HomeMy WebLinkAbout6.1-1774 Record Drawing11
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A I B I G I D I E IF IG IH I I IJ IK L IM IN I O 1 P
2644 MOUNT VEO-,RNON AVENUE
GRADING GENERAL NOTES
MAP
GRADING SHAL_ CONFORM WITH APPENDIX J OF THE 2013 CALIFORNIA BUILDING CODE AND
APWA
STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS REPORT BY SALEM ENGINEERING
31, THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING HIGH WIND DUST CONTROL
GROUP, INC. DATED MARCH 24, 2016.
MEASURE WHEN INSTANTANEOUS WIND SPEEDS EXCEED 25 MILES PER HOUR:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING AND DISPOSAL OF THE
31.1. TERMINATION / MODIFICATION OF SCRAPERS, GRADERS OR DOZERS ON UNPAVED
PROPOSED WORK AREA. THE CONTRACTOR SHALL DISPOSE OF ALL MATERIAL LEGALLY AND
SURFACES UNTIL WINDS SUBSIDE.
31.2. APPLICATION OF WATER AS NEEDED TO ANY UNPAVED SURFACE WITH VEHICLE OR
IS RESPONSIBLE FOR COMPLYING WITH LOCAL RECYCLING ORDINANCES.
EQUIPMENT OPERATIONS.
LIGHT POLE / LOW POINT
31.3. APPLICATION OF WATER OR OTHER DUST CONTROL MATERIAL TO ANY PREVIOUSLY
2, NO FILL SHALL BE PLACED ON THE EXISTING GROUND SURFACE UNTIL THE GROUND HAS
GRADED SURFACE IF DUST EMANATION IS VISIBLE FROM SUCH A SURFACE.
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, DELETERIOUS MATERIAL AND SCARIFIED AND
AV
COMPACTED PER THE GEOTECHNICAL RECOMMENDATIONS.
32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EQUIPMENT TO PREVENT
MECHANICALJOINT
VISIBLE SOOT FROM REDUCING LIGHT TRANSMISSION THROUGH THE EXHAUST STACK BY
3. ALL CUT AND/OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE (1)
MORE THAN 20 PERCENT FOR MORE THAN THREE MINUTES PER HOUR AND USE LOW
VERTICAL.
SULFUR FUEL AS REQUIRED BY THE APPROPRIATE AGENCY.
4. FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY PERCENT (90%) OF MAXIMUM DRY
33. TRUCKS USED IN HAULING DIRT TO OR FROM THE SITE ON PUBLIC ROADS WILL BE COVERED
DENSITY AS SPECIFIED IN THE PROJECT SOILS REPORT AND CERTIFIED BY THE GEOTECHNICAL
OR WILL MAINTAIN A SIX INCH DIFFERENTIAL BETWEEN THE MAXIMUM HEIGHT OF ANY
ENGINEER.
MATERIAL HAULED AND THE TOP OF THE TRAILER. HAUL TRUCK DRIVERS WILL LOAD PRIOR
NATURAL GRADE
TO LEAVING THE SITE TO PREVENT SOIL LOSS DURING TRANSPORTATION.
5. ALL EXISTING FILLS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE ANY
NAP
ADDITIONAL FILLS ARE ADDED.
34, PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE, EXISTING SURVEY
BACK OF SIDEWALK
MONUMENTS SHALL BE NOTED AND DOCUMENTED BEFORE CONSTRUCTION. IF ANY
6, ALL EXPOSED SLOPES SHALL BE PLANTED OR HYDROSEEDED PER THE PROJECT LANDSCAPE
MONUMENTS ARE DISTURBED DURING CONSTRUCTION THE CONTRACTOR SHALL PAY A
OR EROSION CONTROL PLANS AND IRRIGATED UNTIL GROUND COVER IS ESTABLISHED.
LICENSED LAND SURVEYOR OR REGISTERED ENGINEER TO RESET SUCH MONUMENTS.
T THE STOCKPILING OF EXCESS MATERIAL IS SUBJECTTO THE APPROVAL OF THE AGENCY.
35. CIVIL ENGINEER, GEOTECHNICAL ENGINEER, AND BUILDING OFFICIAL WILL BE NOTIFIED
BOTTOM OF WALL
FORTY EIGHT (48) HOURS PRIOR TO THE PLACING OF ANY FILL MATERIAL.
8. ALL TRENCH BACKFILLS SHALL BE TESTED AND APPROVED BY THE GEOTECHNICAL ENGINEER.
BO
BLOW OFF
36. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED
9. ALL CUT SLOPES SHALL BE INVESTIGATED BY THE GEOTECHNICAL ENGINEER DURING
THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED
GRADING TO DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST, SHOULD EXCAVATION
METHOD.
EXPOSE ANY GEOTECHNICAL HAZARDS OR POTENTIAL GEOTECHNICAL HAZARDS THE
CB
GEOTECHNICAL ENGINEER SHALL RECOMMEND NECESSARY TREATMENT TO THE PROJECT
37. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND BENCHED TO
OWNER.
SUPPORT FILL.
10. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE GEOTECHNICAL ENGINEER
38. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM
SHALL CONTAIN DETAILS REGARDING THE TYPE OF FIELD TESTING PERFORMED INCLUDING
CO
THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE, NUCLEAR
DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD
GUAGE, OR DRIVE RING SHALL BE NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY
TOP OF CUT.
DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM
39. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL
DENSITY CURVES USED BY THE FIELD TECHNICIAN.
BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL
IJ.. SANITARY FACILITIES SHALL BE MAINTAINED ON SITE THROUGHOUT THE DURATION OF
BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK
CONSTRUCTION.
OR OTHER METHOD TO PREVENT EROSION ON TO THE SIDEWALK.
12, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF AND
40. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
PROTECT ALL EXISTING UTILITIES AND TO ENSURE THAT SERVICE IS NOT DISRUPTED TO
WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET
EXISTING FACILITIES.
RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN
PARKING STRIPE
APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY
13. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION,
AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
ESPECIALLY DURING STORM CONDITIONS AND APPROVED PROTECTIVE MEASURES AND
ECR
TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT EXISTING STRUCTURES
41. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE
"NOTICE
AND ADJACENT PROPERTIES DURING THE CONSTRUCTION PROJECT. IN ALL CASES, THE
ELIMINATION SYSTEM (NPDES), A OF INTENT" (NOI) TO COMPLY WITH THE TERMS
CONTRACTOR AND/OR PROJECT OWNER SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO
OF THE GENERAL PERMIT TO DISCHARGE STORMWATER ASSOCIATED WITH THE
OBSTRUCTING EXISTING DRAINAGE PATTERNS.
CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER
ELEVATION
2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER
1-"-. ALL PLANTERS ADJACENT TO THE FOUNDATIONS SHALL BE SEALED ALONG THE SIDE OF THE
RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY
FOUNDATION FOOTING.
CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A
REDUCED PRESSURE BACKFLOW
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY
15EXPORTED MATERIAL SHALL BE TAKEN TO A LEGAL DUMP SITE OR PERMITTED RECEIVING
CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL.
SITE APPROVED BY THE LOCAL AGENCY HAVING JURISDICTION.
CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5FISC377710
EASEMENT
HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT.
16. PERMISSION IS REQUIRED FROM THE ADJACENT PROPERTY OWNER WHENEVER WORK IS
EVC
PROPOSED OR NECESSARY ACROSS THE PROJECT'S PROPERTY LINES.
42. ANY ITEMS IN THE PUBLIC RIGHT OF WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT
SUB -GRADE ELEVATION
STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER
-7. ANY DIRT, ROCK, DEBRIS OR CONSTRUCTION MATERIAL THAT IS TRACKED OR DROPPED
CITY ENGINEER.
WITHIN THE PUBLIC RIGHT OF WAY DURING THE TRANSPORTATION OF THAT MATERIAL OR
FF
EQUIPMENT ASSOCIATED WITH THE PROJECT SHALL BE CLEANED OR REMOVED DAILY.
43. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO
STATION
CONSTRUCTION. 1-800-642-2444
18. DIRT ACCESS RAMP OVER CURBS AND GUTTERS TO THE CONSTRUCTION SITE ARE
STRT
PROHIBITED. WHEN NECESSARY FOR ENTRANCE TO SUCH CONSTRUCTION SITES,
PROFESSIONAL ENGINEERS NOTICE TO CONTRACTOR
TEMPORARY ASPHALT RAMPS WITH A MINIMUM OF A 3" DIAMETER PIPE WILL
TB
CONSTRUCTED TO CONVEY GUTTER DRAINAGE,
1. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED
FLOW LINE
TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE
19. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND OBTAINING REQUIRED PERMITS
PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS
FROM THE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (OSHA).
AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH
TELEPHONE
REGULATIONS" OF THE U.S. DEPARTMENT N OF LABOR AND THE STATE OF CALIFORNIA
21 PROPOSED REVISIONS TO THE GRADING PLAN SHALL BE DRAWN IN RED PENCIL ON BOND
DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." THE CIVIL
COPIES OF THE APPROVED PLANS. THESE COPIES SHALL BE SUBMITTED TO THE PROJECT
ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND
OWNER AND ENGINEER FOR APPROVAL. AFTER APPROVAL IS GIVEN, THE PROJECT OWNER
SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS.
MAY REQUIRE AS BUILT THE PLANS.
GM
GAS METER
2. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
21. RULE 403. AIR QUALITY CONTROL MUST BE IMPLEMENTED DURING CONSTRUCTION:
RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF
21.1. A PERSON SHALL NOT CAUSE OR ALLOW THE EMISSIONS OF FUGITIVE DUST FROM ANY
THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS
TRANSPORT, HANDLING, CONSTRUCTION OR STORAGE ACTIVITY SO THAT THE
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
PRESENCE OF SUCH DUST REMAINS VISIBLE IN THE ATMOSPHERE BEYOND THE
HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER
PROPERTY LINE OF THE EMISSION SOURCE. (DOES NOT APPLY TO EMISSION
AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
EMANATING FROM UNPAVED ROADWAYS OPEN TO PUBLIC TRAVEL OR FARM ROADS.
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
THIS EXCLUSION SHALL NOT APPLY TO INDUSTRIAL OR COMMERCIAL FACILITIES).
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
21.2. A PERSON SHALL TAKE EVERY RESPONSIBLE PRECAUTION TO MINIMIZE FUGITIVE DUST
WDID
EMISSIONS FROM WRECKING, EXCAVATION, GRADING, CLEARING OF LAND AND SOLID
3. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
WASTE DISPOSAL OPERATIONS.
