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HomeMy WebLinkAbout1.2-6578 Ph 8 & 9 Record Drawing0 f I SMH23 a to o 3 2 I 9 , I II f�. I CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER AND STORM DRAIN PLANS TRACT 6578 UNITS 3-5, 8 & 9 1 15 16 11 10 9 8 7 6 5 4 3 22 1 II ! 2 < 1` '� i SDMH f SDMH 5 © SCO IL 14 f 1-�3 acTDR __ Rlv _ DRILL SITE I sMH c6 < QJ ITr8 SMn NOT ��21 a 17 SMH 10 ;t2 113;14 15 16 17 /'�rl 3: iz4' il,.. 3<I P,' I�/rl 2n 27 - - - --a 1 1 T! — q 19 C 21 1 20 19 18 2 , 1 2T l I I_ II /< 2:' 7 Lg : �_— i1 aL .:34 35 _&'� _ 1 I � I� �-- r 22 SDMH t 14 SCO 7 I l �I li L /'2 NJ 5 sD ! 20 DRILL SITE 23. tsMn 1s - �L' ti L 6 SMH 4 SDM I' Cg21 CBiI _� _ �_ _ _ L— 24 k is f - -_ HA WHSMO TREE _ 4 � CB 5 :rail _ H B22 � CB ii SMH 12 SDMH 12 SMH 5 �--- �- Q © PARK SITE SDMH 13 I I� 1 ® DENOTES SHEET NUMBER KEY MAP II (mollliw SCALE: 1"=200' SUMP 5RF58EW9R II I I !I L I 7eMP. FI.swA6E� DRRlNh4E� hMD AccESS EAS11"ENTPQ0. SMH 20 poc. tJo.1141s39�8 5UMP INDEX OF SHEETS SDMifi! I SHEET TITLE I 1. COVER SHEET 2. NOTES & SPECIFICATIONS SUMMARY OF IMPROVEMENTS w SEWER IMPROVEMENTS TOTAL 3. BELLINGER ST. &FREESIA WY. SMH 19 �F_ 6" SEWER LINE 1123 LF 4. LUDWIG LN. & COOK CT.' IN 8" SEWER LINE 4153 LF 1 24" SEWER LINE 2560 LF r W 4' LATERALS 4386 LF 5. CALATRAVA DR. & BREUER CT. I STANDARD MANHOLE 24 EA CLEANOUT 9 EA 6. MACLURE DR. & JAYDIN LN. 11 J7. HAWK�SM00 S7"j STORM DRAIN IMPROVEMENTS ��TOOT�TA�LL ^^_ 8. SOUTH ALLEN RD. SMH is = 18" STORM DRAIN LINE 3co3JCA F 9•R SOUTH ALLEN D �' iW 24" STORM DRAIN LINE 65�-tF 1113 STANDARD MANHOLE C 14 EA CATCH BASIN �a i� 10. GIOCONDO AVE. OUTLET STRUCTURE`1 EA LOT 5' MIN. TO 7' MAX. 4! UTILITY TRENCH SIDE CE MULTIPLE UTILITY R/W TRENCH - 5' COMBINATION SIDEWALK 7so" T P. 1% MIN. 6 1 42 41 I, 4�0 X39 38 37 1 �5 �34 S003 t ca 2 27 / 5 -- 1_I 31 43 44 21 20 19 18 17 / 1 / 7 I I I I I 4 —�N� 4 1615 / g 29 28 / 30 Ppm j11 CB SMH 3 r�( SMH V / 14 2 � ���� �3 I _ N@TI 5 �® /. / 1 EXISTING 3 4 5 1 iD r— 3 SUMP QOtrP,R, P. Mc1f4TObl1 DATE SEWER MAIN NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY 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, STANDARDS AND DESIGN CRITERIA SHALL BE CORREG�€D DURING CONSTRUCTION. e //( //, 8-Z0-07 GE5R Ate. MGINT SH R.C.E. 33322 DATE EXP. 6-30-08 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE LL R.C.E. 39880 EXP. 12-31-07 Pv REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR WATERLINE SIDE R/W 5' TYP. 5 5 i 4 TIP. CE WATERLINE FINISHED STREET COMBINATION aI, 7yp LOT PAD GRADE SIDEWALK 42" TYP. ]TQ7*MAX. 5' MIN. r17WGV1 ffm 1% MIN. I I� I LEGEND: 34 35 TOCK A T, . TOP OF MANHOLE/TOP of CLEANOUT ELEVATION ��-` ;,�� -� `�- li ABBREVIATIONS. it III d -k 3 tf, 3� ca 3- L a1 - ` /-- IIII I !' CENTERLINE e. 9. ��-� '�- - - - =-'� UTILITY TRENCHES � z.411 i 0.I '_-%! —' 3 FURNISH &INSTALL SEWER PER CITY STANDARDS SECTION IETIER _ __f.- ; ��"- _1 R, SLOPE P SD �— < r4 /`A \ l� TO LOTON LINEWSO THAT THE ENDOF 14 MH ,a 217 ,, !!3 z5 TYPE "A" PER C.O.B. STD. SW -4. �----- ( LATERAL IS WITHIN REQUIRED 19 CB r 10 p1�1 12 13 14 15 16 17 18 19 20 21 / 22 / 24 9 TOLERANCE. r!I 91 3 SDMH �_ SDM 2 SDMH ® $ 2 91EET 4Yil€RE SECTION IS N1D71}I r— _-BEWNGE 24 SCO 7 0 CB _SS1REE _ _ T SMH i SMH 2 32 25" 26 . 6 1 42 41 I, 4�0 X39 38 37 1 �5 �34 S003 t ca 2 27 / 5 -- 1_I 31 43 44 21 20 19 18 17 / 1 / 7 I I I I I 4 —�N� 4 1615 / g 29 28 / 30 Ppm j11 CB SMH 3 r�( SMH V / 14 2 � ���� �3 I _ N@TI 5 �® /. / 1 EXISTING 3 4 5 1 iD r— 3 SUMP QOtrP,R, P. Mc1f4TObl1 DATE SEWER MAIN NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY 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, STANDARDS AND DESIGN CRITERIA SHALL BE CORREG�€D DURING CONSTRUCTION. e //( //, 8-Z0-07 GE5R Ate. MGINT SH R.C.E. 33322 DATE EXP. 6-30-08 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE LL R.C.E. 39880 EXP. 12-31-07 Pv REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR WATERLINE SIDE R/W 5' TYP. 5 5 i 4 TIP. CE WATERLINE FINISHED STREET COMBINATION aI, 7yp LOT PAD GRADE SIDEWALK 42" TYP. ]TQ7*MAX. 5' MIN. r17WGV1 ffm 1% MIN. I VICINITY MAP NO SCALE BENCH MARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF BUENA VISTA ROAD AND CALICO PEAK STREET. ELEVATION = 348.89'(USGS DATUM) PER TRACT NO. 6104 PHASE 5 It -21 -PQ UNrTS '6-� oaLY gNER LEGEND: 34 35 TOCK A T, . TOP OF MANHOLE/TOP of CLEANOUT ELEVATION ��-` ;,�� -� `�- SET LATERAL PROVIDING PROPER. ABBREVIATIONS. 6 5 3z -�, �� --__,- CLEARANCE UNDER WATERLINE. AND CL CENTERLINE e. 9. SECTION DESIGNATION: ��-� '�- - - - =-'� UTILITY TRENCHES INV INVERT —' 3 FURNISH &INSTALL SEWER PER CITY STANDARDS SECTION IETIER _ __f.- ; ��"- _1 R, SLOPE P SD STORM DRAIN FURNISH &INSTALL SEWER MANHOLE /`A \ l� TO LOTON LINEWSO THAT THE ENDOF 14 MH MANHOLE 14 TYPE "A" PER C.O.B. STD. SW -4. �----- ( LATERAL IS WITHIN REQUIRED 19 CB CATCH BASIN TOLERANCE. SMH SI SEWER SEWERJUNCflN BOX MANHOLE ® FURNISH & INSTALL SEWER CLEANOUT 2 91EET 4Yil€RE SECTION IS N1D71}I 24 SCO SEWER CLEANOUT 0 PER C.O.B. STD. SW -6. o o ,� 28 0 DETAIL EDISOfq a 26 SDMH STORM DRAIN MANHOLE ____D—FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS E TYPICAL SEWER LATERAL INSTALLATION EXIST EXISTING ELEV ELEVATION ® FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" R/W RIGHT OF WAY MANHOLE TYPE "B" PER C.O.B. STD. D -I& WITH 3.5' OPENINGS PER C.O.B. STD. D-14. FOR SHALLOW. INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, UNLESS OTHERWISE SPECIFIED. THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. .8. FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. CROSSING OVER THE WATERMAIN. TRACT BOUNDARY A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC - - - - - - - - - - - UNIT BOUNDARY PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. VICINITY MAP NO SCALE BENCH MARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF BUENA VISTA ROAD AND CALICO PEAK STREET. ELEVATION = 348.89'(USGS DATUM) PER TRACT NO. 6104 PHASE 5 It -21 -PQ UNrTS '6-� oaLY gNER 34 35 TOCK A HWY. 2 - R 6 5 3z 58 I a99 e. 9. IN AN Il 12 N 7 � 10 �\ 11 . IWILSoi,, P RO WHITE p17 46 PA CH O 17 �y0 �1AD �5 14 z z < 13m Ig- 14 13 3 PEf�51NGER 19 DE31 w 20 21 > 22 ¢ ARVIN❑D 24 PANAMA 26 2, LANEn 30 0 29 o o ,� 28 0 27 EDISOfq a 26 25 McCUTC E P ROAD ¢ m VICINITY MAP NO SCALE BENCH MARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF BUENA VISTA ROAD AND CALICO PEAK STREET. ELEVATION = 348.89'(USGS DATUM) PER TRACT NO. 6104 PHASE 5 It -21 -PQ UNrTS '6-� oaLY 2 c4 r M J J �S�93N STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR: CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB;GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON. PLANS. 2. STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: S-7, S-8, S-9, 5-10, 5-11, 5-20, 5-21, ST -6, ST -22. 3. VCP INSTALLATION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF. THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C-12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425, THE PIPE AND FITTINGS FOR 6", 8", 10", AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END NTH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS 0-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT 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. 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. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, HH, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. PVC PIPE INSTALLATION MATERIALS : PIPE .AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE CURRENT ASTM SPECIFICATION 0-2321. ONLY CLASS I, HI, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6, REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE NTH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: 1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV OR CLASS V WITH WALLS "B" OR "C". RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED 0 -RING GASKET. I -B.. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77F 35 (25'C 33 ). PROPERTY INITIAL PA . TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50-60 35 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 t5 WEIGHT CHANGE 31,5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM 0412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BEI -INCH 25 -MM BY 3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70' - 80' F(21' - 27' C) INCLUSIVE. ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL. THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH 6 MM SETTLING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF LINER.- AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F 35 (25' C 33 ). AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SECTION 7-2.03(1.8) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TO REJECTION. CHEMICAL SOLUTION SULFURIC ACID SODIUM HYDROXIDE AMMONIUM HYDROXIDE NITRIC ACID FERRIC CHLORIDE 1% SOAP DETERGENT (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL CONCENTRATION 20%** 5% 5%** 1%** 1% 0.1% 0.1% BOD NOT LESS THAN 700 PPM. *THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. **VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. I.I. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR (TINKER & RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-2.03(1.E) PARA. 8 ABOVE. EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE THE 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BEA MINIMUM OF 0INCH MM) IN THICKNESS. LOCKING EXTENSIONS OF THE 10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE SAME MATERIALL A AS THAT OOF F THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER SHEET. AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE I.