HomeMy WebLinkAbout1.1-6419 Ph 1 RevRE EXCAVATING
ALL • USA
100- 227 -2600
LEGAL DESCRIPTION
ALL OF LOTS 21, 22, 23, AND 24 IN SECTION 5, TOWNSHIP 29 SOUTH,
RANGE 27 EAST, MOUNT DIABLO BASE & MERIDIAN, UNINCORPORATED AREA
OF THE COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE
SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY, FILED 2, 1894
IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
BENCHMARK
TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF SNOW ROAD AND QUAIL
CREEK, ALSO THE NORTH 1/4 CORNER OF SECTION 8 29/27
ELEVATION = 401.06' U.S.G.S. DATUM
PER K.C.S.F.B. 1152, PG. 22 AND TR. 5909 STREET PLANS
MATERIALS LIST
PHA"�F 1
CITY STD. TYPE "A' CURB & GUTTER
6,517 LF
STANDARD TYPE SIDEWALK
31,956 SF
CONCRETE DRIVEWAYS
8,208 SF
TRAFFIC SIGNS
24 EACH
STREET NAME SIGNS
7 EACH
STREET LIGHTS
13 EACH
CURB RETURN WITH HANDICAP RAMP
8 EACH
ASPHALT PAVEMENT
*4,323 TONS
CRUSHED AGGREGATE BASE
*2,485 CY
MONUMENT ENCASEMENTS
8 EACH
MEDIAN CURB
1,267 SF
SHEET INDEX
1. COVER SHEET
1.
Z 2. GENERAL NOTES
3.R STRIPING PLAN — PHASE 1
4. CALLOWAY DRIVE — 14+19.96 — 20 +40.00
5. CALLOWAY DRIVE — 20 +40.00 — 27 +40.34
6. TORTUGA DEL MAR DRIVE
7. TORTUGA DEL MAR DRIVE
& MAR AZUL WAY
8. RANCHO VIEJO DRIVE
9. ARENA BLANCA WAY
10. DETAILS
( " �
2 * pI2.12• GNl.l.6WA -1 fAL-Fb-EP�N GRP<�xf�y
CITY OF BAKERSFIELD
TRACT 6419
PHASE 1
STREET IMPROVEMENT
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CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING
MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, BOUNDARIES, STREETS, HIGHWAYS, OR
OTHER RIGHT -CF -WA E) :SEMEISTS, OR PROVIDE SURVEY CONTROL WHICH WILL BE DISTURBED
OR REMOVED DUE TO CONTRACTOR'S WORK. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10
WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR
REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER /SURVEYOR SHALL COORDINATE WITH
CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE
THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND
PROFESSIONS CODE SECTION 8771.
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REVIEWED BY:
CITY OF BAKERSFIELD
C ENGINEER - CITY OF BAKERSFIELD
APPROVED BY:
DATE
TE
A*1
7
PUBLI WORKS DIRECTOR - CITY OF BAKERSFIELD DATE
RAUL M. ROJAS, R.C.E. 39880 - EXP. 12-31-07
ENGINEER'S CERTIFICATE
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH
THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA,
AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE
ADVISORY AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS
AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES,
STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING
CONSTRUCTION.
NOTE TO OWNER AND CONTRACTOR
THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WILL
BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT.
IF, HOWEVER ANOTHER ENGINEERING AND /OR SURVEYING FIRM SHOULD BE
EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION
STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF QUAD KNOPF, INC.
WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF
ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED,
CORRECTED OR MITIGATED IF QUAD KNOPF HAD PERFORMED THE STAKING
WORK.
PRIVATE ENGINEERS NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS
SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER
LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS. THE ENGINEER SHALL
NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH
INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO
WORKING DAYS PRIOR TO CONSTRUCTION 1- 800 - 227 -2600
GENERAL NOTES
1. 24 HOUR NOTICE WILL BE REQUIRED FOR TESTS AND INSPECTIONS.
2. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION AND STANDARDS
PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF.
3. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF
BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS,
LATEST EDITION. ALL REFERENCES TO SECTION 90 OF THE CALTRANS STANDARD SPECIFICATIONS SHALL REFER TO THE
CALTRANS STANDARD SPECIFICATIONS DATED JULY 1992. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE
CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE.
4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT -OF -WAY, THE CONTRACTOR SHALL
GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT
(661)326 -3049.
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND IMPROVEMENTS, WITHIN THE
AREA OF THE STREET RIGHT -OF -WAY, HAVE BEEN COMPLETED PRIOR TO THE START OF AN CONSTRUCTION PAVING.
6. STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE LOT LINE AND WHERE THEY HAVE
BEEN INDICATED ON THESE PLANS. THE CONTRACTOR SHALL ENSURE THAT ALL LIGHTS AND SIGNS ARE PROPERLY
INSTALLED PER C.O.B. STD. NO. S -31 & S -40.
7. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION, AN OPEN STREET PERMIT
SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED
STREET RIGHT -OF -WAY UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED
ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WAY AND INSURANCE, AS REQUIRED,
SHALL BE APPROVED PRIOR TO ISSUANCE OF A PERMIT.
8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE
PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS. QUAD KNOPF MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS
AND CONDITIONS SHOWN BY THESE DRAWINGS.
9. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS.
THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR
VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND
SERVICE ALERT (U.S.A.; 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY
CONSTRUCTION OR EXCAVATION.
10. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED, OR UNDERCUT BY CONTRACTOR'S
OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER,
AND APPROVED BY THE GOVERNING AUTHORITY.
11. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE
OWNER OR CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK.
12. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A
COMPLETE AND FUNCTIONAL PRODUCT.
13. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE
DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN
ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION.
14. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING
SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
15. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS
ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE CLIENT, OWNER AND CONTRACTOR AGREE TO HOLD
THE CONSULTANT HARMLESS AND RELEASE THE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID
PLANS, DRAWINGS OR OTHER DOCUMENTS.
16. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
17. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR
FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FROM AN
INTERPRETATION OR A CORRECTION) THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT.
18. QUAD KNOPF WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.
ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY QUAD KNOPF.
19. SEE WATER AND SANITARY SEWER & STORM DRAIN IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART
OF THIS PROJECT.
STREET IMPROVEMENT NOTES
1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY C.O.B. ORDINANCE, PRIOR TO
START OF ANY EARTHWORK.
2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD
DETAIL ST -22.
3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT -OF -WAY AS DIRECTED
BY THE CITY ENGINEER.
4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL
SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER 'R" VALUE OF
THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN
ACCORDANCE WITH CITY ENGINEER.
5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW
GRADING LANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION!, RELATIVE
COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE
ON LOCAL STREETS (1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL
HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER.
6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A
DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY.
7. COMPACTION TEXT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED
TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS
WILL BE BACK CHARGED TO THE CONTRACTOR.
8. ALL CONCRETE SHALL BE COMPOSED OF CLASS B 5 SACK CEMENT, MINIMUM CEMENT CONTENT OF 470 LBS. /CU. YD.,
AND A MAXIMUM WATER /CEMENT RATIO OF 0.50.
9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE
PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL
PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER.
10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO
PROVIDE A TIE INTO EXISTING STREET PAVEMENT.
11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL.
12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS).
19. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
DESCRIPTION
WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN THE EXISTING ACCEPTED
13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT
STREET RIGHT OF WAY UNLESS SECURED BY A SUBDIVISION AGREEMENT. A DEPOSIT
SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR THE PRICE FOR
BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK TO BE PERFORMED
THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE.