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
21.3. A PERSON SHALL NOT CAUSE OR ALLOW PARTICULATE MATTER TO EXCEED 100
RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID
MICROGRAMS PER CUBIC METER WHEN DETERMINED AS THE DIFFERENCE BETWEEN
LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE
UPWIND AND DOWNWIND SAMPLES COLLECTED ON HIGH VOLUME SAMPLERS AT THE
CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION
PROPERTY LINE FOR A MINIMUM OF FIVE HOURS,
COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF
21.4. A PERSON SHALL TAKE EVERY REASONABLE PRECAUTION TO PREVENT VISIBLE
ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY
PARTICULATE MATTER FROM BEING DEPOSITED UPON PUBLIC ROADWAYS.
DAMAGE TO OR PROTECTION OF THESE LINES.
PRECAUTIONS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE REMOVAL OF
IRR
PARTICULATE MATTER FROM EQUIPMENT PRIOR TO THE MOVEMENT ON PAVED
STREETS ONTO WHICH SUCH MATERIAL HAS BEEN DEPOSITED.
DEMOLITION GENERAL NOTES
21.5. SUBSECTIONS (22.1) AND (22.2) SHALL NOT BE APPLICABLE WHEN THE WIND SPEED
INSTANTANEOUSLY EXCEEDS 40 KILOMETERS (25 MILES) PER HOUR, OR WHEN THE
1. UTILITIES: THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES
AVERAGE WIND SPEED IS GREATER THAN 25 KILOMETERS (15 MILES) PER HOUR. THE
OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
AVERAGE WIND SPEED DETERMINATIONS SHALL BE ON A 15 MINUTE AVERAGE AT THE
RECORDS AND BEST RECOLLECTION OF FACILITY STAFF, THE CIVIL ENGINEER ASSUMES NO
NEAREST OFFICIAL AIR -MONITORING STATION OR BY A WIND INSTRUMENT LOCATED
LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES
AND MONITORED ON SITE.
WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR POT HOLE TO
22. CONSTRUCTION ACTIVITIES SHALL OCCUR ONLY BETWEEN THE HOURS OF 7:00 AM AND 7:00
DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT
PM, MONDAY THROUGH FRIDAY AND BETWEEN THE HOURS OF 9:00 AM AND 6:00 PM
SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO OR
SATURDAYS, UNLESS OTHERWISE AUTHORIZED BY THE PROJECT OWNER AND AGENCY,
PROTECTION OF ALL EXISTING UTILITY LINES.
23. CONTRACTOR SHALL USE LOW EMISSION MOBILE CONSTRUCTION EQUIPMENT DURING ALL
2. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF THE SITE AND SHALL REMOVE
SITE PREPARATION, GRADING AND CONSTRUCTION ACTIVITIES, WHERE FEASIBLE.
AND DISPOSE OF ALL STRUCTURES ABOVE AND OR BELOW GROUND UNLESS OTHERWISE
NOTED. ANY HAZARDOUS MATERIALS ENCOUNTERED SHALL BE HANDLED AND REMOVED AS
21. CONTRACTOR SHALL MAINTAIN ALL CONSTRUCTION ENGINES TUNED CONSISTENT WITH
REQUIRED BY LOCAL AND/OR STATE LAWS AT NO COSTTO THE OWNER.
MANUFACTURER'S SPECIFICATIONS DURING ALL SITE PREPARATION, GRADING AND
CONSTRUCTION ACTIVITIES.
3. THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DAMAGE TO EXISTING HARDSCAPE
IMPROVEMENTS , UTILITY FACILITIES, AND LANDSCAPING FEATURES THAT ARE NOT
2:=. CONTRACTOR SHALL USE LOW SULFUR FUEL FOR STATIONARY CONSTRUCTION EQUIPMENT
AFFECTED BY THESE PLANS.
AS REQUIRED BY AQMD RULE 431.1 AND 431.2 AND SHALL USE EXISTING POWER SOURCES
AND CLEAN FUEL GENERATORS WHEN POSSIBLE AS FEASIBLE DURING ALL SITE
4. ALL JOIN LINES SHALL BE SAW CUT ON A NEAT, STRAIGHT LINE PARALLEL WITH THE JOIN.
DREPARATION, GRADING AND CONSTRUCTION ACTIVITIES.
THE CUT EDGE SHALL BE PROTECTED FROM CRUSHING, AND ALL BROKEN EDGES SHALL BE
RECUT PRIOR TO JOINING.
2E. CONSTRUCTION PARKING SHALL BE ONSITF. TRAFFIC CONTROL AND ACCESS SHALL BE IN
ACCORDANCE WITH THE AGENCY HAVING JURISDICTION OVER THE PROJECT.
5. ALL EXISTING OBJECTIONABLE MATERIALS THAT CONFLICT WITH PROPOSED
IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, BUILDING FOUNDATIONS, UTILITIES
2'
,. THE SPEED OF CONSTRUCTION VEHICLES ON-SITE SHALL BE LIMITED TO 15 MILES PER HOUR.
AND APPURTENANCES, TREES, SIGNS, AND STRUCTURES, ETC. SHALL BE REMOVED AND
DISPOSED BY THE CONTRACTOR AT NO COST TO THE OWNER, UNLESS OTHERWISE
28. TRUCKS AND LARGE CONSTRUCTION VEHICLES SHALL OBTAIN APPROVED ROUTES FROM
INDICATED HEREIN, OR AS DIRECTED BY THE CONSTRUCTION MANAGER.
THE AGENCY'S PUBLIC WORKS/ENGINEERING DEPARTMENT.
6. THE CONTRACTOR SHALL PROTECT ALL EXISTING STREETS FROM DAMAGES CAUSED BY HIS
29. THE CONTRACTOR SHALL CONTROL DUST IN AREAS USED FOR OFF -PAVEMENT PARKING,
OPERATIONS. ANY CURBS DAMAGED DURING HIS OPERATIONS SHALL BE SAWCUT AND
MATERIAL LAYDOWN AREAS OR THOSE AREAS AWAITING FUTURE CONSTRUCTION.
REPLACED AT NO COST TO THE OWNER. ANY EXISTING PAVING IDENTIFIED AS POTENTIALLY
FREQUENTLY ACCESSED AREAS SHALL BE PAVED OR BASED AS EARLY AS POSSIBLE TO
NEEDING TO BE REPLACED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS
MINIMIZE DIRT TRACKOUT THE PUBLIC RIGHT OF WAY.
REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF WORK.
30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING MEASURE:
7 THE CONTRACTOR SHALL PERFORM AND BE RESPONSIBLE FOR ALL CLEARING AND
30.1, CESSATION OF ACTIVITIES DURING A STAGE -2 SMOG EPISODE. CALL 800-242-4022 FOR
GRUBBING OPERATIONS AS NECESSARY TO COMPLETE THE WORK, INCLUDING
THE DAILY SMOG FORECAST.
TRANSPORTATION AND DISPOSAL OF ALL REMOVED MATERIALS, AND ALL ASSOCIATED
30.2. TRUCK ROUTES AND SCHEDULES FOR THE RECEIPT OF MATERIALS SHALL BE
COSTS.
COORDINATED WITH THE APPROPRIATE AGENCIES.
30.3. WHERE FEASIBLE, ON -ROAD AND OFF-ROAD VEHICLES AND EQUIPMENT SHALL BE
TURNED OFF AND SUBSEQUENTLY RESTARTED IF THE ANTICIPATED DURATION OF
IDLING IS EXPECTED TO EXCEED FIVE MINUTES.
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STREET IMPP,OVI�MEINTS
ASPHALT CONCRETE PAVING NOTES
1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' (MODIFIED) FOR
LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASFHALT CONCRETE", OF THE STANDARD
SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE CCMBINED MINERAL AGGREGAT_ FOR TYPE W (MODIFIED) OR TYPE 'B'
(MODIFIED) ASPHALT CONCRETE SHALL CONFORM TC THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE
STANDARD SPECIFICATIONS FOR 3/4 INCH MAXIMUM, N EDIUM GRADING.
3. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPFALT, UNLESS
OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE 'B' (MODI;IED) ASPHALT CONCRETE SHALL BE PG
64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY-NGINEER. THE ASPHALT B NDER SHALL
CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS", IN SECTION 92-1.02, "31RADES", OF
THE STANDARD SPECIFICATIONS.
4. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGR_GATE SHALL BE DETERMINED BY THE
CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSEC 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 CITY ENGINEER'S
REVIEW AND APPROVAL:
A. A LIST OF AGGREGATE AND ASPHALT SOURCES.
B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE
REQUIREMENTS SO SECTION 39-2.02, "AGGF EGATE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
PROVISIONS. MATERIAL SIEVE ANALYSIS AND 'AND EQUIVALENT TEST RESU---TS 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 DETERMI'JED IN ACCORDANCE WITH 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 02041. THE ASPHALT CONCRETE
MIX SHALL MEET THE REQUIREMENTS OF SEC] ION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS AND
THESE SPECIAL PROVISIONS. IF THE DATA SUBM ITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY --HE SAME AS
WHEN THE DESIGN WAS PREPARED, THE DESIC N 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 COP FORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO
BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALL _L OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A
MINIMUM DISTANCE OF ONE FOOT FROM THE EXISTING EDGE OF PAVEMENT.
7. A PRIME COAT WILL NOT BE REQUIRED ON NON-PAV :D AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT
CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39- 4.01, "SUBGRADE", OF THE STANDARD SPECIFICATIONS
SHALL BE MET.
8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED ',HALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID
TRACKING BINDER MATERIAL ONTO THE EXISTING PAVECIENT SURFACE BEYOND THE `JMITS OF CONSTRUCTION.
9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNEE) TRAFFIC LANE STRIPE LOCATI DNS 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 AM1D PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED BY
THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED
CONNECTIONS.
11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT DR LESS, PAVING OPERATIONS SHALL BE
CONDUCTED IN SUCH A MANNER THAT, AT THE ENI) OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE
LONGITUDINAL DROP-OFF BETWEEN ADJACENTAN N
L ES SNOT GREATER THAN THAT WHICH CA BE SURFACED CURING THE
FOLLOWING SHIFT OF NORMAL PAVING OPERATION'. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE
TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHAL_ 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 CONFOR v1S TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING
OPERATiON RESUME.
12. WHERE COMPACTED THICKNESS OF A LAYER OF ASPHAL- CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHAL_ 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 'UBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE
BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCFETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET.
ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-CFFS ON EACH LANE. SUCH ADDITIONAL
ASPHALT CONCRETE SHALL BE HAND RAKED AND CON'PACTED TO FORM TEMPORARY CONFORMS BEFORE THE: LANES ARE
OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER A'PROVED BOND BREAKER, MA" BE PLACED UNDER THE CONFORMS TO
FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATION RESUME.
13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MIN MUM OF 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS
DETERMINED BY ATSM 0-2041. IN-PLACE DENSITY SHALL 3E 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 PROCEDJRES, 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 IS
GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND
REPLACED WITH MATERIAL THAT MEETTHE IN-PLACE DENSITY REQUIREMENTS.