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING OF SHEETS IN COLD' WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. COVERAGE OF THE LINING SHALL NOT BE. LESS THAN THE MINIMUM SHOWN ON SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION �o SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. THE PLANS. THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM WITH THE LONGITUDINAL AXIS OF THE PIPE. TRENCH DESIGNATION "C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "D". THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN THE FOLLOWING REQUIREMENTS: USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE 1. MATERIAL. PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH INSIDE SURFACE. IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN a TO ASTM D 3212 AND ASTM F 477. A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, 2, TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE CONCRETE. ENGINEER. IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S. SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHALL GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. FLEXIBLE THERMOPLASTIC SEWER PIPE.". ALL NAIL. AND TIE HOLES AND ALL CUT, TORN AND. SERIOUSLY ABRADED AREAS IN THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL 4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY SPECIFICATIONS AND THE FOLLOWING: CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE SOUND LINING ADJOINING THE DAMAGED AREA. CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO-GO 5% MANDREL. THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL. NOT BE POURED OR APPLIED WITHOUT MECHANICAL ADVANTAGE THE MANDREL SHALL HAVE VANES AT LEAST AS TO THE LINING. LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: WORK. 1.F APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING MANDREL DIAMETER = BASE PIPE I.D. -(7/100 X BASE PIPE I.D.) SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE WHERE Y = ALLOWABLE DEFLECTION IN % (57) SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT MANUFACTURER) TO BE MADE WITH THE ADJOINING CONCRETE PIPE. THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED. WITH LINING, MINIMUM. JOIN. STRUCTURES NOT SOLINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EXTENDED OVER AND AROUND THE END OFTHE PIPE AND BACK INTO THE STRUCTURE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST WHERE A PIPE LATERAL NOT OF PLASTIC LINED CONCRETE IS INSTALLED THROUGH CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. 5-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE SHALL BE AS SHOWN ON THE PLANS. TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED 7 TRENCH EXCAVATION IN LIFTING PIPE. ALL HANDLING OPERATION SHALL. BE DONE WITH AN EXTERIOR SLING OR WITH A SUITABLE FORK LIFT. THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD 5-39 AND DETAILED SHOP -WELDED JOINTS. SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN FOR A FITTINGS HALL B EXCAVATED BY HAND TO A WIDTH THE HOLES O BELLS S E REPAIRED TO THE SATISFACTION OF THE ENGINEER. IN PROVIDING UNIFORM BEARING ALONG TIE LENGTH OF THE PIPE. IT IS THE INTENTION OF 1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: 2 CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH PROVIDED IN THE PLANS. SELECTION TRENCH TYPES WILL BE AS REQUIRED THE CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, UI TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT U EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE F I INSTALLATIONS SHALL MEET CITY STANDARD 5-39. ADJACENT PIPE SECTIONS. PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING 8. BRACING AND SHORING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. M co FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING a EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND DESCRIBED TYPES: a REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR G DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM) REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE i ¢ THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH LL RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION EDGE TO ADJACENT LINER SHEETS WITH A i -INCH (25 -MM) WELD STRIP. THE 4 -INCH TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE (100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING MM). W¢ w3a BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE Z m N BACKFILL AT ALL TIMES. TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING U , EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR cl) SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE W OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE LINING OF THE ADJACENT PIPE USING 1 -INCH (25 -MM) WELD STRIP. - F- EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF .6 .O SUCH PLAN VARIES FROM THE SHORING. SYSTEM STANDARD. ESTABLISHED. BY THE CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION 0 CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARES AND CERTIFIED BY A AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW SO F(10 C), LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE. PROHIBITED ON THIS PROJECT. THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH 9. TRENCH. BACKFILL (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) m FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING. TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. V 6 THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER s' ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD PLATE SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316. C). ACCORDANCE WITH CITY STANDARD 5-39, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (907) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A' MANNER A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. OF THE WELD STRIP. W THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS 360 DEGREES: AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER PUMPING GROUNDWATER HAS BEEN DISCONTINUED FOR. AT LEAST THREE DAYS AND SHALL BE THOROUGHLY COMPACTED BY VIBRATORY MECHANICAL TAMPING; OR A E LEAKAGEIS NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. N COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. E D. WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION 6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO. PROVIDE RELIEF OF ABOVE THE PIPE ZONE WILL. BE ALLOWED.. POTENTIAL FUTURE GROUNDWATER BUILD-UP. o L0 IAPPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES -SPECIAL IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED AND ANY EXCESS MENTS. LINER SHEETS SHALL REQUIREMENTS. BEDDING AND BACKFILL MATERIAL SHALL DE DISPOSED, BY ANY LEGAL MEANS AT THE THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES DISPOSAL OF THE CONTRACTOR. USING A MINIMUM NUMBER OF SEPARATE PIECES. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF UNLESS OTHERWISE SHOWN ON THE PLANS„ THE LINING SHALL BE RETURNED AT IN-SITU MATERIALS. LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE N STRUCTURE AND ITEMS NOT CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE CONTRACTOR SHALL PROVIDE "FIRM CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLWE. FIRM BEDDING MEANS THAT PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH SPECIFICATIONS. RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE PLASTIC -LINED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO OF THE JOINT AT THE RETURN BEING T00 WIDE OR ROUGH OR BECAUSE OF SAFETY THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING REGULATIONS,..THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED AND COUPLINGS SHALL BE AVOIDED. WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE SUBSEQUENT BACKFILLABOVE THE. LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE. BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED. BY TAMPING AND/GR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPACTION, TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD 5-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (907) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216' OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY.. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 10, SEWER PIPE INSTAL SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL F00T SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILL. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH.. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE .LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE. ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETON OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER EXFILTRATON TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE. SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND 5-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING 5-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. 15. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, 'REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE', OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.068, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 16. 17. 16. 11. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. 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 NEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY' FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL 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. 12. WYE FITTINGS SHALL BE INJECTION MOLDED 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. ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE OR RIGHT-OF-WAY LINE WITH 30" OF COVER AT FLOW LINE SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR RIGHT-OF- WAY LINE AS SHOWN IN THE 'SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR RIGHT-OF-WAY LINE AND A MINIMUM OF 25' DEEP AT FLOWLINE WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF - THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL .CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. BORED/JACKEDPIPE CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED, THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THEBID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. MINOR STRUCTURES MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS, MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS. SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD 5-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION. SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. ADJUST SURVEY MONUMENT ENCASEMENTS SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN N THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY' STANDARD 5-29, THE SURFACE OF THE CONCRETE E E SHALL BE PROTECTED FROM R PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED ST T RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT ,A IT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PC ,,,_ _..... E , r RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED P T PERMIT. i' r j.. `; . ..wl" Pew 07-,03-/7 , OFCAU� 1{=x.7 0 UMTS `d-9 01`4 1V VNTiS �1-`(' Sr U�,, , of1 OO �l oI /, ,(, (S7LI �o s z oI �- a E, , t,� m , 2 J d F I O M co a a 0 G Q i ¢ U w 1- % LL N $ . 0 W W¢ w3a Z m N U , ots a � cl) 0 W ,f - F- .6 .O 0 0 Z 9 n. m V 6 s' -_ w W W L0) N = o L0 /, ,(, (S7LI UNT 3 ti LUCKMAN DRIVE 010 11 12 13 14 15 = o0 0 Boa i _ w 16 17 18 19 20 21 w�wo N N�zm M9 - o o 23 (IST. STORM DRAIN MANHOLE 'A. 10+05.00 C.L, 5.GOLT. I r o 00 __ �� INTERSECTION I I A. 10+00.00, C.L BELLINGER ST. N N A. 14+72.32, C.L. LUCKMAN DR. I 8 I S8924'33'E 18" GRAIN 364.64' "' � � �' 97 33"E D SS 4' 18" GRAIN fl _ _ SQA = 04 2x I 589'24'33"E8" SEWERS 295.61' S o - - - S 58924'33"E S 8" SEWER 315.62' - - 589'24'33"E 8" SEWER t00A0' \F 4?�.`e' o EXIST. SEWER MANHOLE STA. 9+95.00 C.L, 5.GORT. I STA. 9+95.00 SEWER �I 7 o o o o o r o 0 0\ m 17T S1 5i__—D zm M Iaoz a^wzc�(i"wm�� or 1Noo iI o0m ro0<n Naooo OWz owtiawmo \ 4� 18' DRAIN 1x�•'\ . i \35' 1028 E 15.47 KIST STORM DRAIN MANHOLEPj 3233C5 F 18DPAVTA. 10+05.00 Cl, 41.75RT. ^+ Z. N 25.42$,/ 6 LUCKMAN DRIVE � oo42 41 40 39 38N 3 F¢ N 37 36 35 34 NN 344 340 [Ei.j 332 BELLINGER STREET (STA. 10+00.00 TO 18+82.72) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 295.61 LF OF 8" SEWER 0 0.35% _I_ INSTALL 315.62 LF OF 8" SEWER 0 0.35% INSTALL 100.00 LF OF 6" SEWER 0 1.00% _ ZJem co pJio 20. pq� 2c b SFFSN ApRf�, / 'sJ'�aF rCyeA/N?3g. :o AS/N 27 N z M a rn 1.J QOW N 3�M �m Z }V � �= r � f �Wg e ON p�t JWU WN U (n F.- QW QOF w (h � oz o w w mF02 - O l -J �VZ VZ �JO "'zm To - ooo wo 0 F,�j OZK M ^'- 2VQd NN - CL z�« r 30.02 d y i 348 344 340 [Ei.j 332 BELLINGER STREET (STA. 10+00.00 TO 18+82.72) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 295.61 LF OF 8" SEWER 0 0.35% _I_ INSTALL 315.62 LF OF 8" SEWER 0 0.35% INSTALL 100.00 LF OF 6" SEWER 0 1.00% _ ZJem co pJio 20. pq� 2c b SFFSN ApRf�, / 'sJ'�aF rCyeA/N?3g. :o AS/N 27 N z M a rn Od Fo I Z 3�M Z m mMW Or O OJ N � Z ®y ZO J�j � f ¢yZ g Z Z Z ON p�t JWU WN U (n F.- QW wJ 20. pq� 2c b SFFSN ApRf�, / 'sJ'�aF rCyeA/N?3g. :o AS/N 27 I 0 O - .' 0 CE TERUNE 1' 17 - — -- _- �DRAJN INVERT "SEWER INVERT 18" DRAT VERT T �IN RB"EWER -- __INVER 18" I dI { I _ IN ERT le DRAIN I I m 1 +00 N z M a rn Od Fo I Z 3�M Z m mMW Or O OJ N � Z ®y ZO J�j � f ¢yZ g Z Z Z ON p�t JWU WN U (n F.- QW wJ SON ZO p0 � PW xNW 'm l -J 0¢O UWw Lt UWW UU> aJo U I M ^'- zoo Z CL z�« r 30.02 d y i O y i t5t&TING Z O +M S + N +M EXISTING IMPROV.N 0M� U 0J li mM ----- ----I 336 SO STORM DRAIN PER TR, 6320 ■ z Zci Z O� FYM ?yQ ® FURNISH & INSTALL SEWER MANHOLE pQ' INVERT N O N00'54'19'E 92.00' 6" SEWER WNM Qf, NH_ W" I_ CB CATCH BASIN 7f, INSTALL 92.00 LF �— OF 6" SEWER 0 1.00% m ems% F I Il JB SMO JUNCTION BOX SEWER MANHOLE FURNISH & INSTALL SEWER CLEANOUT 2 SHEET WERE SECTION IS SHOWN 1 SI- 5.06% l , s,h PER C.O.B. STD. SW -6. 332 332 SCO SEWER CLEANOUT SOMH STORM DRAIN MANHOLE D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SECTION L ? I EXIST EXISTING SCALE 1"=50' HORIZ. 3 1"=5 ' ELEV ELEVATION FURNISH & INSTALL STORM DRAIN NOTES : ij ALL CATCH BASINS ARE TO BE TYPE "A" VERT. 'eC "• w RIGHT OF WAY MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. t 7 I UNLESS OTHERWISE SPECIFIED. .D. FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. TRACT BOUNDARY B1-98-17 - - UNIT BOUNDARY 1 +00 N z M a rn Od Fo I Z 3�M Z m mMW Or O OJ N � Z ®y ZO J�j � f ¢yZ g Z Z Z ON p�t JWU WN U (n F.- QW wJ SON ZO p0 � PW xNW 'm l -J 0¢O UWw Lt UWW UU> aJo U I M ^'- zoo Z CL z�« r 30.02 d y i O y i 11+00 12+00 13+00 14+00 15+00 16+00 0 3 Z � O ZJm QU> ro s�z Y O+ �M minw 0.737 INSTALL 364.64 LF OF 18" RGJ-RCP 0 0.73% 17+00 18+00 0 3 YQW WQ Om Q"W Q CJV> Z N fn rr� �err OFFw INSTALL 99.81 1 OF 18" RGJ-RCP 0 11% 3 Tat N i M 340 Od Z O 3�M Z m mMW m > VU>y>jW .r Z ®y ZO J�j � f 2e7m p_T:M QQ IiN M M\ NZ w0� QW wJ 2rJOW 6U> v�wzo INSTALL 62.35 LF 26 I O F 00 � ✓' O(�� ��+LO '- VIK 4 VI UNIT 5 0 yy 34`O•oa6 2" 1 _ STA. 3+89.88, 3+89.88, 16.34LT. 1 N24'44'21"W 37.76' O wdlN ION V~I WIFI¢- N V1 VI NOTE: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF CEXISTING 6" ONSTRUCTION. SEWER PRIOR TO FREESIA W A Y (STA. 2+70.41 TO 3+36.58) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 15.42 LF INSTALL 25.42 LF OF 18" RGJ-RCP 18" RG, -RCP 091% 1 OF 0 0.16% 348 344 344 N LEGEND: INVERT 1 340 336 z 0 340 t(-;749 N f NpM W hZ "uJ N O<M Z Nn> NZ 2 nw O_ TRACT BOUNDARY 6U> ABBREVIATIONS zo " SEWER UWw UWW UU> n U I M ^'- CL N 30.02 d y i O y i t5t&TING Z O +M S + N +M EXISTING IMPROV.N 0M� U 0J li mM ----- ----I 336 SO STORM DRAIN PER TR, 6320 ■ z Zci Z O� FYM ?yQ ® FURNISH & INSTALL SEWER MANHOLE pQ' INVERT N O N00'54'19'E 92.00' 6" SEWER WNM Qf, NH_ W" I_ CB CATCH BASIN 7f, INSTALL 92.00 LF �— OF 6" SEWER 0 1.00% m ems% F I Il JB SMO I O F 00 � ✓' O(�� ��+LO '- VIK 4 VI UNIT 5 0 yy 34`O•oa6 2" 1 _ STA. 3+89.88, 3+89.88, 16.34LT. 1 N24'44'21"W 37.76' O wdlN ION V~I WIFI¢- N V1 VI NOTE: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF CEXISTING 6" ONSTRUCTION. SEWER PRIOR TO FREESIA W A Y (STA. 2+70.41 TO 3+36.58) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 15.42 LF INSTALL 25.42 LF OF 18" RGJ-RCP 18" RG, -RCP 091% 1 OF 0 0.16% 348 344 344 340 LEGEND: INVERT 1 340 336 99E 332 344 340 DRAIN 336 332 332 SECTION A SCALE: 1"=50' HORIZ. 3 1"=5VERT. KV APPROXIMATE FINISHED GROUND - 0 CE 348 340 336 332 LEGEND: 340 1 z 1 340 t(-;749 f NpM W hZ "uJ N O<M Z Nn> NZ nw O_ C5 6U> ABBREVIATIONS INVERT " SEWER UWw UWW UU> CL CENTERONE I SECTION DESIGNATION: t5t&TING U O +M S + N +M y+JN 0M� U 0J li mM ----I 336 SO STORM DRAIN 3+00 SECTION LETTER ■ z Zci Z O� FYM ?yQ ® FURNISH & INSTALL SEWER MANHOLE pQ' INVERT N wp'r yM 348 344 340 DRAIN 336 332 332 SECTION A SCALE: 1"=50' HORIZ. 3 1"=5VERT. KV APPROXIMATE FINISHED GROUND - 0 CE 348 340 336 332 LEGEND: 340 1 z 1 340 t(-;749 T _01k1 0.6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION I 0 tj ABBREVIATIONS INVERT " SEWER CL CENTERONE I SECTION DESIGNATION: t5t&TING INV INVERT -- 3 FURNISH & INSTALL SEWER PER CITY STANDARDS I I T ----I 336 SO STORM DRAIN 3+00 SECTION LETTER ■ z Zci 344 340 DRAIN 336 332 332 SECTION A SCALE: 1"=50' HORIZ. 3 1"=5VERT. KV APPROXIMATE FINISHED GROUND - 0 CE 348 340 336 332 1 S 348 344 0 0 332 LEGEND: 340 1 z 1 340 t(-;749 T _01k1 0.6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION I 0 tj ABBREVIATIONS INVERT " SEWER CL CENTERONE I SECTION DESIGNATION: t5t&TING INV INVERT -- 3 FURNISH & INSTALL SEWER PER CITY STANDARDS I I T ----I 336 SO STORM DRAIN 3+00 SECTION LETTER z �z z Zci Z O� FYM ?yQ ® FURNISH & INSTALL SEWER MANHOLE pQ' INVERT N wp'r yM U+M WNM Qf, NH_ W" I_ CB CATCH BASIN 7f, INSTALL 92.00 LF �— OF 6" SEWER 0 1.00% INVERT 18" GRAIN I 1 S 348 344 0 0 332 n� 0 J= �Y � 1 a LEGEND: 340 1 z 1 340 t(-;749 T _01k1 0.6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION J 0 tj ABBREVIATIONS CL CENTERONE SECTION DESIGNATION: t5t&TING INV INVERT -- 3 FURNISH & INSTALL SEWER PER CITY STANDARDS 336 I T ----I 336 SO STORM DRAIN SECTION LETTER MH MANHOLE ® FURNISH & INSTALL SEWER MANHOLE EXISTING INVERT SEWER CB CATCH BASIN TYPE "A" PER C.O.B. STD. SW -4. _ _ _ _ '4 - �— INVERT 18" GRAIN I JB SMO JUNCTION BOX SEWER MANHOLE FURNISH & INSTALL SEWER CLEANOUT 2 SHEET WERE SECTION IS SHOWN 1 SI- 5.06% l , s,h PER C.O.B. STD. SW -6. 332 332 SCO SEWER CLEANOUT SOMH STORM DRAIN MANHOLE D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SECTION L ? I EXIST EXISTING SCALE 1"=50' HORIZ. 3 1"=5 ' ELEV ELEVATION FURNISH & INSTALL STORM DRAIN NOTES : ij ALL CATCH BASINS ARE TO BE TYPE "A" VERT. 'eC "• R/W RIGHT OF WAY MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. t 7 I UNLESS OTHERWISE SPECIFIED. .D. FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. TRACT BOUNDARY B1-98-17 - - UNIT BOUNDARY n� 0 J= �Y � 1 a '7i4-46 KI -S UN ; �3 I I EXIST. SEWER MANHOLE STA. 9+9&00 Cl, 5.00LT. 3 I CL INTERSECTION STA. 10+00.00, C.L. LUTING LN .= STA. 11+32.32, C.L. LUCKMAN DR. EXIST. STORM DRAIN MANHOLE STA. 10+05.00 C.L., 41.75RT. C.L. CATCH BASIN NO. 5 STA. 10+20.00 C.L, 41.751 NORMAL F.L. ELEV. 342.89 DEPRESSED FIE. ELEV=342.72 �v=3��.59 N -S wv= 372.6 E 5'41'ST 5ur-p UNIT 4 Ili 9j 336 332 - SEE LEFT O o a o I O 00 0 on 1 J 1 o I ro 43 44 23 22 21 o 20 19 18 17 m I DRIVE. po STA. 11+3729 C.L I x ANO jXF ++ p N CATCH BASIN Zm ( N 7GIN ( ® m � o o;o Li w 3 00 o 6 7N� i v W� + SDMH E - - - - t7 0 pip EXISTING W N OFO z ELEVATION (D O + + + + o q �� p ++ M ♦ } NO i N N I Q U N N 0 _ 1 TRACT BOUNDARY 00 - - - - - - - - - - w om oo N J Ili 9j 336 332 589'24'33"E 8" SEWER 1 320.00' 589'2433"E 8" SEWER 24545' S S S S S - - --11+00 - - — 12++00 - --13+00 75+00 1 � o _ I 20 20 m 9 po 30' 30' m w g 1 I M 7 m v z Q 1 y l I + ---------� DRIVE 8 w o N CDEE COURT d o SEE a O N LUDWIG LANE — -Z% h4H (STA. 10+00.00 TO 16+94.84) 1 NU < 'S'ho • 73 A -5 SCALE: i" = 50' HORIZONTAL 1" = 5' VERTICAL 16 •c`P' 20.62' S % S � FFA, Iq SEWER MANHOLE N0. 