HomeMy WebLinkAbout6.1-1692A.C. PAVING TESTING NOTES:
SP7-39.01
7-1. ASPHALT CONCRETE (TYPE 'A'). 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.
PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A
(MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF
SECTION 39-2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING.
ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED
ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED)
ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED
BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR
"STEAM -REFINED PAVING ASPHALTS," IN SEC11ON 92-1.02, "GRADES," OF THE STANDARD
SPECIFICATIONS.
THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY
THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS
PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE
ENGINEER.
AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE
ENGINEER'S REVIEW AND APPROVAL:
A. A LIST OF AGGREGATE AND ASPHALT SOURCES.
B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM
TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD
SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND
EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST
RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR.
C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH 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 D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS
OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME
AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD, THE
DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN.
WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING
PAVEMENT SHALL BE SAW CUT.
A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT
OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD
SPECIFICATIONS SHALL BE MET.
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.
PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS
OTHERWISE PERMITTED BY THE ENGINEER.
INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL
ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE
PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM
SMOOTH, TAPERED CONNECTIONS.
THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY:
A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR
B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY
BE SUBSTITUTED WITH PARAFFIN.
IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED.
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 OPERATIONS RESUME.
WHERE THE 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 THEA
L NES ARE OPENED TO PUBLIC TRAFFIC. AT
THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON
ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED
ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN
ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM
TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER
APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE
CONFORMS WHEN PAVING OPERATIONS RESUME.
ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL
DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE
WITH CALIFORNIA TEST 375.
IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER
THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE
REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR
BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING
OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE
ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE
TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE
REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE
DENSITY REQUIREMENTS.
IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS
EITHER LESS THAN 90% OR MORE THAN 969'x, 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.
THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE
ROADWAY.
IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE
TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH
EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN
ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK
SHALL BE AT THE CONTRACTOR'S EXPENSE.
IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES.
ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE
LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST
LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE
PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE
APPEARANCE. ABRASIVE GRINDING 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 DEVELOPER'S EXPENSE.
THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE
ENGINEER.
COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF
REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS.
SEWER PIPE INSTALLATION
SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT
SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILL.
HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL
TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING,
HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT
PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH
A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED.
PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE
BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR
AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND
GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE
AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE
SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE
CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE, AT TIMES WHEN WORK IS NOT IN PROGRESS,
OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED.
WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT
OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES
MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL
PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS.
SEWER PIPE INSTALLATION-CONT'D.
CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND
SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE
WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO
ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED
OR INCORRECTLY CUT.
PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED
AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE
UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER
EXALTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES"
OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION,
AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE
PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24
HOURS PRIOR TO ANY TESTING.
CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO
EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED,
AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND
BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO
REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT,
SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING
FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE.
SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD.
EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO
AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION
COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE
TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON
THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH
THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE
PAID AS SEWER FOR THE APPROPRIATE DIAMETERS.
SYSTEM TESTING
A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE
IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE
RECOMMENDATIONS OF THE MANUFACTURER.
PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT
DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING
360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED, THE VIDEO
INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL
AND DATE THE "CHAIN OF CUSTODY' FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF
ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED
VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES
THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS)
OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER
PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF
THE CITY.
WYE FITTINGS SHALL BE INJECTION MOLDED IN -UNE TYPE AND SHALL BE USED FOR ALL
LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE
HORIZONTAL PLANE RUNNING THROUGH THE CENTERUNE OF THE MAIN.
ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM
OF 4' BEYOND THE PROPERTY UNE OR RIGHT-OF-WAY UNE WITH 30" OF COVER AT FLOW LINE.
SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR RIGHT-OF-
WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1.
LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY UNE OR
RIGHT-OF-WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE.
ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED.
ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD
STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE
STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION,
CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY
OF BAKERSFIELD STANDARD DRAWING S-20.
MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR
PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE
BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON
KENT -SEAL, IN A GROOVED FOUNDATION.
BORED/JACKED PIP
CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE
INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE
TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH
SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE
CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE
BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH
OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL
LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS
SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF
BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING.
BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER,
CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE
PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL
ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON
THE PLANS.
UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE
PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION
SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING
SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS
APPROVAL.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL
TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR
UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF
WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR
SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH
SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE.
THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A
DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL.
ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID
PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE.
MINOR STRUCTURES
MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL
CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF
SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS
S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD
STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE
PLANS.
THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE
STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL
BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A
WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET
PLUMB.
