HomeMy WebLinkAbout6.1-1697DIAL TOLL FREE
1-800-227-260
227' 2600'
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT, OF "CALIFORNIA
THE ENGINEER HAS MADE A DILIGENT SEARCH. OF RECORDS,, CONTACTED
UTILITY COMPANIES AND -0 E ENDEAVORED TO INDICATE ON ME
DRAWINGS ALL UTILITIES WHICH EXIST WITHIN THE LIMITS OF THE WORK
OF THIS PROJECT. HOWEVER, SINCE THE LOCATIONS AND DESCRIPTIONS
WERE NOT ALL OBTAINED FROM ACTUAL FIELD SURVEYS, THE ENGINEER
DOES. - NOT ASSUME.. RESPONSIBILITY FOR. ERRORS. OR.. OMISSIONS- THE..
CONTRACTOR... SHALL_ CO`N-TACT. Tom_ OWNERS OF THE- UNDERGROUND
FACILITIES AND REQUEST THEY LOCATE AND MARK ON THE GROUND
THEIR FACILITIES PRIOR TO BEGINNING WORK. PRIOR TO DELIVERY OF
ANY MATERIALS OR BEGINNING EXCAVATION FOR ANY CONSTRUCTION
INCLUDING BUT NOT LIMITED. TO SEWER- LINES, WATER LINES, STORM.
DRAINS, STREETS; ETC. AND: PRIOR TO - BRINGING- ANY ADDITIONAL MEN
OR EQUIPMENT ON THE JOB, THE CONTRACTOR SHALL EXPOSE AND
CONFIRM THE EXACT LOCATION AND ANY POSSIBLE CONFLICT WITH THE
WORK TO BE PERFORMED. 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 THE CONTRACTOR'S. FAILURE TO STRICTLY FOLLOW
THIS*- PROCEDURE:
IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
THE CONTRACTOR SHALL ASSUME, SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF
THE PROJECT, INCLUDING SAFETY OF ALL PERSONSAND PROPERTY;
THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO
NORMAL WOREING HOURS. 'CONTRACTOR SHALL DEFEND, INDEMNIFY AND
HOLD THE DESIGN PROFESSIONAL(S) HARMLESS FROM ANY AND ALL
LIABILITY,. REAL. OR., ALLEGED,, IN. CONNE.C.TION. WIT11. THE... PERFORMANCE.
OF WORK ON THIS PROJECT, EXCEPTING IJA )ILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL(S).
NOTE
A. PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR
THIS PROJECT. CONTACT THE CONSTRU- CTION DIVISION AT
,(661)326-3106,OR0661) 326-4049 AT LEAST 111 WORKING DAYS
PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP
AN APPOINTMENT FOR THE PRE -CONSTRUCTION CONFERENCE.
SHEET INDEX
SHEET I - COVER SHEET
SHEET 2 - STANDARD NOTES
SHEET 3 - STANDARD DETAILS
SHEET 4 - SO. UNION AVENUE (PLANAND PROFILE)
S]fE-ET'-5--'---SO. UN-IONAVENUE (STREET CROSS SECTIONS)
STREET AND MEDIAN MATERIALS
SOUTH.,
UNION AVE
EARTHWORK
MEDIAN
179- YDS3
STREET
677 YDS3
IMPORT
406 YDS3
DEMOLMON
MEDIAN„ '
39225SF
MEDIAN CURB
285 LF
CONCRETE
26 NOVEMBER 2007
MEDIAN TYPE limil
300 LF
SIDEWALK, (5)'
1,500r -FT 2
Cc" & GUTTM
446'LF-
H.C. RAMPS
4 E
CROSS GUTTER (TYPE "Alf)
I EA
STREET
A.C. PAVEMENT (0.45)
500 "TONS
A.B. (CLII - 0.51)
554 YDS3
PAINTING
ff TV
STRIPING
150 LF
.-SAW-CUT-
A.C. (EXISTING)
290 LF
BENCHMARK: 377.41
TOP M -.H,. RING, 67.75. FEET T EAST AND
37.-00 FEET -SOUTH OF THE NECOR'OF
SECTION 18, T.30S., R.28E. - PER.C.O.B.
BASIS. OF BEARINGS.
THE BEARING NORTH 89053'23" EAST SHOWN
FOR THE NORTH LINE OF THE NORTHEAST
QUARTER OF SECTION 18, T.30S., R.28E., M.D.M.,
ON PARCEL MAP NO. 4541, RECORDED IN BOOK
20.) OF PARCEL MAPS, AT PAGE 111, IN THE
OFFICE OF THE KERN COUNTY RECORDER,
STATE OF CALIFORNIA, WAS USED AS THE
BASIS OF'REARING, S. ON THIS, At"..
W
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VICINITY MAP
NTS -
LEGAL DESCRIPTION
PARCEL- 1: APN 025-030-11
THAT -PORTION OF LOT 2 IN'SECTION 18, TOWNSHIP 30 SOUTH, RANGE 28 EAST,
MOUNT DIABLO MERIDIAN, IN THE COUNTY OF KERN, STATE OF CALIFORNIA,
ACCORDING TO THE KERN COUNTY SALES MAP NO. 1 OF LANDS OF J.B. HAGGIN
FILED MAY 3,4889 IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY,
]DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE EAST LINE OF SAID LOT, DISTANT ALONG SAID
EAST LINE 208.71 FEET SOUTH OF THE NORTHEAST CORNER OF SAID LOT, AND
BEING A POINT IN. THE WESTERLY LINE OF UNION, AVENUE;- RUNNING. THENCE
WEST' A-TRIGHT A,NGL,E--S-TO-T-HEEAST LINE OF- S-A-ID-,LO-T-.)ADISTANCE OF- 208i7I -
FEET; THENCE AT RIGHT ANGLES EAST 208.71 FEET TO THE EAST LINE OF SAID
LOT; THEN NORTH ALONG EAST LINE OF SAID LOT., 208.71 FEET TO THE POINT OF
BEGINNING.
PARCEL 2: APN 025-030-14 AND 15
THE SOUTH 243.35 FEET OF LOT 2 IN SECTION 18, TOWNSHIP 30 SOUTH, RANGE 28
EAST., MOUNT DIABLO MERIDIAN, IN. THE COUNTY- OF KERN, STATE OF.
CALIFORNIA, ACCORDING TO 'THE ]KERN COUNTY SALES MAP NO. 1 OF LANDS OF
J.B. HAGGIN, FILED MARCH 16, 1889 IN THE OFFICE OF THE COUNTY RECORDER
OF SAID COUNTY;
EXCEPTING THEREFROM THAT PORTION THEREOF WHICHMES SOUTHERLY
AND WESTERLY OF THE SOUTHWESTERLY LINE OF THE PROPERTY CONVEYED
TO THE COUNTY OF KERN, FOR ROAD PURPOSES, RECORDED MAY 179 1939 IN
BOOK 836., PAGE 375 AND HEREINAFTER REFERRED TO.
PARCEL 3: APN 025-030-10
THAT PORTION OF LOT 2 IN SECTION 18., TOWNSHIP 30 SOUTH, RANGE 28 EAST,
MOUNT DIABLO MERIDIAN., IN THE COUNTY OF KERN.. STATE OF CALIFORNIA..
ACCORDING TO THE KERN COUNTY SALES MAP NO. I OF LANDS OF J.B. HAGGIN
FILED MAY 39 1889 IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY,
DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT -ONTHE NORTH LINE 'OF SAID LOT'2, WHICH IS DISTANT
417.42 FEET WEST OF THE NORTHEAST CORNER OF SAID LOT, SAID NORTHEAST
CORNER BEING A POINT IN THE WEST LINE Of UNION AVENUE, AS SHOWN UPON
SAID MAP; THENCE SOUTH, PARALLEL WITH THE EAST LINE OF SAID LOT 208.71
FEET TO -A POINT--— THENCE EAST, PARALLEL WITH- THE NORTH LINE OF. SAID,
LOT9-208.*71 FEET;'THENCE *SOUTH, PARALLEL WITHTHE EAST LINE OF, SAID LOT,
9
208.71 FEET; THENCE WEST, PARALLEL WITH THE SOUTH LINE OF SAID LOT,
1053.34 FEET, MORE OR LESS, TO A POINT ON THE WEST LINE OF SAID LOT;
THENCE NORTH,, ALONG- THE WEST LINE OF SAIDLOT, 417.16 FEET, MORE OR
LESS TO THE NORTHWEST CORNER OF -SAID LOT; - ENCE EAST ALONG -1
NORTH LINE OF, SAID LOT, 844.83 FEET, MORE OR LESS,, TO THE POINT OF
BEGINNING.
EXCEPTING THEREFROM THAT PORTION THEREOF WHICH LIES SOUTHERLY
AND WESTERLY OF THE SOUTHWESTERLY LINE OF THE PROPERTY CONVEYED
TO THE COUNTY OF KERN, FOR ROAD PURPOSES, RECORDED MAY 179 1939 IN
BOOK 836, PAGE 375 AND HEREINAFTER REFERED TO.