6 STA. 9+87.29 C.L, 3p, S STA. 9+87.29, SEWEAR 20' I 3 sx��ssAA'VJ2eSF. / /e o STA. 9+46RI 05 E'4192 , 509'50 19.05' \o. / 20.72' F \ `rTq . �s •fi�rN yy 'o�'q x V. / lex ay Nom 13 s9Ae`T� 12 2� - SEE LEFT O o a o I O 00 0 on 1 J 1 o I ro 0 M I � o p N m pp m N po STA. 11+3729 C.L I x ANO jXF ++ p N CATCH BASIN Zm ( N 7GIN ( ® m � o o;o Li w 3 00 o 6 7N� i v W� + SDMH E - - - - t7 0 pip EXISTING W N OFO z ELEVATION (D O + + + + o q �� p ++ M ♦ } N p y Q U - 0 _ TRACT BOUNDARY - - - - - - - - - - - UNIT BOUNDARY Z CII J m U 589'24'33"E 8" SEWER 1 320.00' 589'2433"E 8" SEWER 24545' S S S S S - - --11+00 - - — 12++00 - --13+00 75+00 1 � o _ I 20 20 m 9 po 30' 30' m w g 1 I M 7 m v z Q 1 y l I + ---------� DRIVE 8 w o N CDEE COURT d o SEE a O N LUDWIG LANE — -Z% h4H (STA. 10+00.00 TO 16+94.84) 1 NU < 'S'ho • 73 A -5 SCALE: i" = 50' HORIZONTAL 1" = 5' VERTICAL 16 •c`P' 20.62' S % S � FFA, Iq SEWER MANHOLE N0. 6 STA. 9+87.29 C.L, 3p, S STA. 9+87.29, SEWEAR 20' I 3 sx��ssAA'VJ2eSF. / /e o STA. 9+46RI 05 E'4192 , 509'50 19.05' \o. / 20.72' F \ `rTq . �s •fi�rN yy 'o�'q x V. / lex ay Nom 13 s9Ae`T� 12 2� 1 SEE LEFT w 1 � 340 I 3y 0 n a A98REAATIONS J I 0 0 M I � o �UZ - m n m y o STA. 11+3729 C.L I x ANO jXF STA. 11+3129, SE ------ G 1 CATCH BASIN Zm UU � LUDWIG LANE 1 SEE LEFT w 0 � 340 I 3y 0 I A98REAATIONS FN I 0 W 3N �W 00 � INV �UZ —' S m n SEWER MANHOLE P of LLZ STA. 11+3729 C.L O x ANO jXF STA. 11+3129, SE ------ 71+00 I I I. 22 21 20 I I 5' 20' I n 30' I I LANE 19 LEFT ` `°\ COOK COURT oR 1V (STA. 10+00.00 TO 11+32.29) 1 1 SCALE: = 50' HORIZONTAL 1" = 5' VERTICAL 1 W w 0 w 340 ¢ ai3 .n 3y 0 336 A98REAATIONS FN Q 0 m �W 00 � INV �UZ —' S FURNISH & INSTALL SEWER PER CITY STANDARDS n 02 of LLZ K"m U'LOR O SEWER ANO jXF Nm � I 1 CATCH BASIN Zm UU � N 7GIN oz ® m � o o;o ENTERLINEE Li � U> o 6 7N� i v W� + SDMH STORM DRAIN MANHOLE - - - - t7 0 pip EXISTING W N OFO z ELEVATION (D FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" R/W 22 21 20 I I 5' 20' I n 30' I I LANE 19 LEFT ` `°\ COOK COURT oR 1V (STA. 10+00.00 TO 11+32.29) 1 1 SCALE: = 50' HORIZONTAL 1" = 5' VERTICAL 11+W 1L+MU l.]tUM 14 -FUM 1 Ii 344 Lilu: 1 340 336 336 EXISTING INVERT 8 332 332 LXW 1 W w 0 w 340 ¢ ai3 .n 3y 0 336 A98REAATIONS FN Q 0 w m �W ZUZ � INV �UZ —' S FURNISH & INSTALL SEWER PER CITY STANDARDS n 02 WU LLZ K"m U'LOR O SEWER ANO jXF Nm A Q CATCH BASIN Zm TYPE "A" PER C.O.B. STD. SW -4. µ�1+ 7GIN UN ® m � W s0 ENTERLINEE Li � U> SEWER CLEANOUT 6" WNW �NNw SDMH STORM DRAIN MANHOLE - - - - t7 0 pip EXISTING W O OFO ELEV ELEVATION (D FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" R/W RIGHT OF WAY o Iwozrr o o q o A- ZUR M M O p y Q U - 0 _ TRACT BOUNDARY - - - - - - - - - - - UNIT BOUNDARY Z CII J m U il h 11+W 1L+MU l.]tUM 14 -FUM 1 Ii 344 Lilu: 1 340 336 336 EXISTING INVERT 8 332 332 LXW 1 W w 0 w 340 ¢ ai3 .n 3y 0 336 A98REAATIONS FN Q 0 w m �W ZUZ � INV �UZ —' S FURNISH & INSTALL SEWER PER CITY STANDARDS n 02 WU LLZ K"m U'LOR O SEWER ANO jXF Nm A Q CATCH BASIN Zm TYPE "A" PER C.O.B. STD. SW -4. µ�1+ 7GIN UN ® m � W s0 Li U> SEWER CLEANOUT 6" WNW �NNw SDMH STORM DRAIN MANHOLE K FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 pip EXISTING W O OFO ELEV ELEVATION (D FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" R/W RIGHT OF WAY o Iwozrr o o q o A- ZUR M M 11+W 1L+MU l.]tUM 14 -FUM 1 Ii 344 Lilu: 1 340 336 336 EXISTING INVERT 8 332 332 LXW IOtUU I! W w 0 344 340 ¢ ai3 .n 3y a 336 A98REAATIONS 336 t zJJm ZJm�m �a � INV INVERT —' S FURNISH & INSTALL SEWER PER CITY STANDARDS n 02 STORM DRAIN Op^ Z K"m U'LOR nw SEWER = FURNISH & INSTALL SEWER MANHOLE A Q y 348 � w GROUND 344 340 T. ' 1 506 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION a 336 A98REAATIONS 336 t V CENTERLINE �a � INV INVERT —' S FURNISH & INSTALL SEWER PER CITY STANDARDS n 02 STORM DRAIN e.n rn K"m U'LOR nw SEWER = FURNISH & INSTALL SEWER MANHOLE A Q CATCH BASIN TYPE "A" PER C.O.B. STD. SW -4. ¢ 7GIN Z ® m 2 91EEi WHERE SECTOR IS 910WN s0 Li U> SEWER CLEANOUT 6" Q O SDMH STORM DRAIN MANHOLE K FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 pip EXISTING p O ELEV ELEVATION (D FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" R/W RIGHT OF WAY MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. Q UNLESS OTHERWISE SPECIFIED. O p y Q U QKO� O ¢W y 348 � w GROUND 344 340 T. ' 1 506 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION a 336 A98REAATIONS 336 t V CENTERLINE � INV INVERT —' S FURNISH & INSTALL SEWER PER CITY STANDARDS ED STORM DRAIN K"m U'LOR MH SEWER I FURNISH & INSTALL SEWER MANHOLE A CB CATCH BASIN TYPE "A" PER C.O.B. STD. SW -4. EX 7GIN SECTION K SCALE: 1=50 i4 /"=5' VERT. 11+00 sil li 332 1147-11 V a VT5 W3-9 D'jIi 348 344 LEGEND: GROUND 344 340 T. ' 1 506 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 340 336 A98REAATIONS 336 332 CL CENTERLINE SECTION DESIGNATION - INV INVERT —' S FURNISH & INSTALL SEWER PER CITY STANDARDS ED STORM DRAIN K"m U'LOR MH MANHOLE ® FURNISH & INSTALL SEWER MANHOLE A CB CATCH BASIN TYPE "A" PER C.O.B. STD. SW -4. JB SMH JUNCTION BOX SEWER MANHOLE ® FURNISH & INSTALL SEWER CLEANOUT 2 91EEi WHERE SECTOR IS 910WN s0 PER C.O.B. STD. SW -6. SCO SEWER CLEANOUT 6" EWER SDMH STORM DRAIN MANHOLE a FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS EXIST EXISTING on ELEV ELEVATION (D FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" R/W RIGHT OF WAY MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. Q UNLESS OTHERWISE SPECIFIED. .�. FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS �O TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. TRACT BOUNDARY - - - - - - - - - - - UNIT BOUNDARY 11+00 sil li 332 1147-11 V a VT5 W3-9 D'jIi 348 344 FINISHES GROUND 344 340 t. 340 336 336 332 RT 18" DRAIN 332 11+00 sil li 332 1147-11 V a VT5 W3-9 D'jIi �$ APP OXIMATE FINISHES GROUND 6 t. ®CEN ERLINE O. I OCC a I � Y s0 II INVERT 6" EWER O U W on WLu U 11+00 sil li 332 1147-11 V a VT5 W3-9 D'jIi 4-4"3-/7 w W V lJrNrT5 '3-4-� O^"i IM11 Z 6 OCC a U � Y s0 o O O U W on WLu U Q �O m Q Z CII J m U h 4-4"3-/7 w W V lJrNrT5 '3-4-� O^"i IM11 26 CALATRAVA DRIVE (STA. 9+99.33 TO 16+18.62) SCALE: i" = 50' HORIZONTAL 1" = 5' VERTICAL 348 344 340 335 332 00 OEM STORM DRAIN MANHOLE NO.18 \ 10+05.00 C.L, 41.74-7. ¢ INTERSECTION E STA. 10+00.00 C.L, BREUER STA. 12+11.41 Cl, HAWKSMO SEWER MANHOLE N0. 22 STA. 9+95.00 C.L., 5.00RT. STA 9+95.00, SEWER I HAWSMOOR STREET, t2 Gam{, -T')? W%iii VNr'I G% 9�ILI SYTES O g SEE SHEET T o n 5EWE12�7�IZm y9t-Ar+5 a Z 2 �bZ I�E� m O I 5 a d _ = oo _N 20' 20' o m I ry I o + N 1 N 1 y ` b $ 1 _J1 01 57.97 S _ '- 5 \ Q NGO'35'28"E 6" SEWER 190.00' m o n SEWER CLEANOUT NO. 8 M STA. 11+85.00 CL, 5.00RT. o / o STA. 11+85.00, SEWER 4 a o 0 z O a Q � 38.38' HAWKSMOOR STREET SEE SHEET 7 6 4 I o �iO oto i n y r U N P BREUER COURT b, (STA. 10+00.00 TO 11+76.00) SCALE: 1" = 50' HORIZONTAL ti nM 1" = 5' VERTICAL LEGEND: 1 T._ 0 0.6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 348 344 - 6 ABBREVIATIONS TE ® CEN ED RUNE y 344 CENTERLINE SECTION DESIGNATION: 6 $48 INV INVERT —' S FURNISH & INSTALL SEWER PER CITY STANDARDS f 340 STORM DRAIN SECDON L"TLR MH MANHOLE ® FURNISH & INSTALL SEWER MANHOLE A 340 CB CATCH BASIN TYPE "A" PER C.O.B. STD. SW -4. _ _ _ _ _ _ ,B SMH JUNCTION BOX SEWER MANHOLE 336 2 SKEET 'WHERE SECTION IS SKOYM -,: ' INVERT 6" NPPROXIN ATE FINK ED GRO IND S" 336 INSTALL IPE SA LE -- -- -- SOMH IN RT 18' W LNTLRLII E- EXISTING - _ ELEV ELEVATION 0 FURNISH & INSTALL STORM DRAIN $44 ALL CATCH BASINS ARE TO BE TYPE °A" R/W RIGHT OF WAY MANHOLE TYPE "B" PER C.O.S. STD. D-18. MATH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS O7HERWiSE SPECIFIED. th+' g FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. TRACT BOUNDARY 540 - - - - - - - - - - - - UNIT BOUNDARY Vo1'1.5 INVERT 8" DRAI INVERT 6" SEWS INVER 5" SEW R INYE 8" SEY ER 536 532 1 1+ -t-1 10+00 - 11+00 12+00 13+00 14+00 \ l 15+00 164 N N NZ'S r v,z N o Z 0 ' Z 2 io Z-itDNN J10. UZ wUZZZ w 2Z �UZ QO^ I `�t� J 'NM WpiM Z Urn, �OW�� � g+MM UN_WM to tnw INSTALL 100.00 IT mtnwww rn ww INSTALL 100.00 LE mmw OF 6" SEWER 0 1.DO% INSTALL 400.00 LF OF 8" SEWER ® 0.35% OF 6" SEWER 0 1.00% 348 344 340 335 332 00 OEM STORM DRAIN MANHOLE NO.18 \ 10+05.00 C.L, 41.74-7. ¢ INTERSECTION E STA. 10+00.00 C.L, BREUER STA. 12+11.41 Cl, HAWKSMO SEWER MANHOLE N0. 22 STA. 9+95.00 C.L., 5.00RT. STA 9+95.00, SEWER I HAWSMOOR STREET, t2 Gam{, -T')? W%iii VNr'I G% 9�ILI SYTES O g SEE SHEET T o n 5EWE12�7�IZm y9t-Ar+5 a Z 2 �bZ I�E� m O I 5 a d _ = oo _N 20' 20' o m I ry I o + N 1 N 1 y ` b $ 1 _J1 01 57.97 S _ '- 5 \ Q NGO'35'28"E 6" SEWER 190.00' m o n SEWER CLEANOUT NO. 8 M STA. 11+85.00 CL, 5.00RT. o / o STA. 11+85.00, SEWER 4 a o 0 z O a Q � 38.38' HAWKSMOOR STREET SEE SHEET 7 6 4 I o �iO oto i n y r U N P BREUER COURT b, (STA. 10+00.00 TO 11+76.00) SCALE: 1" = 50' HORIZONTAL ti nM 1" = 5' VERTICAL 348 LEGEND: 1 T._ 0 0.6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 348 344 - 6 ABBREVIATIONS TE ® CEN ED RUNE y 344 CENTERLINE SECTION DESIGNATION: UN 1T5 O• / O�Ly INV INVERT —' S FURNISH & INSTALL SEWER PER CITY STANDARDS f 340 STORM DRAIN SECDON L"TLR MH MANHOLE ® FURNISH & INSTALL SEWER MANHOLE A 340 CB CATCH BASIN TYPE "A" PER C.O.B. STD. SW -4. _ _ _ _ _ _ ,B SMH JUNCTION BOX SEWER MANHOLE 336 2 SKEET 'WHERE SECTION IS SKOYM -,: ' INVERT 6" R PER C.O.B. STD. SW -6. S" 336 INSTALL IPE SA LE RAIN 332 SOMH IN RT 18' 348 LEGEND: 1 T._ 0 0.6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 348 344 - 6 ABBREVIATIONS TE ® CEN ED RUNE y 344 CENTERLINE SECTION DESIGNATION: UN 1T5 O• / O�Ly INV INVERT —' S FURNISH & INSTALL SEWER PER CITY STANDARDS f 340 STORM DRAIN SECDON L"TLR MH MANHOLE ® FURNISH & INSTALL SEWER MANHOLE A 340 CB CATCH BASIN TYPE "A" PER C.O.B. STD. SW -4. _ _ _ _ _ _ ,B SMH JUNCTION BOX SEWER MANHOLE 336 2 SKEET 'WHERE SECTION IS SKOYM -,: ' INVERT 6" R PER C.O.B. STD. SW -6. S" 336 INSTALL IPE SA LE 332 SOMH IN RT 18' 332 LEGEND: 1 T._ 0 0.6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION - ABBREVIATIONS CL CENTERLINE SECTION DESIGNATION: UN 1T5 O• / O�Ly INV INVERT —' S FURNISH & INSTALL SEWER PER CITY STANDARDS f SO STORM DRAIN SECDON L"TLR MH MANHOLE ® FURNISH & INSTALL SEWER MANHOLE A CB CATCH BASIN TYPE "A" PER C.O.B. STD. SW -4. _ _ _ _ _ _ ,B SMH JUNCTION BOX SEWER MANHOLE ® FURNISH & INSTALL SEWER CLEANOUT 2 SKEET 'WHERE SECTION IS SKOYM -,: PER C.O.B. STD. SW -6. S" SCO SEWER CLEANOUT SOMH STORM DRAIN MANHOLE __ _0 FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS EXIST EXISTING ELEV ELEVATION 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE °A" R/W RIGHT OF WAY MANHOLE TYPE "B" PER C.O.S. STD. D-18. MATH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS O7HERWiSE SPECIFIED. th+' g FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. TRACT BOUNDARY - - - - - - - - - - - - UNIT BOUNDARY Vo1'1.5 GIOCONDO AVENUE 36 1 6 'S II= g z �, 8- 15 SEE SHEET 10 ; 11 10 ��1 5 1 4 1 N m 20' „.20 zo "� g N n z ci(�ilw v ci n a M 30' 30' ut min wl�-�+ Q m a I M O W n f f m •raJ a m f f a voi %m m ov+i o+ z IoN+H n of M < N f :[+i n r Q r 14 STORM DRAIN MANHOLE NO. 4- srA. 9+95.00, C.L. s.oDLT.