HomeMy WebLinkAbout6.1-17740
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GRADING GENERAL NOTES
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APWA AMERICAN PUBLIC WORKS JP JOINT POLE
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GRADING SHALL CONFORM RM WITH APPENDIX J OF THE 2013 CALIFORNIA BUILDING CODE AND
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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.
Z
MEASURE WHEN INSTANTANEOUS WIND SPEEDS EXCEED 25 MILES PER HOUR:
STORM DRAIN LINE
31.1.
TERMINATION MODIFICATION OF SCRAPERS GRADERS OR DOZERS ON UNPAVED
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING AND DISPOSAL OF THE
SURFACES UNTIL WINDS SUBSIDE.
PROPOSED WORK AREA. THE CONTRACTOR SHALL DISPOSE OF ALL MATERIAL LEGALLY AND
31.2.
APPLICATION OF WATER. AS NEEDED TO ANY UNPAVED SURFACE WITH VEHICLE OR
..� IS RESPONSIBLE FOR COMPLYING WITH LOCAL RECYCLING ORDINANCES.
(E) CLEANOUT
EQUIPMENT OPERATIONS.
SANITARY SEWER LINE
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
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GRADED SURFACE IF DUST EMANATION IS VISIBLE FROM SUCH A SURFACE.
BEEN E CLEARED OF WEEDS DEBRIS TOPSOIL DELETERIOUS MATERIAL AND SCARIFIED AND
BF BLIND FLANGE NAP NOT A PART
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COMPACTED PER THE GEOTECHNICAL RECOMMENDATIONS. MMEND IONS.
32.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EQUIPMENT TO PREVENT
.WATER LINE
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FROM REDUCING LIGHT EXHAUST Y B
VISIBLE SOOTT TRANSMISSION THROUGH THESTACK
3. ALL CUT AND/OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO W 2 HORIZONTAL TO ONE 1
/
> W
MORE THAN 20 PERCENT FOR MORE THAN THREE MINUTES PER HOUR AND USE LOW
VERTICAL.
BW BOTTOM OF WALL P L PROPERTY LINE
SULFUR FUEL AS REQUIRED BY THE APPROPRIATE AGENCY.
10
-
BO BLOW OFF POINT OF CURVATURE
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
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OR WILL MAINTAIN A SIX INCH DIFFERENTIAL BETWEEN THE MAXIMUM HEIGHT OF ANY
ENGINEER.
CB CATCH BASIN PCC PORTLAND CEMENT CONCRETE
MATERIAL HAULED AND THE TOP OF THE TRAILER. HAUL TRUCK DRIVERS WILL LOAD PRIOR
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,..
WATER METER
TO LEAVING THE SITE TO PREVENT SOIL LOSS DURING TRANSPORTATION.
5. ALL EXISTING FILLS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE ANY
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ADDITIONAL FILLS ARE ADDED.
34.
PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE EXISTING SURVEY
FLOWLINE
F BAKERSFIELD
COB CITY O B (UTILITY)
POC POINT OF CONNECTION UTILITY
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.
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LICENSED LAND SURVEYOR OR REGISTERED ENGINEER TO RESET SUCH MONUMENTS.
7. THE STOCKPILING OF EXCESS MATERIAL IS SUBJECTTO THE APPROVAL OF THE AGENCY.
35.
CIVIL ENGINEER, GEOTECHNICAL ENGINEER, AND BUILDING OFFICIAL WILL BE NOTIFIED
DjW DRIVEWAY pS PARKING STRIPE
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.
'
9
3.6.
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
ECR END CURB RETURN PUE PUBLIC UTILITY EASEMENT
THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED
GRADING TO DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. SHOULD EXCAVATION
- -.
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METHOD.
EXPOSE ANY GEOTECHNICAL HAZARDS OR POTENTIAL GEOTECHNICAL HAZARDS THE
:.
MAP
EL. ELEVATION R/W, ROW RIGHT OF WAY
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
(E) ELEVATION
DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD
THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE, NUCLEAR
FG FINISHED GROUND ELEVATION STAT STRAIGHT
TOP OF CUT.
GUAGE, OR DRIVE RING SHALL BE NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY
REDWOOD CITY, CA 94065
FL FLOW LINE TC TOR CURB
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.
1600 TRUXTON AVENUE
BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL
BAKERSFIELD, CA 93301
GM GAS METER TG TOP OF GRATE
BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK
11. SANITARY FACILITIES SHALL BE MAINTAINED ON SITE THROUGHOUT THE DURATION OF
CIVIL ENGINEER: CIVIL DESIGN STUDIO, INC. '
OR OTHER METHOD TO PREVENT EROSION ON TO THE SIDEWALK.
CONSTRUCTION.
GUY GUY WIRE ANCHOR VLT VAULT
P.O. BOX 199
8
CAMBRIA, CA 93428
HP HIGH POINT IDENTIFICATION NUMBER
805.706.0401
40.
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF AND
GEOTECHNICAL ENGINEER: SALEM ENGINEERING GROUP, INC.
WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET
PROTECT ALL EXISTING UTILITIES AND TO ENSURE THAT SERVICE IS NOT DISRUPTED TO
IRR IRRIGATION
RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN
EXISTING FACILITIES.
PROJECT INFORMATION
APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY
ZONING: WM-GC (GENERAL COMMERCIAL ZONE C-2)
KNOWLEDGE AND BELIEF, COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN
AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
13. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION,
126-100-24-00-6
•
ESPECIALLY DURING STORM CONDITIONS AND APPROVED PROTECTIVE MEASURES AND
41.
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE
TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT EXISTING STRUCTURES
AREA DISTURBED: 0.20 AC
ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS
AND ADJACENT PROPERTIES DURING THE CONSTRUCTION PROJECT. IN ALL CASES, THE
NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
OF THE GENERAL PERMIT TO DISCHARGE STORMWATER ASSOCIATED WITH THE
CONTRACTOR AND/OR' PROJECT OWNER SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO
DEDICATION/EASEMENT DOCUMENTS:
CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER
OBSTRUCTING EXISTING DRAINAGE PATTERNS.
5. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OR AN
2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER
EQUIVALENT AS APPROVED BY THE CITY ENGINEER.
RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY
14. ALL PLANTERS ADJACENT TO THE FOUNDATIONS SHALL BE SEALED ALONG THE SIDE OF THE
PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER.
CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A
FOUNDATION FOOTING,
STORM WATER POLLUTION PREVENTION .PLAN (SWPPP) BE PREPARED, CONTINUOUSLY
7
R.C.E. #7082
CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL
15. EXPORTED MATERIAL SHALL BE TAKEN TO A LEGAL DUMP SITE OR PERMITTED RECEIVING
ELECTRICITY AND GAS: PACIFIC GAS AND ELECTRIC
CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C377710
SITE APPROVED BY THE LOCAL AGENCY HAVING JURISDICTION.
HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT.
16. PERMISSION IS REQUIRED FROM THE ADJACENT PROPERTY OWNER WHENEVER WORK IS
42.
ANY ITEMS'IN THE PUBLIC RIGHT OF WAY THAT ARE DAMAGED OR 00 NOT MEET CURRENT
PROPOSED OR NECESSARY ACROSS THE PROJECT'S PROPERTY LINES.
STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER
17. ANY DIRT, ROCK, DEBRIS OR CONSTRUCTION MATERIAL THAT IS TRACKED'OR DROPPED
BAKERSFIELD, CA 93304
661.837.7200
CITY ENGINEER.
WITHIN THE PUBLIC RIGHT OF WAY DURING THE TRANSPORTATION OF THAT MATERIAL OR
SEWER: TION AUTHORITY
EQUIPMENT ASSOCIATED WITH THE PROJECT SHALL BE CLEANED OR REMOVED DAILY.
