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STORM DR41N MANHOLE
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24" RCP STORM DRAIN
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PHASE 1 AND PHASE TO ARE INTEN
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CITY OF BAKERSFIELD
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2 SHEET INDEX
3 NOTES & LEGEND
4 BOSHAM COURT STA 9+60.70 11+96.62
4 GUSSAGE COURT STA 9+60.68 11+96.61
5 - MERSEYSIDE COURT STA 10+05 - 12+31.28
5 - RUGBY COURT STA 10+05 - 12+80.30
6 - MACCLESFIELD STREET STA 8+58.01 - 17+77.95
7 - HARTLEPOOL AVENUE STA 10+00 - 19+50
8 - HARTLEPOOL AVENUE STA 19+50 - 25+38.42
9 - KIDLINGTON COURT STA 9+58 - 16+00
10 - DROITWICH SPA STREET STA 8+71.24 - 17+61.26
11 - WARWICKSHIRE AVENUE STA 9+63.09 - 18+00
12 - WARWICKSHIRE AVENUE STA 18+00 - 25+15.36
13 - WARWICKSHIRE AVENUE CATCH BASINS
14 - WARWICKSHIRE AVENUE CATCH BASINS
15 - WARWICKSHIRE AVENUE CATCH BASINS
16 - MADISON STREET STA 10+00 - 17+50
17 - MADISON STREET STA 17+50 - 22+81.62
18 MADISON STREET CATCH BASINS
19 CRAWLEY COURT STA 9+94.65 - 11+96.14
20 PANAMA LANE STA 16+48.49 - 26+50
ENGINEER'S CERTIFICATE
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER
MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF,
COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND
DESIGN CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS
OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS,
OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND
DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE
CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED
PLANS SUBM17TED TO THE CITY ENGINEER.
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CENTERLINE OF SOUTH UNION AVENUE, AS SHOWN ON SURVEY INVESTIGATION
MAP NO. 7-1, BOOK 6, PAGE 84 FILED IN THE KERN COUNTY SURVEYOR'S
OFFICE WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON.
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12A
%JIINITARY SEWER AND STORM DRAIN STANDARD NOTES
1. ALL SANITARY SEWER IMPROVEMENTS SHALL BE PER CITY OF BAKERSFIELD EXCEPT AS NOTED HEREIN.
2. DO NOT INSTALL MANHOLE STEPS IN THE MANHOLES.
3. ALL DROP MANHOLES SHALL BE OF THE OUTSIDE DROP TYPE PER CITY OF BAKERSFIELD STANDARD DETAIL SW-3.
4. ALL PIPELINES AND TRENCHES SHALL BE BACKFILLED PER THE CITY OF BAKERSFIELDS STANDARD DETAIL ST-12 (1.4.2.6).
5. SECTION 1.4. 1, CITY OF BAKERSFIELD STANDARDS.- ALL MATERIAL THAT IS TO BECOME A PERMANENT PART OF ANY SANITARY SEWER OR APPURTENANT STRUCTURE,
SHALL CONFORM TO THE REQUIREMENTS FOR THE PARTICULAR MATERIAL AS SET FORTH IN THESE SPECIFICATIONS. THE CONTRACTOR SHALL SUPPLY ANY AND ALL
CERTIFICATES OF COMPLIANCE, CERTIFIED TESTS RESULTS, OR SHALL PERFORM TESTS AS REQUIRED TO ASSURE THE CITY ENGINEER THAT THE MATERIAL BEING
INCORPORATED INTO THE WORK HAS MET THE REQUIREMENTS AS SPECIFIED. REQUESTS TO USE MATER14LS NOT LISTED IN THESE STANDARDS SHALL REQUIRE
SPECIAL CONSIDERATION AND APPROVAL OF THE CITY ENGINEER.
