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HomeMy WebLinkAbout1.2-6363 1-2 Record Drawingsi 1 SL*#WY OF IMPROVEMENTS- UNIT 0NEs 4' SEWER MAIN 4,962 L,F, 6' SEWER MAIN 1,837 US 8' SEWER MAIN 4;349 L,F, 8' SEWER MAIN 44, -t-; Fs we"' MANHOLE (6' -81) 8 EA, MANHOLE (9' -121) 15 EA, MANHOLE (13' -16') 1 EA, 6' CLEAN BUT 5 EA, TIE -IN 1 EA, CATCH BASINS (3,51) 10 EA, 18' STORM DRAIN PIPE 342 L,F, 24' STORM DRAIN PIPE 1,103 LF, MANHOLES 11 EA, 30' STORM DRAIN PIPE 67 L,F, MANHOLES 2 EA, CATCH BASINS 1 EA, 6' BLOCK WALL (0 -1' RET) 650 L,F, OUTLET STRUCTURE 1 E,A, SUMiPR M OF I DVEMENTS- UNIT TWA INDEX SHTs N0. SHEET DESCRIPTION i, 2, 3, 4, 5, 6, 7, 81 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 12/07/05 Drawing File; FSEW6351 TITLE SHEET NOTE SHEET TROPICANA DRIVE RID SAMBA WAY COUSTEAU AVENUE BLOSSOM TIME AVENUE BEACH RASE DRIVE CENTENNIAL STAR DRIVE TANGERINE DREAM LANE FRAGRANT CLOUD AVENUE SWEET SUNBLAZE AVENUE SUMMER DREAM CURT AUTUMN SUNSET DRIVE SPELLBOUND WAY BUTTERFLY RASE AVENUE FIRST PRIZE WAY CADBURY DRIVE SUNFIRE WAY WHITMAN AVENUE SUMP BA,KE R S F I F I D TRACT No. 6363 UNITS 1-�� C1 INS PANS SEWER AND ST1,1RM DRAIN PLANS AND PROF ILES SCAL SOUTHERN PACIFIC 4' SEWER MAIN w L,F, 6' SEWER MAN 180 L,F, 8' SEWER MAIN 4,807 L,F, MANHOLES (6' -81) i 1+ EA, 6' CLEAN OUT fr EA, CATCH BASINS (3,51) 8 EA, 18' STORM DRAIN PIPE 828 LF, 24' STORM DRAIN PIPE 657 LF, MANHOLES 8 EA, INDEX SHTs N0. SHEET DESCRIPTION i, 2, 3, 4, 5, 6, 7, 81 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 12/07/05 Drawing File; FSEW6351 TITLE SHEET NOTE SHEET TROPICANA DRIVE RID SAMBA WAY COUSTEAU AVENUE BLOSSOM TIME AVENUE BEACH RASE DRIVE CENTENNIAL STAR DRIVE TANGERINE DREAM LANE FRAGRANT CLOUD AVENUE SWEET SUNBLAZE AVENUE SUMMER DREAM CURT AUTUMN SUNSET DRIVE SPELLBOUND WAY BUTTERFLY RASE AVENUE FIRST PRIZE WAY CADBURY DRIVE SUNFIRE WAY WHITMAN AVENUE SUMP BA,KE R S F I F I D TRACT No. 6363 UNITS 1-�� C1 INS PANS SEWER AND ST1,1RM DRAIN PLANS AND PROF ILES SCAL ENGINEER'S STATEMENT; 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, �2, ROBERT E. SMITH RCE 35473 DATE EXP, 9 -30 -07 EASEMENT NOTES EASEMENTS AFFECTING THIS MAP: SUNSET RAILROAD COMPANY RAILROAD EASEMENT PER BOOK 160, PAGE 403 OF DEEDS (PORTION TO BE QUITCLAIMED) P.G. & E. 50' WIDE GAS PIPELINE EASEMENT PER BOOK 0203002116, O,R, PSG. & E. 15' WIDE GAS PIPELINE EASEMENT PER BOOK 1606, PAGE 318, US PSG, & E. 35' WIDE GAS PIPELINE EASEMENT PER BOOK 0203002117, O,R, EASEMENTS WHICH ARE UNASCERTAINABLE FROM RECORD-. EASEMENT PER BO K 1, PAGE 259 OF PATENTS KERN COUNTY LAND COMPANY EASEMENT PER BOOK 80, PAGE 369 OF DEEDS KERN COUNTY LAND COMPANY EASEMENT PER BOOK 80, PAGE 415 OF DEEDS EASEMENTS TO BE QUITCLAIMED PRIOR TO RECORDATIONi P,G, & E, 15' WIDE GAS PIPELINE EASEMENT PER BOOK 1606, PAGE 204, O,R, P,G, & E, 15' WIDE GAS PIPELINE EASEMENT PER BOOK 1685, PAGE 45, O,R, ADDITIONAL NOTES OWNER: DAVID P, ANTONGIOVANNI FAMILY TRUST U /T /A/ DATED SEPT, 6, 1990, ET AL c/o NANCY TURNIPSEED 3160 AUDUBON DRIVE BAKERSFIELD, CA 93309 DEVELOPERi LENNAR /COLEMAN 5251 OFFICE PARK DRIVE STE, 200 BAKERSFIELD, CA 93309 ENGINEERi SMITHTECH /USA, INC. 1424 17TH STREET BAKERSFIELD, CA 93301 BENCH MARK SETS CHISELED 0 " ON THE NORTH END OF A CONCRETE HEADWALL LOCATED 312' No AND 30' E, OF THE We 1/4 COR, OF SEC, 191 30/27, M,D,M, U,S,G,S, DATUM 4� -_ LEGAL DESCRIPTION BEING LOTS 3, 6, 11 AND 14 OF SECTION 20, To 30 S,, R, 27 E,, M,D,M,, IN THE CITY OF BAKERSFIELD, FIELD, COUNTY OF KERN, STATE OF CALIFORNIA, AS PER THE SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY, RECORDED MAY 28, 1892, IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A PORTION OF THE W, 1/2 OF THE N.E. 1/4 OF SEC, 20, To 30 S,, R, 27 E,, M,D,M, VICINITY MAP N.T.S. UAIn K USED TOP OF CONCRETE MONUMENT wlCOPPER PDINT AT THE No 1/4 COR, OF SEC. 19, 30127, M.D.M. PER TR. 6082 -UNIT 1 SOUTHERN PACIFIC RAILROAD • PACNECO READ 100 (TV BE CONST. OR EXISTS AS NOTED) PROJECT- TYP. SEWER MAIN 9. M4NHNLE TYPE. 