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ASPHALT
CONCRETE PAVING NOTES
UTILITY GENERAL NOTES
1.
ASPHALT CONCRETE SHALL BE TYPE ' ' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND
TYPE 'B' (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39,
1. ALL WATER LINES 3" AND SMALLER SHALL BE SCHEDULE 80 PVC, PER ASTM D-1784 WITH
BLDG
"ASPHALT CONCRETE", OF THE STANDARD
SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
SOLVENT WELD FITTINGS. ALL WATER LINES 4" AND GREATER SHALL BE CLASS 200 C900 PVC.
2.
PRIOR TO THE ADDITION OF ASPHALT
BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE 'A'
2• WATER MAIN AND SEWER MAIN CROSSINGS SHALL COMPLY WITH STATE AND COUNTY
CB
(MODIFIED) OR TYPE 'B' (MODIFIED) ASPHALT
"AGGREGATE
CONCRETE SHALL CONFORMHEALTH
TO THE REQUIREMENTS OF
DEPARTMENT REGULATIONS. WATER SERVICE LINES AND SEWER LATERALS SHALL
CMU
SECTION 39-2.02, OF
HE STANDARD SPECIFICATIONS FOR INCH MAXIMUM, MEDIUM
NOT BE IN THE SAME TRENCH. WATER AND SEWER LINES ONSITE SHALL HAVE A TEN FOOT
ECR
GRADING.
TELEPHONE:
MINIMUM HORIZONTAL CLEARANCE WHENEVER POSSIBLE. WATER MAINS SHALL CLEAR
3.
ASPHALT BINDER FOR TYPE 'A' (MODIFIED)
ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE
ABOVE ALL SEWER LATERALS BY A MINIMUM OF ONE FOOT VERTICAL CLEARANCE OR
ESMT
GRADED ASPHALT, UNLESS OTHERWISEDIRECTED
BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE 'B'
UNDER BY 3' MINIMUM. WHEN WATER LINE CROSSES UNDER SEWER, OR MINIMUM
FG
(MODIFIED) ASPHALT CONCRETE SHLL
BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS
CLEARANCE OVER SEWER IS NOT ACHIEVED, SEWER SHALL BE ENCASED IN CONCRETE 10'
ACCESSIBILITY NOTICE TO CONTRACTOR
OTHERWISE DIRECTED BY THE CITY
ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE
EACH SIDE OF CROSSING.
iys
REQUIREMENTS IN THE TABLE FOR "STEAM
-REFINED PAVING ASPHALTS", IN SECTION 92-1.02, "GRADES",
S
z
OF THE STANDARD SPECIFICATIONS.
Lu
3. MINIMUM WATER LINE COVER SHALL BE 24" FOR 3" DIAMETER AND SMALLER, 36" OF
4.
THE AMOUNT OF THE ASPHALT BINDER
TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE
COVER FOR 4" DIAMETER AND LARGER.
O
DETERMINED BY THE CONTRACTOR INACCORDANCE
WITH CALIFORNIA TEST METHOD 367 USING
V)
SAMPLES OF MATERIALS PROPOSED FORR
USE IN THE WORK. THE AMOUNT Of ASPHALT BINDER SHALL BE
4. THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING COMPACTION TESTS OF
APPROVED BY THE CITY ENGINEER.
Y I=
W u W
ALL TRENCH BACKFILL AND SUBMIT THEM TO THE CONSTRUCTION MANAGER FOR
S.
AT LEAST 14 DAYS PRIOR TO THE START
OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING
APPROVAL. ALL BACKFILL SHALL HAVE A SAND EQUIVALENT OF 30 OR BETTER.
FOR THE CITY ENGINEER'S REVIEW AND
APPROVAL:
r
UJI
W M
5. WATER SERVICE, SEWER, FIRE SYSTEM AND ROOF DRAIN POINTS OF CONNECTION TO THE
A LIST OF AGGREGATE AND AS
HALT SOURCES.
BUILDINGS SHALL BE INSTALLED BY THE BUILDING PLUMBING CONTRACTOR.
DOCUMENTATION VERIFYING
THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK
CONFORM TO THE REQUIRE
ENTS SO SECTION 39-2.02, "AGGREGATE", OF THE STANDARD
6. MINIMUM BEARING AREA FOR THRUST BLOCKS SHALL BE ACCORDING TO THE THRUST
SPECIFICATIONS AND THESE
SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND
BLOCK SCHEDULE SHOWN ON THESE PLANS.
EQUIVALENT TEST RESULTS S
ALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST
RESULTS SHALL BE NO OLDER
AN ONE (1) YEAR.
7. A PIPE "DEFLECTOR' OR "REROUNDER" SHALL NOT BE USED TO REBOUND OVERDEFLECTED
AN ASPHALT CONCRETE MIX D
SIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367.
PIPES.
LABORATORY TEST RESULTS 00
MIX DESIGN ALONG WITH
WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE
THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS
g., ALL VALVE AND CLEANOUT COVERS TO HAVE TRAFFIC RATED VANDAL PROOF COVERS AND
DETERMINED BY ASTM 020441.
THE ASPHALT CONCRETE MIX SHALL MEET' THE REQUIREMENTS
ADJUSTED BY CONTRACTOR TO FINISH GRADE AFTER PAVING. ALL COVERS SHALL INDICATE
OF SECTION 39-2.02, "AGGREGATE",
OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
"S" FOR SEWER, "W" FOR WATER, AND "SD" FOR STORM DRAIN.
PROVISIONS. IF THE DATA SUBMITTED
SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE
SAME AS WHEN THE DESIGN WAS
PREPARED, THE DESIGN MAYBE UP TO THREE (3) YEARS OLD.
9• UNDERGROUND STEEL UTILITIES SHOULD BE PROTECTED FROM CORROSION WITH 40 MIL
THE CONTRACTOR SHALL
EAR ALL THE COSTS ASSOCIATED WITH THE ASPHALT
EXTRUDED POLYETHYLENE, 20 MIL PLASTIC TAPE OVER PRIMER PER AWWA STANDARD
CONCRETE MIX DESIGN.
C209, OR HOT APPLIED COAL TAR ENAMEL OR TAPE PER AWWA STANDARD C203.
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
10. BARE STEEL APPURTENANCES SUCH AS BOLTS, JOINT HARNESSES OR FLEXIBLE COUPLINGS
TO THE CENTERLINE OF THE STREET, At
ID AT A MINIMUM DISTANCE OF ONE FOOT FROM THE EXISTING
SHOULD BE COATED WITH A COAL TAR OR RUBBER -BASED MASTIC AFTER ASSEMBLY.
EDGE OF PAVEMENT.
7.
A PRIME COAT WILL NOT BE REQUI
ED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE
11. SEWER PIPE SHOWN ON PLAN SHALL COMPLY WITH SECTION 207-16 "ABS COMPOSITE
"POLYVINYL
PLACEMENT OF ASPHALT CONCRETE.
"SUBGRADE", OF
IOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39- 4.01,
PIPE", 207-17 CHLORIDE PLASTIC PIPE", 207-15 ""ABS SOLID WALL PIPE" OR
207-8 "VITRIFIED CLAY PIPE" OF THE STANDARD SPECIFICATIONS. "PVC" AND "ABS SOLID
THE STANDARD SPECIF
CATIONS SHALL BE MET.
WALL PIPE" TO HAVE A STANDARD DIMENSION RATIO (SDR) OF 35 OR STRONGER
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
12. CONTRACTOR SHALL EXPOSE ALL EXISTING WATER AND SEWER PIPELINES AT PROPOSED
BEYOND THE LIMITS OF CONSTRUCTION.
CONNECTION POINTS TO CONFIRM MATERIAL TYPES LOCATION, AND ELEVATION PRIOR TO
9.
PAVING SEAMS SHALL BE LOCATED TO
MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS
BEGINNING CONSTRUCTION.
OTHERWISE PERMITTED BY THE CITY ENGINEER.
10.
NTERSECTIONS AND TAPERED SHOULD
RS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER.
13. ALL WATERLINES SHALL HAVE UNDERGROUND WARNING TAPE PLACED 12" ABOVE THE
DDITIONAL ASPHALT CONCRETE SHALL
BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVE WHERE
LINES IN THE TRENCH. NON-METALIC LINES SHALL HAVE METALLIC LINED TAPE.
SHOWN ON THE PLANS AND AS DIRECTED
BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF
ECESSARY, AND COMPACTED TO FORM
SMOOTH, TAPERED CONNECTIONS.
14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR AND COORDINATE THE
11.
NHERE THE COMPACTED THICKNESS OF
A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING
RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED
IMPROVEMENT.
PERATIONS SHALL BE CONDUCTED IN SUCH
A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE
ENGTH OF PAVEMENT ALONG THE LONGITUDINAL
BEATER THAN THAT WHICH CAN BES
DROP-OFF BETWEEN ADJACENT LANES IS NOT
RFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING
15. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE
PERATIONS. ADDITIONAL ASPHALT CO
CRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS
CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE
N EACH LANE. SUCH ADDITIONAL ASPHALT
CONCRETE SHALL BE HAND RAKED AND COMPACTED TO
PROJECT ENGINEER OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE
ORM TEMPORARY CONFORMS BEFORE
THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR
IMPROVEMENTS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
THER APPROVED BOND BREAKER, MAY
BE PLACED UNDER THE CONFORMS TO FACILITATE THE
EMOVAL Of THE CONFORMS WHEN PAVING
OPERATION RESUME.
16. PRIOR TO PLACING OF UNDERGROUND UTILITIES, THE LOCATION OF ALL UNDERGROUND
12.
AIHERE COMPACTED THICKNESS OFA LAYER
OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING
FACILITIES ( ELECTRICAL, TELEPHONE, CABLE N, GAS, ETC.) SHALL BE MARKED.
