Loading...
HomeMy WebLinkAbout1.2-6757 1-5 Revisions15* MtN. TO 7* MAX. DMH MT, i LOT PAD 173 L!-A m M c K E E R 0 A D CA+, 4Wjfft___ EXISVNG 150 SEWER _EYL sm Y_ 7. ­_ _71a­�t -7 r 42 44 40 DM-H 14 00 1 4<9 48 47 *6 R 34 3.3 31 30 2 -9 28 14 1 5 V % 8 6"S. 1121 I %M 2 SWi 3 WH 4 5 SMH co 1 1� _4 c M A I N E A V E N U E T _T- 9 4 00 I ti 12 3 20 23 24 1 26 Cl I T low, Not -l"m f4wo TF 7 f _T__—F 31 1A 42 41 40 44 3 113 4 Ad_* k 7 *U* I T 5 -T, J 44 43 2, DWH D! 2rD A 4 g.- SMH 26 7 sw, 12 p, 34 Ir I I i li 4 14 sm 4 .3 39 1 40 41 1 42 43 i 44 UTWI= ig__AkAmik mW -am .0 DW t2 1 30 29 44 45 46 47 48 a '50 i 1 304 29 28 2­7 34 33 14' #9 6 I 13 1 20 WAY 6 1 1 sm 5 4 vm w l__c8 SMN L_ 1 4-­--j- CAP F 0 N 0 S T 9 E E T 00 -two? IV 4LQf 10 87s ­--la sw A% 31 %V 27 isw 18 18 T__ IrD M 6 e Y 17 8s $ 22 17 3 4 74. 3 2 4 2 f5f 27 2-8 3a I 1 10 4, 4 .2 'I f 4 9 21 19 24 i 255 26 2 A 37 lo 1 33, 34, 45 v 1 we 31 32 39 7 'Lioi if 37 36 13 4 A CB (P 24 12 S�_i To ULU a n4 -IM 32 1 ni uN �ff 74 . . . . . . . . . . . . . . . . . . . 20 6 SMH 23 4 Ir-11-- DitH 24 _34. 1 '213 21 20 18 17 15 11 20 j9 28 26� -1 4 25 19 -1 1 26 23 SW 22*� N I i I t - - I 14 2,5 1 51: A, 7 -j 9.10 3 Or 311 -3 2 f + him j N A. SEE TRACT 6758 FOR SEE TRACT 6758 FOR C'M AND PLUG SEE TRACT 6758 a CONTNUA10. ON STM DRAIN 8" S*R CONINAIM ON STORM� DRAIN FOR COWIN. ATO I I ow "MAP w z 0 :-a *11TE WHEAT AVE, LA I Tn _-.0 110 v A I v E TRA NO �A N T 6 15.) a K'OEY MAP """mwo" 3 SHEET NOI, SCALE: 1 lv=200 SEWM MAIN IT, i "Ak ....... .... 6W A AW I bk 01 k�wql �4 L - T7 pmAl -44 ............... -XI - r'lf '144.7 "m t 3 #7 T T'. BENCHUAffl< DISK STAMPED — 0 1157 RESET 1969 AT, OLD RIVER, AT THE JU- NCTION OF STATE: HiGHWAY 119 AND OLD RIVER ROAD,, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF TRIPLE CONCRETE -BOX CULVERT 8 11.44 OVER STINE CANAL, 19 1/2 FEET NORTH OF THE CENTER UNE OF THE HIGHWAY, 50 FEET WEST OF THE EXTENDED CENTER UNE OF OLD RIVER ROAD LEADING SOUTH., 64 FEET EAST OF THE CENTER UNE OF OLD RiVER ROAD LEADING NORTH, AND ABOUT LEVEL NTH T4E HIGHWAY. ELEVA71ON 343.30 (U.S.G.S. DATUM NAVD 88) A 40010v S QF mmll._B__E.A.._f 3 wj� THE BEARING OF N. "*04*33 W. SHOWN FOR THE SOUTH LfNE OF THE SOUTH-WEST 1/4 Of' SECTION 34:r T.30 S.s R.27 E. AS SHOWN ON SURVEY tNIVESTICAT" MAP NO. 7, 1 0K. 64 'PC. 27 WAS USED, AS NE BASIS OF BEARINGS SHGWN HEREON. A-88R.&MATION CL CENTERLINE APPR'uAo%'- WrD �mY­ R, - RO.A" A IN-V INVERT PUWC WORKS DtRf_(;"T0R EXP Z 31 0.7 SD STORM DRAIN R--C E 39-M,.' _0- I MH MAW40LE CB CA TCH ffA$lN JB JJNCTION BOX S-IMN SE-W---R MAM40LE A010 sco- SEWER CLEAM)UT DMH STORM DRAIN. MAWOff Vr_ y6p C WMX S DtREC DA 1. t IS 4 Ati.NSTANT PU J, TOR EXIST EX - TWG ELEV ELf VATION R/W RtGHT OF WAY M.H. MAN-HME 2 42. T(* OF M"Olf/T-W OF '_ C M T ft- EMAPION ­ L E Menomonee CONSM)CT %A" -Pf:R CITY STANDARDS 20 22 CNSflWT SEWR MAWOLE 'T J03 R 24 TYK "A" PER C.O.B. S_TD. S -'7* . .... . . . . . GONSMCT SEWER CLEANOUT 2$ PE N� 26 Jv C,0.8. 'STD* S-20. 426 74� COXSTW�Cj STORM DRA#4 PFR CITY STAWAf�DS 55 'm 33 CONVWXT STORM, DRAIN *A" PM-, C.40.�B,, STD. S-7. CONVRMT CATCH RASM 2 i r T�PE "A* PER C.O.B. STD. S-121, u E TIN )OS G SEWER LINE 12 7 EXtSTtN-G STORM DRAIN LINE E)OS-T-#4G MONUME-14T 7 "Tj j 17 _N *ER M-AW E XQS _G 1 .14 8 F S-- -1 1 *11C DR- ", _mAlml+0Lf #A- A NO SCALE ;i N-, 4 i2l - , 7 fm t WA, - Vti�� Z� "W STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM'DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOESNOT -CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER . MENT. IF RELOCA11ON OF EXISTING U11LIlIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUC17ED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A U11LITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE.FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE 14EW 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. IMPROVEMENTS9 (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST-6, PLANS. 2. STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: S-79 S-8v S-99 S-10, S-119 S-209 S-21, ST-6, ST-22. 3. ,VCP INSTALLA11ON 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 ORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION SPECIFICATIONS C-12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END � . WI INTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR 6 " i 8"s 10"t AND 1221 SANITARY SEWER MAINS MAY .BE PLAIN-END NTH C 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" SION COUPLING9 OR APPROVED EQUAL, SHALL BE REQUIRED. I THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN-END WITH COMPRESSION COUPLINGS CONFORMING NTH THE CURRENT ASTM SPECIFICA11ON 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 E FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT-IN FITTINGS ARE NOT PERMITTED. JOINTS - USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. � INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE NTH CIFICA11ON D-2321. ONLY CLASS 1. Ill AND Ill EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. PVC PIPE INSTALLA11ON MATER PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS E FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT-IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ;kCCORDANCE NTH 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 CIFICATION D-2321. ONLY CLASS 1, Ill AND Ill 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 "C". RCP SHALL MEET ASTM C 76 FOR STRENGTH, SURE SHALL BE 5 PSI FOR RUBBER TESTS IN ACCORDANCE NTH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL NTH A CONTAINED O-RING GASKET. PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 3600 , OF THE PIPE. ALL WORK FOR AND IN CONNECTION WITH THE INSTALLA11ON OF THE LINING IN CONCRETE PIPE AND FIELD SEALING AND WIELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONSs INSTRUCTIONS AND F 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 77-F ±5 (25-C ±3 ). PROPERTY INITIA (PAR. 1. C1 TENSILE STRENGTH 2200 PSI MIN. 21 00 PSI MIN. WI D, CONTRACTOR SUPPUED9 ELECTRICAL HOLIDAY DETECTOR U 0 5 MPA MIN.) (1 4.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50-60 ±5 (WITH RESPECT TO INITIAL TEST RESULT) 10-SEC. 35-50 ±5 WEIGHT CHANGE SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL . P ±1.5 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 T ATE 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 NG 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, SHAH BE FLEXIBLE AND SHALL SUFFICIENT TO BRIDGE UP TO 1/4-INCH (6 MM) SETTLING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF UNER.* AFTER COND1110NING 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 ±5 (25- C ±3 ). AT 28-DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SEC11ON 7-2.03(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 AMMONIUM HYDROXIDE � NITRIC ACID FERRIC CHLORIDE 1% SOAP DETERGENT - BACTERIOLOGICAL' CONCENTRATION 207o** 5% 57o** 1 %** 1 % 0.1% 0.1% *THIS IS TO BE USED AS A PRE- QUALIFICATION TEST AND WHEN MATERIAL FORMULA11ONS 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 2 SHALL BE DONE IN ' ACCORDANCE NTH THE RECOMMENDA11ONS OF THE LINER MANUFACTURER. COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS. _' THE LINING SHALL BE INSTALLED NTH THE LOCKING EXTENSIONS RUNNING PARALLEL NTH 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. NST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN O AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE9 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. � 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. 1.17 APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH NTH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE TEND 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. WH PE OR CAST-IN-PLACE STRUCTURES PROTECTED WITH LINING, SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST-IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHAH BE ROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. 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 TI LACING 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 NTH AN EXTERIOR SUNG OR WITH A SUITABLE FORK LIFT. ON PIPE HAVING A 3600 LINER COVERAGEt THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE SHOP-WELDED JOINTS. NO PIPE WITH DAMAGED LINING WILL 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: I 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 T 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 NT, HEAT-SEALED TO THE LINING, THEN WELDED ALONG EACH NER SHEETS NTH 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 SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION AND DISTOR11ON IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 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 ND 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 TEMPERA 00 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED E JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHAH 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 WATER HAS BEEN DISCON11NUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD 6 TO 8 INCHES (1 50 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,, CAST IRON PIPES). THE SAME OLLOWED AT JOINTS WHERE THE TYPE OF PROTEC11VE LINING IS RK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH LINER SHALL BE SEALED TO THE ITEM IN CONTACT NTH THE PLASTIC-UNED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE TURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER 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. SURE PIPE DEFLECTION BY PULLING A GO-NO-GO 5% MANDREL. RELATIVE COMPAC11ON FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY NTH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO `,*� THE MANDREL SHAH BE PULLED THROUGH THE PIPE NTH ROPE BY ONE PERSON CALIFORNIA TEST METHODS 216 OR 2319 OR ASTM (CURRENT EDITION) D1557 AND ONE FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT .WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS I E PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE OF THE FOLLOWING D2922 OR D1556. I PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL IF THE RELATIVE COMPACTIONs AS DETERMINED BY TESTING, FAILS, TO MEET THE SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF WI LATED USING THE FOLLOWING FORMULA: SPECIFIED PERCENTAGEs THE TRENCH SHALL BE RE-EXCAVATED AND RE-COMPACTED. THE VARIA11ONS IN JOINT CONSTRUCTION OPERATIONS. MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.) E THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND ALL MAKE PROVISIONS FOR PREVEN11NG FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. WHERE Y = ALLOWABLE DEFLECTION IN % (57a). LOCA11ONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND MANUFACTURER) 10. SEWER PIPE INSTALLATION 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 MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND No MINIMUM. - PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED . OR INCORRECTLY CUT. THE MINIMUM I ENGTH OF THE CIRCULAR POR11ON OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE 16. BORED./JACKED PIPE NLE ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING9 UNLOADING, HANDLING CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE EXCAVATED, RE-BACKFILLED9 RECOMPACTED AND RETESTED UN11L THE MANDREL TEST AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE CAN BE PASSED. RE-ROUNDING WILL NOT BE ALLOWED. RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD REJECTED. CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE S-399 AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH SHALL BE AS SHOWN ON THE PLANS. PIPE LAYING. NO PIPE SHAH BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL . THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT Y ADD111ONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS 7. TRENCH EXCAVATION ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTM BY THE ENGINEER. OPEN-CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED TRIC JOINT WITH THE ADJOINING PIPE BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. SEC11ONS ON THE PLANS FOR PROPER PIPE INSTALLATION. OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSESp 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 BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF CONSISTENT NTH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTEN11ON OF PIPE AND FITTINGS SHALL BE CLOSED. PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE NTH THE DETAILED SEC11ONS WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO THE PLANS. � PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT UPON COMPLETION OF THE INSTALLA11ON OF THE CASING AND INSTALLATION OF THE D FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION INSTALLATIONS SHALL MEET CITY STANDARD S-39. SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF SHALL BE COMPLETELY FILLED NTH SAND, COMPACTED BY THE USE OF AIR-BLOWING THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS TRENCH LINES SHALL MEET ALL FEDERAL A UIREMENTS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND 8. BRACING AND SHORING SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTIONt AND COMPLETION OF THE IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. D AS SET FORTH IN THE RULES, ORDERS, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO TIMES. SHOULD THE TUNNEL HEADING OPERA11ONS RESULT IN DANGEROUS OR I ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF TATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR OR INCORRECTLY CUT. WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE NTH REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. URES TO BE USED. FAILURE TO COMPLY NTH ANY OF THESE AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE NTH THE THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION I UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4)9 OR THE WATER DETAILED PLAN OF PRECEDING NTH THE WORK, FOR HIS REVIEW AND APPROVAL. TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE EXALTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4. "TESTING PIPELINES" ANY AND ALL EXPENS WI CONSIDERED AS INCLUDED IN THE BID NSION SHALL NOT BE ALLOWED. DURING nSTANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE OF THE 1994 EDITIONS, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE r C% BACKAU AT ALL TIMES. PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 17. MINOR STRUCTU _E.S SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT HOURS PRIOR TO ANY TESTING. MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, CONFORM, IN DESIGN, MATERIALS AND CONSTRUCTION, TO THE PROVISIONS OF SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO 3' OF WORKER PROTECTION AVING GROUND DURING THE EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED., SECTIONS 70-1.02 H OF THE S TIONS AND THESE SPECIAL EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REMOVE ANY DIRT OR FOREIGN MATERIALS MICH WOULD CLOG PUMPS, EQUIPMENT, STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE MAKE PROVISIONS FOR PREVENTING PLANS. LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SEC11ONS SHALL MEET THE PROHIBITED ON THIS PROJECT. WER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL 9. TRENCH BACKFILL EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AN T, OR "KENT SEAL" TO MAKE A ONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE PLUMB. ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON 18. ADJUST SURff=Y MONU NT ENCASEMENTS, . THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE NTH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHAH BE AS SPECIFIED IN THE ACCORDANCE NTH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ii. SYSTEM TESTING ACCORDANCE NTH CITY STANDARD ST-22, EXCEPT THAT COMPACTION SHALL THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A THAN NINETY PERCENT (9079) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. RESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE MINIMUM OF THREE DAYS. IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED RECOMMENDATIONS OF THE MANUFACTURER. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE 11ME REQUIRED FOR AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED NTH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING A MINIMUM OF ONE DAY. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS 360 0 9 IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO LU CEEDING THREE (3) INCHES IN GREATEST DIMENSION AND , INSPECTION SHALL BE WITNESSED BY THE CITYS CONSTRUC11ON INSPECTORs WHO WILL ALSO INITIAL THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF CONTRACTOR SHALL GIVE THE OWNER 24 HOURS N0110E WHEN SURVEYS ARE REQUIRED. SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING,, OR BY A ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE NTH THE SPECIFICATIONS. A RECORDED COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS THERE MUST BE AT LEA VER THE PIPE BEFORE COMPACTION THE STATIONING, BASED ON THE STATIONING S, OF ALL CONNECTED LATERALS) BY THE CONTRACTOR AT NO COST TO THE OWNER. ABOVE THE PIPE ZONE WILL BE ALLOWED. OF THE INSPEC11ON SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER . PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE VI ALL BECOME THE PROPERTY OF AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS TH E Cl TY. RFORMED WITHIN ACCEPTED STREET FILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE I RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT DISPOSAL OF THE CONTRACTOR. 1 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE AND SHALL BE USED FOR ALL NGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE CTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE 11:1 THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF PERMIT. "t�����,,��-,,,"'f.,,.,.,,-��,�,,�".";"-,�".",��""�,���,�,-�""��'i, - �, - - " ,: HORIZONTAL PLANE RUNNING THROUGH THE CENTERUNE OF THE MAIN. '0. , _,_ A " �;, -,,, 11 ",__­ ;", "" �,!,.:-- �.­ , I %Z­,__f�-"."�,,,,� ,,, �, .. , 1, .11 � , 1. ­ " �; , - , - %,t __ .- � I 11 ` .� ��,` "`�' �­ /1'1"�,2_ �'' , IN-SITU MATERIALS. I j,), '�,. �, ,� ..... � 't I ­ ­, ,�', ", ..... I � , , ". , - I— , , , , , - � � � � � I � � , z '' - . " ��, z z ''��,-; -1 I . ��', ,�,,11 , ­, .-�, , , , I �. ALL LATERALS SHALL BE 411 IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM 1 4;,,,,1 . .. IL .�,;_,,��.,,�', ., � � , , . I - 1 ��11 �, .,_� .,,� 7A�.,� ��*�"Iv , ', " 'N � � I I 1 �P,41_ 4�' " %� - '111, �, , 1�, " , ACHIEVING FIRM BEDDING DELOW PIPE SPRINGLINE., CONTRACTOR SHALL PROVIDE "FIRM , ,'­' ,,� ­," ,1'1 .. __;Ir�._, , OF 41 BEYOND THE PROPERTY LINE OR RIGHT-OF-WAY LINE WITH 30n OF COVER AT FLOW LINE. �) '. �N I - , , �: , - � , 11 ,_ "T _­, 11, 11:., , I 1.%., -� � -,,., �Ii;;,.. _f' ,� I I I ..", ; � ,_ , ,, BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT I i ", ��. 1�`.- I �.." I . ,­ � , �� � .�, , ,4, , �, , ,,4 , I . , THE E GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE f f/:",-- I '. ", � i,? ( I "I , ` ALL BE INSTALLED AT THE PROPERTY LINE OR RIGHT-OF- I ,,.'r.- , i �- ,, -, ..' ;; I.- I ,. ,,, 1� ­ - , ,.- , , V� 1: ,?),?'. ... ­ 1. , ­* ... �,�:�". ��.,,;,`., ; I'., 11 , I � I t 1; ir,.;� � . _�e ��.,__� ,�. ­ � � � . SPECIFICATIONS. WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW-1. I A . 1� ,�,.,� ��,� -1 4. � i�'. , , ". I �.. 11 �, I � �,,� � : " , � ", , .. A � , " I , , I I I � I '-�� ', , � I., ,. 1� I � �� .. :�­_ i, .� , , I . ,�4_" I .. . " , i��,'��`, I ", I , , , 1 $�1` �. ,� �' � BELL OR COUPLING HOLES'SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR I il'� 7_�, ,, i' � I !, 'Ii� "V. !0, . / .. � - ; 't, , 1. � 1. I I , ­,, -,- " " � �, ,-, ,. -�P THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING .. "'; 11", ,1, ,�' � _ �,'­,�_.�. " - I , � , I RIGHT-OF-WAY LINE AND A MINIMUM OF 2.5" DEEP AT FLOWLINE. I / 1 - ..� , i �, � m, I,' . ,�,, ... 11 ,, I I ,1._,�_ � 1. _, " -:'n, /,": . �,%- , ,�, I_: �� `-��:­ ",__ , , 1, �", :,.",� BEDDING AND BACKFILLING CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS .��". � � , � ­_1­11.1 �1: I . , � s :,�,_"%''. .,_ ", _ � . � ,,�, , � ­, �� I—— I , - � �_ r�� "'.1 - ,? ,�:�,a�,'- ,:� , , : %, I ­, �_ I I'l,���.�.:�,�,,,,�,.�,�,�,,��i,-."', `.��,!, ,,,, ­. ­' �,,_�,t:, 61 - , AND COUPLINGS SHALL BE AVOIDED. . 14."i,"'--,-_­-, ".".,-,��,,�,.-"�."�,�i"""��,-,.�',��-.,:., _,�;�i,-�,,,,��,�,.�,, _'_ � ,_,�� -) " � '­F,,,-��!,;,­_�,,$t -CWR I . . - M ,2 6 �0/-3 - " �� - I 0 N-na /- �_ o t�u - I'��.t�-,,",",�c,��.��*."�11%��.A�-, . , iti !."14AI,�,­;,�­i ��,!,.,..., I. I ­1� . . . - � . - . ­ I . . �W,;�42�4�6,0,.Ag, ­ ' `­­­ I— - � � � - I __ - � ��_4C-441��Zg;F4����"� 7- � - � - � - - . . __ - . - , . � :# . 't W* -_ � - -�, I 11 '41 4, r ' I I - " 01 � , I 1,1 - P x I .; ,- , I �� I ��. k Iri . I . � .1 1, I I I 1, I ). H I f I . , , t V,0,4 � . I . .. , '­ �, N ^ I �� 1,11"'w", �1. rV t, "AW7 �, j ' 4 D D Prx �r,-�,*�- E * �i , I I . I '� - , --,:,�,���'�l%,.-:!"�".""��,--��'..'��,,,,�--l-l���i,:"-;��.,�""i�".,.,�,�I . . � - _';, , .�,�l-llt"i��.",.�vI.�.�,,�,��-",��."���'.. ,-,;",,�,�,11-�1--��l'i".�"..�,�.�---"-�"!�:�!.�,?e- ­.'j.%_tz,_;', ­ ­��­­­­­­­,_, -.1111.11 . . . t, ,�,_,� ", - � . __ - , . , cy) 0 po n � �_ 0) � I Ix < ,4- Z) - , 0 ,-,;7 00 0 ly 1q_ 0 z I I I < -1 I < ,q- uj (-) n Li 00 r - 3:: 0.,� I I Vv-- T_ Ld (D o If (0 o V) %%� I N CK Ld y < I m b \ :1;6� 7� 1 (& * T_ i W 0 , 0 c� --� 0 14- V_ T- 10- 'N's 0 00 0 I (5 � z .. m w .01 .. 0 L� I mowwmwwp� a ommom D _j W : � I- � 5_: 5.: m m 0 � Lu : y 1 � 0 LL< Ld ac x 0.1 I L�Lj r__.- Qj A _A4% I �% , I A- osb / 115 60- x1)_ o�l --I ::� � >- (-) � Q) LA_ O ki I Lij �_ ::::� ::c . r') co z 44C mi CL Z woo Ac co cic in w M 7 F� . uj g 0 1�,m z cri 2 0 z z 0 < < cro ix X: Lu 0 3: w 2 c* wm to 0 0 loom X 4; C/) w 110- 1� 0 1�m co Z F� 4cdm� z 5 loc w I w OROr*lft 3:: , 1*4ft ( co LJJ i V_ a 0 cf) 04 0 0 V_ z * 0 I�m I*,i 0 _j 4c FA_ a cr < 0 IN= 0 4i :I < -0) w I 0) w cm qqt 0) qrm . / `7 qr ( � . 0_­ � , ,�� ��) � � � � __,.� - CONTRACTOR SHALL SHOVEL-SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS 1 13. ALL SEWER STUBS SHAL WI ANDARD PLASTIC PLUG. SOLVENT WELDED. 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS T THIS NU MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE CITY OF BAKERSFIELD WI D, CONTRACTOR SUPPUED9 ELECTRICAL HOLIDAY DETECTOR U UP TO THE QUARTER POINT OF THE PIPE. W WI S-7, S-8, AND S-21 AND S DEL NO. AP-W WITH POWER PACK OR APPROVED EQUAL) WITH S INITIALBACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED C CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY - OF BAKERSFIELD STANDARD DRAWING S-20. ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. A AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE " " IN DIAMETER AND TYPE "B" FOR . OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-2.03(l.E) PARA. S SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL . P PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE 8 ABOVE. V VI NICAL TAMPING AND THE EQUIPMENT AND B BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON -MANNER -OF TAMPING MUST.BE APPROVED IN WRITING BY THE EN.GINEERPRIOR To K KENT-SEAL, IN A GROOVED FOUNDATION. . EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER C COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION I I WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 O OF THE ENGINEER. HOWEVERs THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE 1 15. STORM DRAIN PIPE INCHES (50 MM) BELOW THE LINER T PERMITTED. S STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS Ill WITH RUBBER THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING I . . ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE G GASKET JOINTS PER ASTM SPECIFICA11ON C-76, UNLESS OTHERWISE NOTED ON THE 10-POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO T TI MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE FURTHER SEPARATION OCCURS. D MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED 13Y TAMPING ANDIOR ROLLING, P PROVISIONS -IN SECT-ION 65, "REINFORCED CONCRETE PI-PE " 1, OF THE STANDARD AF I E THE 'WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE U USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. S SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 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 W WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL E EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE EQUIPMENT AND,MATERIALS USED IN OR TAKEN THROUGH THE WORK. M MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE S SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING P PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. . SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMA11ON . SHOWING DIMENSIONAL$ MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. H HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 nLAYING SIPHON AND PRESSURE COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF P PIPE " ECIFICATIONS WILL NOT BE REQUIRED. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM C FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR TRENCH DESIGNATION "-C ". ,RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH R ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON R REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO DESIGNATION "D ". S STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED S SEC11ON 65-1.06B, OINTSn, OF THE STANDARD SPECIFICATIONS. LL BE COMPACTED TO NINETY PERCENT (907o) RELATIVE H HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET C COMPACTION. C CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND THE FOLLOWING REQUIREMENTS: S SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHAH BE FREE FROM A APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADINGt HANDLING 1. MATERIAL. PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH M EEDING THREE (3) INCHES IN GREATEST DIMENSIONS9 VEGETABLE A RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM N NTH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE F 477. I IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. R REJECTED. 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM M M E ENGINEER, JETTING MAY BE USED IN NON-STREET AREAS. P PIPE LAYING. NO PIPE SHALL BE LAID UN11L THE ENGINEER INSPECTS AND APPROVES F-679 (T-WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE B BACKEILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION T THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ENGINEER. S SHALL BE IN AC N 19, "EARTHWORK*p AND SEC11ON 6-3. W WI TURER$S RECOMMENDATIONS. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURERIS " "TESTING" ECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF P PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF P MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE N DIRECTED BY THE ENGINEER. PIPE L FLEXIBLE THERMOPLASTIC SEWER PIPE. . N NEXT LAYER IS PLACED. W WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE 4. FIELD TESTS. IN-FIELD PRESSURE TESTS SHALL CONFORM TO THESE L LL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE W WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND I SPECIFICATIONS AND THE FOLLOWING-. T TI OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 D TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE R AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE T OF PIPE AND FITTINGS SHALL BE CLOSED. 1� - , . , cy) 0 po n � �_ 0) � I Ix < ,4- Z) - , 0 ,-,;7 00 0 ly 1q_ 0 z I I I < -1 I < ,q- uj (-) n Li 00 r - 3:: 0.,� I I Vv-- T_ Ld (D o If (0 o V) %%� I N CK Ld y < I m b \ :1;6� 7� 1 (& * T_ i W 0 , 0 c� --� 0 14- V_ T- 10- 'N's 0 00 0 I (5 � z .. m w .01 .. 0 L� I mowwmwwp� a ommom D _j W : � I- � 5_: 5.: m m 0 � Lu : y 1 � 0 LL< Ld ac x 0.1 I L�Lj r__.- Qj A _A4% I �% , I A- osb / 115 60- x1)_ o�l --I ::� � >- (-) � Q) LA_ O ki I Lij �_ ::::� ::c . r') co z 44C mi CL Z woo Ac co cic in w M 7 F� . uj g 0 1�,m z cri 2 0 z z 0 < < cro ix X: Lu 0 3: w 2 c* wm to 0 0 loom X 4; C/) w 110- 1� 0 1�m co Z F� 4cdm� z 5 loc w I w OROr*lft 3:: , 1*4ft ( co LJJ i V_ a 0 cf) 04 0 0 V_ z * 0 I�m I*,i 0 _j 4c FA_ a cr < 0 IN= 0 4i :I < -0) w I 0) w cm qqt 0) qrm . / `7 qr ( � . 0_­ � , ,�� ��) � � � � __,.� - -0) w I 0) w cm qqt 0) qrm . / `7 qr ( � . 0_­ � , ,�� ��) � � � � __,.� - FREEPORT WAY J-1 SEE SHEET 12 ii C) 20 go 20" r, —Z CD 3 0' 309 V7 a 0 . cN c; "140- CNO "n >: C) if w c� F-: -j-J 0 _j 5" C) Z (3Lu Lu C) (3(3 ' >: Q Lri CC Z __j i - Voo in tow . CD c� c� cy) C) C) Co CD C) C) c; of CD 0 co v- 00 50 49 Z Lj (D CD C) ---. —_ — _ ai V) c� c� C) C14 014 w 0-) m m c� u- U., (.0 a; 0; 48 47 (D 46 (Uzi) 45 44 -j 43 (D 42 41 o + -r o V) + UJ 2 En ro lu- 6 0 --Jv) c) 0 C)o STORM DRAIN M.H. NO. 1 T-v- I-- -<,Uj It- I X: aa CT CT CT CT < CT oo r-- STA. 10+05' m < i� 0 cr- d- < L6 00, C.L. 22.17 Z F- 0 L.LJ F- 00 C-� o ++ CD 06 STA. 10+05.00, DRAIN w En (un) En 0 U) + + + + + T- + + T) U-) + + U) 2 1%1 F-- Ui u') R/W V) V) (n F-- < <� SEWER MANHOLE NO. 2 cn cf) cf) I-- STA. 9+95-00., C.L. 5.001-1=�!� L STA. 9+95.00, SEWER FL S89*02'47"E 8" SEWER b a 0� 400.00* S89"02"47"E S moo= • 8" SEWER S Is 4-86.O�47"W 35.00' 11+00 12+00 — -d — — — — — INTERSECTION 18" DRAIN S89 02 13+00 14+00 15+00 17+00 FL -C:) b STA. 10+00-00 C.L., MAINE AVE.= z: Lo STA. 13+09.40 C.L., FREEPORT WY. l< -T 7] f T7- F--: 00 F-: 3 L.0 0� F--: C) (D ry F cr- R/W F-: F--: C) C) C) 0 CD CD C) Of of w V) CD CD CD, <D C) Q C) oi o t ff -) C) i C) o CD 6 6 co (41 U-) C5 O° CD U-) m C-� 6 + + co 0; 1 C- � + + I I I 1 00 + 4 fC) + T- + 1 5 6 7 Ln 8 9 10 12 13 , < co F- co co F- co cn co FREEPORT WAY SEE SHEET 12 u u J-1 % J-"* 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 INSTALL 35.00 LF OF n" r% r% i m ^r% 0=6 ^ .4 A ew C7 932.70" 18+00 S89*02947"E --77—T7 — 19+00 -T- 56 . 01- M -5 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND. PANDALE WAY C> (D 0 C) C6 s CD of L6 r1f) + c6 (D 0G . 0 0 00 r-- 14 III I co f 16 < co co STORM DRAIN co R/W Q� W F--: of I C13 CATCH BASIN < uJ < wa C) JB (D 04 114- CD (y; SEWER MANHOLE Lo F--: 0 C) - . Lo SEWER CLEANOUT C) zz- :;;z < CD STORM DRAIN MANHOLE 0 CD C) C) 1p ILO. c; ui L.LJ EXISTING MANHOLE TYPE "B" PER C.O.B. STD. D-18. C> 40 CD c; z iciv) C) m ma- 0 (n •r CD cD m 0 z w F-: CD (c) Lc) + + ai 00 (f) CD 39 oi Q0 LLJ -Q Z 0 =- 38 N z: 3 Tr--� CD c3i 36 (D CD CD w CT 0 ac) c� q + z 0 pa 20 202 201- < C> to (6 C) z X: '1717 o- U) < C6 35- Cy 3: CD m Z LC) L0 < C" cn 30 -301: , r-= o w P., C> cN 6 L K) C) I-- C) r '. (3) - o¢cc��r.