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VICINITY MAP
SCALE: 1 " = 1 000'
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811
,EAST TWO DAYS
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UNDERGROUND SERVICE ALERT OF NORTHERN CALIFORNIA
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CITY OF BAKERSFIELD, KERN COUNTY CALIFORNIA
THESE PLANS ARE INTENDED TO REPLACE ONLY THE PHASE 2 PORTION
OF THE PREVIOUSLY APPROVED STREET PLANS FOR P.M. 10606.
5
20
21
22
23
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KEY MAP
SCALE: 1 " = 200'
MATERIALS LIST
ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES
ITEM PHASE 2
TYPE 'B' CURB & GUTTER
6
7
8
9
10
11
12
13
14
5
15
19
5
EA.
9500 LUMEN STREET LIGHTS
7
Fes.
DRIVE APPROACHES
0
EA.
HANDICAP RAMPS
2
EA.
CATC H BAS I N
1
EA.
OPEN
SKY DRIVE
18
Q
W
16
J
36
32
17
m
35
34
EL TANGO DRIVE
37
31
33
w
38
30
z
28
27
26
25 24
IL
29
Q
D-
Q
WOppK4ERE
DRIVE
20
21
22
23
t
KEY MAP
SCALE: 1 " = 200'
MATERIALS LIST
ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES
ITEM PHASE 2
TYPE 'B' CURB & GUTTER
4,486
L.F.
4" THICK CONCRETE SIDEWALK (CONST. W/ BLDG. PERMIT)
23,412
S.F.
CROSS GUTTERS
0
EA.
SURVEY MONUMENTS
5
EA.
STREET SIGNS
5
EA.
9500 LUMEN STREET LIGHTS
7
Fes.
DRIVE APPROACHES
0
EA.
HANDICAP RAMPS
2
EA.
CATC H BAS I N
1
EA.
0.30' A.C. (TYPE 'B') OVER 0.50' A.B. CL. 2 989789 S.F.
STREET DIMENSIONS
LOCALS
0 L. F.
LOCAL COLLECTOR
2,264 LF.
COLLECTORS
0 LF.
ARTERIALS
0 L. F.
BENCH MARK:
THE TOP OF A CONIC MONUMENT IN A LAMPHOLE WITH A BRASS
CAP AT THE CENTERLINE OF ASHE ROAD AT DISTRICT BLVD.
ELEV. 366.40 U.S.G.S.)
TEMPORARY BENCH MARK:
THE SOUTH FLOWLINE OF WOODMERE DRIVE AT THE EAST BOUNDARY OF THE
INDUSTRIAL PARK WAS USED AS THE BENCHMARK FOR THIS PROJECT.
ELEVATION = 362.39
PHASE 2
PHASE 1 LEGAL DESCRIPTION:
APN: 499-020-28
GROSS LOT AREA: 22.5 AC.
PORTION OF THE N/2 OF THE NW/4
SECTION 22, T. 30 S., R. 27 E., MDM.
BASIS OF BEARING:
THE BEARING OF AS SHOWN FOR THE CENTERLINE OF NATHANIEL WAY AS
SHOWN ON PARCEL MAP NO. 10606 PHASE 1, RECORDED IN BK. 58, AT PG.
158-160 OF PARCEL MAPS WAS USED AS THE BASIS OF BEARING.
SWPPP (EROSIVITY WAIVER)
WDID #: 595W003449
SHEET INDEX
1. COVER SHEET
2. NOTES - DETAILS
3. OPEN SKY DRIVE
4. PARK DIANE AVENUE / PAMPAS LANE
5. EL TANGO DRIVE & BLESSING COURT
ENGINEER'S CERTIFICATE:
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF
BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE
ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY
ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN
CRITERIA LL BE CORRECTED DURING CONSTRUCTION.
BRETT DAWSON, RCE 54058 DATE
EXP. 12-31-17
APPROVED BY:
NICISOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
RCE 61069
REVIEWED BY:
ASSISTANT PUBLIC WORKS DIRE TOR DATE .
REVIEWED BY:
TRAFFIC ENGINEER DATE
5.1-10606 PH 2
Citv Records No.