PERATIONS SHALL BE CONDUCTED IN
SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS
LACED ON ALL CONTIGUOUS LANES OF
HE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC
17. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING
RAFFIC. AT THE END OF EACH WORK SHIFT,
THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT
UNDERGROLIN'D UTILITIES (BY POTHOLING OR OTHER MEANS), CONTRACTORS SHALL
ONCRETE ON ADJACENT LANES SHALL NOT
BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE
NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) 800/227-2600 AT LEAST 72 HOURS PRIOR
HALL BE PLACED ALONG THE TRANSVERSE
DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT
TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES.
ONCRETE SHALL BE HAND RAKED AND
NES ARE OPENED TO PUBLIC TRAFFIC.
COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE
KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE
LACED UNDER THE CONFORMS TO FACILITATE
THE REMOVAL OF THE CONFORMS WHEN PAVING
18. CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A. PERMITS PRIOR TO ANY EXCAVATIONS.
OPERATION RESUME.
19. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING
13.
ASPHALT CONCRETE SHALL BE COMPACTED
TO A MINIMUM OF 92 PERCENT OF THE MAXIMUM
WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS,
HEORETICAL DENSITY AS DETERMINED
BY ATSM 0-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN
THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK.
CCORDANCE WITH CALIFORNIA TEST 3:I-
14. I
THEIN -PLACE DENSITY OF ANY LOT
ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER
20. ALL SEWER PIPES SHALL BE INSTALLED AT STRAIGHT GRADES BETWEEN INVERT ELEVATIONS
HAN 94 PERCENT OF THE MAXIMUM THEORETICAL
DENSITY, THE CONTRACTOR WILL BE ADVISED THAT
INDICATED. IN NO CASE SHALL SEWERS BE INSTALLED AT SLOPES LESS THAN THE
HE REQUIRED RELATIVE COMPACTION
IS NOT BEING ATTAINED AND THAT THE MATERIALS OR
FOLLOWING:
ROCEDURES, OR BOTH, IF NEEDED, ARE
TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS
8" SEWER / S= 0.0033
HALL NOT CONTINUE UNTIL THE CONTRACTOR
HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT
6" SEWER % 5=0.0080
HAT WILL BE MADE IN ORDER TO MEET
OTICE IS GIVEN DOES NOT MEET THE SPECIFIC
THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER
RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT
4" SEWER / $=0.0100
T SHALL BE REMOVED AND REPLACED
EQUIREMENTS.
WITH MATERIAL THAT MEET THE IN-PLACE DENSITY
21. ALL CHANGES IN HORIZONTAL ALIGNMENT OF SEWER PIPE SHALL BE ACCOMPLISHED BY USE
OF MANUFACTURED FITTINGS AND ELBOWS, AND WHERE ADDITIONALLY NECESSARY, PIPE
15. I
THE TEST RESULTS FOR ANY LOT OF ASP
HALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS
JOINT DEFLECTIONS WITHIN ALLOWABLE LIMITS PER THE PRODUCT SPECIFICATIONS.
EITHER
LESS THAN 90 PERCENT OR MORE
THAN 96 PERCENT THE ASPHALT CONCRETE REPRESENTED BY
THAT
REQUIREMENT.
LOT SHALL BE REMOVED AND REPLACED
THE CORRECTIVE WORKS
WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY
ALL BE ATTHE CONTRACTOR'S EXPENSE.
22. CLEAN OUTS SHALL BE INSTALLED ON ALL SEWER AND STORM DRAIN LINES IN ACCORDANCE
WITH THE CALIFORNIA PLUMBING CODE. THE MINIMUM SPACING BETWEEN CLEAN OUTS
16.HE
FIELD DENSITY OF COMPACTED ASPH
LT CONCRETE SHALL BE DETERMINED BY:
SHALL BE IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE REGARDLESS IF SHOWN
A.
A PROPERLY CALIBRATED NUCLEAR
ASPHALT TESTING DEVICE IN THE FIELD, OR
WITHIN THESE PLANS.
B.
ASTM 01188 WHEN SLABS OR CORES
ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE
23. ALL WET UTILITY TRENCHES, BEDDING AND BACKFILL SHALL CONFORM TO SECTION
MAY BE SUBSTITUTED WITH PAR
FFIN.
306-1.2.1 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
C.
IN CASE OF DISPUTE, METHOD "B'
SHALL BE USED.
SUBSTITUTION OF BEDDING MATERIAL SHALL BE APPROVED BY THE PROJECT CIVIL
ENGINEER.
17. IF
THE FINISHED SURFACE OF THE ASPHALT
CONCRETE DOES NOT MEET THE SPECIFIED SURFACE
TOLERANCES,
IT SHALL BE BROUGHT WITHIN
TOLERANCE BY ONE OF THE FOLLOWING METHODS. THE
24. THE CONTRACTOR SHALL PERFORM TESTING, FLUSHING AND DISINFECTING OF SYSTEMS IN
METHOD
C
WILL BE SELECTED BY THE CITY
NTRACTOR'S EXPENSE:
ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE
ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
A.
ABRASIVE GRINDING WITH EQUIPMENT
UTILIZING DIAMOND BLADES,
25. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS IN
B.
REMOVAL AND REPLACEMENT, O
1
ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
C.
PLACEMENT OF AN ASPHALT CONCRETE
OVERLAY.
26. ALL PIPE SIZE REFERENCES ARE MINIMUM INSIDE DIAMETER SIZE. HORIZONTAL DIMENSIONS
18. IF
ABRASIVE GRINDING IS USED TO BRING
TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE
SHOWN ON THESE PLANS ARE TO CENTERLINE OF PIPES.
TOLERANCES,
A
ADDITIONAL GRINDING SHALL
EA SO THAT THE LONGITUDINAL LIMITS
BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING
OF GRINDING ARE AT A CONSTANT OFFSET FROM,
27. NATURAL GAS SERVICE LINES MAY BE INSTALLED IN A COMMON TRENCH WITH WATERLINES
PARALLEL
TO, THE NEAREST LANE LINE OF
AND
PAVEMENT EDGE AND THE TRANSVERSE LIMITS OF GRINDING
IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
E NORMAL TO THE PAVEMENT
ALL GROUND AREAS SHALL CONFORM THE
R
REQUIREMENTS
IN THE FIRST PARAGRAPH
RA
H ANDS.
AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02,
42
28. DRINKING FOUNTAIN AND IRRIGATION APPURTENANCES SHOWN HEREON ARE
"
ONSTROCTION", OF THE STANDARD SPECIFICATIONS.
A FOG SEAL COAT SHALL BE APPLIED TO ALL
APPROXIMATE AND THE CONTRACTOR SHALL REFER TO THE ARCHITECTS AND LANDSCAPE
FINISHED
ASPHALT SURFACES AT THE CONTRACTOR'S
EXPENSE. THE FOG SEAL COAT SHALL BE EITHER
ARCHITECTS PLANS FOR THE EXACT LOCATION.
REJUVENATING
AGENT OR ASPHALT EMULSION
AS DIRECTED BY THE CITY ENGINEER.
19. ARTERIAL
AND COLLECTOR STREET BASE
MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB)
29• THE CONTRACTOR SHALL CONSTRUCT SEWER LATERALS FROM THE LOWEST POINT OF
CONFORMING
TO SECTION 200-2.2 OF TH
"GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE
ELEVATION (THE POINT OF CONNECTION TO THE CITY SEWER SYSTEM).
CAB
R FINE GRADATION CRUSHED MISCELLANEOUS
BASE (CMB) CONFORMING TO SECTION 200-2.4 OF
THE
ALLOWS
UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT
CONCRETE
COMBINATION
POROLAND CEMENT CONCRETE,
OF THESE MATERIALS. OTHiER
TE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A
RECYCLED BASES SHALL OT BE ALLOWED. AGGREGATE BASE
SHALL
BE COMPACTED TO A MINIMUM OF
95% OF MAXIMUM DRY DENSITY.
20. PAVING
CONTRACTOR SHALL GRADE TH
PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS
TOPOGRAPHIC SURVEY NOTES
STANDARD
SPECIFICATION SECTION 191,03
PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO
PLACING
SUBSEQUENT LAYERS OF MATER
AL THEREON, THE GRADING PLANE SHALL CONFORM TO THE
BASIS OF BEARINGS:
FOLLOWING:
THE BASIS OF BEARINGS FOR THE PROJECT.IS THE WEST LINE OF THE NORTHEAST QUARTER OF
A.
WHEN ASPHALT CONCRETE OR
SPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING
THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNT
PLANE, THE GRADING PLANE AT ANY
POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR
DIABLO BASE AND MERIDIAN WAS TAKEN TO BE THE NORTH 00° 01'55" EAST PER PARCEL MAP
BELOW THE GRADE ESTABLISHED
�YTHE ENGINEER.
NO. 1137, RECORDED AUGUST 17, 1973 IN BOOK 6 OF PARCEL MAPS, AT PAGE 157, KERN
B.
WHEN THE SUBBASE OR BASE MATERIAL
(OTHER THAN ASPHALT CONCRETE IS TO BE PLACE ON
COUNTY RECORDS.
THE GRADING PLANE, THE GRADING
PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04
FOOTABOVE OR BELOW THE GRADE
ESTABLISHED BY THE ENGINEER.
BENCHMARK:
THE BENCHMARK FOR THE PROJECT IS A CHISELED CIRCLE ON TOP OF CURB PAINTED YELLOW,
EASE SIDE OF BUCK OWENS BOULEVARD, 50'± SOUTH OF THE CENTERLINE OF ANTONIO AVENUE.
NATIONAL
POLLUTANT DISCHARGE
ELIMINATION
ELEVATION = 402.984 (NGVD29)
IF THE
PROJECT IS SUBJECT TO THE PROVISIONS
OF THE NATIONAL POLLUTANT DISCHARGE
ORIGIN OF SURVEY INFORMATION:
THE TOPOGRAPHIC INFORMATION SHOWN IN THESE DRAWINGS AND USED TO DESIGN THE
ELIMINATION
SYSTEM (NPDES), A "NOTICE
OF INTENT" (N01) TO COMPLY WITH THE TERMS OF
INFORMATION SHOWN ON THESE DRAWINGS IS BASED OFF AN ALTA/ACSM PREPARED BY DIXON
THE GENERAL
ACTIVITY(SW
PERMIT TO DISCHARGE
RCB ORDER NO. 2 009-009-
STORM WATER ASSOCIATED WITH CONSTRUCTION
WQ AS AMENDED BY ORDER 2010-0014-OWQ AND
AND ASSOCIATES, INC. LAND SURVEYING ON MARCH 10, 2014. IF DISCREPANCIES ARE
ENCOUNTERED
ORDER
2012-0006-DWQ) MUST BE FILED
WITH STATE WATER RESOURCES CONTROL BOARD IN
DURING CONSTRUCTION THE SURVEYOR AND CONTRACTOR WILL NOTIFY THE
ENGINEER OF RECORD IMMEDIATELY AND PRIOR TO CONTINUING CONSTRUCTION.
