HomeMy WebLinkAbout6.1-1854 RevisionA
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KERN RIVER CANAL
Know what's below.
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ONTRACTOR SHALL CONTACT 811 FOR
LOCA110N OF ALL U11UTIES, AT LEAST 72
HOURS PRIOR TO FEONNING CONSTRUCT10N
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UNAUTHORIZED CHANGES & USES.- THE ENGINEER
- - ---- -- - --- - -- ---- - -------------
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE NTH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION.
BASIS OF BEARING.-
BENCHMARK.
PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
CONTRACTOR WILL BE REQUIRED TO ASSUME' SOLE AND COMPLF.TE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
.
THE NORTHWEST LINE OF THE KERN RIVER CANAL, AS SHOWN
CENTERLINE MONUMENT ON HOVINGHAM DRIVE, LOCATED 395
FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO
CONSTRUCTION OF THE PROJECT INCWDI NG SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO
ON TRACT MAP 7225 UNIT I AS SOUTH 65*30'25" WEST WAS
S.E. OF THE INTERSEC11ON OF HOVINGTON AND REMBERLY
OR USES OF THESE PLANS. ALL CHANGES TO THE
APPLY CON11NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO
USED AS THE BASIS OF BEARINGS AS SHOWN HEREON.
PASSAGE
PLANS MUST BE IN WRITING AND MUSTBE APPROVED
DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION- WITH
BY THE PREPARER OF THESE PLANS.
- - — - ------------- ----
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
ELEVATION 356.52' PER, COB BENCHMARK -BOOK
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1,825 S.F. — 12' CROSS GUTTER C-2.2 DEMO PLAN
6 EACH — ADA CURB RAMP C-2.3 SIGN & STRIPING PLAN
375 L.F. — 10" MEDIAN CURB — TYPE V C-2.4. ENLARGED PLANS
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C-3.10 STANDARDS
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THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIREC11ON 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 ON CORRECTED PLAINS SUBMITTED TO THE CITY ENGINEER.
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DE ALAN WHITTEN DATE
qOFESSIQU R.C.E. # C-63332 EXP. 06/2020 :z >_
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STUART J. PATTESON ASSISTANT PUBLIC WORKS DIRECTOR DATE Lij
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NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATE
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DESIGNER' JEM
CHECKED BY: DGW`
DATE: 6/13 2019
DRAFTER BDB
SCALE: AS SHOWN
COMP. NO, 3643500—STR
JOB NO.: 364-35�00
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CITY RECORDS NO. OF 9
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1,825 S.F. — 12' CROSS GUTTER C-2.2 DEMO PLAN
6 EACH — ADA CURB RAMP C-2.3 SIGN & STRIPING PLAN
375 L.F. — 10" MEDIAN CURB — TYPE V C-2.4. ENLARGED PLANS
21 Tqjc� gfp CbL690) �-TAM?6D CONCRCTC ENLARGED PLANS
C-3.10 STANDARDS
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THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIREC11ON 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 ON CORRECTED PLAINS SUBMITTED TO THE CITY ENGINEER.
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DE ALAN WHITTEN DATE
qOFESSIQU R.C.E. # C-63332 EXP. 06/2020 :z >_
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C-63332 TRAFFIC ENGINEER- DATE 0 LU
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STUART J. PATTESON ASSISTANT PUBLIC WORKS DIRECTOR DATE Lij
R�C.E. # 44898 m
Arr'PRO'"VIED B"T'**
NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATE
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R.C.E. # 61069
DESIGNER' JEM
CHECKED BY: DGW`
DATE: 6/13 2019
DRAFTER BDB
SCALE: AS SHOWN
COMP. NO, 3643500—STR
JOB NO.: 364-35�00
SHEET
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CITY RECORDS NO. OF 9
QENEEAL UOTES: (C]TY STREET ..PLAN5),- AB) CONFORMING TO SEC11ON 29 OF THE STATE STANDARD WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY CONCRETE ON.ADJACENT LANES SHALL NOT BE GREATER THAN
SPECIFICATIONS. LATEST EDITION; HOWEVER NO RECYCLED OR ENGINEER. 10 FEET. ADD111ONAL ASPHALT CONCRETE SHALL BE PLACED
1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF RECLAIMED MATERIAL WILL BE ALLOWED, BASE MATERIAL IN ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE, SUCH
BAKERSFIELD STANDARDS, LATEST EDITION. LOCAL ROAM SHALL BE OTHER CL 2 AB OR CRUSHED 5. IF'THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND
MISCELLANEOUS BASE (CMB) CONFORMING TO NA11ONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM. (NPDES), COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE
2. IMPROVEMENTS SHALL BE IN ACCORDANCE WITH STATE OF SECTION 200-2,4 OF THE 'GREENBOOK-." A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR
CALIFORNIA BUSINESS AND TRANSPORTA11ON AGENCY THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS
30. IF REQUIRED FOR A MINIMUM COVER OF 300 PER COB WITH CONSTRUCTION ACTIVITY (SWRCI3 ORDER NO. 05
CURRENT EDITION, AS MODIFIED AND DETERMINED APPLICABLE STD. SEC. 3.4.5.2, EXISTING PIPELINES AND U11UTIES SHALL BE WHEN PAVING OPERA11ONS RESUME.
BY THE DIRECTOR. 2009 -009 -DWG AS AMENDED BY ORDER 2010-0014-DWQ AND
LOWERED AT THE DEVELOPE ' R'S EXPENSE PRIOR TO THE ORDER 201*2-0006-DWQ) MUST BE FILED WITH STATE WATER
INSTALLATION OF BASE OR PAVING. RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE 52. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF
3. ALL STREETS HAVE BEEN DESIGNED IN ACCORDANCE NTH THE 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS
TRAFFIC INDEX AS SHOWWON THE TYPICAL CROSS-SECTIONS, 31. ALL PERMANENT STRIPING AND MARKING SHALL BE BEGINNING OF ANY CONSTRUC11ON ACTIVITY. COMPLIANCE NTH DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE
THERMOPLAS11C PAINT IN CONFORMANCE WITH CALTRANS SPEC THE GENERAL PERMIT REQUIRES THAT A STORM WATER DETERMINED IN ACCORDANCE WITH, CALIFORNIA TEST 375.
POLLU11ON PREVENTION PLAN (SWPPP) BE PREPARED.,
4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM 'R' VALUE 8010-21C-19. ALL TEMPORARY STRIPING AND MARKINGS NOT*
AS SHOWN ON TYPICAL CROSS-SECTIONS. SHOULD FURTHER IN THOR ULTIMATE LOCATION SHALL BE WATERBORNE PAINT. CON11NUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABI F FOR 53. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE
TESTING SHOW A LOWER 'R' VALUE OF THE ACTUAL IN-PLACE PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. IS LESS THAN 92 PERCENT OR GREATER THAN 94'PERCENT OF
MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE 32. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES.FROM PROJECT SITE IS LESS THAN ONE ACRE; A PERMIT IS NOT THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE
REQUIRED. ADVISED THAT THE REQUIRED RELA11VE COMPACTION IS NOT
LOWER 'R' VALUE. PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR
BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES,
THE WORK IN THE EXIS11NG PUBLIC RIGHT-OF-WAY TO A5PHALI QQNCEEIE PAVIN_G NQIES: OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT
5. ANY LAYER OF 'R' VAWE MATERIAL SPECIFIED IN THE TYPICAL ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. 40. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED).FOR ALL
CROSS-SEC11ON MAY BE INCREASED IN DEPTH PROVIDED THAT (FOR TRACTS, WITH PRIVATE STREETS, PARCEL MAP CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL
ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' (MODIFIED) THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE
THE MATERIAL ABOVE HAS NO LESS THAN THE MINIMUM IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS).
THICKNESS SHOWN. FOR LOCAL STREETS AND' SHALL CONFORM TO THE PROVISIONS ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE
33. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR IN SECTION 39, "ASPHALT CONCRETE", OF THE STANDARD REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE
6. IF APPROVED IN WRITING BY THE DIRECTOR, AN ALTERNATE INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IS GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT C-63332
CONCRETE REPRESENTED BY THAT, LOT SHALL BE REMOVED AND
PAVEMENT DESIGN USING CLASS III AGGREGATE BASE AND A TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE 41. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED REPLACED WITH MATERIAL THAT MEET THE IN-PLACE DENSITY
THICKER A.C. SEC11ON MAY BE USED. PLANS BYTHE RECREA11ON & PARKS DEPARTMENT.
MINERAL AGGREGATE FOR TYPE 'A' (MODIFIED) OR TYPE '13 REQUIREMENTS. C1011
7. ANY WORK WHICH AFFECTS ANY EXISTING CITY MAINTAINED (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE 4t' OF 1�
34. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION.170 AT
ROAD OR THE TRAFFIC THEREON SHALL BE COMPLETED WIMN LEAST 1.0 FT. UNDER AND EACH SIDE OF X -GUTTER AND REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE , OF THE 54. IF THE TEST RESULTS FOR ANY LOT OFASPHALT CONCRETE
20 WORKING DAYS FROM START OF WORK. COMMERCIAL DRIVE APPROACHES. STANDARD SPECIFICATIONS FOR 3/4 INCH MAXIMUM, MEDIUM INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS
GRADING. THAN 90 PERCENT OR MORE THAN 96 PERCENT THE ASPHALT
CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND
8. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE 35. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT
REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE
GUTTER FLOWLINES (INVERTS). SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN 42. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE
IN 114E APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT
9. MAXIMUM PLUS GRADE TOLERANCE FOR A.B., A.S.B./ AND O.G. REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT THE CONTRACTOR'S EXPENSE.
SHALL BE 0.05 OF A FOOT. APPROVAL 10 DAYS PRIOR TO PAVING. BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE
FOR "STEAM -REFINED PAVING ASPHALTS IN SECTION 92-1.02, 55. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL
1.0. PORTLAND CEMENT CONCRETE SHALL BE CLASS B UNLESS 36. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH "GRADES", OF THE STANDARD SPECIFICATIONS. BE DETERMINED BY:
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OTHERWISE INDICATED. T`WIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL 55.A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING
CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY 43. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED NTH THE
11. PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATION. MINERAL AGGREGATE SHALL' BE* DETERMINED BY THE DEVICE IN THE FIELD, OR z
DEVICES (NOT SHOWN. ON THESE PLANS) SHALL BE INSTALLED CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD
55.8. ASTM Dl 188 WHEN SLABS OR CORES ARE TAKEN FOR
TO PLAN APPROVED BY THE CITY OF BAKERSFIELD ENGINEER. 37. NOTE TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE
LABORATORY TESTING. ZINC STEARATE MAY BE
-7 0
EACH CONDUIT LOCATION. WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE'APPROVED
SUBST111JTED WITH PARAFFIN.
