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TRAFFIC ENGINEER, CITY OF BAKERSFIELl
RYAN STARBUCK RCE 57651
1201 WILLIAMS STREETi
BAKERSFIFLD, CALI..FORNIA
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ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
STUART J. PATTESON RCE 44898
IN sm a 111 am
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NICOLAS FIDLER
61069
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ELEVATION= 426.01 (USGS DATUM)
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BEGIN
MATERIALS LIST
ESTIMATED QUAI I FOR PLAN
CHECK AND INSPECTION FEE CALCULATIONS.
NOT TO BE USED FOR BIDDING PURPS.
STREETS
LCL STREET 100 LF
.20' Cf (LAKE STREET)4,614 F
" CURB AND GUTTER100 LF
" THICK CONCRETE I ALK 1,492 SF
COMMERCIAL DRIVE APPROACH—TYPE B 504 SF
SAWCUT 49 LF
LED STREET LIGHT 1 EA
SHEET a
C3.01
C3.02 GENERALNOTES
STANDARD DETAIL
C3.03 LAKE STREET
KEY MAP LEGEND
SHEET INDEX NUMBER
DIRECTION OF DRAINAGE
,,>„PROPOSED STREET
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20. 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.
21. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE
A PART OF THIS PROJECT.
22. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR
AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY RECREATION & PARKS DEPARTMENT.
23. CONTRACTOR SHALL STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION.
COB ASPHALT CONCRETE PAVING NOTES
1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B
(MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE,"
OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR
TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02,
"AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING.
3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND 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 PERFORMANCE GRADED ASPHALT
BINDER, IN SECTION 92-1.02(8), "GRADES," OF THE STANDARD SPECIFICATIONS.
4. THE AMOUNT OF 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 OF 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 THAN 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 D2041. 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 COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN.
6. 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.
7. 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, "SUBGRADE," OF THE STANDARD
SPECIFICATIONS SHALL BE MET.
8. 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.
9. PAVING SEAMS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER.
10. 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 THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO
FORM SMOOTH, TAPERED CONNECTIONS.
11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING
OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF
PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH
CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT
CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT
CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE
OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE
CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME.
12. 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.
13. 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.
14. 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,
NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR
HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED
COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE
ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS
THE IN-PLACE DENSITY REQUIREMENTS.
15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS
EITHER LESS THAN 90% OR MORE THAN 96%, 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 BE AT THE CONTRACTOR'S EXPENSE.
16. 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: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND
BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD
WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE.
18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE 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 ARE 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 BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE
GRINDING 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
ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER.
19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO
200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADA11ON CRUSHED
MISCELLANEOUS BASE (CMB) CONFORMING TO 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 THOSE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE_ SHALL BE
COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY.
20. THE 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 THEREON, THE GRADING PLANE SHALL
CONFORM TO ONE OF 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 0.02 FOOT ABOVE OR BELOW THE GRADE
ESTABLISHED BY THE ENGINEER.
B. WHEN 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.
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CITY STANDARD PLATES
1. THE FOLLOWING PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST
EDITION THEREOF FROM THE CITY OF BAKERSFIELD PUBLIC WORKS WEBSITE)
CITY STD. NO.
GENERAL NOTES
CITY STD. NO.
DESCRIPTION
CITY STD.
1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE STATE OF CALIFORNIA DEPARTMENT OF
ST -1
CURB AND GUTTER TYPES "B" AND "C"
TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION, THE CALIFORNIA BUILDING CODE, CITY OF
ST -23.1
PULL BOX
❑
BAKERSFIELD ORDINANCE, LATEST EDITION, AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL
STANDARD SEWER CLEANOUT
❑
ST -2
INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. DATED FEBRUARY 12, 2020 FILE NO. 19-17331, AND
❑
ST -23.2
COMBINATION METERED/NON-METERED PEDESTAL
ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL MAKE A PART HEREOF. THE CONTRACTOR SHALL
0
00
FRAMES AND COVERS FOR MANHOLES & CLEANOUTS
❑
OBTAIN A COMPLETE COPY OF EACH.
COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "A"
❑
ST -23.3
2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE
❑
T-1
STREET NAME SIGN, POST TYPE
WITH THE PROPOSED CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF
0
COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "B"
®
TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. THESE STANDARDS, DRAWINGS AND
I
❑
T-2
DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A
0
ST -4.1
COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "C"
COPY FOR HIS USE.