WITHIN THE RIGHT OF WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF
COMMERCIAL DRIVEWAY
THE PERMIT.
14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT
-3
ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T -19 SHALL BE LOCATED WITHIN
20. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE
SIDEWALK, 6" FROM BACK.
SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION
RESIDENCE DRIVEWA
26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED
15. SEE WATER, STORM- DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF
OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE
THIS PROJECT.
EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION
ST
200 -2.4 OF THE "GREENBOOK."
PAVEMENT PATCHES
21. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA)
ASPHALT CONCRETE PAVING NOTES
INDICATES CALIFORNIA CODES.
1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B(MODIFIED) FOR ALL
❑
LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD
CITY STANDARD PLATES
SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
®
2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED)
ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02," AGGREGATE," OF THE STANDARD SPECIFICATIONS
FOR 3/4" MAXIMUM, MEDIUM GRADING.
3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE
DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED
ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE
TABLE FOR "STEAM - REFIINED PAVING ASPHALTS," IN SECTION 92 -1.02, "GRADES," OF THE STANDARD SPECIFICATIONS.
4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN
ACCORDANCE WITH THE CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE
AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER.
5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW
AND APPROVAL:
A. A LIST OF AGGREGATE AND ASPHALT SOURCES
B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF
SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE
ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS
SHOULD NOT BE OLDER THAN ONE (1) YEAR.
C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH THE CALIFORNIA TEST 367. LABORATORY TEST RESULTS
ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM
DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D -2041. THE ASPHALT CONCRETE MIX SHALL MEET THE
REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF
THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE
DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT
CONCRETE MIX DESIGN.
6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE
SAW CUT.
7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT
CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE
M ET.
8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO THE PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO
AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND LIMITS OF CONSTRUCTION.
9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY ENGINEER.
10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE
SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE
ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS.
11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FEET OR LESS, PAVING OPERATIONS SHALL BE
CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL
DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF
NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH
LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE
THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE
CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME.
12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FEET, PAVING OPERATIONS SHALL BE
CONDUCTED IN SUCH A MAiJNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE
TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN
THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT
CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF
BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY
CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE
PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME.
13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY
ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375.
14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF
THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING
ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING
OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE
MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE
SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT
MEETS THE IN -PLACE DENSITY REQUIREMENTS.
15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90%
OR MORE THAN 96 %, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL
THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE.
16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY:
A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR
B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH
PARAFFIN.
C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED.
17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE
BROUGHT WITHIN THE TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL
AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER.
THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE.
18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL
BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A
CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF
GRINDING ARE NORMAL TO THE PAVEMEN CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM
SURFACE APPEARANCE. ABRASIVE GRINDI G SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR
PARAGRAPHS OF SECTION 42 -2.02, "CO STRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO
ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING
AGENT OR ASPHALTIC EMULSION AS DIRECTED BY ENGINEER.
1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A
PART OF THESE PLANS. ( CONTFACTOR TO OBTAIN LATEST EDITION THEREOF)
CITY
FIG. NO.
DESCRIPTION
®
ST
-1
CURB AND GUTTER (TYPE "A ", "B ", AND "C ")
❑
ST
-2
COMMERCIAL DRIVEWAY
®
ST
-3
SIDEWALK
®
ST
-4
RESIDENCE DRIVEWA
®
ST
-5
HOUSE NUMBER FOR CURBS
®
ST
-6
PAVEMENT PATCHES
❑
ST
-7
CROSS- CUTTERS
❑
ST
-8
26 INCH PART CIRCLE CULVERT
®
ST
-9
STREET SPECIFICATIONS
®
ST
-10
STREET SECTIONS
❑
ST
-10A
STREET SECTIONS
®
ST
-11
STREET CROSS SECTIONS
❑
ST
-12
ALLEY CROSS SECTION
®
ST
-13
SURVEY MONUMENT
®
ST
-14
* *STREET LIGHT, MAST ARM TYPE
®
ST
-15
CUL -DE -SACS
®
ST
-16
STREET KNUCKLE
®
ST
-17
WIDE CROSS - GUTTED
®
ST
-18
MEDIAN CURBS (TYPE "M ", 'M -1 ", AND "M -2 ")
®
ST
-19
HANDICAP RAMPS
❑
ST
-20
PRIVATE STREET GATES
❑
ST
-21
REFUSE CONTAINER PAD
®
ST
-22
TRENCH BACKFILL AND COMPACTION REQUIREMENTS
❑
D -10
SIDEWALK UNDERDRAIN
®
D -11
DRAINAGE BASIN
®
D -14
CATCH - BASIN, TYPE "A'
❑
D -15
CATCH - BASIN, TYPE "A -1"
®
D -16
CUTTER DEPRESSIONS
❑
SW
-4
MANHOLE, TYPE "A' WITH DROP CONNECTION
®
SW
-5
FRAMES & COVER FOR MANHOLES & CLEANOUTS
®
T -1
STREET SIGN, POST TYPE
❑
T -3
MAJOR COLLECTOR TRANSITION
®
T -12
MINIMUM ACCESS DESIGN
®
T -34
TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES
CALTRANS STANDARD PLANS
1. THE FOLLOWING CALTRANS STANDkRD PLANS SHALL BE CONSIDERED A PART OF THESE
PLANS. (CONTRACTOR TO OBTAIII LATEST EDITION THEREOF)
CALTRANS STD. PLAN DESCRIPTION
® RSP A88A CURB AND GUTTER (TYPE "A", "B", AND "C")
CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING
MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, BOUNDARIES, STREETS, HIGHWAYS, OR
OTHER RIGHT -OF -WAY, EASEMENTS, OR PROVIDE SURVEY CONTROL WHICH WILL BE DISTURBED
OR REMOVED DUE TO CONTRACTOR'S WORK. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10
WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR
REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER /SURVEYOR SHALL COORDINATE WITH
CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE
THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND
PROFESSIONS CODE SECTION 8771.
