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HomeMy WebLinkAbout1.2-6331 Ph 1 -2 Record DrawingSUMMARY OF IMPROVEMENTS - UNIT ONE: 4° SEWER MAIN 3,070 L.F. 6' SEWER MAIN 1,225 L.F. 8" SEWER MAIN 2,623 L.F. MANHOLE (6' -8') 18 EA. 6' CLEAN OUT 1 EA. CATCH BASINS (3.5') 6 EA. 18" STORM DRAIN PIPE 887 L.F. 24' STORM DRAIN PIPE 901 L.F. MANHOLES 9 EA. s_ CATCH BASINS (3.5') 1 EA. 24' STORM DRAIN PIPE 60 L.F. OUTLET STRUCTURE 1 E. A. 6' BLOCK WALL 706 L.F. GATES- 14' OPENING W /POST 2 EA. LOCK /PAIR 3 EA. SUMMARY OF IMPROVEMENTS - UNIT TWO: 4" SEWER MAIN 2,342 L.F. 6° SEWER MAIN 530 L.F. 8° SEWER MAIN 2,148 L.F. MANHOLE (6' -8') 15 EA. 6' CLEAN OUT 2 EA. STUB & PLUG 3 EA. TIE -IN 1 EA. CATCH BASINS (3.5') 8 EA. 18' STORM DRAIN PIPE 1,392 L.F. MANHOLES 7 EA. INDEX SHT. NO. SHEET DESCRIPTION ROAD ADMIRAL DRIVE SEE SHEET 1 1. TITLE SHEET 2. NOTE SHEET EAST HOSKING A9f-4uE 3, CD 4. SMARTY JONES WAY 5. SPECTACULAR BID DRIVE 6. AFFIRMED WAY 7. ALYSHEBA DRIVE 8. PLEASANTLY PERFECT AVENUE g. AGILE WAY 10, WAR EMBLEM DRIVE 11. WAR ADMIRAL DRIVE 12 ARISTIDES AVENUE 13. THUNDER GULCH DRIVE 14. UNBRIDALED DRIVE 15. SEATTLE SLEW DIRVE 16. FUNNY CIDE DRIVE 17, COUNT FLEET WAY 18. AFLEET ALEX WAY 19. SUMP 20. LIFT STATION DETAIL 21. MISCELLANEOUS DETAILS 06/12/06 Drawing File: FSEW6331 CITY OF BAKERSFIELD TRACT No. 6331 UNITS 1 -2 CONSTRUCTION PLANS SEWER AND STORM DRAIN PLANS AND PROFILES 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 LINES SHOWN AND ANY OTHER LINES 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 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. BENCH MARK SET: TOP OF MONUMENT AT UNION AVENUE AND HOSKING ROAD. U.S.G.S. BENCH MARK USED: TOP OF MONUMENT AT UNION AVENUE AND PANAMA LANE. ELEV. 361.36 U.S.G.S. LEGAL D SCRIP ON /�, z �� BEING A PORTION OF SECTION 32 T. 30 S., R. 28 E., M.D.M. ROBERT E. SMITH EXPD9 30 -07 IN THE UNINCORPORATED AREA OF THE COUNTY OF KERN, CITY R.C.E. 35473 OF BAKERSFIELD, STATE OF CALIFORNIA, PER THE OFFICIAL PLAT APPROVED BY THE SURVEYOR GENERAL, RECORDED JANUARY 28, 1868 ADDITIONAL NOTES OWNER: MCMILLIN HOMES 3851 FRUITVALE AVENUE BAKERSFIELD CA, 93308 SUBDIVIDER: ROBERT E. SMITH 1424 17TH STREET BAKERSFIELD, CA 93301 ENGINEER: SMITHTECH /USA, INC. 1424 17TH STREET BAKERSFIELD, CA 93301 FESSIp�9� - � No.35473 Exp. 9 -30 -17 gTFOF ca �0 4 ,.S.ButLf "REC( D DRAW #40" CORRECTK)NS 8 : , DATE 0-,v3-4 ' LEGEND --�- SEWER MAIN MANHOLE TYPE "A" CITY STD. SW -4 SEWER MAIN CLEANOUT CITY STD. SW -6 o-- EX. SEWER MAIN MANHOLE TYPE "A" CITY STD. SW -4 �- TYPE "A" CATCH BASIN CITY STD. D -14 - - -- STORM DRAIN PIPE - AS NOTED -e- RCP W/RGJ CL Ill MANHOLE TYPE "A" CITY STD. SW-4 STD. CITY MONUMENT ENCASEMENT CITY STD. S -29 �- TYP. OUTLET STRUCTURE PER COB STD TYPE D -11 ABANDONED OIL WELL NOTE: SEE SHEET TWO FOR ALL NOTES VICINITY MAP N.T.S. SCAU EX. 15 "_ NEW LOCATION OF LIFT STATION -- ' - 200' KEY MAP LIFT STATION SERVICE AREA: TOTAL AREA - 170 ACRES TOTAL HOMES - 124 -F PoT,eu -f1AL of ZS() APOL.. 146AI)C5 LIFT STATION FLOW. AVERAGE FLOW = .377 CFS PEAK FLOW = 1.10 CFS ,`4,5?'HOSKING +�Of AVE/✓u HOSKING ROAD ADMIRAL DRIVE SEE SHEET 1 w PROJECTo "' MH z SITE w CD _ 5 39 38 37 36 = EAST PANAMA ROAD 0 �o 27 o CD V) z oz o co 0 56 55 DI GIORGIO ROAD LEGAL D SCRIP ON /�, z �� BEING A PORTION OF SECTION 32 T. 30 S., R. 28 E., M.D.M. ROBERT E. SMITH EXPD9 30 -07 IN THE UNINCORPORATED AREA OF THE COUNTY OF KERN, CITY R.C.E. 35473 OF BAKERSFIELD, STATE OF CALIFORNIA, PER THE OFFICIAL PLAT APPROVED BY THE SURVEYOR GENERAL, RECORDED JANUARY 28, 1868 ADDITIONAL NOTES OWNER: MCMILLIN HOMES 3851 FRUITVALE AVENUE BAKERSFIELD CA, 93308 SUBDIVIDER: ROBERT E. SMITH 1424 17TH STREET BAKERSFIELD, CA 93301 ENGINEER: SMITHTECH /USA, INC. 1424 17TH STREET BAKERSFIELD, CA 93301 FESSIp�9� - � No.35473 Exp. 9 -30 -17 gTFOF ca �0 4 ,.S.ButLf "REC( D DRAW #40" CORRECTK)NS 8 : , DATE 0-,v3-4 ' LEGEND --�- SEWER MAIN MANHOLE TYPE "A" CITY STD. SW -4 SEWER MAIN CLEANOUT CITY STD. SW -6 o-- EX. SEWER MAIN MANHOLE TYPE "A" CITY STD. SW -4 �- TYPE "A" CATCH BASIN CITY STD. D -14 - - -- STORM DRAIN PIPE - AS NOTED -e- RCP W/RGJ CL Ill MANHOLE TYPE "A" CITY STD. SW-4 STD. CITY MONUMENT ENCASEMENT CITY STD. S -29 �- TYP. OUTLET STRUCTURE PER COB STD TYPE D -11 ABANDONED OIL WELL NOTE: SEE SHEET TWO FOR ALL NOTES VICINITY MAP N.T.S. SCAU EX. 15 "_ NEW LOCATION OF LIFT STATION -- ' - 200' KEY MAP LIFT STATION SERVICE AREA: TOTAL AREA - 170 ACRES TOTAL HOMES - 124 -F PoT,eu -f1AL of ZS() APOL.. 146AI)C5 LIFT STATION FLOW. AVERAGE FLOW = .377 CFS PEAK FLOW = 1.10 CFS ,`4,5?'HOSKING +�Of AVE/✓u ORDER IN WHICH UNITS "LL BE CONSTRUCTED: NOTE : UNITS 1 - 2 SEWER AND STORM DRAIN TO BE CONSTRUCTED SIMULTANEOUSLY 1.) UNIT ONE AND SUMP 2.) UNIT TWO ,6fl��T>"R. G33i � �oN�y.E- off.�ir� "RECORD DRAWING' CORRECTIONS BY; DATE 4v3v SSION4 No. 35473 I 9/30/07 CI VI O L ��o4�~� F CAL C f. REVIEWED BY: - ,"SSISTANT PUBLIC WORKS DIRECTOR APPROVED BY: - ___��---- -- - - -- RAUL M. ROJAS RICE 39880 EXP. 12 -31 -07 PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD TRACT N o. 6331 — UNITS 1-2 SEWER DRAIN PLANS & PR & STORM OFILES SmithTechA USA INCORPORATED THE HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD,CA 93301 (661) 327 -8492 FAX 327 -8493 ROBERT E SMITH RCE 35473 DATE JOB N0. - 04 -108 SHEET 1 OF 21 SHEETS MH 12 WAR ADMIRAL DRIVE SEE SHEET 1 "' MH 14 r� MH 13 raa 5 39 38 37 36 35 24 ® 25 26 27 28 29 30 59 58 5 56 55 54 31 32 33 ! W 3 2 1 SUMP LOT 21 20 19 7.3 Q IWN ONE o 15 z Lj M� UDR TWO o W ¢ N m MH 1 SPECTACULAR BID DRIVE 22 Ir MH 2 SEE SHEET 5 'rte° MH 3 N ORDER IN WHICH UNITS "LL BE CONSTRUCTED: NOTE : UNITS 1 - 2 SEWER AND STORM DRAIN TO BE CONSTRUCTED SIMULTANEOUSLY 1.) UNIT ONE AND SUMP 2.) UNIT TWO ,6fl��T>"R. G33i � �oN�y.E- off.�ir� "RECORD DRAWING' CORRECTIONS BY; DATE 4v3v SSION4 No. 35473 I 9/30/07 CI VI O L ��o4�~� F CAL C f. REVIEWED BY: - ,"SSISTANT PUBLIC WORKS DIRECTOR APPROVED BY: - ___��---- -- - - -- RAUL M. ROJAS RICE 39880 EXP. 12 -31 -07 PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD TRACT N o. 6331 — UNITS 1-2 SEWER DRAIN PLANS & PR & STORM OFILES SmithTechA USA INCORPORATED THE HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD,CA 93301 (661) 327 -8492 FAX 327 -8493 ROBERT E SMITH RCE 35473 DATE JOB N0. - 04 -108 SHEET 1 OF 21 SHEETS MH 12 WAR ADMIRAL DRIVE SEE SHEET 1 "' MH 14 r� MH 13 raa 5 39 38 37 36 35 34 � b 59 58 5 56 55 54 4 3 2 1 SUMP LOT 21 20 19 IWN ONE o 15 UDR TWO o W z w ° 4 3 2 1 65 64 SEE SHEET 18 16 17 18 I N 40 41 42 43 44 45 ¢ - '4 row MH 5 5 MH 25 fa MH 6 MH 4 ALYSHEBA DRIVE SEE S141 FT 7 s°` 13 T ,N 81 82 83 84 85 86 87 GULCH 0 46 7 �3 �' MH 15 SEE SHEET 13 F 12 w ` 54 55 5 57 58 59 47 w 9 10 N 7 -- 11 Q ° w 80 79 78 77 76 75 74 48 w � � ¢ J 13 12 11 � j 53 52 5 50 49 48 49 L N b 0 -- w cy- ¢ MH7 MH8 MH9 a- 15 w 50 AGILE WAY SEE SHEET 9 r >- �* 33 LLJ 9 42 43 44 45 46 67 68 69 70 71 72 73 51 w 0 => w I 32 w 8 17 w Q `� N 40 39 38 37 36 35 cn 34� 31 = 18 Li N 52 30 66 65 64 63 62 61 60 1 7 ` _ - 6 ORDER IN WHICH UNITS "LL BE CONSTRUCTED: NOTE : UNITS 1 - 2 SEWER AND STORM DRAIN TO BE CONSTRUCTED SIMULTANEOUSLY 1.) UNIT ONE AND SUMP 2.) UNIT TWO ,6fl��T>"R. G33i � �oN�y.E- off.�ir� "RECORD DRAWING' CORRECTIONS BY; DATE 4v3v SSION4 No. 35473 I 9/30/07 CI VI O L ��o4�~� F CAL C f. REVIEWED BY: - ,"SSISTANT PUBLIC WORKS DIRECTOR APPROVED BY: - ___��---- -- - - -- RAUL M. ROJAS RICE 39880 EXP. 12 -31 -07 PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD TRACT N o. 6331 — UNITS 1-2 SEWER DRAIN PLANS & PR & STORM OFILES SmithTechA USA INCORPORATED THE HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD,CA 93301 (661) 327 -8492 FAX 327 -8493 ROBERT E SMITH RCE 35473 DATE JOB N0. - 04 -108 SHEET 1 OF 21 SHEETS MH 12 WAR ADMIRAL DRIVE SEE SHEET 1 "' MH 14 r� MH 13 raa 5 � 59 58 5 56 55 54 4 3 2 1 IWN ONE UDR TWO 4 3 2 1 65 64 63 62 61 60 w z Uj a 5 > ,N MH 16 THUNDER FAH 17 M#+- - GULCH DRI 7 �3 �' MH 15 SEE SHEET 13 F 54 55 5 57 58 59 8 9 10 N 7 W W I �- w � � ¢ J 13 12 11 � j 53 52 5 50 49 48 14 ¢ 15 MH 18 MH 19 UNBRIDALED DRIVE SEE SHEET 14 MH 20 �* 33 LLJ 41 42 43 44 45 46 .47 8 16 0 => w I 32 17 w `� N 40 39 38 37 36 35 cn 34� 31 18 Li N z 30 b � COUNT FLEET WAY SEE SHEET 7 - MH %.' 29 0 5 ras MH 24 raa MH 23 too 28 19 20 21 22 23 24 w 25 23 27 w w W J � m ORDER IN WHICH UNITS "LL BE CONSTRUCTED: NOTE : UNITS 1 - 2 SEWER AND STORM DRAIN TO BE CONSTRUCTED SIMULTANEOUSLY 1.) UNIT ONE AND SUMP 2.) UNIT TWO ,6fl��T>"R. G33i � �oN�y.E- off.�ir� "RECORD DRAWING' CORRECTIONS BY; DATE 4v3v SSION4 No. 35473 I 9/30/07 CI VI O L ��o4�~� F CAL C f. REVIEWED BY: - ,"SSISTANT PUBLIC WORKS DIRECTOR APPROVED BY: - ___��---- -- - - -- RAUL M. ROJAS RICE 39880 EXP. 12 -31 -07 PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD TRACT N o. 6331 — UNITS 1-2 SEWER DRAIN PLANS & PR & STORM OFILES SmithTechA USA INCORPORATED THE HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD,CA 93301 (661) 327 -8492 FAX 327 -8493 ROBERT E SMITH RCE 35473 DATE JOB N0. - 04 -108 SHEET 1 OF 21 SHEETS SEWER NOTES: 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, 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 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 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 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 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. 