'A' PER COB STD SW -4 �- TYP. SITE �r TYP. TYPE 'A' CATCH BASIN PER COB STD D -14 S"B" RCP VIR6J CL III STORM DRAIN PIPE AS NOTED -0- RCP PRIVATE ENGINEERS NOTICE TO CONTRACTORS Q TYP CUTLET STRUCTURE PER COB STD TYPE D -11 � STUB PLU6 - 4SINOTED .W' ABANDONED L 71L WELL - AS NOTED STD THE EXISTENCE AND LOCATIDM OF ANY UNDERGROUND UTILITY PIPES DR STRUCTURES SHOWN FUTURE SEWER LATERALS PER COB STD SW -1 v� ON THESE PLANS ARE Q$TAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST > HARRIS READ w OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHAWN ON THIS MAP. � THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE � 757 W > � � UTILITY LINES SHOWN AND ANY OTHER LINES PIDT OF RECORD OR NOT SHOWN ON THIS W C L-11 DRAWINGS ENGINEER SHALL NOT BE RESPONSIBIE FOR THE ACCURACY DR COMPLETENESS OF ANY SUCH INFOtMATI0W OR DATA. o �` UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIER TO CONST- PANAMA LANE RUCTIOP1. 1-8N- 227 -2600 ENGINEER'S STATEMENT; 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, �2, ROBERT E. SMITH RCE 35473 DATE EXP, 9 -30 -07 EASEMENT NOTES EASEMENTS AFFECTING THIS MAP: SUNSET RAILROAD COMPANY RAILROAD EASEMENT PER BOOK 160, PAGE 403 OF DEEDS (PORTION TO BE QUITCLAIMED) P.G. & E. 50' WIDE GAS PIPELINE EASEMENT PER BOOK 0203002116, O,R, PSG. & E. 15' WIDE GAS PIPELINE EASEMENT PER BOOK 1606, PAGE 318, US PSG, & E. 35' WIDE GAS PIPELINE EASEMENT PER BOOK 0203002117, O,R, EASEMENTS WHICH ARE UNASCERTAINABLE FROM RECORD-. EASEMENT PER BO K 1, PAGE 259 OF PATENTS KERN COUNTY LAND COMPANY EASEMENT PER BOOK 80, PAGE 369 OF DEEDS KERN COUNTY LAND COMPANY EASEMENT PER BOOK 80, PAGE 415 OF DEEDS EASEMENTS TO BE QUITCLAIMED PRIOR TO RECORDATIONi P,G, & E, 15' WIDE GAS PIPELINE EASEMENT PER BOOK 1606, PAGE 204, O,R, P,G, & E, 15' WIDE GAS PIPELINE EASEMENT PER BOOK 1685, PAGE 45, O,R, ADDITIONAL NOTES OWNER: DAVID P, ANTONGIOVANNI FAMILY TRUST U /T /A/ DATED SEPT, 6, 1990, ET AL c/o NANCY TURNIPSEED 3160 AUDUBON DRIVE BAKERSFIELD, CA 93309 DEVELOPERi LENNAR /COLEMAN 5251 OFFICE PARK DRIVE STE, 200 BAKERSFIELD, CA 93309 ENGINEERi SMITHTECH /USA, INC. 1424 17TH STREET BAKERSFIELD, CA 93301 BENCH MARK SETS CHISELED 0 " ON THE NORTH END OF A CONCRETE HEADWALL LOCATED 312' No AND 30' E, OF THE We 1/4 COR, OF SEC, 191 30/27, M,D,M, U,S,G,S, DATUM 4� -_ LEGAL DESCRIPTION BEING LOTS 3, 6, 11 AND 14 OF SECTION 20, To 30 S,, R, 27 E,, M,D,M,, IN THE CITY OF BAKERSFIELD, FIELD, COUNTY OF KERN, STATE OF CALIFORNIA, AS PER THE SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY, RECORDED MAY 28, 1892, IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A PORTION OF THE W, 1/2 OF THE N.E. 1/4 OF SEC, 20, To 30 S,, R, 27 E,, M,D,M, VICINITY MAP N.T.S. UAIn K USED TOP OF CONCRETE MONUMENT wlCOPPER PDINT AT THE No 1/4 COR, OF SEC. 19, 30127, M.D.M. PER TR. 6082 -UNIT 1 NOTE, SEE SHEET TWA FAR ALL NOTES U,S,G,S, DATUM REV13104o R OBERT E. SMITH DATE lk.C.5 35473 qN: 09 /a0/07 REVIS1014 A PROViO 0Y: Aw MARIAN P. SHXW GATE ?s.C. e 32,17.1.6 ExP. iZf3�lo8 REV�540PI:6.LIMINI�Otl+�lt'iNt� At�iC vtN1% p CLAL S*TL A 410 �V$IDW APPLI G5 To 5 NEE'RS'i18%I ORDER IN WHICH UNITS WILL BE CONSTRUCTED NOTE ;UNITS 1 -3 SEWER AND STORM DRAIN TD BE CONSTRUCTED SIMULTANEOUSLY 1) UNIT ONE AND SUMP = 200' rqlal cl� x W 94 95 LEGEND • STD. CITY MONUMENT ENCASEMENT PER COB STD ST -13 100 (TV BE CONST. OR EXISTS AS NOTED) � TYP. SEWER MAIN 9. M4NHNLE TYPE. 