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HomeMy WebLinkAbout1.2-7299 Ph 3, 4, 5, 6, & 7 Record DrawingLEGEND: STOCKDALE ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX C&G CURB & GUTTER PA PROPERTY LINE SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EX/EXST EXISTING ELEV ELEVATION R/W RIGHT OF WAY FOC FACE OF CURB FL FLOWLINE -f O.M. 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION s CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5. 0 CONSTRUCT SEWER CLEANOUT HL errs PER C.O.B. STD. SW -6. ----o CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5. CONSTRUCT CATCH BASIN a TYPE "A" PER C.O.B. STD. D-14. OO CENTERLINE MONUMENT EXISTING SEWER LINE EXISTING STORM DRAIN LINE EXISTING SEWER MANHOLE °° EXISTING SEWER CLEANOUT f4 =0 EXISTING DRAIN MANHOLE STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL R MULTIPLE UT1UTY TRENCH q SEWER MAIN 4, R 5' q STREET TYPR , I 5' WATERLINE 4 Y Y TYP. Y a a FINISHED STREET a mGRADE 3 Io 60" 36" TYP. LjO �k 4.5' MIN. TYP TO 7' MAX.' � \ \ 17- A41N j% MIN. e SEWER LATERAL ' SOO ON DEEP SEWER, SLOPE LATERALS / \ SET LATERAL PROVIDING PROPER TO LOT LINE SO THAT THE END OF CLEARANCE UNDER WATERLINE AND LATERAL IS WITHIN REQUIRED UTILITY TRENCHES TOLERANCE. 23' MIN. TO 60' MAX. 6' OR 8" SEWER MAIN DETAIL TYPICAL SEWER LATERAL INSTALLATION �k FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAIN. 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 PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. NOTE: CONTRACTOR TO VERIFY THAT WATER MAIN AND SEWER LATERAL CROSSINGS ARE IN CONFORMANCE WITH CAUFORNIA HEALTH CODE REQUIREMENTS. MING AVENUE 1 \ UN IT 6 0 a g u 3 4 a t 7 s t a n u u ' 2 3 4 5' I �� a' t10 a 1 4\ ,-LI I I UNIT 4 - i BARBON BECK AVENUE — — — — 4 — s 0 o 1! %/ 3 _-----�-s - U N_ 1 T 3 r— BARBON BECK AVENUE . 1 1' Y — W T 3 21 sp 10 1t n u ® 2 so it � n Is � t4 13 � � & 1 a 1 7 I I I_ 7 3 8 I I } — 12 1� 23 21 21 40 F w 1 m ® u u 12 1 2 3 4 \ 12 13 14 1s 1a 17 m Ig 7 11 ir C3 i \` LEIttFlELD WAY EVERTON AVENUE LS LOT UNIT 7 !9 LS LOT UNIT 5 j -- UNIT �j-- 14 a 1 Q a t � '' a (Nor A PART) CL it s 25 26 27 2a 17 sx 24 _� '• 1s � � 1a k' 23 ' 14 13 UNI 7 2'a 2120 � NENUE ` , t dab � 1 SEWER AND STORM DRAIN PLANS FOR REVISED VESTING TENTATIVE TRACT 7299 (UNIT 3-7) 17 12 (Nor A PART) PpS`'a� 13 12 10 2 1 T a s 4 � � 3 19--1 a a 3 '{ s 1 a 1a u TRACT 7300 , �'° � TRACT 7302 i ' i i a a (NOT A PART) "12 1 t 13 IN A PART) i i 1a i PROJECT MAP SCALE: 1"=200' SHEET N O. INDEX INDEX OF SHEETS SUMMARY OF IMPROVEMENTS SHEET TITLE SEWER IMPROVEMENTS UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 TOTAL 1. COVER SHEET 6" SEWER LINE 155 LF 145 LF — 340 LF — 640 LF 2. NOTES & SPECIFICATIONS 8" SEWER LINE 639 LF 630 LF 457 LF 831 LF 622 LF 3179 LF 3. BARBON BECK AVENUE 4" LATERALS 873 LF 844 LF 511 LF 918 LF 437 LF 3583 LF 4. BARBON BECK AVENUE (CONT.) STANDARD MANHOLE 3 EA 3 EA 3 EA 5 EA 3 EA 17 EA 5. EVERTON AVENUE CLEAN—OUT 2 EA 1 EA — 3 EA — 6 EA 6. LEIGHFIELD WAY & HIGHGATE GREENS DRIVE TEMPORARY CLEAN—OUT 1 EA — — — — 1 EA 7. FULHAN STREET & MORLEY WAY 8. CUMBRIAN WAY & BROCKLESBY STREET STORM DRAIN IMPROVEMENTS UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 TOTAL 18" DRAIN LINE 177 LF 174 LF 473 LF 235 LF 426 LF 1486 LF 24" DRAIN LINE — — — — 269 LF 269 LF CATCH BASINS 1 EA 1 EA — 2 EA 3 EA 7 EA STANDARD MANHOLE 1 EA 1 EA 2 EA 2 EA 5 EA 11 EA NOTES: 1. ALL IMPROVEMENTS CONSTRUCTED PER THESE PLANS TO BE PRIVATELY MAINTAINED. 2. UNITS 3, 4, 5, & 7 ARE TO BE ALL CONSTRUCTED SIMULTANEOUSLY AND A TEMPORARY CLEAN—OUT WILL BE INSTALLED AT UNIT 6 BOUNDARY AND REMOVED WITH THE FUTURE CONNECTION. 4.5' MIN. * TO 7' MAX. SURFACE MARKER FOR LATERALS PER C.O.B. STD. S-1 VICINITY MAP NO 'SCALE 04aifw U 14 I -r b 0 N L NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT—OF—WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT NTH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ALL FACILITIES TO BE PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED ON PLAN. 3. 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 ERROR'S, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION. SHALL BE CORRECTED AND SUCH CORRECTIONS RE„Ft_ECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED BY. ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6-30-20 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. NICOLAS FI LER, PUBLIC WORKS DIRECTOR DATE f- R.C.E. NO. 61069 EXP. 12-31-18 REVIEWED BY: STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 EXP. 3-31-20 BASIS OF BEARINGS: THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., ELEV = 367.96' (NAVD 88 DATUM) 0q—1®_A0 �j VNrrs S-7 bwt, Know what's below. Call before you dig. V STOCKDALE IYY� T. 30 S., R. 26 E. tiicy 0o a 2 PROJECT SIT 0 z� MING AVENUE x eam a13a G`! % coir 11 M 2 0 o: w o a HL errs ►- S WHITE LANE a z W °° f4 =0 13 OUTHERN PACIFIC RAILROAD VICINITY MAP NO 'SCALE 04aifw U 14 I -r b 0 N L NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT—OF—WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT NTH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ALL FACILITIES TO BE PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED ON PLAN. 3. 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 ERROR'S, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION. SHALL BE CORRECTED AND SUCH CORRECTIONS RE„Ft_ECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED BY. ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6-30-20 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. NICOLAS FI LER, PUBLIC WORKS DIRECTOR DATE f- R.C.E. NO. 61069 EXP. 12-31-18 REVIEWED BY: STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 EXP. 3-31-20 BASIS OF BEARINGS: THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., ELEV = 367.96' (NAVD 88 DATUM) 0q—1®_A0 �j VNrrs S-7 bwt, Know what's below. Call before you dig. V IYY� 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 1-800-227-260D. 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 DAYUGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED, DOES NOT MEET CURRENT STANDARDS, 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. STAMP AN "S"INTO THE CURB FACE OVER EACH SEWER LATERAL AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT- OF-WAY. UNLESS SECURED BY AN iMPROVENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RiGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT COMPACTION TESTS SHALL BE THE RESPONSIBLITY OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER 2. STANDARD DETAILS THE FOLLOWING CiTY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: D-11, D-14, D-16, D-18 SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11, 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% 1D", AND 12" SANITARY SEWER MAiNS MAY BE PLAIN -END WITH 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 "MAINUNE" 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 'NTH 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 D-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 UNE 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, 11, 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 UNE ON NEW PIPELINES; CUT-INFITTINGS 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 WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11, AND IiI EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6, REINFORCED CONCRETE PiPE WITH PVC LINING. REINFORCED CONCRETE PIPE WITH 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. PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360* OF THE PiPE. ALL WORK FOR AND iN CONNECTION WITH THE INSTALLATION OF THE LINING IN CONCRETE PiPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE iN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.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 t5 (251C t3 ). PROPERTY INITIAL (PAR, 1,G) 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 t5 (WITH RESPECT TO INITIAL TEST RESULT) 1D -SEC. 35-50 t5 WEIGHT CHANGE t1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED iN ACCORDANCE WITH ASTM D412 USiNG DiE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -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. I.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 t5 (25' C t3 ). 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.D3(l.B) 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. 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) iN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. 1.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS iN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE iN ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS. THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL WITH THE LONGITUDINAL AXiS OF THE PiPE THE LINING SHALL BE HELD SNUGLY iN PLACE AGAINST INNER FORMS. LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) FROM THE END OF THE INSIDE SURFACE OF THE PiPE SECTION. JOINT FLAPS WHEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE. CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED iN A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE iN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAiLS THAT REMAIN iN THE LINING SHALL BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. 