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15000 STOCKDALE HIGHWAY
"��'�°�'�°°° DERREL'S MINI -STORAGE, FACILITY #67
STOCKDALE HIGHWAY IMPROVEMENTS
PROJECT
CITY OF BAKERFIELD GENERAL NOTES
i. ALL IMPROVEMENTS SHALL BE INACCORDANCE WITH CITY Of BAKERSFIELD DEVELOPMENT STANDARDS AND SHALL
CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE A PART HEREOF IN THE PRELIMINARY SOILS REPORT BY
SALEM ENGINEERING GROUP, DATED SEPTEMBER 28, 2012 AND SIGNED BY: R SAMMY (SALEM ENGINEERING) R.G.E. 2549 AND
THE ADDENDUM BY SALEM ENGINEERING DATED 12.23.15 AND SIGNED BY R. SAMMY SALEM R.G.E. 2549
2. IMPROVEMENTS SHALL BE IN ACCORDANCE WITH STATE OF CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AS MODIFIED AND DETERMINED
APPLICABLE BY THE DIRECTOR.
3. ALL STREETS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE TRAFFIC INDEX AS SHOWN ON THE TYPICAL
CROSS-SECTIONS,
4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R' VALUE AS SHOWN ON TYPICAL GROSS -SECTIONS. SHOULD
FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN-PLACE MATERIAL, STREETS SHALL BE REDESIGNED
ACCORDING TO THE LOWER "R' VALUE.
5. ANY LAYER OF *R" VALUE MATERIAL SPECIFIED IN THE TYPICAL CROSSSECTION MAY BE INCREASED IN DEPTH PROVIDED
THAT THE MATERIAL ABOVE THAT LAYER HAS NO LESS THAN THE MINIMUM THICKNESS SHOWN.
6, ANY WORK WHICH AFFECTS ANY EXISTING COUNTY MAINTAINED ROAD OR THE TRAFFIC THEREON SHALL BE COMPLETED
WITHIN 20 WORKING DAYS FROM START OF WORK.
7. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOWLINES (INVERTS).
S. MAXIMUM PLUS GRADE TOLERANCE FOR A.B., A.S.B/AND O.G. SHALL BE 005 OF A FOOT.
9. PORTLAND CEMENT CONCRETE SHALL BE CLASS 3 UNLESS OTHERWISE INDICATED. ALL CONCRETE SHALL HAVE ALL
EXPOSED SURFACES TREATED WITH A WHITE PIGMENTED CURING COMPOUND (SEE SECTION 90-7.018 OF THE STD. SPECS.)
AFTER FINISHING,
10. PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) SHALL BE
INSTALLED PER PLANS APPROVED BY THE ENGINEER.
11. STREET LIGHTING SHALL BE INSTALLED AND A MEANS PROVIDED TO CONTRACT FOR PUBLIC UTILITY SERVICES AND
MAINTENANCE. STREET LIGHTS ARE TO BE LED AS SPECIFIED IN CITY OF BAKERSFIELD SPECIAL PROVISIONS SECTION
SP7-86.01 OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER.
12. PRIOR TO START OF ANY EARTHWORK, THE SUBDIVIDER SHALL OBTAIN A GRADING PERMIT AS REQUIRED BY CIN OF
BAKERSFIELD CODE OF BUILDING REGULATIONS AND GRADING ORDINANCE
13. STREETLIGHT LUMINARIES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION SP7-86.01 OR AN
EQUIVALENT AS APPROVED BY CITY ENGINEER.
14, ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO STRUCTURES, POLES, PIPELINES, CONDUCTS, CANALS, AND
APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONS BY THE COUNTY ENGINEER, SHALL BE RELOCATED AT
THE EXPENSE OF THE SUBDIVIDER.
15. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE COUNTY ENGINEER IN ORDER TO PROVIDE
A SAFE CONNECTION TO THE EXISTING STREET PAVEMENT.
16. STORM DRAINAGE SUMP SHALL NOT BE ALLOWED TO ACCEPT WATER UNTIL SECURED BY PERMANENT FENCING OR IN
THE CASE OF SHALLOW UNFENCED SUMPS NOT UNTIL COMPLIANCE WITH DEPTH AND SIDE SLOPE CRITERIA AS SET BY THE
CITY OF BAKERSFIELD DEVELOPMENT STANDARDS.
17. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT, AS DIRECTED BY THE
ENGINEER, IN ACCORDANCE WITH THE PROVISIONS IN SECTION 37 "BITUMINOUS SEALS" OF THE STANDARD SPECIFICATIONS
AND THE STATE DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT.
18. PAVEMENT GRINDING IN ACCORDANCE WITH SECTION 42 OF THE STANDARD SPECIFICATIONS SHALL BE PROVIDED AS
DIRECTED BY THE ENGINEER WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT.
19 ALL FRAMES AND COVERS WITHIN THE ROADWAY SHALL BE RAISED TO FINISH GRADE PER PLATE R69.
20. UNDERGROUND UTILITIES INCLUDING SERVICES TO BE LOCATED WITHIN RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO
SURFACING THE STREETS.
