HomeMy WebLinkAbout1.2-7317 Ph A, B & C RevisionsREVIEWED BY:
THEODORE D. WRIGHT C 33710
APPROVED BY:
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BENCHMARK JSED:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF PADDINGTON STREET
AND STOCKDALE RANCH DRIVE.
ELEVATION = 350.57 (CITY DATUM) PER TRACT 7240-2
Kt� CHMARK SET:
SET NAIL ON TOP OF CURB AT EAST SIDE OF THE SOUTHEAST CURB RETURN AT THE
INTERSECTION OF' STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE.
ELEVATION = 356.49 (CITY DATUM)
BASIS OF BEARINGS:
THE BEARING OF NORTH 89'27'57" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF
SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY)
PER PARCEL MAP 12062-1 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 76 IN THE OFFICE OF THE
KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP.
PARCELS A AND B OF PARCEL MERGER NO. 16-0182 PER CERTIFICATE OF COMPLIANCE
RECORDED ON SEPTEMBER 2, 2016 AS DOCUMENT NO. 000216120378 OF OFFICIAL RECORDS;
ALSO BEING A DIVISION OF A PORTION OF SECTION(S) 3 AND 4, IN TOWNSHIP 30 SOUTH, RANGE
26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN,
STATE OF CALIFORNIA.
VICINITY MAP
NO SCALE
a No "Al
Fe",
ITWNFIr�
ESTIMATED OUA.NTiTIES FOR PLAN
CHECK AND INSPECTION FEE CALCULATIONS.
NOT TO BE USED FOR BIDDING PURPOSES.
SEWER
21" SEWER MAIN 2,067 LF
8" SEWER MAIN 340 LF
PVC LINED SEWER MANHOLES 7 EA
ADJUST MANHOLES TO FINISH GRADE 7 EA
TIE-IN(S) 1 EA
STORM DRAIN ccNSTrcuuxQa r�wA C
18" R.C.P. STORM DRAT -- ` a24LF`/
TYPE "A" CATCH BASINS 2 EA
STORM DRAIN MANHOLE 2 EA
ADJUST MANHOLE TO FINISH GRADE 2 EA
OUTLET STRUCTURE 1 EA
TEMPORARY SUMP CHAIN-LINK FENCE 1,215 LF
SHEET N�INDEXN�INDEX
C7 TITLE SHEET
�T GENERAL NOTES
�� 4� PLAN AND PROFILE
STATION 49+53 TO 59+00
(a) PLAN AND PROFILE
STATION 59+00 TO 69+00
PLAN AND PROFILE
STATION 69+00 TO 75+42
C SUNAPEE DRIVE
MONTPELIER COURT
SAN BUENAVENTURA STREET
BROOKLINE DRIVE
O PROPOSED SUMP DETAIL
LUM
Q SHEET INDEX NUMBER UNDERGROUNDSERVICEALERT
(s ss#12 SEWER MANHOLE W/NUMBER OF SOUTHERNCAFORAA
P
(D) SO$12 STORM DRAIN MANHOLE W/NUMBER
,a, c8#12 CATCH BASIN W/NUMBER
PROPOSED SEWER MAIN
u
PROPOSED STORM DRAIN s
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SD— EXISTING STORM DRAIN
TMH- TOP OF MANHOLE ELEVATION
INV.-- PIPE INVERT ELEVATION DIA. TOLL FREE 1-80822726N
(E,S,N,W)- (EAST, SOUTH, NORTH, WEST) AT LEAST TWO DAYS HEFORE YOU DIG
P.V.C.- POLYVINYL. CHLORIDE
t = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY
ALL LENGTHS PRIOR TO BIDDING THIS PROJECT
R.C.P.- REINFORCED CONCRETE PIPE
R.G.J.- RUBBER GASKET JOINT
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NO SCALE
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ITWNFIr�
ESTIMATED OUA.NTiTIES FOR PLAN
CHECK AND INSPECTION FEE CALCULATIONS.
NOT TO BE USED FOR BIDDING PURPOSES.