SACRAMENTO
BEFORE THE BEGINNING OF
ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH
THE GENERAL
PERMIT REQUIRES THAT A STORM
WATER POLLUTION PREVENTION PLAN (SWPPP)
BE PREPARED,
INSPEC
CONTINUOUSLY CARRIED
ION DURING
OUT, AND ALWAYS BE AVAILABLE FOR PUBIC
NORMAL CONSTRUCTION
HOURS. WASTE DISCHARGE IDENTIFICATION
(WDID)
NUMBER SF15WO02031 HAS BEEN
ISSUED BY THE STATE WATER RESOURCES BOARD FOR
THIS PROJECT.
AlI
R r
G
H
J
3102 BUCK OWENS BLVD
STREET IMPROVEMENTS
PRIVATE ENGINEERS NOTICE TO CONTRACTOR
1. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED
TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE
PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS
AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH
REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." THE CIVIL
ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND
SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS.
2. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF
THIS PROJECT, INCLUDING 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 CIVIL 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 ENGINEER.
3. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID
LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION
COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF
ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY
DAMAGE TO OR PROTECTION OF THESE LINES.
PROJECT PARTICIPANTS
AGENCY: CITY OF BAKERSFIELD ENGINEERING DEPARTMENT
CITY HALL, ANNEX BUILDING
ENGINEERING SUBDIVISION
1501TRUXTON AVENUE
BAKERSFIELD, CA 93301
661-326-3724
PROPERTY OWNER: LES SCHWAB TIRE CENTER
20900 COOLEY ROAD
BEND, OR 97701
541-447-4136
PROJECT COORDINATOR: GALLOWAY AND COMPANY, INC.
TERRA MORTENSEN
5300 DTC PARKWAY, SUITE 100
GREENWOOD VILLAGE, CO 80111
303-770-8884
CIVIL ENGINEER: CIVIL DESIGN STUDIO, INC.
ROBERT WINSLOW, P.E., QSD
9700 EL CAMINO REAL
ATASCADERO, CA 93422
805-706-0401
SOILS ENGINEER: KRAZAN & ASSOCIATES, INC.
2205 COY AVENUE
BAKERSFIELD, CALIFORNIA 93307
661-837-9200
PROJECT INFORMATION
ZONING: M-1
APN: 320-100-011
GRADING INFORMATION*
CUT QUANTITY: 80 CUBIC YARDS
FILL QUANTITY: 85 CUBIC YARDS
NET CUT/FILL: 5 CUBIC YARDS (IMPORT)
*EARTHWORK QUANTITIES ARE PROVIDED FOR PERMITTING INFORMATION ONLY. THE
QUANTITIES SHOWN ABOVE ARE NOT INTENDED FOR USE BY THE CONTRACTOR WHEN
ESTIMATING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO GENERATE AND/OR VERIFY
EARTHWORK QUANTITIES.
UTILITY INFORMATION
ELECTRICITY/GAS:
PACIFIC GAS AND ELECTRIC
GB
WWW.PGE.COM
AC
661-398-5931(BAKERSFIELD)
BLDG
1-800-743-5000
WATER:
CALIFORNIA WATER SERVICE COMPANY
BVC
3725 SOUTH H STREET
BW
BAKERSFIELD, CA 93304
CB
661-837-7200
SEWER:
CITY OF BAKERSFIELD WASTEWATER DIVISION
CMU
6901 McCUTCHEN ROAD
CONC
BAKERSFIELD, CA 93313
ECR
661-326-3249
TELEPHONE:
AT&T
EP
4180 TRUXTUN AVENUE
EVC
BAKERSFIELD, CA 93309
ESMT
661-631-3473
TRASH SERVICE:
CITY OF BAKERSFIELD
FG
SOLID WASTE DIVISION
FH
661-326-3114
ACCESSIBILITY NOTICE TO CONTRACTOR
1. ALL SLOPES IN DIRECTION OF TRAVEL SHOWN ON THIS PLAN WERE DESIGNED AT OR BELOW
MAXIMUM ALLOWED GRADES BY THE AMERICANS WITH DISABILITIES ACT ACCESS GUIDE
(ADAAG), AND THE CALIFORNIA BUILDING CODE (CBC) IT IS THE RESPONSIBILITY OF THE
CONTRACTORS TO FAMILIARIZE THEMSELVES WITH THE ADAAG AND CBC AND IN THE EVENT
THAT A DESIGN QUESTION SHOULD ARISE, OR A FIELD CONDITION PRESENT ITSELF THAT IS
DIFFERENT THAN SHOWN ON THESE PLANS, WORK SHOULD CEASE AND THE DESIGN
ENGINEER SHALL BE NOTIFIED SO THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED.
2. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK RELATING TO
ADAAG AND CBC ACCESS FOR THIS PROJECT. SINCE THE CODE DOES NOT ALLOW FOR A
CONSTRUCTION TOLERANCE, ANY CONSTRUCTION THAT EXCEEDS MAXIMUM OR MINIMUM
DIMENSIONS AND SLOPES AS CALLED OUT BY ADAAG AND CBC ARE SUBJECT TO REJECTION
BY THE INSPECTOR AND MAY BE REQUIRED TO BE REMOVED AND REPLACED.
3. SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL THE EXACT METHODS OR
MEANS USED BY THE GENERAL CONTRACTOR OR THEIR SUB -CONTRACTORS DURING THE
GRADING AND CONSTRUCTION OF THE PROJECT, THE CIVIL ENGINEER OR SURVEYOR
ASSUMES NO RESPONSIBILITY FOR THE FINAL ACCEPTANCE OF ADAAG AND CBC RELATED
ITEMS OF THIS PROJECT BY THE INSPECTING AUTHORITY OR OTHER AFFECTED PARTIES.
4. COMPLIANCE
WITH THE
ADAAG AND CBC CONSTRUCTION REQUIREMENTS AND CALIFORNIA
TITLE 24 WILL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND HIS
SUB -CONTRACTORS.
G � H
ABBREVIATIONS
APWA
AMERICAN PUBLIC WORKS
GB
ASSOCIATION
AC
ASPHALTIC CONCRETE
BLDG
BUILDING
BCR
BEGIN CURB RETURN
BVC
BEGIN VERTICAL CURVE
BW
BOTTOM OF WALL
CB
CATCH BASIN
C/L
CENTERLINE
CMU
CONCRETE MASONRY UNIT
CONC
CONCRETE
ECR
END CURB RETURN
EG
EXISTING GRADE
EP
EDGE OF PAVEMENT
EVC
END VERTICAL CURVE
ESMT
EASEMENT
FF
FINISHED FLOOR ELEVATION
FG
FINISHED GROUND ELEVATION
FH
FIRE HYDRANT
FL
FLOW LINE
FLG
FLANGED
CITY OF BAKERSFIELD NOTES
K
L
M
NOTE:
A NOTICE OF COMPLETION FOR THIS
PROJECT WILL NOT BE ISSUED BY THE
CITY UNTIL THE PEDESTRIAN
EASEMENT NORTH HAS RECORDED
FS
FINISHED SURFACE ELEVATION
GB
GRADE BREAK
GTD
GRADE TO DRAIN
IE
SEWER INVERT ELEVATION
INV
STORM DRAIN INVERT ELEVATION
L/A
LANDSCAPE AREA
NG
NATURAL GRADE
P/A
PLANTER AREA
PCC
PORTLAND CEMENT CONCRETE
P/L
PROPERTY LINE
PE
PAD ELEVATION
POC
POINT OF CONNECTION (UTILITY)
PS
PARKING STRIPE
R/W
RIGHT OF WAY
SD
STORM DRAIN
SG
SUB -GRADE ELEVATION
SS
SANITARY SEWER
TC
TOP OF CURB
TF
TOP OF FOOTING
TG
TOP OF GRATE
TW
TOP OF WALL
1. 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 AN IMPROVEMENT AGREEMENT, APPROVED
INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK
PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE
PERMIT.
2. 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 NE NOTIFIED AT: 661-326-3049
3. 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.
4. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS
SECTION 86-6.01 OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER.
S. LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE
DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%.
6. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT
CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD
CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY
FOR APPROVAL 10 DAYS PRIOR TO PAVING.
AemoVED BY: MONTE k Soo DATj5
RCE W73i CEkP. 1Z/71/2017)
XA Aw
1(p
P P R oVED Y' MAnAN f SHAW DA -re
RCE 3117 $ (EW, i2/31/2.o1g)
DIAL TOLL FREE
811 OR
(1-800-227-2600)
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF CALIFORNIA
SHEET LIST TABLE
SHEET# SHEETTITLE
1
_TITLE SHEET
_ 2 ROAD PLAN AND PROFILE
--3-�' FRv4fffl-£�FI�Rrt•A�i-
DETAIL SHEET
LEGEND
N
VICINITY MAP
NOT TO SCALE
ENGINEER'S STATEMENT
1. 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 THEY 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.
2. 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.
3. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS
4. NOTE TO STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL
S. STREETLIGHT LUMINAIRES ARE TO BE LED AS ,SPECIFIED IN COB SPECIAL PROVISIONS
SECTION 86-6.01 OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER.
6. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE' DAMAGED OR DO NOT MEET CURRENT
STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER
CITY ENGINEER.
t. _�
'L JULY 15, 2015
APPROVED BY: MONTE R. SOTO DATE
R.C.E. # 74,736
EXP. DECEMBER 31, 2015
APPROVED BY
NICOLAS FIDLER, PUBLIC WORKS DIRECTOR
R.C.E. # 61,069 -
EXP. DECEMBER 31, 2016
Z7 1
DATE
'27-ZD15
REVIEWED BY: ASST. PUBLIC WORKS DIRECTOR DATE
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21 PATCH PAVEMENT PER CITY OF BAKERSFIELD STANDARD S-6. MINIMUM
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22 GRIND AND OVERLAY 0.20' OF EXISTING PAVEMENT
23 CONSTRUCT 6.5" P.C.C. (520-C-2500) OVER 6.0" CLASS 2 BASE PER SOILS
REPORT. REBAR REINFORCEMENT SHALL BE #4 @ 18" O.C. NATIVE SUBGRADE
SCARIFIED TO A MINIMUM OF 12" AND COMPACTED TO 90% RELATIVE
COMPACTION PER SOILS REPORT
24 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF BAKERSFIELD
STANDARD ST-?. SAWCUT PAVEMENT, CURB, GUTTER, SIDEWALK AND REPLACE
ASPHALT PER CITY OF BAKERSFIELD STANDARD S-25
25 CONSTRUCT 6" CONCRETE CURB AND 24" GUTTER (TYPE "B") PER CITY OF
BAKERSFIELD STANDARD S-1
26 CONSTRUC CONCRETE SIDEWALK PER CITY OF BAKERSFIELD STANDARD S-3
Q27 CONSTRUCT CONCRETE UNDER SIDEWALK DRAIN PER CITY OF BAKERSFIELD
1 STANDARD D-20. SEE DETAIL "A" SHEET 3
NOTES 28 TO 50 NOT USED
51 EXISTING 8" SANITARY SEWER LINE - PROTECT IN PLACE
52 EXISTING SANITARY SEWER MANHOLE - PROTECT IN PLACE
53 FURNISH AND INSTALL SANITARY SEWER MANHOLE PER CITY OF BAKERSFIELD
STANDARD S-7
54 FURNISH AND INSTALL 8" PRIVATE PVC SDR 35 SANITARY SEWER LINE @ 0.35%
MINIMUM. BACKFILL TRENCH IN RIGHT OF WAY PER CITY OF BAKERSFIELD
STANDARD ST -22. CAP THE STUBBED END
NOTES 55 TO 60 NOT USED
61 EXISTING 12" WATER LINE - PROTECT IN PLACE
NOTES 62 TO 70 NOT USED
71 EXISTING OVERHEAD ELECTRICAL LINE - PROTECT IN PLACE
72 EXISTING ELECTRICAL POLE - PROTECT IN PLACE
73 EXISTING ELECTRICAL POLE/LIGHT - REMOVE PER PG&E HANDOUT PACKAGE
74 FURNISH AND INSTALL STREET LIGHT PER CITY OF BAKERSFIELD STANDARD S-31.
STREET LIGHT REGISTRATION NUMBER IS 22344
75 FURNISH AND INSTALL 1.5" SCHEDULE 40 PVC CONDUIT FOR STREET LIGHT.
PG&E WILL PULL CONDUCTORS
76 FURNISH AND INSTALL PULL BOX. CALTRANS 3 1/2 OR CITY APPROVED EQUAL.
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LEGEND
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APPROVED BY: MONTE R SOTO DATE
RCE 74736 (EXP. 12/31/2017)
AA
A/A ;- -
APPROVED BY: MARIAN P SHAW DATE
RCE 32178 (EXP. 12/31/2016)
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A/A ;- -
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PA JOB No.
SHEET
2 R
OF 3 SHEETS
p
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Lu
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PA JOB No.
SHEET
2 R
OF 3 SHEETS
12
11
10
8
7
a
5
4
R"�� t» -•s=•-,:; �.�"----•,.-.-0000--t4" � e ��-"-„^..,_.,ar«,,...,,..,,_.,,..,.-,.,,...-,,,,.I
Or i.
f B
R
�w
b
I
f s
000++0"•••. r
.`fir,. <; K:::'�':.. ,. ,"""."".,�.'Z: n% p. .$3 '.C: •�S ',i," _,{00:0:0:;- -iti` 3°
lfafutmaf s °ltJ6" afJflfa Yore Fitt war fasts ltafunle x }Z�i� f T/br5 Yank per TFAl rf iQbf
CURB AND 6UTTER Ctf1tS AND OUTTE1R
TYPE .Ae TYPE rS.
71
7.7 ;�,77T,4
at
^FnFne• s, { £,dM� `-3'/;t.< x.D.::..i..• ": h�Wa>`•' _'v`::':.
IrttlhBftf,x004JVI cWaics i'ra'W00 h1AW fCW . �•' I
C#14II8AND MaTi R
bbftxtre t *03487 cadre yord ,awe, f0h.0 tw
TYPE "C" ROLL-TOP MIjTTE1t
f
1
+&f`kA£yyTAd Aar t
All etolrk *stall £raTtfcaft to the. app)i at€lit s tions of y� y'dirb afar OJFfer :'s pr,rnAHad avY A.ekS e
the Standard Specifications, State of CalifotTiiat ttarst,Mtare AwnA. suss seas ahv e-s-?lfe
%per•tlall of Treylsftortatior, y cim'•txrtst edition aTs4 fRefodaxatrf s9pwbra :wD»gfrf <Aie ruts rcx kwmnwArs
tt* faallow1% Get*"] faotas> I eRe"40, rrm"al
� rA< y sbr rybe:?f,' ' 'tndr ,arae cart
f� ,%9rfi iV EattXAbCrad fine to grark Q18y`
tex.*a mf» Skiff of iw a d$}pY# at f Ftf; nlJ Aso"poll read 000W onwanx4 fAsw Mktk aMLCfxA9ley
A4waw I 4AW f4ltP'W* aigay
tel' 4w W~ Aft me, a31lpafitw"
C.arrmriw rFe• ocll awl r,ierAF bw .1 War V r,;s4taw
4wr +Stats a! awtswa 2 to '+St'8aemai &4lik,' for east. raT000il 4" exAwefsiwf afa'fsesgc as AFF
x rq%W tarns sAarr ae W=got set sir eatxt a rash 11 Swrfer ee w, $refAtrr fw'•er0,Pq ase, fAr
tar COAs.<e,! n,td sae+ Aa er rail t , Aardif mrfea^ t3akdratlrrX of rxtow Saar shLSe pFawalr away!„ c4oft 3
ssrfttes ane eurfu»s ac am,Fq M ;tits starAam-0 sa<awty S 1
rap 010 car s»a4rAt f raattt hewe gems as;anat cr be, asf 9yslrea shau &-m *-rohrrvat or "v* attar
4-10 ar"M Ahm t�.ytNw,:°'^"' isfee of -eN aaY e -v 0-00, in,
awpa ale aarefy A~ spa owev ?/t has, Cit, A17m nry
kYtwrre l4r9lAd' atNat sold �ithK, tear frit/ be r8f 121, new ata 4y7T *o fa Ahw x?ASR'rAwPi Sema' nsaeprpftd:8 fr/ Ihr
ar•.afnrnavr sref77 r»aft"n /aeons CarrafrkiCtimw dvr/!wa' < �< llspipCfar fao^ arktaP6vx•Y Ail 9np Atwwa+g .
a>r .Srer:rxn by me, £home+': or paaxnry
s, !,,. csalrfvr ear utlasfirra a+m+whar Avn+r agertivrr taker+ 4000ftAn^ag new ai A tiro fzor cr�kg prrr,+m,nt 's
A ebRw»ei' :+Sf) tae E'ktt Eas$:+Mrr, sRar` aye 4ewwwf a rF^efiitiXHrY d1' .. 6i' ritMr 00 ,0 at aorshw°
cana"re 01110 Ar GiWfte, MAS a Taff! sacmtn SLy>7 1 of air. 011a11
3Myfo bdor#piNwy,tacarwrtepasktaki"xcfdC:Ot$ rfn'i 9vtrer r>n! a.n,Yws,t'@;aailxq t `mapyyrb'
r ,t
tilt
>rX<9ltatj flCn3aS of SAS ar'a 9s«Isr 'twt SitvCrf -
a f». «arts at Asia as-sre Fa ear zarru;ar<sr_:<fit °""°"'"l�`M' ,� X•.k rrd�r+Ait'i? xr ,si4wz
ika'9fe>rfd •cAx�e ta ar ravf;aer^rt sna4:<,o ..>•».�" «.'.�....•«:k,.
oaostrsx'+act drrmfa »>arra,s ExAgnt a oars+saw CURB AND GUTTER
ER r..M .
ar ar Stam s,rfe of sttae^rured axed Aar 0-M of /
Tysy! ir°ccv'E orrd r/r me * fepc4w 7n t
wntvr 63rr8ra y
for 01,40wttr
:foe lf'[wA as ee;,& if n¢rr,dnf rlrnxs CITY OF BAKERSFIELD
-W4-0 ""We, a,w;' Zlv „'se natwfed o- sass g a',: CALIFORNIA
"" trar'Acyent6=1tf'A1€t'aiElCdet }
CT-!
i
i
Cin
std cap t von . GENERAL NOTES'
6 -C
sans "\ An work sod1 con:orm to theh^
entre+ed 'Standard aPa -obit clans or the sprr..coi ws
/ran a 4atwn A Specir>cabons, state o'f cow-, 9usiness ex
gape of T
Depmlman: renspatatrpn', twrmF ed.l.on,
and these sora; pro»scans
L
c,no"t shoe be MI" head type,., high preswre sodium vatpv vrin
fV pholadectric uY and a Dd"'t which pronoes 55 vats to
the bulb. A Type IV retroclm Map be used at inteiseclions•
and a
Type II two-way shop be used at m;d-block locations. lens sfinit be
Voss or paycmbonate plastic 8u16 shot be too "arts 195m onto)
or. major sheets and 7O watts (5800 Wnun) an kcal streets
Skeet pole, most orm, and arm canneciwn shot[ conform to slate
,2• standards for Type 15 liotmg sta+dord with 6' most arm, canaac
or aluminum pates may also be used. submit speolicabons it,
aparo.d
_ �•- 1 f/4' PRY bot shoo be see 3-I/2 and snag be located within 5' of the
P .E OIA 4 +.,16" street 119"1 and installed flush with the sidewalk. Grave, (3/4' Raz;
E awtl be placed under the pus bax fard,,SW (see oetnA) Pug
i ii' .N. Sol r�kdF. box covee shag De maned to identity it as sheet holing. NP Do.