27 UTILITY S INSTALLED TALLED IN SIDEWALK AREA SHALL HAVE NONSKID SURFACES&IDS.
.UTLI S
22. WHEN BIKE LANES ARE REQUIRED ALONG A HIGHWAY, THE CURB LINE SHALL BE EXTENDED THREE (3) FEET AND THE
PARKWAY AREA REDUCED THREE (3) FEET.
23. PRIOR TO ACCEPTANCE OF IMPROVEMENTS, THE DEVELOPER SHALL SUBMIT LETTER TO THE CITY OF BAKERSFIELD
ROADS DEPARTMENT REQUESTING'NO STOPPING'ALONG PANAMA LANE.
24.24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION
SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049.
25. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY
WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY UNLESS SECURED BY AN IMPROVEMENT
AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK
PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
26. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDNIDER/CONTRACTOR. THE NUMBER AND
LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
27. UNDERGROUND SERVICE ALERT SHALL BE CONTRACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION.
(800642-2444)
28. LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED. A MAXIMUM SLOPE RATIO FROM THE BACK OF THE SIDEWALK TO
FACE OF WALL OR STRUCTURE SHALL BE 4:1; EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE
SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO
PREVENT EROSION ONTO THE SIDEWALK.
29. STREET SWEEPING, WALLS, DRAINAGE, STREET LIGHTS, ETC, SHALL BE MAINTAINED BY DERREL'S MINI STORAGE
THE ENGINEER OF RECORD'S NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF CITY OF BAKERSFIELD
ENGINEERING IMPROVEMENT STANDARDS.
2. ALL ASPHALT CONCRETE PAVING SHALL BE APPLIED TO DRY GROUND IN DRY WEATHER WITH
TEMPERATURES ABOVE 50 DEGREES. ALL WORK RELATED TO PAVING SHALL CONFORM TO STATE OF
CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDS, SPECIFICATIONS, AND CITY OF BAKERSFIELD
REQUIREMENTS.
3. ALL MANHOLE COVERS SHALL BEA MINIMUM OF 0.5' BELOW AGGREGATE BASE UNTIL COMPLETION OF
PAVING. ADJUST ALL MANHOLES AND VALVE BOXES TO FINISH GRADE AFTER PAVING IS COMPLETED.
GENERAL NOTES
4. ALL SANITARYSEWER LATERALS SHALL BE EXTENDED 5' BEYOND PROPERTY LINE AND MARKED WITH A 3'
HIGH "S' ON TOP OF CURBAEFER TO CITY OF BAKERSFIELD DESIGN STANDARD SW -1 SEWER LATERAL
MARKER. WATER SERVICES SHALL BE MARKED WITH A W. PROVIDE MINIMUM OF 1' SEPARATION
BETWEEN WATER SERVICE TAPS.
5. TREE ROOT SYSTEMS SHALL BE REMOVED TOA MINIMUM DEPTH OF 2 FEET AND WITHIN A RADIAL
DISTANCE WHICH WOULD PERMIT REMOVAL OF ALL ROOTS LARGER THAN 1"DIAMETER WITHIN STREET
RIGHT OF WAYS AND BUILDING AREAS.
6. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT FIRE HYDRANT LOCATIONS PER FIRE
DEPARTMENT REQUIREMENTS.
7. CONTRACTOR SHALL NOTIFY THE CITY OF BAKERSFIELD'S PROJECT MANAGER OF ANY AND ALL
CONFLICTS BETWEEN CONTRACT DRAWINGS AND THE ACTUAL SITE CONDITIONS PRIOR TO COMMENCING
ANY WORK IN QUESTION.
8. CONTRACTOR SHALL PROVIDE PEDESTRIAN, VEHICLE, WORKER AND TREE PROTECTION AS NECESSARY
FOR THE FULL DURATION OF THE PROJECT.
9. CONTRACTOR SHALL PERFORM ALL WORK NECESSARY i0 COMPLETE THE CONTRACT IN A
SATISFACTORY MANNER PROVIDING ALL MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS NECESSARY TO
COMPLETE THE WORK UNLESS SPECIFIED OTHERWISE.
10. THE CONTRACTOR SHALL PROVIDE FOR INGRESS AND EGRESS FOR PRIVATE PROPERTY ADJACENT TO
WORK THROUGHOUT THE PERIOD OF CONSTRUCTION.
11, THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES
NECESSARY TO PROVIDE FOR SAFETY.
12, EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE
LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF
PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO
GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN.
/3. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST 2
WORKING DAYS IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES. CALL'UNDERGROUND
SERVICE ALERT- (USA.) AT 1-800-227-2600. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN
THE FIELD BY LOCATION OF SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE
CONTRACTOR'S FAILURE TO LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED AND MERGED IN THE
CONTRACT UNIT PRICE.