'A' PER COB STD SW -4 �- TYP. SEWER MAIN & CLE4M7UT PER COB STD SW -6 �r TYP. TYPE 'A' CATCH BASIN PER COB STD D -14 S"B" RCP VIR6J CL III STORM DRAIN PIPE AS NOTED -0- RCP VIR6J CL III M4NK1E TYPE 'A' PER COB STD SW -4 � TYP CUTLET STRUCTURE PER COB STD TYPE D -11 � STUB PLU6 - 4SINOTED .W' ABANDONED L 71L WELL - AS NOTED STD DRAINAGE BASIN PER COB STD D -11 STD SEWER LATERALS PER COB STD SW -1 � PT RADIAL TO CENTERLINE ST4. - AS NSTED NOTE, SEE SHEET TWA FAR ALL NOTES U,S,G,S, DATUM REV13104o R OBERT E. SMITH DATE lk.C.5 35473 qN: 09 /a0/07 REVIS1014 A PROViO 0Y: Aw MARIAN P. SHXW GATE ?s.C. e 32,17.1.6 ExP. iZf3�lo8 REV�540PI:6.LIMINI�Otl+�lt'iNt� At�iC vtN1% p CLAL S*TL A 410 �V$IDW APPLI G5 To 5 NEE'RS'i18%I ORDER IN WHICH UNITS WILL BE CONSTRUCTED NOTE ;UNITS 1 -3 SEWER AND STORM DRAIN TD BE CONSTRUCTED SIMULTANEOUSLY 1) UNIT ONE AND SUMP = 200' rqlal cl� x W 94 95 96 97 98 99 100 101 102 103 10, 93 92 91 90 89 88 87 86 85 84 8v 109 110 111 112 113 114 115 108 107 106 105 104 103 102 44 43 42 41 40 34 38 37 29 30 31 32 33 34 35 36 '.2 21 20 19 18 17 16 15 74 73 72 71 70 69 68 67 75 76 77 76 79 80 81 82 74 73 72 71 70 69 68 67 D148 147 146 145 144 143 142 141 140 2.) UNIT TWO APPROVED: "RECORD DRAWING' - - -- " -- � - RA61M. RAJAS RCE 398-80 EXP, 12 -31 -05 CORRECTIONS BY: 1� PUBLIC WORKS DIRECTOR DATE 9,l4- r_TTy- f1F RAKFRCPTF'I P x.r s va r u ash I���vt 11�VL T� ��63 �.� �0NLy J?AC�' .I��. R 3�3 -UNITS 1- S�'1ER 'RE D Di�AWMIG 4�oFESSroN w CORRECTIONS BY: DATE /of No. 35473 r� 9/30/07 � mi ech SSA L) *� c aF �* INCORPORATED t �A�,t� °�� THE HABERFELDE BUILDING 1424 17TH STREET - ?_ 7- o s BAKERSFIELD,CA 93301 ROBERT E. SMITH RCE n5473 DATE-A (661) 327 -8492 FAX 327 -8493 JOB N0. - 04 -118 SHEET 1 OF ZO SHEETS:- ' 4 04 iz i SMEWER hILTESS SEC, 1,31 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, 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= 13.2.1 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 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 DIAMETER 6' 8' 10' 13,22 PRESSURE TEST: MANDREL DIAMETER 5,47 7,27 9,07 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) 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 SPECIFIER, 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 CONDU-ITSt 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 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, 1,421 VITRIFIED CLAY PIPE (VCP) A. MATERIALSi 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. JOINTSi (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 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), 1,422 POLY VINYL CHLORIDE PIPE (PVC) A. MATERIALSi. PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION 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. JOINTSi USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION, WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD, C. INSTALLATION.- PIPE AND FITTING SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I, II, III, EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE, 12/07/05 Drawing File: FSEW6351 1,4,23 ACRYLONITRILE- BUTTADIENE- STYRENE PIPE (ABS) A. MATERIALSi PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D2680 AND D2751, 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. JOINTSi USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD, Cr INSTALLATIONt PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I, II, III, EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 1,42,4 SYSTEM TESTING-. INSTALLED- PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 13, WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO 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 RIGHT OF WAY LINE AND SHALL BE 4' IN DIAMETER EXCEPT AS NOTED ON PLANS. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE, B, WYE FITTINGS SHALL BE IN -LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN, C, ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG SOLVENT WELDED. 