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CONTRACTOR SHALL CONTACT 811 FOR
LOCATION OF ALL UTILITIES, AT LEAST 72
HOURS PRIOR TO BEGINNING CONSTRUCTION
UNAUTHORIZED CHANGES & USES: THE ENGINEER
PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO
OR USES OF THESE PLANS. ALL CHANGES TO THE
PLANS MUST BE IN WRITING AND MUST BE APPROVED
BY THE PREPARER OF THESE PLANS.
STREET IMPROVE.MEN7F PLANS
COMANCHE DRI\(E
SPR #17-0041, PM 12229
BAKERSFIE LD, CA. 93306
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IMPS PLANS
RO�MENT
KEY MAP
SCALE: 1" = 100'
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO
DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
BASIS OF BEARING;:
THE CENTER LINE OF COMANCHE DRIVE, AS SHOWN ON TRACT
5656-A AS FIELD IN BOOK 47 OF MAPS AT PAGE 81 IN THE
OFFICE OF THE RECORDER OF SAID KERN COUNTY. BEARING
OF SAID LINE BEING NORTH 00' 22 01" EAST
BENCHMARK:
BENCHMARK USE WAS A 3/4" REBAR WITH GREEN CAP
MARKED "CANNON" LOCATED 760' SW OF THE INTERSECTION
OF VALLEY STREET AND HWY 178 ALONG THE NORTH SIDE OF
HWY 178, ON A HIGH BANK.
ELEV = 792.41 PER CALTRANS HWY 178 WIDENING PROJECT.
0
ITEM
625 L.F.
- COMANCHE DRIVE
?JADE
118
871 TONS
W�
O
- CLASS 2 AGGREGATE BASE
SITE
JADE HILLS DR
HILLS DR.
- 6" P.C.C. CURB & GUTTER
677 L.F.
- SAWCUT EXISTING PAVEMENT
2,541 S.F.
V lk
1 EACH
- INSTALL 9,500 LUMEN STREET LIGHT
4 EACH
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13
IMPROVEMENT OUANTRIES
VICINITY MAP
N.T.S.
QUANTITY
ITEM
625 L.F.
- COMANCHE DRIVE
2,696 C.Y.
- EARTHWORK
871 TONS
- ASPHALT CONCRETE PAVING
688 C.Y.
- CLASS 2 AGGREGATE BASE
1,070 C.Y.
- AGGREGATE SUBBASE
462 L.F.
- 6" P.C.C. CURB & GUTTER
677 L.F.
- SAWCUT EXISTING PAVEMENT
2,541 S.F.
- 5 1/2' COMBINATION SIDEWALK
1 EACH
- INSTALL 9,500 LUMEN STREET LIGHT
4 EACH
- ADA CURB RAMP
DRAINAGE QUANTITIES
QUANTITY ITEM
1 EA - SD CATCH BASIN
8 L.F. - 18" SDR -35 PVC SD PIPE
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ENGINEER'`.; STATEMENT:
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF
MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, 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 N
ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. (y I
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APPROVED BY: r _ 3 No, ..
C.-051930
DERRILL G. WHITTEN JR. DATE 7k * Q
R.C.E. # C-051930 s CJV= W
OF CAL If O 0 0
REVIEWED. C.)
TRAFFIC ENGINEER DATE �Z
REVIEWED:
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STUART J. PATTEISON - ASSISTANT PUBLIC WORKS DIRECTOR DATE DESIGNER JEt<I
R.C.E. # 44898 EXP. - 3/31/20 ---
CHECKED 3Y: DG'V
APPROVED BY:. — Z DATE: 3/14/1 El
DRAFTER MAS
NICOLAS FIDLER - PUBLIC WORKS DIRECTOR DATE --
R.C.E. # 61069 EXP. - 12/31/10 SCALE: AS SHOWN
COMP. NCi: 4280800_STR
JOB NO.: 428--08-00
SH -ET
CITY RECORDS NO OF 6
GENERAL NOTES: (CITY STREET PLANS)
ST -25, STREET LIGHT PULL BOX DETAILS SPECIAL NOTE
AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING
ST -26, POLE NUMBER
PAVEMENT SURFACE BEYOND THE LIAITS OF CONSTRUCTION.
ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF
D-14, CATCH BASIN TYPE 'A'
1. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY
VJ
BAKERSFIELD STANDARDS, LATEST EDITION.
D-17, GUTTER DEPRESSIONS
PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION
48. PAVING SEAM!, SHALL BE LOCATED TO MATCH DESIGNEC
T-1, STANDARD STREET SIGN (POST TYPE)
SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE
TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED
2. IMPROVEMENTS SHALL BE IN ACCORDANCE WITH STATE OF
T-2, MISCELLANEOUS SIGN
SECTION MAY BE NOTIFIED AT (661) 326-3049.
BY THE CITY I'NGINEER.
CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY
T-3, STREET SIGN PLATE MAST ARM MOUNT
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
2. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE
49. INTERSECTION`; AND TAPERED SHOULDERS SHALL BE SURFACED
CURRENT EDITION, AS MODIFIED AND DETERMINED APPLICABLE
28. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL
RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR.
AS DIRECTED 3Y THE CITY ENGINEEF. ADDITIONAL ASPHALT
BY THE DIRECTOR.
MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL2
THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE
CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS .AND
AB) CONFORMING TO SECTION 29 OF THE STATE STANDARD
DETERMINE BY THE CITY ENGINEER.
PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED
3. ALL STREETS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE
SPECIFICATIONS, LATEST EDITION; HOWEVER NO RECYCLED OR
BY THE CITY I_NGINEER AND SHALL 3E HAND RAKED, IF
TRAFFIC INDEX AS SHOWN ON THE TYPICAL CROSS-SECTIONS.
RECLAIMED MATERIAL WILL BE ALLOWED, BASE MATERIAL IN
3. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY
NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED
LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED
OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK
CONNECTIONS.
4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM 'R' VALUE
MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2,4
PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY.
AS SHOWN ON TYPICAL CROSS-SECTIONS. SHOULD FURTHER
'R'
OF THE `GREENBOOK. '
UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED
50. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT
TESTING SHOW A LOWER VALUE OF THE ACTUAL IN PLACE
INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S
CONCRETE IS ).15 FOOT OR LESS, PAVING OPERATIONS SHALL
MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THEESTIMATE
'R'
29. IF REQUIRED FOR A MINIMUM COVER OF 30" PER COB STD. SEC.
FOR THE WORK PERFORMED WITHIN THE
BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF
LOWER VALUE.
