HomeMy WebLinkAbout6.1-1781 Record DrawingREVIEWED BY.•
TRAFFIC ENGINEER, CITY OF BAKERSFIELD
RE I//EWED BY.•
ASSi§TANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
APPROVED BY.-
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
NICK FIDLER R.C.E 61069 (EXPIRES 12/31/2018)
PROJECT STATISTICS:
1. APN: 170-270-20
2. SEWER: CITY OF BAKERSFIELD
3. WATER: CALIFORNIA WATER SERVICE
4. DRAINAGE: IN CONFORMANCE WITH THE CITY OF
BAKERSFIELD STANDARDS
BASIS OF BEARINGS:
THE BEARING OF SOUTH 89'34'30" WEST FOR THE CENTERLINE
OF EAST PLANZ ROAD WAS HELD AS THE BASIS OF BEARINGS
FOR THESE IMPROVEMENT PLANS.
BENCHMARK USED:
NATIONAL GEODETIC SURVEY (NGS) MENCH MARK (BM)
DESIGNATED "V 364"
ELEVATION = 378.16 NAVD 1988 ORTHO HEIGHT
VICINITY MAP
NO SCALE
1/2%117
DATE
/7
DATE
to z l r
DATE
STREET IMPROVEMENT PLANS
BAKERSFIELD 1
200o EAST PLANZ ROAD
BAKERSFIELD, CALIFORNIA 93307
,11:1110:41_ wavms
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.
EAST PLANZ ROAD IMPROVEMENTS
LOCAL COLLECTOR
1,493
L.F.
A.C. PAVEMENT - 0.30'
1,473 TONS
AGGREGATE BASE - 0.40'
965
CY
6" CURB AND GUTTER
1,310
L.F.
4" THICK SIDEWALK
6,640
S.F.
BRADSHAW ST.
476
S.F.
STREET SIGNS (METRO)
2
EA.
STREET LIGHT (22,000 LUMEN)
2
EA.
MELWOOD ST.
1
EA.
MONUMENT ENCASEMENTS
2
EA.
TYPE "A" CATCH BASINS,
1
EA.
18" RCP STORMDRAIN
WATTS DRIVE
LF.
STRIPING
2,978
L.F.
F-:
9
CASINO ST.
OBJECT MARKERS
BARRICADE (
2
EA.
SAWCUT
50 LF
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NO SCALE
1/2%117
DATE
/7
DATE
to z l r
DATE
STREET IMPROVEMENT PLANS
BAKERSFIELD 1
200o EAST PLANZ ROAD
BAKERSFIELD, CALIFORNIA 93307
,11:1110:41_ wavms
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.
EAST PLANZ ROAD IMPROVEMENTS
LOCAL COLLECTOR
1,493
L.F.
A.C. PAVEMENT - 0.30'
1,473 TONS
AGGREGATE BASE - 0.40'
965
CY
6" CURB AND GUTTER
1,310
L.F.
4" THICK SIDEWALK
6,640
S.F.
,6" THICK DRIVEWAY APPROACH
476
S.F.
STREET SIGNS (METRO)
2
EA.
STREET LIGHT (22,000 LUMEN)
2
EA.
ACCESSIBLE RAMP
1
EA.
MONUMENT ENCASEMENTS
2
EA.
TYPE "A" CATCH BASINS,
1
EA.
18" RCP STORMDRAIN
12
LF.
STRIPING
2,978
L.F.
TRAFFIC CONTROL SIGNS/
9
EA.
OBJECT MARKERS
BARRICADE (
2
EA.
SAWCUT
50 LF
Ff
I
SHEET No. INDEX
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COVER SHEET &PLAN
SHEET INDEX
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GENERAL NOTES &SPECIFICATIONS
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GENERAL NOTES &SPECIFICATIONS
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DETAILS &TYPICAL
SECTIONS
O5
EAST PLANZ ROAD
PLAN &PROFILE
O6
EAST PLANZ ROAD
PLAN &PROFILE
O7
EAST PLANZ ROAD
SIGNAGE &STRIPING PLAN
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APN: 170-270-05 I
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Exp. 3-31-18
APN: 170-270-06 I ( I I 9TF cm\, 0��\
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2000 EAST� PLANZ ROAD V)I I
"FUTURE SOLAR PANEL SITE"
' I 4 LOT 30 I
LOT 29
LOT 27 I LOT 28 I Z I SALES MAP OF LANDS I SALES MAP OF LANDS
01 SALES MAP OF LANDS SALES MAP OF LANDS OF KERN COUNTY
ISI OF KERN COUNTY I OF KERN COUNTY I I OF KERN LAND COUNTY I LAND CO'
Z APN: 170-270-19 LAND CO. I LAND CO. 3
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PROPOSED CATCH BASIN ILIMITS OF IMPROVEMENTS
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APN: 172-020-16
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SCALE: 1" = 200' K"il ifll A
-� DIRECTION OF DRAINAGE yI D � � 111)
PROPOSED 22,000 LUMEN STREET LIGHT
WITH NUMBER
OO PROPOSED CONCRETE MONUMENT
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CITY RECORDS N0.
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16-761
DWGNO.
761ST
DATE
09/11/2017
OR4WNBY
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SHEET I
OF 7
SHEETS
GENERAL NOTES:
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION.
A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE
DONE IN THE CITY STREET RIGHT-OF-WAY.
2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND
COMPACTED PER SOILS REPORT PREPARED BY KRAZAN AND ASSOCIATES, PROJECT No.
022-16086, DATED SEPTEMBER 28, 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" (N01) 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 2070. 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 SEPTEMBER 28, 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 209'0.
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
LOCATION 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 TCS 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. �LOODING, JETTING, OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT
BE PERMITTED.
36. ANY ABANDONED WELLS ON THE PROPERTY DISCOVERED DURING GRADING SHALL BE
ADEQUATELY CAPPED IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY AND STATE
ORDINANCES.
37./� 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 (957o)
F THE MAXIMUM DENSITY AS OBTAINED BY ASTM TEST METHOD D1557-78, METHOD A,
ND SHOULD EXTEND TO A MINIMUM DISTANCE OF TWO FEET (2') BEYOND THE OUTSIDE
DGES OF PAVEMENTS.
39. ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE
COMPACTED TO NINETY PERCENT (90%) DENSITY FOR A MINIMUM DISTANCE OF FIVE FEET
(I5') 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.
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.
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.