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 BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY 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 SOUND LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE LINING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED iN OR TAKEN THROUGH THE WORK. 11 APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PiPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOiNT TO BE MADE WITH THE ADJOINING CONCRETE PiPE. WHEREVER CONCRETE PiPE OR CAST-iN-PLACE STRUCTURES PROTECTED WITH LINING, JOIN STRUCTURES NOT SO LINED (SUCH AS BRiCK STRUCTURES, CONCRETE PiPE OR CAST-iN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PiPE), THE LINING SHALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (10D MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PiPE. WHERE A PiPE LATERAL (NOT OF PLASTIC LINED CONCRETE) iS INSTALLED THROUGH LINED CONCRETE PiPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PiPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PiPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN LIFTING PiPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR WITH A SUITABLE FORK UFT. ON PiPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. WHEN PiPE TUBES ARE FURNISHED, THESE ARE SHOP -MELDED JOINTS. NO PiPE WITH DAMAGED LINING WALL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1.G. FIELD JOINTS iN LINING FOR CONCRETE PiPE. THE JOINT BETWEEN SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE PiPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS. PiPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING SURFACES ADJACENT TO THE PiPE JOiNT, LEAVING THEM CLEAN AND DRY. FiELD JOINTS iN THE LINING AT PiPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM) JOINT STRiP AND TWO WELDING STRIPS. THE 4-iNCH (100 -MM) JOINT STRiP SHALL BE CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRiP. THE 4-iNCH (100 -MM) JOiNT STRiP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 MM). TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PiPE END. THE JOINT FLAP SHALL OVERLAP THE LINING iN THE ADJACENT PiPE SECTION A MiNiMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE LINING OF THE ADJACENT PiPE USiNG 1 -INCH (25 -MM) WELD STRiP. CARE SHAH BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION AND DISTORTION iN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(1D C), HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE. THE JOINT FLAP OR STRIP ON BEVELED PiPE SHALL BE TRIMMED TO A WIDTH (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING. ALL WELDING OF JOINTS iS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. WELDING SHALL FUSE BOTH SHEETS AND WELD STRiP TOGETHER TO PROVIDE A CONTINUOUS JOiNT EQUAL iN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. HOT-AiR WELDING TOOLS SHALL PROVIDE EFFLUENT AiR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). 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 WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND iN FRONT OF THE WELD STRiP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE iS 360 DEGREES: WHEN GROUNDWATER iS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE iS EVIDENT AT THE JOINT. WHEN MELDING THE DOWNSTREAM SIDE OF A JOINT STRiP OR FLAP, DO NOT WELD 6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF POTENTIAL FUTURE GROUNDWATER BUILD-UP. 1.H. APPLICATION TO CAST-iN-PLACE CONCRETE STRUCTURES - SPECIAL REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES USING A MiNiMUM NUMBER OF SEPARATE PiECES. UNLESS OTHERWISE SHOWN ON THE PLANS„ THE LINING SHALL BE RETURNED AT LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, CLAY PIPE OR BRiCK MANHOLES AND CLAY OR CAST IRON PiPES). THE SAME PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING iS CHANGED OR THE NEW WORK iS BUiLT TO JOiN EXISTING UNLINED CONCRETE. AT EACH RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM iN CONTACT MATH THE PLASTIC -LINED CONCRETE. iF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEiNG TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED WITH A MiNiMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PiPE iS INSTALL® iN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING MELDS, 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 10 -POUND (5 KG) PULL WILL BE MAINTAINED iF A WELD FAILURE DEVELOPS, UNTiL NO FURTHER SEPARATION OCCURS. DEFECTIVE WI=LDS WALL BE RETESTED AFTER REPAIRS HAVE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE WELDING STRiP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED iN ORDER TO PREVENT TEARING THE PROJECTING WELD STRiP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. PiPE TRENCH CLASSIFICATION. RCP CLASS iV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION V. RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "D". PVC FOR PiPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PiPE SHALL MEET THE FOLLOWING REQUIREMENTS: 1. MATERIAL PVC PiPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH iN ASTM D 3034 WITH SDR OF 35. EL.ASTOu1ERiC SEALS AND JOINTS SHALL CONFORM TO ASTM D 3212 AND ASTM F 477. 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PiPE.". 4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING: DEFLECTION MEASUREMENT OF PVC PiPE. AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PiPE DEFLECTION BY PULLING A GO -NO-GO 57o MANDREL THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PiPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE WITH PiPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: MANDREL DIAMETER = BASE PIPE I.D.-(Y/1DO X BASE PIPE I.D.) WHERE Y = ALLOWABLE DEFLECTION iN % (5%) BASE I.D. = ACTUAL INSIDE PiPE DIAMETER (PROVIDED BY PiPE MANUFACTURER) THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) MINIMUM. THE MiNiMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PiPE. ANY SECTION OF INSTALLED PiPE THAT FAiLS THE MANDREL TEST SHALL BE EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. PiPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. 7. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PiPiNG LAID iN THE GROUND SHALL BE iN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PiPE INSTALLATION. THE HONES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PiPE iT iS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED iN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PiPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S-39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 8. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH iN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. iF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION QF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. iF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 9. TRENCH BACKnLL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET iN ADVANCE OF PiPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED iN THE PiPE OPTIONS. STORM DRAiN AND UTILITY CONDUIT INSTALLATIONS SHALL BE iN ACCORDANCE WiTH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NiNETY PERCENT (907.) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. BACKFILL MATERIALS iN THE PiPE ZONE SHALL BE PLACED iN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, iN SUCH A MANNER AS NOT TO DAMAGE OR DiSTURB THE PiPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DEL.ETERiOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES iN GREATEST DIMENSION AND SHALL BE PLACED iN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBiNAT10N OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PiPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SiEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FI'M BEDDING BELOW PIPE SPRiNGUNE CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PiPE BELOW THE SPRiNGLINE. FIRM BEDDING MEANS THAT THE PiPE MUST REST ON THE (RANULAR MATERIAL SPECIFIED PREVIOUSLY iN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD iS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. 10. 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 PONT 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 PERMITTED. SUBSEQUENT BACKFILL ABOVE 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/OR ROVING, USiNG EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. LUMEN 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 ROVING 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 ROVING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE -HAL (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NiNETY PERCENT (9D%) 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 S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NiNETY PERCENT (90%) 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. SEWER PIPE INSTALLATION SEWER PiPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRiCE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILL 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. PiPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PiPE LAYING SHALL PROCEED NTH EACH PiECE LAiD TRUE TO UNE 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 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. 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 EXFILTRATION 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 MICH WOULD CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER UNE. 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. I 1-111 14. ALL MANHOLES SHALL BE CONSTRUCTED iN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-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 o0 OF BAKERSFIELD STANDARD DRAWING S-21). to N 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 ul W, cD BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, iN A GROOVED FOUNDATION. z 15. STORM DRAIN PIPE w STORM DRAIN PiPE CONTRACTOR SHALL UTILIZE RCP PiPE, CLASS iii WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE 0 �< Fm CONTRACT PLANS. C, z REINFORCED CONCRETE PiPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE Uj PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PiPE", OF THE STANDARD � 7) SPECIFICATIONS AND THESE SPECIAL PROVISIONS. "' U C1 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. 16. 17. 11. SYSTEM TESTING ­ A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PiPE 06-11-.20 IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. V r4 1T PRIOR TO FINAL ACCEPTANCE, ALL SEWE=R LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THiS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 3607, iN ORDER TO VIEW AND RECORD THE TOP AND SiDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY*S 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-UNE 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 UNE OR RiGHT-OF-WAY UNE WITH 30" OF COVER AT FLOW UNE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE OR RiGHV WAY LINE AS SHOWN iN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. LATERALS SHALL BE A MiNIMUM OF 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY UNE OR RiGHT-OF-WAY UNE AND A MiNiMUM OF 2.5' DEEP AT FLOWLINE. 