HomeMy WebLinkAbout1.2-5900 1 RevisionGENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, 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, LATEST EDITION. ALL REFERENCES TO SECTION 90 OF THE CALTRANS
81TANDARD SPECIFICATIONS S HALL REFER TO THE CALTRAN S STANDARD SPECIFICATIONS DATED JULY 1992.
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 ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION.
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE
PERFORMED IN THE 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 STREET RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED PRIOR TO
ISSUANCE OF A PERMIT. y
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.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE
BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE
DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. STANTEC CONSULTING 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, DAMAGE 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 GRADING 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. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR
REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
12. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER
DOCUMENTS IS ACCOMPLISHED BY 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.
13. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION 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
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.
14. 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.
15. STANTEC CONSULTING 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
STANTEC CONSULTING INC.
16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS
PROJECT.
COB SEWER SPECIFICATIONS:.
' 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 D 3034 AND
SDR 35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE 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 D 2321. ONLY
CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE.
4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE 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, UNLESS OTHERWISE
NOTED ON PLANS.
6. WYE- FITTINGS SHALL BE INJECTION MOLDED IN -LINE AND SHALL BE USED FOR ALL LATERAL
CONNECTIONS AND SHALL BE 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.
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SEW ER IMPROVEMENT PLANS FOR
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PANAMA LANE
T T 5900 A NOTE: OFFSITE SEWER CONNECTION TO
INDEX P CITY TRUNK IS REQUIRED PRIOR TO OCCUPANCY OF HOMES
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COB SEWER SPECIFICATIONS (CON'T
CITY STANDARD PLATES:
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The Contractor shall verify and be responsible for all dimensions. D0
NOT scale the drawing any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
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MA 7FRIALS LIST
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ESTIMATED QUANTITIES, NOT
TO BE USED FOR BIDDING PURPOSES
SEWER
SHEETINDEX
SHEETNO. DESCRIPTION
1. TITLE SHEET
'2VQ KEY MAP AND STREET NAMES
3.1w CABRILLO STREET
4�TL CARLSBAD AVENUE
Q5.V. BLUE RIDGE LANE
� 6.R KATMAI STREET �.
7.Q OZARK COURT AN D �R�rPdi�E R -E-4
81 TORTUGAS AVENUE
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 1 • THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL
CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360 °, IN ORDER TO VIEW AND RECORD THE TOP AND BE CONSIDERED A PART OF THESE PLANS.
SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF.)
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 CITY STD. No. DESCRIPTION
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 ® SW -1 SEWER LATERAL MARKER
OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY.
❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE
COB TRENCHING NOTES El SW -3 PAVEMENT PATCHES
1.
TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR
�
SW
-4
0
SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE.
CP
SW
-5
2.
ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT -OF -WAY SHALL BE BACKFILLED AND COMPACTED
�
SW
-6
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PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22.
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SW
-7
3.
ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN
OF CAL
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ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6.
ClientlProject
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4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING
El
SW
-10
MCALLISTER RANCH
BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
TRACT 5900-X[A!1
REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS
❑
SW
-11
Title
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TITLE SHEET
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-12
5.
FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION.
ST -22
6.
CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE.
[:1
ST -6
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 BACKCHARGED TO THE CONTRACTOR.
NOTE TO CONTRACTOR
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.
OWNER/SUBDIVIDER
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FRAMES & COVER FOR MANHOLES & CLEANOUTS
6" CLEAN OUT
HOUSE CONNECTION WITH VCP SADDLE
INDUSTRIAL SAND TRAP
SAND TRAP
HOUSE CONNECTION WITH CAST IRON SADDLE
SEWER LIFT STATION VALVE BOX
TRENCH BACKFILL & COMPACTION
STANDARD PAVEMENT PATCHES
ENGINEER
STANTEC CONSULTING INC.
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THE BEARING OF SOUTH 89'36'47" EAST AS SHOWN FOR THE SOUTHERLY
LINE OF THE SOUTHEAST QUARTER OF SECTION 22, T30S, R26E, M.D.M.,
ON KERN COUNTY SURVEYOR'S FILED MAP 7- 7, BK 6, PAGE 33.
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BENCHMARKUSED:
TOP OF BRASS CAP IN CONCRETE MONUMENT AT INTERSECTION OF WHITE LANE
AND l/lA 1GLESlA. ELEI/ATlON= 359.27 (U.S.G.S DATUM
BENCHMARKSET
TOP OF 2" IRON PIPE AT NORTHEAST CORNER OF SECTION 23, TOWNSHIP 30
SOUTH, RANGE 26 EAST, MOUNT DIABLO MERIDIAN.
