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LIST OF ■
STREET
NAME
ITEM DESCRIPTION
1A.C. PAVING
STREET
CLASSIFICATION
IMPROVEMENT
LENGTH
(FT)'
,CL 11 AGG. BASE
SHELLY LANE
LOCAL
489
PICO AVE
SHELLY LANE
EDWARDS AVE
LOCAL
CURB & GUTTER
BERNARD ST
NEW MARKET WAY
PCC SIDEWALK ,®'lll
COLLECTOR
—
PCC DRIVEWAY rUNDE
CITY STANDARD STREET LIGHT
• L DRAIN
CONCRETE BROW DITCH
W-
COUNTY STAN DARD i WALL
4 14,
STREET IMPROVEMENT PLAN
RESIDENCES AT EAST HILLS
3345 BERNARD- STREET. BAKERSFIELD, CA 93305
APNES 130462-27
PUD# 19-0141
ABBREVIATIONS FUGITIVE DUST CONTROL NOTES SHEETINDEX
AC ASPHALT CONCRETE G13 GRADE BREAK • NO PERSON SHALL CAUSE OR ALLOW THE EMISSIONS OF FUGITIVE TITLE SHEET s • • .. w . • r • • • • . r .. w . . w . w w . . .. t .. t . . t s . t « « « s . • « . r • • r r • r • . w . w w .www . w w . . t w . t ♦ wt ♦ . t ..
APN ASSESSOR PARCEL NUMBER L LENGTH DUST FROM ANY ACTIVE
OPEN STORAGE
OR NOTES
OPERATION, PILE, •t«•«•.•............................................••....................w
DISTRIBUTEDBCR BEGINNING OF CURB RETURNNTS NOT TO SCALE
I.....tt............•.........•........................•..•..•...........
BVC BEGIN VERTICAL CURVE PRC POINT OF REVERSE CURVE A. THE DUST REMAINS VISIBLE IN THE ATMOSPHERE BEYOND THE PLAN & PROFILE . ........w.t.......•.....................................................
SOURCE;BW, BOTTOM OF WALL PI POINT OF INTERSECTION PROPERTY LINE OF THE EMISSION OR NOTE TO CONTRACTOR
CL CENTERLINE PL PROPERTY LINE B. THE DUST EMISSION EXCEEDS, 20 PERCENT CAPACITY AS
D'WG DRAWING PROP PROPOSED DETERMINED BY THE APPROPRIATE TEST METHOD INCLUDED IN HE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH
DWY DRIVEWAY R RADIUS RULE 403 IMPLEMENTATION HANDBOO IF THE DUST EMISSION IS GENERALLY ACCEPTED CONSTRUCTION
E EAST ELECTRICAL R/W RIGHT–OF–WAY THE, RESULT OF MOVEMENT OF MOTORI ED VEHICLE. CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
EA EACH s SEWER / SOUTH 2. NO PERSON' SHALL CONDUCT ACTIVE OPERATIONS WITHOUT RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
EC END OF CURVE STA STATION UTILIZING THE APPLICABLE BEST AVAILABLE CONTROL MEASURES CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS
ECR END OF CURB RETURN STD STANDARD INCLUDED IN TABLE 1 OF THIS RULE TO MINIMIZE FUGITIVE DUST AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY
HOURS,EP EDGE OF PAVEMENT TC TOP OF CURB EMISSIONS FROM EACH FUGITIVE DUST SOURCE TYPE WITHIN THE CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
DEFEND,EVC END VERTICAL CURVE TYP TYPICAL ACTIVE OPERATION. AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO
DESIGN,EX/EXIST EXISTING TW TOP OF WALL INDEMNIFY AND HOLD ATLAS CIVIL
INC. HARMLESS - FROM ANY
FG FINISHED GRADE VC VERTICAL CURVE 3. NO PERSON SHALL CAUSE OR ALLOW PM10 LEVELS TO EXCEED 50 AND ALL. LIABILITY, #
IN CONNECTION. WITH THE
FL FLOW LINE W WATER / WEST MICROGRAMS PER CUBIC METER WHEN DETERMINED, BY PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY
FS FINISHED SURFACE ® SAMPLING,ION SIMULTANEOUS AS THE DIFFERENCE BETWEEN UPWIND ARISING FROM THE SOLE I #INC.
(XXXX) EXISTING ELEVATION AND DOWNWIND SAMPLES COLLECTED ON HIGH–VOLUME ®PERSONNEL.
UTILITYPARTICULATE MATTER SAMPLERS OR OTHER U.S. EPA–APPROVED
LEGEND EQUIVALENT METHOD FOR PM10 MONITORING. IF SAMPLING IS THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND
CONDUCTED, SAMPLERS SHALL BE: LINES
A. OPERATED, MAINTAINED,ANDI
PLAN, AND SHALL BE RESPONSIBLE FOR
NG THEM FROM
40 CODE OF FEDERAL REGULATIONS
PART
APPENDIX
(CFR), # DAMAGE.
U.S. THE EXISTENCE AND LOCATION OF ANY UNDERGROUNDEXISTING IMPROVEMENTS, J,OR APPROPRIATE U.S. 'EPA PUBLISHED DOCUMENTS FOR UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE TO THE
MINIMIZED.PROPERTY BOUNDARY LINE EPA–APPROVED EQUIVALENT METHOD(S) FOR PM10. BEST OF OUR KNOWLEDGE. THE CONTRACTOR IS REQUIRED TO TAKE
B. REASONABLY PLACED UPWIND AND DOWNWIND OF KEY ACTIVITY DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN
RIGHT OF WAY ROW AREAS AND AS CLOSE TO THE PROPERTY LINE AS FEASIBLE, SUCH AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE
THAT OTHER SOURCES OF FUGITIVE DUST BETWEEN THE SAMPLER PLANS.
CENTERLINE AND THE PROPERTY LINE ARE
EX. CONTOURS`✓ £r :...... ...... ......
POINTALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN
4. NO PERSON SHALL ALLOW TRACT–OUT TO EXTEND 25 FEET OR ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS
II
OPERATION,AC ACTIVE NOTWITHSTANDING THE PRECEDING,
ALL SO THAT ALL TENANTS ARE PROVIDED A SAFE PLACE TO LIVE AND
..j✓.........../ .......aa.tl...........It ..........a ........