1.4.2.1 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 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). 1.4.2.2 POLY VINYL CHLORIDE PIPE (PVC) A. MATERIALS: 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. JOINTS: 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 1, II, III, EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 04/03/06 Drawing File: FSEW6331 1.4.2.3 ACRYLONITRILE- BUTTADIENE- STYRENE PIPE (ABS) A. MATERIALS: 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. JOINTS: 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. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I, 11, iii, EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 1.4.2.4 SYSTEM TESTING: INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3, 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 PROPERTY 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 COMPAC11ON SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -13 ALL EXISTING PAVEMENT AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -6. 1.4.2.7 EXISTING FACILITIES: 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. SEC. 1.4.3 MANHOLES AND CLEANOUTS (LAMPHOLES): ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWINGS S -7 AND S -8 AND SECTION 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT :'T EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING S -20, 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. 1.4.4.3 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. STORE! DRAIN NOTES: SEC. 2.5.3 CLOSED CONDUITS: 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. 2.5.3.3. CLOSED CONDUITS, INCLUDING NON - REINFORCED AND CAST -IN -PLACE CONCRETE PIPE, SHALL BE STRUCTURALLY DESIGNED TO WITHSTAND APTH "ND SURCHARGE 'GADS NORMALLY ANTICIPATED. THE CLEARANCE . RG L \IY L L CL BETWEEN TOP OF PIPE AND GROUND SHALL BE SUFFICIENT TO PREVENT DISPLACEMENT OF, OR DAMAGE T0, 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. 2.5.3.4. 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 1,11 AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 2.5.3.5. 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. CITY OF TRACT No. 6331 UNITS 1 -2 CONSTRUCTION PLANS SEWER AND STORM DRAIN PLANS AND PROFILES ADDITIONAL NOTES: 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- T10N INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUS- TODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY 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 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 -22 4'jn���QT E. Lt K No. 35473 Exp.9 -sa -17 s ' CIVIL ®�FOF CaUr� "I L'f - %.33/ta-AV pv IRECURD DRAWW: - CORRECTIONS DATE o-Z RIGHT- OF-WAY ;!1• Iii i PROPERTY LINE ,,--- 2 °x4 °x12" STAKE 14 GAUGE WE SEVFER LATERAL PLUG - --; 4.0' MIN. SEWER LATERAL MARKER N. T. S. INSTALL AT END OF ALL LATERALS FINISH GRADE BACKFILL COMPACTED TO 957 RELATIVE COMPATION BETWEEN EXdSTING OR FUTURE BACK OF CURB LINES OF STREETS OR EXISTING �v OR FUTURE RIGHT OF WAY LINES OF ALLEYS. BACKFILL COMPACTED TO 907 RELATIVE i COMPACTION IN ALL OTHER AREAS. I i U- o =w w o a - -- __ BACKFILL COMPACTED TO 907 �F u ,L RELATIVE COMPA.TION �0 =0 :JCL v[L Pik OD 12" MAX. 12" MAX. UPPER LIMIT OF PIPE ZONE SHALL �6" MIN' MIN. INCHES ABOVE TOP OF PIPE BELL DIAMETER OF PLAIN END PIPE. atTPIPE ZONE, BACKFILL COMPACTED TO 907 RELATIVE COMPACTION PIPE OR CONDUIT STANDARD TRENCH DETAIL ST - 22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS N. T, S). gs fS ,B!/ /GT �R• t-5,31 U-/ 0N ' ¢Offer /TE 'RECORD DRAWING- --= ,f CORRECTIONS BY: DATE Via_ o S 4gOFESSI04, �� w No. 35473 9/30/07 x' iC *� Civil. *TRACT No. 6331 UNITS & STORM DRAIN PLAJ SmithTech'A USA INCORP0RATED THE HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD,CA 93301 (661) 327 -8492 FAX 327 -8493 ROBERT E. SM JOB NO.- 04 -108 BE TWELVE (12) OR THE OUTSIDE 2 SEWER & PROFILES k I RCE 35473 DATE SHEET 2 OF V SHEETS / - , 1� 0 z Z m 0 C� s 0 X33/ 0 z z m 0 co 1 #-.2 5 -&jj j j-1R. 6331 !!-/ D1/l- y d pFFd /1t Q�OFESS /ON "RECORD DRAWINGp - E. N Z m _ CORRECTIONS BY: DATE �I_ CO w No. 35473 m 9/30/07 ' wo o o 4: ROBERT E. SMITH RCE 3547 DATE o o T9T C I V F OF w o 57.75 57.75 SEE OFFSITE SEWER PLANS �® � � S 89'32'44" E _ —� O — — — — CD 1 - — — — TRACT BOUNDARY — — — — — - X00 12 13 N 14 1 / cd- FIBEROHC I — - � — 18" SEWER N 89'2716° w- — — — }2 -�:9� F. 18' SEWER — -- — — — - — — FL 57.75 57.75 r�(Z� R/W U W N �z 24 25 2e 27 28 29 30 31 32 33 112 20 o L EGENT SEE SHEET 4 o STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 Q (TO BE CONST. 3R EXISTS AS NOTED) SOUTH UNION AVENUE Q -+- T YP. SEWER MAIN & MANHOLE TYPE A PER COB STD S6/-4 z �.V-14 T T YP, TYPE 'A' CATCH BASIN PER COB S � RCP W/RGJ CL III & MANHOLE TYPE 'A" PER COB STD 961-4 NOTE: UNITS ONE THRU TWO TO BE CONSTRUCTED SIMULTANEOUSLY. TYP, SEWER MAIN & CLEANOUT PER COB STD SW -6 EA ST HOSl IYC R4A29 �— STD, OUTLET STRUCTURE PER COB STD D -11 STD, DRAINAGE BASIN PER COB STD D -11 SCALE: H ORI Z. 1 = 50' U PT. RADIAL TO CENTERLINE STA, - AS NOTED VERT. 1 = 4- NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT 10 11 12 1 3 14 15 16 17 18 19 20 PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. - - PROPOSED - - -- FlN GRADE­-ABOVE - - 354 354 — - -� — -- 352 - - -- -- — — — — — — — 352 — — — - -- — —. — -- 350 350 -- — — -- 348 — — _ FIBEROPTIC- - - - __ 348 — E" 346 — 346 344 — — 344 — 342 � -- -- — — 342 -- v r _ , W 340 - Q m z Nor ,— �o\ -- - — 340 -- o�M y - 3 338 - - -- — Z — — -- _ M 338 M 336 Nt Cl �, 336 �• ' J _ — W > - -- �Z�.9 - —— 334 • >> 20.00 L.F. a 334 -- Q L.F. Q _ _ NSTALL a ' SEWER MAIN -- ~ °O `" SEWER M °D _ 332 - - +8'F8690 ._. +0.-20&. D o70 330 330 328 — 328 a bft ki 1111 --Q— —P 4 - TRI4C T Aln �— - _ S EE WER P� - - -- — EAST HOSE SHEET 3 OF 21 S EETS X33/ 0 z z m 0 co 1 #-.2 U) z m 0 NOTES: OO z° :3= �, g�vESSION 4 E. Std ��, �. DRIVEWAY TO BE 2 D.G. OVER 6 90% COMP. � N �� _a4 4 FENCING TO BE CHAIN -LINK w /REDWOOD SLATS � � � o + w z° = w 9/30/07 No. 35473 � ROBERT E. SMITH RCE 35473 DATE ° SEE SHEET 3 N ° � 200 �� 6 34 30 �� �� 20' +J CIVIL �F CALM r M, 4a3 /!,l /6,Atf,t. O*Wl -r N TYP. TYP. 44 a o ,}modK1(, RECORD DRAWING" PROJECT SUMP R/W w -'5 `� CORRECTIONS 8Y: HOSKING ROAD SITE \N N N 1 � L �— OD °' DATE�_ii co TS. TYP.) U, LIFT STATION SEE SHEET 19 LF 12' SEWER ° { � w :::::::::::::::::::::::::: w z o AREA Q �, SEE LIFT STATION J 11 S 01'38'12" W 12 PLANS SUBMITTED 0x00 FL oN BY ROMTEC , xr' O _ O EP �1lco co = EAST PANAMA ROAD o 44.447 R/W co d O � C c N 00 N 7 50.56 ° 5 25 DI GIORGIO ROAD L 1 20 0 10 SEE SHEET 3 VICINITY MAP SEE SHEET 5 Z: LEGEND M N.T.S. :3-- C..) Q: � e STD, CITY MNNUMENT ENCASEMENT PER CUB STD ST -13 W (TN BE CONS T, OR EXISTS AS NOTED) Cl W m -� TYP, SEWER MAIN & MANHOLE TYPE 'A' PER 0B STD SW -4 TYP, TYPE 'A' CATCH BASIN PER CUB STD -14' NOTE: UNITS ONE THRU TWO TO BE CONSTRUCTED SIMULTANEOUSLY. � RCP W/RGJ CL III & MANHOLE TYPE 'A' PERK COB STD SW -4 -- TYP, SEWER MAIN & CLEANNUT PER COB STD EV -6 SHAI?TY JOYES fl7A Y STD, OUTLET STRUCTURE PER COB STD D -11 S TD, DRAINAGE BASIN PER COB STD D -11 U PT, RADIAL TO CENTERLINE STA, - AS NOTED SCALE: H OR I Z. �� = 5O' NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT » VERT. 1 = 49 PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. OPOSEB- -FINISH GRADE ABOVE PIPE - -- 354 - - 354 — -- - }— - - 352 � 35' -. IL - 352 - -- - - ,� - _ _ - _ _ -- 350-- - - - AIR - - 350 348 348 -- I 346 -- - -- —_ - -- - 346 - - -- - 344 _ - - 344 - - - -- - - - -- 342 INSTA 8' PVC' FORCE L.F. - 'goo _ .91 - h 342 4 f:m- 9 � K - I S = 0.125 6 � INV 340 - - -EL 3 4:92' W:: - - - -- �� � - 338 - -- - � - -- - C> _ n W W - - - -- 338 _ O � j J W W -- - Z - _ .- ZZ - - - - - -- - - -- - - - -- 336 - oo -= Q = A 336 INSTALL 65. LF ao n w - 334 - -1N - -- 334 � - - - - -- 332 V - 332 - - - — 330 -- - __ -- -- - 330 - - - T-1 - - - - - - -- )'ACT- - WW FLGOR —62238! EWE, �VNI - , SHEET 0 21 SHEETS U) z m 0 SCALE: 354 352 350 I - - -- 348 346 344 342 340 - 338 - 336 - -- 334 332 330 HORIZ. 1" = 50' VERT. 1 " =4' I ° 23 rn � F J b A24.49V o 22 SEE LIFT STATION PLANS SUBMITTED BY ROMTEC SUMP � SEE SHEET 19 cry w z O� ¢� N z M �zM SEE SHEET 4 z $ o C> n O r7 O) J N J 20 20 110 U-) 3 � g �, � o cn M LO Q O N M ^ U ti `t C14 (/7 � 0) ^ � co Co C~/) N `n 25 26 27 28 29 30 31 32 33 V) 5 R /W CD N N p /w� N N N 1 IN IN i In cn O O '- x00o 187.40 L.F. 12» SEWER FLT o S 89'27'16" E 1 L1 11 O `N FL 00 FL O � Z M RAW o M CD � . 2 0 � V 19 L21 ,8.,3 + 4m �N 5 8 9 M �� C) � 10 20 0 10 f N N CD S.D. LINE TABLE LINE BEARING DISTANCE L1 S 27'57'32° W 30.42 SCALE: 354 352 350 I - - -- 348 346 344 342 340 - 338 - 336 - -- 334 332 330 HORIZ. 1" = 50' VERT. 1 " =4' I ° 23 rn � F J b A24.49V o 22 SEE LIFT STATION PLANS SUBMITTED BY ROMTEC SUMP � SEE SHEET 19 cry w z O� ¢� N z M �zM SEE SHEET 4 z $ o C> n O r7 O) J N J 20 20 110 U-) 3 � g �, � o cn M LO Q O N M ^ U ti `t C14 (/7 � 0) ^ � co Co C~/) N `n 25 26 27 28 29 30 31 32 33 V) 5 R /W CD N N p /w� N N N 1 IN IN i In cn O O '- x00o 187.40 L.F. 12» SEWER FLT o S 89'27'16" E 1 L1 11 O `N FL 00 FL O � Z M RAW o M CD � . 2 0 � V 19 L21 ,8.,3 + 4m �N 5 8 9 M �� C) � 10 20 0 10 f N N CD ' SCALE: 354 352 350 I - - -- 348 346 344 342 340 - 338 - 336 - -- 334 332 330 HORIZ. 