----- STA. 9+9500, STORM DRAIN 589'24'33"E D 18" DRAIN D 299.95' _ D S8924'33"E 18" DRAIN 574.02' -' 1 589'24'33"E B 8" SEWER 280.00' S 18 Bf AIN a S89'24'33"E 6 e" SEWER e 5 3 S89'24'33 E 5000' 388.02' S1924j33�. _6'.SEWfR„ 100.00' c � o 13-- -�--- - -- -- - ,-- = F SEWER MANHOLE N0. 9- z / STA. 10+05.00 C.L., 5.00RT. STA. 10+05.00, SEWER oo -y� a ma mrc�'Ip mood o o O o o o yj¢1 1 7 O U"' N N W% 3 M� W 2 N m U w N xm0 ^WK NW W ZUjw N o oZ�W o ZpOj m vin n o d 12NN :a VM cR Non NOr+ I" ¢ GIOCONDO AVENUE tt SEE SHEET 10 7<" _ " w 12 13 14 15 16 1UN m mW z D R I L L S I T E YON�2 MACLURE DRIVE mQmmm (STA. 10+00.00 TO 17+98.95) SCALE: i" = 50' HORIZONTAL 1" = 5' VERTICAL 346 344 336 332 INSTALL 50.00 LF 3 000000 000 (65 cs N3 O�M NNW d W mNW A-E N f z (J 'm ®O�yi(iWLL Na m C)j N _ b INSTALL 280.00 LF OF 8" SEWER 0 0.35%�n INSTALL 388.02 LF OF 8" SEWER ®0.357 OF Z�W fj W w NW l3'NZO rOW m wvlz (u 348 j— j m O- m z b N 2_imao ABBREVIATIONS 05 `'n 3 000000 000 (65 11+00 12+00 15+00 16+00 17+00 3 036 35 344 M9 336 ISTING INVERT 18" DRAIN 332 I 18+00 Q cs N3 O�M NNW mNW A-E �NW f z (J 'm ®O�yi(iWLL Na m C)j TI _ INSTALL 474.02 HE OF 18" RG, -RCP ® 0.362 �'NM m Z�W fj W w NW l3'NZO rOW LEGEND:. 348 j— j m m 348 0.1 5 6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION ABBREVIATIONS - i ��.rONCr7nf CENTERLINE SECTION DESIGNATION: IJ- i I I INVERT — —.—s—FURNISH &INSTALL SEWER PER CITY STANDARDS 3 'moww O dww¢w w SEC1H#i LETIER MH MANHOLEDRAIN ® FURNISH &INSTALL SEWER MANHOLE L_ A 1 CB CATCH BASIN TYPE "A" PER C.O.B. STD. SW -4. _ _ _ _ _ _ JB SMH JUNCTION BOX SEWER MANHOLE FURNISH &INSTALL SEWER CLEANOUT O vlww PER C.O.B. STD. SW -6. w a SCO SEWER CLEANOUT 340 340 SDMH STORM DRAIN MANHOLE m w w w 0 A EXISTING I ELEV ELEVATION 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" 6 SEWER I R/W RIGHT OF WAY MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. N I UNLESS OTHERWISE SPECIFIED. 336 i — 336 FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS IN T 18" DjIN TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. _7TRACT ----_---- BOUNDARY I I I- ----_-- A PRO%IMA ® FINISH ENTERLIE D GROU D I _ -�- I IN RT 6" WER IO 8" SE R (' INVE T 8" SE R �- -INVERT 18" DRAI I INVERT 18" DRAI� I I I i 11+00 12+00 15+00 16+00 17+00 3 036 35 344 M9 336 ISTING INVERT 18" DRAIN 332 I 18+00 Q cs N3 O�M NNW mNW A-E �NW f z (J 'm ®O�yi(iWLL Na m C)j Nnw INSTALL 299.95 LF OF 18" RG, -RCP 0 0.362 UWW _ INSTALL 474.02 HE OF 18" RG, -RCP ® 0.362 �'NM m Z�W fj W w NW l3'NZO rOW LEGEND:. 348 j— j m m 348 0.1 5 6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION ABBREVIATIONS - i ��.rONCr7nf CENTERLINE SECTION DESIGNATION: IJ- i I IN INV INVERT — —.—s—FURNISH &INSTALL SEWER PER CITY STANDARDS 344 344 SD STORM SEC1H#i LETIER MH MANHOLEDRAIN ® FURNISH &INSTALL SEWER MANHOLE L_ A 1 CB CATCH BASIN TYPE "A" PER C.O.B. STD. SW -4. _ _ _ _ _ _ JB SMH JUNCTION BOX SEWER MANHOLE FURNISH &INSTALL SEWER CLEANOUT 2 SHEET WNERE SECTION 15 SHOWN PER C.O.B. STD. SW -6. a SCO SEWER CLEANOUT 340 340 SDMH STORM DRAIN MANHOLE ___ _ FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS EXIST EXISTING ELEV ELEVATION 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" 6 SEWER I R/W RIGHT OF WAY MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 336 i — 336 FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS IN T 18" DjIN TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. _7TRACT ----_---- BOUNDARY I I - - - - - - - - - -- - UNIT BOUNDARY 332 --- SECTION e SCALE: 1"=50' HORIZ. 1, 6 1"=5' VERT. 0 6.369. 344 0 336 INVERT 18' 332 FUTURE DEVELOPMENT UW g I■1 iOoi:I S3 0mT RNE EI T SEE SHEET 7 5• z m 20 20' (3m w f - - 6 SEWER N003514158Ilk INTERSECTION S89'24'34"E 40.83' STA. 15+89.93, - TC .L1. N=J4IA5 Y0 [ 18" DRAIN STA. 13+61.41, C.L. HAW 7 CCATCH BASIN NO. 10 SEE SHEET 77 PARKmU N YM TRACT BOUNDARm HAWSMOOR STREET( t-' SEE SHEET 7 JAYDYN LANE (STA. 14+48.31 TO 15+89.93) SCALE: 1" 50' HORIZONTAL 1" 5' VERTICAL 0 2.302 rOnUNI.f'N�-_ zmjZ�MfW N NM x !1zjznW PS I A-E N 'M'o. -O0oIXT - - ��.rONCr7nf 0 2.302 rOnUNI.f'N�-_ zmjZ�MfW N NM x !1zjznW PS I A-E N 'M'o. -O0oIXT - - ��.rONCr7nf MWA 14i mm SECTION SCALE: 1"=50' HORZ. "=5 VERT. 344 332 I.I - i 3w Nzam�C -i_ �zrypNWW*_aD.ozw�W pyS�`aWm' ®nWozaOR_ _O _ W_w omNN�U. lHzmaoA •oMww4oN�awoG -P -1'II !1zjznW PS I A-E N 'M'o. -O0oIXT - - ��.rONCr7nf SECTION SCALE: 1"=50' HORZ. "=5 VERT. 344 332 I.I - i 3w Nzam�C -i_ �zrypNWW*_aD.ozw�W pyS�`aWm' ®nWozaOR_ _O _ W_w omNN�U. lHzmaoA •oMww4oN�awoG -P -1'II !1zjznW PS I A-E N 'M'o. -O0oIXT - - 4 ET 8EE 3 RI 3 15+00 NMI 332 ,6+00 - 3en z ' wowm INSTALL 40.83 LF ogzz OF z<�m +MM N a.I a.I WNd d w at -43- /`7 UNITS '5-4-9 D ILL 0 34( 331 JVERT 8" 33: ST. ' HORIZ. DSECEIO6 4 12 p)� n UNIT J UNIT LINE TABLE LINE BEARING } MT T Li N80'5 18 11 20 211 L2 N7613'25 o r Nry, LENGTH 1'40 19 Q� "E 160.54'N1.+ p 20y' w� y 'E 29.88' 21 sy £ rn z N z o� S 9. tP y 9 �1m ZI M rt3 (J BACKFILL TEMPORARY SUMP IN ACCORDANCE WITH SOILS REPORT SUBSEQUENT TO COMPLETION OF 22 STORM DRAIN SYSTEM TO ULTIMATE SUMP. N \ Ngo\ Z'll p vA rwa.� 127.22' N r SOUTH '. ALLEN LLEN z ROAD wsQz BREUER C5 AVENUE E.N EoSEE SHEET 9 J SEE i0 RILE SITE 23SEE SHEET o 420'20' 5' mzdO m 0 520 o o 30" oj�oo - N o • \ -N m �6, �S1F' jWER - r1/ F 1 O ++ \SII F- .r -Q VI li YI K NO UvJ ++ x MI`rwn m I :o N Q 6 W a Mwo 0 18 DRAIN /gym ti W Om E z�IorMr+ d Qo Qsm z Fzan I 1 —1 S- /034638SEWER i ;tc N00'327"E I 40_18 51 18" GRAIN I -- N144334E OU 6 8' DRAI 7UE t9" DRAIN 18' DR _ 5/ 2 o N00'35'27 E - S89'24'33'E 24' DRAIN 209.81' N00'5.42TE 1 1 N015. 2,7E 589'24'33"E 24" DRAW 729.63' 15.42' 1542• 58924'3SE 24" DRAIN 210.OQ' X9'24'33"€ 154P - 18' DRAIN °375.02' 5' _ 0 589'24'33'E _ _ c S89'2433'E 8q SEWER 196.44 1 589'24'33"E 8"3 SEWER 140.00' " 3 S89'2433"E 3 8" SEWER 3 3 _ p z 243.06' 589'2433"E •� O 8" SEWER 280.00' om i w I 'o vwi 504'37"13'E A _ � 1 •'mmW w /45.18' ____—_____ __ _ __ _____ __— __- __- „1 it Zofrn ro I � No NCG O I z _�Z< p0 �3 NO N¢ ON's 3 w3 ♦ z O E N.h 0N+oh+ 20'w6'I I oNz N .� 2 ♦ 0 J N� Z m SUMP PARK SITE S' =j+iaN+ Om ++ onn ++ ornrn SOUTH ALLEN ROAD++ m SEE SHEET 9 w �Q w ¢N m mm JAYDYN LANE SEE SHEET 6 HAWKSMOOR STREET 348 T� 344 340 336 332 INSTALL 140.00 LF OF 8" SEWER 0 0.35% INSTALL 243.06 LF OF 8" (STA. i0+00.00 TO 24+09.24) -7R SCALE: i" = 50' HORIZONTAL I" = 5' VERTICAL EMT NT W 1 } MT T I O M 18 11 20 211 r o <'o o r Nry, M � _gym► � 340 341 g a�Zp" - pM O Vw Oi 3z e 3.m z O z 3 OF 18" RGJ-RCP OF 18" RGJ-RCP V K a Y 24+0' .. �m e o I m"�1. `m`m wtijj - 25.16; 1 ply ➢ y O W + mN rn 2 7 9 p it JZ '^ A At � I tiF Mm IprP y m A N N N y�o 3G. 3G' Apr p�� A 24 n m `�- 1 W 1 15+00 I O M m w. r o <'o M M � 340 340 341 �VZ> z�nm 3z Om m ` cpv n 3z e 3.m z O z 3 OF 18" RGJ-RCP OF 18" RGJ-RCP V K a nn jmm o �m Jmio o I m"�1. `m`m wtijj 18 z�l wo?z I zz .m'a o zJjj oaZz wtijj oPz w wtizj OF 78"'RGJ-RCP I W U M zz 1 MN m UZ_Z nn EWER haNi Q`. -Z ZQOr x✓N> Z ,I W [O tt >j ¢U» m 1 W 1 15+00 I O M m r o <'o M M � 340 340 341 �VZ> z�nm z Om m 0' 0 COMM O INSTALL 15.42 LF INSTALL 45.18 LF 3 OF 18" RGJ-RCP OF 18" RGJ-RCP V K a nn nn Z INSTALL 129.63 LF OF ww I m"�1. 19 18 z�l " I INVE a J z w 3 w OF 78"'RGJ-RCP I W U M 00.11%co 1 � m kRT 8" nn EWER 332 UNLESS OTHERWISE SPECIFIED. JO ryM la ,I W [O tt >j ¢U» m ¢Ujj E 1"-50' HORIZ. O N v o GL ZZ N Q' ZZ_ E Zz g W m DRAIN Z_> < Q p MH Z<mp m N N� Nm r KION Qai <.- 6M mnn ��m "n mnnn pu+inn omn 340 pmn SOMH M J Q Exfsr ELEV R/W 3 10+00 MM 1 15+00 z 344 34 17+00 18+00 19+00 <'o mm .a -T 340 340 341 �VZ> z�nm z Om m 0' 0 COMM O INSTALL 15.42 LF INSTALL 45.18 LF 3 OF 18" RGJ-RCP OF 18" RGJ-RCP 336 nn nn Z INSTALL 129.63 LF OF ww I m"�1. In INVERT 18" RAIN " I INVE T 18" DRAIN INVERT 8" z w 3 w OF 78"'RGJ-RCP I nm 00.11%co 1 � IN kRT 8" nn EWER 332 UNLESS OTHERWISE SPECIFIED. JO ryM la ,I SECTION TYPE 'A" PER C.O.B. STD. D-14. >j ¢U» m ¢Ujj E 1"-50' HORIZ. 7 1 GL ZZ 1"=5' VERT. ZZ_ E Zz g Z I DRAIN Z_> Z�mN MH Z<mp N� Nm ON KION Qai <.- 6M mnn ��m "n mnnn pu+inn omn 340 pmn SOMH Exfsr ELEV R/W 2fjj Zfj �fj ww �`jj 336 336 oFJJ oaww o�w o<J NW WW NNWW NNWW NNW INSTALL 209.81 LF OF 24" RG, -RCP 0 0.08% INSTALL 210.00 LF OF 24" RGJ-RCP 0 0.08% INSTALL INSTALL 315.02 LF OF 18" RG, -RCP 0 0.11% Jy WO �- - - 3 0 I Imm s a b h—{I– -- ---- f _ __ o ––– – – _– –_–__ _i-- 0 ENTERLI -- -- -- -- -- -- --I _– I I INVERT 'SEWER I VERT 8' 3EWER :.. - NVE AER 1 I NVERT SEWEI (VERT S"SEWER INVE T -_ "- IN T 18' D AIN EX. INV. 18' DRA 6578 VERT 18" DRAIN 8' D AIN I EXR N i INVERT 24" DRAT! IN ERT 24' DRAIN IN T 24" DRAW F I I 10+00 11+00 14+00 15+00 z 344 34 17+00 18+00 19+00 0 mm xJm� oMM 340 340 341 �VZ> Z_ z Om m 0' 0 COMM O INSTALL 15.42 LF INSTALL 45.18 LF 3 OF 18" RGJ-RCP OF 18" RGJ-RCP 336 0 0.19% / 00.11% �Inww nn Z INSTALL 129.63 LF OF INSTALL 4f'. OF 8" S 00.3 3441 13+00 14+00 15+00 16+00 344 34 17+00 18+00 19+00 20+00 mm am oMM 340 340 341 M Nj $—i-�-:--a M l 0' 0 3m O z O 3 CATCH BASIN 336 3 nn Z 336 331 ww I m"�1. In INVERT 18" RAIN " I INVE T 18" DRAIN INVERT 8" z w 3 w OF 78"'RGJ-RCP w nm 00.11%co 1 � IN kRT 8" WITH 3.5' OPENINGS PER C.O.B. ST EWER 332 UNLESS OTHERWISE SPECIFIED. JO 1332 33: la ,I SECTION TYPE 'A" PER C.O.B. STD. D-14. >j ¢U» m ¢Ujj E 1"-50' HORIZ. 