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CORNER OF SECTION 13- 30/26, BEING ABOUT 50 —FEET SOUTH OF THE
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ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK
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57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN BOUNTY NOTE: NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK > (f)
RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. IN THIS AREA UNTIL A STREET PERMIT NTH APPROPRIATE Q
SECURITY AND INSURANCE HAS BEEN OBTAINED.
MATERIALS LIST SHEET No. INDEX I'-
ESTIMATED QUANTITIES FAR PLAN
CHECK AND INSPECTION SEE CALCULATIONS. O TITLE SHEET
NOT TO BE USED FOR BIDDING PURPOSES.
M GENERAL NOTES 8c DETAILS
COLLECTOR STREET 430 L.F.
0.30' a.c./o.40' A.B. 21,610 S.F. M PLAN &PROFILE
s„ CURB AND GUTTER 682 L.F. OO STRIPING & SIGNAGE PLAN
TYPE "M" MEDIAN CURB 736 L.F.
TRAFFIC CONTROL SIGNS s Ea. MEDIAN PLAN W
SAWCUT 137 L.F.
MING AVENUE STRIPING 1987 L.F. NOTE: SIGN NUMBERS ARE FEDERAL CODE
TEMPORARY TURNAROUND 2" A.C. 4,611 S.F. UNLESS OTHERWISE INDICATED BY (CA). (CA)
o LED STREET LIGHTS 1 EA. INDICATES CALIFORNIA CODES �►n ��
0 W� Q 5 WIDE CONCRETE SIDEWALK 19710 S.F.
W O 10' WIDE CONCRETE MULTI -USE TRAIL 3,530 S.F.
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GB- GRADE BREAK SATE 0210412014
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PANAMA LANE O HP- HIGH POINT ��G� `a. z
P� JOB No. 13- 275�OG
N- THIS SHEET
EP- EDGE OF PAVEMENT DIAL TEL FREE 1-800-227-2600 SHEET
ESMT- EASEMENT AT LEAST TWO DAYS BEFORE YOU DIG °
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VICINITY MAP KEY` IAP
NO SCALE SCALE: 1' =200' 0
LO
SOB RECORDS No. ! OF 4 SHEETS
GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF
THERETO.
D ORDINANCE Nom. 4637
WING E
BAKERS -FIFE , LATEST EDITION AND STANDARDS PERTAINING
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 2010. 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. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES
FROM PRIVATE. PROPERTIES WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE
EXISTING PUBLIC RIGHT -OF -WAY TO ESTABLISH THE NECESSARY DEPOSIT.
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 SCALE 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 CHARGE.
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.
15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL
RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
COB STREET IMPROVEMENT NOTES
1. THE SUBDIVIDER, IF 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 L.IP 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
BY THE CITY.
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.
g• 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).
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
FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE,"
( MODIFIED )
OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR
B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02,
TYPE
"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 DETERMINE 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.
DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE
B . ��
-2.02 "AGGREGATE OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
REQUIREMENTS OF SECTION 39 ,
PRO VISIONS. 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.
AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY
C. 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.
NT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE
8. THE AREA TO WHICH PAI
TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF
CONSTRUCTION.
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 LANES.
SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS
BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY
BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS
RESUME.
13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY
AS DETERMINED BY ASTM D -2041. IN-- PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA
TEST 375.
14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94
PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED
RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED,
NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR
HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED
COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE
ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS
THE IN -PLACE DENSITY REQUIREMENTS.
15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER
LESS THAN 90% OR MORE THAN 96 %, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED
AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK
SHALL BE AT THE CONTRACTOR'S EXPENSE.
16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY:
A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR
B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE
SUBSTITUTED WITH PARAFFIN.
C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED.
17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT
SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND
BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD
WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE.
18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL.
GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL
LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL T09 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 E. ATES
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. N0.