43.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO
BAKERSFIELD, CA 93301
CONSTRUCTION. 1-800-642-2444
18. DIRT ACCESS RAMP OVER CURBS AND GUTTERS TO THE CONSTRUCTION SITE ARE
TELEPHONE/CABLE Tv: AT&T
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
FOR ANY WORK PERFORMED WITHIN EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN
661.631.6473
CONSTRUCTED TO CONVEY GUTTER DRAINAGE.
1.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED
6
THE PERMIT.
TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE
19. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND OBTAINING REQUIRED PERMITS
4101 N AVENUE
PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS
FROM THE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (OSHA).
INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY NE NOTIFIED AT:
AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH
661-326-3049
REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA
20. PROPOSED REVISIONS TO THE GRADING PLAN SHALL BE DRAWN IN RED PENCIL ON BOND
3. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE
DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION. SAFETY ORDERS." THE CIVIL
COPIES OF THE APPROVED PLANS. THESE COPIES SHALL BE SUBMITTED TO THE PROJECT
BENCHMARK:
ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND
OWNER AND ENGINEER FOR APPROVAL. AFTER APPROVAL IS GIVEN, THE PROJECT OWNER
4. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OR AN
SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS.
MAY REQUIRE AS -BUILT THE PLANS.
NORTHING = 2332395.0324
2.
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
21. RULE 403. AIR QUALITY CONTROL MUST BE IMPLEMENTED DURING CONSTRUCTION:
ELEVATION = 632.7981
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
SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN
THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS
TRANSPORT, HANDLING, CONSTRUCTION OR STORAGE ACTIVITY SO THAT THE
T.29 S., R. 28E., M.D.B. & M., WAS TAKEN -TO BE`NORTH 00°0051" WEST AS SHOWN ON TRACT NO. 1629,
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
PRESENCE OF SUCH DUST REMAINS VISIBLE IN THE ATMOSPHERE BEYOND THE
7. NO PUBLIC WORKS INSPECTION WILL BE GIVEN FOR. THE WORK IN THE UNDEDICATED ROADWAYS IN THE
HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER
PROPERTY LINE OF THE EMISSION SOURCE. (DOES NOT APPLY TO EMISSION
ORIGIN OF SURVEY INFORMATION:
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.
8. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AND
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
5 THIS EXCLUSION SHALL NOT APPLY TO INDUSTRIAL OR COMMERCIAL FACILITIES).
SURVEYING ON OCTOBER 26TH, 2015. IF DISCREPANCIES ARE ENCOUNTERED DURING CONSTRUCTION THE
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
21:2. A PERSON SHALL TAKE EVERY RESPONSIBLE PRECAUTION TO MINIMIZE FUGITIVE DUST
PUBLIC TRACTS WITHOUT RECORDED MAPS)
.CONTINUING CONSTRUCTION. '
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 T0, THE REMOVAL OF
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
E(25
INSTANTANEOUSLY EXCEEDS 40 KILOMETERS MILES) PER HOUR, OR WHEN THE
1.
UTILITIES: THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES
4 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
24. 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
3
IMPROVEMENTS , UTILITY FACILITIES, AND LANDSCAPING FEATURES THAT ARE NOT
L US
25. CONTRACTOR SULFUR USE SE LOW SUR FUEL FOR STATIONARY CONSTRUCTION EQUIPMENT
ULF
AFFECTED BY THESE PLANS.
AS REQUIRED BY A RULE 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.
PREPARATION, GRADING AND CONSTRUCTION ACTIVITIES.
THE CUT EDGE SHALL BE PROTECTED FROM CRUSHING, AND ALL BROKEN EDGES SHALL BE
,RECUT
PRIOR TO JOINING.
26. CONSTRUCTION PARKING SHALL BE ONSITE. TRAFFIC CONTROL AND ACCESS SHALL BE IN
ACCORDANCE WITH THE AGENCY HAVING JURISDICTION OVER THE PROJECT.
S.
ALL EXISTING OBJECTIONABLE MATERIALS THAT CONFLICT WITH PROPOSED
IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, BUILDING FOUNDATIONS, UTILITIES
27. 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
2 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, OD ROAD AND OFF -ROTO VEHICLES AND EQUIPMENT SHALL BE
TURNED OFF AND SUBSEQUENTLY RESTARTED IF THE ANTICIPATED DURATION OF
IDLING IS EXPECTED TO EXCEED FIVE MINUTES.
A { B 1 C
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STREETIMPROVEMENTS
ASPHALT CONCRETE PAVIN 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, "ASPHALT CONCRETE", OF THE STANDARD
SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
F
2. PRIOR TO THE ADDITION OF ASPHALT BINDER THE COMBINED MINERAL AGGREGATE OR TYPE AMODIFIED OR TYPE 'B'
(MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE
STANDARD SPECIFICATIONS FOR 3/4 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. ASPHALT BINDER FOR TY
PEB MODIFIED ASPHALT CONCRETE SHALL BE PG
(MODIFIED)
64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL
- P IN SECTION 92-1.02 GRADES OF
CONFORM TO THE REQUIREMENTS IN THE TABLE FOR STEAM REFINED PAVING ASPHALTS", , ,
THE STANDARD SPECIFICATIONS.
4. THE AMOUNT OF THE 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 PROPOSEDOSED 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, "AGGREGATE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
PROVISIONS. MATERIAL SIEVE ANALYSIS AND SANDE DIVALENT TEST RESULTS SHALL NOT BE OLDER THAN SIX 6
Q ()
MONTHS. ALL OTHER TEST RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR.
C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED 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 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 STRAIGHT LINE, EITHER PARALLEL 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 -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT
CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39- 4.01, "SUBGRADE", OF THE STANDARD SPECIFICATIONS
SHALL BE MET.
8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO 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 STRIPE 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 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 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 ATSM 0-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375.
14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE
MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT
BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES, OR BOTH, IF NEEDED, 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 MATERIALTHAT MEETTHE IN-PLACE DENSITY REQUIREMENTS.
15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90
PERCENT OR MORE THAN 96 PERCENT THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED
WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE
CONTRACTOR'S EXPENSE.
16. THE FIELD DENSITY OF COMPACTED ASPHALT AL
CONCRETE SHL BE DETERMINED BY:
A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTINGHAL 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'S EXPENSE:.
A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING 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 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 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 PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED
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: 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 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. .
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 OF 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 SHOWN ON THESE PLANS, WORK SHOULD CEASE AND THE DESIGN
ENGINEER SHALL BE NOTIFIED SO THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED.
2. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK RELATING TO ADAAG 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 INSPECTOR 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 GRADING AND CONSTRUCTION OF THE
PROJECT, THE CIVIL ENGINEER OR SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE FINAL ACCEPTANCE OF
ADAAG AND CBC RELATED ITEMS OF THIS PROJECT BY THE INSPECTING AUTHORITY OR OTHER AFFECTED
PARTIES.
4. COMPLIANCE WITH THE ADAAG AND CBC CONSTRUCTION REQUIREMENTS AND CALIFORNIA TITLE 24 WILL BE•
THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND HIS SUB -CONTRACTORS.
MATERIAL LIST
460 LF SAWCUTTING 2400 SF SIDEWALK 114 TONS AC PAVING
35 CY AC PAVEMENT DEMO 170 LF STRIPING 160 CY CLASS 2 BASE
2 CURB RAMPS 1 TRAFFIC MARKING 320 CY SUBGRADE PREPARATION
390 LF 6" CURB AND GUTTER 1205 SF CROSS GUTTER
G
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ABBREVIATIONS
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APWA AMERICAN PUBLIC WORKS JP JOINT POLE
GUTTERS AND COMMERCIAL DRIVEWAY APPROACHES.