EDGE OF PAVEMENT
. TRACT–OUT FROM AN ACTIVE OPERATION SHALL BE REMOVED AT THE PUBLIC, IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
33
THE CONCLUSION OF EACH WORKDAY OR EVENING SHIFT. SHALL COMPLY WITH THE
OCCU PATIONAL SAFETY AND HEALTH
OF THE US DEPARTMENT OF
EX. #}
LABOR,
AND- *WITH THE
NO PERSON SHALL CONDUCT AN ACTIVE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL - RELA ' TI ON
« WATER MAIN ,l r 3 f r!
' ELECTRICAL LINE . ......... OPERATION WITH A DISTURBED SURFACE AREA OF FIVE OR MORE "CONSTRUCTION SAFETY ORDERS THE CIVIL ENGINEER SHALL NOT BE
• ACRES, OR WITH A DAILY IMPORT OF EXPORT OF 100 CUBIC
CONTRACTOR'S SUBCONTRACTOR'S
YARDS OR MORE OF BULK MATERIALS WITHOUT UTILIZING AT RESPONSIBLE FOR THE
EX. POWER POLEf..
..iLEAST ONE OF THE MEASURES LISTED IN SUBPARAGRAPHS COMPLIANCE WITH THE FEDERAL AND STATE REGULATIONS.
SEWER MANHOLE
5 E AT EACH VEHICLE EGRESS FROM THE SITE TO A PAVED
• °_ �/
THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES
:::% i, % •
CONDITIONSEX. HYDRANTA.. INSTALL A PAD CONSISTING OF WASHED. GRAVEL (MINIMUM–SIZE: IN PLANS AND/OR FIELD
CONSTRUCTION,ONE INCH) MAINTA . INED IN A CLEAN CONDITION TO A DEPTH OF AT ENGINEER FOR RESOLUTION PRIOR TO
AND SHALL BE
J ,... AND .
EX. WATER -VALVE * .,,,,......OF RAISED LEAST SIX INCHES
DIVIDERSAT LEAST 50 FEET LONG.
PROPOSED IMPROVEMENTS B. PAVE THE SURFACE EXTENDING AT LEAST 100 FEET AND AT IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADHERE TO ALL
LEAST 20 -FEET WIDE. CALIFORNIA CODE' REGULATIONS. ALL CONSTRUCTION SHALL MEET OR
PROP. CONTOURS —335 C. UTILIZE A WHEEL SHAKER/WHEEL SPREADING DEVICE CONSISTING EXCEED THE CURRENT CALIFORNIA BUILDING CODES AT THE TIME OF
I , , .
SAWCUT FEET LONG AND 10 F ET WIDE TO REMOVE BULKMATERIAL
VEHICLETIRES AND I
CONCRETE DITCH PER • 3 INSTALL,
DRAWINGS, AND UTILIZE A WHEEL WASHING SYSTEM TO REMOVE. THE UNDERGROUND UTILITIES AS SHOWN HEREON HAVE BEEN LOCATEDBULK MATERIAL FROM TIRES AND VEHICLE UNDERCARRIAGES FROM OBSERVED FIELD SURVEY EVIDENCE AND EXISTING
TRUNCATED DOMES4EXIT THE SITE. INCLUDING BUT NOT LIMITED TO THE FOLLOWING: PLANS PROVIDED BY
ANY OTHER CONTROL MEASURES APPROVED BY THE EXECUTIVE THE
AND MUNICIPAL AGENCIES. THE
E. CLIENT, UTILITY f
OFFICERS AND THE U.S. EPA AS EQUIVALENT TO THE ACTIONS SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES
BLOCK WALL APWA STD. 622-1 80 LF SPECIFIED IN SUB -PARAGRAPHS (D)(5)(A) THROUGH (D)(5)(D). SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER
SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOTSTD COMBINATION 3t707 SF ENGINEER'S
SIDEWALK THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME ORUNDER EXACT LOCATION INDICATED ALTHOUGH HE DOES NOT CERTIFY THAT
MY DIRECTION 'AND TO THE BEST OF MY KNOWLEDGE AND BELIEF THEY ARE LOCATED AS ACCURATELY AS POSSIBLE
AC PAVEMENT (LOCAL) -�71274 SF COMPLY WITH CITY OF L ORDINANCES, STANDARDS, INFORMATION AVAILABLE.
DESIGN AND THAT THEY INCLUDE ALL I
CRITERIA, UTILITIES.
LIGHT MPROVEMENT LOCATED THE UNDERGROUND
2 EA REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
STREET , .ANY
6 OVER 1 ACRE
®r ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE - ORDINANCES,
DURINGSTANDARDS AND DESIGN CRITERIA ENCOUNTERED THISI
CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS POLLUTANT DISCHARGE ELIMINATION SYSTEM 659 CUR -B AND GUTTER ST -1
• a a re r . !# (NPDES),
A "NOTICE OF LF REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER'INTENT
01 TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT
I TO DISC ARGE STORM WATER ASSOCIATED WITH CONSTRUCTION
SIDEWALK I w DA fACTIVITY
LLED WITH
f I
BEGINNINGSTATE WATER RESOURCES CONTROL BOARD I SACRAMENTO BEFORE
No. 84364 THE IACTIVITY.
REQUIRES1 EA
STID CURB RAMP ST -1 0THE GENERAL PERMIT k�
aaa«pay
PREVENTION PLAN PWPP L BE PREPARED, CONTINUOUSLY CARRIED
INSPECTIONDURING
_
NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION
6/9/2020
1 EA :r:[' (WDID NUMBER 5F15C390036 HAS BEEN ISSUED BY THE STATE
PCC, DRIVE APPROACH ST -4
4a! .
TYPE
:.
COUNTY STD DRIVEWAY APPROACH R-55
TYPE ff COMMERCIAL
STREET CLASSIFICATION TABLE
STREET
NAME
INTERSECTING
STREETS
STREET
CLASSIFICATION
IMPROVEMENT
LENGTH
(FT)'
PICO AVE
SANDY LANE
SHELLY LANE
LOCAL
489
PICO AVE
SHELLY LANE
EDWARDS AVE
LOCAL
226
BERNARD ST
NEW MARKET WAY
OSWELL ST
COLLECTOR
—
VICINITY MAP
SCALE: NOT TO SCALE
at-1011100111121011�►
OWNE DEVELOPER EN GI N EER
HOUSING .AUTHORITY ATLAS CIVIL DESIGN, INC.