Mag be precast concrete,
_ , 1/2' MAX. MT
CIRCLE wiring from the u,tity company service boil to the pea box of the
j
BASE
PLATE
v� base of Me pole sholl be 010 me:, slid or stranded capper, The
S BASE t` i4ATG Jl A� utktty company stop be notified anw to. and a rgrresentatt+e Moa
i be present au". any work withm the utillty coffpwys Mace box
i wiling Fran the Vol bot to foe hlminmre that be 012 mm. solid or
i Warded Capper. Voltage drat from the utility comport, weroic, iwx
to the luminave shall not exceed 570 Village ale the ulgity company
service box shill be 120 V. (249 V. may be used in mr:ain cficum-
StanCes wbject to the approval of fine C,ty Engineer), croundmg
I 4" x 6 1/2' Handhole and cover «rce ham the Ivm:ncrrc to the grwnd�ng rod shalt be bare
t with weld
x 1 ts!d ra,lin Forcement c -ow, An n-ikie fuse m Ilia vw-.da canductor w c,nduol's
ring weld to outside yi hate. Daly taut a 112' a x 6 ich9 mer a capper clod 9muhdm9
rod moll be located a the pus box
r - 1/2" 13 MC gro,
r.Qr. nuf welded
1 tY to ins de of pole app s:tg spi'oce-s in the Will bax slot to taped and wat'namled wxh an
f handhofe. (approvedelectrlco! cootino,
1 Caisdnii shad be 1 f/2• Minim m Aameler schedule 40 rlaid non -
12" x 12" x 1" Bose pate (see metallic conduit confawdrtg to UL S(ohdard UL 651, Conclurl Shap
t i aeta;l above). have o "'Mmum corer of IS'. Sander corona may be used wnere
J the type of ode wit not accept 1 1/2' conduit, subecl to the
4 A=?rA A-307anchor bolts, oawavd of the City Engineer.
i" x 36" x 4" with bre nut•
r { Colvomte slatl sok m+d most arm Cllr cutting, forming, and
i i 1 leveling nut, and 2 washers welding in conformance with A5TM A 123 Galvanize dl temavawe
for each bolt. paras, including onchm bots, in conharmonco w:!h ASTM A 153.
fl"iJr r
Grout under base oft4r leveling-•••-�- _--_...,`
�i.. P.L. -t RL- 1
r? II i 1 1/2" Conduit with $" lfGN3 Par.; -^�� •'
tl f! •� radius bend.
t6
Cfoss Bnon-reinforce Pira 8GX wAL
precast foundation :
Ccar.pa::t Tociclm to q o TYPICAL LOCATION DETAIL
2'_Ci' relative, compaction c _ t3 1e,2 KILL WX
use one
Beck cameo
O
ora t
Stu=ry cgmnsf undistur
bed soft.2' > •: ..
6' X B' CANC. COLLAR
6�
•� ��?, I
GRAVEL (314• MAX)
II� PULL BOX DETAIL sawxo n.,, Or,9,M
•o oar; vwrao
5 STANDARD °"°" LIT
STREET LIGHT
Alternate tiefdcost Avo
,e fWr.dGt:on. Cicss B MAST ARM TYPE a;E>
concrete Placed
I a9oins: undisturbed •PP°
j sail. CITY OF BAKERSFIELD 9_31
CALIFORNIA
rry EwanT `iGiTiEEiEitrG DEPARTMENT
5T-14
I t �
F
of detMar6-s rooked and krnps or sb w awa ft
9?6' (edam) 11 grow weft ad a w be
4' A.
!0 Mit
CI NEATEST
Q1(VittS/OW
zrS151"r
- _
6 0
1•
..' a .. __ -iia;
ampticNal h merhrY alar 30'
�Oapllt
&D' x k0' - few EM
.hm
(aft)br)aw t haat of *4 ^ctlili 7
Z' *am btftdm Of tastctete
j
1 tSAM
Hem)
2 - 14 nbalr W wo of tilweeY
3TRorKFL"
1
2' bottom of awncrsta
NOES
Ar wfta&# �, ,, LtCnoN "A -A"
�StofeCtMifax ef ft *W*Ubm tntiCed
or
_ A5 LIP #ff 25' 11275r1J
SRQJ �t ig•' ixer7atst q to1/1» odkw
�,
2 A atrtrat Stal Plsto astasia by dte C#y of
7 Use 0 Tjpe T' bifid tppraill is OMY +Salted by
#af fkpat<bmatt moat ace qM1
Pon of the CRY &Vbw. .
^ -ox snj
d Canaete shat be boeetbd sr wffi and Mast slier
J ltpv G altar be Oasedaated hw to P* rad
a dvorm ", bnrrteirlsyY ttfhr at►
am $WSW Val =Waded b =tK iwataam dy
xrkuits anal`,+aria r tertian, rpprwtkrt
at±esRY tee tlMarth ed by ASMI 0-1557 to a tbsloCr d
fwd
offfow f
Cts StaTtk►d'�pPeItalbial�e awl�ce of the
*d' be 4r4 *•W ao dy
winaliftlita sio tush mtataibt a ear
OW be Aqat mlaW Ott% ft ptjig, moat aW
oa�aMkrae whoa r4WXswteet go aggragotc
or Off- -bat �atibe �W m
A A nMMixot a 22' of fad AW# aeb shot sapaafe ttAm fiewofat twtaq w
/what 0 ft* dad T -PGs a a yEarlwRt by bre, fYtj Ea9itdir
ousted by b
POfgaOCtkR 9
1a fib
be Bat swat for ai y
4M►oxh aonwaeAen w
ttrpr pambttaM erlhir a ,bast a alloy natnA
F. Cattcsete for -*m WA -0 h shat alaw6w to marN.
No pa'n se o✓ 6l r doe OFF raatb a tuts b b be on adacrnf
rsquiankrrte of the SRatdbrd �tda74oeBata, Tirofaiwity
*-&P aallntrt Fix, wmw of ds Lits Fiegail
arofaeTat cacal tI NIw car/artt must, be
of lost
d /watt 4ff3 ih/aa)d i'RN10lde shat anttds !ro
1 ajprealydi kotftiora n tragal h apparlM by hie
aP*r wvwt a "Wit t flax tae
hwl
of ptai/ and p{se
5 radar arms Ad bw ara16u+rd aw Cie duds paced
iJ twea r- pl,ts shat be consirmted of boCr
+tads td tppraoafa 0a*ured � %rAitts 20' steep
Saws to Ae comwte and Aaal' trot be Ates 0, 1,5'
fto oft
f siefalotal Farts tad sttbgra4t oral
sal he pfoaed of to, M- Asim md"ItMkd , oow
+Escheat OY the Lits £+gel at,
be NOW dO Y Pwr to pkcwnsot of cawArett
se For P & t awn , antrskvft
6 rota /mad wen t.1% .Me t*ossa, sial// yid Stat
-wawa RN of aaornereity ~y #+stege &i,. -
I IlelArrrnrd
Way olawrdprt at **tad W ow shat be Ase bath
-•
Of sveh dao mhaehal
t
WIH IT svoAtEK
FIN APOWS AAl3 CaJECh71$
(8" t1 a ww a4w)
Tip`
t fir
DESIGN STUDY
NOT FOR USE
Pe.EkIAkIL ST-rRp
STANDARD
COMMERCIAL DRIVE;
TYPE "B" APPROACH WiTH aaPe06
COMBINATION SIDEWALK 10"2
T
IMT all
Gi1f � ST-?
Pakrara f
FhM ft*
of detMar6-s rooked and krnps or sb w awa ft
9?6' (edam) 11 grow weft ad a w be
r. -,. --i^�
' '
'
CI NEATEST
Q1(VittS/OW
TitlP1NG
dbsetd rrolrc hast (lt Sew
Bask mpattlaw do ASR ts4fh!
1.0 0.3m tkfQer
Tabic 'B' bebr
ampticNal h merhrY alar 30'
�Oapllt
0.5'(0 iSm) wldar
bath
.hm
(aft)br)aw t haat of *4 ^ctlili 7
7e E
at lot to omta to' (Q.ba) of the
1 tSAM
Hem)
,.
mtaklr ttTete; and h allbjq +scat ._..
3TRorKFL"
1
ft �hR marled na ft T
55 - C5 0'(M"
70 - do 20' (ohm
Ow N empaGd to AOR to wn ) _
I
_ A5 LIP #ff 25' 11275r1J
mgoaicum it d ONW axon
�,
d�1''
= 6bak1A cromtpacted to ,4121
caWvkr, Stare al Cahfornro, OtportrrAwtr of Timis.
r-Atgaltordt Tirxist b71011'r
-�+,.+...i..r,.-..
r aq +'
•
fsh 00 An MFWCW
s Sefecr Mateno/ •
W/01100- ane the /aiA*,wV 4wiar prowtibwss
-s ldM-Namdrrtlf ,
to fres rokithv wrpoatkat
Iso
Tat! x I
sen Jim Y
•
of t# am Ad be
I BOW ten -salsa IlfZhll 011111 pjoe
Sf-ward Care Return radars
,ho,I e, 20 fart
Crass section, -0 torn omen of
90x to o owl) d D.30 t4ee/
W 404.30 LIP
H
*ow tap of POW bot or Cat to N& tlwide,
sane to whim, to motes 1, 2
404.90 FS
405.42 TC
"
STREET SPECInCA77ONS.
J 404.20 FL
of ptai/ and p{se
sad I wR
STANDARD
404.92 FS
i n;
conform to and be applied in conformance with
se For P & t awn , antrskvft
M
I IlelArrrnrd
_
...... y9
raphtmobt as pa Me Pdt6G
Transportotian, Standard SpeciBcafians.