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ASSOCIATION LANDSCAPE AREA
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FLORAL DR - PLAN & PROFILE
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BCR BEGIN CURB RETURN (N) NEW
SANITARY SEWER LINE
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H OHD OVERHEAD UTILITY.
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.WATER LINE
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BW BOTTOM OF WALL P L PROPERTY LINE
STORM DRAIN MANHOLE
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BO BLOW OFF POINT OF CURVATURE
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(E) ELECTRIC LINE
CB CATCH BASIN PCC PORTLAND CEMENT CONCRETE
.::
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CMU CONCRETE MASONRY UNIT PE P ELEVATI N
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F BAKERSFIELD
COB CITY O B (UTILITY)
POC POINT OF CONNECTION UTILITY
(E) SANITARY SEWER MANHOLE
........• ;:.::.>i:.::.i:.<.,...':.:..::.;'.;:.:i:...:::..:.: :i;;i;>;::.;:.
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r
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_ ! ; ::»»>::::>::::>:::<�::::<;;< ;AY
DjW DRIVEWAY pS PARKING STRIPE
J �
(E) EXISTING PT POINT OF TANGENCY
(E) MAJOR CONTOUR
.:
ECR END CURB RETURN PUE PUBLIC UTILITY EASEMENT
..........................................................
(E) MINOR CONTOUR
- -.
�� �S ``��I,�
EG EXISTING GRADE,:........:..
PVI POINT OF VERTICAL INFLECTION
:.
MAP
EL. ELEVATION R/W, ROW RIGHT OF WAY
VICINITY
ENG ENGINEER RP REDUCED PRESSURE BACKFLOW
NOT TO SCALE
EP EDGE OF PAVEMENT DEVICE
ESIVIT EASEMENT SD STORM DRAIN
RETAINING WALL
EVC END VERTICAL CURVE SG SUB -GRADE ELEVATION
PROJECT PARTICIPANTS
FDC FIRE DEPARTMENT CONNECTION SS SANITARY SEWER
(E) ELEVATION
FF FINISHED FLOOR ELEVATION STA STATION
PROPERTY OWNER: DOILINGER PROPERTIES
FG FINISHED GROUND ELEVATION STAT STRAIGHT
555 TWIN DOLPHIN DRIVE, SUITE 600
FH FIRE HYDRANT TB THRUST BLOCK
S
REDWOOD CITY, CA 94065
FL FLOW LINE TC TOR CURB
PROPERTY LINE
FI:G FLANGED TEL TELEPHONE
AGENCY: CITY OF BAKERSFIELD
FS FINISHED SURFACE ELEVATION TF TOP OF FOOTING
1600 TRUXTON AVENUE
GB GRADE BREAK TI TRAFFIC INDEX
BAKERSFIELD, CA 93301
GM GAS METER TG TOP OF GRATE
GV GAS VALVETW TOP OF WALL
CIVIL ENGINEER: CIVIL DESIGN STUDIO, INC. '
GTD GRADE TO DRAIN VC VERTICAL CURVE
ROBERT WINSLOW, P.E., QSD
GUY GUY WIRE ANCHOR VLT VAULT
P.O. BOX 199
HB HOSE BIB WDID WASTE DISCHARGE
CAMBRIA, CA 93428
HP HIGH POINT IDENTIFICATION NUMBER
805.706.0401
IE SEWER INVERT ELEVATION WL WATERLINE
ICV IRRIGATION CONTROL VALVE WM WATER METER
GEOTECHNICAL ENGINEER: SALEM ENGINEERING GROUP, INC.
INV STORM DRAIN INVERT ELEVATION WV WATER VALVE
2809 UNICORN ROAD, SUITE 103
IRR IRRIGATION
BAKERSFIELD, CA 93308
ENGINEER'S STATEMENT
PROJECT INFORMATION
1. THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND, TO THE BEST OF MY
1.
ZONING: WM-GC (GENERAL COMMERCIAL ZONE C-2)
KNOWLEDGE AND BELIEF, COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN
TPN: 126-100-18-00-9
CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER
126-100-24-00-6
REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN
126-100-25-00-9
CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED
ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
AREA DISTURBED: 0.20 AC
2. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER / SUBDIVIDER / CONTRACTOR. THE
WDID NUMBER: 5F15C377710
NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
3. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS
DEDICATION/EASEMENT DOCUMENTS:
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.
6. 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
APPROVED BY: ROBERT WINSLOW DATE
UTILITY INFORMATION
R.C.E. #7082
ELECTRICITY AND GAS: PACIFIC GAS AND ELECTRIC
mh,
WWW.PGE.COM
661.398.5960
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
R.C.E. # 61069
WATER: CAL WATER
3725 SOUTH "H" STREET
�;,? 1
BAKERSFIELD, CA 93304
661.837.7200
REVIEWED BY: ASST. PUBLIC WOR DIRECTOR DATE
SEWER: TION AUTHORITY
l
2700 "MNSTREET, SUITE 500
REVIEWED BY: TRAFFIC ENGINEER DATE
BAKERSFIELD, CA 93301
• 661.862.8911
CITY OF BAKERSFIELD NOTES
TELEPHONE/CABLE Tv: AT&T
4540 CALIFORNIA AVENUE, SUITE 400
1. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT
BAKERSFIELD, CA 93309
FOR ANY WORK PERFORMED WITHIN EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN
661.631.6473
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
F BAKE
TRASH SERVICE: CITY OF BAKERSFIELD
THE PERMIT.
SOLID WASTE DIVISION '
4101 N AVENUE
2. 24 HOUR .NOTICE: PRIOR TO THE START OF ANY" PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION
BAKERSFIELD, CA 93309
INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY NE NOTIFIED AT:
661.326.3114
661-326-3049
SURVEY NOTES
3. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE
NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
BENCHMARK:
THE BENCHMARK FOR THIS PROJECT IS A CITY OF BAKERSFIELD DATUM BENCHMARK OF A FOUND
4. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OR AN
MONUMENT AT THE INTERSECTION OF MOUNT. VERNON AVENUE AND COLUMBUS STREET.
EQUIVALENT AS APPROVED BY CITY ENGINEER.
NE
NORTHING = 2332395.0324
5. LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO. MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS
FASTING = 6273310.0145
THE SIDEWALK FOR THOSE AREAS OVER
ELEVATION = 632.7981
6. PRIOR, TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE
BASIS OF BEARING:
SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN
THE BASIS OF BEARING FOR THIS PROJECT IS THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 21,
SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING.
T.29 S., R. 28E., M.D.B. & M., WAS TAKEN -TO BE`NORTH 00°0051" WEST AS SHOWN ON TRACT NO. 1629,
ACCORDING TO THE MAP THEREOF RECORDED IN BOOK 8 OF MAPS AT PAGE 23, KERN COUNTY RECORDS.
7. NO PUBLIC WORKS INSPECTION WILL BE GIVEN FOR. THE WORK IN THE UNDEDICATED ROADWAYS IN THE
PROPERTY UNTIL A SUBDIVISION HAS BEEN OBTAINED.
ORIGIN OF SURVEY INFORMATION:
THE TOPOGRAPHIC INFORMATION SHOWN IN THESE DRAWINGS AND USED TO DESIGN THE INFORMATION
8. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AND
SHOWN ON THESE DRAWINGS WAS PERFORMED AND PREPARED BY DIXON AND ASSOCIATES, INC LAND
ENGINEERS ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY
SURVEYING ON OCTOBER 26TH, 2015. IF DISCREPANCIES ARE ENCOUNTERED DURING CONSTRUCTION THE
DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR
SURVEYOR AND CONTRACTOR WILL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY AND PRIOR TO
PUBLIC TRACTS WITHOUT RECORDED MAPS)
.CONTINUING CONSTRUCTION. '
9. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 FT UNDER AND EACH SIDE OF CROSS
O
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GUTTERS AND COMMERCIAL DRIVEWAY APPROACHES.