7 SCALE. GL ZZ 1"=5' VERT. ZZ_ E 24" RG, -RCP 0 0.08% 344 340 336 332 SECTION F SCALE 1"=50' HORIZ. 7 1"=5' VERT. 12+00 13+00 14+00 15+00 16+00 c�mzo 17+00 18+00 19+00 20+00 mm am oMM W OZ3 O M Nj N M Np'I 0' 0 3m O z O 3 CATCH BASIN 0 3 nn Z w 1 ww I m"�1. In Z I W z nZ z w 3 w OF 78"'RGJ-RCP w nm 00.11%co 1 � MANHOLE TYPE "B" PER C.O.B. SID. D-78. WITH 3.5' OPENINGS PER C.O.B. ST O Z NM UNLESS OTHERWISE SPECIFIED. JO �. la ,I ZV TYPE 'A" PER C.O.B. STD. D-14. >j ¢U» m ¢Ujj QUj 2 E T 18" D GL ZZ E ZZ_ E Zz g Z I DRAIN Z_> Z�mN MH Z<mp N� Nm ON KION Qai <.- 6M JB ��m "n mnnn pu+inn omn 340 pmn SOMH Exfsr ELEV R/W 2fjj Zfj �fj ww �`jj 336 336 oFJJ oaww o�w o<J NW WW NNWW NNWW NNW INSTALL 209.81 LF OF 24" RG, -RCP 0 0.08% INSTALL 210.00 LF OF 24" RGJ-RCP 0 0.08% INSTALL INSTALL 315.02 LF OF 18" RG, -RCP 0 0.11% INSTALL 15.42 LF O OF 18' RG, -RCP W 0 7.00% c�mzo mm 3 wJ+42 mm am oMM W OZ3 O M Nj N N Np'I 0' p T 78" DR 2�- FURNISH &INSTALL SEWER MANHOLE 10 CATCH BASIN ® �Z LOCATION AND ELEVATION OF nn am ooa w o 1 ww I m"�1. In m +M +JN O +MM nZ (xJ 340 336 332 INVERT 18" U F02 O F W c�mzo mm 3 wJ+42 mm z m -- 3 FURNISH &INSTALL SEWER PER CITY STANDARDS NW 0 22.70% N 0' q5 T 78" DR ® FURNISH &INSTALL SEWER MANHOLE 10 CATCH BASIN N LOCATION AND ELEVATION OF nn am ooa w o 1 ww FFw PRIOR TO CONSTRUCTION PER C.O.B. STD. SW -6. w nZ N w OF 78"'RGJ-RCP N ® 00.11%co 1 � MANHOLE TYPE "B" PER C.O.B. SID. D-78. WITH 3.5' OPENINGS PER C.O.B. ST O Z NM UNLESS OTHERWISE SPECIFIED. JO �. la ,I TYPE 'A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 3 m 2 E T 18" D GL � INV I I DRAIN 344 344 SECTION J SCALE: 1* -50' HORIZ. % 1"=5 VERT. 344 340 336 332 INSTALL 25.16 LF OF 18" RG, -RCP 0 1.23% a mm nw m o m ZOZZ ZWWLL®vIZ p prN m tlY'LLm d O N d O NMM F NQW � NM Q a� Q¢ W W O Q p O Q W 346 WW m W 344 344 340 JINVEF N 336 336 332332 N SECTION VERT.7"=5' VERT. lF ' CP INSTALL 15.42 LF OF 18" RG, -RCP 23+00 24+0 3 T. M, i 0.6 wm 3 ABBREVIATIONS mm z m -- 3 FURNISH &INSTALL SEWER PER CITY STANDARDS NW 0 22.70% N I q5 T 78" DR ® FURNISH &INSTALL SEWER MANHOLE 10 CATCH BASIN N LOCATION AND ELEVATION OF nn am ooa w o 1 332 332 o SECTION 7 SCALE: 1'=50' HORIZ. 1"=5 VERs. 23+00 24+0 3 T. M, i 0.6 wm 3 ABBREVIATIONS mm z m -- 3 FURNISH &INSTALL SEWER PER CITY STANDARDS NW 0 22.70% N mW q5 NATE: ® FURNISH &INSTALL SEWER MANHOLE 10 CATCH BASIN N LOCATION AND ELEVATION OF nn am ooa w o 1 ww FFw PRIOR TO CONSTRUCTION PER C.O.B. STD. SW -6. 2 N rn NpM nZ N INSTALL 29.88 LF OF 78"'RGJ-RCP ELEVATION ® 00.11%co NOTES : i) ALL CATCH BASINS ARE TO BE TYF ® m NW4 MANHOLE TYPE "B" PER C.O.B. SID. D-78. WITH 3.5' OPENINGS PER C.O.B. ST (N`IM Z NM UNLESS OTHERWISE SPECIFIED. JO �. la 2) ALL PIPE ELEVATIONS SHOWN ARE TYPE 'A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. `O � m0w m o E T 18" D GL � INV I 50 344 344 MH CB JB SMH 5Co 340 340 SOMH Exfsr ELEV R/W 336 336 INVE 332 332 o SECTION 7 SCALE: 1'=50' HORIZ. 1"=5 VERs. 23+00 24+0 3 T. M, i 0.6 wm 3 ABBREVIATIONS mm z m CENTERLINE INVERT -- 3 FURNISH &INSTALL SEWER PER CITY STANDARDS NW m2� N mW q5 NATE: ® FURNISH &INSTALL SEWER MANHOLE 10 CATCH BASIN N LOCATION AND ELEVATION OF nn ' EXISTING 18" STORM DRAIN ww FFw PRIOR TO CONSTRUCTION PER C.O.B. STD. SW -6. WW NNW N INSTALL 29.88 LF OF 78"'RGJ-RCP ELEVATION ® 00.11%co NOTES : i) ALL CATCH BASINS ARE TO BE TYF O I� MANHOLE TYPE "B" PER C.O.B. SID. D-78. WITH 3.5' OPENINGS PER C.O.B. ST N UNLESS OTHERWISE SPECIFIED. �. la 2) ALL PIPE ELEVATIONS SHOWN ARE TYPE 'A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. TRACT BOUNDARY IZ - UNIT BOUNDARY T 18" D AN � I 21+00 22+00 348 344 340 336 332 N = d 0 z N 0 0 0 t O 0 � T _ � Q X W r � W � W m cc 23+00 24+0 3 T. M, i 0.6 wm 3 ABBREVIATIONS mm z m CENTERLINE INVERT -- 3 FURNISH &INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: STORM DRAIN Zz FNZ NATE: ® FURNISH &INSTALL SEWER MANHOLE CONTRACTOR SHALL VERIFY CATCH BASIN N LOCATION AND ELEVATION OF nn grn EXISTING 18" STORM DRAIN ww FFw PRIOR TO CONSTRUCTION PER C.O.B. STD. SW -6. WW NNW &INSTALL STORM DRAIN PER CITY STANDARDS INSTALL 29.88 LF OF 78"'RGJ-RCP ELEVATION ® 00.11%co NOTES : i) ALL CATCH BASINS ARE TO BE TYF N = d 0 z N 0 0 0 t O 0 � T _ � Q X W r � W � W m cc LEGEND: T. M, i 0.6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION ABBREVIATIONS CENTERLINE INVERT -- 3 FURNISH &INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: STORM DRAIN sFCnaa OTS MANHOLE ® FURNISH &INSTALL SEWER MANHOLE A CATCH BASIN TYPE 'A' PER C.O.B. STD. SW -4. _ _ SEWER MANHOLE ® FURNISH &INSTALL SEWER CLEANOUT WH STEEL ERE SECTION Is SHOYM 2 SEWER CLEANOUT PER C.O.B. STD. SW -6. STORM DRAIN MANHOLE ----o—FURNISH &INSTALL STORM DRAIN PER CITY STANDARDS EXISTING ELEVATION ® FURNISH &INSTALL STORM DRAIN NOTES : i) ALL CATCH BASINS ARE TO BE TYF RIGHT OF WAY MANHOLE TYPE "B" PER C.O.B. SID. D-78. WITH 3.5' OPENINGS PER C.O.B. ST UNLESS OTHERWISE SPECIFIED. �. FURNISH &INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE TYPE 'A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. TRACT BOUNDARY - - - - - - - - - - - - UNIT BOUNDARY � �>yl'TS i-4-5 0*1 ` h r 6 Vi O C6 00c Y m G v Y a' F W S co W 00 LU1 t, LL615 7 1 �NI-rS `6-9 p"' II N. V Y V Y V 11 m m n um SOUTH ALLEN ROAD r M B0RN' EN +U1E' R_my3IyJn �C3T° . oSEE SHEET 9 W[JwO'uRAjmti®ZWZIN SEE SHEET 5 -NJ1Fm_�- ' �-pqOxa`saQ �PnF~<_jW rnIz oYQm- ' F0rO$0 8 o � of! z Q mK5 ti 20 20' JO ooeO + 6 0++' -O.- MM w�6Zw, -- p� OF (IIP 4- D D _243E ORA] 96' g2p7E'33°24DRAI'N005'2TES894N 209.81DRAIN15.42243 _-_- -___ 5892433E B' SEWER 196.4S892433'E 8" SEWER 14000' '2433 E 8'SEVER_ 243.zxa. 0I 18' DRAIN 503713 45.18' O p LdZC y n � 0 V Off• P E n l iI. I •i I i N YT x mmq 55'! ����vw� OY< ZIn 6,6 1 3 W ,1I a (SOUTH ALLEN ROAD 6' z SEE SHEET 9 wrn 8S ev F d d JAY[ YN LANE w m m SEE SHEET 6 k' 2 W u+ w H� M INSTALL 196.44 LF OF 8° SEWER O 0.49% INSTALL 140.00 LF OF 8° SEWER 0 0.35% INSTALL 243.06 LF OF V REVISIONS APPROVED: ROGER. A. MdNTOSH DATE R.C.E. 33322 0 p ,1-)j IL 11-21-1 GIOCONDO AVENUE SEE SHEET 10 :111 PARK SITE LINE TABLE LINE �j I L1 Z (y q Na Z U>W v 20 RG, -RCP 0 0.08% m I d O a rn ). q o d�a 3Q� I H e° � lJiw "DRILL I W 6 O Z � m m + 2 n m INSTALL 40.18 LF O ( OF INSTALL8 RGJ-RCp 0 Q d INVERT 6° SEWER iM'LLw .0 Io i Y OF 8' SEWER O m 0 7.QUX :111 PARK SITE LINE TABLE LINE BEARING LENGTH L1 N80'SP40'E 160.54' L2 N761725'E 1 29.88' p ��Q N INSTALL 129.63 LF OF Q OyHM q � 1y� 7i ��Jy Z U>W v 24° RG, -RCP 0 0.08% m �LLw INSTALL 209.81 rn RGJ-RGP O 0.08% q o d�a INSTALL r+ i-nzc H e° 348 2 "DRILL �51TE HAW, STREET W (STA. 10+00.00 TO 24+09.24) SCALE: 1" = 50' HORIZONTAL LA' 1" = 5' VERTICAL 00.35% M INSTALL 280.00 LF OF 8° SEWER 0 0.35% BACKFILL TEMPORARY SUMP IN ACCORDANCE WITH SOILS REPORT SUBSEQUENT TO COMPLETION OF STORM DRAIN SYSTEM TO ULTIMATE SUMP. a V Y V f N Oa �q 19 =" 18 A 2077 ; wws < t: nom { y U\(P1r �JZ NkO NO SCI m WIN Z�y'Sj 21 vY moa Y zI h �� N 'cm{rS o 2 2�I� 06 M N ~ 60101 u) a m M o N ON Mm}4 mM ++ W O ;P OAO y pp mf NA Mb NN v} j \` } OmI Am' ? TLA I N1-Vl Cli N. J O qi Z �J i OM mQ 4 <G F Q. Y O� Z'W�>A I ywnN 27.22'Nz mmzm 7 - Z .mN N 3Z 3N Jmm q ��? "az zo3 n x •• In HHRMm��� uynym pNi }�' 348 . j> ww ----------------- --------------- 344 .� APPROXIMATE FINISHED GROUND _ _________ : 0 CENTERLINE ____ _ 340 INVERT 8" SEWER 336 : INVERT 8' SEWER. ' NVERT 8' SEWER _.. INVERT 8' SEWER INVERT 8° SEWER 332 ' INVERT INVERT 78'. DRAIN � INVERT 18° DRAIN 18° DRAIN INVERT 247 DRAT INVERT 2r DRAI INVERT 24° DRAIN W 10+00 11+00 12+00 13+00.".... 14+00. 15+00 m16+00 i. 17+00. .18+00 _.. ...19+00.. n"', 20+00 21+00 Lz Wz "•z w3 til ) 0. Q iv u]Z Q 'iiZ W Q 'ii V' ii�\y Qdi W z Q ) 18 LF Q +dIMR �A m+•`^^ pn•n '"' ¢+i iFi r.� pml^� pq ) 00.11% INSTALL 15.42 LF OF 18° RGJ-RCP 0 22.70% INSTALL 129.63 LF OF Inmwm � 1y� 00 ��Jy v 24° RG, -RCP 0 0.08% `awz INSTALL 209.81 LF OF 24' RGJ-RGP O 0.08% ? I INSTALL 210.00 LF OF 24° RGJ-RCP 0 0.08% H e° 348 2 N w NY W 6 O LJS m A INSTALL 25.16 LF n � INSTALL 40.18 LF o P25 OF INSTALL8 RGJ-RCp 0 Q d INVERT 6° SEWER 18' RGJ-RCP 01. IR 0 Y OF 8' SEWER O m 0 7.QUX CJ,IZViW -_. ____ SIX. INV. _ _- 18° DRAIN ---- - 332 ons z v13 = o NM^ 00.35% z Z 7 30� � •^ o o-y:n ��y1 aw p Pa 0 Z Z 1� ' w m 0 W m � tii tiiw a tii No-..... ( Nem NMi U Mom 'b pMi j F m o a M n 23+00.. ~ m m K m J� p J 'J' x J�� m U Z U>w Q U (Si p.>> w fJ O K Nm mw m h. M > h W P� m m�p� Ui (J» ®^2 IOW, nz ® _Z j� _W J ws M IN ? pm GM� 0. Z $ 3 �mti1 M O q'Z « Z Mt �Vmm u°Qn �wlM/1 O � 'N f� O Qw. � 6�d O 6�� nn q'm d #e7 2LLW m n map 01LLW Ui Vii f(1 /l1 M> mN J HtY V~iG \� Z O (J G. w�M VIJN p' 1�PNMj FM N m<� O ?? dpi «-J mw 0 Jm tiVi O 2 (fii UiW Ui O 1' QW O ^QW U <'M x VI 110 Z Jw 3 ZZ "C GIy '1���+i m m •� N In d> v Fza o dJww o¢ w cQi d¢na pW}m z r3 _Z ® m uiwJ.. m� m�NNWW WNWIn 0�j=0 �W0 ��N mbILLW '... b�Q N'Ls NJp�N� y'WM7 Al zw K�O� t_i m N 6 )SMH > -\ mw in rn o dw o dma g d�� 340 346 y inww -. qZ8 di mI'i y. ....340 jr 3'ry yz'8'�nwu.3428. : EXIST T 344 `6 344 344.. 5014 .....344 344 WVOXO :m I6 10, INVERT 18' ORAL n7 + RAW _ -- ' in 1 mFQ< 336 o _ 0--__ _ __ 336 336 oN V 1X3. 344 ` 344 tnl = 340¢ 340 340 340 340 I 340 O j D-9 z a W 2.... N ...STD. 2 sz�o 340 340 �smQ 10� 338 338 338'.. I� 338 338 338 INVIIiT 18° DRAIN y INVERT 18' DRAIN I INVERT 18° DRAIN INVERT 8° SEWER o'do 2 INVERT 8' SEWER j `ti = 336 EVI 336 332: 332 332. - j 332 332 N 332 j= O 0 4+ O � INVERT 18° DRAIN W r W •U LLI 332 '� SECTION E SECTION F oG SECTION M O 6 e N SECTION SCALE: 1'-50' HORIZ. 7R SCALE: 1'=50' HORIZ %R Q SCALE: 1'=50' HORIZ. 7R 7 SCALE: 1'=50' HORIZ 1'=5' VERT. 1"=5 VERI. 1'=5' VERT. W 1 1°=5 VERT. 00.11% INSTALL 15.42 LF OF 18° RGJ-RCP 0 22.70% 332 , 332 I O SECTION 7 SCALE: 1°=50' HOR17 1°-5' VERT. 2i } SECTION P ; SCALE: i'=50' HORIZ 7R ) 1°=5 VERT. ) 00.11% D ~ I � 1y� 3 ��Jy v "Najd _ `awz ) lw QW ? I J m G 4! 