3.4.5.2, EXISTING PIPELINES AND UTILITIES SHALL BE LOWERED
RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE
EACH WORK SIFT, THE LENGTH OF PAVEMENT ALONG THE
AT THE DEVELOPER'S EXPENSE PRIOR TO THE INSTALLATION OF
PERMIT.
LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT
5. ANY LAYER OF 'R' VALUE MATERIAL SPECIFIED IN THE TYPICAL
BASE OR PAVING.
GREATER THAI) THAT WHICH CAN BE SURFACED DURING THE
CROSS-SECTION MAY BE INCREASED IN DEPTH PROVIDED THAT
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4. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2)
FOLLOWING SH;FT OFNORMALPAVIN 3 EONS. D
THE MATERIAL ABOVE THAT HAS NO LESS THAN THE MINIMUM
30. ALL PERMANENT STRIPING AND MARKING SHALL BE
WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-642-2444)
ASPHALT ;RETE ALL ALONG TRA SONAL
ERSE
THICKNESS SHOWN.
THERMOPLASTIC PAINT IN CONFORMANCE WITH CALTRANS SPEC.
3Y:
DROP-OFFS OV EACH LANE. SUCH ADDITIONAL ASPHALT
DG AI
8010-21C-19. ALL TEMPORARY STRIPING AND MARKINGS NOT
5. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS
CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM
6. IF APPROVED IN WRITING BY THE DIRECTOR, AN ALTERNATE
IN THEIR ULTIMATE LOCATION SHALL BE WATERBORNE PAINT.
AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE
RY C)NFORMS BEFORE THE LANES ARE OPENED TO
TEMPORARAFF
PAVEMENT DESIGN USING CLASS III AGGREGATE BASE AND A
SCALE:
SECURITY AND INSURANCE HAS BEEN OBTAINED.
PUBLIC C. KRAFT PAPER, OR OTHER APPROVED BOND
THICKER A.C. SECTION MAY BE USED.
31. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM
BREAKER, MA`' BE PLACED UNDER THE CONFORMS TO
JOB NO.:
PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR
6. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT
FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAbING
RESUME.
7. ANY WORK WHICH AFFECTS ANY EXISTING CITY MAINTAINEDOPERATION
THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO
LOCATIONS.
SH _ET --
ROAD OR THE TRAFFIC THEREON SHALL BE COMPLETED WITHIN
20 WORKING DAYS FROM START OF WORK.
ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT.
51. WHERE COMPACTED THICKNESS A LYA OF ASPHALT
(FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP
7. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN
FO IN
CONCRETE IS MORE THAN 0.15 F001, PAVING OPERATIONS
8. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE
IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS).
C.O.B. SPECIAL PROVISION SECTION 86-6.01 OR AN EQUIVALENT
AS APPROVED BY CITY ENGINEER.
SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF
GUTTER FLOWLINES (INVERTS).
ASPHALT CON,;RETE IS PLACED ON ALL CONTIGUOUS LANES OF
32. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR
THE TRAVELEC WAY BEFORE THE LAVES ARE OPENED TO
INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND
8. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR
PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE
9. MAXIMUM PLUS GRADE TOLERANCE FOR A.B., A.S.B./ AND O.G.
TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE
DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS
DISTANCE BETNEEN THE ENDS OF A LAYER OF ASPHALT
SHALL BE 0.05 OF A FOOT.
PLANS BY THE RECREATION & PARKS DEPARTMENT.
WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY
CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN
10. PORTLAND CEMENT CONCRETE SHALL BE CLASS B UNLESS
33. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT
ENGINEER.
10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLjkCED
ALONG THE TF ANSVERSE DROP-OFFS ON EACH LANE. SUCH
OTHERWISE INDICATED.
LEAST 1.0 FT. UNDER AND EACH SIDE OF X -GUTTER AND
9• IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE
ADDITIONAL A`.;PHALT CONCRETE SHALL BE HAND RAKEC AND
COMMERCIAL DRIVE APPROACHES.
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES),
COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE
11. PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY
A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF
LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR
DEVICES (NOT SHOWN ON THESE PLANS) SHALL BE INSTALLED
34. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT
THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED
OTHER APPRO /ED BOND BREAKER, MAY BE PLACED UNDER THE
TO PLAN APPROVED BY THE CITY OF BAKERSFIELD ENGINEER.
SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN
WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO.
CONFORMS TO FACILITATE THE REMCVAL OF THE CONFORMS
IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A
2009 -009 -DWG AS AMENDED BY ORDER 2010-0014-DWQ AND
WHEN PAVING OPERATION RESUME.
12. STREET LIGHTING SHALL BE INSTALLED AND A MEANS PROVIDED
REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR
ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER
TO CONTRACT FOR PUBLIC UTILITY SERVICE AND MAINTENANCE.
APPROVAL 10 DAYS PRIOR TO PAVING.
RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE
52. ASPHALT CONI RETE SHALL BE COMPACTED TO A MINIMUM OF
13. PRIOR TO THE START OF ANY EARTHWORK, THE SUBDIVIDER
35. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH
BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH
THE GENERAL PERMIT REQUIRES THAT A STORM WATER
92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS
DETERMINED BY ATSM D-2041. IN-FLACE DENSITY SHALL BE
SHALL OBTAIN A GRADING PERMIT AS REQUIRED BY CITY
TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL
POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED,
DETERMINED It ACCORDANCE WITH CALIFORNIA TEST 375.
ADOPTED U.B.C. (MODIFIED) AND GRADING ORDINANCE.
CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY
CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR
OF BAKERSFIELD LED STREET LIGHTING SPECIFICATION.
PUBLIC INSPEC11ON DURING NORMAL CONSTRUCTION HOURS.
53. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE
14. WHEEL CHAIR RAMPS SHALL BE CONSTRUCTED AT ALL CURB
WASTE DISCHARGE IFICATION NUMBER
IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF
RETURNS; SEE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS,
36. NOTE TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER
ISSUEWDID)
5F15C380699 - 489568 HAS BEEN ISSUED BY THE STATE
9568
THE MAXIMUM THEORETICAL DENSITY THE CONTRACTOR WILL BE
AS DIRECTED BY THE ENGINEER.
EACH CONDUIT LOCATION.
WATER RESOURCES BOARD FOR THIS PROJECT.
ADVISED THAT THE REQUIRED RELAT VE COMPACTION IS NOT
BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES,
15. ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO
37. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS
ASPHALT CONCRETE PAVING NOTES:
OR BOTH, IF t EEDED, ARE TO BE ADJUSTED. ASPHALT
STRUCTURES, POLES, PIPELINES, CONDUCTS, CANALS AND
AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION40A
ASPHALT CONCRETE SHALL TYPE (MODIFIED) FOR ALL
CONCRETE SPREADING OPERATIONS SHALL NOT CONTINU_ UNTIL
APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONS
OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN
.
ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' (MODIFIED)
T
THE CONTRAC"OR HAS NOTIFIED THE CITY ENGINEER OF THE
-HAT
BY THE CITY ENGINEER, SHALL BE RELOCATED AT THE EXPENSE
HEREIN
ADJUSTMENT WILL BE MADE IN ORDER TO MEET THE
OF THE SUBDIVIDER.
.
FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS
REQUIRED CON PACTION. IF ANY SUCCESSIVE TEST AFTEF NOTICE
38. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF
IN SECTION 39, "ASPHALT CONCRETE", OF THE STANDARD
IS GIVEN DOES NOT MEET THE SPEC'FIC RANGE, THE AS'HALT
16. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS
WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET
SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND
DIRECTED BY THE CITY ENGINEER IN ORDER TO PROVIDE A SAFE
BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE
REPLACED WIT -1 MATERIAL THAT MEET THE IN-PLACE DENSITY
CONNECTION TO THE EXISTING STREET PAVEMENT.
2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING
41. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED
'A' 'B'
REQUIREMENTS,
BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION
MINERAL AGGREGATE FOR TYPE (MODIFIED) OR TYPE
17. STORM DRAINAGE SUMP SHALL NOT BE ALLOWED TO ACCEPT
ONTO THE SIDEWALK.
(MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE
54. IF THE TEST F ESULTS FOR ANY LOT OF ASPHALT CONCRETE
WATER UNTIL SECURED BY PERMANENT FENCING OR IN THE
REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE
INDICATE THAI THE RELATIVE COMPACTION IS EITHER LESS
CASE OF SHALLOW UNFENCED SUMPS NOT UNTIL COMPLIANCE
39. NOTE THAT NO PLANS WILL BE APPROVED UNTIL ALL
STANDARD SPECIFICATIONS FOR 3/4 INCH MAXIMUM, MEDIUM
THAN 90 PERCENT OR MORE THAN 96 PERCENT THE ASPHALT
WITH DEPTH AND SIDE SLOPE CRITERIA AS SET BY THE CITY OF
EASEMENTS HAVE RECORDED.
GRADING.
CONCRETE REPRESENTED BY THAT LOT SHALL BE REMO'/ED AND
BAKERSFIELD DEVELOPMENT STANDARDS.
REPLACED WITT MATERIAL THAT DOES MEET THE IN-PLACE
NOTES FROM THE ENGINEER:
42. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE
DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL B_ AT
18. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW
SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS
THE CONTRACOR'S EXPENSE.
ASPHALT CONCRETE PAVEMENT, AS DIRECTED BY THE CITY
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE
OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT
ENGINEER, IN ACCORDANCE WITH THE PROVISIONS IN SECTION
START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED
BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE
55. THE FIELD DENSITY OF COMPACTED .ASPHALT CONCRETE SHALL
37 'BITUMINOUS SEALS" OF THE STARD SPECIFICATIONS AND
FROM CITY/COUNTY PUBLIC WORKS DEPARTMENT FOR WORK TO
FOR "STEAM -REFINED PAVING ASPHALTS", IN SECTION 92-1.02,
BE DETERMINE) BY:
THE STATE DEPARTMENT OF TRANSPORTATION'S STANDARD
BE DONE IN THE CITY/COUNTY STREET RIGHT-OF-WAY.
"GRADES", OF THE STANDARD SPECIFICATIONS.
SPECIAL PROVISIONS CURRENTLY IN EFFECT.
55.A. A PROP _RLY CALIBRATED NUCLEAR ASPHALT TES-1NG
19. PAVEMENT GRINDING IN ACCORDANCE WITH SECTION 42 OF THE
2. THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND
43. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE
DEVICE N THE FIELD, OR
STANDARD SPECIFICATIONS SHALL BE PROVIDED AS DIRECTED
PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
MINERAL AGGREGATE SHALL BE DETERMINED BY THE
CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD
55.8. ASTM D 188 WHEN SLABS OR CORES ARE TAKEN FOR
BY THE CITY ENGINEER WHERE NEW PAVEMENT MEETS EXISTING
EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE
367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE
LABORATORY TESTING. ZINC STEARATE MAY BE
PAVEMENT.
COMMENCING WORK, HE AGREES TO BE FULLY RESPONSIBLE
WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED
SUBSTITJTED WITH PARAFFIN.
20. A -L FRAMES AND COVERS WITHIN THE STREET RIGHT-OF-WAY
FOR ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS
FAILURE. TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY
BY THE CITY ENGINEER.
55.C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED.
SHALL BE ADJUSTED TO FINISHED GRADE PER K.C.D.S. PLATE
NO. R-69.
AND ALL UNDERGROUND UTILITIES AND PIPELINES ALL EXISTING
44. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE
IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTERS,
CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY
56. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES
21. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT
FENCING, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT
ENGINEER'S REVIEW AND APPROVAL:
NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE
SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD
SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE
BROUGHT WITF IN TOLERANCE BY EITHER:
DETAIL ST -12.
CITY/COUNTY ENGINEER.
44.A. A LIST OF AGGREGATE AND ASPHALT SOURCES
56.A. ABRASIIE GRINDING WITH EQUIPMENT UTILIZED DIAMOND
22. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF
3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL
44.B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE
BLADES
BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA,
OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED
INCORPORATED IN THE WORK CONFORM TO THE
"AGGREGATE",
56.B. REMOVA_ AND REPLACEMENT, OR
DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS.
BY THE CITY/COUNTY ENGINEER.
OF
REQUIREMENTS SO SECTION 39-2.02,
THE STANDARD SPECIFICATIONS AND THESE SPECIAL
56.C. PLACEM :NT OF AN ASPHALT CONCRETE OVERLAY.
23. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE
4. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING
PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND
CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN
FACILITIES, THE CONTRACTOR SHALL, PRIOR TO BEGINNING
EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN
THE METHOD 4LL BE SELECTED BY THE CITY
24 HOURS NOTICE. (661) 326-3049.
CONSTRUCTION VERIFY THE LOCATION (HORIZONTAL AND
SIX (6) MONTHS. ALL OTHER TESTS RESULTS SHALL BE
ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE
VERTICAL), SIZE AND TYPE OF THE EXISTING FACILITY. SHOULD
NO OLDER THAN ONE (1) YEAR.
CONTRACTORS EXPENSE.
