HomeMy WebLinkAbout1.2-61831.4.2.2 POLY VINYL CHLORIDE PIPE (PVC)
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF
ASTM SPECIFICA110N D3034 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.
B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF
JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS
RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP`, USE COUPLINGS TRACT N o. 6183
APPROVED BY THE CITY OF BAKERSFIELD.
C. INSTALLATION: PIPE AND FITTING SHOULD BE INSTALLED IN CONSTRUCTION PLANS ACCORDANCE NTH ASTM D2321. ONLY CLASS 1. lit 111, EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE.
1.4.2.3 ACRYLONI TRILE-BUTTADIENE- STYRENE PIPE (ABS)
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF SEWER PLANS AND PROFILES RIGHT-OF-WAY -PROPERTY LINE
ASTM SPECIFICATIONS D2680 AND D2751. PIPE AND FITTINGS SHALL STAKE
BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, GROUND
FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL
BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW 14 GAUGE WIRE
PIPELINES; CUT-IN FITTINGS ARE NOT PERMITTED. SEWR LAYRAL- ---� I
B. JOINTS: - USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF PLUG
JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS
RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VC1P, USE
COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. 4.00 MIN.
C. INSTALLATION-. PIPE AND FITTINGS SHOULD BE INSTALLED IN
ACCORDANCE WITH ASTM D2321. ONLY CLASS 1. lit III. EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE. SEWER LATERAL MARKER
1.4.2.4 SYSTEM TESTING.- PER COB STD SW-1 N,,T-S,
INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3,
WITH THE RECOMMENDA110NS OF THE MANUFACTURER AND ACCEPTABLE TO INSTALL A T 'END O F ALL LATERALS
THE CITY OF BAKERSFIELD. 24 HOUR NOTICE SHALL BE REQUIRED FOR TEST
AND INSPECTION.
1.4.2.5 LATERALS AND STUBS.-
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, ADDITIONAL N OTES.-
B. WYE FITTINGS SHALL BE IN-LINE TYPE AND SHALL BE USED FOR ALL 1. ALL COMPACTION TESTS SHALL . BE THE RESPONSIBILITY OF THE
LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23
DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND
CENTERLINE OF THE MAIN. LOCATION OF REQUIRED TESTS SHALL BE DETERMINED
BY THE CITY ENGINEER.
C. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG BACKFILL COMPACTED TO 95% RELATIVE
SOLVENT WELDED. 2 FLOODING AND WATER JET11NG SHALL NOT BE USED FOR BACKFILL COMPACTION BETWEEN EXISTING OR FUTURE
1.4.2.6 BACKFILL, COMPAC110N AND PAVEMENT PATCHES: COMPAC110N FOR FLEXIBLE PIPE. BACK OF CURB LINES OF STREETS, EXISTING
BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH CITY OF 3. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY OR FUTURE RIGHT OF WAY LINES OF ALLEYS.
BAKERSFIELD STANDARD DRAWING ST-13 ALL EXISTING PAVEMENT AND CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN BACKFILL COMPACTED TO 90% RELATIVE
SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED. IN 24 HOURS NOTICE. 661-326-3049 COMPACTION IN ALL OTHER AREAS.
ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST-6.
1.4.2.7 EXISTING FACILITIES: 4. UNDERGROUND SERVICE. ALERT SHALL BE CONTACTED TWO WORKING
ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, DAYS PRIOR TO CONSTRUCTION. (1-800-227-2600) FINISH GRADE
FENCING, ETC.), THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE 5. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER.
BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN
SEC. 1. 4.3 MANHOLES AND CLEANOUTS (LAMPHOLES): EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A co
ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S
BAKERSFIELD STANDARD DRAWINGS S-7 AND S-8 AND SECTION 70-1.02H ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND
AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF
CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. A PERMIT.
ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF 6. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED
BAKERSFIELD STANDARD DRAWING S-20. WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION
SEC. 1. 4.4 STANDARD FOR SEPARATION OF WATER AND SEWER LINES: CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360'. IN ORDER TO
1.4.4.1 WATER LINES SHALL BE LAID IN SEPARATE TRENCHES AS FAR AS POSSIBLE MEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED.
