HomeMy WebLinkAbout1.1-7291 Record DrawingCITY OF BAKERSFIELD COUNTY OF KERN CALIFORNIA
STREET IMPROVEMENT PLANS
TENTATIVE TRACT N0. 7291
PROJECT
ASPHALT CONCRETE PAVING NOTES:
PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE:
DURATION OF THE CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO
CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE
IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL
COMPLY WITH THE PROVISIONS OF SAID PLAN.
ASPHALT CONCRETE SHALL BE TYPE'W (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B'
GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS
INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS
(MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, -ASPHALT CONCRETE, OF
OF GRINDING ARE ATA CONSTANT OFFSET FROM, AND PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE AND
STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM
THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL
WATER POLLUTION PREVENTION PLANS (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND
L.F.
CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-202,
SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATON OF THE CONTRACTOR'S
PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE'A(MODIFIED) OR TYPE It,
"CONSTRUCTION', OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FWISHED ASPHALT
OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN.
(MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGATE-, OF THE
SURFACES AT THE CONTRACTORS EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT
LATERAL.
STANDARD SPECIFICATIONS FOR 314 INCH MAXIMUM, MEDIUM GRADING.
EMULSION AS DIRECTED BY THE CITY ENGINEER.
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS
REQUIREMENTS SO SECTION 39-2.02,'AGGREGATE', OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
PAPER OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF
DEPARTMENT FOR WORK PERFORMED WITHIN THE EXISTING ACCEPTED STREET
ASPHALT BINDER FOR TYPE'A' (MODIFIED) ASPHALT CONCRETE SHALL BE PC 64-10 PERFORMANCE GRADED ASPHALT,
ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO
UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND
LES
UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE -B- (MODIFIED) ASPHALT CONCRETE
SECTION 200.22 OF THE'GREENBOOK'. BASE MATERIAL FOR LOCAL STREETS SHALL BE GAB OR FINE GRADATION
SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE THE WORK PERFORMED WITHIN THE
SECRIGHT-OF-WAY.SECURITY
SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE
CRUSHED MISCELLANEOUS BASED (CMB) CONFORMING 70 SECTION 200.2.4 OF THE 'GREENBOOM..... ._WHICHALLDWS
RIGHT -0F -WAY SHALL BE POSED PRIOR TO THE PERMIT.
ASPHALT BINDER SHALL CONFORM TO THE THE REQUIREMENT IN THE TABLE FOR'STEAMREFINED PAVING ASPHALTS',
UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE
SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER.
IN SECTION 924.02, 'GRADES', OF THE STANDARD SPECIFICATIONS.
BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLES BASES SHALL NOT BE
NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT
THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED B ASTM 020413HE ASPHALT
ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TOA MINIMUM OF 95% OF MAXIMUM DENSITY.
WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED.
THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE
PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE:
CONSTRUCTION.
CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE
PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD
0.40' AGGREGATE BASE (PER NOTE 15) OVER
IN THE WORK. THEAMOUNT OFASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER.
SPECIFICATION SECTION 19.1.03 PER THE CITY OF BAKERSFIELD:
INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS
AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY
A TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLAN SHALL CONFORM
PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS
ENGINEER'S REVIEWAND APPROVAL:
TOIMMEDIATELY
OLY WING:
TH
70 THE FOLLOWING:
REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A
L.F.
WHERE THE COMPACTED THICKNESS OFA LAYER OFASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS
REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO
A A LIST OF AGGREGATE AND ASPHALT SOURCES.
A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE
PAVING.
SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH SEWER
GRADING PLANE ATANY POINT SHALL NOT VARY MORE IRAN 0.04 FOOT ABOVE OR BELOW THE GRADE
LATERAL.
B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE
ESTABLISHED BY THE ENGINEER.
STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION
REQUIREMENTS SO SECTION 39-2.02,'AGGREGATE', OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
PAPER OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF
86-6.01 OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER.
PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN
S. WHEN THE SUBBASE OR BASE MATERIAL (OTHER IRAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE
WHERE COMPACTED THICKNESS OF A LAYER OFASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS
SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR.
GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAT.004 FOOT ABOVE OR BELOW
L.S.
LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK
THE GRADE ESTABLISHED BY THE ENGINEER.