6. SECTION 1.4.2, CITY OF BAKERSFIELD STANDARDS.- ALL PIPE OR CONDUITS SHALL BE OF THE SIZE, MATERIAL AND STRENGTH AS SHOWN ON THE PLANS. ALL PIPE
AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. ALL PIPE SHALL BE
DESIGNED TO WITHSTAND ALL INTERNAL OR EXTERNAL LOADS APPLIED. SUPPORTING STRENGTH OF CONDUITS AS INSTALLED TO SAFELY CARRY IMPOSED GRAVITY
LOADS AND SUPERIMPOSED LOADS (INCLUDING A SUITABLE FACTOR OF SAFETY) SHALL BE DETERMINED BY USE OF MARSTON FORMULA. AS PER CHAPTER IX
(STRUCTURAL REQUIREMENTS) ASCE MANUAL OF ENGINEERING PRACTICE NO. 37. ALL PIPE OR CONDUITS SHALL BE OF THE SAME MATERIALS BETWEEN STRUCTURES.
7. SECTION 1.4.2.2 ROLY VINYL CHLORIDE PIPE (PVC -
A) MATERIALS. PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE ASTM SPECIFICA77ON 03034 AND FOR SDR35. PIPE AND FITTINGS SHALL BE
HOMOGENOUS THROUGHOUT AND FREE FROM CR4CKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS.. FITTINGS SHALL BE INJECTION MOLDED
AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES,' CUT -IN FITTINGS ARE NOT PERMITTED.
B) JOINTS.- USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE
PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD.
C) INSTALLATION. PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM 02321, ONLY CLASS 1, 11, ///, EMBEDMENT M47ERIALS WILL BE
CONSIDERED SUITABLE
D) JOINT DEFLECTIONS FOR PVC SEWER PIPE IN CURVILINEAR ALIGNMENT SHALL NOT BE DEFLECTED GREATER THAN 1 DEGREE PER MANUFACTURER'S
RECOMMENDATIONS.
8. SECTION 1.4.2.5 LATERALS AND
A) ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4- IN DIAMETER EXCEPT AS NOTED ON,PLANS.
SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE.
8) WYE FITTINGS SHALL BE IN -LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE
THE HORIZONTAL PLAN RUNNING THROUGH THE CENTERLINE OF THE MAIN.
C) ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG SOLVENT WELDED.
9. SECTION 1.4.3, MANHOLES AND CLEANOUTS (L-AMPHOLM ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD
DRAWINGS SW2 AND SW-2A AND SECTION 70-1.02H AND 70-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF
TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING SW-5.
10. THE SUBDIVIDER AND CONTRACTOR SHALL MAINTAIN DUST CONTROL ABOUT THE SITE OF WORK.
11. CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 7 DAYS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL PRESERVE SURVEY MONUMENTS AND BENCH MARKS,
WHICH MAY NOT BE DISTURBED WITHOUT PRIOR APPROVAL FROM THE CITY.
12. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION
MAY BE NOTIFIED AT (661)326-0349.
13. ALL MANHOLE COVERS SHALL BE A MINIMUM OF 0.5' BELOW AGGREGATE BASE UNTIL COMPLETION OF PAVING. ADJUST ALL MANHOLES AND VALVE BOXES TO FINISH
GRADE AFTER PAVING JS COMPLETED.
14. ALL SANITARY SEWER LATERALS SHALL BE EXTENDED 4' BEYOND PROPERTY LINE AND MARKED WITH A LATERAL MARKER PER C17Y STD. SIN-1, AND WITH A 3- HIGH
"S" ON TOP OF CURB. MINIMUM COVER FOR SEWER LATERALS AT THE GUTTER FLOWLINE SHALL BE 2.5' AND AT 7HE PROPERTY LINE SHALL BE 2.25". WATER
SERVICES SHALL BE MARKED WITH A "W" PROVIDE A MINIMUM OF 1' SEPARATION BETWEEN WATER SERVICE TAPS.
15. CONTRACTOR SHALL SUBMIT A STORM WATER MANAGEMENT PLAN TO MITIGATE IMPACTS OF SOIL EROSION OFF -SITE, AND SHALL OBTAIN AN NPDES CONSTRUCTION
PERMIT FROM THE CENTRAL VALLEY RWQCB. SUBMIT A COPY OF THIS PERMIT TO THE CITY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP OF SOIL
EROSION FROM THE SITE THROUGHOUT THE ONE YE4R WARRANTY PERIOD FOLLOWING CITY ACCEPTANCE OF THE IMPROVEMENTS.
16. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF BAKERSFIELD STANDARD SPECIFICATIONS, DETAILS AND THESE PLANS AND
SPECIFICATIONS. IN ANY CONFLICT BETWEEN SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL APPLY.
1Z CONTRACTOR SHALL NOTIFY THE DEVELOPER'S ENGINEER OF ANY AND ALL CONFLICTS BETWEEN CONTRACT DRAWINGS AND THE ACTUAL SITE CONDITIONS PRIOR TO
COMMENCING ANY WORK IN QUESTION.
18. CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION SURVEY STAKES AND PROPERTY LINE MARKERS WHEN REASONABLY POSSIBLE. ANY STAKES OR MARKERS
REQUIRING REPLACEMENT BY THE DEVELOPER'S ENGINEER SHALL BE DONE AS "EXTRA WORK".
19. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS, INSPECTIONS, AND MATERIALS TESTING. PRIOR TO THE START OF ANY PHASE OF CONSTRUC770N, THE
CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE CITY MAY BE N077FIED AT (661) 326-3049
20. CONTRACTOR SHALL NOTIFY DEVELOPER'S ENGINEER 3 WORKING DAYS (MIN.) PRIOR TO WORK REQUIRING STAKING FOR PROPER SCHEDULING.
21. CONTRACTOR SHALL EXPOSE ALL EXISTING PIPELINES OR OTHER UNDERGROUND OBSTRUCTIONS TO VEPIFY THAT THERE ARE NO GRADE CONFLICTS PRIOR TO LAYING
ANY GRAVITY PIPELINES UPSTREAM OF SAID PIPELINES OR OBSTRUCTIONS. FAILURE TO DO SO RELIEVES THE ENGINEER FROM FURTHER RESPONSIBIL17Y FOR SAID
CONFLICT.
22. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCA77ONS BASED UPON RECORD INFORMATION AVAILABLE TO THE
ENGINEER AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE
ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN.
23. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST 2 WORKING DAYS IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES. CALL "UNDERGROUND
SERVICE ALERT- (U.S.A.) AT 811. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN
ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATION SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY
LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED AND
MERGED IN THE CONTRACT UNIT PRICE.
24. ALL EXISTING REMAINING UTILITIES AND REMAINING IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY
RESTORED TO THE SATISFACTION OF THE LOCAL AGENCY ENGINEER, AT THE CONTRACTOR'S SOLE EXPENSE.
25. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE HERETO IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE
CONTRACTOR SHALL CONTACT "QUAD KNOPF ENGINEERING, INC.- AT (661) 616-2600 FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
26. THE SUBDIVIDER AND CONTRACTORS SHALL INSTALL AND MAINTAIN PROTECTION AROUND STORM DRAIN INLETS DURING CONSTRUCTION TO PREVENT INFILTRATION OF
MUD AND DIRT INTO THE STORM DRAIN SYSTEM.
27 COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER AND LOCATION OF THE REQUIRED TESTS SHALL BE DETERMINED BY THE CITY
ENGINEER.
28. IN THE EVENT SEWER PIPE IS CONSTRUCTED ON ALIGNMENTS NON -CONCENTRIC TO CURVED EASEMENT OR STREET CENTERLINES, ANY NON-METALLIC SEWER LINE
SHALL HAVE A NO. 10 BARE SOFT COPPER DETECTOR WIRE PLACED OVER THE PIPE LINE PRIOR TO BACKFILLING. THE DETECTOR WIRE SHALL BE BROUGHT UP TO
THE MANHOLE FRAMES AT THE END OF THE PIPELINE
29. MANDREL TESTING AND PRESSURE TESTING OF THE MAIN LINE SHALL BE PERFORMED PER THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, SECTION 1.3.2.1
AND 1.3.2.2. 24 HOUR NOTICE SHALL BE REQUIRED FOR TEST AND INSPECTION.