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PLOT DATE:
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JOB NO.:
060026
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FILE NAME:
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PLOT DATE: 2/3/2015
JOB NO.:
060026
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060026 -R- STRIPING- 20140926.DWG
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JOB NO.:
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Fl LE NAM E:
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SCALE: HORIZ. V=40'
VERT. 1"=2'
SHEET NO.:
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395
BEFIDRE EXCAVATING GENERAL NOTES GENERAL NOTES
� LEGEND
(�'� • USA 1. ALL STATIONING IS BASED ALONG STREET OA - CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR COLLECTOR STREETS w w
1-800 - 227 -2800 CENTERLINE UNLESS OTHERWISE NOTED. AND 5' COMBINATION TYPE SIDEWALK FOR LOCAL STREETS, PER CITY wow AC ASPHALT CONCRETE
OF BAKERFIELD STD. ST -3 o a- BC BEGINNING OF CURVE z
2. INSTALL SURVEY MONUMENTS PER CITY OF �
BAKERSFIELD STANDARDS S -29 AT ALL OB - CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. A88A ° 55' -65' 10. BCR BEGIN CURB RETURN
INTERSECTIONS OF STREET CENTER LINES o BVC BEGIN VERTICAL CURVE
- I� EDIAN LANDSCAPE &
AND AT ALL BEGINNINGS AND ENDINGS OF CURVES. OC - INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERFIELD ST -18 w (VOLR;f5) IRRIGATION CORRIDOR -_Jj BW BACK OF SIDEWALK
2' Q CB CATCH BASIN
3. MUTCD- MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES D - INSTALL TYPE B CURB AND GUTTER PER CITY OF BAKERFIELD STD. 16 41'-52' _6' Y CR CROWN OF ROAD
ST -1 i o
4. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE C &G CURB & GUTTER
INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. O - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BAKERFIELD 2% 4:1 MAX m DEP DEPRESSION
�_
STD. ST -4 t 2.8% �_ 2% MIN DI DRAIN INLET
5. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE EC END OF CURVE
PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME O - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERFIELD EP
EDGE OF PAVEMENT
INSTALL STANDARD
AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS STD. ST -14 ECR END CURB RETURN
TYPE SIDEWALK
BE CHANGED, A REVISED STRIPING PLAN SHALL BE 6" CLASS 2 A.B. EL ELEVATION
STD. ST -14
SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO O - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERFIELD SHOULDER PER C.O.B ST -3
EVC END VERTICAL CURB
PAVING
PROPOSED PAVEMENT INSTALL TYPE "B" (000.00) EXISTING ELEVATION
CURB & GUTTER
6, PER CONDITIONS OF DEVELOPMENT, STREET OJ - INSTALL STREET NAME SIGN, PER CITY OF BAKERSFILED STD. S -40 PER C.O.B ST -9 PER C.O.B ST -1 FL FLOW LINE
IMPROVEMENTS ALONG GALLOWAY DRIVE FROM EXISTING PAVEMENT EXISTING PAVEMENT FTG FOOTING
TRACT BOUNDARY TO CIL ETCHART ROAD SHALL BE TO BE REMOVED TO BE REMOVED A /
CONSTRUCTED AS A PART OF PHASE 1. GV GATE VALVE
_ SECTION A/2 -A 2 GB GRADE BREAK
(NTS)
TRACT 6480 R/W = COORDINATE WITH
20-+ S¢ stc & tvJ MVO v TRACT 6480 FOR -
�G� I ►�I {(r ZZ \ an- TIE -IN TO PROPOSED
6 R
y _ , eDI AtA in k � TRACT 6480 R/W TRAFFIC SIGNAL
S ?7 (L W INTERCONNECT CONDUIT
> ^CSLDzP REMOVE EXISTING EXISTING EDGE PReFeSf� -EP
x - \ I A/2 PAVEMENT OF PAVEMENT PROPOSED MEDIAN 16'
TC 397.72 TC 397.44
O TC 397.01
TC 396.85
W
z Q \ +00 i TC 3 .75
3+
3 z
- -- ��� I 2 +0
J TC 397.72 8 •�' QT '
Q i-4 e�ls-T5 DFFim� TC 397.44
,. 41, �a -
U �'^�'
TC 396.99
C� 4 �CJ�
�a._ � f __ �._�._ TC 396.67
.JI�W C� JCt 1 C- �1-��[ I p - _ °_" -� ��%'1� TAT ! i �� 110w( 54' � 1 64' 70 .' ! CSC i f ! l EXISTING EDGE
_ v�CI1L t'l} 2 CDr.15'[y� �,T1a.J 3'70' rJ - OF PAVEMENT
rJl� �'Ib � v- - �� �- ' S= 0.31 % -� VP 'c
OF�V
010crz_ A ktac STA. 20 +20.34 / 9s , 6 3 2 6 P STA. 26 +70.00
i ��,,/ 48.00' RT GB "�` S =0.20% 64.00' RT CB D
N ?� L y LANDSCAPE
J f Q ps #0525 S T q 1 +40 6 EASEMENT v2 BW STA. 23 +50.34 -
- B
54.00' RT 1C
Y� 55.18' RT 4 - BLOCK WALL A R/W STA. 24 +70.34 F C r
BEGIN OF TAPER
s Q - 64.00' RT BW
END OF TAPER A R/W s
` �- -
TRAFFIC SIGNAL INT CRE ONNEC -T -
�- 20526 STA. 24 +81.46 STA. 24 +91.11 STA. 26 +72.00 Aql
CONDUIT AND PULL ROPE SHALL I � RT CB 0
64.0'
72.00' RT _ _0' 64.00' RT BCR
BE INSTALLED IN JOINT UTILITY LANDSC CALLOWAY DRIVE
10 TRENCH ALONG CALLOWAY. s EASEMENT
DEDICATED PULL BOXES SHALL BE 2n / STA.
+ / go
HWCP
HEAVY WALL CONCRETE PIPE
��- PRADO DEL REY COURT
STORM DRAIN MANHOLE
INV.
INVERT
•
SEWER MANHOLE
LT
LEFT
PAVING SECTION:
CHAIN LINK FENCE
LC
LENGTH OF CURVE
+
STREET SIGN
P
PAVEMENT
6.00' RT
STREET LIGHT
PCC
POINT OF COMPOUND CURVE
{W •
HANDICAP RAMP
PI
POINT OF INTERSECTION
C�MI ►2,2013
( CALTRANS STANDARD)
PRC
POINT OF REVERSE CURVE
S -0.20%
NEW WATER LINE
PVI
POINT OF VERTICAL INTERSECTION
- -G - -
GAS LINE
000.00
PROPOSED ELEVATION
-W-
EXISTING WATER LIME
RT
RIGHT
9.00' LT
DIRECTION OF GUTTER FLOW
SS
SANITARY SEWER
"17'
SSMH
SANITARY SEWER MANHOLE
pp
VALUE
0.00%
SLOPE, IN FOOT PER FOOT
00
PREVIOUS "R" VALUE
STA
STATION
0
PROPOSED SIDEWALK
SD
SDMH
STORM DRAIN
STORM DRAIN MANHOLE
z
EXISTING PAVEMENT
TC
TOP OF CURB
@
PROPOSED SURVEY MONUMENT
TP
TOP OF PAVEMENT
JOB NO.:
24 FT SECONDARY ACCESS DRIVE -
VC
VERTICAL CURVE
060026
TO BE LOCATED WITHIN RIGHT OF WAY
VP
VENT PIPE
- -- -
RIGHT OF WAY
L C L
/L
SAWCUT STRAIGHT, CLEAN EDGE
CAS NEEDED, TO PAVE TO. APPLY
\ASPHALTIC PAINT BINDER AT NEW
SEAM PER CITY STANDARDS.
C`TIA I!,
0o INSTALLED FOR INTERCONNECT \ 38.00' RT ECR C
ONLY. / ETCHART RD }
BLOCK WALL I J'
® / TRAFFIC SIGNAL
I Q��s o + I `' INTERCONN CC CONDUIT
BW I I c h
LANDSCAPE s I \
EASEMENT
R/W
RIVIERA DEL SOL DRIVE
I
��- PRADO DEL REY COURT
SEE PHASE 2
O
�
�`�. SEE PHASE 2
90'13'11"
CALLOWAY DRIVE STA. 19 +80.00 - 27 +40.34 �----
30.00
PAVING SECTION:
o.50'&.451
- TYPE B, 0.04' MAXIMUM, MEDIUM AC PAVEMENT
54.62' RT
23 +80.34
PER GEOTECHNICAL
�,C' E).