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4.2: CROSS GUTTERS AND DRIVEWAY APPROACHES SHALL BE CONSTRUCTED IN;I#
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) ;4 -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, EXTRUS;QN ` .»•....... -' "'�""""rz"'""""
MACHINE ONLY). f1jk'r � iII::JV I' . `,+C�'[ ..1. �RT�
4.3: ALL CONCRETE IMPROVEMENTS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE ""'""" """"'`�'F""�'� "- ... yr,rrr.+-. +•
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 I ��
NEW PC CONCRETE IS SHOWN TO JOIN EXISTING PC CONCRETE.
CITY RECORDS N0.
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ASPHALT CONCRETE PAVING NOTES:
ASPHALT
CONCRETE PAVING NOTES CONT.:
1.
ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE "A" (MODIFIED) FOR ALL
18.
IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED
LESS
ARTERIAL AND COLLECTOR STREETS AND TYPE "B" (MODIFIED) FOR LOCAL STREETS
PERCENT
TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO
PERCENT THE ASPHALT
AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF
REPRESENTED BY
ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT
SHALL BE REMOVED
THE STANDARD SPECIFICATIONS AND THESE PROVISIONS.
MATERIAL
A CONSTANT OFFSET FROM, AND PARALLEL TO, THE NEAREST LANE LINE OR
DOES MEET
THE
IN-PLACE DENSITY
PAVEMENT EDGE AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE
2.
PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR
CONTRACTOR'S EXPENSE.
PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE
TYPE "A" (MODIFIED) OR TYPE "B" (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO
REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF
THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD
SECTION 42-2.02, "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG SEAL
SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING.
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
3.
ASPHALT BINDER FOR TYPE "A" (MODIFIED) ASPHALT CONCRETE SHALL BE PG64-10
EMULSION AS DIRECTED BY THE CITY ENGINEER.
PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY
ENGINEER. ASPHALT BINDER FOR TYPE "B" (MODIFIED) ASPHALT CONCRETE SHALL BE
19.
ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE
"GREENBOOK".
PG64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY
BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE BASE MATERIAL
ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE
FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS
TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF
BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" WHICH ALLOWS
THE STANDARD SPECIFICATIONS.
UP TO 509 OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND
CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A
4.
THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE
COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED.
SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST
AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM
METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE
DRY DENSITY.
AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER.
20.
PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED
5.
AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT
CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD:
THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL:
IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE
A. A LIST OF AGGREGATE AND ASPHALT SOURCES.
GRADING PLANE SHALL CONFORM TO THE FOLLOWING;
B. DOCUMENTATION, VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE
A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED
WORK CONFORM TO THE REQUIREMENTS IN SECTION 39-2.02, "AGGREGATE," OF
ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOTVARY
THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE
MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED
BY THE ENGINEER.
ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAT
B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE
SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE
BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT
(1) YEAR.
ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW
C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH
THE GRADE ESTABLISHED BY THE ENGINEER.
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
pEMOLITION
NOTES:
PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE
1.
CONTRACTOR SHALL PERFORM ALL NECESSARY DEMOLITION WITHIN THE LIMITS OF WORK
SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN
AS REQUIRED TO COMPLETE CONSTRUCTION INDICATED ON THE PLANS.
MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL THE
COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN.
2.
EXCEPT AS OTHERWISE INDICATED, ALL UTILITIES ARE TO BE PROTECTED IN-PLACE.
D.
F. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED
3.
ALL MATERIAL GENERATED FROM DEMOLITION, INCLUDING PIPING, PLANTS, ORGANIC
SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT
MATERIAL, A.C. PAVEMENT, CONCRETE, AND MISCELLANEOUS DEBRIS SHALL BECOME THE
LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET,
PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND
AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF
PROPERLY DISPOSED OF IN ACCORDANCE WITH ALL LAWS AND ORDINANCES.
PAVEMENT.
4.
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE EVENT UNANTICIPATED
6.
A PRIME COAT WILL NOT BE REQUIRED ON NON PAVED AREAS TO BE SURFACED
HAZARDOUS MATERIAL IS ENCOUNTERED.
PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER
REQUIREMENTS OF SECTION 39-4.01, "SUB -GRADE," OF THE STANDARD
5.
CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, SEAL AND CAP ALL UTILITIES THAT
SPECIFICATIONS SHALL BE MET.
PREVIOUSLY SERVED BUILDINGS.
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.
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.
6. CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT FROM THE APPROPRIATE AGENCY
AND SHALL COMPLY WITH ALL REQUIREMENTS OF SAID PERMIT, AS WELL AS ALL LAWS
AND LOCAL ORDINANCES.
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CHEMED -
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SHEETS
THE FOLL 0 WING CITY OF BAKERSFIELD STANDARD DRAWINGS ARE PER THE
"PROPOSED" SUBDIVISION AND ENGINEERING DESIGN MANUAL DATED 07/97
AND SHALL BE MADE A PART OF THESE PLANS.
CITY STD. NO. OES6R' IPT/ON
® T-29 STAN,0WA07PXNS/170NS AT ROWO NWRO NGS
® ST -4f COrL7i ,_fC/.4L/�WUL T/ .AX411L Y Ori'/YE APPii'OACH—TYPE B"
THE FOLLOWING CAL TRANS STANDARD DRAWINGS SHALL BE CONSIDERED A
PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF)
� CONSTRUCT ACCESS/BLE CURB R.4iflP /N ACCORD.9NCE K9TH CALT/7.4NS STANOr4RD OR.4{f9NC
ABB.4 —CASE :4 "
If necessary, adosf RfiY or obtain 90' mks too,easement b accurnnaorlote hrN
dgpth of &iia fffoach 211 maz stop& 6.0' mh
A
S.D Min
,4 Rata - 24` 0.0 both wogs; full arkfth of body of Cold pint
A
2- Retia; arersi
mmmok with 2.0° rleorrance tram bottom of con` err SECTION A".I`t Crriarrs
NO S•
f. Alf warkmonsho and materkals shall conform to the w#koble r0. Sectirxns of exts#khg drive approo di being remand her replacement
sections of the speakotfons entitled 's#ate of �'aiifof* t of shall be ,so�sf at tbi limits of removd us>o�reeeted by the City FROa" ear:
Trarnsportation, Storuford Specrfxotrons"> hereafter known as Sfax d 7i►e secfiorn being rerrhoned sha'tne a ,+» ► of $
0' in hxngth and sawatts
Specifications, current City oppro►ed editdor� shad, atign with exisfkn part or sane line, Repkrcenasn# shc�f Conform
2 A currarnt Street Permr7 issued by the City of 8akersfetd Publk h7 ° the odpcent exfs#ing anprorements
unless otherwise dkecterd
Works department must ocompy rill work within City right -of -wok
3 S077a* " be constructed true to 9 -ode and cross sectAx A SectAxi befog replaced may be pa`r`ed against existktg powment
Md crampacted to 9,5X of moWmum dry density as detarmaned by ASI%! rf as card fkn and with prior oppraod of the City
ASWD tS57 to a ct�pth of &i]` betow tap of subgrade Lzfhenrase, the existing pavement be samt c rfik of,7fl` #am