�I� 0) (5 r-- - (D C5 30 301 + + (n + ++ C-. CD Cl u J- C) a v- +w z: + U-1 I(Nu) C-� C-� cl� W + 00 C:) BEFUNG LAME 1 + c� CN CN u- —a: C) F 0 (n + + 00 + U-i < s¢¢ w �- I-- T- Z z uj < < M <u-i 0 m 1—w w F- W Lu F- (n cn V) I— C-0 cn cn F- cn W (n R/W < co cn I 932.70" 18+00 S89*02947"E --77—T7 — 19+00 -T- 56 . 01- M -5 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND. C) C D C> (D 0 C) C6 s CD of L6 r1f) + c6 (D 0G . 0 0 00 r-- 14 f 00 t 15 I co f 16 < co co STORM DRAIN co MAINE AVENUE (STA. 10+00.00 TO STA., 23+004,00) SCALE.* 1" = 50' HORIZONTAL 1" 5' VERTICAL 1 8 " SEWER 1 FL C o ) rr 1 11 F-: 0 ui Cl o C) C> 0 j3 z I z d ci ao ++ V) re) -r NN I Q �- cn (n 14 - " I 04 Iffi. s 0 3LWtK 77T-— el 400.00 S89*02'47"E 20+00 163.46 T 1 + S.89*02247"E 22+00 T t — —23+00 !�20.2,C 21-1 1 10+00 11+00 1-2+00 13+00 14+00 15+00 1-6+00 17+00 18+00 1-9+00 20+00 21+00 22+00 23+00 56 . 01- M -5 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND. FL b N. 0 ABBREVIATIONS s FURNISH & INSTALL SEWER PER CITY STANDARDS rl CENTERLINE 0G . 0 0 w INV INVERT C) Of C) ♦ STORM DRAIN 0 R/W Q� W F--: of CD C13 CATCH BASIN LAJ 00 C) JB (D Z CD (y; SEWER MANHOLE Lj Z icxr z C) SEWER CLEANOUT C) U) CD STORM DRAIN MANHOLE 0 < L.LJ EXISTING MANHOLE TYPE "B" PER C.O.B. STD. D-18. ELEV ELEVATION LLJ m LLJ Z Z-J C) Q oc) •r FURNISH & INSTALL CATCH BASIN M.H. C) (c) Lc) + + -R CC Ld 00 (f) Q6 Q0 LLJ -Q Z 0 =- c) I � 17 C) 18 50 2a' + + + X N po C> + A>- 201- < 19 20 < - 06- Cy (f) Cf) Z , 0 co-a 30 -301: , I-- < F- < T7 o (n (.0 * ( n Cc::,) t ° + C) + -" BEFUNG LAME 1 U-i SEE SHEET 9 z (--ol (n V) 21-1 1 10+00 11+00 1-2+00 13+00 14+00 15+00 1-6+00 17+00 18+00 1-9+00 20+00 21+00 22+00 23+00 SECTION- DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. lw I ot eo R Ulm A i; --ci a � 0) 56 . 01- M -5 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND. -- 0 N%�ll WT- C-4 0 ABBREVIATIONS s FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE 0G . 0 0 w INV INVERT 0 FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN 0 TYPE "A" PER C.O.B. STD. SW-4. MH MANHOLE LLJ C) C13 CATCH BASIN LAJ 00 FURNISH & INSTALL SEWER CLEANOUT JB JUNCTION BOX PER C.O.B. STD. SW-6. SMH SEWER MANHOLE D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SCO SEWER CLEANOUT w (o U) SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING MANHOLE TYPE "B" PER C.O.B. STD. D-18. ELEV ELEVATION LLJ m R/W RIGHT OF WAY •r FURNISH & INSTALL CATCH BASIN M.H. MANHOLE TYPE "A" PER C.O.B. STD. D-14. FL FLOWLINE SECTION- DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. lw I ot eo R Ulm A i; --ci a � 0) 0 n r1e) 0 -- 0 N%�ll 0') C-4 0 ry < T- 14- 0 z 00 0 , 0G . 0 0 w 0 z < 0 -j < LLJ C) LAJ 00 w (o U) o LL-co o m LLJ m 0 z Q < 3�: < m too A>- - 06- Cy Z x ic>a-i cn z 0 w a 4c �j C5 CL C) + 04 cl UJ 0 � C-0 m (j) 2 0 0 < F� w w co 0 x wow ui •— Q z W W M Z 0 w- co >v- N 0 v- W0 z w LA- C.) 0 W W w M 0 FREEPORT WAY SEE SHEET 12 _ t l 1 ! 20 30 C* f1 � crc� zx(-" go 4a c7e MI J SAMUELSON STREET (STATION 10 +00.00 TO STA. 23 +02.49) SCALE: 1" = 50' HORIZONTAL U 1\l l T cn lu 1 `1 1 ! 1� E�ERtN� t_A�F . c�v ko tacno C> to * -: I .- 0 I N N + CN ^ , I l V. Q Ll Ln r �- Qcf 5 uiw- w o I w :z vWi Vi 3 '4-4- . ? a o Ei w _ 538.00' S ' 269.00' S89'02 =47 "E 269.00' 8 SEWER w I F Z + c� of —t N w I tz7 � V N r F- 421 I 43 10 +00 11+00 12 +00 13 +00 14+00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 ~ '� �I m� T..M• TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION LEGEND. ABBREVIATIONS S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: F ljjjj CL CENTERLINE SECTION LETTER s INV INVERT FURNISH & INSTALL SEWER MANHOLE IL SD MH STORM DRAIN MANHOLE TYPE '*Am PER C.O.B. STD. SW 4. _ _ .� _ go _ _♦ ,k f'a a' K f Y. 1 CB CATCH BASIN FURNISH &INSTALL SEWER CLEANOUT SHEET WHERE SEC11ON IS MOWN y r = JB JUNCTION BOX PER C.O.B. STD. Silk —fi. �Q .. ± REVISION o i SMH SEWER MANHOLE ----- - - D FURNISH &INSTALL STORM DRAIN PER CITY STANDARDS k t ` a M �' n� �� ¢` 5 z a APPROVED BY ROGER A. McINTOSH DATE SCO SEWER CLEANOUT a+ ✓� m..: - y R.C.E. 3332.2 EXP. 08/30/08 SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" y EXIST EXISTING w MANHOLE TYPE "B" PER C.O.B. STD. D -18. . ' C.O.B. WITH 3 5 OPENINGS PER CO STD. D -14. 4 ELEV ELEVATION UNLESS OTHERWISE SPECIFIED. R f W RIGHT OF WAY .�. FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS REVISION -7 M.H. MANHOLE TYPE "A" PER C.O.B. STD. D -14. UNLESS OTHERWISE NOTED. 'N ` � APPROVED BY: If i2 • FL FLOWLINE t� � � MARIAN. SHAW C.E. IV DATE Z _. x_. R.C.E. 32178 EX . 12/31/08 P �I m� w Q z� �Q W W �a w N_ W Cl.. Z D W O W i- r' 4 � Q r} 1 ! F ~ ! `n w - ! ! lc:> ! / C14 ai w LO CD 0 C) CD 3 2 � J C o { o d- 34 N C3 C3 N Z O VW? °o N W 31 3 29 ! • • .. w w N N � W / o w o c, o � � .. + +� C_� ++ C_� 00 C_� cy) NN N Q +� N ! N D 28 c-- N r j + d. mot- + + { , < N N ! g << N x_ NN d- N 25.73 � cn (f) R/W ! r- I rWn to (n NJ <i SEWER CLEANO'J NO' pLT•= Lbc,41 " 0 FL - A, 26 +21.40= C•L' 558912 47 E t o S -0, VEER 6 SEWER S 400.00' S89'02'47 "E 6" S 1 STS►• 2fi +21---•_ _ �__ �_ S EWER 30.24 S89 02 47 E 23 +0 -2 + - -- - -+- --- _ _r _ 1 24 +aa 5+ - 0 00 520.24 2s +a0 0 1 N to FL s �3 °asp 27 — — % _ 26 08 ly t6 S9 w .J Z © c� R/W '- s 20 2,� 0 oc _. o 0o a \ T O Q0 co 1 U " 17 _r_ c) Z o r__ c cc; (f) J M + + W U 0 I C3 N U N 1 1 N ! N ! co 2 21 {-- I 00 cn m F_ 23 24 �- V / w ! 26 Q W C,4 �� \ { i F- �.. • \ Z f r U (!) t % 354 352 350 348 346 344 342 340 338 336 334 332 330 328 328 324 3.22 320 318 MAINE AVENUE (STA. 23 +00.00 TO STA. 26 +16.40) SCALE: 1' 1 = 50' HORIZONTAL if = 5' VERTICAL 23 +00 24 +00 25 +00 26 +00 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 32.4 322 320 318 SECTION DESIGNATION: SECTION LETTER A 2 SHEET MERE SECTION IS SHOWN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. r 1 I J { { ! o ! 1 CD CD 6 o .J W � J ILU CD 0-) 5 T ! ��} CD ►� w ! o V/ 0 2 0 W N z Lc) 06 sk, J.-,v )CEO Q f— L� 1 w 0 589'02'47 "E 2 oa 24 +0 C4 M FL - _ _ _ 25 +00 538.00 -� S 8" , S S89'02'47 "E 269.00' • S89'02'47 "E o - SEWER FL w O 269.00 8 SEWER N , W STA. 28 +08 2 w I S81 '02 '34„ E 3, , 88 , T to F T cr R/W �: �, o •' 0 0° CD C z CD o I 1 ° 1 41 C) 0 13c: cr� t,[) W C6 C6 0 0 { _ ZW NN! t 1 + W Uv) ' 42 CD U Q?oo1 1 1 N LO p0) 3Q SEWER+ + - =14-14- CLEANOUT N0. 4 N 4 4 g 4 3 z 20' ! 20' SEE SHEET 10 N U + + <C S� Q Q Q to to E ! I 1 N �! HOLYOKE DRIVE _ w SEE SHEET 10 (f) V) V) r .J (STA* 23+02.49 TO STA. 25+76*49) SCALE-: i7 1 50 > HORIZONTAL 1" ' = 5 VERTICAL I cn T,p.M• 35'6 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION LEGEND: O °� 356 i 354 ABBREVIATIONS S FURNISH & INSTALL SEINER PER CITY STANDARDS CL CENTERLINE 350 1 ��' ��. jjj INV INVERT CL FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN ! TYPE "A" PER C.O.B. STD. SW--4. MH MANHOLE U ' U � w � CB CATCH BASIN o to O o FURNISH & INSTALL SEWER CLEANOUT JB JUNCTION BOX O Qj, C0If- PER C.O.B. STD. SW--6. SMH SEWER MANHOLE o LO r SEE SHEET 10 SCO SEWER CLEANOUT U 1\1 I FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SDMH STORM DRAIN MANHOLE w U) FURNISH & INSTALL STORM DRAIN EXIST EXISTING O © MANHOLE TYPE "B" PER C.O.B. STD. D -18. ELEV ELEVATION L R/W RIGHT OF WAY - is FURNISH & INSTALL CATCH BASIN M.H. MANHOLE MOUNTAIN TYPE "A" PER C.O.B. STD. D -14. FL FLOWLINE- o 0 - RIDGE DRIVE 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 32.4 322 320 318 SECTION DESIGNATION: SECTION LETTER A 2 SHEET MERE SECTION IS SHOWN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. r 1 I J { { ! o ! 1 CD CD 6 o .J W � J ILU CD 0-) 5 T ! ��} CD ►� w ! o V/ 0 2 0 W N z Lc) 06 sk, J.-,v )CEO Q f— L� 1 w 0 589'02'47 "E 2 oa 24 +0 C4 M FL - _ _ _ 25 +00 538.00 -� S 8" , S S89'02'47 "E 269.00' • S89'02'47 "E o - SEWER FL w O 269.00 8 SEWER N , W STA. 28 +08 2 w I S81 '02 '34„ E 3, , 88 , T to F T cr R/W �: �, o •' 0 0° CD C z CD o I 1 ° 1 41 C) 0 13c: cr� t,[) W C6 C6 0 0 { _ ZW NN! t 1 + W Uv) ' 42 CD U Q?oo1 1 1 N LO p0) 3Q SEWER+ + - =14-14- CLEANOUT N0. 4 N 4 4 g 4 3 z 20' ! 20' SEE SHEET 10 N U + + <C S� Q Q Q to to E ! I 1 N �! HOLYOKE DRIVE _ w SEE SHEET 10 (f) V) V) r .J (STA* 23+02.49 TO STA. 25+76*49) SCALE-: i7 1 50 > HORIZONTAL 1" ' = 5 VERTICAL 334 332 330 328 326 324 322 320 INSTALL.. -26-9 -C 8" SEINER 0 SEE ^SHEE 316 23 +00 24 +00 25+00 362 360 358 356 354 352. f 350.. 348 346 344 342 t 340 _ _ _ z 338 1336 334 { 332 330 328 326 50 - -�-�-� 324 ) w w • 322. J s ____._ 320 )zzz 26 +00 I cn 360 1 t 358 O °� 356 i 354 Q 352 SEE SHEET 10- I Z 350 1 ��' ��. jjj � � j W CL w z w_j J 4 ! 346 � z U ' U � w � --, 342 o to O o • no ....! f o --J (/) 1 INVERT O Qj, C0If- 340 �'� 45 Of o LO r SEE SHEET 10 � W 338 U 1\1 I z U) (n! w U) r- r-_ w► o 334 332 330 328 326 324 322 320 INSTALL.. -26-9 -C 8" SEINER 0 SEE ^SHEE 316 23 +00 24 +00 25+00 362 360 358 356 354 352. f 350.. 348 346 344 342 t 340 _ _ _ z 338 1336 334 { 332 330 328 326 50 - -�-�-� 324 ) w w • 322. J s ____._ 320 )zzz 26 +00 TZ R/W FL 18" DRAIN w N00'57'1 3 "E 25.42' S89'02'47 "E 11 +oa 46.75 S89'02'47 "E V J I cn tt F- N O °� HOLYOKE DRIVE �o6w) Q c; SEE SHEET 10- I Z o 1 ��' ��. jjj � � j W CL w z w_j J o ! 0 � z U ' U � w � --, O F= o to O o o U o --J (/) 1 U W O Qj, C0If- Mix �'� 45 Of o LO r SEE SHEET 10 � W z U 1\1 I z U) C-30 w U) r- r-_ o O © to w , Xf OCK W r-- N L TZ R/W FL 18" DRAIN w N00'57'1 3 "E 25.42' S89'02'47 "E 11 +oa 46.75 S89'02'47 "E V J I cn <C LO F- N O °� �- �o6w) Q c; o d. It I Z _j 11 W 1 ��' ��. jjj � � j W CL w z w_j J o ! 0 � m o "'t U_ W _ + _ + ( LL- o U o --J (/) 1 it W a- W < I U Mix Z W P-- (/) C� 1-- O W (/) z m TZ R/W FL 18" DRAIN w N00'57'1 3 "E 25.42' S89'02'47 "E 11 +oa 46.75 S89'02'47 "E V J I cn <C LO F- I 5' 20 "c ! 20' co N Q 30 30' ! o � w MOUNTAIN n°` ° RIDGE DRIVE 0 Q m SEE SHEET 13 �,�^r �. LO z o ! 0 to cr) 34' t J 45' z V) (1) ` t � a MI it W a- W o 179 Q SEE SHEET 10 � W 1.'14' 0)01) U 1\1 I z U) ° C-! o O © �- e- CO w , Xf OCK W r-- N 203.90' 2+ S82'02'47 "E N o 145.19' V o ! z 18 DRAIN 18" DRAIN io 1 FL r / tt cr R/W z C:> I cn <C LO to z I 5' 20 "c ! 20' co N . �w ° 30 30' ! o c5cs 1 z ° °0 34' ! v �- ° 0 2 �,�^r �. LO z `f `✓ Y! z , to cr) �0 40 ! z J I UU V) (1) ` t � a MI z HOLYOKE DRIVE o' SEE SHEET 10 L0 L0 tl-_ rl_ 1.'14' 0)01) U 1\1 I T 364 362 360 358 356 354 352 350 348 346 344 342 tt tf ° °0 34' ! v �- ° 0 2 �,�^r �. LO z `f `✓ Y! z , �y w w �0 40 i J < J UU o Q� z O rn P0 L0 L0 tl-_ rl_ 1.'14' 0)01) w z O © �- e- CO W_ r-- N L rCl MOUNTAIN c=0 V) (n En En (n V) (n o 0 - RIDGE DRIVE Q X ; SEE SHEET 13 �W W U OYSTER WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 364 364 INSTALL 25.42 LF OF 18" RGJ= -RCP 0 -0.16% 362 t 362 t- 360 360 dN- CDC) N W O (f1f +O t6. p i � N z w 358 o _,.,.__.___._. _...__,. w ., _....._ • . r J . II - -T' 1 358 �-- } ° c�= z W C) > --y CL w° Z w �. s • Vy/ r,7_ _.__.._,_ .__..__ .__...a......_.._.._— •� � `�' ` z 356 356- + �f + © _-D U 4 -J u- z 354 ` �-° _ 354 p f z� j, U .� 4 F— z z W cn 1 Ut (un) z 352 __ -__� 352 t c ; ' i t W 350 .._.__.___..____.__.__._._ � __.._____..__._ . _ -._. ___�.�_., _ : 350 APP OXIMATE ' �x FINISHE GRADE; ° 0 PIPET b 348 -- ----------- 348 i f 1 r 346 ..___ .__.._._._.__..___..______w____ r. _._. w ;...___._ .,___._� (___ .___r_.__._. 5 346 344 - ____ _____ ___ ___ ___ __.___ r f 344 r IIJVERT 1" DRAIN Z __. 34 342. SECTION A SCALE 1 " =50' HORIZ. 5 1 " =5' VERT. 364 362 360 358 356 354 352 350 348 346 344 342 0 oZ co LL' �I- z � I W U co w J � W CD pc�0 N {� W Q m PO POU)M rn cl .4c '� OG a z W t,3 F C "� .;.. t 4 ,� cT` '� t,-., a ts• a a , �t �� "�v rg7 �,� h'� ` #ti, oe '{;t + n ._.bmrzrx:,r ... :: a.� v .:r ,K . :::. ;,.s- :.;.: ✓...�.+weuo:'fi.c,..; w�...vrrxr,:v..•.sr. V_ to 0 N o co p 0 z LLI a < D LLI m Q � U Q Lt � U 4 > U c� w 0 Im w M m �C) U Q �W U W V 0 CDk 0- 5- w° �- pe-) N d cow Vi! 0 v z (c; W T + to �N N •Q W�cf)� ��Ocv,a o� � Ix Cl �oc4ac coo ui 10 + cl) x m 07 cl) >0m SE. N , Q w •� o m Imm Z cl) UJ Z Zz W= cl) uj. w>0 0 cl) N O a uj W 0 Z � � a a v� a w z w LO m V (-7.cc `7 ,0e I T If J #ER#ANTS LANE a F- SEE SHEET 10 I! o z w= - � _- I �_ W- 20 20 r' o ct; M ; ! f oo orW ! t I Nz m N`r II, o I HOLY E DRIVE Op �� �' I �--- - ,� �-- • Lri �--- ,- • 30 30 •' w � ° -� f-- o J 1 1 SE • O� ��`� sue, I © o a z . Z o o ,..� -� w � =-� j w w _0 c � c.� 1 f © it E SHEET 10 o °_ i 2 Q • /_J w I o f 1 CD j U c.� © 5 cw c? c� z c-? J o I w ° ! ,,, w �-I i I ' (Y w o� ' •A �- O 16 LJ) 1 • V Q V, 4� w w w �.. J (� w N w v I Q I I i 0') i w _ I I ►� O rn 0 5 tL ,M T- to N �'-� c� J t cam! d- ! °cam! o f � . 1. co 0o - 20 0' 36 w Q�F ���s, ►� �-- "? °• ! z co L�.�,' :flo ...� '� r� �" ° e c.a Y I 2 f cr ,� � z d; ♦ U ct3 0 ,� 100 � @ w ° ;n 04 '"� 0 6 W O c� L0 `n <C o a °- ° I ! + + _ + UJ � ° + 00 � + o I � m >-- ' 30 3Q' cv co w en rn - ,�� co c� © o U er) --� en ° � o z ° f I 1 W J - - - - - - - !� ! I o0 I b ++ I w .— 0 F— ¢ w Q I a� I 1 O 0° + -F- + + N N + ! + F-- s ¢ ( + to Car _ ! o I r- I I N .-- ! rf, I � z •' �o co .�-. U - m 0.. cf� -`�, U o ! z -i- 5 < w ' z +"'� �"� 0 w m V l c_ I w V J ( J V J ...mot Q • o J 1 I ST /• `�4' Q Q Q Q �`�- t`z- Q ♦ Q cn cn w cn cn to z c� ¢ ( n Q < -! � (3 (3 ! • / W t- ° U F- U �V 76 9��g n RlW n n cn En cn n �� n 1 W oo cn I + ,- 1 w n c N o f 35 _ 2 ; 24 -- - - - - - - -- - -- - _ _ _ `. __ -_•-_ - � - �,,..- . _ I � � cfl; I o rn w N o Ci 60 9 oo - Q i ,� �; d- Z o o 1 '� j } . S89W 4 E 30" DRAIN 81--05 - Sfi4 49 37 IIV 38.98 - _ _ R/W I � 1 7 f S89002'4 -7�E 11 +00 12 +00 295.48 - - 15 +00 18 DRAIN 16 +00 1 I f a (3 Q - _ _ + � _ _ 14+ 00 T - - - F- + E-- +- • w ,- ! 89'02'47 111.69' I --- - ! ° u� -- -- - - - - SS S - Lo S89'02'47" 0 6" •SEWER w 175.00' S89'OZ'47 "E 8" SEWER 291.53 ,, - 4 17+00 -•--._ o CD o # " S8fi 4414 E 8" SEWER'-- F _ Q cn `� FL t S89 02 47 E 171.05 207.44 - S7 . , L _ ,- t 1 30'1O�E'�`--- - 1 g+ Qo _ 34 3 Q O cr R W cr '� -- r� ♦ cr - _R '269`° ---- -- S. G1 -F-�` G•�-`. �' � 16" � o o t1. � o > Q / o �- oo I � � - 88 1�--Q o O �-- C7 �� m I � ! O II• II. N N � �'`' a w - . �� ,- c a; oc c,; �-- r` o - _ N o • .. - FF S 4l,Q �O 1 N I J N I N ° FL "' 2 20 +0 I cv 1 ev I ev = 1, A. © o ' ,= o °o 00 �; t� '- .___._, 319.57' S o F ,.� ac I as 1 '� � � I ! f ' z J w I Q ,� c; - 3t z Q0 oi o r< 3 RIWJ LLJ ° I = o a ©I N SEE DETAIL A I `` ,,�; ,,� I , ,,� �' ! `s' 'y' 0 18 cv THIS DRAWING •. + I Q I Q z o o I Q f I N Q z�� � u? rr? � 1 ° � vW r= 19 a 20 21- ++ 2 2 I I n Q CO� n �,�J,w po -- + 1 f 6 V 23 24 ` sQQ 201 20 Q:-. 1-1, + N �o cn I I I t ! I 4 co N 1 { 0n�! 3{ 30 cn I nnn ! n nn f 2/ + �o�3 � - c 1 w U� � CALYPSO WAY f �, cn S o Z 00 CP_ 1\1 I T I f + E- �J SEE SHEET 11 29 f IQ00 00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 500.00' 92.01 ' 46.13' 10'32' 36" 2 500.00' 92.01' 46.13' 1 10'32'37" i�+m ' I 30 1 31 N Ida- QUEBEC SCALE: 1" = 50 HORIZONTAL 1" = 5' VERTICAL ,3[ -zW Jr N IA D 9 11+00 12+00 13+ Uu 1 �r-r vv • .