LIST OF MATERIALS
ITEM
UNIT
QTY,
A.C. PAVING
TONS
325
CLASS II AGG. BASE
CUYD
184
SUBGRADE PREPARATION
CUYD
369
6" CURB AND GUTTER
LF
744
SIDEWALK
SF
1790
HANDICAP RAMP
EA
2
SAW CUT LINE
LF
488
STOP SIGN
EA
1
DRIVEWAY -6" THICK
SF
242
LED 100 WATT STREET LIGHT
EA
1
STRIPING DETAIL 38
LF
107
STRIPING DETAIL 39
LF
327
INTERCONNECT CONDUIT
LF
210
6" SDR35 PVC SEWER LINE
LF
88
INSIDE DROP MANHOLE CONNECTION
EA
1
SEWER PIPE BORE AND CASING
EA
SEE PLAN
Lu
DO
le
W
M�
w
W
STREET (� LENGTH
LF
463
STANDARD NOTES
1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD.
2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE
CONSIDERED PART OF THESE PLANS: CITY OF
'3T-1, ST -3, ST -6, ST -9, ST -10, ST -11, T-19
SW -3, SW -4, SW -5, SW -9, W-7
3. PAVING FOR ASHE ROAD SHALL BE: KERN
�0.45' TYPE "A" A.C. OVER 0.40' CL 2 AGGREGATE BASE
OVER '
1.65COMPACTED O.G., O.G. TO BE COMPACTED
TO 93% RELATIVE DENSITY PER C.O.B. STD. ST -9.
4. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B.
STANC ARDS ST -1.
5. INSTAL 5.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE
NOTED PER COB ST -3.
6• ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET
1/4" 3ELOW PAVEMENT GRADE.
7. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING
DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600.
8. WARN NG/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS
WITH 1AWKINS M2G SERIES BOLT AND VANDAL 'ROOF NUT ASSEMBLY OR
EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN
SIDEWALK 6" FROM BACK.
9. AN OPEN STREET PERMIT SHALL BE OBTAINED F"ROM THE CITY OF BAKERSFIELD
PUBLIC: WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED
STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT,
SECUFITY BASED ON AN ARDROVED ENGINEER'S ESTIMATE FOR THE WORK
PERFCRMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED
PRIOR TO ISSUANCE OF THE PERMIT.
10. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR
ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO
SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL
FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS
BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTON, LATEST EDITION.
AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE: WITH
THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE
SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95%
OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557.
11. SUBGFADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT
STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY
REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED
TO WI'HIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM
DRY DENSITY IN ACCORDANCE WITH ASTM D-1557.
12. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE
NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED &Y THE
CITY ENGINEER.
13. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION
INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-2049
14. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL
PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY
ON SI`_E AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF
THIS SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID
PLAN.
15. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VI=RIFY THAT
CONDFIONS CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS.
SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMI''TED TO THE
CITY FOR APPORVAL 10 DAYS PRIOR TO PAVING.
16. CONTRACTOR SHALL PROVIDE_ TRAFFIC CONTROL ALONG CITY STREETS
FOR TIE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS ANC
HOUDAYS. TRAFFIC CONTRCL SHALL CONFORM TO THE GUIDELINES OF
THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL
OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES"
AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL
BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC
CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START
OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY
CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN
APPROVED BY THE CITY ENGINEER.
17. PUBLIC STREET LUMINAIRES ARE TO BE "LED" AS SPECIFIED IN C.O.B. SPECIAL
PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE:
HOLOLPHANE LVUI SERIES;
LEO TIEK GCI SERIES;
CREE <SP SERIES OR APPRCVED EQUAL.
18. CONTRACTOR TO OBTAIN ENCROACHMENT PERMIT FROM KERN DELTA WATER DISTRICT
PRIOR TO ANY CONSTRUCTION WITHIN KERN DEL -A EASEMENT
19. KERN DELTA TO BE INCLUDED IN PRE -CONSTRUCTION CONFERENCE
PHONE (661) 834-4656
BASIS OF BEARINGS:
THE BEARING 0' SOO'48'12W, SHOWN FOR "HE CENTERLINE OF ASHE ROAD PER PARCEL MAP NO. 11263
PHASE 1, FILED FOR RECORD IN BOOK 55 OF PARCEL MAPS AT PAGES 110 AND 111 IN THE OFFICE OF THE
KERN COUNTY F'ECORDER, WAS USED AS THE BASIS OF BEARINGS HEREON.
BENCH MARK:
CHISELED "0" CN TOP OF CURB, WESTERLY FLOWUNE OF ASHE ROAD, APPROXIMATELY 160 FEET NORTH OF
RAILROAD TRAC<S.
ELEVATION = 369.37' (CITY DATUM)
NOTES,
NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED
BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILITY
FOR UNDERGRCUND UTILITIES NOT SHOWN OR FOR INFORMATION
DERIVED FROM ANY OUTSIDE SOURCES.