'412. STREET LIGHTING SHALL BE INSTALLED AND A MEANS PROVIDED
BY THE CITY ENGINEER.
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TO CONTRACT FOR PUBLIC UTILITY SERVICE AND MAINTENANCE. 38. NTH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS
55.C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED.
AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION 44. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE
13, PRIOR TO THE START OF ANY EARTHWORK, THE SUBDIVIDER OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY
56. IF THE FINISHED SURFACE OF THE'ASPHALT CONCRETE DOES
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SHALL OBTAIN A GRADING PERMIT AS REQUIRED BY CITY HEREIN. ENGINEERS REVIEW AND APPROVAL: NOT MET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE
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ADOPTED U.B.C. (MODIFIED) AND GRADING ORDINANCE. BROUGHT WITHIN TOLERANCE BY EITHER: ffi 0
39. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF
44-A. A LIST OF AGGREGATE AND ASPHALT SOURCES 2
14. WHEEL CHAIR RAMPS SHALL BE CONSTRUCTED AT ALL CURB WALL OR STRUCTURE SHALL BE 4: 1, EXCEPT FOR TWO. FEET 56.A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND
RETlJRNS- SEE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE. SHALL BE 44.8. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE
BLADES
AS DIRECTED BY THE ENGINEER. 27o. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING INCORPORATED IN THE WORK CONFORM TO THE
BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION REQUIREMENTS OF SECTION 39-2.02V "AGGREGATE", OF 56.B. REMOVAL AND REPLACEMENT, OR
15. ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO ONTO THE SIDEWALK. THE STANDARD SPECIRCA11ONS AND THESE SPECIAL
STRUCTURES, POLES, PIPELINES, CONDUCTS CANALS AND
PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND 56.C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. F=
APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONS 40. NOTE THAT NO PLANS WILL BE APPROVED UN11L ALL EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN
BY THE CITY ENGINEER, SHALL BE RELOCATED AT THE EXPENSE EASEMENTS HAVE RECORDED.
SIX (6) MONTHS. ALL OTHER - TESTS RESULTS SHALL BE THE METHOD WILL BE SELECTED BY THE CITY
OF THE SUBDIVIDER. :Z:
NO OLDER THAN ONE (1).YEAR. ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE 0
N915 EM !HE ENONEER.-
CONTRACTORS EXPENSE.
1�6. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS 44.C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN
DIRECTED BY THE CITY ENGINEER IN ORDER TO PROVIDE A SAFE 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY 57. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED
CONNEC11ON TO THE EXISTING STREET PAVEMENT., START OF CONSTRUCTION. A PERMIT SHALL BE 013TAINED TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL
FROM CITY/COUNTY PUBLIC WORKS DEPARTMENT FOR WORK TO BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE
17. STORM DRAINAGE SUMP SHALL NOT BE ALLOWED TO ACCEPT BE DONE IN THE CITY/COUNTY STREET RIGHT-OF-WAY. THEORETICAL MAXIMUM DENSITY OF THE,DESIGN MIXTURE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF
WATER UNTIL SECURED BY PERMANENT FENCING OR IN THE AS DETERMINED BY ASTM D2041. THE ASPHALT GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL
CASE OF SHALLOW UNFENCED SUMPS NOT UN11L COMPLIANCE 2. THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND CONCRETE MIX SHALL MEET THE REQUIREMENTS OF TO, THE NEAREST LANE LINE OR PAVEMENT EDGE AND THE
WITH DEPTH AND SIDE SLOPE CRITERIA AS SET BY THE CITY OF PIPELINES ARE SHOO IN AN APPROXIMATE WAY ONLY. THE SECTION 39-2.02, AGGREGATE OF THE STANDARD TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO.THE
BAKERSFIELD DEVELOPMENT STANDARDS. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL SPECIFICA11ONS AND THESE SPECIAL PROVISIONS. IF THE PAVEMENT CENTERLINE, ALL GROUND AREAS SHALL CONFORM
EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE
18. ASPHALT REJUVENATING AGENT SHAH BE APPLIED TO NEW COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE
SUBSTAN11ALLY THE SAME AS WHEN THE DESIGN WAS LAST FOUR PARAGRAPHS OF SECTION 42-2.02,
ASPHALT CONCRETE PAVEMENT, AS DIRECTED BY THE CITY FOR ALL DAMAGES WHICH MIGHT.BE OCCASIONED BY HIS Ir -
PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS "CONSTRUCTION OF THE STANDARD SPECIFICATIONS. A FOG ro
ENGINEER, IN ACCORDANCE WITH THE PROVISIONS IN im
FAILURE. TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY OLD. THE CONTRACTOR SHALL BEAR ALL THE COSTS SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT
SEC11ON 37 B111JMINOUS SEALS" OF THE STANDARD AND PIPELINES ALL EXISTING cr- <
AND ALL UNDERGROUND UTIU11ES Q
ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. SURFACES AT THE CONTRACTORtS EXPENSE. THE FOG SEAL Lu
SPECIFICATIONS AND THE STATE DEPARTMENT OF IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTERS, COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT ai�
TRANSPORTATION'S STANDARD SPECIAL PROVISIONS CURRENTLY FENCING, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT 45, *JERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EMULSION AS DIRECTED BY THE CITY'ENGINEER. <
IN EFFECT.'
SHALL BE REPAIRED OR.,REPLACED AS*DIRECTED BY THE EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE __j
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CITY/COUNTY ENGINEER. SAW CUT IN A NEAT STRAIGHT LINE, OTHER PARALLEL OR 58. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE
19. PAVEMENT GRINDING IN ACCORDANCE NTH SEC11ON 42 OF THE PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION
STANDARD SPECIFICATIONS SHALL BE PROVIDED AS DIRECTED
3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL THE MINIMUM DISTANCE OF TWO AND A HALF (2.5) FOOT FROM 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL
BY THE CITY ENGINEER WHERE NEW PAVEMENT MEETS EXISTING
PAVEMENT. OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED THE EXISTING EDGE OF PAVEMENT. STREETS SHALL BE CAB OR FINE GRADA11ON CRUSHED
BY THE CITY/COUNTY ENGINEER. MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4
20. ALL FRAMES AND COVERS WITHIN THE STREET RIGHT-OF-WAY 46. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS OF THE "GREENBOOK ...... WHICH ALLOWS UP TO 50% OF THE
SHALL BE ADJUSTED TO FINISHED GRADE PER K.C.D.S. PLATE 4. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND
FACILITI
NO. R-69. ,E$, THE CONTRACTOR SHALL, PRIOR TO BEGINNING CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED
CONSTRUCTION VERIFY THE LOCATION (HORIZONTAL AND 39-4.01, "SUBGRADE", OF THE STANDARD SPECIFICATIONS BASE OR A COMBINATION OF THESE MATERIALS. OTHER
21. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT VERTICAL), SIZE AND TYPE OF THE EXISTING FACILITY. SHOULD SHALL BE MET. RECYCLED BASES'SHALL NOT BE ALLOWED. AGGREGATE BASE
THE AC11JAL LOCATION, SIZE OR TYPE DIFFER FROM THAT
SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY
DETAIL ST -12. SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE 47. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL DENSITY.
ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO
AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING
22. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF 59. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE
5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. FOLLOWING MODIFIED CALTRANS STANDARDS SPECIFICATION
BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, :z
DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: C -D.
THE HOURS OF CONSTRUCTION OF THE PROJECT, INCLUDING THE 48. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED
23, PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE SAFETY OF ALL PERSONAL PROPERTY; THAT THIS REQUIREMENT TRAFFIC LANE STRIPE LOCA11ONS UNLESS OTHERWISE PERMITTED IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF
CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN SHALL APPLY CON11NUOUSLY AND NOT BE LIMITED TO NORMAL BY THE CITY ENGINEER. MATERIAL THEREON, THE GRADING PLACE SHALL CONFORM TO
24 HOURS NOTICE. (661) 326-3049. WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, THE FOLLOWING: mo. CL.
INDEMNIFY AND HOLD THE OWNER AND- THE ENGINEER 49. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED
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HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE
24. STAMP AND S" IN CURB FACE OVER EACH SEWER LATERAL.
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND BASE IS TO BE PLACED ON'THE GRADING PLANE, THE
PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE PRIVATE DRIVE MERE SHOWN ON THE PLANS AND AS DIRECTED GRADING PLANE AT ANY POINT SHALL NOT VARY V)
25. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED NEGLIGENCE OF THE OWNER OR THE ENGINEER. BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF LAJ
ON POSTS NTH HAWKINS M2G SERIES BOLT AND MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE 0
VANDAL -PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED ESTABLISHED BY THE ENGINEER.
INSTALLED PER STD. T-2 SHALL BE LOCATED WITHIN 6. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONNECTIONS. tij CL
SIDEWALK 6" FROM BACK. DEVELOPER/SUBDI\4DER/CONTRACTOR. THE NUMBER AND B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN 0416"
M
LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE 50. WERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT ASPHALT CONCRETE BASE),IS TO BE PLACED ON THE LLJ
26. AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE CITY ENGINEER AND/OR IRRIGATION DISTRICT. CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL GRADING PLANE, THE GRADING PLANE AT ANY POINT
OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR
7. CORNERSTONE ENGINEERING, INC. SHALL NOT BE RESPONSIBLE EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE
DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN BELOW THE GRADE ESTABLISHED BY THE ENGINEER.
EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED OR LIABLE FOR UNAU`THORIZED CHANGES TO OR USES OF LONGITUDINAL DROP -OF BETWEEN ADJACENT LANES IS NOT cy.
BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN THESE PLANS. - ALL CHANGES TO THESE PLANS MUST BE GREATER THAN THAT WHICH CAN BE SURFACED DURING THE
APPROVED IN WRITING BY CORNERSTONE ENGINEERING, INC FOLLOWING SHIFT OF, NORMAL PAVING OPERATIONS. ADDITIONAL V)
APPROVED ENGINEER'S ES11MATE FOR THE WORK PERFORMED ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE C.D
WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. CONCRETE SHALL BE HAND RAKED AND COMPACTED' TO FORM
LPECIAL NQIE
TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO
27. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND
CURRENT EDITION, APPLY TO THESE PLANS: 1. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2)
ST -1, CURB AND GUTTER TYPE #B" WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-642-2444) BREAKER, MAY BE PLACED UNDER THE CONFORMS TO DESIGNER: JEM
FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING
ST -2, MEDIAN CURBS TYPE V OPERATION RESUME. CHECKED BY: DGW
ST -3, COMMERCIAL DRIVE APPROACH TYPE "A" 2. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS
AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE 51. WERE COMPACTED THICKNESS OF A LAYER OF ASPHALT DATE: 6/13/21019
SECURITY AND INSURANCE HAS BEEN OBTAINED.
28. THE FOLLOWING CALTRANS STANDARD DETAILS, CURRENT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS DRAFTER BDB
EDITION, APPLY TO THESE PLANS: SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF
3. INSTALL BLUE MARKERS AT CENTERLINE.FOR FIRE HYDRANT SCALE: AS SHOWN
REVISED STANDARD PLAN RSP A88A, CURB RAMB LOCATIONS. ASPHALT CONCRETE IS PLACED ON ALL CON11GUOUS LANES OF
THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO COMP. NO: 3643500-STR
29. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL 4. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE JOB NO., 364-35 . -00
MEET THE SPECIFICATIONS FOR CLASS .2 AGGREGATE BASE (CL2 DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT
DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS
SHEET
CITY RECORDS NO. OF
PEMBERLY PASSAGE AVE W- ENTRANCE
SEE SHEET SC -2.1
__j CN
LO CL
oo 00
Im
EX. 'SIDEWALK
o
o
..... ....... ...... ...... CNX
Im
....... ...... ....... ....... ...... ... ..... ...
/ ;0:f 00 119t.
x
Gj
STA: 0+56. 87, 45.47'L
1A11 EX. STREET LIGHT
%A/1 e)
wif w 12: z
STA: 3+05.31, 8.00'L
FS 356*75, EC
(IV FS 356.75, EC
STA: 2+15.31, 4.831
: :j L
C1 <
(355.41) FS 356.56, BC
STA: 24��531, LOU K
.... ....... ..... I //z r r.,:- ,
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+ 4:6
LO
A
SEE DETAIL 3 ON
SHEET SC -2.3
4_4
7
-mom---
STA--3+ O'L
W12- _W12 S-357.0 N5
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0
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00 HOVINGHAM DRIVE ny
-2.4
S rA: 4 53.69. SHEET SC
-CF U') _TV1 441
EX. CURB VC
�7FS 356.88, PCC C/)
IV
FS (358.35�)) V
_F_ wl
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n n 4 -nn LZ) 356.37, EC 00 n _A, , , I
n'
00"
S45*02'53"E 395.60 A
EX. MEDIAr�� �6
TO REMAIN STA: 2+15.31, 5.64*Rj STA: 2+40.08, 5.59'R
FS (355.46) FS 356.15, MATCH/BC C�
FS 356.22, MATCH
STA: 2+99.93, 5.66'R
16 FS 356.47, MA
90' TRANS11 ION
STA: 0+43.87, 58.71'R
EX. STREET LIGHT
r- L I r%
M.- a- 1%w a.- 9
If %_�
LS -
LANDSCAPE
C.O.B.
- CITY OF BAKERSFIELD
FS 54.13 -
FINISH SURFACE ELEVA11ON
BC
- BEGIN CURVE
TC 55.88 -
TOP OF CURB ELEVATION
BCR
- BEGIN CURVE RETURN
35L -
DISTANCE LEFT OF CENTERLINE OF ROAD
BVC
- BEGIN VER11CAL CURVE
35'R -
DISTANCE RIGHT OF CENTERLINE OF ROAD
C1
- CURVE INDEX (SEE CURVE TABLE)
2+00.00E -
DIRECTION OF STATION LABEL
CL OR
- CENTER LINE
-
BOUNDARY/PROPERTY LINE
EC
- END CURVE
-
EXISTING RIGHT OF WAY
ECR
- END CURVE RETU I RN
PROPOSED RIGHT OF WAY
EVC
- END VERTICAL CURVE
Lij
>
PROPOSED STREET
EP
- EDGE OF PAVEMENT
EXISTING STREET �
EX
- EXISTING
PROPOSED SIDEWALK
GB
- GRADE BREAK
VA'
PROPOSED FUTURE MEDIAN CURB
H.P.
- HIGH POINT
- - - - - - _ - ----------... i ............................... . . ......
DIREC11ON OF DRAINAGE
..................................... .... . .. ..............................
- PROPERTY LINE
C)
EXISTING POWER POLE
Pi
- POINT OF INTERSECTION
EXISTING SEWER MANHOLE
POC
- POINT ON CURVE
LIJ
EXISTING CLEANOUT
POVC
- POINT ON VERTICAL CURVE
281
EXISTING CONTOUR
PRC
- POINT OF REVERSE CURVE
E
NEW PAVEMENT
PCC
- POINT OF COMPOUND CURVE
7;7
SURVEY MONUMENT
PROPOSED FIRE HYDRANTS
R/W
- RIGHT OF WAY
............... ...................... .................
<
VPI
- VERTICAL POINT OF INTERSECTION
...............................
EXISTING PAVEMENT
EP (55.80)
- EXISTING EDGE OF PAVEMENT ELEVATION
.0
..... ...... ........................................
IL (55.99)
- EXISTING FLOWLINE ELEVATION
0
NEW SIDEWALK
FS (55.99)
- EXISTING FINISH SURFACE ELEVATION
LIJ,
NEW CONCRETE CROSS GUTTER
FG 50.98 -
FINISH GRADE ELEVATION
LAJ.Zl-
L-tj
50.62 -
FLOWLINE ELEVATION
z
SAWMT
SIDEWALK
(SHOWN)
6"
STAMPED CONCRETE,,
OR
LANDSCAPING
L?
LU
M
00
C� 'Lf.
13.32' ON _C) L LO
y2"
ED
I.-_
>-
0.21' (2.5-)
C= n
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4
TYPE "B"
A.C.
ry
F-
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SLOPE
............. ........ ...... ...............
.... . ....... . ............
........
.................. .......
........... .........................
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........... I ........... ...... ..................
ON
+
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+
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.............. . . . .... . ....
... ....... (1.01 go) ................
.. . 517"0)
71 ....
362
6" CLASS "B" \,-0.33' (4") CLASS 11
CONCRETE CURB AGGREGATE BASE
1' (12") NATIVE SOIL COMPACTED
-INSTALL 1/2" EXPANSION JOINT 0 60' o.c. TO 95% M.D.D.
-WEAKENED PLAN JOINTS @ 10' o.c.
-JOINTS IN ADJACENT SIDEWALKS SHALL MATCH
F 6" ON-SITE CURB
Scale: 1":1'
370
FS 356.65
Lo
co 00 -to
C*4
C_j STA: 4+17.87, 5.84'R
C-2.0 FS 356.73, MATCH
STA: 3+58.94, 5.619R "*\-STA: 3+95.57, 31.64'R
FS 356.52, MATCH 150' STORAGE EX. STREET LIGHT
Curve Table
Curve #
Length
Radius
Delta
C1
30.22
143.97
12* 01' 34"
C2
30.22
146.85
11 0 47' 25"
C3
58.56
1007.00
30 19' 54"
C16
79.29
1007.00
40 30' 41
C26
359.05
999-00
20o 35' 33"
TRACT 7257 UNIT 1
/f
01)
4� J1
+00
STA: 5+06.53, 0.00
FS 357.52
7
Z� STA: 8+06.61, 40.07'L
OF ENTRANCE
EX. STREET LIGHT
C%4 ...........
N
b'
(356.70) zt_ SEE DETTAAJIL 4
STA: 5+74.02, 8.001 -
SHEET SC -2.3
FS 358.82, PCC It
90S MATCHLINE FS 362.56 FS (362.82)
TRANS17ION STA: 6+52.68,
qTAo 74-nx; sq n nn'
Plan and Profile (Public)
PAVING SECTION
INSTALL 0.30' TYPE B AC/ 0.40' AB / 1.25'
NA11VE SOIL COMPACTED TO 90% M.D.D.
PAVING SECTION NOTE
TRAFFIC INDEX=6, "R" VALUE=59, AND PAVING SECTION
WERE TAKEN FROM PROJECT NO. 1.1-7255
STREET PLANS FOR TRACT NO. 7255 - UNIT 1
SEE R/W
ONSI TE
GRADING 8.5' 48'
PLANS
13.3'
E
2%
E' X. CURB &
GUTTER
± 34.7'
ra 6MY1, rma
MATCHLINE FS 362.73
5+96.61, 5.75'R 80, OF ENTRANCE--_ STA: 7+05.66, 10.46.
STORAGE
FS 359.15, MATCH FS 362.00, PRC S-24- 264yp 400
Ll
ATCHLINE 41 4��_
6-
6 p �A 2
MC Ut I AJL - Z U
SHEET SC -2.4
CONSTRUCTION NOTES
INSTALL 6" CONCRETE. CURB PER DETAIL F ON THIS SHEET.
INSTALL 4" THICK SIDEWALK PER PROPOSED C.O.B. STANDARD ST -5
INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A OF CALTRANS RSP A88A.
CONSTRUCT STANDARD 12' CROSS GUTTER PER C.O.B. STANDARD ST -3
SAWCUT & MATCH EXISTING A.C. PAVEMENT
INSTALL TYPE V MEDIAN CURB PER C.O.B. STANDARD ST -2
CONSTRUCT TYPE 'B' 6" CONCRETE CURB AND GUTTER PER C.O.B. STD. DETAIL
ST -1 ON SHEET SC ''I r5 0
%vor'00,1111111111 1:1 1111111111111111 111111V_401"�i
1� IOR TO CONSTRUCTION, CONTACT THE CITY OF BAKERSFIELD RECREA11ON & A,
PARKS DEPARTMENT (661-326-3866) FOR LANDSCAPE AND IRRIGATION
MODIFI'C#A1ION REQUIREMENTS. ALL TREES & SHRUBS REQUIRED TO BE REMOVED
SHALL BE RE ' PLACED IN LIKE KIND AND SIZE AT A 2 TO 1 OR AS DIRECTED BY THE
RECREATION & PARKS DEPARTMENT.