C)
ST -1
CURB AND GUTTER (TYPE "A ", "B" AND "C ")
Q
ST -17
❑
ST -2
COMMERCIAL DRIVEWAY
z
ST -18
4< LLI C'�
ST -3
SIDEWALK
<a
'M �
Z-��o
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X
Q Oz w
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06 W LL
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zlz WCL O.0wz 0 :w
0
Q
ST -19
❑
ST -4
RESIDENCE DRIVEWAY
Q 0 0 w
ll.t U- co es-
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w to
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❑
ST -20
❑
ST -5
HOUSE NUMBER FOR CURBS
- co
� zcco
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a�w wus_..0
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u<w
Q
ST -21
ST -6
PAVEMENT PATCHES
z�W=�zQ°0
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Is a �
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ST -22
❑
ST -7
CROSS- GUTTERS
w Owz w>- cn
t_1— 0a.�_0aw<
Q
D -10
Fl
ST -8
26 INCH PART CIRCLE CULVERT
D-11
ST -9
STREET SPECIFICATIONS
D -14
ST -10
STREET SECTIONS
❑
D -15
❑
ST -10A
STREET SECTIONS
❑
D -16
ST -11
STREET CRASS SECTIONS
Q
SW -4
❑
ST -12
ALLEY CROSS SECTION
❑
SW -5
ST -13
SURVEY MONUMENT
❑
T -1
ST -14
* *STREET LIGHT, MAST ARM TYPE
T- 3
❑
ST -15
CUL -DE -SACS
T -12
F]
ST -16
STREET KNUCKLE
T-34
* *FIBERGLASS STREET LIGHTS NOT ALLOWED
DESCRIPTION
WIDE CROSS- GUTTER
MEDIAN CURBS (TYPE "M", "M -1" AND "M -2 ")
(PROPOSED STD. 6,/2,99)
HANDICAP RAMPS
PRIVATE STREET GATES
REFUSE CONTAINER PAD
TRENCH BACKFILL AND COMPACTION REQUIREMENTS
SIDEWALK UNDERDRAIN
DRAINAGE BASIN
is
CATCH- BASIN, TYPE » A
CATCH- BASIN, TYPE 12A -1 !3
GUTTER DEPRESSIONS
MANHOLE, TYPE A WITH DROP CONNECTION
ON
FRAMES & COVER FOR MANHOLES & CLEANOUTS
STREET SIGN, POST TYPE
MAJOR COLLECTOR TRANSITION
MINIMUM ACCESS DESIGN
TRAFFIC SIGNAL INTERCONNECT - WIRING
AND PULL BOXES
CALTRANS STANDARD PLANS
1 • THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO
OBTAIN LATEST EDITION THEREOF)
CALTRANS STD. PLAN
[K RSP A88A &B
DESCRIPTION
CURB RAMP DETAILS
4
l
1'
a
C
LL co
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CONSTRUCTION NOTES &LEGEND
Q CONSTRUCT 6" CURB &GUTTER PER C.O.B. STD. DWG. ST -1.
Q2 CONSTRUCT TYPE "M" MEDIAN CURB PER PROPOSED C.O.B.
STD. DWG. ST -2 (DATED 6/2/1999). SEE SHEET 4 FOR MEDIAN
PLAN.
�3 CONSTRUCT 5' WIDE STANDARD TYPE CONCRETE SIDEWALK PER
C.O.B. STD. DWG. ST -3.
4Q SAVVCUT 2' OFF EXISTING EDGE OF PAVEMENT TO NEAT,
CLEAN, VERTICAL FACE OR AS DIRECTED BY THE CITY
ENGINEER.
F5_1 REMOVE EXISTING GRAVEL.
Ffl RAISE UTILITY BOX TO GRADE, COORDINATE WITH UTILITY
OWNER.
CONSTRUCT TEMPORARY TURN AROUND PER DETAIL .
3
Ffl INSTALL MOWER RAMP IN MEDIAN CURB PER C.O.B. STD. DWG.
N0. L -13, COORDINATE LOCATION WITH LANDSCAPE PLANS.
�g RELOCATE STUBS BEHIND CURB AS REQUIRED BY UTILITY
COMPANY AND CITY ENGINEER. SEE UTILITY COMPANY PLANS.
