HomeMy WebLinkAbout6.1-1781i
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REVIEWED B Y.•
ASSi�TANT PUBLIC WORKS DIRECTOR, CIN OF BAKERSFIELD
APPROVED SK,
PlBLIC 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.DRAINAGEc 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
1/25/1-7
STREET IMPROVEMENT PLANS
111 EAST PLANZ ROAI)
BAKERSFIELD.,
MATERIALS, LIST:
THE QUANTITIES SHOWN BELOW ARE FOR PERMIT PURPOSES
ONLY, AND SHALL NOT BE USED FOR PROJECT BIDDING. THE
CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN
ESTIMATE OF QUANTITIES FOR PROJECT BIDDING.
EAST PLANZ ROAD IMPROVEMENTS
LOCAL COLLECTOR 19493 L.F.
A.C.' PAVEMENT - 0.30' 11473 TONS
AGGREGATE BASE - 0.40' 965 CY
6" CURB AND GUTTER 19310 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 21978 L.F.
TRAFFIC CONTROL SIGNS/ 9 EA.
OBJECT MARKERS
BARRICADE 2 EA.
SAWCUT 50 LF
CALIFORNIA 93307
SHEET No. INDEX
1� COVER SHEET &PLAN SHEET INDEX
O GENERAL NOTES. &SPECIFICATIONS
O GENERAL NOTES &SPECIFICATIONS
O DETAILS &TYPICAL SECTIONS
O EAST PLANZ ROAD PLAN &PROFILE
O EAST PLANZ ROAD PLAN &PROFILE
O EAST PLANZ ROAD SIGNAGE &STRIPING PLAN
CALL: 1-800-227-2600
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KEY MAP LEGEND
I I I ( KEY MAP 4 SHEET INDEX NUMBER
SCALE: 1 = 200
DIRECTION OF DRAINAGE
-- PROPOSED 22,000 LUMEN STREET LIGHT
WITH NUMBER
CO PROPOSED CONCRETE MONUMENT
6.1-1781
CITY RECORDS N0.
JOB No..
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OWGNO.:
761ST
DATE.
09/77/2077
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VICINITY MAP
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1/25/1-7
STREET IMPROVEMENT PLANS
111 EAST PLANZ ROAI)
BAKERSFIELD.,
MATERIALS, LIST:
THE QUANTITIES SHOWN BELOW ARE FOR PERMIT PURPOSES
ONLY, AND SHALL NOT BE USED FOR PROJECT BIDDING. THE
CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN
ESTIMATE OF QUANTITIES FOR PROJECT BIDDING.
EAST PLANZ ROAD IMPROVEMENTS
LOCAL COLLECTOR 19493 L.F.
A.C.' PAVEMENT - 0.30' 11473 TONS
AGGREGATE BASE - 0.40' 965 CY
6" CURB AND GUTTER 19310 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 21978 L.F.
TRAFFIC CONTROL SIGNS/ 9 EA.
OBJECT MARKERS
BARRICADE 2 EA.
SAWCUT 50 LF
CALIFORNIA 93307
SHEET No. INDEX
1� COVER SHEET &PLAN SHEET INDEX
O GENERAL NOTES. &SPECIFICATIONS
O GENERAL NOTES &SPECIFICATIONS
O DETAILS &TYPICAL SECTIONS
O EAST PLANZ ROAD PLAN &PROFILE
O EAST PLANZ ROAD PLAN &PROFILE
O EAST PLANZ ROAD SIGNAGE &STRIPING PLAN
CALL: 1-800-227-2600
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APN: 170-270-05
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I I I I EE SS/0VoN
e
1 1 W RCE 43130 ;'n
Exp. 3-31-18
I I
IA
�
_ _ i 9T iV�� C oQ`=u4
APN. 170 270 06 I I F of F_
A
I
1w1
2000 EAST PLANZ ROAD 1
b vi
"FUTURE SOLAR PANEL SITE Z
O LOT 30
LOT 27 LOT 28 C� LOT 29 SALES MAP OF LANDS
I SALES MAP OF LANDS I
0 I Z 1 OF KERN COUNTY I
01 SALES MAP OF LANDS SALES MAP OF LANDS
10 OF KERN COUNTY I OF KERN COUNTY I 1 OF KERN COUNTY I LAND: CO.
Z
APN: 170-270-19 LAND CO. LAND CO. <C
LAND. CO.
O
'~
I
I
UI 1 I I
I LIMITS OF IMPROVEMENTS I
PROPOSED CATCH BASINwill. FlIfIN1111111 W/1101 1001 Flol I I I
I fF�m, 0014 r
EN I I'll 0/10111 rloll
71637 5 6 7 71638
E. PLANZ ROAD _
TRACT 1443 wI I SEE SHEETS 5, 6& 7
M -BK. 6, PG. 140 APN: 172-020-•16
V)
KEY MAP LEGEND
I I I ( KEY MAP 4 SHEET INDEX NUMBER
SCALE: 1 = 200
DIRECTION OF DRAINAGE
-- PROPOSED 22,000 LUMEN STREET LIGHT
WITH NUMBER
CO PROPOSED CONCRETE MONUMENT
6.1-1781
CITY RECORDS N0.