2' MIN
VARIES
(PE "M" MEDIAN CURB
PER COB STD ST -2
EX. MEDIAN CURB)---
±28.5'
SAWCUT
8' + 5.6' LINE
T
I
VARIES EX. MEDIAN CURB
`-�\ PAVEMENT SECTION
0.30' AC PAVING OVER
0.40' CL. 2 AGG. BASE OVER 1.00' NAT.
GROUND COMPACTED TO 95% MAX. DENSITY
PAVING SECTION NOTE.
SECTION I TRAFFIC INDEX=6, "R" VALUE=59, AND PAVING SECTION
Scale: I"=5' WERE TAKEN FROM PROJECT NO. 1.1-7255
STREET PLANS FOR TRACT NO. 7255 - UNIT 1
a
3
I Oki xvi WAA a a
DERRILL G. MITTEN, JR.
R.C.E. # C-051930
JIM M. SCHROETER
R.C.E. # C-46185
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+
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.............. . . . .... . ....
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71 ....
362
DESIGNER:
JEM
CHECKED BY.
DGW
CURVE
EXISTING CENTERLINE PROFILE to
ALONG HOVINGHAM DRIVE 7� Uj V)
6/13/2M
362
DRAFTER
BDB
SCALE:
AS SHOWN
COMP. NO:
36435001-STR
GRAPHIC SCALE
30' of 30'
JOB NO.:
364-35-00
SHEET
HORIZ: 1 "=30'
VERT: 1 "=3'
SC-2.OK
<
STA: 5+39.37
3
OF 9
- - - - - _------_--------
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---------------------
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LEV: 357.25, ECR ................................ ................ . . . ......... -
... . ... 159%
.. . . . . . ............ .............................. .
360
m
00
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n
00 �6
MAT�H EX. FLOWLINE 0/0
C%4
+ n
LO 2.02%
360
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P ROPOSED NE FLOWLINE
.... ....... ...................................................................
... ........... ........................................
....................................
EXISTING CENTERLINE PROFILE
_j
V) a IS_nNG NE
35 8
ALONG HOVINGHAM DRIVE
(1.54 FLOWLINE PROFILE
%)
358
........... ......................... z ......
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. ...... ........ ............
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356
(0. 267o)
(0.307o) (0.577o)
PROPOSED NE FLOWLINE
356
0.347o)
-(0.237o)
(6.217.)
-1.64%
(0.067o) (0 o) (0.237.)
.287
....... . . ......... - - .......................................
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EXISTING NE
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354
FLOWLINE PROFILE
354
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U+UU U+Z)U 1+UU W U z+UU 2+1 15+UU 15+bu 4+UU 4+bU b+UU
NORTH EAST FLOWLINE PROFILE-
b+bO 6+00 6+bO 7+00 7+bO 8+00 8+22
MY RECORDS NO.
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DATE:
6/13/2M
DRAFTER
BDB
SCALE:
AS SHOWN
COMP. NO:
36435001-STR
GRAPHIC SCALE
30' of 30'
JOB NO.:
364-35-00
SHEET
HORIZ: 1 "=30'
VERT: 1 "=3'
SC-2.OK
3
OF 9
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TRACT 7255 UNIT 2
STA: 0+5Q.2&, 52AZL
EX. STREET LIGHT
_w
W8
2
.9r .47R
�Tk 2+5 us 0
EX. STREET LIGHT
STA: 1+36.37, 0.431 QE. ENTRANCE
EX. MEDIAN EX. KEEP S1 2 FS 354.98
EX. STREET LIGHT &12 --
RIGHT SIGN
R4-7 L=183-54, R=500.00
2 00
3+00
A--21*01'56"t Tt=92.82
00
S12
N E 214,17' EX. MEDIAN
-'o 62*27'15" CL
0
L0
C14
D30 D30 S12
--------- D30 _D30— 06
D30 _D30
E r -A.
X CURB & GUTTER D24–,
CN
LO V)
u") wmww zz.
cv
r- A
S�2+ W
D
D24
co
77
co
EX CURB GUI1tK
056474%
0-
Q+%&Z .471
------ EX. CURB INLET
EX. SIDEW LK
EX. STREET LIGHT
ws
wal
EX. SIDEWALK
77
30.11
SEE DETAIL 5
ON SHEET C-2.4
CONSTRUCTION NOTES
-------------
Plan a,nd Profile INSTALL 6" CONCRETE CURB PER DETAIL F ON SHEET 2.0
PAVING SECTION INSTALL 4" THICK SIDEWALK PER PROPOSED C.O.B. STANDARD. ST -5
INSTALL 0.30' TYPE B AC/ 0.40' AB 1.00'
NATIVE SOIL COMPACTED TO 90% M.D.D.
PAVING SECTIQN NOTE INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A OF CALTRANS RSP A88A.
TRAFFIC INDEX=4.5, "R" VALUE=59, AND PAVING –3
SECTION WERE TAKEN FROM PROJECT NO. 1.1-7255 CONSTRUCT STANDARD 12' CROSS GUTTER PER C.O.B. STANDARD ST
STREET PLANS FOR TRACT NO. 7255 – UNIT 1
(D SAWCUT & MATCH EXISTING A.C. PAVEMENT
INSTALL TYPE 'M' MEDIAN CURB PER C.O.B. STANDARD ST -2
0 CONSTRUCT TYPE 'B' 6 " CONCRETE CURB AND GUTTER PER C.O.B. STD. DETAIL
7 ST -1 ON SHEET C-3.0.
364
WAMW
NORTH
EAST
FLOWLINE
Pmw&
%FILE
LEGEND
C.O.B.
– CITY OF BAKERSFIELD
DESIGNER:
JEM
CHECKED BY.
DPW
BC
– BEGIN CURVE
DATE:
6/13/2019
BCR
BEGIN CURVE RETURN
SCALEa
AS SHOWN
COMP. NO:
3643500—STR
BVC
BEGIN VERTICAL CURVE
GRAPHIC SCALE
JOB NO.:
364-35-00
ci
CURVE INDEX (SEE CURVE TABLE
HORIZ: 11"�-20*
C-2.1
SHEET
4
an Saw ft.
VERT: 111=21
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
– PROPERTY LINE
P1
– POINT OF INTERSECTION
POC
– POINT ON CURVE
POW
– POINT ON VERTICAL CURVE
PRC
– POINT OF REVERSE CURVE
PCC
– POINT OF COMPOUND CURVE
C-63332
R/W
– RIGHT OF WAY
VPI
– VERTICAL POINT OF INTERSECTION
CIVI\%-
EP (55.80)
– EXISTING EDGE OF PAVEMENT ELEVATION
(55.99)
– EXISTING FLOWLINE ELEVATION
FS (55.99)
– EXISTING FINISH SURFACE ELEVATION
50.98
– FINISH GRADE ELEVATION
50-62
– FLOWUNE ELEVATION
FS 54.13
– FINISH SURFACE ELEVATION
TC 55,88
– TOP OF CURB ELEVATION
351
– DISTANCE IFFT OF CENTERLINE OF ROAD
35R
– DISTANCE RIGHT OF CENTERLINE OF ROAD
2+00,OOE
– DIRECTION OF STATION LABEL
BOUNDARY/PROPERTY LINE
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
PROPOSED STREET
EXISTING STREET
PROPOSED SIDEWALK
PROPOSED FUTURE MEDIAN CURB
Ao
OF DRAINAGE
EXISTING POWER POLE
U,
u
V) 2,
LIJ
LLJ
';=�
5i (too CIS
EXISTING SEWER MANHOLE,
0
EXISTING CLEANOUT
Z:
w
281 EXISTING CONTOUR
NEW, PAVEMENT (SEE STREET PLAN)
SURVEY MONUMENT
PROPOSED FIRE HYDRANTS
z
EXISTING PAVEMENT
F=
_j
– NEW SIDEWALK
– NEW CONCRETE
– SAWCUT
364
WAMW
NORTH
EAST
FLOWLINE
Pmw&
%FILE
DESIGNER:
JEM
CHECKED BY.
DPW
DATE:
6/13/2019
DRAFTER
BDB:
SCALEa
AS SHOWN
COMP. NO:
3643500—STR
GRAPHIC SCALE
JOB NO.:
364-35-00
20' 0 20
HORIZ: 11"�-20*
C-2.1
SHEET
4
an Saw ft.
VERT: 111=21
OF
t ,
-----------
INSTALL SCHOOL ADVANCE
CROSSING ASSEMBLY
SW24-3(CA)
PAINT "SLOW SCHOOL XING"
PER CALTRANS STD. A24D
INSTALL NO, PARKING SIGN
INSTAH NO
R26 (CA) PARKING SIGN
R26 (CA)
PEMBERLY PASSAGE AVE
EYJSTING ROUNDABOUT
CIRCULATION PLAOUE
R6 -5P
INSTALL NO PARKING SIGN
R2 6 (CA)
.4c
t ,
wl
P-15
V)
z
0
C—)
r-A1011INU IAUVIANUL STk 3+05.31, 4,50'R I TV.)
L INSTALL DO NOT
WARNING SIGN
BEGIN STRIPING
ENTER SIGN R5-1
W11-2
Z: 1
INSTALL TYPE Q (CA)
MARKER PER C.0,13. 5TA: �+74.Ql 4-50'R 38
INSTALL ROAD ENDS SIGN 148,1'
STANDARD T-15 BEGIN STRIPING
EXISTING ADVANCE W31 A (CA)
EXISTING ADVANCE WARNING SIGN END STF
W11-2
WARNING SIGN
W11-2
-- ---- ---- --- -------------------------- ---------
EXISTING ADVANCE
WARNING SIGN
W11-2
Q?