15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRE: E INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90
PERCENT OR MORE THAN 96 PERCENT THE ASPHALT CONCRETE REPRESENTED BY THAT _OT SHALL BE REMOVED AND REPLACED
WITH MATERIAL THAT DOES MEET THE IN-PLACE D_NSITY 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 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.
17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE
BROUGHT WITHIN TOLERANCE BY ONE OF THE FOLLOWING METHODS. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER.
THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR" EXPENSE:
A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZII` G DIAMOND BLADES,
B. REMOVAL AND REPLACEMENT, OR
C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY.
18. IF ABRASIVE GRINDING IS USED TO BRING 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 PikRALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE AND THE
TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE 3AVEMENT CENTERLINE. ALL G30UND AREAS SHALL CONFORM TO THE
REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAS FOUR PARAGRAPHS OF SECT ON 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 REJUI ENATING AGENT OR ASPHALT EMULSION AS DIRECTED 3Y THE CITY
ENGINEER.
19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHi,LL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION
200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED
MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK' ........... WHICH ALLOWS UP TO 50% OF
THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PO tTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENTTREATED
BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL OT BE ALLOWED. AGGREGATE BASE SHALL BE
COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY.
20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION
SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMPIEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS 01= MATERIAL
THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING:
A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE OV THE GRADING PLANE, THE GRADING
PLANE AT ANY POINT SHALL NOT VARY MORE -HAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE
ENGINEER.
B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE 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.
ACCESSIBILITY NOTICE TO CONTRACTOR
1. ALL SLOPES IN DIRECTION OF TRAVEL SHOWN ON THIS PLAN WERE DESIGNED AT OR BELOW MAXIMUM
ALLOWED GRADES BY THE AMERICANS WITH DISABILITIES ACT ACCESS GUIDE (ADAAG), AND THE CALIFORNIA
BUILDING CODE (CBC) IT IS THE RESPONSIBILITY 0- THE CONTRACTORS TO FAMILIARIZE THEMSELVES WITH THE
ADAAG AND CBC AND IN THE EVENT THAT A DESIGN QUESTION SHOULD ARISE, OR A FIELD CONDITION
PRESENT ITSELF THAT IS DIFFERENT THAN SHOW N ON THESE PLANS, WORK SHOULD CEASE AND THE DESIGN
ENGINEER SHALL BE NOTIFIED SO THAT AN ACCEP"-ABLE SOLUTION CAN BE DETERMINED.
2. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WOFK RELATING TO ADAAC AND CBC
ACCESS FOR THIS PROJECT. SINCE THE CODE DOES NOT ALLOW FOR A CONSTRUCTION TOLERANCE, ANY
CONSTRUCTION THAT EXCEEDS MAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS CALLED OUT BY ADAAG
AND CBC ARE SUBJECT TO REJECTION BY THE NSPECTOR AND MAY BE REQUIRED TO BE REMOVED AND
REPLACED.
3. SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL THE EXACT METHODS OR MEANS USED BY THE
GENERAL CONTRACTOR OR THEIR SUB -CONTRACTORS DURING THE GRAD NG AND CONSTRUCTICN OF THE
PROJECT, THE CIVIL ENGINEER OR SURVEYOR ASiUMES NO RESPONSIBILIT" FOR THE FINAL ACCEFTANCE OF
ADAAG AND CBC RELATED ITEMS OF THIS PRO ECT BY THE INSPECTING AUTHORITY OR OTHER AFFECTED
PARTIES.
4. COMPLIANCE WITH THE ADAAG AND CBC CONSTRUCTION REQUIREMENTS AND CALIFORNIA TITLE 24 WILL BF
THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND HIS SUB-CON--RACTORS.
MATERIAL LIST
460 LF SAWCUTTING 2400 SF SIDEWA LK 114 TONS AC PAVING
35 CY AC PAVEMENT DEMO 170 LF STRIPING 160 CY CLASS 2 BASE
2 CURB RAMPS 1 TRAFFIC MARK ING 320 CY SUBGRADE PREPARATION
390 LF 6" CURB AND GUTTER 1205 SF CROSS (UTTER
G
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ABBREVIATIONS
MAP
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APWA
AMERICAN PUBLIC WORKS
JP
JOINT POLE
126-100-25-00-9
ASSOCIATION
L/A
LANDSCAPE AREA
AC
ASPHALTIC CONCRETE
LP
LIGHT POLE / LOW POINT
ARCH
ARCHITECT
MH
MANHOLE
AV
AIR VAC RELEASE
MJ
MECHANICALJOINT
BLDG
BUILDING
MON
MONUMENT
BCR
BEGIN CURB RETURN
(N)
NEW
BEG
BEGINNING
NG
NATURAL GRADE
BE
BLIND FLANGE
NAP
NOTA PART
BSW
BACK OF SIDEWALK
OH / OHD
OVERHEAD UTILITY
BVC
BEGIN VERTICAL CURVE
P/A
PLANTER AREA
BW
BOTTOM OF WALL
P/L
PROPERTY LINE
BO
BLOW OFF
PC
POINT OF CURVATURE
C/L
CENTERLINE
PCCR
POINT OF COMPOUND CURVE
CB
CATCH BASIN
PCC
PORTLAND CEMENT CONCRETE
CMU
CONCRETE MASONRY UNIT
PE
PAD ELEVATION
CO
CLEANOUT
PI
POINT OF INFLECTION
COB
CITY OF BAKERSFIELD
POC
POINT OF CONNECTION (UTILITY)
CONC
CONCRETE
PP
POWER POLE
DDC
DOUBLE DETECTOR CHECK
PRCR
POINT OF REVERSE CURVE
D/W
DRIVEWAY
PS
PARKING STRIPE
(E)
EXISTING
PT
POINT OF TANGENCY
ECR
END CURB RETURN
PUE
PUBLIC UTILITY EASEMENT
EG
EXISTING GRADE
PVI
POINT OF VERTICAL INFLECTION
EL.
ELEVATION
R/W, ROW
RIGHT OF WAY
ENG
ENGINEER
RP
REDUCED PRESSURE BACKFLOW
EP
EDGE OF PAVEMENT
DEVICE
ESMT
EASEMENT
SD
STORM DRAIN
EVC
END VERTICAL CURVE
SG
SUB -GRADE ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
SS
SANITARY SEWER
FF
FINISHED FLOOR ELEVATION
STA
STATION
FG
FINISHED GROUND ELEVATION
STRT
STRAIGHT
FH
FIRE HYDRANT
TB
THRUST BLOCK
FL
FLOW LINE
TC
TOP OF CURB
FLG
FLANGED
TEL
TELEPHONE
FS
FINISHED SURFACE ELEVATION
TF
TOP OF FOOTING
GB
GRADE BREAK
TI
TRAFFIC INDEX
GM
GAS METER
TG
TOP OF GRATE
GV
GAS VALVE
TW
TOP OF WALL
GTD
GRADE TO DRAIN
VC
VERTICAL CURVE
GUY
GUY WIRE ANCHOR
VLT
VAULT
HB
HOSE BIB
WDID
WASTE DISCHARGE
HP
HIGH POINT
IDENTIFICATION NUMBER
IE
SEWER INVERT ELEVATION
WL
WATERLINE
ICV
IRRIGATION CONTROL VALVE
WIM
WATER METER
INV
STORM DRAIN INVERT ELEVATION
WV
WATER VALVE
IRR
IRRIGATION
ENGINEER'S
STATEMENT
1. THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND, TO THE BEST Of= MY
KNOWLEDGE AND BELIEF, COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN
CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER
REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DE GN
CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLEC'_ED
ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
2. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER / SUBDIVIDER / CONTRACTOR. --HE
NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
3. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS
4. NOTE TO STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL
5. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OR AN
EQUIVALENT AS APPROVED BY THE CITY ENGINEER.
E. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY
PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER.
�
.
8/28/2017
4 PPROVED BY: ROBERT WINSLOW DATE
R.C.E. # 7082 I
� - �`tL-r
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
R.C.E. # 61069
_,___3_c_ _)::�_ C-11 . - 8 Z Z5 ,__y,%s
REVIEWED BY: ASST. PUBLIC WOR DIRECTOR DATE
REVIEWED BY: TRAFFIC ENGINEER FATE
CITY OF BAKERSFIELD NOTES
1 AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTIV ENT
FOR ANY WORK PERFORMED WITHIN EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BN' 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 ISSUANC= OF
THE PERMIT.
2 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUC-"ION
INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY NE NOTIFIED AT:
661-326-3049
3 COMPACTION I ESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE
NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
4 STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OE; AN
EQUIVALENT AS APPROVED BY CITY ENGINEER.
5 LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS
THE SIDEWALK FOR THOSE AREAS OVER 2%.
6 PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN 1 HE
SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING F LAN
SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING.
7 NO PUBLIC WORKS INSPECTION WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN 1HE
PROPERTY UNTIL A SUBDIVISION HAS BEEN OBTAINED.
8 ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AND
ENGINEERS ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY
DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR
PUBLIC TRACTS WITHOUT RECORDED MAPS)
9 NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 FT UNDER AND EACH SIDE OF CFOSS
GUTTERS AND COMMERCIAL DRIVEWAY APPROACHES.
LEGEND
^° °°_ SD STORM DRAIN LINE /!.rilC�``
'•: (SID,
`'• (E) STORM DRAIN MANHt)-E
SS SANITARY SEWER LINE t'";I
,,., ,.,/
-°-••• WL WATER LINE -
G GAS LINE ;� STORM DRAIN MANHOLE
\`, .'/
�_-:I
.,- t: (E) ELECTRIC LINE
,; r4�.
> --> FLOWLINE -- °? (E) SANITARY SEWER MANHOLE
i1,;r
•,.,,..•.,-..-I.-..•>,....<>..o....N.,-",.,,---,.o•.,w..•,,.W,.W,.., (E) MAJOR CONTOUR
-.
_ ..._..... ... ..I . (E) MINOR CONTOUR /r' SS
!) - 'I SANITARY SEWER MAN HO_E
= = = ` = i m RETAINING WALL \�` »'
- PROPERTY LINE (W - I (E) STORM DRAIN CATCH EASIN
STREET CENTERLINE
.11
STORM DRAIN CATCH BA N
j:,� `. (E) BUILDING
STORM DRAIN/SEWER CLE4NOUT
J I K I L I M
flees it ert 04fie*oFCoioplct;�n (No
Nor the. Fli^wf f uddi'al f ospaction st,49 b*
Coolpl eted vml 411 )Iff►lic4l a EQwrem*A+5
411J 5treaf iV\01 needs qM rttOn f'td.