348 2 N w NY W 6 O LJS m A Om gN<"�M�Z� 24 � q o P25 340 JMi 0 Q d INVERT 6° SEWER O Z W Z Y MW O m Z Ow I CJ,IZViW -_. ____ SIX. INV. _ _- 18° DRAIN ---- - 332 PER TR. 6578 z Z 7 30� � � w m 0 W m � tii tiiw a tii No-..... ( MM Q u� m ,n m m o a M n 23+00.. 24+00 - M N M J M > 6 U Eby z P� S {SVJ3N wm 3 Q 6 b+•7 U �wlM/1 O � 'N f� O Qw. � 6�d O 6�� nn ) O h QIY f(1 /l1 W HtY V~iG fA �WY{'�! i CL p Z W dpi «-J mw a 1- w F- Ew 1-J 1 A�11 .344 IN I� 110 344 _____ MH m� CB ; �pH '... .B zw )SMH 340 z Sco 340 �SDMH 340 : N ....340 jr : EXIST NS Oo WVOXO ELEV INVERT 18' ORAL n7 \PROVIDE RAW in 1 mFQ< 336 o PIPE. 336 336 oN V 1X3. 338 JAI INVERT 8° SEWER tnl = PER C.O.B. INVERT 18° DRAIN Imo. O D-9 z a 2.... Yo� 3' ...STD. 2 332 , 332 I O SECTION 7 SCALE: 1°=50' HOR17 1°-5' VERT. 2i } SECTION P ; SCALE: i'=50' HORIZ 7R ) 1°=5 VERT. ) 00.11% D •'lo I � 1y� .•O ��Jy mN ZWINU zv QW ? I W y N �' 348 S N I r O m A 24 � q o P25 340 N�jM I1 Ow mb 'J' O .•O ZWINU zv QW a-iWW N�jM I1 Ow Tn mN M ZWINU QW a-iWW �' 348 S 344 � q o 340 0 Q d INVERT 6° SEWER O Z W O U K o ..336 Z Ow I -_. ____ SIX. INV. _ _- 18° DRAIN ---- - 332 3 PER TR. 6578 PC UNIT 7 30� � w m 0 W m a �} o p No-..... m W Q m NE m o a M n 23+00.. 24+00 - M N M J M > 6 U Eby z P� S {SVJ3N wm 3 TOPLFMAD ABBREVIATIONS NHOLE/TOP OF CLEANOUT ELEVATION CENTERLINE INVERT FURNISH & INSTALL SEWER PER CITY STANDARDS STORM DRAIN MANHOLE ® FURNISH & INSTALL SEWER MANHOLE CATCH BASIN TYPE 'A' PER C.O.B. STD. SW -4. JUNCTION BOX 0 FURNISH & INSTALL SEWER CLEANOUT SEWER MANHOLE PER C.O.B. STD. SW -6. SEWER CLEANOUT STORM DRAIN MANHOLE FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS EXISTING ELEVATION 0 FURNISH & INSTALL STORM DRAIN RIGHT ON WAY MANHOLE TYPE'S" PER C.O.B. STD. D-18. QpRCF P4 �E FURNISH & INSTALL CATCH BASIN £ •"�`'' �P� TYPE 'A° PER C.O.B. 570. D-14. l S •••�••�••�••�••� TRACT BOUNDARY ° ........•.•••••..•• UNIT BOUNDARY f�•' NOTE: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING 18° STORM DRAIN PRIOR TO CONSTRUCTION 29.88 LF RGJ-RCP 0.11% R SECTION DESIGNA kL SECTION LETTER ' IL....._.._.._.. BEET III SECTION IS SHOWN 2 1) ALL CATCH BASINS ARE TO BE TYPE 'A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14. )Xlw, UNLESS OTHERWISE SPECIFIED. 2)ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. Vial?S a � aN�y n 0 0 N Ow ZWINU V a � q o 0 Q d a0 O Z W O U K o Z Ow I k Q J on > 30� � w m 0 W m m o p N � Of m W Q m o m o b/� N M J M > 6 U Eby z P� S {SVJ3N * Q m� �pH zw z N NS Oo WVOXO m N in mFQ< o oN V 6 > z a sz�o �smQ o'do N 0 F N to 0 O 0 4+ O � W r W •U LLI W w/ W � oG g O 6 e m c $ Q a' W 1 I R 0 \l91J is I I II °p N WS I Np] ry W' I I Ile Cz I,sc I i '�i� llllw uw \l91J �M _z LNK5 SwF U �IyJ 2 HOZ r�o 6 JWO >2K J¢a 0 344 0 336 332 is I I II °p N �® ry ( N i� I Ile t n n3 uw z3w f z y �M _z LNK5 SwF U �IyJ 2 HOZ r�o 6 JWO >2K J¢a 0 344 0 336 332 .J u 0 FUTURE DEVELOPMENT S Q i o+ z o --- -- ---- LINES & STANDPIPES EXISTING IRRIGATION 12+00 EXISTING DIRT ROAD. - _ -- ------ - -- _ c ___ __._. _ l3tDR L4}00__ 1`5`1`00-.__--._ - -16400_.__ _--._ 'Y7fD6_ -_- ___ _._-__�+0� I 53055'49"W 50.00' o -__ _ _ _____ .___- ..__� - ____ __- _. __- _ __ .32+00 ___ _ _._._ 2i" SEVER N0055'49"E o `� 307.20' 8 $ 6 -� I 5 n 245 SEWER 5 N055'49"ES 24" SEWER 350.27 21 $-",23+00\ S + N0055'y¢9"E 24" SEWEy 400.00'n N0055'4 "E 1 _E 20165_ N89041i'W 15.00' J ' 8" SEWER 0 035% EXIST. IRRIGATION STANDPIPES TO BE RELOCATED BY OTHERS F UTU RE DEVELOPMENT ?� SOUTH ALLEN ROAD (STA. 10+00.00 TO 24+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 2 b rINSTALL 50.00 LF OF Q 24" SEWER 0 0.92% - N gW� o LL</ L °p N �® ry N 3 N t n n3 uw z3w f z y z ^ z zw � .J u 0 FUTURE DEVELOPMENT S Q i o+ z o --- -- ---- LINES & STANDPIPES EXISTING IRRIGATION 12+00 EXISTING DIRT ROAD. - _ -- ------ - -- _ c ___ __._. _ l3tDR L4}00__ 1`5`1`00-.__--._ - -16400_.__ _--._ 'Y7fD6_ -_- ___ _._-__�+0� I 53055'49"W 50.00' o -__ _ _ _____ .___- ..__� - ____ __- _. __- _ __ .32+00 ___ _ _._._ 2i" SEVER N0055'49"E o `� 307.20' 8 $ 6 -� I 5 n 245 SEWER 5 N055'49"ES 24" SEWER 350.27 21 $-",23+00\ S + N0055'y¢9"E 24" SEWEy 400.00'n N0055'4 "E 1 _E 20165_ N89041i'W 15.00' J ' 8" SEWER 0 035% EXIST. IRRIGATION STANDPIPES TO BE RELOCATED BY OTHERS F UTU RE DEVELOPMENT ?� SOUTH ALLEN ROAD (STA. 10+00.00 TO 24+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 2 b rINSTALL 50.00 LF OF Q 24" SEWER 0 0.92% - EXISTING INVERT-) INVERT 24" SEWER 24" SEWER Ngo INV INLL JV/.LV U Vf LY J wcm W uv LL</ L N �® N N N y( 348 uw z3w f z y z ^ z zw � z Z, N _ LEGEND' C5 g JNNi7 O .N v� Z Z jN Vl Z ,M. JN j �UZZZ m O UZZ JN M M �l U � O D0 Q Y UZ zz w zz wV2 ABBREVIATIONS o U O C , 01-- CL CENTERLINE = Q � U 2P1� if INV INVERT —' S FURNISH & INSTALL SEWER PER CITY STANDARDS �M-r V'. NrNOY N 340 SO STORM DRAIN ZW Zm ZO N � Of W Y MH MANHOLE ® FURNISH & INSTALL SEWER MANHOLE � Q CB CATCH BASIN TYPE "A" PER C.O.B. STD. SW -4. JB JUNCTION BOX ® FURNISH & INSTALL SEWER CLEANOUT 4 0 8MH SEWER MANHOLER PER C.O.B. STD. SW -6. 336 338 SCO SEWER CLEANOUT N1 SDMH STORM DRAIN MANHOLE ___p FURNISH & INSTALL STORM DRAIN PER CIN STANDARDS l Q EXIST EXISTING 6 U 4 �O ELEV ELEVATION ® FURNISH & INSTALL STORM DRAIN 5tp 70� R/W RIGHT OF WAY MANHOLE TYPE 'B" PER C.O.B. SID. D-18. 332 m S 332 g FURNISH & INSTALL CATCH BASIN INVE T 8° SE R TYPE "A" PER CO.B. SID. D-14. TRACT BOUNDARY s SECTION G - - - - - - - - - - - - UNIT BOUNDARY 1"=50' HORIZ. 8 SCALE 1"=5' VERT. � N¢ WW W V) w WWW l+ W 0 3¢ LEE ww w ut 01 O 0 + �IV N N ww 0 X O ur w O m 0 341 S a6 W 1`x W m V iy�7 m m Q Al AATE EXI TING- m Z J �a E s �co F Q a 344 a' G W 03 W 00 N GROUND 0 CONTI LINE 0 + 340 I 336 IN EWER 77 T 24" IN RT 24' SEWER IN RT 24" SEWER HiM OiM INVERT 24" SEWER 14M t4M tC1M FRIM t91M 1fL.M 10aM 9(IiM 91iM 99iM 9'4M OLLM EXISTING INVERT-) INVERT 24" SEWER 24" SEWER SECTIONDESIGNATION, cnoN LETTER A SHEET Si IS SHOWN 2 NOTES: 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5 OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. !f -,E1 dt 1 uN rt5 &9 044 Uy -A3 —17 Ull 3-¢•S oQ�i ■ dd Ngo N �® N N W N 348 uw 348 Z, LEGEND' O V 344 c, 344 m O ' M M 6 TOP OF MANHOLE/TOP OF CLEANOUT ElEVA110N � O D0 Q Y o \ 0 Z O ABBREVIATIONS o U O C a J CL CENTERLINE = Q � U INV INVERT —' S FURNISH & INSTALL SEWER PER CITY STANDARDS 340 > 340 SO STORM DRAIN ¢ O N � Of W Y MH MANHOLE ® FURNISH & INSTALL SEWER MANHOLE � Q CB CATCH BASIN TYPE "A" PER C.O.B. STD. SW -4. JB JUNCTION BOX ® FURNISH & INSTALL SEWER CLEANOUT 4 0 8MH SEWER MANHOLER PER C.O.B. STD. SW -6. 336 338 SCO SEWER CLEANOUT N1 SDMH STORM DRAIN MANHOLE ___p FURNISH & INSTALL STORM DRAIN PER CIN STANDARDS l Q EXIST EXISTING 6 U 4 �O ELEV ELEVATION ® FURNISH & INSTALL STORM DRAIN 5tp 70� R/W RIGHT OF WAY MANHOLE TYPE 'B" PER C.O.B. SID. D-18. 332 m S 332 g FURNISH & INSTALL CATCH BASIN INVE T 8° SE R TYPE "A" PER CO.B. SID. D-14. TRACT BOUNDARY s SECTION G - - - - - - - - - - - - UNIT BOUNDARY 1"=50' HORIZ. 8 SCALE 1"=5' VERT. � SECTIONDESIGNATION, cnoN LETTER A SHEET Si IS SHOWN 2 NOTES: 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5 OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. !f -,E1 dt 1 uN rt5 &9 044 Uy -A3 —17 Ull 3-¢•S oQ�i ■ dd Ngo N �® O uw Z, V a m O M M N � O D0 Q Y o \ 0 Z O o U O C a J = Q � U W m 2 - > ow ¢ O N � Of W Y � Q 0] 4 0 lV N1 v l Q 6 U 4 �O e 5tp 70� m S s N � O � V) w 0 LEE 01 O 0 + �IV N € 0 X O C> O m 0 S a6 W 1`x W m V iy�7 m m Q o CC m Z J �a E s �co F Q a a' W 03 W 00 N o 0 348 344 340 336 INVERT 242' 328 FUTURE DEVELOPMENT �o M II Wp �� FI. OK = U Z 00 M NC N2 W G� N OW Z 00 QN W I Z_ O UO Z j 2 �.'6 O ryi O yo.a Nd J O a Q CJN JUN Z VU ZQ UfA JZJ UN Z j 2 I ~ p ) O E mh O 0b F ONO PP o 066 N i Q p♦ 'nN 6NN Z ZWW O O.O [�N O O}+ �M 1KJ OO Ono AMM Wnn} I W VO N 1 +♦ W EXISTING IRRIGATION LINE fid Vl Z NN aN NN M I N N , 60' WIDE COUNTY ROAD R/W 24+00 25+09 26+00 27+00 28+00 29+00 30+00 31+ 32+00 TRACT BOUNDARY NOW55'49'E 24" $EWER 0 35+00 36+00 !!!I W S S 9874' NOU'55'49"E 24" SEWER 456.42' N00549"E 34+00 N , S 24" SEWER S 300.00' 3 S NOO'55'49"E 24" SEWER S _ _ — _ 5 18 DRAIN 505.65 0 _ _ _ D ; 296 OS --DN00 18. DRAIN n ( -T-- - _ _- ___.- —� - _ ��•����---------- o - __--_ 8 S89V411'E ' '42 -24 -FAIN OjW5 =o --__ 2443 I C3 0 1 NBS'42.24 W 59.02' 5' N i----- -- -- — -- . r� po 20 20 �� f 30' c 30 1 I I I ow'o Oct o I HAWKSMOOR STREET 2 3 DRILL SITE < ��M PEN GER RI ++ x z SEE SHEET 7 z m ¢ +o+ z mm OUTLET STRUCTURE a w tl nn : NN NN STA 29+91.42 C.L. 94.17RT. ap z ciww m , � FN dd V1 NN NrV1lQN- SUMP Oz N V Nf 9 Q �MW2wK O M p d a a p d SOUTH ALLEN ROAD (STA. 24+00.00 TO 36+40.03) p SCALE: 1" = 50' HORIZONTAL C`J �.i► /� Foyt- QfUTSTUIJ,S 1 1" = 5' VERTICAL J INSTALL 59.1 OF 24' RGJ 0 0.089 48 44 1-3 M 32 SECTION H SCALE: 1"=50' HORIZ. 9 1"=5 VERT. 348 PM INSTALL 24.43 LF O Z ao nM OF fm N F } � 340 0 2.91% O N F J N W J O IQ - N INV INVERT —.—s—FURNISH & INSTALL SEWER PER CITY STANDARDS SD STORM DRAIN w MH MANHOLE 0 FURNISH & INSTALL SEWER MANHOLE Via" mNJJ "p'� m TYPE 'A' PER C.O.B. STD. SW -4. 0 O CB CATCH BASIN �/ QCJj 336 1 JUNCTION BOX ® FURNISH & INSTALL CLEANOUT 3 SMH SEWER MANHOLE PER C.O.B. STD. SW -6.6. I SEWER CLEANOUT Vl SDMH STORM DRAIN MANHOLE FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 1 1 EXISTING 332 ELEV 'ELEVATION 0 FURNISH & INSTALL STORM DRAIN 1 i RIGHT OF WAY MANHOLE TYPE "B" PER C.O.B. STD. D-18. 45, Qow z J g FURNISH BE INSTALL CATCH BASIN NZO WNW TYPE 'A" PER C.O.B. STD. D-14, EWER 1348 TRACT BOUNDARY - - - - - - - - - - - - UNIT BOUNDARY I IN IERT 24" DRAIN f SECTION H SCALE: 1"=50' HORIZ. 9 1"=5 VERT. 348 PM SECTION DESIGNATION SECTION LETTER SHEET WHERE SECRON IS SHOWN 2 NOTES: 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. sr•a,-rP 01-,43-/7 GN>,S 3 45� or4t� INSTALL 24.43 LF TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION OF 18" RGJ-RCP ABBREVIATIONS 340 0 2.91% CL CENTERLINE INV INVERT —.