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z
a STORM DRAIN CATCH BASIN' 1.0% FINISH SURFACE GRADE
(E) BUILDING �- 6.1-1774
:(
STORM DRAIN/SEWER CLEANOUT (.>U"l;) (E) SURFACE GRADE
1 J K L M : N 0 COB RECORDS NO. OF 5 SHEETS
N
SHEET #
SHEET TITLE
1
TITLE SHEET
2
'W^
N
3
FLORAL DR - PLAN & PROFILE
4
CROSS SECTIONS
5
Z
W
W
Q:D
G
a.WO
LtJ
� Q m �
m
W
Wzrn
Z V
CL
> W
OC
W
Lu
O � m
�"
w
zQ0
N
W
V J
`
'O
--------- DIAL TOLL FREE
811 OR
(1-800-227-2600)
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF CALIFORNIA
PA JOB No.
z
a STORM DRAIN CATCH BASIN' 1.0% FINISH SURFACE GRADE
(E) BUILDING �- 6.1-1774
:(
STORM DRAIN/SEWER CLEANOUT (.>U"l;) (E) SURFACE GRADE
1 J K L M : N 0 COB RECORDS NO. OF 5 SHEETS
SHEET LIST TABLE
SHEET #
SHEET TITLE
1
TITLE SHEET
2
MT VERNON AVE - PLAN & PROFILE
3
FLORAL DR - PLAN & PROFILE
4
CROSS SECTIONS
5
DETAIL SHEET
--------- DIAL TOLL FREE
811 OR
(1-800-227-2600)
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF CALIFORNIA
PA JOB No.
z
a STORM DRAIN CATCH BASIN' 1.0% FINISH SURFACE GRADE
(E) BUILDING �- 6.1-1774
:(
STORM DRAIN/SEWER CLEANOUT (.>U"l;) (E) SURFACE GRADE
1 J K L M : N 0 COB RECORDS NO. OF 5 SHEETS
A B C D E F G H - - ------------- K L m N 0 P
620
. ... ... ... . ... ... . . .. 6
... ... . . ... ... ... ... ... .
A: . ... ... ... ... ... ... .. . . ... ... ... ... . . ... ... ... . .. .. ...
... ... . ... ... CONSTRUCTION NOTES
. ... ... ... . .. ... . . ...
. ... ... ... .
:.:: ... : ... ... V111
... ... . . ... ... ... . . .. ... . . ... ... ...... A
12
00 ... ... . . ... ... ... . . ... ...
TING CURB, GUTTER, AND SIDEWALK PROTECT IN PLACE z C4
A . ... ... ... ... . ... ... ... .
. . ... .... ... . ... ... ... ... ... . ... ...
.... ... . . .
J
...... 2 EXISTING MEDIAN CURB PROTECT IN PLACE
Y. q i:. ....... ... ...
w......
Im.: w. q::. A A p T I:. w A ... ... ... ... . .:A: Am
A .......... .. ... ..
EXISTING BUILDING PROTECT IN PLACE
A. .. ... . . ... ... ... ... . . ... ... . ... ...
J
... . . ... ... w.
A
... ... . . ... ... ... .
... ... ... ... ... .
0
.:T T . ... ... .. ... ... . ... ... :t . ... ... ... ... . I:.: - b ... ...
EXISTING FENCE PROTECT IN PLACE 5:
u u ... ... ... .
... ... . . ... ... .. ... . It ... ... . .
+ . ... ... ... ... . ...... . ... ... ..
... ... . ... . . ... .. ........ r- 0. uj
CD 1* ..:. . ... .. . ... ...
... ... ... ... ... .. ... ... .
+ I.D
. ... . . A ED 00 i : , : :_ � �:. ::.: �, � I *:,: *:.:::. � .. i.. _ � EXISTING STRIPING PROTECT IN PLACE
I p.:,:. � Lu ... ... .
Ln 5. uj --;-;'-XISTING GRADE':
610 _j _: .11 1 . . .
. ... .. . . . ......... Lu
C:) uj
0 j. 610,
. ... ... ... . . . ....
::z �,T., A. 'CENTERLINE PROTECT IN PLACE
+
c) EXISTING UTILITY FEATURE
... ... . . .. ... ... ... C) (3) . ... .. . ... ... r�4
Lu 77. EXISTING UTILITY FEATURE ADJUST TO GRADE OR REMOVE AND
i ... ... . . ... ...
q
Ln 0 .. ... . ... ... .
�,: �.: : 1: T. :.� A T.....;1_ 1_:. _ : .:: � ..
+ ... .. ... ... ...
V) p.: j '4:
A uilai ru ... ... . . ... ... ... . _0_0 RELOCATE PER UTILITY PROVIDER AND AGENCY DIRECTION
Ln-- - -------- - - - - ------ -
.. ... . . ... ... . ... .. T.. . ... ... ... A
J+ Ln r ... ... . . ... . . . . .. . . . 00
A. 4 ENN" .... ..
J..
00 ... ...
4 ... ... .. ... ... .. A
Lu
A. J.
F- Ln r- 0-0 EXISTING STREET LIGHT/TRAFFIC SIGNAL REMOVE AND RELOCATE PER.
Lu
j
+ ... . ... ...
.. ... ... ... . ... ... ... ... ... . ... ... ... .
Lu
. ... ... ... ... ... ... . . ... ... ... .. . ... ... . ... ... . . ... ... SEPARATE PLANS TITLED "TRAFFIC SIGNAL MODIFICATION PLANS MOUNT
. ... ... . . ...
... . . ... .. .. ... .. . ... ... + . ... ...
0 CO.: : .. . I .. ... :... --t -! ... ;
. ... ... ... ... . 5 ('4 ... LAJ ... ... . . ... ... .. ... . . ... ... ... ... . ... ... . ... ... ... .
. ... ... ... ... .. : :,: :.: :,: : : . .., A ... ... . . ...
... ... ... ... . . ... ... ... .. . ... ... ... ... . . ... ... ... ... . . ... ...
0
------ GGR > .. . . ... ... . ... ... ... ... ... ...
VERNON AVENUE & MALL VIEW ROAD PREPARED BY RHUETTGERS AND
...... . ... ... ... . .. . 7EXISTIN ADE ... ... . . ... ... io�.. r7�:. Q0 Ln Ln ...... W
... ... ... ...
ZD ... ... ... . r14 C I I uj
r -i > ... ... ... ... ... . . ... ... ... . .. . . ... ...
. ... ... (n ... ... . . ... ... ... ... . . ... ... SCHULER CIVIL ENGINEERS
0 00.�
. ... ... ... ... . . ... ...
... ... . . ... ... AT CEN
... ... ... ... . ... ... . . ... ... ... ... . ... ... ... ... ... . ... .. Lj
TERLINE
>
.. ... ... ... . . ... .
600/610 . ... .. . ... ... ... ... . ... ... . ... ... . . ... ... ... ... + 600/610
... ... . . ... ... ... ... . ... ... ... . ... ... . ....... . r__I
. . ... ... ... ... .
G\ 0
... ... ... ... . . ... ... .
�: � - , ... ... . . .. ...
. ... ... ... ... ... . .
.. ... ... .. + �0. r
> NOTES 9 TO 10 NOT USED
.. .. ... ... .
0
. ... ... ... ..
. ... ... ... ... . . ... ... .. ... . ... ... ... . ...... ... ...
6
... .... .. ... . . ... ... 0
+
... ... . . ... ... ... . UJ ... ... . . ... ... CONSTRUCT 0.46' OF TYPE "T' A.C. PAVING OVER 0.54'OF CLASS 2 BASE*
Lr) . ... .. ... .......
