HomeMy WebLinkAbout6.1-1374
NOTE,
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT
OF TRANSPORTATION STANDARD SÆCIFICATIONS, LATEST EDITION, HEREON REFERED TO AS STANDARD SPECIFICATIONS.
THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY
THE CITY ENGINEER
ASPHALT CONCRETE - ASPHALT CONCRETE SHAll BE TYPE 'A' (AR-8000) AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39,
"ASPHALT CONCRETE', OF THE STANDARD SPECIFICATIONS AND THESE SÆCIAL PROVISIONS.
AGGREGATE FOR TYÆ "B' (AR-4000) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS FOR THREE-FOURTH (3/4) INCH
MAXIMUM, MEDIUM GRADING, AS SÆCIFIED IN SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SÆCIFICATIONS.
WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN
SECTION 39-2.02, "AGGREGATE', OF THE STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS,
TAÆRS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED.
ASPHALT CONCRETE TYÆ "A" SHALL HAVE A BITUMINOUS BINDER OF PAVING GRADE ASPHALT OF AR 8000 VISCOSITY
GRADE, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER, AND SHALL CONFORM TO THE REQUIREMENTS
SHOWN IN THE TABLE FOR "STEAM-REFINED PAVING ASPHAL T"IN SECTION 92-1,02, "GRADES", OF THE STANDARD
SPECIFICATIONS.
PRIOR TO COMMENCING WORK ON THE PROJECT, THE CONTRACTOR SHALL PROVIDE TO THE CITY ENGINEER THE
FOLLOWING INFORMATION;
a. THE AGGREGATE AND ASPHALT SOURCE;
b. DOCUMENTATION THAT AGGREGATE CONFORM TO SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS.
MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. THE OTHER
TESTS RESULTS REQIURED IN SECTION 39-2.02, "AGGREGATE" OF THE STANDARD SÆCIFICATIONS SHOULD NOT BE OLDER
THAN ONE (1) YEAR.
c. AN ASPHALT CONCRETE MIX DESIGN DETERMINED BY CALIFORNIA TEST 367. THE LABORATORY TEST RESULTS ON
WHICH THE DESIGN IS BASED SHALL BE INCLUDED FOR REVIEW. THE ASPHALT CONCRETE MIX SHALL ALSO MEET THE
REQUIREMENTS OF SECTION 30-2.02, AGGREGATE, OF THE STANDARD SÆCIFICATIONS. IF THE SUBMITTED DATA
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 ASPHALT BINDER IN THE CONCRETE SHALL BE FOUR AND ONE-HALF ÆRCENT (4.5%) TO FIVE AND EIGHT-TENTHS
ÆRCENT (5.8%) BASED ON THE WEIGHT OF THE DRY AGGREGATE ONLY.
THE ASPHALT CONCRETE SHALL BE COMPACTED SO THAT THE VOID RATIO OF THE COMPLETED MIX IS BETWEEN
SIX ÆRCENT (6%) AND EIGHT PERCENT (8%).
PAVING JOINTS SHALL MATCH STRIÆ LOCATIONS.
IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES,
IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER;
a. ABRASIVE GRINDING WITH EQUIPTMENT UTILIZING DIAMOND BLADES ( WITH FOG SEAL COAT ON THE AREAS
WHICH HAVE BEEN GROUND)
b. REMOVAL AND REPLACEMENT, OR
c. PLACING AN OVERLAY OF ASPHALT CONCRETE THE METHOD WILL BE SELECTED BY THE CITY ENGINEER
THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXÆNSE. IF USED, THE FOG SEAL COAT SHALL
BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER.
IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SÆCIFIED SURFACE TOLERANCES,
ADDITIONAL GRINDING SHALL BE ÆRFORMED AS NECESSARY TO EXTEND THE AREA GROUND IN EACH LATERAL
DIRECTION SO THAT THE LATERAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL TO THE
NEAREST LANE LINE OR PAVEMENT EDGE, AND IN EACH LONGITUDINAL DIRECTION SO THAT THE GRINDING BEGINS
AND ENDS AT LINES NORMAL TO THE PAVEMENT CENTERLINE, WITHIN ANY GROUND AREA. 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 IN SECTION 42-2.02,
'CONSTRUCTlON", OF THE STANDARD SPECIFICATIONS.