24. STAMP AND 'S" IN CURB FACE OVER EACH SEWER LATERAL.
THE ACTUAL LOCATION, SIZE OR TYPE DIFFER FROM THAT
SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE
44.C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN
57. IF ABRASIVE GRINDING IS USED TO E)RING THE FINISHED
25. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED
ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES.
ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY
SURFACE TO � PECIFIED SURFACE TO_ERANCES, ADDITIONAL
ON POSTS WITH HAWKINS M213 SERIES BOLT AND
TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL
GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE
VANDAL -PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS
5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND
BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE
THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF
INSTALLED PER STD. T-2 SHALL BE LOCATED WITHIN SIDEWALK
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING
THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE
GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL
6" FROM BACK.
THE HOURS OF CONSTRUCTION OF THE PROJECT, INCLUDING THE
AS DETERMINED BY ASTM D2041. THE ASPHALT
TO, THE NEAR_ST LANE LINE OR PAJEMENT EDGE AND -[HE
SAFETY OF ALL PERSONAL PROPERTY; THAT THIS REQUIREMENT
CONCRETE MIX SHALL MEET THE REQUIREMENTS OF
TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE
26. AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
SECTION 39-2.02, "AGGREGATE", OF THE STANDARD
PAVEMENT CEtITERLINE. ALL GROUND AREAS SHALL CONFORM
OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS
WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND,
SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE
TO THE REQU[ZEMENTS IN THE FIRST PARAGRAPH AND --HE
DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN
INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
DATA SUBMITTED SHOWS THAT THE MATERIALS ARE
LAST FOUR PARAGRAPHS OF SECTIOl 42-2.02,
EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS
"CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG
BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS
SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT
APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED
PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE
OLD. THE CONTRACTOR SHALL BEAR ALL THE COASTS
SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL
WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN.
COAT SHALL EE EITHER REJUVENATING AGENT OR ASPHALT
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
EMULSION AS DIRECTED BY THE CITY ENGINEER.
6. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE
45. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO
27. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS,
CITY/COUNTY CONSTRUCTION INSPECTION DEPARTMENT SHALL
EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE
58. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE
CURRENT EDITION, APPLY TO THESE PLANS:
BE GIVEN 24 HOURS NOTICE.
SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR
CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION
ST -1, CURB AND GUTTER TYPE "B"
PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT
200-2.2 OF TIE "GREENBOOK". BASE MATERIAL FOR LOCAL
ST -2, MEDIAN CURBS TYPE "M-1"
7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE
THE MINIMUM DISTANCE OF TWO AND A HALF (2.5) FOOT FROM
STREETS SHAL_ BE CAB OR FINE GRADATION CRUSHED
ST -3, COMMERCIAL/MULTI-FAMILY DRIVE APPROACH TYPE "A"
DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND
THE EXISTING EDGE OF PAVEMENT.
MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4
ST -10, CURB RAMP
LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE
OF THE "GREEgBOOK".....WHICH ALLOWS UP TO 50% OF THE
ST -11, PAVEMENT PATCHES
CITY/COUNTY ENGINEER AND/OR IRRIGATION DISTRICT.
46. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS
VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND
ST -12, TRENCH BACKFILL AND COMPACTION REQUIREMENTS
TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT
r
CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED
ST -13, STANDARD STRUCTURAL PAVEMENT SECTION
8. CORNERSTONE ENGINEERING, INC. SHALL NOT BE RESPONSIBLE
CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION
"SUBGRADE",
BASE OR A COMBINATION OF THESE MATERIALS. OTHER
ST -17, MAJOR STREET CROSS SECTIONS
OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF
39-4.01, OF THE STANDARD SPECIFICATIONS
RECYCLED BASES SHALL NOT BE ALI-OWED. AGGREGATE BASE
ST -22, SURVEY MONUMENT
THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE
SHALL BE MET.
SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY
ST -23, STANDARD STREET LIGHT
APPROVED IN WRITING BY CORNERSTONE ENGINEERING, INC
DENSITY.
ST -24, STANDARD LIGHT BASE PLATE DETAILS
47. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL
BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO
59. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE
FOLLOW'NG MODIFIED CALTRANS STANDARDS SPECIFICATION
SECTION 19-1.03 PER 1HE CITY OF BAKERSFIELD:
IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF
MATERIAL THEREON, THE GRADING PLACE SHALL CONFORM TO
THE FO -LOWING:
A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE
BASE IS TO BE PLACED ON THE GRADING PLANE, THE
GRADING PLANE AT ANY POINT SHALL NOT VARY
MORE THAN 0.04 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 THE GRADE ESTABLISHED BY THE ENGINEER.
60. COMANCHE DRIVE RIGHT-OF-WAY DEDICATION SHALL RECORD
PRIOR "'0 NOTICE OF COMPLETION RECORDATION.
CITY RECORDS NO.
w
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A
No.
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DESIGNER
JE 11
CHECKED
3Y:
DG AI
DATE:
3/14/1 E)
DRAFTER
MAS
SCALE:
AS SHOWN
COMP. No
4280?00_SlR
JOB NO.:
428-
�8-� C►
®
SH _ET --
C-
.1
F Ei
APN: 387-020-51
FS 795.27
STA: 9+44.02, 28.52'L
MATCH EX. EP -
X BEGIN SAWCUT
FS (795.37)
L_
X -- X
m
798
796
794
792
790
F1
786 C
784
782
780
778
776
8+
STA: 9+43.88. 22.001
SAWCUT, FS (795.54)
X
PHASE 2 -
PHASE 2 CURB, GUTTER
AND SIDEWALK NOT A PART
OF THIS PROJECT
PHASE 1 RIGHT-OF-WAY DEDICATION � HALL
RECORD PRIOR TO NOTICE OF
COMPLETION RECORDATION.
ADDITIONAL R/W
TO BE DEDICATED PER
J I� C9 �m Doci 214 03 l S G 1
r -
J �
J IU m
DETAIL C � _�
CZWPFT r -d n rn 1
COMAN CH DRIVE
Plan and Profile
PAVING SECTION
TRAFFIC INDEX = "'3EE NOTE", "R" VALUE = "SEE NOTE",
INSTALL 0.45' TYPE B AC/ 0.72' AB / 1.12' AS / 1'
NATIVE SOL COMPACTED TO 95% M.D.D.
PAVING SECTION NC TE
TRAFFIC INDEX, "R" VALUE, AND PAVING SECTION WERE
TAKEN FROM FEDERAL PROJECT NO. CML -5109(055)
REALIGNMENT OF CO MANCHE DRIVE AT SR 178.