JOB No..
>g -76f
OWGNO.:
761ST
DATE.
09/77/2077
ORAWNBY,•
TCB
CHECKEDBY
M!N
SHEET
OF 7
SHEETS
I
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 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 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 20%.
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 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 I 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 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 (907o) 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.
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. CONCQRETE IMPROVES
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) 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, 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-3091
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.
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CIV
OF C ALF
6.1-1781
CITY RECORDS N0.
JOB No.
96-761
DWGNO.:
761ST
DATE.•
09/77/2077
ORAWNBY
TCB
CHEMED BY
M/N
SHEET n
L
OF 7
SHEETS
ASPHALT CONCRETE PAVING NOTES:
ASPHALT CONCRETE PAVW_ G NOTES CONT.:
18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED
TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO
ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT
A CONSTANT OFFSET FROM, AND PARALLEL TO, THE NEAREST LANE LINE OR
PAVEMENT EDGE AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE
PAVEMENT CENTERLINE. -ALL GROUND AREAS SHALL CONFORM TO THE
REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF
SECTION 42-2.02, "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG SEAL
COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S.
EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT
EMULSION AS DIRECTED BY THE 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
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.
DEM OU TI 0 N N OT_ES:
1. CONTRACTOR SHALL PERFORM ALL NECESSARY DEMOLITION WITHIN THE LIMITS OF WORK
AS REQUIRED TO COMPLETE CONSTRUCTION INDICATED ON THE PLANS.
2. EXCEPT AS OTHERWISE INDICATED, ALL UTILITIES ARE TO BE PROTECTED. IN-PLACE.
3. ALL MATERIAL GENERATED FROM DEMOLITION, INCLUDING PIPING, PLANTS, ORGANIC
MATERIAL, A.C. PAVEMENT, CONCRETE, AND MISCELLANEOUS DEBRIS SHALL BECOME THE
PROPERTY OF THE CONTRACTOR AND SHALL. BE REMOVED FROM THE SITE AND
PROPERLY DISPOSED OF IN ACCORDANCE WITH ALL LAWS AND ORDINANCES.
4. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE EVENT UNANTICIPATED
HAZARDOUS MATERIAL IS ENCOUNTERED.
5. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, SEAL AND CAP ALL UTILITIES THAT
PREVIOUSLY SERVED BUILDINGS.
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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C/V i\- Qom•
F CF C A0.
.1-1781
CITY RECORDS N0.
✓OBNo.: I
1. ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE "A" (MODIFIED) FOR ALL
OWGNO.:
ARTERIAL AND COLLECTOR STREETS AND TYPE "B" (MODIFIED) FOR LOCAL STREETS
DA TF,
AND SHALL CONFORM TO THE PROVISIONS IN 'SECTION 39, "ASPHALT CONCRETE," OF
ORAWNBY
THE STANDARD SPECIFICATIONS AND THESE PROVISIONS.
CHEMED BY
2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR
SHEET -3
OF 7
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
II
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.
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 0.1.5 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
9
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
II
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.
ASPHALT CONCRETE PAVW_ G NOTES CONT.:
18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED
TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO
ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT
A CONSTANT OFFSET FROM, AND PARALLEL TO, THE NEAREST LANE LINE OR
PAVEMENT EDGE AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE
PAVEMENT CENTERLINE. -ALL GROUND AREAS SHALL CONFORM TO THE
REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF
SECTION 42-2.02, "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG SEAL
COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S.
EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT
EMULSION AS DIRECTED BY THE 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
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.
DEM OU TI 0 N N OT_ES:
1. CONTRACTOR SHALL PERFORM ALL NECESSARY DEMOLITION WITHIN THE LIMITS OF WORK
AS REQUIRED TO COMPLETE CONSTRUCTION INDICATED ON THE PLANS.
2. EXCEPT AS OTHERWISE INDICATED, ALL UTILITIES ARE TO BE PROTECTED. IN-PLACE.
3. ALL MATERIAL GENERATED FROM DEMOLITION, INCLUDING PIPING, PLANTS, ORGANIC
MATERIAL, A.C. PAVEMENT, CONCRETE, AND MISCELLANEOUS DEBRIS SHALL BECOME THE
PROPERTY OF THE CONTRACTOR AND SHALL. BE REMOVED FROM THE SITE AND
PROPERLY DISPOSED OF IN ACCORDANCE WITH ALL LAWS AND ORDINANCES.
4. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE EVENT UNANTICIPATED
HAZARDOUS MATERIAL IS ENCOUNTERED.
5. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, SEAL AND CAP ALL UTILITIES THAT
PREVIOUSLY SERVED BUILDINGS.
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.
QRpf ESS. -10N
O EW K. Vo '9(
7 2
w RCE 43130
Exp. 3-31-18
C/V i\- Qom•
F CF C A0.
.1-1781
CITY RECORDS N0.
✓OBNo.: I
76-767
OWGNO.:
761ST
DA TF,
09/77/2077
ORAWNBY
TCB
CHEMED BY
M!N
SHEET -3
OF 7
SHEETS
i
i
4
out
th of Wigy po"t sftffbe 4o v ffihv:'of .2. a' A=
.. .. M M N.T.S.