I -
NOTE
ROAD EASEMENT DEDICATED TO THE CITY OF BAKERSFIELD
PER DOCUMENT No. 000216052552
s�-
zi,
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
R.C.E. NO. 61069 EXP. 12-31-18
REVIEWED BY: ASST. PUBLIC WORKS DIRECTOR DATE
573 f
REVIEWED BY: TRAFFIC ENGINEER DATE
ENGINEER'S CERTIFICATE
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA.) AND
THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY
AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS
AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES,
STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING
CONSTRUCTION.
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NO, 60960,
EXP. 12/31/16
civiv DATE CURTIS M. SKAGG S RCE 60960 EXP. 12-31-16
6.1-1697
City Records No.
SASUPERIOR CONSTRUCtION CO\PM 11554 -(LE) V- AG
REVISION
"I
BY
11
JAN 2007
RDN
12
JULY 2007
RDN
11
SEPT 2007
RDN
26 NOVEMBER 2007
RDN
7 MARCH 2008
'RDN
24
SEPT 2015.
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SCALE'
NTS
FILE
JOB NO.
SHEET
OF
5
SHEETS
GENERAL NOTES AND CONDITIONS
1. NO CITY INSPECTIONS WILL BE GIVEN FOR. THE. WORK IN THIS AREA UNTIL k SUBDIVISION PERMIT WITH APPROPRIATE.
-SECURITY AND INSURANCE HAS BEEN OBTAINED.
2. COMPACTION TEST NOTE - 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.
5. 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 PLAN SHALL BE SUBMITTED TO THE
,.CITY FOR, -APPROVAL. 1.0 DAYS PRIOR TO -PAVING..
6. STREETLIGHT LUMINARIES ARE TO BE 'LED' AS SPECIFIED IN, COB SPECIAL PROVISIONS SECTION SP7-86.01 OR AN
EQUIVALENT A.S.APPROVED BY CITY ENGINEER.
.7. ANY ITEMS IN. PUBLIC RIGHT -GF -WAY THAT .ARE -DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC
WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER.
8. 48 HOUR INSPECTION NOTICE PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY; CONSTRUCTION
INSPECTION SECTION 'SHALL BE GIVEN AT LEAST 48 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049.
9. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) 1-800-227-2600 AND THE CITY OF BAKERSFIELD
DEPARTMENT OF PUBLIC WORKS AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. TO MARK
THE LOCATIONS OF EXISTING UTILITY LINES.
10.. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START' OF CONSTRUCTION. A 'PERMIT SHALL BE OBTAINED
FROM THE CITY FOR ALL WORK TO BE PERFORMED IN CITY RIGHT-OF-WAY.
11. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES SHOWN ON'THESE PLANS ARE APPROXIMATE ONLY.
THE CONTRACTOR SHAU DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES
BEFORE COMMENCING WORK. CONTRACTOR ASSUMES ALL LIABILITY FOR ANY AND ALL DAMAGES TO EXISTING 'UTILITIES
OCCASIONED BY HIS, FAILURE TO EXACTLY LOCATE, PRESERVE, AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND
PIPELINES.
12. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING
THE' COURSE* OF CONSTRUCTION' OF THIS PROJECT, INCLUDING THE SAFETY" OF ALL 'PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR
SHALL DEFEND,. INDEMNIFY, AND HOLD THE DEVELOPER, ENGINEER, AND THE CITY 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 -DEVELOPER, ENGINEER, OR CITY.
13. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF BAKERSFIELD SUBDIVISION AND
DEVELOPMENT STANDARDS, THE RECOMMENDATIONS CONTAINED IN THE PRELIMINARY SOILS REPORT FOR THE
DEVELOPMENT, AND AS. DIRECTED BY THE CITY ENGINEER.
14.. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH "AS -BUILT" PLANS UPON' COMPLETION OF THE WORK. THE COST'
THEREOF SHALL BE PAID BY THE CONTRACTOR. NO BUILDING PERMIT WILL BE ISSUED BY THE CITY OF BAKERSFIELD
UNTIL SUCH A, TIME AS THE FINISHED GRADING HAS BEEN CERTIFIED BY THE ENGINEER AND "AS -BUILT" PLANS
SUBMITTED TO THE CITY OF BAKERSFIELD BUILDING DEPARTMENT.
15'.' APPROVAL OF THESE PLANS' DOES NOT RELIEVE THE DEVELOPER OF RESPONSIBILITY* FOR CORRECTION OF "MISTAKES,
ERRORS OR OMISSIONS BY SAME. IF DURING THE COURSE OF CONSTRUCTION OF THESE, IMPROVEMENTS, PUBLIC
INTEREST REQUIRES A MODIFICATION OR DEPARTURE FROM THE CITY'S SPECIFICATIONS, DETAILS, OR THESE
IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE AUTHORITY TO REQUIRE IN WRITING SUCH MODIFICATION OR
'DEPARTURE AND SPECIFY THE MANNER! IN WHICH THE SAME IS DONE.
16. 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 APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY
AND IN " UAAXC9 AS REQUIRED _UIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
17. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM
WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER
2GI0-00,14-DWQ AND ORDER 2012-O0GS-D.WQ): MUST BE FILED: WITH THE STATE WATER RESOURCES CONTROL. BOARD IN
SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT
REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT,
AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE
-IDENTIFICATION (W -DID) -NUMBER 5F15C374838 HAS BEEN ISSUED' BY THE STATE WATER � RESOURCES - BOARD'' FOR THIS.
PROJECT.
18. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING
NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF
-CALIFORNIA DEPARTMENT' OF" TRANSPORTATION'S "MANUAL OY TRAFFIC' CONTROL FOR CONSTRUCTION" AND MAINTENANCE"
WORK ZONES" AND CITY STANDARDS. ONE 'LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES.
THE ' CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START
OF ANY CONSTRUCTION. NOT STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL
SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER.
STREET IMPROVEMENT NOTES
19_ THE.- FOUD-WING- CITY, OF BAKERSFIELD STANDARDS. SHALL. BE. CONSIDERED. PART. OF THESE. PIANS:- ST -L. ST. -a.. ST--9.,,B1.-14ST-17s, ST -18-S, T -8.s, T-9, T-17... T-19
20. PAVING SHALL BE:
SO:. UNION AVENUE.: 0.45.' TYPE. B. ASPHALT CONCRETE OVER
.-G * -50-' AGGREGATE, BASE -OVER
1.0' O.G.
O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY
PER C.O.B STD ST -9
21. INSTALL TYPE "B:" CURB- AND GUTTER-, PER, C.D.-B. 'STANDARDS, ON ALL *STREETS- UNLESS -OTHERWISE NOTED-.
22. INSTALL 5.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED.
23'. INSTALL HANDICAP RAMPS- PER CALTRANS STANDARD PLAN" RSP 4884-
24.
ffak24. WARNING/REGULATORY SIGNS: SIGN PANALS SHALL BE MOUNTED ON POSTS WITHHAWKINS. M2G SERIES BOLT AND
VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED .PER STD T-19 SHALL BE LOCATED WITH
SIDEWALK 61" FROM BACK.
25. INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL BE IN ACCORDANCE WITH C.O.B. STD
ST -14.
INSTALL #3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.&E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A
GRAVEL. BED. A. MINIMUM..OF B." THICK- IN ACCORDANCE- WITH.- C.0 -B... STD. -ST-14
26. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE
BASE (CL Il AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, ,NO
RECYCLED- OR. RECLAIMED MATERIAL - WILL-. BE - ALLOWED. BASE - MATERIAL IN-, LOCAL. ROADS, SHALL - BE EITHER.- CL.- 11 AB- OR
-CRUSHED, MISCELLANEOUS BASE -(CMB-) CGNFORMING� TO SECTION -200-2.4 OF THE GREENBOOK.
AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS. THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE
GRADED, TO WITHIN-- THE CITY TOLERANCES- AND- COMPACTED— TO 95% OF THE MAXIMUM- DRY DENSITY IN ACCORDANCE
WITH ASTM D-1557.
27. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH
THE CONTRACT PLANS, CITY REQUIREMENTS AN STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN
THE CITY TOLERANCES - AND - COMPACTED- TO: 95% OF THE MAXIMUM- DRY DENSITY IN ACCORDANCE WITH ASTM - D-1557.
A.C. PAVING TESTING NOTES
1. ASPHALT CONCRETE - 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 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 SPECIFICATIONS FOR 3/4"
MAXIMUM, MEDIUM GRADING.
3. ASPHALT BINDER- FOR. TYPE. A .(MODIFIED) ASPHALT -CONCRETE. SHALL. BE PG .64-10. PERFORMANCE -GRADED ASPHALT, -UNLESS
OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR 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 "STEAM - REFINED PAVING ASPHALTS" IN SECTION 92-1.02, "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 FOURTEEN -(14) -DAYS PRIOR. TO -THE START OF WORK, THE CONTRACTORSHALL -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 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 METHOD - 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 SHALL 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 SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE 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 SHALL BE 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 THE 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 SRALL 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 COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT,, PAVING OPERATIONS SHALL BE
CONDUCTED IN SUCH A MANNER THAT TRY LAYER OF ASPHALT CONCRETE F TE 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. 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- HE PLACED UNDER- THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS'WHEN
PAVING OPERATIONS RESUME.
