HomeMy WebLinkAbout5.1-12082BUENA VISTA ROAD RIGHT TURN LANE
REVIEWED BY:
TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE
REVIEWED BY:
_ __- C. tom- �•1� �., -- _ _ ¢ - (�, - Zt� /S
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i ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
APPROVED BY:
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
NICOLAS FIDLER R.C.E. 61069
BENCHMARK USED:
DATE
X-�" I -C-
DATE
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE SOUTHEAST CORNER
OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST, M.D.M., BEING
APPROXIMATELY 50 FEET SOUTH OF THE RAILROAD TRACK ALONG THE
CENTERLINE OF BUENA VISTA ROAD.
ELEVATION = 354.13 (CITY DATUM)
BASIS OF BEARINGS:
THE BEARING OF NORTH 00 °57'45" EAST ALONG THE CENTERLINE OF
BUENA VISTA ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2
RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE
OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF
BEARINGS SHOWN HEREON.
VICINITY MAP
NO SCALE
BAKERSFIELD, CALIFORNIA
f ARCEL MFr' IZOf}Z�
flow tine
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standards ST -3 & ST-4 (SIMILAR)
8' (PROPOSED STANDARDS)
2% MAX. JI I flow Lace
CROSS E
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NOTES.-
1. This dotal moy be used rdren s*e controarts ewt
Defol T -6 may be used under other cardlim
2 See City of bokersfretd standard Sr- 1, Tjpe B- curb
and gutter, for dl gDpkobk dime moms and notes
3. See City of BakersfWd standard ST -14 for stmcturd
0awrne rt section arfam bon.
4. Concrete to have 0, 125' (5m) Hide by 20' (50nm)
deep weakened plane part at 15' (4.6m) 0. C and
0,5' (0.1.Trn) emnsll plats at 90'(274m) aC
5 S"wt eaista g edge of pomment as *acted by
tho Crty £n0w..
6 Remora reploce, or ra+ocate any necessary *s
per dly requiraments or as *wted by the City -cr* er.
7. Any design do►r hem f m this standard must be
o vnwd rn w0g by the City Engineer-
TABLE
A'
lire followino shall 1
for Concrete Structural Thicknesses:
T4
Concrete PVth
AB Depth,
Subbase AS th
610 -
7.0
0.5' (150mm)
0.34' (105mm)
0.34' 105mm)
75
0.6 (185vnm)
0.34' (105mm)
0.34' (105mm)
10
0 7' (215mm)
0.34' (105mm)
0.34' (105mm)
175
12.0
0.8' (00mm)
0.34' (105mm)
0.50' (150mm)
12.5
0.9' (260mm)
0.34' (105mm)
Z# 80' (245mm)
1.5' (40mm)
FL
MATERIALS LIST
BUENA VISTA ROAD _& BOLTHOUSE DRIVE
ESTIMATED QUANTITIES FOR PLAN
CENTERLINE
DWY-
CHECK AND INSPECTION FEE CALCULATIONS.
FL-
NOT TO BE USED FOR BIDDING PURPOSES.
BCR-
BEGIN CURB RETURN
ARTERIAL STREET (BUENA VISTA ROAD)
474
L.F.
0.45' A.C. /1.10' A.B.
660
S. F.
RIGHT TURN LANE (BUENA VISTA ROAD)
BEGIN CURVE
POVC-
0.70' CONC. /0.34' A.B. /0.34' A.S.
2,965
S.F.
0.30' A.C. /0.40' A.B.
1,470
S. F.
6" CURB
241
L. F.
6" TYPE B CURB & GUTTER
11
L. F.
CROSS GUTTERS (8' WIDE)
pl
EA.
TRAFFIC CONTROL SIGNS
3
EA.
10' TO 6' WIDE CONCRETE SIDEWALK (4" THICK)
2,458
S. F.
SAWCUT
338
L. F.
WHEEL CHAIR RAMPS
2
EA.