1" = 50' VERT. 1 " =4' I ° 23 rn � F J b A24.49V o 22 SEE LIFT STATION PLANS SUBMITTED BY ROMTEC SUMP � SEE SHEET 19 cry w z O� ¢� N z M �zM SEE SHEET 4 z $ o C> n O r7 O) J N J 20 20 110 U-) 3 � g �, � o cn M LO Q O N M ^ U ti `t C14 (/7 � 0) ^ � co Co C~/) N `n 25 26 27 28 29 30 31 32 33 V) 5 R /W CD N N p /w� N N N 1 IN IN i In cn O O '- x00o 187.40 L.F. 12» SEWER FLT o S 89'27'16" E 1 L1 11 O `N FL 00 FL O � Z M RAW o M CD � . 2 0 � V 19 L21 ,8.,3 + 4m �N 5 8 9 M �� C) � 10 20 0 10 f N N CD SPEC _ 4' SEWER LATERAL (TYP) 395.00 L.F. 12° SEWER O 13 S_89-27 5—" T�1 C i1x E 14 O cV _RAW K -R; -r 38 L2v 2U' 37 3 6 a N Uj[A R BID NOTE: UNITS ONE THRU TWO TO BE CONSTRUCTED SIMULTANEOUSLY. 15 ro 35 33' 34 DRIVE UNIT 1 11 12 13 14 15 INSTALL 2 L.F. 12' PVC SEWER MAN - -, 3 V M cd W W � ZZ N N -INSTALL- cn r- — C_ SEWER -M) :2IC4 W = o� W W Z Z NN 'r N Z_ W v� i — # W W N �> ?Z 118T4 N cli CO x 0 0 to w O 0 Q LL 30 N °o ,6k�5 9 O 30 E" w Q 0 0 �.L um itf ri O � z 0 INSTALL 395.00 -L.E 12" -PVC SEWER MAIN S = +0.2009 - O W � W v, - INSTALL 10.00 L.F. N --S = = +0,2007. E. 4gOFESSION w No. 35473 � x 9/30/07 T X19 CIVIL OF CA0�' � ROBERT E. SMITH RCE 35473 R COi�D ®RAWiMG'.�y CORRECTIONS BY: � • �� DATE A / DATE LEGEND � e STD, CITY MONUMENT ENCASEMENT PER CAB STD ST -13 CTS BE CONST, DR EXISTS AS NOTED) -�- T YP, SEWER MAIN & MANHOLE TYPE 'A' PER CAB STD SW -4 T T YP, TYPE 'A' CATCH BASIN PER CAB STD -14 -0- RCP W /RGJ CL III & MANHNLE TYPE 'A' PE4 CNB STD SW -4 �-- T YP, SEWER MAIN & CLE40UT PER CAB STD SW -6 �-- STD, CUTLET STRUCTURE PER COB STD D -I1 STD, DRAINAGE BASIN PER CAB STD D -11 � PT RADIAL TO CENTERLINE STA. - AS NNTE NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. SEWE , f4N Ot ,PM _ -- - -SPECTACULAR Bl", Rj SHEET 04 21 SHEETS 354 350 348 346 344 342 340 338 336 334 332 330 RhTdh S SEE S SHEET 6 N N 0 0 0 N J J -F J J N � N N O O Q Q _ 4' SEWER LATERAL (TYP) 395.00 L.F. 12° SEWER O 13 S_89-27 5—" T�1 C i1x E 14 O cV _RAW K -R; -r 38 L2v 2U' 37 3 6 a N Uj[A R BID NOTE: UNITS ONE THRU TWO TO BE CONSTRUCTED SIMULTANEOUSLY. 15 ro 35 33' 34 DRIVE UNIT 1 11 12 13 14 15 INSTALL 2 L.F. 12' PVC SEWER MAN - -, 3 V M cd W W � ZZ N N -INSTALL- cn r- — C_ SEWER -M) :2IC4 W = o� W W Z Z NN 'r N Z_ W v� i — # W W N �> ?Z 118T4 N cli CO x 0 0 to w O 0 Q LL 30 N °o ,6k�5 9 O 30 E" w Q 0 0 �.L um itf ri O � z 0 INSTALL 395.00 -L.E 12" -PVC SEWER MAIN S = +0.2009 - O W � W v, - INSTALL 10.00 L.F. N --S = = +0,2007. E. 4gOFESSION w No. 35473 � x 9/30/07 T X19 CIVIL OF CA0�' � ROBERT E. SMITH RCE 35473 R COi�D ®RAWiMG'.�y CORRECTIONS BY: � • �� DATE A / DATE LEGEND � e STD, CITY MONUMENT ENCASEMENT PER CAB STD ST -13 CTS BE CONST, DR EXISTS AS NOTED) -�- T YP, SEWER MAIN & MANHOLE TYPE 'A' PER CAB STD SW -4 T T YP, TYPE 'A' CATCH BASIN PER CAB STD -14 -0- RCP W /RGJ CL III & MANHNLE TYPE 'A' PE4 CNB STD SW -4 �-- T YP, SEWER MAIN & CLE40UT PER CAB STD SW -6 �-- STD, CUTLET STRUCTURE PER COB STD D -I1 STD, DRAINAGE BASIN PER CAB STD D -11 � PT RADIAL TO CENTERLINE STA. - AS NNTE NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. SEWE , f4N Ot ,PM _ -- - -SPECTACULAR Bl", Rj SHEET 04 21 SHEETS 354 350 348 346 344 342 340 338 336 334 332 330 RhTdh W = o� W W Z Z NN 'r N Z_ W v� i — # W W N �> ?Z 118T4 N cli CO x 0 0 to w O 0 Q LL 30 N °o ,6k�5 9 O 30 E" w Q 0 0 �.L um itf ri O � z 0 INSTALL 395.00 -L.E 12" -PVC SEWER MAIN S = +0.2009 - O W � W v, - INSTALL 10.00 L.F. N --S = = +0,2007. E. 4gOFESSION w No. 35473 � x 9/30/07 T X19 CIVIL OF CA0�' � ROBERT E. SMITH RCE 35473 R COi�D ®RAWiMG'.�y CORRECTIONS BY: � • �� DATE A / DATE LEGEND � e STD, CITY MONUMENT ENCASEMENT PER CAB STD ST -13 CTS BE CONST, DR EXISTS AS NOTED) -�- T YP, SEWER MAIN & MANHOLE TYPE 'A' PER CAB STD SW -4 T T YP, TYPE 'A' CATCH BASIN PER CAB STD -14 -0- RCP W /RGJ CL III & MANHNLE TYPE 'A' PE4 CNB STD SW -4 �-- T YP, SEWER MAIN & CLE40UT PER CAB STD SW -6 �-- STD, CUTLET STRUCTURE PER COB STD D -I1 STD, DRAINAGE BASIN PER CAB STD D -11 � PT RADIAL TO CENTERLINE STA. - AS NNTE NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. SEWE , f4N Ot ,PM _ -- - -SPECTACULAR Bl", Rj SHEET 04 21 SHEETS 354 350 348 346 344 342 340 338 336 334 332 330 RhTdh I S.D. LINE -TABLE LINE BEARING DISTANCE L1 S 00 °32'44" W 45.09' L2 S 89'27'16" E 27.00' L3 S 89'27'16" E 17.00' L4 S 27'57'32° W 30.42' ION Elp r LEGEND cv z� CITY MONUMENT ENCASEMENT PER COB STD ST -21 F-- Z d =i BE CONET OR EXISTS AS NOTED) M (~J2 W 0a O d O^ TYP, TYPE 'A' CATCH BASIN PER COB STD -14 o;i + J F- d--1 O_ O O 3�c S TD, O I — STIJ, tf') rn O F- OI r J RADIAL TO CCN TERL INE S TA, O NOTE: CPfI` v 82 82 RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT 29 N N 2g' ION Elp SEE SHEET 7 m cr- W �o m ¢ � W U F¢- O m SEE SHEET 5 SEE SHEET 5 v, �o U UNIT > S CII — �o �- C'j - M (! W d ooa� c'Lq , --,� m '� O M + m ci 26 4gOFESSIp4, E. S� j�d 11p, No. 35473 9/30/07 Cf vIL 1~� OF CA0�� 9 - -- - - -yam- - - ROBERT E. SMITH RCE 35473 As.,d W11 r T/f • G 33/ 1/-/ O•t.�i' f Oii�6 /lE "RE=CORD DRAWING" f CORRECTIONS BY:c DATE -2- 4`- eO 06 DATE ci LEGEND cv 0 CITY MONUMENT ENCASEMENT PER COB STD ST -21 F-- Z d N BE CONET OR EXISTS AS NOTED) M (~J2 W 0a O SEWER MAIN & MANHOLE TYPE " PER COB STD SW -4 O^ TYP, TYPE 'A' CATCH BASIN PER COB STD -14 U �q + J F- d--1 O_ O O 3�c S TD, o 0 STIJ, tf') rn O F- N SEE SHEET 7 m cr- W �o m ¢ � W U F¢- O m SEE SHEET 5 SEE SHEET 5 v, �o U UNIT > S CII — �o �- C'j - M (! W d ooa� c'Lq , --,� m '� O M + m ci 26 4gOFESSIp4, E. S� j�d 11p, No. 35473 9/30/07 Cf vIL 1~� OF CA0�� 9 - -- - - -yam- - - ROBERT E. SMITH RCE 35473 As.,d W11 r T/f • G 33/ 1/-/ O•t.�i' f Oii�6 /lE "RE=CORD DRAWING" f CORRECTIONS BY:c DATE -2- 4`- eO 06 DATE I i i '— 352- _ �€ -- 35V - r— y A X 348 { i 346 � 344 342 - -- 34fJ- i 338 _ 336 4 334 i 332 330 STORM DRAIN PIP -T - -- -P s` 1.765% a g • ti5 _ -- 27 t if. 18° -- CL,III RCP W /RGJ - STORM DRAIRk PIPE - - d g U., T- - - . M a N m M �- - - -- - - d -. -- -- -- - - ; I 45 t LF. 18" - -- -- I -- �-- - - 30t LF 18' - - -4 - - - f - CLIP RCP -W{ -- - " -- - - - -- - — — - - -- - CL.m RCP W/RGJ-- - - - --r - - - -- - - -- - - STORM DRAW RIPE - - -- - I - ks4 33 -( --�- _ - S= 0.9g6R € - -- -- - ' i I, -- - • -- - — -- f� v -223: Its aB - �— -- -- STORM - DRAIN- PfPE S.- - II•0112X 8 i ( - - 1 O •.-, LLJ -- — - - -- O 1� O W W i ( ( +. u„i INSTALL i288.20 LF. 8' ONC SEWER MAID °o �tN S 352 350 -- 348 I 346 344 - 342 340 - - r 338 -�-- - - -- - 336 i 334 I 332 - 330 I! l®ropiwo0w, SHEET 116 OF SN+EETS z z m Q CID Q LEGEND 0 STD, CITY MONUMENT ENCASEMENT PER COB STD ST -21 (TO BE CONET OR EXISTS AS NOTED) -�- T YP, SEWER MAIN & MANHOLE TYPE " PER COB STD SW -4 T TYP, TYPE 'A' CATCH BASIN PER COB STD -14 -0- RCP W/RGJ CL III & MANHOLE TYPE 'A' PER COB STD D -14 �— T YR SEWER MAIN & CLEANOUT PER COB STD SW -5 �-- S TD, OUTLET STRUCTURE PER COB STD D -11 STIJ, DRAINAGE BASIN PER COB STD I1 -11 PT RADIAL TO CCN TERL INE S TA, NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. I i i '— 352- _ �€ -- 35V - r— y A X 348 { i 346 � 344 342 - -- 34fJ- i 338 _ 336 4 334 i 332 330 STORM DRAIN PIP -T - -- -P s` 1.765% a g • ti5 _ -- 27 t if. 18° -- CL,III RCP W /RGJ - STORM DRAIRk PIPE - - d g U., T- - - . M a N m M �- - - -- - - d -. -- -- -- - - ; I 45 t LF. 18" - -- -- I -- �-- - - 30t LF 18' - - -4 - - - f - CLIP RCP -W{ -- - " -- - - - -- - — — - - -- - CL.m RCP W/RGJ-- - - - --r - - - -- - - -- - - STORM DRAW RIPE - - -- - I - ks4 33 -( --�- _ - S= 0.9g6R € - -- -- - ' i I, -- - • -- - — -- f� v -223: Its aB - �— -- -- STORM - DRAIN- PfPE S.- - II•0112X 8 i ( - - 1 O •.-, LLJ -- — - - -- O 1� O W W i ( ( +. u„i INSTALL i288.20 LF. 8' ONC SEWER MAID °o �tN S 352 350 -- 348 I 346 344 - 342 340 - - r 338 -�-- - - -- - 336 i 334 I 332 - 330 I! l®ropiwo0w, SHEET 116 OF SN+EETS z z m Q CID Q I S.D. LINE TABLE 1 LINE BEARING DISTANCE L1 S 43'48'34" E 96.65' L2 N 89'27'16" W 19$.00' L3 N 90.00'00" E 44.00' L4 N 90'00'00" E L7.00' NOTES: Q CONST. DRIVEWAY APROACH PER CITY STD. ST -2 �7 INSTALL 2 - 7' GATES PER CITY STD. D- 13 3a CONST. DRAINAGE PER C.O.B. BASIN STD. D -11 SCALE.- HORIZ. 1" = 50' VERT. 1" = 4' SEE SHEET 19 SUMP 12' 15 STA. 16 +31.07 S.D. OUTLET (61.99' LT.) 6' BLOCK WALL AROUND SUMP (SEE WALL PLANS) (5.00' RT.) 14 \ \ L2 18' S.D 19.6s, ,0x0 216.00 LF. 8- SEWER 0 11 00 35.41 k N N 13 k ' 82 + cn 0 81 �k L <e 12 N 5 10 20 0 Ild N SEE SHEET 8 f-- U C zQ W J CL co o0 co LO cr o + Q + ao + N� LO SEE SHEET 6 10 20 20 10, N � 33' 18 IN L4 40 41 4Z 43 44 45 .o 6 Q �g ^ Cl U, V> co w (F9 a W vi �o COB STD SW -4 0 0 T YR TYPE 'A' CA TCN BASIN PER CUB STD -1 o ^ -0- PCP + J CQB STD SV -4 0 SEVER MAIN & CL EANEUT PER COB STI S V -6 o R W OUTLET S TRUC TAPE PER COB STD D -lI N v n DRAINAGE BASIN PER COB STD D -11 y PT, RADIAL TV CENTERLINE STA. - AS NETEU NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND N + � OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT CUTTER FLOW LINE. 4' SEWER LATS. (TYP.) 16 17 Q Ll 5 5 2+ a FL S 89 °27'16° E 1 �� 14 \ \ L2 18' S.D 19.6s, ,0x0 216.00 LF. 8- SEWER 0 11 00 35.41 k N N 13 k ' 82 + cn 0 81 �k L <e 12 N 5 10 20 0 Ild N SEE SHEET 8 f-- U C zQ W J CL co o0 co LO cr o + Q + ao + N� LO SEE SHEET 6 10 20 20 10, N � 33' 18 IN L4 40 41 4Z 43 44 45 .o $ Q �g ^ Cl U, V> co w (F9 V) W T YR �o COB STD SW -4 E� T YR TYPE 'A' CA TCN BASIN PER CUB STD -1 -0- PCP WCR&J CL III & MANNELE TYPE 'A' PER CQB STD SV -4 k SEVER MAIN & CL EANEUT PER COB STI S V -6 o, R W OUTLET S TRUC TAPE PER COB STD D -lI STD. DRAINAGE BASIN PER COB STD D -11 PT, RADIAL TV CENTERLINE STA. - AS NETEU NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT CUTTER FLOW LINE. 4' SEWER LATS. (TYP.) 5 5 2+ a FL S 89 °27'16° E 1 �� 15 N 89'27'16" W I I 2 FL 13 245.00 LF_ 8° SEWER 14 100.00 L.F. SEWER ` N N R /W` N N It o + 83 84 � + B 5 86 + 87 46 N 33' F2O 10 20 10 Z N NC of F � o C), ui 0 NOTE: UNITS ONE & TWO r- SEE SHEET 10 $ Q �g ^ Cl �a CITY MENUMENT ENCASEMENT PER COB LO w (F9 J CL' it W T YR SEVER MAIN & MANHELE TYPE 'A' PER COB STD SW -4 E� T YR TYPE 'A' CA TCN BASIN PER CUB STD -1 � j ' WJ+ L t' UNIT 7 w W V 0 w 30 /616 R/W 4gOFESSI0�,9 w No. 35473 `4 9/30/07 Civic �F CAL���� ROBERT E. SMITH RCE 35473 DATE �jS�,Bt! /G779, 433/!