- CLASS II AGGREGATE BASE
6.00' RT
INVESTIGATION FOR
TRACT NO. 6419 BY
1.21'
- COMPACTED SUBGRADE TO 95% REL. COMP. NATIVE SOIL)
{W •
aEee
10
- TRAFFIC INDEX
C�MI ►2,2013
EMPIRE ;+RTC. -
Q'� �5-
- R -VALUE
S -0.20%
61.50' RT
24 +40.34
6.19' LT
62.59' RT
HI�H POINT ELEV = 396.73
HIG POINT STA = 20 +20.34
I PO STA = 20 +25 - -
PVI EL�V = 396.76 ; A.D. -0.54
K = 91.84 - 0.20' __ I
50.00' VC !
110.37' I 30.7 '
C -..- - -
o
+ co m o+
j > N 0)
cc) cc p n
N
Q I -FINISH GRAD
0.21% y - _
"' `" AT OWLINE
- -- - --- - - -- -4 --
S --
' I I
5=0.31%
20 +00
1_ T_
21 +00
22 +00
23 +00
T L
O ^ II
�w
= 0.3190
EAST FLOWLI N E
24 +00
I
_ s
r .
O
�
al _
H
Ld --
U
90'13'11"
1_ T_
21 +00
22 +00
23 +00
T L
O ^ II
�w
= 0.3190
EAST FLOWLI N E
24 +00
25 +00
ETCHART ROAD
SEE PHASE 2
EXISTING GRADE
AT CENTERLINE
i
I
_ s
U
_
+ rn
Q�
L W
O
�
al _
H
Ld --
U
90'13'11"
47.24
30.00
-
23 +70.34
9.75' RT
54.62' RT
23 +80.34
8.19' RT
55.41 ' RT
23 +90.34
6.00' RT
I
24 +00.34
3.50' RT
,
24 +10.34
1.00' RT
N
24 +20.34
1.50' LT
co
24 +30.34
S -0.20%
61.50' RT
24 +40.34
6.19' LT
62.59' RT
24 +50.34
7.75' LT
cod
24 +60.34
8.69' LT
63.84' RT
S =0
9.00' LT
64.00' RT
25 +00
ETCHART ROAD
SEE PHASE 2
EXISTING GRADE
AT CENTERLINE
i
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90'13'11"
47.24
30.00
-
23 +70.34
9.75' RT
54.62' RT
23 +80.34
8.19' RT
55.41 ' RT
23 +90.34
6.00' RT
I
24 +00.34
3.50' RT
,
24 +10.34
1.00' RT
59.00' RT
24 +20.34
1.50' LT
60.25' RT
24 +30.34
S -0.20%
61.50' RT
24 +40.34
6.19' LT
62.59' RT
24 +50.34
7.75' LT
63.37' RT
24 +60.34
8.69' LT
63.84' RT
24 +70.34
9.00' LT
64.00' RT
Z
z
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I
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FOR TIE IN
TRAFFIC SIG
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CONDUIT
.s,
19 0)
28 +00
EXISTING SURVEY MONUMENT
FIRE HYDRANT ASSEMBLY
i PROPOSED TRAFFIC SIGN
CURVE TABLE
CURVE
DELTA
LENGTH
RADIUS
TANGENT
Cl
90'13'11"
47.24
30.00
30.12
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40' 0' 40'
HORIZ. SCALE: 1"-40'
VERT. SCALE: 1"=2'
2s +oo
TRANSITION
TAPER DATA
STA.
OFFSET FROM CONSTRUCTION
MEDIAN CURB E
CURB & GUTTER E
23 +50.34
11.00' RT
54.00' RT
23 +60.34
10.69' RT
54.16' RT
23 +70.34
9.75' RT
54.62' RT
23 +80.34
8.19' RT
55.41 ' RT
23 +90.34
6.00' RT
56.50' RT
24 +00.34
3.50' RT
57.75' RT
24 +10.34
1.00' RT
59.00' RT
24 +20.34
1.50' LT
60.25' RT
24 +30.34
4.00' LT
61.50' RT
24 +40.34
6.19' LT
62.59' RT
24 +50.34
7.75' LT
63.37' RT
24 +60.34
8.69' LT
63.84' RT
24 +70.34
9.00' LT
64.00' RT
I
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30 +00
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PLOT DATE:
5/2/2007 5:14 PM
JOB NO.:
060026
FILE NAME:
060026- 05- CALLOWAY -ST.d wg
SCALE: HORIZ. 1 " =40'
VERT. 1 " =2'
SHEET NO.:
5 OF 10
CALLOWAY DRIVE
SEE SHEET 4
GENERAL NOTES
LANDSCAPE LOT "B"
32
GENERAL NOTES
N
M
- EXISTING GRADE
Cl
BEMRE EXGAVAMG
r/
f
20524 STA. 1 +55.78 I
57.20' LT
33
34
35
3
CALL • USA
Q
1.
ALL STATIONING IS BASED ALONG STREET
OA
- CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR COLLECTOR STREETS R/W
i
BCR
1- 800 - 227_2800
J
LEFT
CENTERLINE UNLESS OTHERWISE NOTED.
Lo
AND 5' COMBINATION TYPE SIDEWALK FOR LOCAL STREETS, PER CITY
F
L0
Lo
LC
PAINT 12" LIMIT LINE USING
+
49.94' LT BCR
10'
U!
OF BAKERFIELD STD. ST -3
cow
PAVEMENT
60'
STREET LIGHT
2.
INSTALL SURVEY MONUMENTS PER CITY OF
PCC
POINT OF COMPOUND CURVE
a�
CALTRANS STANDARD
o
J STA. 1+77.81 cD
�
BAKERSFIELD STANDARDS S -29 AT ALL
OB
- CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. A88A
04
`V
1
C &G
20.00' LT ECR +
INTERSECTIONS OF STREET CENTER LINES
+
+
10'
20'
DEP
20'
RI-1 STOP SIGN �
PER MUTCD
Q
AND AT ALL BEGINNINGS AND ENDINGS OF CURVES.
OC
- INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERFIELD ST -18
�
DRAIN INLET
B
cn
3.
MUTCD- MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
OD
- INSTALL TYPE B CURB AND GUTTER PER CITY OF BAKERFIELD STD. i
END OF CURVE
6" CURB + 4 1/2' SIDEWALK
6" CURB + 4 112' SIDEWALK
I ABOVE GUTTER
r
4.
SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE
EP
EDGE OF PAVEMENT
2 2 %
_�
PAINT BINDER �_ 2 q MIN.
"17' VALUE
STD ST -3
2 %MIN. �
END CURB RETURN
SSMH
INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES.
O
- CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BAKERFIELD
"B"
EL
ELEVATION
0.00%
SLOPE, IN F007 PER FOOT
Q
INSTALL TYPE CURB
U
STD. ST -4
- - -_
-III
=
I I I -I I
I -I 1-4111
STATION
0
PROPOSED SIDEWALK
I
I I =1
I I-
SD
STORM DRAIN
5.
PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE
FL
FLOW LINE
SDMH
STORM DRAIN MANHOLE
FTG
FOOTING
TC
TOP OF CURB
OO
PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME
O
- INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERFIELD
GATE VALVE
TP
TOP OF PAVEMENT
24 FT SECONDARY ACCESS DRIVE -
GB
GRADE BREAK
VC
AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS
STD. ST -14
VP
VENT PIPE
- - - -
RIGHT OF WAY
BE CHANGED, A REVISED STRIPING PLAN SHALL BE
w
SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO
O
- INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERFIELD
a
TYPE B A. C.