STRIPING
317
L. F.
MATERIALS LIST
BUENA VISTA ROAD _& BOLTHOUSE DRIVE
ESTIMATED QUANTITIES FOR PLAN
CENTERLINE
DWY-
CHECK AND INSPECTION FEE CALCULATIONS.
FL-
NOT TO BE USED FOR BIDDING PURPOSES.
BCR-
BEGIN CURB RETURN
ARTERIAL STREET (BUENA VISTA ROAD)
474
L.F.
0.45' A.C. /1.10' A.B.
660
S. F.
RIGHT TURN LANE (BUENA VISTA ROAD)
BEGIN CURVE
POVC-
0.70' CONC. /0.34' A.B. /0.34' A.S.
2,965
S.F.
0.30' A.C. /0.40' A.B.
1,470
S. F.
6" CURB
241
L. F.
6" TYPE B CURB & GUTTER
11
L. F.
CROSS GUTTERS (8' WIDE)
1
EA.
TRAFFIC CONTROL SIGNS
3
EA.
10' TO 6' WIDE CONCRETE SIDEWALK (4" THICK)
2,458
S. F.
SAWCUT
338
L. F.
WHEEL CHAIR RAMPS
2
EA.
STRIPING
317
L. F.
FILENAME: T -30REV i
I
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT 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 RIGHT OF WAY
AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
ABBREVIATIONS
CL-
CENTERLINE
DWY-
DRIVEWAY
FL-
FLOWLINE
BCR-
BEGIN CURB RETURN
ECR-
END CURB RETURN
PI-
POINT OF INTERSECTION
EC-
END CURVE
BC-
BEGIN CURVE
POVC-
POINT ON VERTICAL CURVE
BVC-
BEGIN VERTICAL CURVE
EVC-
END VERTICAL CURVE
PIVC-
POINT OF INTERSECTION
2
VERTICAL CURVE
PUE-
PUBLIC UTILITIES EASEMENT
DED.-
DEDICATION
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
►�i Oi
DIAL TOLL FREE 1 -800- 221 -2600
AT LEAST TWO DAYS BEFORE YOU DIG
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C TITLE SHEET
OO STREET NOTES, STRIPING & SIGNAGE NOTES
& DETAILS
a) BUENA VISTA ROAD RIGHT TURN LANE
KEY MAP
SCALE: 1' =200'
COB RECORDS No.
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DATE 03/27/2015
PA JOB No. 2642R4
SHEET
OF 3 SHEETS
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DATE 03/27/2015
PA JOB No. 2642R4
SHEET
OF 3 SHEETS
GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF
BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE
DOCUMENTS SHALL BE MADE A PART HEREOF.
2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN
ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA,
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 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 PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE
EXISTING, ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY AN IMPROVEMENT
AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S
ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WAY SHALL BE POSTED
PRIOR TO ISSUANCE OF A PERMIT.
4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY
CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE
SECTION MAY BE NOTIFIED AT (661) 326 -3049.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT
THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS
ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER &
ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS.
6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR
OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT
(U.S.A.: 1 -800- 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO
ANY CONSTRUCTION OR EXCAVATION.
7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S
EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE
RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY
PRIOR TO ANY FURTHER WORK.
9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND
SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE
REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED
AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION
WILL BE ALLOWED FOR SUCH CORRECTION.
11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR
OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER
OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF
ENGINEER IN RESPONSIBLE 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 LIP OF GUTTER TO LIP OF GUTTER.
6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND
CURB AND GUTTER TO A DEPTH OF 6 ". THE LOCATION OF THE TESTS SHALL BE DETERMINED
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.
8• ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS. /CU. YD. OF
CEMENT AND HAVE A MAXIMUM WATER /CEMENT RATIO OF 0.50.
9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN
ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF
THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION,
AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS
CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER.
10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS
DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT.
11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL.
12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS).
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. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE
FIRE DEPARTMENT REQUIREMENTS.
16. SEE WATER, STORM- DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS
THAT ARE A PART OF THIS PROJECT.
COB ASPHALT CONCRETE PAVING NOTES
1• ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B
(MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE,"
OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR
TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02,
"AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING.