13. ASPHALT CONCRETE SHALL BE COMPACTED TOA MINIMUM NINETY-TWO PERCENT (92%) OF THE MAXIMUM THEORETICAL DENSITY AS
DETERMINED.. BY ASTM. D2041... 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 NINETY-TWO PERCENT (92%) OR GREATER THAN
NINETY-FOUR PERCENT (94%) 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, S -HALL 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
NINETY PERCENT (90%)- OR MORE THAN NINETY-SIX PERCENT (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. AM 011013 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING., ZINC $TWATE MAY BE SUBSTITUTED WITH
PARAFFIN.
C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED.
1.7.. IF THE FINISHED SURME OF THE ASPHALT CONCRETE DOES NOT MEET ' THE SPECIFIED SURFACE TOLEWCES, IT $KAU 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 ENGINEER. THE
CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE.
18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SUR -FACE 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 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 REJUVENATING AGENT OR ASPHALTIC EMULSION AS -DIRECTED BY THE CITY ENGINEER.
19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE (CAB) CONFORMING TO SECTION 200-2.2 OF THE,
"GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR 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 RASE, CEMENT TREATED 'BASE OR A COMBINATION- OF THESE MATERIALS..
OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY
DENSITY.
20. 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 THE
FOLLOWING:
A. WHEN ASPHALT 'CONCRETE OR ASPHALT CON -CRETE 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.
B. WHEN THE 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 THEGRADK ESTABLISHED. THE,
ENGINEER.
ALTERNATE LOCATION TO BE
USED WHEN THE SIDEWALK
EXTENDS FROM THE CURB j
TO THE PROPERTY LINE$
PARTICULARLY IN COMMERCIAL
AREAS.
tow
it v
op., mm. mos CW
*f90W COUMV. CAUPORMA
Cal iron of
0001. M with
set sae". --%
N
TYPE B.S.S.
27 GALVANIZED PIPE.
AS OCR AMERICAN- PENCE CO.
8" MIN.
-CLASS low* PC.C.
ESS/
S) M.
LO
.Q>
NO. 60960 rn
D(P. 12/31/16
XC 1v1\1
MISCEPILLA NEGUS "s -16N.
DIETAIL.
CITY OF BAKERSFIELD
CALIFORNIA
046INFARING
a-ML1.411
6.1-1697
REVISION
Alternate.. fieldcast.
GENERAL NOTES:
foundation. Class 8
JAN 20017
concrete placed
2*-6WO'
against undisturbed
soil.
0 or 0
RDN
11
Al wank shill coatom to the appkable, sections of the specifications
RDN
26 NOVEMBER 2007
RDN
oft0w *Stom4W4 5peti6coliams. Stott of Witor". emmess am
SEPT 2015
CMM
7"im"ariation Apocy. Department of Trw4partation*. cument edition.
STC
and then s provimorm
Luminaire *0 toe' cobra Iveat -41w trigs pressure aotiingn vapor- *ft
Toe IV photadectric ceg and a ballost attich orokles 55 vdts to
om kft. A Type rV robacter *4 be mail at intowtim and a
Type 0 two-way t4 be used at mid -Mock localim Lm *d be
gko or 001paitioxft Ooft. 04 " be 100 watts (2W4 Wmen)
on major streets and .70.watts (sw Onto) on Wcd sintets
-Steel �jpk . most -im And arm comm:60 #0 -conlom to State
stm*i* for Twe 15 wkg stmwd wft v awe arm ciewete
12*
or dwninm Vales may do be mord. %bft WwAmtim for
CB Z m
I I/e
PW bm *4 be fa 3�1/2 anif " ba, WAW within V of the
ww(o
==%"W %0 with. t1w, siifmalk. GroW. (3/4 marc.).
IuWv
:3
w
to #W bat for *dmp (in d"). Pull
< >Uo
on.,
bas comar - v~.1W_.i641vW d. "..Anittlia 'Po. -box -
I
Cf) _j (no
shah be puma concrete.
. .
it Ir wx fat
(D
- v -W
4" fivin 9* 0 a"" so tft % Vie 00 box at ft
O 0 Elv;
bew of the poft " be #10 a" *W at *an" copper. Ra
BAS E PLATE DETAIL
vifty company *4 be NOW POW W a* a "Welantolift "
Wain the Woe box.
==m"W"to be
tm MAN** " ff folk som or
*0" toper VMW *op from the utift Mq" WON box
to t1w Wnmairo Ad not acted 5X MW at Do uMy cot "I
serndoe box *44 be 120 V. (240 V. nvoy be used in certain circon-
4" x 6 1/2" Handhole and cow
OVOW4
stamm **ject to theawavai of the rad
*ire fran ft Wnnft tootgrooWbiq tad *48 be 0 bar&
with I 4 x 1 1/2" reinforcement
cow An io-lime fim In fm vnqr=WW condudar or coubctors
ring weld to outside of hale.
*My ana'a Ilr'# x IV Wq caper or caper clod grounding
-rod ShO IWAOC": -im. timpAlft
1/2' 13 14C grounding nut welded
Spices in tM pA box " be toped mmf waterproofed with an
�
to inside of pole opposite
app"m dectrw coating.
handhole.
COM dial be I Ilf n*ftm dmwdw seem nae 40 dod ma -
12" x, 12" x tw Base plot* (see
metft can" ecalainft to UL Standard M 651.- OWWW1
M 0O
detoll above).
hilae o ow at fr. S*Wkr be we #40
oe
the typo of pals sol- ad "t-1 1.r cw4A Mo; to the
4 ASTM A-307 anchor bolts.
Wnivd of go City Engines.
1" x 36" X 4" with hex out,
G*mize AM P* and most arm after cutft ftWhq. and
leveling nut, and 2 washers
wd&V in camfennance *0 ASIM A 123 Ga WAN ON ren wd*
for each bolt.
park induft "dw Wts, in elan once with ASPA A. 153
4mut -under bow after.: vermq-"
j-
P.L
P.L
1 1/2" Cont with IC
L
rags-bond.
PLAL Box
WALL
Class 8 non-reWorced
DRAWN
precast foundation.
CHECKED
mommmmm=j
Compact backfill.. to 9074.
TYPICAL
LOCATION DETAIL
2• -Cr
'*lot!" COMPOctiOn Or
1/2. PULL Wx
0 or 10
mm one -sock- -cernent
SCALE -
slurry against undistur-
NTS
bed SO. C x C cow.
FILE
JOB NO.
CRAVM (3/4* MAX.)
SHEET
PULL.- BOX DETAIL.
OF
5
SHEETS
STANDARD
a-ML1.411
6.1-1697
REVISION
Alternate.. fieldcast.
OVA
BY
foundation. Class 8
JAN 20017
concrete placed
2*-6WO'
against undisturbed
soil.
0 or 0
a-ML1.411
6.1-1697
REVISION
OVA
BY
11
JAN 20017
RDN
12
JULY 2007
RDN
11
SEPT 2007
RDN
26 NOVEMBER 2007
RDN
24
SEPT 2015
CMM
7 DECEMBER 2015
STC
J W I
W m m
W Am
<WIX.
z Z<
U LL
0 (L
W
CB Z m
ww(o
co t,
:3
w
< >Uo
on.,
Cf) _j (no
< -:3d
ED _j
. .
< W
(9 LL W.
>
(D
- v -W
O 0 Elv;
O
�
.H
M 0O
oe
o CIO
DRAWN
KRw
CHECKED
JDM
DATE
DECEMBER 2015
SCALE -
NTS
FILE
JOB NO.
SHEET
2.,
OF
5
SHEETS
i\umwmz\zimmi imi-mmmmmmmm
f
Vft 0W A
CURB AND GUTTER
TYPE V
i�lrfatle li4301 rxeW Jranaf pw 1 N
i
CURB AND GUTTER
WOW a 0.'0407 OrllV PN'd anon /lime !bol
TYPE V F40LL-7w
GUTTER
All W* dell conf" to tI
C '1liforM41
A 4218.12"
1"W44104 of �, oslsrs S edition and
AoMrs AN* fair and r'�
'*MW s �A
fel Wi t►
440.�+N21>rw SdWAV AW* Abalerlaa►ir
awirnarNaw'oat
f
R =
s>t ®al�pilr
Awn* A +wash ow ,woANgiy
sir
Of. Adwe Aw tiarrr .
ferirdeM► Qor seri C'Al m $" f sew
arw sem/ bt errlNiir 3 oc
44.48'
lbnilMir Ar arrl air exyrnoNd AveAima! sc so
V s�eao►�N�M�� J�ao►sdt AR
�'
'� g' '' %� ��Gw? it the
Biar4rm'+%6► ► aw
2"V
SW J1101" ► 901011111,
OW Ps►d11/it AgW1010 10 A* !4"M/d dl ftC Sire
alio erne► ter .r0ertr tar ►
�!1 b1pMll.t�lAt ► t111N► cit � ,
a OW WAWS sheff Ar a#xWsw ar ftm& #N*
aArftiAritsCtiierl � ej' 4liigi�f[ad' •..ar
911101woh !' #Aw 4W by ft My A/WAW
81*01V OW~ Jin amfx
as * esswo AP AW 400
tr
« �, only►
for ,8iegilueai+K
A
COMM sAtlirt 101110010 Aar dd WAbes 4ownat pn* 40 op
rye +a10Aaraw$ +1vsr ft f1r� l9,eAlMi .