30. ALL STATIONING IS BASED UPON STREET CENTERLINE UNLESS STATED OTHERWISE.
31. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL LINES SHALL BE INSPECTED WITH WDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED
BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABIL17Y OF ROTATING 360, IN ORDER TO WEW AND RECORD THE TOP AND SIDES OF THE
PIPE AS REQUIRED. THE VIDEO, INSPECTION SHALL BE WITNESSED BY THE CITYS CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF
CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY C17Y OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A
RECORDED VIDEO CASSETTE, COMPLETED "CHAIN OF CUSTODY" FORM, AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STA710NING 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 OF THE SYSTEM, THE VIDEO CASSETTE, FORMS, AND LOGS SHALL BECOME THE PROPERTY OF THE CITY.
32. STORM DR41N - ALL STORM DR41N PIPE SHALL BE REINFORCED CONCRETE PIPE, BELL AND SPIGOT WITH RUBBER GASKETED JOINTS.
33. ALIGNMENT.
WHENEVER POSSIBLE, SEWER LINES SHALL BE LAID OUT IN A STRAIGHT LINE BETWEEN STRUCTURES. CURVED SEWER LINES WILL BE ALLOWED UNDER THE
FOLLOWING CONDITIONS.
A) ALL CURVE DATA SHALL BE SHOWN ON THE PLANS.
B) MINIMUM RADIUS OF CURVATURE AND JOINT DEFLECTIONS SHALL BE AS RECOMMENDED BY THE PIPE MANUFACTURER AND APPROVED BY THE CITY ENGINEER.
ALIGNMENTS SHALL BE CONCENTRIC TO THE STREET EASEMENT OR CENTERLINE.
C) ALL DEFLEC77ONS SHALL BE AT THE PIPE JOINTS OR BY SPECIALLY MITERED PIPE SECTIONS. ACTUAL BENDING OF THE PIPE WILL NOT BE ALLOWED.
D) A MANHOLE SHALL BE CONSTRUCTED AT THE B.C. AND E.C. OF ALL CURVES.
E) IN THE EVENT SEWER PIPE IS CONSTRUCTED ON ALIGNMENTS NON -CONCENTRIC TO CURVED EASEMENT OR, STREET CENTERLINES ANY NON-METALLIC SEWER
LINE SHALL HAVE A NO. 10 BARE SOFT COPPER DECTOR WIRE PLACED OVER THE PIPELINE PRIOR TO BACKFILLING. THE DETECTOR WIRE SHALL BE BROUGHT
UP TO THE MANHOLE FRAMES AT EACH END OF THE PIPELINE.
F) IDENTIFICATION TAPE, DESIGNED FOR USE ON SEWERS, SHALL BE PLACED ON TOP OF THE SEWER MAIN ALONG ITS ENTIRE LENGTH. IDEN77FICATION TAPE
SHALL ALSO BE PLACED ON THE TOP OF SEWER LATERALS EXTENDING FROM ONE FOOT ABOVE THE SEWER MAIN TO THE RIGHT OF WAY LINE.
34. ANY ABANDONED OIL WELL UNCOVERED DURING GRADING ACTIVITIES SHALL BE RE -ABANDONED ACCORDING TO THE STATE OF CALIFORNIA, DEPARTMENT OF
CONSERVATION DIVISION OF OIL, GAS, AND GEOTHERMAL RESOURCES REQUIREMENTS.
35. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING
ACCEPTED STREET RIGHT-OF-WAY, UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK
PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT
36. WYE FITTINGS SHALL BE INJEC77ON MOLDED IN -LINE TYPE, SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MIN. OF 23* ABOVE THE
HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE F77TINGS SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A
STANDARD PLASTIC PLUG, SOLVENT WELDED.
3Z FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE.
38. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE.
GENERAL NOTES
LEGEND
1.
24 HOUR NOTICE WILL BE REQUIRED FOR TESTS AND INSPECTIONS.
@
FOUND MONUMENT
2.
ALL CONSTRUC71ON SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION AND STANDARDS PERTAINING
THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF.
BA
BACK OF DRIVE APPROACH
3.
ALL CONSTRUC71ON WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD
STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. ALL REFERENCES To
BD
BRASS DISK
SECTION 90 OF THE CALTRANS STANDARD SPECIFICATIONS SHALL REFER TO THE CALTRANS STANDARD SPECIFICATIONS DATED JULY 1992.
THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A
BLDG
BUILDING CORNER, * GARAGE
COPY FOR HIS USE
BSW
BACK OF SIDEWALK
4.
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE THE CITY
CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. THE SECTION MAY BE N077FIED AT (661)326-3049.
C
CONCRETE
5.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND IMPROVEMENTS, WITHIN THE AREA OF THE STREET
RIGHT-OF-WAY, HAVE BEEN COMPLETED PRIOR TO THE START OF AN CONSTRUCTION PAVING.
CBOX
CHRISTY BOX
6.
STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE LOT LINE AND WHERE THEY HAVE BEEN INDICATED
CHZL
CHIZELED CONTROL
ON THESE PLANS. THE CONTRACTOR SHALL ENSURE THAT ALL LIGHTS AND SIGNS ARE PROPERLY INSTALLED PER C.O.B. STD. NO. ST-23
& T_ 1.
CMH T
COMMUNICATION MANHOLE, AT&T
7.
THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION, AN OPEN STREET PERMIT SHALL BE
OBTAINED FROM THE C17Y OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISUNG, ACCEPTED STREET RIGHT-OF-WAY
CONDUIT
CONDUIT STUB, PVC
UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED
WITHIN THE STREET RIGHT-OF-WAY AND INSUR4NCE, AS REQUIRED, SHAH BE APPROVED PRIOR TO ISSUANCE OF A PERMIT
CR
CROWN
8.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING� DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION.
DW
DOMESTIC WELL
DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. QUAD KNOPF
MUST BE N077FIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.
DWY
DRIVEWAY
9.
EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING, TO AVAILABLE RECORDS. THE ENGINEER IS NOT
RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH
ELEC BOX
ELECTRICAL PULL BOX
OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.; 811) SHALL, BE CONTACTED AT L64ST TWO
WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION.
EP
EDGE OF PAVEMENT
10.
ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED, OR UNDERCUT B ' Y CONTRACTOR'S OPERATIONS SHALL BE
ER
EDGE OF ROAD
REPAIRED OR REPLACED AT THE CONTRACTOR'S, EXPENSE, AS DIRECTED BY THE ENGINEER, AND APPROVED BY THE GOVERNING AUTHORITY.
I
FH
FIRE HYDRANT
11.
IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONS/ B/LITY OF THE OWNER OR
CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FUR774ER WORK.
FL
FLOW LINE
12.
THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND
FUNCTIONAL PRODUCT
FLDI
DRAIN INLET AT FLOW LINE
13.
ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND
FENCE, BARBED WIRE ON TOP OF CRITTER FENCE
SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO
COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION.
FENCE, CHAIN LINK
14.
NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE
EXPENSE OF THE CONTRACTOR.
FENCE, WOOD
15.
IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS- IS ACCOMPLISHED BY
GAS LINE, UNDERGROUND
ANYONE OTHER THAN THE CONSULTANT, THE CLIENT, OWNER AND CONTRACTOR AGREE TO HOLD THE,CONSULTANT HARMLESS AND
RELEASE THE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS.
GASMK
GAS MARKING, KERN OIL REANERY
16.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
YELLOW FEATHER UNLESS OTHERWISE NOTED
OF CONSTRUC77ON OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
GATE
GATE, SWING, PIPE
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
GB
GRADE BREAK
17.
IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN
GUY
GUY ANCHOR
OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WR17TEN REQUEST FROM AN INTERPRETATION OR A CORRECTION THEREOF,
PRIOR TO FILING HIS BID PRICE FOR THE PROJECT.
GV ic
GAS VALVE
18.
QUAD KNOPF WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES
TO THESE PLANS MUST BE APPROVED IN WRITING BY QUAD KNOPF.
HP
HINGE POINT
19.
SEE WATER AND SANITARY SEWER & STORM DRAIN IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT.
IP
IRON PIPE
20.
ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE
IRRVLV
IRRIGATION VALVE
REPAIRING ANDIOR UPGRADING AS PER CITY ENGINEER.