/ / ONLY 1� O "S /lE "RECORD DRAWING" CORRECTIONS 6Y:_,,)"' W� DATE __j _ /lo g - — LEGEND o STD, CITY MENUMENT ENCASEMENT PER COB TD ST 13 (F9 BE CONST. NP EXISTS AS MUTED) -�- T YR SEVER MAIN & MANHELE TYPE 'A' PER COB STD SW -4 T T YR TYPE 'A' CA TCN BASIN PER CUB STD -1 -0- PCP WCR&J CL III & MANNELE TYPE 'A' PER CQB STD SV -4 �-- T YR SEVER MAIN & CL EANEUT PER COB STI S V -6 �-- STD, OUTLET S TRUC TAPE PER COB STD D -lI STD. DRAINAGE BASIN PER COB STD D -11 PT, RADIAL TV CENTERLINE STA. - AS NETEU NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT CUTTER FLOW LINE. - — S.D. LINE TABLE LINE BEARING DISTANCE Ll S 89 °27'16" E 27.00' L2 S 89'27'16" E 27.00' SEE SHEET 11 0 Q 0 Q NOTE: OFFSITE AND UNITS ONE & TWO TO BE CONSTRUCTED SIMULTANEOUSLY. SEE SHEET 7 m �W >2 cc �a Q CONST. DRAINAGE PER C.09. BASIN STD. D -11 SUMP E SEE SHEET 19 16 INSTALL 2 - 7' GATES PER CITY STD. D-13 10 11 12 13 1.4 1;5 16 17 i I 4g,OFESSIpN E. No. 35473 9/30/07 civl' OF CAL I 3 - /Lm ,( Z�f/- ROBERT E. SMITH RCE 35473 DATE L 331 y' ,,- offer/ 'RECORD DRAWING CORRECTIONS BY. DATE -1 L EE l Y.0 - -c- - -� -y I • STD, CITY MONUMENT ENCASEMENT PEq G 1 LF 2 STD ST -13 (TO BE CONST, OR EXISTS AS NOTED 338.83 N (n -.- TYP, SEWER MAIN & MANHOLE TYPE ' - - - - -- -- - - - STD SW -4 - - - -- -- � CLIR RCP WI GJ : - INV. IT B STD IIIV. ta' -6 STORK VRNI'. DRAIN PIPE TYP. - -- - - 18 TD D -14 -0- TYP STORM DRAIN & MANHOLE TYPE " "PER COB - _ - - �y 3439 W. TYP STORM DRAIN & MANHOLE TYPE " " PER COB STD SW-4 &"— _ TYP. OUTLET STRUCTURE PER COB STD YPE S -9 NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' EYOND S - -4}_1 .__ . 279G � RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER T PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. cm RCP W/RW Aw - -- -- - - 33896 N S / ST913�tDRM- P - -- - -- - " - S _ 2- INV. 0 232 - T", — u�v. f z4 1Fty 233 20' LF 24 CL Ilt RCP STEifgt DI�At PIPE j j 1247 INV. 338. N S y - - -- - 33889 N S - - - - -- I s 338. __ 1339.50 N/E STA_ 19 +98.90 I srA ; »,wn ,)n ` od wv -. �RqJ�/ STAB I 4g,OFESSIpN E. No. 35473 9/30/07 civl' OF CAL I 3 - /Lm ,( Z�f/- ROBERT E. SMITH RCE 35473 DATE L 331 y' ,,- offer/ 'RECORD DRAWING CORRECTIONS BY. DATE -1 I j I PROPOSED FfNISH GRADE -- - ABOVE,PIPF I j 2 f LF. 18• - - - f— - STOOM- DR0-- gPrFE— - - - INk l8" i INif. 18` G L EE l Y.0 I • STD, CITY MONUMENT ENCASEMENT PEq COB STD ST -13 (TO BE CONST, OR EXISTS AS NOTED 338.83 N (n -.- TYP, SEWER MAIN & MANHOLE TYPE ' ' PER COB STD SW -4 �-- TYP, SEWER MAIN & CLEANOUT PER C B STD SW -6 -�- TYP. TYPE "A" CATCH BASIN PER COB TD D -14 -0- TYP STORM DRAIN & MANHOLE TYPE " "PER COB STD SW-4 sD TYP STORM DRAIN & MANHOLE TYPE " " PER COB STD SW-4 �— TYP. OUTLET STRUCTURE PER COB STD YPE S -9 NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' EYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER T PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. I j I PROPOSED FfNISH GRADE -- - ABOVE,PIPF I j 2 f LF. 18• - - - f— - STOOM- DR0-- gPrFE— - - - INk l8" i INif. 18` G I i Qm7 352 -- - 350 348 - : - - - - -- - - -- - -- --i-344-- 342 -- -- 340 338 336 334 - - - -- - j 332 it ----- ---- --? - - - - -- _- -- - _ - - - --i 334 I - - -- -TRA UN ti SEVER a -PL &-- PROPI- , 1-J�Ct.}E-lSA MU - - -- i' Er 1 t -A Y ', SHEET 8 C F Z4 SHEETS I U) `0® z z m 0 K /�- - - -— - — - m 338.83 N (n N i M I i Qm7 352 -- - 350 348 - : - - - - -- - - -- - -- --i-344-- 342 -- -- 340 338 336 334 - - - -- - j 332 it ----- ---- --? - - - - -- _- -- - _ - - - --i 334 I - - -- -TRA UN ti SEVER a -PL &-- PROPI- , 1-J�Ct.}E-lSA MU - - -- i' Er 1 t -A Y ', SHEET 8 C F Z4 SHEETS I U) `0® z z m 0 K /�- S.D. LINE TABLE LINE BEARING DISTANCE L1 S 00 °00'00" w 27.00' L2 N 00 °00'00" E 17.00' SCALE. HORIZ. 1" = 50' VERT. 1 231 = 43' F i ,� ©kph p0 SEE SHEET 8 V W CL " Lu W w CL I,< d- 0 z T 00 N � � 0 (TO C, r Q Z M cn ono -4 N c/) N d- 0 z T 00 N � � �N (TO C, r Q Z M TYP, ono -4 U ^ TYP, Lo M J -0- RCP t7�O M W-4 fcd o CU Li � TYP, d- 0 z T STD, N � � SEE SHEET 10 Q' Cl W m w / A o' 2T T s5^ 51 J a 0 16 +38.35 CONST. TYPE W G R. w /3:a OP €NINE (#4} FL 348.48 DER 348.31 (20.00' RT.) CLIII RCP W/RGJ —ST0 - -E lR_F — R2_9 CLIII RCP W/RGJ STORkt TRAIN_ PIPE +1.037 % — — 4g0 E S S 1 Na. 3473 9/30/07 ROBERT E. SMITH RCE 35473 � a 0 civil, ��Oq��� CA l AS- ,dU14rTR• CIV W-1 O'Vi, y 4- DhrloyX "RECORD DRAWING" CORRECTIONS BY: DATE�,Z,� / -o 8 LEGEND (0&" DATE e STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TO BE CONST. OR EXISTS AS NOTED TYP, SEDER MAIN & MANH ©LE TYPE 'A' PER COB STD S -4 -� TYP, TYPE 'A' CATCH BASIN PER CUB STD -14 -0- RCP W /R5J CL III & MAWKE TYPE 'A' PER COB STD W-4 �-- TYP, SEDER MAIN & CLEANOUT PER COB STD SV -6 �-- STD, OUTLET STRUCTURE PER COB STD D -I1 STD, DRAINAGE BASIN PER COB STD D -11 PT, RADIAL TO CENTERLINE STA. - AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RCGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 250` AT GUTTER FLOW LINE. -- - - -- - -- - `- 4- N , _0- -- - — — - - AC- F Eli 3� SHEET 9 OF FU ----- - - - - -- -- -i 354 358 350 348 346 344 3A 340 338 336 334 VA - 1 � SIHEiTS 14�_ 61-&3/ 1*1�_ Ld bm it �gpFESSI�N a C> / Q N Z Zo = o Z O W > o No. 35473 9/30/07 _ ROBERT E. SMITH RCE 35473 o DATE 0 a Z Z = Q � M. c> o Q m a .- o co � _ , �� civil, �� �° �R, �a�� i r SEE SHEET- 11 o 00 ° + + � -< SEE SHEET 9 '- o � " N ° Q SEE SHEET 7 of S au�c� /9 - "RECORD DRAWING" 7 10 20 20 10 c a CORRECTIONS E':, 5 Q o N b cn 10 2 20 5~ 2 20 5 DATE ?'/1'_ 56 5 43 ' R/W t v f 1100 R/W O cv 39' fn ! oX� Q r R Q !� oo co 39' a lo FL o 11 S 00.32'44" W N 12 X a o 13 �14 �FL S 00.32'44" W 15 r Sfi N 39' 100.00 L.F. 6' SEWER c°� 125.00 L.F. 6" SEWER 125.00 L.F. 6' SEWER R 100.00 L.F. 6' SEWER 39' 5 1w W R/W FL T e SEWER LATS. TYP ° R W LFL = 4 `f J N N W N G1 N O) O C> N N N N cV " N to m 54 Im It t0 Z 5 M 53 � 5+ u') �- 5 1 + + 5 �� � 49 48 29.80' 4 47 co z o 0 5 20 1 2 10 4 5 LEGEND � 0 1 Q Tv N STD, CITY MONUMENT ENCASEMENT PER CO STD ST 13 .10120 SEE SHEET 11 0 `� `� Q W 4-� M 7 SEE SHEET 7 (TO BE CONST. OR EXISTS AS NOTED N Z � N -�- TYP, SEWER MAIN & MANHOLE TYPE 'A' PE COB STD SV -4 a cn W 2 o o a a -� T YP, TYPE 'A' CATCH BASIN PER COB STD 14 Q �ZZ. 0° Lu -0- RCP VIRCU CL III & MANHOLE TYPE 'A` R COB STD SW -4 � Q w .-- � � J a-- T YR SEVER MAIN & CLEANOUT PER COB SO SV -6 NOTE: UNITS ONE THRU TWO Q �-- STD. OUTLET STRUCTURE PER COB STD D -1 TO BE CONSTRUCTED SIf�tULTaNEOUSLY. STD. DRAINAGE BASIN PER COB STD D -11 D UTT PT, RADIAL TO CENTERLINE ETA, - AS NO D SCALE: 1 �� = 50' NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND VERT. 1" _ 4' UYIT RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. 10 11 12 13 14 15 16 k I i r c i I I I I I i I I ! I : I i I f i ! i I i ! I � I I I I G 1 i ! I r I E I F i I ! I I I I 1 i I 354 3�8 i - - - — 35 I I E -- - - . 02 I 0)/ Z// T — -- i I I —�- - -- i 348 � , I j - � — — — — — — — — — i 1 , I 348 —i 1 I I : I I � 346 I i - -r- -- - - - i I 346 -- 344 E -- - f I 344 i I .- - - -- - - - -- 348 i I - - - - -- - -- - - -- -- - - f - - _ - � - - - -- - - - - - - - - -- - -- -- - - - - - - - -- - - - - - - -- - - -- -- � - -- � - -- __- � - -- ! - - - - - - - - -- - - - - - --i 348 4 34 _ - - - -- -. -- -- - - - - -- ---- - - - - -- - - -- - - -- - -. - - i - - -- -.- ---- I I ------- - - - -_. ! - -- _. -.- -. -- - - - - - -- - -- T - _ - - -- - - - - I I -- -.. - -- __. - - -- --------- .- ..___. -- -4— - ! - i - - r 34 0 I , I : 4 - - - - -- F - -- — x— 338 I �- I ( I I f f 338 - - 1 -f -- - - -- - -- - - - - - - - - - - 1 I � 334 , t ---� ► - -- —�-- - - -- -- - -- I r � - - -- � _ - - -- t I -- I - -- i — _ i E ; I � 334 i I f fV I I r I � t I I 33� ' I I :Ir O i I �- �— I I I 332 — - 330 -- c r -- z : I � 1 ° I 330 - - - -- , – -- -- f --r-- - - -�; i- z _ _ - - -- - -- - -- - - - - -- -- - f I I 1 - - - -- �-- - — -- - -- °' r;3 - – -- - - -- — -- r - I c� � � rrs - - - -- - - - -- - -- - csi f - -- - Q I 1 --- - - - - -- -- I — r I � OO f _i i I - - -- I —� VV.VV L F - Nip - INSTALL 125.00 71_ L.F. � - in " A INSTALL 125.00_ L.F. � - INSTALL x00.00 L.F. � x Cn kD � - -- - - - -- -- -- -- - f : -- L - - - - -- f --� s 1A I �€WER- � �v� SEr �at+� =- +9:504% � _ X000 jy�t h S A- - -- - ---- 5-= --18&� -- [+ - - - - - - - - -- i -- f - -- - - -- - ,3929 - - - -- -- -- -+ - - - - i - — - -- I - - - - . ill l - - -- I � -1,03 0� -- - - - - -- - - - — -- -- - - - - - - - - -- -- - - - - -- - - -- - - - - y� - - - I T - i r RDFILE {E f I I 'VAR lKINA'At I i ! i ! SHEET 19 OF Z.r SHEETS Ld bm it � = SCALE.