__j .. ... ... ... . ... ... . . ... ...
... ... -13 AND -THE PROJECTS SOILS
... ... - - I .. i . .. 1. PER CITY OF BAKERSFIELD STANDARD ST
CD W >
C < ----------- ---- 010) +
----------------- �Uj EXISTING GRADE, Ln, - ai
Ln 0) Ln 0) a) L6
+ u ... ... . ... ... . . 0 0
> < v) . . ... . : CN REPORT. NATIVE SUBGRADE SHALL BE SCARIFIED TO A MINIMUM OF
C) C:) ... +
S cy� pt� 00
... ... . . .. ..
- ------ - + Ln . ... ... ... ... . 0 00 cq . ... ... ... + kD .. ... . .. ... . -4 >
Ln r r .. ... ...
0 a) . ... .. > ... . .. ... < uj ... ... . ... ... . -(40' LE FT 0 F CL)
Lu AWCUT 1.65' AND COMPACTED TO 95% RELATIVE COMPACTION PER SOILS
... ... ... .. C) r4 .
0 :3) ...... ... ... ... uj. REPORT. HOT MIX ASPHALT SHALL CONFORM TO SECTION 39 OF THE
Ln. ... ...: ... ... . . ... ...
Ln Ln Lu . ... ... ... ... . ... ... Ln 0 C tD ...... ... uj . ... ... ... ... .
STATE SPECIFICATIONS WITH 3/4" MAXIMUM AGGREGATE. ASPHALT
+ J) ... ... ... ... ... ... Lu
00________ Ln. -C -j + -------- - - - - LLJ
0 co + w
III* _ I Ln* Ln
1 ... ... . . ..
+ POSEDL . ... ... ... ... ... ... ... .. . . ... ... ... . ... ... r + Ln c14 0 PRO -10 AS SPECIFIED IN SECTION 92 OF
. ... ... Cn . ... ..
... ... . . CD
BINDER SHALL CONFORM TO PIS 64
EX AL)r_ . . ... ... . ... ... ... . ... . . . ... ... . . ... .. ... ... ... ...
..00 . ... .. I +J- i�!. . 0 �,- - ,
> + ... ... ... ... . ... ... ... rH r -i > TO
0 00 P OF CURB
ISTING 60
600/610 ... + I.- THE STATE STANDARD SPECIFICATIONS. FINAL STRUCTURAL SECTION
... . . ... ... . ... ... ... . . ... ... > ... ... .. . Lr) r,4 t -n 7AT SA Lu 0/610
Lu
.. ... .. ... ... ... ... . :.:'::'PROFILE (53
00 ... ... . .. ...... .. ... ... . > uj.. ul . ... .. SHALL BE SUBJECT TO PUBLIC WORKS INSPECTOR (R -VALUE 55, T.I.
. ... ... ... ... ... .
... ... ... ... ... ... . . ... ... . . ... . ... ... .
a) N .. .... ... ... ... .. ... .. < . ... ... . ... ... .. ... . ... . . .
J401 LE FT 0 F Ala I ING TOP
CL
10 C0 C ---- EFT OF CL)
. q -4 a)
... . ... .. ... . . . ... . a tD ... Lu+ .. ...... 9.0
+ 00 tn --i +:.:: . ... ...
... ... . . ... ... ... . ... ... .. ... . ... ... . CURB PROFILE
a rl� V) uj + .0 ... ... ... ... . Lu CD C ) . ... ... 2.7% ...
> 1+4 ' LEF OF CQ_
CONSTRUCT CONCRETE SIDEWALK PER CITY OF BAKERSFIELD STANDARD
uj . ... ... ... ... ... ... . . ... .. 5' LEF
... ... < Lu
a o6 S-3. THE MINIMUM STRUCTURAL 'SECTIONS SHALL BE 0.33" P.C.C.
Ln Cj .1 ... . :
+ ... .. .
00 )0 .. ... .
C) Lr)
0 ... ... . . .. C)
.. ... .....
u
a) .. ... . ... ... ..
_n
+ --- - ------------ ... ... ... ... .... .. ... ... (520-C-2500) OVER 05 CLASS 2 BASE WITH THICKENED EDGE AT
.. ... ... ... . ...
0 ... : . .. ; i i : .. ... I .. ... .
... ... ... ... ... : .
... ... 6j . ... ... Ln ... ... ... ..
C_j If PERIMETER PER SOILS REPORT. REBAR REINFORCEMENT SHALL BE #3 @
kbP;OSEb . ... ... > ... ... ... . . ... ... ... ... . . ...
+ . ... ... ... ... ,6 r- co D ... ... . ... ... ... ... . . ... ..
< ... ... ... .
- i u). I . i 0)..... + _#PROPOSED . ... ... r- r) > 00 Ln ... I ... ... . LOWLINE . ... ... 18" O.C. NATIVE SUBGRADE SHALL BE SCARIFIED TO A MINIMUM OF 1.0'
Lu ... ... .. . ...
+ It* .j _ - >-
C) 0 *0 OP OF CURB
... ... .. .. : �PROFILE (53-:j 1:*� 00 Oq . ... ..
.. ... ... ... ... "0 ....... . . ... ... ... . . . .. ... ...
... ... a) r4
< I fAND COMPACTED TO 95% RELATIVE COMPACTION PER SOILS REPORT.
00 -1: ... ... RETURN PROFIL
590/600 . ... ... .. + Ln OF CL) - \ , ... d! .... ... ... ... 590/600
.. . . .. ... ... ... SEE DETAIL "B, SHEET 5 FOR THICKEN
... ... .. r14 ... ... ED EDGE DETAIL AND TYPICAL
Lr) cy) ;+ r-4 w:.: . .. ... j. ... ... v/0
< ... ... . . �: : ... : ... ... . . ... r
__j I -- - 3. . ... ...
.. ... . . ... ... : ... dd . d ... . I . ... ... ... .
... ..... > > .. ... . 2.7% CROSS SECTION
0 f.. ... .
C:) C14
------ > W _uj CL_ W z
00 i 1 77P 7 --- ------ C:) 2.60 C14 CN
... ... ... ... ...
... ... ... .... ... ... . . ... ... ! ... ... .
;�4 ... ... ... ... ... . UTTER 0 �0
. ... ... . ... ... ... ..... .... i i PER CITY OF BAKERSFIELD STANDARD ST -3.
. ... . . ... . I.: ...
... . . ... ... ... ... .
> > > ED CONSTRUCT CROSS G
> . . ... . > u
EkIS G TOP OF: > 7j
> Lu v c*
-00
... ... . ... . . . uj 0,
.. ... . . ... ... CONTRACTOR SHALL MODIFY GUTTER PAN SLOPE TO BE 1.80%
CURB PROFILE
77 W7 ... -J.- i _j . _j -, OPO ED Ln
. ... . . .. .. ... ... Lu uj ui Uj ... . . ... ...
.. ... ... . ... ... .. ... ... . Q0 MAXIMUM. CONTRACTOR SHALL EXTEND GUTTER PAN ON WEST SIDE AS
. ... ... .. ... ... . . ... Ln
00/ ... ... ... ... . .. ... ... . ... . . ... . ... ... .... ... ... ... ... 4-J
0 . ... ... ... ... :_ _ Li i
5. _(±45' LEFT OF CQ_ ��FLOWLINECURB_ ........
... ... If Ln
... ... ... ... ... . ... ... ... . RETURN PROFILE.::.:': > SC
A SHOWN
. ... ... ... . . ... ... ... . . ... . ... ... ... .
T__
LE:
... ... ... ... Lu
<
... ... ... ... ... ... . . ... ... ... ... . .. . ... ... ... ...
. ... ... ... ... . .. ... . . . ... ... . .. ..
