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GENERAL NOTES
1. ALL CONSTRUCTION SHALL F
CON ORM TO THIS PLAN, THE. CALIFORNIA BUILDING CODE, CITY OF
BAKERSFIELD ORDINANCE No. 4472, LATEST EDITION AND STANDARDS PERTAINING THERETO.
THESE DOCUMENTS SHALL BE MADE A PART HEREOF.
2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN
ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA,
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006. THESE
STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND
THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE,
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF
CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE 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 STREET
RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR
PRIOR TO ISSUANCE OF A PERMIT.
4. 24 HOUR NOTICE; 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.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT
THE BUILDING SITE PRIOR TO CONSTRUCTION, DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS
ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS, PORTER &
ASSOCIATES, INC. MUST BE 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
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR
OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK, UNDERGROUND SERVICE ALERT
(U.S.A.: 1 -800- 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO
ANY CONSTRUCTION OR EXCAVATION.
7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S
EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY,
8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE
RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY
PRIOR TO ANY FURTHER WORK,
9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND
SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT,
10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE
REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED
AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION
WILL BE ALLOWED FOR SUCH CORRECTION,
11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR
OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER
OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF
ENGINEER IN RESPONSIBLE CHARGE10,
12• THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING
EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION
PLAN IMPLEMENTATION AND THE 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,
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 WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO
FILING HIS BID PRICE FOR THE PROJECT,
14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES TO OR USES OF THESE PLANS, ANY AND ALL CHANGES TO THESE PLANS MUST BE
APPROVED IN WRITING BY PORTER & ASSOCIATES, INC.
COB 5!R....EET IMPRQYEMEUT NQTES
1, THE F
E UBDIVIDER, I REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF
BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK,
2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND
COMPACTED PER CITY STANDARD DETAIL ST -22,
3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET
RIGHT -OF -WAY AS DIRECTED BY THE CITY ENGINEER.
4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS
REPORT, 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 CITY
ENGINEER,
5. RELATIVE COMPACTION OF NOT LESS THAN 95% 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 GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE
OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (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,
6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND
CURB AND GUTTER TO A DEPTH OF 6 ". THE LOCATION OF THE TESTS SHALL BE DETERMINED
B Y TH E Cl TY.
7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 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 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
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,
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)II,
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 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 NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL
T -19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK,
15, SEE WATER, STORM- DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS
THAT ARE A PART OF THIS PROJECT,
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
C ) 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(B), "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
CONSTRUCTIONII,
9. PAVING JOINTS 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 AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANESII,
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 967-o, 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. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER
MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE
CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE 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 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,
CITY STANDARD PLATES
1, THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS.
(CONTRACTOR TO OBTAIN LATEST EDITION, 10- 26 -89, UNLESS OTHERWISE NOTED)
CITY
STD. NO.
DESCRIPTION
CITY
STD. NO.