1,4,2,6 BACKFILL, COMPACTION AND PAVEMENT PATCHES: BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST--22 ALL EXISTING PAVEMENT AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -6. 1,427 EXISTING FACILITIESi ALL EXISTING- I MEN-TS, (CLRB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING, ETC,), THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER, SEC, 1,43 MANHOLES- AND- CLEANOU-TS (LAMPHOLES)-.- ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD- DRAWINGS- SW--4 AND S--& AND SECTION 701-1Z2H' AND 71 -1,07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORT ATMNs. CURRENT EDITIGK ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING SW -6. SEC, 1.4,4 STANDARD FOR SEPARATION OF WATER AND SEWER LINES= 1,4,4,1 WATER LINES SHALL BE LAID IN SEPARATE TRENCHES AS FAR AS POSSIBLE FROM NEARBY SEWER LINES, A MINIMUM HORIZONTAL SEPARATION OF TEN (10) FEET IS REQUIRED. 1,4,4,2 WATER LINES SHALL BE LAID AT A HIGHER ELEVATION THAN NEARBY SEWER LINES. 1,4,43 WHEN PIPELINES CROSS, THE BOTTOM OF THE WATER LINE SHALL BE AT LEAST TWELVE (12) INCHES ABOVE THE TOP OF THE SEWER PIPE, 1.4.4,4 WHERE STEEL CASINGS OR TUNNELS ARE USED FOR THE PASSAGE OF WATER AND SEWER LINES UNDER RAILROAD TRACKS, HIGHWAYS OR OTHER STRUCTURES, THE SAME SHALL BE SPECIALLY DESIGNED TO ELIMINATE ANY HAZARD OF CONTAMINATION TO THE WATER SYSTEM, 1C1'7r1DkA fit A TK1 K1f 1"TC V SEC, 2,53 CLOSED CONDUITSi 2,5,3,1 THE MINIMUM INSIDE DIMENSION FOR A CLOSED CONDUIT SHALL BE 18 INCHES AND THE CLOSED CONDUIT SHALL BE PLACED WITHIN THE TRAVELED WAY WHENEVER POSSIBLE, 2,5,3,2, THE ALIGNMENT OF CLOSED CONDUITS SHALL BE AS NEARLY STRAIGHT AS PRACTICABLE. MANHOLES SHALL BE PROVIDED AT ALL JUNCTIONS, AT INTERVALS NOT TO EXCEED 500 FEET ALONG THE CONDUIT, AND AT ALL BENDS SHARPER THAN 15 DEGREES, BENDS OF 15 DEGREES OR LESS MAY BE CONSTRUCTED WITH PRE - FORMED ANGLED SECTIONS OR BY PLACING CONDUIT ALONG A CURVE USING STANDARD BEVELED PIPE, 25,33, CLOSED CONDUITS, INCLUDING NON - REINFORCED AND CAST -IN- -PLACE CONCRETE PIPE, SHALL BE STRUCTURALLY DESIGNED TO WITHSTAND EARTH AND SURCHARGE LOADS NORMALLY ANTICIPATED, THE CLEARANCE BETWEEN TOP OF PIPE AND GROUND SHALL BE SUFFICIENT TO PREVENT DISPLACEMENT OF, OR DAMAGE TO, THE CONDUIT BY ALL LOADING AND LAND USES. A MINIMUM OF 2 FEET OF COVER WILL BE REQUIRED IN ALL CASES, THE COVER REQUIRED WITHIN ROAD RIGHTS OF WAY SHALL BE TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION OF THE ROAD. A MINIMUM OF CLASS III REINFORCED CONCRETE PIPE OR EQUIVALENT NON- REINFORCED PIPE SHALL BE USED IN ALL TRAVELED WAYS, RUBBER GASKETED PIPE, CAPABLE OF SUSTAINING 10 FEET OF HEAD ABOVE GUTTER FLOWLINE, SHALL BE INSTALLED AT ALL SIPHON LOCATIONS, UNDER SIDEWALKS AND FOR ALL JOINTS WHERE PIPE FLOWLINE IS BELOW HYDRAULIC GRADE ELEVATION AT THE OUTLET, 25,3,4, CONDUITS SHALL BE DESIGNED TO HAVE A MINIMUM USEFUL LIFE OF 50 YEARS. CAST- IN-,PLACE CONCRETE PIPE, ASBESTOS CEMENT PIPE, NON - REINFORCED CONCRETE PIPE AND REINFORCED CONCRETE PIPE CONFORMING TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, WILL BE ACCEPTABLE IN CLOSED CONDUIT SYSTEMS, POLYETHYLENE (PE) LARGE DIAMETER PROFILE WALL PIPE CONFORMING TO ASTM F894 ON POLYVINYLCHLORIDE (PVC) LARGE DIAMETER PROFILE WALL PIPE CONFORMING TO ASTM F794 WILL BE ACCEPTABLE IN CLOSED CONDUIT SYSTEMS, INSTALLATION OF PE AND PVC PIPE SHALL . BE IN ACCORDANCE WITH ASTM 02321, ONLY CLASS I,II AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE, 253,5, METAL CONDUIT WILL NOT BE ACCEPTABLE IN CLOSED CONDUIT SYSTEMS, OUTLETS INTO THE KERN RIVER SHALL BE FURNISHED WITH FLAP GATES OR ACCEPTABLE SUBSTITUTE TO PREVENT BACKFLOW, TRACT No. 6363 CIINS FRUC F11 IN SF WF R PLANS UNITS 1 -3 PLANS AND STORM DRAIN AND PR ❑FILES 11 1111111111 ii� N ON TF11 NO 1, ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE ENGINEER AND SHALL BE PROVIDED BY THE DEVELOPER. NUMBER AND LOCATION OF COMPACTION TESTS SHALL BE DETERMINED BY THE CITY ENGINEER OR HIS AUTHORIZED AGENT, 2. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE, 3. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE, 326 -3049 4. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION, (1 -800- 227 -2600) 5. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT, 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 PERMIT, 6. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO 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 CONSTRUC- TION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE 'CHAIN OF CUS- TODY'v FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPELINE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS, A RECORDED VIDE CASSETTE, THE COMPLETED 'CHAIN OF CUSTODY' FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATION- ING 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, 7, CLASS 1 BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE, 8, CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTING TO EXISTING STUB, If THE POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE, 9. ALL STORM DRAIN PIPE TO BE CL III RCP -RGJ TYPE, 10. ALL STORM DRAIN MANHOLE AND INLET IDENTIFYING NUMBERS CORRES- POND TO THOSE SHOWN ON THE APPROVED DRAINAGE STUDY, 11, TRENCHING TO BE PER C,O.B. STD. ST -13 r No. 35473 P4 9/30/07 CIVIb OF CALN��� - -- ----------------- �y RIMNIF -WAY PROPERTY LINE _1� GROUND 28''X40'X12' STAKE r � 14 GAUGE WIRE i SEWER LATERAL PLUG 4A' MAN. SEWER LATERAL MARKER PER COB STD SW -1 mrs. INSTALL AT END OF ALL LATERALS STANDARD TRENCH DETAIL ST -22 P, TRENCH BACKFILL AND COMPACTIDN REGHJIREMENTS 19- i�S6 3 "RECORD DRAWING* CORRECTIONS BY: DATE o-� c ur cu 3riLt 13 i FINISH GRAD£ i BACKFILL COMPACTED TO 95% RELATIVE , COMPATION BETWEEN EXISTING OR FUTURE i BACK OF CURB LINES OF STREETS OR EXISTING cu OR FUTURE RIGHT OF WAY LINES OF ALLEYS, BACKFILL COMPACTED TO 90% RELATIVE i COMPACTION IN ALL OTHER AREAS, E3 o z C A _ � - _ p A p �., BACKFILL COMPACTED TO 90% RELATIVE COMPATION Cl _° - a �© v zo PIPE OD _ - :.. 12' MAX, UPPER LIMIT OF PIPE ZONE SHALL BE TWELVE (12) 12' MAX. _.= 6' MIN, 6' MIN, INCHES ABOVE TOP OF PIPE BELL OR THE OUTSIDE DIAMETER OF PLAIN END PIPE, :- :.yPIPE ZONE, BACKFILL COMPACTED TO 90% RELATIVE COMPACTION PIPE OR CONDUIT STANDARD TRENCH DETAIL ST -22 P, TRENCH BACKFILL AND COMPACTIDN REGHJIREMENTS 19- i�S6 3 "RECORD DRAWING* CORRECTIONS BY: DATE o-� c ur cu 3riLt 13 i 9 Iff w z z PI M I S,D, LINE TABLE i LINE BEARING DISTANCE Ll S 89*15'19'v E 55100' L2 N 89*15'19,q W 45100' L3 N 90*0000" W 45.00 L4 N 68"20'13" W 28-90 L5 S 00*1535" W 44,15 354 352 350 --348- .346 344 ----------- - 342 340 P:I CIO: lo m SCALES HORIZ, 1" = 50' VERT, lo = 4' 10 co W--4 LLJ 4 cn WA F-: PARK m m C-1 n cvi ol SEE SHEET 8 ,C*5 -'20 10 00 cn + P-4 ce + 00 L4J X: P4 CIN cic U-i C5 :z P" F- R/W C=> FL cu 11 S 00*44'41" W C=:> clU ll�' FL C=:> 1 11 1 "--R/W 148 5 1Q.1.0 2011 20 ,�io SEE SHEET Cie Z: EM 36 R/W F L cu 16 24" S.D. C=� cu 280,00 LF, 8' SEWER C:> LLJ CL cr� cn WA F-: PARK m m C-1 n cvi ol SEE SHEET 8 W clw -'20 10 00 cn + P-4 ce I"- cu 00 L4J X: P4 CIN cic U-i C5 :z P" F- I cu co "- (5 Li Z: <c U 7;1 w m: C 3 Ljj W P—♦ CL C,00) c000) W :e C3 cy. as r*,.% + C3 > r< pq 4cr + SEE SHEET 3 CD ui SEE SHEET 6 + 10 20 10 .......... 101-20 20 10 W --20 ------- cu > L L5 -------- Li C-1 ! 'lNS`llM--LL'-'--'2:RG,-0G LF," ER, N -------------- VWER -"MAI owe Li 00 L L2 1�=. s -4126rlw --- -------- . ..... I z R/ Li Li col L3 5-4 V.7-lir 1% 5 12 �11FL 13 18" S.D. 1 N 00*44'41# E IL 14 to ft XO FL Go 1 Ll 1 R/W 5 1Q.1.0 2011 20 ,�io SEE SHEET Cie Z: EM 36 R/W F L cu 16 24" S.D. C=� cu 280,00 LF, 8' SEWER C:> cys 0 C3 rr Lo + w 37 N 00*44'4117 'v E FL ��-R/W cy. 139 CL cr� cn WA F-: PARK m m C-1 n cvi ol SEE SHEET 8 W clw -'20 10 00 cn + 5 I"- cu cys 0 C3 rr Lo + w 37 N 00*44'4117 'v E FL ��-R/W cy. w wJ WA cr, uj W C-1 tW SEE SHEET 8 10 20 -'20 10 C.7 5 P4 CIN cic U-i Li :)t :z I cu co "- Li i7y 7;1 00 ------- ------------ . ...... ................. 