PAVING
STD. ST -14
0
6.
STA. 2 +73 +54 27.35'RT
OJ
- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIEED STD. S -40
CLASS 2 A.B.
TORTUGA DEL MAR DRIVE
W14 -2
COMPACTED SUBGRADE TO
REMOVE AND SALVAGE SIGN WITH
95% REL. COMP. (NATIVE SOIL)
CONSTRUCTION OF ADJACENT PHASE.
TYPICAL SECTION
NOT TO SCALE
CALLOWAY DRIVE
SEE SHEET 4
STA. 1 +00.00
TORTUGA DEL MAR C/L �q <
r
STA. 15 +75.33 0,2(
CALLOWAY DRIVE C/L
,. 2 +00
MEDIAN
G�
J STA. 1+89.19
20.00' RT ECR
+
I STA. 1+59.19
50.12' RT BCR F
t
f -BLOCK WALL
31
ffLANDSCAPE LOT "A'
CALLOWAY DRIVE
SEE SHEET 4
> 1
47.01. 1
o I LC
400 r cz w
Q m
o?o co o
O
J "It :
395
395
Q ±�
J' cn W )
U
0�9
LEGEND
LANDSCAPE LOT "B"
32
LENGTH
N
M
- EXISTING GRADE
Cl
47.24'
r/
f
20524 STA. 1 +55.78 I
57.20' LT
33
34
35
3
LC
Q
INV.
E
F
o
i
BCR
o
J
LEFT
STA. 1+47.81
Lo
F
F
L0
Lo
LC
PAINT 12" LIMIT LINE USING
+
49.94' LT BCR
10'
U!
BACK OF SIDEWALK
cow
PAVEMENT
THERMOPLASTIC PAINT PER
STREET LIGHT
CB
CATCH BASIN
PCC
POINT OF COMPOUND CURVE
a�
CALTRANS STANDARD
o
J STA. 1+77.81 cD
�
0) R3 -5R (RIGHT
00
"'
04
`V
SPECIFICATION 8010- 21C -19
C &G
20.00' LT ECR +
+
N TURN ONLY) SIGN
+
+
m
�- 2 q,
DEP
DEPRESSION
RI-1 STOP SIGN �
PER MUTCD
Q
�
�
`n
�
DRAIN INLET
B
cn
STANDARDS
EXISTING WATER LINE
Q
EC
END OF CURVE
STA. 1 +00.00
TORTUGA DEL MAR C/L �q <
r
STA. 15 +75.33 0,2(
CALLOWAY DRIVE C/L
,. 2 +00
MEDIAN
G�
J STA. 1+89.19
20.00' RT ECR
+
I STA. 1+59.19
50.12' RT BCR F
t
f -BLOCK WALL
31
ffLANDSCAPE LOT "A'
CALLOWAY DRIVE
SEE SHEET 4
> 1
47.01. 1
o I LC
400 r cz w
Q m
o?o co o
O
J "It :
395
395
Q ±�
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U
0�9
SECTION 2B.20 BW A cn
3 +00 20544 STA. 4 +28.93 H 30'
N88'S4'23 "W
4 +00 27.00' LT 5 +00 20'
- --+- - _ - - 1
76 60' 2' 5' 6 +00
30 3.82 - -
3' 11.5' 16' 2 5'
20" 1
SEE
NOTE +
�0
30
-BW
0
22.5'
29 F
37
LEGEND
DELTA
LENGTH
N
M
- EXISTING GRADE
Cl
47.24'
AC
ASPHALT CONCRETE
HWCP
HEAVY WALL CONCRETE PIPE
90' 13' 1 1 "
STORM DRAIN MANHOLE
30.00
LC
Q
INV.
m
L
o
i
BCR
o
J
LEFT
o
Lo
U
BVC
L0
Lo
LC
LENGTH OF CURVE
+
STREET SIGN
10'
U!
BACK OF SIDEWALK
cow
PAVEMENT
-
STREET LIGHT
CB
CATCH BASIN
PCC
POINT OF COMPOUND CURVE
a�
HANDICAP RAMP
i
CR
CROWN OF ROAD
PI
POINT OF INTERSECTION
v
( CALTRANS STANDARD)
SECTION 2B.20 BW A cn
3 +00 20544 STA. 4 +28.93 H 30'
N88'S4'23 "W
4 +00 27.00' LT 5 +00 20'
- --+- - _ - - 1
76 60' 2' 5' 6 +00
30 3.82 - -
3' 11.5' 16' 2 5'
20" 1
SEE
NOTE +
�0
30
-BW
0
22.5'
29 F
37
MAR AZUL WAY
SEE SHEET 7
o /
BW
38 39
F F
22.5'
+ +
STA. 8 +45.82
42.00' LT CB
STA. 8 +43.82
40.00' LT ECR
� J
Q Q STA. 8 +23.82
BW V) 22.5' u~i 20.00' LT BCR
0.20 o B
7 +00 3" 11.5' 16" 8 +00
43 STA. 67.08 H I - -
27.00' RT p
0.20%
STA. 8 +81.82 11
42.00' LT CB F
LEGEND
DELTA
LENGTH
N
M
- EXISTING GRADE
Cl
R/W
AC
ASPHALT CONCRETE
HWCP
HEAVY WALL CONCRETE PIPE
90' 13' 1 1 "
STORM DRAIN MANHOLE
30.00
BC
BEGINNING OF CURVE
INV.
INVERT
•
SEWER MANHOLE
i
BCR
BEGIN CURB RETURN
LT
LEFT
r
CHAIN LINK FENCE i
i
BVC
BEGIN VERTICAL CURVE
LC
LENGTH OF CURVE
+
STREET SIGN
10'
BW
BACK OF SIDEWALK
P
PAVEMENT
-
STREET LIGHT
CB
CATCH BASIN
PCC
POINT OF COMPOUND CURVE
a�
HANDICAP RAMP
i
CR
CROWN OF ROAD
PI
POINT OF INTERSECTION
v
( CALTRANS STANDARD)
i
C &G
CURB & GUTTER
PRC
POINT OF REVERSE CURVE
FINISH GRADE
NEW WATER LINE
�- 2 q,
DEP
DEPRESSION
PVI
POINT OF VERTICAL INTERSECTION
- -G - -
GAS LINE
DI
DRAIN INLET
000.00
PROPOSED ELEVATION
-W-
EXISTING WATER LINE
-I
EC
END OF CURVE
RT
RIGHT
r
DIRECTION OF GUTTED FLOW
INSTALL CITY STANDARD
TYPE SIDEWALK PER
EP
EDGE OF PAVEMENT
SS
SANITARY SEWER
00
"17' VALUE
STD ST -3
ECR
END CURB RETURN
SSMH
SANITARY SEWER MANHOLE
00
PREVIOUS "R" VALUE
"B"
EL
ELEVATION
0.00%
SLOPE, IN F007 PER FOOT
Q
INSTALL TYPE CURB
U
& GUTTER PER CITY
EVC
END VERTICAL CURB
STA
STATION
0
PROPOSED SIDEWALK
STANDARD S -1
(000.00)
EXISTING ELEVATION
SD
STORM DRAIN
- -
EXISTING PAVEMENT
FL
FLOW LINE
SDMH
STORM DRAIN MANHOLE
FTG
FOOTING
TC
TOP OF CURB
OO
PROPOSED SURVEY MONUMENT
GV
GATE VALVE
TP
TOP OF PAVEMENT
24 FT SECONDARY ACCESS DRIVE -
GB
GRADE BREAK
VC
VERTICAL CURVE
TO BE LOCATED WITHIN RIGHT OF WAY
VP
VENT PIPE
- - - -
RIGHT OF WAY
MAR AZUL WAY
SEE SHEET 7
o /
BW
38 39
F F
22.5'
+ +
STA. 8 +45.82
42.00' LT CB
STA. 8 +43.82
40.00' LT ECR
� J
Q Q STA. 8 +23.82
BW V) 22.5' u~i 20.00' LT BCR
0.20 o B
7 +00 3" 11.5' 16" 8 +00
43 STA. 67.08 H I - -
27.00' RT p
0.20%
STA. 8 +81.82 11
42.00' LT CB F
r BW
Lo + + �� o STA. 8 +63.82 c
m q,' + + TORTUGA DEL +
00 - V < Q ��� MAR DRIVE C/L °'
STA. 9 +03.82
co F 28 cn c- STA. 1+00.00 Q <
cn 18.00' RT CB,GB c- F
27 F 26� F 25 24 F F �q UL WAY C/L cn
22F `
TORTUGA DEL MAR DRIVE STA. 1 +00 - 10 +00
PAVING SECTION: 0.25' - TYPE B, .04' MAXIMUM, MEDIUM AC PAVEMENT
PER GEOTECHNICAL 0.42' - CLASS 11 AGGREGATE BASE
INVESTIGATION FOR 0.50' - COMPACTED SUBGRADE TO 95% REL. COMP. (NATIVE SOIL)
TRACT NO. 6419 BY 5 - TRAFFIC INDEX
GEOCON INLAND
EMPIRE, INC. DATED 4.5 - R -VALUE
JANUARY 10, 2006.