OF THE COUNTY OF KERN 2191 EL CAMINO REAL, STE. 208K
601 24TH ST BAKERSFIELD, CA'93301
CA 92054
,
SITE ADDRESS & INFORMATION
3345 BERNARD ST APN: 1301-162-27
BAKERFIELD
CA 93306
!GROSS LOT AREA: 5.218!
329 SF
NET LOT AREA: 976 AC/
752 SF
• ,
AREA:DISTURBED 3
868 SF
.LOT 1 AND LOT 2 OF -CERTIFICATE OF COMPLIANCE SITUATE IN THE
CITY OF , COUNTY OF CALIFORNIA, STATE OF
RECORDED FEBRUARY 6, 2020 AS DOCUMENT NO. 220016855 FILED IN
THE -OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
BASIS OF BEARING
BEING 3
BEARING OF # P;
W.
FIELDRESOLVED BASED ON CURRENT
PRIMARY FILES USED WERE RSB. 14/56 AND 'LLA NO. .
THIS SURVEY WAS PREPARED WITHOUT 'THE,''BENEFIT OF A TITLE'
BENCHMARK
CONCRETE MONUMENT WIT I H BRASS
CENTERLINE OF BERNARD STREET, NEAREST THE NORTHWESTERLY
CORNER
O PARCEL
A1111, A PER
TOPOGRAPHIC
RAP L!r PREPARED
! Pi 111"
LANDMARK SURVEYING & ENGINEERING,
ELEVATION
RYAN STARBUCK DATE
TRAFFIC ENGINEE
REVIEWED: 7- -7- Zozo
STUART PATTESON I STAN T PUBLIC WORKS DIR CTOR DATE
R.C.E.
CITY RECORDS N0.
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GENERAL NOTES
1. 'ALL GRADING SHALL CONFORM TO THE CITY OF LOCATION OF REQUIRED TESTS SHALL BE DETERMINED
BAKERSFIELD ORDINANCE AND STANDARDS PERTAINING PM 10 EMISSIONS. SPRAYING SHOULD BE SUFFICIENT BY THE CITY ENGINEER.
THERETO (APPENDIX CHAPTER 33 1997 U.B.C.) TO ENSURE THAT SOILS REMAIN DAMP, WITH THE 37. ANY WORK CONNECTING TO EXISTING FACILITIES FROM
FREQUENCY OF SPRAYING DEPENDENT ON THE PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S
2. SOILS ENGINEER, DESIGN ENGINEER/BUILDING OFFICIAL ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC
WEATHER CONDITIONS. RIGHT -OF. WAY TO ESTABLISH THE NECESSARY
WILL BE NOTIFIED 24 HOURS PRIOR TO PLACING OF
ANY MATERIAL. DEPOSIT FOR A STREET PERMIT. FOR TRACTS WITH
3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED
GRADING IN ACCORDANCE WITH CITY OF BAKERSFIELD
ORDINANCES.
4. THE DESIGN ENGINEER SHALL EXERCISE " SUFFICIENT
SUPERVISORY CONTROL DURING GRADING AND
CONSTRUCTION TO ENSURE COMPLIANCE WITH THE
PLANS, SPECIFICATIONS AND CODE WITHIN HIS
PURVIEW.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
GRADING OF THE PAD AREA TO '0.10 FOOT. IF THE
PAD SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT
OUT OF THE LEVER AFTER COMPACTING AND
ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL
RETURN AND CORRECT THIS GRADING AT NO COST TO
THE OWNER.
6. EXCAVATION - EXCAVATION SHALL CONSIST OF ALL
EXCAVATION INVOLVED IN THE GRADING CONSTRUCTION
OF THE LOT, EXCEPT ANY EXCAVATION SEPARATELY
DESIGNATED AND PAID FOR AS A SEPARATE ITEM.
7. EMBANKMENTS - EMBANKMENT CONSTRUCTION SHALL
CONSIST OF CONSTRUCTION EMBANKMENTS INCLUDING
THE PREPARATION OF AREAS FOR WHICH THEY ARE
TO BE PLACED. THE CONSTRUCTION OF DIKES WITHIN
THE CONSTRUCTION AREA WHERE UNSUITABLE
MATERIAL HAS BEEN REMOVED AND THE PLACING AND
COMPACTING OF EMBANKMENT MATERIAL IN HOLES,
PITS AND OTHER DEPRESSION WITHIN THE GRADING
AREA. FULL COMPENSATION FOR EMBANKMENTS,
PREPARING SUB -GRADE AT THE GRADING PLANE,
CONFORMING TO THE GRADE TOLERANCE, DOING
NECESSARY PLUMBING OR BENCHING, IMPORTING OR
BORROW, PLACING AND COMPACTING MATERIAL TO THE
LINE AND GRADES SHOWN ON THE PLANS AND AS
DIRECTED BY THE ENGINEER SHALL BE CONSIDERED AS
INCLUDED IN THE CONTRACT PRICE PAID PER CUBIC
YARD FOR FURNISHING AND PLACING THE MATERIAL
OR CONSTRUCTING AS EMBANKMENT AS THE CASE
MAY BE, AND NO ADDITIONAL COMPENSATION WILL BE
ALLOWED FOR SUCH WORK.
8.' 'SURFACE DRAINAGE TO, BE 1% MINIMUM' EXCEPT AS
N OTED.
-9. QUANTITIES FOR EARTHWORK (TOTAL NET ACREAGE=
0.50 AC.)
10. EXCAVATION - 1, 570 CY
11. EMBANKMENT - 10 CY
12. QUANTITIES FOR GRADING PERMIT ONLY, ENGINEER
MAKES NO WARRANTY OF ACTUAL ANTICIPATED
SHRINKAGE FACTOR.. IN CASE ` OF EXCESS OR
SHORTAGE, CONTRACTOR SHALL CONTACT ENGINEER
SO THAT ADJUSTMENTS MAY BE MADE.
13. THE 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
PERSONAS 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 ARCHITECT, OWNER AND THE ENGINEER HARMLESS
FROM ANY 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 OF THE
ENGINEER.
.14. USE ALL MEANS POSSIBLE TO PROTECT CURBS AND
OTHER OBJECTS WHICH ARE TO REMAIN.
15. THE CONTRACTOR SHALL WATER AS REQUIRED DURING
THE GRADING OPERATION TO PREVENT THE
OCCURRENCE OF A DUST NUISANCE.