ST -23.5
BADGE NUMBER TRAFFIC SIGNAL
❑
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF
I)
®
ST -5
CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
®
ST -23.6
STREET LIGHT SPACING TYPICAL -PROPOSED
WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET
T-4
ARTERIAL EXPANSION WITHOUT BIKE LANES AT INTERSECTION
❑
RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND
DETACHED SIDEWALK
❑
ST -23.7
SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE
WITH ARTERIAL OR COLLECTOR
STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT.
0
SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "A"
❑
4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION
ST -24 HAS BEEN REMOVED (SEE ST -23) FOR STREET
T-5
INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT
(661) 326-3049.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE
WITH ARTERIAL OR COLLECTOR
171ST
BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE
0
LIGHT BASE PLATE DETAILS AND LOCATION DETAILS
DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE
d-
NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.
6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO
SINGLE FAMILY RESIDENTIAL APPROACH -TYPE
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE
0
CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR
0-)
TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 811) SHALL BE CONTACTED AT
ST -8
CONCRETE RIGHT TURN LANE INTO COMMERCIAL OR
LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION.
LIGHT PULL BOX DETAILS
❑
T-7
7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY THE
PRIVATE DEVELOPMENT
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS
ST -26
ST -26 HAS BEEN REMOVED (SEE ST -23) FOR STREET
DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
INTERSECTION WITH A COLLECTOR
❑
ST -9
CROSS GUTTER
LIGHT POLE NUMBERING
8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE
T-8
"T" INTERSECTION EXPANSION ARTERIAL ARTERIAL
/
❑
RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO
CURB RAMP
❑
ST -27
ANY FURTHER WORK.
0
T-9
"T" INTERSECTION EXPANSION ARTERIAL/COLLECTOR
9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION
ST -11
PAVEMENT PATCH
❑
NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
0
❑
T-10
10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS
❑
ST -12
TRENCH BACKFILL AND COMPACTION REQUIREMENTS
OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY- THE
()
ACCESSIBLE TRASH ENCLOSURES
❑
CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH
RESTRICTED ACCESS
❑
ST -12A
CORRECTION.
❑
ST -29A
ACCESSIBLE TRASH ENCLOSURES
11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER
T-16
MEDIAN END DETAIL AT INTERSECTION WITH LOCAL STREETS
❑
DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR
0
❑
ST -29B
SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE
❑
T-17
ACCESS LOCATION
CHARGE.
ST -14
LOCAL INDUSTRIAL CROSS SECTION
❑
12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
COMPACTOR ROLL OFF SPECIFICATIONS
❑
T-18
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION,
SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN
ST
COMPACTOR ROLL OFF SPECIFICATIONSCOLLECTORS
IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
Q
❑
ST -14.1
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.
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13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND
SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A
[_1
T-19
MINIMUM STREET ACCESS SPACING ON ARTERIALS AND
WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE
ST -15
LOCAL STREET CROSS SECTIONS NEO -TRADITIONAL
❑
FOR THE PROJECT.
EDGE CONDITION DETAIL PAVEMENT SECTION
14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES
NEIGHBORHOOD DESIGN
TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN
0
DRAINAGE BASIN
FIT
WRITING BY PORTER & ASSOCIATES, INC.
d-
❑
ST -16A
STANDARD &ALTERNATE COLLECTOR CROSS SECTION
15. 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
0
❑
D-14
SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR
❑
T-21
TURNAROUNDS FOR STREETS TO BE EXTENDED
THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR
0
0
ARTERIAL CROSS SECTION WITH BIKE LANES
❑
TO ISSUANCE OF A PERMIT.
N N
❑
T-22
16. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT
II
ST -17
DETAIL HAS BEEN REMOVED
WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED.
D-17
GUTTER DEPRESSIONS
❑
17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN
`-
❑
ST -18
ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE
❑
D-20
SIDEWALK UNDERDRAIN
NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP
0
BUS TURNOUT DESIGN
❑
IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS).
DETAIL HAS BEEN REMOVED
❑
SW -2
18. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS
❑
T-29
CONDUIT & R/W REQUIREMENTS FOR FUTURE SIGNAL LOCATIONS
SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER.
ST -20
SYMMETRICAL AND OFFSET CUL-DE-SACS
❑
19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR
STANDARD MANHOLE NOTES
❑
T-30
REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
o
COB STREET IMPROVEMENT NOTES
STREET KNUCKLE
1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF
SW -3
BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK.