21.
NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORKING IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A
IVB FIRR�
IRRIGATION BOX
SUBDIVISION PERMIT HAS BEEN OBTAINED.
KCS
KERN COUNTY SURVEYOR
LH
LAMPHOLE
CONNECTION
SEAL TO PVC LINED SEWER LINE
LIGHT
LIGHT, STREET
OR MANHOLE,
LIP
LIP OF GUTTER
MBS
MAIL BOX, SINGLE
1.
THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CONNECTING LINE. THE CORED
HOLE SHALL BE DESIGNED TO CUT A HOLE WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINEAR.
MKG
MARKING, AS NOTED
2.
PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC LINER AROUND THE PIPE AT THE CORED HOLE SHALL
OG
ORIGINAL GROUND
BE CLEANED PER THE PLASTIC LINE MANUFACTURER'S RECOMMENDATION. THE END OF THE CONNECTION LINE SHALL BE SEALED TO THE
PVC BOOT WITH S/K4 4491203 PRIMER AND SIKA FLEX 1A SEUNT OR AN APPROVED EQUAL.
P
PAVEMENT
3.
THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGGLY TO THE OUTSIDE WALL OF THE CONNECTION.
4.
THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER THE PLASTIC LINER MANUFACTURER'S
RECOMMENDATION.
5.
THE CONNECTION LINE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO IT IS FLUSH WITH THE INSIDE WALL OF THE RCP.
6.
THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL APPROVED BY THE CITY ENGINEER.
mp w
CONTRACTOR TO COORDINATE WITH THE PROJECT ENGINEERISURVEYOR FOR
PRESERVATION AND OR PERPETUATION OF ALL EXISTING SURVEY MONUMENTS WHICH
CONTROL SUBDIVISIONS, TRACTS, PROPERTY, BOUNDARIES, STREETS, HIGHWAYS, OR
OTHER RIGHT-OF-WAY EASEMENTS. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10
WORKING DAYS NOTICE TO PROJECT ENGINEERISURVEYOR PRIOR TO DISTURBANCE OR
REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEERISURVEYOR SHALL PROVIDE
CORNER 77ES AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR
PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. CONTRACTOR SHALL
CONSTRUCT THE REPLACEMENT MONUMENTATION PER CITY STANDARDS AND CONTACT
THE PROJECT ENGINEERISURVEYOR FOR VERIFfCATION.
CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING
MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, BOUNDARIES, STREETS, HIGHWAYS, OR
OTHER RIGHT-OF-WAY, EASEMENTS, OR PROVIDE SURVEY CONTROL WHICH WILL BE
DISTURBED OR REMOVED DUE TO CONTRACTOR'S WORK. CONTRACTOR SHALL PROVIDE A
MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO
DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEERISURVEYOR SHALL
COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS
MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR
PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771.
CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE
DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC
CONTROL 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.
(OE)
POWER LINE, OVERHEAD
PP
-0-
POWER POLE
PP-TP
-0-
POWER POLE & TELEPHONE POLE
PPT
-0-
POWER POLE WITH TRANSFORMER
STORM DRAIN LINE
SDMH
(D
STORM DRAIN MANHOLE
vJ6
SIGN, AS NOTED
SNSIGN
+
SIGN, STREET
SQ
SQUARE
(ss)
SANITARY SEWER LINE
SSMH
G
SANITARY SEWER MANHOLE
SP
0
STAND PIPE
STUB
STUB, 2- STEEL PIPE
STUMP
STUMP, TREE
SW ---
SWALE
TA
TOP OF DRIVE APPROACH
TC
TOP OF CURB AT BACK,
TCAR
TOP OF CURB AT ACCESS RAMP
TCDI
DRAIN INLET AT TOP OF CURB
TELBOX
TELEPHONE BOX, ABOVE GROUND
TELEPHONE LINE, AT&T, UNDERGROUND
TELMK
TELEPHONE MARKING, AT&T
TOE
TOE OF SLOPE
TOP
TOP OF SLOPE
TREE
TREE
TV BOX
TELEVISION BOX, ABOVE GROUND
UP
cob,
UTILITY/SERVICE POLE
vp
0
VENT PIPE
WALLB
BASE OF WALL
WALLR
TOP OF RETAINING WALL PLUS WOOD FENCE
WALLTR
TOP OF RETAINING WALL PLUS 6.85' WALL
WATR
WATER
WATRWELL
WATER WELL
WLUG
WATER LINE, UNDERGROUND PIPE DISCHARGE TO
CANAL
WM EB WATER METER
WV WATER VALVE in
0
ui
TRACT PROPERTY BOUNDARY >
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11 V gwl�
INSTALL TYPE 'W CATCH BASIN & GUTTER
DEPRESSION PER CITY OF BAKERSFIELD
STANDARDS D-14 & D-17. LENGTH =
CATCH BASIN OPENING 1" ON STD. D-14
OR AS SHOWN ON PLANS.