46.6 0,
48.60'
ON CURVE ON CURVE
-
( + o m
»....4 ............. _....................... _.............................. _..... 1.............. .... N ........... trl ........ ... + cD U
........... ..... ... i
�- N ^ N = M w .. EXISTING PROFILE o
U-- cr+ rn d ^o
•_ ............ .....� N
00
_... . ............. ...........
i ~ J L.� ~' .. - - J .... - ...
d-
s v Q O V) W W N r` + C7�
c~r, c� V) - 0.80% -�`- V) w '� -
-_ ¢ w
-1 W
j s -1007. N W H J
I FUTURE _ ;._ _ ._..,_._.........
€ PROFILE z -0.50$
!
co _ o I
€
..-........... .................„............. ............. ..._........................_..........._
_................._................ ....»....................... I
E
t...-...._........._.............s.................................................................................;......................................... -. .................
......................
..................
............_.__...-............,.-.;------------------------ _.._.._....-- .........
( + ;
N i
t £O ;
U
__.....
......_............».. _ ..._ _ - .._...._.._..... _....._.........._................. ._.......... ...... ................ z
€
i w i
10+
10+50
PVI STA.: 12+15.22
PVI ELEV: 792.90
------------ ..... _..... --._..................................... i.__.. 204.2'VC
A.D.: -1.90%
K: 105.31
HP STA.: 11+14.28
........... ....__...__...................... ................. _ HP ELEV.: 793.70 ..................
91.86'
ON CURVE
WEST t
PROFILE
150' RIGHT TURN POCKET f 60' BAY 1APER
Curve Table
Curve #
JADE HILLS DR.
Radius
Delta
LEGEND
46.60'
30.00'
88' 59' 53"
C2
48.60'
C.O.B. -
CITY OF BAKERSFIELD
R/W
- RIGHT OF WAY
-
PROPOSED SIDEWALK
BC -
BEGIN CURVE
VPI
- VERTICAL POINT OF INTERSECTION
-
PROPOSED FUTURE MEDIAN CURB
BCR -
BEGIN CURVE RETURN
EP (55.80)
- EXISTING EDGE OF PAVEMENT ELEVATION
-
DIRECTION OF DRAINAGE
BVC -
BEGIN VERTICAL CURVE
FE (55.99)
- EXISTING FLOWLINE ELEVATION
`0_-) -
EXISTING POWER POLE
C1 -
CURVE INDEX (SEE CURVE TABLE)
LLI
L LJ
-
EXISTING SEWER MANHOLE
CL OR q -CENTER
LINE-
FS (55.99)
- EXISTING FINISH SURFACE ELEVATION
786
CLEANOUT
EC -
END CURVE
FG50.98
-FINISH GRADE ELEVATION
_EXISTING
Z
EXISTING CONTOUR
ECR -
END CURVE RETURN
FL50.62
- FLOWLINE ELEVATION
-
NEW PAVEMENT
EVC -
END VERTICAL CURVE
FS54.13
- FINISH SURFACE ELEVATION
O -
SURVEY MONUMENT
EP -
EDGE OF PAVEMENT
TC55.88
- TOP OF CURB ELEVATION
-
PROPOSED FIRE HYDRANTS
EX -
EXISTING
35'L
- DISTANCE LEFT OF CENTERLINE OF ROAD
GB -GRADE
BREAK
35'R
- DISTANCE RIGHT OF CENTERLINE OF ROAD
-EXISTING
PAVEMENT
H.P. -
HIGH POINT
2+00.00E
- DIRECTION OF STATION LABEL
F-
Q
t -
PROPERTY LINE
- BOUNDARY/PROPERTY LINE
J
PI -
POINT OF INTERSECTION
- EXISTING RIGHT OF WAY
POC -
POINT ON CURVE
- PROPOSED RIGHT OF WAY
780
POVC -
POINT ON VERTICAL CURVE
-
- PROPOSED STREET
DESIGNEi:
PRC -
POINT OF REVERSE CURVE
- EXISTING STREET
778
DATE:
PHASE 2 FLOWLINE
DESIGN FOR REFERENCE ONLY, NOT A PART OF THIS PROJECT
PHASE 1
MAS
776
r -
J �
J IU m
DETAIL C � _�
CZWPFT r -d n rn 1
COMAN CH DRIVE
Plan and Profile
PAVING SECTION
TRAFFIC INDEX = "'3EE NOTE", "R" VALUE = "SEE NOTE",
INSTALL 0.45' TYPE B AC/ 0.72' AB / 1.12' AS / 1'
NATIVE SOL COMPACTED TO 95% M.D.D.
PAVING SECTION NC TE
TRAFFIC INDEX, "R" VALUE, AND PAVING SECTION WERE
TAKEN FROM FEDERAL PROJECT NO. CML -5109(055)
REALIGNMENT OF CO MANCHE DRIVE AT SR 178.
46.6 0,
48.60'
ON CURVE ON CURVE
-
( + o m
»....4 ............. _....................... _.............................. _..... 1.............. .... N ........... trl ........ ... + cD U
........... ..... ... i
�- N ^ N = M w .. EXISTING PROFILE o
U-- cr+ rn d ^o
•_ ............ .....� N
00
_... . ............. ...........
i ~ J L.� ~' .. - - J .... - ...
d-
s v Q O V) W W N r` + C7�
c~r, c� V) - 0.80% -�`- V) w '� -
-_ ¢ w
-1 W
j s -1007. N W H J
I FUTURE _ ;._ _ ._..,_._.........
€ PROFILE z -0.50$
!
co _ o I
€
..-........... .................„............. ............. ..._........................_..........._
_................._................ ....»....................... I
E
t...-...._........._.............s.................................................................................;......................................... -. .................
......................
..................
............_.__...-............,.-.;------------------------ _.._.._....-- .........
( + ;
N i
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U
__.....
......_............».. _ ..._ _ - .._...._.._..... _....._.........._................. ._.......... ...... ................ z
€
i w i
10+
10+50
PVI STA.: 12+15.22
PVI ELEV: 792.90
------------ ..... _..... --._..................................... i.__.. 204.2'VC
A.D.: -1.90%
K: 105.31
HP STA.: 11+14.28
........... ....__...__...................... ................. _ HP ELEV.: 793.70 ..................