ASW 1?-: 1557 to o dw 0 hao top 0/
ek or f
Tw= 6f1mcr
the, -, ts(
4. Comte for Ow W.. voch shall coform to ffi mpkements. -of the k�, rqunm4m OrStoxf4rd Wait: ST -11, 7,
t
Stwdard Specificalb7s. kr;mh7or concre e. MA � C*M
wt cm 12, ad dnd-. r6f:4*��
70 Jb cu W, Concrete aboll w6fe#i: no offiMms. unfts �pebr
the 'city Enginw, M
F00 Width exceed" 609.
5, fimher fam.v An# No surfnrpd an bhp -zfdp. Majad mayt 14 fho rW91 mohnum Awaue *ivv.4 n.
al
6.125-
N.T.S.
45'
34
N.T.S.
CA
EAST PLANZ ROAD
30'
R/W
Aff bt Peck 0"~ 11*ypp Alt, t1401 . - -.1- 1 1. -1 ''1., , . 1 167 1 -1:1
I . 1 ; I . I Gv I I I
Ivi AX.
NATURAL GROUND
tull width, of skL
walk OF. bo
skt q of qroach. See Note 4
on getail ST—10
rr GRADE LINE
19-791
THE
FOLLOWING CITY OF BAKERSFIELD STANDARD
DRAWINGS
SHALL BE CONSIDERED
THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS ARE PER THE
43 Op.
CHEMED 9 Y,
MKV
5""T 411.
OF 7
SHEETS
""PROPOSED""
SUBDIVISION AND ENGINEERING DESIGN MANUAL.DATED 07197
APARTOF
THESE PLANS. (CQNTRACTOR TO
OBTAIN LATEST EDITION THEREOF)
AND S
BE MADE A PAR T OF THESE PLANS
C/Tly so. MO.
1OKSCRIP71 /V
'0
S,0. NO.
VY'S zf/P/70/V
ISI'
0
S7
STXNV4R,0 Caffig aZI7;ZR TYPES "1'
v Z?"& "C"'
-1
r❑
S7-
_/1?
SUMOWAO 4ZZZ""Y CROSS SECT/ON
071v STO. NO.
IOKSCR1107101v
El
S7_2
S7,4104A0 COWWR UZ 01?1VZX41w
ST- /j
_v
STX/vIOX/flo AIRW /V 00/vi/oz/ 7
CK 7_29
SrX1V,0XR,0 7R-X1VS1;70NS,4 7- MOW NXR1?0WNaS
ST -11
STANDARD 0XR1 0 S/1 0z XXz A
S7- /41
STREET 0,4STAR& TYRY-
ST, 41% 0, M, 0 S) � �Z 7 a117..
z ST-
C0&W?fC1XZZ&11Z 77 /W&W zw,01f1W- XPRIf0,401- 7-�eRZ-
F1
S7 If
0'
1?ZS1aF1vCz 0R1WWtv'
r❑
ST -15
S7,410WAO CUL —0E—SAC
Fi
S7_5
110asz- 1va9&ZR_S �CO_R calf9s
0
S7—
iW49,41?49 S;2FYZ/ KNUCKLE
Ci ALJ:;.;0FfM&i
El
_,_S
aa71zR
R
S17_'17
CROSS 671117Z?�
?e 111161'1 RXIfIr 6Xf6ZZ- CUL k0f 7
El
S7_'A?
S7,41140,41F40 &Z,01,41V 6'elRg, 711�96
out
th of Wigy po"t sftffbe 4o v ffihv:'of .2. a' A=
.. .. M M N.T.S.
ASW 1?-: 1557 to o dw 0 hao top 0/
ek or f
Tw= 6f1mcr
the, -, ts(
4. Comte for Ow W.. voch shall coform to ffi mpkements. -of the k�, rqunm4m OrStoxf4rd Wait: ST -11, 7,
t
Stwdard Specificalb7s. kr;mh7or concre e. MA � C*M
wt cm 12, ad dnd-. r6f:4*��
70 Jb cu W, Concrete aboll w6fe#i: no offiMms. unfts �pebr
the 'city Enginw, M
F00 Width exceed" 609.
5, fimher fam.v An# No surfnrpd an bhp -zfdp. Majad mayt 14 fho rW91 mohnum Awaue *ivv.4 n.
al
6.125-
N.T.S.
45'
34
N.T.S.
CA
EAST PLANZ ROAD
30'
R/W
Aff bt Peck 0"~ 11*ypp Alt, t1401 . - -.1- 1 1. -1 ''1., , . 1 167 1 -1:1
I . 1 ; I . I Gv I I I
Ivi AX.
NATURAL GROUND
tull width, of skL
walk OF. bo
skt q of qroach. See Note 4
on getail ST—10
rr GRADE LINE
NATURAL GROUND
FUTURE IMPROVEMENTS BY OTHERS
T_
95% COMPACTION LIMITS
TYPICAL SECTION EAST PLANZ ROAD
N.T.S.
C/L
EAST PLANZ ROAD
12'
30'
PROPOSED
EP
2% MIN. 2% MIN.