WHERE COMPACTED THICKNESS IS 0.15 FOOT OR LESS, HALF WIDTH SURFACING OÆRATION SHALL
BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH DAY'S WORK, THE DISTANCE
BETWEEN THE ENDS OF ADJACENT SURFACED LANES SHALL NOT BE GREATER THAN CAN BE
COMPLETED IN THE FOLLOWING DAY OF NORMAL SURFACING OÆRATIONS. ADDITIONAL ASPHALT
CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE EDGE AT THE ENDS OF EACH LANE, HAND
RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS. KRAFT PAÆR, OR OTHER APPROVED
BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE
CONFORMS WHEN PAVING OÆRATIONS RESUME
",
WHERE THE COMPACTED THICKNESS IS MORE THAN 0.15 FOOT, THE CONTRACTOR SHALL
SCHEDULE HIS PAVING OÆRA TIONS SUCH THAT EACH LAYER OF ASPHALT CONCRETE IS
PLACED ON ALL CONTIGUOUS LANES OF A TRAVELED WAY EACH WORK SHIFT. AT THE
END OF EACH WORK ~IFT, THE DISTANCE BETWEEN THE ENDS OF THE LAYERS OF
ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN TEN (10) FEET.
ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE EDGE AT
THE ENDS OF EACH LANE AND ALONG THE EXPOSED LONGITUDINAL EDGES BETWEEN
ADJACENT LANES, HAND RAKED, AND COMPACTED TO FORM TEMPORARY CONFORMS.
KRAFT PAÆR, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE
CONFORM FEATHERS TO FACILITATE THE REMOVAL OF THE FEATHERS WHEN PAVING
OÆRATIONS RESUME.
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 EXISTING
PAVEMENT SURFACES BEYOND THE LIMITS OF CONSTRUCTION.
A PRIME COAT WILL NOT BE REQUIRED ON SUBGRADE PRIOR TO PLACEMENT OF ASPHALT
CONCRETE.
INTERSECTIONS AND TAÆRED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER
AT ROAD CONNECTIONS AND PRIVATE DRIVES SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY
ENGINEER, ADDITIONAL ASPHALT CONCRETE SURFACING MATERIAL SHALL BE PLACED AND HAND RAKED,
IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS.
THE COMPACTION AFTER ROLLING SHALL BE NINETY-FIVE ÆRCENT (95%) OF THE DENSITY OBTAINED
WITH THE CALIFORNIA KNEADING COMPACTOR PER CALIFORNIA TEST 304.
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 01188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC
STEARATE MAY BE SUBSTITUDED WITH PARAFFIN.
IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED.
IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE
DENSITY IS BELOW NINETY-FIVE PERCENT (95%), BUT ABOVE NINETY-TWO AND NINE-TENTHS
ÆRCENT (92.9%), THE CONTRACTOR WILL BE ADVISED THAT HE IS NOT ATTAINING THE
REQUIRED RELATIVE DENSITY AND THAT HIS MATERIALS, OR PROCEDURES, OR BOTH,
NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OÆRATIONS 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 THE TESTS RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE
DENSITY IS LESS THAN NINETY-THREE PERCENT (93%), THE ASPHALT CONCRETE
REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED.
ARTERIALS & COLLECTORS BASE MATERIAL IN ROADS SHALL BE CRUSHED AGGREGATE BASE (CAB)
CONFORMING TO SECTION 200-2.2 OF THE "GREEN BOOK". BASE MATERIAL IN LOCAL ROADS
SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4
OF THE "GREENBOOK".
ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS-GUTTER, FENCE, ETC.)
THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS
DIRECTED BY THE CITY ENGINEER.
ALL CONCRETE SHALL BE COMPOSED OF CLASS B 5 SACK CEMENT. MINIMUM CEMENT CONTENT
OF 470 LBS1CU. YD. AND A MAXIMUM WATER/CEMENT RATIO OF 0.50.
STANDARDS LISTED ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A
COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND DRAWINGS FOR HIS USE
THE CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS.
ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE OF 61. 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.
5.5' COMB. SIDEWALK
PER COB STD S-3
RIW
SAWCUT AS DIRECTED WEST HALF OF STINE
BY THE CITY ENGINEER I EX,. CURB, GUTTER, SIDEWALK & AC PAVING
20%-3.4% ~-------t--------- ~
~ ------
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RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FORA MINIMUM DEPTH
OF 0.5 FEET BELOW GRADING PLAN 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.
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.
THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB & GUTTER
TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY.
THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE,
PRIOR TO START OF ANY EARTH WORK.
NEW STREET SHALL BE EXTENED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER
TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT.
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 SÆCIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD
SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER.
FRANK A. SLINKARD ENGINEERING AND SURVEYING SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES TO, OR USES OF, THESE PLANS.
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 BACK CHARGED TO THE CONTRACTOR.
IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANTS PLANS, DRAWINGS OR OTHER
DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT. CLIENT AGREES TO HOLD CONSULTANT
HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS,
DRAWINGS OR OTHER DOCUMENTS.
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT
SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE
IN THE CITY RIGHT-OF-WAY.
IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION., IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FUTHER WORK.
IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS
OR FINDS DISCREPANCES 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.
GENERAL NOTES
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY ÆRMITS BEFORE START OF CONSTRUCTION.
A PERMIT SHALL BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE
DONE IN THE CITY STREET RIGHT OF WAY.
2. THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND PIÆLlNES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES AND UNDERGROUND PIÆLlNES BEFORE COMMENCING WORK. HE AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS
FAILURE TO EXACTLY LOCATE, PERSERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES
AND PIÆLlNES.
3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND
COMPACTED ÆR CITY STD. DETAIL ST-22.
4. THE CONTRACTOR SHALL REMOVE OR REPLACE ALL OBSTRUCTIONS WITHIN THESTREET
RIGHT OF WAY AS DIRECTED BY THE CITY ENGINEER.
5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING
THE SAFTY OF ALL ÆRSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND,
INDEMINIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND
STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SÆCIFICATIONS.
7.24 HOUR NOTICE SHALL BE REQUIRED FOR TESTING AND INSPECTION, 326-3049.
8. ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER AND
SHALL BE PROVIDED BY A SOILS ENGINEER. NUMBER AND LOCATION OF THE COMPACTION
TESTS SHALL BE DETERMINED BY THE CITY ENGINEER OR HIS AUTHORIZED AGENT.
9. THE ENGINEER HAS MADE A DILIGENT SEARCH OF RECORDS, CONTACTED UTILITY COMPANIES
AND OTHERWISE ENDEAVORED TO INDICATE ON THE DRAWINGS ALL UTILITIES WHICH EXIST
WITHIN THE LIMITS OF THE WORK OF THIS PROJECT. HOWEVER THE ENGINEER MAKES NO
GUARANTEE THAT ALL FACILITIES HAVE BEEN SHOWN ON THE PLANS, SINCE THE LOCATIONS
AND DESCRIPTIONS WERE NOT ALL OBTAINED FROM ACTUAL FIELD SURVEYS AND SOME
UNDERGROUND FACILITIES MAY NOT SHOW UP IN THE RECORDS. THE CONTRACTOR SHALL
CONTACT THE OWNERS OF THE UNDERGROUND FACILITIES AND ALL UTILlTlY COMPANIES
REQUESTING THEY LOCATE AND MARK THEIR FACILITIES PRIOR TO BEGINNING WORK.
PRIOR TO DELIVERY OF ANY MATERIALS OR BEGINNING OF ANY EXCAVATION AND PRIOR TO
BRINGING ANY CREWS OR EQUIPTMENT ON THE JOB, THE CONTRACTOR SHALL EXPOSE
AND CONFIRM THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES AND REPORT
TO THE ENGINEER SAID LOCATIONS AND ANY POSSIBLE CONFLICT WITH THE WORK
TO BE PREFORMED. THE ENGINEER SHALL THEN DETERMINE IF ANY REVISIONS TO
THE DESIGN ARE REQUIRED AND PREPARE ANY NECESSARY REVISIONS TO THE
PLANS PRIOR TO THE CONTRACTOR PROCEEDING WITH ANY WORK ON OR AROUND
THE AFFECTED LINE OR LINES. NO EXTRA COMPENSATION WILL BE ALLOWED FOR
EXTRA COSTS INCURRED DUE TO CONTRACTORS FAILURE TO STRICTLY FOLLOW
THIS PROCEDURE.
10. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING U.S.A. AT LEAST 48 HOURS
PRIOR TO EXCAVATING. (1~-227-2600)
11. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT
FOR ANY WORK ÆRFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED
BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK
PERFORMED WITHIN THE RIGHT- OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO
ISSUANCE OF A ÆRMIT.