• . %0 SECTION DESIGNATION: SEC11ON LETTER A -- ---- -- -- 2 SHEET MERE SECT1O1. IS SH11 _ NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. II. � T•Q, 34 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION LEGEND: N O �- `t`�- Q ABBREVIATIONS f ~ w � J FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE � FURNISH &INSTALL SEWER MANHOLE INV INVERT z .Q 0 J it J TYPE "A" PER C.O.B. STD. SW -4. SD STORM DRAIN 1 W U U I o MH MANHOLE ro FURNISH & INSTALL SEWER CLEANOUT CB CATCH.. BASIN - -tai - Lu © ++ NW PER C.O.B. STD. SW--6. JB JUNCTION BOX _ X= W 04 0 v_ v) ° � I + SMH SEWER MANHOLE _ _ p FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SCO SEVER CLEANOU T m o SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING FL MANHOLE TYPE "B" PER C.O.B. STD. D -18. ELEV W R/W ELEVATION RIGHT OF WAY 1°'�" FURNISH &INSTALL CATCH BASIN "A" M.H. MANHOLE TYPE PER C.O.B. STD. D -14♦ FL FLOWLINE t .1 LJ > �C U SECTION DESIGNATION: SEC11ON LETTER A -- ---- -- -- 2 SHEET MERE SECT1O1. IS SH11 _ NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 24" DRAIN -SEE SHEET 11 IS891*0214 E W DRAIN 181.05 12 +00 S89.02'47 "E 295.48" 14+00 + �- " _ _ _ -1- -- 89* 47 E 171.05 S g 5' 8" SEWER FL Q z z C; A L; ir o to / R/W / Mme, w Q �- 23 V w iw w o q .�- � .�- II I!• � o i w Lo w Fes` I it I o 0 o I o r, to 0 Lo . N © U3 C) �n i! tV V) ,� to C4,4 N N .d.. I!- N�� NQ © z N'� O -j it W w 22 z° _ voI R ! on , � z ui- 2.4 UJ � o wJ z z r�i w -' (L 00 0o I M I ! 0o 0 00 00 - N w M in • © 00 c[) u') CC c c) 00 n re) � az W LL_ v-- 5, o + + r- + + + J 1 U CJ w NN 20 20 NN w nro �Q�I a �w o r I I I O Q •�� U <ma. o QQI 30 30 f 0 Qac n ¢¢ o ¢gin_ � 0 w z ,I P � - w- I-- F- z F-- F- r) z:0 - � z ca w V) V) cn 'cn rn w (nu) c� cn z r� CALYPSO WAY SEE SHEET 11 INS 18"---R( 358 - - -__�- 356 s 354 r i 3521, .._- t 350 348__. 346 F 344 342 i 340 { 338 i r 336 �FTAI , A SCALE 1" =50' HORIZ. 6 3�1 -� SECTION A SCALE 1"=50" HORIZ. 6 1" =5' VERB. )0 LP OF 358 356 C> ci Lo d- { 354 U :; u J _.._..__ ____.... 352 + _.__�_... i 350 M <o cn z 348 346 'ROXIOATE �FINIS DE PIPE f z 34 340 i 1 Y t m II. � 0 1 a � �— 0 N O �- `t`�- Q . ti• ~' J f ~ w � J f C)- I -d Wm- Q I O Z O N N Car C) m w z .Q 0 J it J J '- ,Un `c3 1 W U U I o w w z 1 '12 �¢ ��� w °' o00011I10 I��� ���o ro z 0) s-- w 4CD 0) r W z o - -tai - Lu © ++ NW W <Cw w NN LL_ 04 I t3) N N = l � r- V- ¢ r-- _ X= W 04 0 v_ v) ° � I + c z W -- -- F-- F- w U) to to � cn to z --- LAJ w w .` w to to �-- to to cn Q m o ui ac _ R/W n 1 FL 24" DRAIN -SEE SHEET 11 IS891*0214 E W DRAIN 181.05 12 +00 S89.02'47 "E 295.48" 14+00 + �- " _ _ _ -1- -- 89* 47 E 171.05 S g 5' 8" SEWER FL Q z z C; A L; ir o to / R/W / Mme, w Q �- 23 V w iw w o q .�- � .�- II I!• � o i w Lo w Fes` I it I o 0 o I o r, to 0 Lo . N © U3 C) �n i! tV V) ,� to C4,4 N N .d.. I!- N�� NQ © z N'� O -j it W w 22 z° _ voI R ! on , � z ui- 2.4 UJ � o wJ z z r�i w -' (L 00 0o I M I ! 0o 0 00 00 - N w M in • © 00 c[) u') CC c c) 00 n re) � az W LL_ v-- 5, o + + r- + + + J 1 U CJ w NN 20 20 NN w nro �Q�I a �w o r I I I O Q •�� U <ma. o QQI 30 30 f 0 Qac n ¢¢ o ¢gin_ � 0 w z ,I P � - w- I-- F- z F-- F- r) z:0 - � z ca w V) V) cn 'cn rn w (nu) c� cn z r� CALYPSO WAY SEE SHEET 11 INS 18"---R( 358 - - -__�- 356 s 354 r i 3521, .._- t 350 348__. 346 F 344 342 i 340 { 338 i r 336 �FTAI , A SCALE 1" =50' HORIZ. 6 3�1 -� SECTION A SCALE 1"=50" HORIZ. 6 1" =5' VERB. )0 LP OF 358 356 C> ci Lo d- { 354 U :; u J _.._..__ ____.... 352 + _.__�_... i 350 M <o cn z 348 346 'ROXIOATE �FINIS DE PIPE f z 34 340 i 1 Y t m co z 0 1 a � �— 0 N O �- `t`�- V_ V_ ti 0 z co 0 U fy -t o 0 z w z u- I m w Q _J ° o J �[ d- Ck w ago 2 aC � W 0 W to U) co imm to t c z W m a Q � Y Q W m o ui ac _ 4 1 \J\ 4 t 6i ui l- V.- t .1 LJ > �C U Foam c m z mime Lli Im1 0 V - yn,,,k :r J am'rt.�ht F.A •fn K Yn'^�.Tgf'liFe'.ti><^';25 0 j c �. ft � . _yr r ( MMM1.,V. _ .kl- It ;. S.. J. /r./.S+.ti 4. M.'.l.,xt.yhbt'.tn '.A- :.!.a. r. -'v .`.:N:K�. ..s.Kr.:. s...ii :. ... ..0 Yn'.�..♦ _.. .s..�� -.+. .-. W Q 0 Q 0 W W I W co W Irm IL � 0 co z o ti z :R cc Ck UJ cl) 2 aC � W 0 imm Z c z iii ui ac *row� w ul 4 t ui l- V.- W Foam co m- m z mime Lli w ti to m o 0 0 z F-- w cc Fmo U 4 a W W I W co W Irm IL � 0 ASHE ROAD u SEE SHEET 13 SELMA STREET T SEE SHEET 9 20* COASTAL LANE 11 20* 1 SEE SHEET 11 30 30" mw WAR-= INNER M0001 < 0:� 3:0 AL 5' NOW- 0 z R/W If. '� a I ! =:) W I n o r", 21 - 4: tq qr)- I I o I I it ! 1 0 w -i F*%. C) 11 m En -j o EN < tn m IWO 0 to > 30 n 31 Q om P%- Q- z .-M*'�C; 11 LAJ-4 ■ 01 mp di cyc C) `0 32 3 LO Ow -J 34 35 ff) o 6 37 38 1 9 1* 0 1 1 z w Lj C) c; uiz 3 40 0m: < I L6 W 12 cn r W W LLJ Q 0 LL: LAJ + C) Z - - Ui C) F-: 10 CL U) z j C) 55' v- 0 cn C) a 0 0 tow • . v- --I cr- C) C) i C) o 0 00 c3i W I C) z Iu 203' 0 j r..: ft 010 C) a. n I C) F Iz < u") UL 0i a; I C) © z < < LU )* - i 0 CN z C-4 1 0i 0) ai I 1 0 u En m 2 r'.: - CN I 0i 0 65p -0 W 0 :r nn r1--- 0 + I c1q CN 0i ci (3) W 30 1 30* W�- -I v- v- co 0 ou- w 14 Z ntr) 0 r-. CN CN CN ■ L) L) T- :r + (f) z 0 C) re-) 0 -';t� - 23 0++ + < cy) 0) 00 14- ";t:. m: 1251 u- " .4 -j V) < 66 CD C-0 I'd: 0 n i�? c 114- z - C) v- "I-< w -W c) m + + W cn (D (7) CD CN Z p c), co 114- C) u! 00 < MW CN CN cNi r-� < 0)m Z o C) 00 r- T- (0 + + + + pq T- ME + + ci cNi < ma) z 29 10, o .4i X Q- 3:: + + kw) I n cv + I tn CN C) di 0 51 L.) cs ;Fc Lu 1-- 0 Lu 04 + + + CD rl%• CN M ++ 5 on FL z V)zin v- Ln LO 0:: + + + + I a° a + w cn w z ui (10 + W 04 CN ti) < c) F- 04 F- dip < loop..- �- V) V)U) u)v) < LLJ F- z Nt R/W © cn < t4i tin < C14 <16 V) (n U) /W F- 0 (n cn cn cn Lo (n FL- 22.17011 LLJ:�. FL S00*57'13`*W 45.00' c1q 18" DRAIN 6" SEWER 00 18" DRAIN `b SEE SHEET 11 12+00 S89`02V"E 172.970 S89*02947"E LO S89*02'47"E 225.55 --- 8" SE b I %F � - - i CN 'e). 400.00 LO o' -S8 + . �r - - - 0� 1, 47*E CNI n' Q CATCH BASIN NO. 21 V 10 9:602*4 7**E- P�� V-- - - I - - - - - - ---- - s S--- 400.W SEE SHEET 11 78.33' 1-69.8 s s S89*020 s 8" SEWER D 4mmmm=Nm ''00 S89#02*47"E 24" DRAIN S89 VZ'4-/ L 13+00 A 15+00 16+00 S89*02*4rE 24- DRAIN 186.99* _0 17+00 18+00 19+00 700.009 20+00 t ols-101- C) I ammumm 04 PO FL D 0 u STORM DRAIN M.H. NO. 25 uj z 11 FL CD SEE SHEET 11 DC F= 0 Lj C%4 W m 11 L R C) /W 2 F, 9, + tlia 4 0 uj C) C) C) c toz 1> C14 m o 0 R/W CLI CLI CLI • zi z< < © C) 0 ry LU Z - " 0 m (D n © #< I 1= a- R/W rn I o 1 1--: n CD (D • --Jac M V) 3t a; 6 CD C) 0 00 1 14 En %%b #0 1 P10 I ai a; W - I m: C-) in LL- 0 L0z 0 ry pe) NO < Z & z < Z C) pr) Lj 0 -j(j) qqt al:� IM jr � 00 pe) Z-i LOW) F�o C-� CO) O-j ;z I? oc> -r 0 Ci z 04 C) # N # M PO s F- En 04 PO L6 C.0 U-) + 40MM-3 Lei Lri 0:: W 0606 + + o - pn (D u� mv) Z nnj ♦ CN V) + + Ir- 00 LO C\j 0< o + + --j--j T- 00 LO W + + 58* 6 SEE DETAIL A + + + + 0 00 00 tm v- v- 06 M a a %- m 65* 10 THIS DRAWING C-� I I I r- m W 6 + + oucia 5p 1 W I I I CN m cn u� < 04 04 + < < ov) I I 'q- 0 0 1 Of 1 0 20 cn En En (n 75.00* LO 20 .410 (n v- cl4c> (n C> W < i-- V) ++ 011 23 u' 15 • P too + 27 w c5 5 3 301 < En En En C-40 8 "In 3 51 6 V) . (n w U.) to C> t ! a- 28 1 26 2 24 (n 22 (n 21 20 z, . CF) 19 1 17 16 z ++ ASHE ROAD << SEE SHEET 13 F- �- CABOT WAY 0 04 inin cq its SEE SHEET 11 z - Ld -v) THORTON AVENUE SCALE: 1 = 50' HORIZONTAL %v N1111111111 5' V A I AL LAML I \1 I I ? (nu) SEE SHEET 11 .Lay. .3 ELEVATION r4! � TOP OF MANHOLE/TOP OF CLEANOUT ELEVA LEGEND: SECTION DESIGNATION:, SECTION LETTER MEN NOW Almommmmon OWN MEN MEN NER 2 SHEET WHERE SECTION IS SHOWN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5" OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. Own 1 . ... ..... sue � N'�i3 � ' Z b N Li j O REVISION �� �� d7 APPROVED BY: v ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/08 REVISION APPROVED BY: MARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/08 358i IN 356 � Y.w___.. 4 0" 354" 3521 350' 348'i 3461; AF 3441 GR 342". 340� n._� r_ 3381, 336; 334� 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 358 356 354 352 350 348 346 344 342 340 338 336 334 0 to < .0 z W 0 Z Li- < —1 -J < Ld K) Lij 00 _j 0 C:) t W LLI x 0 o 0 *� 0 IN (0) z LAJ Im 13 V) im 0 Lai LAJ t7 V v6 CJ (4s ABBREVIATIONS s FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE INV INVERT G FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE "A" PER C.O.B. STD. SW-4. MH MANHOLE CB CATCH BASIN C FURNISH & INSTALL SEWER CLEANOUT J1B JUNCTION BOX PER C.O.B. STD. SW-6. SMH SEWER MANHOLE sco SEWER CLEANOUT FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING MANHOLE TYPE "B" PER C.O.B. STD. D-18. ELEV ELEVATION R/W RIGHT OF WAY or FURNISH & INSTALL CATCH BASIN M.H. MANHOLE TYPE "A" PER C.O.B. STD. D-14. FL FLOWLINE C-4 0 c> SECTION DESIGNATION:, SECTION LETTER MEN NOW Almommmmon OWN MEN MEN NER 2 SHEET WHERE SECTION IS SHOWN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5" OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. Own 1 . ... ..... sue � N'�i3 � ' Z b N Li j O REVISION �� �� d7 APPROVED BY: v ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/08 REVISION APPROVED BY: MARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/08 358i IN 356 � Y.w___.. 4 0" 354" 3521 350' 348'i 3461; AF 3441 GR 342". 340� n._� r_ 3381, 336; 334� 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 358 356 354 352 350 348 346 344 342 340 338 336 334 0 to < .0 z W 0 Z Li- < —1 -J < Ld K) Lij 00 _j 0 C:) t W LLI x 0 o 0 *� 0 IN (0) z LAJ Im 13 V) im 0 Lai LAJ t7 V v6 CJ (4s i 3582 356 354 352 350 348 i Y 346' 344 342 i 340 1 338 3361 334 SEE SHEET 11 D TAIL r ASCALE 1 " =50' HORIz. �, 7 358 356 354 352 350 348 346 344 342 340 338 336 334 SECTION SECTION �+ z x S _ ., Y - . ^ , *j r. SCALE 1 =50' HORIZ# g . SCALE 1 =50' HOR IZ6 7-f 7 - -:e 5' VERT. 1 5' VERT. /.2 Lum ti V qrm L;j ° Q� V W z i C-4 0 c> C-4 14- 0 cr 0 0 m 0 z # U,):z 0 (:5 00 eq �c< - 0 M L" j Q _j C.) z (3 32 L30 33 C) c') . . . . . . 30 3, 0- - Z z c3i Z ro to (L U-)"- liz lxw T- < � 0 If) C> CN >; Z. C) < ma) 00 V- pe) C:) �- M C:)F- LJJ w 16 c; cy) (7) C) LLJ ol) + + n K) LA- + 144- LAJ C .,* + LLJ V) W + + n CN c-Ij -3: LLJ + CN C) X V-:c v) < W Z v- Ir- + U -) (n o¢¢ ui < *LLi < < < cn R/W V) V) V) z Lu �-Lu LAJ V) C/) v)v) C---> (f) V) R/W < FL FL < S89132 �4rt 169- 83 8" DRAIN w cil z C) :!he in S89'*02"47*E smmmmmft� m -\ s - SEE SHEET 11 8" SEWER to C'4 0 `0 400.00" < + s s > m C-) C) F ,,;89*Cr2 4rE: 13+ 24�" DRAJ 186.99 14+00 24* DRAIN 1,15+00 700.00 0 :Z CN SEE SHEET 11 S89-02p47"E cn FL--/ FL C) LLj R/W A Q z 0— z'b R/W < :R c) 7 tow X LO CD < 1= em 00 P%-,- colt 24, PO �. LO Of 0:: OcNn 00 # -a 0 m m co WCN Ki ff) CD 00'4- 0' .4ro 17 m Go v- 00 ft U) r%. 4- . C%i c� ©p Oo-st 0 ji + LLI F- C:) 26 25 (5 -Li it C%4z 4R Z < 0 z 04 Z (N < z: eq C-4n>; I LO n° -00 z Uww 1> W 00 0 10 0 IV) :r 00 uj uo Z ._j 23 ->w (-)UJ < Z CNLAJ AD M P6 -J LL- i 0- — a 00 r%- LOLO a q* C4 . z C> CL — npr) nrq C) U') z . . < LO LA: 1 Lr) LL: w e tn to 0:: cnm 00 nn Im n C) v �J� ++ nn I - 20 20 - ++ + It* + U-* 1.0 + V) < v--<U.i mo:: 0 T-- I 301 30' 1* -1 (n z �o - to z° z ui , O R < z 'ug: a- to ...1 CABOT WAY v) c n C'n ui v) cn e4 cn k es i 3582 356 354 352 350 348 i Y 346' 344 342 i 340 1 338 3361 334 SEE SHEET 11 D TAIL r ASCALE 1 " =50' HORIz. �, 7 358 356 354 352 350 348 346 344 342 340 338 336 334 SECTION SECTION �+ z x S _ ., Y - . ^ , *j r. SCALE 1 =50' HORIZ# g . SCALE 1 =50' HOR IZ6 7-f 7 - -:e 5' VERT. 1 5' VERT. /.2 Lum ti V qrm 0 0 X ol �� 1010 0 20 BIDDEFORD STREET SEE RIGHT SIDE THIS DRAWING U l\ l I I - WASHBURN WAY SCALE.:- 1" = 50' HORIZONTAL 1" 5' VERTICAL 5" 20 20 30s W I f SAMUELSON STREET- SEE SHEETS 4 & 5 ff ABBREVIATIONS BEARING FURNISH & INSTALL SEWER PER CITY STANDARDS Z�o CENTERLINE Of L2 (/) z)-j INVERT Mill FURNISH & INSTALL SEWER MANHOLE r Z) STORM DRAIN TYPE "A" PER C.O.B. STD. SW-4. MH MANHOLE 360 13 CB CATCH BASIN 0 FURNISH & INSTALL SEWER CLEANOUT C:)Cn JUNCTION BOX a--d- PER C.O.B. STD. SW-6. 05 (6 SEWER MANHOLE C) CD C) if roc SEWER CLEANOUT D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS �� 12 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING MANHOLE TYPE "Br PER C.O.-B. STD. D-18. ou 4 3,5-.6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND: -1 --7 0 C) t6 z C)a C)(D cc:) L6 Lci n Po 10 SECTION DESIGNATION: SEc,nON LETTER L 2 SHEET WHERE SECTION IS SHOWON lZ lu NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5* OPENINGS PER C.O.B. STD. D-1-4. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 362 WASHBURN WAY SEE LEFT SIDE THIS DRAWING fi 0 < -T- 19 20 1-- z V) < V) J ��l 1 7 F-: . '-'--CN r MERCHANTS LANE n SEE SHEET 10 z: aQ U (n V) LINE TABLE ABBREVIATIONS BEARING FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE 30.00' L2 INV INVERT - ------ - - FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE "A" PER C.O.B. STD. SW-4. MH MANHOLE 360 358 CB CATCH BASIN 0 FURNISH & INSTALL SEWER CLEANOUT JB JUNCTION BOX cl PER C.O.B. STD. SW-6. SMH SEWER MANHOLE C�(n) co C) if sco SEWER CLEANOUT D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING MANHOLE TYPE "Br PER C.O.-B. STD. D-18. ELEV ELEVATION co R/W RIGHT OF WAY or FURNISH & INSTALL CATCH BASIN M-. H. MANHOLE 'r-0 TYPE "A" PER CAR STD. D-14. FL FLOWLINE z -1 --7 0 C) t6 z C)a C)(D cc:) L6 Lci n Po 10 SECTION DESIGNATION: SEc,nON LETTER L 2 SHEET WHERE SECTION IS SHOWON lZ lu NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5* OPENINGS PER C.O.B. STD. D-1-4. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 362 WASHBURN WAY SEE LEFT SIDE THIS DRAWING fi 0 < -T- 19 20 1-- z V) < V) J ��l 1 7 F-: . '-'--CN r MERCHANTS LANE n SEE SHEET 10 z: aQ U (n V) LINE TABLE LINE BEARING DISTANCE Ll S89"02'47"El 30.00' L2 S00'57'1 3 "W 15.42' -P, BIDDEFORD STREET SCALE: 1" = 50' HORIZONTAL. 1 = 5' VERTICAL ff HOLYOKE DRIVE SEE SHEET 10 I 'I I I HOLYOKE DRIVE SEE SHEET 10 q. .... . ..... -------- - -------- '32-4 -_ _.- ...___..._.- .____.__ .._- .- ___.,._ - ____ -_.___ , -------- 322 CC W .0 u- 17+00 18+00 362 - ------ - - 362 IN TALL 15.142 LF OF 18 Kti-RCP, 00.26% M 7r- 7 40 .. ..... .... 360 358 • Lo U, r-6 ......... . ------- eq C) (o 358 "q- cl 3561 C�(n) co C) if © (6 - . ...... 356 W ill*- co ++ uj 90 354 C) (n En 39 362 324 ------------- ------- 3-22; _ _ _ _ __ _ -_ 10+00 11+00 12+00 13+00 14+00 15+00 Ire, AV lov li 38 37 0 (o 0 :D %4% 0 < I .... . ..... -------- - -------- '32-4 -_ _.- ...___..._.- .____.__ .._- .- ___.,._ - ____ -_.___ , -------- 322 16+00 17+00 18+00 362 - ------ - - 362 IN TALL 15.142 LF OF 18 Kti-RCP, 00.26% 36.0 .. ..... .... 360 358 • Lo U, r-6 ......... . ------- eq C) (o 358 "q- cl 3561 C�(n) co C) if . ...... 356 W Lo uj 90 354 C) -1354 co ui M n m LL-Lu Of Lo c-li 352 0 'r-0 ---------- 352 z Im- LLJ 350. LLJ V) V)z M I-- F-iz:z U) V) 350 348 -- --- ------- - ---------- -- - 0 348 APPROXIMATE rINISHED,' 6RADII 0 PIPE 346 -------------- ---------- 46 T- 344 344 u- uj Cl Of 342 --------- - ------ INVERT 342 18" DRAIN 340 .. . ........ 340 338 ---------- ----- ----- 338 V) a- co 336 - ----- .... . ....... - --- --- ---- --- 334 --------- --------- .......... . 334 SECTION A SCALE 1 =50' HORIZ. 