0 VJ Ll 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 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATiDNS. 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. PiPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAiN OR AS DIRECTED BY THE ENGINEER. PiPE LAYING SHALL PROCEED WITH EACH PiECE LAiD TRUE TO UNE 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 UNE. 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 MEN 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. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEiNG FLUSHED INTO AN EXISTING STORM DRAiN UNE. 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. .1 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 LITH 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 UNE 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 MATH 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 THE BiD PRiCE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE MiNOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, iN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 7D-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 S-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. SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM 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 LUMEN 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. ® -1,4®Ao ®77-r?- x q L�u N rr5 A -S -7b �L`� V N rr' 3 u UJ e Know what's below. Call before you dig. NAOII 368 366 364 362 360 358 356 354 352 350 348 346 344 342 B.C. - N 5"W STA. 9+41.88 C.L. BARBON BECK AVE. _ STA. 12+06.00 C.L. FULHAM ST. 3 1 I 4— 4 4 1 i A INSTALL 368 DISTANCE 11') 358 1724 J O" N 356 364 LF OF 6 In CD �j9� 1 z_J 9®pyo 21.93' I 4 360 I III co CAR No O \ 9♦c�` � U00 -� .� Qa % i V)(f) V) B.C. - N 5"W STA. 9+41.88 C.L. BARBON BECK AVE. _ STA. 12+06.00 C.L. FULHAM ST. 3 1 I 4— 4 4 1 i A INSTALL 368 DISTANCE 11') 358 1724 J O" N 356 364 LF OF 6 354 362 c ' 1 Z 18" RGJ-RCI 352 360 I III � 358 Oi + F N i 356 346 354 _fPA _1 344 352 342 350 ~ M Z 338 346 NN3 344 i OLO 334 342 �� N to cn 332 W oma' c a D 330 �1 � !!a >� �3co MLq f Q >6 Z Zt_O W Z W Ili "IZ W -J — fH It, t a_ 9iO Z p �+aO JN M Uj O¢ Z W1 i—J 0 1Z�W I cin W W cn W I I I PROXIMATE iFINiSHED ADE 0 CENrERIJNE -- I l 1 1 I OXIMATE FINISHED i( t I I � , � 1 i i I i I INV. 18" DAIN j� cn121z fI G' Q �• i GRiI 0 CEP NE U I SECTION SCALE: 1"=40' HORIZONTAL 1"=4' VERTICAL M W r0 to con 6 FULHAN STREET SEE SHEET 7 - -}— Fr 100.00' N89'46'WW 17 Uj\11 J 1\1 i ¢ i I i 1 m 3 1 1 !! 1 u I M 4 I I I 1 1 9 J J !! )- Z O O F- F- F- F- H O tV CV J W J J J J O O m "I, " J J J � ;t+��,1 J J J O m`I O N .� O F- O O M t0 !!. O O O Z�"•� O O 1 0 1 8i O 1 O M> o x '' o !! w I O 1 o Ari ,,� 1 0 1 I al m 1 ,�+�' IZ -J p�j I z -' w rn of , ri v -� J of of vi of Go Go �J ¢ cn `'� 1 M a 0p z v4:�?w M 1 M 1 M =-!`�1 M 1 M Iw M �� 0C> 10 �_ M 11 I J 12 ^ M3 3 Q W J I 5 6r _±I o 7 I 806 r. U Of _Z + N N li M ¢ I r N O O O� Z W d- 1- • g to Q r " M C) O —! O ap W M • `— W M ONO 1 + U Oo ni I + 1¢ '" � + I + 1 + co cc 4: w + o + 1 N W)W N ++ `� 1 �v+• `� 1 o+ F v to jt cn In I c+o I � +FI I Iz cn �cn 3¢¢ cn i ¢ cn W O Wtn U ¢¢ cn cL ¢ ¢ ¢ ¢ ¢ z `� `� cn cn �`' cn P c� O w z o N P c s PC c~is cn 0° c~is ��- l- -- -- -- - _.f �` / M rpi 1 � M V � S89'46'55"E 268.90' 12+00 13+00 14+ S89'46'55"E 280,00' 15+00 16+00 17+00 - —}— SEWER 167.33' N89'4C;'41" — �- - m $" WEIR 23356' N89'46'551W S WER 72.75' N89'46'55'W °r° S8" SEWER 145.00' N89'46'55W 18' DRAIN 17�' S S- ' S58'06'23'W M 2 A 7- T- W Ir __j -- F: 8 WATER ca ♦ PA PA P PA r v 8" WATER .- J �' Z ' 8" WATER O O O p IM O ¢ " of I vi I of i a; t o O z ,v 3 P� o_ ao o I o Icn N 14 �� mz 00 13 Goo "' 22 I 21 N 24 c 25 c 0 26 27 0 1 j 2 0 O 1 M o N mm Go rri o I I ■ �cn ¢m I o I C3 -j o C C>N ' `r m U cn + + d ¢ ¢ a CD MORLEY WAY a z w W) Q Q CUMBRAIN WAY M cn cn cn cn SEE SHEET 7 cn , F rn oo SEE SHEET 8 + + cncn Uj+++ '¢¢ ��cncn L-Acn cn BARBON BECK AVENUE (PRIVATE STREET) (STA. 10+00.00 C.L. TO 20+00.00 C.L.) SCALE: 1" = 40' HORIZONTAL ES78--9-46'' W E-34-8_.6 1 ='1 w........... 0 0 N 20 M N I 11 10 360 368 DISTANCE 11') 358 366 J O" N 356 364 $ 8 rrni 6 354 362 90 00'00" 352 360 o + 350 358 Oi + F N 348 356 346 354 _fPA _1 344 352 342 350 340 348 338 346 336 344 ILM 334 342 Q z l 332 340 330 - -}— Fr 100.00' N89'46'WW 17 Uj\11 J 1\1 i ¢ i I i 1 m 3 1 1 !! 1 u I M 4 I I I 1 1 9 J J !! )- Z O O F- F- F- F- H O tV CV J W J J J J O O m "I, " J J J � ;t+��,1 J J J O m`I O N .� O F- O O M t0 !!. O O O Z�"•� O O 1 0 1 8i O 1 O M> o x '' o !! w I O 1 o Ari ,,� 1 0 1 I al m 1 ,�+�' IZ -J p�j I z -' w rn of , ri v -� J of of vi of Go Go �J ¢ cn `'� 1 M a 0p z v4:�?w M 1 M 1 M =-!`�1 M 1 M Iw M �� 0C> 10 �_ M 11 I J 12 ^ M3 3 Q W J I 5 6r _±I o 7 I 806 r. U Of _Z + N N li M ¢ I r N O O O� Z W d- 1- • g to Q r " M C) O —! O ap W M • `— W M ONO 1 + U Oo ni I + 1¢ '" � + I + 1 + co cc 4: w + o + 1 N W)W N ++ `� 1 �v+• `� 1 o+ F v to jt cn In I c+o I � +FI I Iz cn �cn 3¢¢ cn i ¢ cn W O Wtn U ¢¢ cn cL ¢ ¢ ¢ ¢ ¢ z `� `� cn cn �`' cn P c� O w z o N P c s PC c~is cn 0° c~is ��- l- -- -- -- - _.f �` / M rpi 1 � M V � S89'46'55"E 268.90' 12+00 13+00 14+ S89'46'55"E 280,00' 15+00 16+00 17+00 - —}— SEWER 167.33' N89'4C;'41" — �- - m $" WEIR 23356' N89'46'551W S WER 72.75' N89'46'55'W °r° S8" SEWER 145.00' N89'46'55W 18' DRAIN 17�' S S- ' S58'06'23'W M 2 A 7- T- W Ir __j -- F: 8 WATER ca ♦ PA PA P PA r v 8" WATER .- J �' Z ' 8" WATER O O O p IM O ¢ " of I vi I of i a; t o O z ,v 3 P� o_ ao o I o Icn N 14 �� mz 00 13 Goo "' 22 I 21 N 24 c 25 c 0 26 27 0 1 j 2 0 O 1 M o N mm Go rri o I I ■ �cn ¢m I o I C3 -j o C C>N ' `r m U cn + + d ¢ ¢ a CD MORLEY WAY a z w W) Q Q CUMBRAIN WAY M cn cn cn cn SEE SHEET 7 cn , F rn oo SEE SHEET 8 + + cncn Uj+++ '¢¢ ��cncn L-Acn cn BARBON BECK AVENUE (PRIVATE STREET) (STA. 10+00.00 C.L. TO 20+00.00 C.L.) SCALE: 1" = 40' HORIZONTAL ES78--9-46'' W E-34-8_.6 1 ='1 w........... 0 0 N 20 M N I 11 10 "• BEARING DISTANCE 11') J M I Z F J O" N 1 I ,M, 1 7 $ 8 rrni 6 58.12' o J 90 00'00" m � - V) o + cC 1 + c I Oi + F N I Z -i �C>+ 1 �_ ``'cn _fPA _1 - -}— Fr 100.00' N89'46'WW 17 Uj\11 J 1\1 i ¢ i I i 1 m 3 1 1 !! 1 u I M 4 I I I 1 1 9 J J !! )- Z O O F- F- F- F- H O tV CV J W J J J J O O m "I, " J J J � ;t+��,1 J J J O m`I O N .� O F- O O M t0 !!. O O O Z�"•� O O 1 0 1 8i O 1 O M> o x '' o !! w I O 1 o Ari ,,� 1 0 1 I al m 1 ,�+�' IZ -J p�j I z -' w rn of , ri v -� J of of vi of Go Go �J ¢ cn `'� 1 M a 0p z v4:�?w M 1 M 1 M =-!`�1 M 1 M Iw M �� 0C> 10 �_ M 11 I J 12 ^ M3 3 Q W J I 5 6r _±I o 7 I 806 r. U Of _Z + N N li M ¢ I r N O O O� Z W d- 1- • g to Q r " M C) O —! O ap W M • `— W M ONO 1 + U Oo ni I + 1¢ '" � + I + 1 + co cc 4: w + o + 1 N W)W N ++ `� 1 �v+• `� 1 o+ F v to jt cn In I c+o I � +FI I Iz cn �cn 3¢¢ cn i ¢ cn W O Wtn U ¢¢ cn cL ¢ ¢ ¢ ¢ ¢ z `� `� cn cn �`' cn P c� O w z o N P c s PC c~is cn 0° c~is ��- l- -- -- -- - _.f �` / M rpi 1 � M V � S89'46'55"E 268.90' 12+00 13+00 14+ S89'46'55"E 280,00' 15+00 16+00 17+00 - —}— SEWER 167.33' N89'4C;'41" — �- - m $" WEIR 23356' N89'46'551W S WER 72.75' N89'46'55'W °r° S8" SEWER 145.00' N89'46'55W 18' DRAIN 17�' S S- ' S58'06'23'W M 2 A 7- T- W Ir __j -- F: 8 WATER ca ♦ PA PA P PA r v 8" WATER .- J �' Z ' 8" WATER O O O p IM O ¢ " of I vi I of i a; t o O z ,v 3 P� o_ ao o I o Icn N 14 �� mz 00 13 Goo "' 22 I 21 N 24 c 25 c 0 26 27 0 1 j 2 0 O 1 M o N mm Go rri o I I ■ �cn ¢m I o I C3 -j o C C>N ' `r m U cn + + d ¢ ¢ a CD MORLEY WAY a z w W) Q Q CUMBRAIN WAY M cn cn cn cn SEE SHEET 7 cn , F rn oo SEE SHEET 8 + + cncn Uj+++ '¢¢ ��cncn L-Acn cn BARBON BECK AVENUE (PRIVATE STREET) (STA. 10+00.00 C.L. TO 20+00.00 C.L.) SCALE: 1" = 40' HORIZONTAL ES78--9-46'' W E-34-8_.6 1 ='1 w........... 0 0 N 20 M N I 11 10 "• BEARING DISTANCE °°a I O`' S 22"12'06" E M I Z F W m O" N 39.85' rnU 1 t+ + 7.33' � F �¢F 58.12' m 90 00'00" PA 18+00 Oo 9+00[ 00 N8T39'45"E 20t)KO SEWER 176.6 ' N8947'18"W .0 6" SE 100.00' S8756'41"W rpi f PA �2 " 8 WATER T7 v 14.36' o I OI I co J 16 ^ I 19 18 I 17 p , N O tJ N � + N Go 00 z . w co N N W CL cn cn x -i z � ++ o: I tO SEWER LATERALS UNE BEARING DISTANCE L1 S 22"12'06" E 47.61' L2 N 45.33'59" W 39.85' L3 N 12'51'27' E 40.37' 58.12' 37.00' 90 00'00" EXISTING STORM DRAIN UNE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT EXISTING DRAIN MANHOLE I ILM Q z l I It, t Z �Z OXIMATE FINISHED i( fI G' �• i GRiI 0 CEP NE APPROXIMATE Pi SHED GR E 0 CENTERLINEi } cy�p' ig�• I a• D I 0 ,1 GRADE 0 CEN NE i 1I 04 i 6 - -- - --• -i� - --• -- -- I - ---I,!' --{i - j _� 1}I `I {I t( I I " • d�k • { ---�- • INV \\-INV. • i I I f f INV. 6 SEWER I I i 8 SEWER i" ! i I 1 1 1 I 1 V. 8 .i INV. 8 SEWER I .y I I I i iN 18" DRAIN j I w j W3 w i i 1 cnw ! rn w3 I ; ow3 N M v 3 CI } Now m F " j I t ( O cb 3 o ap � o ao ao 0 ao ao p co ao i co ZZ ' _j Uj Zg Z I Z Z 1�J J >: >: CF -41 Z O U M i I S ^ w r I j) I �1 Z Z¢ ( ^ Zi Z W t> -Go i Z f i Z i 7 ( 1 {i II ' j i`¢wl�i a_ >; » ��1 » M Uj ( » I> ' ww I ! E �j j ' J J J cn J J I i ; W cn J J ww c�iiw J c W W W w ww"T' chis ww l � INSTALL i 100.00 LF -1.00% OF 6" PV9 SEWER 0" iNS LL 233.56 LF OF 8 iPVC SEWER 0 -0.25% i INSTALL 72.75 OF 8" P INSTALL 145.00 I LF 8" PVC - 0� 25% INST 167.33 I " OF 8 P SEWER 0.25% INSTALL 176.69 LF " DF 8 P SEWER 0 II $.25% INSTALL 1 .00 LF 0 11.00% 6" PVC EWER JL— 1 SEWER LATERALS UNE BEARING DISTANCE L1 S 22"12'06" E 47.61' L2 N 45.33'59" W 39.85' L3 N 12'51'27' E 40.37' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 500.00' 22.30' 11.15' 2'33'19" r -_C271 37.00' 58.12' 37.00' 90 00'00" 11+00 12+00 LEGEND: CL CENTERUNE SMH SEWER MANHOLE iNV INVERT SCO SEWER CLEANOUT SO STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EX/EXST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RiGHT OF WAY C&G CURB & GUTTER FOC FACE OF CURB PA PROPERTY UNE FL FLOWLINE T 0•— TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 AND SW -5. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. 13+00 14+00 15+00 16+00 SCALE: 1"=40' HORIZONTAL 1"=4' VERTICAL -- D CONSTRUCT STORM DRAIN PER CITY STANDARDS o CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW-& CONSTRUCT CATCH BASIN TYPE "A' PER C.O.B. STD. D-14. OO CENTERLINE MONUMENT - - - CENTERLINE EXISTING SEWER LINE EXISTING STORM DRAIN UNE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT EXISTING DRAIN MANHOLE NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PiPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS, UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4" iN SiZE, UNLESS OTHERWISE NOTED. SECTION DESIGNATION: SECION LETTER _2 SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES O CONSTRUCT PiPE SADDLE PER C.O.B. STD. DET. D-9. 0 CONSTRUCT TEMPORARY SEWER CLEANOUT WITH UNiT 3 & REMOVE WITH UNiT 6 (NO TEMPORARY SEWER CLEANOUT REQUIRED iF UNiT 6 iS DEVELOPED WITH UNiT 3). OCONTRACTOR TO VERIFY LOCATION & INVERT ELEVATION OF EXISTING SEWER/STORM DRAIN LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 17+00 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 18+00 19+00 20+00 '�.-,S iNcp c�� /v vmrr 0#4L Vrt rfiS A•51 0w"-7 1, 4 SCALE: 1 " = 40' 40' 20' 0' 40' 80' Li q - /0 UQ IT 3 DNLV Know whafs below. 0111 before you dig. 360 358 356 354 352 350 348 346 344 342 340 338 Uj\11TII 3 I � I O N I p Ml O p O p I J N + M � J Q r4 00 0) O N M o W N � N cn I F v cn -� 13 N Izn" I -- 1� N 1�� Go 12 ' M w$ + +N I $ D N + Io: cq Iz+ N 1 M 1 M 1 11 I M cn 23.54' M I M PA cn 00 LO 2206 21 N 0 20 19 M 0 18 I 17Uj 6 100.00 OF 6' SEM' - N8T39'45*E 21+00 I C1 vry N 1 co VI � Ck Z cn� w N I ; m -j $* WATER I Q N a N it PA v) to 28.81' cn to c 0 LO 1 0 I 1 W 1 I { apo I Ni v � m rn 4 I I I ~4 N + 14 I 15 1 =� 1 N 1 g NM = Q cn N N ■ I Z * m 0 I I cocn 5, � i BROCKt.ESBY STREET SEE SHEET 8 20' WIDE STORM GRAIN EASEMENT TO BE DEDICATED WITH FINAL MAP U ` IT I O M J J N ZM O I O O u: 7 W 2 I N I N w h 1 3 1 4 M I pp N W -� . mM N UWj+w N + I+ NQN N W N Q , Q ! Iv damI ¢ 1 Q N � ��z���P� _ � 1cn p J O' O N I p Ml O p O p I II N + J � J J Q r4 00 Z J W N .N J O N M M Go 00 ++ N � N cn W d cn N ■ I Z * m 0 I I cocn 5, � i BROCKt.ESBY STREET SEE SHEET 8 20' WIDE STORM GRAIN EASEMENT TO BE DEDICATED WITH FINAL MAP U ` IT I O M J J N ZM O I O O u: 7 W 2 I N I N w h 1 3 1 4 M I pp N W -� . mM N UWj+w N + I+ NQN N W N Q , Q ! Iv damI ¢ 1 Q N � ��z���P� _ � 1cn p J J O' O N I p Ml O p O p I 1 Z�,� I N + N 1 N I I 1 J Q r4 00 5 vi clot 6 1 �$ tn + t ' N I 1 cn cn cn PA N J J O' O N I N 0 7 I � 8 Ono + N + N I N Icn I S 65'4528' E 59.38' I N 5811'01* E -1 O N 242.50 LF OF 8�S we 589. ,55'E 02 23+00 - �- o 9 - 24+00 Z 242. LF t� 8" SEWER �- -� 25+00 - L7 - —� - S89''46'55" � —CV - + ,- N 26+00 - - — L3 cn 65.89' I S 65'4528' E 59.38' I N 5811'01* E 55.15' PA I 8' WATERPA I -- I m PA w$ i I $ D $ 1 $ I $ 1 $ ! o cn N M 1 M 1 M I M 1 M I M I M cn 00 LO 2206 21 N 0 20 19 M 0 18 I 17Uj 6 V N ! N 1 N I j co I 1 N 1 co VI � Ck Z cn� N N I ; m -j a U) I Q N a N cn to v) to v) to cn to c O O W >w> I { I I Ni v -�JZ w��.. 4 I !� I i N APPROXIMATE APPROXIMA F�IISHED g NM = Q cn N I CENTERLINE I j t wGROUND zow bAHbUN BECK AVENUE (PRIVATE STREET) (STA. 20+00.00 C.L. TO 27+69.12 C.L.) SCALE: 1" = 40' HORIZONTAL 1 O N ZJ 1 9 L4 O cq M M Z h + I � P/L_ ,�3' ' cn cn L3 cn ~ti i.i i i 1 ,-Ail a to J K l % AT w _ '- 8" WATER I I $ I �� 1 rpi I rn O 15 I + 1 o 14 Lo N + d fl- F N cn cncn I / 14.69' ROTATE WYE CONNECTION 1 12 I-1 SEWER CLEANOUT NO. 2 15.29' ROTATE WYE CONNECTION 1 STA. 27+74.12, C.L. 5.00 LT. STA. 27+74.33, SEWER 13.35' ROTATE WYE CONNECTION a, 3 •� �. 336 20+00 21+00 22+00 23+00 24+00 LEGEND: ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SO STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EX/EXST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY C&G CURB & GUTTER FOC FACE OF CURB PA PROPERTY LINE FL FLOWUNE T O.M. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION —s—CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE *A' PER C.O.B. STD. SW -4 AND SW -5. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. SCALE: 1"=40' HORIZONTAL 1"=4' VERTICAL 25+00 26+00 27+00 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE 'A* 28+00 360 358 356 354 352 350 348 346 344 342 340 338 336 SEWER LATERALS UNE BEARING I L1 N 38'06'42" W 36.05' L2 S 30'48'11* W 46.43' L3 S 23'00'34* E 65.89' I S 65'4528' E 59.38' I N 5811'01* E 55.15' I I I m U i ! I � I m I I I I { j 01.29% j co c� I VI � Ck Z cn� tL1 N rn in I ; ` W U7 Go Go cncp N e j ago e � W >w> I { I I -�JZ w��.. 4 I !� I i N APPROXIMATE APPROXIMA F�IISHED g NM = WN Q " I CENTERLINE I j t wGROUND zow pl I� i ( I 1 � I rC) MQ 0 GR E 0 CENTERLINE 1 `. ��} INV. 8* SEWER PER TRACT 7299 MING AVE 3 STR & STORM GRAIN PLA �• i I � 1 I I ! C -- -- — -- --- -- -- ------ I 1�° I I= 3' CLEAR>I CE 8* WATER t 4 INV. 6 SEWER I I j � i INV. 6" SEWER I I I J i 1 tIN o ( ( p I _ INV 8' SEWER ~ E f g I r> $ ui Uj J, I INV. 18* 0 N �+ " to $ 3 w 3 I �+� _ $ 3 w N o 3 o -' i t2 Uj o . *Go'Go t o O M iC I �v �' z l O asWop J 1 1 <J ' 8 r a ; 1�'zI I I i= r ; j _ Myo vtn a wm w'w w I VO ZQ. Q1 M I 4 i 3Q I �.� > j IQ W W I W w La W cn cn > > cn w w cn w cn w i cwi> i,.� w w INSTALL I 100. LF OF 6' tJ SEWER 0 -1.00% INST LL 242.50 ILF OF 8' 0 0. % j INSTALL 242.50 LF OF 8' 0 0.25% INSTALL 100.00 LF 6' SEWER 0 1.00% I s 336 20+00 21+00 22+00 23+00 24+00 LEGEND: ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SO STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EX/EXST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY C&G CURB & GUTTER FOC FACE OF CURB PA PROPERTY LINE FL FLOWUNE T O.M. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION —s—CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE *A' PER C.O.B. STD. SW -4 AND SW -5. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. SCALE: 1"=40' HORIZONTAL 1"=4' VERTICAL 25+00 26+00 27+00 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE 'A* 28+00 360 358 356 354 352 350 348 346 344 342 340 338 336 SEWER LATERALS UNE BEARING DISTANCE L1 N 38'06'42" W 36.05' L2 S 30'48'11* W 46.43' L3 S 23'00'34* E 65.89' L4 S 65'4528' E 59.38' L5 N 5811'01* E 55.15' LINE TABLE LINE BEARING DISTANCE L6 S 89'46'55* E 50.00' L7 S 89'46'55* E 575.00' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 500.00' 22.30' 11.15' 733'19* 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 rA—" SECTION 4 SCALE: 1"=40' HORIZONTAL 1"=4' VERTICAL 368 366 364 362 360 358 356 354 352 350 348 X346 344 342 340 -- D CONSTRUCT STORM DRAIN PER CITY STANDARDS WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. �OFES�fC%> ftd 43' ® ) CONSTRUCT STORM GRAIN 2 ALL PIPE ELEVATIONS SHOWN ARE INVERT ,R, ee NE��FESS �l � MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 & SW -5. ELEVATIONS, UNLESS OTHERWISE NOTED.` 3) ALL SEWER LATERALS SHALL BE 4' IN SIZE,='� CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. °€ o TYPE "A" PER C.O.B. STD. 0-14. �n SECTION DESIGNATION: LU �v m © CENTERLINE MONUMENT cr TE No. V W I T �j 0 6.4 IL Y SECTION LETTER . 19 C1 CENTERLINE EXISTING SEWER LINE 2 �;�� CIVIi• EXISTING STORM STORM DRAIN LINE SHEET WHERE SECTION IS MOWN OF GADO EXISTING SEWER MANHOLE CONSTRUCTION NOTES V a I T L ID -1 07-17--1 q EXISTING SEWER CLEANOUT Q1 CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9. EXISTING DRAIN MANHOLE 0 CONSTRUCT TEMPORARY SEWER CLEANOUT WITH V N ITS S �IL`� UNIT 3 &REMOVE WITH UNIT 6 4 Know what's below. (NO TEMPORARY SEWER CLEANOUT REQUIRED IF J IJP UNIT 6 IS DEVELOPED WITH UNIT 3). Call before you dig. QCONTRACTOR TO VERIFY LOCATION & INVERT ELEVATION SCALE: 1 " = 40' OF EXISTING SEWER/STORM DRAIN LINES BEFORE CONSTRUCTION AND N011FY ENGINEER OF ANY DISCREPANCIES. 40' 20' O' 40' 80' i 7d, P I } Y ! ml t I I I m I i 11 ! I � I m I I OF 18* R J -RCP j 01.29% j co c� I VI � Ck Z cn� tL1 N rn in I ; ` W U7 Go Go cncp N e j ago e � >w> I -�JZ w��.. !� 6! a0 0 N APPROXIMATE FlNISH g NM = WN Q " CENTERLINE �¢cn t wGROUND zow I� i ( I 1 � I rC) ! ��} INV. 8* SEWER PER TRACT 7299 MING AVE 3 STR & STORM GRAIN PLA i I � 1 I I rA—" SECTION 4 SCALE: 1"=40' HORIZONTAL 1"=4' VERTICAL 368 366 364 362 360 358 356 354 352 350 348 X346 344 342 340 -- D CONSTRUCT STORM DRAIN PER CITY STANDARDS WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. �OFES�fC%> ftd 43' ® ) CONSTRUCT STORM GRAIN 2 ALL PIPE ELEVATIONS SHOWN ARE INVERT ,R, ee NE��FESS �l � MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 & SW -5. ELEVATIONS, UNLESS OTHERWISE NOTED.` 3) ALL SEWER LATERALS SHALL BE 4' IN SIZE,='� CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. °€ o TYPE "A" PER C.O.B. STD. 0-14. �n SECTION DESIGNATION: LU �v m © CENTERLINE MONUMENT cr TE No. V W I T �j 0 6.4 IL Y SECTION LETTER . 19 C1 CENTERLINE EXISTING SEWER LINE 2 �;�� CIVIi• EXISTING STORM STORM DRAIN LINE SHEET WHERE SECTION IS MOWN OF GADO EXISTING SEWER MANHOLE CONSTRUCTION NOTES V a I T L ID -1 07-17--1 q EXISTING SEWER CLEANOUT Q1 CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9. EXISTING DRAIN MANHOLE 0 CONSTRUCT TEMPORARY SEWER CLEANOUT WITH V N ITS S �IL`� UNIT 3 &REMOVE WITH UNIT 6 4 Know what's below. (NO TEMPORARY SEWER CLEANOUT REQUIRED IF J IJP UNIT 6 IS DEVELOPED WITH UNIT 3). Call before you dig. QCONTRACTOR TO VERIFY LOCATION & INVERT ELEVATION SCALE: 1 " = 40' OF EXISTING SEWER/STORM DRAIN LINES BEFORE CONSTRUCTION AND N011FY ENGINEER OF ANY DISCREPANCIES. 40' 20' O' 40' 80' i 7d, P U 1\1 IT -r , fi B.C.