❑
T-31
N
❑
2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED
SURVEY MONUMENT
❑
PER PROPOSED C.O.B. STD. DWG. ST -12.
MANHOLE SIZING CHART
❑
3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET
ROUNDABOUT
®
RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER.
STANDARD TYPE 15 POLE (STREET LIGHT)
4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT.
rp
SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING
SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED
ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH THE CITY ENGINEER.
0
5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF
„ I
1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS
DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. IN
II 00
ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH
OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF
00
GUTTER).
\
6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB
r--
AND GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY.
7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION
0
OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO
FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR.
8. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF
CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50.
9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN
00
ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE
DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED
BY THE CITY ENGINEER.
N
10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS
DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT.
11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL.
12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS).
13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY
DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS
00
DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE.
14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF
0
NUT ASSEMBLY OR APPROVED EQUAL, ROADSIDE SIGNS INSTALLED PER PROPOSED C.O.B. STD. DWG.
T-2 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK.
15. CONTRACTOR SHALL INSTALL RAISED BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER
II
THE FIRE DEPARTMENT REQUIREMENTS.
..
16. CONTRACTOR SHALL COMPACT SUBGRADE TO 95% FOR FULL PAVEMENT SECTION TO AT LEAST 1.0
FT. BELOW AND 1.0 FT. TO EACH SIDE OF CROSS GUTTERS AND COMMERCIAL DRIVE APPROACHES.
17. 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
0
SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING.
20. 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.
21. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE
A PART OF THIS PROJECT.
22. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR
AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY RECREATION & PARKS DEPARTMENT.
23. CONTRACTOR SHALL STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION.
COB ASPHALT CONCRETE PAVING NOTES
1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B
(MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE,"
OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR
TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02,
"AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING.
3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND 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 PERFORMANCE GRADED ASPHALT
BINDER, IN SECTION 92-1.02(8), "GRADES," OF THE STANDARD SPECIFICATIONS.
4. THE AMOUNT OF 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 OF 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 THAN 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 D2041. 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 COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN.
6. 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.
7. 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, "SUBGRADE," OF THE STANDARD
SPECIFICATIONS SHALL BE MET.
8. 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.
9. PAVING SEAMS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER.
10. 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 THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO
FORM SMOOTH, TAPERED CONNECTIONS.
11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING
OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF
PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH
CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT
CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT
CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE
OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE
CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME.
12. 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.
13. 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.
14. 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,
NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR
HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED
COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE
ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS
THE IN-PLACE DENSITY REQUIREMENTS.
15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS
EITHER LESS THAN 90% OR MORE THAN 96%, 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 BE AT THE CONTRACTOR'S EXPENSE.
16. 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: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND
BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD
WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE.
18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE 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 ARE 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 BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE
GRINDING 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
ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER.
19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO
200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADA11ON CRUSHED
MISCELLANEOUS BASE (CMB) CONFORMING TO 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 THOSE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE_ SHALL BE
COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY.
20. THE 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 THEREON, THE GRADING PLANE SHALL
CONFORM TO ONE OF 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 0.02 FOOT ABOVE OR BELOW THE GRADE
ESTABLISHED BY THE ENGINEER.
B. WHEN 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.
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CITY STANDARD PLATES
1. THE FOLLOWING PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST
EDITION THEREOF FROM THE CITY OF BAKERSFIELD PUBLIC WORKS WEBSITE)
CITY STD. NO.
DESCRIPTION
CITY STD. NO.
DESCRIPTION
CITY STD.