Fl-0-1 CONSTRUCT 10' WIDE, 4" THICK, CONCRETE MULTI -USE TRAIL.
FlT INSTALL (2) 4" SCH 40 PVC CONDUITS FOR LANDSCAPE AND
IRR IGATION PURPOSES (36" DEEP).
RIGHT-OF-WAY
-C- INSTALL DECORATIVE LED STREET LIGHT SIMILAR C.O.B. STD.
DWG. ST -14 AS APPROVED BY CITY ENGINEER (SEE STREET LIGHTING PLAN).
CONSTRUCT SURVEY MONUMENT ENCASEMENT
PER C.O.B. STD. DWG. ST -13.
FL FLOWLINE STATIONING
EX. EXISTING
LT/RT LEFT/RIGHT
EX W EXISTING WATER MAIN
ON E EXISTING OVERHEAD UTILITY LINE
T - EXISTING AT&T UNDERGROUND LINE
EXISTING WHARF HYDRANT
0 EXISTING SURVEY MONUMENT -- PROTECT IN PLACE
EXISTING UTILITY POLE - PROTECT IN PLACE
S -- - EXISTING SEWER MAIN
�] EXISTING UTILITY BOX, TYP. (SIZE VARIES)
EXISTING SEWER MANHOLE
AS- EXISTING GAS MAIN
FO - EXISTING FIBER OPTIC LINE
---- S PROPOSED SEWER
ST R W
z
0
z_ f
EX. 10'
GROUND 2• LANDSCAPE
4
2
Ex. i- t �\�
GROUND
5' WIDE SIDEWALK
MIN 52.24' MAX. 57.00'
FL
19' 33.24' TO 38.00'
5' 10'
LANDSCAPE
*27c -4%
Si CL
VARIES ` VARIES
50' �--
z
ST RW ho
MIN 63.681 MAX. 75
FL z
VARIES 38.68' TO 50.00 25' 2' _
10' 10' WDE 2' 27' 1' EX.
am- 0 LANDSCAPE CONCRETE MULTI -USE TRAIL GROUND
-NOTE: SEE SHEET 4 FOR .'� ?T= T!'�Ti!_
� 2.•
PROPOSED MEDIAN CURBS
DESIGN. ---� T �T ��� EX.
2 ;J_��t�\\ \_� GROUND
- - .,__�` ,��� �i�11�: =�__ . - * ` • _ - \=--- ��i= �� \--` =111
FUTURE BLOCK WALL
Ir
(BY OTHERS)
Ut ICI I LMLIINL Ul- I Z IUL
TSI EXISTING TRAFFIC SIGNAL INTERCONNECT LINE �. Z
.-.-° -...- ---
ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT
ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN
VIEW AND PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS
OTHERWISE NOTED. ALL PROFILE SLOPES ARE BASED ON FLOWLINE LENGTHS.
SEE LANDSCAPE PLAN: & UTILITY COMPOSITE FOR MEDIAN LANDSCAPING
CONDUIT.
-� TEMPORARY SUMP
I + VOLUME REQUIRED 0.35 AC FT
t °o I I VOLUME PROVIDED =035 AC -FT fn I1 -01
(, ° Q0 SUMP HW =352.6 0o
o
SUMP BOTTOM =351.1 �- � � I
2:1 SIDE SLOPES
I
II
97.33'
i)
v•
SR _
110-00 -'
c -
TEMPORARY DRAINAGE EASEMENT TO
THE CITY OF BAKERSFIELD PER DOC.
No. _000214020l98L1 O.R.
� TEMPORARY SUMP DETAIL
N.T.S.
TEMPORARY TURNAROUND EASEMENT TO
THE CITY OF BAKERSFIELD PER DOC. No.
00021 p2-! .TLl:, 0. R.