- HQRIZ. 1 50 VERT. 1 " =4' i I l F -_ t i I I I 352 350 - I 4— L I I 346 I ' _ I I I 344 -- - # 342 i I I I I I � � 336 I 336:1-- - - - -- 334 - - -- r -- t 332 330 - -- i i Lu W C> ~ + Jw cn .� O- SEE SHEET 8 2 20 1 E v N O 0 N o Z �W 35.23 C6 00 o ^ ": 5 5x00 o w 2247' •moo Fm- LO o 5 / N M m 0 a C'4� Qg � - O M 33` � 66 65 N '11� N N O 216.00 LF. 18° SEKR o 7 S 89'27'16° E CV "-FL� fi RW �CIO M rn Q o � 2 a cn d- N N 4 Q cn cn 20` 20 ~ 64 63 ,. ,. 62 co I "m- N 1 N CD _ 12 FL 1 O eT T ?O6' i a x k I.0 � N r O 1 a as rl STD 02 TD ST -21 5 0 (TO SEE SHEE T 12 Q a Z T YP, SEVER MAIM & MANHOLE TYPE " PER C17B STD SW -4 -rw TY' TYPE »A" CATCH BASIN PER COB S7D -14 —0— RCP WIRCJ CL III & MANHOLE TYPE "A" PER C B STD 0-14 �-- TYP, SEDER MAIM & CLEANOUT PER COB STD N �! STD, Q C) STD, � o ^ P1. RADIAL TO CENTERLINE ETA. }� NOTE: SEWER N � Q OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT C~4!) LO Q a m W SEE SHEET r0 10 20 20 r 6� 6O M 0 N N (/ 0 L.F. 8" SEWER 14 ~ 4" Z*R LAM (TYP.) 15 N 89'27'16' W `— i — 1°> �� TRW �� 59 33' 58 57 56 20' 20' 55 TYP. TYP. N V) NOTE: OFFSITE AND UNITS ONE & TWO Ta BE CONSTRUCTER SUATANE0t1SLY. M 0 0 O F to J cnlO a ud - 53 tE �6x V 33' 54 � 10 30 �* UNIT 1 10 11 12 13 14 15 16 Ix 0.00 LF. 8" c� J wil, � J N v �gpFESSIO� E. P-4 No. 35473 t* pl, 9/30/07 PC efvl� OF C ALZ��� ROBERT E. SMITH RCE 35473 AS -,Ruiz. f 7-4 G 33 / u -/ 0Al� f` J, vr�si: "RECORD DRAWING" CORRECTIONS BY;_�R�; DATE ? /l © it LEEEND Awl-.041r, DATE O STD CITY MONUMENT ENCASEMENT PER COB TD ST -21 (TO BE 0NST. OR EXISTS AS MUTED —� T YP, SEVER MAIM & MANHOLE TYPE " PER C17B STD SW -4 -rw TY' TYPE »A" CATCH BASIN PER COB S7D -14 —0— RCP WIRCJ CL III & MANHOLE TYPE "A" PER C B STD 0-14 �-- TYP, SEDER MAIM & CLEANOUT PER COB STD V -5 �— STD, OUTLET STRUCTURE PER COB STD D -11 STD, DRAINAGE BASIL PER COB STD D -11 P1. RADIAL TO CENTERLINE ETA. NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. : I QmilhTn - r - - - - TI�`�� -711 -r -f I ffAH _ AM - - - �- SHEET F I C) z z iYi - - - -- 352 — _ - - -- - - -; 350 1 346 — -- - ; 344 - - ! 342 340 -- - 330 334 332 i� v A 330 �-R-A -T E - -D- - - -- Jt_ : - VNIT I PLAN -& PROFILE 211, SkEETS C) z z iYi 352 350 348 346 344 342 340 338 336 m S.D. LINE TABLE LINE BEARING DISTANCE L1 S 89 °27'16" E 17.00' L2 S 89 °27'16" E 27.00' L3 S 89 °27'16" E 17.00' L4 S 89 °27'16" E 27.00' SCALE: H ORI Z. 1 " = 50' VER T. 1 " = 4' PROPOSED FINI GRADE PIPS 17 -LF-.48' - CLIII RCP W/RGJ - STORM W N PIPE S=- 0.176% - - 18' INV. 343.41 E. W }jam tom- - STORM DRAIN PIPE W G - 2 + ■1 LEGEND o STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TO a � TYP, ,�,o , \ wl U 7- TYP, � -0- RCP Cl -s J �-- Lu 3 ¢ rn �ZrM o Z Z STORM DRAIN` Q O '� Z CD W PT W NOTE: Qc � N `� T' � z RIGHT W > 18' INv Q - V 00 z _ Of-, STS. 10+50.00 00 O z M z v W O Cl rn +m o C; �� z ^ J O N SEE SHEET 11 C) O O p 20 0 10 CV r cn SEE SHEET 14 00 � o SEE SHEET 13 10 20 0 10 Co Z � u 2' + ^ f 10 20 0 10 + J m O �v 1 5 ct °' o C.) ¢ CD I 5 5 ¢� �- `0 N v 3 cn w / �I p N I W 3 RW / a R/W � A 00 °r° I � o FL co "' 18" . o L1 FL C- o N S.D. vi 11 ACV " 18 S•D• 12 N 00'32'44" E 13 ILn oN L4 N 278.20 LF 8" SEWER °r ° L2 ° 278.20 L.F. 8" SEWER 12 +7820 W FL 5 4 l' w � v' A, R/W w `t W 3 R/W N U-) 5 J 53 N 00 a - cn 65 1020 010 59 5`� 10, 20 010 c0 cn 00 5 Z a � � 0 SEE SHEET 14 a r rn o 20 0 SEE SHEET 13 Z }} 00 Z _ SEE SHEET 11 }ate ~ M = O W N roo ^ Z O d0' W a O O \ - ^ � r p ► 06 _ -W LO M W o N l Q 0 + �— 1 Qj O U --J 3ro Z c Q 0 d m N z 'v Q W }jam tom- - STORM DRAIN PIPE W G - 2 + ■1 NOTE: UNITS ONE THRU TWO TO BE CONSTRUCTED SIMULTANEOUSLY. ARISTIDES A VEYUE 64 N cq ts' 63 UNITS 1 AND 2 10 11 12 13 14 15 16_ I _T MA LEGEND o STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TO a -�- TYP, ,�,o , \ wl SEWER MAIN & CLEANCUT PER COB STD SW -6 7- TYP, TYPE 'A' CATCH BASIN PER COB STD D -14 -0- RCP Cl -s STUB & PLUG - AS NOTED �-- z 3 CL.III RCP W�ftGJ �ZrM o Z Z STORM DRAIN` Q ZZZ a o0 a 00 c a s, - 0 Z CD W PT RADIAL TO CENTERLINE S TA, NOTE: 0 � N C> o RIGHT -_A 18' INv Q - V 00 I STS. 10+50.00 00 O O Q rn +m o C; �� r ^ J d + SEE SHEET 11 C) 0 10 20 0 10 CV r cn ��' 0 5 �v I� R/W f N 00 5 C) B FL C- L3 c 14 V'/3 N 00'32'44 E� _15 24a S. D. — oN L4 278.20 LF 8" SEWER 15+56.40 CD FL W R/W N f 65 z 59 cn 00 5 Z a � 0 10 20 0 10 Z SEE SHEET 11 }ate ~ M Z d0' W a cD i ^ o^ ► 0:: O r7 0� ¢ 0 J 3ro d m N Q NOTE: UNITS ONE THRU TWO TO BE CONSTRUCTED SIMULTANEOUSLY. ARISTIDES A VEYUE 64 N cq ts' 63 UNITS 1 AND 2 10 11 12 13 14 15 16_ I _T MA LEGEND o STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TO BE CONST, OR EXISTS AS NOTED) -�- TYP, ,�,o , \ wl SEWER MAIN & CLEANCUT PER COB STD SW -6 7- TYP, TYPE 'A' CATCH BASIN PER COB STD D -14 -0- RCP N -s STUB & PLUG - AS NOTED �-- z 3 CL.III RCP W�ftGJ STD N 00 N STORM DRAIN` - - ZZZ a o0 a 00 c a s, - 0 PT RADIAL TO CENTERLINE S TA, NOTE: - � N - RIGHT -_A 18' INv - � I STS. 10+50.00 O M 1rn O LO O J J —9" >'t LF. 18• CL. III RCP W/RGJ STORM DRAIN PIPE S. = -. 1_. C7fM.-Ill IV INV. 338.55 �t t- - f T -278.28- L.F. $ ow ' STA.15+51.40 'eoFESSio'v ti 2_1 w No. 35473 L_�j 9/30/07 OFIVI C A0 �W NI) i �2 E. Sn�i Fti�� Q Y c^ ' N0.35473 p' Exp. 9-30-17 �sT cIvlo- OF C ROBERT E. SMITH RCE 35473 '4s eujJ'T Tip 633✓ l� � o va y � oFfsiTE "RECORD DRAWING" CORRECTI)VS BY:- DATE .2 -11-a 8 QuiLT 7, ,`33/ / -.Z mNLf� `PECORD DRAWIt+A' CORRECTIONS- BY: � DATE LEGEND o STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TO BE CONST, OR EXISTS AS NOTED) -�- TYP, Z . �-- TYP, SEWER MAIN & CLEANCUT PER COB STD SW -6 7- TYP, TYPE 'A' CATCH BASIN PER COB STD D -14 -0- RCP N -s STUB & PLUG - AS NOTED �-- z 3 STD N 00 N STD SEWER LATERALS PER COB STD SW -1 ZZZ a o0 a 00 c a s, - 0 PT RADIAL TO CENTERLINE S TA, NOTE: - � N RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT -0352% - � I C7fM.-Ill IV INV. 338.55 �t t- - f T -278.28- L.F. $ ow ' STA.15+51.40 'eoFESSio'v ti 2_1 w No. 35473 L_�j 9/30/07 OFIVI C A0 �W NI) i �2 E. Sn�i Fti�� Q Y c^ ' N0.35473 p' Exp. 9-30-17 �sT cIvlo- OF C ROBERT E. SMITH RCE 35473 '4s eujJ'T Tip 633✓ l� � o va y � oFfsiTE "RECORD DRAWING" CORRECTI)VS BY:- DATE .2 -11-a 8 QuiLT 7, ,`33/ / -.Z mNLf� `PECORD DRAWIt+A' CORRECTIONS- BY: � DATE L.1. IV Y• IV Cp W 6 RCP WJW DRAIN PIPE Z STORM DRAIN PIPE -1.765 I i S= #t.ttt% - cd Fa- ,.V v INV. ►17 W LO Z Z -- lll� r a a s� - I -- N G-4 ACT Na--63j STIDE SHEET 1 352 350 vi l 342 340 338 336 - - - -------------- tVf- r� 1t� PROS ENUE. -- i 21 SHEETS j cn J Z Z m Q W LEGEND o STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TO BE CONST, OR EXISTS AS NOTED) -�- TYP, SEWER MAIN & MANHOLE TYPE " PER COB STD SW -4 �-- TYP, SEWER MAIN & CLEANCUT PER COB STD SW -6 7- TYP, TYPE 'A' CATCH BASIN PER COB STD D -14 -0- RCP W /RGJ CL III & MANHOLE TYPE 'A' PER CLB STD SW -4 ■— STUB & PLUG - AS NOTED �-- STD OUTLET STRUCTURE PER COB STD D -11 STD DRAINAGE BASIN PER COB STD D -11 STD SEWER LATERALS PER COB STD SW -1 PT RADIAL TO CENTERLINE S TA, NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. L.1. IV Y• IV Cp W 6 RCP WJW DRAIN PIPE Z STORM DRAIN PIPE -1.765 I i S= #t.ttt% - cd Fa- ,.V v INV. ►17 W LO Z Z -- lll� r a a s� - I -- N G-4 ACT Na--63j STIDE SHEET 1 352 350 vi l 342 340 338 336 - - - -------------- tVf- r� 1t� PROS ENUE. -- i 21 SHEETS j cn J Z Z m Q W 4 4� � Q M N S K/ 11 O L a 116.00 LF. 6' SEWER FL ci �+ rte.• c`n �Lo K) cn o + C=) Lu Z z° W � ¢ + 4 c SEE SHEET 12 N i 20 w 10 65r a Lev o tt7 11 O 1 12 X06' cv •0 O w m M M W M O 9 O co 101020 501054,, cv SEE SHEET 12 a W can ¢ W 0 L EGEND • 0 z CI T V MENUMENT ENCASEMENT PER CH STD ST -13 (TS BE- CL UST, OR EXISTS AS MUTED) -�- TYP, o z R C0 STD SV -4 -� m 0 a -14 -0- RCP LcJ rn .� �-- TYP, I J �-- STD, r O O .. + J STD, N O + + PT, RADIAL R7 CENTERLINE STA, - AS NITTED NOTE: SEWER O 2 , N OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY N S K/ 11 O L a 116.00 LF. 6' SEWER FL ci �+ rte.• c`n �Lo K) cn o + C=) Lu Z z° W � ¢ + 4 c SEE SHEET 12 N i 20 w 10 65r a Lev o tt7 11 O 1 12 X06' cv •0 O w m M M W M O 9 O co 101020 501054,, cv SEE SHEET 12 a W can ¢ W 0 NOTE: UNITS ONE THRU TWO TO BE CONSTRUCTED SIMULTANEOUSLY. THUY-DER C U-1 Cff D) ?I 17E UYIT 2 : I --4-- --a -- i - PRa -FK SR -GRADE­-ABOVE -PIPE- 350 - I -2 - - - -' - - - - - - -- - - - -- -- - - - - - - -- - - -- -- I 4 f I 343 -- - - - - _ -- -- - - - -- -- - - -- - { � I 346 - - - - - - - - - - -- -- - - -- - - - - - - -- - - - - -- - - - i i 344-- _ -- - - - - -- - -- - -� r } 34 -- - - - -- - - - - -- - - -- - i } ! I I I I I 1 I I ! QC -��rT 44, .�gOFESSf ON E. NQ. 35473 9/30/07 civTL O C A�Io��� � ROBERT E. SMITH RCE 354173 No. 35473 Exp. 9 -30 -17 sOF L'IV11. r,ALtEO% - I1- -oL DATE /J-S Ou /c.7" 31 P z o,v4-Y SEC DRAww CQRAE TK NS BY: DATE /fl- L EGEND • STD, CI T V MENUMENT ENCASEMENT PER CH STD ST -13 (TS BE- CL UST, OR EXISTS AS MUTED) -�- TYP, o z R C0 STD SV -4 -� m TYPE `A' CATCH BASIN PER COB ST -14 -0- RCP VIRUJ CL III & MAIHKE TYPE `A` _ � o �-- TYP, z V X V- W �-- STD, L7UTLET STRUCTURE PER CL 7B STD 11 .. + J STD, DRAINAUE BASIN PER C0 STD D -11 O ¢ PT, RADIAL R7 CENTERLINE STA, - AS NITTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYO dr u) .