the ease of concrete or os dkecte+d Pa�errhant patch shah conform
4. Concrete kr drive &Wr ocah shall conform to the mgvk&ncnts of the to the rer�fre*rients,of Stonwd 0e61 St 11.
Stondord Speciheofi►s far manor concrete (mk cement content of 12 C40 and gutter and body of approach &W be poured telly
505 lb/cu )d� Concrete shad contain no oddi#fm unless pr* approKtl not monodifhicr�ty.
is obtained *=the City Engineer
5 Archer frxms shaff be surfaced w the sloe placed next to the t road maximum allowable a€m appmoch width shod not exaied 60Z
cwhcrefe and shale not be less than 1.5 thick after surfacing. Fo;ms of c"mercdfmufff-faundy prgmdy fro ntaxJe. Drive gw0ach &nwxm
and subgra * shall be wet#ed ;nunediately prior to concrete placement as shown on ewowd plan, shaFi be the bards of such determd►atioM
S. Concrete &W be troweled smooN edged and Hnaan given a light 14. Nth approvd from the qty Engrneaar, total rglproach width, krclua�ng
broom rash. knmedWdy otter finishing, at/ exposed surfaces shall wings may be kinneased to 5t3' maximum fork I and 2 users, where
receive a uniform appikotron of We pgmented curing camp iii high K*mes of semf-truck and trahr use warrant
conforming to the Standard Spedlkotionss, The concrete surface snail
be kept nvbt un#g the curing corrnpawd is qulied 15 A mkino of 22' of W heW wo shat! agnasrhte &W goprwdW
except os noted on Skndard Dotal T-24 or as q pr*orsd by City fng�ear .
7. 6posion ,plots shat! be constructed at both ends of offoach. t� � #
fltakened pints` 20' delta, shale be placed at cmhter of approach heaver` aordi €enstructirxn is�zd WIM a street or al'ey
and at 10 max Wervats or as dkected by the My fngineer
8 Elaxrsrosn ' ' t Bller matte ,stool# consist of eformed str" of 17 No partimh of the dim gpproz* chis' be conshwted an odpcant
d rube, msa'%nt compound that conform to the r,.qu#aments of he PrAPOY frontage spading approved by the My EnggW.
Sto lord Specifications 18 Sze Tate 99.1 for we of ft 4k approach standrwd
9. Pere new aWoach fs beteg constructed odpcent to existing curb
and gutter, the existing curb and gutter sbdl be completely removed r45 -alta.
and rwkced with rebar as show above. No 'curb cut" is
a#awed for rwwwcialfn 1#t family drive approach Ik
Conslivetka
50' of detectraAle womkg Sarf0c4
AN width of s0ewat typ. both
sides of Woock, See Note 4
on petod ST -10
AN
� #
Coo
` STANDARD ViD%t5
COMMERCIAL/MULTI—FAMILY
DRIVE. APPROACH—TYPE "B" s, c,#nsrr
APPRM
CT'1f CSF WERE ST -4
C:AUFORfIA
C" EMMA Pi}SUC WMS DEPASl7GtENt
R/W
PROPOSED
EI
NATURAL GROUND
L--- --- —
FUTURE IMPROVEMENTS BY OTHERS
THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED
A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF)
0.30' ASPHALT CONCRETE PAVEMENT
r--0.40' CLASS II AGGREGATE BASE
I_ 12.0" NATIVE SOIL COMPACTED TO 95%
RELATIVE COMPACTION.
ASPHALT CONCRETE PAVEMENT
N.T.S.
R/W
SEE ON—SITE GRADING PLAN
CONSTRUCT 5.5' WIDE
COMBINATION TYPE SIDEWALK
PER C.O.B. STD. ST -3
NATURAL GROUND—:7 \=
TYPICAL SECTION - EAST PLANZ ROAD
N.T.S.
30'
25'
2% MIN.
GRADE LINE
BW FL
L 6.125'
5.50'
i
4" PORTLANDJ
CEMENT
CONCRETE
NOTE: OBTAIN 95% RELATIVE COMPACTION FOR A
DEPTH OF 12" BENEATH ALL CONCRETE,
PER ASTM D-1557
SIDEWALK SECTION - C.O.B. STD. ST -3
N.T.S.
34'
C/L
EAST PLANZ ROAD
I
1-1 /2"
24" 6"�
W
N
►D - . ► P o ' ♦ ep �
e
- e
TYPE "B" CURB & GUTTER - C.O.B. STD. ST -1
N.T.S.
12'
CONSTRUCT 6" CURB & GUTTER I
PER C.O.B. STD. ST -1 PROPOSED EDGE
OF PAVEMENT
2% MAX. I 2% 2% 1 1
a
0.30A.C. OVER 0.40' A.B. OVER 1.0'
95% COMPACTION LIMITS NATIVE, ALL COMPACTED TO 95%
RELATIVE DENSITY PER ASTM D-1557,
T.I. = 6 R—VALUE = 43
TYPICAL SECTION - EAST PLANZ ROAD
N.T.S.
C/L
EAST PLANZ ROAD
12'
2% MIN.
30'
PROPOSED
EP
4
0.30' A.C. OVER 0.40' A.B. OVER 1.0' `—
NATIVE, ALL COMPACTED TO 95% 95% COMPACTION LIMITS
RELATIVE DENSITY PER ASTM D-1557,
T.I. = 6 R—VALUE = 43
R/W
EP
R/W
F
4
1 I QRof ESslo
V09!
.. w RCE 43130
1 Exp. 3-31-18
----- 9TF CIVkL
77�GRADE LINES I
DAYLIGHT
OR CATCH
1'
iT=,M
4: NATURAL GROUND
T
GRADE LINES
TYPICAL EDGE SHOULDER TREATMENT
N.T.S.