0 ze; C5 m 0 o cs 0-�! m ''D '—.. + + 4= cu 4cf. CD L6 C,j LQ 02 cu \IFL S 00044'41" W Cu 280,00 L,F, 8" SEWER 101 C:3 .j U F. LJ Z: > <c � P4 Cie Li. SEE SHEET 10 101201 20 110 1QL 20[.I 20 X10 SEE SHEET 10 > Z: <r ce Lv Q LY 12 13 14 15 16 17 18 19 20 V�4 4k. " . ...... . ...... . ...... .... . ...... . 99 IL 320 LF, 18' INV, innATL -- -------- --------------- . . . ....... s 345,40 N/ /w 24-F INV. s i -0370% ----------- A U., I ---------- --------------- -------- ---------- - ---- ------ ...... ---------------- - - - - -- ----------------- STAs 14+97 + 18" /ice- 1 ` IAA-Al 2631 Us 24# CL III RCP V/R S ^ — 0,114Z %!:p /Anv; ..... ...... 4* 1 .3,90 R❑BERT E. SMITH RCE 35473 DATE Blt � oNL% " co D DRAWING" 0 CORRECTIONS BY: E. 10A DATE A -20-1 No. 35473 9/30/07 0 CAL 116 LEGEND • STD, CITY SURVEY MONUMENT ENCASEMENT PER COB STD ST-13 lTL7 BE CONS1; OR EXISTS AS NOTED) mm�— rYP, SEVER MAIN &MANHOLE TYPE fA'f PER COB STD SW -4 ommm rYP, SEVER MAIN & CLEANOUr PER COB STD SW -6 <> STD, STREET LIGHT — 9500 LUMEN PER COB STD ST-14 + STD, CITY STREET NAME SIGN PER COB STD T-1 �� STD. WHEEL CHAIR RAMP PER CAB STD ST-9 AND AS REVISED CAL TRANS STD A-88A C DRIVEWAY PER CAB STD ST-4 AND T-12 -�- iYP, TYPE 'Wr CATCH BASIN PER COB STD B-14 RCP W /RGJ CL III MANHOLE TYPE f4*# PER COB STD, SW -4 SaDa RCP W /RGJ CL III STORM DRAIN PIPE AS N07'ED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4/ BEYOND RIGHT OF WAY LINE) ENSURE 2,25/ MINIMUM COVER AT RIGHT OF WAY LINE) 2,50' AT GUTTER FLOW LINE, 21 w U w WA cr, U-j J5 C-1 i I 2 OIZI 0 C.7 ---------- ck: uj U-i . ................ .. ................ --------- - - ------------------ :z 00 ----o 5 1QL 20[.I 20 X10 SEE SHEET 10 > Z: <r ce Lv Q LY 12 13 14 15 16 17 18 19 20 V�4 4k. " . ...... . ...... . ...... .... . ...... . 99 IL 320 LF, 18' INV, innATL -- -------- --------------- . . . ....... s 345,40 N/ /w 24-F INV. s i -0370% ----------- A U., I ---------- --------------- -------- ---------- - ---- ------ ...... ---------------- - - - - -- ----------------- STAs 14+97 + 18" /ice- 1 ` IAA-Al 2631 Us 24# CL III RCP V/R S ^ — 0,114Z %!:p /Anv; ..... ...... 4* 1 .3,90 R❑BERT E. SMITH RCE 35473 DATE Blt � oNL% " co D DRAWING" 0 CORRECTIONS BY: E. 10A DATE A -20-1 No. 35473 9/30/07 0 CAL 116 LEGEND • STD, CITY SURVEY MONUMENT ENCASEMENT PER COB STD ST-13 lTL7 BE CONS1; OR EXISTS AS NOTED) mm�— rYP, SEVER MAIN &MANHOLE TYPE fA'f PER COB STD SW -4 ommm rYP, SEVER MAIN & CLEANOUr PER COB STD SW -6 <> STD, STREET LIGHT — 9500 LUMEN PER COB STD ST-14 + STD, CITY STREET NAME SIGN PER COB STD T-1 �� STD. WHEEL CHAIR RAMP PER CAB STD ST-9 AND AS REVISED CAL TRANS STD A-88A C DRIVEWAY PER CAB STD ST-4 AND T-12 -�- iYP, TYPE 'Wr CATCH BASIN PER COB STD B-14 RCP W /RGJ CL III MANHOLE TYPE f4*# PER COB STD, SW -4 SaDa RCP W /RGJ CL III STORM DRAIN PIPE AS N07'ED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4/ BEYOND RIGHT OF WAY LINE) ENSURE 2,25/ MINIMUM COVER AT RIGHT OF WAY LINE) 2,50' AT GUTTER FLOW LINE, 21 .354 352 350 ------------ 1348 346 344 ............ 342 - ----- ---- - 340 I 04 A 10 - --- --- W Lo$ Alf A id 11 u --- S 7. F 20 SHEETS a_ � l Ill � Wk . . . . . . . . . . Z 00 I ON C-1 i I C.7 ---------- . ................ .. ................ --------- - - ------------------ :z ------------ - - --------------- ........... . ............ .. ......... .. ------- ------------ . ...... ................. :e ........ . .... :9 c 0.3 �u + + .......... ------- cu L -------- ----- - c� ! 