2 N
DELTA
LENGTH
N
M
- EXISTING GRADE
Cl
89'46'49"
47.01
CR "?
AT CENTERLINE
C2
90' 13' 1 1 "
31.42' - -
30.00
30.12
C3
3.82 n
31.42
20.00
+
C4
90'00'00"
LC
31.42'
20.00
LS4B
ECR rn
- - - --
a
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w
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m W
w
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FINISH GRADE
Q
�
b 42 STA. 9+ 15.01 H -0.51%
J
9 +00
27.00' LT
10 +0
-
S=0.20%
44
-I
- N88'54'23" W
Z
--I
r_ S -0.51 %
-
469.00'
1
0
W
zij
U
Q
w
0.53%
rr
clt
Q
U
FINISH GRADE
r BW
Lo + + �� o STA. 8 +63.82 c
m q,' + + TORTUGA DEL +
00 - V < Q ��� MAR DRIVE C/L °'
STA. 9 +03.82
co F 28 cn c- STA. 1+00.00 Q <
cn 18.00' RT CB,GB c- F
27 F 26� F 25 24 F F �q UL WAY C/L cn
22F `
TORTUGA DEL MAR DRIVE STA. 1 +00 - 10 +00
PAVING SECTION: 0.25' - TYPE B, .04' MAXIMUM, MEDIUM AC PAVEMENT
PER GEOTECHNICAL 0.42' - CLASS 11 AGGREGATE BASE
INVESTIGATION FOR 0.50' - COMPACTED SUBGRADE TO 95% REL. COMP. (NATIVE SOIL)
TRACT NO. 6419 BY 5 - TRAFFIC INDEX
GEOCON INLAND
EMPIRE, INC. DATED 4.5 - R -VALUE
JANUARY 10, 2006.
NORTH FLOWLINE
SOUTH FLOWLINE
i
LOW POINT ELEV = 394.61
LOW POINT STA = 9 +03.82
PVI STA = 9+15.15
EXISTING GRADE PVI ELEV = 394.57
AT CENTERLINE A.D. = 0.73 -
- K = 68.83 _ - -_
EXISTING SURVEY MONUMENT
FIRE HYDRANT ASSEMBLY
PROPOSED TRAFFIC SIGN
CURVE TABLE
CURVE
DELTA
LENGTH
,1
- EXISTING GRADE
Cl
89'46'49"
47.01
30.00
AT CENTERLINE
C2
90' 13' 1 1 "
31.42' - -
30.00
30.12
C3
90'00'00"
31.42
20.00
2000 .
C4
90'00'00"
LC
31.42'
20.00
20.00
- - - --
a
1
w
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m W
w
cn
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N
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-
S=0.20%
z
r_ S -0.51 %
}
1
s\\7 %
NORTH FLOWLINE
SOUTH FLOWLINE
i
LOW POINT ELEV = 394.61
LOW POINT STA = 9 +03.82
PVI STA = 9+15.15
EXISTING GRADE PVI ELEV = 394.57
AT CENTERLINE A.D. = 0.73 -
- K = 68.83 _ - -_
EXISTING SURVEY MONUMENT
FIRE HYDRANT ASSEMBLY
PROPOSED TRAFFIC SIGN
CURVE TABLE
CURVE
DELTA
LENGTH
RADIUS
TANGENT
Cl
89'46'49"
47.01
30.00
29.89
C2
90' 13' 1 1 "
47.24
30.00
30.12
C3
90'00'00"
31.42
20.00
2000 .
C4
90'00'00"
1 31.42
20.00
20.00
40' 0' 40'
HORIZ. SCALE: 1 "= 40'
VERT. SCALE: 1 "= 2'
S= 0.209 --_�
i
1 +00 2 +00 3 +00 4 +00 5 +00 8 +00 7 +00 8 +00 9 +00
S= 0.53 %'
10 +00 11 +00
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10 +00 11 +00
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PLOT DATE:
4 9 2007 2:31 PM
JOB NO.:
060026
FILE NAME:
060026 -06- TORTUGA- ST.dwg
SCALE: HORIZ. 1 " =40'
VERT. 1"=2'
SHEET NO.:
6 OF 10
GENERAL NOTES GENERAL NOTES
BMRE IWAVA7WG R/w
CALL • USA 1. ALL STATIONING IS BASED ALONG STREET \ - CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR COLLECTOR STREETS
1-800-227-2600 CENTERLINE UNLESS OTHERWISE NOTED. AND 5' COMBINATION TYPE SIDEWALK FOR LOCAL STREETS, PER CITY
OF BAKERFIELD STD. ST -3
2. INSTALL SURVEY MONUMENTS PER CITY OF
BAKERSFIELD STANDARDS S -29 AT ALL OB - CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. A88A
INTERSECTIONS OF STREET CENTER LINES 10
AND AT ALL BEGINNINGS AND ENDINGS OF CURVES. OC - INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERFIELD ST -18
i
3. MUTCD- MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OD - INSTALL TYPE B CURB AND GUTTER PER CITY OF BAKERFIELD STD.
ST -1 2
4. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE
INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. \ - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BAKERFIELD
STD. ST -4
5. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE
PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME O - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERFIELD
AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS STD. ST -14
BE CHANGED, A REVISED STRIPING PLAN SHALL BE
SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO 0- INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERFIELD
PAVING STD. ST -14
9- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFILED STD. S -40
r%i
HEAVY WALL CONCRETE PIPE
DELTA
STORM DRAIN MANHOLE
INV.