INDEX OF SHEETS
SHEET TITLE
1. OVER SHEET
2. ;TREET IMPROVEMENT, SEWER
AND STRIPING PLANS
7 8 0 9 10
WHITE
PILANZ
Cl
__/z
a
18 17 15 a'
RC,JECT SITE ��
w o� Q
� o
19 2D o 21 ti ow 22
o 0 Z!:R:RISPANAMA LsoN
TJOS R2 E
30 29 28 = 27 z
McCUTCHENQ En
Flr T
ROAD
VICINITY (NAP
NO SCALE.
B llkKERSFIELD
CALIFORNIA
OFFSITE STREET IMPROVEMENT
AND SEA"ER PLANS
4901 ASIHE ROAD
BAKERSFIELID, CALIFORNIA
C.U.P. 13- 0163
�,H�..a�Ca,�,.n.�.,�.,.._ WDID NO.SFi�cs�i872
,I
I
KEY MAP
SCALE: 1"=50'
I0
sLd
l7"
NOTE: 1. A PRE -CONSTRUCTION CONFERENCE WILL BE
REQUIRED FOR THIS PROJECT. CONTACT THE
CONSTRUCTION DIVISION AT (661) 326-3106
OR (661) 326-3049 AT LEAST 10 WORKING
DAYS PRIOR TO THE DESIRED START OF
CONSTRUCTION TO SET UP AN APPOINTMENT
FOR THE PRE -CONSTRUCTION CON-ERENCE.
2. PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION DEPARTMENT SHALL BE GIVEN
48 HOURS NOTICE. TELEPHONE 326-3049
3. ALL MATERIALS SUPPLIED FOR THIS PROJECT
WILL REQUIRE A CERTIFICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS & STANDARDS
SET FORTH BY THE CITY OF BAKERSFIELD HAVE
BEEN MET.
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR
UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND
BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS,
AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT (REQUIREMENTS
OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF
THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE
CORRECTED DURING CONSTRUCTION.
i
APPROVED BY: ROC3ER A. MCINTOSH R.C.E. 33322
EXP. 6-30-16
'-w I _,e_ae
ROVED BY: KERN DELTA i
(STINE CANAL
\
APPROVED BY:
DISTRICT
16- p- /,�_
DATE
cfl l3 1-
DATE
NICOLAS 0. FIDLER PUBLIC WORKS DIRECTOR DATE
R.C.E. 61069 EXP. 12-31-1(o
REVIEWED BY:-- -
ASSISTANT PUBLIC WORKS DIRECTOR
REVIEWED BY: /'' ' - � - �_ _ I`1 ! J' f ty
TRAFFIC ENGINEER
WO(DDMERE DRIuE
DIG LERT
iaall: TOLL FREE
1-1300-227-2600
AT FEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
CITY RECORDS NO.:
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J J J J Y4- o EASEMENT PER DOC. NO. oo po _`nes v
\ N p o '� U z � 0215017267 DATED 06 J ~ J J J
\z 00 o "' "' N m SEE 2/13/15, O.R. "' 9's C 7 z " c, `> L`
wQ (6 't' a J SEPARATE SEE JJ J� Y� �0 06 0Zz 0606
J J = J -� uj J U W GRADING PLAN SEPARATE 0ii 0_i L� o a w w `n \q'3 O F `� o
0 �� �� �� v o¢ J oi06 GRADING PLAN 0n0r ma o� 0�,m0x sn MM
ca�0 - ��Q �� ca ca mm of z� + EL _j ++
gjzZ 0600 Oi OO (6 \ W W �� +I M� W T) n <cn ¢l=i U-) <U¢2 MM
C> m0', r- r- On d[n0 ++ y 0- �� a0 _j m� WH
mU ) NN Z cp cO Z fit") Z c0 f7( ++ ¢ ++ Q a
Qf X I -f\ OCD 00 00 p O r7M t I r,�j ,�-� In� D!tWt��W HO ZZOQ
mYW ++ O_ ++ 0_ NN a- N �' I""i m' Z �M 4(n0 (nW WW(,n� V)v)
UQ2 W ;3 1;3 W In W rh \ U ¢¢ I Cj ¢¢
z 3 U -r w cn ri I ADDITIONAL R/W i w (~i� (~i� w F
w o Q Q z z Z tl DEDICATION PER m v' 0n
> m(n� v>cn ¢ LI) L11 ¢ cn0n ¢ <n N DOC. N0.AaKERER a
SEE 1 0215017266 DATED
o pSE�� DETAIL "1" 5 R1= 2/13/15, OR
3 18 16 L.S. I I a
w 14 Ex. L.S. 2 19 1 2 R/W
1 1
ICNA� n rEr 1 2 3 __ _5 7 �o
w I _ .. �. �\R/W ONNECT - - _ 19 _ NO OF CONC. a�
s2�c/ �. � 1 _ f DEWALx a
r -
O 1 O . ,, + ELEC rc 'E (370.0) - - - ---- CD
E aE
EhDt;&G
-------.. T I 1 -EX EDGE :,E ?AVEMENT 4 ENC 1 u
-- -- - r- - �-� _ _ r7 EX. C&li � 1
- -� -� ---- --- = - - - - - 00 •
' _� 11
4 18 N - - - ao
1 1 1
I � CL NEW DRIVEWAY --------------- -- _____C-
" STA. 32+41.60, F.L.