�i�#cjl(M..r.��.�.�w+w...ss��aisle.�-. «.�. a.... ........,s..a �...�.. m.a. ... w..s•
®
.e•r.aa ao-�••;.e r..+w..+.r ,-.«..+.,.vya_.er•R a.r '�. ..w ... ..,.....tea wae�
1•I' � t II "6"ItoI .,L k T1ITE
�+►st.pl•^1!'aw�i •.1111.r.+#,f..w.i. i -w . gra.+. a..r. +rr- �� ..—... .. ....-.... a.a
CITY RECORDS NO.
C/TY STD. NO.
DESCFT/PT/0N
761ST
CITY STD. NO.
DESCf�/PT/ON
®
S7-1
STAN,0XA0 CURS & 6VTTEfi' TYPES A p B" &� "C"
❑
S7_ If.?
STANDW1?,0 ALLEY CROSS SECTION
❑
S7-2
SUNIOM10 C0&&2Ef�C/.4L 10RIl/ W ly
®
ST—Ai
SUNIOXA0 S11Rk9_11` &ONUMENT
®
ST—j
STANDA/iD S1,0,6 4LK
STAN,0XR,0 STfiEET ZIC11T, �L..9ST .4W TkPF_
❑
S7 -1$f
RZS/DENCE ORIW_ly.4Y
❑
ST_ AS
STANOXA0 CUL —DE—SAC
❑
ST -5
HOUSE N1191 W, FOR CURBS
El
ST—16
SUNIOM10 S;WZ-7-!(N1/C!(LE
❑
S7-7
Cfi'OSS GUTTER'S
❑
ST -17
STANOWAO A0E CROSS GUTTErQ
❑
ST -8
2e /NCH P.9ri'T CIRCLE CM kf-?,r
❑
ST -18
STAND,4,fO MEOW CUf g,, Tl'RE
®
ST -9
STMOWAO STfr'EET SPECrrF/CATIONS
❑
ST_ AR
STANOXA0 11XN0/CAP fr'.^ &PS
®
ST -10
STANDXZ?'0 STiQEET SEC170NS
❑
ST -20
STANOAfi'O Pro'1 4TE ST?EET 6,4&-S
❑
ST—/OX
STAN,0XR,0 STiQEET SECI70NS
❑
ST -21
STMOWRO RMISE CONTA/NEfi'
®
ST -11
STMOWRV STf�EET CROSS SECTION
®
T-1
STf�EET S/GN POST TYPE"
®
10-11.01
CATCH B.4S/N TYPE i4 At
0.30' ASPHALT CONCRETE PAVEMENT
r--0.40' CLASS II AGGREGATE BASE
I_ 12.0" NATIVE SOIL COMPACTED TO 95%
RELATIVE COMPACTION.
ASPHALT CONCRETE PAVEMENT
N.T.S.
R/W
SEE ON—SITE GRADING PLAN
CONSTRUCT 5.5' WIDE
COMBINATION TYPE SIDEWALK
PER C.O.B. STD. ST -3
NATURAL GROUND—:7 \=
TYPICAL SECTION - EAST PLANZ ROAD
N.T.S.
30'
25'
2% MIN.
GRADE LINE
BW FL
L 6.125'
5.50'
i
4" PORTLANDJ
CEMENT
CONCRETE
NOTE: OBTAIN 95% RELATIVE COMPACTION FOR A
DEPTH OF 12" BENEATH ALL CONCRETE,
PER ASTM D-1557
SIDEWALK SECTION - C.O.B. STD. ST -3
N.T.S.
34'
C/L
EAST PLANZ ROAD
I
1-1 /2"
24" 6"�
W
N
►D - . ► P o ' ♦ ep �
e
- e
TYPE "B" CURB & GUTTER - C.O.B. STD. ST -1
N.T.S.
12'
CONSTRUCT 6" CURB & GUTTER I
PER C.O.B. STD. ST -1 PROPOSED EDGE
OF PAVEMENT
2% MAX. I 2% 2% 1 1
a
0.30A.C. OVER 0.40' A.B. OVER 1.0'
95% COMPACTION LIMITS NATIVE, ALL COMPACTED TO 95%
RELATIVE DENSITY PER ASTM D-1557,
T.I. = 6 R—VALUE = 43
TYPICAL SECTION - EAST PLANZ ROAD
N.T.S.
C/L
EAST PLANZ ROAD
12'
2% MIN.
30'
PROPOSED
EP
4
0.30' A.C. OVER 0.40' A.B. OVER 1.0' `—
NATIVE, ALL COMPACTED TO 95% 95% COMPACTION LIMITS
RELATIVE DENSITY PER ASTM D-1557,
T.I. = 6 R—VALUE = 43
R/W
EP
R/W
F
4
1 I QRof ESslo
V09!
.. w RCE 43130
1 Exp. 3-31-18
----- 9TF CIVkL
77�GRADE LINES I
DAYLIGHT
OR CATCH
1'
iT=,M
4: NATURAL GROUND
T
GRADE LINES
TYPICAL EDGE SHOULDER TREATMENT
N.T.S.
�i�#cjl(M..r.��.�.�w+w...ss��aisle.�-. «.�. a.... ........,s..a �...�.. m.a. ... w..s•
®
.e•r.aa ao-�••;.e r..+w..+.r ,-.«..+.,.vya_.er•R a.r '�. ..w ... ..,.....tea wae�
1•I' � t II "6"ItoI .,L k T1ITE
�+►st.pl•^1!'aw�i •.1111.r.+#,f..w.i. i -w . gra.+. a..r. +rr- �� ..—... .. ....-.... a.a
CITY RECORDS NO.
JOBNo.:
16-769
W
Q
761ST
DA TE-
09/11/2017
DRAWNBY
TCB
CHEMED 9,v-
RN
W
SHEET 4
OF 7
SHEETS
M
�
W
v
�
O
Z
O
Q
W
JOBNo.:
16-769
DWGNO.
761ST
DA TE-
09/11/2017
DRAWNBY
TCB
CHEMED 9,v-
M1N
SHEET 4
OF 7
SHEETS
LEGEND
CONSTRUCT 0.30' A.C./0.40' A.B. � // EXISTING EDGE OF PAVEMENT
TEMPORARY A.C. SECTION - SEE CONSTRUCTION NOTE 14 EXISTING FENCE
(D EXISTING SEWER MANHOLE
- - RIGHT OF WAY
PARCEL BOUNDARY
- CENTERLINE
O1 CONSTRUCTION NOTE
71637 INSTALL 22,000 LUMEN STREET LIGHT
w/ NUMBER PER COB STD. DWG. ST -14.
hp.