GRADE. TO r" AC DIKE
DRAIN (TYP)
CONSTRUCT TYPE 3 BARRICADE z:= - . =..,,
WITH {(2 OM 4-- 3 W31 (CA) .�'' .-Q01�
R =20.0•
R =40.0 L =8.9
L =158.3'
INSTALL 20"X50' 4 THICK GRAVEL f
AT END OF TURNAROUND
z
(� •fey w
Ozo
�Q
0
0
1-�- � �o `` R =�o.ai w
REP RAP SWALE ,� I -n•�, � L =7.3
7i0 -� -v�`s� mac' a� r .� >
O
TEMPORARY i
SUMP 6° AC DIKE L =7.1' o
TEMPORARY TURNAROUND DETAIL
N.T.S.
PG&E POLE LIFE ESMT PER. %.;I
BK. 5652, PG. 2001 0 m
r`
ONE
TEMPORARY TURNAROUND EASEMENT TO GRADE TO
THE CITY OF BAKERSFIELD PER DOC. No. t
0002toto2o(gZ2_ O.R. DRAIN (TYP}
f
EXISTING RIGHT -OF -WAY PER
DOC. No. 0212123767, O.R.
P
i
CRY --- - - - - --
UND
TEMPORARY I
SUMP B II�
I I I SEE DETAIL 3 � I z
i I�
II °
I II i I J
TEMPORARY DRAINAGE EASEMENT TO � FUT J
THE CITY OF BAKERSFIELD PER DOC. RESIDEI\JTIA/L
No. 0o02l4020&bL_, O.R.
TAPER TABLE 1
STATION
OFFSET FROM
CL TO CURB
GRADE
LINE
RT
171+45.24
11.81'
6" TYPE "B" CURB &
171+52.74
11.26'
RT
171 +80.24
GUTTER. COMPACT UNDER
SEE PLAN VIEW FOR
171 +87.74
9.00'
RT
CURB & GUTTER 6" MIN. TO
STRUCTURAL SECTIONS *SEE C.O.B. STD. DWG. ST--11
171+97.74
3.00'
RT
90% MAX. DENSITY (TYP.)
FOR SLOPE PARAMETERS
RT
172 +12.74
0.74'
RT
CAMPUS PARK DRIVE STREET SECTION
0.19'
RT
172 +27.74
ry
N.T.S.
J
o
�Q
'Q
z
co Z
LO
o
°
m -
F-
r• r• w
ao -
� _
FUTURE 0) �
F- X
+ >
+ w
+ w
} r {-�} (-� j� - / + ft
J L j
r`...�
r`o
�0
r'0
�, CL
�" L0
�° LO
�` o MID-SECTION LINE
Co3
���
_
00
Ut ICI I LMLIINL Ul- I Z IUL
TSI EXISTING TRAFFIC SIGNAL INTERCONNECT LINE �. Z
.-.-° -...- ---
ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT
ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN
VIEW AND PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS
OTHERWISE NOTED. ALL PROFILE SLOPES ARE BASED ON FLOWLINE LENGTHS.
SEE LANDSCAPE PLAN: & UTILITY COMPOSITE FOR MEDIAN LANDSCAPING
CONDUIT.
-� TEMPORARY SUMP
I + VOLUME REQUIRED 0.35 AC FT
t °o I I VOLUME PROVIDED =035 AC -FT fn I1 -01
(, ° Q0 SUMP HW =352.6 0o
o
SUMP BOTTOM =351.1 �- � � I
2:1 SIDE SLOPES
I
II
97.33'
i)
v•
SR _
110-00 -'
c -
TEMPORARY DRAINAGE EASEMENT TO
THE CITY OF BAKERSFIELD PER DOC.
No. _000214020l98L1 O.R.
� TEMPORARY SUMP DETAIL
N.T.S.
TEMPORARY TURNAROUND EASEMENT TO
THE CITY OF BAKERSFIELD PER DOC. No.
00021 p2-! .TLl:, 0. R.