�t50 32+00 _ _A 1.33+00 }, '
" 16.29'
N00'48'12"E- 3s+o0 _ �s+oa
_ N - - - _ ^481 E
_. _
CONIC. MON. W/ BRASS CAP ( n" �'� `� EX ME AN CURB !-
731.42'
STAMPED "LS 5332" IN I -- - s . X_ v SEWER app "TYPICAL s__ I I - SEX 30" SFwF 8 9 I EX. RR
LAMPHOLE PER P.M. BOOK 55, O ¢ N GUY Wes; NEW 8" WATER � - XING ARM
PAGES 110 & 111 ` EX. CONC. WTH STEEL CASING I
�� 3C < CULV SEE SEPARATE
�� OFFSITE WATER PLAN _ 0° N I NE COR. SEC.
---
_ --
- ---EX. 16" WATE 0 � 3 7
�3 --- _.ZU N V) 12
1, 0 2
= N � J
¢ J W ' >-J P
m w
CURVE TABLE
CURVE RADIUS
LENGTH TANGENT
DELTA
H1-30.00'
2 30.00
_ 47.12'_ 3_0.00'
90'00'00"
47.12 30.00'
90100'00"
VERTICAL 1" = 5' w 0n v) 0D v) 0 N
382
-r - -
_ - --T -- - 382
50.Ob' T
I VERT. CURVE I
380-- N - 380
O I N O
N O O i O O Z M
378 °' m 0) 0 p co CD to t- - - _ 378
00 \ 00CID CD
00 t > e W N W WOf J
ro
w 00 r, w w 0>o UD Gjw
376 U j > j ,� v - - 376
~ J J J ! cn C» a) W U w 4m cn cr;t0 tG ED f Y CO j CO \ p H O
W W W 06 M M r O Q r- M M M CS W Of w W O Q. U N M
�() - n � N CID d� �J ^ wmYW +
374
z: CIS °' - W W W w ►= � w �m �w Q M 374
mUN N Z to Z O + J J J + W + w W f W I. m Zw ,7U r7 - H U�U 1
z_ 3 U r� J M J N ®PEASOT�EDGE OF ADE c N Q �� ci \ `t 1 a ''' vs.. Q 0¢ Q. o o W m a I
O-' X^ O 00 O M W W W M U O > U
Uw + a+ w a 4 V a > ww E -U > Q ZZOaH.
372 w �' N; m m� moo_ W W W 372
Z:5 e u ¢ z 'e PAVEMENT m U) M w v~i a6 0n r� _ _ - - - - - - - - - - ---
_ - _ - _- -
W _ E.- Z _ _ _ _
m(n� a, ¢ V) ¢ -I- - - - - -- -- -- ----- - - --- _ - 1$=1.1
- -
370L- I - --- - - _ �. � _ __ _ .7sx. _ E
==s--- 370
- - w S=0.20%
---- S S=-1.25 5=1.51% I I
--- S=0 94� PROPOSED WEST FLOWLINE I
368 s=o•g4% APRROXIMATE GRADE
tS=1.0% PROPOSED WEST FLOWLINE 0 VEST
EDGE OF - I - -- - 368
EX.
FLOW -INE
366 - - + -}- 366
364 --- . .1 -.. - --- --1-- - - - -- -- --- -- -- -- _ . --- - 364
I I I I
I
'I
362 - - - + , EXITING �'X ' --- -- - - -- -•- + - - - I I - --- ` i --- - - - -- 362
E ! CU4VERT BO
360 -61, --- ----
360
358 _ - 358
31+00 32+00 33+00 34+00 35+00 36+00 37+00
ONSITE R/W
LANDSCAPE AREA
I
t2'�i-I
6'
I
I
2%MIN.
4:1 MAX. 2%
PROPOSED 5.5' WIDE
SIDEWALK
PROPOSED CURB
& GUTTER
VARIES
55-68'
±19.7' 2' 10
z
W ¢
w
w EXISTING r
PAVEMENT
L-0.45' A.C. PAVING
1.15' AGG. BASE "
0.90' COMPACTED O.G. TO
95% RELATIVE DENSITY.
SECTION A
SCALE: NONE 2
LEGEND:
O~
\
,d. Vw) w 0
¢ U
ASHE ROAD
V)
ZW
0
Of
ow z
O pW
Gv
0 -i
BEGIN VERTICAL CURVE
a�
+
�Nm
mM
STA. 31+50.00 TO STA. 36+35.46
Z
M
Z
0 co
SCALE: HORIZONTAL 1" 50'
BEGIN CURVE G.B.