DESIGN FINISH GROUND/SURFACE
ELEVATION TAG
,��� k'► DESIGN FLOWLINE/TOP OF CURB
ELEVATION TAG
1 20.00' 1
0
O
O
N STEP
I
�-EXISTING EP
PROPOSED EP
PED PAVEMENT
STEP PAVING DETAIL
N.T.S.
@O EXISTING STORM DRAIN MANHOLE
-Ex.-ss- EXISTING SEWER TRUNK MAIN
-EX.-w - EXISTING WATER MAIN
00
" N.GEXISTING "TOPO" SHOT WITH
SURVEYOR'S DESCRIPTION
p• PROPOSED CONCRETE MONUMENT
EXISTING CONCRETE MONUMENT
�- PROPOSED STREET NAME SIGN
AB
AC
KVIATIONS
ASPHALT CONCRETE PAVEMENT
FG
BW
BACK OF WALK
GB
CL
CENTERLINE
FP
TC
TOP OF CURB
LIP
EP
EDGE OF PAVEMENT
NG
EX
EXISTING
PL
FL
FLOWLINE
R/W
TP
TOP OF PAVEMENT
TC
FS
FINISHED SURFACE
ESMT.
FC
FENCE
TYP.
GRD
GROUND
COB
STA.
STATION
SS
MH
MANHOLE
HP
TB
TOP OF BANK
SD
COB CITY OF BAKERSFIELD
�-m
00
i
to
>:u)}o
NOTES
FINISH GROUND
O1
CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER COB STD. DWG. ST -1.
�W
co
CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER COB STD. DWG. ST -3.
0330
�z ^ ^
"PROPOSED"
V)
O
CONSTRUCT DRIVE APPROACH PER COB STD. DWG. ST -4.
LIP OF GUTTER
~ 04(
00
Z
NATURAL GROUND
p
.-
p
(V
VD
p
p
p
U±
� i
+
Z+
EXISTING UTILITY POLE SHALL BE REMOVED.
J+
p
EASEMENT
O
m
N
U
N
U
N
Z
M
4 9-
U
SANITARY SEWER
m
,L
®
W
0
m d 0
V)
d
O9
FURNISH AND INSTALL 22,000 LUMEN STREET LIGHT, INCLUDE FOUNDATION, PULL BOX,
V)
BLANK CONDUIT AND GROUND ROD PER COB STD. DWG. ST -14,
(V
V)
FURNISH AND INSTALL 1-1/2 INCH ELECTRICAL CONDUIT FROM STREET LIGHT PULL BOX TO
V)
WEST LIMIT OF LOT BOUNDARY PER COB STD. DWG. ST -14,
o
N
CONTRACTOR SHALL DEMOLISH AND REMOVE EXISTING A.C. PAVEMENT WITHIN NEW STREET
M
U
IMPROVEMENT AREA.
12
INSTALL "METRO" STREET NAME SIGN PER COB STD. DWG. T-1.
13
CONSTRUCT SURVEY MONUMENT ENCASEMENT AND FURNISH AND INSTALL SURVEY
04
MONUMENT PER COB STD. DWG. ST -13. p
14
REMOVE AND REPLACE PAVEMENT TO TRANSITION TO MEET EXISTING. USE O
+
m
TEMPORARY A.C. SECTION OF 2" A.C. OVER 4" CLASS II A.B. OVER 12" +
I-
z
COMPACTED NATIVE GROUND. 00
N
*ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED.
Z F-
x 374.21 +
m
3
374.4
x 375.37
374.34 x 374.27 x 374.69 x 375.46 W 'CO
NG
LOT 27
NG
NG
_J W
SALES MAP OF
NG
.-
KERN COUNTY
LAND CO.
N
B TYPICAL SECTIONmm
M
CN
z
�
O
rj N.T.S.
V)
x 374.59
NG x 374.55
NG
FLOWAGE AND DRAINAGE ESMT.
PER DOC. No. 0217071239, O.R.
FUTURE IMPROVEMENTS W
APN: 170-270-19 BY OTHERS PEDESTRIAN WALKWAY ESMT. W
PER DOC. No. 0217071237, O.R. 45' WIDE STREET R W DE (CATION
30 WIDE PUBLIC ROAD PER SALES �s'�Ltub O.R.
375.28 I PER DOC. No. ,
NG-� z Q LO I O MAP
OF KERN COUNTY
PROPOSED EDGE x 375.42 I 10 1 2 374.16
OF PAVEMENT NG g 20 9 x 374.99 NG �-
375.28 ��� - - - - x174.4.%
EX. CONDUIT N .3�3 = - Tr_ATL x G-- - - - - -
71637
.174 74
374.35
------------- ------ - --------- - - - - - --- ----- -
�'L3 08 G x N G
---------- - ---- ---------- -..--. -. -.. -..-.. - - -- ----
7 7x 374.79
x
o'� ... ccs. =d'.: NG- 7.....-. --EX:..R.%W.-.-.---------------"
10+14.80 MATCH ? - - - - - - hti ,'� .. .
'37-3.00
1 . -2- wj'1w>. 5. '¢ s - EX. -SS- --EX -SS .-. - .. EX. -SS. -- - -
EX. P 372.79± 2312 .. 11 - x =ss -`- . Ex.=Ss
s
EP -3. O 5 -- X. -S E.. m
4
�..
ET 4
-?�- -ss
5 -
i
EP - - - E X.-sS -. _ . EX. --.. -1 3 . �,. --15+0 1.6+0 . �- 5 - 1-7+0� 4. 18+00 �5 5
372.72 372.79 EP3... �4'�O 7�- 1
EX. EDGE OF _ .. ,y 11 E ................ 100 . .... ..... .... S N 89 51 2 W S - - - - - - - - -. - F -
PAVEMENT TO REMAIN EP EP 3.1 �. F .... _- - - '�'
7 - - - .. ..
--
_ �.z�
--EP ----------. --- -----
{ �=372.78 Ep - - - - - EP - - - -�... fV.