GRADE. TO r" AC DIKE
DRAIN (TYP)
CONSTRUCT TYPE 3 BARRICADE z:= - . =..,,
WITH {(2 OM 4-- 3 W31 (CA) .�'' .-Q01�
R =20.0•
R =40.0 L =8.9
L =158.3'
INSTALL 20"X50' 4 THICK GRAVEL f
AT END OF TURNAROUND
z
(� •fey w
Ozo
�Q
0
0
1-�- � �o `` R =�o.ai w
REP RAP SWALE ,� I -n•�, � L =7.3
7i0 -� -v�`s� mac' a� r .� >
O
TEMPORARY i
SUMP 6° AC DIKE L =7.1' o
TEMPORARY TURNAROUND DETAIL
N.T.S.
PG&E POLE LIFE ESMT PER. %.;I
BK. 5652, PG. 2001 0 m
r`
ONE
TEMPORARY TURNAROUND EASEMENT TO GRADE TO
THE CITY OF BAKERSFIELD PER DOC. No. t
0002toto2o(gZ2_ O.R. DRAIN (TYP}
f
EXISTING RIGHT -OF -WAY PER
DOC. No. 0212123767, O.R.
P
i
CRY --- - - - - --
UND
TEMPORARY I
SUMP B II�
I I I SEE DETAIL 3 � I z
i I�
II °
I II i I J
TEMPORARY DRAINAGE EASEMENT TO � FUT J
THE CITY OF BAKERSFIELD PER DOC. RESIDEI\JTIA/L
No. 0o02l4020&bL_, O.R.
TAPER TABLE 1
STATION
OFFSET FROM
CL TO CURB
171+37.74
12.00'
RT
171+45.24
11.81'
RT
171+52.74
11.26'
RT
171 +80.24
10.31'
RT
171 +87.74
9.00'
RT
TANGENT
`
Al_�
171+97.74
3.00'
RT
172 +05.24
1.691
RT
172 +12.74
0.74'
RT
172+20.24
0.19'
RT
172 +27.74
0.00'
RT
TAPER TABLE 2
STATION
OFFSET FROM
CL TO FL
171+37.74
38.00'
RT
171+45.24:
38.19'
RT
171+ 52.74
38.75'
RT
171+60.24,
39.89'
RT
171 +87.74
41.00'
RT
TANGENT
`
Al_�
171+97.74
47.00'
RT
172 +05.24
48.31
RT
172 +12.74
49.25'
RT
172 +20.24
49.81'
RT
172 +27.74
50.00'
RT
3' 1 3'
COMPACT UNDER CURB
AND GUTTER (TYP.) 6° MW.
TO MAX. DENSITY.
BUENA VISTA ROAD
(EXISTING)
o i
i
t
X
cn
w
i Q
'I 1 - _+ E'
-EX -EP PER BUENA VISTA RD.
STREET IMPROVEMENT PLANS
LU
aa: 5, 0 w0cn
M
z w a r-
w ww ww co m z W w< H w U>- � wz z
a._z1 pz22 w °Q t� LO CD
>w M cj)!;� Q z C6 2 •� r- C)
w w m 3: w 0
Mw� Qzww3 :LL %- �}-- N cv�
z V Q 0 u-
.�._.
to
cz,° Cfi t >C
LLLLJJ 0 0 3 W � �- U.
S2 a 3:: OOH` 0 U) m
ww>_ j0 =Cn'w Z
°sQO`!'`•"zz� N
0 z c) 0 0 LLJ
wc) -m
w U- w . cp 0zs W w (y)
ao�EZUE Lu Z w c)
o it zmc�vu�?z> LLJ
z -
�wp <w cf) 0 0
coCL0 ,� z0Q Z .