INSTALL PIPELINE, BACKFILL AND
COMPACTION PER CITY OF BAKERSFIELD
STANDARD ST- 12.
INSTALL PRECAST CONCRETE MANHOLE,
FRAME & COVER PER CITY OF
BAKERSFIELD STANDARDS SW-2, SW-J &
SW-6.
CONSTRUCT 4" PVC BUILDING SERVICE
SEWER LATERAL PER CITY OF BAKERSFIELI
STD. SW- 1.
STUB FOR FUTURE CONNECTION AND
INSTALL TEMPORARY CLEANOUT PER
04 vrvc171rI I* C1,11/_ 9
rA
74V1MW67"1A,rU I",, WT
SEE SHEET9
N=qz1:q
1. ALL STATIONING 7S BASED ALONG STREET CENTERLINE UNLESS
OTHERWISE NOTED.
2. STATION AND OFFSET PROVIDED FOR SEWER LATERALS IS AT
THE END OF THE PIPE.
REMOVE PLUG AND CONNECT TO EXISTING.
REMOVE TEMPORARY CLEANOUT FROM
SERVICE.
INSTALL CLEANOUT PER BAKERSFIELD
sw-5.
6
67 68 69
49 48
29
28
STUB AND PLUG FOR FUTURE CONNECTION.
REMOVE PLUG AND CONNECT TO EXISTING.
06
00
o6 c1q
P ASE ONE WLL
R/W k
C4 00 10
tc 0 04 WA LL
R//Wvv
R/W
0�
ca b
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R/W
R/W WALL
2h
CONSTRUCT OUTFALL STRUCTURE PER CITY
OF BAKERSFIELD DETAIL D-10.
14- Lo I
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SOO* 28' 53"Iff, 364' OF 10 '10 SDR 35
. .. . ..... - .
SOO* 32' 28"W, 220' OF 1010 SOR35
k I u Z)zn�)
(10" ss)- (10" S�)-
(10" ss) (10" ss) (10 ss)- ------ -
SOO 36' 26"Iff, 228' OF 10 10 SDR35
U) wx SO 1 58' 35"W, 280' OF 10,10 SDR35
(I o ss) klo-- ss)
I CIL-\
0immemommommm
(10" ss)-
u'-j MADISON STR OFFSITE SEWER PER KERN
__EET STA 15+46.63= HIGH SCHOOL DISTRICT PLANS
KIDLINGTON COURT, STA 15+99. (10" ss)
(10" ss)
Ir �E7 66 32' 35"W, 280' OF 10"0 SDR35
7'7*STA
--I M muit" I ammmmmmma mommmms
STA 10+00-M .00'
1MQ+OC
0 mommommusum sommmmmoom ONMI ONMI Immomigs mm mmmmmmmmm
om sn� -RD 3D-
! mmm MMF2"m mm
RD ......... . ...
SOO* 32' 35"Iff, 280' OF 2410 RCP
PHASE TWO MADISON STREET A 12+66.6J (8 ss)
ST -(8" ss)
SOO' 32' 35-W, 226' OF 2470 RCP -
/_A (8" ss)
'00
SOO' 32' 35"W, 24
(8" ss)
(8",- �s)
ku
(8" ss) (8.. ss)
S<)-WARWICKSHIRE AVENUE, STA 16+ .74
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