10+00 EP g'I� cy € - - 7 3zs :z8-
i� 14 ... -
s 4 37N�73c - 3 7 7 EP -�'�. Off- --0 - -� - i �nh9 -
HGY H H F H _ HCH _ H Fs OH_ _ _ hi _ H Fi ^H --� -
- - 7 7 - - - - - - - - x375 ----------------x-'75-25--- - ------ - - - - --
c� TB 3B445----------�--374.34-----------
-
EX.- W CON -1 EP x -3750 - -x 37`s29- - - - - - - - - - - - TB TB
W � NG -------
TB PROPOSED EDGE OF PAVEMENT EX. UTILITY POLE AND TB TE
F- 72. 4 • FLOWLINE/SWALE
W (I OVERHEAD UTILITY LINE, TYP.
DETAIL NOTE:
30" OF MIN. COVER FOR CLASS III RCP
STORM DRAIN OR 12" OF MIN. COVER FOR
CLASS V RCP/RGJ STORM DRAIN REQUIRED
SEE DETAIL
NOTE ABOVE
INSTALL 12± L.F. 18"
RCP SD 0 0.50
18" INV=370.33
DETENTION BASIN
TEP EDGE OF PAVEMENT
TRACT 1443 x PER DETAIL "C" SEE THIS SHEE ��
F-
M.BK. 6, PG. 140 I I 104q'
I I 10+14.80 0 12.00' RT AP l?�A'%leW
J 72 9 MATCH EX. EP 372.60±
X = C
R/W
PROPOSED TYPE
"A" CATCH BASIN
--CONSTRUCT OUTLET STRUCTURE
PER COB STD. DWG. D-11
STORM DRAIN SECTION
N.T.S.
NOR=373.06
DEP=372.89
NV=17n 7,A
0
00
O_
a
F-
N
378...
376'..
374'
J _H
00
0
W M
W
a0
CU Q
Q�
X
W
z
0
J
0
0
4
M
04
In
co
co
t
H
H
APN: 172-020-16
EAST PLANZ ROAD
CONSTRUCT 0.30' A.C. PAVING OVER 0.40' CLASS II AGGREGATE
BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY
T. 1. = 6 R -VALUE = 43
P/L HP
-N-
HORIZONTAL: 1"= 40'
VERTICAL: 1"= 2'
n.Y M fI rM.pw r. W ir►.►a.a a t RM M 1 s+4M ►i �irRMf,�4+�l.lfs �,iti► �
VIRAI
1
�L/z
MATTHEW K.
RCF 43130 E'A RIFIEaa :h,Flf . taer 1
..y" ...--.«.-1-1._r...iryr.rr..�twy..rs�r#.r�-
?,pf ESSIpN\
�O ,r6H1 K. �O '9!
7�
z
W RCE 43130 m
Exp. 31-18
F 0 C A\_\F
Wo
00
(cz000:
i
37
CONSTRUCTION
NOTES
FINISH GROUND
O1
CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER COB STD. DWG. ST -1.
GRADE BREAK
O
CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER COB STD. DWG. ST -3.
HINGE POINT
�z ^ ^
"PROPOSED"
V)
O
CONSTRUCT DRIVE APPROACH PER COB STD. DWG. ST -4.
LIP OF GUTTER
EX. GROUND
c
A
NATURAL GROUND
0
CONSTRUCT ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTION PER DETAIL
4
ao � r �
�
AND TO THE LINES AND GRADES INDICATED ON THE PLANS.
PROPERTY LINE
+
� i
RIGHT OF WAY
O
EXISTING UTILITY POLE SHALL BE REMOVED.
TOP OF CURB
w
EASEMENT
O
CONSTRUCT ACCESSIBLE CURB RAMP PER CALTRANS STANDARD DETAIL A88A - CASE "A'
TYPICAL
O7
CONTRACTOR SHALL RAISE AND/OR ADJUST TO FINISH SURFACE GRADE ALL EXISTING
CITY OF BAKERSFIELD
11
�'-
UTILITY BOXES, VALVES, MANHOLES, COVERS, ETC. PER COB AND UTILITY COMPANY
4
W O
pzo
STANDRADS.
SANITARY SEWER
,L
®
CONSTRUCT TYPE "A" CATCH BASIN PER COB STD. DWG. D-14.
HIGH POINT
m J
U
V)
STORM DRAIN
O9
FURNISH AND INSTALL 22,000 LUMEN STREET LIGHT, INCLUDE FOUNDATION, PULL BOX,
V)
BLANK CONDUIT AND GROUND ROD PER COB STD. DWG. ST -14,
10
FURNISH AND INSTALL 1-1/2 INCH ELECTRICAL CONDUIT FROM STREET LIGHT PULL BOX TO
WEST LIMIT OF LOT BOUNDARY PER COB STD. DWG. ST -14,
o
11
CONTRACTOR SHALL DEMOLISH AND REMOVE EXISTING A.C. PAVEMENT WITHIN NEW STREET
IMPROVEMENT AREA.
12
INSTALL "METRO" STREET NAME SIGN PER COB STD. DWG. T-1.
13
CONSTRUCT SURVEY MONUMENT ENCASEMENT AND FURNISH AND INSTALL SURVEY
00
MONUMENT PER COB STD. DWG. ST -13. p
14
REMOVE AND REPLACE PAVEMENT TO TRANSITION TO MEET EXISTING. USE O
+
m
TEMPORARY A.C. SECTION OF 2" A.C. OVER 4" CLASS II A.B. OVER 12" +
r-
COMPACTED NATIVE GROUND. 00
N
*ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED.
Z F-
3
x 374.45x
NG
x 375.37
374.34 x 374.27 x 374.69 x 375.46 W 'CO
NG
LOT 27
NG
NG NG
NG Z IW
J'W
_J W
SALES MAP OF
LANDS OF
.-
KERN COUNTY
LAND CO.
N
B TYPICAL SECTIONmm
FUTURE IMPROVEMENTS W
APN: 170-270-19 BY OTHERS PEDESTRIAN WALKWAY ESMT. W
PER DOC. No. 0217071237, O.R. 45' WIDE STREET R W DE (CATION
30 WIDE PUBLIC ROAD PER SALES �s'�Ltub O.R.
375.28 I PER DOC. No. ,
NG-� z Q LO I O MAP
OF KERN COUNTY
PROPOSED EDGE x 375.42 I 10 1 2 374.16
OF PAVEMENT NG g 20 9 x 374.99 NG �-
375.28 ��� - - - - x174.4.%
EX. CONDUIT N .3�3 = - Tr_ATL x G-- - - - - -
71637
.174 74
374.35
------------- ------ - --------- - - - - - --- ----- -
�'L3 08 G x N G
---------- - ---- ---------- -..--. -. -.. -..-.. - - -- ----
7 7x 374.79
x
o'� ... ccs. =d'.: NG- 7.....-. --EX:..R.%W.-.-.---------------"
10+14.80 MATCH ? - - - - - - hti ,'� .. .
