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Home My WebLink About6.2-600 17th AlleySEWER NOTES: SEC. 1.3.1 CLEANING: PRIOR TO THE ACCEPTANCE OF ANY SEWER UNE BY THE CITY, THE CONTRACTOR SHALL CLEAN ALL UNES WITH A WAYNE-TYPE SEWER CLEANING BALL UNDER HYDROSTATIC PRESSURE. ANY STOPPAGE, DIRT OR FOREIGN MATTER SHALL BE REMOVED FROM THE UNES. ALL CLEANING AND TESTING OF SEWER UNES 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 UNE 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 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 UNES SHALL BE TESTED FOR LEAKAGE BY STANDARD HYDROSTATIC OR LOW PRESSURE AIR TEST. TESTING OF THE SEWER UNE 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 COMPUANCE, 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 USTED 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 WITH- STAND ALL INTERNAL OR EXTERNAL LOADS APPUED. 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 6% 8', 10% AND 12' SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPUNGS 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 "MAINUNE" 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 COUPUNG 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 SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY UNES SHOWN AND ANY OTHER UNES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL 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 BAKERSFIELD 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 SHALL BE CORRECTED DURING CONSTRUCTION. E. SMITH Drawing File: FrSEWABDONI7TH 07/13/2015 RCE 35473 EXP. 9-30-15 DATE CITY OF BAKERSFIELD BENCH MARK USED: CHISELED '0" TOP OF CURB NW CORNER AT THE INTERSECTION OF 18TH ST AND '0' ST CITY OF BAKERSFIELD BENCHMARK ADDITIONAL NOTE 24 HOUR INSPECTION NOTICE — PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPEC11ON SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (805) 326-3049. 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 AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT—OF—WAY SHALL BE POSTED PRIM TO ISSUANCE OF THE PERMIT. 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. ADDITIONAL NOTES OWNER: ROBERT E. SMITH 1424 17TH STREET BAKERSFIELD, CA 93301 ENGINEER: SMITHTECH USA, INC. 1424 17TH STREET BAKERSFIELD, CA 93301 INDEX SHT. NO. SHEET DESCRIPTION 1. TITLE SHEET 2. ALLEY SEWER ABANDONMENT LEGAL DESCRIPTION BEING A DIVISION OF LOTS 1,2,5,6,7,8, AND THE EAST HALF OF LOT 3 IN BLOCK 269 AS PER THE MAP OF THE CITY OF BAKERSFIELD RECORDED NOVEMBER 25, 1898 IN BOOK 1 OF MAPS AT PAGES 13 AND 14 IN THE OFFICE OF THE KERN COUNTY RECORDER, AND THAT PORTION OF THE 17TH PLACE ALLEY ABANDONED IN DOCUMENT NO. 000214103203, OF OFFICIAL RECORDS; ALSO BEING LOCATED IN SECTION 30, T. 29 S., R. 28 E., MOUNT DIABLO BASE & MERIDIAN IN THE CITY OF BAKERSFIELD. COUNTY OF KERN, STATE OF CAUFORNIA VICINITY MAP N. T. S. LEGEND: ® EXISTING STD. CITY MONUMENT ENCASEMENT --�- TYR SEWER MAIN & MANHOLE TYPE "A" �-- TYP. SEWER