0
14 d
—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-15571
T.I. = 6 R -VALUE = 43
TYPICAL SECTION EAST PLANZ ROAD
N.T.S.
2%
F CF C A0
GRADE LINES j
L0.30? A.C. OVER 0.40' A.B. OVER 1.0',
NATIVE, ALL COMPACTED TO 95%
RELATIVE DENSITY PER ASTM D-1557,
T.I. = 6 R -VALUE = 43
R/W
DAYLIGHT
A EP OR CATCH.
8 _VARIES
570
NATURAL GROUND
GRADE LINES
TYPICAL EDGE SHOULDER TREATMENT
N.T.S.
P -PE � MWOM
411 VM Z4 X0101 zi •
JOB No..
19-791
DWG NO.,
791ST
DATE.
09/77/2077
DRA WN 9 K -
43 Op.
CHEMED 9 Y,
MKV
5""T 411.
OF 7
SHEETS
ISI'
SF,
STANDARD,
0/1
MIN
0 R
C WE AL/M�J A FAM
L .1 ILT
. ..-S�
11 �
DRIVE'APPROACH, TYPE
WAM
R/W
-------------------
MY OF BAKERIES"30
ST.—
Ci ALJ:;.;0FfM&i
P 0". S WPAMENT-..�+
PROPOSED
EP
25
NATURAL GROUND
FUTURE IMPROVEMENTS BY OTHERS
T_
95% COMPACTION LIMITS
TYPICAL SECTION EAST PLANZ ROAD
N.T.S.
C/L
EAST PLANZ ROAD
12'
30'
PROPOSED
EP
2% MIN. 2% MIN.
0
14 d
—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-15571
T.I. = 6 R -VALUE = 43
TYPICAL SECTION EAST PLANZ ROAD
N.T.S.
2%
F CF C A0
GRADE LINES j
L0.30? A.C. OVER 0.40' A.B. OVER 1.0',
NATIVE, ALL COMPACTED TO 95%
RELATIVE DENSITY PER ASTM D-1557,
T.I. = 6 R -VALUE = 43
R/W
DAYLIGHT
A EP OR CATCH.
8 _VARIES
570
NATURAL GROUND
GRADE LINES
TYPICAL EDGE SHOULDER TREATMENT
N.T.S.
P -PE � MWOM
411 VM Z4 X0101 zi •
JOB No..
19-791
DWG NO.,
791ST
DATE.
09/77/2077
DRA WN 9 K -
Tog
CHEMED 9 Y,
MKV
5""T 411.
OF 7
SHEETS
4
i
u iRt
::: ; ::::.:
CONSTRUCT 0.30' A.C./0.40' A.B.
FG
FINISH GROUND
BW
BACK OF WALK
GB
EXISTING EDGE OF PAVEMENT
CL
CENTERLINE
FP
HINGE POINT
EXISTING FENCE
TOP OF CURB
LIP
TEMPORARY A.C. SECTION - SEE CONSTRUCTION NOTE 14
EP
EDGE OF PAVEMENT
NG
NATURAL GROUND
Us
EXISTING SEWER MANHOLE
----
RIGHT OF WAY
FL
FLOWLINE
R/W
PARCEL BOUNDARY
@
EXISTING STORM DRAIN MANHOLE
-
CENTERLINE
EX. -ss
EXISTING SEWER TRUNK MAIN
O1
CONSTRUCTION NOTE
EX. -W
EXISTING WATER MAIN
71 X37.-
INSTALL 22, 000 LUMEN STREET LIGHT
GRD
EXISTING " TOPO SHOT WITH
COB
W/ NUMBER PER COB STD. DWG. ST -14.
STA.
SURVEYOR'S DESCRIPTION
SS
DESIGN FINISH GROUND/SURFACE
MH
PROPOSED CONCRETE MONUMENT
HP
ELEVATION TAG
TB
TOP OF BANK
SD
STORM DRAIN
COB
EXISTING CONCRETE MONUMENT
91
DESIGN FLOWLINE/TOP OF CURB
ELEVATION TAG
PROPOSED- STREET NAME SIGN
AC
ASPHALT CONCRETE PAVEMENT
FG
FINISH GROUND
BW
BACK OF WALK
GB
GRADE BREAK
CL
CENTERLINE
FP
HINGE POINT
TC
TOP OF CURB
LIP
LIP OF GUTTER
EP
EDGE OF PAVEMENT
NG
NATURAL GROUND
EX
EXISTING
PL
PROPERTY LINE
FL
FLOWLINE
R/W
RIGHT OF WAY
TP
TOP OF PAVEMENT
TC
TOP OF CURB
FS
FINISHED SURFACE
ESMT.
EASEMENT
FC
FENCE
TYP.
TYPICAL
GRD
GROUND
COB
CITY OF BAKERSFIELD
STA.
STATION
SS
SANITARY SEWER
MH
MANHOLE
HP
HIGH POINT ,
TB
TOP OF BANK
SD
STORM DRAIN
COB
CITY OF BAKERSFIELD
CONSTRUCTION NOTE
O CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER COB STD. DWG. ST -1.
O2 CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER COB STD. DWG. ST -3.
O CONSTRUCT DRIVE APPROACH PER "PROPOSED" COB STD. DWG. ST -4.