INSTALL SCHOOL SPEED
CD
LIMIT ASSEMBLY C (CA)
SR4-1(CA)
PAINT "SLOW SCHOOL XING'f
PER CALTRANS STD. A24D
STRIPING LEGEND
INSTALL SCHOOL ADVANCE
CROSSING ASSEMBLY
-ODO
SW24—'3(CA) CHANNELIZING STRIPING PER CALTRANS. STD. PLAN DETAIL' 38A ON SHEET `A2
avow
1,6
------------- ------ caywcowN
Lu
jj�
1 1
wv C14
UJ
LLJ
Lij
Q3
wl
P-15
V)
z
0
C—)
r-A1011INU IAUVIANUL STk 3+05.31, 4,50'R I TV.)
L INSTALL DO NOT
WARNING SIGN
BEGIN STRIPING
ENTER SIGN R5-1
W11-2
Z: 1
INSTALL TYPE Q (CA)
MARKER PER C.0,13. 5TA: �+74.Ql 4-50'R 38
INSTALL ROAD ENDS SIGN 148,1'
STANDARD T-15 BEGIN STRIPING
EXISTING ADVANCE W31 A (CA)
EXISTING ADVANCE WARNING SIGN END STF
W11-2
WARNING SIGN
W11-2
-- ---- ---- --- -------------------------- ---------
EXISTING ADVANCE
WARNING SIGN
W11-2
Q?
INSTALL SCHOOL SPEED
CD
LIMIT ASSEMBLY C (CA)
SR4-1(CA)
PAINT "SLOW SCHOOL XING'f
PER CALTRANS STD. A24D
STRIPING LEGEND
INSTALL SCHOOL ADVANCE
CROSSING ASSEMBLY
-ODO
SW24—'3(CA) CHANNELIZING STRIPING PER CALTRANS. STD. PLAN DETAIL' 38A ON SHEET `A2
avow
1,6
------------- ------ caywcowN
a
R/W
Curve
EX. SIDEWALK
- r A
Radius
—tFS
F$ .35
(357.24)
�4T
20.00
I
MATCH
bed x FS 35
33.96
20.00
F1 '357,17)
C6
MATCH
FS 2
—W12—
C23
EX. CURB
FS 356.95
& GUTTER
C24
5.88
10-00
33* 41' 33"
C25
j 27.89
7
79* 54' 187
STA: 4+2116, 34A!�L
TC (356.88)
FS (356.38)
,MATCH,, BCR
FS (356-.59)
MATCH
CONSTRUCTION NOTES
INSTALL 6" CONCRETE CURB PER DETAIL F ON SHEET 2.0
INSTALL. 4" THICK SIDEWALK' PER PROPOSED C.O.B. STANDARD ST -5
INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A OF CALTRANS RSP A88A.
CONSTRUCT STANDARD 12' CROSS GUTTER PER C.O.B. STANDARD ST -3
SAWCUT MATCH EXISTING A.C. PAVEMENT
INSTALL TYPE 'M' MEDIAN CURB PER C.O.B. STANDARD ST -2
CONSTRUCT TYPE **B' 6" CONCRETE CURB AND GUTTER PER C.O.B. STD. DETAIL
ST -1 ON SHEET C-3.0.
R/W
EX. FS (360.95)
SIDEWALK ki ATPU
C2
2
FS (360.87)
MATCH.
2.48%
EX. CURB —
& GUTTER
�J&-.. ft.64,29, 34,55 L
TC (360.85)
E (360,35)
MATCH, BCR
I ';� kjvv.,Pvj
MATCH
1-f� V IT" 4 n /-%
STA -....4+91. 6.N�L
§7, L
TC (357.01)
FS (356.76).
SAWCUT LINE
C r -
I —F I
DETAIL 3
3 Scale: 1"=5'
V)
5TA: 5+21.0§. 56,50'L
TC (357.59)
DETAIL 4
Scale: 1"=5'
I,) %.10/.V-7
GB
FS 357.77 R/W EX. SIDEWALK
GB FS (358.44)
M MiTC
ATCH
L5
7
W1 2
r a k'xj 1. -to) MATCH, E6R
MATCH
STA... -7+27.41, §4-27
TC 361.57
FS 361.49
MATCH
Curve Table
Curve
Length
Radius
Delta
C4
19.18.
20.00
547 56' 50"
C5
33.96
20.00
970 171 21
C6
8.30
20.00
23* 46' 12"
C23
30-49
20-00
87* 21' 34"
C24
5.88
10-00
33* 41' 33"
C25
j 27.89
j 20-00 _j
79* 54' 187
FS 362.25
GB
FS 362.29
F FS 362-31 FS (362.77) R/W
GB MATCH
r "IQ
4
G
,4V
FS (162�7
B 62-31 M T7) -
CH
_ 7_ _ _ _
A. .........
EX.
3997 SIDEWALK
3.9
970
62:20f
LEGEND
C.O.B. - CITY OF BAKERSFIELD
BC - BEGIN CURVE
BCR - BEGIN CURVE RETIJRN
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
- PROPERTY LINE I. LL
PI - POINT OF INTERSEC11ON
POC - POINT ON CURVE IsS/
POVC POINT ON VERTICAL CURVE
PRC POINT OF REVERSE CURVE
R/W RIGHT OF WAY
VPi VERTICAL POINT OF INTERSECTION -63332
EP (55.80) - EXISTING EDGE OF PAVEMENT ELEVATION
(55.99) - EXISTING FLOWLINE ELEVATION CIV
FS (55-99) - EXISTING FINISH SURFACE ELEVATION OF 1�
FG 50.98 - FINISH GRADE ELEVATION
50.62 - FLOWLINE ELEVATION
FS 54.13 - FINISH SURFACE ELEVATION
TC 55.88 - TOP OF CURB ELEVATION
351 - DISTANCE LEFTOF CENTERLINE OF ROAD
35'R - DISTANCE RIGHT OF CENTERLINE OF ROAD
2+00.00E DIRECTION OF STATION LABEL
--- ----------- BOUNDARY/PROPERTY UNE.
EXISTING RIGHT F WAY
PROPOSED RIGHT OF WAY
PROPOSED STREET �E
EXISTING STREET
PROPOSED SIDEWALK E
0.
PROPOSED FUTURE MEDIAN CURB 0
Kim
DIREC11ON OF DRAINAGE 9 &
MOB
EXISTING POWER POLE '0*
10,
'(S) - EXISTING SEWER MANHOLE
(D - EXISTING CLEANOUT U
a
z
281 - EXISTING CONTOUR
UJ
- NEW - PAVEMENT (SEE STREET PLAN)
— SURVEY MONUMENT
— PROPOSED ARE HYDRANTS
— EXISTING PAVEMENT
— NEW SIDEWALK
— NEW CONCR
— SAWCUT
POO
R/W
1 W--4 sz,
OVER 1.00' NAT.* GROUND
COMPACTED TO 95% MAX.
DENSITY
SECTION 2
2
Scale: 1"=5'
ELM $mM NQH
TRAFFIC INDEX=6, "R* VAWE=59, AND- PAVING SECTION
WERE TAKEN FROM PROJECT NO. 1.1-7255
STREET PLANS FOR TRACT NO. 7255 - UNIT 1
77,
POO
m
Ld
in
LA -1
=5
0
u LAJ
Z: Cr
C/-)
F—
LLJ
LAJ C-
LW M M
0 LAJ
LU
'wj a. Qf
L.LJ <
-j
UJ
Lj L'LJ
LA -J a
LL—
C>
DESIGNER: JEM
CHECKED BY. DGW
DATE.. 6/13/2019
DRAFTER BDB
SCALE: AS SHOWN
COMP. NO: 3643500-STR
JOB NO.: 3164 -354 -0 -0 -
SHEET
C 2A
7
OF 9
00
0 STA: 3+57.66, 18.94'R
I" ">�EX. CURB & GUTTER 00 FS (354.41)
I MATrw
It
R/W
0.5'-3.0'
VARIES
12 f
PAVEMENT SEC11ON
0.30' AC PAVING OVER
0.40' CL. 2 AGG. BASE
OVER 1.00' NAT. GROUND
COMPACTED TO 95% MAX.
DENSITY
- 2 1
SAWCUT LINE
TEX. PAVEMENT
PAVING SECTION NOTE
SECTION 3 TRAFFIC INDEX=4.5, "R" VALUE=59, AND PAVING
3 Scale: 1"=5' SECTION WERE TAKEN FROM PROJECT NO. 1.1-7255
STREET PLANS FOR TRACT NO. 7255 - UNIT 1
DETAIL 1
Scale: I"=
STA: 5+74.02, 4.50'R_/
BEGIN STRIPING
"Ak
STA: 6+52.68, 10.76L
FS (360.56)
STA: 6+52.71, 11.7 1L
:FS 360.619, MATCH
76
,r..0
-10 C20
lb STA: 6+55.02, 5.00'R
- Y"V :: --
C20
FS 360.78, PRC
STA: 6+55.36, 5.774R
FS 360.73, MATCH
:�o
FS (359.91)
-b STA: 6+69.01, 6.00'R
FS 361.06, MATCH
2 DETAIL 2
Scale: 1"=10'
V1
N�ilp-
STA: 7+05.69, 11.461
FS 362.73
OF ENTRANCE
Curve Table
Curve #
Length
Radius
LEGEND-
C7
22-19
CONSTRUCTION NOTES
63' 34' 49"
C9
3.69
1.17
LS
- LANDSCAPE
3.14
1.00
180* 00' 00"
N. ENTRANCE
C.O.B.
- CITY OF BAKERSFIELD
FS 54.13
- FINISH SURFACE ELEVATION
39.79
INSTALL 6" CONCRETE CURB PER DETAIL F ON SHEET SC -2.0
37* 59' 55"
C13
BC
- BEGIN CURVE
TC 55.88
- TOP OF CURB ELEVATION
30.16
195-34
8* 50' 47"
C15
BCR
- BEGIN CURVE RETURN
35'L
- DISTANCE LEFT OF CENTERLINE OF ROAD
(D
I I NSTALL 4" THICK SIDEWALK PER PROPOSED C.O.B. STANDARD ST -5
179* 50' 48"
DETAIL 5
BVC
- BEGIN VER11CAL CURVE
35'R
- DISTANCE RIGHT OF CENTERLINE OF ROAD
13.85
996.00
0* 47' 47"
C20
Ci
- CURVE INDEX (SEE CURVE TABLE)
2+00.00E
- DIRECTION OF STATION LABEL
40.03
INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A OF CALTRANS RSP A88A.