91.86'
ON CURVE
WEST t
PROFILE
150' RIGHT TURN POCKET f 60' BAY 1APER
Curve Table
Curve #
Length
Radius
Delta
C1
46.60'
30.00'
88' 59' 53"
C2
48.60'
30.00'
92' 49' 15"
C3
91.86'
1898.09'
2' 46' 23"
C4
47.24'
30.00'
90' 13' 09"
C5
47.83'
30.00'
91' 21' 13"
C6
109.26'
1935.04'
3' 14' 06"
C7
20.19'
84.96'
13' 36' 53"
C8
20.19'
87.35'
13' 14' 27"
_.........................-._ .......... ....... ..... 47.24'
ON CURVE 47.83'
ON
m CURVE_
U
C14 jq
at N
I Mr- ^o o-+00-
-
+ o�'o m
-�
M
Q-
w
NW > ....... ................... cD ......................,....._. U
Uj 0
(!) W + 00 N r
�-
-1.12y W
J
.............. ...................._..... ........... ............... ...b- i
Uj
LO
Ln W
-1.009,'
00 €
Q 's -
N J
ROUTE 178
ECA: 16+60.OV.
Vit..
INSTALL 8 L. F. OF ,s
18" SDR -35 PVC SD PIPE
-(SEE SPR#17-0041
GRADING PLAN FOR
CONTINUATION)
\
EXISTIING CALTRANS INLET
AND ±55 LF OF 18" SD
TO BE ABANDONED
COMAN E=17+-6.16
ROUTE 1 =883+:x1.31
RO
CONSTRUCTION 10TES
OINSTALL CURB & GUTTER TYPE B PER "ST --1" OF THE PROPOSED C.O.B.
SUBDIVISION DESIGN STAB DARDS.
O2 INSTALL 5.5' WIDE, 4" TRICK SIDEWALK PER THE PROPOSED C.O.B. STANDARD ST -5
O3 INSTALL STANDARD WHET-_ CHAIR RAMP PER CASE A OF CALTRANS RSP
A88A.
OINSTALL TYPE "A" CATCH BASIN WITH GUTTER DEPRESSION PER C.O.B.
STANDARDS D-14, & D-7
O5 INSTALL 9500 LUMIN STT;'=ET LIGHT AND PULL BOX PER C.O.B. STANDARDS
ST -23 THRU ST -26
60 EXISTING GATE AND FEN ,E TO BE REMOVED
O NOT USED
O NOT USED
CONSTRUCT STORM DRAIN JUNCTION BOX PER C.O.B. STANDARDS D-16 AND
O9 SW -6
INSTALL 9500 LUMIN STT;I=ET LIGHT PER C.O.B. STANDARDS ST -23, ST -24, &
ST -25.
109.26' `
ON CURVE...
."
Z
O
Ln
W
Of
s
Q
0
M
GRAPHIC SCALE
CITY OF
.................... ............................................. ........................................ ................
.....................
......._ 20.19
BAKER FIELD CALTRANS...._.................._....._..........._.............................._.._.............._.............>........... ..................
.
ON I --
CURVE; - -
20.19' ,
.................................•._•.
........................................... ..............
83.95
°0° W o m C-) CURVE ON CURVE
EXISTING PROFILE + ai ate) `q as o `') U
+ CO00
w m
co_. _
LLJ
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V)
�2 619, a J ¢ W + 00 op Lq c�i vo:
Cn W F- J r` r- (V + 00 W
cn w a G, +00
ca r` o
WEST _, - > co r` 0
PROFILE-------....._..........................................-2.1gq, _ _..._._..... cn �., F_ W _-.....-� � ....... ¢ w
LLI
~ J + 00
LLJ coN W ;
W
......................... sZ....................,....................................... .............._...€........................................ ........... ............................................ ...... ..............j Cn W
..... .
................... .
CURB IN - T x.509,•
ST4: 16+12.67 1
LEV: 782.97, LP o0
N . -1.00% .
18" INV.=779.10 W � a z a -
3 Q Z
........................d....".._.....................
_...
.............................._........................,,_....-.............._. ..................... ....-.-. -. -- ................ . -- ... ..........- ........ ....,................................
.......................Z W ....__...... _. _.._
�' a
O U
_ U O
z
w W FLOWLINE PROFILE
w Q_ ALONG CURB RETURN
................ ............. ........ -................. ...................................._....__.......---•_............_............. ...... -....... __................. ................. ..... ....................
............................
.........,_................... ...
+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50
WEST FLOWUNE PROFILE
16+50 17+00 17+50
S .
CITY RECORDS NO.
798
796
794
792
64PR_
RFESS/p,I, 'WHTr�
No.
C-051930
\,OF CAL\f!
J
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ED
782
F-
Q
12-
(..'o
J
780
DESIGNEi:
JAM
CHECKED BY:
DGW
778
DATE:
3/14/18
DRAFTER
MAS
776
SCALE:
AS SHO A'N
COMP. N
O:
4280800_STR
JOB NO.
428--08-010
SHEET
C-2.0
.3
OF �J
x
X
STRIPING LEGEND
JADE HILLS DR.
X
X
(n X
N \
H \\ \
X
– —S12 -- -- --S12 --- -
I� EX. STRIPING AND
/1 \111"1/1\1/"�(• T/1 1'1r�1 .1\I
JADE HILLS DR.
JADE HILLS DR.
II 'v II
II
X
I
I �
INSTALL TYPE III BARRICADE
(FULL WIDTH) ON SKIDS W/
R11-2 SIGN
Cf) X
N \
EDGE OF PAVEMENTS
SEE DETAIL A
I ON THIS SHEET
JADE HILLS DR.
N
U LANELINES STRIPING PER CALTRANS STD. PLAN DETAIL 12 ON SHEET "A20A"
21 NO PASSING ZONES -TWO DIRECTION STRIPING PER CALTRANS STD. PLAN DETAIL 21 ON SHEET "A20A"
22 NO PASSING ZONES -TWO DIRECTION STRIPING PER CALTRANS STD. PLAN DETAIL 22 ON SHEET "A20A"
27B RIGHT EDGELINES STRIPING PER CALTRANS STD. PLAN DETAIL 27 ON SHEET "A20B
32 TWO-WAY LEFT TURN STRIPING PER CALTRANS STD. PLAN DETAIL 32 ON SHEET "A20B"
38 CHANNELIZING STRIPING PER CALTRANS STD. PLAN DETAIL 38A ON SHEET "A201)"
39 BIKE LANE STRIPING PER CALTRANS STD. PLAN DETAIL 39 ON SHEET "A20D"
BS BIKE LANE SYMBOL WITH PERSON PER CALTRANS STD. PLAN RSP "A24C"
COMANCHE DRIVE
INSTALL 133-2
S12—
INSTALL
12—
— s ? -- - -- — 5121
278 213 L.F.
� COMANCHE DRIVE
—S12-- —
TYPE IV (R) ARROW
(TYP. )
HWY 178
Z
(n
LLJ
s
\ 4
512
— S1 EX. STRIPING AND
_ - MARKINGS TO REMAIN \
•x
S -
S12�-
lello
n
p.•/i"H
N _
.....