-PROJECT SITE
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II I
BERNARD ST
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MAP
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.VICINITY
NOT TO SCALE
z
PROPERTY OWNER:
O
126-100-25-00-9
1. z
.1,
REDWOOD CITY, CA 94065
AGENCY:
CITY OF BAKERSFIELD
661.837.7200
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I
BAKERSFIELD, CA 93301
CIVIL ENGINEER:
� 2,
.11
PROJECT INFORMATION
ZONING:
MAP
A.PN:
.VICINITY
NOT TO SCALE
PROJECT PARTICIPANTS
PROPERTY OWNER:
DOLLINGER PROPERTIES
126-100-25-00-9
555 TWIN DOLPHIN DRIVE, SUITE 6CC
0.20 AC
REDWOOD CITY, CA 94065
AGENCY:
CITY OF BAKERSFIELD
661.837.7200
1600 TRUXTON AVENUE
KERN SANITATION AUTHORITY
BAKERSFIELD, CA 93301
CIVIL ENGINEER:
CIVIL DESIGN STUDIO, INC.
BAKERSFIELD, CA 93301
ROBERT WINSLOW, P.E., QSD
661.862.8911
P.O. BOX 199
AT&T
CAMBRIA CA 93428
4540 CALIFORNIA AVENUE, SUITE 400
805.706.0401
GEOTECHNICAL ENGINEER:
SALEM ENGINEERING GROUP, INC.
661.631.6473
2809 UNICORN ROAD, SUITE 103
CITY OF BAKERSFIELD
BAKERSFIELD, CA 93308
PROJECT INFORMATION
ZONING:
WM-GC (GENERAL COMMERCIAL ZONE C-2)
A.PN:
126-100-18-00-9
l
126-100-24-00-6
WATER:
126-100-25-00-9
AREA DISTURBED
0.20 AC
WDID NUMBER:
5F15C377710
DEDICATION/EASEMENT DOCUMENTS: _ _
UTILITY INFORMATION
ELECTRICITY AND GAS:
PACIFIC GAS AND ELECTRIC
IV
WWW.PGE.COM
l
661.398.5960
WATER:
CAL WATER
/`_'-
. N
3725 SOUTH "H" STREET
\_f415"5;
.1
BAKERSFIELD, CA 93304
436._5_5
661.837.7200
SEWER:
KERN SANITATION AUTHORITY
1.0%
2700 "M" STREET, SUITE 500
(,ot:3
BAKERSFIELD, CA 93301
I
661.862.8911
TELEPHONE/CABLE TV:
AT&T
�
O
4540 CALIFORNIA AVENUE, SUITE 400
cu
BAKERSFIELD, CA 93309
--
661.631.6473
TRASH SERVICE:
CITY OF BAKERSFIELD
U
SOLID WASTE DIVISION
4101 TRUXTON AVENUE
�,
BAKERSFIELD, CA 93309
661.326.3114
SURVEY NOTES
BENCHMARK:
THE BENCHMARK FOR THIS PROJECT IS A CITY OF BAKERSFIELD DATUM BENCHMARK OF A FOUND
MONUMENT AT THE INTERSECTION OF MOUNT VERNON AVENUE AND COLUMBUS STREET.
NORTHING = 2332395.0324
EASTING = 6273310.0145
ELEVATION = 632.7981
BASIS OF BEARING:
THE BASIS OF BEARING FOP THIS PROJECT IS THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 21,
T.29 S., R. 28E., M.D.B. & M., WAS TAKEN TO BE NORTH 00'00'51" WEST AS SHOWN ON TRACT NO. 1629,
ACCORDING TO THE MAP THEREOF RECORDED IN BOOK 8 OF MAPS AT PAGE 23, KERN COUNTY RECORDS.
ORIGIN OF SURVEY INFORMATION:
THE TOPOGRAPHIC INFORMATION SHOWN IN THESE DRAW'NGS AND USED TO DESI3N THE INFORMATION
SHOWN ON THESE DRAWINGS WAS PERFORMED AND PREPARED BY DIXON AND ASSOCIATES, INC LAND
SURVEYING ON OCTOBER 26TH, 2015. IF DISCREPANCIES ARE ENCOUNTERED DURING CONSTRUCTION THE
SURVEYOR AND CONTRACTOR WILL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY AND PRIOR TO
CONTINUING CONSTRUCTION.
(E) CLEANOUT
__`I` DIAL TOLL FREE
811 OR
%
4I� 1-800-227-2600
�; ( )
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BEFORE YOU DIG
UNDERGROUND SERVICE ,ALERT OF CALIFORNIA
0 COQ RECORDS No.
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IV
FIRE HYDRANT
l
WATER METER
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DOUBLE DETECTOR CHECK
/`_'-
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EXISTING WATER VALVE
\_f415"5;
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436._5_5
_
DETAIL SHEET
FS
PROPOSED ELEVATION
1.0%
FINISH SURFACE GRADE
(,ot:3
(E) SURFACE GRADE
I
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811 OR
%
4I� 1-800-227-2600
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UNDERGROUND SERVICE ,ALERT OF CALIFORNIA
0 COQ RECORDS No.
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SHEET #
SHEET TITLE
1
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3
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4
CROSS SECTIONS
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4I� 1-800-227-2600
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UNDERGROUND SERVICE ,ALERT OF CALIFORNIA
0 COQ RECORDS No.
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5 VER TICAL
N I 0 P
62o CONSTRUCTION NOTES
DJUSTED
1
EXISTING CURB, GUTTER, AND SIDEWAI k - PROTECT IN PLACE
2
EXISTING MEDIAN CURB - PROTECT IN '.ACE
3O
EXISTING BUILDING - PROTECT IN PLACE
0
EXISTING FENCE - PROTECT IN PLACE
610 O
EXISTING STRIPING -PROTECT IN PLACE
6
O
EXISTING UTILITY FEATURE - PROTECT IN PLACE
7
O
EXISTING UTILITY FEATURE ADJUST TO GRADE OR REMOVE AND
C3
RELOCATE PER UTILITY PROVIDER AND AGENCY DIRECTION
@
EXISTING STREET LIGHT/TRAFFIC SIGNAL - REMOVE AND RELOCATE PER
3.84'
SEPARATE PLANS TITLED "TRAFFIC SIGNAL MODIFICATION PLANS MOUNT
7.53
VERNON AVENUE & MALL VIEW ROAD' PREPARED BY RHUETTGERS AND
008° 37'50"
SCHULER CIVIL ENGINEERS
600/610
,
.
NOTES 9 TO 10 NOT USED
11
O
CONSTRUCT 0.46' OF TYPE "3" A.C. PAVING OVER 0.54' OF CLASS 2 BASE
PER CITY OF BAKERSFIELD STANDARD ST -13 AND THE PROJECTS SOILS
v)
L,
REPORT. NATIVE SUBGRA DE SHALL BE SCARIFIED TO A MINIMUM OF
4-
COMPACTED TO 95% RE�1T IVE COMPACTION PER SOILS
1.65' AND COMPA
f c
f_,
SL.
i.
REPORT. HOT MIX ASPHALT SHALL CONE ORM TO SECTION 39 OF THE
STATE SPECIFICATIONS WITH 3/4" MAXIMUM AGGREGATE. ASPHALT
f
BINDER SHALL CONFORM TO PG 64-10 AS SPECIFIED IN SECTION 92 OF
600/610
THE STATE STANDARD SPECIFICATIONS. FINAL STRUCTURAL SECTION
. �
.--.---ks
is
(R -VALUE = 55 T.I. =
SHALL BE SUBJECT TO PUBLIC WORKS INSPECTOR ( ,
9.0)
12
CONSTRUCT CONCRETE SIDEWALK PER CITY OF BAKERSFIELD STANDARD
p
S-3. THE MINIMUM STRUCTURAL SECTIONS SHALL BE 0.33' P.C.C.
a ;:,
- S I THICKENED EDGE AT
- OVER 0.5' CLASS 2 BASE WITH (
520 C 2500 O
W
W
W
PERIMETER PER SOILS REPORT. REBAR REINFORCEMENT SHALL BE #3 @
Li
Q
18 O.C. NATIVE SUBGRADE SHALL BE SCARIFIED TO A MINIMUM OF 1.0
590/600
AND COMPACTED TO 95% RELATIVE COMPACTION PER SOILS REPORT.
"B",
�1
SEE DETAIL SHEET 5 FOR THICKENED EDGE DETAIL AND TYPICAL
v7
CROSS SECTION
13
CONSTRUCT CROSS GUTTER PER CITY OF BAKERSFIELD STANDARD ST -3.
�
CONTRACTOR SHALL MODIFY GUTTER PAN SLOPE TO BE 1.80%
Zi
CI
MAXIMUM. CONTRACTOR SHALL EXTEND GUTTER PAN ON WEST SIDE AS
�I
��.
SHOWN
14
CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF BAKERSFIELD
z
STANDARD ST -1. WHERE CURB AND GUTTER EXISTS IN ACCESSIBLE PATH
590
TOA MAXIMUM
OF TRAVEL, GUTTER PAN SLOPE SHALL BE A
8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SLOPE OF 1.5%. CONTRACTOR SHALL ADJUST GUTTER LIP, NOT THE
FLOWLINE ELEVATIONS
15 FURNISH AND INSTALL DETECTABLE WARNING SURFACE (TRUNCATED
___ DOMES) PER DETAIL "A", SHEET 5
i d� I i4 \ }
Ii 1.' / / 3 !:I I (N) TRAFFIC SIGNAL \.\ I I ) ) BAKERSFIELD STANDARDS
NE SYMBOL PER CAMUTCD AND CITY OF
16PAINT RIGHT TURN
APPROVED BUILDING / �� 98 �� EQUIPMENTEASEMENT
596.60 FF i/ I, /� � 't3� \' ) 17 SAWCUT LINE. MATCH EXISTING IMPROVEMENTS
APN II ,::'T- ! 1)` I \ \ APN PROPERTY APN - : CONSTRUCT CASE "C" CURB RAMP PER CALTRANS STANDARD PLAN A88A
%-
' EA11w�f1N i 99 ( \ \ 99 LINE I
/� 18
120-100-17 II I � .= / /` � .% 602.95 TC I I \ 125-100-25 12�-1U0-�J1
3 i I 11 I 19 CONSTRUCT MODIFIED CASE C CURB 2AMP PER CALTRANS STANDARD
f
r 602:45 FS �
II 11 6 - PLAN A88A. REPLACE ONE WING OF THE RAMP WITH A CURB FOR ONE
(5'�gi1)Ct�� `�'� (E) PROPERTY -;� \ 100 60' I {:.