38* 13 9 25"
Scale: I"=5'
CL OR
- CENTER LINE
45- 08' 59"
- BOUNDARY/PROPERTY LINE
N�
Uj 0 W) C14
W pl,
w
a
0
?�p
EC
- END CURVE
�4
- EXISTING RIGHT OF WAY
o
C
CONSTRUCT STANDARD 12' CROSS GUTTER PER C.O.B. STANDARD ST -3
z
(COD
ECR
- END CURVE RETURN
- PROPOSED RIGHT OF WAY
00 X _j X
0
EVC
- END VERTICAL CURVE
ED
- PROPOSED STREET
SAWCUT & MATCH EXISTING A.C. PAVEMENT
EP
- EDGE OF PAVEMENT
- EXISTING STREET IL
INSTALL TYPE V MEDIAN CURB PER C.O.B. STANDARD ST -2
LLJ
CD
EX
- EXISTING
V)
- PROPOSED SIDEWALK
- PROPOSED FUTURE MEDIAN CURB
r-\
7
7
CONSTRUCT TYPE 'B' 6" CONCRETE CURB AND GUTTER PER C.O.B. STD. DETAIL
REVISION
V)
APPROVED
BY:
GB
- GRADEBREAK
C/-)
- DIRECTION OF DRAINAGE
U
ST -1 ON SHEET SC -3.0.
H.P.
- HIGH POINT
- PROPERTY LINE
cO-.)
- EXISTING POWER POLE
:m
Lj
n
- EXISTING SEWER MANHOLE
�>
PRIOR TO CONSTRUCTION, CONTACT THE CITY OF BAKERSFIELD RECREATION &
r---,
Qu -
Pi
POC
- POINT OF INTERSECTION
- POINT ON CURVE
LLj
- EXISTING CLEANOUT
PARKS DEPARTMENT (661-326-3866) FOR LANDSCAPE AND IRRIGA11ON
Ir-
DERRILL G. WHITTEN, JR. DATE
POVC
- POINT ON VERTICAL CURVE
281
EXISTING CONTOUR
48
MODIFICA11ON REQUIREMENTS. ALL TREES & SHRUBS REQUIRED TO BE REMOVED
R.C.E. # C-051930
PRC
- POINT OF REVERSE CURVE
NEW PAVEMENT
ULj
SHALL BE REPLACED IN LIKE KIND AND SIZE AT A 2 TO 1 OR AS DIRECTED BY THE
LLJ
>w
0
SURVEYMONUMENT
L.Li
REC PARKS DEPARTMENT.
c):f
F-
PCC
- POINT OF COMPOUND CURVE
r
V)
OIV2410
R/W
- RIGHT OF WAY
PROPOSED FIRE HYDRANTS
A
C:)
VPI
- VERTICAL POINT OF INTERSECTION
EXISTING PAVEMENT
------ ------- W.
ENTRANCE
JIM M. SCHROETER DATE
R.C.E. # C-46185
EP (55.80)
IL (55.99)
- EXISTING EDGE OF PAVEMENT ELEVATION
- EXISTING FLOWILINE ELEVAT10N
CHECKED BY.
NEW SIDEWALK
DGW
W12- -
DATE:
6/13/2019�
DRAFTER
-W12-
12
SCALE:
FS (55.99)
- EXISTING FINISH SURFACE ELEVATION
AS SHOWN
NEW CONCRETE CROSS GUTTER
COMP. NO:
3643500-STR
JOB NO.:
FG 50.98
- FINISH GRADE ELEVA11ON
SHEET
50.62
- FLOWLINE ELEVATION
lwwm%�
SAWCUT
DETAIL 1
Scale: I"=
STA: 5+74.02, 4.50'R_/
BEGIN STRIPING
"Ak
STA: 6+52.68, 10.76L
FS (360.56)
STA: 6+52.71, 11.7 1L
:FS 360.619, MATCH
76
,r..0
-10 C20
lb STA: 6+55.02, 5.00'R
- Y"V :: --
C20
FS 360.78, PRC
STA: 6+55.36, 5.774R
FS 360.73, MATCH
:�o
FS (359.91)
-b STA: 6+69.01, 6.00'R
FS 361.06, MATCH
2 DETAIL 2
Scale: 1"=10'
V1
N�ilp-
STA: 7+05.69, 11.461
FS 362.73
OF ENTRANCE
Curve Table
Curve #
Length
Radius
Delta
C7
22-19
20.00
63' 34' 49"
C9
3.69
1.17
180* 00' 00"
C10
3.14
1.00
180* 00' 00"
Cii
13-89
996.00
0* 47' 56"
C12
39.79
60.00
37* 59' 55"
C13
27.90
994.00
1 36' 30"
C14
30.16
195-34
8* 50' 47"
C15
30-81
127.15
13* 52' 55"
C17
4.33
1.38
179* 50' 48"
C18
3.14
1.00
180* 00' 00"
C19
13.85
996.00
0* 47' 47"
C20
13.93
994.00
0* 48' 11
C21
40.03
60.00
38* 13 9 25"
C22
35-85
45.49
45- 08' 59"
W. ENTRANCE 2
362.00, MATCH/EC
t
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DESIGNER:
JEM
CHECKED BY.
DGW
DATE:
6/13/2019�
DRAFTER
BDB
SCALE:
AS SHOWN
COMP. NO:
3643500-STR
JOB NO.:
364-35-00
SHEET
SC-
2.5R
8
OF 9
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t A# worth 4W conform to the qWk0* adims
Of the wftolft$ entified ,050040M*004
State of Ca%m;7, Det of Tm*wfea"",
Wvwd a#wt e0w.
2 &4pv& pvMtkn for croopffer sW cenfoini
to the fvqukw=1s of the Shindimd 4%v&a&m
.1 Concrete for avnpffer *W he CIm 2 md
d4 cWhim to the W&wmts of the Stwdird
4. Ela dw Jokk M be cons6wiled of emy JO
or as &wted by the CRY Dobw
5. For sftdbrd ho4hp ram dboWims and
note% see My of A*wsW ShIndard ST -10 or
as diwfed by the City r*eer.
Cmavle for gutter " be Wft 2.5"
to 4.5- A".
.7. Comte &W cotab. no #MAw unkw
prior qWmvd Is obtaked &m. the
Cal Flighw-
& Cmmte &W be aged with a Il WO p#-
mented aykg covwd CWIP/* W#h secum
90-ZOIB of the State Standard Wftgm
CD 2017 California Department of Ti-driapdrtation
4.0"
7Z.V
SEC 77ON A - A
A An qm 3 w permit is reWhd for aff work done
with the City of UffsWO not -of-"%
10. Oemii4p sol &W he "wfwtod to W of ma hu
I►rsity a detwmhed by ASU 0-1557 to a depth
1.0' below avaptler-ard hT to each
Siris of the a"Witer,
11. The m*Wnm *e on at am offs is an Was
qpmed vffi"*9 by the aty E*w.
124
aw"ff&at' Wd $&W av to be
by the City Enomim.
1J. For major veld wwar;;W centers; the 12'
It*avaguttor shall be *nfttvd with the prai6im
Of ONW 0MVP *M* Wd with the OPPM1111 Of the
City Engineer.
RLWAL- ST-3REV
All 111911TS KeServeCl
01wr COUNTY ROUTE POST MILES HEETITOTAL
No. 3HEETS
'Gutter not shown 6" Min HIGH RETAINING CURB RETAINING CURB IF 0.46"Min- AND Max TOTAL PR04ECT,
At, , * N , CURB - 0.47"
RETAINING. CURB IF NECESSARY AT V Min HIGH NECESSARY AT EDGE TOP DIG
1.5% K RETAINING CURB ?c I
EDGE OF .SIDEWALK DEWALK
w;-0. OF SJ 0.9" Min AND 0.92" Max
M
SIDEWALK. BASE DIG Ci
. . . . . . . . I Min ISTERED CIVIL ENGINEER
C NNW
David
• ',SEE NOTE 10 :.Mox gr Id
SIDEWALK July 21, 2017
1.5% Max_ C41 957,
PLANS APPROVAL DATE
SIDEWALK RAISED .-IRUNICATE.D. DOM
ox 31 18.
7.5% TXf STM or eWIFONM arrlcrRs
• FRONT max Max W.MENIS SHALL Avrar Arspawlair MR CIVIL
X irlir.4CaeWr 4W WWWTACSS OF S0
EDGE OF a �6 0
CW/cs or MIS P1.4tv SI/re'r
r
SIDEWALK.
2.3" Mtn AND 2.4" Mox,�"A* 0 0
in X SPACING CENTER TO CENTER TO ACCOMPANY PLANS DATED
0 0 0 0
T
9-.0% F1QN 77
EDGE OF T CURB To MATCH
AT -AT,CURB: EDGE 1-1.5Z Max RAISF-D TRUNCATED DOME PATTERN (IN-LINE
RAW SLOPE
a 1 'T
SIDE -WALK OF SIDEWALK CURB
NOTE 10 DETECTABLE WABNINQ SURFAC
1 5%, hook 9.0Z Max 7,� _4c NOTES: See Note 10
�A 9.0% Max ItS Ma' SEE AT CURS, CASE C 10
AT CURB E- 10
NOT 1.As site conditions dictate Cose'A through Case G curb ramps may be used
. . . . . . for corner installations s1milar to those shown In Detail A and Detail B. 0
4 -�2" 1,57.1 A -_ 1.5% The case of curb ramps used in Detail A do not 'have to be the some. Case A =a
Min SIDEWALK - I ' - - z , •max J SIDEWALK through Case G curb romps also may be used at mid block locations as site
0 Maix FRONT EDGE X
-N C conditions dictate. For apecif to site condition configuration, including the
C ASE B . 1�
.2 �4, o OF SIDEWALK 9.0% Max conform to existing sidewalk, see Project Plans.
A? A� CURB
A FRONT 2.1f distance from curb to back of sidewalk Is too short to accommodate romp M
6,41 EDGE OF and 4`-2" platform (landing) as shown in Case A, the sidewalk may be depressed
>11 longitudinally as In Case or C or may be widened as in Case D.
�k_c Typ
a,- z _f yP_
T, SIDEWALK
ax DOOM 9190Q"r 3. When ramp is located in center of curb return, crosswalk configuration must
J Dunoo om (A
.SIDEWALK 0wo 0 0�0 0 zQ: 001000M.