'37-3.00
1 . -2- wj'1w>. 5. '¢ s - EX. -SS- --EX -SS .-. - .. EX. -SS. -- - -
EX. P 372.79± 2312 .. 11 - x =ss -`- . Ex.=Ss
s
EP -3. O 5 -- X. -S E.. m
4
�..
ET 4
-?�- -ss
5 -
i
EP - - - E X.-sS -. _ . EX. --.. -1 3 . �,. --15+0 1.6+0 . �- 5 - 1-7+0� 4. 18+00 �5 5
372.72 372.79 EP3... �4'�O 7�- 1
EX. EDGE OF _ .. ,y 11 E ................ 100 . .... ..... .... S N 89 51 2 W S - - - - - - - - -. - F -
PAVEMENT TO REMAIN EP EP 3.1 �. F .... _- - - '�'
7 - - - .. ..
--
_ �.z�
--EP ----------. --- -----
{ �=372.78 Ep - - - - - EP - - - -�... fV.
10+00 EP g'I� cy € - - 7 3zs :z8-
i� 14 ... -
s 4 37N�73c - 3 7 7 EP -�'�. Off- --0 - -� - i �nh9 -
HGY H H F H _ HCH _ H Fs OH_ _ _ hi _ H Fi ^H --� -
- - 7 7 - - - - - - - - x375 ----------------x-'75-25--- - ------ - - - - --
c� TB 3B445----------�--374.34-----------
-
EX.- W CON -1 EP x -3750 - -x 37`s29- - - - - - - - - - - - TB TB
W � NG -------
TB PROPOSED EDGE OF PAVEMENT EX. UTILITY POLE AND TB TE
F- 72. 4 • FLOWLINE/SWALE
W (I OVERHEAD UTILITY LINE, TYP.
DETAIL NOTE:
30" OF MIN. COVER FOR CLASS III RCP
STORM DRAIN OR 12" OF MIN. COVER FOR
CLASS V RCP/RGJ STORM DRAIN REQUIRED
SEE DETAIL
NOTE ABOVE
INSTALL 12± L.F. 18"
RCP SD 0 0.50
18" INV=370.33
DETENTION BASIN
TEP EDGE OF PAVEMENT
TRACT 1443 x PER DETAIL "C" SEE THIS SHEE ��
F-
M.BK. 6, PG. 140 I I 104q'
I I 10+14.80 0 12.00' RT AP l?�A'%leW
J 72 9 MATCH EX. EP 372.60±
X = C
R/W
PROPOSED TYPE
"A" CATCH BASIN
--CONSTRUCT OUTLET STRUCTURE
PER COB STD. DWG. D-11
STORM DRAIN SECTION
N.T.S.
NOR=373.06
DEP=372.89
NV=17n 7,A
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EAST PLANZ ROAD
CONSTRUCT 0.30' A.C. PAVING OVER 0.40' CLASS II AGGREGATE
BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY
T. 1. = 6 R -VALUE = 43
P/L HP
-N-
HORIZONTAL: 1"= 40'
VERTICAL: 1"= 2'
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EX. GROUND PROFILE EX. CROUNI) PROFILE @ :CL
@ 12.00' RT OF CL
GRADED SLOPE: VARIES : �� : -y� F :
o6.
0 .GRADE: 2:1
SLOPE TO EG
372...... ............. ............ .
EX. GROUND -
'PROFILE @ CL
370 :...:...:...:...:...:...:...:...:.
10+00 11+00
- = y .....aw�........... -. _ � _ _ ....: ....:0.21 ..... . . . _ : -. �� : 374
- -
0.21! . : : : : : : : : .-DESIGN. FL:OWLINE PROFILE. : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
0 34.00' LEFT OF CL
........................................................................................................................................ 372
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
........................................................................................................................................
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
........................................................................................................................................ 370
12+00 13+00 14+00 15+00 16+00 17+00 18+0
nk
NORTH FLOWLINE PROFILE
CITY RECORDS N0.
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M
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761ST
DATE
09/11/2017
DRAWNBY
TCB
x�
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SHEET 5
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SHEETS
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JOB No..
16--761
DWGNO.
761ST
DATE
09/11/2017
DRAWNBY
TCB
CHECKED BY
MKV
SHEET 5
OF 7
SHEETS
J
W
ml
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NG
A NG
376.62
NG
- 371G- 2
- - - - - - - NG
- - - - . - -
-�I�
- - - - - - - 378.59
- - - 376.36 - - - - NG
NG -
CONTRACTOR TO REMOVE EX. SEDIMENTS, BRUSH, - - - -
CONC., DEBRIS, ETC., WITHIN PAVEMENT 375.55 y
PER STRUCTURAL SECTION AND COB STANDARDS.
PLACEMENT AREA AND WITHIN 4' AND 2' BENCH. NG
BACKFILL AND COMPACT WITH ENGINEER FILL - - - - - - - - - - - - -
--------
EX.-SS O
375.91_/
- - - - - - - - ni -
- - - - - - - 375.99
�EX. DRAINAG CH NEL
1I
315.77
376.24
\ EP \
X375.73
376.12 I \
P �\
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EP
TYPICAL
DEMOLISH AND REMOVE ANY A.C.
PAVEMENT AND/OR DEBRIS FROM
GRADED SLOPE AREA, TYP.
- - FOSE - -
-TOE OF SLOPE
I\ \
\y3Z5.28
75.64
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373.10
EP
376.12
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EP
EP
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0
2'
BENCH
..„__ 2% MAX.
GRADE LINE
EX. GROUND
NOTE:
SEE SHEET 5 FOR LEGEND
AND CONSTRUCTION NOTES
SCALE: 1" = 20'
CURVE
LENGTH
RADIUS
� I IZ
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1 46.78'
30.00' T
29.65'
EX. DRAINAGE CHANNELF-
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x 375.46 x 37 .85
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PER DOC. No. ----------,
R/W DEDICATION
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30 Cl ( 77178. WIDE PUBLIC ROAD PER SALES
ro �9\i
LOT 29
SALES MAP OF LANDS
OF KERN COUNTY
LAND CO.