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EAST HALF STINE ROAD
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VARIES AS DIRECTED BY
THE CITY ENGINEER
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STINE ROAD SECTION
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BAKERSFIELD, CALIFORNIA
S.P.R. NO. - 04-0615
ABBREVIATIONS
FC FINISH CONC. GRADE
FG FINISH GRADE
COB- CITY OF BAKERSFIELD
AB- AGGREGATE BASE
AG- ASPHAL T CONCRETE
BM- BENCH MARK
TBM- TEMPORARY BENCH MARK
EP- EDGE OF PAVEMENT
EX- EXISTING
FF- FINISH FLOOR
LP- LIGHT POLE
LS- LANDSCAPING
FH- FIRE HYDRANT
FL- FLOWLINE
GB- GRADE BREAK
HC- HANDICAPPED
IP- IRON PIPE
MH- MANHOLE
NTS- NOT TO SCALE
OG- ORIGINAL GRADE
PP- POWER POLE
TC- TOP OF CURB
CONG- CONCRETE
CB- CATCH BASIN
PUE- PUBLIC UTILITY EASEMENT
TP- TOP OF PAVING
WV- WATER VALVE
GV- GAS VALVE
BW- BACK OF WALK
SO- STORMDRAIN
TW- TOP OF WALL
TF- TOP OF FOOTING
-- DRAINAGE DIRECTION
BASIS OF BEARINGS
THE WEST LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST
QUARTER OF SECTION 26, 30/27, MOM (ALSO BEING THE CENTERLINE OF
STINE ROAD) SHOWN AS N 00°34'45" E ON RECORD OF SURVEY FILED IN
BOOK 21, PAGE 116, IN THE OFFICE OF THE KERN COUNTY RECORDER,
WAS USED AS THE BASIS OF BEARING FOR THIS SURVEY
BENCH MARK DATA
THE ELEVATIONS ON THIS SURVEY ARE ON THE NGVD '29 DATUM BASED
ON TIES TO THE FOLLOWING CITY OF BAKERSFIELD BENCH MARK(S),
SHOWN IN FIELD BOOK 009L, PAGE 62.
1. TOP OF MONUMENT (NW CORNER SECTION 26) IN THE INTERSECTION OF
PANAMA LANE AND STINE ROAD) - ELEVATION = 361.37'
CITY DATUM
2. CHISLED "0' !N THE TOP OF CURB NEAR THE WEST END OF THE
SOUTHWEST CURB RETURN AT THE INTERSECTION OF PANAMA LANE
AND STINE ROAD - CITY DATUM, ELEVATION = 360.94'.
EXISTING GRADE
LEGAL DESCRIPTION
BEING A SURVEY OF THE SOUTHWEST QUARTER OF THE NORTHWEST
QUARTER OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP
30 SOUTH, RANGE 21 EAST, MOUNT
DIABLO MERIDIAN. EXCEPT THE SOUTHERLY 135' (ARVIN- EDISON CANAL).
APN - 515-030-2
CITY OF BAKERSFIELD STANDARD LIST
98.00
~~ PROPOSED GRADE
UNDERGROUND UTILITIES
(PLAN LOCATIONS ARE APPROXIMATE ONLY)
- S -SANITARY SEWER LINE
- W -WATER LINE
- G -GAS LINE
-- E ---ELECTRICAL CONDUITS
- T --TELEPHONE CONDUITS OR
W.C.R.- WHEEL CHAIR RAMP [&41]
Ie STD. CITY MONUMENT [S-29]
--<2>- STD. CITY LIGHT 9500 LUMENS [S-31)
LIST OF QUANTITIES
EXCAVATION 1,830 CY
PA VING -------- 270 TONS
BASE 600 CY
COMB. 5.5' SIDEWALK ---- 2294 SF
SA WCUT 557 LF
CURB & GUTIER 523 LF
HC RAMPS 8 CY
1. CURB AND GUTTER, S-1
2. COMBINATION SIDEWALK, S-3
3. HANDICAP RAMP, S-41
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SPR NO. - 04-0615
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PUBLIC WOR~ DIRECTOR, CITY OF BAKERSFIELD DATE
RAUL M. ROJAS RCE 39880 EXP. DATE 12/31105
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REVIEW BY; ~~R
CITY OF BAKERSFIELD
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BY; ASSISTANT PUBLIC WORKS DIRECTOR
CITY OF BAKERSFIELD
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ENGINEERS STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY
DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE
CITY OF BAKERSFIELD ORDINANCE, STANDARDS AND DESIGN CRITERIA, AND INCLUDE
ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW
BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES,
STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE
CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITIED
TO THE CITY ENGINEER.
DATE 6/04
.JOB NO 758-04-1
JERRY L.HENDRICKS RCE 34789
EXP, 9/30/05
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----------------------------------
-----------
FOUND CITY OF BAKERSFIELD
CL ROAD MONUMENT
BRASS CAP IN LAMPHOLE
SW PROPERTY CORNER
FOUND COTION PICKER SPINDLE
& LS 5804 ALUM. WASHER IN AC PVMT.
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362.45 TP
134.991
BIKE LANE MARKING
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OVERHEAD POWERUNE - TYPICAL
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L= 31.52'
T= 20.10'
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RELOCATE PP & UNES
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NOTE,
1. ARTERIALS & COLLECTORS BASE MATERIAL IN ROADS SHALL BE
CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION
200-2.2 OF THE "GREEN BOOK". BASE MATERIAL IN LOCAL ROADS
SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB)
CONFORMING TO SECTION 200-2.4 OF THE "GREEN BOOK",
1+00
----
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NW CORNER SECTION 26, 30127
& CL ROAD MONUMENT
CITY OF BAKERSFIElD
BRASS CAP IN LAMPHOLE
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