GRADE BREAK
0
~ w
UJ
=
x00
POINT OF INTERSECTION TP
TOP OF PAVEMENT
d
VERTICAL 1" = 5' w 0n v) 0D v) 0 N
382
-r - -
_ - --T -- - 382
50.Ob' T
I VERT. CURVE I
380-- N - 380
O I N O
N O O i O O Z M
378 °' m 0) 0 p co CD to t- - - _ 378
00 \ 00CID CD
00 t > e W N W WOf J
ro
w 00 r, w w 0>o UD Gjw
376 U j > j ,� v - - 376
~ J J J ! cn C» a) W U w 4m cn cr;t0 tG ED f Y CO j CO \ p H O
W W W 06 M M r O Q r- M M M CS W Of w W O Q. U N M
�() - n � N CID d� �J ^ wmYW +
374
z: CIS °' - W W W w ►= � w �m �w Q M 374
mUN N Z to Z O + J J J + W + w W f W I. m Zw ,7U r7 - H U�U 1
z_ 3 U r� J M J N ®PEASOT�EDGE OF ADE c N Q �� ci \ `t 1 a ''' vs.. Q 0¢ Q. o o W m a I
O-' X^ O 00 O M W W W M U O > U
Uw + a+ w a 4 V a > ww E -U > Q ZZOaH.
372 w �' N; m m� moo_ W W W 372
Z:5 e u ¢ z 'e PAVEMENT m U) M w v~i a6 0n r� _ _ - - - - - - - - - - ---
_ - _ - _- -
W _ E.- Z _ _ _ _
m(n� a, ¢ V) ¢ -I- - - - - -- -- -- ----- - - --- _ - 1$=1.1
- -
370L- I - --- - - _ �. � _ __ _ .7sx. _ E
==s--- 370
- - w S=0.20%
---- S S=-1.25 5=1.51% I I
--- S=0 94� PROPOSED WEST FLOWLINE I
368 s=o•g4% APRROXIMATE GRADE
tS=1.0% PROPOSED WEST FLOWLINE 0 VEST
EDGE OF - I - -- - 368
EX.
FLOW -INE
366 - - + -}- 366
364 --- . .1 -.. - --- --1-- - - - -- -- --- -- -- -- _ . --- - 364
I I I I
I
'I
362 - - - + , EXITING �'X ' --- -- - - -- -•- + - - - I I - --- ` i --- - - - -- 362
E ! CU4VERT BO
360 -61, --- ----
360
358 _ - 358
31+00 32+00 33+00 34+00 35+00 36+00 37+00
ONSITE R/W
LANDSCAPE AREA
I
t2'�i-I
6'
I
I
2%MIN.
4:1 MAX. 2%
PROPOSED 5.5' WIDE
SIDEWALK
PROPOSED CURB
& GUTTER
VARIES
55-68'
±19.7' 2' 10
z
W ¢
w
w EXISTING r
PAVEMENT
L-0.45' A.C. PAVING
1.15' AGG. BASE "
0.90' COMPACTED O.G. TO
95% RELATIVE DENSITY.
SECTION A
SCALE: NONE 2
LEGEND:
u
_ u
\
ABBREVIATIONS
f O
F.L.
FLOWLINE P.o.V.C.
POINT ON VERTICAL CURVE
C.L.
CENTERLINE B.V.C.
BEGIN VERTICAL CURVE
ELEV.
ELEVATION E.V.C.
END VERTICAL CURVE
B.C.R.
BEGIN CURB RETURN P.I.
POINT OF INTERSECTION
E.C.R.
END CURB RETURN P.R.C.
POINT OF REVERSE CURVATURE
B.C.
BEGIN CURVE G.B.
GRADE BREAK
E.C.
END CURVE TC
TOP OF CURB
P.I.V.C.
POINT OF INTERSECTION TP
TOP OF PAVEMENT
-_..-Z ~~
OF VERTICAL CURVE FC
FINISH CONCRETE
P.O.C.
POINT ON CURVE T.O.M.
TOP OF MANHOLE
P/L
PROPERTY LINE R/W
RIGHT-OF-WAY
E.P.
EDGE OF PAVEMENT M.H.
MANHOLE
EX.
EXISTING INV.
INVERT
C/G
CURB & GUTTER S/W
SIDEWALK
IRR
IRRIGATION FH
FIRE HYDRANT
XFL
EXISTING FLOWLINE XEP
EXISTING EDEGE OF PAVEMENT
C.O.B.
CITY of BAKERSFIELD
t�
II
�I
CONSTRUCT HAN`)ICAP RAMP PER C.C.B. STANDARD ST -19.
EXISTING SURVEY MONUMENT AS DESCRIBED
-+-
FURNISH & INSTALL STREET SIGN
PER K.C.D.S. PLATE T-1.