9 ------ uj > RUCT CONCRETE CURB AND GUTTER PER CITY OF BAKERSFIELD
... .. ... ... ... Lu ... ... . ... ... .
1 10'HORIZONTAL
CONST
.. . .. .....
... ... . STANDARD ST -1. WHERE CURB AND GUTTER EXISTS IN ACCESSIBLE PATH*
<
... .. . ... ... ... ... ... ... 1 TVERTICAL
590 590 OF TRAVEL, GUTTER PAN SLOPE SHALL BE ADJUSTED TO A MAXIMUM
SLOPE OF 1.5%. CONTRACTOR SHALL ADJUST GUTTER LIP, NOT THE co co
8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 in 0 :ii
FLOWLINE ELEVATIONS Lu Lu co
C,-- 0
<
FURNISH AND INSTALL DETECTABLE WARNING SURFACE (TRUNCATED uj > 10
DOMES) PER DETAIL "A", SHEET 5 w CC u
V) u
CAMUTCD AND CITY OF
PAINT RIGHT TURN LANE SYMBOL PER
(N
) TRAFFIC SIGNAL
3 BAKERSFIELD STANDARDS
APPROVED BUILDING
SAWCUT LINE. MATCH EXISTING IMPROVEMENTS
EQUIPMENT EASEMENT 99
596.60 FF
'*-PROPERTY
A \1 AFN APN
CONSTRUCT CASE "C" CURB RAMP PER CALTRANS STANDARD PLAN A88A
99
LINE
602.95 T
11 CT MODIFIED CASE "C CURB RAMP PER CALTRANS STANDARD
SIM ER , , 1
E IS TINC 1
99 C IN
8 CONSTRU
....... PLAN A88A. REPLACE ONE WING OF THE RAMP WITH A CURB FOR ONE Ln
OPERT 100, 11 ..... v/ 60'
(E) PR� Y 602.45 F
(598 8 lc� I V) co
LINE Ln - - ------ ------ DIRECTIONAL TRAVEL
- - - - - - - __ ------
PROPERTY APN t.0 _j 12 < ... ---- 0 LL
NOTES 20 TO 96 NOT USED LINE it . .............. ----
- - -- -- --------------------------- 0
CT RETAINING WALL PER'STRUCTURAL PLANS AND WALL cn _j CN _j
cn _j r- _j p) _j Ln _j oo Ln c:)
P
'.00 (N CD C:) ROFILES/DETAILS, SHEETS 2 AND 3. PROVIDE 3/4" WEEP HOLES AT 4'ON
18
0 8 1
19 8 CONSTRU
@
98 Lq
98 r c1q a) 11� 00 utl cn t t.0 r- Lf I m 0)
Ln 0) r- C14 0) rn 00 M M 0 r- r_j C) CENTER. SEPARATE PERMIT REQUIRED
r4 00 00 cq
rHfgul r! 00
0) Lri a, (yj c (,j + u� 00
+ Lr) t.0 v--' q; t.6 + rs! Ln
+ + + + + + + T -i + Ln + + cyi + + +
C4 ONSITE IMPROVEMENTS PER SEPARATE APPROVED PLANS TITLED
"MOUNT VERNON MARKET PREPARED BY CIVIL DESIGN STUDIO, INC.
ul) �D 6 0 Lr) 0 In r -i V) -i -i In C14 't
00 00 CD CD 02J75 TC r In r
/* 602�25 FIL /-(N) RIGHT 604.33 TC IL L . . ...... ... 97
1) RIGHT 9'
- - - - - --- * 0 Y 603.83 FS --- ------- .... -- ---------
2' . . ......
f ......
12 (N) RIGHT
7- 6 .93 TIC "OF WA 15 WAY
502.43 FS
12
.............. . .........
........ ..... ON
. ..... ....... ONSITE. IMPROVEMENTS PER SEPARATE PLANS TITLED "MOUNT VERN
__7
3 OF WAY
..... P7 -.82TC MARKET PHASE 2" PREPARED BY CIVIL DESIGN STUDIO, INC. CITY OF
.(E) RIGHT
_ir - --- - - OF WAY ....... ............
S%. BAKERSFIELD SPIR # 16-0396
bUS. /b
Ln............
.. ..... uj
7 B639 I . _4
<r-- - - -
7 FIL
f. . .. ........
..... ..... ----- ----- ..... ...... . . . . . . . . . , . ...... *,-,,__
RIGHT uj
MATCH -6.04 87`TC-:-1
602.08' TC/FL z 0
uj' �IVIATCH (E)
607/�; C
L .. 5
Ln .37 F OF WAY
- - --- - - - C-4 Q 606'. .0 f
...... ...... ...... ...... ...... ...... .... ...
_u I
LEGEND
..... ... ........ ... ........ .... .....
LS 9 Lf -35 c . . ..... .
. ....... --- - - - - - - - uj
uj
uj . ..... . .......
- - - - - - - - - - - - -
664�25 W`
...... ... .. TC/FL
...... -----
�;Z4;7 X�
S7.
8
8 7 ..... ...... ..... V)
Tr
(59435 FQ` 602.4+6 TC 6 2.18 �O8 6 S 9 6, 5 S F REMOVE AND 608.41 TC 17 EXISTING BUS STOP
BERNARD 601.96 FL FS 607.91 FL 11608.191 FL) COLUMBUS-\,\.,
RELOCATE PER AGENCY DIRECTION. AC PAVING
.-*�STREET CONTRACTOR SHALL COORDINATE STREET 0
CENTERLINE
CENTERLINE
0 110 WITH BUS SCHEDULE FOR RELOCATION .. ........
cc
.. ... ........ .. ....... ... ........ ....... Ln cn AND TEMPORARY BUS STOP. TRIAN AREAS
cn
i�N - .1 ........ ........ Ln .. ......
Lr) CONCRETE IN PEDES
< uj
....... .......... ......
.... ........ . ....... . CONCRETE IN DRIVE AREAS z
z M 0 U N. T V E R N 0 N A V E N U E u W co
W Z
LL
uj
uj z
.. ...... ...... ...... ...... - - -
Q0
MOUNT VERNON
.. ........ ... ........ DETECTABLE WARNING SURFACE
co u @ >uj
AVENUE CENTERLINE
1+bo 8+00
9+00 10+00 12+00 13+00 27+54
A NOO'00'51W 11+00
UJ z cn
0 0-
0 <
700' CL INTERSECTION
1454' Z u
'IQ 7:;
\-MOUNT VER,NON 00,0 1- ...... ...... ...... ...... ...... ......
MALL VIEW ROAD &
. . ..... ..... .. ............ . ..... ..... - - - - - -
AVENUE CENTERLINE
.... .... .... .. . ..... . . ... ..... ..... ..... ..... ..... .....
STATION 10+46.61 < >
NEW (N) RIGHT OF WAY AND TRAFFIC SIGNAL EQUIPMENT uj Lj
. .... .. .. ....... . ........ ....... ........ ....... ...... U-
I . ....... .. ...... 4110 ....... ........ .... MOUNT VERNON AVENUE. DEDICATION/EASEMENT INFO
z
EASEMENTS SHOWN HEREON ARE PER DOCUMENT #'S: z
0 yj
....... ........ ...
Zo 0
5 MOUNT VERNON AVENUE
r-� Z
en Z
vi W 0
Ln Ln
Lr) Lu z kD
0
r,4
z
uj 0
.. ........ .... ..
F- uj
....... ........ ....... ........ .......
RIGHT RIGHT
OF WAY 3 - - - - - - - -
- OF WAY z
- - - - - - - - - - - -- - - -
...... ..... ..... ... . .... ... . ...... ...... ...... ... ..... ..... ..... .....
Ln. .... .