ANY ITEMS IN PUBLIC RIGHT -0F -WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS
C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY
GREATER THAN 10 FEET, ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON
SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER.
TEST RESULTS ON M41CH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE
COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR.
CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER,
THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED B ASTM 020413HE ASPHALT
THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE
CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39.2.02, -AGGREGATE', OF THE STANDARD
WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G
INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN.
SPECIFICATION AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE
NOTE: 95% COMPACTION AT LEAST VON EACH SIDE OF CROSS GUTTERS.
STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6' FROM BACK.
SUBSTANTIALLY THE SAME AS LONG AS WITHIN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION
(3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL THE COSTS ASSOCIATED WITH THE ASPHALT MIX DESIGN.
STANDARD NOTES
SYSTEM (NPOES) A'NOTICE OF INTENT' (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO
WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE
DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO.2009-009-DWQ
IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE
ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND
AS AMENDED BY ORDER 2010-WI4-DWO AND ORDER 2012-M0 DWQ) MUST BE FILED WITH STATE WATER
STREET, AND ATA MINIMUM DISTANCE OF ONE (i) FOOT FROM THE EXISTING EDGE OF PAVEMENT.
SPECIFICATIONS OF THE CRY OF BAKERSFIELD AND STATE OF CA., DEPT. OF
RESOURCES CONTROL TIROL 80ARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY.
N
TRANSPORTATION STANDARD SPECIFICATIONS.
COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN
A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED
(SWPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION
CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 394.01,-SUBGRAD0,, OF THE STANDARD
THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS:
DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION NUMBER (WDID) NUMBER
SPECIFICATIONS SHALL BE MET.
ST -1, ST -3, ST -4, ST -7, 57-9, ST -14, ST -16, 57-19, 7-12, D-14,0-16,
5Fl5C3754M HAS BEEN ISSUED BY THE STATE WATER RECOURSES BOARD.
THEAREA TO WHICH PAINTBINDER HAS BEEN APPLIED SHALL BE CLOSED TO THE PUBLIC TRAFFIC. CARE SHALLSE
TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF
PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE:
CONSTRUCTION.
0.30' TYPE'S' ASPHALT CONCRETE OVER
PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIP LOCATIONS UNLESS OTHERWISE
0.40' AGGREGATE BASE (PER NOTE 15) OVER
PERMITTED BY THE CITY ENGINEER.
1.0' O.G.
INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER ADDITIONAL
O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9
ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND
C.Y.
AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH,
INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STD. ST -1 PER PLAN.
TAPERED CONNECTIONS.
L.F.
WHERE THE COMPACTED THICKNESS OFA LAYER OFASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS
INSTALL 5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED.
SHALL BE CONDUCTED IN SUCHA MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENTALONG
Tons
THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED
SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH SEWER
DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED
LATERAL.
ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED
5.5" Sidewalk (STB)
AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT
S.F.
PAPER OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF
INSTALL ADDITIONAL #3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.&E. SERVICE POINT. ALL PULL
THE CONFORMS WHEN PAVING OPERATION RESUME.
BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK.
WHERE COMPACTED THICKNESS OF A LAYER OFASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS
INSTALL HANDICAP RAMPS CALTRANS STANDARD PLAN ABBA CURB RETURN CASE A
SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS
L.S.
LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK
Local Street Center Line Length
SHIFT, THE DISTANCE BETWEEN THE ENDS OFA LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE
ALL MANHOLE AND LAMPHOLE FRAME COVERS SHALL BE SET'/." BELOW PAVEMENT GRADE.
GREATER THAN 10 FEET, ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON
O
EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO
CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER,
CONSTRUCTION. 1-800-227-2600.
MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATION
RESUME.
WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G
ASPHALT CONCRETE SHALL BE COMPACTED TOA MINIMUM OF 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITYAS
SERIES BOLTAND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER
DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST375.
STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6' FROM BACK.
IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALTCONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94
PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE
AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE
COMPACTION IS NOTBONG ATTAINED AND THAT THE MATERIALS OR PROCEDURES, OR BOTH, IF NEEDED, ARE TO BE
CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD
ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE
THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY
BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE
SUCCESSIVE TESTAFIER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT CONCRETE
(CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEET THE IN-PLACE DENSITY
CONSTRUCTION, LATEST EDITION.