-N89 46'55"W RAD. STA. 10+00.00 C.L. CUMBRIAN WAY = STA. 9+63.00 C.L. EVERTON AVENUE CUMEEBEE SHEET WAY r I 11 IIS I I I 1`1 _ J ' L � 113 - zz II 13 ��o J 12 1 3 r` J I o r� J 15 I 14 Wm I o � �: 1 I tCO ao —� O g 1 co LO O V O 1—Ca9 O 3 Z Uj La tj> W �i Q O Q 11 6 O �p z� N N ' N I U0 QM Z CJ,••tV N N ,�y,� Z� N Z v J J V N J , � V N -t3 2 - O f t0 LL, _ �WJ fn O LaJ U_ pOp x G) p J CO co I O O p O = d O I 60! , _ N N m QO J p d OD N It> Q to t0 ' O ' z $o z �3 z o o cv I rn v� 1 Zetd ,� _ �+wt%i + 1 m++ + 1 I I a rn d } + + z Q rO v J v) + • + +tn ci +m rn- 0 1 0 N^ 1 ++ a �� w� � CD N v ai Ki v a o: a Q cn '43' d e d PA +a_ m 43'¢d cn 'dd is � vv)izo zcn ia. I I ►¢ *a- vwi cn cn N 8" WAIER cn cn In cin N 8" WATER N r vwi v~i N cn cn N N w - - -- - - - - 4 7 EC. -S89 46'55"E RAD. T STA. 16+29.34 C.L. EVERTON AVENUE _ STA. 10+00.00 C.L. BROCKLESBY STREET ; s+F v> v> 18" DRAT ♦6X 2 " " '_ .14 °Q M N88'54'21"E 228.35' N88'S7'48"E 8" 15+00 IS N89 55 144.12' 8" SEWER =� 218.,35 8 SEWER —14+00 _ _ _ ♦ y'�iy _ S 89 4655" E i 29.27 11 Do; 46 55 E 12+00' 117.i s _ _ 1 � _ _ -" - �`- 199.90' _ _ _ N894655"W 18" DRAIN ♦ 4 DRAIN— — f _- 10+00 - - - - p - D C2 D N87'38 26 E 588'58'28"W 1 " DRAIN 396.62' 79.95 A& 10 18" DRAIN S8946'S5�E 64.23' S88 8'28"W ' °O o II i� x>>, z 'N Z O p O �•iE N Z�N 00 p i w o ^�`-w No 7a P/L ►- m a -a o z to to Joui P/L J \ IO / ►= - - cnz) o,?' z 3 g v a v' Q _ PRIVATE ; 1 j ao M co vW1 + N Z Z z N - LANDSCAPE '� 0 11 N I mw � a - \♦ air I'w3 »» N 0' of 11 �� N;, �- z�r p W 1 vwi �`' z LOT B N 9 + I 10 *, N z � a / �+ 4 p+ a 1 �a 1 rn 10 + v cv �' ,.,$ a 9 0+ \ ►- ao d tog N e N N +� ` o N cn ' cn 111 cn 1 \ N \ / I onHIGHGATE GREENS DRIVE icncn SEE SHEET 6 EVERTON AVENUE (PRIVATE STREET) (STA. 10+00.00 C.L. TO 16+29.34 C.L.) SCALE: 1" = 40' HORIZONTAL 3681368 366 ; , , W -� - 366 364 ! I I I I -� 1 I ' I I 364 INSTALL 31.31 LF OF j s l I I 1 f ( I 8" PVC 362SEWER 362 INST 144.12 LF OF 8" PVC SEWER ® 0.25% 1 INSTALL 211135 LF OF 8" VC SEWER 00.257o INS ALL 228 LF OF 8" VC SEWER 0.25% 1 0.257. 360 360 ' � N W 3 I co to ioaI 'Na to 609 ao $oao to =$oo 'ZZ z d Ii 3358 58I m C4 Z0? 1414 z I <0 s 356 i g+ d 1 _ i d. I 356 > W i I Lc -i+! W j I ( , ( cin a w w j I I I cn w w M chi a �i _j I cn cn�i ,� 354 f ' ' 354 { 1 �• js 1 352 s'o \ �' °�a °A,. �o o\y \ 352 350I '`1 350 I I f CLEARANCE i i t I I i I I 8" WATER i 348 I I I 348 ; , ` INIj 346 __ _ _- _- __ __ -- 346 344 - 344 -- -- -- -- - -- -- I 18" AIN I INVERT 18" DRAI -- ; IN T i8' DRAIN 342 i 1 VERT 24" —I to I I 342 ��� ` i I I I I Z Z s , ? I I i I t 1 I ! 340 i I I 0 , 340 I icy r t i j I S , I I O O O I O O j i I I z 14 z I z' w3cn z wz3 I ; z a3� z N I I ' I W W A a ( W a 1 I W I W 338 I fi i =JNN W =IJN i I I m-, I 338 <ci Jz I �, z_zz j < z_zz ( " �< >: >: z 336 } Q ! 336a s W moo v+o+ t" INSTALL 39.60 K' LE OF I I 334 I N w W cn www INSTAL_ 4.23 LF 24" N w w W I I (n w W RGJ-RCP 0 cFn W 334 INSTALL 138.27 LI 18" RGJ- CP -0. % RGJ- CP 0 0.31% INS ,ALL 396.62 LF OF 18" RGJ-RCP 0.32% 0.43% 332 I f I I I , 1332 9+25 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL LEGEND: ABBREVIATIONS CURVE RADIUS CL CENTERUNE SMH SEWER MANHOLE -- —•—D BROCKLESBY STREET INV INVERT SCO SEWER CLEANOUT 37.00' 58.12' SO STORM DRAIN SDMH STORM DRAIN MANHOLE o SEE SHEET 8 4 22.49 ; I! C3 500.00' JB JUNCTION BOX R/W RIGHT OF WAY '� CONSTRUCT CATCH BASIN TYPE "A" PER COB STD. D-14 C&G CURB & GUTTER FOC FACE OF CURB 37.00' 58.12' PA PROPERTY UNE FL FLOWLINE © CENTERUNE MONUMENT TO M 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION - - - CENTERUNE o 0 EXISTING SEWER UNE S CONSTRUCT SEWER PER CITY STANDARDS - a to o v 5z • � cn n 0 66� 'm r ® CONSTRUCT SEWER CLEANOUT EXISTING DRAIN MANHOLE w� _ JN O I O cV N IN S 01 - >>>.: Z CV 0)Z00 VoV)��� N wWw 4,rW a v ow zp QO cV � ' d 'l 1 Z ' + to r :+a 'a tw— (1) V) cu/) (i (I L� N N 8 0 I -- 'INVERT 18 DRAIN 8" SEWER 4 7 EC. -S89 46'55"E RAD. T STA. 16+29.34 C.L. EVERTON AVENUE _ STA. 10+00.00 C.L. BROCKLESBY STREET ; s+F v> v> 18" DRAT ♦6X 2 " " '_ .14 °Q M N88'54'21"E 228.35' N88'S7'48"E 8" 15+00 IS N89 55 144.12' 8" SEWER =� 218.,35 8 SEWER —14+00 _ _ _ ♦ y'�iy _ S 89 4655" E i 29.27 11 Do; 46 55 E 12+00' 117.i s _ _ 1 � _ _ -" - �`- 199.90' _ _ _ N894655"W 18" DRAIN ♦ 4 DRAIN— — f _- 10+00 - - - - p - D C2 D N87'38 26 E 588'58'28"W 1 " DRAIN 396.62' 79.95 A& 10 18" DRAIN S8946'S5�E 64.23' S88 8'28"W ' °O o II i� x>>, z 'N Z O p O �•iE N Z�N 00 p i w o ^�`-w No 7a P/L ►- m a -a o z to to Joui P/L J \ IO / ►= - - cnz) o,?' z 3 g v a v' Q _ PRIVATE ; 1 j ao M co vW1 + N Z Z z N - LANDSCAPE '� 0 11 N I mw � a - \♦ air I'w3 »» N 0' of 11 �� N;, �- z�r p W 1 vwi �`' z LOT B N 9 + I 10 *, N z � a / �+ 4 p+ a 1 �a 1 rn 10 + v cv �' ,.,$ a 9 0+ \ ►- ao d tog N e N N +� ` o N cn ' cn 111 cn 1 \ N \ / I onHIGHGATE GREENS DRIVE icncn SEE SHEET 6 EVERTON AVENUE (PRIVATE STREET) (STA. 10+00.00 C.L. TO 16+29.34 C.L.) SCALE: 1" = 40' HORIZONTAL 3681368 366 ; , , W -� - 366 364 ! I I I I -� 1 I ' I I 364 INSTALL 31.31 LF OF j s l I I 1 f ( I 8" PVC 362SEWER 362 INST 144.12 LF OF 8" PVC SEWER ® 0.25% 1 INSTALL 211135 LF OF 8" VC SEWER 00.257o INS ALL 228 LF OF 8" VC SEWER 0.25% 1 0.257. 360 360 ' � N W 3 I co to ioaI 'Na to 609 ao $oao to =$oo 'ZZ z d Ii 3358 58I m C4 Z0? 1414 z I <0 s 356 i g+ d 1 _ i d. I 356 > W i I Lc -i+! W j I ( , ( cin a w w j I I I cn w w M chi a �i _j I cn cn�i ,� 354 f ' ' 354 { 1 �• js 1 352 s'o \ �' °�a °A,. �o o\y \ 352 350I '`1 350 I I f CLEARANCE i i t I I i I I 8" WATER i 348 I I I 348 ; , ` INIj 346 __ _ _- _- __ __ -- 346 344 - 344 -- -- -- -- - -- -- I 18" AIN I INVERT 18" DRAI -- ; IN T i8' DRAIN 342 i 1 VERT 24" —I to I I 342 ��� ` i I I I I Z Z s , ? I I i I t 1 I ! 340 i I I 0 , 340 I icy r t i j I S , I I O O O I O O j i I I z 14 z I z' w3cn z wz3 I ; z a3� z N I I ' I W W A a ( W a 1 I W I W 338 I fi i =JNN W =IJN i I I m-, I 338 <ci Jz I �, z_zz j < z_zz ( " �< >: >: z 336 } Q ! 336a s W moo v+o+ t" INSTALL 39.60 K' LE OF I I 334 I N w W cn www INSTAL_ 4.23 LF 24" N w w W I I (n w W RGJ-RCP 0 cFn W 334 INSTALL 138.27 LI 18" RGJ- CP -0. % RGJ- CP 0 0.31% INS ,ALL 396.62 LF OF 18" RGJ-RCP 0.32% 0.43% 332 I f I I I , 1332 9+25 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL LEGEND: ABBREVIATIONS CURVE RADIUS CL CENTERUNE SMH SEWER MANHOLE -- —•—D CONSTRUCT STORM DRAIN PER CITY STANDARDS INV INVERT SCO SEWER CLEANOUT 37.00' 58.12' SO STORM DRAIN SDMH STORM DRAIN MANHOLE o CONSTRUCT STORM DRAIN MH MANHOLE EX/E(ST EXISTING 22.49 MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5. CB CATCH BASIN ELEV ELEVATION C3 500.00' JB JUNCTION BOX R/W RIGHT OF WAY '� CONSTRUCT CATCH BASIN TYPE "A" PER COB STD. D-14 C&G CURB & GUTTER FOC FACE OF CURB 37.00' 58.12' PA PROPERTY UNE FL FLOWLINE © CENTERUNE MONUMENT TO M 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION - - - CENTERUNE o EXISTING SEWER UNE S CONSTRUCT SEWER PER CITY STANDARDS - W EXISTING STORM DRAIN UNE ® CONSTRUCT SEWER MANHOLE n°t° EXISTING SEWER MANHOLE TYPE "A" PER CO.B. STD. SW -4 AND SW -5. n 0 66� 'm EXISTING SEWER CLEANOUT ® CONSTRUCT SEWER CLEANOUT EXISTING DRAIN MANHOLE PER C.O.B. STD. SW -6. JN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS, UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS OTHERWISE NOTED. SECTION DESIGNATION: SECTION LETTER _2 SHEET WA HM SECTION IS SHOWN CONSTRUCTION NOTES Q CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9. CONSTRUCT TEMPORARY SEWER CLEANOUT WITH UNIT 3 & REMOVE WITH UNIT 6 (NO TEMPORARY SEWER CLEANOUT REQUIRED IF UNIT 6 IS DEVELOPED WITH UNIT 3). CONTRACTOR TO VERIFY LOCATION & INVERT ELEVATION OF EXISTING SEWER/STORM DRAIN LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. dL -it-Ad UH I r � U WIL. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 37.00' 58.12' 37.00' 90wQO" C2 500.00' 22.49 11.25 234'38" C3 500.00' 22.49' 11.25' 2'34'38" C4 37.00' 58.12' 37.00' 90'00'OO" LINE TABLE UNE BEARING DISTANCE L1 N 1'01'32" W 22.03' L2 N 45'1 SW E 39.60' L3 N 45'13'05" E 31.31' 362 360 358 356 354 352 350 348 346 344 342 340 338 INST --- 22.03 CP 0 OF 18" �— O Z N c 3 LLJ J _j d' r ' a00 t� U DO DO IN M Z J >zz>f>z� -> W >w a o Z d- W z Z 9i000 ti n°t° c;, LL n 0 66� 'm JN 007 >>>.: zA� l VoV)��� N wWw 4,rW a v ow zp I I 1 f i I 'INVERT 18 DRAIN Oldl i 362 360 358 356 354 352 350 348 346 344 342 340 338 SECTION SCALE: 1"=40' HORIZONTAL 1"=4' VERTICAL 0? -/7-1 ur4 rr5 - SCALE: 1 " 40' 40' 20' 0' 40' 80' aq_14<A'd UNIT 3 oak j Know what's below. Call before you dig. im Oldl u N3 FULHAN STREET SEE SHEET 7 a afW U]\]]T 6 MORLEY WAY :w O �. c o \ `�� `� v~Qi v~ai 39.74 LF _ g SEyyER S87'0923"E °r N �� ` 10+00 --�T EX. FLOWAGE & - - - ,DRAINAGE EASEMENT S 89'46'55" E 231.90 -00 \ tG FZ M �N '% z `� � \ `. P%L a o 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 368 RADIUS LENGTH I 1 1 366 Q OF LF OF 2 500.00' a3 U- W 57.64 LF N I 1� PIPE N 362 01 in v J J J z cq M 1 R -� 360 J ( GU in 358 - LF „�R N . W ton (n IJ_ 0100 /1 I O N 1 1 0 22 N Ln oN9 O 3 0 0) ' 00 +� 23m M z L5rz z W Z Lt. Z ._.I • N N O+ ( •- OS N c0 003to ^ t Q Hi- `_'; o "o I �� c 1 Oi Z °+° Q 1 0.11% �� ¢.� d i NN 1s' p o+I Q V j4 N tp ++ ' N/ 1 P/L FQ-- O W c� cn cn z o ¢ Q o Z o -RCP 0 c A 1 AP N o a G ix 00 �0 � 4+ z 8 ' > -z N N I N 0 CEN N- WQ J -- W -- ' > >> Q, :w O �. c o \ `�� `� v~Qi v~ai 39.74 LF _ g SEyyER S87'0923"E °r N �� ` 10+00 --�T EX. FLOWAGE & - - - ,DRAINAGE EASEMENT S 89'46'55" E 231.90 -00 \ tG FZ M �N '% z `� � \ `. P%L a o 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 �/ ``�.._�-- \� �` `�- _ • Co_-_�ajf .� _� to CO 04 c*4 _TP ` _ 1- -� 1-1 = CD N cx < (j LO CA 00.?_ -4 ;z 1.0 50 WIDE PG&E PIPELINE EASEMENT PER N \ cv Q 1 °a$ DOC. NO. 0203148941 O.R. w ``� ,lb �.�9 a of m . ++ Q 04 - iEX. 10.00 LF`, 1 c~ii o -+ 8" SEWER 1 d S11'48'15"W �`. w cn o LEIGHFIELD WAY (PRIVATE STREET) (STA. 10+00.00 C.L. TO 12+31.90 C.L.) SCALE: 1" = 40' HORIZONTAL 16 lu 1\1 (NOT A PART) tn i E.C.-N89'46'55"W RAD. STA 12+90.02 C.L. LEIGHFIELD WAY = (S STA. 10+00.00 C.L. MORLEY WAY i u >_ o co Oj Of 82= Q Z J ~ M zw3 wv'c73' � rn CO in 1 z w o r_: 00 Oi N II CV O� Z4d' W00 'n mc, O tC M j n J Q O_+ Z C3J>LL: LLJW V �-.N- z J � (3 Q < I�Ap `'' ti F 003, � y N N 0] K5 d-4 p to M. R U J N vv F- N+ , a �� z•-rn 14 368 RADIUS LENGTH Nw Z SEE SHEET 7 Uj Uj W 366 Q OF LF OF 2 500.00' 364 EX. 57.64 LF Z Uj I J J PIPE N 362 #-: 00 21 J , J t i cq M 1 R -� 360 J 00 '00O N 200 r 'n >: 358 - LF „�R N .