- - - - - - - - - - 6 - - - -
4
APIN APN
A P 1\4
129-010-65 129-010-65 129-010-64
(N) C I TY 0 F 6.00, 55.00' CURVE TABLE
EXISTING ROW
BAKERSFIELD CURVE # LENGTH RADIUS DELTA TANGENT
RIGHT OF WAY 2.00' 53.00'
C1 31.36 20.00 0890 50' 18" 19.94'
2.00' 6.00.' ±13' ±40' C2 62.10 40.00 0880 57'31" 39.28'
3
BENCH S/W SAWCUT
0.50, C3 7.66 50.00 0080 46'5411 3.84'
SAWCUT)
C4 7.53 50.00 0080 37'50" 3.77'
%
LI N E
14 MT VERNON AVE-,,,
-0-0+/0-
NY ... CENTERLINE
..........
. . . . . . . . . . . .
. . ....... 17
12
RETAINING z
WALL (E) CIT OF 0
BAKERSFIELD >
uj
RIGHT OF WAY
2 2.00,
PA JOB No.
ONSIT 9
IMPROVEMENTS
S EET
r 7
SCALE: 1" 20'
20 409
ROAD SECTION: MOUNT VERNON AVENUE
11+07.18 TO 11+83.12 SCALE: 1" 10
6.1-1774
co RDS No. OF 5 SHEETS
13 C D E F G H I i K L m N 0' B RECO
12 1
11
IN
9
H-11
VA
N.
R
Lid
4�1111111
lw�
RAI
ri
N
Es
D
610
.11
611-ITIM
E F G H
610
580
K
0+50 1+00 1+50 2+00 2+50 3+00
ANZA STREET.,
Ln
ANZA STREET-/
CENTERLINE
BINGHAM-/
AVENUE
N
CENTERLINE
APP APN
126-112-03 f26-112-02
0
q T
c n a9 11- 6 �2T C
RIGH 41 5; LU (59 .3"
OF WAY b
M Z
RIGHT
WrOF WAY
>- - - - - - - - - ---
.. .... ...... .... .... .... .... .... .....
- - - - - - - - - - -
ci
6
COUNTY OF KERN
kD 00,
w TRACT 1713
4
o6 COB
MATCH
F L 0 R A L D R I V E D
r -i .. I . I j PI: 2+58.00 11
7 LIMITS
'sR2.1a �1..) EX,15f
1+00 2+00
2+58.00_,4 mm _400_ oms=mg .... N -W Qw
o
mailm mm
Tc
18.00 R�
6-
+ 592" 7
`.FLORAL DRIVE;�' NOOO 00'37"W
L(58 7- 9)
CENTERLINE %(593.4)..%...----" p
EG R�ill P E R TY
12 LINE
'EG.
q -cl 14
o6 CITY OF
TL".93 BAKERSFIELD_
(585 CD
rIv
,02 TQ
.(587,27 FL) :x: 5. C' H
15581�51 FL)
L
...............
en
.... . .....
........ W790 1
MATCH
...... L4)
k 97
EXIST . ..............
..... .... .,.FL 59,2*. F 99
12
..... . ................. ---------------------
................................. ........
------------
ui
RIGHT -/2199 �I
cc
w
OF WAY
COB
q0 o
LI M ITS
CD CD I'm om X"
0 a k.0
< < < w
+ 00 + c6
t 4
ly
ACJ'
0 w
ON
o6a 00 0:.
126-144-01 98 77,
+ 00 + oo_._
PROPERTY (N (N C4
---- ------ P N
..... .....
- ----- -----
II I 99 1 26- 100-24
A4 - - -----------
A
LINE
11
G
H
J
11
I
IN
10
I
0. p
CONSTRUCTION NOTES
00
EXISTING CURB, GUTTER, AND SIDEWALK PROTECT IN PLACE O Z V
ce)
EXISTING MEDIAN CURB - PROTECT IN PLACE
jp
,4
EXISTING BUILDING PROTECT IN PLACE if v
EXISTING FENCE PROTECT IN PLACE
EXISTING STRIPING - PROTECT IN PLACE
EXISTING UTILITY FEATURE - PROTECT IN PLACE
EXISTING UTILITY FEATURE - ADJUST TO GRADE OR REMOVE AND
cis
RELOCATE PER UTILITY PROVIDER AND AGENCY DIRECTION
0
sm, mo/ :0
/, g
EXISTING STREET LIGHT/TRAFFIC SIGNAL - REMOVE AND RELOCATE PER
SEPARATE PLANS TITLED "TRAFFIC SIGNAL MODIFICATION PLANS MOUNT la
Wo
VERNON AVENUE & MALL VIEW ROAD" PREPARED BY RHUETTGERS AND
SCHULER CIVIL ENGINEERS
NOTES 9 TO 10 NOT USED
0
11
C>
CONSTRUCT 0.46' OF TYPE "3" A.C. PAVING OVER 0.54' OF CLASS 2 BASEox 6
PER CITY OF BAKERSFIELD STANDARD ST -13 AND THE PROJECTS SOILS 0
REPORT. NATIVE SUBGRADE SHALL BE SCARIFIED TO A MINIMUM OF aa�L6
1.65' AND COMPACTED TO 95% RELATIVE COMPACTION PER SOILS N 001
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
SHALL BE SUBJECT TO PUBLIC WORKS INSPECTOR (R -VALUE = 55, T.I.
9.0)
12 CONSTRUCT CONCRETE SIDEWALK PER CITY OF BAKERSFIELD STANDARD
S-3. THE MINIMUM STRUCTURAL SECTIONS SHALL BE 0.33' P.C.C.
(520-C-2500) OVER 0.5' CLASS 2 BASE WITH THICKENED EDGE AT
PERIMETER PER SOILS REPORT. REBAR REINFORCEMENT SHALL BE #3 9
18" O.C. NATIVE SUBGRADE SHALL BE SCARIFIED TO A MINIMUM OF 1.0'
AND COMPACTED TO 95% RELATIVE COMPACTION PER SOILS REPORT.