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GENERAL NOTES
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A
PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN
THE CITY STREET RIGHT OF WAY.
2. ANY TRENCHING TO BE CONDUCTED ,WITHIN THIS PROJECT SHALL BE BACK FILLED AND
COMPACTED PER STANDARD DETAIL ST -22 AND AS DIRECTED BY CITY ENGINEER.
3. THE OWNER SHALL BE RESPONSIBLE FOR THE FIRST SET OF COMPACTION TESTS AS REQUIRED
BY THE CITY. ANY FURTHER TESTING REQUIRED, DUE TO FAILED TESTS, SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL
BE DETERMINED BY THE CITY ENGINEER.,
4. THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND FOR INFORMATION PURPOSES ONLY.
UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE
CONSTRUCTION. TELEPHONE 811
5. UNDERGROUND FACILITIES KNOWN TO EXIST ARE SHOWN ON THE PLANS BASED ON AVAILABLE
RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION, LOCATION, PROTECTION,
AND REPAIR (IF DAMAGED DURING CONSTRUCTION) OF SAID FACILITIES. SHOULD UNDERGROUND
FACILITIES BE ENCOUNTERED WHICH ARE NOT SHOWN ON THE PLANS OR DEVIATE FROM THE
LOCATION SHOWN, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER OF THAT FACILITY (IF
APPROPRIATE) AND THE ENGINEER FOR POSSIBLE DESIGN CHANGES.
6. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT
OF WAY AS DIRECTED BY THE CITY ENGINEER.
7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE
SAFETY OF -ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
8. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND
STATE OF CALIFORNIA, STANDARD SPECIFICATIONS, CURRENT EDITION.
9. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION
DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. PHONE 661-326-3049.
10. SEE SEWER AND STORM DRAIN IMPROVEMENT PLANS FOR STORM DRAIN IMPROVEMENTS AND
SPECIFICATIONS.
11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL.
12. SAN JOAQUIN ENGINEERING, INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED
IN WRITING BY SAN JOAQUIN ENGINEERING, INC.
13. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR.
THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BE THE CITY ENGINEER.
14. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE
FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE
TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND
PIPELINES. THE CONTRACTOR IS TO CONTACT USA (811) FOR UTILITY LOCATION 48 HOURS
PRIOR TO ANY EXCAVATION OR TRENCHING.
15. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES
CALIFORNIA CODE.
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1 NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN
THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED.
2 ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN
ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE
NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP
IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS)
3 INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS
4 NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. UNDER AND EACH SIDE
OF X- GUTTERS AND COMMERCIAL DRIVE APPROACHES
5 NOTE TO STAMP AN 'S' INTO CURB FACE OVER EACH SEWER LATERAL
6 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.
7 LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED
NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD
LED STREET LIGHTING SPECIFICATIONS
8 ANY ITEMS IN 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.
9 NOTE TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION.
10 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.
11 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.
NOTE
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN THE
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 INSURANCE AS
REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
CITY STANDARD 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 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 % INCH MAXIMUM, MEDIUM GRADING.
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 OTHERWSE DIRECTED BY THE CITY ENGINEER. THE
ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS", IN
SECTION 92-1.02, "GRADES", OF THE STANDARD SPECIFICATIONS.
4. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE
CONTRACTOR IN ACCORDANCE NTH 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 FOLLOWNG FOR THE CITY
ENGINEER'S REVIEW AND APPROVAL
-
5a. A LIST OF AGGREGATE AND ASPHALT SOURCES.
5b. DOCUMENTATION VERIFYING 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
SPECIALPROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN
SIX(6) MONTHS. ALL OTHER TEST RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR.
5c. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WTH CALIFORNIA TEST 367. LABORATORY TEST
RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG NTH THE
THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM 02041. THE ASPHALTCONCRETE
MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS AND
THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME
AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL
BEAR ALL THE COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN.
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 BE LOCATED TO MATCH DESIGNED TRAFFIC LANE 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 DRIVE WHERE SHOWN ON THE PLANS AND
AS DIRECTED BY THE CITY ENGINEER AND SHALL BE 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 FOLLOWNG 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 OPERATION RESUME.