► a� Aver rr8 arca► • ft,er+6rwayt
aMrrflfii' Vis► ar r✓ 2tlt +4tow► Arca► ai
o►a1e° ,„y m +t1ar
fY A Bird MOW
amt Ab >R+++►' ,n
SciNae'raovwnsir
Ar erf,"iiiiV 0 df aft df
Whr
AWS of am * STANDARD
I�e4 151'8
AVIASW
iii 90` , 'ams 11" sever
Cly$ AND GUTTER
.�
_00 _,l�h 'Eft of .s'e 400 -et - .ar
e"
r"ces xre a r
rAv � oaArr1
.�.w.
*Pf WOW* ,owr:: r ra ell , r
t r
Cir of 9 KEMP1
nlieat ;or A`or� "`ir norpxrirtea► arprawtgreit
°..
>.011
CA-UPORNfA110
C "f' _ !
+,-ARTERIAL
OR ,,
SWEETS `
UAMAIM
•rte a 9 • C• 4, ACCM
4�
ANIMIALS AM PftWVLY
__KM FOR MOVEMENT OF THROUGH
TRAFM AS Ei SEM 4,L3. ACCESS
POINTS- 7 .;
*MBaia 70 1HE t- a
POSSOLL
n
� I �-°�•- t%tfl�ie III I ( '
MDENTIAL, LOCAL AND COLLECTOk
MM.Or rraffic NVWW rets. I I 5.0Z maa kpw s4estenrrdn�`e# Curb Critter-
s` �* Ufdm otherwise gnpr+atred ~®"
�. curb r sat both curb i o f I �' by Wy Enow Asphaff Concrete .
=%"�.retwn per a&d -___ c.
'a
& a re 9osa T'„
f1i+tr•1 �� �� i . ....,. Limits. of, 9SZ
R/W hiRe; Rete#ivrsorr►paetfoni t
�'. . A: p, ` •� A 1. fpr __i_
6" Lknits Of 9=
. Relative Cexrnpaction
f •R ♦ -• ♦ .♦• r ±/• ♦�• �.'. r •�_ •r. �r ` •�: ••f• , '� •~ •~ '• loor•. rM1w war w- ��
i ..� . - � � • s f ` �• • •• �. t� �.wM '.� . ' �! •�. • .1� . . � . SC f�'S S7St tS�'i �. . •• • • ..• . ti • . M .t .. `• 1,."'�.�_7. L'ZS SLS •�- '� .
. ' •b►. . j,.40 12' w* Ow Gutter
44. rolft." a~• : ;t►► .
. • ,•. ; , -:: ' ;v•. soft m ear �s , Mote 7 MAJOR ARTERIAL, MAJOR COLLECTOR
-��.- •.;� � PC 0W' AND MERCIALANDUSTRIAL STREETS
06: • , ,
• 1W .is #t
. •.• e•♦ •y *• .
120' Stondad Curb and Cutter 1� w
• A alt Concrete
TYl�' "At -t'' Ji�'tafill�/V CtJ� � � �
6.01
4-YFF AN
_T
*Ar MP AtR' Aoss not for exceed 2, .
- 'A' Awevote hose
40 flow rt W••.; .. �!?+....",'i"°.►•
�r�► tArIA► � At t•N7trts Of 95%
Ret�ttiw9 C Barr
. I.
See 1f
6„ Limits of 909
flue
1PA'AilEwctt. AAD1►!`8= .: 1.0, see Note .f'. Retatirrsr Compaction
SE -CUM A -A
All Wr'k shall vonfM to V*ppw�lf umt s ec�t1m of -
the a6l Odom d �cilfileatiof� St,lltst of Gtlifornib, �'•,••� :�, 7#� MOt�,�•
i•
I Of rtatim cwt edition ad
the loeiflr� Stomal Naffs
iol;• "• : .'+• j i AN wyknaf * acrd ra fin ds slrabt rnfonn to A Amsb i Petit nw►►hW of ptvnmed S
saws► d. a that air ' • .. the sedws of the entitled stns of >e tt fhat confioam to the TREE : 'ECYf7CA now..
wa► eves soMies srM aairrsa*w of SM Cor s dWe 'State Of Ctdffar * Ijf6par'frMt Of rrtawtatJat, tegrrtitlirrtertfs of ttte Start* d.*ed/1ra0fM. The width shot► conform with the Pm Wks melts FOG .SEAL. COAT Mei Fog .Sexy .Coat a040 be
StexWO, hkaolin as Starrdad 8�ad . Swum of #tv-*ft of berfng remw for set farth in the City of Baker Wd Standard applied an all new roadway surfacing and shall
Aw, � n► is 0w1 aSW of ryPE M-2" AIF w cum 4900 ►flirts•erea►ftftr
= atonal C* gopow eft", t SW be $rat at Nie I is of Awai d as Street Sections. conform to and be dat ied confomance with
06*6 SW As 2 A l Stilleeef Pemlt kxwd by the Arty Of aliwtied by die try Eagheel'. the seeffm ' romW the provisions of Section 37-1 of the Standard
TAw"r *MS s+wrr of ee Ado wilt casae/ n► Leh' 1 tfaNlr Paste J vgwbnent nafrst aninf oty dW be a mA m of SO k. p and sf Powe►mernt shaft be rXe "8" Aslrnhedt Cor�nfa'ete specitieotions
40 r .ren swwl► sr to coir terve i�+dew► ttrotlk the fi�ittrof--eery. err tf�ttt J or soaire t sdr meeting the rawiirftnaernts of Sw6w 3.9 of the
fa• d*v glpmatih "be cansttucted confbrrrt hr .� and err to the adj6mt �. State of Colfforrriaj Clepnrtrrrarn# of Compaction srhaaii be obtained fair at na+:narceun
i�1► yaw sin 01r Ir►evlstair �an006 are !wo s mow true to 9* and aloes aeWw std cAtTpated to oftrN60 *Wkd 1hrisportatfam Standard .: ii%ar_tiara depth of .a S-faot Wows the -grodiong.-plane for
Ale ~ lt3eit* the "Its"shown. In addition compaction sal
W of maoalwa airy albtsfty os al tsrwhtad by t0. swam b*may be P 6*0V Aggregato base shalt be paras 2 aggregate base be obtained for a minim" depth "1"' billow the
n1awv tom► Awses W* M 0041090114 rear► CAVISM0011010 ASW D-1557 to a d4* Of t,01*10► tip Of plaillowt If In Pend =111100 sad so Pdw WNW of NO con%a g to Section 26 of the standoff dOW 40010 finished groats tar the Jinnits shown. Depth "r'
a yr aa+r►saearlin vetoes orAlasa�Ir and 1.0'10 ascii sit of q atycine s be smut �eciiicatians sh all be in accordance with the feNlowatg
4. A nw* fw gWmah silo/ ci nfm to a � of 20= ow dm code of ca►rrsete or to airected by taible:
t wamft sw air I* etrNrllt+Mi ~ the of. tit St NW- cine- W Enos: Pooh tt l SW c0 WAV t0 off NOW: Striurcturat sections for off streets shall
mor /on/ontier Cett1► �y,�er.
is, diaerr eras •e awwr «+w► a «abiti awrieo for mh w corraefe (mho came (cwtot 05 Ri1cu W). of aiy st r4ad ST -11. be -slesignedd ,us`+rg trafft; indu in. =w4ance. 3.Q - 5.Q ".' .