14. SHOULD ITAPPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE HERETO IS NOT
SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT CIN OF
BAKERSFIELD FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY,
15. CONTRACTOR SHALL RETAIN LICENSED SURVEYOR OR ENGINEER TO PRESERVE MONUMENTS AND
BENCHMARKS, WHICH SHALL NOTBE DISTURBED WITHOUT THE CITY'S CONSENT, THE CONTRACTOR SHALL
BE RESPONSIBLE FOR REPLACING DESTROYED BENCHMARKS.
16. CONTRACTOR SHALL EXPOSE ALL EXISTING UNDERGROUND PIPELINES OR OTHER UNDERGROUND
OBSTRUCTIONS TO VERIFY THAT THERE ARE NO GRADE CONFLICTS PRIOR TO LAYING ANY GRAVITY
PIPELINES.
17. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THEJOB
SITE CONDITIONS DURING CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THIS
REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS.
18. PROPERLY DISPOSE OF ALL WASTE MATERIALS AND SALVAGE OR RELOCATE OTHER STRUCTURES AS
SHOWN ON THE PLANS OR AS DIRECTED BY THE CITY ENGINEER.
19. PROTECT EXISTING UTILITIES WITHIN THE PRQJECTAREA. DAMAGED UTILITIES ARE TO BE REPAIRED OR
REPLACED AT CONTRACTOR'S EXPENSE.
20. CONTRACTOR SHALL KEEP THE WORK SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS THROUGH ALL
PHASES OF CONSTRUCTION.
21. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL LINES SHALL BE INSPECTED WITH VIDEO
EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION
CAMERA SHALL RAVE THE CAPABILITY OF ROTATING 360°, IN ORDER TO VIEW AND RECORD THE TOP AND
SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S
CONSTRUCTION INSPECTOR, WILL WILL ALSO INITIAL AND DATE THE CHAIN OF CUSTODY" FORM. THE
IMMEDIATELY N TIFY THE IN ANY PIPE LOCATIONS REVEALED TO BE NOT IN
SUBDIVIDER SHALL0 C OF
COMPLIANCE WITH THE SPECIFICATIONS. ARECORDED VIDEO CASSETTE, COMPLETE'CHAIN OF CUSTODY"
FORM AND A WRITTEN LOG (WHICH INCLUDES STATIONING, BASED ON STATIONING OF THE APPROVED
PLANS AND CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE
APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE
VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY.
ASPHALT CONCRETE PAVING NOTES:
1. ASPHALT CONCRETE SHALL BE TYPE'W (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND
TYPE S' (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39,
"ASPHALT CONCRETE', OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A'
(MODIFIED) OR TYPE'B' (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF
SECTION 39-2.02, 'AGGREGATE', OF THE STANDARD SPECIFICATIONS FOR N4 INCH MAXIMUM, MEDIUM
GRADING.
3. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64.10 PERFORMANCE
GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL
CONFORM TO THE THE REQUIREMENT IN THE TABLE FOR'STEAM-REFINED PAVING ASPHALTS', IN SECTION
92-1.02, 'GRADES, OF THE STANDARD SPECIFICATIONS.
4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED
BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS
PROPOSED FOR USE IN THE WORK, THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY
ENGINEER.
5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING
FOR THE CI7Y ENGINEER'S REVIEW AND APPROVAL:
A. A LIST OF AGGREGATE AND ASPHALT SOURCES.
S. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED
IN THE WORK CONFORM TO THE REQUIREMENTS SO SECTION 39.2.02,
AGGREGATE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST
RESULTS SHALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST
RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR.
C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH=FORNIA
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 BYASTM 02041. THE ASPHALT CONCRETE MIX SHALL
MEET THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGATE, OF THE STANDARD
SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE
MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE
DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL THE COSTS
ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN.
6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING
PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHTLINE, EITHER PARALLEL OR PERPENDICULAR TO THE
CENTERLINE OF THE STREET, AND ATA MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF
PAVEMENT.
7 A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT
OF ASPHALT CONCRETE. HOWEVER ALL OTHER REQUIREMENTS OF SECTION 394.01,'SUBGRADE", OF THE
STANDARD SPECIFICATIONS SHALL BE MET.
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 THE
LIMITS OF CONSTRUCTION.
9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIP LOCATIONS UNLESS
OTHERWISE PERMITTED BY THE CITY ENGINEER.
10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER.
ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVE WHERE
SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHAM BE HAND RAKED, IF NECESSARY,
AND COMPACTED TO FORM SMOOTH. TAPERED CONNECTIONS.
11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING
OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH
OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN 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
OPERATION RESUME.
12. WHERE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING
OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT 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. 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 OPERATION RESUME.
13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 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 OFASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER
THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE
REWIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES, OR
BOTH, IF NEEDED, ARE TO BE ADJUSTED. 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 I$ GIVEN DOES NOT
MEET THE SPECIFIC RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND
REPLACED WITH MATERIAL THAT MEET THE IN-PLACE DENSITY REQUIREMENTS.
15. IF THE TEST RESULTS FOR ANY LOT OFASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS
EITHER LESS THAN 90 PERCENT OR MORE THAN 96 PERCENT THE ASPHALT CONCRETE REPRESENTED BY THAT
LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET IN-PLACE DENSITY. 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 01188 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.
THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT
CONTRACTOR'S EXPENSE.
17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE
TOLERANCES, ITSHALL BE BROUGHT WITHIN TOLERANCE BY EITHER:
A ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND BLADES,
B. REMOVAL AND REPLACEMENT, OR
C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY.
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 PARALLEL TO, THE NEAREST LANE
LINE OR PAVEMENT EDGE AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT
CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE
LAST FOUR PARAGRAPHS OF SECTION 42-2.02, CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG
SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE
FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY
ENGINEER.
19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB)
CONFORMING TO SECTION 200.2.2 OF THE "GREENBOOK'. BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB
OR EINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE
"GREENBOOK' WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND
CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS
OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF
95% OF MAXIMUM DRY DENSITY.
20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS
STANDARD SPECIFICATION SECTION 19.1.03 PER THE CIN OF BAKERSFIELD:
IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL
CONFORM TO THE FOLLOWING"
A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE,
THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE
ESTABLISHED BY THE ENGINEER.
S. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE ON
THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR
BELOW THE GRADE ESTABLISHED BY THE ENGINEER.
C. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN
THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE
SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING.
NOTE TO OWNER AND CONTRACTOR
COORDINATION NOTE:
CONTRACTOR TO COORDINATE WORK WITH STREET IMPROVEMENTS FOR TRACT 7240 MEDIAN IF BOTH
PROJECTS ARE UNDER CONSTRUCTION CONCURRENTLY.
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PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE
PLANS ARE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE
ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THE MAP.
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 THIS DRAWING.
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.
1-800-227-1600
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF
MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN
CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW
BOARD.
ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA
ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON
CORRECTED PLANS SUBMITTED TO THE CIN ENGINEER.
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R_V,p EXP. DATE
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REVIEWED BY: TRAFFIC ENGINEER DATE
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EASEMENT --_�I S27° 01' 36'W
SECTION LINE / PROPERTY LINE 765.54'
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NOD* 2T 16"EI
2646.72' I PROPERTY LINE
LU w S21 ° 30' 47"W
a � 90.67' EASEMENT -�
��PROPOSED R(W
1. COVER SHEET Q
2. STOCKDALE HIGHWAY P&P: STA 9+00 - STA 19+00
3. STOCKDALE HIGHWAY P&P: STA 19+00 - STA 26+00
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SIGNAGPI�G SHEET
MA7 1c;111IaMIW1:1441
SHEET INDEX
DERREL'S MINI STORAGE
3265 W. ASHLAN AVE.
FRESNO, CA 93722
(559) 224-9900
OWNER/DEVELOPER
MATERIALS LIST
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BENCHMARK
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BENCHMARK: TOP OF BRASS DISC LOCATED AT THE SOUTHEAST CORNER OF PROJECT SITE, AND THE 10'
OFFSET LINE (WEST) FROM THE CENTERLINE OF CLAUDIA AUTUM DRIVE (40' WEST OF THE EAST RWDAT
THE INTERSECTION WITH STOCKDALE HIGHWAY
ELEVATION IS 356.69' LNAVD88)
THE BENCHMARK DERIVED FOR THIS PROJECT LOCATION WAS DERIVED USING NGS' ONLINE
POSITIONING USERS SERVICE (OPUS). THE ELEVATIONS PROVIDED ARE BASED ON THE NAVD88 DATUM
AND ARE DERIVED FROM POST PROCESSED GPS SOLUTIONS. THE BASE STATIONS USED FOR THIS
DERIVATION WERE PID -0M7566 PID-DM6180, PID-UWI77 (EPOCH 2002.0000, GE01009).
BASIS OF BEARING
THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 29, RANGE 26, MOUNT
DIABLO BASE AND MEDIAN, AS SHOWN ON RECORD OF SURVEY, RECORDED IN BOOK 10 OF RECORD OF
SURVEYS, PAGES 197 & 198, OR KERN COUNTY RECORDS
TAKEN AS: S 89° 29'34" E
APPROVED BY: NIC" FIDLER, PUBLIC WORKS DIRECTOR DATE
R.C.E. NO. 61069 EXP. 12131116
N00° 25' 11'E I
1283.81' �NOO°25'11"E
SECTION LINE PROPERTY LINE r 5
26.67'
STOCKDALE HIGHWAY
S89° 29'34"E N89° 29'34V
O
SECTION LINE/PROPERTYLINE 7325.19' 2850.33'
VICINITY MAP
BRIMHALL RD.
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STEVEN J. MACIAS
RCE833W
EXP. 03731/17
DATE
APPROVED BY: NIC" FIDLER, PUBLIC WORKS DIRECTOR DATE
R.C.E. NO. 61069 EXP. 12131116
N00° 25' 11'E I
1283.81' �NOO°25'11"E
SECTION LINE PROPERTY LINE r 5
26.67'
STOCKDALE HIGHWAY
S89° 29'34"E N89° 29'34V
O
SECTION LINE/PROPERTYLINE 7325.19' 2850.33'
VICINITY MAP
BRIMHALL RD.