12. WHERE 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 BETOEEN 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 OPERATION RESUME.
13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS
DETERMINED BY ATSM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE NTH 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 WLL BE ADVISED THAT THE REQUIRED RELATIVE
COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES, OR BOTH, IF NEEDED, ARE TO BE
ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED
THE CITY ENGINEER OF THE ADJUSTMENT THAT WLL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY
SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT CONCRETE REPRESENTED
BY THAT LOT SHALL BE REMOVED AND REPLACED NTH MATERIAL THAT MEET 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 PERCENT OR MORE THAN 96 PERCENT THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE
REMOVED AND REPLACED NTH 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:
16a. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR
16b. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED
WITH PARAFFIN.
16c. 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:
17a. ABRASIVE GRINDING WTH EQUIPMENT U1ILIZED DIAMOND BLADES,
17b. REMOVAL AND REPLACEMENT, OR
17c. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY.
18. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S
EXPENSE.
19. IF ABRASIVE GRINDING IS USED TO BRING 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 PARALLEL TO, THE NEAREST LANE LINE OR
PAVEMENT EDGE AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND
AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF
SECTION 42-2.02, "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL
FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING
AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER.
20. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO
SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADA11ON
CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2:4 OF THE "GREENBOOK" WHICH ALLOWS UP TO
50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE,
CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED.
AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY.
21. 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 THE FOLLOIMNG:
21a. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE 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.
21 b. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE 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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1
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2
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SCALE: HORI Z.: 1" = 50'
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52.98
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86.00'
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33.00'
to (n
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C5
134*56'54"
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207.36'
202.56'
C6
+
33.00'
33.05'
51.89'
C7
22*25'35"
33.00'
6.54'
12.92'
ui
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LEGEND
(D CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. 0 25 50 100
STD. ST -1 WITH 5.5' WIDE COMBINATION SIDEWALK
PER C.O.B. STD. S-3. SCALE: HORIZ.: 1" = 50'
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RSP A88A, CASE 'A'.
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k6 1q: 7
CN INSTALL STREET SIGN PER C.O.B. STD. S-29. Ir -
00
INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -23. +
INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -23. C%4
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V)
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OPEN SKY DRIVE WITH PHASE 1 28 16
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SEE ST. PLANS PM 10606
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NOTE: 0.30' TYPE '13' AC PAVING OVER
0.50' AGGREGATE BASE OVER
0.70' NATIVE COMPACTED TO 95%
RELATIVE COMPACTION
10+00 11+00
co
Ld EXIST. C/
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30.17'
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m
to LO
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36.51 11
52.98
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123*4633"
86.00'
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LO
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CURVE
DELTA
RADIUS
TANGENT.
LENGTH
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90'19'51"
30.00'
30.17'
47.30;
C2
101*10'53"
30.00'
36.51 11
52.98
C3
123*4633"
86.00'
160.98'
185.79"
C4
89050'13"
33.00'
32.91 '
51.74'
C5
134*56'54"
86.00'
207.36'
202.56'
C6
90*05'43"
33.00'
33.05'
51.89'
C7
22*25'35"
33.00'
6.54'
12.92'
NOTE.- ALL STATIONING IS ALONG CENTERLINE
UNLESS OTHERWISE NOTED.
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--0.32%
11+00
NOTE: 0.301 TYPE I B I AC PAVING OVER
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RELATIVE COMPACTION
w2mig
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all
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m
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m
in
w
104
0
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w
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L=51.89'
w
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m
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SIDE S BACK
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r`II`l_ o) 0 C-4
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L=47.30'
Now L=52.98
ON CURVE =1
ON CURV!
a A lk
..............................
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S/0.30% 0-3070
5.1-10606 PH 2
Citv Records No.
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m ir
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z
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m
in
w
104
0
z
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w
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w
w
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w
Tm
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SHEET
4
OF 5
(L
0
0
Z
0
0
w
Tm
(L
w
>
0
L
w
0
F -
w
w
SHEET
4
OF 5