rane/terrri erYpytjaieg N ! !9-z srsurata�►
Come st»i1l cantata tt0 gess ptibr isw fi Rebar, it at 24 as bath #a^ the entre length of ow 4woach, withSvbthe isr'arr and n etxJn s of tion 3.3.1.0 of the
is obtained fravn the W E*W. saran), ZO" glom bofim of catcrete:
g g Design Manual 5.5- t; 5 1.5
J. Q -- 8.0 2.0
lr yeti awl aa► of ew* slaw M sauaaa' a mat 5. %tter• forms steal be wffmd at cite ells 12 The art a6 ahs wrock pass 9inems So# test dant used in the dersign cafeulation 8.5 or snore 2.5
.r inner «..roarpkw next to the amarete and SW not be its Qtit by the City shall be fcmnished by a sex? testing. labcrotoe y
lass loos 1.5'dtft after being awkind 1j Toa 12,10 yt Wff may be sawkew ditto the PVW&W of otter qWvvod by the City Engineer:
teI reW f $
to t of n�►Arss �_ �iglaoiraiar sMw M em,Farms and sfibPrtad� SW be earned sly k�hbtF and iMdtlt da gt�rr+oitad of the -t�ty E+�Free:
s+i►eaw eraarp ;SG►' oft «im Iso rr Ir -lam' ate 14. ee 9.1 far "W W' of thea s� r)&d
i» ver arc tic= wUrar"10 oMwr ,ww srarA► REVISED JUL '89 6. Ciffm *#e shalt be boeaMd an",&*WS
and than a AW tirtoaw htN;mtaawl
M agar sir I!j' •isrWw after a f d tnfaeire DATE Mlkg/ys
foJ- 7kw 44 swpftokw AWW* ~ aye pAw" $rAAOAW a UARM waaft of a portted mm STANDARD now � MY .24 .,pas
bdaaawe - a* ,acrd - slow 1, ,ears -:r+aa :Is s2. , sus taatt6nmf to die fs Of dm •�rt��ff�ARD
error r p" ssiaeio M rrrrlira mtei"is ars SAW/ MEC}�A�I CURBS x.�1. Standard darr.� COMMERCIAL/MULTI-FAMILY
N P' s o ,ee eawa ow sere sNttrtrs "'r""k„p, ffagaitrrAw be wed t &W DRiVE APPROACH -TYPE "A" z STREET�+�•+�
?"Y'�'E' +�A f; "1!/-I; ` ,� "A!'•�2'" '..�.' o crab rem #" �tts� dagrt, ,I�nr ,ra
SPECIFICATIONS
. +"�•_•"` sJtay be pdarcem► leii�i►e Perot meets the am puffs,
3
ST
•M"Y C1leIAKERt*El..t� acct at 10' irk hr the a+us gutter ar Ci1'Y ---
- t :,AL1Fr'ORNiA .,�,.��. as a1'retted by the City _ Cll`Y OF-� +
CRY +orlowara PUt9tlC WaRICS T �"` 25 -
sw► RNMId taR!►AtttlMlpeT
ave llaloslEErc El t �0 'tllNCli pl1PAltTMEO f'
ST -9
�,. i' j # AFA ..7,t
6a",
J
18' -
r i i
10•
-TYPE'*K*'
MARKER
r 2:10 FLARE
i
eaeno � 1• rsao
CENTERLINE DRIVEWAY OR STREET
rrlSIGN vel MIN
RIO R11
CENTER
,4,' -J
OF SIGH
2'
GRADE CLASS E
TO ' GALV. STEELL PCC w 2•
R10 - DENOTES "ONE WAYw Pmt TYPE B.&& 3r•
SIGN PER CALTRANS DANS TRAFFIC# w
MANUAL
Rt 1 -� DENOTES "DO NOT wstt�tvt UEStCN IiAANUdiL o
ENTER SIGN PER CAL`!"RANS
TRAFFIC MANUAL ONE-WAY MEDIAN OPENING
Wry
TYPE "K" MARKER SHALL BE IV WWMEDIAN WAV
FLEXiBLE POST MARKER YELLOW
ON OTE PER CALTRANS t '
VIIC
TRAFFIC MANUAL. T--9
elf1C
Retaining curb IF
r' r Reta i n i ng curb 150 mm ofcs 1 a tat edge
S i dewa l k x & 150 r,n
i f necessory at (G= .) f I. As alto conditions dictate, Casa A
(6•) T edge of s t dewa l k n farcy comegh r trotme oltcat beta curb a#mt be used
See Notes r those shown In latah A and Ostall B. The
90 and 19
Note 7 '�max S i dewa l k case of
not curb
rb r the used Case All t#Airough
Front x x c ax S 1 dews ik Case 0 curb ramps also may be used at
eat3�ee of x 8• Pax dictaid block lacotlrrae, as cite conditions _ •1M a +at°r
MIMI& an
sidewat See
Note lF «► •sr vt
Von r• 2• K distance from curb to back of �*s
"' sidewalk to too short to accommodate f<srivaw tuna a wail alien t` pwi tb Mfg" g" a f4 peg h*11A
ramp and 1.22 m (4'-0' platform
1t Max 10R Max (landing) as shown in Case A the To emoonipm p ptaaas dates
mot au►b` t curb 110%x front Front edge See Motes See sidewalk may be depressed longltudinaity
1 e e of of sidewalk 90 and 11 Note 7 as in Case 9, or C or may be wldeneessll as in Cosa D.
A s 1 walk CASE C 3. When ramp is located in c inter of curb return, crosswalk configuration must be
A similar to that shown for Detoff 8.
n See Motes 10 and 1 1 ;.
4. Malta conditcone dictate, the retaining curs: aids and the flare
CASidewalk xd
_ _ S e n S i dewa t k side of the Case 0 romp sholi be constructed in reversed position.
CASE B See cu Front edge See 5. K located on a curve, the sides of the romp need not be parallel,
+l A Mote 7 c of s idewa.t Note 7 10 �maxb but the minimum width of the ramp ehall be 9.22 m (4'--0"').
' •�MIN Front 6. Side slope of romp flares rvoaa�rr rxiitormiy from a maiekrsum of 9071 of
Sidewalk z S r dewaIk crane 61 a of curb to conform with longRudinal sidewalk slope ad}acent to top of
W tee Notes Sete 7 d > 6') Typ (6 > T l the ramp. except in Cosa C and Case F.
Nota 7 10 and 11 Reta I n 1 '7. The curb romp shall be outlined, as shown, with a 300 mm 12 wide
Front 10Yf max i0. Curb (both " border with S mm ( 1j4 ') grooves approximately 20 mm 1 S/4 ") on
at c sides of a center. See grooving de all.
sage of ramp)
si ewal IOY. Nax s. Transitions from ramps to wolks, gutters or streets shall be flush
at curb 1. 22
and free of abrupt changes.
Front See Notes 10 Retsint See Notes 10
and I 1 Curb i and 1 1 9G Maximum slopes, of adjoining gutters, the read surface immediately
die ;� ad scent to a curb ram and continuous
In% Mow 10it Max P t arA i s t �+raik _\b J p pug to the curb romp
area sFiali not exceed 5 percent within 1.22 m (4 �0'�eaf the top or
at- R°� • •- curb --- Reta t n i ng QAS F Epp mm (Z4'� bottom of the curb romp.
i Curb (troth C raoight 90. Curb ramps shall have a detectab a warningsurface that extends
See Notes to sides of Curb See Note 4 tlx full width acid 9'14 mm 3'�•0 d ramp.
ain
1 and 1 1 roftp? 5 t Q. 2• -�`! �»- 11.5 mm Warning Surfaces shall conform to thee� alts ton tis plane and. the
_ A 150 nn { 6') Typ T- � 1�.� �Qp � requirements in the Special Provisions.
a CASED A� ECR { a � 11. The edge. of. the detectable ening surface nearest the street
23 mm shall be between 150 mm (6 and 205 mm (8") from the gutter
v O,flawllne.
e S i dewa l k �t`� s Sosgo Ola
C..40 12. Sidewalk and romp thickness, `T', shat! be 90 mm (3 1/2 ') minimum.
•, 6 20 rim ( 3/4 �) ,r. Sidewalk ,I�A1�i) Tj�1�NCATE(� (�C?ME
�. 13, tJtfkty pull boxes. manholes, vaults and all other utllity facilities
( 114 �r`A °�9 within the boundaries of the curb ramp will be reloaded or
42 mm (t.Ss"
Center to adjusted to grader construction.by{he owmer alien to, or in conjunction with,
�' center spacing curb ramp construction.
GROOVING .}EiAIL & i a0 00
14. For retrofit conditions, removal and replacement of curb apron
will be at the Contractors option, unless otherwise shown on
RCR 0 0 0 project pians. Limit of
t. a
00 60 rib 2.35; See Rounded--
p ce' w 00 m (241) Straight Cu { ) apart Note 1
,..�
.......
�T
° Crosswalk If ProvidedDOD VE
ERN { -LINE) Note 9 RETROFIT DETAIL
DE. i•E TABLE . Existing curb sand sidewalk
TYPICAL ONE --RAMP STATE OF CALIFORNIA
Sidewalk
-WARNING,, . E DEPART14ENT 13F TRANSPORTATION
CORNER- INSTALLATION See Note 10
See Notes 9 and 3 Gutter T of ran CURB RAMP DETAILS
p , ,e ftowllne Top
ramp _ These 'Standard plans For Construction of Local Streets and hoods' contain u
,,. See Note 9 in two systen+s of neasuremrenit inter•natiorial Systen of Units (St or 'netr
and united States Stanalard Nnsurex shown In the parentheses ( ) • The
e Reta i n I n curb 2% max '4 Aeostrenerits expressed lnAhe two systems are not necessar i ly eqs t , or
1'l`ar if necessar 8' 33Y♦ Nax InterchuVable. Sae the Foreword' at the beginning of this publleatlon-
Top of ramp -A Retaining NO SCALE
Gutter ' - Curb i f
Crosswalk if ov i ded f tow l l Rounded Gutter necessar T p!y D!>iINNSION8 � IN
f l ow l l i arena BUD"
DETAIL A 8.33% !!ax i?Yil"-4B
x T� !➢�+ 1rl8► Sit>m 0 -20 -Qi ilk Hi ti&•!!�Al J
TYPICAL TWO --RAVE' CORNER INSTALLATION See Mote g SECTTCIN ez #sax RW'MU um W 1.8111 lrl1t a or = mato "M til K III= Am rias.