ELEVATION= 348.19 ( U.S.G.S. DATUM )
ENGINEERS STATEMENT
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND
THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY
AGENCY OR OTHER REVIEW BOARD.
1 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.
� 3- •act
R. .E. No. 25993 EXP 3/3 1/08 DATE
CITY OF BAKERSFIELD
RECOMMENDED FOR APPROVAL:
RAUL R JAS, PUBLIC WORKS DIRECTOR, RICE 39880 DATE
1401*§TANT PUBLIC WORKS DIRECTOR DATE
CITY OF BAKERSFIELD
APPROVED B Y.•
KERN COUNTY
l HEREBY CERTIFY THAT THESE SEWER PLANS MEET OR EXCEED MINIMUM
KERN COUNTY STANDARDS.
DIRECTOR OF ENGINEERING AND SURVEY SERVICES DA TE
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Stantec Consulting Inc.'
4700 Stockdale Highway, Suite 125
Bakersfield, CA 93309
Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.com
Copydght Rm rved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stantec Consulting Inc. without dolay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
LEGEND:
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PROPOSED EXISTING
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NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN REVISED.
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& REVISED LATERAL LOCATION I S GG 8-14-14
Revision
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Dwn. Chkd. Dsgn. Date
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SOUTHERN VALLEY LAND LLC
SEWER PLANS
McALLISTER RANCH
TRACT 5900 1
Kern County, California
Title
KEY MAP AND STREET NAMES
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A PPRO Vb 8 Y.- JDSW % kV %A&W VCf,Id5823 QrP % bA TE
& REVISED LATERAL LOCATION I S GG 8-14-14
Revision
File Na=me:
By Appid. Date
-a-
Dwn. Chkd. Dsgn. Date
C1* roLaf%f
140 rtyp ,..L
SOUTHERN VALLEY LAND LLC
SEWER PLANS
McALLISTER RANCH
TRACT 5900 1
Kern County, California
Title
KEY MAP AND STREET NAMES
a
P No. Scale
20424974.00 AS SHOWN
Revision
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B Y.- YA RI'N'P SHAW RCE 32178 (EXP 121,3V14) PATE
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C A B R I L L 0 S T R E E T
NOTE: LOT LINES AND LOT NUWKIRS HAVE BEEN REVISED.
330 ................................................. I .. . ........................................ I ................................................. I ................................................. ........................... .. ................ I ..................
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330
325 .
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15
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PROPOSED
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FINISH GRADE
.................................................
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OUT(S)
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2042497400 AS SHOWN
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Drawing No. Shoot Rev isioln
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/D •ham �
U Co- (Pftol-6 EYP 12. ?0, 1
APPROVED BY: MRIAN P SHAW RCE 32178 (EXP 12131/14) DATE
Stantec Consulting Inc.
4700 Stockdale Highway, Suite 125
Bakersfield, CA 93309
Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.com
The Contractor shall verify and be responsible for all- dimensions. DO
NOT scale the drowing —any errors or orni'13,61io'ns shoill be reported to
Stontec Constufting Inc. without delay,
The Copyrights to all designs and drawings are the property of
Stontec ConstAting Inc. R19prodluction or use for any purpose other than
that authorized by Stontec Cons.,uiting Inc. is forbidden.
Con ion Note s-
CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. -PLATE NOS. S-7 & S-8.
,& RE)ASED LATERAL LOCATIONS GG
8-14-14
Rovomm' By Appd. Date
File Mimi-
0
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ch
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330
325
320
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53191
U4AKK COURT
(SEE SHEET 7)
CA CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
C1
409.65
2195.00
205.42
10041'35ij
SEWER CA CURVE TABLE..
CURVE
LENGTH
RADIUS
TANGENT
DELTA
C2
92.16
2139.05
46-09
2028'06"
C3
290.50
2189.00
145.47
7*36" 13"
C4
25.871
2189.001
12.931
0-040"37
NEELCOURT
(SEE SHEET 7)
AVENUE
NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN REVISED.
14
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LY
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to
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APPR0,kD BY.• WA41TDa VX ^1.o3, rrob IZ:3o.1 s*$ DATE
J05RA rr4r
M_
APPROVED BY.• MARIAN P SHAW RCE 32178 (EXP 1213V14) RATE
335
330
325
320
Stantec Consulting Inc.