SEWER
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ADJUST MANHOLES TO FINISH GRADE 7 EA
TIE-IN(S) 1 EA
STORM DRAIN ccNSTrcuuxQa r�wA C
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TYPE "A" CATCH BASINS 2 EA
STORM DRAIN MANHOLE 2 EA
ADJUST MANHOLE TO FINISH GRADE 2 EA
OUTLET STRUCTURE 1 EA
TEMPORARY SUMP CHAIN-LINK FENCE 1,215 LF
SHEET N�INDEXN�INDEX
C7 TITLE SHEET
�T GENERAL NOTES
�� 4� PLAN AND PROFILE
STATION 49+53 TO 59+00
(a) PLAN AND PROFILE
STATION 59+00 TO 69+00
PLAN AND PROFILE
STATION 69+00 TO 75+42
C SUNAPEE DRIVE
MONTPELIER COURT
SAN BUENAVENTURA STREET
BROOKLINE DRIVE
O PROPOSED SUMP DETAIL
LUM
Q SHEET INDEX NUMBER UNDERGROUNDSERVICEALERT
(s ss#12 SEWER MANHOLE W/NUMBER OF SOUTHERNCAFORAA
P
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,a, c8#12 CATCH BASIN W/NUMBER
PROPOSED SEWER MAIN
u
PROPOSED STORM DRAIN s
-- -S--- EXISTING SEWER MAIN Aa a
SD— EXISTING STORM DRAIN
TMH- TOP OF MANHOLE ELEVATION
INV.-- PIPE INVERT ELEVATION DIA. TOLL FREE 1-80822726N
(E,S,N,W)- (EAST, SOUTH, NORTH, WEST) AT LEAST TWO DAYS HEFORE YOU DIG
P.V.C.- POLYVINYL. CHLORIDE
t = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY
ALL LENGTHS PRIOR TO BIDDING THIS PROJECT
R.C.P.- REINFORCED CONCRETE PIPE
R.G.J.- RUBBER GASKET JOINT
CB- CATCH -BASIN
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REVISIONS APP90VED B
FRED V. PORTER, R. .E. N0.33S48 DATE
/ v7
DANIEL PADILLA, R.C.E. NO. 67008 DATE
L�I:i A 1:7x��1��75liir![�)rt�
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 RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE
PROVIDED PRIOR TO ISSUANCE OF A PERMIT,
CITY INSPECTION N_( IE
NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN ENCROACHMENT
PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED.
STOCKDALE HIGHWAY
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/ v7
DANIEL PADILLA, R.C.E. NO. 67008 DATE
L�I:i A 1:7x��1��75liir![�)rt�
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 RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE
PROVIDED PRIOR TO ISSUANCE OF A PERMIT,
CITY INSPECTION N_( IE
NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN ENCROACHMENT
PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED.
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DATE
1129/2017
PA JOB No.
2709L
SHEET
OF 7 SHEETS
GENERALNOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF
BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE
DOCUMENTS SHALL BE MADE A PART HEREOF.
2. ALL CONSTRUCTION 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 DATED 2010. THESE
STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND
THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE.
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF
CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE
EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT
AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S
ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED
PRIOR TO ISSUANCE OF A PERMIT.
4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY
CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE
SECTION MAY BE NOTIFIED AT (661) 326-3049.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT
THE BUILDING SITE PRIOR TO CONSTRUCTION. 00 NOT SCALE DRAWINGS. WRITTEN DIMENSIONS
ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER &
ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS.
6. 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 OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT
(U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO
ANY CONSTRUCTION OR EXCAVATION.
7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S
EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE
RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY
PRIOR TO ANY FURTHER WORK.
9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND
SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE
REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED
AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION
WILL BE ALLOWED FOR SUCH CORRECTION.
11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR
OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER
OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF
ENGINEER IN RESPONSIBLE CHARGE.
12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING
EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION
PLAN IMPLEMENTATION AND THE 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 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.
13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND
SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL
SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO
FILING HIS BID PRICE FOR THE PROJECT.
14. PORTER & ASSOCIATES, INC. 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 PORTER & ASSOCIATES, INC.
15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL
RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF
THIS PROJECT.
17. NO PUBLIC WORKS INSPECTIONS 'MEL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS
IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED.