INVERT
•
SEWER MANHOLE
LT
w
40' 0'
40'
LC
LENGTH OF CURVE
+
STREET SIGN
P
PAVEMENT
197.06
STREET LIGHT
PCC
POINT OF COMPOUND CURVE
90'00'00"
HORIZ. SCALE: I"= 40'
PI
Lu
�_
PRC
VERT. SCALE: 1 "= 2'
1 20.00
NEW WATER LINE
PVI
POINT OF VERTICAL INTERSECTION
- -G- -
GAS LINE
000.00
PROPOSED ELEVATION
-W
Q
RT
RIGHT
DIRECTION OF GUTTER FLOW
SS
SANITARY SEWER
00
"R' VALUE
SSMH
LL
00
IL
0.00%
SLOPE, IN FOOT PER FOOT
Q
b
STATION
0
PROPOSED SIDEWALK
1
STORM DRAIN
W
10 +00
SDMH
O
LLI
HWCC
-�-
TOP OF CURB
U
Q
w
TOP OF PAVEMENT
®
24 FT SECONDARY ACCESS DRIVE -
VC
VERTICAL CURVE
a-
TO BE LOCATED WITHIN RIGHT OF WAY
VP
VENT PIPE
- -- -
RIGHT OF WAY
W
O
+
I
o
cnw
to Q
o
V)
Z
° I
U
395
�R
Zol
20' 20'
- 6 " CURB + 4 112' SIDEWALK 6" CURB + 4 112' SIDEWALK
r PAINT BINDER �2" ABOVE GUTTER\
2 % MIN. 2 9 MIN.
TYPE B A. C.
CLASS 2 A.B.
TYPICAL SECTON
NOT TO SCALE COMPACTED SUBGRADE TO
957. REL. COMP. (NATIVE SOIL)
1_ V I IN I V %-j r-% L f L_
PAVING SECTION:
PER GEOTECHNICAL
INVESTIGATION FOR
TRACT NO. 6419 BY
GEOCON INLAND
EMPIRE, INC. DATED
JANUARY 10, 2006.
0.25' - TYPE B, .04' MAXIMUM, MEDIUM AC PAVEMENT
0.42' - CLASS II AGGREGATE BASE
0.50' - COMPACTED SUBGRADE TO 95% REL. COMP. (NATIVE SOIL)
5 - TRAFFIC INDEX
45 - R -VALUE
LEGEND
R/w
AC ASPHALT CONCRETE
BC BEGINNING OF CURVE
BCR BEGIN CURB RETURN
BVC BEGIN VERTICAL CURVE
10' BW BACK OF SIDEWALK
CB CATCH BASIN
\ CR CROWN OF ROAD
C &G CURB & GUTTER
f- 2 % DEP DEPRESSION
DI DRAIN INLET
INSTALL CITY STANDARD EC END OF CURVE
TYPE SIDEWALK PER EP EDGE OF PAVEMENT
STD ST -3 ECR END CURB RETURN
INSTALL TYPE "B" CURB EL ELEVATION
& GUTTER PER CITY EVC END VERTICAL CURB
STANDARD S -1 (000.00) EXISTING ELEVATION
FL FLOW LINE
FTG FOOTING
GV GATE VALVE
GB GRADE BREAK
HWCP
HEAVY WALL CONCRETE PIPE
DELTA
STORM DRAIN MANHOLE
INV.
INVERT
•
SEWER MANHOLE
LT
LEFT
-
+
CHAIN LINK FENCE i
LC
LENGTH OF CURVE
+
STREET SIGN
P
PAVEMENT
197.06
STREET LIGHT
PCC
POINT OF COMPOUND CURVE
90'00'00"
HANDICAP RAMP
PI
POINT OF INTERSECTION
( CALTRANS STANDARD)
PRC
POINT OF REVERSE CURVE
1 20.00
NEW WATER LINE
PVI
POINT OF VERTICAL INTERSECTION
- -G- -
GAS LINE
000.00
PROPOSED ELEVATION
-W
EXISTING WATER LINE
RT
RIGHT
DIRECTION OF GUTTER FLOW
SS
SANITARY SEWER
00
"R' VALUE
SSMH
SANITARY SEWER MANHOLE
00
PREVIOUS "R' VALUI
0.00%
SLOPE, IN FOOT PER FOOT
Z
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STATION
0
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SD
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Q
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TP
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VERTICAL CURVE
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FIRE HYDRANT ASSEMBLY
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CURVE
DELTA
LENGTH
RADIUS
TANGENT
Cl
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27.13
35.00
14.29
C2
44'24'55"
27.13
35.00
14.29
C3
268'49'50"
197.06
42.00
42.87
C4
90'00'00"
31.42
20.00
20.00
C7
90'00'00"
31.42
20.00
1 20.00
TORTUGA DEL MAR DRIVE RANCHO VIEJO DRIVE
_ SEF, SHEET 6 SEE SHEET 8
mod' ST_ A: 7 +71.32
-STA 4 +92.50 I
CD
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51
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40.00' LT BCR
STA. 1 +40.00 STA. 3 +90.00 STA: 5 +27.50
40' 0' 40' �! J 20.00' LT ECR 40.00' LT JECR, F
20.00' LT CB STA3 +70.00
HORIZ. SCALE: 1 "= 40' Bw A 20.OT LT BC J
VERT. SCALE: 1 "= 2' � STA: 8 +49. -1 B n r
D 0.62%
30' STA: 5 +72.50
2 +00 3 +00 5' 2. 20 60' 4 +00 I F
23 - \- - N01'05'3T'E -- - BW 52
310.00' �-
5' 2
STA. 1+00.00 p 20' m n
MAR AZUL WAY C/L / " h 0.62% 30' + STA. 4+ 10.00
STA. 8 +63.82 B c, °° MAR AZUL WAY C L
TORTUGA DEL MAR DRIVE C/L B
STA. 5 +85.00
I RANCHO VIEJO DRIVE C L
- + STA. 1 +42.00 A /
o "� 20.00' RTC BW STA. 3 +70.00
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STA. 1+40.00
-- - -- - - - --- _ - 20.00' RT ECR
STA. 1+20.00 STA. 3 k90-00
T EC
40.00' RT BCR 40.00' RT ECR
STA: 6 +52.50 F
42 STA. 1 +27.45 H 11 10 I
22 51.19' RT I
STA: 9 +56.32 F STA: 6 +77.50 53
F STA: 9 +64.71 �-
\.
TORTUGA DEL MAR DRIVE RANCHO VIEJO DRIVE
LEFT SIDE MAR AZU L WAY STA. 0 +80 - 4 +30
SEE SHEET 8
PAVING SECTION: 0.20' - TYPE B, .04' MAXIMUM, MEDIUM AC PAVEMENT
PER GEOTECHNICAL 0.42' - CLASS II AGGREGATE BASE
INVESTIGATION FOR 0.50' - COMPACTED SUBGRADE TO 95% REL. COMP. (NATIVE SOIL)
TRACT NO. 6419 BY 4.5 - TRAFFIC INDEX
GEOCON INLAND
EMPIRE, INC. DATED 45 - R -VALUE
JANUARY 10, 2006.
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JOB NO.:
060026
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%8 OF 10OF 10
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& GUTTER PER CITY EL ELEVATION
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LT
RIW
0.21'
CHAIN LINK FENCE
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LENGTH OF CURVE
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P
PAVEMENT
CCU • USA
1. ALL STATIONING IS BASED ALONG STREET
OA
- CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR COLLECTOR STREETS
60'
HANDICAP RAMP
1- 800 -227-2800
CENTERLINE UNLESS OTHERWISE NOTED.