00 be similar to that shown for Detail B.
:SIDEWALK RETAINING
SEE, NOTE 1-0 x ox Ago* CURB (BOTH M
st cL 4. As site conditions tions dictate, the retaining curb side and the flared side of the
FRONT
I- SIDE Of
.9.0% Max RAMP OF Case 0 romp shall be constructed In reversed position.
SIL
^.0% Max - F229S.0% Ma
10
Al8A
: W
M
AT CURB 5. The romp portion of the curb romp Is a typical rectangle, unless modified
i
9.0% max 1.5% Mux 10 RETAINING SEE NOTE 10 in the Project Plans. co
AT CURB hoax EE NOTE CURB 1.5% Max
-4'-2" Min- $. Side slope of romp flares vary uniformly from a maximum of 9.0% at curb to 4rq
FRONT conform with longitudinal sidewalk slope adjacent to top of the romp,, except
EDGE OF in Case C and Case F.
PLANTING
SIDEWALKz
AREA CASE IF 7. The adjacent surfaces at transitions at curb romps to walks, gutters, and
CASE streets shall be at the some level.
RETAINING See Note 4 >
CURB (BOTH 8. Counter slopes of adjoining gutters and road surfaces Immediately ad ac nt to
and within 24 inches of the curb ramp shall not be steeper,,than 1V:20H Mot), M
1.5% max
SEE NOTE 10 SIDES OF RAMP) GUTTER TOP OF RAMP 4'_ Gutter pan elope Oholl not exceed 1" 0 depth for each 2 �O of width.
4"-2" FLOWLINE . ROUNDED 216 11 0
Min SEE NOO T E 8 IT - - "" - - - - - N % I Transition gutter pan slope from 1" of depth for each 2`-0" of width to match
6. 1.5% Max) typical gutter pan slope per Standard. Plan A87A. "a
Typ My. Max 10. The detectable warning surface w . Ill be a rectangle as shown at back of curb, r
.CASE E - unless modIf led in the, Project Plans. Curl> romps shal I have a detectable
wurnr 1 'ri SE IJON A warning surface that extends the full width and V-0" depth of the romp. 300
Detectable warning surfaces shot extend the full width of the rompexcept
GUTTER a maximum gap of 1 inch is allowed on each side of the romp. Detectable
FLOWLINE IF NECESSARY.
RETAINING CURB wornin? surfaces shall conform to the requirements in the Standard
Spec f cations.
TOP OF RAMP 4'-2" Mtnza
'ROUNDED 11. Sidewalk and romp thickness, "T", shall be 3!/2" minimum. (A
12. Utility pull boxes, manholes, vaults and all other utility facilities within +he
7.5Y. Max 1.5% Max -romp will be relocated or adjusted to grade by the boundaries of the curb
SEE NOTE 8 owner prior to, or In conjunction with, curb romp construction..
SECTION B -B 13. Detectable warning surface may have to be cut to allow removal of utility
covers while maintaining detectable warning width and depth.
Depress entire- sidewalk as required TYPICAL GUTTER PAN
RETAINING CURB APPLIES TO ALL CASES
GUTTER IF NECESSARY CURB --A CUTTER IN
FLOWLINE - - - - - - - - - - - - TRANSITION FRONT OF
-I- - IT Z TRANSITION
DETECTABLE
1.. sr% M WARNING
PAVEMENT-- 1.3_'�-O" TYP,1, J -3'-0" Type
SEE SEE SEE SEE
NOTE8 NOTE 9 NOTE 8 NOW 9
GUTTER PAN TRANSITIQ
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
1PF,TA.1llRB RAMP DETAILS
L 9
TYPICAL, ONE.'"WRAMP NO SCALE
RSP ASSA DATED JULY 21, 2017 SUPERSEDES PFTDATED JULY 115o 2016 AND NR
CQRNER:1MTALLAT1_'QN PLAN A88A DATED OCTOBER 30, 2015 - PAGE 127 OF THE STANDARD PLANS BOOK DATED 2016.
See Notes I and 3
REVISED STANDARD PLAN RSP A88A J
QETAIL
IXEICAL TWO -RAMP
0-
001RbIER INSTALLAI10
See Noft I
me A04�- at- Nby
W &h0my " 60 owsiftmod " WMA tit
k* tv FO' *Ndsow to kv, (Sw Wbw A -A ood jWa)
I- A
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00ho *kvq *fimshfi my be at mkor of ow
*ftow to 5a, for M-1 Md #-I
JW VW WIMW ho wtot of offl7h
L
Paw)
N07M.
L At W* AW m*w 6 Ov W&o*. adlow of ft
32* Ma ofth 6 wt
va*W *WSW#^ sw of cabok ^Nrlow
OJIlty
pf 00000w, 4prow aomo .0064 OW 0*
JV#
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ad OVIN SX&O so 0000wo of Or to 0
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NOMS: A17W A• --.A;
.*v
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5mb of aax* Awtwd of powirtw,
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It mow *Mo. Ow 40 xo*W- W do .8*. abrAd.
11-
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OW I
*too ow rSd*fi A-41 Aim* Aw be afflMd
9 A mh%W of &0 49 b4w IWO SW NOVA*
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AP OW fow sw k kw#W Now& ow 0" 0
OWWWW 40 ## tmftvw &W 80 #M* OW am
4WVW -Ilif Ow 101tr fthw-
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p�
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J amok Jbir dfivw0p &W b# 0M T-, W4
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ANTS.
2 *W* #W RWA* MR 0*5* M*X P* qPW
is
r-1 E
7;11 0
Lij
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is ftw* .00 of wo 40"o Ow -P*."&dW aft
W 00 $1111110
&%Nw ANori altred be
I W meftm A#N*k 4h*W vW *d 44
t. alil". ^*a of aw"to Mao at ft
be omw 6ft*W
,of ft, 4W to bo. row*WW
It W& and 60 ma sev" &a JW fto a 2-00
14. 0mvh AW be aW WJW a muteAOMW CM*
W *
" &wow - 0* Wks a*""
X &V %F-1*00 %-2* Akft at 4* 1 '
e 64 mom* .$a**.
;Nf fthw.
ED
L.LJ C:
0
It. a* to Sit ansft" ** Am 4r 1*
0
............ i F fti*wfa�p aw wk* W* *4ft
STANDARD
00
MEDIAN. CURBS
rt&AM& ST -.9'
TYPE "Mop
m* or-aAhmW by Me W Egillow.
"M-1 '*M
n nk k1k Arf2 I I Clow
COY OF S11
CALFOW
LLJ
C
1!4'0:4 Face / Wim
ZOX minimum &W
T_ 11 MIM *Pvwd by My 'now.
hstd# havtw rwp at I I ,fit ► I I! . I
both affb rehm per
cau. simm sr -i a 4
A R Jobt
4
.4
'A:-
30
lib
4 A 10'
4
EaemsdCtrh
47
L
A nt
PLA
4.00
J - if robw em* __y/
ho Of cmrmw
ohne (fyp.,j
MOXS:
t A# worth 4W conform to the qWk0* adims
Of the wftolft$ entified ,050040M*004
State of Ca%m;7, Det of Tm*wfea"",
Wvwd a#wt e0w.
2 &4pv& pvMtkn for croopffer sW cenfoini
to the fvqukw=1s of the Shindimd 4%v&a&m
.1 Concrete for avnpffer *W he CIm 2 md
d4 cWhim to the W&wmts of the Stwdird
4. Ela dw Jokk M be cons6wiled of emy JO
or as &wted by the CRY Dobw
5. For sftdbrd ho4hp ram dboWims and
note% see My of A*wsW ShIndard ST -10 or
as diwfed by the City r*eer.
Cmavle for gutter " be Wft 2.5"
to 4.5- A".
.7. Comte &W cotab. no #MAw unkw
prior qWmvd Is obtaked &m. the
Cal Flighw-
& Cmmte &W be aged with a Il WO p#-
mented aykg covwd CWIP/* W#h secum
90-ZOIB of the State Standard Wftgm
CD 2017 California Department of Ti-driapdrtation
4.0"
7Z.V
SEC 77ON A - A
A An qm 3 w permit is reWhd for aff work done
with the City of UffsWO not -of-"%
10. Oemii4p sol &W he "wfwtod to W of ma hu
I►rsity a detwmhed by ASU 0-1557 to a depth
1.0' below avaptler-ard hT to each
Siris of the a"Witer,
11. The m*Wnm *e on at am offs is an Was
qpmed vffi"*9 by the aty E*w.
124
aw"ff&at' Wd $&W av to be
by the City Enomim.
1J. For major veld wwar;;W centers; the 12'
It*avaguttor shall be *nfttvd with the prai6im
Of ONW 0MVP *M* Wd with the OPPM1111 Of the
City Engineer.
RLWAL- ST-3REV
All 111911TS KeServeCl
01wr COUNTY ROUTE POST MILES HEETITOTAL
No. 3HEETS
'Gutter not shown 6" Min HIGH RETAINING CURB RETAINING CURB IF 0.46"Min- AND Max TOTAL PR04ECT,
At, , * N , CURB - 0.47"
RETAINING. CURB IF NECESSARY AT V Min HIGH NECESSARY AT EDGE TOP DIG
1.5% K RETAINING CURB ?c I
EDGE OF .SIDEWALK DEWALK
w;-0. OF SJ 0.9" Min AND 0.92" Max
M
SIDEWALK. BASE DIG Ci
. . . . . . . . I Min ISTERED CIVIL ENGINEER
C NNW
David
• ',SEE NOTE 10 :.Mox gr Id
SIDEWALK July 21, 2017
1.5% Max_ C41 957,
PLANS APPROVAL DATE
SIDEWALK RAISED .-IRUNICATE.D. DOM
ox 31 18.
7.5% TXf STM or eWIFONM arrlcrRs
• FRONT max Max W.MENIS SHALL Avrar Arspawlair MR CIVIL
X irlir.4CaeWr 4W WWWTACSS OF S0
EDGE OF a �6 0
CW/cs or MIS P1.4tv SI/re'r
r
SIDEWALK.