16. , ALL CUT SLOPES SHALL NOT BE STEEPER THAN 2:1.
17. ALL FILL SLOPES SHALL NOT BE STEEPER THAN 2:1.
18. FILL AREAS SLOPING STEEPER THAN 10.1 SHALL BE
KEYED AND BENCHED TO SUPPORT FILL.
19, ALL SLOPES GRADED SHALL BE PREPARED AND
.MAINTAINED TO PREVENT EROSION.
20. THE SOILS ENGINEER SHALL INSPECT AND APPROVE
ALL EXCAVATIONS PRIOR TO BACK FILLING.
21. THE SOILS ENGINEER SHALL BE NOTIFIED OF ANY ITEM
ENCOUNTERED DURING THE GRADING OPERATIONS THAT
MIGHT AFFECT FOUNDATION STABILITY SO THEY MIGHT
BE TREATED UNDER HIS DIRECTION.
22. UPON COMPLETION OF GRADING AND BEFORE THE
START OF CONSTRUCTION, A FINAL SOILS REPORT
SHALL BE PREPARED BY THE SOILS ENGINEER.
23. ALL GRADING SHALL CONFORM TO THE
RECOMMENDATIONS CONTAINED AND MADE A PART
HEREON IN THE PRELIMINARY SOILS REPORT PREPARED
BY KRAZAN & ASSOCIATES, INC., DATED DECEMBER
13, 2017, FILE NO. 022-17120. ALL
RECOMMENDATIONS AND SPECIFICATIONS ARE PROVIDED
WITHIN THIS REPORT AND SHALL BE FOLLOWED
CONCISELY.
24. ' DURING GRADING OPERATIONS, THE APPLICANT FOR A
DEVELOPMENT PERMIT SHALL BE RESPONSIBLE FOR
THE APPLICATION OF WATER TO DEVELOPMENT SITES
TWICE DAILY TO MITIGATE THE IMPACT OF DUST AND
25. UNDER ENCROACHMENT PERMIT ISSUED BY THE KERN
COUNTY ROADS DEPARTMENT, THE APPLICANT SHALL
CONSTRUCT PARK DRIVE AS PRIVATE ROAD WITH
TWO-INCH A/C OVER A THREE-INCH COMPACTED
BASE OR MATERIAL OF HIGHER QUALITY WITH A
MINIMUM PAVED WIDTH OF 25 FEET WITH TIE-IN TO
MILLS DRIVE.
26. DURING GRADING OPERATIONS, ALL ACTIVITY SHALL BE
RESTRICTED TO PERIODS OF LOW WIND 'TO REDUCE
DUST EMISSIONS.
27. DURING GRADING AND CONSTRUCTION, ALL ACTIVITIES
ADJACENT TO RESIDENTIAL DEVELOPMENT SHALL BE
LIMITED TO 7:00 A.M. TO 7:00 P.M., MONDAY
THROUGH FRIDAY. CONSTRUCTION WILL NOT BE
ALLOWED ON THE WEEKENDS 'OR FEDERAL HOLIDAYS.
28. SHOULD ANY CULTURAL MATERIALS. OR ARTIFACTS
SUCH AS, BUT NOT LIMITED TO, ARROWHEADS,. BEADS,
OR TOOLS BE DISCOVERED DURING GRADING OR
SURFACE DISTURBANCE, ALL WORK WITHIN 200 FEET
OF THE FIND SHALL BE HALTED UNTIL A QUALIFIED
ARCHAEOLOGIST AND TRIBAL CULTURAL RESOURCES
CONSULTANT ARE PRESENT TO REVIEW THE FINDS AND
PROVIDE WRITTEN RECOMMENDATIONS TO MITIGATE
IMPACTS. PRIOR TO . RESUMPTION OF SITE
DISTURBANCE, THE PROPERTY OWNER OR AUTHORIZED
AGENT SHALL SPECIFY, IN WRITING, THE STEPS THAT
WILL BE TAKEN TO MITIGATE IMPACTS AND THE TIMING
OF THOSE ACTIVITIES TO ARCHAEOLOGIST, TRIBAL
RESOURCES CONSULTANT, AND THE PLANNING
DIRECTOR, WORK SHALL NOT BE RESUMED IN THE
AREA OF THE FIND UNTIL CLEARANCE IS GIVEN BY
THE ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT,
OF PLANNING DIRECTOR.
29. SHOULD ANY HUMAN REMAINS BE DISCOVERED DURING
GRADING OR SURFACE DISTURBANCE, ALL SUCH WORK
SHALL BE HALTED ON THE ENTIRE PROJECT SITE AND
THE COUNTY CORONER SHALL BE CONTACTED TO
ASSESS THE FINDS AND PROVIDE RECOMMENDATIONS,
PRIOR TO RESUMPTION OF WORK, IN ACCORDANCE
WITH THE PROCEDURES OUTLINED IN SECTION 7050.5
OF THE HEALTH AND SAFETY CODE AND SECTION
5097.98 OF THE PUBLIC RESOURCES CODE. SHOULD
THE COUNTY CORONER CONCLUDE THAT THE FIND
COULD POTENTIALLY INCLUDE NATIVE AMERICAN
REMAINS OR RESOURCES, THE APPLICABLE TRIBAL
CULTURAL CONSULTANT SHALL BE CONTACTED AND
PERMITTED TO ASSESS THE FINDS. RECOMMENDATIONS
SHALL BE IN WRITING, PROVIDED TO THE PLANNING
DIRECTOR, AND NO WORK SHALL BE RESUMED ON THE
SUBJECT PARCEL UNTIL AUTHORIZED BY THE COUNTY
CORONER AND PLANNING DIRECTOR.
30. ALL USED OIL (AS DEFINED IN SECTION -25250.0 OF
THE CALIFORNIA HEALTH AND SAFETY CODE) SHALL BE
DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE
AND FEDERAL REGULATIONS FOLLOWING CONSULTATION
WITH THE KERN COUNTY ENVIRONMENTAL HEALTH
SERVICES DEPARTMENT/HAZARDOUS MATERIALS
SECTION, STATE OF CALIFORNIA DEPARTMENT OF .
HEALTH SERVICES, AND THE ENVIRONMENTAL
PROTECTION AGENCY. ALL USED OIL AND OTHER
WASTES SHALL BE TRANSPORTED BY A REGISTERED
WASTE HAULER.
31. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM
THE CITY OF BAKERSFIELD PUBLIC WORKS
DEPARTMENT FOR ANY WORK PERFORMED WITHIN
EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS
SECURED BY A SUBDIVISION AGREEMENT, SECURITY
BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR
THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY
AND INSURANCES AS REQUIRED SHALL BE PROVIDED
PRIOR TO ISSUANCE OF A BUILDING PERMIT.
32. IN ORDER TO COMPLY WITH NPDES REQUIREMENTS,
THE CONTRACTOR SHALL FURNISH A STORM WATER
POLLUTION PREVENTION PLAN, HEREAFTER REFERRED
TO AS A "SWPPP". THE CONTRACTOR SHALL FILE A
NOTICE OF INTENT (NOI) WITH THE STATE WATER
RESOURCES BOARD SWRCB). THE CONTRACTOR SHALL
BE CONTINUOUSLY RESPONSIBLE FOR EROSION AND
SEDIMENTATION CONTROL AND STORM WATER.
POLLUTION PREVENTION THROUGHOUT THE CONTRACT
PERIOD. THE SWPPP SHALL INCLUDE BEST
MANAGEMENT PRACTICES, A COPY OF THE NOTICE ' OF
INTENT, VICINITY MAPS, WATER POLLUTION CONTROL
DRAWINGS, COMPUTATION FOR RUNOFF COEFFICIENTS,
MAINTENANCE, INSPECTION AND REPAIR PROGRAM, LIST
OF SUBCONTRACTORS AND INSPECTION REPORT FORMS,
SPILL PREVENTION AND CONTROL, VEHICLE AND
EQUIPMENT FUELING AND MAINTENANCE, EROSION AND
SEDIMENT SOURCE CONTROL AND ANY OTHER ITEMS
AS NECESSARY. AT A MINIMUM, THE FOLLOWING BEST
MANAGEMENT PRACTICES (BMP) SHALL BE INCLUDED:
33. SC -7 STREET SWEEPING AND VACUUMING, SC -8 SAN
BAG BARRIER, SC -10 STORM DRAIN INLET PROTECTION,
WE -1 WIND EROSION CONTROL, TC -1 STABILIZED
CONSTRUCTION ENTRANCE/EXIT (WHERE APPLICABLE),
NS -1 WATER CONSERVATION PRACTICE, NS -3 PAVING
AND GRINDING OPERATING,. WM-3 STOCKPILE
MANAGEMENT, WM-4 SPILL PREVENTION AND CONTROL.
34. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED
TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION..
(811)
35. PRIOR TO THE START OF ANY PHASE 'OF
CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION
SECTION SHALL BE GIVEN AT LEAST 24 HOURS
NOTICE. THE SECTION MAY BE NOTIFIED AT
(661)326-3049.
36. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF
THE DEVELOPER/CONTRACTOR. THE NUMBER AND
PRIVATE STREETS, PARCEL MAP I PROVEMENTS, OR
PUBLIC TRACTS WITHOUT RECORDED MAPS)
38. INSTALL RAISED BLUE MARKERS IN STREETS AT ALL
FIRE HYDRANT LOCATIONS PER FIRE DEPARTMENT
REQUIREMENTS.
39. SUBGRADE FOR DRIVE APPROACHES AND CROSS
GUTTERS SHALL BE CONSTRUCTED TRUE TO GRADE
AND CROSS SECTION AND COMPACTED TO 95% OF
MAXIMUM DRY DENSITY AS DETERMINED BY ASTM
D-1557 TO A DEPTH OF 1.0' BELOW TOP OF
SUBGRADE AND 1.0' TO EACH SIDE OF APPROACH AND
CROSS -GUTTER.
40. NOTE TO STAMP AN 'S' INTO CURB FACE OVER EACH
SEWER LATERAL.
41. 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.
42. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING
DIODE WITH TWIST LOCK PHOTOCELL ORIENTED NORTH
AND SHALL CONFORM TO THE LATEST REQUIREMENT
OF THE CURRENT CITY OF BAKERSFIELD LED STREET
LIGHTING SPECIFICATIONS.
43. ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE
DAMAGED OR DO NOT MEET CURRENT STANDARDS SET
BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR
UPGRADING AS PER CITY ENGINEER.
44. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET
SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT
THE EXTENSION OF THE NEAREST LOT LINE TO WHERE
THEY ARE SHOWN HEREIN.
45., MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO
FACE OF WALL. OR STRUCTURE SHALL BE 4:1, EXCEPT
FOR TWO FEET BEHIND THE SIDEWALK WHERE THE
MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE
CITY ENGINEER MAY APPROVE CURBING BEHIND THE
SIDEWALK OR OTHER METHOD TO PREVENT EROSION
ONTO THE SIDEWALK.
ASPHALT CONCRETE PAVING NOTES
ASPHALT1. i - .'TYPE
(MODIFIED) FOR ALL ARTERIAL AND COLLECTOR
STREETS AND TYPE "B" (MODIFIED) F•R LOCAL
STREETS AND SHALL CONFORM TO THE "PROVISIONS
SECTIONIN ' "ASPHALT• $1 2OF
STANDARD SPECIFICATIONS AND THESE SPECIAL
R •
'COMBINED2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE
- FOR TYPE
•DOR(MODIFIED) ASPHALT
.CONCRETE SHALL CONFORM TO THE REQUIREMENTS
OF • • OF
STANDARD SPECIFICATIONS FOR ,INCH MAXIMUM,
MEDIUM 'AD
3. ASPHALT BINDER FOR TYPE "A" (MODIFIED)
ASPHALT CONCRETE SHALL BE PG 64-10
PERFORMANCE GRADED ASPHALT, UNLESS
OTHERWISE DIRECTED BY THE CITY ENGINEER.
ASPHALT BINDER FOR TYPE "B" (MODIFIED)
ASPHALT CONCRETE SHALL BE PG 64-10
PERFORMANCE GRADED ASPHALT, UNLESS
OTHERWISE DIRECTED BY THE CITY ENGINEER.
THE ASPHALT BINDER SHALL CONFORM TO THE
REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED
PAVING ASPHALTS", IN THE SECTION 92-1.02,
"GRADES OF THE STANDARD SPECIFICATIONS.