O
CONSTRUCT ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTION PER DETAIL A 4
AND TO THE LINES AND GRADES INDICATED ON THE PLANS.
O5 EXISTING UTILITY POLE SHALL BE REMOVED.
O CONSTRUCT ACCESSIBLE CURB RAMP PER CALTRANS STANDARD DETAIL A88A - CASE "A'
O7 CONTRACTOR SHALL RAISE AND/OR ADJUST TO FINISH SURFACE GRADE ALL EXISTING
UTILITY BOXES, VALVES, MANHOLES, COVERS, ETC. PER COB AND UTILITY COMPANY
STANDRADS.
® CONSTRUCT TYPE "A" CATCH BASIN PER COB STD. DWG. D-14.
Qg FURNISH AND INSTALL 22,000 LUMEN STREET LIGHT, INCLUDE FOUNDATION, PULL BOX,
BLANK CONDUIT AND GROUND ROD PER COB STD. DWG. ST -141
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,
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
J 00 u') >:
O >: O o MONUMENT PER COB STD. DWG. ST -13. p
w o 0
20.00' o = oNo z° o o + + o 0 14 REMOVE AND REPLACE PAVEMENT TO TRANSITION TO MEET EXISTING. USE o
o
PROPOSED EP ca + + z N U N z d+, TEMPORARY A.C. SECTION OF 2" A.C. OVER 4" CLASS it A.B. OVER 12" +
.- m N U
r� � U m w COMPACTED NATIVE GROUND. 00
°D � v ~ *ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED.
0 N
• �� r?U i -
N i STEPPED PAVEMENT h Z x 374.59 x 374.45 x 374.27 x-374.69 x 375.46 w Cfl
0 NG, x 374.55 NG x 375.37 x 374.34 NG
x 374.21 "}' m 374.4 NG NG NG NG Z
NG NG = NG NG
LOT 27
0 w
EXISTIN d c FLOWAGE AND DRAINAGE ESMT. SALES MAP OF LANDS OF
'f G EP PER DOC. No. 0217071239, O.R. KERN COUNTY LAND CO.
r
FUTURE IMPROVEMENTS W.,*
¢ W
APN: 70- 270- 9 BY OTHERS PEDESTRIAN WALKWAY ESMT. uj "*"*N
STEP PAVING DETAIL �, PER DOC. No. 0217071237, O.R. 30' WIDE PUBLIC ROAD PER SALES 45' WIDE STREET R/W DE (CATION I
N.T.S. 375.28 c I O MAP OF LANDS OF KERN COUNTY PER DOC. No. 0. R.
z I 26' tet- LAND COMPANY
PROPOSED EDGE I
374.16
OF PAVEMENT x NG .42 8 ( 20' 10 9 x 374.99 1 2 �x
L x 375.28 nl� x 374.45, - - - - NG
EX. CONDUIT N 3� x o-- - -
3, TE _ - Eft x
x 374.35
NG
------ ------ - --- ----- - - - - �.. - - -- - -- -•------------•--------•-••
- -- - - - - - - - - - - - -..-.. -..-.. ..........-..-.......XAt
- ................ 374.79 .... .......
- cn NG 7 EX: f -/W ...................• '10+14.80 MATCH . ......... . - .373:00.. -. '............ 5 d' s €X: -SS ... EX .=SS . 1=X.=SS.EX. EP 372.79E 12 11 �� 4 '�--------.... ----- _ ...EX. -ss ---- .-•-•------------------------------ •
23 EP.........
6 `�-`�E-33, . .
'� .. , ......... Ex... ss
--
-------------- ------
-,-- x74 .----
18+0
E.p ............. x: -ss .. - .............. E a2 . - - - .. x."53 ..;....,;.. 15- 0 x:54.. 1.6 -#COQ �4: 1-7+0O��a• �_..g ... E�1 aQ �• 14+003 N..89 5112 W .... �''-- ''"S �s..... �SF- 3�9<.EX. EDGE OF PAVEMENT TO REMAIN EP Ep.... 3'3.i- � ' s. a .. Fs ............ 5._ �/ -.. -•�- --. .•....... .
- ► r _ - r - ' �-7 - - t '7r � _ ..... .......................... .. .. '....I • - -
-
p ---------------- -----------
-- p._ .......... .-------------------------------------- ••--------- .---------------...
-H '•� _-372.78 • 2........... Ep...... -�> 7 77EP ..... 375-.28....... E ............. _
14 10+00 �� ...... 3'1�...... EP _.
g'S000,
s 373.83 3j 7 13 `3 7 3j EP �3 3j 0 3j --�
4 E73 3 B 6' E- �4`H ^H �S
_ �CuY H �- -- pH -OH -OH S ^H --OH �s OH Fo �H OH - -
7 7 - - - - - - - ----------------375-25---
H
- EX.- W CONCI EP x-3-75-1.0-- --------�37�-5� TB - ------------ -�- '
- 374.4-
- -374-34--
NG
c--374 34--
-�37tr.29- - - - - TB TB
w d,• NG Tg TB -----------
E- 72. 4 FLOWLINE/SWALE PROPOSED EDGE OF PAVEMENT EX. UTILITY POLE AND TE
w c STEP EDGE OF PAVEMENT OVERHEAD UTILITY LINE, TYP.