STOCKDALE HIGHWAY
THIS PUN HAS BEEN PREPARED WITH THE INTENT THAT 4CREEKS, INC WILL BE PERFORMING THE CONSTRUCTION VICINITY MAP
STAKING FOR THE COMPLETE PROJECT IF, HOWEVER ANOTHER ENGWEERWG AND/OR SURVEYING FIRM SHOULD
BE EMPLOYED TO USE THESE PUNS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GNEA'
THAT THE FIRM OF 4CREEKS, INC WILL NOTASSUME ANY RESPONSISILUYFOR ERRORS OR OMISSIONS, IFANY
WHICHMM.HTOCCURANO WHICH COULDHAVE BEENAVOIDED, CORRECTED ORMITIGATED IF4CREEKS HAD
PERFORMED THE STAKING WORK.
L%
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PROJECT AREA
'�- EXISTING RIGHT OF MW
I I CENTERLINE
Z N00° 25' 11'E
1394.07'
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THIS PUN HAS BEEN PREPARED WITH THE INTENT THAT 4CREEKS, INC WILL BE PERFORMING THE CONSTRUCTION VICINITY MAP
STAKING FOR THE COMPLETE PROJECT IF, HOWEVER ANOTHER ENGWEERWG AND/OR SURVEYING FIRM SHOULD
BE EMPLOYED TO USE THESE PUNS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GNEA'
THAT THE FIRM OF 4CREEKS, INC WILL NOTASSUME ANY RESPONSISILUYFOR ERRORS OR OMISSIONS, IFANY
WHICHMM.HTOCCURANO WHICH COULDHAVE BEENAVOIDED, CORRECTED ORMITIGATED IF4CREEKS HAD
PERFORMED THE STAKING WORK.
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PLOT DATE: Aug 19, 2016
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PLOT DATE: Aug 19, 2016
JOB NO.:
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FILENAME:
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SHEET NO.:
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INSTALL TYPE B CURB B GUTTER
PER CITY STANDARD S-1
ARES y
CU73:1 TO EXIS7.----.
INSTALL 5.5SW
0.FASPHALTCONCRETE SAWCUT
@S
0.9 CUS511 AB.
18• SUBGRADE @ 95%REL. COUP
SECTION A - LOOKING EAST
STA 9+99.00 - STA: 17+23.00
STA: 10+31.95, 48.00' LT
TC 354.86
FL 354.86
DUBDOWN
STA: 10+04.46, 4890' LT
CONSTRUCT CATCH SASI
PER CITY STD. DETAILS
D-14, D-168 SW -5
TC 355.32
FL 354.82
INV. 1SNE30.50
STA: 9+99.96, 48.00' LT
TC 355.33
FL 354.83
PROPERTY LINE
SECTION LINE -�
\ EASEMENT
FL 354.89 SAWCUT TOA NEAT CLEAN
MATCH EXIST. EDGE AT THE CROWN OF
STREET(TYR)
s ooh I
362
360
358
MATCH EXIST. TC 355.3< -
FL 354.89
356
354
352
350
348
STA: 10K4.46, 4890' Li
DI TC 355.31
NOR. FL 354.81
DEP. FL 354.65
STA: 9+99.98, 48.09' LT
TC 355.33
FL 354.83
1.48.97 LT
85
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IS
INSTALL 5.5 SW
318''-t95
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INSTALL TYPE B CURB B GUTTER
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ARES y
CU73:1 TO EXIS7.----.
INSTALL 5.5SW
0.FASPHALTCONCRETE SAWCUT
@S
0.9 CUS511 AB.
18• SUBGRADE @ 95%REL. COUP
SECTION A - LOOKING EAST
STA 9+99.00 - STA: 17+23.00
STA: 10+31.95, 48.00' LT
TC 354.86
FL 354.86
DUBDOWN
STA: 10+04.46, 4890' LT
CONSTRUCT CATCH SASI
PER CITY STD. DETAILS
D-14, D-168 SW -5
TC 355.32
FL 354.82
INV. 1SNE30.50
STA: 9+99.96, 48.00' LT
TC 355.33
FL 354.83
PROPERTY LINE
SECTION LINE -�
\ EASEMENT
FL 354.89 SAWCUT TOA NEAT CLEAN
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362
360
358
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FL 354.89
356
354
352
350
348
STA: 10K4.46, 4890' Li
DI TC 355.31
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DEP. FL 354.65
STA: 9+99.98, 48.09' LT
TC 355.33
FL 354.83
1.48.97 LT
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/ / \ STA: 10+30.28.6290' LT
/ PEDESTRIAN WALKWAY
EASEMENT DOC. # 216074353
STA 10+59.60, 62.00' LT
7 BSW355.50 FLOWAGE III DRAINAGE EASEMENT TO CITY
STA 10+69.14 70.D0' LT OF BAKERSFIELD PER DOC. 00216074479 STA 13+21.61, 70.OG
SW 354.00 SW 354.72
INV 18'NW 399.61 INV. 18'E8W350.21
INV. 18' E 398.71 INSTALL 253 LF OF 18" 0 SO g 8 .0020
Ir SD 1VSD 18"ED 18"SDS
STA 10+68.11, 53.50 LT EXISTING PP. TO BE
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RIGHT OF WAYDEDICATED
PER DOC. 440118074351
STA 13+98.73,48 W LT
GB\\
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FL 355.59
2'
0'
VERTICAL SCALE
PER CITY STD. DETAILS
D44, D-168 SW -5
TC 355.74
FL 35514
INV. 1S' N 35681
U -LSD -18- 253 LF OF 18'0 SO@SM
INSTALL ST -1
STANDARD CURB
SC
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ORIGINAL GROUND
INSTALL TYPE B CURB 8 GUTTER
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PER CITY STANDARD S
@M SL
6'ASPHALTGONCRETE
PAVEMENT
0.9CLASS O AB.