4. THE AMOUNT OF THE AS 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 VERIFY THAT THE AGGREGATES
TO BE INCORPORATED IN THE WORK CONFORM
TO THE REQUIREMENTS SO SECTION 39-2.02,
"AGGREGATE", OF THE STANDARD
SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
MATERIAL SIEVE ANALYSIS AND SAND
-EQUIVALENT TEST RESULTS SHALL NOT BE
OLDER THAN SI.X (6) MONTHS. ALL OTHER TEST
RESULTS SHALL BE NO OLDER THAN ONE. (1)
YEAR.
ASPHALT CONCRETE PAVING NOTES (CONTINUED)
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C. AN ASPHALT CONCRETE MIX DESIGN
15.
IF THE TEST RESULT FOR ANY LOT OF ASPHALT
DETERMINED IN ACCORDANCE WITH CALIFORNIA
CONCRETE INDICATE THAT THE RELATIVE
TEST 367. LABORATORY TEST RESULTS ON
COMPACTION IS EITHER LESS THAN 90 PERCENT
:Nr
WHICH THE DESIGN IS BASED SHALL BE
ON
OR MORE THAN 96 PERCENT THE ASPHALT
SUBMITTED WITH THE MIX DESIGN ALONG WITH
CONCRETE REPRESENTED BY THAT LOT SHALL BE
THE THEORETICAL MAXIMUM DENSITY OF THE
•
REMOVED AND REPLACED WITH MATERIAL THAT
DESIGN MIXTURE AS DETERMINED BY ASTM
M
DOES MEET THE IN-PLACE DENSITY REQUIREMENT.
D2041. THE ASPHALT CONCRETE MIX SHALL
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16.
THE FIELD DENSITY OF COMPACTED ASPHALT
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•
CONCRETE SHALL BE DETERMINED BY:
V
THAT THE MATERIAL ARE SUBSTANTIALLY THE
SAME AS WHEN THE DESIGN WAS PREPARED,
A. A PROPERLY CALIBRATED NUCLEAR . ASPHALT
•
THE DESIGN MAY BE UP TO THREE (3) YEARS
•
TESTING" DEVICE IN THE FIELD, OR
W
OLD. THE CONTRACTOR SHALL BEAR ALL THE
•
B. ASTM D1188. WHEN SLABS OR CORES ARE
U-
•
COSTS ASSOCIATED WITH THE ASPHALT
TAKEN FOR LABORATORY TESTING. ZINC
•
CONCRETE MIX DESIGN.
STEARATE MAY BE SUBSTITUTED WITH
PARAFFIN.
6.
WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO
C. IN CASE OF " DISPUTE, METHOD "B" SHALL BE
CONFORM TO EXISTING PAVED SURFACES, THE
USED.
EXISTING PAVEMENT IS TO BE SAW CUT IN A
"
CL•
NEAT STRAIGHT LINE, EITHER PARALLEL OR
17.
IF THE FINISHED SURFACE OF THE ASPHALT
PERPENDICULAR TO THE CENTERLINE OF THE
•
CONCRETE DOES NOT MEET THE SPECIFIED
STREET, AND AT A MINIMUM DISTANCE OF ONE
SURFACE TOLERANCES, IT SHALL BE BROUGHT
•
(1) FOOT FROM THE EXISTING EDGE OF PAVEMENT.
E
WITHIN TOLERANCE BY EITHER:
7.
A PRIME COAT WILL NOT BE REQUIRED ON
•
A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED
€
NON -PAVED AREAS TO BE SURFACED PRIOR TO
DIAMOND BLADES,
•
THE PLACEMENT OF ASPHALT CONCRETE.
B. REMOVAL AND REPLACEMENT, OR
HOWEVER, ALL OTHER REQUIREMENTS OF SECTION
C. PLACEMENT OF AN. 'ASPHALT CON CRETE
39-4.01, "SUBGRADE", OF THE STANDARD
OVERLAY.
SPECIFICATIONS SHALL BE MET.
THE METHOD WILL BE SELECTED BY THE CITY
8.
THE AREA TO WHICH PAINT BINDER HAS BEEN
ENGINEER. THE CORRECTIVE WORK SHALL BE AT
APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC.
THE CONTRACTORS EXPENSE.
CASE SHALL BE TAKEN TO AVOID TRACKING
BINDER MATERIAL ONTO THE EXISTING PAVEMENT
18.
IF, ABRASIVE GRINDING IS, USED TO BRING THE
SURFACE BEYOND THE LIMITS OF. CONSTRUCTION.
FINISHED SURFACE TO SPECIFIED SURFACE
TOLERANCES, ADDITIONAL GRINDING SHALL BE
9.
PAVING SEAMS SHALL BE LOCATED TO MATCH
PERFORMED, AS NECESSARY,TO ENLARGE THE
DESIGNED TRAFFIC LANE STRIPE LOCATIONS
GRINDING AREA SO THAT , THE LONGITUDINAL
UNLESS OTHERWISE PERMITTED BY THE CITY
LIMITS OF. GRINDING ARE AT A CONSTANT OFFSET
ENGINEER.
FROM, AND PARALLEL TO" THE NEAREST LANE
LINE OR PAVEMENT EDGE AND THE TRANSVERSE
10.
INTERSECTIONS AND TAPERED SHOULDERS SHALL
LIMITS OF GRINDING ARE NORMAL TO THE
BE SURFACED. AS DIRECTED BY THE CITY
PAVEMENT CENTERLINE. ALL GROUND AREAS
ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL
SHALL CONFORM TO THE REQUIREMENTS IN THE
BE PLACED AT ROAD CONNECTIONS AND PRIVATE
FIRST PARAGRAPH AND' THE LAST FOUR
DRIVE WHERE SHOWN ON THE PLANS AND AS
PARAGRAPH OF SECTION 42-2.02,
DIRECTED BY THE CITY ENGINEER AND SHALL BE
"CONSTRUCTION", OF THE STANDARD
HAND RAKED, IF NECESSARY, AND COMPACTED TO
SPECIFICATIONS. A FOG SEAL COAT SHALL BE
FORM SMOOTH, TAPERED CONNECTIONS.
APPLIED 'TO ALL FINISHED ASPHALT SURFACES AT
THE ` CONTRACTOR; S EXPENSE. THE FOG SEAL
11.