� 06 1 N 1 N Z _j Vti W W �N, 18" S89'46'55"E t O 3 N 0) Z oO W J 1 " N89'46 55 W D: I W J N ri + I 03 ¢ 0] d d ti N N O J {i t'n O 003to ^ 1-4 N d ti N v 0 Z i� -c CDP CDP 1 0.11% ¢ 77�D: LL'�++ d a Z 1s' ~ Q V o N o i' Wcn z ' N/ N 80 (ER ~ -v' FQ-- O W c� cn cn z o ¢ , I Z o �/ ``�.._�-- \� �` `�- _ • Co_-_�ajf .� _� to CO 04 c*4 _TP ` _ 1- -� 1-1 = CD N cx < (j LO CA 00.?_ -4 ;z 1.0 50 WIDE PG&E PIPELINE EASEMENT PER N \ cv Q 1 °a$ DOC. NO. 0203148941 O.R. w ``� ,lb �.�9 a of m . ++ Q 04 - iEX. 10.00 LF`, 1 c~ii o -+ 8" SEWER 1 d S11'48'15"W �`. w cn o LEIGHFIELD WAY (PRIVATE STREET) (STA. 10+00.00 C.L. TO 12+31.90 C.L.) SCALE: 1" = 40' HORIZONTAL 16 lu 1\1 (NOT A PART) tn i E.C.-N89'46'55"W RAD. STA 12+90.02 C.L. LEIGHFIELD WAY = (S STA. 10+00.00 C.L. MORLEY WAY i u >_ o co Oj Of 82= Q Z J ~ M zw3 wv'c73' � rn CO in 1 z w o r_: 00 Oi N II CV O� Z4d' W00 'n mc, O tC M j n J Q O_+ Z C3J>LL: LLJW V �-.N- z J � (3 Q < I�Ap `'' ti F 003, � y N N 0] K5 d-4 p to M. R U J N vv F- N+ , a �� z•-rn 14 %)%)I- 9+00 32 9+00 10+00 11+00 SCALE: 1" = 40' HORIZONTAL 1"=4' VERTICAL 12+00 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 20 -g WAIM I U 1\1 17 i i EVERTON AVENUE SEE SHEET 5 0 M 4: V ` in m OS cn 2 a N v c~ii N m to to� v a D ; m cn 00 o0 c'ii L v + co --j J _ m 1 ¢ r g� m N i oW c -v cn cn z in EVERTON AVENUE SEE SHEET 5 368 RADIUS LENGTH Nw Z EXISTING Uj Uj W 366 Q OF LF OF 2 500.00' 364 EX. 57.64 LF Z Uj I J J PIPE N 362 I STALL CP 0 1 t i I R -� 360 V)cn INSTALL 165.21 LF OF 24 RGJ-R �-- 358 - LF „�R 62.58 LF OF 18" UJ 354 A � 18" S89'46'55"E 17.00' yJ O 352 ,!:2 -- L4 �a " N89'46 55 W ,N RCDP - 350 2 18" n 28.16' INSTALL EXISTING DRAIN MANHOLE 1-4 N d 0 Z N M d I 0.11% ¢ o' " I ¢ W J Z 1s' Q J J ' V o J o i' Wcn z IU1 W3cn I, wLad I z I I , I R -RCP 0 c A 1 AP •� �, o a N 00 N �_zI.- 4+ z z ' > -z I N I N 0 CEN I WQ J 8.63% ' > >> Q, »> zzz � I I ' 3 6 I E i Z Z 1nS I +� N ' N 6j Z zlzccm CV 00 �m F { 0 SEWER 1 I i y { ( o 00 OW > I �¢�'i�� 1 I � XQ W j�J w w I � 2ZQ r 1 I 1 I to w W W N w W w i t t o >>> in o_X uj N 1 ; I zO3z N �'z INV. 18 I DRAIN I *CL.EARA I CE = 0.G8' t �j���zzz I I - Dov N (n I I 0 { X® o ooto;0 •- � paw , •- a; .� W 00 00 ew V N GR CENTENR W F-- 0 Z N LLJ 0» Z j j 0 >>> 4 a Z I Z _ZZ PrJ r .3 Z J �wo O Z Z O O = �� I Q " g zzz O" z _z _, eF D i co X¢t>�ilw WOF Q t ZZ� t Qd� O" Nd Oq d� d I Nes 0^ O Z W W J W W avcn 1 f - tJ , V) W W o+ W m+ ,yD:'- N~ +r 1 EX. 10 LF OF 8" PVC E)L PLUG IN SECTION LI" OF 8" SEWER -c SEWER 0 0.25% I 0.25% CONNECT I TO EXIS NG SEWER i TUB N¢www vNiw wN - NISI APPROXIMATE F1 IHiED EX. INV 8" N � W W E 0 CEN UNE '- -- i SEWER { �0� EX. INV 8" I 1LI -- ---'--- ------ I � I ' SEWERL _ I ; I { 1 EX. INV. 24" DR NJ j 3 INV. 24j DRAIN INV. 24" I DRAIN I ( , � � � I m I I I00 O to I Za $iP M 00 N 3� Z . 00 a g i v W i 0 00 a o0 _ZZ " X W FWD NOM ( _j z� INV. 8" WATER oo A F- LLI ( _^'- a A t I i I M W > W S` A -- j I >LL.: O z mm ` I¢ X W W �0 W W EX 10 LF OF 8 { { I INSTALL i 214.1 LF OF 8"1 PVC SEWER 00-25% 1 1 PVC SEWER 0 0.25% LA IN 18" i I I }} f p(• RAIN „ I INV. 18 N " INV. 18" D AIN I INV. 18 p( N f Val � } REMOVE EX. PLUG& I ^' 1 i N W I "C�INECTfTO N WIN ,�� _ I d � 0 ; EXISTING 8 DRAINS B o 800 1100 0D 3 0. a 00 wv z W zzz`✓) dal , ( W z I 1 o I ( o -aro -_�- I Z Nr m+ �+ ' I vwi > I ; i I iii' » w'w w w' > w I I ILL i cn > w { INSTALL 139.74 LF OF 8 PVC SEWER ® 0.25% I INSTAL156.44 OF 8 PV � SEWER 0 .25% I 4 t ( %)%)I- 9+00 32 9+00 10+00 11+00 SCALE: 1" = 40' HORIZONTAL 1"=4' VERTICAL 12+00 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 20 -g WAIM I U 1\1 17 i i EVERTON AVENUE SEE SHEET 5 0 M 4: V ` in m OS cn 2 a N v c~ii N m to to� v a D ; m cn 00 o0 c'ii L v + co --j J _ m 1 ¢ r g� m N i oW c -v cn cn z in EVERTON AVENUE SEE SHEET 5 sas 346 HIGHGATE GREENS DRIVE J" (PRIVATE STREET) � � _ 342 (STA. 10+00.00 C.L. TO 12+31.90 C.L) SCALE: 1' = 40' HORIZONTAL _ . _ 368 RADIUS LENGTH Nw Z DELTA Uj Uj W 366 Q OF LF OF 2 500.00' 364 EX. 57.64 LF Z Uj I J J PIPE N 362 t-0,18%1 RGJ CP 0 1 t i I R -� 360 V)cn INSTALL 165.21 LF OF 24 RGJ-R �-- 358 - 356 - - - CENTERLINE EXISTING SEWER LINE L2 UJ 354 A � 18" S89'46'55"E 17.00' yJ O 352 ,!:2 -- L4 �a " N89'46 55 W ,N ! f - 350 2 18" n 28.16' sas 346 HIGHGATE GREENS DRIVE J" (PRIVATE STREET) � � _ 342 (STA. 10+00.00 C.L. TO 12+31.90 C.L) SCALE: 1' = 40' HORIZONTAL _ . _ 14+00 15+00 16+00 SCALE: 1" = 40' HORIZONTAL 1"=4' VERTICAL CURVE RADIUS LENGTH LEGEND: DELTA 1 37.00' 17.00 OF LF OF 2 500.00' 69.36' EX. 57.64 LF OF 24" I ; PIPE " I t-0,18%1 RGJ CP 0 1 t i I R -RCP 0 0.17% HN2 3zc'`n' INSTALL 165.21 LF OF 24 RGJ-R Cp 0 0.1 17.00' 39.75' - .13% - - - CENTERLINE EXISTING SEWER LINE L2 � f ( L3 18" S89'46'55"E 17.00' yJ O I - EXISTING STORM DRAIN LINE L4 18 " " N89'46 55 W 27.00 ! f 4 EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT L5 18" S64'46'56"E 28.16' ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. EXISTING DRAIN MANHOLE 1-4 N d J N M d I w = ¢ o' " I ¢ W J Z F J Q J J ' V o J o i' Wcn z IU1 W3cn I, wLad I z I I , I ,0tt§Am't" c A 1 AP •� �, o a N 00 N �_zI.- 1 I z ' > -z I a Q I N 0 CEN I WQ J a ' > >> Q, »> zzz � I I ' 3 6 I E i Z Z 1nS +� �Io ' 0 SEWER 1 y { ( NV. 8" SEW�R I �¢�'i�� I I � XQ W j�J w w I � r 1 I 1 I to w W W N w W w i t t 1 I! 1 ( t t 1 ; I INV. 18 I DRAIN I *CL.EARA I CE = 0.G8' t m ��tON I i NC 4 � (n I { X® Oto OD d- 1100a i 3 W 00 00 O F-- J GR CENTENR NE 0» I� �_�Z 0 >>> N W I Z _ZZ (/1� FW 00 J _� Z O 1 { Q " N x p O 03- - I O ( Z _, _ d n th co 0000 t {{Wj, t}4 >WO j d Nes 0^ O Z I I 18' DRAIN REFER TOREMOVE 1 f , V) W W WUN W ,yD:'- N~ W 1 EX. 10 LF OF 8" PVC E)L PLUG IN SECTION LI" OF 8" SEWER SEWER 0 0.25% I 0.25% CONNECT I TO EXIS NG SEWER i TUB - EX. INV 8" - -- '- -- SEWER EX. INV 8" 1LI -- ---'--- ------ I � I ' SEWERL _ I ; I { 1 EX. INV. 24" DR NJ j 3 INV. 24j DRAIN INV. 24" I DRAIN I ( , � � � I m I I I00 O to I Za $iP M 00 N 3� Z . 00 a g i v W i 0 00 a o0 _ZZ " X W FWD NOM ( _j z� oo A F- LLI ( _^'- a A t I i I M W > W S` A -- j I >LL.: O z mm ` I¢ X W W �0 W W EX 10 LF OF 8 { { I INSTALL i 214.1 LF OF 8"1 PVC SEWER 00-25% 1 1 PVC SEWER 0 0.25% I }} f 14+00 15+00 16+00 SCALE: 1" = 40' HORIZONTAL 1"=4' VERTICAL 340 368 338 366 336 364 362 360 358 356 354 352 t 350 348 346 344 342 - 340 338 336 334 332 330 17+00 17+50 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE 'A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS, UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4' IN SIZE, UNLESS OTHERWISE NOTED. SECTION DESIOAATION: SECTIA LETTER _2 SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES Q CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9. 4 CONSTRUCT TEMPORARY SEWER CLEANOUT WITH UNIT 3 & REMOVE WITH UNIT 6 (NO TEMPORARY SEWER CLEANOUT REQUIRED IF UNIT 6 IS DEVELOPED WITH UNIT 3). OCONTRACTOR TO VERIFY LOCATION & INVERT ELEVATION OF EXISTING SEWER/STORM DRAIN LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CURVE RADIUS LENGTH LEGEND: DELTA 1 37.00' 17.00 OF ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE -- 0 CONSTRUCT STORM MAIN PER CITY STANDARDS 500.00' 69.36' LENGTH INV INVERT SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EX/EXST EXISTING CB CATCH BASIN ELFV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY C&G CURB & GUTTER FOC FACE OF CURB o CONSTRUCT STORM DRAIN MANHOLE TYPE "A' PER C.O.B. STD. SW -4 & SW -5. "�' TYPE * P CACI BARN TYPE "A' PER C.O.B. STD. D-14. RGJ; PIPE TABLE PIPE SIZE BEARING t-0,18%1 RGJ- CP0 3Z ' I t i I PA PROPERTY UNE FL FLOWLINE © CENTERLINE MONUMENT HN2 3zc'`n' � L1 18" S00'13'05"W 17.00' 39.75' - T p,M, 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION --�""� - - - CENTERLINE EXISTING SEWER LINE L2 24" S00'13'05"W L3 18" S89'46'55"E 17.00' yJ O S CONSTRUCT SEWER PER CITY STANDARDS - - EXISTING STORM DRAIN LINE L4 18 " " N89'46 55 W 27.00 -! ® CONSTRUCT SEWER MANHOLE TYPE 'A" PER C.O.B. STD. SW -4 AND SW -5. EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT L5 18" S64'46'56"E 28.16' ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. EXISTING DRAIN MANHOLE 340 368 338 366 336 364 362 360 358 356 354 352 t 350 348 346 344 342 - 340 338 336 334 332 330 17+00 17+50 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE 'A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS, UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4' IN SIZE, UNLESS OTHERWISE NOTED. SECTION DESIOAATION: SECTIA LETTER _2 SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES Q CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9. 4 CONSTRUCT TEMPORARY SEWER CLEANOUT WITH UNIT 3 & REMOVE WITH UNIT 6 (NO TEMPORARY SEWER CLEANOUT REQUIRED IF UNIT 6 IS DEVELOPED WITH UNIT 3). OCONTRACTOR TO VERIFY LOCATION & INVERT ELEVATION OF EXISTING SEWER/STORM DRAIN LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. rA_'� SECTION 1,6 SCALE: 1"=40' HORIZONTAL 1"=4' VERTICAL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 37.00' 17.00 OF I I 500.00' 69.36' 18" RGJ--RCP 7'56'52" 1 RGJ; RCP OF i8" I t-0,18%1 RGJ- CP0 3Z ' I t i I MN ND 9 CEN1 HN2 3zc'`n' � j _ M >0 i N Nw C4 a - O zoz J cn I 03 1 11 W J N yJ O O _j 00 r oZ vZZ r -! z z _W �" 7 Q as" �" o_fall cn .- p 1-4 N d J N M d o M ¢ o' " I ¢ W J Z F J Q J J ' V _c OW wcnw wLad I 00 I I , I ,0tt§Am't" c A 1 AP OX. I �Q� �_zI.- FINISHED t�$ADE REMOVE U W I N 0 CEN NE WQ J I O TO t � I I ' 3 6 I E i I 8' SEWER � ' INV. 8 SEWER 1 y { NV. 8" SEW�R I I � i I � r 1 I 1 INV. 18' BRAIN ; t t 1 I! 1 ! t 1 rA_'� SECTION 1,6 SCALE: 1"=40' HORIZONTAL 1"=4' VERTICAL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 37.00' 58.12' 37.00' 90'00'00" C2 500.00' 69.36' 34.73' 7'56'52" k)W-T b 000 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 370 368 368 366 366 364 364 362 362 360 360 358 358 356 356 354 354 352 352 350 350 348 348 346 346 344 344 342 342 340 340 338 338 336 i INS I I I 1 i ' LF OF INSTALL I 1 RGJ; RCP OF i8" t-0,18%1 RGJ- CP0 3Z t i GR ND 9 CEN1 ERLINE I _ W N Nw C4 a O zoz J cn d[3 3 04 00 N yJ O d• " OO d' N N 00 r s N 00 r- -! \ � dWU Z �� J N M d o M ¢ o' " wq 0- 1toZ V ' IIII Oi �. I 00 M CAJIM i ,0tt§Am't" A =+'A -c wccnW I �Q� �_zI.