SEE ENLARGED DETAIL 6
LIMITS OF NEW A.C. PAVEMENT
.377.72
N+
N+SE
24+92.97 ® 63.26' LT. AP
Q W MAP OF LANDS OF KERN COUNTY 12
N I 1 2 9 1 2 LAND COMPANY NGs:- - 376.24 - - - - - - -�
j �EP
APN:1I2-020-16 AST P AN ROAID
-N-
CONSTRUCT 0.30' A.C. PAVING OVER 0.40' CLASS II AGGREGATE
BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY
T.I.=6 R-VALUE=43
HORIZONTAL: 1"= 40'
VERTICAL: 1"= 2'
375. I
376.12 p - - -
FC N+SE I
7 5.5
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X24+93 \ X5.64 EP }ix -375.
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SEE ENLARGED DETAIL 6
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
Cl
1 46.78'
30.00' T
29.65'
1 89'20'07"
QRp FES SIGN
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ON CURVE
EX. GROUND PROFILE•@ CL' C1
:...:...:..:...:...:...:...:...:...:...:...:...:. DESIGN CL PROFILE -- ' ...:...: o� .............. ti :...:...:...:. '1�O E`' :. :. :...:...
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:�.---. . . . . . . . . . ~: .. _.._ _ -� -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX: �RdUNb F'R'01 ILE . . :374
- - -�
_ FX. GROUND .PROFIL,E @ 12.00' RT OF CL
@ 34.00' LT -OF CL- DESIGN FLOWLINE PROFILE
372.....................................................................................................0 34.00". LEFT OF•CL:...:...:...:...:...:...:...:...:...:...:...:...:
.................. :........ ....... :...... .:........................................................................................................................ 372
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
...................................................................................................................................................................
370
..............:...:...........:...........•.......................................................... 370
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
NORTH FLOWLINE PROFILE � '
CITY RECORDS N0. i
✓OBNa.
16-761
Q
761S7'
DA TE-
09/10017
DRAWNBY
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CHEC!(EDBY.•
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761S7'
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09/10017
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16-761
DWG NO.
761S7'
DA TE-
09/10017
DRAWNBY
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CHEC!(EDBY.•
M/N
SHEET 6
OF 7
SHEETS
PROPOSED "METRO" STREET NAME SIGN
INSTALL 3 TYPE OM2 -2V OBJECT
MARKERS PER CALTRANS STD. PLAN A73
INSTALL TYPE OM 1-3 MARKER
SEE CONSTRUCTION NOTE 14, SHEET 5
EX. EDGE OF
PAVEMENT TO REMAIN ;
EX. STREET NAN
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F-
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- -
STREET RIGHT OF WAY
-
STREET CENTERLINE
CH*
PROPOSED CHANNELIZER
- %
PROPOSED TRAFFIC CONTROL SIGN
+
PROPOSED "METRO" STREET NAME SIGN
<=
DIRECTION OF TRAVEL
7163
PROPOSED STREET LIGHT WITH NUMBER
1l — ���
EXSITING EDGE OF PAVEMENT
CL
CENTERLINE
R/W
RIGHT-OF-WAY
EX.
EXISTING
LOT BOUNDARY
151.2'±
PROPOSED EDGE OF PAVEMENT
W14-1 �O
�STEPE OF PAVEMENT PROPOSED EDGE OF PAVEMENT
PER DETAIL C/5
330' TAPER (6' TRANSITION ® 55 MPH DESIGN SPEED)
STRONG CONSTRUCTION NOTES
1O PAINT TRAFFIC LINES PER CALTRANS STD. A20A DETAIL 22.
O PAINT TRAFFIC LINES PER CALTRANS STD. A20B DETAIL 27B.
SIGN CODES:
NOTE: SIGN CODES ARE FEDERAL CODES UNLESS
OTHERWISE INDICATED BY (CA). (CA) INDICATES
CALIFORNIA CODES.
L-1 (CA) OBJECT MARKER
N-1 (CA) YELLOW OBJECT MARKER
W31 END
N-2 RED OBJECT MARKER
W31 A (CA) ROAD ENDS 500 FT
LOT 27
SALES MAP OF LANDS OF
KERN COUNTY LAND CO.
�- R/W
Lo
cDi r7
� a—
\13+30.00 END TAPER
GENERAL PAVEMENT DELINEATION & SIGNAGENOTES
1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS
STANDARD PLANS AND SPECIFICATIONS AND THE CALIFORNIA MUTCD, CURRENT EDITIONS.
2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC).
3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING
RAISED PAVEMENT MARKERS SHALL BE PRIED OFF AND ANY REMAINING RESIDUE SHALL BE
REMOVED BY WET WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY
OR SEAL COAT SHALL BE FOG SEALED.
4. PRIOR TO COMMENCING WORK, CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN AND
OBTAIN APPROVAL FROM THE CITY INSPECTOR. ALL SIGNING AND TRAFFIC CONTROL 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
CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT.
6. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD
SPECIFICATION PTH-02ALKYD.
7. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT PARKERS,
AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.
8. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND
WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE
CONTRACTOR'S EXPENSE.
9, PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS
ARE THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A
REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL NO LESS THAN 10
DAYS PRIOR TO PAVING.
10. SEE STREET IMPROVEMENT PLANS FOR PAVEMENT WIDENING.
STREET CENTERLINE 1
218+80
n
EAST P AN ROAD
STRIPING AND SIGNAGE PLAN
LOT 28
SALES MAP OF LANDS OF
KERN COUNTY LAND CO.
-- �R/W --
INSTALL TYPE III BARRICADE
ACROSS PROPOSED WIDTH OF
STREET. INSTALL TYPE OM 4-3
-- ---- -- -- may/
STREET CENTERLINE 1 �
i
2 0 2
PROPOSED EDGE OF PAVEMENT EX. R/W
45'
34'
EX. R/W
-N-
SCALE: 1"=40'
LIMITS OF PROPOSED
EDGE OF PAVEMENT
24+92.97
INSTALL TWO SIDE REFLECTIVE TYPE
III BARRICADES ACROSS ENTIRE
WIDTH OF EAST PLANZ ROAD. �.
INSTALL TYPE OM4-3 MARKERS &
W31 (CA).
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6.1- 11 N
CITY RECORDS NO.
0.)kQ
16--761
W
0
761ST
DATE
09110017
Q
TCB
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SHEETS
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16--761
DWONO.
761ST
DATE
09110017
Q
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SHEET 7
Q
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SHEETS
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JOB No..
16--761
DWONO.
761ST
DATE
09110017
DRAWNBY.•
TCB
CHECKEDBYM4
SHEET 7
OF 7
SHEETS