TRACT 1443 W PER DETAIL "C" SEE THIS SHEET APN : 72- 020-1
M � -
.BK. 6, PG. 140
1 10+14.80 ® 12.00' RT AP
Ld172.[9MATCH EX. EP 372.60E
I• � C
T P AN OA
DETAIL N..OTE:
R/W 0.30' A.C. PAVING OVER 0.40' CLASS II AGGREGATE
30" OF MIN. COVER FOR CLASS III RCP CONSTRUCT� '
STORM DRAIN OR 12" OF MIN. COVER FOR BASE OVER � .aa NAT. GRD. COMPACTED TO 95% MAX. DENSITY HORIZONTAL: 1"= 40 •
CLASS V RCP/RGJ STORM DRAIN REQUIRED I --PROPOSED TYPE VERTICAL: 1"= 2'
SEE DETAIL
NOTE ABOVE
INSTALL 12+ L.F. 18"
RCP SD 0 0.50%
18" INV= 370.33 •
DETENTION BASIN -�
CONSTRUCT OUTLET STRUCTURE
PER COB STD. DWG: D-11
iA1 STORM DRAIN SECTION
N.T.S.
"A" CATCH BASIN
NOR=373.06
DEP=372.89
iNv=17n ,�a
T.1. = 6 R -VALUE = 43
P/L HP
Q,�,pF E SS/0N
K ♦ 0 ql
N aZ' Y Z
w RCE 431.30
rn
Exp. 3-31-18
C/ V 1\1 o�=.
F OF C AL\�
00 V� J �0 J wO� 00 40 Z0� $ 30 04 o G YHRIGJ_ O M
• ¢ o '`3 • Ci , z K) N o M o M d 1wi EX. GROUND_%k\
ci d-
o o o F- r� a� 00 w r- r- � h O F� F�
++ E- � Z rz.. i 00 + °` ij r� z Z + r� DGE OF PAVEMENT,
Z K) f� H rn o II U J w J d' IIS 2. �`s CONC. SIDEWALK OR J
w Oil m LL. w I I-III-1IIEII I.II I-II I -1I �.,,. U-
M � x a w n w o w U- CURB AND GUTTER
U® ¢ o z o an ot4-
�w N � w cq � s �? R = t/�
¢ _ K) K U to _E
CL; (6 w N U `� o N GRADED SLOPE
p r` Z N N w u
Q� + 0 + U \ Z
O_ m 3 QJ W
W N 6 TYPICAL SECTION
Uv),z V) V) 6
o z N.T.S, Qw
m uj
U
378... ....... J. ......... ..
378
................................................................................................................................
EX. GROUND PROFILE
376: :::::: : :::::::: : .@ 34.00'LTQFCL:::::: ::: � :.
2'• $EN•CH DESIGN- CL PROFILE �� ;�15 �`�' 376
EX. GROUND PROFILE EX. GROUND PROFILE @ ;CL
1 pk1�c, •y1
GRADED SLOPE: VARIES �� : @ 12.00' RT OF CL ��A� ;
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; . ; ^,�. �� ; ,\1. . . . . . . . . . . . . . ,i •� � ; ; ; ; �� • F� . ; ; ;
• ; ; ; . ; 374374 o
_- `- -.-.__ __.. ♦ ♦ • • _mss • -
-_ -- .0.211. DESIGN. FL.OWLINE PROFILE. . • . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
047 . . . . . GRADE' 2:1 . . . . . . ; ; ; .. -_ ; ; ; ; ; ; ; ; ; ®34.00' LEFT OF CL ; ; ; :
SLOPE TO EG
372 ................. .:•••:•..;0.23 ••:•••:•••:•••:•••:•••:•••:•••:•• •♦•:•♦•••••:•• :•••:•••:•••: •:•:•••:..•:♦♦•:•••:♦••:••.:•••:•••:•♦♦:♦••: :•••:♦••:•••:•♦♦:••♦:.
EX. GROUND.
. ♦� 372
@ CL
370'.......................................................... .................................::............................ 370
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+0
6.1-1781
NORTH FLOWLINE PROFILE
• - CITY RECORDS.' N0.
A1111111-m
MC% 0
JOB No,
76-767
DWGNO.:
761ST
DA TE-
09/77/2077
ORAWNBY
TCB
CHECKEDBY
MKV
SHEET
OF 7
SHEETS
k
i
A
DEMOLISH AND REMOVE ANY A.C.
PAVEMENT AND/OR DEBRIS FROM
GRADED SLOPE AREA, TYP.
- - - _NG - - - - - - - - - EP
Fe N+SE
CONTRACTOR TO REMOVE EX. SEDIMENTS, BRUSH, tp
CONC., DEBRIS, ETC., WITHIN PAVEMENT . . . - - - - - - - 375.55. . . . 2' BENCH 2:1 MAX ��75.5
EP \- - O_ G _�.\.. TOE OF SLOPE
N
PLACEMENT AREA AND WITHIN 4' AND 2' BENCH. TYPICAL
BACKFILL AND COMPACT'WITH ENGINEER FILL ........... ......