3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL
BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE
ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT
BINDER, IN SECTION 92- 1.02(B), "GRADES," OF THE STANDARD SPECIFICATIONS.
4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE
CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR
USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER.
5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE
CITY ENGINEER'S REVIEW AND APPROVAL:
A A LIST OF AGGREGATE AND ASPHALT SOURCES.
B DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE
REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN
SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR.
C AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY
TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE
THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT
CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD
SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE
SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3)
YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX
DESIGN.
6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING
PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE
CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF
PAVEMENT.
7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF
ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD
SPECIFICATIONS SHALL BE MET.
8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE
TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF
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 TO, THE NEAREST LANE LINE OR
PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL
GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING
SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION
42 -2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL
FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT
REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER.
19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER
MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE
CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS
BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME
TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED
BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED.
AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY.
20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD
SPECIFICATION SECTION 19 -1.03 PER THE CITY OF BAKERSFIELD:
IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL
CONFORM TO ONE OF THE FOLLOWING:
A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE
GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE
ESTABLISHED BY THE ENGINEER.
B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE
GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR
BELOW THE GRADE ESTABLISHED BY THE ENGINEER.
CITY STANDARD PLATES
1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS.
(CONTRACTOR TO OBTAIN LATEST EDITION, 10- 26 -89, UNLESS OTHERWISE NOTED)
CITY STD. NO.
DESCRIPTION
CITY
STD. NO.
DESCRIPTION
®
ST -1
CURB AND GUTTER (TYPE "A ", "B" AND "C ")
❑
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❑
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❑
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DRAINAGE BASIN
®
ST -9
STREET SPECIFICATIONS
❑
D -14
CATCH - BASIN, TYPE "A"
®
ST -10
STREET SECTIONS
❑
D -15
CATCH - BASIN, TYPE "A -1"
❑
ST -10A
STREET SECTIONS
❑
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GUTTER DEPRESSIONS
®
ST -11
STREET CROSS SECTIONS
❑
SW -4
MANHOLE, TYPE "A" WITH DROP CONNECTION
❑
ST -12
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❑
SW -5
FRAMES & COVER FOR MANHOLES & CLEANOUTS
❑
ST -13
SURVEY MONUMENT
®
T-1
STREET SIGN, POST TYPE
❑
ST -14
"STREET LIGHT, MAST ARM TYPE
❑
T -3
MAJOR COLLECTOR TRANSITION
F1
ST-15
CUL -DE -SACS
❑
T -12
MINIMUM ACCESS DESIGN
❑
ST -16
STREET KNUCKLE
❑
T -34
TRAFFIC SIGNAL INTERCONNECT - WIRING
"FIBERGLASS STREET LIGHTS NOT ALLOWED
AND PULL BOXES
®
T -XX
STANDARD TURN LANE INTO COMMERCIAL OR
PRIVATE DEVELOPMENT (SEE DETAIL SHEET 1)
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 DESCRIPTION
® RSP ,A88A CURB RAMP DETAILS - CASE A AND CASE F
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
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA /AGC).
3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING.
ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND
ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL
SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE
FOG SEALED.
4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER
THE CALIFORNIA MUTCD 2010 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.
PAVEMENT DELINEATION LEGEND
INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B,
AND A20D. NUMBER IN CD INDICATES DETAIL NO. ON STANDARD PLAN.
'C INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN.
E-- J m INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN.
NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL
VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS.
SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE
SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING.
SIGN LEGEND
❑ EXISTING SIGN TO REMAIN.
Li INSTALL NEW 1 POST SIGN.
0 RELOCATE EXISTING SIGN.
REMOVE EXISTING SIGN
(SALVAGE TO CONTRACTOR).
SIGN LOCATION
NOTE: SIGN CODES ARE FEDERAL CODES
UNLESS OTHERWISE INDICATED BY (CA).
(CA) INDICATES CALIFORNIA CODES.
SIGN CODES
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THIS SITE HAS BEEN DISTURBED PER GRADING PERMIT No.