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CURB AND GUTTER (TYPE "A", "B" AND "C" )
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COMMERCIAL DRIVEWAY
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SIDEWALK
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ST -20
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ST -5
HOUSE NUMBER FOR CURBS
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ST -21
TRENCH BACKFILL AND COMPACTION REQUIREMENTS
ST -6
PAVEMENT PATCHES
GREEN
ST -22
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ST- 7
CROSS - GUTTERS
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D -10
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ST -8
26 INCH PART CIRCLE CULVERT
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STREET SECTIONS
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STREET SECTIONS
D -16
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ST -11
STREET CROSS SECTIONS
FRAMES & COVER FOR MANHOLES & CLEANOUTS
SW -4
❑
ST -12
ALLEY CROSS SECTION
®
SW -5
®
ST -13
SURVEY MONUMENT
T -1
ST -14
"STREET LIGHT, MAST ARM TYPE
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T -5
ST -15
CUL—DE—SACS
T -12
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ST -16
STREET KNUCKLE
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LENGTH
TANGENT
Lu
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STREET SIGN, POST TYPE
MAJOR COLLECTOR AT INTERSECTION WITH MAJOR ARTERIAL
MINIMUM ACCESS DESIGN
SUBDIVISION TURNAROUNDS FOR STREETS TO BE EXTENDED
TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES
CALTRANS TN 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 CURB RAMP DETAILS 2" A,C OVER f" AGG. BASE TEMPORARY TURNAROUND
OVER 1' NAT, GRD. COMPACTED EDGE OF PAVEMENT
TO 95X MAX. DENSITY
PER COB STD. DWG, T--14
12 "(300mrr,
EXTENSION
TB -7
TB-2
TB -3 (Comm In)
TB -4 (Comm In)
TB -5 (Comm Out)
TB-6 (Comm Out)
INT£RSECAON
LOCAIIAM A
n
TOP VIEW
INTERCONNECT DETAIL
NTS
?5mm)
2 "(50mm) CONDUIT
2 (50mm) CONDUIT
3 °(75mm) KNOCKOUT
CLEAN CRUSHED-
ROCK SUMP, SEE
o STD PLAN ES -8
SECTION A -A FOR ADDITIONAL
DETAILS
. 6.5 PULLBOX WITH EXTENSION
(NO 6 PULLBOX WITH EXTENSION SIMILAR)
MUL TI -DUCT N TS
TRAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED
ALONG ALL ARTERIAL & COLLECTORSTREETS OR AS DIRECTED
AS PART OF THE STANDARD STREET IMPROVEMENT OMISSION
OF INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR
STREETS MA Y BE ALLOWED WHERE A CCEPTABLE AL TERNA TE
MEANS OF COMMUNICATION IS PROVIDED FOR IN THE CITY
TRAFFIC COMMUNICATION MASTER PLAN,
MUL 77-DUCT CONDUIT IS REQUIRED ON ALL SIGNAL
COMMUNICA TION BACKBONE ROUTES SHOWN ON THE
Cl T TRAFFIC COMMUNICA TION MASTER PLAN, PULL BOXES
ARE TO BE N0. 6,
ALL OTHER ROUTES
INSTALL 2 "(50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH
PULL BOXES A T 400(120m) MAXIMUM INTERVAL. PULL BOXES
SHALL BE ND, 5 WITH EEXTENSIDNS AND KNOCKOUTS. CONDUIT
SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE
EXISTING SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND
OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 APPROVED
DEGREES A PULL ROPE CONFORMING TO SECTION
86 -2.05C '*lNSTALLA TION" OF THE STANDARD SPECIFICATION
SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT
FOR INSTALLA TION OF FUTURE CONDUCTORS c,TY E
TB -7
TB -2
T9-3 (Comm In)
TB -4 (Comm In)
T8-5 (Comm Out)
TB -6 (Comm Out)
lNT£RSfCAOV
LQC,4T/ON B
LIDS SHALL READ "TRAFFIC SIGNAL "
r"M
KNOCKOUT FOR 4 "(100mm) MUL TIOUCT
OR MUL Tl- CONDUIT SYSTEM
(NOT REOUIRED FOR NO, 5 PULLBOX)
3 "(75mm) MIN, CONDUITS SHALL BE
SECTION B -B CAPPED IN PULL BOXES
.� ..