FROM NEARBY SEWER LINES. A MINIMUM HORIZONTAL SEPARATION OF TEN THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUC-
(10) FEET IS REQUIRED. TION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUS- U- o BACKFILL COMPACTED TO 90%
TORY' FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY 0 RELATIVE COMPACTION
1.4.4.2 WATER LINES SHALL BE LAID AT A HIGHER ELEVATION THAN NEARBY PIPELINE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE
L iE a-
SEWER LINES. SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN Q_ m a_
OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATION- u- o 1
MEN PIPELINES CROSS, THE BOTTOM OF THE WATER LINE SHALL BE AT ING -OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE 0 m
5 a- 0 a_
LEAST TWELVE (12) INCHES ABOVE THE TOP OF THE SEWER PIPE. INSPEC110N SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED z z 12
0:: UPPER LIMIT OF PIPE ZONE
BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, PAP
1.4.4.4 WHERE STEEL CASINGS OR TUNNELS ARE USED FOR THE PASSAGE OF WATER
THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. SHALL BE TWELVE (12)
AND SEWER LINES UNDER RAILROAD TRACKS, HIGHWAYS OR OTHER
STRUCTURES, THE SAME SHALL BE SPECIALLY DESIGNED TO ELIMINATE 7. "A PRE- CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. 12" MAX. 12" MAX. INCHES ABOVE TOP OF PIPE BELL
ANY HAZARD OF CONTAMINATION TO THE WATER SYSTEM. CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR . -0 OR THE. OUTSIDE
(661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED 6" MIN. 6" MIN-. DIAMETER OF PLAIN END PIPE.
START OF CONSTRUCTI TO
STORM DRAIN N 0 TE S :L CONSTRUCTION CONFERENCEON , SET UP AN APPOINTMENT FOR THE PRE-
PIPE ZONE, BACKFILL COMPACTED
SEC. 2.5.3 CLOSED CONDUITS: 8. "CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS TO 90% RELATIVE COMPACTION
2.5.3.1 THE MINIMUM INSIDE- DIMENSION FOR A CLOSED CONDUIT SHALL BE 18 FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS,
INCHES AND THE CLOSED CONDUIT SMALL BE PLACED WITHIN THE AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE PIPE OR
TRAVELED WAY WHENEVER POSSIBLE. GUIDLINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRAM- CONDUIT
2.5.3.2. THE ALIGNMENT OF CLOSED CONDUITS SHALL BE AS NEARLY STRAIGHT AND N�ON FFIONOTRAS PRACTICABLE. MANHOLES SHALL BE PROVIDED AT ALL JUNCTIONS, MAINTENANCE WORES" A ND CITY STANDARDS. ONE LANE STANDARD TRENCH DETAIL ST 22
AT INTERVALS NOT TO EXCEED 600 FEET ALONG THE CONDUIT, AND FOR EACH DIREC11ON OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. TRENCH BACKFILL AND COMPACTION
THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY
AT ALL BENDS SHARPER THAN 15 DEGREE BENDS OF 15 DEGREES ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION.
OR LESS MAY BE CONSTRUCTED WITH PRES. -FORMED ANGLED SECTIONS NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPEC11ON REQUIREMENTS N.T.S.
OR BY PLACING CONDUIT ALONG A CURVE USING STANDARD BEVELED BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED
PIPE. BY THE CITY ENGINEER.
2.5.3.3. CLOSED CONDUITS, INCLUDING NON-REINFORCED AND CAST-IN-PLACE 9. CLASS 1 BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC
CONCRETE PIPE, SHALL BE STRUCTURALLY DESIGNED TO. WITHSTAND SEWER PIPE WITHIN THE PIPE ZONE.
EARTH AND SURCHARGE LOADS NORMALLY ANTICIPATED. THE CLEARANCE
BETWEEN TOP OF PIPE AND GROUND SHALL BE SUFFICIENT TO PREVENT 10. CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO
DISPLACEMENT OF, OR DAMAGE TO, THE CONDUIT BY ALL LOADING CONNECTING TO EXISTING STUB. IF THE POSITIVE. SLOPE DOES NOT
AND LAND USES. A MINIMUM OF 2 FEET OF COVER WILL BE REQUIRED EXIST, REPLACE STUB TO MANHOLE.
IN ALL CASES. THE COVER REQUIRED WITHIN ROAD RIGHTS OF WAY
SHALL BE TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION 11. ALL STORM DRAIN PIPE TO BE CL III RCP-RGJ TYPE.
OF THE ROAD. A MINIMUM OF CLASS III REINFORCED CONCRETE PIPE 12. ALL STORM DRAIN MANHOLE AND INLET IDENTIFYING NUMBERS CORRES-
-OR EQUIVALENT NON-REINFORCED PIPE SHALL BE USED IN ALL POND TO THOSE SHOWN ON THE APPROVED DRAINAGE STUDY.
TRAVELED WAYS. RUBBER GASKETED PIPE, CAPABLE OF SUSTAINING 10
FEET OF HEAD ABOVE GUTTER FLOWLINE, SHALL BE INSTALLED AT ALL 13. TRENCHING TO BE PER C.O.B. STD. SW-9
SIPHON LOCATIONS AND FOR ALL JOINTS WHERE PIPE FLOWLINE
IS BELOW HYDRAULIC GRADE ELEVATION AT THE OUTLET.
11/25/2013
Drawing File.- FrSEW6183
s
E.