'lNS`llM--LL'-'--'2:RG,-0G LF," ER, N -------------- VWER -"MAI -------- . . . ..... -- --------- - ---------------- - ---------------- - --- - _....__ s -4126rlw --- -------- . ..... I z .354 352 350 ------------ 1348 346 344 ............ 342 - ----- ---- - 340 I 04 A 10 - --- --- W Lo$ Alf A id 11 u --- S 7. F 20 SHEETS a_ � l Ill � Wk . . . . . . . . . . Z \�\ \ � �� ��� ���� � � / / ^� -eA- �� �. �. '� ,� �� .�.. ,r� w� �;..., .��'' -� .r i � �i �' z:: .�i� ,�� ,, �- "��, ' / / ./ / '' / ' ' / ,7 /_ / '� /' ��_ ��~=��_� . � ~_� ^�- -` �=~~=____- # .� ;_k 5r, u 3i —.Woe {�\ oll LU z z . . . . . �� . . . /^ �~ d4llk f 4 � lot: SCALE$� 356 354 352 350 348 346 55 t LF, M-AI S= —0.1F •;. �', 00100 LF, 6' SEWER FL 265,70 LF, 6" SEWE31 ° I N 89 °15`19,f w C20 �x SEE DTL, 'A# 59 HORIZ, 1". = 50** VERT, 1 = 4' INV$ P c� 349,60 N/EIW 349'.4 1- ._...---- -- ---'-- ' - -- -- --- -- ..._._- ._....a - -. � - '• D 1 Y �► O - tY7 + i U _ _ I f I 1 j � I i i ! 1 'SECTION 'M' 4..11 iLFe18' -RCF-WR DRAIN P] --0,222! S, 349.50; E. L 6 j 1%r Ln i eel. I _ I PA _ I r _ , 11 12 0 cu FL ft c� c?% c'n M R!W CYN 00 4 45 M 1.4 20' 20-1 ' iQ TYP TYP DETAIL 'A' N.T.S. 10 11 12 31 1 i 5 CIS cu 6 V-4 04D Z 2 n `O � LO J + + vi -a o .cc F-- d 201 20` 20' TYP, TYP, TYP, 92 9__ cis 90 ft 1 a cis r "33 L3 180,0 L,F, 0 1 �- x 24 SeD, N 89 1519 W 5 L4 :4B ac M M cn - w M o + M� co S,D, LINE TABLE CITY SURVEY MONUMENT ENCASEMENT PER COB STD 57 -13 � 20` 20' - w 10 2Q 20 10 hQ- TYP TYP c� + + N - A L3 U Cia ♦ CD w 4f LINE BEARING LO DISTANCE A CL F—: Z: .- ` T T YP LJ W Z: C3 C3 6=4 _ CD + RCP U- 7 U-) J O Q t'7 Wit' ! V-4 r ^ 61R5J CL III STORM DRAIN PIPE — AS NOTED O NOTE O 3 M C? (Ts Q ^ Li N 89"15'19 1, 45.00 O RIGHT OF WAY LINE, 2.50' AT GUTTER FLAW LINE. �--I► % w .-4 = W o L2 N 89 015'19" 55.00' - C7 �-- = c ~ � ( z W CU �-' � in ~ I CY? L3 S 00 °44`41 W 87100' - z o ir- z L4 N 4 a4 ' 5 4 41 E 22,67 CIO) uj =- uj M p A � A Q � o Z a. uJ z Q A p p _ 00 o _ U U7 --' t-- _ CD Cry J � �i..a. Z U Vt _ ty? J +w r O C� o � � O ro U-) L� r°,, n C� c o o cm - - -� - - _ + M L3 Co �—, U �, m �, J �-. �, pq to ,� U `. °- U tQ- °o_ c� '�' ,� o SEE SHEE T 16 + m J o - ccu 10 20 20 ' jo � o ° w vr► - •cc —� 2t lip + • � � 20` TYP. 20' TYP, + cu , r + `c, � _4 o lip Cie _ Z_ 0 Q 39 38, 37 Q 00z" � j ON � ! W cu �+► cu Q1 cu iT cu � Cl cu cu 00 � cis L1- - -L2■ SCALE$� 356 354 352 350 348 346 55 t LF, M-AI S= —0.1F •;. �', 00100 LF, 6' SEWER FL 265,70 LF, 6" SEWE31 ° I N 89 °15`19,f w C20 �x SEE DTL, 'A# 59 HORIZ, 1". = 50** VERT, 1 = 4' INV$ P c� 349,60 N/EIW 349'.4 1- ._...---- -- ---'-- ' - -- -- --- -- ..._._- ._....a - -. � - '• D 1 Y �► O - tY7 + i U _ _ I f I 1 j � I i i ! 1 'SECTION 'M' 4..11 iLFe18' -RCF-WR DRAIN P] --0,222! S, 349.50; E. L 6 j 1%r Ln i eel. I _ I PA _ I r _ , 11 12 0 cu FL ft c� c?% c'n M R!W CYN 00 4 45 M 1.4 20' 20-1 ' iQ TYP TYP DETAIL 'A' N.T.S. 10 11 12 31 1 i 5 CIS cu 6 V-4 04D Z 2 n `O � LO J + + vi -a o .cc F-- d 201 20` 20' TYP, TYP, TYP, 92 9__ cis 90 ft 1 a cis r "33 L3 180,0 L,F, 0 1 �- x 24 SeD, N 89 1519 W 5 L4 :4B ac M M cn - w M o + M� co c'7 + + 8 9 8 w r 8 .. .� cu . c � 363,55 L,F, 6' SEWS 17 4' SEWER LATERAL (TY F L v,► ON 76 77 Q Q C� 010� cu %D CITY SURVEY MONUMENT ENCASEMENT PER COB STD 57 -13 � 20` 20' - w 10 2Q 20 10 hQ- TYP TYP c� + + N - A L3 U Cia ♦ CD w 4f �,�, Q ��00 C - LO H U-) A CL F—: Z: .- ` T T YP LJ W Z: C3 C3 6=4 _ CD + RCP U- 7 U-) J O Q t'7 Wit' ! V-4 RCP 61R5J CL III STORM DRAIN PIPE — AS NOTED O NOTE O 3 M C? (Ts d +C4Jo yLLQ c'7 + + 8 9 8 w r 8 .. .� cu . c � 363,55 L,F, 6' SEWS 17 4' SEWER LATERAL (TY F L v,► ON 76 77 Q Q C� 010� cu %D CITY SURVEY MONUMENT ENCASEMENT PER COB STD 57 -13 - w 10 2Q 20 10 hQ- S c� 0 SEE SHEET 14 N - A L3 U Cia ♦ CD w C3 �>V/ -�- STD. LO ce L� AS REVISED CAL TRANS STD 4-884 CL C DRIVEWAY PER COB STD ST -4 AND T-12 T c'7 + + 8 9 8 w r 8 .. .