. 1 .� ••� �� '• • • • •
R =4 MIN,
VA _ lE5 R= 4 Y1.2m) MIN, (1.2m)
SWEEP TO PULLBOX
NOTE.• TO BE USED ONL Y WHEN
CONDUIT lS ALLOWED TO BE PLACED
AT GUTTER LIP LINE. IN ALL OTHER
CASES CONDUf T IS TO 6E L0 CA, -TED
.UNDER SIDEWALK AREA,
T- 34, DWG
cl'LIP FL
tV
N
X
w � M
FUTURE ' CONSTRUCTED
PHASE PHASE
CURVE TABLE
C2P MODEM /NTERCOriINECT/T£RNINAL BLOpI I8-1
RADIUS
LENGTH
TANGENT
INPUT PANEL 14
C1
33.003'
13.47'
HIRE CACAO ASSIGNMENTS
23'23'32"
P/N
FUNCTION
WIRE COLOR TB -1
WIRE COLOR
23"23". 32"
C3
MODEM HARNESS INTERCONNECT CABLE
A
AUDIO IN
NHIT£ TBl -3
Nell /T£
B
AUDIO IN
BLAq( TBl -4
BLACK
C
AUTO AUT
RED TBl -5
BLACK
E
AUDIO AUT
GREEN TBl -6
GREEN
�
TB -1
TB
-1
TB -7
TB-2
TB -3 (Comm In)
TB -4 (Comm In)
TB -5 (Comm Out)
TB-6 (Comm Out)
INT£RSECAON
LOCAIIAM A
n
TOP VIEW
INTERCONNECT DETAIL
NTS
?5mm)
2 "(50mm) CONDUIT
2 (50mm) CONDUIT
3 °(75mm) KNOCKOUT
CLEAN CRUSHED-
ROCK SUMP, SEE
o STD PLAN ES -8
SECTION A -A FOR ADDITIONAL
DETAILS
. 6.5 PULLBOX WITH EXTENSION
(NO 6 PULLBOX WITH EXTENSION SIMILAR)
MUL TI -DUCT N TS
TRAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED
ALONG ALL ARTERIAL & COLLECTORSTREETS OR AS DIRECTED
AS PART OF THE STANDARD STREET IMPROVEMENT OMISSION
OF INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR
STREETS MA Y BE ALLOWED WHERE A CCEPTABLE AL TERNA TE
MEANS OF COMMUNICATION IS PROVIDED FOR IN THE CITY
TRAFFIC COMMUNICATION MASTER PLAN,
MUL 77-DUCT CONDUIT IS REQUIRED ON ALL SIGNAL
COMMUNICA TION BACKBONE ROUTES SHOWN ON THE
Cl T TRAFFIC COMMUNICA TION MASTER PLAN, PULL BOXES
ARE TO BE N0. 6,
ALL OTHER ROUTES
INSTALL 2 "(50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH
PULL BOXES A T 400(120m) MAXIMUM INTERVAL. PULL BOXES
SHALL BE ND, 5 WITH EEXTENSIDNS AND KNOCKOUTS. CONDUIT
SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE
EXISTING SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND
OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 APPROVED
DEGREES A PULL ROPE CONFORMING TO SECTION
86 -2.05C '*lNSTALLA TION" OF THE STANDARD SPECIFICATION
SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT
FOR INSTALLA TION OF FUTURE CONDUCTORS c,TY E
TB -7
TB -2
T9-3 (Comm In)
TB -4 (Comm In)
T8-5 (Comm Out)
TB -6 (Comm Out)
lNT£RSfCAOV
LQC,4T/ON B
LIDS SHALL READ "TRAFFIC SIGNAL "
r"M
KNOCKOUT FOR 4 "(100mm) MUL TIOUCT
OR MUL Tl- CONDUIT SYSTEM
(NOT REOUIRED FOR NO, 5 PULLBOX)
3 "(75mm) MIN, CONDUITS SHALL BE
SECTION B -B CAPPED IN PULL BOXES
.� ..
. 1 .� ••� �� '• • • • •
R =4 MIN,
VA _ lE5 R= 4 Y1.2m) MIN, (1.2m)
SWEEP TO PULLBOX
NOTE.• TO BE USED ONL Y WHEN
CONDUIT lS ALLOWED TO BE PLACED
AT GUTTER LIP LINE. IN ALL OTHER
CASES CONDUf T IS TO 6E L0 CA, -TED
.UNDER SIDEWALK AREA,
T- 34, DWG
cl'LIP FL
tV
N
X
w � M
FUTURE ' CONSTRUCTED
PHASE PHASE
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C1
33.003'
13.47'
6.83'
23'23'32"
C2
33.00'
13.47'
6.83'
23"23". 32"
C3
40.00'
188.33' 5
92.47'
226'47'04"
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ST
MIN 45'
MAX 49*
MIN 34'
MAX 38'
SEE PLAN MEW FOR
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REVISIONS APPRO D: PHA 3E Oi.�� a,,�y
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COMPACT DER CURB,
GUTTER AND SIDEWALK
(TYP.) 6" MIN. TO 909
MAX. DENSITY.
c fNKICirmuc
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CO
PROTECT IN PLACE.