No. 35473
9/30/15
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SHEET 3 OF 3 SHEETS
SEWER NOTES.,
SEC. 1.3.1 CLEANING:
PRIOR TO THE ACCEPTANCE OF ANY SEDER LINE BY THE CITY, THE
CONTRACTOR SHALL CLEAN ALL LIKES NTH A AYNE- TYPE SEWER CLEANING
BALL UNDER HYDROSTATIC PRESSURE. ANY STOPPAGE, DIRT OR FOREIGN
MATTER SHALL BE REMOVED FROM THE LINES. ALL CLEANING AND TESTING
OF SEWER LINES SHALL TAKE PLACE AFTER ALL CONSTRUCTION WORK IS
COMPLETED, UP TO BUT NOT INCLUDING THE FINAL PAVING. THE SYSTEM
WILL BE INSPECTED AFTER FINAL PAVING IS COMPLETED AND ANY DAMAGE
TO THE SYSTEM DURING FINAL PAVING AND CLEANUP WILL BE CORRECTED
BEFORE APPROVAL.
SEC* 1.3.2 TESTING:
1.3.2.1 MANDREL TEST OF ABS AND PVC PIPE.
FOLLOWING THE PLACEMENT AND DENSIFICATION OF BACKFILL AND PRIOR
TO THE PLACING OF PERMANENT PAVEMENT, ALL MAIN LINE PIPE SMALL
BE CLEANED AND THEN MANDRELLED TO MEASURE FOR OBSTRUCTIONS
(DEFLECTIONS, JOINT OFFSETS AND LATERAL PIPE INTRUSIONS). A
RIGID MANDREL, WITH A CIRCULAR CROSS SECTION CERTIFIED AS HAVING
A DIAMETER CONFORMING TO THE TABLE BELOW, SHALL BE PULLED
THROUGH THE PIPE BY HAND. THE MINIMUM LENGTH OF THE CIRCULAR
PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF
THE PIPE. THE MANDREL SHALL HAVE AN ODD NUMBER OF RIBS, NUMBERING
NO LESS THAN NINE (9), SPACED EVENLY AROUND THE MANDREL.
IF PIPE DOES NOT MEET MANDREL TEST VIBRATORY MEANS OF CORRECT-
ING IS ALLOWED PROVIDED PIPE HAS NOT BEEN CRUSHED AND VIBRATORY
METHOD WILL NOT DISRUPT ADJACENT PROPERTY.
MANDREL TABLE
NOMINAL MANDREL
DIAMETER DIAMETER
6" 5.47
8� 7.27
10" 9.07
1.3.2.2 PRESSURE TEST:
PRIOR TO FINAL APPROVAL ALL SEWER LINES SHALL BE TESTED FOR
LEAKAGE BY STANDARD HYDROSTATIC OR LOW PRESSURE AIR TEST.
TESTING OF THE SEWER LIFE SHALL BE CONDUCTED FROM MANHOLE TO
MANHOLE IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST
METHOD (UPC SEC. 318 -B(4) 1985 EDITION OR LATER EQUIVALENT)
SEC. 1.4.1 GENERAL:
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 MATERIALS NOT LISTED IN THESE STANDARDS SHALL
REQUIRE SPECIAL CONSIDERATION AND APPROVAL OF THE CITY ENGINEER.
SEC. 1.4.2 PIPE AND CONDUITS:
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 NTH -
STAND 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.
.1.4.2.1 VITRIFIED CLAY PIPE (VCP)
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
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 WITH THE
CURRENT ASTM DESIGNATION C -425.
(2) THE PIPE AND FITTINGS FOR 8"1, 87, 1O", 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 MANUFAC-
TURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR
"MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED
EQUAL, SHALL BE REQUIRED.
(3) THE PIPE AND FITTINGS FOR PRIVATE SANITARY HOUSE SEWER
OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION
COUPLING CONFORMING WITH THE CURRENT ASTM DESIGNATION
C -425, (STAINLESS STEEL- SHEAR RINGS ARE NOT REQUIRED).
(see additional notes on sheet 2)
PRIVATE ENGINEERS NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN
ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST
OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS MM ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY UNES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS
DRAINING.
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH
INFORMATION OR DATA.
UNDERGROUND SERVICE ALERT MALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST-
RUCTION. 1-800-227-2600
ENGINEER'S STATMENT;
I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH
CITY OF BAKERSFIEL.D ORDINANCES, STANDARDS, AND DESIGN CRITERIA,
AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI-
SORY AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS
AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN-
DARDS, AND DESIGN CRITERIA SHALT_. BE CORRECTED DURING CONSTRUCTION.