-
FURNISH & INSTALL PUBLIC STREET LIGHT. PUBLIC STREET
LIGHT LUMINAIRES ARE TO BE "LED"
AS SPECIFIED IN C.O.B.
SPECIAL PROVISIONS SECTION 86-6.01.
SPECIAL PROVISIONS SECTION 86-6.01
OF WHICH MODELS INCLUDE:
PROPOSED WATER LINE
HOLOLPHANE LVUI SERIES;
®
SAWCUT EXISTINh E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER.
LEO TEK GCI SERIES;
EXISTING INTERCONNECT BOX TO BE RELOCATED.
CREE XSP SERIES OR APPROVED EQUAL.
R1-1
FURNISH & INSTALL "STOP" SIGN
PER C.O.B. STANDARD.
EXISTING
MEDIAN
Th 9
R VALUE: 34
CSI
CONC. MON. W/ BRASS CAP I
STAMPED "LS 5332" IN LAMPHOLE
PER PARCEL MAP NO. 11263 PHASE 1,
P.M. BOOK 55, PAGES 110 & 111
I
TAPER DATA NO. O
STATION
u
_ u
\
58.00LT.
f O
O J
o�0 U?
w
57.35LT.
35+68.18
J J
35+75.68
UW JJ
$3 Zz
0606
p�rnrn
....',.�
NN
mUEn
48.59LT.
36+28.18
++ ZOO
UJw
47.97LT.
®
0
CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1
15
�I
1.
-- -- -
-_..-Z ~~
CURVE NUMBER FOR CURVE DESCRIPTION
[]
CSI
CONC. MON. W/ BRASS CAP I
STAMPED "LS 5332" IN LAMPHOLE
PER PARCEL MAP NO. 11263 PHASE 1,
P.M. BOOK 55, PAGES 110 & 111
I
TAPER DATA NO. O
STATION
OFFSET FROM
35+45.68
58.00LT.
35+53.18
57.81 LT.
35+60.68
57.35LT.
35+68.18
56.56LT.
35+75.68
55.47LT.
36+05.68
50.47LT,
36+13.18
49.38LT.
36+20.68
48.59LT.
36+28.18
48.13LT.
36+35.68
47.97LT.
F GPS
N
Ln' EXISTING
U CULVERT
LLI i --N
F
aLL O (7
N
r J M}�
EXISTING ` z
CU'LVERI' ¢ `n cn
'n NEW DRIVEWAY
SEE PLAN VIEW
I
EXIST.
ZCURB & I PROPOSED CURB & GUTTER
GUTTER I AND SIDEWALK
NEW 2" GAS LINE BY OTHERS EXISTING BOX
CULVERT
w w
FLCVIAGE AND DRAINAGE
EASEMENT PER DOC. NO.
)215017267 DATED
J 3 ? 2/13/15, O.R.
CD w
rn w p O O w o w J p O p J
M o to O t!-) 0 0 00 p o O p0
(n J r l W d -� d J O _ I LLd W O O
C.7 W U ¢ J Z J ¢ J r J ¢ w J Z J Z J =i J O O
o I-- _
~ cv N M ai - Qi O� �
Z 21
00 G. r n F- M I� I J wIn
� W w
WO Z00 H00 ZO �O Z_1.0 wm I H� �Or70 .0-
__j Z U C)
C:,
X M O O +ti O tea¢ + W+ W+ Q C» ci) G
W w 0_ + p+ [L N � N D_ +~ M 0 --'p 0+ J 0) Q
C¢ w r-) M UJ n w r7 w M o -- _� Z M Z M w raj �[i O
-- - Q N CD a 0 a,,� 0 d Q" � o d 4DDIT10NAL R/W a s 1 a I`) Q+ �_�
\ ¢ cn z Z �- R1- DEDICATION PER ` m v~) m v~i z TYP. 1 w + w o ¢z
c 0~i� w c`-i� `. a v~i.. ¢ cn w N DOC. NO. Y 1 2 R/W w 0n o o �a
�U 1 2 R/W 0215017266 DATED ` - - - - - 6 o o a m
0n 2/13/15, O.R. z
l
- -
-
Lj cn
10 DETAIL 38 I LL
_ z
DETAIL 39 �sm N FUTURE DETAIL 9 iv DETAIL 39 N wa
CID Ln
N wN \--EXISTING DETAIL 9 TO REMAIN ��+
31+50- � 32+00 3+pp -s
- 311. �> • 3-I - - - - -- - +�- 36+00 _ __ 16.29
°- N00 4812E _ _ -- T
- -=- -��
0 35 c .
r J o -- - - 731.42'
0 0
0 0 o
cn rn °'
Q Q J w NE COR. SEC.