GAS LINE
1.6 SUBGRADE O es% REL COMP.
SECTION B -LOOKING EAST
PCC
STA 17+93.19 - STA' 20+89.30
/ / \ STA: 10+30.28.6290' LT
/ PEDESTRIAN WALKWAY
EASEMENT DOC. # 216074353
STA 10+59.60, 62.00' LT
7 BSW355.50 FLOWAGE III DRAINAGE EASEMENT TO CITY
STA 10+69.14 70.D0' LT OF BAKERSFIELD PER DOC. 00216074479 STA 13+21.61, 70.OG
SW 354.00 SW 354.72
INV 18'NW 399.61 INV. 18'E8W350.21
INV. 18' E 398.71 INSTALL 253 LF OF 18" 0 SO g 8 .0020
Ir SD 1VSD 18"ED 18"SDS
STA 10+68.11, 53.50 LT EXISTING PP. TO BE
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RIGHT OF WAYDEDICATED
PER DOC. 440118074351
STA 13+98.73,48 W LT
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VERTICAL SCALE
PER CITY STD. DETAILS
D44, D-168 SW -5
TC 355.74
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U -LSD -18- 253 LF OF 18'0 SO@SM
INSTALL ST -1
STANDARD CURB
SC
BEGINNING OF GARB
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GG
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_ _ _ _ _
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DI
DRAINAGE INLET
PT
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EC
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TC
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O
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EP
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SANITARY SEWER
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GB, ECR
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. i
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PP
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INSTALL 25 LF OF
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GB, BCR �,"` • • .,
TC 356.48
FL 355.98
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-
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DUBDOWN (x'80) 57A: 77+23.43, 53.50' LT
BEE SEPARATE TRACT 7240 SAWCUT TOA NEATCLEAN MATCH EXIST. &SW 35612
INSTALL ST4 COMMERCIAL EXISTING PP. TO BE
FOR MEDIAN DESIGN EDGEAT THE CROWN OF
DRIVE APPROACH TYPE T' STREET(TYP.) RELOCATED BY DEVELOPER BCR STA: 17+23.17,48.00'LT
EYJS7ING PP. TO BE TC 356.04
RELOCATED BY DEVELOPER R 355.54 STA 17+21.19, 0.00'T/
EP (357.09)
INSTALL 20' RADIUS CALTRANS MATCH EXIST.
CURB RETURN, CASE G.
FL 354.87
DUB DOWN
FL 354,91
DUBDOWN
- EXIST. GROUND @CL� -
EXIST.
NOSED FL @ NORTH
OFSTREET
ST 0 CKDALE HI GHWA Y
SEE SHEET 4 FOR STREET STRIPING & SIGNAGE
GS, STA: 13+98.73, 48.00'LT NOR. FL 355.24
TC 358.09 DEP FL 355.07
-FL 355.59- - _ _ - - _ _ -
S --Q.0020
FL35E70
- - J--- - - - - - -I-
/
CITY STANDARD RAMP
12041
CHAIN LINK FENCE
SSW356.57
BLOCK WALL
Z
MAJOR DRAINAGE INLET
®
SURVEY MONUMENT
FL 355.91
WATER METER
/
STA 17+78.69, 81.18 LT I
12041
FILE NAME:
SSW356.57
SCALE:
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STA 17+73.19, 58.00' LT GB
2 of5
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FL 355.91
o
PLANS SET
INSTALL 20'RADIUS CALTRANS
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m
CURB RETURN, CASE A
O,
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SSW
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CROSS GUTTER 8
CONCRETE CROSS DRAIN
I
GB, BCR STA: 17+73.19, 75 00' LT
TC 35855
FL 358.05
362
360
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TC 356.30
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=0.55%- - S--B.DD2D 356
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PLOT DATE: Sep 28, 2018
JOB NO.:
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PLOT DATE: Sep 28, 2018
JOB NO.:
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FILE NAME:
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SHEET NO.:
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FILE NAME
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BEGINNING OF CURB
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®
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BCR
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SS
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G
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PROPOSED PAVEMENT
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FL
FLOWLINE
INSTALL 5.5SW
STATION
O
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FTG
TOP OF FOOTING ELEVATION
SO
SAWCUi
INSTALL TYPE B CURB 8 GUTTER
SAWCU7
0.5 ASPHALT CONCRETE
GRADE BREAK
®SL
PER CITY STANDARD Si
4D 5<
09'CLASSIIAS.
