HomeMy WebLinkAbout1.2-6557 Ph 2 Record DrawingGENERAL NOTES
1. 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.
2. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING, ETC.) THAT ARE
REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY
ENGINEER.
3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN
ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST -6.
4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION
DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (PHONE: 326-3049) FOR TESTING AND INSPECTION.
5. STANTEC SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF THESE
PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY STANTEC.
6. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE
NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
7. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING FACILITIES, THE CONTRACTOR SHALL, PRIOR TO
BEGINNING CONSTRUCTION, VERIFY THE LOCATION (HORIZONTAL AND VERTICAL), SIZE, AND TYPE OF THE
EXISTING FACILITY. SHOULD THE ACTUAL LOCATION, SIZE, OR TYPE DIFFER FROM THAT SHOWN ON THE
PLANS THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES.
8. UNDERGROUND FACILITIES KNOWN TO EXIST ARE SHOWN ON THE PLANS BASED ON AVAILABLE RECORDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION, LOCATION, PROTECTION AND REPAIR (IF
DAMAGED DURING CONSTRUCTION) OF SAID FACILITIES. SHOULD UNDERGROUND FACILITIES BE ENCOUNTERED
WHICH ARE NOT SHOWN ON THE PLANS OR DEVIATE FROM THE LOCATION SHOWN, THE CONTRACTOR
SHALL PROMPTLY NOTIFY THE OWNER OF THAT FACILITY (IF APPROPRIATE) AND THE ENGINEER FOR
POSSIBLE DESIGN CHANGES.
9. 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL CONTACT
UNDERGROUND SERVICES ALERT (1-800-227-2600) AND ARRANGE FOR FIELD LOCATION OF ALL EXISTING
UNDERGROUND FACILITIES.
10. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT EDITION, APPLIES TO THESE PLANS:
SW -1 SEWER LATERAL MARKER ST -22 TRENCH BACKFILL & COMPACTION
ST -6 PAVEMENT PATCHES D-14 CATCH BASIN TYPE "A"
SW -4 TYPE "A" MANHOLE D-16 GUTTER DEPRESSIONS
SW -5 FRAMES & COVERS FOR D-17 JUNCTION BOX
MANHOLES & CLEANOUTS D-11 DRAINAGE BASIN
SW -6 6" CLEANOUT D-12 CHAIN LINK FENCE
SW -7 HOUSE CONNECTION D-13 CHAIN LINK FENCE GATES
D-09 PIPE SADDLE
SEWER NOTES
1. GENERAL: CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT, AND
SUPERVISION NECESSARY TO COMPLETE INSTALLATION.
2. VITRIFIED CLAY PIPE (TYP)
A. MATERIALS: THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY
CONFORMING TO CURRENT ASTM DESIGNATION C-700, AND SHALL BE INSTALLED IN
CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE
STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT
ASTM DESIGNATION C-12.
B. JOINTS:
1. THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION
JOINTS CONFORMING TO CURRENT ASTM DESIGNATION C-425.
2. THE PIPE AND FITTINGS FOR 6", 8", 10" AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END
WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425.
EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY
PRODUCTS CORPORATION FOR THEIR "MAINLINE" BAND -SEAL COMPRESSION COUPLING, OR
APPROVED EQUAL, SHALL BE REQUIRED.
3. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE
PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING TO THE CURRENT ASTM DESIGNATION
C-425. (STAINLESS STEEL RINGS ARE NOT REQUIRED).
3. ACRYONITRILE - BUTADIENE - STYRENE PIPE (ABS)
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS
D 2680 AND D 2751. PIPE AND FITTINGS SHALL BE HOMOGENOUS THROUGHOUT AND FREE FROM
CRACKS, HOLES, FOREIGN INCLUSIONS, OR OTHER INJURIES 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 SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE AS 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, II, III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE.
4. POLY VINYL CHLORIDE PIPE (PVC)
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION D 3034
FOR SDR35. 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.
E
o B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASEMBLY OF JOINTS SHALL BE IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATON. 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.
N ONLY CLASS I, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE.
CP
5. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE, SHALL BE USED FOR ALL LATERAL
o CONNECTIONS AND SHALL BE ROTATED A MIN. OF 23' ABOVE THE HORIZONTAL PLANE RUNNING
3 THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS SHALL BE USED FOR VCP. ALL SEWER STUBS
SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG, SOLVENT WELDED.
6. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING
SW -4 AND SW -5 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE
i STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. THE CLEANOUTS SHALL BE
In CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW -7.
In
CD
7. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF
BAKERSFIELD DRAWING ST -22.
0
0 8. ALL LATERALS TO BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS AND SHALL EXTEND A MINIMUM
0 OF 4 FEET BEYOND THE RIGHT OF WAY LINE.
N
0
N 9. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE AS SHOWN ON THE
CITY OF BAKERSFIELD DRAWING, SW -1.
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SEWER AND STORM DRAIN PLANS FOR
STANDARD PA CIFIC HOMES -TRACT 6557
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PHASE 2
CITY OF BAKERSF/ELD, COUNTS OF KERN STA TE OF CALIFORNIA
BERKSHIRE ROAD ,W.. b. .: .. M:
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POC = P(AN OF CONNECTION
SEWER NOTES CONTINUED
V LVV JVV YVV
1:2CONEEEE 7
INDEX MAP
10. IDENTIFICATION TAPE DESIGN FOR USE ON SEWERS SHALL BE PLACED ON TOP OF THE SEWER MAIN
ALONG ITS ENTIRE LENGTH WHERE CURVED SEWER LINES OCCUR. IDENTIFICATION TAPE SHALL ALSO BE
PLACED ON THE TOP OF SEWER LATERALS EXTENDING FROM 1 FOOT ABOVE THE SEWER MAIN TO THE
RIGHT-OF-WAY LINE.
11. INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER '1.3 OF THE CITY OF BAKERSFIELD
SUBDIVISION DESIGN MANUAL. PIPE SHALL BE TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS
OF THE MANUFACTURER AND ACCEPTABLE WITH THE CITY OF BAKERSFIELD.
12. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE.
13. ALL LATERAL SHALL BE A MINIMUM OF 2.5' DEEP AND A MAXIMUM OF 7.0' DEEP AT THE PROPERTY
LINE, AND SHALL HAVE 2.5' MINIMUM COVER AT GUTTER FLOWLINE, EXCEPT AS NOTED OTHERWISE ON
PLANS.
14. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEC 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 SF ALL IMMEDIATELY NOTIFY THE CITY OF
ANY PIPELINE 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.
15. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE
ZONE.
LIST OF ESTIMATED MATERIALS
SEWER
ITEM QUANTITIES
1 D" PVC SEWER MAIN
COVER SHEET
65
LF.
8" PVC SEWER MAIN
&
u
V LVV JVV YVV
1:2CONEEEE 7
INDEX MAP
10. IDENTIFICATION TAPE DESIGN FOR USE ON SEWERS SHALL BE PLACED ON TOP OF THE SEWER MAIN
ALONG ITS ENTIRE LENGTH WHERE CURVED SEWER LINES OCCUR. IDENTIFICATION TAPE SHALL ALSO BE
PLACED ON THE TOP OF SEWER LATERALS EXTENDING FROM 1 FOOT ABOVE THE SEWER MAIN TO THE
RIGHT-OF-WAY LINE.
11. INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER '1.3 OF THE CITY OF BAKERSFIELD
SUBDIVISION DESIGN MANUAL. PIPE SHALL BE TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS
OF THE MANUFACTURER AND ACCEPTABLE WITH THE CITY OF BAKERSFIELD.
12. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE.
13. ALL LATERAL SHALL BE A MINIMUM OF 2.5' DEEP AND A MAXIMUM OF 7.0' DEEP AT THE PROPERTY
LINE, AND SHALL HAVE 2.5' MINIMUM COVER AT GUTTER FLOWLINE, EXCEPT AS NOTED OTHERWISE ON
PLANS.
14. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEC 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 SF ALL IMMEDIATELY NOTIFY THE CITY OF
ANY PIPELINE 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.
15. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE
ZONE.
LIST OF ESTIMATED MATERIALS
SEWER
ITEM QUANTITIES
1 D" PVC SEWER MAIN
COVER SHEET
65
LF.
8" PVC SEWER MAIN
&
5,920
LF.
4" PVC SEWER LATERAL
SITE ftk
6,200
LF.
STANDARD SEWER MH UNDER 8'
DEEP
13
EA.