�_�/Z�
% i` II LINE - - - - - - - - - - - TAPER i DIRECTIONAL TRAVEL
j
f :% - I I, : ` PROPERTY APN / iI I J 1 ! 12 \ / / RN SNE G- -- I 1
I
� � `` / _L �/ f : 1pII I .: n \ - / - �11__ TU- :- _T_ - �_ -( - - T - < - NOTES 20 TO 96 NOT USED
V�Jii I_ Il:: LINE 126-100-18 `� e k +N ` �( !
J /iI it 17 19 19 :'1 II I I o 18 18 18 /18 16 I' 117 4 97 CONSTRUCT RETAINING WALL PER STRUCTURAL PLANS AND WALL
98 r, J I ^ J to J p J rill , o J N J � J m J n J 07 J In J 00 J 1y J 17n J I. r+7 J N J "
/ v oo aol �c i N i / rn a n „7 �o ri n r PROFILES/DETAILS, SHEETS 2 AND 3. PROVIDE 3/4 WEEP HOLES AT 4' ON
'^ N 11 98 Ii 17^ `-° m I° 00 f7 / v `T -I m `r° ono m o -1 o o r" II r rn CENTER. SEPARATE PERMIT REQUIRED
W 07 n n N 07: n M Ol 00 3 O a - -
_-- : + ui € + ui m o ri ri - y + vi' + ry 00 ui O1 cri c m 0+ vi � 99 °+° m 0i N + v � v I
aB i / v of �o
i co c ' rn . o a o a o - o - 6021`/5 TC \ o �+o w o � o � r-1 In r -I a 97 .-I 17n ,-I 17n N N a
� `-1 r" `-, n I , . 60 # - \`i ` 1 .�' 'i r-1 '" -4 L - I '-I ri wI 97 6 r r, �` s 98 ONSITE IMPROVEMENTS PER SEPARATE APPROVED PLANS TITLED
(I ;mss 11 /. 11 / ( FL (N) RIGHT 604.33 C = _ - -_--(N) RIGHT_ - - - - - - - - ! "MOUNT VERNON MARKET" PREPARED BY CIVIL DESIGN STUDIO, INC.
J yx •,/ m ./ 602.93 i1C5 OF WAY 603.83 =S s 15 - = _� '. - - 4 97 .: ••.-• CITY OF BAKERSFIELD SPR # 15 526
113: r „ U- / / 60 87 --- f WAY z -- �° ;
"_� € / / f . �. 12 12 N RIGHT "
' h - - \'fig � : / / ,. 6 (E) RIGHT i. r O� o 11 �_ _ - - { ) �..:............n �- '" . �....... L_� ..... 99 ONSITE IMPROVEMENTS PER SEPARATE PLANS TITLED MOUNT VERNON
�-. _ �._. �2/ �� 602 43 F:.S
- - - - - 7 0 TCJ =5
I \ \� I 3 OF WAY 3 12 7 602.82 TC ti ,5 __ - F7
... ED BY CIV L DESIGN STUDIO, INC. CITY OF
WAY =-^
w: '� - :.__ 12 .. 6 EPA
_ __ BAKERSFIELD SPR # 16-0396
- - _ .........-. a i 602.32 F o 603.76 �� - - o � - -- - -
�E , - - - _
_ sem„ - -
15 5% o _ FL"--
- - - - - - -- i 2 - 503.99 ......... w v .. - .- r -r
MARKET PHASE 2" PREPARED O I
- _i _ ._... .IL/I - - _In - ---- _ . .-.... a - __
ti 7 a. LLJ
n MATCH o 602 08 13 - 604.87 TC { a7 = 14 607.00 TC _ --" MATCH -(E) RIGHT - ! W
W ui EXIST 604.1.0 ' 37 FL 607A20..TC - EXIST OF WAY
:- ...� _ _ - - m l7 606.50 FL - IY
- ---- __ - ._ _- .......... 1.. - = - - - - - - - _ = = - - - TC FL - 75 T n -
- _....._ .._........ .. / ,_�- 8 604 Q . _. .....
L1J-......... FS . ri ti 6Ei6:70 F# - _ _ _
<(71. 14
-. _ r, _ g 604 25 FL 7 4 _. i -
>f. �.�I. rc. __ -- �..... -- -...- - . . - - - LEGEND
98 S9 5.05 TC i l(gfsi 597.07 TC i�\j6-08,69 T
�-/ . 11, 71 .---Q 602.46 TC 7 602.18 } I t/ )
f- (594-55 FLS' i 7 ?5.58 F) ' 11 608.41 TC __ � 1
601.96 FL FS 17 11 EXISTING BUS STOP - REMOVE AND ^ I F 17 11 t -0 5 COLUMBUS
607.91 FL 17 508.1; FL) �� I I 1 11 AC PAVING
100, - Ln BERNARD : RELOCATE PER AGENCY DIRECTION. C-4 �- / STREET 4l®I'
STREET �
Q CENTERLINE / V I 5 WITH B CENTERLINE
CONTRACTOR SHALL COORDINATE _ � "7 6
" 1 1 US SCHEDULE FOR RELOCATION .. ....-- - _- co
,"'n Mt � ti ; "> I AND TEMPORARY BUS STOP. L ��� �i { f C CON RETE IN PEDESTRIAN AREAS
QI I `--i i� G
Z M 0 U N T V E R N 0 N AVENUE ' I �, - t ....... ... - ..... ........ .. -...- I � �� CONCRETE IF DRIVE AREAS
6 CC `\ I 2 . LL j
WLu
.-.-. .. ... ..... .-_ ..... ..:.. ...... ...... _.... ,_-.. ...... ...... ._.• ...... ...-.. ...... - = = ..... .,_ _.._-........_ .._ - - ,.:_ ..- ._ .. _ ....... ---...-- ..-:. ... .: .... ........ ...... ....--.--..... ...... - - pip°p°t-
5Q -: - - _. _ - -.-_ -MOUNT VERNON U 0 15 DETECTABLE: WARNING SURFACE
5 .. .
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AVENUE CENTERLINE 100°
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- _ _ T INFO
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I i STATION = 10+46.61 l\-(`^•'�}
I I 6 2 0 ��2 NEW (N) RIGHT OF WAY AND TRAFFIC SIGNAL EQUIPMENT
i I z EASEMENTS SHOWN HEREON ARE P!=R DOCUMENT #'S:
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CURVE TAB _E
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19.94'
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62.10
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39.28'
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3.84'
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RIGHT OF WAY RETAWALLING �
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3
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I
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ROAD SECTION: FLORAL DRIVE
01+00.00 TO 01+61.10 & 02+08.01 TO 02+48.00
SCALE: 1" = 10'
L M N
0 P
CONSTRUCTION NOTES
1
EXISTING CURB, GUTTER, AND SIDEWALK PROTECT IN PLACE
2
EXISTING MEDIAN CURB - PROTECT IN :1
3�
EXISTING BUILDING PROTECT IN PLACE
44
EXISTING FENCE - PROTECT IN PLACE
5tJ
EXISTING STRIPING PROTECT IN PLACE
6
EXISTING UTILITY FEATURE - PROTECT IN PLACE
7
EXISTING UTILITY FEATURE - ADJUS-- TO GRADE OR REMOVE AND
16.63'
RELOCATE PER UTILITY PROVIDER AND AGENCY DIRECTION
J
EXISTING STREET UGHT/TRAFFIC SIGNA_ REMOVE AND RELOCATE PER
)90'00'00"
I ATION PLANS MOUNT
SEPARATE PLANS TITLED "TRAFFIC SIGNE,L MODIF C
VERNON AVENUE & MALL VIEW ROAD' PREPARED BY RHUETTGERS AND
N
SCHULER CIVIL ENGINEERS
N
NOTES 9 TO 10 NOT USED
11
CONSTRUCT 0.46' OF TYPE "3" A.C. PAV NG OVER 0.54' OF CLASS 2 BASE
G
PER CITY OF BAKERSFIELD STANDARD ST -13 AND THE PROJECTS SOILS
REPORT. NATIVE SUBGRADE SHALL B= SCARIFIED TO A MINIMUM OF
1.65' AND COMPACTED TO 95% RE-ATIVE COMPACTION PER SOILS
REPORT. HOT MIX ASPHALT SHALL CONFORM TO SECTION 39 OF THE
STATE SPECIFICATIONS WITH 3/4" MAXIMUM AGGREGATE. ASPHALT
BINDER SHALL CONFORM TO PG 64-10 AS SPECIFIED IN SECTION 92 OF
THE STATE STANDARD SPECIFICATIONS. FINAL STRUCTURAL SECTION
E,
SHALL BE SUBJECT TO PUBLIC WORKS INSPECTOR (R -VALUE = 55, T.I. _
�
9.0)
12
CONSTRUCT CONCRETE SIDEWALK PER CITY OF BAKERSFIELD STANDARD
m
S-3. THE MINIMUM STRUCTURAL SECTIONS SHALL BE 0.33' P.C.C.
LL
(520-C-2500) OVER 0.5' CLASS 2 BASE WITH THICKENED EDGE AT
z�y
PERIMETER PER SOILS REPORT. REBAR REINFORCEMENT SHALL BE #3 9
18" O.C. NATIVE SUBGRADE SHALL BE SCARIFIED TO A MINIMUM OF 1.0'
i
AND COMPACTED TO 95% RELATIVE COMPACTION PER SOILS REPORT.
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SEE DETAIL "B", SHEET 5 FOR THICKENED EDGE DETAIL AND TYPICAL
V
CROSS SECTION
13
CONSTRUCT CROSS GUTTER PER CITY OF BAKERSFIELD STANDARD ST 3.
0
CONTRACTOR SHALL MODIFY GUTTER PAN SLOPE TO BE 1.80%
u
MAXIMUM. CONTRACTOR SHALL EXTEND GUTTER PAN ON WEST SIDE AS
I
SHOWN
14
CONSTRUCT CONCRETE CURB AND GJTTER PER CITY OF BAKERSFIELD
j�-......!
STANDARD ST -1. WHERE CURB AND GUTTER EXISTS IN ACCESSIBLE PATH
OF TRAVEL, GUTTER PAN SLOPE SHALL BE ADJUSTED TO A MAXIMUM
Ra
SLOPE OF 1.5%. CONTRACTOR SHALL ADJUST GUTTER LIP, NOT THE
FLOWLINE ELEVATIONS
15
FURNISH AND INSTALL DETECTABLE WARNING SURFACE (TRUNCATED
DOMES) PER DETAIL "A", SHEET 5
16
PAINT RIGHT TURN LANE SYMBOL LER CAMUTCD AND CITY OF
�
BAKERSFIELD STANDARDS
17
SAWCUT LINE. MATCH EXISTING IMPROVEMENTS
18
CONSTRUCT CASE "C" CURB RAMP PER CALTRAINS STANDARD PLAN A88A
19
CONSTRUCT MODIFIED CASE "C" CURB RAMP PER CALTRANS STANDARD
!
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DIRECTIONAL TRAVEL
L'.