13- 40000027. OWNER SHALL PROVIDE UPDATED BIOLOGICAL
CLEARANCE SURVEY PRIOR TO STARTING CONSTRUCTION.
OM4 -3 - RED DIAMOND OBJECT MARKEP
R5 -1 - DO NOT ENTER
R6 -1(R) - ONE WAY (RIGHT)
R26(CA) - NO PARKING ANYTIME
SNS -METRO - METRO STREET NAME SIGN
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TYPE N(CA) N CALIFORNIA WARNING SIGN - DIAMOND
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DATE 03/27/2015
PA JOB No. 2642R4
SHEET
2
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ESMT
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ST -11 FOR SLOPE
PARAMETERS
11' RIGHT FL
2' 6' WIDE 7' TURN LANE
SEE DETAIL SAWCUT
SIDEWALK LS T -XX LINE **
EX. GROUND
- SHEET 1
2i y
6' 'CURB
EX. GROUND ~' -- 2
iii
SEE PLAN VIEW FOR _,GRADE LINE
RIGHT TURN LANE
STRUCTURAL SECTION
* *OR AS DIRECTED BY ST
C.O.B. ENGINEER CL
66'
48'
EX. PAVEMENT _
TO REMAIN
i
i
SEE PLAN VIEW FOR
STRUCTURAL SECTIONS
BUENA VISTA ROAD HALF
N.T.S.
BOLTHOUSE DRIVE
(EXISTING IMPROVEMENTS)
�- I I II
I I cn I I I
I I I II
11
-- - �-
CONSTRUCTION NOTES
M CONSTRUCT 11' STANDARD RIGHT TURN LANE INTO COMMERCIAL OR PRIVATE DEVELOPMENT
PER PROPOSED C.O.B. STD. DWG. T -XX DATED 9/22/1999 (SEE DETAIL SHEET 1).
0 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND /OR
TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER.
F37 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "F ".
® EXISTING UTILITY VAULT /BOX TO REMAIN, CONTRACTOR SHALL ADJUST TO GRADE,
COORDINATE WITH UTILITY OWNER.
[5 , CONSTRUCT 6' WIDE, 4" THICK, STANDARD TYPE SIDEWALK PER C.O.B. STD. DWG. ST -3 (SIMILAR)
® RELOCATE EXISTING STREET LIGHT AND ELECTRICAL BOX BEHIND CURB PER C.O.B. STD.
DWG. ST -14.
07 SWEEP TRAFFIC SIGNAL INTERCONNECT BEHIND CURB, AND RELOCATE BOX BEHIND CURB.
® EXISTING FIRE HYDRANT TO REMAIN, PROTECT IN PLACE.
® EXISTING UTILITY POLE TO REMAIN, PROTECT IN PLACE.
10 TRANSITION FROM 10' WIDE TO 6' WIDE CONCRETE SIDEWALK.
11 CONSTRUCT 6" TYPE B CURB & GUTTER PER C.O.B. STD. DWG. ST -1.
12 CONSTRUCT STANDARD COMMERCIAL DRIVE APPROACH PER PROPOSED C.O.B. STD.
DWG. ST -3 (SIMILAR) AND C.O.B. STD. DWG. T -XX (SEE DETAILS SHEET 1).
13 CONSTRUCT 0.30' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER
1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY.
14 EXISTING TRAFFIC SIGNAL INTERCONNECT TO REMAIN, PROTECT IN PLACE.
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STREET SIGN
STREET LIGHT
ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE
COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED
GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING
IS BASED ON CENTERLINE DATA UNLESS OTHERWISE
NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE
DATA UNLESS OTHERWISE NOTED.
ADD 300 FEET TO ACHIEVE DESIGN GRADE ELEVATIONS.
LOT LINE
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- GAS -- - - - G_S - - - - —GAS -
TO REMAIN � 24 +06.40
17 -18 c - _ - -- -- s s 21 N 00 °57'45" E 2� I _ s 23 — c 24. —`�
-� - - -- - - -- -- __- - -- -- - - - -- - -- -- - -- - - - - - -- -- - - - - -- -- r
-r, ,.