NO. DESCRIPTION
ST -1
CURB AND GUTTER TYPES "B" AND "C"
®
ST -23.1
PULL BOX
❑
SW -5
STANDARD SEWER CLEANOUT
❑
ST -2
MEDIAN CURBS TYPE "M" "M-1" & "M-2"
❑
ST -23.2
COMBINATION METERED/NON-METERED PEDESTAL
❑
SW -6
FRAMES AND COVERS FOR MANHOLES & CLEANOUTS
❑
ST -3
COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "A"
❑
ST -23.3
NON -METERED UTILITY PEDESTAL
❑
T-1
STREET NAME SIGN, POST TYPE
®
ST -4
COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "B"
®
ST -23.4
BADGE NUMBER STREET LIGHT
❑
T-2
MISCELLANEOUS SIGN DETAIL
❑
ST -4.1
COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "C"
❑
ST -23.5
BADGE NUMBER TRAFFIC SIGNAL
❑
T-3
STREET SIGN PANEL MAST ARM MOUNT
®
ST -5
COMBINATION SIDEWALK
®
ST -23.6
STREET LIGHT SPACING TYPICAL -PROPOSED
❑
T-4
ARTERIAL EXPANSION WITHOUT BIKE LANES AT INTERSECTION
❑
ST -6
DETACHED SIDEWALK
❑
ST -23.7
STREET LIGHT SPACING SUBDIVISION TYPICAL
WITH ARTERIAL OR COLLECTOR
❑
ST -7
SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "A"
❑
ST -24
ST -24 HAS BEEN REMOVED (SEE ST -23) FOR STREET
T-5
ARTERIAL EXPANSION WITH BIKE LANES AT INTERSECTION
WITH ARTERIAL OR COLLECTOR
171ST
»B»
DRIVE
LIGHT BASE PLATE DETAILS AND LOCATION DETAILS
❑
T-6
COLLECTOR EXPANSION AT INTERSECTION WITH ARTERIAL
-7.1
SINGLE FAMILY RESIDENTIAL APPROACH -TYPE
�
ST -25
ST -25 HAS BEEN REMOVED (SEE 8T-23) FOR STREET
❑
ST -8
CONCRETE RIGHT TURN LANE INTO COMMERCIAL OR
LIGHT PULL BOX DETAILS
❑
T-7
COLLECTOR EXPANSION WITH ON STREET PARKING AT
PRIVATE DEVELOPMENT
❑
ST -26
ST -26 HAS BEEN REMOVED (SEE ST -23) FOR STREET
INTERSECTION WITH A COLLECTOR
❑
ST -9
CROSS GUTTER
LIGHT POLE NUMBERING
❑
T-8
"T" INTERSECTION EXPANSION ARTERIAL ARTERIAL
/
❑
ST -10
CURB RAMP
❑
ST -27
REFUSE ENCLOSURE AND CONTAINER PAD
❑
T-9
"T" INTERSECTION EXPANSION ARTERIAL/COLLECTOR
®
ST -11
PAVEMENT PATCH
❑
ST -28
GATE DETAILS FOR REFUSE ENCLOSURE
❑
T-10
LEFT AND RIGHT TURN LANES
❑
ST -12
TRENCH BACKFILL AND COMPACTION REQUIREMENTS
❑
ST -29
ACCESSIBLE TRASH ENCLOSURES
❑
T-15
RESTRICTED ACCESS
❑
ST -12A
TRENCH BACKFILL AND COMPACTION REQUIREMENTS
❑
ST -29A
ACCESSIBLE TRASH ENCLOSURES
❑
T-16
MEDIAN END DETAIL AT INTERSECTION WITH LOCAL STREETS
❑
ST -13
STRUCTURAL PAVEMENT SECTION
❑
ST -29B
ENCLOSURE CONFIGURATION EXAMPLES
❑
T-17
ACCESS LOCATION
❑
ST -14
LOCAL INDUSTRIAL CROSS SECTION
❑
ST -30
COMPACTOR ROLL OFF SPECIFICATIONS
❑
T-18
MINIMUM STREET ACCESS SPACING ON ARTERIALS AND
❑
ST
COMPACTOR ROLL OFF SPECIFICATIONSCOLLECTORS
❑
ST -14.1
LOCAL STREET CROSS SECTIONS
-30A
[_1
T-19
MINIMUM STREET ACCESS SPACING ON ARTERIALS AND
❑
ST -15
LOCAL STREET CROSS SECTIONS NEO -TRADITIONAL
❑
ST -31
EDGE CONDITION DETAIL PAVEMENT SECTION
COLLECTORS
NEIGHBORHOOD DESIGN
F]
D-9
DRAINAGE BASIN
FIT
-20
RESIDENTIAL CIRCULAR DRIVEWAYS
❑
ST -16A
STANDARD &ALTERNATE COLLECTOR CROSS SECTION
WITH BIKE LANES
❑
D-14
CATCH -BASIN, TYPE "A"
❑
T-21
TURNAROUNDS FOR STREETS TO BE EXTENDED
❑
ST -16B
ARTERIAL CROSS SECTION WITH BIKE LANES
❑
D-15
CATCH -BASIN, TYPE "A-1"
❑
T-22
DRIVEWAY GRADES
❑
ST -17
DETAIL HAS BEEN REMOVED
❑
D-17
GUTTER DEPRESSIONS
❑
T-23
BIKE LANE STRIPING
❑
ST -18
ALLEY CROSS SECTION
❑
D-20
SIDEWALK UNDERDRAIN
❑
T-27
BUS TURNOUT DESIGN
❑
ST -19