See Note 9 Depress entire sidewalk as required Note 9 SECTION C -C REVISED DUAL UNITS 'STANDARD -:PLAN RSP AS8A
83
QROFESS/p��`
OM.
N0. 60960 rn
EXP. 12/31/16
STANDARD.,-D-ETAII
of CN
6.1-1697
REVISION BY
11 JAN 2007 RDN
12 JULY 2007 RDN
11 SEPT 2007 RDN
126 NOVEMBER 2007 RDN
24 SEPT 2015 1 CMM
Um�
i\ 1\
- ,�,rq
DRAWN
KRW
CHECKED
JDM
DATE
DECEMBER 2015
SCALE'
NTS
FiLE
JOB NO.
SHEET
3
OF 5 SHEETS
- R -'E
-DATA
A 4218.12"
A =
42'6.12'
R 2.00'
R =
60.00'
L :e. 1.47"
L =
44.48'
T .= 4.77'
T
2"V
�,. i' j # AFA ..7,t
6a",
J
18' -
r i i
10•
-TYPE'*K*'
MARKER
r 2:10 FLARE
i
eaeno � 1• rsao
CENTERLINE DRIVEWAY OR STREET
rrlSIGN vel MIN
RIO R11
CENTER
,4,' -J
OF SIGH
2'
GRADE CLASS E
TO ' GALV. STEELL PCC w 2•
R10 - DENOTES "ONE WAYw Pmt TYPE B.&& 3r•
SIGN PER CALTRANS DANS TRAFFIC# w
MANUAL
Rt 1 -� DENOTES "DO NOT wstt�tvt UEStCN IiAANUdiL o
ENTER SIGN PER CAL`!"RANS
TRAFFIC MANUAL ONE-WAY MEDIAN OPENING
Wry
TYPE "K" MARKER SHALL BE IV WWMEDIAN WAV
FLEXiBLE POST MARKER YELLOW
ON OTE PER CALTRANS t '
VIIC
TRAFFIC MANUAL. T--9
elf1C
Retaining curb IF
r' r Reta i n i ng curb 150 mm ofcs 1 a tat edge
S i dewa l k x & 150 r,n
i f necessory at (G= .) f I. As alto conditions dictate, Casa A
(6•) T edge of s t dewa l k n farcy comegh r trotme oltcat beta curb a#mt be used
See Notes r those shown In latah A and Ostall B. The
90 and 19
Note 7 '�max S i dewa l k case of
not curb
rb r the used Case All t#Airough
Front x x c ax S 1 dews ik Case 0 curb ramps also may be used at
eat3�ee of x 8• Pax dictaid block lacotlrrae, as cite conditions _ •1M a +at°r
MIMI& an
sidewat See
Note lF «► •sr vt
Von r• 2• K distance from curb to back of �*s
"' sidewalk to too short to accommodate f<srivaw tuna a wail alien t` pwi tb Mfg" g" a f4 peg h*11A
ramp and 1.22 m (4'-0' platform
1t Max 10R Max (landing) as shown in Case A the To emoonipm p ptaaas dates
mot au►b` t curb 110%x front Front edge See Motes See sidewalk may be depressed longltudinaity
1 e e of of sidewalk 90 and 11 Note 7 as in Case 9, or C or may be wldeneessll as in Cosa D.
A s 1 walk CASE C 3. When ramp is located in c inter of curb return, crosswalk configuration must be
A similar to that shown for Detoff 8.
n See Motes 10 and 1 1 ;.
4. Malta conditcone dictate, the retaining curs: aids and the flare
CASidewalk xd
_ _ S e n S i dewa t k side of the Case 0 romp sholi be constructed in reversed position.
CASE B See cu Front edge See 5. K located on a curve, the sides of the romp need not be parallel,
+l A Mote 7 c of s idewa.t Note 7 10 �maxb but the minimum width of the ramp ehall be 9.22 m (4'--0"').
' •�MIN Front 6. Side slope of romp flares rvoaa�rr rxiitormiy from a maiekrsum of 9071 of
Sidewalk z S r dewaIk crane 61 a of curb to conform with longRudinal sidewalk slope ad}acent to top of
W tee Notes Sete 7 d > 6') Typ (6 > T l the ramp. except in Cosa C and Case F.
Nota 7 10 and 11 Reta I n 1 '7. The curb romp shall be outlined, as shown, with a 300 mm 12 wide
Front 10Yf max i0. Curb (both " border with S mm ( 1j4 ') grooves approximately 20 mm 1 S/4 ") on
at c sides of a center. See grooving de all.
sage of ramp)
si ewal IOY. Nax s. Transitions from ramps to wolks, gutters or streets shall be flush
at curb 1. 22
and free of abrupt changes.
Front See Notes 10 Retsint See Notes 10
and I 1 Curb i and 1 1 9G Maximum slopes, of adjoining gutters, the read surface immediately
die ;� ad scent to a curb ram and continuous
In% Mow 10it Max P t arA i s t �+raik _\b J p pug to the curb romp
area sFiali not exceed 5 percent within 1.22 m (4 �0'�eaf the top or
at- R°� • •- curb --- Reta t n i ng QAS F Epp mm (Z4'� bottom of the curb romp.
i Curb (troth C raoight 90. Curb ramps shall have a detectab a warningsurface that extends
See Notes to sides of Curb See Note 4 tlx full width acid 9'14 mm 3'�•0 d ramp.
ain
1 and 1 1 roftp? 5 t Q. 2• -�`! �»- 11.5 mm Warning Surfaces shall conform to thee� alts ton tis plane and. the
_ A 150 nn { 6') Typ T- � 1�.� �Qp � requirements in the Special Provisions.
a CASED A� ECR { a � 11. The edge. of. the detectable ening surface nearest the street
23 mm shall be between 150 mm (6 and 205 mm (8") from the gutter
v O,flawllne.
e S i dewa l k �t`� s Sosgo Ola
C..40 12. Sidewalk and romp thickness, `T', shat! be 90 mm (3 1/2 ') minimum.
•, 6 20 rim ( 3/4 �) ,r. Sidewalk ,I�A1�i) Tj�1�NCATE(� (�C?ME
�. 13, tJtfkty pull boxes. manholes, vaults and all other utllity facilities
( 114 �r`A °�9 within the boundaries of the curb ramp will be reloaded or
42 mm (t.Ss"
Center to adjusted to grader construction.by{he owmer alien to, or in conjunction with,
�' center spacing curb ramp construction.
GROOVING .}EiAIL & i a0 00
14. For retrofit conditions, removal and replacement of curb apron
will be at the Contractors option, unless otherwise shown on
RCR 0 0 0 project pians. Limit of
t. a
00 60 rib 2.35; See Rounded--
p ce' w 00 m (241) Straight Cu { ) apart Note 1
,..�
.......
�T
° Crosswalk If ProvidedDOD VE
ERN { -LINE) Note 9 RETROFIT DETAIL
DE. i•E TABLE . Existing curb sand sidewalk
TYPICAL ONE --RAMP STATE OF CALIFORNIA
Sidewalk
-WARNING,, . E DEPART14ENT 13F TRANSPORTATION
CORNER- INSTALLATION See Note 10
See Notes 9 and 3 Gutter T of ran CURB RAMP DETAILS
p , ,e ftowllne Top
ramp _ These 'Standard plans For Construction of Local Streets and hoods' contain u
,,. See Note 9 in two systen+s of neasuremrenit inter•natiorial Systen of Units (St or 'netr
and united States Stanalard Nnsurex shown In the parentheses ( ) • The
e Reta i n I n curb 2% max '4 Aeostrenerits expressed lnAhe two systems are not necessar i ly eqs t , or
1'l`ar if necessar 8' 33Y♦ Nax InterchuVable. Sae the Foreword' at the beginning of this publleatlon-
Top of ramp -A Retaining NO SCALE
Gutter ' - Curb i f
Crosswalk if ov i ded f tow l l Rounded Gutter necessar T p!y D!>iINNSION8 � IN
f l ow l l i arena BUD"
DETAIL A 8.33% !!ax i?Yil"-4B
x T� !➢�+ 1rl8► Sit>m 0 -20 -Qi ilk Hi ti&•!!�Al J
TYPICAL TWO --RAVE' CORNER INSTALLATION See Mote g SECTTCIN ez #sax RW'MU um W 1.8111 lrl1t a or = mato "M til K III= Am rias.
See Note 9 Depress entire sidewalk as required Note 9 SECTION C -C REVISED DUAL UNITS 'STANDARD -:PLAN RSP AS8A
83
QROFESS/p��`
OM.