GV
GATE VALVE
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STREETUGHT(ARTERIAL)
1.6'SUBGRADE M 95%REL COMP
0.9'CLABS II AB.
HINGE POINT
N
STREET LIGHT(LOCAL)
15 SUBGRADE ® 95% REL. COMP,
SECTION B - LOOKING EAST
POWER POLE
SECTION A -LOOKING EAST
STA, 20+89.30
F -
STA: 9+99.00 -STA 17+23.00
0.6AC10.9'CIASS It AS f.0' R=35. TF -8.5
U
358
DVAC/0.5
CLASS 11 AS 11.0'SUBGRADE R-35, Tk9.5
IX157. GROUND CL
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STA: 20+89.25, 58.00' LT
GB
F
STA 21+79.30, 53.50' L7
356 8,
SSW 357.12
STA 23+15.05, 78.05' LT
-
.-
FL 356.37 - _ _
'
- _
STA: 21+79.30,4800'LT
LIP/E.P. 356.29
TC 351.05
STA: 23+13.05, 78.05 LT
FL 356.55
ECR TC 356.62
3"'
FL
FL 356.12
STA 21+36.23, 58.28' LT
END C8G
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STA 20+89.16, 83.50' L7
BSW 357.04
(�
BSW356.95
PRC, STA: 21+34.98, 52.97 LT
BSW356.69
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TC 356.96
INSTALL ABSA RAMP AND
f
TC 356.87
FL 356.46
CITY SM. ST -7 SIDEWALK
w
FL 356.37
ST -1
W
STANDDARDARD CURB
STA: 22+83.31, 53.50' L7
=
RIGHT OF WAY DEDICATED
SSW 357'32
PER DOC. NO 210074354
STA 22+8.3.05, 48AW L7
BCR
RIGHT OF WAY
TC 357.25
'-'--
FL 35675
W9=
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- S=O 0020
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30.00'
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2
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22+00
SEXIS,NGPP.TOSE
A
SAWCUT TO A NEAT CLEAN EDGE AT
THE CROWN OF STREET (TYP.)
SEE SEPARATE TRACT 7240
FOR MEDIAN DESIGN
I
RELOCATED BY DEVELOPER
EXIST MEDIAN CURB TO BE REMOVED EXISTING PP. & GUY WIRE TO BE
RELOCATED BY DEVELOPER
I
STA: 23+35.05, 78.08' L7
EP(356.61) I14514L TWv:*15 PVLL 6eXES *j NW CVRB 07VIU4
MATCH EXIST. AND feVR 3 ZNCd CoNDUMS TbT4F LIMITS of THE
NEW PAVEMENT FAKCITY STD. T-13.
RIGHT OF WAY DEDICATED
PER DOC. NO 216074354
\ EXIST. RAV
�) PROTECT EXIST. CL MONUMENT IN WELL
KIST. TOP OF BRASS DISK ELEV: 356.58
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24+00 25+00 26-
i I
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�_�
PROTECT EXIST. CL MONUMENT IN WELL,
TOP OF BRASS DISK ELEV' 356.84
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REMOVE EXIST. OBJECT
MARKERS (TYP. OF 3)
STOCKDALE HI GHWA Y
SEE SHEET 4 FOR STREET STRIPING & SIGNAGE
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VERTICAL SCALE
JOB NO.:
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FILE NAME
12041 -03 -PP
SCALE:
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BEGINNING OF CURB
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NEW PAVEMENT FAKCITY STD. T-13.
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PER DOC. NO 216074354
\ EXIST. RAV
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KIST. TOP OF BRASS DISK ELEV: 356.58
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24+00 25+00 26-
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PROTECT EXIST. CL MONUMENT IN WELL,
TOP OF BRASS DISK ELEV' 356.84
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END C&G 354
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PLOT DATE: Aug 19, 2016
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PLOT DATE: Aug 19, 2016
JOB NO.:
12041
FILE NAME
12041 -03 -PP
SCALE:
1'=40'
SHEET NO.:
3 Of5
GENERAL NOTES
1. ALL WORK SHALL CONFORM TO THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS AND STANDARD PLANS FOR CONSTRUCTION OF LOCAL STREETS AND ROADS, 2010 EDITION,
AND THE SPECIAL PROVISIONS, CONTRACTOR SHALL VERIFY THE INFORMATION SHOWN ON THIS PLAN WITH
THE ABOVE AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES 48 HOURS PRIOR TO COMMENCING WORK.
2. EXISTING FACILITIES ARE SHOWN BY REFERENCE TO RECORD DATA. THE ENGINEER ASSUMES NO LIABILITY
FOR THE ACCURACY OR COMPLETENESS OF THE DATA. THE CONTRACTOR SHALL CONTACT USA TO DETERMINE
EXACT LOCATION OF ALL UNDERGROUND FACILITIES AND SHALL PROVIDE PROTECTION PRIOR TO AND DURING
ALL SIGN INSTALLATIONS.