REQUIREMENTS.
AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT
IF THE TESTRESULTS FOR ANY LOT OFASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED
THAN 90 PERCENT OR MORE THAN 96 PERCENTTHEASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE
SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND
REMOVED AND REPLACED WITH MATERIAL THATDOES MEET IN-PLACE DENSITY. THE CORRECTIVE WORK SHALL BE AT
COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM 0-1557.
THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR SHOULD SEAWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET
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 DI IN WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING.
ZINC STERATE MAY BE SUBSTITUTED WITH PARAFFIN.
G IN CASE OF DISPUTE, METHOD T* SHALL BE USED.
IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES. R
SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILONG DIAMOND
BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL
BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE.
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 WITH ASTM 0-1557
COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR
THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CIN STANDARD
DETAIL ST -22.
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
ANY DISTURBED SURVEY MONUMENTS SHALL BE REPLACED AFTER PAVING BY A PROFESSIONAL
LANDS SURVEYOR.
ANY WORK CONNECTING N T EXISTING PUBLIC RIGHT FACILITIES FROM PRIVATE PROPERTY WILL
G O
REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO
ESTABLISH A NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS,
PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS)
BENCHMARK
BENCHMARK: TOP OF BRASS DISC LOCATED AT THE SOUTHEAST CORNER OF PROJECT
SITE, AND THE 10' OFFSET LINE (WEST) FROM THE CENTERLINE OF CLAUDIA AUTUMN DRIVE
(40' WEST OF THE EAST R/W) AT THE INTERSECTION WITH STOCKDALE HIGHWAY.
ELEVATION IS 356.69' (NAVD88)
THE BENCHMARK DERIVED FOR THIS PROJECT LOCATION WAS DERIVED USING NGS' ONLINE
POSITIONING USERS SERVICE (OPUS). THE ELEVATIONS PROVIDED ARE BASED ON THE
NAVD88 DATUM AND ARE DERIVED FROM POST PROCESSED GPS SOLUTIONS. THE BASE
STATIONS USED FOR THIS DERIVATION WERE PID-DM7566, PID-DM6180, PID-DM6177 (EPOCH
2002.0000, GEOID09),
BASIS OF BEARING
SOUTH LINE OF THE SOUTHEAST UARTER OF SECTION
A BEARING OF S 89' 29' 34' E SHOWN FOR THE SO Q
34, T.29S., R.26E., M.D.B.&M., ON THE MAP FILED IN BOOK 10 OF RECORDS OF SURVEYS AT PAGES 197
AND 198, IN THE OFFICE OF THE KERN COUNTY RECORDER WAS USED AS THE BASIS OF BEARINGS ON
THIS MAP.
MATERIALS LIST
ITEM
DESCRIPTION
QUANTITY
UNIT
1'
Saw Cut
1,799.0
L.F.
2
Roadway Excavation and Grading
1,270.0
C.Y.
3
Install (Type B) Standard Curb & Gutter
1,316.0
L.F.
4
Asphalt Concrete (Type A, 3/4" Max)
407.0
Tons
5
Aggregate Base (Class II)
624.0
C.Y.
6
5.5" Sidewalk (STB)
8,020.0
S.F.
7
Install (ST -4) Residential Dnve Approach
1,782.0
S.F.
8
Striping Signing & Marking
1.0
L.S.
9
Local Street Center Line Length
1,394.0
L.F.
INDEX OF SHEETS
1. COVER SHEET
2. CLAUDIA AUTUMN PLAN & PROFILE SHEET 1
3. CLAUDIA AUTUMN PLAN & PROFILE SHEET 2
4. STRIPING, SIGNING AND MARKING
NOTE CONTRACTOR TO COORDINATE CONSTRUCTION
OF THESE PLANS WITH THE CONSTRUCTION OF THE
STREET IMPROVEMENTS FOR THE MINI STORAGE
FACILITY AT 15000 STOCKDALE HIGHWAY.
