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Home My WebLink About1.2-6865 Ph 1MCA" FDM IZI r*_ S- h I - h I - It W11 II_D\� 1. GENERAL: CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. PVC PIPE INSTALLATION: MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT 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 INLINE ON NEW PIPELINES; CUT IN FITTINGS ARE NOT PERMITTED. JOINTS: USE ONLY ELASTOMETRIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION: PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS 1, 11 AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 3. SYSTEM TESTING: A PRESSURE TEST AND MANDRELL TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DESIGN MANUAL CHAPTER 1.3 AND THE RECOMMENDATION OF THE MANUFACTURER. 4. FOR P.V.C. WYE FITTINGS SHALL BE INJECTION MOLDED INLINE FOR ALL LATERAL CONNECTIONS AND BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. 5. 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 STANDARD DRAWINGS SW -4, SW -5, AND SECTION 70 -1.02H OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WiTH THE CITY OF BAKERSFIELD STANDARD DRAWING SW -6. 7. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -22 EXCEPT AS NOTED ON PLANS. 8. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 9. 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. 10. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW -3, EXCEPT AS NOTED ON PLANS. 11. ALL LATERALS SHALL BE 4" IN DIAMETER, EXCEPT AS NOTED ON PLANS, AND EXTENDED 4' BEYOND R/W LiNE. 12. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE IN ACCORDANCE WITH CiTY OF BAKERSFIELD STANDARD DRAWING SW -1. 13. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PiPE. 14. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER, UNLESS NOTED OTHERWISE. 15. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1- 800 -642 -2444. 16. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION A 24 HOUR NOTICE TO THE CITY CONSTRUCTION INSPECTION SECTION IS REQUIIRED FOR INSPECTION AND TESTING. TELEPHONE 326 -3049. 17. SEWER LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AT PROPERTY LINE AND A MINIMUM OF 2.50' DEEP AND 7.00' MAXIMUM AT FLOWLINE. 18. VIDEO INSPECTION: PRIOR TO FINAL ACCEPTANCE ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THE PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW & 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 SHALL 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 CON ECTED 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. 19. 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. 20. CLASS 1 BEDDING AND EMBANKMENT IS REQUIRED WITHIN THE PiPE ZONE FOR ALL PVC SEWER PIPE. 21. REINFORCED CONCRETE PIPE SHALL BE CLASS III WITH RUBBER GASKET JOINTS PER A.S.T.M. C 76 & C 443 . GENERAL NOTES 1. 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 THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 2. NO PIPELINE SHALL BE LAID WITHOUT PRIOR APPROVAL BY THE ENGINEER. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STDS. 4. ALL STATIONING IS ALONG THE CENTERLINE OF STREET. ALL ELEVATIONS ARE BASED ON U.S.G.S. DATUM. 5. THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONCE BY THE OWNER AND ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 6. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH "AS- BUILT" PLANS UPON COMPLETION OF THE WORK. 7. EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LINES IN THE FIELD PRIOR TO CONSTRUCTION. SEC. 1. 