4700 Stockonle Highway, Suite 125
F40 Nome:
EXISTI
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C/L
Fox. 661.616.2400
www.stantec.co
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X Kern County, Calffornia
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PROPOS
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Copyri ht ftwad
The Contractor shall verify and be responsible for oil dimensions. DO
NOT scole the drawing - any errors or omissi ns sholl be reported to
I
Stantoc Consulting Inc. without delay.
The Copyrights to all designs and drawin s are the property of
Staintec: Comulting Inc. Reproduction or use fort ! any purpose other than
that authorized by Stantec Consulting Inc. is fo rbiddon.
:::: 11 -1 j] I � 11 I ��
L I
CONSTRUCT STANDARD PRECAST MANHOLE TYPE "All AND
COVER PER C.B.D.S. PLATE NOS. 'S-7 & S-8.
REVISED LATERAL LOCATIONS GG 8 -14-14
ReviS I M By Appd. Date
Stantec Consulting Inc.
4700 Stockonle Highway, Suite 125
F40 Nome:
C
a ers ie A 93309
Dwn. Chkd. Dsgin. Date
Tel. e 661.616.01000
Fox. 661.616.2400
www.stantec.co
I �
Copyri ht ftwad
The Contractor shall verify and be responsible for oil dimensions. DO
NOT scole the drawing - any errors or omissi ns sholl be reported to
I
Stantoc Consulting Inc. without delay.
The Copyrights to all designs and drawin s are the property of
Staintec: Comulting Inc. Reproduction or use fort ! any purpose other than
that authorized by Stantec Consulting Inc. is fo rbiddon.
:::: 11 -1 j] I � 11 I ��
L I
CONSTRUCT STANDARD PRECAST MANHOLE TYPE "All AND
COVER PER C.B.D.S. PLATE NOS. 'S-7 & S-8.
REVISED LATERAL LOCATIONS GG 8 -14-14
ReviS I M By Appd. Date
C
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15116
NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN REVISED.
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EXISTING GROUND AT d/L
LANE
ro
C"'4
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1 m-50 t H 0 50' 75' 100'
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ApA ROILED BY- WRIAN P SHA✓ RCE 32178 (EXP 12I31114) DATE
340
335
330
325
320
Stantec Consulting Inc.
47010 Stockdale Highway, Suite 125
Bakersfield, CA 93309
Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.coim
The Contractor shall verify and be responsibWe for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stontec Con sult i ng Inc. without delay.
The Copyrights to oil designs and drawings are the property of
Stontec Cons i
-ng Inc. Reproduction or use for any purpose other than
UK
that authorized by Stontec Consulting Inc. is forbidden.
Condrudion NOW
CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
REVtSED LATERAL LOCATION'S GG 8-14-14
ovim By Appd. Date
R'
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0
din
File Name:
E
Dwn. Ch1kd. Ds9n. Date
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F OF 8" PV C1
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INV 32
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PLATE
297 LF OF
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1:NV=-.)Z0.04Z
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340
335
330
325
320
Stantec Consulting Inc.
47010 Stockdale Highway, Suite 125
Bakersfield, CA 93309
Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.coim
The Contractor shall verify and be responsibWe for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stontec Con sult i ng Inc. without delay.
The Copyrights to oil designs and drawings are the property of
Stontec Cons i
-ng Inc. Reproduction or use for any purpose other than
UK
that authorized by Stontec Consulting Inc. is forbidden.
Condrudion NOW
CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
REVtSED LATERAL LOCATION'S GG 8-14-14
ovim By Appd. Date
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550,00
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556.00
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W201 m"
Stantec Consulting Inc.
i
4700 Stockdale Highway, Suite 125
Bakersfield, CA 93309
Tel. 661.616.00,00
Fax. 66,,1.616.2400
www.st,ant,e-c.com
CoWtht RmervW
The Contractor shall verify and be responsible for all dimensions, DO
140T scale the drawing — any errors or ortilsisiions shall be reported to
Stontec Consufting Inc. without delay.
The Copyrights to all designs and draw imp are the property of
Stantec ConsuKing Inc. Reproduction or use for any purpose other than
that authorized by Stontec ConsuftiJ
ng Inc. is forbidden.