z =OwQ�
LJJ °
"?;° Q0
F-zw �v w C)
C)
w w Q W C\l
21 w �z < 0 w 55 � 0,
CL . 0
z owc �w E
0 -r 0 S2 Lz-1 W wo
aa�'° 0 LL
cl)
o � ;w �w wto
ffi
0w,�- �
>L z (0 c
0m-8 j0�zWLu z
ww00wz �>-
�mcowX:0` wza
F- �- oa. �L)cW<�
BUENA VISTA ROAD
(EXISTING)
-N-
HORIZONTAL: 1 " =40'
VERTICAL:
CONSTRUCT" MIN. 0.30' TYPE "A" A.C. PAVING OVER
1 " =2'
MIN. 0.40' CRUSHED CLASS !I AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. z
COMPACTED TO 959 MAX. DENSITY
Ii a co TI =6.0 R =50.0 11 a r� wc� ao
cc,� �- � ,n a � �a CO o a r c� z M
00 � W Ki � r�i o� �i � � m F �
--s M pp_I n
+4> o �� ao ±o �
o �o ou r��o
-a Lc LO
`-' ao
J�� M JM _IM pp�
00z 00 0 0
+m `n � EXISTING GROUND PROF /LE M � � O
°�. a°'o ALONG NORTH FLQWL /NE
356 ............:........^ ............�:..... ,,,. ,�. ..356
N
. . � .EXISTING GROUND 'PROFILE .
AT CENTERLINE
. _ . . . . . . .
354 :... :...:.......... .. - .----- .- ..- - -- -. .�.............. +a.2ox..... - -:- ..:...:354
. +0.20 %a -
+G.20 - +0.20?0 �p1/ fLON- /NE pRqRlE NOTE: VERIFY EXISTING LOCATION. AND ELEVATION IN
. PRIOR TO CONSTRUCTION ANQ NOTIFY ENGINEER
• � � � - - - - � IF THERE ARE ANY DISCREPANCIES.
. . . . . . . . . . . . ,
. . .
352:. -:- :. ..... .......................... .................._.:. ......................:...:352
170+00 1 172+00 173 +0(} 174+00 NORTH FLOWLINE PROFILE � C�
a
CFF TAPFR TART F 7 �
w
ui
--
U ca
z
[/.0�
z -
0 ZZ
w w
MtNyk
w �. w
I.L
Q
EER
�c
`
Al_�
00
+cn
En
to
t7
W
'-
2" " NATURAL
6 GROUND
1 -1/2" MIN.
3" MAX GRAVEL
o
~
L�
r`
r~
0
I
cn
ui
ul
rn
356..... .� _ _ .. ........ � ...............' . .. . ............................... �.. ...356
EXIST /AVG Gf?OUND PROFILE•AT CE/V rERU� ^JE•
6 SWALE DETAIL - - � __ -- - - - - --
..................................
. . . . . . . . . . . . . . . . . .
. I IF +D.5476 . .
354.- ...:. ..:...:...:...:... :. . .: ..:...:... :...:--- :...:...:...:...:...:.. ...:354
- 1= 0.257o: NOTE: VERIFY EXISTING LOCATION AND ELEVATION IN
lZ�� � PRWLf : FIELD', PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER
. IF THERE ARE ANY DISCREPANCIES.
. . . . . . . . . . . . . . . . . . . . . . . .
352 :...:...:...: ..:...: -352
170+00 171+00 172 +00 173 +00 174 +Q0
SOUTH FLOWLINE PROFILE
0
0
on imm
0
0
i
W z
0 0
0
w
< DATE 02/04/2014
�- PA JOB No. 13-275OG
zLd
LLJ
SHEET
ch
a_
0
V
OF 4 SHEETS
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 2010 EDITION, DATED JANUARY 21, 2010.
2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER
j 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 REMOVEC? 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 MUTCD 21310 EDITION, DATED JANUARY 21, 2010.
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.
TEMPORARY-�
TURN AROUND \
SIGN CODES
OM1 -3
"
YELLOW DIAMOND OBJECT MARKER
OM2- -2V
N
TYPE II VERTICAL OBJECT DARKER
OM4 -3
INSTALL NEW 2 POST SIGN.
RED DIAMOND OBJECT MARKER
R2 -1
^'
SPEED LIMIT
R4-7
SIGNAL POLE STANDARD.
DIVIDED ROAD
R7 -9
»
INSTALL 12 WHITE LIMIT LIME AS SHOWN.
NO PARKING BIKELANE
R26(CA)
(SALVAGE TO CONTRACTOR).