-. L) � J OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. cn F F- a- o 6 4 rl r 6 3 N 2a, 20, N ,�. ,� 61 31, to cn o Q N ¢ cn 62 60 R/W N N N N cn O N L ° 1240.00 L.F. 8" SEWER 100.00 L.F. 6' SEWER 15. 00 13 O 14 89'27`16" E 15 16 4' SEWER LATERAL TYP) FL ° M M R /W M M M Li 8' 18' 56 47 18' 18' 5 33' 5 9 td I can 141) V) _ __ _ V) Q W z Q� Q¢ NOTE: UNITS ONE THRU TWO TO BE CONSTRUCTED SIMULTANEOUSLY. THUY-DER C U-1 Cff D) ?I 17E UYIT 2 : I --4-- --a -- i - PRa -FK SR -GRADE­-ABOVE -PIPE- 350 - I -2 - - - -' - - - - - - -- - - - -- -- - - - - - - -- - - -- -- I 4 f I 343 -- - - - - _ -- -- - - - -- -- - - -- - { � I 346 - - - - - - - - - - -- -- - - -- - - - - - - -- - - - - -- - - - i i 344-- _ -- - - - - -- - -- - -� r } 34 -- - - - -- - - - - -- - - -- - i } ! I I I I I 1 I I ! QC -��rT 44, .�gOFESSf ON E. NQ. 35473 9/30/07 civTL O C A�Io��� � ROBERT E. SMITH RCE 354173 No. 35473 Exp. 9 -30 -17 sOF L'IV11. r,ALtEO% - I1- -oL DATE /J-S Ou /c.7" 31 P z o,v4-Y SEC DRAww CQRAE TK NS BY: DATE /fl- i I I i 354 i 1 - I -- - 32 350 t ' i 348 - I 34-6 i 344 - 342 - - 340 ; I I 338 I 1 � I - - -- - - -- 33� ! : - I smith d*U` - - -- — ! - I N C, 0 -P. -p - -0 -- R- A - -' - -T} - -- - - I - -- - - -= - E - -- - - --7- / - - _ SEWER & ED, A ff & -PREFILE ftwui i SHEET 13 OF Zl SHEETS L EGEND • STD, CI T V MENUMENT ENCASEMENT PER CH STD ST -13 (TS BE- CL UST, OR EXISTS AS MUTED) -�- TYP, SEVER MAIN & MAWKE TYPE `A' R C0 STD SV -4 -� T YP, TYPE `A' CATCH BASIN PER COB ST -14 -0- RCP VIRUJ CL III & MAIHKE TYPE `A` ER C0 STD SIB -4 �-- TYP, SEVER MAID & CLE41VOUT PER CUB 10 SIV 6 �-- STD, L7UTLET STRUCTURE PER CL 7B STD 11 STD, DRAINAUE BASIN PER C0 STD D -11 PT, RADIAL R7 CENTERLINE STA, - AS NITTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYO RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. i I I i 354 i 1 - I -- - 32 350 t ' i 348 - I 34-6 i 344 - 342 - - 340 ; I I 338 I 1 � I - - -- - - -- 33� ! : - I smith d*U` - - -- — ! - I N C, 0 -P. -p - -0 -- R- A - -' - -T} - -- - - I - -- - - -= - E - -- - - --7- / - - _ SEWER & ED, A ff & -PREFILE ftwui i SHEET 13 OF Zl SHEETS I S.O. LIME TABLE LINE BEARING DISTANCE L1 S 89'27'T6" E 206.00' L2 S 89'27'16" E 17.00' L3 S 89 °27'16" E 27.00' SCALE: HORIZ. 1 = 50 VERT. 1 12 41 I 350 - 346 : AA , 344 � - - - - - - - - -- 34 - -- - - 340 l 4 I i 3341 -- - I 332- 330- � -- -�- -- - Iff I i o a z z o j S cn uj + o co aQ � SEE SHEET 12 0 2d 20 CD cll� 1 11 J 5 w� 53 I .. N O� . 206.00 L.F. $" SEWER 11 717Y-8" SEWER �c?X S 89'27'16" E 13 S 89 °27'16" E L1 I 46`00 6 z CITY MQNUMENT ENCASEMENT PER COB LLJ x (TO BE CONS T, OR EXISTS AS MUTED 0 z 16 Q 5 �. i Q N SEE SHEET 15 X w PCP LL- tn •-- TYP 0 Q SV -5 �cr f �23 o J J 'PA DRAINAUE BASIN PER COB STD D -11 + J 3�} w SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND QX CD z 10.00 L.F. 8" SEWE N o o STUB & PLUG 16 16 +15.99 v z BOUNDARY Q `-i S�q 9 1 o X,q„ `t � l LO + ti ryo F o 2235 c 41.98 a SCALE: HORIZ. 1 = 50 VERT. 1 12 41 I 350 - 346 : AA , 344 � - - - - - - - - -- 34 - -- - - 340 l 4 I i 3341 -- - I 332- 330- � -- -�- -- - Iff I i o a z z o j S cn uj + o co aQ � SEE SHEET 12 0 2d 20 CD cll� 1 11 J 5 w� 53 I .. N O� . 206.00 L.F. $" SEWER 11 717Y-8" SEWER �c?X S 89'27'16" E 13 S 89 °27'16" E L1 I 46`00 l�J a,f fog Mf c 42 43 44 N Q N N P5 FZ- � FQ- 20' 20' + N N N 4- MW R LATS. (W. 395.00 L.F. $A SEWED j tf4 Q �x FL � 1 -9 1 J, ca c/) tN N 46 > 20 33 7 45 5 N >r. 110­ 20 0 1 SEE SHEET 16 Q Q w N o NOTE: LHTS ONE & TWO z a TO BE CONSTRUCTED SIMULTANEOUSLY. � I i i I f r - i : � I T- - - - - - - - - - - -- - - - -- - -- - -- - - -- - -- - --� - i- 18" INV. - - - - -�- -- - - -- - - I - - -- - -- - I - -- - - — -- - ------- - - - - -- - - -- - - -- -- ---- - - - - -- - -- -- -- ! ; 343.45 NMI � - I i i I MS± LF. 18' CL Ht RCP W CJ - -� - �- - - -- - - - -- - - STORM- DRA --PIPE - -- - - - - -- - -- - I I T- �- -- - i n STA. 12 +01.00 I k UNIT 2 1 15 cm cn liffel 33 6 z CITY MQNUMENT ENCASEMENT PER COB LLJ x (TO BE CONS T, OR EXISTS AS MUTED u') 16 Q 5 �. -i 5 10 2t. ro 10 Q N SEE SHEET 15 X w PCP LL- tn •-- TYP Lu w SV -5 �cr f �23 J J STD, DRAINAUE BASIN PER COB STD D -11 v PT; l�J a,f fog Mf c 42 43 44 N Q N N P5 FZ- � FQ- 20' 20' + N N N 4- MW R LATS. (W. 395.00 L.F. $A SEWED j tf4 Q �x FL � 1 -9 1 J, ca c/) tN N 46 > 20 33 7 45 5 N >r. 110­ 20 0 1 SEE SHEET 16 Q Q w N o NOTE: LHTS ONE & TWO z a TO BE CONSTRUCTED SIMULTANEOUSLY. � I i i I f r - i : � I T- - - - - - - - - - - -- - - - -- - -- - -- - - -- - -- - --� - i- 18" INV. - - - - -�- -- - - -- - - I - - -- - -- - I - -- - - — -- - ------- - - - - -- - - -- - - -- -- ---- - - - - -- - -- -- -- ! ; 343.45 NMI � - I i i I MS± LF. 18' CL Ht RCP W CJ - -� - �- - - -- - - - -- - - STORM- DRA --PIPE - -- - - - - -- - -- - I I T- �- -- - i n STA. 12 +01.00 I k UNIT 2 1 15 cm cn liffel 33 12 13 14 15 16 17 I I � i - , -- oo rn r o C14 zp ! -- - - : O cai I i+ W W i - - -- - - -- -- -- ' - -- - - - _-� -_- - - -- - -- - -- -- --+ -- t0 - _�— -._.. - - -- - -- -- - -tD -- - - I -- - N _ _ _ F A INSTALL 10.00 L.F. F _ cn o0 00 ! - I - T - 00-co IN TALL 4I�}_ ._ B "- P �SEI R_I+ IN «: «� - - -- i #�STAL-L- AD911. -, &' - -SEWER -1�All - - -- - _ - S 0:350% , -- - S = -- ±0.352 - - -- - -- - - S = 44.M.% - - -- - - - - -- -- - -- - - - - ! -- - -- Y ! I r i - - -- - - - - - - -- -- - J� -- - - - -- -- - - - - -«- - - - - - -: + 4gOFESSIp� w No. 35473 m r No. 364'.3 Exp. 9 -30 -17 OF CAtF 9/3I0 /0�7 � � O�CAS 'RECORD DRAW W-0 CORRECTK)NS BY-- DATE /a- EMEND DATE 6 z CITY MQNUMENT ENCASEMENT PER COB LLJ x (TO BE CONS T, OR EXISTS AS MUTED -�- TYR a �. -rk + J X ao PCP LL- tn •-- TYP SEVER MAIN & CLEAN7UT PER COB S SV -5 Z� f BUTLET STRUCTURE PER COB STD D- J J STD, DRAINAUE BASIN PER COB STD D -11 PT; 3�} w SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND iV !n CD z 10.00 L.F. 8" SEWE STA. 16 +16.00 STUB & PLUG 16 16 +15.99 BOUNDARY 12 13 14 15 16 17 I I � i - , -- oo rn r o C14 zp ! -- - - : O cai I i+ W W i - - -- - - -- -- -- ' - -- - - - _-� -_- - - -- - -- - -- -- --+ -- t0 - _�— -._.. - - -- - -- -- - -tD -- - - I -- - N _ _ _ F A INSTALL 10.00 L.F. F _ cn o0 00 ! - I - T - 00-co IN TALL 4I�}_ ._ B "- P �SEI R_I+ IN «: «� - - -- i #�STAL-L- AD911. -, &' - -SEWER -1�All - - -- - _ - S 0:350% , -- - S = -- ±0.352 - - -- - -- - - S = 44.M.% - - -- - - - - -- -- - -- - - - - ! -- - -- Y ! I r i - - -- - - - - - - -- -- - J� -- - - - -- -- - - - - -«- - - - - - -: + 4gOFESSIp� w No. 35473 m r No. 364'.3 Exp. 9 -30 -17 OF CAtF 9/3I0 /0�7 � � O�CAS 'RECORD DRAW W-0 CORRECTK)NS BY-- DATE /a- EMEND DATE —� I — i I f- MIT - - -- - — -- �r � -AN _ P 11, EI I —— — 1. j SHEET 14 OF Zi SHEETS l STR CITY MQNUMENT ENCASEMENT PER COB STD ST-21 (TO BE CONS T, OR EXISTS AS MUTED -�- TYR SEDER MAIN & MANHOLE TYPE " PER COB STD SIB -4 -rk TYP TYPE 'A` CATCH BASIN PER COB STD 44 -0- PCP VIR6J CL III & MANHOLE TYPE 'Wo PER CLUB STD D -14 •-- TYP SEVER MAIN & CLEAN7UT PER COB S SV -5 �— STD, BUTLET STRUCTURE PER COB STD D- STD, DRAINAUE BASIN PER COB STD D -11 PT; RADIAL TO CENTERLINE STA, NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. —� I — i I f- MIT - - -- - — -- �r � -AN _ P 11, EI I —— — 1. j SHEET 14 OF Zi SHEETS l I S.O. LINE TABLE UNE BEARKG DISTANCE LT N 50'42'40" E 26.51` L2 S 58'5223" E 31.201 L3 N 89'30'37" w 17.14 SCALE: HQRIZ. 1" = 50: VERT. 1" _ 4' f - - : - -- 354:' � - - - - - -- - - - - - - -- f ! I 352 f I 350' 346 � { ¢ - 344 3421 I 333 I ' ' t ; I I i ' f _ . 1 -- - -- I I � I 1 I i � 1 ' R Q N N N z° e �g4F.SS��N ul O L1 0 Q c> w No. 35473 , 4 12 (lYP.) t8' I Z z z Q T T SEWER MAIM & CLEANZT PER COB STD Co ul) �9 278.20 L.F. 8" SEWER L2 CD a4 W LO � � ° 3 _O S AFL 4' rnUL" r OUTLET STRUCTURE PER COB STD D -11 CfT DRAINAGE BASIN PER COB STD D -11 R/W O 0 40 D m .-. 4U NOTE: + CD o N 17'01'38" ,nF- co �° CD a PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. o `w 21 22 \ i NOTE. UNITS ONE THRU TWO TO BE CONSTRUCTED SM ULTANEOUSLY N N z° e �g4F.SS��N CITY MONUMENT ENCASEMENT PER COB S O L1 0 Q c> w No. 35473 , 4 12 (lYP.) t8' I Z z °� L3 La ;;i--co T SEWER MAIM & CLEANZT PER COB STD i'W -6 �9 278.20 L.F. 8" SEWER L2 == CI v IL a4 W LO CA��o-� CO STD SW -4 cn AFL 4' �- r OUTLET STRUCTURE PER COB STD D -11 ar DRAINAGE BASIN PER COB STD D -11 R/W En 40 D m RADIAL TO CENTERLINE STA, CD c ° .. �Lq NOTE: SEWER CD o ,nF- co �° OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. `w CL U-i ULo cc 42 }� $ cmS __j ai � o � W)° _ +m o V M U SEE 17 + o + lo 20 20 1 1 7 t0 _ LO' f1P �_ 15 _v\ 21 C" NOTE. UNITS ONE THRU TWO TO BE CONSTRUCTED SM ULTANEOUSLY Q op- z° f �g4F.SS��N CITY MONUMENT ENCASEMENT PER COB S D ST 13 L1 0 t8' S.D w No. 35473 , 4 12 (lYP.) t8' I FL 11 t may, 9/30/07 °� L3 !I T SEWER MAIM & CLEANZT PER COB STD i'W -6 �9 278.20 L.F. 8" SEWER L2 == CI v IL a4 W LO CA��o-� CO STD SW -4 cn AFL 4' �- r OUTLET STRUCTURE PER COB STD D -11 ar DRAINAGE BASIN PER COB STD D -11 R/W � 5 40 41 PT, RADIAL TO CENTERLINE STA, a� NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. SEE SHEET 17 CL U-i ULo cc 42 L� o��� 3 F__ z ai � o � W)° _ +m o U NOTE. UNITS ONE THRU TWO TO BE CONSTRUCTED SM ULTANEOUSLY 14 555 d� .a PTA r � r � vi o 0 1a 2 a 11 SEE SHEET 14 Q w o� Ck� Ck� ma n5 S.L'F x -fl)?i V'p UYIT 2 1 12 13 f I --T- - -- -i - 1 - - - - i F i 1 L I 6 I I z is r 3 -- - - - - - - - - - — - -z -- -- _ - o - - - - - - � vi t,..i � as , o c'! � - -- -- - _ -� -- I - - -w ti -II > >> f CN -90 co INSTALL 27320 L F. 8'� PVC SEWER btAIN -- - - ", °o - - - -- - . - -- - - i ; 1 I -- 9 ROBERT E. SMITH RCE 3573 PROFESS /pfy /�' �Qti� ART E. S ��coy 7J�. 