8 1 =5' VERT. 38 37 0 (o 0 :D %4% 0 < I co uj co 0 uj T- Of co cn d uj a- uj co CD < C'4 -01 37 38 39 u ��l 1 r SAMUELSON STREET SEE SHEETS 4 & 5 L z 0 Q Lli U) 40 x Ld F- z SAMUELSON STREET SEE SHEETS 4 & 5 1 u j I T 362 f J ��� 1 r 1 MAINE AVENUE SEE SHEETS 3 & 5 BERING LANE SCALE-0 0 1" — 50' � HORIZONTAL 1" = " 5 VERTICAL V) + -t- W Q ui F- Z_ Q MAINE AVENUE (_9j SEE SHEETS 3 & 5 V) V) 11+00 12+00 36 v- Z C) m �-�' C406 35 SECTION DESIGN SEC11ON LETTER 2 SHEET WHERE SEC11ON IS SHOW NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.59 OPENINGS PER C.O•B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. i\1 I T "MORTON AVENUE SEE SHEET 7 C14 28 (25 Z M 27 26 z 25 Z E-30 'MORTON AVENUE SEE SHEET 7 u 1\1 I _r /f Y CURVE TABLE CURVE RADIUS 3s0 0 DELTA C> ui 38 00 356 0 41 a- ?U FURNISH & INSTALL SEWER PER CITY STANDARDS cici CENTERLINE C) CD .. ......... 354 �O ui "i INVERT C> 0 35--2 F_ w z: >i �g LLJ tn n STORM DRAIN n 50 MH MANHOLE m U) 37 36 v- Z C) m �-�' C406 35 SECTION DESIGN SEC11ON LETTER 2 SHEET WHERE SEC11ON IS SHOW NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.59 OPENINGS PER C.O•B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. i\1 I T "MORTON AVENUE SEE SHEET 7 C14 28 (25 Z M 27 26 z 25 Z E-30 'MORTON AVENUE SEE SHEET 7 u 1\1 I _r /f Y CURVE TABLE CURVE RADIUS 3s0 W cc"04 Fit oi DELTA th ---------- v7 V) 358 00 356 0 41 a- ?U FURNISH & INSTALL SEWER PER CITY STANDARDS 0 CENTERLINE 3.89' .. ......... 354 mw u- Z) INVERT 00 35--2 F_ w z: >i �g LLJ tn n STORM DRAIN . ... ... 50 MH MANHOLE .348 CB CATCH BASIN __ _- _ __ ! _ _ _ __- _ _ _ _ 346 ---------- 1 344 342 SMH 340 D 338 sco 336 W 334 SDMH 332 0 330 O Lo; L6 EXISTING V) W;; MANHOLE TYPE "B" PER C.O.B. STD. D-18. WLU 00 (o up J w o C) Lo c) qq ELEVATION C!nc % 326 +Ton: RIGHT OF WAY LLJ >> 324 z Z�' 1 MANHOLE 'INSTALL 322 13+00 FLOWLINE 36 v- Z C) m �-�' C406 35 SECTION DESIGN SEC11ON LETTER 2 SHEET WHERE SEC11ON IS SHOW NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.59 OPENINGS PER C.O•B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. i\1 I T "MORTON AVENUE SEE SHEET 7 C14 28 (25 Z M 27 26 z 25 Z E-30 'MORTON AVENUE SEE SHEET 7 u 1\1 I _r /f Y CURVE TABLE CURVE RADIUS TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEG N D: DELTA 346 ` -------- - -------- 500.00' eq 7.79 ABBREVIATIONS s- FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE 3.89' 00'053"32" INV INVERT G FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE "A" PER C•O.B. STD. SW-4. MH MANHOLE FURNISH & INSTALL SEWER CLEANOUT CB CATCH BASIN 338; PER C.O.B. STD. SW-6- JB JUNCTION BOX < SMH SEWER MANHOLE D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS sco SEWER CLEANOUT W W SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING MANHOLE TYPE "B" PER C.O.B. STD. D-18. ELEV ELEVATION CD 8z R/W RIGHT OF WAY ---- --- ----- < z FURNISH & INSTALL CATCH BASIN "A" M.H. MANHOLE 'INSTALL TYPE PER C.O.B. STD. D-14. FL FLOWLINE 36 v- Z C) m �-�' C406 35 SECTION DESIGN SEC11ON LETTER 2 SHEET WHERE SEC11ON IS SHOW NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.59 OPENINGS PER C.O•B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. i\1 I T "MORTON AVENUE SEE SHEET 7 C14 28 (25 Z M 27 26 z 25 Z E-30 'MORTON AVENUE SEE SHEET 7 u 1\1 I _r /f Y CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 346 ` -------- - -------- 500.00' eq 7.79 3.89' 00'53' 33" 2 500.00' 7.79' 3.89' 00'053"32" 500.00" 15.58;--] 7.79' 01'47'05» 350 348 1 -------- --- APP aC FLJ GRA 346 ` -------- - -------- - - c; F_ 0') j7_K6 All- 344 ------------ -- _ C5 r A., 7 W OD Lei 342 ------------ 0 340 0 -It O 338; -------- -- w 336 < --­--------- ------ — ----- -- - - --- 334 z z �c W W w 332 i Z Z LJ co 330' two CD 8z 328' ---- --- ----- < z 0 Ld (0 'INSTALL 326 10+00 11+00 (f) ++ 4 1 1 5 1 1 q nr- IVR' OXFORD HILLS DRIVE Z QQ SEE SHEET 14 J ��l 1 7 SELMA STREET SCALE: 1. 50' HORIZONTAL 1 = 5' VERTICAL 12+00 iwms_,kTs-1 14+00 .001 .101 c cn -240 09 9 101 .01 8 kA STA. 15+68-95, 2.40LT N00'03'12"W 48.55' <1\ zo zz, .0 kp CIO Fj 0 .... . ..... ------ ....... . ........... ---------- 350 -------------------- 1348 15+00 346 i. ------- 1338 336 LLJ > 1332 - I - 3 --- - --- --- - 3 0 1,328 !:z ------ J 326 Q ca z aC FLJ o _ C:) c; F_ 0') 0 All- .-j C 0 < C5 r A., 7 .001 .101 c cn -240 09 9 101 .01 8 kA STA. 15+68-95, 2.40LT N00'03'12"W 48.55' <1\ zo zz, .0 kp CIO Fj 0 .... . ..... ------ ....... . ........... ---------- 350 -------------------- 1348 15+00 346 i. ------- 1338 336 LLJ > 1332 - I - 3 --- - --- --- - 3 0 1,328 !:z ------ J 326 Q Ld ca z aC FLJ o _ C:) F_ 0') 0 I.. < Lu V_ W OD 0 z 00 0 0 -It O z w < < 0 _75 X z �c W W w n Z LJ co Z two w D 0 Ld (0 V) 4D o LL_ Qo 0 00 C'*4 0 0 U) z V_ N ry Ld m \e z LLI y 0 Ix U 06- 0- to Q. Ld W ILI W VOW UL 0 ca z aC FLJ 4c I.. Lu co W wow loom < w co r X z �c W w Z Z two w 0 to rlv*m cr `� 0 4D w 0 00 C'*4 0 z V_ W ILI W VOW UL 0 30 31 / SEWER MANHOLE NO. 22 SEE SHEET 6 32 AA SAP � .000' 0,'`.0° I 2 • f� • k f i i 362 360 358 356 354 352 350 348 346 344 342 3-40 338 336 334 332 330 328 326 QU E� HE �ENUE �J j l 7 N 35 36 lu i\1 J T ainnFFnRn c-MFF-r I I \ I I -r 37 38 V CD O (!) w uo r� I m f 5' _�___ I V w + n r-, w U, U)V 20 20 41 39 Q 4-0 30' 30' Z E3 En n v} SAMUELSON STREET SEE SHEETS 4 & 5 20'0 1 20' f zn' IF F zn' I I f 3 2 OYSTER WAY 1 SEE SHEET 5 I� i\1 I I 1 f 1 v 1< E DRIVE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 13+00 14+00 15+00 16E+ aQ " 6 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION 1 LEGEND: ABBREVIATIONS. )'X X�' \ CL CENTERLINE SEE SHEET 8 19 w INV INVERT CC f Of 1 SD OYSTER WAY 1 SEE SHEET 5 I� i\1 I I 1 f 1 v 1< E DRIVE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 13+00 14+00 15+00 16E+ aQ " 6 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION 1 LEGEND: SECTION DESIGNATION: SECTION LETTER A -- ---- -- -- 2 SHEET WHERE SECTION IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.Q.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOJI ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. J j 1 r 1 QUEBEC AVENUE SEE SHEET 6 � 1 I 1-201 620_ - � 30' 3Q' 23 5 5 10 l { N ABBREVIATIONS. S FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE SEE SHEET 8 19 w INV INVERT CC f Of FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN Q -j TYPE "A" PER C.O.B. STD. SW -4. MH MANHOLE Q FURNISH &INSTALL SEWER CLEANOUT CB CATCH BASIN � PER G.O.B. STD. SW -6. JB JUNCTION BOX .00 S00'57 13mW T ;. will +00 a u N SMH SEWER MANHOLE � r p FURNISH &INSTALL STORM DRAIN PER CITY STANDARDS SGO SEWER CLEANOUT Lo z => ! ( ) O O Q t^ Z ° ° SDMH STORM DRAIN MANHOLE FURNISH & INSTALL STORM DRAIN EXIST EXISTING NN ! MANHOLE TYPE B PER C.O.B. STD. D-18. ELEV ELEVATION U) (!? (n R/W RIGHT OF WAY °ir FURNISH- & INSTALL CATCH BASIN M.H. MANHOLE STA. 13 +05.00, DRAIN TYPE "A" PER C.O.B. STD. D -14. FL FLOWLI N E W SECTION DESIGNATION: SECTION LETTER A -- ---- -- -- 2 SHEET WHERE SECTION IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.Q.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOJI ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. J j 1 r 1 QUEBEC AVENUE SEE SHEET 6 � 1 I 1-201 620_ - � 30' 3Q' 23 5 5 10 l { N r 100, "�<) Ci BIDDEFORD STREET a J SEE SHEET 8 19 w Q C) CC f Of 33 0 ° SOO 5713 W n Q -j 1 2: 1 �uj I SEE SHEET 8 I w 0 w � S -- _ _ �_ _ __�_^_ S 300.00'- O Z J Q °f Z ci v .00 S00'57 13mW T ;. will +00 a u N -� o � 34 Q 20 mm I Lo z => ! ( ) O O Q t^ Z ° ° ++ STORM DRAIN M.H. N0. 9 FL NN ! Z? < ! 1 U) (!? (n N Q (nn : o o ! w -- 8 I w o \ R/W w o w I w � SEWER MANHOLE NO. 20 STA. 9+95.00, C.L. 5.00LT. = STA. 9 +95.00, SEWER ! Ck INTERSECTION STA. 10 +00.00 C.L., MERCHANTS LN. -I STA. 14 +66.53 C.L., QUEBEC AVE. 25 ! ! 26 0 co cn Z Xw 1D_ 00 � r-Lj j U) w w - � N 0 w 100 U) I i QUEBEC AVENUE SEE SHEET 6 J i\1 I r 358 356 354 352 350 348 346 344 342 340 338 338 334 332 330 328 326 to Z 100, "�<) 00 a J FL 1 SEE SHEET 8 CC f Of 33 0 ° SOO 5713 W n Q -j 1 , 8 SEWER 300.00 a" SEE SHEET 8 CL INTERSECTION I . S -- _ — S00'S7'13"W— - O!' 21 w S -- _ _ �_ _ __�_^_ S 300.00'- O Z J Q °f Z ci v STA. 13 +00.00 C.L., MERCHANTS LN.= STA. 12 +10.00 C.L., BIDDEFORD ST. S00'57 13mW T ;. will +00 a u N -� o � I � � � +Ofd � �` , 3o DRAIN 300.00 � uj Lo z => ! ( ) O O Q t^ Z ° ° f wM w STORM DRAIN M.H. N0. 9 FL ,5 --1 -- — — -- — — 1 ! STA. 13 +05.00, G.L. 5.00RT.= LR/W Q (nn : o o ! w -- 8 22 I 20' 20' I 31 STA. 13 +05.00, DRAIN { VwoQQ I W U U ti 30' 1 30 I i QUEBEC AVENUE SEE SHEET 6 J i\1 I r 358 356 354 352 350 348 346 344 342 340 338 338 334 332 330 328 326 MERCHANTS LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12 +00 13+00 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 la'Z , U'N� o l ti f rwv Y�� '� M yy(�`�jtN'j�•�'"�''y V ji �Y i iF '"}`.iji� +� LtR +� 4 0 n i 0 0 c \ I-- 0 It 0 i W azoo � � p Z Z Li { o a 7 J < W U 0 W Ili/ v 0 mm w m o Ne Z Y < Q Ld CD Q U 0 b10. C11 > V w Vim( 0 W a 0 w Q i to Z CATCH BASIN NO. 8 a J V 1 SEE SHEET 8 CC f Of w o o !-`� I� f ST ORM DRAIN M.H. N0. 10 Q -j rt" r © Q Z o a" SEE SHEET 8 Ix O `z 9 O!' 21 w O Z J Q °f Z ci v m �--- W e I { 32 U I z � uj "t z => ! ( ) O O Q t^ Z ° ° f wM w m Q Lo Lo Q Z ,5 --1 -- — — -- — — 00 W, p ++ I Q (nn : o o ! w -- 8 22 I 20' 20' I 31 Z { VwoQQ I W U U ti 30' 1 30 0100 BIDDEFORD STREET >= J N � o 0 SEE SHEET 8 l \ I f Iwo MERCHANTS LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12 +00 13+00 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 la'Z , U'N� o l ti f rwv Y�� '� M yy(�`�jtN'j�•�'"�''y V ji �Y i iF '"}`.iji� +� LtR +� 4 0 n i 0 0 c \ I-- 0 It 0 i W azoo � � p Z Z Li { o a 7 J < W U 0 W Ili/ v 0 mm w m o Ne Z Y < Q Ld CD Q U 0 b10. C11 > V w Vim( 0 W a 0 w Q i ILI W I O CD I � co IL 0 \l to Z a J a W � Z •� o Q -j cl) W Ix Imm � C3 U Ix Lu � uj "t 2 W co 1140 Q Z Wr Z W W ti Y 0100 >= J N � o 0 a Iwo 0 ILI W I O CD I � co IL 0 \l li � - I I � SCALE,: 1 " - 50' HORIZONTAL 1 " - 5' V ERTI CAL 360 . 358 356 354 352 350 348 346 344 342 , 340 338 336 jou 358 356 354 352 350 348 346 344 342 340 338 336 . 30.5 J_k_,__-�', CI EANOUT ELEVATION u 1\1 I _f 4, . I 1, -1 ' ' . 11 >- ABBREVIA11ONS 0 _. s 110 cn �_ %_ THORTON AVENUE CENTERLINE INVERT �.: of _j I FURNISH & INSTALL SEWER MANHOLE . . SD .4- __j . C4 0 0 1, I o,villoolooloillill�EE SHEET 7 TYPE "A" PER C.O.B. STD. SW-4. < C) 00 MANHOLE ^ w 0 All Ln Z W d * 1 _ z A I I I lm��� z �D L6z 0 _< ______z +N JUNCTION BOX . z < .:Z-c a- W w , . _jcjf-cL P., < I*,*- a I X: UM I- I Z M _jw , r--- Q 0 >_ I . m - :j - - CK) 1-- �- ff)ro v- wx: w I a qt I 1 < -L0 LO ft ft p., 0 0 rt a 10 w m < 0 0000 WR Lu = a, # U- m: :c Z P, r%. 0 < W w C4 I I . I 30 Li:::. Ls-) c� r%-" I . . ox,__,_� . C>C:) I Ill .". 0 ( 9 z + + 0 z =) 0 I 25 w Coco ++ 0 WO UJ n c%j (N Z LLJ LAJ V-V- C-30 En w En 1 5 s5 . I I . . I LO :�i� . �9) %-V-- I­ I%- IV- , I 0 0 * ''. < << co �_ 0 0 M.H. 7E cc - - 0 << �- �- I­ I I I - r., w o' m Ir- a w I,- W ________ 1 31 I or,,, - i-f- fr= cntn < tn COW r.,� ,* En 4% 1w cc 0 0 r= I (0 I ui " Owl SO 00 I STORM DRAIN M.H. NO. 23 I - " X I m i X RW / rr) cn 1001 < Go I STA. 12+85.00, C.L. 5.00LT. - 0") _________ . -it - -_ - - - - I atiz cun) STA. 12+85.00, DRAIN . - - + 1. . 11 11 I L I FL -\ _ t_j ap I 0 0 181* DRAIN C) L) 24" DRAIN ..... I . -k i I 0 � ''I'll 0 n a 'q-c> c4z N27*38'*18"E 28-451 ;-7, e----� diiiiiiii, I `1 3"W 1 '.0, - - sooj� 35.00 ... I . . ­ c'q 24* 0 S00*5713"W " 24*11_u,b� 7.83 "' r10 IN 12 _ L 1 1 END OF 18" PIPE ,.C:� D:4 .,., , , " , -W' ­ __4 - - , . - --- --7.. "_10 - - ___ STA. 13+10.42, C.L 7.77RT.= 'I SOO-57113"wl"940.00 9 '­ I SOO-57*1311W`12+0 ft 150. c> -0 Im .'- I STA.. 12+ 96.28, DRAIN � 04 - - - - - - - - - I- 1 - Lo CN I to < � w I a I q CATCH BASIN NO. 18 b-1 I - \- FL L_..... I - I STA., 13+10.00., C.L. 7.77RT. 3z 1._____�­�___ LQ (f) 1 - - i.�T - - - 111% 00 w a NORMAL F.L. ELEV.=344.05 � DEPRESSED F.L. ELEV.=343.88 C� uj 3 < � R w - \ r�__ U) I >_ m I I a-- :* I " I INTERSEC11ON <11" :�� I < . 0 p cm I , _0L I STA. 12+90.00.C.L., CABOT Will LI-1 W D�., z 1 :D 0 i i 24 . c> " 00 En I STA. 13+95.37 C.L., THORTON AVE. U) . m f r%ill. C-) I _< . w 0 1 32 in 6 r*_ to C> �! � a_ z - 0- r-,. Z 0 1 1 5----N- 1 ________ . .0 - 0 * ,Z + V_ I , V) 001-- 1w_ uj < r-. I w m �_ U- X_ 20$ 20' - - - - - - 30 # 1 30 0 I I 33 �_ V_ 0 ui (n - - - - - 0 cn-m: w W_ - - - - 1 - < �< w V) 0 La !�? r Z LLI < V) (-) I . I i I . . F- LLJ U) WLL J THORTON AVENUE . w Of w Of L-0 cn - . - . I . I . N I T I . /I _*.? � - I I � SCALE,: 1 " - 50' HORIZONTAL 1 " - 5' V ERTI CAL 360 . 358 356 354 352 350 348 346 344 342 , 340 338 336 jou 358 356 354 352 350 348 346 344 342 340 338 336 : , . - 11 Ld I ,>. U j\1 I T I z< . I - i 11 I I 11 V_ . I 11 11 _jz 1-: . # V_ >_ <p _j . �_� �-: Ix 1__: I­ 10 11 it) _j _j _j (Aw .qk a >- �� 'r- 0 cil 1c:) <lc:) <0 V) 1-w 0 z q 0 c) /I c1c _j z Ow U�_ . -.;-y < c) CS uiz w z QUEBEC AVENUE to W_ =) In ox THORTON AVENUE 0 jw I j\1 I T OXFORD HILLS DRIVE I . oo z ;R 2-- m� z Lu 1 7'" zluiz _j En I 0 I . . d(n _qLj M _j LLJ � _j_j SEE SHEET 14 D - >_ . I ce CL co < to , I I . . * . w . :r Ulm a m . Uv) C.) cn >_ 00, ..j ^ g- I r< CO --- 0 _< -W . � � Do �_ �_ I rl%- ot 9 0 00 1 20* 1 1 1 1 m --Jw < M Lu I w z 20 00 209 , foro T- W:r w < of*%- 2 - - I :c . . I -_ wo I ct� 0a o 1 .1 13 => 0 c) r'. C) C> n 0 orn - p - Vil Z u') u") 1 14'") rl*- z: Oq OR u- Lop m: i Oq w qq F= - . 1 30 1 1 1 LO - - z = a- - z 0 oto ­ 30 < 0)4m C) r.., c) 0 --.> ;R r*-. I*%- 0 (n< Ln 00 C:)C:) => I __� a + + I F ­**� w COCO n nK) *,*** I 0 a ,, - -oil-- I 2 6 I a> 00 0 w 1,11 0 0 -9 "" a 41%.j 1 1 1 L 1 1 1 1 1 1 u I I . . 0 UJ I z: cn + + I co ' 5, ++ M w Lj I ------ 1 0 x + + + + uj (A m IT-19- I I I LO C:)C:) c ui � z m - W_ "O I W_ n u . clill Z L.Lj c- . V-V- I 9 d .*,"- �_ V-V- w V) .;)j V) . < V-V- �_ %_ V_ 16 v--(N 4u 41 ; :z 22 M I.* < CO v_1r_ �_ N w Lu w << ,- 30 - - 30 will X + + 0 0 . ft c1q I 0 - - 0 z 'ci # R I �_�_ V-V- m - I 0:� - V-V- < C> << r-. 0 12 STORM DRAIN M.H. NO. 16 D:� i? < -1ci < << < P_ . 1 9 I­ �- �- I­ I . I - �._ �_4__ � P-9 I di'llilA tn. tn tn 1 5 1 c :� �_ 4* I I C) 0 j # * P- 0) 14D V)cn ^ ir (n tn tn f*,% STA. 12+95.00 C.L. 5.00LT.= C� tn cncn K_ cn (n 1pW-- ( 1 5 1 4Q. -lit.--it. " v I _�,_ 0 1, :4 �_�_ . tn STA. 12+95.009 DRAIN __ RW / p W \ RW / w w f LC V) cn , uj 00 ''*".________ __ - __ // 10.1 (D Lu .1e rt U) RW / 18" DRAIN . _____ Go (n . �_� _____ Z: -_ - _�_____ --.-, . V- - 2rpf) :2: tn � 14- f---" - __�____ __ - - ill - - � - 11.1 <v- I N04051 "WE 15.459 1% FL I a FL -:�� 16 - I I W% � ct� '. - ­__ - � _:�k .00 `4 V) __ r. - ___ I ,. _ b ay) . u 0 - jl� z ch a C-) FL --\ I END OF 18" PIPE C) - __ - 0 1 1\� "'i / I T ::: - I I - - -T 'I�ER_ 16<5.000 I/ 0, 0 5 I - 00 z <1 . _______ - - I � a - 0 ... LO 9 V� 00 c>0 ;,;;�" S00*5713"W 8" ! � WR 165.00 S00*57`13"W` . " 300.00 (n 30" DRAIN C> STA. 13+10-42s C.L. 3.95LT.= I-- i I ' ' 8" SEWER - -.w I ____ . 0 amouloommemomms 0 1 t C> n ro.- . .. .. s g t s - s ):0:2. ­i W ('4 - - I so I 1w ammommonom� dim, 000 - . - .,-- Di k I I 1 --150.009-4'-I- - I - SOO-57`1 SV - - i - - - - - I i - - t- - SOO*57sl 3"W 135.00$ - I c SOO 30*1 ­ STA. 13+10.45s DRAIN -- �� -- - #1 3OW - f< *57913" DRAIN ' 12 .83 - (f ) -a-lom 4-;-;SO0'57*1-3"W` -i -140.00 1 S00"i - � 1___­` - I 0. D- 11 I .. I _____ I-, -1 D �� D Empooloommoms" , I -_ on Goo, .. I R . c I - 300.00 -mm -an . .- --i - - - - - - - - - - - I 11+00 12+00 I +00 v 0 1 +n01 0 %;.Lnn D 11 11� 11+00 I - ­ S00*57`1 3'"W 1 -% I 150.00" z --- I I C) t, SOO*57*13"W 24s DRAIN 135.00 1 _­ - I S00*57#13mW 24" DRAIN 150.00 v -_ al I S007i 5" 0 - C> �a < z: 0 -------,-,,- I lilill ..e�m W) CN to ir 11 - Ck CATCH BASIN NO. 1 0 � 3z _-- .