3.1 CLEANING PRIOR TO THE ACCEPTANCE OF ANY SEWER LINE BY THE CITY, THE CONTRACTOR SHALL , CLEAN ALL LINES WITH A WAYNE -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 AND ANY DAMAGE TO THE STSTEM DURING FINAL PAVING AND CLEANUP WILL BE CORRECTED BEFORE APPROVAL. SEC. 1.3.2 TESTING 1.3.2.1 MANDREL TEST OF PVC PIPE FOLLOWING THE PLACEMENT AND DENSIFICATION OF BACKFILL AND PRIOR TO THE PLACING OF PERMANENT PAVEMENT, ALL MAINLINE PIPE SHALL 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 CORRECTING IS ALLOWED PROVIDED PIPE HAS NOT BEEN CRUSHED AND VIBRATORY METHOD WILL NOT DISRUPT ADJACENT PROPERTY. D R A H IVII 11 11-D\1 V 11 V 11 S H 01 11- D S A u JI A k U-,---Y 0 _3A K_ C 0IJ1��'Y C A ., tt I '0 ��A i W� MH #21 Co #z CO #1 SAMAN STREET AH #2 aH #1 1" = 200' f SITE MH #8A LEGEND DESCRIPTION (09m) bgMd back of curb, exduding SD SEWER MANHOLE SDMH STORM DRAIN MANHOLE SHEET i SW -3 PAVEMENT PATCHES SW -4 CO CLEANOUT SW -5 FRAMES & COVERS CB CATCH BASIN 6" CLEANOUT SW -7 HOUSE CONNECTION SHEET TRENCH BACKFILL & COMPACTION S -9 1. TITLE STANDARD CHAIN LINK FENCE 2. EAST PANAMA LANE PLAN NOTES Bockbll material within the pipe SUMP zone to conform to notes 1, 2 3. SPARKS STREET 1. R/W ON PLANS INDICATE PROPOSED RIGHT -OF -WAY For public utilities , construction SAMAN STREET 2. DEPRESSED FLOWLINES AT ALL CATCH BASINS 4. ESTAVEZ STREET ARE 2" (0.17') BELOW NORMAL FLOWLINE. ALMAGRO STREET 5. CANDIA AVENUE HSTM Dp2321 s VEGA STREET 6. CORREGIDORA AVENUE 7. SALAZAR AVENUE w z �L lL 0 O (Y GROUND 4' 2 "x4 "x 12" REDWOOD STAKE 14 GAUGE WIRE F2r SEWER LATERAL,-- SEWER LATERAL MARKER" DETAIL N.T.S. MANDREL TABLE NOMINAL DIAMETER MANDREL 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 LINE 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). CITY OF BAKERSFIELD STANDARD DRAWINGS APPLICABLE FOR THIS PROJECT ARE: STD. N0. DESCRIPTION (09m) bgMd back of curb, exduding SW -1 SEWER LATERAL MARKER SW -3 PAVEMENT PATCHES SW -4 MANHOLE TYPE "A" SW -5 FRAMES & COVERS SW -6 6" CLEANOUT SW -7 HOUSE CONNECTION ST -22 TRENCH BACKFILL & COMPACTION S -9 STANDARD DRAINAGE BASIN S -10 STANDARD CHAIN LINK FENCE W z H W W Ems-+ i) EAST FAIRVIEW ROAD t4 U) TRACT 6865 -1 EAST PANAMA LANE VICINITY MAP N.T.S. O Ix A 0 z O Ems-+ O i E I ffjM11,L\R FMAA V V two � 211601 Pavement Backf/ compacted to 957 relative compaction in roadway areas from 3.0' (09m) bgMd back of curb, exduding INIDTH all but the outer 1.0' (03m) of the _ median areas, and in alleys, within Ilk the existing, accepted roadway OR SLURRY improvements _ Backf4l compacted to 9091 relative in - .c compaction all other areas a, 1.0'(0. Jm) up jj 6.0" (0.15m) wider -' Barkflf in pipe zone compacted both sides to 907' relative compaction. Td4e Bockbll material within the pipe Q, zone to conform to notes 1, 2 both sides and 3.* 1 For public utilities , construction �!!�9 pu►SURVEYORS/ requirements as per the Public = i, Utilities Commission General Orders 6.0" (0.15m Bedding Material for - HSTM Dp2321 s valw1l L BackAl for Rigid Pipe Backfdl material within the pipe zone shall be free of deleterious material and shall have a Sand Equivalent of not less than 20 and shall conform to the following grading: Sieve Size Percentage passing 3/4° (20mm) 100 No. 4 35 -100 No. 30 20-100 This backfr7l material shall be placed in not to exceed one foot (1.0' loose)(0,3m) layers, simultaneously on each side of the pipe in such a manner as not to damage or disturb the pipe on its alignment and grade. Each layer shall be thoroughly comp- acted by mechanical tamping. Backfrll material shall be properly compacted to springline prior to proceeding. 