. ...........
SEE E�j ,MPR AMEN' "'`ti
�— .... ... �..,., .,..... �.. SNS\
._
...._....�.....�..-.�...-�.._... EX. STRIPING AND -- __ �,• ` \ �';� ,.�4
MARKINGS TO REMAIN
IANCHE I)RIV
EXISTING STRIPING HWY 178
TO BE REMOVED
INSTALL R3-2
--- - c -- I Sl 2 -
BS
39 114 LF
HWY 178
TYPE IV (R) ARROW
(TYP.) �� S12
sl
LLA
Ex. ----- --
___•---�E AN AMEN
32 14E L. F.
>_
�i \ w C)
\ w w
O �
\ O 0 c=L
HWY 178 wE [)RIVE
Z CL
C/)_jCE
DROPOSED STRIPING PLAN ce a- F-
N
DESIGN[ lR: JEM
EDGE OF PAVEMENT
CHECKE_i BY: DGW
GRAPHIC SCALE DATE: 3/14/18
30' 15' _)' 15' 30' DRAFTE i MAS
27B SCALE: AS SHOWN
( IN FEET) COMP. d0: 4280800_STR
1 inch = 30 ft.
DETAIL A JOB NC 428-08-00
_ Z
N.T.S. SHEET
� � C 3.0 4
CITY RECORDS NO. OF
Q
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9
G7 'A_/_
`r No.
C-0:5191 '11)
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JADE HILLS DRIVE
II
II I II
�I
N BIKE LANE SYMBOL W/
\ ARROW (TYP.)
\ A-� N
V°
I CV
_- -- -- -- — -- - - �A: 12+49.59, 9.00'L — -
�7 LO P(792.82), BC
_STA: 12+19.59, 1.00'L
STA: 10+41.60, 3.00'R P(793.53), EC _
P(795.47), EC 3 _STA: 11+89.59, 2.99'R
`N C-3.1 P(793.98), BC 12+00 I C14-
i, STA: 11 +84.96 `1 -
NO'22'01"F 340.14' C9� N 11+00 BC / 1
STA: 10+39.59, 5.00'R
P(795.46), BEGIN MEDIAN
STA: 10+41.56, 7.00'R
:/,
P(795.42), EC
JADE HILLS DRIVE
NOTE:
WHEN JADE HILL DR. IS FUNCTIONAL, PROVIDE NB
TO WB LEFT TURN POCKET/LANE ON COMANCHE DR
LEGEND
C.O.B.
— CITY OF BAKERSFIELD
BC
— BEGIN CURVE
BCR
— BEGIN CURVE RETURN
BVC
— BEGIN VERTICAL CURVE
C1
— CURVE INDEX (SEE CURVE TABLE)
CL OR
— CENTER LINE
EC
— END CURVE
ECR
— END CURVE RETURN
EVC
— END VERTICAL CURVE
EP
— EDGE OF PAVEMENT
EX
— EXISTING
GB
— GRADE BREAK
H.P.
— HIGH POINT
R
- PROPERTY LINE
PI
- POINT OF INTERSECTION
POC
- POINT ON CURVE
POVC
- POINT ON VERTICAL CURVE
PRC
- POINT OF REVERSE CURVE
SO'21'38"W 148.01' C15i. } --�-- --
C-4NO'39'05"E 143.86' — D=5'09'42". T=90.87, L=181.62,
•
_STA: 11+85.41, 7.71'R
P(793.95), BC
COMANCHE DRIVE
a
FUTURE CURB &
BIKE LANE SYMBOL W/ GUTTER
ARROW (TYP.)
NOTE:
MEDIAN WITH ONE—WAY OPENINGS SHOWN FOR
ILLUSTRATION ONLY. FUTURE DEVELOPMENT OF JADE
HILLS DRIVE AND EAST SIDE OF COMANCHE DRIVE WILL
DICTATE TIMING OF INTERSECTION TURN CONTROL.
R/W
- RIGHT OF WAY
VPI
- VERTICAL POINT OF INTERSECTION
EP (55.80)
- EXISTING EDGE OF PAVEMENT ELEVATION
FL (55.99)
- EXISTING FLOWLINE ELEVATION
FS (55.99)
- EXISTING FINISH SURFACE ELEVATION
FG50.98
- FINISH GRADE ELEVATION
FL50.62
- FLOWLINE ELEVATION
FS54.13
- FINISH SURFACE ELEVATION
TC55.88
- TOP OF CURB ELEVATION
35'L
- DISTANCE LEFT OF CENTERLINE OF ROAD
35'R
- DISTANCE RIGHT OF CENTERLINE OF ROAD
2+00.00E
- DIRECTION OF STATION LABEL
�-
BOUNDARY/PROPERTY LINE
-
- EXISTING RIGHT OF WAY
--
- PROPOSED RIGHT OF WAY
- - - -
- PROPOSED STREET
STA: 14+46.16,
- EXISTING STREET t
a
—�- I
- PROPOSED SIDEWALK
-
- PROPOSED FUTURE MEDIAN CURB
--- — -- - - — —I— S1
- DIRECTION OF DRAINAGE
cQ_D
- EXISTING POWER POLE
QS
- EXISTING SEWER MANHOLE
U
- EXISTING CLEANOUT
-- 281 —
- EXISTING CONTOUR
-�
- NEW PAVEMENT
O
- SURVEY MONUMENT
62.71'
- PROPOSED FIRE HYDRANTS
I
_.'R
- EXISTING PAVEMENT
a
—�- I
.
Length
Direction
--- — -- - - — —I— S1
2
S16' 01' 39"E
2.00'
17 3' 55' 08"
C10
40.61'
144.00'
STA: 12+79.59, 13.001
C11
-�
175.47'
7'P(791.98), PRC
_- - - -- -�
62.71'
1991.01'
I
_.'R
-1986.99 �.:
"�
""„
_ .�"`.. ..