MEDIAN CURB I
/ I m 2 0 TYPICAL
S _I EX. CURB &GUTTER, TYPICAL 0
o
_X W� _ ° -- - - - — - - ___�_W _ _
r•7
'S,'S,/\]]\]T \11� JOHN'S LUTHERAN] SCHOOL o VISTA RIDGE DRIVE
N I (EXISTING IMPROVEMENTS)
L Or 4
L .L ,A, 1\1c) . ! 2-01 33
SW ST ST
ESMT RW CL
VARIES EXISTING IMPROVEMENTS
FL
VARIES 48' TO 58'
2'f 6' WIDE 6 TO 7
SIDEWALK VARIES -
EX. GROUND VARIES _ EX. MEDIAN
LS
CURB
EX. GROUND `17 �P\N
s, "MI
f
EX. 6" TYPE "B"
CURB & GUTTER
BOLTHOUSE DRIVE
(EXISTING IMPROVEMENTS)
It
I! I
MIN
I
BUENA VISTA ROAD SCALE: 1"=40'
(BOTH VIEWS)
PATCH BACK WITH LIKE SECTION PER BUENA VISTA
ROAD IMPROVEMENT PLANS PREPARED BY MCINTOSH &
ASSOCIATES DATED 5/4/10.
0.45' A.C. PAVING OVER 1.10' CRUSHED AGGREGATE BASE
OVER 0.95' NAT. GRID.
COMPACTED TO 95% MAX. DENSITY
MODIFIED RIGHT TURN LANE STRUCTURAL SECTION
CONSTRUCT TYPE
3 BARRICADE WITH
(2) OM4 -3
W31(CA)
R26(CA) RL�II.Pr�
71 ❑ 6' WIDE SIDEWALK
CONSTRUCT MIN. 0.70' CONCRETE PAVING
OVER MIN. 0.34' CRUSHED CLASS II A.B.
OVER MIN. 0.34' A.S. OVER MIN. 1.25'
NAT. GRID. COMPACTED TO 95% MAX. DENSITY
EX. STRIPING, TYPICAL R6 -1(R)
TYPE N (CA)
_ 7
- -- - - TYPE N (CA) R5 -1 -
= -------- ------- - - - - --
CONTRACTORS NOTE:
CONTRACTOR SHALL REMOVE ALL EXISTING CURB AND
GUTTER FROM STATION 19 +60.43 TO STATION 22 +90.43
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C1
20.00'
31.42'
20.00'
90 °00'00"
C2
20.00'
31.42'
20.00'
90 °00'00"
SR4 -1(CA)
�1
BAY TAPER DATA No. 1
STATION
OFFSET
CL TO
FROM
FL
22 +00.43
59.00'
LT
22 +07.93
58.83'
LT
22 +15.43
58.31'
LT
22 +22.93
57.45'
LT
22 +30.43
56.25'
LT
22 +45.43
53.50'
LT
22 +60.43
50.75'
LT
22 +67.93
49.55'
LT
22 +75.43
48.69'
LT
22 +82.93
48.17'
LT
22 +90.43
48.00'
LT
SNS -METRO
R26 C
SR4 -1 CA ❑ EX. STRIPING, TYPICAL
N 38 39 ( ) INSTALL CHANNELIZERS, TYP.
-H `�' TO BE REMOVED AT TIME OF ' R5 -1
EX. STRIPING, TYPICAL ❑ ADJACENT PARCEL DEVELOPMENT 17
- -- __-
R6 -1(R) 4 +06.40 R6 -1(R)
TYPE N (CA)
TYPE "K" MARKER EX. MEDIAN, TYPICAL n
u ❑
BUENA VISTA ROAD STRIPING &SIGNAGE PLAN VISTA RIDGE DRIVE
(EXISTING IMPROVEMENTS)
SEE SHEET 2 FOR STRIPING & SIGNAGE NOTES & LEGEND
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DATE 03/27/2015
PA JOB No. 26421R4
SHEET
OF 3 SHEETS