- REMOVE U W N W w W W (4 WQ J CONNECT TO t � I I EX. INV. ' 3 I I E i I 8' SEWER INV. 8 SEWER y { I I � i o ! WATER 1 INV. 18' DR AIN t I * 1 t I INV. 18 I DRAIN I *CL.EARA I CE = 0.G8' t m ��tON I i NC 4 � (n I rB SECTION 6 SCALE: 1"=40' HORIZONTAL 1"=4' VERTICAL I I ( I i I 1 O�. t i GR ND 9 CEN1 ERLINE _ t i I � ' IIII i 4 i I t I REMOVE EX LUG if CONNECT TO 37 SEWER I EX. INV. ' 3 •- 1 I 8' SEWER INV. 8 SEWER y { o ! ? INV. 18' DR AIN t I I N Q�46 ;z cn m ��tON ^ i NC J 3 W (n I { a s Oto OD d- 1100a i 3 W 00 00 O F-- J O00 0» I� �_�Z 0 >>> N W I Z _ZZ (/1� FW 00 J _� Z O 1 { Q " N x p O 03- - I O ( Z _, _ d n th co 0000 t {{Wj, t}4 >WO �± d Nes 0^ O Z I U3 V) W W WUN W ,yD:'- N~ W 1 EX. 10 LF OF 8" PVC IN ALL 92.61 LI" OF 8" SEWER SEWER 0 0.25% 0.25% IPVC d<f -10 - '0 0? -17.1? tyN rr 3 op,Ly vr11T5 4- S-� ©LuL� 3 -C 1, iz SCALE: 1 " = 40' 40' 20' 0' 40' 80' 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 Know what`s below. Cal before you dig. 00 1\1 J 1 I 2 I 3. EX. FLOWAGEwn� 7 & DRAINAGE z w I I z EASEMENT I•= u I J Q /� li �=Oii _j I J m J / 4 / iv � = 1 OD or� I" oaUo M I M I vo 7LLI Go z C9 06c. 1 o �v}0 oar z$� o I ci + - � ! �¢ I rn o+ I I I rnr LLI Wv Q m 40 M 1 /de J / V V 00 O �� ` cO N0013'05"_E 1206.00' - 11+00 _ ( - _ - e` i' +o 1— s S t) Ct � 0 S013 05"W 8" SEWER 135.64' 100.00' o SO -13' S 6" SEWER F F 5 C1 PA ` 8" WATER w L0 LLI / �tnW I 31 ao IN1�-- -- - Uiir co 23 iZJ 24 040: I t / z1 I Q = o i- � Iz / O - �+' zea ao I + + a . . �5' PA 6 oo P w w o 9 / d o n 6 -- -- -- ----13 Q Q -- -- 'v + N / + / rn o 18'18' m r i FQ_ F 30'1130' Q Qr 30' 30' 1 I rn cn rn cn LEIGHFiELD WAYBARBON BECK AVENUE SEE SHEET 6 CHL H A N STREET SEESHEET 3 LINE TABLE LINE BEARING DISTANCE L1 N 46'22'34" W 48.41' 364 362 360 358 356 354 352 350 348 46 (PRIVATE STREET) (STA. 10+00.00 C.L. TO 12+06.00 C.L.) SCALE: 1" = 40' HORIZONTAL I I BARBON BECK AVENUE SEE SHEET 6 TANGENT ��a 100.001LF OF 6" PVC SEWER 30' 130, I co INSTALL 135.641 P' LF OF 8" RVC VC SEWER 0.25% 1 { 19 / ,dtD o °0 z 3 II I Z�' p CD "> jtcq I 5 PA cic rn - 18" DRAIN UNLESS OTHERWISE NOTED. 1 ra cn c' 18" DRAIN �`' 8 1 M -- -- -- CENTERLINE MONUMENT 30' 30' SECTION DESIGNATION: SEC110N LETUX 2} on Q } NCC Z W Oi Z L Q ( N Z� I z ( m N 1 O OD OD SHEET WHERE SECTION IS SHOWN ci ( O " COcc I EXISTING SEWER CLEANOUT ' N O d iC » � � Z Z C1 I" L_ CONSTRUCT TEMPORARY SEWER CLEANOUT WITH wo � > �, UNIT 3 & REMOVE WITH UNIT 6 > J O 4 (NO TEMPORARY SEWER CLEANOUT REQUIRED IF { Od - L_-- ----4--- O -- 4 APP XIMATE ASHED -� + GR E 0 CEN LINE OF EXISTING SEWER/STORM DRAIN LINES BEFORE I CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. + 04 n IIw� 3 ww (� I i INV.6 SEWER U U m 9 OWC 3QWLai � � po 13 r w 8" WATER 8 to " I C4 04 - w - �PA Q - w _ _ - co 14 I z¢d o I i i Z 50W 6" SEWER 139.82' } APPFROXIMATE Fl (SHED GRADE® cm -n RUNE 12+00 - - —� 11+00 I NOO13'05"E243243 00' I INV. 8" SEWER eo 0 I Iv s" 1 10 3 9+50 10+00 11+00 SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL Room 364 362 360 358 356 I 354 352 350 348 346 12+00 12+25 CL CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SO STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EX/EXST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY C&G CURB & GUTTER FOC FACE OF CURB PA PROPERTY LINE FL FLOWLINE Thr TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION —s—CONSTRUCT SEWER PER CITY STANDARDS is CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SIN -5. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. o:C1 93 co o I M I M I I o I I I I = I 6_j o I F I F I 7 u, S co 66 N I 16 N I N 15 I 00 NO I I I •-- II II I N N 1 1 I CURVE TABLE LEIGHFIELD WAY BARBON BECK AVENUE SEE SHEET 6 TANGENT ��a q a I 18' 18' >- 3 30' 130, I co 3 w 7' SEE SHEET 3 I T5' w _j 3 I OUj 19 / ,dtD o °0 z 3 II I Z�' p CD "> jtcq I 5 PA cic rn - 18" DRAIN UNLESS OTHERWISE NOTED. 1 ra cn c' 18" DRAIN �`' 8 1 M o:C1 93 co o I M I M I I o I I I I = I 6_j o I F I F I 7 u, S co 66 N I 16 N I N 15 I 00 NO I I I •-- II II I N N 1 1 I CURVE TABLE CURVE BARBON BECK AVENUE LENGTH TANGENT I DELTA 1\1 ITI 58.12' 37.00' 6al1 CONSTRUCT STORM DRAIN SEE SHEET 3 I T5' j °� s 3 ELEVATIONS, UNLESS OTHERWISE NOTED. v► z 3 II I 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, w z I CONSTRUCT CATCH BASIN 40DI UNLESS OTHERWISE NOTED. 18' 18' TYPE "A" PER C.O.B. STD. D-14. �`' 8 --- -- -- ---f--- -- -- -- CENTERLINE MONUMENT 30' 30' SECTION DESIGNATION: SEC110N LETUX 2} on Q I - - - Oi Z L Q II 3m I z U N rr s 4.5 .1 EXISTING STORM DRAIN LINE SHEET WHERE SECTION IS SHOWN ci `r'S 4+3'aw>: CONSTRUCTION NOTES >-Z 20 1 EXISTING SEWER CLEANOUT ' N 27 C1 I" L_ CONSTRUCT TEMPORARY SEWER CLEANOUT WITH wo � 0 UNIT 3 & REMOVE WITH UNIT 6 (NO TEMPORARY SEWER CLEANOUT REQUIRED IF ---�--- L_-- ----4--- -- 4 APP XIMATE ASHED -� + GR E 0 CEN LINE OF EXISTING SEWER/STORM DRAIN LINES BEFORE I CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. + I ' PA i INV.6 SEWER U U m 9 1 cn po m 13 r w 8" WATER 8 to " I C4 04 - w - �PA Q - w _ _ - co 14 I z¢d o I i i Z 50W 6" SEWER 139.82' 00 12+00 - - —� 11+00 NOO13'05"E243243 00' I eo 0 1 10 o I o:C1 93 co o I M I M I I o I I I I = I 6_j o I F I F I 7 u, S co 66 N I 16 N I N 15 I 00 NO I I I •-- II II I N N 1 1 I CURVE TABLE CURVE RADIUS LENGTH TANGENT I DELTA C1 37.00' 58.12' 37.00' 90'00'00" 364 362 360 358 356 354 352 350 348 346 MQRLEY WAY (PRIVATE STREET) (STA. 10+00.00 C.L. TO 12+43.00 C.L.) SCALE: 1" = 40' HORIZONTAL 9+50 10+00 SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" 364 362 360 358 356 354 352 1 i 350 348 346 11+00 11+25 PjL I --- I I' PA 11 1 N 41 I z 14 I I Z 3 I 5' °O' 18' N 1 18' 30' 30' - BARBON BECK AVENUE SEE SHEET 3 06-14- ow 171417 6 b V4 Lj -024 V 14 I -r 3 0 -- D CONSTRUCT STORM DRAIN PER CITY STANDARDS WITH 3.5' OPENINGS PER C.O.B. STD. D-14 �" , I I I INS TALL 1,39.8� LE OF " CONSTRUCT STORM DRAIN j °� s MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5. ELEVATIONS, UNLESS OTHERWISE NOTED. o "� z 3 II 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, iL \P n o to CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. F CAU��4� TYPE "A" PER C.O.B. STD. D-14. J Z Z O CENTERLINE MONUMENT SECTION DESIGNATION: SEC110N LETUX 2} on - - - Oi Z L Q EXISTING SEWER LINE W U N rr s 4.5 .1 EXISTING STORM DRAIN LINE SHEET WHERE SECTION IS SHOWN 4 x ci `r'S 4+3'aw>: CONSTRUCTION NOTES EXISTING SEWER CLEANOUT 41 CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9. EXISTING DRAIN MANHOLE Q CONSTRUCT TEMPORARY SEWER CLEANOUT WITH r UNIT 3 & REMOVE WITH UNIT 6 (NO TEMPORARY SEWER CLEANOUT REQUIRED IF ---�--- L_-- ----4--- -- 4 APP XIMATE ASHED OCONTRACTOR TO VERIFY LOCATION & INVERT ELEVATION GR E 0 CEN LINE OF EXISTING SEWER/STORM DRAIN LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. I ' i INV.6 SEWER I 9+50 10+00 SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" 364 362 360 358 356 354 352 1 i 350 348 346 11+00 11+25 PjL I --- I I' PA 11 1 N 41 I z 14 I I Z 3 I 5' °O' 18' N 1 18' 30' 30' - BARBON BECK AVENUE SEE SHEET 3 06-14- ow 171417 6 b V4 Lj -024 V 14 I -r 3 0 -- D CONSTRUCT STORM DRAIN PER CITY STANDARDS WITH 3.5' OPENINGS PER C.O.B. STD. D-14 �" , UNLESS OTHERWISE NOTED. Ifo.6 ® CONSTRUCT STORM DRAIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT °� s MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5. ELEVATIONS, UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, iL \P CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. F CAU��4� TYPE "A" PER C.O.B. STD. D-14. O CENTERLINE MONUMENT SECTION DESIGNATION: SEC110N LETUX 67-17-11 - - - CENTERLINE L EXISTING SEWER LINE - - - -q 2 U N rr s 4.5 .1 EXISTING STORM DRAIN LINE SHEET WHERE SECTION IS SHOWN 4 x EXISTING SEWER MANHOLE CONSTRUCTION NOTES EXISTING SEWER CLEANOUT 41 CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9. EXISTING DRAIN MANHOLE Q CONSTRUCT TEMPORARY SEWER CLEANOUT WITH r UNIT 3 & REMOVE WITH UNIT 6 (NO TEMPORARY SEWER CLEANOUT REQUIRED IF UNIT 6 IS DEVELOPED WITH UNIT 3). OCONTRACTOR TO VERIFY LOCATION & INVERT ELEVATION OF EXISTING SEWER/STORM DRAIN LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. SCALE: 1 " = 40' 40' 20' 0' 40' 80' Know whafs below. Call before you dig. 1 i U 1\1 IT, 3 BARBON BECK AVENUE SEE SHEET 3 I � f 1R' i 1R' I 13 EVERTCN AVENUE w BARBA BECK AVENUE SEE SHEET 5 SEE SHEET 3 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 37.00' 58.12' 37.00' 90'x'00" 30' 30' d --- 31.31 -- -- 31.31' L5 3 39.60' o d 18' DRAIN (L2) 40.95' , NOO"13'05"E 18" DRAIN44— Q myy o o M .= I OF 8- SEWER 0,2% � W`' • � � N 262.00' Z % % KMU-247:86 8" IS R 00.`6% OF ( I I o+ o < CD Im <Q 8' WATER �---- - - 8' SEWER (L4) _ cn cn ' 1+00 - 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION _0 5' - - z_ N -12+00----- 358 o00 cn m �� S_ CONSTRUCT SEWER PER CITY STANDARDS ac6c6 SHEET WHERE SEC11ON IS SHOWN 12' - - N N - LO - �— - / lu)u) 18' DRAIN (L3) 3 W Z - N 1 ~� N00"13'05"E 324 �'. / I jj I SCALE: 1 " = 40' oD I cnlw OD to OD EXISTING DRAIN MANHOLE i • • a a DD QD 00 W - 1} f BROCKLESBY STREET N00"13'05"E 8" SEWER I 247.86' (PRIVATE STREET) Z CITY RECORDS NO: (STA. 10+00.00 C.L. TO 12+43.00 C.L.) I I 0 0 0 W ZIZ Z SCALE: 1" = 40' HORIZONTAL V > a j Qo j I co I 352 { O Z• M�� In W J Z 11 350 P/l I I+� v^- Q t0 p - ni, INTERSECTION .C.-NOO 3'05"E RAD. j g ' o 8" -- --w 348 w 8' WATER �\ J W 5' Z STA. 9+41.88 C.L. CUMBRIAN WAY = ir- SEWER (L1) » �� Uj + i Z Z IaoI� N __j-.j__j— STA. 10+00.00 C.L. EVERTON AVENUE cWW LiiQWW z Uj > 11. a z 344 - • m sem, i 'o I ss� N W W — - za �, 342 z-'cnc - — — { Zm4 AP ,f _ - — APP az I GRAM I I tO 340 :5 ' cSj s�� GRADE �'� RUNE f W� 'n O m m 15 22 �- O Q O o •M I ], 3 ' ;� I I cc m m -� �9 � 6.5 MW I +� CLEARANCE` 8' WATER]---� 1* �;- -- 336 Z J 3 J I J J •� 1 (Z i 3 I � 8' WATER = 9+25 10+00 J IN N 00 I INT+: 8' SEMI? I T 5 co od-r.