N0. 60960 rn
EXP. 12/31/16
STANDARD.,-D-ETAII
of CN
6.1-1697
REVISION BY
11 JAN 2007 RDN
12 JULY 2007 RDN
11 SEPT 2007 RDN
126 NOVEMBER 2007 RDN
24 SEPT 2015 1 CMM
Um�
i\ 1\
- ,�,rq
DRAWN
KRW
CHECKED
JDM
DATE
DECEMBER 2015
SCALE'
NTS
FiLE
JOB NO.
SHEET
3
OF 5 SHEETS
±16
EXISTING MEDIAN
±14
2' SAWCUT EXISTING SAWCUT
M 1' FROM EXIST
MEDIAN
MEDIAN -
2%
0.45' -THICK
AC PAVEMENT
(TYP.)
CLASS 2 AGGREGATE
1 301 BASE' MATERIAL (0.50' THICK)
TO BE COMPACTED TO
Hin SECTION "B -B" 95%.RELATIVE DENSITY (TYP.)
'cQ r-
11�. MEDIAN TURNOUT
1- L 14. NATIVE MATERIAL 'TO
lcQ .1
0 M IL cQ
rtt 4 1(0 !� .4 0 im + -4 M E4
co MW E" .4 CO Er,_4 CO co 17.4
14 + ;4 + + + A DEPTH 1.0' SHALL BE
+ + + + + + a I + '.4 1
Al cQ 00 On m,.qTAT.T. T4AmnrrAp P -Amp to In
ROAD EASEMENT Ir" . 1 '.4 - v-4 %-4 T-4 V-4 - Nt v-4 " V-4 - V-1
V-4 V-4 - "4 -co co io rA co 10 .q -co 4 a
0) 0 0 0 PER CALTRANS STD, A88A- .1 r- 1 .1 LIN -
I" cQ cv
07* p - /CASE A & RETAffir B, (TYP.)
CD -:4. L': .4
DEDICATED TO CITY 6 L%- . v: � dig
I- dji� E_
"tip r- L- CD L_ ;i , 4 E-9 0
OF 13AKERSFIELD. m 02 to En 00 m co PQ to m m to Ao 0 m 't
SHEET 3)
�SEE
V PER DOCUMENT No. { { { {
15.38' { ( {
000216052552 5.38' ROAD EASEMENT
INSTAL HANDICAP RAMP A=82°46 40 DEDICATED TO CITY
CAP- RAW' R=30'- OF BAKERSFIELD'
INSTALL HANDI' PER CALTRANS STD A88A-
'PER,CALTRANS*STD A88A- CASE A & DETAIL B (Typ.) L=43.34' PER DOCUMENT No.
+ CUM DATA z
CASE A & DETAIL B (TYP.) (SEE SHEET 3) A=90000"23" 000216052552 c;
co/D
(SEE SHEET 3)R=30'
71.36 1.
) mm. am L=47.13' co
CROSS. -GUTTER NOTE: 02, 11 1 A 4, Li
A=90'00 23
A4 C% >
It '. < 04 E -Z'
95%'SUBGRADE 'COMPACTION 1 �x
Fd 2" I.P. RI -1 R26 (CA) L=31.42
BELOW AKTTl rPA A rP LEAST A QrP I ' ON / Z, I not
TRANSITION TAPER
DATA
STA,
OFFSET FROM
CONSTRUCTION
CURB & GUTTER FL
15+04.73
57.75"
LT.
15+14.73
57.47
LT.
.15+24.73.
56.65'
LT.
15+34.73
55.26"
LT.
15+44.73
53.59 It
LT.
15+54.73
51.91'
LT.
15+64.73,
50.24"
LT.
15+74-.73,
48.85"
LT.
115+84.73
48.'03'
LT. 1
115+94.73
47.75'
LT. I
SCARIFIED & Rhf..,VMFAtTLV
TO 95% RELATIVE DENSITY
(TYP.)
SE CORf PGN R26 (C Y,/-Z-=,� R26 (CA) croR26 CA p,
R/W X, SIGN;)� 5/8- REBAR
EACH SIDE OF CROSS -GUTTER 11 f mx� "
7177
CAP
OFFSITE. CuRvVE D"Tvim<, xx'<,x -�7 W/
x
(PER- C.0- B- STD! ST -7)". A 89*34'05 x;x R/W
RCE 23042
0 Xx,
00 -
EXISTING C&G L=31.27' -• G- G .002
4 501
STREET LAMP CALTRANS I.,,RELOC�,NE o 376,eo
.025 RELOCI TE REGISTRATI OWERP
I '. . I \ . '�I, IWTIG DET 38. LE,
.0-16 3175.40 375.62 375.68 POWER LE #71845 0 GAS UNE �kla� - \ � �ao 6..
SOLID WHII E
CONC- 03N�f� ............. lop - ------ ----------- ------------
----- -------------- - to
- - - - - -- - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 00-,
�%376, 316.44.11 �_REMOVE E STIN G MEDIAN- INSTALL CROSS- RELOCATE NuaE*�0 0
L%- co
i172.92, SO*00'25.80"E 06 \. \
R, C.O.B. US I
FROM E Y4 CORNER CONSTRUCT LEFT TURN LANE GUTTER SIGN Lt.: 0i TYP4 Av'-�P& I \\,ZDGE EXISTING
SECTION 18 TO W/ STORAGE -PER C.O.B. STD -3 R 2 377-19
STATION 10+00. Q( V�,--R=vl 15.80 DP
-XSLAND
STD"T' W& T'' 17 (SEE SHEET" :3) (SEE T' 3) R 1R" j6fMENT :?76.9
A 3-16-6 3,-,6 p
4�=
91 4Af
'IV
AS -B JILT
7;
'1 '4 . 4 q 0-\l 5+00 .00
-3-10o Af.
11 + 4 . v? 14+00
12+* ISL 16+
10+00 4
% 4.
.•f • i •'4 A• O f SIC.+��D Oma- p•.
3 370
4.
sj I 5p 41 SWOW00.030*
1p I ITP r� A
lvi)
TRANSITION TAPER DATA SAWCUT AS TYPE vp
31 30 v 30' DIRECTED BY Q(CA) 316 S O. U N 1 0 N A V E N U E
OFFSET FROM 30 15.96 2 CITY ENGINEER EXISTING MEDIAN
I -, 1 0.1 - , # -39.12'
STAt q. CONSTRUCTION 90 150 & TURNOUT
CALTRANS MEDIN CURB FLCALTRAk-ARROWV12.50,
10+48.65 7.77' RT. DET 38 TYPE IV
10+58.65 7.40" RT: (14 ko la,LO CL4 to E.4 SOLID WHITE :Ao I I (1, 0 e4 C3 �,_%'Pl4 L%_
E-1 U C14 0 CL; ri -4 COa
E4 6 E-4 IL> Z R/W
10+68.65 6.25' RT. 8 F-4 co D4 co E-4 CO Z4 E (TYP.) E-40 F -s 1Cb 6.400 C. rzi co 04 cri C6
10+78.6§ 4.29' RT. CC) co W-11 cQ to
0 cQ co co '.4
m cQ co +
10+88.66 1.92' RT. + + CQ +00 + co
10+0
C6 , .0 � . -to 0
�aa+1ECQ 'm . W I .
10+88.95' 0.454 -IT*.' L*-- 46 ",4-6 1— , L`.- -4 1 L*.- f L'-
E '-f r- V-4 V*- " 0Ix
cf) 10 cn co 00
11+08.65 2.82' LT. 48 (n
m Lo 0 -:4
11+18-65 4.78' LT. E-4 - E41 'Et -1 'a E41
- z W CO C6 M E-4-4 M. m lz m
11+28.65 5.931 LT. 0 0 r- r- 1, 0
.11+38.651 6.31" LT.
E-4
z
E-4
377.50
377.00
376.50
37600.
375.50
375.00
37450
374.00
373.50
373.00
372 50
W 0-1 1.4 4
LO LO Itt z LO v-4
00
.CD�
Ac co V__
C-2 co co Ln
r7.1 +IPCI + 44 0
+ Z +1 Z + {+= + + +
0 of co" M. CQ cQ 001 m rl-
C4 m m
ico En
cv 0
9- 16
w M owl ..wa. On m co .iW GCIM
rn 00
0
0
QD
ca o 03
cv +
+{ IC6 co z
EDGE EXISTING CONCRETE + C6 + rotjco 0-4
coLO LO LOco Z�-
co r- M
I . { m
A
Iva{w (T P PAVEME �.