W " w " 21, 30/27
W p O (mD- (0
cn
00 0 + nrn
_
O m 2+ N W)
0 o W � ¢
Lj
CD z
J O Q Z ¢ Ln
F-
CD `u' ASHE ROAD
I 'IRIPING PLAN
STA. 31 +5L1.00 TO STA. 36+35.46
SCALE: HORIZONTAL 1" = 50'
374
372
370
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
APR AMATE IINISHIED
DETAIL
I
PER
DOC. No. 94-174551 O.R.
I
AS SHOWN
GRAD.
ALONG
ROP
WIDE PACIFIC GAS & ELECTRIC CO. EASEMENT PER
12
1 -
�
BK.
SEWER
LINE
HEADWALL
CONSTRUCTION NOTES:
CONSTRUCTION NOTES-CONT'D.:
CONNECTION TO PVC LINED SEWERLINE OR MANHOLE
PACIFIC RAIL ROAD RIGHT-OF-WAY PER BK. 47,
®
0
CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1
15
�I
1.
THI= CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE
,i
CURVE NUMBER FOR CURVE DESCRIPTION
[]
KERN
DELTA WATER DISTRICT'S STINE CANAL EASEMENT,
EACH SIDE (TOTAL OF 42') PER C.O.B. STD. ST -5 AT STA. 32+41.48, C.L.
DIAMETER OF THE CONNECTING LINE. THE CORED HOLE SHALL BE DESIGNED TO CUT A
1,
I,
11
® EASEMENT LEGEND
O
CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER C.0.3. STD ST -3
16
SEE SEPARATE OFFSITE WATER PLAN FOR DETAILS.
HO -E WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER.
s PROPOSED TO SEWER LINE
I,
1,
I,
i
I
o to
® ITEM OF WORK - SEE SCHEDULE
t�
II
�I
CONSTRUCT HAN`)ICAP RAMP PER C.C.B. STANDARD ST -19.
17
I
2.
PR!OR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC
- - - - - - - - PROJECT BOUNDARY
�1-
1,
I,
I,
T-
SPECIAL PROVISIONS SECTION 86-6.01.
I
LIIJER AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC
PROPOSED WATER LINE
O TAPER NUMBER FOR TAPER DESCRIPTION
®
SAWCUT EXISTINh E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER.
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EXISTING INTERCONNECT BOX TO BE RELOCATED.
LINER MANUFACTURER'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL
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EXISTING UTILITY POLES TO BE RELOCATED BY OTHERS.
C.0.6. STD. W- FOR
EXTEND INTERCONNECT LINE TO PROJECT BOUNDARY FOR FUTURE
-
PIPE BORE AMY------
- -- - FURNISH &INSTALL INTERCONNECT CONDUIT
SECTION LETTER
I CASING DETAIL.
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GRADING PLAN
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FOR CONNECTION
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BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE
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THI= CONNECTING LINE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO 'T IS
INSTALL 88.41 L.F. OF
6" SDR35 PVC SEWER
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DENSITY PER C.O.B. STANDARD. THICKNESS IS BASED ON PAVEMENT
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SECTION B
SCALE: NONE 2
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CALF-OF'1A !
Tper tti P P_4. _- WOR -5 DEPAR-NEN'
NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS [ CITY OF BAKERSFIELD STREET RIGHT-OF-WAY DEDICATION
ALL PERMANENT STRIPING & PAVEMENT MARKINGS 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER PER BK. 6456, PG. 78 O.R.
TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD CALTRANS STANDARD SPECIFICATION SECTION 84, 2010 EDITION. E21 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY DEDICATION
SPECIFICATION SECTION 84, 2010 EDITION.
11
DETAIL
1
PER
DOC. No. 94-174551 O.R.
AS SHOWN
PER PLAN.
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SCALE: 1'
WIDE PACIFIC GAS & ELECTRIC CO. EASEMENT PER
12
TAPERED DOWN NEW SIDEWALK TO AVOID EXISTING CONCRETE
�
BK.
6395, PG. 1049 O.R.
LEGEND (CONT.)
HEADWALL
CONSTRUCTION NOTES:
CONSTRUCTION NOTES-CONT'D.:
CONNECTION TO PVC LINED SEWERLINE OR MANHOLE
PACIFIC RAIL ROAD RIGHT-OF-WAY PER BK. 47,
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CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1
15
CONSTRUCT 32' WIDE COMMERCIAL DRIVEWAY WITH 5' WING ON
1.
THI= CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE
EXISTING SEWER MANHOLE
CURVE NUMBER FOR CURVE DESCRIPTION
[]
KERN
DELTA WATER DISTRICT'S STINE CANAL EASEMENT,
EACH SIDE (TOTAL OF 42') PER C.O.B. STD. ST -5 AT STA. 32+41.48, C.L.
DIAMETER OF THE CONNECTING LINE. THE CORED HOLE SHALL BE DESIGNED TO CUT A
L0
® EASEMENT LEGEND
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CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER C.0.3. STD ST -3
16
SEE SEPARATE OFFSITE WATER PLAN FOR DETAILS.