_vp
m STREET LIGHT -,\404.93
FL
FL FL
FS 5.01
t.onarrVe toad be ga"d stvYlr O wAil!-pipt'wMt,d
Uklttee Waelrb-kri Go" ad"
N
a mil
05 A/pS�me}
S-6 ,,fJ,
be desiuned using traffic index in accordance
PW
SAf oD
4 Aft of fwctA' mote ds AW be b wanbrue site of
Af 1121+
Leafs tTstwd h Sectkn 6-301 of ttk StarrA,rd
war
to, ASW 01557, bkMad 1') lar lama mW "Ifill Cion 1.0' (12j*
NOTES:
If Axrdr eEiMCr b tare blanc e,.0` (9JRi AzW oft 2 awe, alh"
L &No far AW pola
5 O mpoptilrr tests tail' be rtapW std AN be, the m paws-
Ala'ialy rnhlt the OR same Aha/ be, frac Of
of tae tA"ae w / ,++blot / Cast WIM 7110 t WAW
akNtakwa MO(d* sad +stat bore a Said ffilwAi t of not
awd kedkw of ON fasts yid be "Meshed by #0 CRY
Aeet Aha- 10 god shat ++Siam{ tb ale mixal VKSW
Liplaa. the hob, dad be h atacclat da WIN me bats
%W Sane Par:attoys pmahq
kW h Sst*4 6-301 of Aha SRardad 4"CW UVII, (r
J/4' (IS-) M
AM 01557, Method 'C7
Ab 4 35-W
grew s/0ewa/k rCnsfructiwr in DbcAS wile eusfM9
Aka JO a 1,41A?
5 Eat k)ar of bow tmdmw aha fret Ase wwtoWan
ihb bOdS motakM Od be POW A riot k =Mlf set
said epMiu6mt and pabtiwr "alp yayk beR Aha nett
had (1.0' kale/ 4JV AMm sbatMfas- * aw eodi jade of Cyt
Aw is #409
Mae h fah a matmw as trot to +usage a detwb In spa w
Bxr3fM9 trr7ew Alt trial/ be, somv r arta 'emetwed
ar rear first scoring fine of or pryarrd the
Ra olgxemM seta Fill* Fait 10)W &W be eraoiglty stags -7
Far p at pack6w Id6eh pored wear; are shwabd
404.41 CHANNEL PER SECTION "B".
d°slrg SL-tE jp Fhb akaijw mroxartt
PWW)Y mnyacted Pacer
33.50 R
2 AX*ff. for tmht PlIft
• £.gdtb✓tApn,.
Poe and Athga Ad be hstaw le, ataarrlmee go Cts
cutest ASTM tpocfttkn 0-2121. My am i sed r
arhaxlI trat matleft N#M Ase page alms all be caemrM0.ht
xftkt Wft Me po aantt PhW bbaaiq ad *ft shat
mot As seed Air bffd M oamilawav Ibr shape# pod at
btltkliTg traM Aasidd,g shay be "amt #XW to !fid *" the
of Cie An std p wary wwadaat Fw mw ml Cher It
btkstlhq b rtpMwd ADI Osdihq aid haw4dt4 Cas dost be
bates rat to dlfkmbe Ctr pt & Me ramabAitg boatlpl le, Cys
Pow rayed shot be hand pbtant aro ixmwbd h ICs not to
taluerd 0(alum) Akibtdrs BooW motakt dhd be
PWA* eagomw k dptbrgdlte Pylar to #UK,ci#
Tela fa110
shoo caWvfor fmch widths:
of detMar6-s rooked and krnps or sb w awa ft
9?6' (edam) 11 grow weft ad a w be
r. -,. --i^�
' '
'
CI NEATEST
Q1(VittS/OW
TitlP1NG
aASS / BET)DINC
OR SLURRY
1.01(a-%) or Awe
1.0 0.3m tkfQer
0.25 80mm rktdx
1.0 a 3m sup
to .0' .6m
1.0-(0.3m) wider'
0.5'(0 iSm) wldar
bath
2.01(aft) or more
1.5-(a 45M)
both skits
I D'(o.3m) alder
both sides
3 Ba7ttwi M011111110 abate !6e 1100 erre *d bat bee
rx[R wE Sr-2ltsv
of detMar6-s rooked and krnps or sb w awa ft
9?6' (edam) 11 grow weft ad a w be
r. -,. --i^�
' '
'
STANDARD
aA1f , t
I w�rr
pbard h /Tot to eAcedd sae f -I (t.0"A-) (Ada)
w
.....�
TRENCH BACKFILL
a m�
10)" ed eacheach18)w A al' be yew
PROPERTY LINE
t!
II I f
AND COMPACTION
M. SHAW
I by -9ft" lill"IF yJt
Bac'klilf
ai/Mae/ i
3
11PPUGNTC
w.T
G
W
Weakened
'1^rO005r04 JOMI 'Mone ./awy
tb7E URAL AGTEs:
RIGHT OF WAY
r. -,. --i^�
' '
'
E
R AY
,F- -PUBLIC ACCESS EASEMENT
6'rAwnv.
Jtd nae bode
Transportation', current edition.
w
.....�
�--j
I
GEiYERQt xorEs•
PROPERTY LINE
t!
II I f
I ai
�
I
Ap rOrk Snap conform to rear appbcoA* swripm
of Mt S,Oeelficahara
Bac'klilf
ai/Mae/ i
3
E
ngeat IV tele cerverrme of me
srnef
m"""eat Sianaar0 SperOi-
DIPyA of sows manna, if reavNw
bf/wren ✓oMrs }} I of
'I
snot! be, Nrfnaw fe M tAr frefd 4e, tM
5 8
caWvkr, Stare al Cahfornro, OtportrrAwtr of Timis.
r-Atgaltordt Tirxist b71011'r
-�+,.+...i..r,.-..
r aq +'
•
Q EXISTING PUBLIC ACCESS
y mixed ware,
prtwirg gam' aelaha,t,
s Sefecr Mateno/ •
W/01100- ane the /aiA*,wV 4wiar prowtibwss
-s ldM-Namdrrtlf ,
I
r R
EASEMENT404.85
10 rte' preparation shalt at conafrucfe0 tore
to ?rade and
•
o
405.40 TC
Sf-ward Care Return radars
,ho,I e, 20 fart
Crass section, -0 torn omen of
90x to o owl) d D.30 t4ee/
W 404.30 LIP
FS
% Limits of 907
ROIs,
samarawe 0owfrd ear the
City
404.90 FS
405.42 TC
"
STREET SPECInCA77ONS.
J 404.20 FL
�rnpnew
nbr
nrfOC4 shad to fMtitW to ¢lose ma a»ss
STANDARD
404.92 FS
i n;
conform to and be applied in conformance with
mhoas rrlh a /hof fro+nle a,am aAal
M
I IlelArrrnrd
,f
0
404.67 404.
404.93
Transportotian, Standard SpeciBcafians.
1
Q
m STREET LIGHT -,\404.93
FL
FL FL
FS 5.01
t.onarrVe toad be ga"d stvYlr O wAil!-pipt'wMt,d
CITY OF BAKERSFIELD
N
0.6% ONSITE GUTTER
OW49040 m etch- ava.Dte
of file $t19A0f°1e ;oecifeor,atd.
S-6 ,,fJ,
be desiuned using traffic index in accordance
jyq[lic lndgtx "i Net
Westward MOW jams+ show/ of arsfadeo of B
X I vw,
z BUCK OWENS CURB
war
iahrvnrs. EOPMOdw joins MWI Of /MOAW of
7.0 - 8.0 tD
&.5 ar more 2.5
W AND GUTTER
sectians of the specifications entitled
Standard Ssecificationsi State of
tare ntwrM.
'1`4:6" re, AtarAss M R-, and R•2 rmwt,•
STA 17+89.55
S-6" mhFwYYn M off Mfter Sarre+ stat
preformed strops or o abrdl, reafhatf compavnd,
on rirOo cit,susee,r cwt to wad
iifARe rrfdl u ransnuase.
&40-0M5 sh0,l be te0/e0 lb a ~.ftm sem 7e,
y<5'b
rr8` A*/ma 014ernwse &rvcted A the Cay
Joints shall be filled with sortar and neatly
0 33.50 R
404.76
grew s/0ewa/k rCnsfructiwr in DbcAS wile eusfM9
`GDffa-.�
404.26 LIP
FS
Garb^
1
Aecwnon to teases Aa pose.
]C 404.22 FL
B CONSTRUCT RECTANGULAR CONCRETE
Bxr3fM9 trr7ew Alt trial/ be, somv r arta 'emetwed
ar rear first scoring fine of or pryarrd the
I
U STA 17+87.05
404.41 CHANNEL PER SECTION "B".
be constructed as shown.
Ir
33.50 R
A P~ far Mdewo* Cantata (•ffaer one rYCter-
• £.gdtb✓tApn,.
,
Ica 404.27 LIP
strrc.'ion shah Dr Dbtoow hom Me Depwtrhe»l
of Pabfrt )tams and Shap actamp V acts+/ Itmrk
A"'t
" I € Ij
404.23 FL
Of ti6TM C -hill, current edition.
i�
' I t
�
t,u Drag Ataneaakuveae
.......L I
StreH
404.35
1
CONSTRUCT UNDER -------/5.16'
FL
o °
SIDEWALK DRAIN PER CITY OF
Drr,af-s waft ,ear cornernoliaa yYPr sidewar/h aucfi
as $AWWOF# Or mrandm Ing type maybsprrmitred
BAKERSFIELD STANDARD D-20
by
lett oaoroprfofa dasigl proriai-s of Chapter /&W
Of /AIF Asaartitea! Cad,.
"A" DIMENSION = 2.5'
RIGHT OF WAY
"B" DIMENSION = 6'
SCALE: 1" = 10'
PLAN VIEW
$'
20
10 5 0 10
S0 I
typSIDEWALK
I
DETAIL
"A": SIDEWALK UNDERDRAIN WITH
3' RECTANGULAR CONCRETE CHANNEL
-_--
`----
A
B
C D E F
G
W
Weakened
'1^rO005r04 JOMI 'Mone ./awy
tb7E URAL AGTEs:
CAffer,
r. -,. --i^�
' '
'
E
R AY
1
6'rAwnv.