6 33 N Ly Q 1 V_ `RECORD DRAINING" m r No. 35473 CpRRECTK)NS Big` Exp. 9 -30-17 uAT Civ►� ��P* DATE �?3� T�cr CA��F�P DATE co op- z° o �g4F.SS��N CITY MONUMENT ENCASEMENT PER COB S D ST 13 I (TO C) C14 w No. 35473 ° + t may, 9/30/07 + � T SEWER MAIM & CLEANZT PER COB STD i'W -6 �9 T YP, TYPE 'A' CATCH BASIN PER COB STD D- == CI v IL -0- LO CA��o-� 14 555 d� .a PTA r � r � vi o 0 1a 2 a 11 SEE SHEET 14 Q w o� Ck� Ck� ma n5 S.L'F x -fl)?i V'p UYIT 2 1 12 13 f I --T- - -- -i - 1 - - - - i F i 1 L I 6 I I z is r 3 -- - - - - - - - - - — - -z -- -- _ - o - - - - - - � vi t,..i � as , o c'! � - -- -- - _ -� -- I - - -w ti -II > >> f CN -90 co INSTALL 27320 L F. 8'� PVC SEWER btAIN -- - - ", °o - - - -- - . - -- - - i ; 1 I -- 9 ROBERT E. SMITH RCE 3573 PROFESS /pfy /�' �Qti� ART E. S ��coy 7J�. 6 33 N Ly Q 1 V_ `RECORD DRAINING" m r No. 35473 CpRRECTK)NS Big` Exp. 9 -30-17 uAT Civ►� ��P* DATE �?3� T�cr CA��F�P DATE i -- ! - M4"! CL IO -- % - - -.__._ CLl# RCP W 6N - - - -- - STORM -[RNN PIP€- - - . STOW =' t_75ofRIrI QRAIN PIPE r 344.45 E t8` fNV t8' INV. - - - - - STA t iS' INV ` - -�. -- —- - -- CB jf0 - 344.f5 E SR. tb+549& -- -- - -- -� -- U8 t 341.38 N/S E I f � 1 - - - 354 352 4 350 i � I 348 346 1 344 1 -- — - - -- - - -- - -- 342 i -- �- ' - -- - - - - -- 340 - I i I j I f � - -- — — 0 U I - -- t- SA_ - - -- -- - L -N C --0 -fir - P - - - -- - - - - - -- -- -- R4CT -6-331 -t- NIT 2 SE#ERi S,D, - N --& PROFILE EA E +5�F DR SHEET 1ZI S�iEETS ,'! X33/ /�2 L EGE fD I : I 4 STD, CITY MONUMENT ENCASEMENT PER COB S D ST 13 I (TO BE CONST. OR EXISTS AS MUTED —�- TYP, SEWER MAIM & MANHOLE TYPE " PER CLY STD S6- 4 •-- TYPF SEWER MAIM & CLEANZT PER COB STD i'W -6 -rr T YP, TYPE 'A' CATCH BASIN PER COB STD D- 4 -0- RCP WIRCU CL III & MANMIE TYPE 'A' PER CO STD SW -4 �-- STUB & PLUC - AS NOTED �- STD OUTLET STRUCTURE PER COB STD D -11 STD DRAINAGE BASIN PER COB STD D -11 STD SEWER LATERALS PER COB STD SV -1 PT, RADIAL TO CENTERLINE STA, NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. i -- ! - M4"! CL IO -- % - - -.__._ CLl# RCP W 6N - - - -- - STORM -[RNN PIP€- - - . STOW =' t_75ofRIrI QRAIN PIPE r 344.45 E t8` fNV t8' INV. - - - - - STA t iS' INV ` - -�. -- —- - -- CB jf0 - 344.f5 E SR. tb+549& -- -- - -- -� -- U8 t 341.38 N/S E I f � 1 - - - 354 352 4 350 i � I 348 346 1 344 1 -- — - - -- - - -- - -- 342 i -- �- ' - -- - - - - -- 340 - I i I j I f � - -- — — 0 U I - -- t- SA_ - - -- -- - L -N C --0 -fir - P - - - -- - - - - - -- -- -- R4CT -6-331 -t- NIT 2 SE#ERi S,D, - N --& PROFILE EA E +5�F DR SHEET 1ZI S�iEETS ,'! X33/ /�2 I : I l ' I i -- ! - M4"! CL IO -- % - - -.__._ CLl# RCP W 6N - - - -- - STORM -[RNN PIP€- - - . STOW =' t_75ofRIrI QRAIN PIPE r 344.45 E t8` fNV t8' INV. - - - - - STA t iS' INV ` - -�. -- —- - -- CB jf0 - 344.f5 E SR. tb+549& -- -- - -- -� -- U8 t 341.38 N/S E I f � 1 - - - 354 352 4 350 i � I 348 346 1 344 1 -- — - - -- - - -- - -- 342 i -- �- ' - -- - - - - -- 340 - I i I j I f � - -- — — 0 U I - -- t- SA_ - - -- -- - L -N C --0 -fir - P - - - -- - - - - - -- -- -- R4CT -6-331 -t- NIT 2 SE#ERi S,D, - N --& PROFILE EA E +5�F DR SHEET 1ZI S�iEETS ,'! X33/ /�2 SCALE: H OR I Z. 1 " = 50' VE R T. 1 " = 4' 352 r 3501 348 346 344 342 340 F-- W W Li U = J SEE SHEET 17 o Z o �:: U m o N 1 20 0 10 26 o Z 0:: � SEE SHEET 14 + 41.72' N -- -.,==>> 10 20 J10 10 ui �5 °° 4 47 cn �- 5 o ^ °o Z'2 R/W En U-) 2 S 10 00.00 0 X,> z 4' SEWER LATS. (TYP.) 11 cv N 00'32'44° E 12 �Q 110.00 L.F. 6 SEWER ° 100.00 L.F. I- R/W 6' SEWER 28 _ I ' FL T N N N 00 29 26 20' 31 32- �M 53 moo" 0 N 10 20 0 1 C A LO o T SEE SHEET 14 cn o t i v~i W J m� z Lo 50 29' N N 29' 49 NOTE: UNITS ONE THRU TWO TO BE CONSTRUCTED SIMULTANEOUSLY. f I [I/v/v Y CID E DR I rpi 10 UNIT 2 11 12 -4--4- PROPOSED FINISH GRADE ABOVE --P, Jr - - - - --L ---- - - - - -- -- ----------------- -- d' ' N - Z Z U n LO O M ul + w ALL 100.00 L.F. z -- WC—SEWER MAIN 13 1111; 4g,OFESSION E. w No. 35473 9/30/07 civ' oCA0o7 ' Q r = No.35473 Exp. 9 -30 -17 � r1VlL TF 0-�- CA `70 ROBERT E. SMITH RCE 35473 .5 gui�-f- -4. 'RECORD DRAWING" 1 CORRECTK)NS RYY DATE —/ 3,ls I' -74M ma., - L EEEND • STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 N 1 C 14 _ T YP, Z r -r z3 O LO r cq M M MM WW —= IN ALL 110.00 LF. O U-3 + cam VCS M ' STD, OUTLET STRUCTURE PER COB STD D -11 STD, DRAINAGE BASIN PER COB STD D -I1 PT RADIAL TO CENTERLINE STA, - AS NOTED d' ' N - Z Z U n LO O M ul + w ALL 100.00 L.F. z -- WC—SEWER MAIN 13 1111; 4g,OFESSION E. w No. 35473 9/30/07 civ' oCA0o7 ' Q r = No.35473 Exp. 9 -30 -17 � r1VlL TF 0-�- CA `70 ROBERT E. SMITH RCE 35473 .5 gui�-f- -4. 'RECORD DRAWING" 1 CORRECTK)NS RYY DATE —/ 3,ls I' -74M ma., 352 OR -1 348 346 344 342 340 SHEET 16 OF 21 SHEETS i cn n X331 �.� L EEEND • STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TO BE CONST, OR EXISTS AS NOTED) -♦ T YP, SEWER MAIN & MANHOLE TYPE 'A' PER CUB STD S61-4 -r T YP, TYPE 'A' CATCH BASIN PER COB STD -14 -0- RCP W/RCJ CL III & MANHULE TYPE 'A' PER CUB STD S W -4 TYP, SEWER MAIN & CLEANOUT PER CUB STD SW -6 �-- STD, OUTLET STRUCTURE PER COB STD D -11 STD, DRAINAGE BASIN PER COB STD D -I1 PT RADIAL TO CENTERLINE STA, - AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. 352 OR -1 348 346 344 342 340 SHEET 16 OF 21 SHEETS i cn n X331 �.� 1 S.D. LINE TABLE LINE BEARING DISTANCE L1 N 50'40'41" E 26.52' L2 s 89'27'16" E 317.64' L3 N 00'32'44" E 17.00' SALE: HORIZ. 1" = 50' VERT. 1 " = 4' I k > I - 354 352 350 348— 346 - -- r 344 �- 342 - 340' -- - -- - %- 338 i 0 z O °o N n O ,~J O N Lo o ®. �X M S 892716 E J o — I T I 12 7 L2 i j z 208.61 L.F. SEWER L1 S 89'27'16" E 4" SE%WR LATS. (T)P. T YP aj = tr3 N i O M 2 2 co 32.36' i N i 14 _ zl SEWER MAIN & ''L EANOUT PER COB STD S V -5 o STD, ¢ 13 18" S.D. — — 144 �x _N L' C-4 t/7 I i M Z Z 11 1611 O ^ fOI fh i T J O LJ Lo I U ,, F--: Ot7d-or_ ^ f v t AFL , or N I'? N 0 + m O =ULiS�t � w cr) ') Q o \� /R /W , L 125.36 L.F. 6" SEWER W O SEE SHEET 15 H 0 20 010 W' 40 0 5 ° ,XAr N = o � z o T co J 1 0 o c u � � IQ- � M (f) rn r cf") Lo I- N M f r- to 3 N \ N F�- cn lull 3 9 20' 20' + 33' TYP. TYP. 38 3; 36 35 Q TYP. 34 ,R /W ` cn fV N N � N CJ N 4" LATS. (PR) " �, FL .. dft 0-d SEE SHEET 16 )1 20 1120 11 S 892716 E J I L1 J� �O• — I T I 12 7 L2 Zp. z° h 208.61 L.F. SEWER L1 S 89'27'16" E 4" SE%WR LATS. (T)P. T YP aj i7 M tr3 G O O 2 0¢ 1 2 O M 2 2 co 32.36' i N � 14 _ T YP SEWER MAIN & ''L EANOUT PER COB STD S V -5 O STD, ¢ 13 18" S.D. — — 144 �x _N L' C-4 t/7 I i co Z Z 11 1611 RIGHT �Z Z i PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. z O O cm p LJ Lo I U ,, F--: Ot7d-or_ . ° v 0a AFL , 5 - �O N I'? N -- — + m O =ULiS�t N = o � z o T co J 1 0 o c u � � IQ- � M (f) rn r cf") Lo I- N M f r- to 3 N \ N F�- cn lull 3 9 20' 20' + 33' TYP. TYP. 38 3; 36 35 Q TYP. 34 ,R /W ` cn fV N N � N CJ N 4" LATS. (PR) " �, FL .. dft 0-d SEE SHEET 16 )1 20 1120 11 12 13 114 Ii I I , i I i , - - -- I i I PROPQSEC_ FINISH GRADE ABOVE -PIPE , S 89-2716 E L62.30 L.F. 8 SEWER Zp. z° h 208.61 L.F. SEWER BE CONS T OR EXISTS AS NOTED? S 89'27'16" E —+— T YP N^ + J T T YP °� - co o I 14 _ T YP SEWER MAIN & ''L EANOUT PER COB STD S V -5 oN STD, OUTLET STRUCTURE PER COB S TD D -11 13 18" S.D. — — 144 �x w ° L 3 I i RADIAL TO CEN TEFL INE ETA, Z I 11 1611 RIGHT 3LLjz i PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. z LJ Lo I g . ° v -- - -- AFL , 5 - �O N -- — —1 — � w A cn rL2CD Vn cv f, PV SFWFR MAIN 2� 33' 24 ��) — ,s' N 10 20 20 10 �'� 2/ co 10 U cn M SEE T 18 z � O U � 3 C> Lq x O m NOTE: UNITS ONE THRU TWO TO BE CONSTRUCTED SIMULTANEOUSLY. 12 13 114 Ii I I , i I i , - - -- I i I PROPQSEC_ FINISH GRADE ABOVE -PIPE , .64`f LF. le Ct III RCP WARW I ! A rr STORM DRAIN PIPF - _s_ 429 _ - -- - _ — �0�2 � I I i :9 i I I i I i N I I — -- —— - -z W c/i I —I I . 1 - - , f, F PVC SEVIMR MANN WSTALL 20 +0-.3517. - -- -- -- I I I t I � i I' i i I I , I j w _Lo M co ME 29, 31 �3C 29 % N Zp. z° h ZE CTO BE CONS T OR EXISTS AS NOTED? —+— T YP N^ + J T T YP 344.01 N /S /E - co o I 14 _ T YP SEWER MAIN & ''L EANOUT PER COB STD S V -5 �- STD, OUTLET STRUCTURE PER COB S TD D -11 ,STD _____ I i RADIAL TO CEN TEFL INE ETA, Z I LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT 3LLjz i PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. z LJ Lo ! g . — — v -- - -- M , N -- — —1 — .64`f LF. le Ct III RCP WARW I ! A rr STORM DRAIN PIPF - _s_ 429 _ - -- - _ — �0�2 � I I i :9 i I I i I i N I I — -- —— - -z W c/i I —I I . 1 - - , f, F PVC SEVIMR MANN WSTALL 20 +0-.3517. - -- -- -- I I I t I � i I' i i I I , I j w _Lo M co ME 29, 31 �3C 29 28 \ N N Zp. z° ZE CTO BE CONS T OR EXISTS AS NOTED? —+— T YP N^ + J T T YP 344.01 N /S /E - co -- W/RGJ CL III & MANHOLE TYPE 'A' PER COB STD D 14 T YP SEWER MAIN & ''L EANOUT PER COB STD S V -5 �- STD, OUTLET STRUCTURE PER COB S TD D -11 ,STD DRAINAGE B.ASI.N P? COB STD D -11 I i RADIAL TO CEN TEFL INE ETA, Z SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT 3LLjz i PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. z LJ Lo ! g . v -. M N � A Z WTALL 125.38: L.F. a Vn cv f, PV SFWFR MAIN 0° «� - - - - IN5 .64`f LF. le Ct III RCP WARW I ! A rr STORM DRAIN PIPF - _s_ 429 _ - -- - _ — �0�2 � I I i :9 i I I i I i N I I — -- —— - -z W c/i I —I I . 