2.3" Mtn AND 2.4" Mox,�"A* 0 0
in X SPACING CENTER TO CENTER TO ACCOMPANY PLANS DATED
0 0 0 0
T
9-.0% F1QN 77
EDGE OF T CURB To MATCH
AT -AT,CURB: EDGE 1-1.5Z Max RAISF-D TRUNCATED DOME PATTERN (IN-LINE
RAW SLOPE
a 1 'T
SIDE -WALK OF SIDEWALK CURB
NOTE 10 DETECTABLE WABNINQ SURFAC
1 5%, hook 9.0Z Max 7,� _4c NOTES: See Note 10
�A 9.0% Max ItS Ma' SEE AT CURS, CASE C 10
AT CURB E- 10
NOT 1.As site conditions dictate Cose'A through Case G curb ramps may be used
. . . . . . for corner installations s1milar to those shown In Detail A and Detail B. 0
4 -�2" 1,57.1 A -_ 1.5% The case of curb ramps used in Detail A do not 'have to be the some. Case A =a
Min SIDEWALK - I ' - - z , •max J SIDEWALK through Case G curb romps also may be used at mid block locations as site
0 Maix FRONT EDGE X
-N C conditions dictate. For apecif to site condition configuration, including the
C ASE B . 1�
.2 �4, o OF SIDEWALK 9.0% Max conform to existing sidewalk, see Project Plans.
A? A� CURB
A FRONT 2.1f distance from curb to back of sidewalk Is too short to accommodate romp M
6,41 EDGE OF and 4`-2" platform (landing) as shown in Case A, the sidewalk may be depressed
>11 longitudinally as In Case or C or may be widened as in Case D.
�k_c Typ
a,- z _f yP_
T, SIDEWALK
ax DOOM 9190Q"r 3. When ramp is located in center of curb return, crosswalk configuration must
J Dunoo om (A
.SIDEWALK 0wo 0 0�0 0 zQ: 001000M.
00 be similar to that shown for Detail B.
:SIDEWALK RETAINING
SEE, NOTE 1-0 x ox Ago* CURB (BOTH M
st cL 4. As site conditions tions dictate, the retaining curb side and the flared side of the
FRONT
I- SIDE Of
.9.0% Max RAMP OF Case 0 romp shall be constructed In reversed position.
SIL
^.0% Max - F229S.0% Ma
10
Al8A
: W
M
AT CURB 5. The romp portion of the curb romp Is a typical rectangle, unless modified
i
9.0% max 1.5% Mux 10 RETAINING SEE NOTE 10 in the Project Plans. co
AT CURB hoax EE NOTE CURB 1.5% Max
-4'-2" Min- $. Side slope of romp flares vary uniformly from a maximum of 9.0% at curb to 4rq
FRONT conform with longitudinal sidewalk slope adjacent to top of the romp,, except
EDGE OF in Case C and Case F.
PLANTING
SIDEWALKz
AREA CASE IF 7. The adjacent surfaces at transitions at curb romps to walks, gutters, and
CASE streets shall be at the some level.
RETAINING See Note 4 >
CURB (BOTH 8. Counter slopes of adjoining gutters and road surfaces Immediately ad ac nt to
and within 24 inches of the curb ramp shall not be steeper,,than 1V:20H Mot), M
1.5% max
SEE NOTE 10 SIDES OF RAMP) GUTTER TOP OF RAMP 4'_ Gutter pan elope Oholl not exceed 1" 0 depth for each 2 �O of width.
4"-2" FLOWLINE . ROUNDED 216 11 0
Min SEE NOO T E 8 IT - - "" - - - - - N % I Transition gutter pan slope from 1" of depth for each 2`-0" of width to match
6. 1.5% Max) typical gutter pan slope per Standard. Plan A87A. "a
Typ My. Max 10. The detectable warning surface w . Ill be a rectangle as shown at back of curb, r
.CASE E - unless modIf led in the, Project Plans. Curl> romps shal I have a detectable
wurnr 1 'ri SE IJON A warning surface that extends the full width and V-0" depth of the romp. 300
Detectable warning surfaces shot extend the full width of the rompexcept
GUTTER a maximum gap of 1 inch is allowed on each side of the romp. Detectable
FLOWLINE IF NECESSARY.
RETAINING CURB wornin? surfaces shall conform to the requirements in the Standard
Spec f cations.
TOP OF RAMP 4'-2" Mtnza
'ROUNDED 11. Sidewalk and romp thickness, "T", shall be 3!/2" minimum. (A
12. Utility pull boxes, manholes, vaults and all other utility facilities within +he
7.5Y. Max 1.5% Max -romp will be relocated or adjusted to grade by the boundaries of the curb
SEE NOTE 8 owner prior to, or In conjunction with, curb romp construction..
SECTION B -B 13. Detectable warning surface may have to be cut to allow removal of utility
covers while maintaining detectable warning width and depth.
Depress entire- sidewalk as required TYPICAL GUTTER PAN
RETAINING CURB APPLIES TO ALL CASES
GUTTER IF NECESSARY CURB --A CUTTER IN
FLOWLINE - - - - - - - - - - - - TRANSITION FRONT OF
-I- - IT Z TRANSITION
DETECTABLE
1.. sr% M WARNING
PAVEMENT-- 1.3_'�-O" TYP,1, J -3'-0" Type
SEE SEE SEE SEE
NOTE8 NOTE 9 NOTE 8 NOW 9
GUTTER PAN TRANSITIQ
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
1PF,TA.1llRB RAMP DETAILS
L 9
TYPICAL, ONE.'"WRAMP NO SCALE
RSP ASSA DATED JULY 21, 2017 SUPERSEDES PFTDATED JULY 115o 2016 AND NR
CQRNER:1MTALLAT1_'QN PLAN A88A DATED OCTOBER 30, 2015 - PAGE 127 OF THE STANDARD PLANS BOOK DATED 2016.
See Notes I and 3
REVISED STANDARD PLAN RSP A88A J
QETAIL
IXEICAL TWO -RAMP
0-
001RbIER INSTALLAI10
See Noft I
me A04�- at- Nby
W &h0my " 60 owsiftmod " WMA tit
k* tv FO' *Ndsow to kv, (Sw Wbw A -A ood jWa)
I- A
*W wwki of ft Qyr &J*1MW, 5MV J*
00ho *kvq *fimshfi my be at mkor of ow
*ftow to 5a, for M-1 Md #-I
JW VW WIMW ho wtot of offl7h
L
U
AO.A. r r Aw
32* Ma ofth 6 wt
Mh r�ff 6r, cad
OJIlty
AIF
JV#
; ?9,Whlp
koft"
Sao tv sw* 0 dowom ofzvo
21$ mw Aep &a, of
NOMS: A17W A• --.A;
Fr a W* Am Aw ea*m to #W 4**** swam
so vicamam aw" VMW *Nwowft -
z W of. rot dh* tomoo it V* obw6y
5mb of aax* Awtwd of powirtw,
pvn*ww 61 aw aly &vbw.
00ft
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9 A mh%W of &0 49 b4w IWO SW NOVA*
at 40 ift V1 ail Air imp cmhean S*F*
*vW w aoW 4a ftft Ste kW &24, or a.
OWWWW 40 ## tmftvw &W 80 #M* OW am
4WVW -Ilif Ow 101tr fthw-
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p�
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ow dnawx aw *W a pip Aw 60 the 606
14. 0mvh AW be aW WJW a muteAOMW CM*
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L.LJ C:
0
0
0
LTJ
00
rt&AM& ST -.9'
COMBINATION 1"w6/ta
LJ
n nk k1k Arf2 I I Clow
2e
fl Q5" &00 24"
ff a0.5*
fto
-7
%
7-
' W
W
TYPE "A
R = 05"
10" Rdm
R = a5'
Se
l .4'
: a ;� a ..• . •t
•
4.
12m
24#
TYPE T
NO MS.
1. Al w* sW co kirm to the qVkWe sectkas of
the IStOdW SOMIrWhM State of CW*M14 DVWf#Mt
of rronvirlation: Wrowd cwvnt edgm, od the
Wowing gawd notes:
2 Rog* pwavike for T)" -A: 18, and V- curbs
and gutters shaff be constructed true to V -a* and cross
swffm with cwWdim of 909 to a depth of 6.0"
below the wb"* -
J Oxcrate for curb od guttw shalt be Obw 3
rod." be wilh)? 2.5' to 5.5' Amip.
4, Ti hw &m shad be wfaW on the on the a* #WO
next to the rmcrele and shad not be less that t5`
tbkk ofiff behg wrkeed
5. Top card face &W be ftwded smoolb, thea given -a
&d Abe bnwh thbfi.
6 *ffu existhy c" and gullem ore to be rqokwed, new
cocas rudko &W match aMbg cmbwft unks oftfwkv
corseted by the City &qbw.
T. Comte swontak no awbWS N*w Akr appvw
is ablakied frau the CHY &Vkw.
8. Comte sW be am with a white p*wilad affkg
compound co7plyhg to sectka 907.0I8 of the state
standard *ecffibalkas
9. fxktkg sections of affb wd gutter shad be samd at
the Anits of the area to be remsftwW '
R= 05 R W
6.01,
it
4 -
TYPE »B"
r � o---% ts. R = or,
I&IIer ally a**vd where qpvved by City
to *&aw plane j*ts orcod jAts sha# be constructed
at 15' Mom* EVosim )WO &W be at each
*e of structures and at stria err' wffi rt*ma
11. Tyle 190 cwb mrd gutter & moftd o a# tjW of
streets &*a another is opwdy permitted by Me
My Engineer.
12 Toe "A" mb and guthr Is permitted only whom
qwowd or repked by the City Dow.
a Toe r wit may be permitted by ft city E*w
only 17 AkM Home Peft acrd R-SnZM (RWAMW
,%&wbw'7wo-And--0bv-AWf Acre Mkmmom Lot Sae) 2bvm
14 Parmft for wffi and gutter consfteft shall: axw4my
adoof
15 N)w costruc1bg now cob and gutter, Me e**
pavwmt shall be saimt a minimum of 2.01 fmm
ft 10 of Me gutter or as *acled by Me City E*evr.
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DESIGNER:
JEM
CHECKED BY:
DGW
DATE:
6/13/2019
DRAFTER.
BDB
SCALE:
AS SHOWN
COMP. NO:'
3643500-STR,
JOB NO.:
364-35-00
SHEET -
C-3.0
9
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