NO PARKING ANYTIME
R81 (CA)
^'
BIKE LANE
W9 -1
N
RIGHT LANE ENDS
W4-2
N
MERGE
W31 (CA)
N
END
W31A(CA)
N
ROAD ENDS 500 FEET
TYPE Q(CA)
N
CALIFORNIA WARNING SIGN
DOTE: SIGN
CODES ARE FEDERAL CODES UNLESS OTHERWISE
INDICATED BY
(CA). (CA) INDICATES CALIFORNIA CODES.
RE- INSTALL BARRICADE - -
WlTH (2) OM4 -3
0 W31 CA
FROM STA. 174+10 ��� 1
� 170 +78.70
NY
(Ell
i
0 0 0
o
TEMPORARY SUMP �
r ► ;I�
TEMPORARY
TURN AROUND
f�
STA 170 +78.75(9.00' LT) '
EC 9.84' RAD
TC ELEV= 355.18
AC ELEV= 354.35
170 +78.7
STA 170 +78.65(10.69' RT)
EC 9.84' RAD
TC ELEV= 355.23
AC ELEV= 354.40
TEMPORARY SUMP
I
I�
I
II
I+
SIGNAGE AND STRIPING PLAN
STA 171 +58.10(9.00' LT)
AP
TC ELEV= 355.34
AC ELEV= 354.51
171
STA 171 +37.74(12.00' RT)
BGN TAPER
TC ELEV= 355.38
AC ELEV= 354.55
OPOSED MEDIAN
172
SEE TAPER TABLE 1
EX. "BOLTHOUSE" AD
RELOCATE BARRICADE
TO TEMP. TURNAROUND
SIMILAR W31 A
"ROAD ENDS
-N-
SCALE: 1 " =40'
STA 172 +93.10 (12.00' LT)
AP
TC ELEV= 355.83
AG ELEV= 355.00
S 89 °20'57" E
STA 172 +27.74(0.00' LT
END TAPE
TC ELEV= 355.97
AC ELEV= 355.14
AL
ML
[--i-
00
ro
173 j 1
Lo
0
N
174
CAMPUS PARK DRIVE
_. SCALE: i " =30'
i
i
i
E I& ALL OF TAPER
QN OUTSIDE LANE
!
!
!
!
STA 174+21.21 2.00s LT)
C 6 RAD
TC ELEV= 356.18
AC ELEV= 355.35
175 +08.10
175 J/
STA 174 +21.21(0.00' LT)
RAD
TC ELEV= 356.83
{ AC ELEV= 356.00
�i
BUENA VISTA ROAD
SIGN LEGEND
w- U w
EXISTING SIGN TO REMAIN.
Lj
INSTALL NEW 1 POST SIGN.
(�
INSTALL NEW 2 POST SIGN.
� % � W Uj Z La
� � � � � � a �
INSTAL NEW SIGN ON EXISTING OR
AND A20D. NUMBER IN CD INDICATES DETAIL NO. ON STANDARD PLAN.
CONSTRUCTED STREET LIGHT /TRAFFIC
6.00'
SIGNAL POLE STANDARD.
0- <�WO�,
6 0 w °" co
RELOCATE EXISTING SIGN.
»
INSTALL 12 WHITE LIMIT LIME AS SHOWN.
REMOVE EXISTING SIGN
r-D-1
(SALVAGE TO CONTRACTOR).
=W�w��
-F
o - 0 0 0 --
REMOVE EXISTING SIGN
PAINT MEDIAN DOSES YELLOW
(SALVAGE TO OWNER).
DY
SIGN. SIGNS SHALL BE LOCATED
BUENA VISTA
PER C.O.B. STD. DWG. T -1
OR AS DIRECTED BY CITY
ROAD
ENGINEER
174
CAMPUS PARK DRIVE
_. SCALE: i " =30'
i
i
i
E I& ALL OF TAPER
QN OUTSIDE LANE
!
!
!
!