1 - - , f, F PVC SEVIMR MANN WSTALL 20 +0-.3517. - -- -- -- I I I t I � i I' i i I I , I j w _Lo M co ME 29, 31 �3C 29 . ___ N -o_ z 3 z_ =iLrn re)- rd!)— M M M + L J - .4gpFESSION� 4o.��gT E. CQ w No_ 35473 m 9/30/07 OCIVILIp��~� F CAL l ml NO. "473 ROBERT E. SMITH RCE 35473 qRECORa DRAWING" , CORRECTIONS BY. jo� DATE_ LO-�3 / ol DATE 28 \ N N Zp. z° ZE CTO BE CONS T OR EXISTS AS NOTED? —+— T YP N^ + J T T YP QI O O Ln co -- . ___ N -o_ z 3 z_ =iLrn re)- rd!)— M M M + L J - .4gpFESSION� 4o.��gT E. CQ w No_ 35473 m 9/30/07 OCIVILIp��~� F CAL l ml NO. "473 ROBERT E. SMITH RCE 35473 qRECORa DRAWING" , CORRECTIONS BY. jo� DATE_ LO-�3 / ol DATE 17 I I le IV, I — f- - 344: 8-W /s N5 14. I f i 1 STA.+8. C I i I I I , SEC TIL#V 'A` i -- -- _ ..._._.T I i I I I I - - ( 354 352 —i - -- - -- i 350 - - - -- 348 I - - - -- - - —� -- - 344 - - - - -- - 342 - - - -- - 344 - -- - - —� - - - -- - - _ - - -- -- -- � 338 — -- -- - - - - - — -- qmif i i i - SA-- - I -- �1�i P.L�- I UT _FYj IjT- TAY SHEET 17 OF ZF SHEETS e- e-;- L EUE V.L' E�ASEEE CB TD ST--'-)f CI T' MONUMENT 1 11 CTO BE CONS T OR EXISTS AS NOTED? —+— T YP SEVER MAIN & MANHOLE TYPE " PER COB STD S T T YP T YPE 'A' CA TCH BASIN PER COB S TD -14 --0— RCP W/RGJ CL III & MANHOLE TYPE 'A' PER COB STD D 14 T YP SEWER MAIN & ''L EANOUT PER COB STD S V -5 �- STD, OUTLET STRUCTURE PER COB S TD D -11 ,STD DRAINAGE B.ASI.N P? COB STD D -11 PT. RADIAL TO CEN TEFL INE ETA, NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. 17 I I le IV, I — f- - 344: 8-W /s N5 14. I f i 1 STA.+8. C I i I I I , SEC TIL#V 'A` i -- -- _ ..._._.T I i I I I I - - ( 354 352 —i - -- - -- i 350 - - - -- 348 I - - - -- - - —� -- - 344 - - - - -- - 342 - - - -- - 344 - -- - - —� - - - -- - - _ - - -- -- -- � 338 — -- -- - - - - - — -- qmif i i i - SA-- - I -- �1�i P.L�- I UT _FYj IjT- TAY SHEET 17 OF ZF SHEETS e- e-;- � V r j 0 z z m 0 �gp�ESSfp�9 w = Lu No. 35473 tmT ROBERT E. SMITH RCE 35473 9/30/07 DATE cn 7� CG a c i v 1� � OFC0`1 ± SEE SHEET 17 Q m �,+ LOL TO 20 O TO CO - - 3 U ,g s • g,��� N /� 5 24 5 ,Q. lO 3 3/ /� .2- O i✓G� CORD DRAWN G' Q rn ^ + R W -,, E. S�l�` CORRECTIONS Q �X 3 7 ����� ; DATE�°o' T3 crs �`�• to. xOQQO FL o �� 29' N 00-32'44" E ° °C No. 35473 I �, j Exp. 9-30-17 187.98 LF. 8' SEWER c°� N 00°32'44" E 5 °�'�:.� [^I � o FL � i �Ci1 Q 1 a9� -� 6 �Lr Chit�i�j RAW 25 L EEE1 V 11 Q� . M °° e STD, CITY MONUMENT ENCASEMENT PER CD STD ST -RI SEE SHEET 17 (TO BE CONST, OR EXISTS AS NOTED) J -�- TYP. SEEDER MAIN & MANHOLE TYPE ''' PE COB STD SIB -4 Q � T YP. TYPE 'A' CA TCH BASIN PER COB STD 14 o - - RCP VIR&J CL III & MANHOLE TYPE 'A' R COB STD B -14 �-- TYP, SEDER MAIN & CLEANOUT PER COB S B SIB -5 NOTE: UN TS ONE & TWO �-- STD. OUTLET STRUCTURE PER COB STD D 1 TO BE CONSTRUCTED SIMULTANEOUSLY. STD, DRAINAGE BASIN PER COB STD D -11 A FLEE T A LEA7 XA Y PT RADIAL TO CENTERLINE STA, SCALE: HORIZ. I' = 50' NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND VERT. I � = 4' UYIT 2 RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVEN AT PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. 10 11 12 1 3 I I I r k ! : � I I - - T- f i — t ! I ! : I I I I I I I t - 4 - - -- - - �- - -�- - -- - - -- -- - - - -- -- - -- : I I I I nn cCp� CIAf' -- - - �R�.[E O _FlKf _GME- - -�lBG - _P -[P�- - --- - - - - -- -- - -- ; — - - — t - i — - - - - -- ! ! 3�:J 4 -- - - -- ! i I j k 1 350 — - 350 4 j I -- i 348 346 - - -- - i - - - - I - -- - -� - - - -- - - -- - - - - -_-C -- 8� -- - - -- - I - - - -�- �- - - -- - - - - - - - - -- - -- - -� -- -- - - -- _ - 346 - -1- -- - 344 -- -- -- - -- j ,j 342 ; � 8 INV - -- - i E I � � i I I i � ; 342 -- I I 340 • : IF , t : i I i I Z : tit C-4 C14 � MI ! Mc'f d i I _ i i F I : rt I I , r INSTALL 1879 L.F e I - SEAVER- NtAfl� � ' - -- I � I � I I I ! , S = -0.351% I I ! i � r , I i i � i I- I • 4 I k , t I I I " : jl I �- Al i I - - -- ' k i I -� k I ( I I - - - -- ---- - - - - -- i I I I - — a ! - I � - - -- -- -. r E , j - - - -IR I - R -A- - - +- �]�' r -- — J N1� - I -- i : Y � j i SHEET 18 OF ZI S�EETS � V r j 0 z z m 0 NOTES: _ �ROFESSIO* A E. O CONST. DRIVEWAY APROACH PER CITY STD. ST -2 w No. 35473 � ; ;✓ -' 26 0 9/30/07 ' * * ROBERT E. SMITH RC-__ 35473 DATE 6' BLOCK WALL AROUND SUMP ��9 Civt1 �� of CAA, (SEE WALL PLANS) o N T 0 T 0 "RECORD DRAWING" `� CORRECTIONS 8Y: , -� cf) I ' 112.47' 22 12 1� 1 2.44' BOTTOM = 336.40 2.44' 12.50' L 2 ��_ DATE 2_1 O S CAP. REQ. 2.18 AC.FT. 12.50' CAP. PROVIDED 2.22 AC. FT. A B 15 PER o A/ Sm. D-11 v 88.01' N 2.44' 26.19' SR PLEASENTLY PERFECT bt 8' SEWER � o o TOP 35.00 *. 12" SEWER SMARTY JONES AVENUE w 24 S.D. 16 W WAY 21 20' X 20' B INSTALL 2 - 7' GATES LIFT STATION w N PER CITY STD. D -13 SEE LIFT STATION PLANS SUBMITTED BY ROMTEC N c ui °° 17 20 CN LEGEND SEE SHEET 7 SEE SHEET 5 • STD. CITY MENUMENT ENCASEMENT PER COB STD ST -13 Q m (TO BE CONST, ER EXISTS AS NOTED) Q ' ju -i- TYP, TYPE 'A' CA TCH BASIN PER CUB STD D -14 Cl Qa::: Q, o <> TYP, STORM DRAIN & MANHOLE TYPE A PER CUB STD S61-4 SCALE: H ORI Z. 1 " = 50' NOTE: UNITS ONE TWO — — TYP, STORM DRAIN PIPE AS NOTED VER T. 1 it = 41 TO BE CONSTRUCTED SIMULTANEOUSLY. -� TYP, SEWER MAIN & MANHOLE TYPE 'A' PER CUB STD SW -4 SUMP DETAII a-- TYP, OUTLET STRUCTURE PER COB STD TYPE S -9 UNIT Q 358 I - CONST. 6' HIM - CONST. 6' HIGH Q 358 356 C BLOCK WALL (SEE WALL P BLOCK WALL SEE- WALL P , - - - - - - - - - 356 ' 1 _ BLOCK (SEE WALL WALL - PLANS) —' -- - 2.50' - - - -- - -- 354 - - 1.2 _ 12'.50 - - - - - - - -- 354 352 432 - 352 - FT - -- rAft - - - - -- 350 ` -- - - - 352 - 352�I - - - -- - - - -- - - - -- _ - 350 - -- _ .Top 3s200 - -- - - - - -- - -- - - -- �- - - 348 �� � - -- -- — -- - - - - - - - - -- 348 ` W TER 346.40 346 - -- - _ - -- - - -- - 346 s U 344 344 - -- -- -- - - - SHOE T - -- - — - -- - - - - -- - -- 342 � - -- �� y - - -- 342 - -- - - - - - -- I 340 " ,I -- * ± — - -1 o,j, C.F -- - - -- - - -- - - -- - - - 338 Flo s tj i m R( TYP. TYPE "D -11" - - - -- - -- - - 338 -- - - - -- - - - - �� �� 35® 2.O lP� -- STANDARD STRUCTI�RE�T -- -- _ - - - ---- 336 -- - -- BOTTOM 336.40 - Z4 my. 336.40 DI SEC 'o ACKf I L fD-WI Tit- EL-EJ04 SAND OR GRAVEL fLESS THAN 5 PERCENT PASSING THE No. 200 SIEVE . R-R -- - -- -- -- -- - -- - -0 -Il - ' No, 331 UNIT- - - - -- - -- 01 Wn - - PLC LE - -- - SHE 19 OF 21 SHEETS i vi z z m 0 -161, /�- X331 I.1 1" BRONZE GATE VAL 1" N,P,T, CAST IRE THREADED NIPPLE 1" N,P,T BRONZE D❑ STRAP SERVICE SA W /STAINLESS STEE HARDWARE, VALVE MANIFOLD S 1" N,P,T, CAST IRON THREADED 90 DEGREE ELBOWS " N,P,T, CAST IRON 'HREADED PIPE UN PIPE ALONG VALVE ANIFOLD SLAB TO RAIN INTO WET WELL, ECURE PIPE TO VALVE ANIF❑LD SLAB WITH ALV, BRACKETS, 0 DEGREE ELBOW/TEE INSIDE WALL e o e a v o e a OF WET WELL o o o o R RELIEF ASSEMBLY G TO BE CORED AND GROUTED NO SCALE (\.- 4 WITH N ❑N— SHRINK GROUT, 1 / -tea (TYP,) BLOWER FAN UNIT "CEILCOTE" CLMP -10 OR APPROVED EQUAL, 1" CLEAR OPENING W /FLEXIBLE SEALANT #5's @ 6" ❑,C, BOTH WAYS c d 12" PVC SCH 40 FOUL AIR I DISCHARGE LINE, SEE SHEET FOR EXTENSION TO MANHOLE NO 13 cm d- ,FLEXIBLE COUPLING i .FRP TRANSITION o o 135 06/19/06 Drawing File: SEWAGE LIFT STATION 6290 1" CLEAR OPENING W/ FLEXIBLE SEALANT (TYP,) BLOWER FAN DETAIL SCALE: 1 " = 1' 4 SEE SPECS, FOR PAINTING 010" X 12" FRP DUCT 2 — #4's — TYPICAL ALL SIDES OF ACCESS DOOR ACCESS DOOR FRAME — SEE MANUFACTURER'S SPECIFICATIONS, 2 — #6's — TYPICAL ALL SIDES OF ACCESS DOOR 6" CHAMFER -- CONSTRUCTI ❑N JOINT SCALE: 1"= 1' INSIDE FACE OF 8' R,C,P, WET WELL \10" X 12" FRP DUCT W/ FRP STRAPS & STAINLESS STEEL HARDWARE #10 TAP SCREW W/ "❑" RING 2'X2' CONCRETE SLAB BUILDING PAPER IRON PLUG W /2" (10" THICK) SQUARE NUT (TAPERED) 6" GRAVEL COVER (MIN) - o ►III = _ � ,, =� . - =�, =e .III = 11111 = 11111= 6" MIN, II .. o i COMPANION FLANGE TEEL PIPE TO BE PAINTED ACCORDING TO SPECS, (OSHA YELLOW) OF WET WELL 'VC TO STEEL PIPE sIIR TIGHT C ❑NNECTI ❑N ►0 DEGREE ELBOW GRAVEL 6" THREADED 12" PIPE CASING (6" MINIMUM DEPTH) 6" D,I, PIPE W/ TAPPED COUPLING 2' — 0" 1 2' — 0" SCALE 1" = 0.5` CLEAN -OUT NOTES 1, CLEAN—OUT FRAME AND COVER SHALL CONFORM TO CITY OF BAKERSFIELD STANDARD S -8, 2. 90% RELATIVE C❑MPACTI ❑N IS REQUIRED FOR ALL BACKFILL WITHIN 24" OF THE RISER PIPE, 3, FILL CAVITY BETWEEN PIPE AND COLLAR WITH GRAVEL TO WITHIN 112" OF TOP OF PIPE, CAULK REMAINING 1/2" WITH IMPREGNATED OAKUM TO TOP OF PIPE TO CREATE A WATER TIGHT SEAL, COLLAR SHALL BE A,C,P, 4. LID LABEL TO READ CITY OF BAKERSFIELD SEWER CLEANOUT AS SHOWN ABOVE, BLOWER FAN UNIT EQUAL a o ELBOWS LIMITS OF 90% �C❑MPACTI ❑N CLEAN -OUT DETAIL C SCALE: 1" = 1' q. NON —SKINK GROUT @ 6" 0, C. d WAYS, PIPE THRU SECTION " PVC PIPE lc F LEXIBL.E COUPLING NOTE: ALL HARDWARE FOR BLOWER ASSEMBLY AND FRP DUCT SHALL BE STAINLESS STEEL, �Q�,OFESS /ON q Rl E. SM��ti z w No. 35473`, 9/30/07 TF OF C A0\ "RECORD DRAWL `,f CORRECTIONS BY- � DATE .2-11-o a 'D CONCRETE WALL NING TO PR ❑VIDE A 1 1/2' CLEAR) SEAL" WATERST ❑P PPR❑VED EQUAL TRACT No. 6331 SEWAGE LIFT STATION CITY OF BAKERSFIELD SmithTechArUSA MISCELLANEOUS DETAILS INCORPORATED THE HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELB,CA 93301 ROBERT E, SMITH RCE 35473 DATE (661) 327 -8492 FAX 327 -8493 JOB NO, - 04-122 SHEET 21 OF 21