45
AND 5' COMBINATION TYPE SIDEWALK FOR LOCAL STREETS, PER CITY
PRC
POINT OF REVERSE CURVE
I
NEW WATER LINE
PVI
OF BAKERFIELD STD. ST -3 I
- -G - -
GAS LINE
000.00
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-W
10'
20'
20'
(-
BAKERSFIELD STANDARDS S -29 AT ALL
OB
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00
"R" VALUE
SSMH
INTERSECTIONS OF STREET CENTER LINES
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6" CURB + 4 112' SIDEWALK
0(6
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3. MUTCD- MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
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2 q MIN.
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+
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PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME
3-
INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERFIELD
AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS
STD. ST -14
TYPE B A.C.
. -._.°
BE CHANGED, A REVISED STRIPING PLAN SHALL BE
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.,MM
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CURB &
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4°
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BW BACK OF SIDEWALK
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%
C &G CURB & GUTTER
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INSTALL CITY STANDARD DI DRAIN INLET
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STD ST -3 EP EDGE OF PAVEMENT
INSTALL TYPE "B" CURB ECR END CURB RETURN
& GUTTER PER CITY EL ELEVATION
STANDARD ST -1 EVC END VERTICAL CURB
(000.00) EXISTING ELEVATION
FL FLOW LINE
FTG FOOTING
GV GATE VALVE
GB GRADE BREAK
HWCP
HEAVY WALL CONCRETE PIPE
O
STORM DRAIN MANHOI
INV.
INVERT
•
SEWER MANHOLE
LT
LEFT
0.21'
CHAIN LINK FENCE
LC
LENGTH OF CURVE
+
STREET SIGN
P
PAVEMENT
0.50'
STREET LIGHT
PCC
POINT OF COMPOUND CURVE
4.5
HANDICAP RAMP
PI
POINT OF INTERSECTION
45
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POINT OF REVERSE CURVE
NEW WATER LINE
PVI
POINT OF VERTICAL INTERSECTION
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GAS LINE
000.00
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-W
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RT
RIGHT
(-
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SS
SANITARY SEWER
00
"R" VALUE
SSMH
SANITARY SEWER MANHOLE
00
PREVIOUS "R" VALUE
0.00%
SLOPE, IN FOOT PER FOOT
0(6
I
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STATION
0
PROPOSED SIDEWALK
SD
STORM DRAIN
o
EXISTING PAVEMENT
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RANCHO VIEJO DRIVE INSTALL TYPE 3 BARRICADE PER
CALTRANS STANDARD PLAN A73C FG 396.13 34' FG 396.13
SEE SHEET 8 WITH W- 31(CA) SIGN WITH
OM4 -3 MARKER. BARRICADE IS
TO GO FROM FLOWLINE TO - - - - - XX - - -
I 1 �� FLOWLINE TEMP. SUMP TO CONTAIN I Mi
10 STA: 6 +77.50 b� CHAIN LINK RUNOFF. SEE LEFT FOR DETAILS. FL. 395.73 I 5 N
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E STA: 7 +22.50
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B I OF SUMP:
l I 40 1 390.00 40' I B64'
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N 50.31 ' RT 1 CONSTRUCTED AT SAME TIME. REMOVE -
° AND SALVAGE SIGN WITH - - - - -
CONSTRUCTION OF ADJACENT PHASE.
SEE MUTCD SECTION 3C.04 FG 396 08 FG 396.08
RANCHO VIEJO DRIVE
SEE SHEET 8
NTS
2,176 SQ.FT.
(OWNER REQUIRED TO MAKE $5,000 DEPOSIT TO
CITY OF BAKERSFIELD, WHICH IS REFUNDABLE
UPON CONSTRUCTION OF PHASE 2)
EXISTING SURVEY MONUMENT
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i PROPOSED TRAFFIC SIGN
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WAY
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31.42
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40' 40,
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0.42'
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INVESTIGATION FOR
0.50'
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VERT. SCALE: 1 "= 2'
TRACT NO. 6419 BY
4.5
- TRAFFIC INDEX
GEOCON INLAND
45
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EMPIRE, INC. DATED
JANUARY 10, 2006.
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JOB NO.:
060026
FILE NAME:
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SCALE: HORIZ. 1"=40'
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JOB NO.:
060026
FILE NAME:
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SHEET NO.:
9 OF 10
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TEMP AT MEDIAN
B. ST-2 TYPE SIMILAR CALLOWAY DRIVE
TOP OF CURB OF SHALL BE CITY STANDARD MEDIAN
EXISTING EDGE 8" ABOVE EXISTING PAVEMENT TOP OF CURB OF SHALL BE
OF PAVEMENT CONTRACTOR TO FIELD VERIFY 8" ABOVE EXISTING PAVEMENT EXISTING FLOWLINE STA. 26 +80.28 13.00' LT
_J_ CONTRACTOR TO FIELD VERIFY C END CONCRETE MEDIAN CURB
STA. 19 +38.24 FUTURE MEDIAN `
BEGIN AC MEDIAN CURB STA. 21 +55 +.74, 9.46' LT
-- - - - - - BY OTHERS - a- - - - - --
END AC MEDIAN CURB -a - -- --
TC 398.16 BEGIN CONCRETE MEDIAN CURB --
397.49 TC 397. 10 -- - - -- - TC 396.54
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- INSTALL STANDARD
TYPE SIDEWALK
INSTALL STANDARD
EXISTING PAVEMENT
TO REMAIN INSTALL 8" AC MEDIAN CURB EXISTING PAVEMENT
TYPE SIDEWALK
SIMILAR TO C.O.B. ST -2 TYPE M TO REMAIN
TOP OF CURB SHALL BE 8" ABOVE INSTALL TYPE "B"
EXISTING PAVEMENT TO REMAIN PROPOSED PAVEMENT CURB & GUTTER PROPOSED PAVEMENT CURBLL TYPE " B"
CURB & GUTTER
PER C.O.B ST -13 PER C.O.B ST -1 INSTALL 8" TYPE M MEDIAN PER C.O.B ST -13 PER C.O.B ST -1
INSTALL 8" TYPE M MEDIAN CURB PER C.O.B. ST -2
CURB PER C.O.B. ST -2
SECTION A
STA. 19 +38.24 -20 +54.36 SECTION C
(NTS) STA. 21+55.74-26+79.04
(NTS)
SECTION A
SECTION C
NOTES:
1. ALL REFERENCES TO CITY OF BAKERSFIELD STANDARDS
o o z NUMBERS ARE BASED ON THE REVISED SECTIONS
O a- J PROPOSED FOR THE NEW SUBDIVISION & ENGINEERING
DESIGN MANUAL
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INSTALL STANDARD
EXISTING PAVEMENT INSTALL 8" AC MEDIAN CURB TYPE SIDEWALK APPROVED
W TO REMAIN SIMILAR TO C.O.B. ST -2 TYPE M
REVISION BY:
o TOP OF CURB SHALL BE 8" ABOVE INSTALL TYPE "B''
EXISTING PAVEMENT TO REMAIN PROPOSED PAVEMENT CURB & GUTTER
PER C.O.B ST -13 PER C.O.B ST -1 Icy
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REBEKAH L. GODETT DATE
INSTALL 8" TYPE M MEDIAN RCE NO.: 82485 (EXP. 09- 30 -16)
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U RCE NO.: 32178 (EXP. 12- 31 -16)
STA. 20 +54.36 -21 +55.74
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12/3/2015
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130191.01
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