­��___ - a I I - < ; .. a -_ - - - _. 1 8'0 DRAIN a I STA. 13+10.00, C.L. 3.95LT. I 9 u) Z '. ___�_�__�__ - ____ ___ - ­_� 00 NORMAL F.L. ELEV.-345.13 F- - . 11 �� N89*0 *47"W 15.42 LI-1 U) \---- FL "I DEPRESSED F.L. ELEV.=344.96 � >- �� >_ CL_ . Q:> I n - a � I ­"_ **-. D, .0" _"im I 'TEE :",-" 4 f- �w` I ��-J- - _t C) �_ to �� RW .j- \ M w w 2i . cc a LQ I < < w . Pl- z � INTERSEC11ON 00 a 0i C> LO " I w :5 w _ 1 1 m *z s M rn I qd- q*1 1 U.J ,* < :i�z C> . r, 1 - - :D to :> 0 " C> W IL, tn CN w STA. 12+90.00 C-L, CALYPSO WY.= 0 - I v- - 11 I I 0 ca w U) 0 j;r- 6 F-: C4 cq . EN I a . I I STA. 12+95.48 C.L., QUEBEC AVE. m .w m _j w . >_ U) 1 8 1 � C> 00 0) U) Z 00 0 Lq . " 6 00 40 1 _____ r- r%_ r11- a 0 ; . -Lj _j /_ 0 U_j . tn to 0 - - U-) e r*,- :Z_ (j ,',:o. . U.1 * f w 0 P... C) 8 1114- 0 + Z -L"' w ' TRACT NO. 6757 BOUNDARY �1_ , co 0 (0 . qr- in (L z ---- 00-0 . * . � 5# 13-1 i .0 dics J a- - . CL : . OC> , V_ 15 I 14 (:6 V) 0 a: - 13- a I STA. 11+40.00, C.L. . 1-t-1 D-, 0 ,4- -* 0 It . . U- C) co = 6 < C). . P. tn 5 -0 - - - - - - z + + Z + < I LO M C>-J :t c>I 001__ < u> v I U") I Vi Ir- �_ . ML,L:om 00 (D . �1_ ��� , - If- w m 2? _ 20 1 �_ V_ %_ �_ V_ (n 04 x + W v- + ----, , - . w �_ - I -A - 10 0 0 LO 0 cv-jn(n U_VN . I U- X 3: w I I < -ce .1ce < Ae I + p- T- .m. W. UJ C> v- _____. __0cn_ Uw_ - 12 �_�_ � C4 < . Mto L-r . . C5 tn V) T_ 0 <W10 o w �._ 3: ot . F K, V) I � cl- in <I z -w < V) -al 30" ­_41ft. I . �_Ofw_jw zi- w V) 0 UJ A I < C-0 tn z 11 a w v)I I I I -1 �_ w cn "En QUEBEC AVENUE . SEE SHEET 6 U i\1 I T I � I I � . SCALE: 1 " 50' HORIZONTAL 1 to 5' VERTICAL ' 360 t f . , i i 'I � i i I I i j 135.dO LF OF1 ', �. � I . � . 1___.__­_1_­_ � ina nn , ­­__..___ Z' -q%i 1,%w%p-- F'%%.-1 _. 358'� . a � � L. ; -am-No t � i� . � i � I - I I � S,EE CEN X HOME : � � i I ; � i : � i I TRACT NO. 6758, 1 ,I � i A- . - ol ago, a- ___,_�_,___.____, L_____­____sE61aav_v% � ! AMU, s - I 'm lol m . 3564 - m � 11 �, � , 1, � . I T! � i PLANS FOR i,CON NU TIONI I I ! 11 ". I ; I ! � . 1 ,I .;, � �� i ! � 1 1 � �� i I �. , i .. � , - I . , - : ______;�= _-, ------ ­___1__-_2 _t___­______-__ i_____-__-_-_ ­___­­­_­_._.____,4­ � F;;� I -, I 1 354, . � 11 -.. r .1 .1 w f ; - % % � L � � 11 � < 8-, � I I . I t. t I I 1, � 4 � 1 I . . � r. � � 6 � I I cllqco . 11 k, � ; ; z to I . , z I I I ( I 7 .; I � =>I .i I I I --�----,-----..��,.,----��,.---�.___.__-___-,� .-.-, _,_`- i � _u ___ 352 11_`_1_____­­____­_1_ I � i . i � - " M _j a ; i t � ; . I � i I C) : s . � : I I � I . L.J re) I - 7 � I I I,%- , I � .1 I . I I � ; ; I a � t I to - 1.jn 1 4 ; , 01 , I . 1. I _r! - 0- - , . �-___­­­­ _1­­__f_.__­_._1_____1_­�_ %_.p I - __r__1__,_,__­' f k -� . I � � (01% . , 350 I i ! . � � � � ! 0 00 I I � � � . .,* " 11 1; � I re) 4 w I'. It � I 11 I ill I q � + r � � I I - � I I .1 � i I � .1 I qw-. s I � 4 1:� i 'j � ,,-�-.---,-------.,-,---,.-----,- ___-­_­--_�___ ­­- 1 348 I , I � t � I T I : I � . � I . � t ! i h i 1<:�:>: ,I " I � < - 0� I f �1 i . � 1, �-�:K I r I i I � i - i � !, V) � �__ - - - - - - --r i i , - - i , z � .1_____.__1_­1___ , i-�-----I-j---,---_,-i_-----,--,-,..-----.--.�,----,-,--..-------r------V- , . i t 11 1 346 i i i ! 1 4 � 3 � z � : *1 a & � � i I a � � . � I I : I, I I � I � I I ; I I � I � 6 I �. , �, � I .i � . :, � 11 T a � 11 � , � i "I .5 --i.----�-----.,----.-�,-�--�-.,---"��� ­_­_­i__________1_% , .1 i � � � I -1 344, ----------------,-+-�--,--�-�------�� I � 1 � �. I I I . i 11 �� � � : � � I I ; i ! � � , � : ; ., � . _. I "I � i I I � I I � , � ; ; I - 1 4 � � , I I ; � � . � � � I� I I �______ ­­­, - ___. f ---�-t---------,-,--��--l-1-11--- t _rF1_­­_____ 342, � I k I i � I I � I I, I � t. - I , I .W� � .mo=O�.� ! � ! i i I V i I - I - , i I I ; � i � I 4 , i I ' I � � I , ; _.. 3 I ! i i 1_________.___1___�!__1____ _1_,_,._--__­­- ___­­_­_._-___­_____! . , t_1___ _____ ; _._u__ � I �. 7 . I . . i , 340 I 11 1; � ; I _� y . � I � � i � � w II �, 11 �. � i I I ; � I I � I mommommom I , logoolooloolop� , I - - � I I � . I -1 � I I - . !. ._..j__­_1___ L__ __4___.,_ - ------ 11 t.._­_­__- . -----? 4-____­_1-1- I I 1 338, � I i ! 1. i , . 1. INVERT, 30w DR41N I i � � � , I f I 11 . I 11 � I � � � � � I , I I .; I . : � � ; : , I i i I I 1z � � ' I i i ; T � 1 5 1 il , I ; I --------�-.---.-.�-�-..-.------- 336 ,,-,.�--,----".-----.-,--�-.-.--�-�.---,-��,--,�,-,.�.-."-,-,-,-----,--,--" 11+00 SECTION DESIGNATION: � SECTION LETTER LSOO$ � � � � � � 2 SiEff WERE SECTION IS SHOWN 0 1.0 I . -kt ,q r4 1oA rp C4 . . 0 09 W q-. efi A C^ rN vot INSTALL 2T.17 LF ( )"! RGJ-RCP 0 0.11 . R � GJ-RCP 0 0.12% 1 i I � � z A � �. � � , - �-,?----.----�--�.;,---,��-.�.., ------.��-7----.-!----".."---,-,----,.; '360 : i � 1� i ; - � I . � ; ; : ! a I I � t e 4 1 . - . ALL 15. 5 LF 0 � ; ;? 1-RI. � --O.-, 5% - W_ -,. -1 5 __-1-1 ­w � I N.." �w '358 I , I � � � I L ! � � , w r .� I � I I ;, I . I , , � I x t ; : � � i A � I ; I , i � - " ­- __­_ ,--,.,�----�---�,--..----4�--------,--��,-.�,-�--4 9; z t ; If f; .-�--.--�'...---�T---,--,---�---��----T __­__­ --- i - ! � I ; I I ; I � k � 1. 11 I . I ,; to I , j I 11 � T_ � , I � I � 'r . 30.5 J_k_,__-�', CI EANOUT ELEVATION * LEGEND. cy) 6 .,* � I m ; � - U) - 1, -1 ' ' . ; --a-- T_ i d"m � 6 I - -a, � . ____ -j----- ty--c-11) --m _r_-_ ----.------- le 3 mtij __a f I I il ABBREVIA11ONS 0 _. s FURNISH & INSTALL SEWER PER CITY STANDARDS CL INV CENTERLINE INVERT 0 FURNISH & INSTALL SEWER MANHOLE . . SD STORM DRAIN I I TYPE "A" PER C.O.B. STD. SW-4. MH MANHOLE ^ w FURNISH & INSTALL SEWER CLEANOUIT CE3 CATCH BASIN � - --r F-i _1__.1.1__­­__­_____ . PER C.O.B. STD. SW-6. JB JUNCTION BOX 0 v- p I I . � a >4 1, i i I ; 1. � �' � � i � .! � ; - � v SMH SEWER MANHOLE ono som ammm� D conommmommo� -FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS sco SEWER CLEANOUT ammommommomm� - 1 � I I � i ,'I I i � , � ; I SDMH LE 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING . � ___1___­11_1­­­, . ; i I MANHOLE TYPE *B" PER C.O.B. STD. D-18. ELEV ELEVATION (n � I R/W RIGHT OF WAY I or FURNISH & INSTALL CATCH BASIN "A" M.H. MANHOLE - I TYPE PER C.O.B. STD. D-14. - FL FLOWL1NE c:1 : , . - 11 Ld I ,>. U j\1 I T I z< . I - i 11 I I 11 V_ . I 11 11 _jz 1-: . # V_ >_ <p _j . �_� �-: Ix 1__: I­ 10 11 it) _j _j _j (Aw .qk a >- �� 'r- 0 cil 1c:) <lc:) <0 V) 1-w 0 z q 0 c) /I c1c _j z Ow U�_ . -.;-y < c) CS uiz w z QUEBEC AVENUE to W_ =) In ox THORTON AVENUE 0 jw I j\1 I T OXFORD HILLS DRIVE I . oo z ;R 2-- m� z Lu 1 7'" zluiz _j En I 0 I . . d(n _qLj M _j LLJ � _j_j SEE SHEET 14 D - >_ . I ce CL co < to , I I . . * . w . :r Ulm a m . Uv) C.) cn >_ 00, ..j ^ g- I r< CO --- 0 _< -W . � � Do �_ �_ I rl%- ot 9 0 00 1 20* 1 1 1 1 m --Jw < M Lu I w z 20 00 209 , foro T- W:r w < of*%- 2 - - I :c . . I -_ wo I ct� 0a o 1 .1 13 => 0 c) r'. C) C> n 0 orn - p - Vil Z u') u") 1 14'") rl*- z: Oq OR u- Lop m: i Oq w qq F= - . 1 30 1 1 1 LO - - z = a- - z 0 oto ­ 30 < 0)4m C) r.., c) 0 --.> ;R r*-. I*%- 0 (n< Ln 00 C:)C:) => I __� a + + I F ­**� w COCO n nK) *,*** I 0 a ,, - -oil-- I 2 6 I a> 00 0 w 1,11 0 0 -9 "" a 41%.j 1 1 1 L 1 1 1 1 1 1 u I I . . 0 UJ I z: cn + + I co ' 5, ++ M w Lj I ------ 1 0 x + + + + uj (A m IT-19- I I I LO C:)C:) c ui � z m - W_ "O I W_ n u . clill Z L.Lj c- . V-V- I 9 d .*,"- �_ V-V- w V) .;)j V) . < V-V- �_ %_ V_ 16 v--(N 4u 41 ; :z 22 M I.* < CO v_1r_ �_ N w Lu w << ,- 30 - - 30 will X + + 0 0 . ft c1q I 0 - - 0 z 'ci # R I �_�_ V-V- m - I 0:� - V-V- < C> << r-. 0 12 STORM DRAIN M.H. NO. 16 D:� i? < -1ci < << < P_ . 1 9 I­ �- �- I­ I . I - �._ �_4__ � P-9 I di'llilA tn. tn tn 1 5 1 c :� �_ 4* I I C) 0 j # * P- 0) 14D V)cn ^ ir (n tn tn f*,% STA. 12+95.00 C.L. 5.00LT.= C� tn cncn K_ cn (n 1pW-- ( 1 5 1 4Q. -lit.--it. " v I _�,_ 0 1, :4 �_�_ . tn STA. 12+95.009 DRAIN __ RW / p W \ RW / w w f LC V) cn , uj 00 ''*".________ __ - __ // 10.1 (D Lu .1e rt U) RW / 18" DRAIN . _____ Go (n . �_� _____ Z: -_ - _�_____ --.-, . V- - 2rpf) :2: tn � 14- f---" - __�____ __ - - ill - - � - 11.1 <v- I N04051 "WE 15.459 1% FL I a FL -:�� 16 - I I W% � ct� '. - ­__ - � _:�k .00 `4 V) __ r. - ___ I ,. _ b ay) . u 0 - jl� z ch a C-) FL --\ I END OF 18" PIPE C) - __ - 0 1 1\� "'i / I T ::: - I I - - -T 'I�ER_ 16<5.000 I/ 0, 0 5 I - 00 z <1 . _______ - - I � a - 0 ... LO 9 V� 00 c>0 ;,;;�" S00*5713"W 8" ! � WR 165.00 S00*57`13"W` . " 300.00 (n 30" DRAIN C> STA. 13+10-42s C.L. 3.95LT.= I-- i I ' ' 8" SEWER - -.w I ____ . 0 amouloommemomms 0 1 t C> n ro.- . .. .. s g t s - s ):0:2. ­i W ('4 - - I so I 1w ammommonom� dim, 000 - . - .,-- Di k I I 1 --150.009-4'-I- - I - SOO-57`1 SV - - i - - - - - I i - - t- - SOO*57sl 3"W 135.00$ - I c SOO 30*1 ­ STA. 13+10.45s DRAIN -- �� -- - #1 3OW - f< *57913" DRAIN ' 12 .83 - (f ) -a-lom 4-;-;SO0'57*1-3"W` -i -140.00 1 S00"i - � 1___­` - I 0. D- 11 I .. I _____ I-, -1 D �� D Empooloommoms" , I -_ on Goo, .. I R . c I - 300.00 -mm -an . .- --i - - - - - - - - - - - I 11+00 12+00 I +00 v 0 1 +n01 0 %;.Lnn D 11 11� 11+00 I - ­ S00*57`1 3'"W 1 -% I 150.00" z --- I I C) t, SOO*57*13"W 24s DRAIN 135.00 1 _­ - I S00*57#13mW 24" DRAIN 150.00 v -_ al I S007i 5" 0 - C> �a < z: 0 -------,-,,- I lilill ..e�m W) CN to ir 11 - Ck CATCH BASIN NO. 1 0 � 3z _-- .­��___ - a I I - < ; .. a -_ - - - _. 1 8'0 DRAIN a I STA. 13+10.00, C.L. 3.95LT. I 9 u) Z '. ___�_�__�__ - ____ ___ - ­_� 00 NORMAL F.L. ELEV.-345.13 F- - . 11 �� N89*0 *47"W 15.42 LI-1 U) \---- FL "I DEPRESSED F.L. ELEV.=344.96 � >- �� >_ CL_ . Q:> I n - a � I ­"_ **-. D, .0" _"im I 'TEE :",-" 4 f- �w` I ��-J- - _t C) �_ to �� RW .j- \ M w w 2i . cc a LQ I < < w . Pl- z � INTERSEC11ON 00 a 0i C> LO " I w :5 w _ 1 1 m *z s M rn I qd- q*1 1 U.J ,* < :i�z C> . r, 1 - - :D to :> 0 " C> W IL, tn CN w STA. 12+90.00 C-L, CALYPSO WY.= 0 - I v- - 11 I I 0 ca w U) 0 j;r- 6 F-: C4 cq . EN I a . I I STA. 12+95.48 C.L., QUEBEC AVE. m .w m _j w . >_ U) 1 8 1 � C> 00 0) U) Z 00 0 Lq . " 6 00 40 1 _____ r- r%_ r11- a 0 ; . -Lj _j /_ 0 U_j . tn to 0 - - U-) e r*,- :Z_ (j ,',:o. . U.1 * f w 0 P... C) 8 1114- 0 + Z -L"' w ' TRACT NO. 6757 BOUNDARY �1_ , co 0 (0 . qr- in (L z ---- 00-0 . * . � 5# 13-1 i .0 dics J a- - . CL : . OC> , V_ 15 I 14 (:6 V) 0 a: - 13- a I STA. 11+40.00, C.L. . 1-t-1 D-, 0 ,4- -* 0 It . . U- C) co = 6 < C). . P. tn 5 -0 - - - - - - z + + Z + < I LO M C>-J :t c>I 001__ < u> v I U") I Vi Ir- �_ . ML,L:om 00 (D . �1_ ��� , - If- w m 2? _ 20 1 �_ V_ %_ �_ V_ (n 04 x + W v- + ----, , - . w �_ - I -A - 10 0 0 LO 0 cv-jn(n U_VN . I U- X 3: w I I < -ce .1ce < Ae I + p- T- .m. W. UJ C> v- _____. __0cn_ Uw_ - 12 �_�_ � C4 < . Mto L-r . . C5 tn V) T_ 0 <W10 o w �._ 3: ot . F K, V) I � cl- in <I z -w < V) -al 30" ­_41ft. I . �_Ofw_jw zi- w V) 0 UJ A I < C-0 tn z 11 a w v)I I I I -1 �_ w cn "En QUEBEC AVENUE . SEE SHEET 6 U i\1 I T I � I I � . SCALE: 1 " 50' HORIZONTAL 1 to 5' VERTICAL ' 360 t f . , i i 'I � i i I I i j 135.dO LF OF1 ', �. � I . � . 1___.__­_1_­_ � ina nn , ­­__..___ Z' -q%i 1,%w%p-- F'%%.-1 _. 358'� . a � � L. ; -am-No t � i� . � i � I - I I � S,EE CEN X HOME : � � i I ; � i : � i I TRACT NO. 6758, 1 ,I � i A- . - ol ago, a- ___,_�_,___.____, L_____­____sE61aav_v% � ! AMU, s - I 'm lol m . 3564 - m � 11 �, � , 1, � . I T! � i PLANS FOR i,CON NU TIONI I I ! 11 ". I ; I ! � . 1 ,I .;, � �� i ! � 1 1 � �� i I �. , i .. � , - I . , - : ______;�= _-, ------ ­___1__-_2 _t___­______-__ i_____-__-_-_ ­___­­­_­_._.____,4­ � F;;� I -, I 1 354, . � 11 -.. r .1 .1 w f ; - % % � L � � 11 � < 8-, � I I . I t. t I I 1, � 4 � 1 I . . � r. � � 6 � I I cllqco . 11 k, � ; ; z to I . , z I I I ( I 7 .; I � =>I .i I I I --�----,-----..��,.,----��,.---�.___.__-___-,� .-.-, _,_`- i � _u ___ 352 11_`_1_____­­____­_1_ I � i . i � - " M _j a ; i t � ; . I � i I C) : s . � : I I � I . L.J re) I - 7 � I I I,%- , I � .1 I . I I � ; ; I a � t I to - 1.jn 1 4 ; , 01 , I . 1. I _r! - 0- - , . �-___­­­­ _1­­__f_.__­_._1_____1_­�_ %_.p I - __r__1__,_,__­' f k -� . I � � (01% . , 350 I i ! . � � � � ! 0 00 I I � � � . .,* " 11 1; � I re) 4 w I'. It � I 11 I ill I q � + r � � I I - � I I .1 � i I � .1 I qw-. s I � 4 1:� i 'j � ,,-�-.---,-------.,-,---,.-----,- ___-­_­--_�___ ­­- 1 348 I , I � t � I T I : I � . � I . � t ! i h i 1<:�:>: ,I " I � < - 0� I f �1 i . � 1, �-�:K I r I i I � i - i � !, V) � �__ - - - - - - --r i i , - - i , z � .1_____.__1_­1___ , i-�-----I-j---,---_,-i_-----,--,-,..-----.--.�,----,-,--..-------r------V- , . i t 11 1 346 i i i ! 1 4 � 3 � z � : *1 a & � � i I a � � . � I I : I, I I � I � I I ; I I � I � 6 I �. , �, � I .i � . :, � 11 T a � 11 � , � i "I .5 --i.----�-----.,----.-�,-�--�-.,---"��� ­_­_­i__________1_% , .1 i � � � I -1 344, ----------------,-+-�--,--�-�------�� I � 1 � �. I I I . i 11 �� � � : � � I I ; i ! � � , � : ; ., � . _. I "I � i I I � I I � , � ; ; I - 1 4 � � , I I ; � � . � � � I� I I �______ ­­­, - ___. f ---�-t---------,-,--��--l-1-11--- t _rF1_­­_____ 342, � I k I i � I I � I I, I � t. - I , I .W� � .mo=O�.� ! � ! i i I V i I - I - , i I I ; � i � I 4 , i I ' I � � I , ; _.. 3 I ! i i 1_________.___1___�!__1____ _1_,_,._--__­­- ___­­_­_._-___­_____! . , t_1___ _____ ; _._u__ � I �. 7 . I . . i , 340 I 11 1; � ; I _� y . � I � � i � � w II �, 11 �. � i I I ; � I I � I mommommom I , logoolooloolop� , I - - � I I � . I -1 � I I - . !. ._..j__­_1___ L__ __4___.,_ - ------ 11 t.._­_­__- . -----? 4-____­_1-1- I I 1 338, � I i ! 1. i , . 1. INVERT, 30w DR41N I i � � � , I f I 11 . I 11 � I � � � � � I , I I .; I . : � � ; : , I i i I I 1z � � ' I i i ; T � 1 5 1 il , I ; I --------�-.---.-.�-�-..-.------- 336 ,,-,.�--,----".-----.-,--�-.-.--�-�.---,-��,--,�,-,.�.-."-,-,-,-----,--,--" 11+00 SECTION DESIGNATION: � SECTION LETTER LSOO$ � � � � � � 2 SiEff WERE SECTION IS SHOWN 0 1.0 I . -kt ,q r4 1oA rp C4 . . 0 09 W q-. efi A C^ rN vot INSTALL 2T.17 LF ( )"! RGJ-RCP 0 0.11 . R � GJ-RCP 0 0.12% 1 i I � � z A � �. � � , - �-,?----.----�--�.;,---,��-.�.., ------.��-7----.-!----".."---,-,----,.; '360 : i � 1� i ; - � I . � ; ; : ! a I I � t e 4 1 . - . ALL 15. 5 LF 0 � ; ;? 1-RI. � --O.-, 5% - W_ -,. -1 5 __-1-1 ­w � I N.." �w '358 I , I � � � I L ! � � , w r .� I � I I ;, I . I , , � I x t ; : � � i A � I ; I , i � - " ­- __­_ ,--,.,�----�---�,--..----4�--------,--��,-.�,-�--4 9; z t ; If f; .-�--.--�'...---�T---,--,---�---��----T __­__­ --- i - ! � I ; I I ; I � k � 1. 11 I . I ,; to I , j I 11 � T_ � , I � I � 'r . �_ _j n qr- 95 . . I ; - I I I z 4 a ': � 4 11 � _j z c � ; I w ul) I ; , � � � � . - .1 i � . -1 -1 I : � :. I a i � ! I - V) . V) i I I . - , cy) 6 .,* � I m ; � - U) - 1, -1 ' ' . ; --a-- T_ i d"m � 6 I - -a, � . ____ -j----- ty--c-11) --m _r_-_ ----.------- le 3 mtij __a f I I il . ___ .-----, 1fn_____-L_____ ______ i I I ­­­­­-­­---i i � I I 3 4 I 5 11 - ,wcD � � � . _j0 I bi m .1, - i i . 1_0� i # . for.0 d I i ; 6*0 0 xf,% %_pco c I I : nv- V_rn m,L>w . � : m i I z Is, r- * -11 � _j * * > I 1 1- -120� " ._j - � V-44 # � UJ 0 � a- 0 i � � � I � . I s . � . o t � 1, . P., � � . �b 11 j _w , A% ______�_ - ___10__ ,_­.__­_ - I �-_- __j _no - a -ij %..f- 0 .r....1 - I �ll'-,.,--,-.i.1-�--�-.�.�j-----.-.'I u A `l­_____1__ - ; � -1. � i 352 _____ i 0, i ID 0 I D ; M cn � * . i 0 C*% � fo m IV < < t � ^ 4%,jqf\ 01"llill, .. ca � w - . cd; - -1 V_ u- - 4!