00
D=7'43'20", T=134.11,
18Y 00' 00"
C14
T=182.60
�g°w
12' 56' 34"
STA: 14+86.16,
P(787.03), PRC
p=10'26'00",
L =364.19 R=2000.00
,
�:�
STA: 14+46.16,
_
4.00'L
_ _ ..�...0 0'
P(788.12), BC
=2015.99
--
-------
-�
ST
STA: 14+06.16,
6.00'R,
P(788.97), EC
LLJ
STA: 13+66.16, 11.00'R
P(790.03), BC
COMA
FUTURE MEDS AN PLAN W/ FUTURE STRIPING
Line Table
Line #
Length
Direction
L1
30.98'
S16' 01' 39"E
Curve Table
Curve #
Length
Radius
Delta
C9
6.25'
2.00'
17 3' 55' 08"
C10
40.61'
144.00'
1E* 09' 36"
C11
40.27'
175.47'
1;' 08' 58"
C12
62.71'
1991.01'
1 ' 48' 17"
C13
6.28'
2.00'
18Y 00' 00"
C14
30.17'
133.54'
12' 56' 34"
C15
30.37'
114.35'
15' 12' 57"
ROUTE 178
° 4 .
a
lc,$ — __ S1
STA: 16+60.02, 13. 0'L
__S1 —
P(783.61), BC \
STA: 16+62.02, 11.00'
P(783.58), END MEDIAN
i
17
00 f
.0 - :.. r- ... a7, C13
59
N10'p3 2 07 0 \
1600 -- N10•p3'5�"W ? STA: 16+60.02, 9.00'L
P(783.65), BC
SSE,�-jRA ��MENT
E _i IMPR
c
15+49.15, 9.00'L \
X5.68), EC \
j O \
3 TYPE "M-1" MEDIAN CURB
IV,
Scale: NTS
GRAPHIC SCALE
30 15 01 15' 30'
( IN FEET)
1 inch = 30 ft.
6�1 — �d a
CITY RECORDS NO.
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No. I
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D aTE:
3/114/18
DRAFTER
BIAS
St' ALE:
AS SHOWN
C11,MP. NO:
428-)80037
J0.3 NO.:
42
3-08-_-00
:HEE1
C-3.1
S
OF
m
788.19
FS 789.63
50% \ TC 789.55 TC 788.11 1.50%
FS 792.64 1.
� 789.05 � 787.61 �
1.50% TC 793.31 TC 792.57 1.50% /
/ 792.81 / z
FS 793.38 792.07 I o
/ \\ \
/ \ /
/ \ FS 787.91
FS 789.81 TC '87. _
'87.46 \ a
�s TC 792.49 FS 792.48 a� /
/ \ �j' ° 9
/ TC 793.47 _ - ``? P�' \ °Q TC 789 233 0 0 0 h�P� FS 787.87 z
� 791.99
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FS 793.34 0 s m 00 787.39
°° 9 ° 0000° TC 789.79 9.
0 O ° -A* \ / FS 789.86 � ° 3 ° FL 789.29 � �9 \ . FS 787.71 �
TC 793.02
/ °°00
0 00 0 } FS 792.46 \ / ° .��° Q
° 3 �o�° 793.02 TC 791.96 0 ° ° off° h 787.35
791.96 0 ° ° 3 ° 0 787.35
0 0TC 789.84
FS 793.85 g�, 00 9 oy 789.34 ��• -
6'- tiq FS 790.14 .80
TC 79.6 °c� FS 792.40 s, 787.30 --
I ! 3.06 Q o TC 787.63
TC 791.94
1 787.13
TC 793.12 �� 791.94 - -_ TC .91
Ste
TC 792.41 / 789.41 ,
- _ TC 793.77_ _ - - - - - � 791.91
793.27 TC 792.33 TC 790.08
X791-83 FL 789.58 CURB RETURN
p -
Scale: 1":5'
CONSTRUCTION NOTE
CURB RETURN CURB RETURN O INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A OF CALTRANS RSP
CURB RETURN C Scale: 1":5' A88A.
R/W 122.8'
EX.
R/W
I_ 8.4' 57.7' CI
I I I
' � I
4:1 MAX. &6, 6 FL 37.2' 22' I
2:1 MIN.
EDGE OF EX. PAVEMENT SAWCUT
I �
1.47% - 2.90% MATCH EXISTING FS
------------
---------- -- -
--------------
FUTURE SIDEWALK 6
TURE CURB AND GUTTER PAVING SECTION
EDGE OF PAVEMENT INSTALL 0.45' TYPE B AC/ 0.72' AB / 1.12' AS /
TAPER 1' NATIVE SOIL COMPACTED TO 95% M.D.D.
R/W
R/W
148.4'
56.6' I EX.
18.4' R/W 53.6'
i
117.7' I I
4:1 MAX. & 6' IL 43' 22'
I 2:1 MIN. ; 1- i
COMANCHE DRIVE STA: 11+37.98
Looking North Scale: 1":10'
COMBINATION SIDEWALK PER C.O.B. ST -5
COMPA ;T UNDER SIDEWALK I MIN. J
10 95% MAX. DENSITY (TYP.)
TYPE "B" CURB AND GUTTER
PER C O.B., ST -1 COMPACT UNDER CURB
AND GUTTER 6" MIN. TO 95% (TYP.)
1.34% - 1.79%
R/W 131.9' R/W R/W
70.8' 61.1' I - 72'
j
4:1 MAX. &I 4:MAX. &
5.5'
5.5' FL 50.8' 13' 11.8 41' 1 „ , FL 52'
COMANCHE DRIVE STA: 13+00.00
Looking North Scale: 1":10'
6' 1 SAWCUT
MATCH EX. FS
PAVING SECTION
INSTALL 0.45' TYPE B AC/ 0.72' AB / 1.12' AS /
1' NATIVE SOIL COMPACTED TO 95% M.D.D.
±28-7'
COMANCHE DRIVE STA: 14+67.74
Looking North Scale: 1":10'
148.3'
I
9'
TYPE "M-1" MEDIAN CURB
PER COB STD ST -18
COMANCHE DRIVE STA: 15+25.00
Looking North Scale: 1":10'
R/W
,
�%Q'01 ESS 1 pNq
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No.
C-051930
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DESIGN: R: JEM
CHECKI-D BY: _ DGW
DATE: 3/14/18
DRAFTER MAS
SCALE: AS SHOWN
COMP. 140: 42 80800 _S T R
JOB No: 428-08-00
HEET
G C-4.0 6
CITY RECORDS 1N0. OF 6
a)
N
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R/W
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PAVING
SECTION
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Looking North Scale: 1":10'
-----------------------------------------= ----------------------------------------___}__:_ J
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oC
DESIGN: R: JEM
CHECKI-D BY: _ DGW
DATE: 3/14/18
DRAFTER MAS
SCALE: AS SHOWN
COMP. 140: 42 80800 _S T R
JOB No: 428-08-00
HEET
G C-4.0 6
CITY RECORDS 1N0. OF 6
a)
N
N
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R/W
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DESIGN: R: JEM
CHECKI-D BY: _ DGW
DATE: 3/14/18
DRAFTER MAS
SCALE: AS SHOWN
COMP. 140: 42 80800 _S T R
JOB No: 428-08-00
HEET
G C-4.0 6
CITY RECORDS 1N0. OF 6