2. Backfill for flexible pipe. Pipe and nrttings shall be installed in accordance with the current ASTM Teci6cation D -2321. Only Class l and 11 embedment materials within the pipe zone will be considered suitable. Wthin the pipe zone, water flooding and jetting shall not be used for backlil compaction for flexible pipe. The bedding and haunching shall be hand placed to the . Spring line of the pipe and properly compacted. For sewer mains, Class 1 bedding is required for bedding and haunching. Care shall be taken not to "didocate the pipe. The remaining backfill in the pipe zone Mull be hand placed and compacted in lifts not to exceed 6.0" (0.15m) thickness Backh7l material shall be properly compacted to springline prior to proceeding. 3. BackRll material above the pipe zone shall be free of deleterious material and lumps or stones exceeding 4.0' (75mm) in greatest dimension and shall be placed in not to exceed one foot (1.0' loose) (03m) layers and each layer shall be thoroughly compacted by mechanical tamping. : NICOLAS FIDL REVIEWED BY ASST. PUBLIC WORKS DIRECTOR ENGINEER'S STATEMENT finish Grade Depth varies depending on the street's Traffic Index (T.I.). See Table "B' below Street Zane TABLE 'B° TRAFRC INDEX DEPTH 3.0 - 50 1.2' (03m) VI 55-65 1.5' (0.45m) 70-80 2.0' (0.6m) 8.5 OR MORE 2.5' (0.75m) Backfll compacted to 9091 �) relotive compaction Sae Ta* ,A / Upper limit of pipe zone shall be 1.0' (03m) above top of pipe bell or the outside diameter of plain end pipe. Hounching �, J;� =_v "Pipe or conduit 4. Testing of backfill materials shall be in accordance with the tests listed in Section 6 -3.01 of the Standard Specifications, (or ASTM D1557, Method 'C °) for trench width greater than LO' (0.3m) If trench width is less than 1.0'(0.3n), backfril with 2 sack slurry. 5 Compaction tests will be required and shall be the respons- ibility of the Developer / Subdivider / Contractor. The number and location of the tests shall be determined by the City Engineer: The tests Mull be in accordance with the tests listed in Section 6 -3.01 of the Standard Specifications, (or ASTM D1557, Method 1C7. 6 Each layer of backRl material shall meet the compaction, sand equivalent and gradation requirements before the next layer is placed. 7. For pavement patches within paved areas, see standard drawing ST-12 in this design manual. TA BL E "A h The followin g shall apply for trench widths. PIPE INIDTH IN GREG TEST TAMPING CLASS 1 BEDDING DIMENSION DRAIN OR SLURRY 1.0'(0.3m) or less 1.0(0.3m) wider 4.0" (75mm) wider 777 both sides both sides 1.0'(0. Jm) up 1.0'(0.3m) wider 6.0" (0.15m) wider to 2.0' 0 6m both sides both sides 2.0'(0.6m) or more 1.5(0.45m) wider 1.0'(0 3m) wider 631 both sides both sides .C.E. 61069 rim FILENAME: ST -13REV STANDARD MAWJC,99 TRENCH BACKFILL «�� U AND COMPACTION BEM. SHAW REQUIREMENTS N.T.S. SHEET NM C" OF BAKE�EL.D ST-22 CAUFORNIA PUBLIC WORKS DEPARTMENT ME'! Z -t 7 -�0/(0 THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT �QRaFESS /oa9 REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS. ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND a No.nss4 SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. 19 CIVIL �j OF CAI \\ 0z JAVA ES K. DELMARTER R .C-E. 17564 DATE J STORM DRAIN MANHOLE 12 EA 18 R.C.P. STORM DRAIN 1025 LF 24 R.C.P. STORM DRAIN 1297 LF 30 R.C.P. STORM DRAIN 777 LF CATC H BAS I N 10 EA OUTLET STRUCTURE 1 EA CHAIN LINK FENCE Da� 631 LF 16' DOUBLE DRIVE GATE 1 EA SEWER �STIMATED OUANTITIES SEWER MANHOLE 13 EA CLEANOUT 2 EA 8" SEWER MAIN 4211 LF 6" SEWER MAIN 279 LF 4" SEWER LATERAL 2659 LF TRACT NO. 6865 PHASE 1 :SOILs ON SANITATION == _ SEWER & STORM DRAIN - sTriucTURAL•� �= PLANS CIVIL UCU RA ENGINEERS :F�ioATnoris � ,fted DELMARTER AND ASSOC. ®A �; 11- -20 -15 Da� p�, "1 2019 WESiWND DRIVE STE. -C° BAKERSFIELD, CA. 93301 PHONE 327 -1486 FAX 327 -1452 No. 14091 B �!!�9 pu►SURVEYORS/ DRAWING FLE. GATEWAY 1.2 -6865 Ph 1