� , � � -0 0 b".. r, 71 � i s � � � I � �� ; � i I I I , f . t � I . I j � E z - -% 0 �- - z fts ef\ e% er + I � = � 4 cm -IN i � - - . � � ____ ... - . -�- -------7 - - _,.___�-­­-­­- - + I J. - - --r F-i _1__.1.1__­­__­_____ , I , � 11 i , - I ­-­-I I '350 I � 7-, M_ :* T_ 0 ; , - � i - 0 r � ---I < . t I ! m - # I I � ; Q � I 11 > >;>:>I � p >;>: V-�- < i M -atmi - . . �L 0 v- p I I . � a >4 1, i i I ; 1. � �' � � i � .! � ; - � v I ; i � � � zzz zzz C.0 ; , i U) � . __ ;_ �_%_.Vuj v)=0 _- __ � :z Lu ? ,-9--,.,,-,-."-.-,�---"-,--I-.-.�--l�-,-- _�. � r � ­_­___.� , � '348 _._4______________ f . � .--..-.-----:, ___+ -,---.,-----' 1_.__­___­__ t i i � � � i � . z i : �Lz qwit I .. I I : I I. 11::4% � i I I z � � I ; � 1 � I I � i ,'I I i � , � ; I ; , j � � & : f t , ; z I I � � ; I $ � ; 4 i � i 11 I . � i '� I � ! I. i I c I I i I , .. � � I i . ___�_­_ ____4­___ =-- _-___==k-_ ___...1" I __ I . I i � _-� - I � � � _,__________.____�_: ______� � � . . � ___1___­11_1­­­, . ; i I I 11 ._­__­___,_­_­_­_. 4%AA 1-i , ; %mlF w � - L 'I - � � - I � I f t � . ; z 11 4 � o ,I � i I ; � � ! . � � i i � z I i i f ! i � I I � � . ; t i I � APPRIPXIMATE FINISHED I ) � i i z , q � I I I � i 11 I I - ! � � % I �, ; I � � 1 4. t z I NlERLINE '! � . i i . ­ � I I ­­_­ � ,�__­­ -----S-.---.----,�--,---!---,--I ---- 11___.___1_1_____1_.__ _t i '344 1 ---- ­­__�L i _­_ --------- �­___ � z 1! � ; � � . f , ; ; - i ! I I : � i t % I . � � , � "I - I � � � f - 1 , I . I 1 " , t 7 , � . 11 I I z I z - t � I i 4 e ; , i i i . I I I I I q , � I . :. , ( � � I . 1 I I . I � � � ; i I w a_ t 1� I I , " � I �� � i � � i I ; I I � � v � ` i -1 0 ,I � z ` I �I ; � � I -�-.-,-",."-I----.-,-����------�-- �­,_:_,__­­.__1__ 11 _­.____.1__1..____�_____ t � i I _._____1_­­_____­_­­__ -I,----,-- I i __m i342 i � i f . ; I � .-.-- I � . __1 _,_.,___._ ---- - - � ? 11 i I I 0- � $ � � . - I . I I � .1 � t � I s 7 dim, Mb I - f � I i I � i � � ! i � b � I i I I � , I � ; "I i t 1. � � I � I I � % � i I � � 11 � . � � I � ! .'k � I I I I � I I 1. i I I % � I . .1 4 , I I ; z i � i I . � t : � I ! ___� ­­­- C.--...--�._--j�--l'----..---,-,---,.�--,-,-�-------�------.---. , _­__­ ----�- ­-­-­­-­-- ­-4-,______._ _______1_________,_____­_ 1_1,__11__,_____ 4_-__--____ _ I ; : 1 !340 . � ,I !, t � ; I 1 . i � i 4 3 . 3 � i ! i � �. i � � � � .1 i i e ! � i � ? � .� I I � . I . ! ! i ___ IN T I � I k � I �diiiiii,WD. � I f I " I . I � a I i � t i ! _� �, jj 0 18 RAIN i. I i I i I . � I !I I r) I K I �: 1"i ±16 z ,-.--�-�----.,,--.,,�---.�--�-------4- , 11 - � --!---.-- -1- ­___­_­1______L___ -____,_____­_­ . i ­_1___..____w­­__ - I I � ­ _w � t I : ,338 -y" - .RT � t I �, i � i -1 i I � ; -11 i ; I . � � I I - ,I : I � � I I � I I I � o � I 1. � �. � I i f t � � � � � � � ; I � i , � I L I . i I I I I i I . I . � I I i � i � i � ; � 3 11 I 11 � � � ! ( � � I I ; , I z : i I .. I T � v ; � � � ; " � � : t �, , . - � I � � i � q ­­­1­1 11--I"-L---L��-----.'�,�------�-,-------�.----,--,------,----,,,�.-.-:.-,�-,-ll-l�.1-�.��-1.4,,,,--�,--,� ... :-���-.".-�,-Z-----�---�--,.-----,..--.�--,�-,-.-�...----�--,�-�.-�---"----.-,�ll-�--------. 336 12+00 13+00 14+00 NOTES .: 1) ALL CATCH BASINS ARE TO BE TYPE "A" I NTH 3.5" OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVA11ONS UNLESS OTHERWISE NOTED. I 360 358 356 354 352 350 348 346 344 342 340 338 336 334 � 332 330 ov $58 556 554 552 550 348 346 w 342 1 340 338 336 334 332 330 SECTION -- loolooloolooloo' A SCALE 1 " =50' HORIZ. I " - 1 =5 VERT. ______ O. 30 V STA. 15+95.00, C.L. 5.001-1- I STA. 15+95.00, SEWER I F 47 � INTERSECTION _ ' STA. 15+90.00 C.L.. 3UUD/ la w "..., � Z &.*1 %#-"%It 19 - C-4 Q ZV%,).UU o\n - I - LO -- ler") w I STA. 18+69.76 C.L.1 I I \,-- FL 1 1 1 w - OXFORD HILLS DR. - ____ - - - � - - � - - X'wd- w 'i - -I- - - - N Zr_ I tn I L --..,/ F_: wl-- I RW co . 0:� ________� I 0 w - CD a :c I I AR T - - I F .. - - r__ uu(n I < V_ 11 (:� I 11. I n- -F%-j il , 1__: I to I I �_ . LU i , Lo W F_: I � cn.w co LU (a I . " 0 w I 0 c> - I v,p I I I , 0 C) Lr) - , V, - . # . I I i i d uiz cj I I d Lr)z q C14 - z __;:;r (m 0 z .< z I . Ld Ld --�w I I . . 0:: ro I . CL z I X: 0c) lq- :r Q n I,,%- . C51 3 ,,12 + I EL- qd- V) -* .4-1 T_ M c; - Lr) :i 66 v- < V.- - 0 . I -:� CN --- - - - - - m 00 r- z c� c� too I- , �- I P :Z 10# 6 04 F- U-) U-) T- LAJ M: LAJ 0) M cb cy) -t cf) I - - - < 0000 LLJ �? LLJ I OD - I w u- :r X: u) I 1 C3 + + 10 n + + 0 En < " CN EN "-- I 00 I I %_ r- . . 2 T-w- In w w 49 M < I I W.lill Z ,j L" ix I I 10 6 V) (n 0 .gi -gi I— I I L F- �- �- (n R F- F- V) (A V) (/) U) (A OXFORD HILLS DRIVE U ]\] j -r /I SEE SHEET 14 . , - .? . I I I L .. * it SCALE. 1 ano� 50' HORIZONTAL 1 " - 5' VERTICAL _­- ­­-, � - � - - , - � � , - ; - � , - - , ' . L - - . - _ _ _ - � _ � _ . - - - - - , , L - - - - - - � - , ' t � . , - � - ' , � - � � - � � , , , - - , , - - - . . - - - - - �-- , - - - - - - - , � , , - - � . - . - , - - , , , - - . , - , - - , � - . - - . � - - - , , - 7 , , � - - - - , - , - � � . , - - , . , . - -I - - , - I - i r - - - - , - * - * , - , , , , , , � _; -,,7,. --,---L-"-,L�.-.--,�---,---�11--�-�,-��.--- -�,-"-----."-,.�,-.-.-,-,�-.-"-I �____­­­._._,­,___. .r ` I ; 358 . ___ ___,__,.___.,__.,____:,�,,�..�.-, ­ , I ___j __,,___,___-_..,--,,�L-r,------- --------- -, ___________r_..._% . . ..... __.____,__­;­1­_1­­1 - - ----- Lll"--�-�',"-'--"���--.-.,-�,�,-.�,�--�----""-'---""-"- 7 1 1 - i r I i � I e � il � ­­ � ; � I I I ____­_­_F -------- - � ... ... �,�-�,--------.-t-----�--�-,-,-,-,_,_. � % � � i . 1, , . x i � � P i I. T­­ -------- I � "I, ,I 1, � t I !. . i� i i E � 4 .. � ,I 'I i �. � ; 358 - ------------ �­--­-­ � � .. ; K � . I i : , � ; - �' t � i �1, � 11 7 1 � 11 � I I 11 L , � I � � � 11 � " f 1". � � I ,'I � I � i � . � � ; ' , . i � J, 4 � v ) ; NSTALL 1'35.00 LF OF � � � 'I 11 I f I ` � ( � �, I � JINSTA 12 ,I "I i I 11 I � ! 1� IL � - ' � i j H , 95.00 !f OF 24 i RGJ-R 0 O.lq% I 11 y i , �gp 0 11 , I - I . __ ? I I I 'm ^ ,I �4* RGJ_�Cp 0 0.1 070 NSTA 50-00 OF 24" RGJ 0.10% I � � i if I ,I I A I i .�,--"-L,�--"----"-.-,---.-,-,e--�---,-,---,--.-%","-,�--L--- f,--.-�"-L-'---�'-�'-'�--�'t-�---.--., ­_,___­.__-F-___1_1_1_11. -, � I I _____,__'__-� � ; * 11 . 2 � _1 _-_ __ - ,.-.,.,�2,11-11i.,--,L',,4__-_,",---L'-,�,-",-,----i-,------,-,.,-----4--"� ----,----,-.-- . .� , 00 - , ­­­­ t 3'" , I I � _ - � ­1 1� - I ! i I I � !--,-----.-.-,---L-"--4-,---'--'--------"-..��'�+-�'�--".-----'-" Im I I L,_,_­__1_­_...1__ ­______________3 _1 , i t � f z I --- I-,(---- 11 I j � i 1, Aon& 'Iff-c __ �.--".--".---,.�-11-�1--�---i--__-.._,__-,I�.---+_-,-!-.-L-1--�-'-�----� � i � ,I f ; T , 4 . � � L � � , i 11'1_.­_­_- I ; I � .", I f I 1 -----,-----§ ; ! , - i I 11 I . � .1 I � , [-f-­1M*EX­rfvm1�51 � 7 S I t � I � w L i � ! . � 51' �_ . ,I 11 I i � i � 1* - � � I � � !. � � I" . i �. � � � � � ; � i �� � ; I 1 - - . t � I � � i 11 "I _� 6 11 11 I '17 . i � I I � � I � � ; tn of � � 11 1� I t 11 . � I - � . I I � "-C:) . . 7 i .1 � f, �� .1 TRACT 110. 675811 1 , � �� "I z . � � ,I i I i L ! i . . I � i I 1; � 11 I � I 11", � � I I i i ! z � " C> , "I i I � 'f .1 . I i � i I � 11 ,: 4 � 1, '; ,L j q cn i SEWER AND, STORM $RAJNj �� ; t � � !, i � ) 3 i � � i I ; . L ; ' ! � I i "I 11 � . -, �, - I i 14 I" . . I I _�,_,%_______,_.,__:.,�____,_____�_-�-_-__--,---,-,L.,- -.-----.�-.�--,-"�L,-'4--.I�-'-'.-'-'�-""--.'--'-.-"'-'T---.--"--"--'-. , ­,__ will -:----- i I - . - -,-'-.---L--'----,-T--.--"-----------L-------,-'--]--_', ­­­­--­­Z54 1� � f%ki � 3 C>(' .� 4 � - � �-­ � � . . _-­­(D 44!%� ----,,,-;-:1�..-I--.----.-,----,",�'�'--'L�'L-�'-�'---"?--,.,-."-----,::- ---�-----.-----�,-�.L--.'i,--'-----.- �, 4 _1­­_.__t ..... . --_---��--.�-�.--L��--14-�-------'---'-:'-'�-".�'-� ; 11 � I i t r _____,___­_+_'_--­'_­-- - 1. I � f 't a ______,____ , � L _,_­�_ __ -_ ­ � .. ! � I I - I I � i � . �, � 'i ,I I ` - I'S-'-'F ­ .t--- 1. � I M UJ �. � " z - I i____-.'--­-_­ `OR� I v j?Ll - I � I 11 � 354 � I I � ; I = I : i e 11 I - � I ` � t . i Ic � � "m t 7 � � .1 � a t I . j 'd I ; I ! . i �� � I �, i i I i � ; � . i 'i i � �6 � 2 . I f I 0 If ! i ; I I 11 I _. - I � � � 7 t � I :. ; . I I y � 11 I - I I � i 2 i I I � � q t I # # : ! I . � '� 't - q) _j i � -1 i � � .11 i' - � 4 i 11 � I � 4 1 X (3 1 r � _. ;� � � i � ., �� � . , ; 11 I . I q I ; . I u') , I � I f � i t I � +� I ,I I � m C-) 00 I i IN : z ; a Z "I "I i - � * r . ! � 4 ; 3 I , � i I # I � . t i n � ., C4 1 '� I L I I I _- mt- � � � I " 5 F. f ,I � I IV- _ _1--m - - iI I ----'-.--�,��'�".��"L"---"'-'-'-�'-,"-,,��'..-",-",.,-,.-I ......... . . ­_�­_­ ------- L----'---;--- ,.1111117�11­1­1._­- � il i Ic # 11 � � i ; i.-I.�1-1.1�-.-�i--"-..-,.",--,-,--��--;.. 4­­ ---- - ­ _--­­-­ , , 10 ­� 352 1 � ",.--,,,,.-----"-.-�t��-L..11-,-- 4_1______1___1-________ ;L. I a ( I L__m �6 ,_-_ __,__,.,_­­,­ ...... �--�--,,+,��.--,�--"-V�--L'-,�---,-�-11-�l- � " I" .--- , ­­--­- . � I I 'I' I : . I t .___'71­__­_,_..­ ...... �,-,,�,--��-,-,,,-�.-.,.�--..-,--"-.--il- 11 i , +__t____'..__,... -1 � f � ­­ : � -1 - 11 ... _______1_1_T_­_ ­-­--1---­-­-­.-­ �, � I I .1 � � ___._,____,___ '___­­­_­­1____.... __ I � .1 I ", � � � .� � I i c ! .. I � i z 1 7 +____1­_____-1- - _� C14 IN � I I I C> (" f � � ; ,I I � - z � i I v � i 11 4 � r � : "I * i v w I w 1.� , z - ; � ,I ; '�, I ;;z LL-ip; - 352 7 !, >- U - " I I j ' I I I - . z I L , I I � I i � � I I ; I z . i t I I v ; I � � . � - � � � . I � ce t- 11 I -11 � i I i : � ! `� i C> ;jL � � � � I � ; ; z I : . ... � i � ? I : I 11 . � .L � I z � �. . 11 1, 6 �, I I i 9 -� I v i I ? ! 1, < 0) � .1 11 ! z 1� w I .-. � z � .� I '� f ! I c _. � '. < cs i. r-. ; I I a 11 i .. ; z I I � ; �1 : � � . I - 1z M cy) I ff) W) I � I 11 I � ; a I � i i � � _. ­­- I _­ ---L-,---'--�-11---.,-------."-��-".-�-"-,-,�.�,,_--�----,�,.�"-,",��,-.-",-.-.L-"-L-,--.L-,�L"--I"-�, _,_�-_--,L.L.-.-,-------.,------- - -----.-..-...-.----!---,-�,.�---.------- -i- 1! � � � j . _ ...... _j___________­___._�"__,­' ­­ � ". I i � 5 .t i p ; i i .'1­­,_­­_­­­ ----__-­___ � w ' 1350 L � � i I � � � :1 i C3 0 cy! i 1, I 11 � � I � ­­-­ '_-'M_::!E]1!!:::!!��X_'­__'_ ­_1 i ! I i ; ne) ,I 11 � ,I i z ---_----Ja. ­4' , � ,I , ,I to =) � I -",-,-";,-,-.--,�.-I-I..---"-,�-------.-.�.-��-, I I , I . � �, I i i ( _­__­_1.1 ... il-1--­ ___.,______y , i . � I 71 � � -,--- t-­ ___1 --- 1.�%-,-.--�-�-�4-----.-..,-.,.-'I ... ­­­_�-1-­ r -.-,---,-*I- ­­ 11 1. � I � 7 � I � � � I - I � i ? ;1 ! ;_----------- I - � . i � ft,----.-,---- i � : Z � � ; Mv-c>-- 3501, '� � i I Ill � � � z z 4 I - ; � � ,'I � I � p " i � � 3 1 m V-Q-- I I I 11 I � � I I � FC5 'q- I pf) i i 1 4 1 � t - -� . 11 : I � ; ! 11 "' � � � . w , , � �, � , , � ; I . � � 11 � 11 w - i I i F I i L I � � � I ; I � -1 I � 11, � � � It � � � z � � I � -t- s 11, < 'L ; � � ,I e ". 11 ml i I � 'Jl, i : I " 0 1 i +. 1 < - I. t I 11 ; 1 � � 1. I �- I. : � e � I I . � � � � �a � � f . .1 L ­­­ Z48 . i � V_ I i J>; >; . I It z i � � i I � - � � . i . I � � .1 f w �, � i � � � 1, 2 Z' ' -4 � � �_ V-- - I � PPROXIM ATE FIN _____&,l---(A - z: , I- z I. HED _ �ii __ _.L ; ! � ,-..-..,-�-,�.11I.i--�---�.L-.-------.-�,-.--"�-', 11 � I 11 , , � - � I � z � I � . Kz__ .-.,.--.---.-�,-,.-,---�-L'�----�-.--�-�-.-�---4 ...... __ ,I L: t 1 -"-"-",-�,--",�---.----4----�------,----�---"�.�.,--", f t I . � I i .,-- ,----.--!r--- ------t.-�----4-"-.,--,,---.--�-..�--,-,� - , 1. ; ? �k----�-----,.,-�"-.-.�-�"-.�.�--�--'--L��'-'-�-�-'--'�-------�--'.-------------�4- ­;iE7112-0-11�;­ i x i ,I � -1 i f , ;. c R � I , . � � . 0 1 1. . I A � .Al I I , I � � � I I I "I : � ? �. I i 11 348 i IL , � - I I 11 k . 2. . � i ! .* , � � 3 I � i 11 � > ; I � 3 * � 1, 11 'I L ; I I f * I , I t I � � � I i ; 11 � � I.' i I I , ,I I � I C �- Z 11 . 1. 1� � L I I � i I . 7 I I � � il f � ! � � � I � i Al 11 I � I i " 1 14 '� .." I I : 1� I" 6.2 1 'z � I � I ,I V) � � � - - - --4- - - __4 - - - �, 11 .11 I � � ! � -I - - ___T_ - - - ? - - � � � k I � I � r- - - 1 - - - " - - i - , , � ; � I I I � - i I j - - - I - - -1 - 11, i z I L 11 � _+ - - - - - ---� - - - - - - ; - - -+ i , � - - , � , - , - , , . . _1� - - - .------- -_ . - i __­ z I � I I i I � � _­­� � 4 � 346 i . . - 11 1. I I � ­i­ - - , I ! a I __..___ . i ­_'_­­____"t-­' - -�,,�-"+�,----.,..-.,------.�-"m i I .1 � I 1; - , i ­1­1_____4____._1! r" I i : � I _ _ - � . r I �. ___ _______ ­__ _ _1.­__.__­­'_ -.-�-,--.,--�---%------4-L,---'--,-"---"-'-�t-"-'-"�--.--.�--'-�'--."-----4.----"----- 1 , f I I � I z - __+.___,_­ ____­_­__­1_ ----"---.,-.-,---.-�-A---,,--+--I --"-* ------- � � � I -� i ` - ,f_,_­___­' 11_­__1____­ 1­____�� + . I � '� I � ; i i % ­ -Ir ___+____ ----,----,, . ; f , c -_ I i��----,.��,,�-,-.-,.--L--"--.�,--"--- -.-- -.4-- � L I I z I � , I t I � 11 i � 11 t" I 4­___­___­­ I ; ; I � : Z � I � -1 L ? � . I k I � 11 11 i I �, 346" ,I I I �, � � � i i t i t -1. I ; � � t � t i � I . . ; z 11 � � . . I I � L, ; , I � � � - � I ! I i � ; 1. � 11 i � i � I � i -I : f .1. i I � PL +�, I ;. 7 I � .� � I I � � � z � 5 � 4 ." � ,I A I �� -I � i I , . � � L r: � � � s � ; ,I 1. 11 � I � : 11 5 11 L I 1 I � I 11 , 11 I � I � t I - I - I i I I I i i � ; � � 11 L' I ; - � . � ; � � I I � .k � I � I .. , i i L' .11 z ! � I .� I i � � x . �' � ,I I 5 � 5 � i � : ; . � � I . ; � I . i I � � 7 I i F . ,� _. I 11 � I � 4 ­V -�­­­­­­­ 4 � . _,__-.-_�.i--,--,-,---,-----.-.,-,-+ ----,�-�---�---.--.-.�-,-�.��..'��,-----,,--.,�---,�--,---.--�:11--l-�-1-�-..,---..�- ____­_­ ...... -.------- ---.-"------L-'--L ------ -'--_1--_­__'_ I L � I ! � � ��-1.1�.-�'..-"-.-��.,.�,--%-,,�.,.,.� � � '344 . z ( � - 1< I I ; I : -1 ; � . -1 � ; I � ; ; I �' I � � � " i - �L 11 ! . , � I �, �, � ­­ -1�---.--�...---,----"�"--".-�-,-,-..",�,- 11 I .'. .1 z I ___,,-" ____._____,_1 ... 1_1 A-,,- ____­1_1;_­___ � � . '� ; I _11 ----,.�-.��-111.1--.,---.-�-.--,� -,---.,�-�"-�-.-,--,-�---,---__, __ r � L 1 ,I I � T _.­-­--__'. --,--,-----"+---___t______,: ...... ___­­__,__,__­_ - I ___,_­_,­_,­:­_ � i ­­ . i ,I I ,I � I 4 � 11 ! I I i 11 �, . � � i _� I I k z I � i I i � 1. ! � I I � � � 11 11 ! 3" ­­­­ � 'i h 11 f I ; � j . i. 'i .1 t � .", i .'. I � ! ; ; . i � L'. �, .1 . � I � I � � I i 4 I ; 1L. � � � 11 � r � t : it � ! � I � I : L ) w - I i � . � � i I ; I I ; ! 11 . � � � � � � 11 -1 t i I � .'I . � Z � � ; I t , � � � i +` i 9 : L ! s i i I I � I � . � � � i � I . �,L � � � i . . ,I k [ I � .1 2 . � � q ? z I 011 f t � . ; I : I ; i 1 4 i I . �� "I � . � I I ,I ,4 ! I t ! - ' ; � � L 'L ,I I � � 4 1. � I I t L�, . .�L I 1 i � � I i � I 4 � I I � t � � � I I -----L"-.-�-,�--t-,----'----'---""---_,. L t I : �_ f I � f � "I t - I_ ._-L_____ - , ; � I � . � _�_.________%--�_-�----:------.----L.-��",-'i,----�1-11�-1-1--l��.� ..... . �,�-,---,�'..."-�.I.-I'l�---"--"�-.--,----,-,--,,--�- 11 ; .1 : ; .. L �--""-L"--L-�---�--'-�-�--"- . ...... ------I--------.-.-'-------"'--�-�---�-1-11--l-�---I I ; I I '342 � 11 , � i ! ,I " 11 I ` 11 -­--­---i I � , i .1 i ----_�-",-,-"-"",L,---""-''--"'-'-"--'--"-'Z ------- ­__­-__ ,.----- , � I i _.1­_.1_.____1 � 7 � � -1 � 11 � .1 . t, I I , , � i , -,.,-..-�11----�l--+---�--"-,."