CONTRACTOR TO COORDINATE THE CONSTRUCTION OF
STREET IMPROVEMENTS WITH THE STORM DRAIN AND
SEWER IMPROVEMENTS FOR TRACT 7291
NOTE: NOTICE OF COMPLETION WILL NOT BE GIVEN
UNTIL STOCKDALE HIGHWAY IMPROVEMENTS HAVE BEEN
COMPLETED AND ACCEPTED
JOHNSON RD
PROJECT
TRACT 72�
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VICINITY MAP
N.T.S.
WESTSIDE PKWY
STOCKDALE HWY
I
I
1B 17 16 15 1 14 13 12 11 10 9 8 7 6AL51 4 3 2 1
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IIRI _. _ — I _ — — — .— t
CLAUDTATUMN_
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ENGINEERS STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY
DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH
THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA
AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY
OR OTHER REVIEW BOARD.
ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES,
STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION
SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED
PLANS SUBMITTED TO THE CITY ENGINEER.
KEY MAP
N.T.S.
APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATE
R.C.E.61069
REVIEWED BY: ASST.PUBLIC WORKS DIRECTOR DATE
NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION,
THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL
BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049
2. ALL MATERIALS SUPPLIED FOR THIS PROJECT
REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT
THE REQUIREMENTS AND STANDARDS SET FORTH BY THE
CITY OF BAKERSFIELD HAVE BEEN MET.
-7a9 i
RECORDS NO.
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JOB NO.:
14292
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REVIEWED
WED BY: TRAFFIC ENGINEER
DATE
DATE
APPROVED BY: STEVEN J. MACIAS
R.C.E. 83360 EXP. 3.31.17 DATE
NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION,
THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL
BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049
2. ALL MATERIALS SUPPLIED FOR THIS PROJECT
REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT
THE REQUIREMENTS AND STANDARDS SET FORTH BY THE
CITY OF BAKERSFIELD HAVE BEEN MET.
-7a9 i
RECORDS NO.
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PLOT DATE. Sep 15, 2616
JOB NO.:
14292
FILE NAME:
1429Z -01 -STREET CV
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JOB NO.:
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71.00'NAT.
7 01 DRAWAGE MILET TC TOP OF CURB WATER METER PROPOSED ASPHALT PAVEMENT
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CITY STD. ST -i NORTH FHW FIREHYDRANTASSEMBLY S=GODDO SLOPE, IN FOOT PER FOOT ♦ STREET SIGN .C�lCRETE SIDEWALK To
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STOCKDALE HWY n CLAUDIA AUTUMN DRIVE R -VALUE: 45 (PER SOILS REPORT) VERTICAL SCALE: 1%2' ENC END VERT. CURVE hVCE ENO VERT CURVE ELEVATION EYCS END VERT CURVE STA ON
SCALE:NTS
LOT 1 D STA 16+22.63, 72.00' LT fFL
ISTING SO MANHOLE
CONSTRUCT CATCH BASIN RADE STA: 19+87.13,22.OGLT
PER CITY STD. DETAILS CENTER LINE OF
STA 10+76.51, 22.50' LT SIA: 12+58.13, T2.00' LT 2200• L7 GB EVC ORNE APPROACH
TC 357.13 ECR LOT 16 5-14, 5.23 SWE
CENTER LINE OF � 7C 355.23
LOT 18 FL 356'63 ORNEAPPROACH I STA 13+42.63, 22.00' L7 STA: 13+98.14, 22.00' L7 STA: 16+78.13, 22.00' LT
GB STA: 15+82.63, 22.00' li FL 354.73 '
I TIE-IN 70 EXIST. 7C 35579' CENTER LINE OF GB, BVC CENTER LINE OF
LOT 15 I FL 35529 DRIVE APPROACH TC 35529 INV. 18"N 350.76 LOTS
� SIA: 10+75.51, Z0.00'L7 DRIVE APPROACH L079
20' RIGHT OF WAY LOT 14 FL 354.79 LOT 12 SIA:18+72.63, 22.00'L7
7174N O EXIST
DEDICATION, PER STA: 12+87.13, 22.00 LT \IN
T 11 LOT STA 18+83.38, 22.W LT GB
L0713 CENTE LINE.22.00'L7 GB, BV STA 6.47 36, 22.00'LT LOT FL 35+43
TIE-IN TO IXIS7. TRAGI 7291 FINAL CENTER LINE OF TC 356.02 GB, EVC FL 356,43
CENTERLINEAC LI
DARDLL ST -6 FL 36.97
U STA: 11+18.13,22.00'L7 MAP DRIVE APPROACH STA: 14+27.13,22.00'Li FL 355.52 S7A:i8N8.13.22.00'L7 LOT
CENTER LINE OF CENTER LINE OF DRIVE APPROACH DARD R 355.97
1'EASEMENT PER FINAL INSTALL ST -7 STANDARDWALK STA 17+0713,22.00'L7 CENTER LINE OF