MAIN & CLEAN OUT TYPE "A" • TYR FRAMES & COVERS FOR MANHOLES AND CLEANOUTS 70 - - - EXISTING SEWER MAIN & MANHOLE TYPE "A" STD. SEWER LA TFRALS M 0 LLI W ry I --- V) w Z 18TH STREET _ CENTERLINE S 89'5947' W 346.39 W BASIS OF BEARINGS: THE BEARING OF N 00 00'00' E ALONG THE CENTERLINE OF "Cr STREET WAS ASSUMED PER THE MAP OF THE CITY OF BAKERSFIELD IN BOOK 1 OF MAPS AT PAGES 13 AND 14 RECORDED IN THE OFFICE OF THE KERN COUNTY RECORDER AND TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON L /S T OF C. 0. B. PROPOSED STANDARDS USED HEREIN: ST -13 - 19TH STREET - SEWER & STORM DRAIN MANHOLE TYPE (- LTJ W SW -1 - F - W w ST -12 - co SW- 7 - cn SI - I I - PA VEMENT PA TCHES 18TH STREET SEWER LA TERAL MARKER M Z NAP I 17TH STREET VICINITY MAP N. T. S. LEGEND: ® EXISTING STD. CITY MONUMENT ENCASEMENT --�- TYR SEWER MAIN & MANHOLE TYPE "A" �-- TYP. SEWER MAIN & CLEAN OUT TYPE "A" • TYR FRAMES & COVERS FOR MANHOLES AND CLEANOUTS 70 - - - EXISTING SEWER MAIN & MANHOLE TYPE "A" STD. SEWER LA TFRALS M 0 LLI W ry I --- V) w Z 18TH STREET _ CENTERLINE S 89'5947' W 346.39 W BASIS OF BEARINGS: THE BEARING OF N 00 00'00' E ALONG THE CENTERLINE OF "Cr STREET WAS ASSUMED PER THE MAP OF THE CITY OF BAKERSFIELD IN BOOK 1 OF MAPS AT PAGES 13 AND 14 RECORDED IN THE OFFICE OF THE KERN COUNTY RECORDER AND TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON L /S T OF C. 0. B. PROPOSED STANDARDS USED HEREIN: ST -13 - MONUMENT ENCASEMENT SW -4 - SEWER & STORM DRAIN MANHOLE TYPE SW -6 - SEWER CLEANOUT TYPE A SW -1 - SEWER LA TERAL MARKER ST -12 - TRENCH DETAIL SW- 7 - SEWER PIPE CONNECTION SI - I I - PA VEMENT PA TCHES SW -1 - SEWER LA TERAL MARKER 4g,OFESSIO�,A w No. 35473 9/30/15 CIVI OL I��4�� F CAL 6.2."&00 CITY RECORDS A APIC• 006-042-03 THRU 09 REVIEWED BY: -- - APPROVED BY: ASSISTANT PUBLIC WORKS DIRECTOR NICOLAS C. FIDLER R.C.E. 61069 EXP. 12-31-16 PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD SmithTechlk USA INCORPORATED THE HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CA 93301 (661) 327-8492 SCALE: 1 1" = 50' el3c/rs DATE IIJ1� DATE 17TH PLACE ALLEY SERER ABANDONMENT / moi" / /,b %3 ROBERT E. SMITH RCE 35473 DATE JOB NO. - 13-106 SHEET 1 OF 2 SHEETS 6 - 2 - 6:: 7 &A,)o 2f �=C CFMC-D I A TCD A I SEWER WYE (TYP.) SEWER LATERAL PER O.O.B. STD SW -1 LEGEND.* EXISTING STD. CITY MONUMENT ENCASEMENT ♦- TYP. SEWER MAIN & MANHOLE TYPE 'A �-- TYP. SEWER MAIN & CLEAN OUT TYPE 'A " • TYP. FRAMES & COVERS FOR MANHOLES AND CLEANOUTS - -- - EXISTING SEWER MAIN & MANHOLE TYPE »A JI STD. SEWER LA TERALS PLANTER BOXES ----- CENTERLINE PROPERTY LINE (AS SHOWN) APARTMENT ® WALKWA Y NO TES: n EXISTING SEWER MAIN TO BE v ABANDONED & REMOVED OABANDON THE EXISTING SEWER MAIN BY FILLING WITH "CONTROLLED LOW STRENGTH MATERIAL" PER CITY STANDARD CONTRACTOR TO COORDINATE WITH THE PROPERY OWNER A CONVENIENT TIME:FOR THE SEWER CONNECTION. � .OvESSIOar� E. w No. 35473 9/30/15 CIVIL 0�� OF G AL�� SCALE: 11" = 20' rl