HomeMy WebLinkAbout1.1-7335 Panama LaneA.C. PAVING TESTING 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 3/4" 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 8
(MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS
OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE
REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02,
"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 NTH CAUFORNIA 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 RENEW 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 NTH CAUFORNIA 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 EXISIING 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 APPUED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE
SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE
BEYOND THE UMITS 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 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 PUBUC 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 VALE 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 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, 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 NTH PARAFFIN.
C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED.
17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE
TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER:
A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES,
B. REMOVAL AND REPLACEMENT, OR
C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY.
THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE
CONTRACTOR'S EXPENSE.
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 UNE OR PAVEMENT EDGE, AND THE TRANSVERSE UNITS 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 APPUED TO ALL FINISHED ASPHALT SURFACES
AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR
ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER.
19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE
CAR CONFORMING TO SECTION 2130-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR
LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB)
CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK..... ... WHICH ALLOWS UP TO 50%
OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE,
LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS.
OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED
TO A MINIMUM OF 957. OF MAXIMUM DRY DENSITY.
20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED
CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD.
IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING
PLANE SHALL CONFORM TO THE FOLLOWING:
A. 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.
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.
21. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES
WITHIN THE ROADWAY.
STANDARD NOTES
1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND
SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND CALTRANS STANDARD
SPECIFICATIONS.
2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART
OF THESE PLANS:
ST -11 STANDARD PAVEMENT PATCHES
ST -13 STANDARD STRUCTURAL PAVEMENTSECTION
ST -22 STANDARD SURVEY MONUMENTS
ST -23 STANDARD STREET LIGHT MAST ARM TYPE
ST -20 STANDARD SYMMETRICAL CUL-DE-SACS
T-1 STANDARD STREEET SIGN POST STYLE
3. PAVEMENT:
PAVING FOR PANAMA LANE SHALL BE:
0.45' TYPE "B" ASPHALT CONCRETE OVER
0.75' AGGREGATE BASE OVER
1.30' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 959,
RELATIVE DENSITY PER C.O.B. STD. ST -13.
4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF
BAKERSFIELD STD. DWG. ST -22.
OO TO BE INSTALLED
?J EXISTING
5. T INSTALL TRAFFIC CONTROL SIGNS
+ INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1
+ INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1
-o- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. PER
C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10.
INSTALL STREET LIGHTS, 9500 LUMEN H.P.S.V. PER C.O.B. STD.
ST -23 AND SPECIAL PROVISION 7-86-10.
STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY.
6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL
STREETS UNLESS OTHERWISE NOTED.
7. NOT USED
8. SEWER LATERAL LOCATIONS TO BE STAMPED(S) INTO THE CURB FACE OVER
EACH SEWER LATERAL
9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E.
SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A
MINIMUM OF 6" THICK.
10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4"
BELOW PAVEMENT GRADE.
11. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING
DAYS PRIOR TO CONSTRUCTION. 811.
12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS
WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR
EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-2 SHALL BE LOCATED WITHIN
SIDEWALK 6" FROM BACK.
13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED
STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT,
SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK
PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED
PRIOR TO ISSUANCE OF THE PERMIT.
14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR
ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO
SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL
FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS
BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION.
AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH
THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE
SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95%
OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557.
15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT
STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY
REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED
TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM
DRY DENSITY IN ACCORDANCE PATH ASTM D-1557.
16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED
PER CITY STANDARD DETAIL ST -12.
17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE
NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE
CITY ENGINEER,
18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC
RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24
HOURS NOTICE. (661) 326-3049.
19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL
PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A
COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S
OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE
PROVISIONS OF SAID PLAN.
20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY
OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS
PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL
TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE,
CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN.
21, LUMINARIES 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.
22. CONTRACTOR SHALL COORDINATE WITH LANDSCAPE CONTRACTOR TO INSTALL
CONDUITS PRIOR TO PAVING.
23. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE BOUNDARY
WITHIN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY.
REMOVE AND SALVAGE THE SIGN WITH CONSTRUCTION OF ADJACENT PHASE.
24. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &
PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD
SPECIFICATION PTH-02ALKYD.
25. 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 ESTABUSH THE NECESSARY DEPOSIT FOR
A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP
INFORMATION, OR PUBLIC TRACTS WITHOUT RECORDED MAPS)
26. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL
PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURE PATTERN SHALL BE
APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION AND PARKS
DEPARTMENT.
27. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS
28. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY
THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS.
SHOULD THE CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED
TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING.
29. ANY ITEMS IN PUBUC 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.
30. NOTE TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT
LOCATION.
31. 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 28. ALTERNATIVELY, THE CITY
ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD
TO PREVENT EROSION ONTO THE SIDEWALK.
32 IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL
POLLUTANT DISCHARGE EUMINATION SYSTEM(NPDES), A " NOTICE OF INTENT'
(N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE
STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO.
2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER
2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL
BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION
ACTIVITY. COMPUANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM
WATER POLLUTION PREVENTION PLAN(SWPP) BE PREPARED, CONTINUOUSLY
CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBUC INSPECTION DURING
NORMAL CONSTRUCTION HOURS.
33. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE CONSTRUCTED
TRUE TO GRADE AND CROSS SECTION AND COMPACTED TO 95% OF MAXIMUM DRY
DENSITY AS DETERMINED BY ASTM D-1557 TO A DEPTH OF 1.0' BELOW TOP OF
SUBGRADE AND 1.0' TO EACH SIDE OF APPROACH AND CROSS GUTTER.
PROJJE T
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
OFFSITE STREET CONSTRUCTION PLANS
FOR
TRACT
PANAMA
VICINITY MAP
NO SCALE
i I i I
I I
FUTURE I EX. EX. I ....
TRACT 7334 AGRICULTURE I AGRICULTURE
ii LAND i LAND
2
EX.--------- 3 ----------------
AGRICULTURE PANAMA LANE AGRICULTURE
LAND LAND
+ - SHEET NUMBER
LIST OF MATERIALS
ITEM
UNIT
R9JER
A.C. PAVING
3
34
35
OCK
A
A.C. SUBGRADE PREPARATION
CUYD
930
.
LF
2
TRAFFIC CONTROL SIGNS
9.11
O
6
5
EA.
4
3�
-
1
99
1328
PER TRACT NO. 6140 PHASE 5
BASIS OF BEARINGS:
THE BEARING OF 0'54'43" E SHOWN FOR THE EAST
T N G`/
11
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VICINITY MAP
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FUTURE I EX. EX. I ....
TRACT 7334 AGRICULTURE I AGRICULTURE
ii LAND i LAND
2
EX.--------- 3 ----------------
AGRICULTURE PANAMA LANE AGRICULTURE
LAND LAND
+ - SHEET NUMBER
LIST OF MATERIALS
ITEM
UNIT
PANAMA LANE
A.C. PAVING
TONS
607
CL II AGC. BASE
CUYO
482
A.C. SUBGRADE PREPARATION
CUYD
930
SAWCUT
LF
1328
TRAFFIC CONTROL SIGNS
A.
3
DETAIL 27
EA.
1690
ARTERIAL STREET FRONTAGE
LF
1328
KEY MAP
SCALE: 1"=200'
INDEX OF SHEETS
SHEET TITLE
1. COVER SHEET
2. PANAMA LANE (STREET IMPROVEMENT PLANS)
(STA. 16+61.50 C.L. TO STA. 29+89.53 C.L.)
3. PANAMA LANE ROAD (STRIPING PLAN)
(STA. 16+61.43 C.L. TO STA. 36+00.00 C.L.)
7335
LANE
NOTE: 1. PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY
THE CITY CONSTRUCTION INSPECTION DEPARTMENT
SHALL BE GIVEN 24 HOURS NOTICE.
TELEPHONE 326-3049. NO CITY INSPECTIONS
WILL BE GIVEN FOR THE WORK IN THIS AREA
UNTIL A STREET PERMIT WITH APPROPRIATE
SECURITY AND INSURANCE HAS BEEN OBTAINED.
2. ANY FACILITY NOT IN THE PUBLIC RIGHT OF WAY
IS TO BE PRIVATELY MAINTAINED
3. ALL MATERIALS SUPPLIED FOR THIS PROJECT
WILL REQUIRE A CERTIFICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS & STANDARDS
SET FORTH BY THE CITY OF BAKERSFIELD HAVE
BEEN MET.
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR
UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND
BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES,
STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT
REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
IAM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE PLANS AND ANY ERRORS, .OMISSIONS, OR VIOLATIONS OF
THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE
CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS WILL BE
REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
/y, /z G(-/S"z-0
PP'OVED BY: ELAINE NEPTUNE R.C.E. 55102 DATE
IN :ACCORDANCE WITH THE. CONDITIONS OF THE VESTING TENTATIVE
MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY
OF BAKERSFIELD PUBLIC WORKS DEPARTMENT.
BY: NICOLAS FIDLER ELIC WORKS DIREC OR -2,1 P
R.C.E. NO. 61069
Know what's below.
Cali before you dig.
1.1-7335
CITY RECORDS NO:
m
f-Zo-2o20
-REVIEWED BY: STUART J. PATTESON,
DATE
' ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO.
44898
CITY OF BAKERSFIELD
M
REVIEWED BY: RYAN .STARBUCK,R.C.E. 57651
DATE
TRAFFIC ENGINEER
BENCHMARK:
N
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
CENTERLINE INTERSECTION OF. BUENA VISTA AND
a
CALICO STREET.
o
ELEVATION = 348.89' (U.S.G.S. DATUM)
o0a
PER TRACT NO. 6140 PHASE 5
BASIS OF BEARINGS:
THE BEARING OF 0'54'43" E SHOWN FOR THE EAST
LINE OF THE SOUTHEAST 1/4 OF SECTION 24, T.30
`S., R.26 E., AS SHOWN ON SURVEY INVESTIGATION
k
MAP NO. 7-1 BK. 6, PG. 34 WAS USED AS THE
.BASIS OF BEARING SHOWN HEREON.
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Cali before you dig.
1.1-7335
CITY RECORDS NO:
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