18. NOTE CONTRACTOR SHALL STAMP AND "S" INTO CURB FACE OVER EACH SEWER LATERAL.
19, 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.
COB SEWER SPECIEICATIONS
1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD
SUBDIVISION DESIGN MANUAL. AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER.
2- ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF
THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE,
3. PVC PIPE INSTALLATION:
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS
D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE
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FROM CRACKS, 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 RECOMMENDATIONS. 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 D2321.
ONLY CLASS I OR 11 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE.
4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS B SHALL CED
E PLACED
ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE
PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE.
5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER
C.0.6- STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS.
o WYE -FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE RAL USED FOR ALL LATERAL
E
CONNECTIONS AND SHALL 6E ROTATED A MINIMUM OF 23" AND A MAXIMUM OF 45' ABOVE
THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS
ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD
PLASTIC PLUG (SOLVENT WELDED).
7. 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. .
8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD
DRAWINGS SW -4 AND SW -5 AND SECTION 70-1.02H AND 71--1.07 OF THE STANDARD
SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST
EDITION.
9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD
STANDARD DRAWINGS SW -6.
10. SYSTEM TESTING:
INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE
SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND
ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST
AND INSPECTION.
11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED
WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY
ENGINEER. 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
INSPECTIONS SHALL BE WITNESSED BY 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 OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME
THE PROPERTY OF THE CITY.
CONNECTION SEAL TO PVC LINED SEWER LINE OR MANHOLE
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 LINER.
2. PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC LINER
AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER
MANUFACTURER'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL BE SEALED
TO THE PVC BOOT WITH SIKA 449/203 PRIMER AND SIKA FLEX 1A SEALANT OR AN
APPROVED EQUAL.
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 RECOMMENDATIONS.
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.
COB STORM DRAIN NOTES
1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE
FOLLOWING:
A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III
(ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD
SPECIFICATIONS. (SEE GENERAL NOTE 2)
B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION
65-1.06 OF THE STANDARD SPECIFICATIONS.
C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65
OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2)
D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE
CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN
ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED.
IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE.
COB TRENCHING NOTA;
1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE
CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE.
2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND
COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22,
3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPLACED IN ACCORDANCE NTH THE CITY OF BAKERSFIELD DRAWING SI -6-
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES, IF TRENCHES OR
PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER
AT THE CONTRACTOR'S EXPENSE.
5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION.
6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE
PIPE ZONE. CLASS I BACKFILL. IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%.
7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND
LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF
RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARCED TO THE CONTRACTOR.
NOTE TO CO NTRACTO
R
ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE
WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL
RINGS.
CITY
STANDARD
PLATES
1.
THE
FOLLOWING CITY
OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A
PART OF
THESE PLANS.
(CONTRACTOR TO
OBTAIN LATEST EDITION, 10-26-89, THEREOF UNLESS
OTHERWISE NOTED)
CITY
STD. No.
DESCRIPTION
CITY STD.
No, DESCRIPTION
SW -1
SEWER LATERAL MARKER
❑
D-6
LANDSCAPED CONSTRUCTED CHANNELS
❑
SW -2
TRENCH SECTION FOR CONCRETE ENCASED PIPE
❑
D-7
RIGHT OF WAY FOR CONSTRUCTED CHANNELS
❑
SW -3
PAVEMENT PATCHES
❑
D-8
RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS
5W-4
MANHOLE, TYPE "A
❑"
D-9
PIPE SADDLE DETAIL
SW -5
FRAMES & COVER FOR MANHOLES & CLEANOUTS
❑
D-10
SIDEWALK UNDERORAIN
®
SW --6
6" CLEAN OUT
®
D-11
DRAINAGE BASIN
SW -7
HOUSE CONNECTION WITH VCP SADDLE
®
D-12
CHAIN LINK FENCES
❑
SW -8
INDUSTRIAL SAND TRAP
D-13
CHAIN LINK GATES
❑
SW -10
SAND TRAP
D-14
CATCH BASIN, TYPE "A"
❑
SW -11
HOUSE CONNECTION WITH CAST IRON SADDLE
❑
D-15
CATCH BASIN, TYPE "A-1"
❑
SW -12
SEWER LIFT STATION VALVE BOX
®
D-16
GUTTER DEPRESSIONS
❑
D-1
INTENSITY VS. DURATION CURVES
❑
D-17
JUNCTION BOX
❑
D-2
RATIONAL METHOD RUNOFF COEFFICIENTS
❑
D-18
MANHOLE, TYPE "B"
❑
D-3
CHANNEL PROTECTION
❑
D-19
DRAINAGE WELL, TYPE "B"
❑
D-4
CHANNEL PROTECTION
®
ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS
❑
D-5
RIGHT OF WAY FOR NATURAL CHANNELS
❑
ST -6
DATED 1/11/99 PAVEMENT PATCHES
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E PA JOB No. 2709L
SHEET
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COB RECORDS No. OF 7 SHEETS'.