3. FACILITIES DRAWN IN GRAY (LIGHT BACKGROUND LINES REPRESENT EXISTING SIGNING, STRIPING & PAVEMENT
MARKINGS TO REMAIN IN PLACE AND UNMODIFIE UNLESS NOTED OTHERWISE.
4. THIS PLAN IS ACCURATE FOR SIGNING, STRIPING & PAVEMENT MARKING WORK ONLY.
5. THE LIMITS OF WORK ARE ENCOMPASSED BY THE RIGHT OF WAY AND SHALL INCLUDE ONLY SUCH WORK AS
IS SHOWN ON THIS PLAN.
6. SIGN LOCATIONS SHOWN ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER.
REMOVE DETAIL -�
BY LIGHTLY GRINDING
09 -- -- — — 9+00 — 10
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7240 FOR MEDIAN DESIGN
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INSTALL R75 SIGN
CONFORM TO EXIST, INSTALL 723 LF DETAIL 39 u
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CONFORM TO EXIST_ _ _ _ _ —
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CR CROWN OF ROAD PCC POINT OF COMPOUND CURVE ® 'R'VALUE
CAG CURBS GUTTER PRC POINTOFREVERSECURVE - - - - BARRICADE,&1
DI DRAINAGE INLET PT PONT OF TANGENT STREETSIGN
EC END OF CURVE TC TOP OF CURB D 2- GRAVEL JOUST BINDER)
EP EDGE OF PAVEMENT 000.(10 PROPOSED ELEVATION D 4'CONCRETE DRIVE AISLE
Q ECR END CURB RETURN SB SANITARY SEWER D 5'CONCRETE DRIVE AISLE
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FM FIRE HYDRANT ASSEMBLY SIlI0000 SLOPE, IN FOOT PER FOOT EXISTING ASPHALT PAVEMENT
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SEE SEPARATE TRACT
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— _ _ _ _ _ _ _ _ _ 77 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
12+00 tT 15+00
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INSTALL R81A(CAUR81(CA)R26A(CA) SIGN
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EXIST. DETAIL 222 TO
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EXIST. DETAIL 222 TO
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EXIST. DETAIL 222 TO
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JOB NO.:
12041
FILE NAME:
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4.of 5
GENERAL NOTES
1. ALL WORK SHALL CONFORM TO THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS AND STANDARD PLANS FOR CONSTRUCTION OF LOCAL STREETS AND ROADS, 2010 EDITION,
AND THE SPECIAL PROVISIONS. CONTRACTOR SHALL VERIFY THE INFORMATION SHOWN ON THIS PLAN WITH
THE ABOVE AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES 48 HOURS PRIOR TO COMMENCING WORK.
2. EXISTING FACILITIES ARE SHOWN BY REFERENCE TO RECORD DATA. THE ENGINEER ASSUMES NO LIABILITY
FOR THE ACCURACY OR COMPLETENESS OF THE DATA. THE CONTRACTOR SHALL CONTACT USA TO DETERMINE
EXACT LOCATION OF ALL UNDERGROUND FACILITIES AND SHALL PROVIDE PROTECTION PRIOR TO AND DURING
ALL SIGN INSTALLATIONS.
3. FACILITIES DRAWN IN GRAY (LIGHT BACKGROUND LINES REPRESENT EXISTING SIGNING, STRIPING & PAVEMENT
MARKINGS TO REMAIN IN PLACE AND UNMODIFIED UNLESS NOTED OTHERWISE.
4. THIS PLAN IS ACCURATE FOR SIGNING, STRIPING & PAVEMENT MARKING WORK ONLY.
5. THE LIMITS OF WORK ARE ENCOMPASSED BY THE RIGHT OF WAY AND SHALL INCLUDE ONLY SUCH WORK AS
IS SHOWN ON THIS PLAN.
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POINT OF REVERSE CURVE
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BARRICADE, B-1
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MST. DETAIL 39 NOT TO SCALE
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28+00 29,08 3041WO R28A(CA)(L) R28A(CA)(13) R28A(CA)(R)
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REMOVE 220 LF OF DETAIL MUST
37 BY LIGHTLY GRINDING TURN RIGHT
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INSTALL 296 LF DETAIL 39— — — _ — — — — — — — — —
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REVISION APPROVED BY: TEr \__- I
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REVISION APPROVED BY:
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\`- INSTALL 296 LF DETAIL M INSTALL 100 LF OF DETAIL 39
INSTALL 296 LF DETAIL 39— — — _ — — — — — — — — —
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INSTALL 216 LF OF DETAIL 38A
s- - - - - - -
REVISION APPROVED BY: TEr \__- I
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REVISION APPROVED BY:
RYAN J. STARSUCK R.C.E#57651 DATE
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JOB NO.:
12041
FILE NAME:
12041 -04 -STRIPE
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