Jtd nae bode
Transportation', current edition.
w
.....�
'?: Setecf MattrOa,
I
GEiYERQt xorEs•
•
t!
II I f
I ai
�
I
Ap rOrk Snap conform to rear appbcoA* swripm
of Mt S,Oeelficahara
Bac'klilf
ai/Mae/ i
3
E
ngeat IV tele cerverrme of me
srnef
m"""eat Sianaar0 SperOi-
DIPyA of sows manna, if reavNw
bf/wren ✓oMrs }} I of
'I
snot! be, Nrfnaw fe M tAr frefd 4e, tM
5 8
caWvkr, Stare al Cahfornro, OtportrrAwtr of Timis.
r-Atgaltordt Tirxist b71011'r
-�+,.+...i..r,.-..
r aq +'
•
q xnai <axre7
zit
y mixed ware,
prtwirg gam' aelaha,t,
s Sefecr Mateno/ •
W/01100- ane the /aiA*,wV 4wiar prowtibwss
-s ldM-Namdrrtlf ,
I
r R
Or 9affK tA0/1 b! Mtfndld fa
10 rte' preparation shalt at conafrucfe0 tore
to ?rade and
•
o
r
Sf-ward Care Return radars
,ho,I e, 20 fart
Crass section, -0 torn omen of
90x to o owl) d D.30 t4ee/
a
c
% Limits of 907
ROIs,
samarawe 0owfrd ear the
City
CO-al"shod Ar c/ou V f3 soctJ add fhad
tour a s -P --am 2-1/r are 5-,/r.
"
STREET SPECInCA77ONS.
g
-y
�rnpnew
nbr
nrfOC4 shad to fMtitW to ¢lose ma a»ss
STANDARD
6.30'x4
"""r✓
i n;
conform to and be applied in conformance with
mhoas rrlh a /hof fro+nle a,am aAal
M
I IlelArrrnrd
,f
PAVEMENT PATCHES
SNA r epsawr.
Transportotian, Standard SpeciBcafians.
'
Aggregate base snail be Cfoss 2 aggregate base
COMBINATION TYPE
t.onarrVe toad be ga"d stvYlr O wAil!-pipt'wMt,d
CITY OF BAKERSFIELD
•
SIDEWALK
OW49040 m etch- ava.Dte
of file $t19A0f°1e ;oecifeor,atd.
S-6 ,,fJ,
be desiuned using traffic index in accordance
jyq[lic lndgtx "i Net
Westward MOW jams+ show/ of arsfadeo of B
X I vw,
bot Mst"a/s and asp -,Son ,aMfS at 60 foot
war
iahrvnrs. EOPMOdw joins MWI Of /MOAW of
7.0 - 8.0 tD
&.5 ar more 2.5
lsen „oK of o sirwArr -d at tall, mats W
sectians of the specifications entitled
Standard Ssecificationsi State of
tare ntwrM.
'1`4:6" re, AtarAss M R-, and R•2 rmwt,•
Expoektiarr MW NAW manna, shad a.UW W
S-6" mhFwYYn M off Mfter Sarre+ stat
preformed strops or o abrdl, reafhatf compavnd,
on rirOo cit,susee,r cwt to wad
iifARe rrfdl u ransnuase.
&40-0M5 sh0,l be te0/e0 lb a ~.ftm sem 7e,
E
i
rr8` A*/ma 014ernwse &rvcted A the Cay
Joints shall be filled with sortar and neatly
EngMrer
'Ex -arorr
grew s/0ewa/k rCnsfructiwr in DbcAS wile eusfM9
`GDffa-.�
s7dawda 3!1,07/ conhum in dimrna;on pod
Nherlever the vertical distance between the,:
Garb^
1
Aecwnon to teases Aa pose.
_
f
,S' /MaxJ--aAerxrf(
Bxr3fM9 trr7ew Alt trial/ be, somv r arta 'emetwed
ar rear first scoring fine of or pryarrd the
I
oey"." ✓oasis ;P.�are
;✓avrr ,
p1arXlee lak7l.
be constructed as shown.
Ir
i
A P~ far Mdewo* Cantata (•ffaer one rYCter-
• £.gdtb✓tApn,.
,
r
• t h{ I
strrc.'ion shah Dr Dbtoow hom Me Depwtrhe»l
of Pabfrt )tams and Shap actamp V acts+/ Itmrk
A"'t
" I € Ij
) i
Of ti6TM C -hill, current edition.
i�
' I t
�
t,u Drag Ataneaakuveae
.......L I
StreH
Arty variance M AnfaA, color, at moMriol from
stondard M/1 regrdn o sprCrot permit from
1
R' -of isay tin/.'
the Cify CMVII
o °
stondard Curb 0~0 rgo"
tAo,y Ee ?D feet unlra,
Drr,af-s waft ,ear cornernoliaa yYPr sidewar/h aucfi
as $AWWOF# Or mrandm Ing type maybsprrmitred
aryrenwir 4yirrc1`r4 ay' tAs
Cal r09-01-
by
lett oaoroprfofa dasigl proriai-s of Chapter /&W
Of /AIF Asaartitea! Cad,.
STANDARD TYPE
Tye,pe war
Cnte
$'
S0 I
typSIDEWALK
I
/4 Mefoot
-_--
`----
-J }
y
TYPICAL SECTION
Bar,di", or n0w=, ranoaldeffeeaa,,-or expended bwr,dings
as sel farm rn CAOptrr 4? 40, Sechon A2.40.010 of
fele edkersfrerd Manicipal Code shall proweeSTANDARD
--
conolete curbs, gurfers ons tidegarkt otcord7rtg
000- Ze fi
IV anis slandard drawing-
Such verba, 9uffHa ane siolMofks sAo1r De 7n Mrs-
-
SIDEWALK
K McDuff
Sante m owe Meir Conafrucfion 9umonrfed Dy
cash, crrhfna check a corporate surely band
f''9
COMB/NAT/ON TYPE
�•
AL Moore
OPPra,'ed eY the C7ry Afforney as 0 condition to
.nn..n
STANDARD TYPE
None
hoa/ approval omd atcebeonce, by tare CAiel
801/0719 rnsiseclor for "empancy n the b,ri,ding
CITY OF BAKERSFIELD
his
ar praperfy,
)
CALIFORNIA
S_3
.".waw
r1'tGIN-ERlhia GtPARTMENT
PROPERTY LWE-
.,r
a
N RING RIE X FLANGED
WATER MAIN
I
-M R7 L RAL 90- ELBOW
FLANGED
6- GArC FLANGED VALVE
M1NtMUM
PLAN VIEW
FRE DEPARTMENT APioROIW
HYDRANT ASSEMBLY
CLOW 850 OR SIMILAR
W rH 4' OUTLET
YF SOX W/
BOTTOM OF FLANGE r° C. O. 8. LIR-SEE
FTNysrfFT GRADE DETAIL w--12,
6' STD.
S REDWOOD
BLOCK
2 PLACES
GY)NCRt7E THRUST BLOCK
PER DETAX W-2 - a ° t
a
a +,n 6" FLANGED GAT?:
VALVE NSTM RISER w '
AND a^ -AP
CONCRETE- THRUST BLOCK
/ VIEW EIryJ PER DETAIL 2.
Pf5p of-ILE
.......
... ..........
WATER RESOURCES DEPARTMENT
CITY OF BAKERSFIELD, CALIFORNIA
FIRE HYDRANT ASSEMBLY
APPROADf PLATE Ma.
M�AGFR--
ER*r,CES QE4s� AR7r1)EP�t syfr.5' - YY 3
QATE RE Y. 1-9-D9
0.50'
0
APPROVED BY: MONTE R SOTO DATE
RCE 74736 (EXP. 12 31/ 7)
APPROVED BY: MAR AN P SHAW DATE
RCE 32178 (EXP. 12/31/2016)
3'
0.50'
G I H
-BAR
iITUDINAL, TYP
REBAR, TYP
ACING 18"
r
K
L
Sow Cat
::s:'C1ost'71"•1s soot/ Povi.Find.; •'Er_s°rr..rQ' '
'Cement .. Pa
Canrrf/1. AaiO l.lylllrM
t.a,Or
DM fire
sea to r n 'r
mo cA
Dd,Orrrl ' f
Pa•n
'!met.
--cr More - "o
f,f repwred)
� t ,
AsNli/l SUPERCEDED -SEE iVEhT SI13
PATCH IN CONCRETE SURFACE
milt
r - _ />E• Saw Cut mow,
fl6kntfdlt
IN ASPI'IALT CC
MORE THAN V iN
1
dn0lr040"' /f "Sia► CW Asea kW kC Fant
Gnotw•
tb7E URAL AGTEs:
',s'.«;••. �vS' - ... All frvrdmont,A,k and moftanalf, taWl
�•Y•. - t r J
a'.T`r�,e..Yt•� : '4� l:"<L .. .�jtaK�a.'� �NA:'s': • ����3"�CtTXK' Ciwt1A'AO to tet m
g • "
r. -,. --i^�
' '
teal Stowdae SaeJront, $tote of
�GYJ'i T+
i I L
3
California, Leoar•traTft of
6'rAwnv.