—s—FURNISH & INSTALL SEWER PER CITY STANDARDS SD STORM DRAIN w MH MANHOLE 0 FURNISH & INSTALL SEWER MANHOLE Via" mNJJ "p'� m TYPE 'A' PER C.O.B. STD. SW -4. J�2 CB CATCH BASIN �/ QCJj 336 JB JUNCTION BOX ® FURNISH & INSTALL CLEANOUT SMH SEWER MANHOLE PER C.O.B. STD. SW -6.6. SCD SEWER CLEANOUT SDMH STORM DRAIN MANHOLE FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS EXIST EXISTING 332 ELEV 'ELEVATION 0 FURNISH & INSTALL STORM DRAIN R/W RIGHT OF WAY MANHOLE TYPE "B" PER C.O.B. STD. D-18. 45, Qow z J g FURNISH BE INSTALL CATCH BASIN NZO WNW TYPE 'A" PER C.O.B. STD. D-14, 328 1348 TRACT BOUNDARY - - - - - - - - - - - - UNIT BOUNDARY SECTION DESIGNATION SECTION LETTER SHEET WHERE SECRON IS SHOWN 2 NOTES: 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. sr•a,-rP 01-,43-/7 GN>,S 3 45� or4t� 344 mu mmi.Maw qj 338 - 336 IN RT18" DRAIN SECTION iJ1 SCALE: 1'=50' HONE 1119 1"=5' VERT. INSTALL 24.43 LF OF 18" RGJ-RCP 0 2.91% K < fL w d' z 3 Via" mNJJ "p'� m 2 J�2 O J J� �/ QCJj J ZfJWw UUf pw4 N o p a 45, Qow z J NNW NZO WNW 348 1348 344 mu mmi.Maw qj 338 - 336 IN RT18" DRAIN SECTION iJ1 SCALE: 1'=50' HONE 1119 1"=5' VERT. z g > Z Cz z+ N 348 a APPROXIMATE FINISHED GROUND "1424 -P -M 344 1 9 CENTERUNE33B 1332 -- . INVERT 24" SEVER 'MVERT 24" SEWER 25+00 ) 26+00 27+00 24'� N 28+00 29+00 24+00 _ _ A )INSTALL 63.23 vvv I 1 1'%L.L. L.1 V nvr% L.0 (STA. 24+00.00 TO 36+40.03) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 300.00 LF OF 24" SEWER A LF OF 24" SEWER t1-Z7-1� V N rT 5 YA -OJ D N1_ -t A E r v v v v v w v RE ON PPROVE ROCER. A_ n � TOSH DATE R.C.E. 33322 q j pug N N DANIEL PA0IL 8 DATE 1 1 R.C.E. 67C a M z N �.®�.J��0�1��✓ w N0 11V7 .N N 'Y MMN +e.Nj InM f� M _ _ _ _-..__ _ --_- 340 -- -- -- -- -- -- _- -' -- -- -- -- 336 • INVERT 18' DRAIN 24"-SL'NER INVERT 24* SEWER 332 , 31+00 32+00 33+00. 34+00 _.. 35+00 36+00 t81 ; BEARING m zW d REMNHON BAN (SUMP) z ��'/ 1 S 0'3554" W 13.00' w VOLUME REO'D: 3.00 AC. ET. 13.00' L4 N 46'05'57" E 21.17' 15 L, C Uma ,j ✓iW j Z $ S D.W.S.: 33&00 BOTTOM ELEV: 330.00 WITH 3.S OPENINGS PER C.O.B. SID. D-14. 0 �a�a oaj = I-- SUMP ONLY HANDLES MEXITMY MEA IMM TIRACT WM ONARS 6-9) UNLESS OTHERWISE SPECIFIED. 1 348 1.1x ,� 589'23'17'E 184.66' 344 - 2) ALL PIPE ELEVATIONS SHOWN ARE INVQtT ELEVATIONS aw a �cl INSTALL 505.65 LF OF 18" RGJ-RCP @ 0.12R ow 340 I I W 0) �h1f M g ,336 y m n 336 t91 INVERT 18" DRAIN � 348 SCALE: 1"=50' HORIZ. 9R i"=5' VERT. ) F j 348 � I' NSTALL 500.00 LF OFN°¢ RGJ-RCP ®0.088 , � j aJ N W l O N W) ZN l0 Irl 344 I , - _ : 344 aI t LEGEND' 340 'Tsi II340 1 ABBREVIATIONS 6 TOP OF MANHOE/TOU OF CLEANOUT ELEVATION I CL CENTERLINE INV INVERT —' S FURNISH & INSTALL SEWER PER CITY STANDARDS tri I SO STORM 336 1 336 MH MANHOLERAIN ® FURNISH & INSTALL SEWER MANHOLE i II CB CATCH BASIN TYPE "A" PER C.O.B. STD. SW -4. i ,8 JUNCTION BOX A FURNISH & INSTALL SEWER CLEANOUT 1 SMH SEWER MANHOLE PER C.O.B. SID. SW -6. I SCO SEWER CLEANOUT --_i 332 SDMH STORM DRAIN MANHOLE --- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS INVERT 242' SEWER EXIST EXISTING ELEV ELEVATION ® FURNISH & INSTALL STORM DRAIN R/W RIGHT OF WAY MANHOLE TYPE "B" PER C.O.S. STD. D-18 INVERT 24" DRAINJ /1 T FURNISH & INSTALL CATCH BASIN 328 328 TWE "A" PER C.O.B. STD. D-14. TRACT BOUNDARY 0 - - - - - - - - - - - - UNIT BOUNDARY SECTION H SCALE i"=50' HORIZ. 9R 1"=5 vvv I 1 1'%L.L. L.1 V nvr% L.0 (STA. 24+00.00 TO 36+40.03) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 300.00 LF OF 24" SEWER A LF OF 24" SEWER t1-Z7-1� V N rT 5 YA -OJ D N1_ -t A E r v v v v v w v RE ON PPROVE ROCER. A_ n � TOSH DATE R.C.E. 33322 q j pug N N DANIEL PA0IL 8 DATE 1 1 R.C.E. 67C a M z N �.®�.J��0�1��✓ w N0 11V7 .N N 'Y MMN +e.Nj InM f� M _ _ _ _-..__ _ --_- 340 -- -- -- -- -- -- _- -' -- -- -- -- 336 • INVERT 18' DRAIN 24"-SL'NER INVERT 24* SEWER 332 , 31+00 32+00 33+00. 34+00 _.. 35+00 36+00 I I I I I I I I I 1 I I I I I SECTION DESGNAVON: sEcn6N LETiER SHEET WHERE SECTION 6 SHOWN I i, CONSTURCT 6' TEMPORARY CHAINUNK FENCE TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER I DOC/218119326 t81 ; BEARING m zW d REMNHON BAN (SUMP) z ��'/ 1 S 0'3554" W 13.00' w VOLUME REO'D: 3.00 AC. ET. 13.00' L4 N 46'05'57" E 21.17' 15 L, C NOTES: 1) ALL CATCH BASINS ARE TO BE TWE "A" ,j ✓iW j Z $ S D.W.S.: 33&00 BOTTOM ELEV: 330.00 WITH 3.S OPENINGS PER C.O.B. SID. D-14. 0 �a�a oaj = I-- SUMP ONLY HANDLES MEXITMY MEA IMM TIRACT WM ONARS 6-9) UNLESS OTHERWISE SPECIFIED. 1 348 1.1x ,� 589'23'17'E 184.66' 344 - 2) ALL PIPE ELEVATIONS SHOWN ARE INVQtT ELEVATIONS aw al UNLESS OTHERWISE NOTED. INSTALL 505.65 LF OF 18" RGJ-RCP @ 0.12R ow I I I I I I I I I 1 I I I I I SECTION DESGNAVON: sEcn6N LETiER SHEET WHERE SECTION 6 SHOWN I i, CONSTURCT 6' TEMPORARY CHAINUNK FENCE TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER I DOC/218119326 L3 CONSTRUCT CHAIN UNK CATE PER C.O.B. STD. DETAIL D-13. LINE TABLE t81 ; BEARING m L1 d REMNHON BAN (SUMP) 21.23' ��'/ 1 S 0'3554" W 13.00' L3 VOLUME REO'D: 3.00 AC. ET. 13.00' L4 N 46'05'57" E 21.17' 15 VOLUME PROVIDED: 3.26 AC. Ff. NOTES: 1) ALL CATCH BASINS ARE TO BE TWE "A" L6 N 0'3554" E $ S D.W.S.: 33&00 BOTTOM ELEV: 330.00 WITH 3.S OPENINGS PER C.O.B. SID. D-14. o<w �a�a oaj = I-- SUMP ONLY HANDLES MEXITMY MEA IMM TIRACT WM ONARS 6-9) UNLESS OTHERWISE SPECIFIED. 1 348 1.1x ,� 589'23'17'E 184.66' 344 - 2) ALL PIPE ELEVATIONS SHOWN ARE INVQtT ELEVATIONS 344 al UNLESS OTHERWISE NOTED. I ow 340 I I W 0) �h1f L3 CONSTRUCT CHAIN UNK CATE PER C.O.B. STD. DETAIL D-13. LINE TABLE LINE BEARING DISTANCE L1 N 46402'55" E 21.23' L2 S 0'3554" W 13.00' L3 S 89'24'06" E 13.00' L4 N 46'05'57" E 21.17' 15 N 44'04711' W 21.21' L6 N 0'3554" E 13.00 b NW i�� < o� ti z ly mem ti�N ti ff h �U Jaz j z WJ ®dj ntl. aN aw LL �� 0 0 J w 2 O Q Q zt o<w �a�a oaj = I-- 14 1- NNW 348 r� row z NZC) W�W 348 I 0 v 344 - 344 al w� 340 ow 340 I W 0) W Q g ,336 y m n 336 t91 INVERT 18" DRAIN SECTION d SCALE: 1"=50' HORIZ. 9R i"=5' VERT. q TEMPORARY 6' CHAINUNK FENCE DESIGN WATER SURFACE 13' 'I N89'04'11"W 207.21 X-�"- Re 1N-'----- SUMP SECTION I I 1 _g E 2 X �1 BOTTOM N.T.S. 9R I 1 I I E I SUMP DETAIL Q J SCALE 1"=50' HORIZ 9R ,. ,, '.` r> k''" ` r , x,,;d 1"=5' VERT. m M o M h � � W ao 0 0 J w 2 O Q Q zt �¢0 a J = I-- 14 w N � M Won O v w� ow cc W 0) W Q g m n a oII M O ba W M O J O Q Q �¢0 = I-- 14 w N � O v ba 4D Z J Q � � = I-- a w C = � O W cc W 0) W g 0 UNT g HAWKSMOOR STREET w 1 5 SEE SHEET , 10 11 12 13 � t,R +7+ pENSINGER ROAD OQ ig o �o ■ II c m a' II N i o g I I I �Z. n n N F I Q W ry I I n+ "m', STORM DRAIN MANHOLE NO. fi � I I =� I r. � �� I � �2 t2 .'- INTERSECTION a STA. 10+05.04 C.L S.00LT.= d ¢ r .DRINA. 10+00.04 C.L. GIOCONDO AVE, A. . mQ k 15+94.47, CL. HAWSMOOR ST. . L, II , INTERSECTION - , N i DO I) STA PARK SITE - N0035'2TE 6" DRAIN 39D.0T - - - STA. 15+91..03, C.L PENS�INGER RD. _ �1d�—o +a+oo s s s s 18" DRAIN NC035'27"E 8" SEWER 390.07' NW'35'2YE 6' EWER t00.W' L SEWER MANHOLE N0. 12 o STA. 9+95.00 C.L. 5.GORT. f 1 STA. 9+95.00, SEWERit w--- F ~m 'Q mb m O O OIt H I N I n o I f i j N n _ n rn n m vi rc ! 11 M 16 z �voi 30� 230' zoo I NARES c � 30 30' in N y rn ++ I "Q' mm 21 VAR{E'.5 I I' HAWKSMOOR STREET MACLURE DRIVE SEE SHEET 7 21 2 0 19 18 1 « PENSINGER ROAD Nti SEE SHEET 6' FF N NN GIOCONDO AVENUE (STA. 10+00.00 TO 15+80.07) — SCALE: I" = 50' HORIZONTAL T" = 5' VERTICAL 332 INSTALL 100.00 LF INSTALL 390.07 LF OF 8" SEWER 0 0.35% OF 6" SEWER 0 1.00% �3 ZW N2W LI1 m m mm z .miom N z J1n XK, WOZZZ= SjmfN ZZ - � o^r SUZ .-r n Z 5 y o 0 W ou_ V Z SjmfN 2jm_ ZN ZM — M a J+ mN T O MI. � � ti m ¢ t o a O Z o 0 z w 1 m a J J Q µ INSTALL 390.07 LF OF 18" RGJ-RCP 0 0.56% LEGEND: 6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION w o o W � ¢ o ABBREVIATIONS O CL CENTERLINE N 0_ Of SECTION DESIGNATION, INV INVERT S FURNISH & INSTALL SEWER PER CITY STANDARDS SD STORM DRAIN Q m SECTION LETTER MH MANHOLE ® FURNISH & INSTALL SEWER MANHOLE A CB CATCH BASIN TWE "A" PER C.O.B. STD. Sit JB SMH JUNCTION BOX SEWER MANHOLE ® FURNISH & INSTALL SEWER CLEANOUT Z SHEET ItHERE SECTION IS SHOWM b*6 PER C.D.B. STD. SW -6. SCO SEWER CLEANOUT � < SDMH STORM DRAIN MANHOLE ___� FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS EXIST EXISIING Z ELEV ELEVATION 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TWE "A" R/W RIGHT OF WAY MANHOLE TYPE 'B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. m� FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TWE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. ? TRACT BOUNDARY -- - -- - -- - - -— UNIT BOUNDARY S N 0 V APPROXIMATE FINISHED G OUND O N � - - - _ i 0 0 z W > O Z a Y V J W WUJ Z INV RT 6" S R A > m Io O 00 Z � r s 0 O N U a W I- O 1 RT 18' DRAIN � R LL 0 11+00 12+00 13+00 398 344 K"`.1 332 15+00 !6-,27°1$ v r4 rTS iIb-9 DuL7 y o 0 W ou_ V Z SjmfN 2jm_ V a T O MI. � � ti m ¢ t o a O Z o 0 z w 1 m a J J Q µ INSTALL 390.07 LF OF 18" RGJ-RCP 0 0.56% LEGEND: 6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION w o o W � ¢ o ABBREVIATIONS O CL CENTERLINE N 0_ Of SECTION DESIGNATION, INV INVERT S FURNISH & INSTALL SEWER PER CITY STANDARDS SD STORM DRAIN Q m SECTION LETTER MH MANHOLE ® FURNISH & INSTALL SEWER MANHOLE A CB CATCH BASIN TWE "A" PER C.O.B. STD. Sit JB SMH JUNCTION BOX SEWER MANHOLE ® FURNISH & INSTALL SEWER CLEANOUT Z SHEET ItHERE SECTION IS SHOWM b*6 PER C.D.B. STD. SW -6. SCO SEWER CLEANOUT � < SDMH STORM DRAIN MANHOLE ___� FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS EXIST EXISIING Z ELEV ELEVATION 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TWE "A" R/W RIGHT OF WAY MANHOLE TYPE 'B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. m� FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TWE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. TRACT BOUNDARY -- - -- - -- - - -— UNIT BOUNDARY !6-,27°1$ v r4 rTS iIb-9 DuL7 y o 0 W ou_ Z j V a T O M � � ti m ¢ t o a O Z o 0 z w 1 m a J J Q µ w o o W � ¢ o O N 0_ Of b W Y m � Q m b*6 o � < en I > U U Z Sip S7 � m� S N 0 V O N � i 0 0 z W > O Z a Y V J W WUJ Z LL, A > m Io O 00 Z � r s 0 O N U a W I- O OJ W T � R LL 0