WHERE THE COMPACTED THICKNESS OF A LAYER
COAT SHALL BE EITHER. REJUVENATING AGENT OR
OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS,
ASPHALT EMULSION AS DIRECTED BY THE CITY
PAVING OPERATIONS SHALL BE CONDUCTED IN
ENGINEER.
SUCH A MANNER THAT, AT THE END OF EACH
WORK SHIFT, THE LENGTH OF PAVEMENT ALONG
19.
ARTERIAL AND COLLECTOR STREET BASE
THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT
MATERIAL SHALL BE CRUSHED BASE (CAB)
LANES IS NOT GREATER THAN THAT WHICH CAN
CONFORMING TO SECTION 200-2.2 OF THE
BE SURFACED DURING THE FOLLOWING SHIFT OF
"GREENBOOK"........ WHICH ALLOWS UP TO 50% OF
NORMAL PAVING OPERATIONS. ADDITIONAL
THE VOLUME " TO BE RECLAIMED ASPHALT
ASPHALT CONCRETE SHALL BE PLACED ALONG
CONCRETE PORTLAND CEMENT CONCRETE, LEAN
THE TRANSVERSE DROP-OFFS ON EACH LANE.
CONCRETE BASE, CEMENT TREATED BASE OR A
SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE
COMBINATION OF THESE MATERIALS. OTHER
HAND RAKED AND COMPACTED TO FROM
RECYCLED BASES SHALL NOT BE ALLOWED.
TEMPORARY CONFORMS BEFORE THE LANES ARE
AGGREGATE BASE SHALL BE COMPACTED TO A
OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR
MINIMUM OF 95% OF MAXIMUM DRY DENSITY.
OTHER APPROVED BOND BREAKER, MAY BE
PLACED UNDER THE CONFORMS TO FACILITATE
20.
PAVING CONTRACTOR SHALL GRADE THE PAVING
THE REMOVAL OF THE CONFORMS WHEN PAVING
AREA TO THE FOLLOWING MODIFIED CALTRANS
OPERATION RESUME.
STANDARD SPECIFICATION SECTION 19-1.03 PER
THE CITY, OF BAKERSFIELD
12.
WHERE COMPACTED THICKNESS OF A LAYER OF
INTERMEDIATELY PRIOR RO PLACING SUBSEQUENCE
ASPHALT CONCRETE IS MORE THAN 0.15 FOOT,
LAYERS OF MATERIAL THEREON, THE GRADINGPLANE
PAVING OPERATIONS SHALL BE CONDUCTED IN
SHALL CONFORM TO THE FOLLOWING:
SUCH A MANNER THAT THE LAYER OF ASPHALT
CONCRETE IS PLACED ON ALL CONTIGUOUS LANES
A. WHEN ASPHALT CONCRETE OR ASPHALT
OF THE TRAVELED WAY BEFORE THE LANES ARE
CONCRETE BASE IS TO BE PLACE' ONT HE
OPENED TO PUBLIC TRAFFIC. AT THE END OF
GRADING PLANE, THE GRADING PLANE AT ANY
EACH WORK SHIFT, THE DISTANCE BETWEEN THE
POINT SHALL NOT VARY MORE THAN 0.04 FOOT
ENDS OF A LAYER OF ASPHALT CONCRETE ON
ABOVE TOR BELOW THE GRADE ESTABLISHED
ADJACENT LANES HALL NOT BE GRATER THAN 10
BY THE ENGINEER.
FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE
B. WHEN THE � SUBBASE OR- BASE MATERIAL
PLACED ALONG THE TRANSVERSE DROP-OFFS 'ON
(OTHER THAN ASPHALT CONCRETE BASE) IS TO
EACH LANE. SUCH ADDITIONAL ASPHALT
BE PLACE ONT HE GRADING PLANE, THE
CONCRETE SHALL BE HAND RAKED AND
GRADING PLANE AT ANY 'POINT SHALL NOT
COMPACTED TO FROM TEMPORARY CONFORMS
VARY MORE THAN 0.04 FOOT ABOVE OR BELOW
BEFORE THE LANES ARE OPENED TO PUBLIC
THE GRADE ESTABLISHED BY THE ENGINEER.
TRAFFIC. KRAFT PAPER, OR OTHER APPROVED
BOND BREAKER, MAY BE PLACED UNDER THE
CONFORMS TO FACILITATE 'THE REM OVAL OF THE
CONCRETE NOTES:
CONFORMS WHEN PAVING OPERATION RESUME.
1.
ALL WORK SHALL CONFORM TO THE
13.
ASPHALT CONCRETE SHALL BE COMPACTED TO A
REQUIREMENTS OF THE CURRENT EDITION OF THE
MINIMUM OF 92 PERCENT OF THE MAXIMUM
CALIFORNIA BUILDING CODE.
THEORETICAL DENSITY AS DETERMINED BY ATSM
D-2041., IN-PLACE DENSITY SHALL BE
2.
ALL CONCRETE WORK SHALL CONFORM TO THE
DETERMINED IN ACCORDANCE WITH CALIFORNIA
AMERICAN CONCRETE INSTITUTE'S STANDARD
TEST 375.
BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE,- ACI 318 (LATEST EDITION).
14.
IF THE IN-PLACE DENSITY OF ANY LOT OF
ASPHALT CONCRETE IS LESS THAN 92 PERCENT
3.
CONCRETE SHALL DEVELOP 28 -DAYS MINIMUM
OR GRATER THAN 94 PERCENT OF THE MAXIMUM
COMPRESSIVE STRENGTH OF 2,500 PSI UNLESS
THEORETICAL DENSITY, THE CONTRACTOR WILL BE
NOTED OTHERWISE ON PLANS OR DWG
ADVISED THAT THE REQUIRED RELATIVE
STANDARDS.
COMPACTION IS NOT BEING ATTAINED AND THAT
THE MATERIALS OR PROCEDURES, OR BOTH, IF
4.
CONCRETE SHALL HAVE A -WATER CEMENT RATIO
NEEDED, ARE TO BE ADJUSTED. ASPHALT
OF 0.45.
CONCRETE SPREADING OPERATIONS SHALL NOT
CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED
5.
ALL CONCRETE SHALL BE CONSOLIDATED WITH
THE CITY ENGINEER OF THE ADJUSTMENT THAT
MECHANICAL VIBRATORS.
WILL BE MAID 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 MOVED AND REPLACED'
WITH MATERIAL THAT MEET THE IN-PLACE
DENSITY REQUIREMENTS.