� cu . c � 363,55 L,F, 6' SEWS 17 4' SEWER LATERAL (TY F L v,► ON 76 77 Q Q C� 010� mw + n U') F-: cu CITY SURVEY MONUMENT ENCASEMENT PER COB STD 57 -13 - o S Z i �-- N - cu L3 U mw + n U') F-: cu CITY SURVEY MONUMENT ENCASEMENT PER COB STD 57 -13 (TV BE CONST, OR EXISTS AS NOTED) Q r o CQ - J �-- N °o -c> E 4 83 STREET LIGHT — 9500 LUMEN PER COB STD ST -14 ♦ N-4 41.0 CITY STREET NAME SIGN PER COB STD T -1 + + cu 20` 20' c + ON TYP, TYP, 86 8 t � � � Y I 8 7 O C4 - 000e cis R! W o j c cu cu cu 0 'O' FL S 89 °15` 9# Cu 1 E , cu 19 ft cis 0% cis R!W cn Ln 78 79 80 81 20, TYP TYP cc cu c� w 00 00 401 i�T Ln cn 19.9 UNIT 2 13 14 15 16 17 18 19 20 .__._.._.-__..__..._._ _..— _._._____...._______._____. I I 1 I # Vii? i �i i 4 I I I LF s 24' —W!R1 m�—Pv - 0.160'/. .%r f * i &.-I 34910 WIS i i I i 1 - 1 f I I I I i - i i 102 .7_0 sue," ROBERT E. SMITH RCE 35473 DATE du /GTS 4g4FESSI0 �,. �It !0 343 U-.2 00, f ECOAD DRAWING" CORRECTIONS BY: � P4 No. 354'73 u* DATE Q Q VI L Z OF C ALIT 0 PQ v Of LEGEND • STD, CITY SURVEY MONUMENT ENCASEMENT PER COB STD 57 -13 (TV BE CONST, OR EXISTS AS NOTED) —�— TYP, SEWER MAIN &MANHOLE TYPE 'A' PER CAB STD SW -4 �-- TYP SEWER MAIN & CLE-MANSU T PER CAB STD SW -6 -c> STD. STREET LIGHT — 9500 LUMEN PER COB STD ST -14 ♦ S TD, CITY STREET NAME SIGN PER COB STD T -1 STD. WHEEL CHAIR RAMP PER COB STD 57 -9 AND AS REVISED CAL TRANS STD 4-884 4- C DRIVEWAY PER COB STD ST -4 AND T-12 T T YP TYPE 'A' CATCH BASIN PER CEB STD D -14 � RCP VIR&J CL III MANHOLE TYPE 'A' PER COB STD, SW -4 _s_n._ RCP 61R5J CL III STORM DRAIN PIPE — AS NOTED NOTE SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT RIGHT OF WAY LINE, 2.50' AT GUTTER FLAW LINE. ' ; I I i I 1 � -c 355,8 i i fi i 0 I La IV RG ST[RM DRAIN PIPE __zI I I 18' INV. , I 349.40 N. 9.50 W. '.4" INV. 1 wI 1 1 I , I I I ! i i I I w I I t I i I I� t i I I i INV, 4 I f i I i 349.30 N/E 1 i I I I ; + ; W -.� c� i I i J' i ! 1 I i I I � W ! � ' 1 � I I I I I i r1 , ; f I� .�y. •. ..�.. A- 1 U - - I4= G. � c" � 00 ~ U " : 1 as - -- I a � I I i i i 1 i i i I 1 1 ; 1�► M /Y1 7�1 ♦' • ��! cu I i i I ? i 1 l Q's i I • - -- i 1 I t Q � � 1 I I /� t I I I � i i -' --' i -' - - --- -..- -_._- •-'------------"----...-.._--------'----'------ '--- -- -- ---- -- '--'-- -'-- '-- -__ ' .._._. ...- ..-- '- -- -- --'---- -- _.... -.. - - - "1!-' - - W ww T ' I . �r V 1� � ! ' I I j � I '• Q i = !! I I I • � Ctrl cu I i I I I 1 cu cP_ I , i - - - - - - - - - - - - - - -'- - - - -' - -- - --- .._.__... ----------- - - -... ' - - - ' - -'- - --- ..._.__.. __ CU A - - -- - " - -'- - - -) - -- ; - I t -z mo d + m yea- cu - �. t. z _ .. I f -- - -- - ' - -'- - - - -" -' - -- - - - -.. , ECTI -N C� '3 w i i j i 1 i I I I ' ` w w w w 1 ; i ' i t O • � CY? _ ji _ w i i I I I f f i I I,l of • I C�1 CY? � i I I i CD CD I+ W IW W 1 i -W i W -- I I 1 1 „y_ I- 1 • i I ! , 1 M ,^ w I w 1 i I I 1 I - I v�I T 1 I L 1 i ! I t , ON i I I , ' �� Fes♦ �!'�� i rG I!� I t I t i 1 ( i i J_ 1` i "�'jj• I i I i , i 1 I 1 i I I i i I i I C4 � 04 00 i �, ( c � I , . i x I 1 INSTALL 180,00 L F, 8 PVC SEW MAIN i 1 ` -- 1 6 PVC SEWER MAIN ` INSTALL 26 ,70 L.F. F 6 PVC SEWER MAIN I R INSTALL 363,55 LF, 6 PVC SEWER MAIN ; 6 PVC SEWER MAIN S = -10000 1 I S 0,504% S = +0,501% S = +11000% i - f ! 1 1... .r S 0.2501 ■ i I c : LF. 24 i I i I I i I I be- -------- -- __ i I i i I SHEET 15 OF 20 SLEETS 356 354 352 K�70ll V a..= �'' ��'+ �'. ,,;= ' d. �� Ly:. �. ,� � °'i '�,. ;� ' ,T �.:. . ,��...- f ,. a,.. e�."y, rAi ,.. p ;�^ �, R ��4� t: �.,,... �,,, x�� ,. r, �� v VK��J � . �:. --E)- Our% Lai bil '4*Aomn oor cc ULI c �. � .� \ � \gam � � /\ {� \ � � . /� \ � *�\ � d�� : \� � � . / {�\ {� �\ �� a . .� � -� °�& � .� . z \. � ^ � . : /�� � \ \� ® ®� \������3 ��.. :�� - w m W ( �. - z Lo Qr1 F .01, rc