CONSTRUCTION
„MOTES
O
INSTALL PVC LINED SEWER MANHOLE
O
INSTALL SEWER CLEANOUT
+
INSTALL SEWER
--
INSTALL STORM DRAIN
�?
INSTALL STORM DRAIN MANHOLE
Z w'
INSTALL TYPE "A" CATCH -BASIN
— - - ^^-
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— Ex s —
EXISTING SEWER
---EX SD--
EXISTING STORM DRAIN
--�L----''--
EXISTING EDGE OF PAVEMENT
SD
STORM DRAIN STATION
SS
SANITARY SEWER STATION
ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED.
ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED.
ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN.
ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER
FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE.
® 90' WIDE STREET RIGHT-OF-WAY DEDICATION (STOCKDALE RANCH DRIVE) TO THE CITY OF BAKERSFIELD
PER PARCEL MAP 12062-1 RECORDED FEBRUARY 22, 2016 IN HOOK 60 OF PARCEL MAPS, AT PAGE 76
IN THE OFFICE OF THE KERN COUNTY RECORDER. I
wmm
FRED W. PORTER, R.C.E. NO. 33448 DATE
DANIEL PADILLA, R.C.E. NO. 67008 DATE
2 n
NAPPROXIMATE DESIGN GRADE
ABOVE STORM DRAIN
r 12" WATER \
(r X-iNG \
\ NTT} LF 18"
CL -3 RCPW/RGJ
\ STORM DRAIN 0 4.007
� � l CONSTRUCT OUTLET
\ STRUCTURE PER C.O.B.
STD. DWG. D-11
18" INV N -E=
345.47
NOTE A�STORMDRAINTO BE te" INv N=27" SWR INV= CONSTRUE V' 338.35
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RCP STORM DRAIN
STORM DRAtN O 0.209; 342.48
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i I
1
NOTE: ALL STORM DRAIN TO BE
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� 2Y' SWR INV=
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PROPOSED SUMP 8
SEE SHEET 7 N v
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DATE 11/29/2017
PA JOB No. 2709L
SHEET
3R
OF 7 SHEETS
QQLISIEUQ310N
NOTES
T-
0
INSTALL
PVC LINED SEWER MANHOLE
®
INSTALL
SEWER CLEANOUT
INSTALL
SEWER
- ----
INSTALL
STORM DRAIN
(9
INSTALL
STORM DRAIN MANHOLE
INSTALL
TYPE "A" CATCH -BASIN
--- - - -•-
RIGHT-OF-WAY
— 6x S —
EXISTING
SEWER
—CX SD--
EXISTING
STORM DRAIN
L0
EXISTING
EDGE OF PAVEMENT
SD
STORM DRAIN STATION
SS
SANITARY SEWER STATION
ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED.
ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED.
ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN.
ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER
FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE,
cAi 99• WADE STREET RIGHT-OF-WAY DEDICATION (STOCKDALE RANCH DRIVE) TO THE CITY OF BAKERSFIELD
PER PARCEL MAP 12062-1 RECORDED FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PACE 76
IN THE OFFICE OF THE KERN COUNTY RECORDER.
TRACT 7317 SAN BUENAVENTURA
(PHASE 5) STREET
SEE SHEET s
�1
70• II I TRACT 7317
CONSTRUCTION t CONSTRUCTION (PHASE 5) t _
o' I
PHASE B ! PHASES.