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RELOCATE ALL POWER POLES — COORDINATE WITH UTILITY OWNER.
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PER CITY STANDARDS.
ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED.
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ROADSIDE SIGN & PAVEMENT DELINEATION NOTES
1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE
PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND
THE CALIFORNIA MUTCD 2003 EDITION, DATED SEPTEMBER 26, 20069
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 BY PRIED OFF AND
ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING, ALL
SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE
FOG SEALED.
4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER
THE CALIFORNIA M U TCD 2003 EDITION, DATED SEPTEMBER 26, 2006.
5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL.
6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT
TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT.
7, STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE
THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD
SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE.
8, ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS
STANDARD SPECIFICATION PTH-- 02ALKYD
9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING,
PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND
INSTALLED BY THE CONTRACTOR,
10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB
TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES.
11, 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,
R26(CA)
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PAVEMENT DELINEATION LEGEND
aD INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS.. A20A, A20B.
AND A20D, NUMBER IN Q INDICATES .DETAIL N0. ON STANDARD PLAN,
Q INSTALL 12" WHITE CROSSWALK LINE AS SHOWN.
TO INSTALL 12" WHITE LIMIT LJNE AS SHOWN. ISTING REMOVE ALL
C N CT WITFIXN W CONS UCT10N (TYPICAL) ND /OR TRAFFIC STRIPING IN
PAINT MEDIAN NOSES YELLOW
CH INSTALL 12" WHITE CHEVRONS AS SHOWN (50' MAX O.C.)
�Y INSTALL 12" YELLOW DIAGONALS AS SHOWN (50' MAX O.C.)
QD INSTALL 12" WHITE DIAGONALS AS SHOWN (25' MAX O.C.)
Q EXTEND EXISTING STRIPE AS SHOWN. MATCHING EXISTING STRIPE DETAIL.
tm INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN,
,,4r INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHONM,
NOTE: PRIOR TO PAVING. THE DESIGN ENGINEER FOR THE PROJECT SHALL
VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS.
SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE
SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING,
REMSIONS APPRO D* pue5e o�� ov�y
FRED W. PORTER
RCE 33448
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MARIAN P. SHAW
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DATE
NOTE: CROSSWALKS ON BUENA VISTA
SHALL NOT BE INSTALLED UNTIL
-rM A ccln C`I '%AI A I IC` /" 1'1A1[`T171 1/'TIC1'Y
I GN CODES
OM1 -3 rw YELLOW DIAMOND OBJECT MARKER
OM2 -2V
N
TYPE II VERTICAL OBJECT MARKER
OM4 -3
RED DIAMOND OBJECT MARKER
SN S
STREET NAME SIGN
SNS -METRO
N
METRO STREET NAME SIGN
R1 -1
N
STOP SIGN
R3 -5(R)
N
RIGHT TURN ONLY
R4 -7
�►
DIVIDED ROAD
R5 -1
DO NOT ENTER
R6 -1(R)
N
ONE. WAY (RIGHT)
R7 -9
NO PARKING BIKE LANE
R11 -2
N
ROAD CLOSED
R26(CA)
z a
NO PARKING ANYTIME
R81
INSTALL W z
BIKE LANE
W1 -6 (R)
N
ONE- DIRECTIONAL LARGE ARROW SIGN (RIGHT)
W1 -6 (L)
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ONE - DIRECTIONAL LARGE ARROW SIGN (LEFT)
W1 -7
N
TWO - DIRECTIONAL LARGE ARROW SIGN
W3 -1
N
STOP AHEAD
W3-3
SIGNAL AHEAD
W31 (CA)
N
END
NOTE: SIGN
CODES ARE FEDERAL CODES
UNLESS OTHERWISE
INDICATED BY (CA).
(CA) INDICATES
CALIFORNIA CODES.
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HORIZONTAL: 1"=50'
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