Congructbn Nobes
CONSTRUCT STANDARD PRECAST MANHOLE TYPE "Alt AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
REMSED LATERAL LOCATIONS GG 8-14-14
By Appd. Date
0
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Dwn. Chkd. Dsgn. Date
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BY.• RIAN P SHAW RCE 32178 (EXP 1213V14) DATE
Kern County, California
CT
RIM=337.73
-------------
PROFOSED FINISH G"RARE ABOVE IPE
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330
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LF OF 8" PVC,
INV=329.51 THRU L LACE 249 LF'OF`8 3vCl
SDR-35 AT S-0.0:035
INV-330. 8
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15
Stantec Consulting Inc.
i
4700 Stockdale Highway, Suite 125
Bakersfield, CA 93309
Tel. 661.616.00,00
Fax. 66,,1.616.2400
www.st,ant,e-c.com
CoWtht RmervW
The Contractor shall verify and be responsible for all dimensions, DO
140T scale the drawing — any errors or ortilsisiions shall be reported to
Stontec Consufting Inc. without delay.
The Copyrights to all designs and draw imp are the property of
Stantec ConsuKing Inc. Reproduction or use for any purpose other than
that authorized by Stontec ConsuftiJ
ng Inc. is forbidden.
Congructbn Nobes
CONSTRUCT STANDARD PRECAST MANHOLE TYPE "Alt AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
REMSED LATERAL LOCATIONS GG 8-14-14
By Appd. Date
0
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1 `50 H 0 50" 75' 100'
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(SEE SHEET 4)
91
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NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN REVISED.
79f%
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340
335
330
325
320
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CARLSBAD AVENUE
,,(SEE SHEEP 4)
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CARLSBAD AVENUE
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A BY.• OpleP' U wl VAL3 123b 15 DATE
APPROVED BY.• MARIAN P SHAW RCE 32178 (EXP 12I31114) DATE
340
335
330
325
320
Stantec Consulting Inc.
4700 Stockdale Highway, Suite 125
Bakersfield, CA 93309
Tel. 661.616.0000
Fox. 661.616.2400
www.stantec.com
CWyright Rwamd
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stantec Consufting Inc. without do-lay,
The Copyrights to all designs and drowings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction NoW s-
CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
REVISED LATERAL LOCATK)NS GG 8-14-14
R-ev'w'' n By Appd. Date
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(SEE SHEET 3)
AVENUE
NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN REVISED.
EXISING GROUND 4T C/L
340
STA.11+96.53 TORTUGAS AVENUE
STA.11+74.58 CABRILLO STREET
55
756
335
RIM-332.65
75'
100,
—PROPOSED
7INISH GRADE
=332.40
—3 — U
ABOVE PIPE
335
RI
330
Cb
PROPOSED
CN
330
0
C
W
EXISTING 8"
SEWER
FL=326.85
of
SOUTHERN VALLEY LAND LLC
325
-------------
-
MRANCH
4-A
325
_rZ
ch
Kern County, Caifibmia
INV=3,2.4.51
EX -
TORTUGAO"" AVENUE
INV=324...2
INV=324
OUT(W)
2 IN(N&S)
320
P NO scale
0
20424974,00 AS SHOWN
Drawing No. Shoot ReAm' -n
0
320
0
8R of 8
INV= -24.33
EX(IN)
PLA(,%#E
120 LF OF
8" PVC,
INV--.224.23
EX(OUT
SDR
35 AT S =O.
25 AND
CON
ECT TO EXIS-
ING 8" STUB
315
315
0
V)
0
!Wc
31-0-
310
V)
00
W
W
LO
U")
00
0
10
11
12
1 `50 H 0
_v� m N m
50'
]a
75'
100,
1 11`_59
0
51
7169#
10
ILI
Af'D B DATE
.VOVt
ID vc) vC_j
W
�PPROVfD BY.• MARIAN P §HAW RCE 32178 (EXP 12I3 1114) DATE
Stantec Consulting Inc.
4700 Stockdalle Highway, Suite 125
Bakersfield, CA 93309
Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.com
Copy6guht R, em, Nved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scole the drowing — any errors or omissions sholl be reported to
Stontec Consulting Inc. without Clay.
The Copyrights to all designs and drawings ore the property of
Stontec: Consulting Inc. Reproduction or use for any purpose other than
that outhorized by Stontec Consulting Inc. is forbidden.
Construction Notes
1 STANDARD PRECAST MANHOLE TYPE "All AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
LOT NUMBERS
JS8 9-24-14
Reviabn By Appd. Date
0
Cn
File Name:
E
Dwn. Chkd. D n. Date
S9
a
14-
PO
Cb
CN
0
C
W
En
CHerwproject
of
SOUTHERN VALLEY LAND LLC
V)
0
0
SEWER PLANS
MRANCH
4-A
TRACT 59001
_rZ
ch
Kern County, Caifibmia
Title
TORTUGAO"" AVENUE
0
0
P NO scale
0
20424974,00 AS SHOWN
Drawing No. Shoot ReAm' -n
0
C— l 06
0
8R of 8