DETAIL HAS BEEN REMOVED
❑
SW -2
STANDARD MANHOLE
❑
T-29
CONDUIT & R/W REQUIREMENTS FOR FUTURE SIGNAL LOCATIONS
❑
ST -20
SYMMETRICAL AND OFFSET CUL-DE-SACS
❑
SW -2A
STANDARD MANHOLE NOTES
❑
T-30
TRAFFIC SIGNAL INTERCONNECT -CONDUIT AND PULLBOXES
❑
ST -21
STREET KNUCKLE
❑
SW -3
STANDARD MANHOLE DROP CONNECTIONS
❑
T-31
TRAFFIC SIGNAL INTERCONNECT -WIRING AND PULLBOXES
❑
ST -22
SURVEY MONUMENT
❑
SW -4
MANHOLE SIZING CHART
❑
T-32
ROUNDABOUT
®
ST -23
STANDARD TYPE 15 POLE (STREET LIGHT)
"FIBERGLASS STREET LIGHTS NOT ALLOWED
CALTRANS STANDARD PLANS
1. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF)
CALTRANS STD. PLAN DESCRIPTION
® RSP A88A & B
Owner:
BAKERSFIELD
CITY SCHOOL
DISTRICT (BCSD)
DSA FILE NUMBER
Project Name:
6 RELOCATABLIF
CLASSROOM / 1
RELOCATABLE
Project Address:
WILLIAMS
ELEMENTARY
1201 WILLIAMS STREET
BAKERSFIELD, CA
integrated
designs
by SOMAM, Inc.
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
6011 N. FRESNO STREET, SUITE 130
FRESNO CALIFORNIA 93710
P:(559) 436-0881 F:(559) 436-0887
E: design@somam.com
integrateddesigns.com
Ownership of Documents
This document, the ideas and designs incorporated herein, as an instrument of
Professional Service is the property of Integrated Designs by SOMAM Inc. and is
not to be used, in whole or in part for any other project without written authorization.
® COPYRIGHT 2020
Stamp: O QROFESS/ pN9\
k, W . PORTF�i �yc'
Cl)
r ��- ;0
* RCE 74059
C I V i \-
OF CA0FOQ' �3 Zt 2o2a
fi
Sheet Title:
NOTES &
STANDARD
DETAILS
Job No.: 5401
18. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED Sheet No..
NORTH) AND SHALL CONFORM: TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD
LED STREET LIGHTING SPECIFICATIONS.19. WITH THE EXCEPTION OF THOSE
INSTALLED AT THE EXTENSION OF TH�NNEARESTSSTREETLIGHTS
LOT NE TO WHERE THEY ARE
d' SHOWN HEREIN
C.Q.B. RECORDS. N0. Release: OF 3
J:\3094\lmprovementsxdwg\3093B-ST-FrontSheet.dwg NATE SLINKARD
8/21/2020
I
0
0
0
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2
0
00 0
0
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CONSTRUCTION NOTES
M CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1
M CONSTRUCT FULL WIDTH 4" THICK CONCRETE SIDEWALK FROM BACK OF CURB OR EXISTING WALK
TO RIGHT-OF-WAY PER C.OB. STD. DWG. ST -5 MODIFIED AS SHOWN
E31 CONSTRUCT COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "B PER C.O.B. STD. DWG. ST -4
(MODIFIED AS SHOWN)
M SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE
DETERMINED BY CITY OF BAKERSFIELD ENGINEER.
REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT. SEE PLAN VIEW FOR PAVEMENT
STRUCTURAL SECTION.
F I
ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED.
ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED.
NOTE A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND
NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES.
ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO
FINISHED GRADE PER CITY STANDARDS.
11�j EXISTING GRADE
x
O EXISTING SURVEY MONUMENT (PROTECT IN PLACE)
EXISTING STREET CENTERLINE
EXISTING STREET RIGHT-OF-WAY
EXISTING EDGE OF PAVEMENT
<> INSTALL 5,800 LUMEN STREET LIGHT PER PROPOSED C.O.B. STD. DWG. ST -23 AND C.O.B.
SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS
INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT
AS APPROVED BY CITY ENGINEER.
F" ff -001 01 t I M I a gel W,
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NG
NATURAL GROUND
PNT
POINT
PROP
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RT/LT RIGHT/LIGHT
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40'
VARIES VARIES
9'-12' 28'-31'
AC CROWN EP
VARIES ARIES
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SEE PLAN VIEW FOR
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NOT TO SCALE
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WILLIAMS ELEMENTARY SCHOOL
I
APN 015-290-08 APN 015-290-07 APN 015-290-06 APN 015-290-05
(DISTRICT PROPERTY) (DISTRICT PROPERTY) (DISTRICT PROPERTY) (DISTRICT PROPERTY) APN 015-290-13
APN 015-290-09
APN 015-290-10 (2,2 49�.19 Fc4] EXISTING SIDEWALK TO F-
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497.23 EP EX. MON. IN L.H.
1-4.0 L: 1 4 + 8
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N�
LAKE STREET CONSTRUCT MIN. 0.20A.C. PAVING OVER
MIN. 0.55' CL -11 AGGREGATE BASE OVER MIN. 12" NAT. GRD.
COMPACTED TO 95% MAX. DENSITY HORIZONTAL: 1"=20'
T11=4.5 R=25 VERTICAL: 1"=2'
Owner:
BAKERSFIELD
CITY SCHOOL
DISTRICT (BCSD
DSA FILE NUMBER
Ak A
Project Address:
WILLIAMS
ELEMENTARY
1201 WILLIAMS STREET
BAKERSFIELD, CA
integrated
designs
by SOMAM, Inc.
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
6011 N. FRESNO STREET, SUITE 130
FRESNO CALIFORNIA 93710
P: (559) 436-0881 F: (559) 436-0887
E: design@somam.com
integrateddesigns.com
Ownership of Documents
This document, the ideas and designs incorporated herein, as an instrument of
Professional Service is the property of Integrated Designs by SOMAM Inc. and is
not to be used, in whole or in part for any other project without written authorization.
COPYRIGHT 2020
Stamp: O QROFESS/
POR
0
rn
RICE 74059
C1VJ\'
OF 0CA�
CA
Sheet Title:
Job No.:
5401
Sheet No.:
C.O.B. RECORDS. %10. Release: OF 3 -
J:\3093B\Improvements\dwg\3093B_ST Plan and Profiie.dwg NATE SLINKARD 8/21/20
0
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. . . . . . . . . .
. . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
VERIFY EXISTING LOCATION AND ELEVATION
. . . . . . . . . . . . . . . . . . . .
IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY
498 ..................................................
ID
DESIGN FLOKINZ- ROFILi-
-0
ZX517NO 0GZ F PA WMiNT PROF/L£ . ................
.. ...................
ENGINEER IF THERE ARE ANY DISCREPANCIES.
.................................................................................
498
. ......... ........
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-0.207o
. . . . . . . . . . . . . . . . . . .
. ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . .
. . . . . . . .
. . . . . . . . . . . . . . . . . . (-0-20%/) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . .
496 .......
........... * ............ .......
:...................:
............................. .................................................
496
10+00
11+00 12+00
13+00 14+00
15+00
NORTH FLOKINE PROFILE
Owner:
BAKERSFIELD
CITY SCHOOL
DISTRICT (BCSD
DSA FILE NUMBER
Ak A
Project Address:
WILLIAMS
ELEMENTARY
1201 WILLIAMS STREET
BAKERSFIELD, CA
integrated
designs
by SOMAM, Inc.
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
6011 N. FRESNO STREET, SUITE 130
FRESNO CALIFORNIA 93710
P: (559) 436-0881 F: (559) 436-0887
E: design@somam.com
integrateddesigns.com
Ownership of Documents
This document, the ideas and designs incorporated herein, as an instrument of
Professional Service is the property of Integrated Designs by SOMAM Inc. and is
not to be used, in whole or in part for any other project without written authorization.
COPYRIGHT 2020
Stamp: O QROFESS/
POR
0
rn
RICE 74059
C1VJ\'
OF 0CA�
CA
Sheet Title:
Job No.:
5401
Sheet No.:
C.O.B. RECORDS. %10. Release: OF 3 -
J:\3093B\Improvements\dwg\3093B_ST Plan and Profiie.dwg NATE SLINKARD 8/21/20