PER STRUCTURAL SECTION AND COB STANDARDS. ---------------------- 5.28
. . . . . . . . . . . . . . . . . . .
. . . . . . . 75.64A
. . . . . . . . . . . . . . 375.91 - - - - EF- EP
3 "4G 71. 10
. . ........ ;> kc -Z/ -Z/ -x - EP -
L - - , .m_ - - - L
..........
. . . . . ... . . . .
. . . . . . . . . .
375.99-
EP
376.12 6
PP 3FT S EP
X
H ^H 0H OH 0H �JH OH
t ooA� ENLARGED DETAIL EAST END OF ROAD TIE-IN
FL P/L
I VARIES - SEE PLAN I - VARIES -
I .
4 21
BENCH
27. MAX.
SECTION A -A
GRADE LINE
EX, GROUND
NOTE*
SEE SHEET 5 FOR LEGEND
AND CONSTRUCTION NOTES
SCALE: 1 20' z
10
EX. DRAINAGE CHANNEL 1 I1 -
LOT. 29
o 0 w SALES MAP"OF LANDS
0 0 0 1 V) I') -
LOT 28 C5 m to uj < OF KERN COUNTY
C3 0 rl-- I
LOT 27, 0 SALES MAP OF LANDS OF + 0+ + ul 1 13: LAND CO.
0 �l* -
SALES MAP OF LANDS OF + 04 4 C-4 376.27
00 KERN COUNTY LAND CO. to 04 rn TB I
KERN. COUNTY LAND CO. CO v, r rA
375.94 )/-SEEENLARGED DETAIL
x 376.60 x 377.90 x 377.74 x 375.44 V) TB I
x 375.46 < x 375,85 x 376.03 x 377.00 V) x 378.79 NG NG - LLJ 376.16
NG NG NG NG NG NG NG h -1 J 373.54 w EP
V) 0) U- UL NG
r LIMITS OF NEW A.C. PAVEMENT
+ I LO
L0377.72
Z
LAJ T- 0 N+SE
1
uj C4 C4 z
uj 45WIDE STREET R/W DEDICATION 24+92.97 0,63.26 LT. AP
PER DOC. No. O.R.Cl 77178
V) 30' WIDE PUBLIC ROAD' PER SALES 1 -7 7� -70 X p
uj MAP OF LANDS OF KERN COUNTY 12 _s
(G
uj
1 2 NG 6.
V) 1 2 9 LAND COMPANY ........... 376.24
374.16_,,x
NG EP
7163
8 ---- 376;36 A7459 375.
.87 x 374.70 ��A,376.1 p 6.99
I x I 1-wak, . .... ... .
-1-6 59 ---- ---- ---------- -------- ---- ......................... FC N+SE
.......................... ..... ...... ........... .. ............ .... .................
.......................... .... ..... . 375.55-.*.-.*.* 375.5
................. NC 7 E
.............. ...... .............. .......... ...... . ... ... ...........
... .......... ....... ...... .....................
-7-7= . . . . . . . . . . ...... s . . . . . . . .
... ............ ----- EX.- 'EX.' ' S .375'92
6
-7 . .............................................. ....................... ...........................
--------------- ----------------
---- ------ --- ----- -----------------
>�_374'56 ' ' 0 x 376.42 -------- _Q6 �__.
... ....... .......... ...... ....... ...
-E-X.�S-S- EX. -SS -- - -------- : N§
.. . ... . EX :SS ......... ... ......... .................. ............... ...... I ..... ........ .................. ......... ............... EX:
........ ..... ................ ....... .................. Skc�_ - - - A -------- EX.- Ex. -ss." --.".s - 24+
- ... ..... ......... ! -
..................... ..... ........... . 5.
375:9
EP EP
........ ........ ....... ..... 0 _03t. ................... -----------
................... ........................... ....... ............................................ - ........... EP
9 1
............. ............ ..... .. ........ ................... .... .... 3 \A<�7,5.64 x 3-7
........... .. ............................ 21'+C .... 22+ 2, -
....... -7 9.2 ................. - 3+0
+2 O. -A" g "' 1� .... - - - - - - - - - - - - - -N--.89*51`12" 'w. fl; ................... ....... . .........
.......... ............ ........ --------- IT,! ........................ E
. .................... ..... ------ . .......... ........................... . ----
18+00-�- A ...........................
................. 9 )01-1 ...........
_I .5- 5i f
-- - - - - - - - - - .......... 4: _Pl 75.10
............... ......... p
, 5 16
................................................... .............................................................. ............................................. ................................ .............................. ----- -----------------------_- 375.99.....
.... ................................................... ......................................... ............. ...................................... ................................ ....................... ..... . ..............