ROBERT E. SMITH
11/25/2013
Drawing File: FrSEW6183
RCE 35473
EXP. 9 -30 -15
DATE
TRACT No. 6183
CONSTRUCTION PLANS
SEWER PLANS AND PROFILES
BENCH MARK USED:
INTERSECTION ROSEDALE HWY AND OLD
FARM! RD. BM NO. 3 -114
U.S.G.S. DATUM
BASIS OF BEARINGS:
THE BEARING OF N 00 4921" E PER
PARCEL. MAP 4244 IN THE OFFICE OF
THE FERN COUNTY RECORDER WAS TAKEN
AS THE BASIS OF BEARINGS SHOWN HEREON.
ib'UMMARY OF IMPROVEMENTS -
VICINITY MAP
NOT TO SCALE
SECTION 25, T29S, R26E
6" SEWER MAIN 565 LF.
MANHOLE (61-89) 1 EA
MANHOLE (9"-12) 1 EA ADDITIONAL NOTES
s' CLEAN OUT I EX
OWNER: GIBBONS & WHEELAN INC.
3809 STOCKDALE HWY.
BAKKERSFIELD, CA 93309
ENGINEER: SMITHTECH/USA, INC.
1424 17TH STREET
BAKERSFIELD, CA 93301
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TRACT MAP NO. 4908
MAP BOOK 36, PAGE 63
N 89 °10105" w 659 ZONING: R —S
%".,M' mow ..ft. tea.
IN ay iv uD w oay.a.) lAACT801�DAR1(
LEGAL DESCRIPTION
PARCEL 1 OF PARCEL MAP N0. 4244 SEC
25- 29S -26E, IN THE qN OF BAKERSFlELD,
COUNTY OF KERN, STATE OF CALIFORNIA
INDEX
SHT. N0. SHEET DESCRIPTION
1. TI TLE SHEET
2. NOTE SHEET
3. SIERRA LANE
PARCEL 2 OF PARCEL MAP ISO.
4244 R .M. BOOK 19 PACE 130
ZONING: R -S -5A
SCALE: 1 " = 100'
Q FT 10ofT nO FT 3W Ff
CONNECTION. SEAL TO PVC LINED
SEWERLINE OR MANHOLE LEGEND
,. THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN � 5 7 CITY MOWUMENT ENCASEMENT PER COB S TD ST -13
THE OUTSIDE DIAMETER OF THE CONNECTING LINE. THE CORED HOLE
MALL BE DESIGNED TO CUT A HOLE WITH MINIMUM DAMAGE TO THE (TO LIE CLWST OR EXISTS AS NOTED)
REINFORCING STEEL, PIPE OR PLASTIC LINER. -�- Me SENOR MAIN &MANHOLE TYPE 'A' PER COB STD SW-4
2 PRIM TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION,
THE PLASTIC LINER AROUND THE PIPE AT THE CORED HOLE SHALL BE 7W9 SE#ER MAIN &CLEAN OUT TYPE 'rA 'o PER COB SID SW-75
CLEANED PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION.
THE END OF THE CONNECTING LINE SHALL BE SEALED TO THE PVC • TP. fRAMES & GONERS FOR, MANHOLES AND CLEANOUTS PER COB STD SW -6
BOOT WITH SIKA 449/203 PRIMER AND SIKA FLEX IA SEALANT OR AN
APPROVED EQUAL T 7Vw TYPE '9A' CATCH BASIN PER COB STD D -14
0
3. THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGLY TO THE �- RCP WIRGJ CL III & MANHl1LE TYPE �A'� PER COB STU SW -4 REVIEWED BY: OUTSIDE WALL � THE GONNEGII�I.
4. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND -rES�o EX, EXISnN� MANHOLE OR SFW5R ASSISTANT PUBLIC WORKS DIRECTOR
FOR HOLIDAYS PER THE PLASTIC LINER MANUFACTURER *S
RECOMMENDATION. EXISTING SENOR MAIN & MANHOLE TYPE 'A" PER COB STD SW-4
5. THE CONNECTING LINE SHALL BE CENTERED IN THE CORED HOLE AND APPROVED BY: _ � __,. 17�5
PLACED S4 IT IS FLUSH WITH THE INSIDE WALL OF THE RCP. RCP wIRGi CL ill STORM DRAIN PIPE AS (VOTED RAUL M. ROJAS RAE 39880 EXP. 12- 31 -1�"
s. INC. � BOOT � �o� sr � an "�ia�R. BY ��0r', � STD OU7LET STRUCTURE PER COB S7D D -11 PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
S7D DRAINAGE BASIN PER COB S7D D -1)
�-- STUB & PLUG - AS NOTED
STD. SEWER LATERALS PER COB STD SW -1
� PT. RADIAL TO CENTERLINE STA.
NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' M I N I MUM COVER AT .�gpF ESSIp�, TRACT N, . 6183
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. �c�g,T E. ,S,�j��
Na 35473 all PLANS & PR(
W rn n m I T T!Y I
ADDITIONAL NOTES ON SHEET TWO
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9/30/15
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