STA 174+21.21 2.00s LT)
C 6 RAD
TC ELEV= 356.18
AC ELEV= 355.35
175 +08.10
175 J/
STA 174 +21.21(0.00' LT)
RAD
TC ELEV= 356.83
{ AC ELEV= 356.00
�i
BUENA VISTA ROAD
. CURB & CtJ TTFR
CURVE TABLE
PAVEMENT C ELINEATION LEGEND
w- U w
LENGTH
-
wow° m° co
(�
INSTALL TRAFFIC STRIPE PER CAL TRANS STANDARD PLAN NOS. A20A, A20B,
� % � W Uj Z La
� � � � � � a �
_.._
AND A20D. NUMBER IN CD INDICATES DETAIL NO. ON STANDARD PLAN.
o Z 0 � � _ z °- z
6.00'
INSTALL 12" WHITE CROSSWALK LINE AS SHOWN.
0- <�WO�,
6 0 w °" co
LL
»
INSTALL 12 WHITE LIMIT LIME AS SHOWN.
w R 0 0 �.
-� o z in
r-D-1
CONFLICT WITH N���
EW CONSTRUCTION (TYPICAL).
=W�w��
-F
o - 0 0 0 --
NY
PAINT MEDIAN DOSES YELLOW
rQ-g=zz w
'° °`'
<aaXI z
DY
INSTALL 12" YELLOW DIAGONALS AS SHOWN (5C
MAX MAC O.C.)
o o Z w
-- 0<
RT
»
INSTALL 12 WHITE DIAGONALS AS SHOWN (25"'MAX O.C.)
_ w 4 . 0
Z z m
c� -- 0 0 -��
"�...
INSTALL TYPE IV (R) WHITE ARROW CENTERED IN LAN E AS SHOWN._�cP-LUZZ
,����.��
W>W��co
° z W � co 0
RT
INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN.
Q���,���0om
o Q o z '= -x
o Za CD_j
INSTALL TYPE VI WH I TE A BROW CENTERED IN LANE AS SHOWN.
z o o w Q co-)
Q w Po w o c
INSTALL BIKE LADE LEGEND AND ARROW AS SHOWN.
Q
az w z w � > 8 < oc
DOTE:
PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL
, 0
�- z w ow W
VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS.
w Z w i _) ° c z
a-icw >0ww
SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE
ou
CO w o= Z 0 0 z co
<ww
SDBM13`TED
TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING.
z o ,�� o'
Boa
TRAFFIC SIGNAL LOOPS NOTES;
.�
cn�,��Q° 0
z Co Z :r
1
CONTRACTOR SHALL INSTALL
W
i
?ZF- z >g_oww _j
< 0
NEW TYPE C DETECTOR LOOP PER CITY ENGINEER.
DETECTOR LOOPS SHALL BE INSTALLED PER CAL TRAMS STANDARD
RD PLANS,
o < ° o w - ' m
�` w � Z ' wo m p< wn
CURRENT EDITION.
0>- co02nw2wRw
oui
2
EXISTING DETECTOR LOOP, PROTECT IN PLACE.
<m ww ui d_Q><
UlLUwo 8 wz n>1w
� � cx m o w Q �
Q
(3)
CONTRACTOR SHALL INSTALL NEW TYPE "D" DETECTOR LOOP PER CITY ENGINEER.
DETECTOR LOOPS SHALL BE INSTALLED PER CAL TRANS STANDARD PLANS,
CURRENT EDITION.
. CURB & CtJ TTFR
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
Cl
9.84
30.92'
_.._
1 80'00,00"
C2
6.00'
18.85'
-
180`00'00#,
TAPER TABLE 1
STATION
OFFSET FROM
CL TO CURB
171+37.74
12.00'
RT
171+45.24
11.81'
RT
171+52.74
11.261
RT
171 +60.24
10.31'
RT
171+67.741
9.00'
RT
TANGENT
<
in a.
171 +97.74
3.00'
RT
172 +05.24
1.69'
RT
172+ 12.74
0.74'
RT
172 +20.24
0.19'
RT
172+27.741
0.00'
RT
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C)
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m
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0
w
z
z
v
CL
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0"
W
.
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w
w
LL
0
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in a.
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01
Q DATE 02104/2014
CL t PA JOB N0. 13 -275OG
SHEET
O
i
i
OF 4 SHEETS