NOTES 20 TO 96 NOT USED
97
CONSTRUCT RETAINING WALL PER STRUCTURAL PLANS AND WALL
!
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590
570
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RIGHT
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I
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COUNTY OF KERN
00 FLORAL DRIVE ,=a>.,., ., COB TRACT 1713
,-1 i.......v .. t.. MATCH �` 1�
6 17 s i5g1 11 PI. 2+,8.00 ta> I EXIST L M ITS
,M
_ J
i., d Fi
1+00 00 _ EG 2+� , 2+581001: - .... :.:,.......
- - - - -
{St%7,9 1D ' FLORAL DRIVE -1/N00° 00' 37'W 592.17 FL I 18.00 R" �r
EG CENTERLINE (59:3.4} � PRbPERTY-'
EG. 12 LINE
00 590.85 TC 14 / 1 CITY OF
�� E537.78TC`s ', - m �,
E� . 2-C; l o /-0/590.35 FLBAKERSFIELD
i E537.k: FL) O5.9 1TC ti \
%584.51 FLj - 0 591:25 TC N HP,
P i
....-
s _ _
MATCH u592 10 TC 14 `592,90 TC �J ' '`•, - o
EXIST E5915tl,FL 59 r' 99 it
97
I I
6 12 oil
RIGHT
OF WAY COB c ac 97
LIMITS! 1 97
APN
�-
<4 Q77126-144-01 -oo-
00 ° N_ - - _ - N
---- - - -
126-100-24-24g9 PROPERTY r APN
LINE
, I
ONSITE -
IMPROVEMENTS �.
" 99 �.
(E) CITY OF
BAKERSFIELD
RIGHT OF WAY RETAWALLING �
� I
3
10.00' 0.50' 2.00'
BENCH
6.00' 2.00'
S/W I BENCH FL
I
I
ROAD SECTION: FLORAL DRIVE
01+00.00 TO 01+61.10 & 02+08.01 TO 02+48.00
SCALE: 1" = 10'
L M N
0 P
CONSTRUCTION NOTES
1
EXISTING CURB, GUTTER, AND SIDEWALK PROTECT IN PLACE
2
EXISTING MEDIAN CURB - PROTECT IN :1
3�
EXISTING BUILDING PROTECT IN PLACE
44
EXISTING FENCE - PROTECT IN PLACE
5tJ
EXISTING STRIPING PROTECT IN PLACE
6
EXISTING UTILITY FEATURE - PROTECT IN PLACE
7
EXISTING UTILITY FEATURE - ADJUS-- TO GRADE OR REMOVE AND
16.63'
RELOCATE PER UTILITY PROVIDER AND AGENCY DIRECTION
J
EXISTING STREET UGHT/TRAFFIC SIGNA_ REMOVE AND RELOCATE PER
)90'00'00"
I ATION PLANS MOUNT
SEPARATE PLANS TITLED "TRAFFIC SIGNE,L MODIF C
VERNON AVENUE & MALL VIEW ROAD' PREPARED BY RHUETTGERS AND
N
SCHULER CIVIL ENGINEERS
N
NOTES 9 TO 10 NOT USED
11
CONSTRUCT 0.46' OF TYPE "3" A.C. PAV NG OVER 0.54' OF CLASS 2 BASE
G
PER CITY OF BAKERSFIELD STANDARD ST -13 AND THE PROJECTS SOILS
REPORT. NATIVE SUBGRADE SHALL B= SCARIFIED TO A MINIMUM OF
1.65' AND COMPACTED TO 95% RE-ATIVE COMPACTION PER SOILS
REPORT. HOT MIX ASPHALT SHALL CONFORM TO SECTION 39 OF THE
STATE SPECIFICATIONS WITH 3/4" MAXIMUM AGGREGATE. ASPHALT
BINDER SHALL CONFORM TO PG 64-10 AS SPECIFIED IN SECTION 92 OF
THE STATE STANDARD SPECIFICATIONS. FINAL STRUCTURAL SECTION
E,
SHALL BE SUBJECT TO PUBLIC WORKS INSPECTOR (R -VALUE = 55, T.I. _
�
9.0)
12
CONSTRUCT CONCRETE SIDEWALK PER CITY OF BAKERSFIELD STANDARD
m
S-3. THE MINIMUM STRUCTURAL SECTIONS SHALL BE 0.33' P.C.C.
LL
(520-C-2500) OVER 0.5' CLASS 2 BASE WITH THICKENED EDGE AT
z�y
PERIMETER PER SOILS REPORT. REBAR REINFORCEMENT SHALL BE #3 9
18" O.C. NATIVE SUBGRADE SHALL BE SCARIFIED TO A MINIMUM OF 1.0'
Q
AND COMPACTED TO 95% RELATIVE COMPACTION PER SOILS REPORT.
w
cr
as
cc Q
SEE DETAIL "B", SHEET 5 FOR THICKENED EDGE DETAIL AND TYPICAL
V
CROSS SECTION
13
CONSTRUCT CROSS GUTTER PER CITY OF BAKERSFIELD STANDARD ST 3.
0
CONTRACTOR SHALL MODIFY GUTTER PAN SLOPE TO BE 1.80%
u
MAXIMUM. CONTRACTOR SHALL EXTEND GUTTER PAN ON WEST SIDE AS
I
SHOWN
14
CONSTRUCT CONCRETE CURB AND GJTTER PER CITY OF BAKERSFIELD
j�-......!
STANDARD ST -1. WHERE CURB AND GUTTER EXISTS IN ACCESSIBLE PATH
OF TRAVEL, GUTTER PAN SLOPE SHALL BE ADJUSTED TO A MAXIMUM
Ra
SLOPE OF 1.5%. CONTRACTOR SHALL ADJUST GUTTER LIP, NOT THE
FLOWLINE ELEVATIONS
15
FURNISH AND INSTALL DETECTABLE WARNING SURFACE (TRUNCATED
DOMES) PER DETAIL "A", SHEET 5
16
PAINT RIGHT TURN LANE SYMBOL LER CAMUTCD AND CITY OF
�
BAKERSFIELD STANDARDS
17
SAWCUT LINE. MATCH EXISTING IMPROVEMENTS
18
CONSTRUCT CASE "C" CURB RAMP PER CALTRAINS STANDARD PLAN A88A
19
CONSTRUCT MODIFIED CASE "C" CURB RAMP PER CALTRANS STANDARD
PLAN A88A. REPLACE ONE WING OF T -E RAMP WITH A CURB FOR ONE
J
DIRECTIONAL TRAVEL
L'.
NOTES 20 TO 96 NOT USED
97
CONSTRUCT RETAINING WALL PER STRUCTURAL PLANS AND WALL
PROFILES/DETAILS, SHEETS 2 AND 3. PROVIDE 3/4" WEEP HOLES AT 4' ON
CENTER. SEPARATE PERMIT REQUIRED
98
ONSITE IMPROVEMENTS PER SEPARATE APPROVED PLANS TITLED
"MOUNT VERNON MARKET" PREPARED BY CIVIL DESIGN STUDIO, INC.
C;
CITY OF BAKERSFIELD SPR # 15-526
99
ONSITE IMPROVEMENTS PER SEPARATE PLANS TITLED "MOUNT VERNON
G.
MARKET - PHASE 2" PREPARED BY CIV L DESIGN STUDIO, INC. CITY OF
BAKERSFIELD SPR # 16-0396
LEGEND
c&vfl Dw►�►nwa
ROBERT WlW SLov✓ i PE 708Z9
A I B I C I D I E I F I G I H I I I J I K I L I M I M
SCALE: 1" = 20'
20 15 10 0 20 40
0 CC 13 RECORDS No.
11 .4C PAVING
12 CONCRETE IN PEDESTRIAN AREAS
LENGTH
13 14� CONCRETE IN DRIVE AREAS
00o0o
.00000
0000000
15 DETEC-ABL E WARNING SURFACE
0000000
15.54
SCALE: 1" = 20'
20 15 10 0 20 40
0 CC 13 RECORDS No.
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
C5
15.54
37.00
024°04'14"
7.89'
C6
32.77
1
78.00
324'04'14"
16.63'
C7
43.98
28.00
)90'00'00"
28.00'
SCALE: 1" = 20'
20 15 10 0 20 40
0 CC 13 RECORDS No.
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MT VERNON STA: 9+75 +VERNONSTA: 10+50
IV : :s
MT VERNON STA: 10 00 MT VERNON STA: 10+25 MT VERN .
SCALE: 1" = 20' HORIZONTAL, 1" = 10' VERTICAL SCALE: 1" = 20' HORIZONTAL, 1"= 10' VERTICAL SCAL=: 1" = 20' HORIZONTAL, 1" = 10' VERTICAL SCALE: 1" = 20' HORIZONTAL, 1' = 10' VERTICAL
610 610 610 610 610 _ _ 610 610 - 610 f
---- -- ------ -------------
--- ---------- -
_ ____
11 608 ---- -- ----- -- ------ — - - 608 608 - (E) CITY of -- - - -- --- --- - - 608 608 - - ------ --- --- ---- 608 608 - - ----(E) CITY OF _ -- - __-_ ----_ - --BAKERSFIELD--N(E) CITY OFA- 608 11.1
606 - -- E) CITY O ------ --- - E CITY OF --BAKERSFIELD - - -- --- - ---__ _ E CITY OF — -- ___ -- _ EXISTING (E) CITY OF=7:::i--- ---BAKERSFIELD ------- Y i.:. C ,
_ EXISTING
- 606 606 -- ---- T T __---- -GRADE- __RIGHT of WAY-=_ - 606 �.
---------BAKERSFIELD_ _ _ - MOU-N�VERNON O RIGHT_ O_F_ WAY _-_-- ` EXfSTI --- 606 606 -- - -FINISHED__ __ - ------ ----- BAKERSFIELD 606 606 -- -----RIGHT OF WAY - _ __.-_. - - f_ _
BAKERSFIELD-- -- --------- ---GRADE---------RIGHT --- --- - - ---- -- ------ --- ------ •- - --
604--------RIGHT OF WAY---- - -- - AVENUE CENTERLINE----- 604 604 GRADE RADE ----- �.- �"- 604 ,
----- - -- - ------------ RIGHT OF WAY—i - - I ----- -- - -- --RIGHT OF WAY--- -- -- 604 604 1 - - .. -------- ---- - 1 604 604 -- +I„---- .. .�-� rc T W
-- - - -- --------- - . . .