SEE DETAIL "B", SHEET 5 FOR THICKENED EDGE DETAIL AND TYPICAL
CROSS SECTION CD z
13 CONSTRUCT CROSS GUTTER PER CITY OF BAKERSFIELD STANDARD ST -3.
CONTRACTOR SHALL MODIFY GUTTER PAN SLOPE TO BE 1.80%0 00 0 Ln
4-
MAXIMUM. CONTRACTOR SHALL EXTEND GUTTER PAN ON WEST SIDE AS m: 0
U�
SHOWN
on <
14 CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF BAKERSFIELD =$
STANDARD ST -1. WHERE CURB AND GUTTER EXISTS IN ACCESSIBLE PATH
OF TRAVEL, GUTTER PAN SLOPE SHALL BE ADJUSTED TO A MAXIMUM
SLOPE OF 1.5%. CONTRACTOR SHALL ADJUST GUTTER LIP, NOT THE co m
FLOWLINE ELEVATIONS Lu Lu
ca
6i 0
FURNISH AND INSTALL DETECTABLE WARNING SURFACE (TRUNCATED Ui Lu < Lij -i I
@ > Ln
Lu
DOMES) PER DETAIL "A", SHEET 5 1, of CLcco, Ln u 0 u
16 PAINT RIGHT TURN LANE SYMBOL PER CAMUTCD AND CITY OF _2
BAKERSFIELD STANDARDS
@ SAWCUT LINE. MATCH EXISTING IMPROVEMENTS
18 CONSTRUCT CASE "C" CURB RAMP PER CALTRANS STANDARD PLAN A88A G.
0
19 CONSTRUCT
PLAN A88A. REPLACE ONE WING OF THE RAMP WITH A CURB FOR ONE <Ln
1�0 E>
DIRECTIONAL TRAVEL V)
cl
NOTES 20 TO 96 NOT USED 0 LL
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. ift
CITY OF BAKERSFIELD SPR # 15-526
99 ONSITE IMPROVEMENTS PER SEPARATE PLANS TITLED "MOUNT VERNON
MARKET - PHASE 2" PREPARED BY CIVIL DESIGN STUDIO, INC. CITY OF
BAKERSFIELD SPR # 16-0396
C%4
LEGEND
I
11 AC PAVING
RADIUS
ONSITE
TANGENT
13 14 CONCRETE IN DRIVE AREAS
0000000
DETECTABLE WARNING SURFACE0000000
7.89'
IMPROVEMENTS
78.00
0240 04' 14"
16.63'
C7 43.98
28.00
1 0900 00- 00"
--------------------------
28.00'
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(E) CITY OF
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BAKERSFIELD
FLORAL DR RIGHT OF WAY
RETAINING-,,,
WALL
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CENTERLINE
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30.00' OR 40.00'
10.00'
.0.50'
2.00'
EXISTING ROW
T
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2.00'
S/W
BENCH
FL
SAWCUT
LINE
17 # VA'
RIES
1.5%
J-bWo-3.4% 14
12
ROAD. SECTION: FLORAL DRIVE
01+00.00 TO 01+61.10 & 02+08.01 TO 02+48.00
SCALE: 1" = 10'
B I C
I
D I E
11
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IN
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CONSTRUCTION NOTES
00
EXISTING CURB, GUTTER, AND SIDEWALK PROTECT IN PLACE O Z V
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EXISTING MEDIAN CURB - PROTECT IN PLACE
jp
,4
EXISTING BUILDING PROTECT IN PLACE if v
EXISTING FENCE PROTECT IN PLACE
EXISTING STRIPING - PROTECT IN PLACE
EXISTING UTILITY FEATURE - PROTECT IN PLACE
EXISTING UTILITY FEATURE - ADJUST TO GRADE OR REMOVE AND
cis
RELOCATE PER UTILITY PROVIDER AND AGENCY DIRECTION
0
sm, mo/ :0
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EXISTING STREET LIGHT/TRAFFIC SIGNAL - REMOVE AND RELOCATE PER
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VERNON AVENUE & MALL VIEW ROAD" PREPARED BY RHUETTGERS AND
SCHULER CIVIL ENGINEERS
NOTES 9 TO 10 NOT USED
0
11
C>
CONSTRUCT 0.46' OF TYPE "3" A.C. PAVING OVER 0.54' OF CLASS 2 BASEox 6
PER CITY OF BAKERSFIELD STANDARD ST -13 AND THE PROJECTS SOILS 0
REPORT. NATIVE SUBGRADE SHALL BE SCARIFIED TO A MINIMUM OF aa�L6
1.65' AND COMPACTED TO 95% RELATIVE COMPACTION PER SOILS N 001
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
SHALL BE SUBJECT TO PUBLIC WORKS INSPECTOR (R -VALUE = 55, T.I.
9.0)
12 CONSTRUCT CONCRETE SIDEWALK PER CITY OF BAKERSFIELD STANDARD
S-3. THE MINIMUM STRUCTURAL SECTIONS SHALL BE 0.33' P.C.C.
(520-C-2500) OVER 0.5' CLASS 2 BASE WITH THICKENED EDGE AT
PERIMETER PER SOILS REPORT. REBAR REINFORCEMENT SHALL BE #3 9
18" O.C. NATIVE SUBGRADE SHALL BE SCARIFIED TO A MINIMUM OF 1.0'
AND COMPACTED TO 95% RELATIVE COMPACTION PER SOILS REPORT.
SEE DETAIL "B", SHEET 5 FOR THICKENED EDGE DETAIL AND TYPICAL
CROSS SECTION CD z
13 CONSTRUCT CROSS GUTTER PER CITY OF BAKERSFIELD STANDARD ST -3.
CONTRACTOR SHALL MODIFY GUTTER PAN SLOPE TO BE 1.80%0 00 0 Ln
4-
MAXIMUM. CONTRACTOR SHALL EXTEND GUTTER PAN ON WEST SIDE AS m: 0
U�
SHOWN
on <
14 CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF BAKERSFIELD =$
STANDARD ST -1. WHERE CURB AND GUTTER EXISTS IN ACCESSIBLE PATH
OF TRAVEL, GUTTER PAN SLOPE SHALL BE ADJUSTED TO A MAXIMUM
SLOPE OF 1.5%. CONTRACTOR SHALL ADJUST GUTTER LIP, NOT THE co m
FLOWLINE ELEVATIONS Lu Lu
ca
6i 0
FURNISH AND INSTALL DETECTABLE WARNING SURFACE (TRUNCATED Ui Lu < Lij -i I
@ > Ln
Lu
DOMES) PER DETAIL "A", SHEET 5 1, of CLcco, Ln u 0 u
16 PAINT RIGHT TURN LANE SYMBOL PER CAMUTCD AND CITY OF _2
BAKERSFIELD STANDARDS
@ SAWCUT LINE. MATCH EXISTING IMPROVEMENTS
18 CONSTRUCT CASE "C" CURB RAMP PER CALTRANS STANDARD PLAN A88A G.
0
19 CONSTRUCT
PLAN A88A. REPLACE ONE WING OF THE RAMP WITH A CURB FOR ONE <Ln
1�0 E>
DIRECTIONAL TRAVEL V)
cl
NOTES 20 TO 96 NOT USED 0 LL
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. ift
CITY OF BAKERSFIELD SPR # 15-526
99 ONSITE IMPROVEMENTS PER SEPARATE PLANS TITLED "MOUNT VERNON
MARKET - PHASE 2" PREPARED BY CIVIL DESIGN STUDIO, INC. CITY OF
BAKERSFIELD SPR # 16-0396
C%4
LEGEND
I
11 AC PAVING
RADIUS
12 CONCRETE IN PEDESTRIAN AREAS
TANGENT
13 14 CONCRETE IN DRIVE AREAS
0000000
DETECTABLE WARNING SURFACE0000000
7.89'
C6 32.77
CURVE TABLE
CURVE# ILENGTH
RADIUS
DELTA
TANGENT
C5 15.54
37.00
0240 04' 14"
7.89'
C6 32.77
78.00
0240 04' 14"
16.63'
C7 43.98
28.00
1 0900 00- 00"
--------------------------
28.00'
SCALE: 1" = 20'
20 15 10 0 20 40
6.1-17741,
0 1 L -COB RECORDS No.
3
OF 5 SHEETS
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602 �.., masse �...,� �,,, .�,,, 602 � 602 �;,,...�---=--------------------•---------...._..---....-----------------------------------:-------------------------------------------------------------------------...---.._.__......_....._.........-_.._......�.......... 602 602---------------------------------.._.................--------.._................._.. _ _ _ 602 602 602 !��{{ .//�. �+
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SCALE: 1" = 20' HORIZONTAL, 1" = 10` VERTICAL SCALE: 1" = 20' HORIZONTAL,' 1" = 10' VERTICAL I SCALE: 1" = 20' HORIZONTAL, 1" = 10' VERTICAL 0-+
0C � c/? €n
614 614 as Q r€
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N WALL PER AKERSFIELD {N) WALL PER AKERSFIELD 598
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MT VERNON STA: 11+75 M T VERNON STA: 12+00 SCALE:1" = 20' HORIZONTAL, 1" = 10' VERTICAL N
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616 616 614 614 .
614 614 .614
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596 598 AKERSFIELD -CENTERLINE 598 598 IGHT OF WAY BAKERSFIELD 598 600 IGHT OF -WAY IGHT OF WAY 600 ,
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. 6.1-1774
1
J A ' B C D E F G H I i KI 11 L m N O COB RECORDS No. OF 5 SHEETS
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