STANDARD SEWER MH OVER 8' DEEP
1
EA.
SANITARY SEWER CLEANOUT
&
2
EA.
STORM DRAIN
PLAN
PLAN
&
&
PROFILE
PROFILE
ITEM
U
QUANTITIES
36" CLASS III RCP W/RG STORM
DRAIN
0
LF.
30" CLASS III RCP W/RG STORM
DRAIN
209
LF.
24" CLASS III RCP W/RG STORM
DRAIN
246
LF.
13" CLASS III RCP W/RG STORM
DRAIN
2,095
LF.
6.0' WIDE CATCH BASIN
CATCH BASIN CROSS SE I
0
EA.
5.0' WIDE CATCH BASIN
McCUTCHEN RD
1
EA.
4.5' WIDE CATCH BASIN
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3.
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4.
PLAN
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RIVULET RUN COURT
5.
PLAN
&
PROFILE
BLACK PEARL COURT
Q�7.iZS
PLAN
PLAN
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PROFILE
PROFILE
TORRENT WAY
LUSTROUS LANE &(USHIN=BROOKROAD
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PLAN
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TWINKLE LANE
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PLAN
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PROFILE
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COVER SHEET
QI�
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PLAN
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3.
PLAN
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PROFILE
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4.
PLAN
&
PROFILE
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5.
PLAN
&
PROFILE
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Q�7.iZS
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PLAN
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PROFILE
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LUSTROUS LANE &(USHIN=BROOKROAD
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A K V $Y' JOSEPH 5HAW11 !i149rot! RC.0 No. G513Z3 DAA'
I)oj Zl 11-15--16.
APA;Q0VE0,Bt! A4041EL PADIUA 1>Ar15
STORM DRAIN NOTES
1. ALL STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III WITH
RUBBER GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE CITY
ENGINEER.
2. CATCH BASINS TO BE TYPE "A" PER CITY OF BAKERSFIELD STANDARD DETAIL
D-14.
OWNER/SUBDIVIDER
LENNAR HOMES OF CALIFORNIA, INC.
8080 N. PALM, #110
FRESNO, CA 93711
BENCH MARK USED
r\IAI\I r r l
STANTEC CONSULTING INC.
5500 MING AVENUE SUITE 300
BAKERSFIELD, CA 93309
CF ISLED SQUARE ON TOP OF EAST CURB AT MID BLOCK OF PHASE 1 OF BURNISHED
BRONZE DRIV.
ELEV. = 355.58 USGS DATUM
REF: TRACT NO. 6557 - PHASE 1 STREET PLANS
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ENGINEER'S STATEMENT v U) FUL
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I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF 0
BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY
INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER Permit -Seal
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.
APPROVED
REVIEWED BY:
RESTON BRITTIAN, R.C,E
---- �� --o-A
ASSISTANT PUBLIC WORKS DIRECTOR
APPROVED BY:
NO. 25525 DATE EXP. 12/31/15
NICOLAS FIDLER, RCE 61069 EXP.12/31 /16
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIE-D
DATE
Project Number 204250300
File Name:
DATE
M
AA PDE TM 15.C'.10
Dwn. Chkd. Dsan. YY.MM.DD
Revision Sheet
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I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF 0
BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY
INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER Permit -Seal
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.
APPROVED
REVIEWED BY:
RESTON BRITTIAN, R.C,E
---- �� --o-A
ASSISTANT PUBLIC WORKS DIRECTOR
APPROVED BY:
NO. 25525 DATE EXP. 12/31/15
NICOLAS FIDLER, RCE 61069 EXP.12/31 /16
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIE-D
DATE
Project Number 204250300
File Name:
DATE
M
AA PDE TM 15.C'.10
Dwn. Chkd. Dsan. YY.MM.DD
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-8"SS- PROPOSED SEWER LINE -- TRACT BOUNDARY
0 PROPOSED SEWER MANHOLE TMH TOP OF MANHOLE ELEV. B U NISHED BRONZE
® PROPOSED SEWER CLEANOUT TCO TOP OF CLEANOUT ELEV.
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�8•SD-- PROPOSED STORM DRAIN R/W RIGHT-OF-WAY
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FLOWLINE ALONG OPENING OF CATCH BASIN UNLESS NOTED OTHERWISE
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58+34.43 CE BERKSHIRE ROAD ^ VR/W
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