CITY RECORDS,NO.
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Date Desc
STATE OF CALIFORNIA
MASONRY
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PLATE NO.
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.MASONRY NON-BEARING !NAL 85 MPH WIND SPEED
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'A. SOIL EQUIVALENT FLUID PRESSURE = 45 PCF.
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B. CONCRETE MASONRY UNIT GRADE N, MEDIUM WEIGHT, CONFORMS TO ASTM C96,
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C. GROUT 'TO BE 2000 PSI @ 28 DAYS. .
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D. MORTAR TO BE 1800 PSI @ 28 DAYS. � . -
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G. MAXIMUM. SLOPE OF RETAINED AREA SHALL NOT EXCEED 2%. . .
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Revisions I DATE:
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Date Desc MASONRY .PLATE NO.
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FOR OPEN DITCH (TYPE 2), THE 24" (600 mm) EXTENSION BEYOND
104.87
6" CURB AND GUTTER
8
A--28020'08"
205.97'
101.86'
6" CURB AND GUTTER
9
A= 47-57'1 2
38.39'
32.13
'VARIES
CONSTRUCTION NOTES - OFFSITE1O CONSTRUCT 6" CURB & GUTTER PER CITY OFBAKERSFIELDSTD.
DWG. ST -1. CONSTRUCT PCC ST L ANDARD COMBINATION SIDEWALK PER CITY -OF
BAKERSFIELD STD. ST -5.4O CONSTRUCT PCC DRIVE APPROACH TYPE 'B' PER .CITY OF
BAKERSFIELD STD. DWG.. ST -4.O5 CONSTRUCT STANDARD CURB RAMP PER CITY OF BAKERSFIELD STD.
DWG. ST -10.
7O CONSTRUCT 'AC PAVEMENT PER CITY OF BAKERSFIELD STD. DWG.
ST -13.
O9 INSTALL STREET LIGHT PER- CITY OF BAKERSFIELD STD, DWG.
ST -23, ST -23.6 AND ST -23.7.10 SAWCUT AT CENTERLINE OR 2' FROM LIP OF GUTTER OR AS
12 INSTRUCTED BY CITY ENGINEER. EXISTING POWER POLE TO REMAIN. PROTECT IN PLACE
E E E HINGE COVER AT
I -* ? rE RECTANGULAR'. TOP OF FRAW 24" 8 z INLET INLET FRAME AND (600 5 TYPE 2 TYPE 1 COVER PER I I 3s SPPWC 152 PIPE PER
NOTE PLANS
E 24'
E 75 p (600 m
SECTION A R/W I.NLET TYPE 2 SEE
NOTE 10" BAR �250�M� 3*
(250 5/8" 1 mm) MIN
(16 mm) SECTION
f3L INLET TYPE 1
DETAIL OF ANCHOR CM FACE 7.5 mm) CURB FACE
FL ANCHOR !I FL POINT P POINT M POINT N POINT 0--/
... . ........ PLAN
10' 3000 -mm
IW (3000 mm) S TC GRADE UNE ASS/2
S/2
TOP OF CURB SHOWN ON PROFILE -1-1.,_ - TOP OF CURB
POINT
7-c, =n,,, T == P r Q
. : POINT
M POINT N PROFILE
POINT M PROFILE
SIDEWALK
GALVANIZED STEEL,
ANGIE
fENfSH
S. N00 J BAR FOR S = 0 (750 mm) AND LESS, USE 2 4m mm SPACING ANCHORS OMYASE, USE 3 ANMS. (!OD mm) SATTER 3:12 .,..,-SEE NOTE 8 Tf L3 N r (2 1/2 -40) (10 mm * : FOR S, = 41r (1200 mm) AND LESS, ...... �s 4-m ,Y,)d
8 = 3' (75 mm) m BATTIR 2f (600) 7' f2401 USE 2-1/fx2-0/8' (64514.5) 200 nwn 150 mm) mm
3t?" 750 17' (240) GALV#M SIM MGM, TTER TO 36' (90 17* (2401 TERTO SECTION A -A MATCH
V (10501 r 1210) OMMSE, B,= e (10D mmjUSE 3-1/txrxl/f E)asTiNG 4e (12001 S! (IM) (89x76xl2.7) GALVAMZED SM ANGIE. 5e (1350) 6-I)r S 00
80' f500 5. 180
(225) J BARS ARE #3 (#10M), mm l in -- -- ------ I
S&"1650 I 4* (1801 to Fl I
I rt (18001 I 5-ig 120J BARS E SECTION B -B
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED By THE
STANDARD PLAN
PUBLIC WORKS STANDARDS INC. qwmBOOK COmmfnEE
PARKWAY DRAIN
151-2
Im
.
1 REV. 19W 2009
SHEET 1 OF 2
USE NIP ETAMARD SPIZIFICKlIoNg FOR PU13M WITTONSTRUCTION
NOTE5
1.
FLOOR OF BOX SHALL BE TROWELED SMOOTH.
2.
IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE I
BEGINS AT THE TOE RATHER THAN AT THE R/W LINE.
3.
FOR OPEN DITCH (TYPE 2), THE 24" (600 mm) EXTENSION BEYOND
THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 24" (600 mm)
OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL. EXTEND
TO THE R/W LINE IN ANY EVENT.
4.
TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT
SURFACE MERE PRACTICAL.
5.
A HEADED STEEL STUD 5/8"'x 6-3/8" WITH A I" HEAD
V
(16 x 160 mm, 25 mm HEAD) ATTACHED BY A FULL PENETRATION BUTT
WELD MAY BE USED AS AN ALTERNATE ANCHOR.
6.
NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 5" (125 mm)
AT POINT -N AND P.
7.
THE 3" (75 mm) LEG OF THE 5/8" (16 mm) DIA ANCHORS SHALL
BE PARALLEL TO THE TOP OF SIDEWALK.
8.
SLOPE = 2.0%,
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
151-2
PARKWAY DRAIN
SHEET 2
WNW*"
.OWN
CITY RECORDS NO.
OF
4 0.6%
632.69 632.19 FS
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--------------------------------
PROJECT NUMBER: 18-091
PREPARED ON: 12/20/20 9\
REVISED ON: 6/8/2020
K-H-D/ATR/J-BG
P_REPARED___B_Y_:----
---
CHECKED BY: GPRr
-------------
SHEET
OF 4
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•
7/1/2020 4:41 PM