Jtd nae bode
Transportation', current edition.
t • ' •
Saw 909 at on +paring in aspfMlt
'?: Setecf MattrOa,
cdnrrfse 10,morn Mahed M nwaieitsf
may of
.i: /!f rraRrrdf
mode walm Me .-Crlrt
pofeA oat Spred and rs frody to
I
near, 1hf astngt cancrere swfacmg
Bac'klilf
$aw cats draft br Rede puoflet a w
PATCH IN ASPHALT CONCRETE SURFACE
ngeat IV tele cerverrme of me
srnef
V)
LFI
a
DIPyA of sows manna, if reavNw
i idA
•;�
snot! be, Nrfnaw fe M tAr frefd 4e, tM
5 8
ErrgMefr
r-Atgaltordt Tirxist b71011'r
-�+,.+...i..r,.-..
r aq +'
si asi~ caxrefe road swfacet, 7tamp
a'anCPote sW?gV,, shop Ar
q xnai <axre7
zit
y mixed ware,
prtwirg gam' aelaha,t,
s Sefecr Mateno/ •
Porches less M- '?fere, tram
-s ldM-Namdrrtlf ,
turfrmg panne:, etfgts at POrentrnl,
-k-
Or 9affK tA0/1 b! Mtfndld fa
'
AOchrde Me ^nyNmlaotte itoAOAng alts
-
of -40V pavement.
daetXtl
! j ' „ S1Ml1 T�-
Relative Compaction
'
Af-ft" xvnzA wom owl of j tett at
% Limits of 907
Els smolhrr! aimerrsranc
PATCH IN ROAD MIXED SURFACE
COnCrll
STREET SPECInCA77ONS.
Ri V,SED JUL 189
fie width shalt conform with the requirements
FOG SEAL COAT.- The Fog Seat Coot shall be
STANDARD
6.30'x4
"""r✓
i n;
conform to and be applied in conformance with
Pavement shop be Type 8" Asphalt Concrete
M
meeting the requirements of Section 39 of the
r.
PAVEMENT PATCHES
-70
Transportotian, Standard SpeciBcafians.
•amu
Aggregate base snail be Cfoss 2 aggregate base
the Limits shown in addition compaction shallbe obtained for a mrnimunrs depth "T" below the
cortform;ng to Section 26 of the Standard
Specificatians.
CITY OF BAKERSFIELD
'
l�
CALIFORNIA
S-6 ,,fJ,
be desiuned using traffic index in accordance
jyq[lic lndgtx "i Net
with the provisions of Section 3.J.1.0 of the
f[N6rN[6RtfvO D[PAIeTM[Kr
Subdivision and Engineering Design Manual
5.5 - 6.5 t,5
RESIDENTIAL, LOCAL AND COLLECTOR
Standard Curb and Cutter
ty
r. -,. --i^�
' '
Type B„
�GYJ'i T+
i I L
3
T•"!-1'-'^""=-'•
Asphalt C-oncrele
I of srwI', 8" DrYutd ms,*
_
I
T
T
I ar wall and snaps JronMtr-
a a s C Aa re cte Rose
9
Limits of 959.\��\
! .
3
-tT-
Reffatire Compaction
z
��
V)
LFI
a
Is -^' �. Limits of 909.
i idA
•;�
Relative Compaction
5 8
MAJOR ARTERIAL, MAJOR COLLECTOR
AND COMMERCIAL/INDUSTRIAL STREETS
Standard Curb and Cutter
type 8"
fp• Fra a,ld
Asphalt Concrete
Q
�t
-k-
4 V 4 Aggregate Base
T"
I `
Limits of
tl tt'Aere and aw
I
! j ' „ S1Ml1 T�-
Relative Compaction
'
Class 2P
% Limits of 907
(.
Relative COmpaetian
COnCrll
STREET SPECInCA77ONS.
��
Co<
(14 CQ
fie width shalt conform with the requirements
FOG SEAL COAT.- The Fog Seat Coot shall be
set forth in the City of Bakersfevid Standard
Siren Sections.
applied on at/ new roodway surfocing and shot!
i n;
conform to and be applied in conformance with
Pavement shop be Type 8" Asphalt Concrete
the provisions of Section J7-1 of the Standard
Specifications,
meeting the requirements of Section 39 of the
Stage of Colifomia, Department of
Compaction shatl be obtained for a minimum
Transportotian, Standard SpeciBcafians.
depth of 0,3 -foot below the grading pfone for
Aggregate base snail be Cfoss 2 aggregate base
the Limits shown in addition compaction shallbe obtained for a mrnimunrs depth "T" below the
cortform;ng to Section 26 of the Standard
Specificatians.
finished grade for the hrhits shown. Depth "T"
'
shop be in accordance with the following
NOTE : Structural sections for oat streets molt
fable.
be desiuned using traffic index in accordance
jyq[lic lndgtx "i Net
with the provisions of Section 3.J.1.0 of the
50
Subdivision and Engineering Design Manual
5.5 - 6.5 t,5
Soil test data used re,, the design calculation
7.0 - 8.0 tD
&.5 ar more 2.5
shall be furnished by o soil testing laboratory
sectians of the specifications entitled
Standard Ssecificationsi State of
approved by the City £ngineay.
I
406
F
I A
N 0 P
f q•" ` .� i !
WeaerO wrcan,rrg end 0000 Erg
ty
r. -,. --i^�
' '
afw'!ld M nA
nM 4v r 1Tr n
Y
rn firer AOJv!
"I s
�GYJ'i T+
i I L
3
T•"!-1'-'^""=-'•
�
I of srwI', 8" DrYutd ms,*
-!
I
Q J
I ar wall and snaps JronMtr-
z
Malawi n toad of
f
! .
3
�
Aarar Aerarrs a/ pipes•
vas o
z
Itt`��
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a
((
l
i idA
•;�
w
5 8
wo
W
` ;
fir/I F '
W
fp• Fra a,ld
j
1
�t
Caklr Id!'010 ltwff
m
I `
tl tt'Aere and aw
I
! j ' „ S1Ml1 T�-
l
Class 2P
$Owl m rnarYloAr are
(.
LU
]C
COnCrll
! kff a AVO gravy
��
Co<
(14 CQ
IL .,, 1 E /eyriOVra! blfrlM was! end
----I rS......-..-.-...F rear QrDalrl rBgl's Snap b!,
..' ..,
� I
PyOJMlO smdwn wiM
CDmHrr
i n;
�r
^PLAN
atsNla.
i i •+
s m
t
SECTION
U
AKJrE' P. GC slab nal b to patted
II
'
6€tEW L NOTES,
I:
J
FIJI work shall confory to the applicable
o0
�
2e, Arprfri or pasfFea
sectians of the specifications entitled
Standard Ssecificationsi State of
0
I
California; Lepartsent a� irarlsportatiat",
N
current edition,
E
i
Joints shall be filled with sortar and neatly
W
raked or wiped on inside of pipe.
'
Nherlever the vertical distance between the,:
a
inverts of sewer line connections exceeds _
thirty (38) inches, a drop corelemion $411
�:;"•.
be constructed as shown.
Ir
Aq
Precast reinforced ranttole sections shall be,
I
I
constructed in accordance with the provisions
" I € Ij
Of ti6TM C -hill, current edition.
i�
' I t
�
t,u Drag Ataneaakuveae
SECTION-
JUL .19
STANDARD "'9,,-;a
MANHOLE °--r✓M
T YPE SAI"
SHOWING DROP CONNECTION =iro1<
CITY OF BAKERSFIELD
CALIFORNIA S-7
E7•t I?4"RMG ORPARTMtNT
CW - d
Athamba Fw* Cwfary
A+a A-39PFj Face A*
2.175" x 2175' x 0.375' t4:n&W
(mnm xeftmx lam)
- -- 46.0' (915m) TJp NOTES:
fTOr Lfde
�- - 1. Sdewoll ffals *M dwx to be +sad 0th the
r" wp v w of the any E*Mer.
Bottom of ad Z. Ar cork anal cmyivmi to the oporctAale sK&W Of
---^-
Me iIlad keAvs WNW. 4:10c h"katA�
-----
_ A f 0' --- State of CyalAar fiat DeparfmaAt of TrmspotWia?',
(9 9n) (a.Jm) gaoroksd arrrertt tla4tion
Eypoamsim "amt (T)P,) J AN cotimle sfAah' be doss A' and shat have a
A6V Oft 25' (ff iral to 55' (a 14m).
ELEVA77ON 4 Sjob9mde plipataiar "be.aash,"lied hoe to
P* Wall crass seartkiii,si8t em pactim 0X
of 9
i
5 F-tdsfA�g s shat be sawcat m0 rdnowd at
the fast sxxfag kze at or Oejwtd the pllexted *t
AI eaposad b:rf n of fele sates * aarkrdoAd *W
match the adding art gutter, amd siakrr * sfAt'faes
_ ---------------- fkoa4me 6. EApmsim jlant MermateddShe carssfOf
Faymsrm arts (Tip.) A pW=ad of a drank resdimt compatnd
$ 7 91inaa bw,
A =ata sA•lfh
Lal' (3m) <A <30" (0, t)
8 = Wewo4t' tlydtb
--
-----------------'--- 10= 90'
Ar armerrsiais to be llv vwd by Ory
d At -Met madfw 1km shot he sdb*t to the
tp VWI of aha City Enghewr
PLAN
B 2.0'
6i 0" (a.15m)
(a 6-)
2.5" for 6.0" curb,
4.5" forgo art's E
"Met r in ..' t obaw
Aa"
to 11%) 60' x 60'/ 10. 10 wbfoad oris fabrk
(015%x aM%/10. 10)
SECTION A -•-A
65mm for 915m carp
{" 011m far 9Phn arb
..e Aad1a is 9375' alio. x 4.0" (10yram alio. z too=)
6.0' 4.0' 14.0' 5.0'
TOP OF CHANNEL
405
15% SIDEWALK 404.67 FL
BUCK OWENS GUTTER _
I 404.35 FL 404.41 FL - - - - -
1.5no a - ° c 4
° °
a
404.22 FL ° 4 ° ° a °
404 � a °
ANGLE POINT
ANGLE POINT
a RECTANGULAR CONCRETE
F- ? CHANNEL FLOWLINE @ 1.8%
� LL
R0
403
PROFILE VIEW (ALONG FLOWLINEOF DRAINAGE PATH)
HORIZONTAL SCALE: 1" = 5'
VERTICAL SCALE: 1" = 1'
K L I M
"'2375' x 2.375' x 9375" t4ingl4ted
Stet' mo PWM Andra'
(Sanm x Mm x /am)
Lib Fare
ihETtAktE: D-2oNEv I
406
405
76 FL
404
403
SCALE: 1" = 1' e (� (70 I f1
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