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602 — ---------- -- .�. �- --- - ----- --- --- -- ---------
602
- 602 60 2 — , ~- _ _ - - - --- --- ----- - - -- -
„� _ M. .e, a-�---- - ----------- - 602 602 - -- --- - - --OU ----- --- 602 602 — NISHE w TVERNO�V i
-� .. �-- - -- -- --- -- " "- - -M NT VERNON- - ---FI 0- --- - - - -- -- --MOU N - -- ---- - - -- -4 o, o
600 - ---- --- - ' ---- -- - --- -- MOUNT VERNON - --- --- - a -AVENUE CENTERLINE--- ----- --- 600 Gt rn
— - x�STING__" - _ 600 600 ---- I IN sHEo-- —�— --� - 600 600 E) CITY OF - — -
---AVENUE CE NTE R LI N E 600 600 -----------GRADE ------------- ---- - o
-- .-AVENUE CENTERLINE - - -- -- -------- - --- ----- ----- -- - - --- - ---- ------ -- - --- - -- -- ------ -- ---- - x
598 -- -- ----------GRADE - - - ---- --- _ - 5 98 5 98 -----GRADE - -- - AKERSFIELD -- - ------------- -- -- --- -- ------ - -- - — -- ---- ---- - 5 98
--- ----- --
--------- ---------------------------------
-- -- ----- --- 598 598 598 598
596
596 596 596 596 MIGHT of wAY- 596 596
596 ` �� �' � o
\I K) a 00
C
10
MT VERNON STA: 11+50
MT VERNON STA: 10+75 MT VERNON STA: 11+00 MT VERNON STA: 11+25 SCALE: 1"=20'HORIZONTAL, 1"=10'VERTICAL 00
r-4SCALE: 1" = 20' HORIZONTAL, 1" = 10' VERTICAL SCALE: 1" = 20' HORIZONTAL, 1" = 10' VERTICAL SCAL=: 1" = 20' HORIZONTAL, 1" = 10' VERTICAL ++ Uj O
614 614 `� �
9 -- -- --------------------- --: - --- - ---------------- - - ---
v
612 612 612 612 612 612 612 - - - -- - - -- -- - - -- --- ------------ - ----------- ------ 612
tw <'
_ � CITY OF -------------- - -(N) CITY OF ----------------------- -- -r------------------- ---------------- ---- --- Q
---- - ------ --------
610 -------- — - — - (E) CITY OF - -- - --- -- - - - - -- - - --------- ---- --_MIN
- -- -
610 610 -(E) CITY OF -_- ____- ___—_—_-----. (E) CITY OFA -_ .......... 610 610 ---- -- -.(N) CITY OF --_-_- __---. (E) CITY OF 610 610 -----r----BAKERSFIELD---------------------610
-- BAKERSFIELD ---- -- --------------------- BAKERSFIELD-- --- - --$AKERSFIELD - ---- BAKERSFIELD---%-- -- ---BAKERSFIELD --- XISTING _____ BAKERSFIELD-----t--t—R--------------------•------------------- EXIG________-__.-_____�_ m 'm
608 --- -RIGHT OF WAY----- -- —.---,/--EXISTING N� _ GRADE IGHT OF WAY __._____-- _(,RADE - -------------- 608
_ ----- -------_-RIGHT OF WAY- ---- 608 608 -RIGHT OF WAY-`---- -—"---`- --- RIGHT OF WAY-- -- 608 508 ----- -----RIGHT OF WAY-- - _ SIGHT OF WAY- 608 608 ---------------------------------�---- �-
-- - --------- --- ------ EXISTING--
- --- * -- --- --------- - -- -- - - - ------ - -GRADE -- --- - -- - - - -- - - - r - --- ----- -- -- — --- ---- ---- - - --- - -- - ----------- --- ---- -- ----- -�. - -- — �_ ---------- m
606 --- ------�,.. - -- _ " m" ------------ —
----------�RADE -- - 606 606 -- ------------- „�. -_:.==-- - � .� - -- ---- --- 606 X06 --- - - �.. --- - �---------`°".°.- --- - �,��---------------- -- - ----- -- ---a---n-- -m,.�-mow
„ -. _ -
..,,. . �... �.., ,...: ,.�, �-.. 606 606 „�. _...." � � Q w
606
----� �,,;.---------- --------- �„- <,....,,.,, „�.........�.. ....� ....m ...... �L.A ----"�-'°'a+�--+...- -- --^ .,,.. �-------- ---- --- ------....�--«»-'�,- � -- - 1--- � ------ ------ -�- - ---------------- ----- 1 - - -- --- - — ---- ------ ----------•�-- -----+ - ----- - --------- --- ------- ---- ---- ----- - ----- w a w w
604 - «- =� ---- - -- - - -- - - - - ----------= 604 604 - - - ----- -- - --- — -- -- --- - - -- 604 604 - - -- --- - - — 604 604 -- - - ---- -FINISHED.-- -- ------ -- -- -------------------- --------------- - - - w < N
I 1 I I FINISHED_- 1 604 >
602
FINISHED 602 602 INI MOUNT VERNON 602 602 GRADE r" --MOUNT VERNON -- 602 602 - -- 602
GRADE - 1 MOUNT VERNON - RADEVERNON � a o : ,`„ o
600 AVENUE CENTERLINE -- RADE I AVENUE CENTERLINE E) CITY LD.
600 600 - - - 600 600 i - 600 600 - _ - AVENUE CENTERLINE— IGHT OFFWA�
E) CITY OF AVENUE CENTERLINE f (E) CITY OF v 600 -�
598 - 598 598 - - - 598 598 - - N WALL PER - _ (N) UVALL PER __. _- - - 598
-BAKERSFIELD - - - BAKERSFIELD --
-RIGHT OF WAY 598 598 -RIGHT OF WAY _
---.- --SEPARATE PLANS - - SEPARATE PLANS
596 596 596 596 596 596 596 596
.
`'d z 0
MT VERNON STA: 12+50
M T VERNON STA: 12+25 SCALE: 1" = 20' HORIZONTAL, 1" = 10' VERTICAL
MT VERNON STA: 11+75 MT VERNON STA: 12+00 SCAL-:1"=20' HORIZONTAL, 1"=10'VERTICAL
616 - 616
SCALE: 1" = 20' HORIZONTAL, 1" = 10' VERTICAL SCALE: 1" = 20' HORIZONTAL, 1" = 101 VERTICAL _ _—_ — _ LL,
616 616 614 - - — - _ -- --- --- 614 Vi
614 -- - -_
N) CITY of 614 614 614 614 - - -- 614 612 -- - 612 a•
-- (N) CITY OF - --- -- ---- - XIS TINGN _
612 AKERSFIELD - - -- --- 612 612 AKERSFIELD------- --- - -- 612 612 612 610 - ---� GRADE - 610
M IGHT OF WAY----- - - - -. INI HFA ED _— XIST NG _ _ - - - - _-
610 XISTING _. - 610 610 IGHT OF WAY EXISTING 610 610 RADE RADE 610 608 - - --- - - 608
- --GRADE -_.---_----. FINISHED __- RADE -- _ ----- - --- INISHED _
608 I I RADE w 1608 608 RADE m „„ 608 608 (E) CITY OF 1 608 606 s" RADE (E) CITY OF �A 606 a-
." -- ®-. 1 4 1 I �� BAKERSFIELD I----s-T BAKERSFIELO-
606 �,.. i f , Ln I
-
(E) CITY OF _ __- OLIN VERN N 606 606 - (E) CITY OF 606 606 - --- _MOUNT VERNON SIGHT OF WAY 606 604 - -- MOUNT VERNON —RIGHT OF WAY-- 604
wl-(E) CITY OF _ MOUNT VERNON BAKERSFIELD - ---- AVENUE CENTERLINE _ (E) CITY OF _-_ —AVENUE CENTERLINE - LLJ
604 AKERSFIELD - I AVENUE CENTERLINE (E) CITY OF 604 604 - AKERSFIELD -- - I AVENUE CENTERLINE 604 604 -- --- - - - 604 602 - AKERSFIELD --- ----- 602 ,
IGHT OF WAY - - BAKERSFIELD _- __ .(E) CITY OF
602 IGHT OF WAY - RIGHT OF WAY - IGHT OF WAY
- - - -----RIGHT OF WAY 602 602 - ---- -- 602 602 BAKERSFIELD --- - 602 600 - ------ -- 600
600 600 600 RIGHT OF WAY --- - -- _ w a�
=(N) WALL PER 600 600 (N) WALL PER
SEPARATE PLANS SEPARATE PP ANS SEPARATE PLANS 600 598 SEPARATE PLANS 598 >
(N) WALL PER -J z
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FLORAL STA: 1+50 w C1
IZZJ-
FLORAL STA: 1+00 FLORAL STA: 1+25 SCAL-_:1"=20'HORIZONTAL, 1" = 10'VERTICAL FLORAL STA: 1+75 mow// 2, N
SCALE: 1" = 20' HORIZONTAL, 1" = 10' VERTICAL SCALE: 1" - 20' HORIZONTAL, 1" = 10' VERTICAL SCALE: 1" = 20' HORIZONTAL, 1" = 10' VERTICAL
604 604 �- LLj
600 600 602 60 602 -
FLORAL DRIVE -- 602 604 604
--_
ENTERLINE ---
598 598 600 - - - -- 600 600 (E) CITY OF -- _ 600 602 (E) CITY OF (E) CITY OF 602
596 (E) CITY OF LF ORAL DRIVE___ (E) CITY OF FLORAL DRIVE AKERSFIELD - (E) CITY of AKERSFIELD BAKERSFIELD
594 AKERSFIELD CENTERLINE 596 598 AKERSFIELD ENTEREINCETM OF
598) 598 IGHT OF WAY- BAKERSFIELD 598 600 IGHT OF WAY IGFIT OF WAY-fi - 600 �r
IGHT OF WAY - - - -RIGHT OF WAY - 2-
IGHT OF \AAY---- - - 594 596 O 596 596 �"' 596 598 FLORAL D Iv �» -� w. m 598 _
592 - 592 594 BAKERSFIELD--Z 01 594 594 - 594 596 CENTERLINE - ----- 596
IGHT OF WAY � __
590 EXISTING INISH -_ 590 592 -- _ - 592 592 — 592 594 --T--- -- --- 594 C�
- GRADE GRADE -- EXI IN - __ EXI TING - _
jNI WALL PER m Po C.