3,75.06
376.12
�3FT_ s 24+92.97 EP
$ �Frs� fzpp
bc LA
H _0H =0H
OH
3js
H
0
OH -------- - QH_ _04 375.74
376.74 - - - -375.98 L
-37-5-4-S- TB TB TB �ppmTrl`
TB FLOWLINE/SWALE 24+92.97 0 12.00' RT. AP
-374-t8- TB PROPOSED EDGE OF PAVEMENT
71 38
------ -------
TB
ASEE,. ENLARGED DETAIL
CONSTRUCT 0.30' A.C. PAVING OVER 0.40' CLASS 11 AGGREGATE
p A t- r- jr- p -1 - f-\ ^I hl i A -I- t'\ rn M f-\ k A n /'\ Tr' M -r/"\n C Or L A A M r- K I V* 1 r\/
CURVE TABLE
E 5 S/041
K. Vo
7!;;
RCE 43130 rn
C-!> cn 4 rn
I uj
CURVE
LENGTH
RADIUS
TANGENT
DELTA
Cl
46.78 I
30.00'
29.65'
89020'07"
0 M Dr U V r M I UU I N /-\ I V M L). k-, V IVI r- M U I CV I U Z2 J /b MMA. Li C_ I N J I I I Exp. 3-31-18
T.1. 6 R -VALUE 43
cm\,
HORIZONTAL: 'l"= 40'
OF C A\,
VERTICAL: 1"= 2'
0 (0 00 X C-4 n
o
0 n 0 (D 0) z (D
N ui L "i c� ui 6
CO c; ui r, 0) 2+ 0 r*- -u-) :D r-
+ + PO 0 + n 0 +
00 (0 1*
_j vi
U -
U -
0 V) m M W . 0
V) V)
0)
uj LO 0i LL_
Z z
I W + + ui z
ui
X
V)
< uj V) U)
uj
U-
378
.............. .. ........................................................ .................... ............................................. ..46,78' ...... ...... 378
ON CUR -VE
EX. GROUND PROFILE* @ CL
DESIGN Cl: PROFILE
........................... .......................... ....................... .. ................... ......................
376
............ . .. N ................ .................. .................. ............ ....... ................................. ................... ... 376
o.50.
0:21%
. . . . . . . . . . . . .............................. ................ .......................... . . . . . .. ................................................
374 t
0.21%.
........................................... 374
E`X.'
FX. GROUND;PROFILE .@ 12.00' R -T OF CL
@ 34.00' LLT -OF CL- DESIGN FLOWLINE PROFILE
.................................................................................................... ..........................................
.34-00
LEFT OF -CL .......
372
............................................................................................................................... ........ 372
....................... .................................................. ..........................................................................................
370
................................................................................................................................................................... 370
18+ 00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 6.1-1781
NORTH FLOWLINE PROFILE CITY RECORDS NO.
10B No.,
16-761
DWGNO:
761ST
DA TE-
09/91/2097
DIMWNBr:
TOB
CH, ECffED B r.
YKV
SHEET
. OF 7
SHEETS
0 ?
k
4
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
D:
LEGEND:
76-767
— —
STREET RIGHT OF WAY
—
STREET CENTERLINE
CHS
PROPOSED CHANNELIZER
-�--
PROPOSED TRAFFIC CONTROL SIGN
+
PROPOSED "METRO" STREET NAME SIGN
DIRECTION OF TRAVEL
71637_
PROPOSED STREET LIGHT WITH NUMBER
EXSITING EDGE OF PAVEMENT
CL
CENTERLINE
R/W
RIGHT—OF—WAY
EX.
EXISTING
151.2'±
PROPOSED EDGE OF PAVEMENT
LOT BOUNDARY
EX. EDGE OF
PAVEMENT TO REMAIN 10+00. 1
Lo
EX. STREET NAM
ui
m
Q
w
ui
V)
1
ui
Z
J
U
H
Q
i
LOT BOUNDARY
10+14.8 11i'00
N
Fr7
Wl4-1 2
STEP EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT
PER DETAIL C/5
330' TAPER (6' TRANSITION 0 55 MPH DESIGN SPEED)
I
EAST
•
SALES MAP OF •
COUNTYKERN •
R/W
...
1O PAINT TRAFFIC LINES PER CALTRANS STD. A20A DETAIL 22.
O PAINT TRAFFIC LINES PER CALTRANS STD. A208 DETAIL 276.
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
s "
-719 —7
GENERAL PAVEMENT DELINEATION & SIGNAGE NOTES
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 .13Y 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.
INSTALL TYPE III BARRICADE
ACROSS PROPOSED WIDTH OF
STREET. INSTALL TYPE OM 4-3 �
MARKERS AND (1) W-31 SIGN.
Lo
�. o STREET CENTERLINE 1
1
co .
2 0 2
PROPOSED EDGE OF PAVEMENT EX. R/W
45'
34LIMITS OF PROPOSED
EDGE OF PAVEMENT
i
24+92.97
\\--INSTALL TWO SIDE REFLECTIVE TYPE
III BARRICADES ACROSS ENTIRE
WIDTH OF EAST PLANZ ROAD.
INSTALL TYPE OM4-3 MARKERS &
W31 (CA).
O
W
m
w
V
z
J
S
U
H
4
QRpf ESS/pN
vi z 7 2
w RCE 43130
rn
Exp.3-31-18
9T cm\_
F OF C AQP
6.1-1781
CITY RECORDS N0.
JOB No..
76-767
OWGNO.:
761ST
DATE.'
09/77/2077
DRAWNBY
TCB
CHECKEDBY.•
M/N
SHEET
7
OF 7
1 -
SHEETS