� doom II o0W - --------- N cuwn m I 18' �Z 18' I Oc�rn 12' 18' I z Q • �---m rn w-= o o-- o Ni -- -- -- -- - 30' - - 30' 0!? co 4 30 30' __ 1 RAI g++'dd ,� rn cn +'c C1 I INV 18" DRAIN co { w M++ �' - `r 5 I p -- '- 5d� z vWi cn w OD0D ZJ»� V ZZ o INI z c I Q W Z N a J jj �! �� r 1 'bD$D I I aD• I I _— co 00 EVERTCN AVENUE w BARBA BECK AVENUE SEE SHEET 5 SEE SHEET 3 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 37.00' 58.12' 37.00' 90'x'00" 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 CUMBRIAN WAY (PRIVATE STREET) (STA. 10+00.00 C.L. TO 12+43.00 C.L.) Thi—--�-- SCALE: 1" = 40' HORIZONTAL I INSTAL AVENUE i SEE SHEET 5 SHEET 4 31.31' WL v+ 18' 18' J1\1 , 39.60' r J 30' 30' d --- 31.31 -- -- 31.31' L5 q 39.60' L6 _ 40.95' , illi iLO Q Q04 +mo0 O.' Q myy o o M .= I OF 8- SEWER 0,2% � W`' • � � N 360 Z % % KMU-247:86 8" IS R 00.`6% OF ( I I o+ o < CD Im <Q 8' WATER z. 8' SEWER (L4) _ cn cn ' w 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION _0 5' _00 _c) z_ N C4 P/L 358 o00 13 S_ CONSTRUCT SEWER PER CITY STANDARDS ac6c6 SHEET WHERE SEC11ON IS SHOWN 12' ++< 7 6 00 N N o +� LO -- -- -- / lu)u) i tP 3 W Z N N 1 ~� a a oD CO i / I jj I SCALE: 1 " = 40' oD I cnlw OD to OD EXISTING DRAIN MANHOLE i • • a a DD QD 00 W - 1} f BROCKLESBY STREET ' !f I J , Z (PRIVATE STREET) Z CITY RECORDS NO: (STA. 10+00.00 C.L. TO 12+43.00 C.L.) I I W ZIZ Z SCALE: 1" = 40' HORIZONTAL V > a j Qo j I co I 352 { O Z• M�� In W J Z 11 350 I I+� v^- Q t0 p - - j ;\ fiM Z, Z-7 348 MMM J J W ir- » + i Z Z �s� N __j-.j__j— cWW LiiQWW j > } W 344 sem, i 'o I ss� N W W — - �, 342 - — — { AP ,f _ - — APP XIMATE FINISHED I GRAM I I 340 cSj s�� GRADE 0 CENT RUNE f j * 5.5 " •s ], 338 6.5 I ! CLEARANCE` 8' WATER]---� 1* 336 �� I I •� � i i I � 8' WATER 1 9+25 10+00 IN ; INT+: 8' SEMI? . 8" SE - --------- - - - i 8" SEWE it - - - -- __ 1 RAI z J -------I---- I INV 18" DRAIN co { I bJ �� M W I p -- '- i z w OD0D ZJ»� V ZZ o INI _z__ ( I Q W Z N a J jj I 1 z r o 'bD$D I 2 �z Y co 00 ¢ Z Z , ? .D• I ( J tJ ©©© 20D 10 Q� LU Ia z -- to et M M f > d� > Ili '' i VIII 0' rn ZZ � CC i I I ( m �+ WW Ltj d itn INSTALL 9.60 i , I I � J �'Lq i •} + M M E(KY� OQ W�W I I to W WWI I I RGJ-RC ® N WiW { 0.1 IN TALL 262. IF OF 18 RGJ-RCP 0.15% I ww 19.60 I 334 9+25 10+00 11+00 SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 12+00 LEGEND: W1P-17SP1TrII;s 11I~ 364 362 360 358 356 354 352 350 348 I f 346 344 342 340 i E 338 c 336 ' 334 13+00 1 10 C INTERSECTION/B.C.-N00'13'05" RAD. STA. 9+41.88 C.L. BROCKLESBY STREET STA. 15+71.22 C.L. EVERTON AVENUE EVERTON AVENUE AVENUE BEARING SEE SHEET 5 SHEET 4 31.31' WL v+ 18' 18' J1\1 , 39.60' r J 30' 30' d --- -- -- -- -- 31.31' L5 q 39.60' L6 _ 40.95' , illi iLO Q Q04 +mo0 O.' Q myy o o M .= i- I �I � W`' • � � N 360 Z % % 30' 14 °° P/L 5'W o0 Q M ++ CENTERLINE MONUMENT o+ o < CD Im <Q 8' WATER z. 8' SEWER (L4) _ cn cn ' w 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION _0 5' _00 _c) N00"13'05'E ■ - to 8" SEWER 257.86' BARBON BECK AVENUE BEARING SEE SHEET 4 31.31' L2 N 44'46'55' W 39.60' L3 U1\11T 17.24' L4 N 45'13'05" E 31.31' L5 N 45'13'05" E 39.60' L6 N 45"13'05" E 40.95' L7 +1 04, Q myy o o M .= i- TYPE A PER C.O.B. STD. D-14. 1 18' 18' 360 Z % % 30' 30' I o0 OO CENTERLINE MONUMENT o+ o < Ui z. 5' 2 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION _0 5' CENTERLINE z_ N C4 P/L 358 o00 13 S_ CONSTRUCT SEWER PER CITY STANDARDS ac6c6 SHEET WHERE SEC11ON IS SHOWN 12' ++< 7 6 00 N N o +� LO -- -- -- / lu)u) EXISTING SEWER MANHOLE to cocn N N 1 ~� a a oD CO a co zi I Z 18' DRAIN (L5) ck:- _—F - + p— OON 73'05"E 243.00',— C4 43.00'+ - - J // N00'13'05'E 18' DRAIN 252.00' , o yd. , INTERSECTION �s STA. 12+43.00 C.L. BROCKLESBY STREET = 9 9- O I STA. 21+94.12 C.L. BARBON BECK AVENUE LINE TABLE UNE BEARING LENGTH L1 N 44 46'55' W 31.31' L2 N 44'46'55' W 39.60' L3 N 58106'23' E 17.24' L4 N 45'13'05" E 31.31' L5 N 45'13'05" E 39.60' L6 N 45"13'05" E 40.95' L7 N 51'06'55' W 40.00' z W � , : P/L "o v w \ I D EX. 18' DRAIN D I W i % cn z o r ma c`cc I M ao z$ ® rn ZI -- -- -- -- a� cn �z 6 o zo p , J O 0 86 IF OF cWn kacy CONSTRUCT CATCH BASIN 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, Z- Q myy o o M .= m y TYPE A PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 360 Z % % 22 mW cc I + ZFd- 1 I P/L PROPERTY UNE FL FLOWLINE OO CENTERLINE MONUMENT o+ o < J J + -" cn v v o Ia- z. 5' 2 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION _0 rn CENTERLINE C4 C4 358 Win 2 S_ CONSTRUCT SEWER PER CITY STANDARDS EXISTING STORM DRAIN LINE SHEET WHERE SEC11ON IS SHOWN OD QD ++< 7 6 00 } o +� -- -- -- -- / lu)u) EXISTING SEWER MANHOLE CONSTRUCTION NOTES f N 1 a a oD CO 356 / r I SCALE: 1 " = 40' 63 EXISTING DRAIN MANHOLE i • r 00 BARBON BECK AVENUE SEE SHEET 4 - 1} 00 BROCKLESBY STREET "�o� z� U/t j\1� (NO TEMPORARY SFWFR (:I FANOUT RFOI)IRFD IF (PRIVATE STREET) 354Wr CITY RECORDS NO: (STA. 10+00.00 C.L. TO 12+43.00 C.L.) x SCALE: 1" = 40' HORIZONTAL INST 364 CONSTRUCT STORM DRAIN PER CITY STANDARDS WITH 3.5' OPENINGS PER C.O.B. STD. D-14 INV INVERT SCO SEWER CLEANOUT I UNLESS OTHERWISE NOTED. 07 —f7 -1 SD STORM DRAIN SDMH STORM DRAIN MANHOLE ® CONSTRUCT STORM DRAIN "A" 362 0.25% MH MANHOLE EX/EXST EXISTING MANHOLE TYPE PER C.O.B. STD. SW -4 & SW -5. 8* SEWER 0 86 IF OF " 010.257. CONSTRUCT CATCH BASIN 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, a ORD �� � � ` ; � 4- �z JB JUNCTION BOX R/W RIGHT OF WAY TYPE A PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 360 14 SECTION DESIGNATION: P/L PROPERTY UNE FL FLOWLINE OO CENTERLINE MONUMENT SECTION LETTER 3z 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION _0 - - - - CENTERLINE C4 C4 358 EXISTING EXISTING SEWER LINE 2 S_ CONSTRUCT SEWER PER CITY STANDARDS EXISTING STORM DRAIN LINE SHEET WHERE SEC11ON IS SHOWN OD QD 00 00 } Know Whars below. ® CONSTRUCT SEWER MANHOLE EXISTING SEWER MANHOLE CONSTRUCTION NOTES f ( Q ( Z a a oD CO 356 Cal I before you dig. r Di SCALE: 1 " = 40' 63 EXISTING DRAIN MANHOLE 00 r i 1} 00 14 "�o� z� y (NO TEMPORARY SFWFR (:I FANOUT RFOI)IRFD IF 354Wr CITY RECORDS NO: x co ;- 352 + V, 350 Q J J �+ j Z, Z-7 348 J J W WER www/ 346 N J W 344 - 342 - — — — AP — — -- I GRAM , OXIMATE FINISHED 0 CEN -/y LINE 340 cSj s�� I f * 5.5 " •s ], 338 CLEAR�CE cn 8' WATER]---� 1* 336 334 9+25 10+00 INST -- o CONSTRUCT STORM DRAIN PER CITY STANDARDS WITH 3.5' OPENINGS PER C.O.B. STD. D-14 INV INVERT SCO SEWER CLEANOUT I UNLESS OTHERWISE NOTED. 07 —f7 -1 SD STORM DRAIN SDMH STORM DRAIN MANHOLE ® CONSTRUCT STORM DRAIN "A" 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT 0.25% MH MANHOLE EX/EXST EXISTING MANHOLE TYPE PER C.O.B. STD. SW -4 & SW -5. 1 ` STALL 257 86 IF OF " 010.257. CONSTRUCT CATCH BASIN 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, a ORD �� � � ` ; � 4- �z JB JUNCTION BOX R/W RIGHT OF WAY TYPE A PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. C&G CURB & GUTTER FOC FACE OF CURB SECTION DESIGNATION: P/L PROPERTY UNE FL FLOWLINE OO CENTERLINE MONUMENT SECTION LETTER 3z 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION _0 - - - - CENTERLINE EXISTING EXISTING SEWER LINE 2 S_ CONSTRUCT SEWER PER CITY STANDARDS EXISTING STORM DRAIN LINE SHEET WHERE SEC11ON IS SHOWN OD QD } Know Whars below. ® CONSTRUCT SEWER MANHOLE EXISTING SEWER MANHOLE CONSTRUCTION NOTES f ( Q ( Z a a oD CO l QD Cal I before you dig. r Di SCALE: 1 " = 40' O CONSTRUCT SEWER CLEANOUT EXISTING DRAIN MANHOLE O CONSTRUCT TEMPORARY SEWER CLEANOUT WITH 40' 20' 0' 40' 80' i 1} UNIT 3 & REMOVE WITH UNIT 6 "�o� z� y (NO TEMPORARY SFWFR (:I FANOUT RFOI)IRFD IF CITY RECORDS NO: x co ;- + V, Q J J �+ j Z, Z-7 J J W www/ N J W - - — — — AP — — -- I GRAM , OXIMATE FINISHED 0 CEN -/y LINE cSj s�� I f * 5.5 " •s ], CLEAR�CE 8' WATER]---� 1* IN ; INT+: 8' SEMI? . 8" SE - --------- - - - -- __ -- -----��--- -------I---- co i O w o INI 18" DRAIN, ( a I 1 z z3 o 'bD$D 2 �z ¢ 3j�j�1 ©©© 20D 10 Q� z -- � f • _ ZZ Q•' CC CC �+ d . l�t�+MM i I � J •} + M M E(KY� OQ W�W I I to W IJ W I N N WiW { ww 19.60 INSTALL I IF � 8" RG -R ® ' I 0.43 i INSTALL 25200 IF OF .18" RGJ-RCP ®iD.33% ` I 11+00 SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 12+00 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" 364 362 360 358 I 356 —.i 354 352 350 1348 346 I 344 I 342 I 340 338 336 I 334 13+00 041 -to -Oto CL CENTERLINE SMH SEWER MANHOLE -- o CONSTRUCT STORM DRAIN PER CITY STANDARDS WITH 3.5' OPENINGS PER C.O.B. STD. D-14 INV INVERT SCO SEWER CLEANOUT UNLESS OTHERWISE NOTED. 07 —f7 -1 SD STORM DRAIN SDMH STORM DRAIN MANHOLE ® CONSTRUCT STORM DRAIN "A" 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT 4•S 0��'� MH MANHOLE EX/EXST EXISTING MANHOLE TYPE PER C.O.B. STD. SW -4 & SW -5. ELEVATIONS, UNLESS OTHERWISE NOTED. VNrt� CB CATCH BASIN ELEV ELEVATION CONSTRUCT CATCH BASIN 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, a ORD �� � � ` ; � 4- �z JB JUNCTION BOX R/W RIGHT OF WAY TYPE A PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. C&G CURB & GUTTER FOC FACE OF CURB SECTION DESIGNATION: P/L PROPERTY UNE FL FLOWLINE OO CENTERLINE MONUMENT SECTION LETTER 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION _0 - - - - CENTERLINE EXISTING EXISTING SEWER LINE 2 S_ CONSTRUCT SEWER PER CITY STANDARDS EXISTING STORM DRAIN LINE SHEET WHERE SEC11ON IS SHOWN Know Whars below. ® CONSTRUCT SEWER MANHOLE EXISTING SEWER MANHOLE CONSTRUCTION NOTES TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. EXISTING SEWER CLEANOUT CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9. Cal I before you dig. Di SCALE: 1 " = 40' O CONSTRUCT SEWER CLEANOUT EXISTING DRAIN MANHOLE O CONSTRUCT TEMPORARY SEWER CLEANOUT WITH 40' 20' 0' 40' 80' PER C.O.B. STD. SW -6. UNIT 3 & REMOVE WITH UNIT 6 > j (NO TEMPORARY SFWFR (:I FANOUT RFOI)IRFD IF CITY RECORDS NO: lff,,