C UNION AVENUE
CO -14 Ell
• 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
PROFILE
HORIZONTAL SCALE: 1'91 =30'
VERTICAL SCALE: 1"=1s
NOTE: CENTERLINE STATIONING
15+50 16+00 16+50
377.50
377.00
376.50
376.00
375.50
375.00
374,50
374.00
373.50,
373.00
372 .50
17+00
REVISION BY
11 JAN 2007 RDN
07 JUL 15 cmml
cj (j) tow
LEGEND,
PROPOSED DEMOLITION AND
-4 RECONSTRUCTION OF EXISTING
MEDIAN •
���yix " PROPOSED RIGHT OF WAY DEDICATION
R-6-1 DENOTES "ONE. WAY" SIGN PER
CALTRANS TRAFFIC MANUAL
R5-1 DENOTES "DO NOT ENTER" SIGN
PER CALTRANS TRAFFIC MANUAL
U
,TYPE "Q (CA)" MARKER SHALL BE
FLEXIBLE POST MARKER YELLOW ON r=1 H
WHJ�TE PER CALTRANS STD PLAN A73A
R26 (CA) DENOTES "NO PARKING ANY TIME'
SIGN PER CALTRANS TRAFFIC
MANUAL
Z
cn 0
STANDARD STREET LIGHT
9500 LUMEN H.S.P.V.
PER C.O.B. STD ST -14 U 0
QD en u
C) -
u
Q�0'F ESs 104,
NO. 60960
EXP. 12/31/16
cl-viv
Jh
I I _f A L FA
I _ 11[l 1 0, a
A &
W, walil-l- -I p WINN
DRAWN
KRW
CHECKED
JDM
DATE
DECEMBER 2015
SCALZ
NTS
FILE
JOB, NO.
SHEET
4
OF 5 SHEETS
Ecromms\mm impRovEmEMln'
6.1-1697
'�.:�� -^�. I�■��■1■ISI■�I■M. MI�
�
...............
Ir
- - - - - - - - - - ........
■I■IIIA■■1��.1�1i!�iilr
ru
maklis
NMI i- A -A- 0
h -%U14CM
• 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
PROFILE
HORIZONTAL SCALE: 1'91 =30'
VERTICAL SCALE: 1"=1s
NOTE: CENTERLINE STATIONING
15+50 16+00 16+50
377.50
377.00
376.50
376.00
375.50
375.00
374,50
374.00
373.50,
373.00
372 .50
17+00
REVISION BY
11 JAN 2007 RDN
07 JUL 15 cmml
cj (j) tow
LEGEND,
PROPOSED DEMOLITION AND
-4 RECONSTRUCTION OF EXISTING
MEDIAN •
���yix " PROPOSED RIGHT OF WAY DEDICATION
R-6-1 DENOTES "ONE. WAY" SIGN PER
CALTRANS TRAFFIC MANUAL
R5-1 DENOTES "DO NOT ENTER" SIGN
PER CALTRANS TRAFFIC MANUAL
U
,TYPE "Q (CA)" MARKER SHALL BE
FLEXIBLE POST MARKER YELLOW ON r=1 H
WHJ�TE PER CALTRANS STD PLAN A73A
R26 (CA) DENOTES "NO PARKING ANY TIME'
SIGN PER CALTRANS TRAFFIC
MANUAL
Z
cn 0
STANDARD STREET LIGHT
9500 LUMEN H.S.P.V.
PER C.O.B. STD ST -14 U 0
QD en u
C) -
u
Q�0'F ESs 104,
NO. 60960
EXP. 12/31/16
cl-viv
Jh
I I _f A L FA
I _ 11[l 1 0, a
A &
W, walil-l- -I p WINN
DRAWN
KRW
CHECKED
JDM
DATE
DECEMBER 2015
SCALZ
NTS
FILE
JOB, NO.
SHEET
4
OF 5 SHEETS
Ecromms\mm impRovEmEMln'
6.1-1697
J
a
BY
11 JAN 2007
±47.70
CL
RDN
11 SEPT 2007
RDN
±47.75!
R/W
R/W
RDN
±57.75
±67.75
TYPE
0.45'
A A.C.
0.50 1' SAWCUT
376.02
±7
±32.20
3r 75,28.
CL
375.45
Il A.B. ±375.65
N
1 5`E)US, 'T. CO
3, W.
3;� :e _.. i
EP f
OF
1' SAWCUT
±8.2
TYPE
±14.00
EXISTING CONCRETE
0.5" SUBGRADE
375.01
SCARIFIED & RECOMPACTED
II A.B.
1.U' SUBGRADE'
NOTE:
TO 90% RELATIVE DENSITY
& RECOMPACTED
TRAFFIC INDEX=8.5
(Typ.)
-SCARIFIED
TO 95% RELATIVE DENSITY
R-VALUE=49
(TYP.)
SECTION "A -A
STRUCTURAL. PAVEMENT SECTION
±15.70
c -O iq... stb ST -9
0.5' SUBGRADE
J
a
-EXISTIN G -
MEDIAN
-SAWCUT & CONSTRUCT
TURN LANE
EXISTING
MEDIAN
SAWCUT & CONSTRUCT
TURN LANE
±67.50
±57.50
±25,50' ±32.
I'SAWCUT
0.45' Q.50' 1.4
TYPE "B" 376.79--m-
CURB & GUTTER TYPE A A.C. CL Il A.B. ±376.33
37&.-.67 1.3%
C.O.B. STD ST --1 10T .2.1%* EXIST. CONC
at
"-EXISTING CONCRETE
U
0.5' SUBGRADE
SCARIFIED & RECOMPACTED 1.0"' SUBGRADE' NOTE
TO 90% RELATIVE DENSITY -SCARIFIED & RECOMPACTED TRAFFIC INDEX=8.5
(TYP.) TO 95% RELATIVE DENSITY R-VALUE=49
SECTION "D -D"
STRUCTURAL. PAVEMENT SECTION
C.-G.R. STD ST -9
EXISTING
MEDIAN
REVISION
BY
11 JAN 2007
±47.70
12 JULY 2007
RDN
11 SEPT 2007
RDN
26 NOVEMBER 2007
R/W
7 MARCH 2008
RDN
±67.75
±25.50
±32.20
0.460.50
1
1' SAWCUT
±8.2
TYPE
A A.C.
376.5 7
375.01
CL
375.18
8
II A.B.
±375.97
2 5%
EXIST. CON .
E l
FL
EP
±15.70
EXISTING CONCRETE
0.5' SUBGRADE
SCARIFIED & RECOMPACTED
1.0' SUBGRADE
NOTE:
TO 90% RELATIVE DENSITY
SCARIFIED & RECOMPACTED
TRAFFIC INDEX=8.5
(TI
TO 95% RELATIVE DENSITY
R-VALUE=49
(TYP.)
SECTION "C -C"
STRUCTURAL PAVEMENT SECTION
C.O-.B,. STD ST -9
-EXISTIN G -
MEDIAN
-SAWCUT & CONSTRUCT
TURN LANE
EXISTING
MEDIAN
SAWCUT & CONSTRUCT
TURN LANE
±67.50
±57.50
±25,50' ±32.
I'SAWCUT
0.45' Q.50' 1.4
TYPE "B" 376.79--m-
CURB & GUTTER TYPE A A.C. CL Il A.B. ±376.33
37&.-.67 1.3%
C.O.B. STD ST --1 10T .2.1%* EXIST. CONC
at
"-EXISTING CONCRETE
U
0.5' SUBGRADE
SCARIFIED & RECOMPACTED 1.0"' SUBGRADE' NOTE
TO 90% RELATIVE DENSITY -SCARIFIED & RECOMPACTED TRAFFIC INDEX=8.5
(TYP.) TO 95% RELATIVE DENSITY R-VALUE=49
SECTION "D -D"
STRUCTURAL. PAVEMENT SECTION
C.-G.R. STD ST -9
EXISTING
MEDIAN
REVISION
BY
11 JAN 2007
RDN.
12 JULY 2007
RDN
11 SEPT 2007
RDN
26 NOVEMBER 2007
RDN'
7 MARCH 2008
RDN
7 DECEMBER 2015 1 STC
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±59.50 CIO
±48.33 00
±16.20 ±32.13
EXISTING
f SAWCUT MEDIAN
TYPE "Bsl 0.45' 0.50 8 C14
TYPE A A.C. 377.04
CURB & GUTTER CL Il A.B. ±376.71
-
C..O-.B. STD ST -1 376.18 2.5% EXIST. CON 1.4% 94 W -I
0
FL
±15.50
EXISTING CONCRETE pQ
0.5' SUBGRADE
SCARIFIED, & RECOM-RACTED 1.0,' SUBGRADE NO -TE,
TO 90% RELATIVE DENSITY SCARIFIED & RECOMPACTED>_4
TRAFFIC INDEX=8.5
(TYP.) TO 95% RELATIVE DENSITY R-VALUE=49
(TYP.)
SECTION $'E-E)l
STRUCTURAL PAVEMENT SECTION
C.O...B.- STD -ST-9
SOUTH
STREET
ESSio
M. s <eIt
&I �
'M
B NO. 60960 rn
EXP. 12/31/16
ip civiv
OF t
UNION AVEN UE
CROSS SECTIONS
6.1-1697
CHECKED
JDM
DATE
DECEMBER 2015
NTS
FILE
JOB NO.
SHEET
5
OF 5 SHEETS
\DRAWKGS'\SMELT IMPROVEMENTS.W