4 588 588 590 GRADE 590 590 -- 590 592 GRADE ----- 592 `0
586 586 588 -- --- N WALL PER 58c`
(E) CITY OF -_- I FINISHED- _EXISTING- I FINISHED ---FINISHED--/'
LANS
584 BAKERSFIELD -- 584 586 -- - ----�___
58Ei 586 SEPARATE PLANS - 586 588 590
GRADE SEPARATE PLANS GRADE-- - — GRADE __- GRADE 588
SEPARATEP
0 582 RIGHT of wav 582 584 -__._ __ _ __ -584 584 584 586 586
0
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3
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FLORAL STA: 2+00 FLORAL STA: 2+25 FLORAL STA: 2+50
SCALE: 1" = 20' HORIZONTAL, 1" = 10' VERTICAL KALE: 1" = 20' HORIZONTAL, 1" = 10' VERTICAL SCALE: 1" = 20' HORIZONTAL, 1" = 10' VERTICAL
z
o
604 604 606 606 606 606
Y 602 E) CITY OF _ (E) CITY OF -- -- - - FLORAL DRIVE - - ---- w
602 604 - 604 604 - - 604
2 (E CITY OF
600 AKERSFIELD MIGHT OF WAY--- 600 602 (E) CITY OF - E) CITY OF CENTERLINE - ��--• ��i _¢ -�
BAKERSFIELD
598 - FLORAL DRIVE .. 598 600 IGHT OFFWAY— 602 602 AKERSFIELD �_ - 602
E ARIGHT OF WAY --- AKERSFIELD (E) CITY OF �"'"
ENTERLINE _ IGHT OF IVAY 600 600 IGHT OF WAY BAKERSFIELD- - 600 �j�
IGHT OF WAY- - � � R091ERi- I�:�SZ� E701*, No.
596 ---� - 596 598 598 598 - - 598
594 - 594 596 FLORAL DRIVE I 3 --•�'�
592 --- - CENTERLINE- 596 596 FINISHED _ 596 SH E E1
a (N) WALL PER 592 594 FINISHE 594 594
- - RADE a,,,m RADE - 594
N 590 EXISTING FINISHED-/ SEPARATE PLANS 590 592 - M "" a., 592 592 - 592
--- �- (N) WALL PER_ (N) WALL PER_
0 588 GRADE I GRADE---- - - 588 590 '-EXISTING 1 SEPARATE PLANS- 590 590 EXISTING - _SEPARATE PLANS— 590
- - --- --- - ifs
586 - - - - 586 588 - 588 588 RA -- - - 588
584 584 586 586 586 586
o
Y I�o
A B C D E F G H I J K L M N 0 COB RECORDS No. C l: 5 �:HEETS
12
10
9
8
7
E
4
3
12
A B C D E F G H
-4
NOTES'
A. Ag rasp cwbm to the f 0K,!0bte sectom aI
the 'eta? vff 4-eLPk4C &vs, state o EaAf Omo qwwftwf
of Irm* lAm ,, WOW current edffbn, and the
kAowdrg graerm netts.
,7- sceir prepwofion for Twe A" $' arbd e+ urs
mrd gaff" " be consfixted free to grok msd sass
sesthrr r1y twrpoctia of to 0 dvfh of CO'
bLiow the A,*O z
.> Cmraete fur curb and guth r ssw4' be, am 3
wd slra4 trr rift 2.5+ hz 55' scamp.
f. rrlabAr forms arra& be so Roof an the on 00 vide p wfa
next to tree cm£arte one 04 not be :vss than t5'
wc* after being su*fsL t
5 lap m d fess mw be tmvOw vmoaA /ren grnrr c
fs d Arta ft$h MAO
6, N wet msfrl curb mid gvfta-s cad to Dr rvhced,, sew
Lt v&xfw " MOO deist ng cans{ vat fz id'> m oth 0,me
overfed by Uv a#y &Cantu
7 I rIwrte st cwfi* fur Ddffitrrns .M*5u aver COIR 04
is vbtaifezt 6cnr tle cur foyvtrsr.
3 Conaefe vw be avert with a wt„te ppaented atony
cwrpow4 cor#)# f to mctko W- 7.OW of the rice
Om-
a Ermiing md1bfts of avb and gutter short be sowwvt of
rf e tarejd of ilea urea to be wmsf,(
�r
I..... _1v1_4_.
% A, r45.
1 t��
%titer «gy a40wwd R�goprowe ay City €na+v+eer.
V 34LO*W p1Rte joarts a iatd.kM& tk- 0o0$tMTW
0 15' tBnx4 f rr pet18 OW be 0 torop.
a tet $Mxlj;m and of ends at ad fe{rwn
i
,% 7 CtL$ std mw,lF f sot { fru
ar±
strut; {a*U mftw is wmsly Fafmffed 67 the
City Gam;
ti- ipe Ar !err( art gutter t5 pwmf{ed rWy Owt
Esppra,xd or Tegaired by the ate Engrtrer.
U Tpie C+ a4 may be pmm,ltee by the G1'£ firgdxat-
tmtfy a: *W Now Prpks and R --5-23A (Rmdet hd
_Q b , hp*-An4 Cris --incl Arse hFme ser Lot Sze) c'orw
14. Plrmff for owb and gutter emshvctia! .14 accarimr
wfva wub
ANP mhs€fuctinp !rest Curb and getter, Me erwrl
pavemmrf be WOW 0 mk*wm of 10' ftn
fhr fp of ft gutter or as dreted,6p Me Mj€*w,,
�,�-.-liars Fa€ -e ; r`r0wttsre 3 � E
1 € 15` - Setgte fA ectiar fnf arae 3 1 1 s 2 R8 me m m e
3 3r1 - pag* Lkectae €numfcr I
"mW hol*v (W* of 1 i Lx�wsaf j 1
Poo rwb fehm pff
CaF. rtmadwo ST -10.
4#°ti
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4 00
20' i
fayre m A E4— ! 7
.orf .este
`MODIFY CROSS SLOPE
f OF CROSS GUTTER TO
BE 1.89/c MAXIMUM
1.3" IR4 Late60• % i 1.3"
J _ 14.mbor reap
8. A CtM>aaCLQw oI AiX shot t� ra turfed fa a ttf»amwr
fxdt of 0amitnrefd
of 0' tdow iirr G>a*v P1arw, dwt6 T shag toe
°ten (ter-PSEC779N
A -A
5-
tf� , tr•T,
T-1
k A6 ew*-„mfwm fu the WpkmW soctiom
9 M ver .street pff"t is :egr'ee kr OY wok Are
of the specri>r ' s Rrtmed $tar£abrd vv*vtaxrs;
iib`: the Oil of Brattrsfiefds riry$ft 'of -my
stale of •cai+fcrr£ a, Arx*nmt of Afmw rt0tt7n',
7.0- 8.0 20,
mvvmd avrent %Ffm
t0 *0” seta' diad hr 0xr,, fed to .95X of Mnrsn7lfn
J- s aturd arrtarr8 far s{trsJtx s mt be *w IV
d yORtE* m drtwmaed Cy A VAC fi-1557 to 0 death
2 s(,ugrode prr=a w kr awsgfter cmbm
of t.p' bokw vassgitttttr std t C' to each
to fde tm7rt$mwwts of Uer stmrdwd i)�
siiA- of the c•0aagtft{er
J. Cmxreia fm crosnafter :;W De ckw 2 acrd
11. the rnravnem d✓Eye W ad srt£ss guNers 5 06X unloss-
s4d1 E krm tv Ift ferR4ffmrts of tffe 3imrdad
apy'a£sd Dfhefwr&e ty Ute afy EIV—1
Syeclka?wshs
'?, AA` Crr<s8grrfter fa tttbss std Bros ae to be ggorafnd
4 f>gm%1" js18 mi t 9w in ceo of emy JO'
try !hr Grp €ngaYrL+.
cr m r*eeted t,r the My fr*ib m
tJ. Fee rscjis reta8 c v$ ctrtws; t1+e ?2
d. A sofoo- factor of 0..2 e4 4e sEp0 A iaow wt
vkt z1r=w * "pe a ratsd w4fi Ute pp�&w
5. For stweatred hwz*W rmrp ditraew£s Red
of other *mor foto" s avec sifD Ute Q>p'rrrm' of the
ft*% save wy of &ataa vu s:wrd re sr- to ce
at, blv
as crrcred by the ary rw.
Lfl
6 ttsnrwfe for tier strdl be w the Z5"
FnpxA.Ee sY_srer
to 4.5' skenp.
7. c4mmfe stag ca+ten no a*,irss anew
Pray cWo4 is aDtarned Arum ft:e
My €trgr ext
CmLrtte ow m mw wifb a white pfg
awt1 Q WTI m>:pourrd 4mgtwflri! with seEcifon
W -210w of iter State stardmd SpraiArcotkr&
CaiHa� tM apuir A dgj i•lFEia H sX i'A$ rY x'evXfi L':�ii £f.
t� .%' /7i'.R'n es% eY N.fUt C%abieT At CWik k'fA
C srQ wi,eear ar zkwaa_ ............ ' 3"
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f..._-.... .. } ...y'3�ef
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IYEICAL M -RAMP »/z CURB RAMP DETAILS
90110 CORNER -INSTALLATION13ETROfI7 PAY LIMIT yo SCALE
xtaYEs.K :" Wal sEaaaosx
2.35'
0 0
U,
m
rv;
0 0 0 0._,
—12" X 12" TILE SIZE
0 0 0 0 A
0 0
PLAN NOTES:
1. DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH
ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON
LIGHT.
2. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN
CD
INTEGRAL PART OF THE WALKING SURFACE.
0
0.45'
I---+tl 3. DETECTABLE WARNINGS SHALL EXTEND FULL WIDTH OF CURB
-- - RAMPS AND ANY ACCESSIBLE PATH THAT CROSSES VEHICULAR
PATH NOT SEPARATED BY ANOTHER ELEMENT.
0.9" 4. WARNING SURFACES SHALL DIFFER FROM ADJOINING WALKING
SURFACES IN RESILIENCY OR SOUND ON CANE CONTACT.
SECTION "A" 5. DETECTABLE WARNING, AT THE OPTION OF THE CONTRACTOR,
SHALL BE CONSTRUCTED BY CAST IN PLACE OR STAMPED
METHOD, OR CONSIST OF A PREFABRICATED SURFACE.
DETAIL "A": TRUNCATED DOMES
l-5 SCALE: NTS
#3 ON 18"
4.Ot' P.C.C.
6.0" CLASS 2 BASE
12.0" NATIVE SOIL
COMPACTED TO 95%
(PER SOILS REPORT)
NATIVE SOIL
DETAIL "B": SIDEWALK CONCRETE
r`� 2
SCALE: NTS
NOTES
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8. A CtM>aaCLQw oI AiX shot t� ra turfed fa a ttf»amwr
the romotowis of stdkvt V of the Mate of Ctrl tmv,
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ambvOre with fav wmry tate
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T-1
the Off Eska^.
TrofRc hdar
SO - 50
2 Aggregate pass` Do 94.,s k v regate base
b 5 - 65 1 S
cm bmi£g to serf& 26 of the Std* stm*rd S{ ecifn'gtroos
7.0- 8.0 20,
U y
95 or mprr 2`1
J- s aturd arrtarr8 far s{trsJtx s mt be *w IV
N
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Smf o 5J 1.1 of the Woo" and fi*etsi?g
3 for A 'f PompAro(e,� see .'lanEftYd 4 Pf'otasaaas
%ALL rAa tr mm 10to*1,
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I
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STANDARD
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