_p
EX. 10' WIDE SIDEWALK, LANDSCAPE
ESMT & RUE PER PARCEL MRP--
"__ /2232 PM BK. 60, PG 192'-
t++
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62+24.72 z 65109.36 66 — _
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(PHASE 6) _ ----- _ w
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TRACT 7317 LANDSCAPE ESMT a PUE PER +' — J
��x PARCEL MAP 12232, PM BK. 60, tlJ
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(PHASE 3) zla;�i v 551
INSTALL 374.2± L.F.
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CHICHESTER
COURT
SEE SHEET 6
CONSTRUCTION CONSTRUCTION
PHASE B PHASE
INSTALL. 169.9± L.F. 7 INSTALL 95.21 L°.
' PVC SEWER @ 0.087I�-21" PVC SEWER @ 0.08%__
STALL 403.2± L.F.
PVC SEWER 0 0.01
TRACT 7317
(PHASE 2)
�1
TRACT 7317
(PHASE 1)
TRACT 7317
(PHASE 2)
0
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HORIZONTAL: 1"=40'
VERTICAL: 1"=4'
346 .........:.... ..........:.......... . .
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WflTH PHASEB CONSTRUCTIONS
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.................. ..... ......... 338
... .. :.. :...:...:.. :.. 330
59+00 60+d0 61+66 330 62+d0 63+d0 64+d0 65+dd 66+00 67+00 68+00 69+00
SEWER AND STORM ®RAIN PROFILE
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INSTALL
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SEWER
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STORM DRAIN
--
i
INSTALL
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TYPE "A" CATCH -BASIN
TRACT 7317
RIGHT-OF-WAY
— - -- —
(PHASE 1)
EXISTING
SEWER
EX S--
SU- -
EXISTING
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- -Q ---
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SD
STORM DRAIN STATION
SS
SANITARY SEWER STATION
ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED.
ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED.
ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN.
ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER
FLOWLiNE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE.
o 90' WIDE STREET RIGHT-OF-WAY DEDICATION (STOCKDALE RANCH DRIVE) TO THE CITY OF SAKERSFIELO
PER PARCEL MAP 12062-1 RECORDED FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PAGE 76
IN THE OFFICE OF THE KERN COUNTY RECORDER.
SUNAPEE
DRIVE
SEE SHEET 6
2p
TRACT 7317 a 10 210,
SpECIFiC P�Af11
(PHASE 2) sG I5I��° TRACT 7317 I C.0.8. E OCU 1qT AUGtdMENATfON
II I�J �II (PHASE 2) t � 043_04 &044-04
EX. 10' WIDE SIDEWALK, LANDSCAPE /
ESMT & RUE PER PARCEL MAPEXISTING IRRIGATION MAIN
12232, PM BK. 60, PG 192 I (PROTECT IN PLACE)
LIZ
INSTALL 403.2± L.F.
PVC SEWER 0 0.0
N
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INSTALL 198.1± L.F. >i_"-- INSTALL 390.0# L.F.
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354 ... .. "=...... ... .. ..:.. :...
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1
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338 �S iG ( SLOPE FROM MANHOLE PRIOR TO.CONNECRON TO EXISTING STUB. IF iiI
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INSTALL 198.1± L.F. >i_"-- INSTALL 390.0# L.F.
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CONSTRUCTION
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INSTALL SEWER CLEANOUT
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ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED.
ALL SEWER LATERAL STAT?ONING IS AT POINT OF CONNECTION WITH SEWER MAIN.
ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT CUTTER
FLOWLINE AND A 2.26 MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE.
ai 90' WIDE STREET RIGHT-OF-WAY DEDICATION (STOCKDALE RANCH DRIVE) TO THE CITY OF BAKERSFIELD
PER PARCEL MAP 12062-1 RECORDED FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PAGE 76
IN THE OFFICE OF THE KERN COUNTY RECORDER.
STOCKDALE RANCH DRIVE
SEE SHEET 4
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INSTALL 90.81 L.F.
�8" PVC SEWER 0 0.25%i HORIZONTAL: 1"=40'
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DATE 1 112912 01 7
PA JOB Na. 2709L
SHEET
OF 7 SHEETS