DRIVE APPROACH MAP FOR TRACT 7291 DRIVE APPROACH DRNE APPROACH (TYP.) CENTER LINE OF 20'RIGHT OF WAY DRIVE APPROACH STA: 19+58.13,22GVLT M
__ DRIVEAPPROACH DEDICATION, PER TRACT CENTER LINE OF _
n STA' 11+47.13, 22.00' L7
STA'15+38.13, 22.00'L7 7291 SIA 1B*47.13, 72.00LT DRIVE APPROACH
a CENTER LINE OF
DRIVE APPROACH CENTER LINEAC CENTER LINE OFUj
r-- - -__ ------ _- - ---__- - -- _ -- EASEMENT DRIVE APPROACH - -- -- _ -1 -- - - -_--I W
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FL 35539 EXISTING GROUND @
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353
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JOB NO.:
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359
357
355
353
351
349
347
345
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341
0' PED.
ACCESS EASEMENT 6.00' -
PER FINAL MAP VARIES
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A CLAUDIA AUTUMN DRIVE I R -VALUE: 45 (PER SOILS REPORT)
SCALE: NTS
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STA: 22+67.14, 22.00' LTII TC 355.34
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DRIVEAPPROACH MATCH EXIST
STA 23+90.36,18.31' LT PoW TO BE
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FL 354 88 DEDICATEE FROM
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ar �7 h ♦-16RBnB I A=43.2839
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GV
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CR
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TC
DI
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S-O.WOO
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FIRE HYDRANT ASSEMBLY
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STA: 22+67.14, 22.00' LTII TC 355.34
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DRIVEAPPROACH MATCH EXIST
STA 23+90.36,18.31' LT PoW TO BE
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ar �7 h ♦-16RBnB I A=43.2839
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20+00
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FTG
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MATCH EXIST. 1. I 'sa § SINGLE FAMILY RESIDENTIAL ^W5
DRIVE APPROACH -TYPE "A" m
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CLA UDIA A UT UVIN DRIVE
21+00 22+00 23+00
EXISTING GROUND @
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SIDE OF STREET
S-0.0029 _
PROPOSED FLOW LINE @ S'I
WEST SIDE OF STREET
OR 57 �23+19.50, 22.00' L7
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CLAUDIA AUTUMN DRIVE
INSTALL SALVAGED R74 SIGN
----------- --
INSTALL 105 LF OF WHITE CROSSWALK
CLAUDIA AUTUMN DRIVE
ST 0 CKDALE HWY
I S
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40' 01 40'
-7a
A
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STORM DRAIN MANHOLE
EXISTING ASPHALT PAVEMENT
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STREET LIGHT(ARTERLAL)
Q
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INV.
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CURB &GUTTER
P
PAVEMENT
W
WATERLINE
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TOP OF CURB
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FL
FLOWLINE
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STATION
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BVC
BEGIN VERT. CURVE
BVCE
BEGIN VERT CURVE ELEVATION
BVCS
BEGIN VERT CURVE STATION
EVC
END VERT CURVE
VICE
END VERT CURVE ELEVATION
EVCS
END VERT CURVE STATION
CLAUDIA AUTUMN DRIVE
INSTALL SALVAGED R74 SIGN
----------- --
INSTALL 105 LF OF WHITE CROSSWALK
CLAUDIA AUTUMN DRIVE
ST 0 CKDALE HWY
I S
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-7a
A
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PLOT DATE:Aug 30, 2016
JOB NO.:
14292
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PLOT DATE:Aug 30, 2016
JOB NO.:
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PLOT DATE:Aug 30, 2016
JOB NO.:
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FILE NAME:
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