HO -E WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER.
s PROPOSED TO SEWER LINE
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® ITEM OF WORK - SEE SCHEDULE
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CONSTRUCT HAN`)ICAP RAMP PER C.C.B. STANDARD ST -19.
17
FURNISH AND INSTALL LED 100 WATT STREET LIGHT PER C.O.B.
2.
PR!OR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC
- - - - - - - - PROJECT BOUNDARY
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SPECIAL PROVISIONS SECTION 86-6.01.
5
LIIJER AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC
PROPOSED WATER LINE
O TAPER NUMBER FOR TAPER DESCRIPTION
®
SAWCUT EXISTINh E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER.
C8>
EXISTING INTERCONNECT BOX TO BE RELOCATED.
LINER MANUFACTURER'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL
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BE: SEALED TO THE PVC BOOT WITH SIKA 449/203 PRIMER AND SIKA FLEX IA
--- -- --- RIGHT-OF-WAY
SECTION DESIGNATION:
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EXISTING UTILITY POLES TO BE RELOCATED BY OTHERS.
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EXTEND INTERCONNECT LINE TO PROJECT BOUNDARY FOR FUTURE
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- -- - FURNISH &INSTALL INTERCONNECT CONDUIT
SECTION LETTER
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EXISTING TRAFFIC DELINEATORS TO BE REMOVED.
TRAFFIC SIGNAL CONNECTION TO THE NORTH.
NOTES:
3.
TFII-- PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGLY TO THE OUTSIDE WALL OF
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THI= CONNECTION.
- -' Tiff - FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT
TR3=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=No. 6 SIZE
- - - - -
2
O7
SIDEWALK TO BE WIDENED TO CREATE 4' CLEARANCE FROM
1.
FOR WATER - SEE SEPARATE OFFSITE WATER PLAN FOR DETAILS.
4.
THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS
SHEET WHERE SECTION IS SHOWN
In
EXISTING UTILITY POLE.
2.
"A"
ASHE ROAD -PAVEMENT TO BE 0.45 TYPE A A.C. OVER 0.50 AGG.
PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION.
CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE,®
CONTRACTOR TO VERIFY LOCATION AND INVERT ELEV. OF
BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE
5.
THI= CONNECTING LINE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO 'T IS
TO BE PAINTED PER CALTRANS STANDARD PLAN A24A
EXISTING UTILITIES, E.G. SEWER, WATER, DRAIN, BEFORE
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DENSITY PER C.O.B. STANDARD. THICKNESS IS BASED ON PAVEMENT
FLUSH WITH THE INSIDE WALL OF THE RCP.
"STOP" MARKING PER CAL -TRANS STANDARDS
CONSTRUCTION AND NOTIFY ENGINEER OF DISCREPANCIES.
CONSTRUCTED ON THE EAST SIDE OF ASHE ROAD IN CONNECTION WITH
6.
THI= BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN
O9
CONSTRUCT INSIDE DROP CONNECTION ON EXISTING MANHOLE
DERELL'S STORAGE PROJECT.
00
PVC
EQUAL APPROVED BY THE CITY ENGINEER.
"BIKE LANE" MARKING PER CAL -TRANS STANDARDS
FOR PROPOSED 3" SEWER - SEE C.O.B. STANDARD DETAIL
E;4SEMENT
LEGEND:
U
C3
SW -3 THIS DRAINING
NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS [ CITY OF BAKERSFIELD STREET RIGHT-OF-WAY DEDICATION
ALL PERMANENT STRIPING & PAVEMENT MARKINGS 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER PER BK. 6456, PG. 78 O.R.
TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD CALTRANS STANDARD SPECIFICATION SECTION 84, 2010 EDITION. E21 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY DEDICATION
SPECIFICATION SECTION 84, 2010 EDITION.
11
REMOVED EXISTING CURB & GUTTER/SIDEWALK AND RECONSTRUCT
PER
DOC. No. 94-174551 O.R.
AS SHOWN
PER PLAN.
[j
55'
WIDE PACIFIC GAS & ELECTRIC CO. EASEMENT PER
12
TAPERED DOWN NEW SIDEWALK TO AVOID EXISTING CONCRETE
�
BK.
6395, PG. 1049 O.R.
HEADWALL
- SEE DETAIL "1" THIS DRAWING.
C1
SOUTHERN
PACIFIC RAIL ROAD RIGHT-OF-WAY PER BK. 47,
13
FURNISH &
INSTALL "STOP" SIGN PER C.O.B. STANDARC.
R
PG.
356 OF DEEDS & PER BK. 63, PG. 5 OF DEEDS.
14
PROTECT IN
PLACE EXISTING DRIVEWAY.
[]
KERN
DELTA WATER DISTRICT'S STINE CANAL EASEMENT,
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FEET PER BOOK 128, PAGE 284
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