--�__.,__,__,_,,.,_,,__,_, -� ­��­­_­­­__­­ , 1. " � -1 I � � i _____.,_____--, ___�___._­______,­ ____­ � I I � I . � . _---.�,_-�------'L",----'--------L' � - I : . I i -_ �T � � � i � : I f ! � ,I *1 _____ also, am 'Nummolimm, ams, GM f i I ! i . � i � . I . I ; 11 ; 342 � _. i - ! 11 m�=l�- � � 4 � i i i � ', ... .. . ____ � 11 I t � I '� i 4 1, t L - -"-No� loo-oloo- i I I 11 � jl q i � � - ,I I I 11 i . I I � � i -modom� .1 . I - I j I z I 1, � v i . � I - I � � : . � � � � - --+- - - _T_ � i ". � 11 , I i ; " I Goo __ dw =0 ? i - � I It I i I i 3 � ..., -i I lol i I � ; � I I .. ; � 1. i I i I I , � - I I � ! .+ - .. � � ,I r �, � ! � � � I f i 1� * � f � � , L �, . . I � I ---. � L ________.._______ _­ ­_­­­ I I � i t z ,. f : � I � � i 11 "I � I I N , ; � I t � i I ? ,-,�-""--�-"�.-�-�-,-"-'�""�'L"L-�---'- 4*__-_-______ � �, � � I i � -1 'i Z -1 ­-1-1-1-­4 ­1­­_­1_1­_ __'i � ,I I 11 '340 , i "I 11 I . ��l-,----,,-.".-�,-".-..-�----,��----t�-,----.-,----,-----"-,-�1-11---,- I ----,L-----,-. -1 I i +_______z___­ I � I � -­­----- � i . - ." ; 1. I , 11 I i ­_­__­-;, f�� _i_1__­__­ 5, 1�1 If 1I 1 ----I-,---�-1--�-.1---,.----4,.',-L,----,--"-I � L-'--'-"-�"-L-"'-�;�-Z'--------.--.�-'�-� Z­­_ I I . --,-�---Ii-.�,.-��.-,-,-,-�----I--�,�-._�-,--'-"--r,-�,--,- z 1. _i______1__ � T �' i I � 11 I 11 . 1 - - � 4m - - . .�, 0 1 ; � I i I � ___ � t �� i , � 11 'I � I ..- F I ; I f i I i I llo� ; � I 11, I i 340 � 11 � i F I I % . i I � - goolooloolool, =1 OW Goo, 11 � I I - m ! � 1, � i � � z * � ap olim, molmmm--- i i � I I I - - I smaj.low, � , � 11 � 4 3 � ; . i 401P wil 11 � i � � - i � I � I -1 !� y I mmmmmmmmmmpm� � �q I I I � ,I I � . I r am 4millO - I--- i i 11 � 11 i 1. I ? 5 . _�� 1 - . I F I � � � ! � - + I I i 7 � �i I � 11 � asso ow i 4 I � � i " 1. � �. � I I r I I : I 4 . i i "I I I � j � I � i 11 I 11 � _. � .. I � 4 I -,- ­_- i ; 2 I � 1. I � 4 + m1r. � � a ,I , � � � ah, it ff"I - --,--,.-4--.--�-------,-,.-�-1-1-.---t------,-,-------,---",�ll-'--"14,-�,---,---"-, I � I 11 I , � i I I - Z38 , I ` I I ; I -­1._i1_­­_-._-'_'_ L, __ , I I �� 11 ? i 1_-____+______­__._ - - ----- �-"�-.---,�-�--.,-,--,----?---,"---1";�.----,,---�,, ­.. � I � -Bwgr%-1 I I c i I t � -1 . � I .__.__­j1_,_,.-1­- --.I'-"- - ! � f a "' � _­­ t I IL 11 I -ORAN i � - , � ! 11 I - , _ _f_ I - � f I : i � - � 7 11 ___._-____­-__, .�-�.11-1�,.�---.-,,�..%,.-,----.-�-�-,�, - -I- ' ­­T ---- ­____ I t I , � i i t � � i *1 : � � � � 11 ; I t � � 7 + N . I � � I ; . � 11 i ! T t ; 4 � -� � I ; a I i 11 11, � � � 11 � "I, ; I � ? -_FN­�T 1r___JjD�AIW f � � i , � ; 338' ; -'u ,I i 1, � i ! 11 1. i f � i . '� ; � 'L ? t � i � i I ; 11 i I f �� I . � � 11 � i ; ?I ,I ! I � I ; ; E il 11 I I 11 I I j I . . � ,I I ; i � � � I .1 � i ; � � 1. 11 ; ! I I i 11 I � , I � 1, � ; I I ) z a t I t 4 i I i I i i 11 1�` I � : � I I t . t t i i � � z I , t i � I � ; i I � I 11 � � .1 ; I '. I � : � � I � I, ! : � 4 0 i � L � I ; I I � . � . I i i � _________.1_4 A i I I + ____ --- I i .,-- : � � � i ; � � �- I � I � I �___­_­_____- � i � � i 11 t f �­­­­-.1- �.___..1__­­___'__­;._ ---�,.---,.-,,--_--4,-,-.-,--�-�---�---"L ---,---,. _,__�. ! 1. I- I - � t � __tl " 11r_,_,__,____,­ +�­­­­_ :336 � � I . i 1-t-,-, . ..... ---,-,-,I � i' I � � _­�_ "__­­­__. ._.1_________­, " ; t : .i � I 1, I __L__ __._._._, _,�_ -1"----,-�"-,--,---,-rl-,-"�-.---,--- I � I ! ____4 --- - -- _­____­­_,_; ! 9 t � _,. 1__1_­_­­_1_­__'__ 4 " ,I �-11----.-�--�Z-a'-�-,�--,-,-,-.,-,._�_�____�4__��_,�___�� __;__­_j____L__'­____ - --,---------711-1---,'�--",---', I �� I i ; s I � . , i I t I . I I I i i � I � 11 i 4 � � I I � I .. ; I i f 1L I ; ,I ! �, � � � 336 'I I I .'! i t 11 _� � ,I f. j , � . 11 .� .1 I '� I � v � a E . , ! I � i � i 11 I � I 1 5 i ! .� i I � I � 11 �, 11 p � i 11 I I : i � w 11 'i : � I . I it x t I 11 L 2 � � I I I � � I � I � �1 I "I � i t L 11 ; 11 . � � � 4 , I I ! . . ! , � 1+1 I ir I I I i I � I - ; 4 � � � ; i � ; i 11 � . I ; i � 1�. � I � I ; �, I I � � � L i ( I I i ,. � � I ?�' I ! � 11 I � I � 11. : . q . I I I ,'I ; .11 $ � I I 1� ', I I � ! I i 11 1. � ; i � I i, � '� i ` � � � I -1 � �, t �L 1, � 5 i ; ,p I � ,.-...--- _­_?­___p­..__ 4 _____.___.__­_______ A � I Z i I � ,I �, I It I% OKA � 1) � I i i � 7 ,I* � . i � � 1 4 : 11 �-,�---�.,.--�....-.-.�:1-11�.�--,-.--,,.--�--".�.,.-,��'-4-------"-,-,---------i---,-",-��t�----------i�-----.----- T I ; : � I � � �', ____ a i 4 A100%mill � I I I . I _.__11.1__.11_­_­ --- -- ------ ,�--..-,��-,--.,.--,,.----------�.,,-�----4--,--------"-,-----+,-,���--",-'-- i i � � I 11 5 -_.--...�,--.--�-�---�--�L--�----""'-'-----L'--�-----,-�l--!!! - _1___1.11__­­__.,___� ? , I � � i I � , .-' � .. � 14 I 11 i 4_1- , ­­_ ! I i � . -Ir"---,--*-,-,-""",-,..""�t------.--- � -,.-t--- I -----------I-i-l�-.�----.-.----"-,,--ZI ______-___4_1_­_ 9 � "I i s � I 3 i I i - � _______-_L_ -.1_1 11 i L ; I I . t 5 � � �, j � % -1 � � . � _. I i 11 11 � � 0 ,� 334` ­----­­­ I T I I - � i i � � 11 � I I ! I 1 �i 4 _� 1 4 � '� � I 11 I � � I � 11 I , I � � � i , I � . ,I - , !� � 11 � i 1 , I ; � I ; I � ! i �, . � i i , I i � I 11 � I � 11 11+1 i 11 t � -1 � I I ; � : � � ,I i ! ,I 4 I � I � ,I " � I � I I : I f I �, " i 0. � i ? 0 __ 0 � � i 11 I I I ! - woommililillool,� I L i � 4 � i I z I . I I � i 3 �L I -----,�m 0 . . t L I � .1 � I 11 - - 1 0 mommoloolooloo 0 1 I 1 7 ,I � I i � � I 11 ! I- z I . *,- - � i i � . s i I , 11 f, ------ ,� _L_ I A I -_ I '_ I � -- . 1. z �, . � i i I , ---fl- m � 1; : L � - 0 1 - ---- - , - 33 1 - - � - - - - - i 4t­­­"m"5xm"m �, � � . f - �� al I- , _14-- - j I * _2 k. . C__._i�, I I i-L-'-'------�-'-"--'-----��'-.-.---'-'�-'-'.---�---I ­ ___­___f_________11_1.1 I ___ 1+1 . 1, lmmi"�$ __ . _____1______--r­----_ ---+�- -- I i I ,� � _L � -.-,--! 7=��____ I --r---� .- ___1 � � I � I - � I --------.-* -------- i -, � t 11 � � I L i � , I., I � ; I . mommmmmmmp f . 4000� L � . I � 11 I I , ? � - -.+.- - � . 0 ___ I , � 7 - ,I e � I 11 � I . I I I I '� . � I � � I � � I ! I � , I � 332 .') 11 1. I i I I I j � I ; P, I i ; I.' � to .1 � I � .� i I � I , 'L P. 11 � t _. . I I I I I q ; , 11 t � _� 1 3 � % � � IN�ERT 8 SIEWER - ' � " I i � t : . I I I t �, t i , � . .I � 1. � i I ! � 1. 1. , 1-i � I � � � I i i i � � L , ) � i ; !, . I i � � " _� I � I � I i i 1; � I i . � � i � Z J I � 1. . �11 a I L� INVERT " " SEWE � I � t � i � . � i i i i ,I � . - ,- 11 . I � I I ". k � I i I 0 R i ­_ v . . : � t 11 .1 -1-1- I _,,_­_­_­_­­ ­_­_.__­1__?___. I I I I _� �� 11 i � 11 � e I I ­______., __._.______ __4___--__- I 11 i . 11 � . , .-.-..-,,--,�--,-���,--t-..---._�-�--L.--+---'----'-.�-'�'--T---- i _1_-__1__1�____11___ -I,-,--. 330 , I � � +) 11___1._11.__-.j__.,__ � � �' ,I _ . ______­_­­­___ ;-. -1 'I; , i Ir " � , , _­­­-­-­­ +_'__L__­-------__'­_-__-� - ------- _­___­__'__,4 "T - i � 1. r . � � - I -, ---­---­- �_ � t � i i i I* i � �. , __._,�_­__-.._,__­_-_ __.1__4_____________.�__ __1________�______, ____ ­­­' - `­________1______ , i � ;, i �, 7 -1 i � ,I I -1 ; I L # . k . , � �. I � A i 11 ;1 ; � � t � i � " � i !, � I'! I i � �._ � 11 � ; i 330' , � , i 4 i I � � I z 11 " � I 1 I q I .� I ) t' 11 L' i � � i � I I i �4 , I � +1� i 11 � I I - ; I � I ; I , r . i +. � � � % � ? , 1�1 � I I ; 4 4 � i � _j 11 �, � � 11 1. I I � � � 11 I It, 11 7 I I � ! i � �� , I * I , t - ; t , .1 I k �. T � i I i i i ; i . 11 - I i . ! I I I �, � i . � a Lil I � " !, i w � "I ,I i I , - _1 ; - I - I I � p I I �i I 11 I v � i I I � F i �L. I il i z � ; � I � i � � ; .i k I I � I 'L 'k, I I . I � .. � I �_ i 0 "I ,I t ,� � � I k I i t � T , . I , . i I 0 � � : ---"-L,-,�-'----"-"'----'----"-'-'I'.--'-'."'-'--- ­__...__1._­­­__,__,. I I � t ! ,I _1_­_­_1­1___,1 __ ...... � . ..... ­- t __,I_, -_,_, -4 ; I I ,I � -L-�",-,�"*�-'-'-""'--"L"-,�.1-�-111--1, 111A­­__1_._1__1._­ ­ __-. ___-.�,,-�_�,-�",.�-L"-_,,,,�,--",-"_----,-L., .____­ i 1. 11 11 _.j # � 11 -A ­___+________._______1___ i � i 10 328 " I ___,..___.,_,_. I ­ I _.___,.__.­,.­V L--,-,-,L,-""-",-L_"--4--,---.--,----.-�- , T"-­­­­---­-­-- - � 4 � I ,I I - I _.­­_­___­­­__� _�_;___­' - _�_ _____111__­1.____1_____1____ I A I , � � .I.-­­­.... � � � ; ". ' _,'.,,"�.,.,_L---,��--�'ll�-...--.--,-,.-;��-�--�.- 11­1- ___ I � � I z � � 11 I 1 � . i I . ; � W) I ,�-.,_-,-,-.-L--.--"---.___-+�-�,,��-L�-:,"�-"Z��-"L-"-"-'-�'-'-"--�"--' I I I il ; ? ,I I � i � �, t I , I ! I 11 ; i � A " . � 11 I I I I - 1, , � � � i � " 328-1 ! � 0 4 1 . .1. I I n ,+ 1, � .11 � ! � w � . - ; � � I I � I I z z I . � ! � � 11 11 It' � � I � .- � .. I 11 � ; i � � � � :: � 11 I 11 I i � ., � II . ; � � � ! ; I '� f � � � ; � A � � 11 1, I 3 � 0 � V) 3-.r ". i W)m � 1--! i � I", 2 = I I "I - I I I ? � i� � . � � I ; I . I I . I 1. � 11 � I . I 1. � � I � � i � � 4 V) 11 I 1i "I -1. -7 a 1. z .! - I , $ f �, I 0 i 11. I , � � I � I >_ 0 :,r- I � I = � � - 4 i I I I � I- L-L - I 11 ,I ; i I 11 � I i . � . � . z � ,I , � i � � I axon i I- I r. i w 11 � I � I I � _­_,.­­­­._ __ . . ­­­- , . ­ � I ; � _.:­___'­t­'_,___,._'k --,--..,_�__,�,,�,�.-,-,-I-_�'L.�,.�_,_.� ....... � ...... ­­.­_j__­_ "I � _j ,� i � = - " � �, - -4 00 e i I :_1­_.__­­­._­_.__.1_. ____1_.___1___,_..__ ­­,., _­__­_j._­ ... �--.------�----'i�---,----l�--,--.--..,-�.�-,-�- . 'm g I %J .1 100 i - �, ' k" ---,.---- '­- �L i 4 . � ---,---�,�Z,L--,--------.�-�-,�",,..-.---�,�-- __1._1__i_____ ___­_�,_ -1­1_ 1 4 � , AM I `1 # I Lftl �,-,--�L,----�--,,,-,-,---,T-�,,�.-�-.-.---.,-,;.-_"�,4��,-�.,---L ... ... ­­­­_'�­ . FAV�­--m*_ '� � i i ,I I �, L I. - - I - - ________,_,__­_­!._ Co- � 3 � 111000)00 I I � �, I � I 0000.+ i � 4 " l�--l-�.-Il..,--,-,-,--.---i----*,"*------ ­_ _4 �, t 10 R � : ! I '�, I i 11 � _+ � I .� ! ; : ! 11 . � I I I I � � "I I : ', i - I ! �, p I i W z 1". 9 . ; A A z I , "I I � i I � � z v I . . .. I ; I , 326 � C)_c_> i � 11 4 I I t _� 11 ?� 11L I ? � � � � � il . - , I I � � _j � 2 . ! I \ 0 , I c � 11 0.,* I i I ,I 0 1 Im 110� Im � � � P, � v � I p i - �, � I ,I ! "I � I " . f, ." . ,I i 5 � .1. ,I . =:) 0 -1 ; I : .11 .� "I � �, � t I � lc*q :� V_ i I ,� � I i I = I � 11 i I , � I 11 � �, � I i i � i I ; � I -� LC-4 �! 01.4- " t r ; 0) v- C> i ! � ; � � , pr) , 1. J i 11 i J. I � .. i X: * � 11 � ,; I I I z I . z t I � , �-"-�."-�-.,.�-L"--."�--'-14--.--'.1----.�.11�-4< : � i - _. I t L ,-: K) , ­_:_ ­­--­- � .1 ;1 � 11 __­_1­­­____ ------,-�t--�-,�".-"-�-,L----�-"�''f-.-L,L"-,-,----.-,---'� , , ,; L I � -1 -.,Cq-, _.._1­1­__1.1_1. . -1 _­ i � ' 2 1 2) i ,� � �, f Is ! ? ; 11 � � i I r!!)-­-­z 3 4 ' 11 K) I I .._1­_..___._­.1 -,,-_--. - - w ___,._!._ ... ... ____ -------- - �___1_-___1_- +___-_________._7t_ ­-­­----- _7 .... ...... +_____1 _.­_._­­______ - 11 QA4 � 11 , i i_­__1___­1­_________ ­­­ i � . L ; I -- � I � I " - - I . � I --"---- .__11..__1­_1 ! _<vUrr3_ - ,I 11 T ( ; i I i I ; ! 0j1Kr)_­_ -���-�---��r.-,-.-.,�-�,---,.�,-- I I n K) �_ � ; ­-4­-­­­-­­-- '­_,__­_,__,`,__­_, 11-­­', i ,I . � ! I ) I I ,I ". � I -1 m & 111_1__­__­___­__1 � -T �._ .-_ , ,I i I` M 4 pf) �_ to , 51 � I I -1 I I 1 324 - 7 . " � .1 � . 4 : I r ` � f � - 4 � 11 'i I � 11 => , -1 � �� I I . I I I � �� �- 'i ( .� ; .., i 4 I _> ; � I � I I i + . � � ; I ,I � 11 11 t i � .1 i � I I " : � 01 -) i I ! 11 � .1 .11 I z = , i ! i � ! .1 � .1 - w - - 0 ,I . , . - k � I � ,; x � k I . t � 3 1 � i 11 ". I ! � � ! I � . i I I �, i � � I z I �, 11 V-=) , < < mv- =59 -- 1 � I V-0 I 11 I � � . 4 ; �, � i i � v I j � � � e It . I I i 11 I � ,I I ,I I ,I �__ -1 � � I- I � " t, , I , ' I � '� �-,.,---"---.--..,.,-.�-�---�-"-4-,-���-..,--.-.-,:-"",.,-,.--�----,-----tl-----i-.,--�-----.�,------ ________ _4 I � . I � T i . i . � 2 "I - ; � ? � -'322 , 1. 11 I 11 I i I _.-V , � i I � . I` , f� V) 11 -___1­__.w -...t . - _��_ " --.,.--74-.,,---�,.--�---"-,-��---�--"'-----,---.46---------.--,----4.----.,-------- �:�� I _A� # 4 -, ___,_,_.,-_._,,i-,---�"""-�,L,-","",--"-,f-"' _ Willo. ­r,r,_­­--_­--- I � f �, " t 11 ,� : - --- . I ____ _____­ i ,;., �,;�lk ;0 _1.____f___111-____1__1__ I -1 i - � � . w . - -,--.,--.-.---4---L'--"---------'- _�_-__­_, - --------- 1-1 _.t_1_______1 � f ; ; . � i � f �,_-,-"---,-----L.-----�--------'--- Ir i__ ­ ­­ 1 1 1 z z . -.1i � i : i � ' I � � c/) I ,;* � i t W 11 i ** � ! I I i : . I � L11 -I il I � *1 � ; 322 � ! 0 .: 11 I � �_ � f i ' En zxz , t �i �* . I 11 I i " I W-0.25% , 11 � t �1. I V)- i C, I � . � I'! DLLL I ! i , z ,; I! A i � ILOSTALL �W 00 LF OF 8 .1 R ,I . I I I I . i m I .1 I t I I P -o.2 R 11 � i t I INSTALL, 165.00 V Of 8"' SEWER � D � 1 ! i � � i 11 � � �', i 11 , m i i � , �, � , i i ! � i I � 'i � 3 ; I ; ,I "I I i . ; � 11 ,I . i .- a I , I � ?I ? I -1 11 ! 11 I .1 , ­___L�­_­­­­­_­, _______J I . i I I r f q � � -----A-�-%-..--.;-i--,.-"�---.,-..-.-"--t,-:".,-�-.�--r�-"-.--,��,,��-�-�--".--".-,,--�-111-1��-�--- ____._L_"-,_-���,""-.�"-,--."-----L.� � .... ... ­1_­+.___­,__­­­_ � f'� � i 1 320 1 i � � 11 _,J._,.._-��-t---.,L.-.;��,--,--".--� __,,, , ,,-,,--.L---i-�---.-'-L""11---,--�--..-�l---.--.�--l-�n.-I�.,��.-----"-�-. ' � � I L. _.___;__­­___ __­­_.­._).__!,_ .... ... _-,,-__----.-.'--L"��---.-'---""-�--'-'-'-.-'--'- 320 ,�,-.",---�,.---,..-.-,�,-,-�-,--,--.-----,-,-�-�.--.�&---.I-r-.�,--.----.-.---i"-,��-,-,--,�-�.-.---�----.-"--- I I 11+00 12+00 13+00 14+00 15+00 16+00 . I 11 / a.. O? 0 ---#/.J 0 Iiiiiiii .� ON-rT-s,,_,,.,)- -,-;"�.,,,V���..'�'��,:""�..;,t"",,��"...."..""l:";L'��".'"'�1.1�,�,..,Zl�,'�,,�,�".����.,.t.''T-11 ­ ,:�"."��'...,;,-.-:-":""..�..'�".e.:%.�,��,,.��,,�,�.t�.=-,.�',�-L�,,- .,_,.:jr:0.,­,L,,.­ ;! � �, , . , , ".. 1, _ "_a , I � I ,._ ` " . '�' �.11,�", _;111''e-,.�_ 1� .1; 5,Y-tA21; � I . ;01� 4� it ;: . , ` .1 , A. 1, � 5 1. � �11 ��,', 't�',. � , , . ,1 'f 4 ,4y, " "", i , � ,;i W t� , '. ­ ,- )k v,-­,�% ,,��,�i,,�,, t", 1 'Z�110Z`4� illlk� 7. - - , 41" zk " I � A, i� � , n: �- N­ ��, -4�,, " �. -1; "', . 'k. "ei' A "T ` " ,� ,-,,v,, , , ': � a's , .'. �; " �" , . 5 � � - - ,,, "' `4�.U' ,�4 , - , ` '�;�,;� " , �_ ' �, � ; , 1, , I. ,4i, � � , ;. 0 _� 14A, .� � . i ir - , _ " '.-�- I , '!� � " , � � " 4 � - I i P I 1. t, ,--� � �,W � � "I Z � : �. , , 's .� 4 �, '. g; 1, i , , - - !, m - - 1�-.�. - I " . ,� __ " .11 � , i�__, �,,' , ", .t.., , - -, " �-11' , � i. �'Z� ;C `�,,, I I - �� . " I :� . � ,4� K . 1. ? i . *_ if ��,4. � f . '� r,�, ,� �r ,� 4�� , , , � �, _ _ .: � ,� , i � �w� �, , � " ,� ,'�, + i , - ,. , . . ,.", olt 1;114�", , i� +1 1--, I I ....... -'�-,��',i.,-:�,,�.,,--,",",��,��,,�'- ,1�10.. I . .: -.­­­1 � I � �:1+1�,,",-'."-(�'%""�-"�,����.�z,�", ,� �_­_1­­­1­­­­­ �-�­­­_- ­­1­­`­ " ­_­'r��`­­ -,;1-,-,!­, I . . I I- � . . 0) 0 n n �_ Cy) w < "q-. ::) - V_ 0 z 00 C) w ,11t 0 z LL- I < -1 I < ,Rd- Ld (.) n . Ld 00 X - 3r. a .-­� I i v- T_ Ld (0 C:) E (O 0 (1) *,%� N alf Ld y < I .m ___j I I . . V_ w � C> 0 cl� N-,, 0 14- V_ V_ 14- ft*� 0 00 . I 0 (5 z Ld ilm I­ .9c im . D _j V) 5: ��: I im im 93 LLI y 9 C.) 4c Ld w :r I L2_j Ll�j V­ Q \ Vi ll� . - . . * A-, - tn Zv" , 1 V6 . I 1:!�. %ft -.1 �i � t, pol I >. C-) e_ * (0 CC > 6 . 06 1 uj L - - . � If - '/ Lij �-_ -< 10 >- M__.j I --I (.n I =3 __j (j) I I I 0 I I I I L u) I— ,;e V� , I mi 9L . � .r- W s F� co W M Ix CC ( , w = 0 0 I �+ - e 2 -.4-w C) in L " 1, I �� : . , ,� - ' p in t 11 � .- L' (n <.J w : , , I I L x wm < - I I I _: ­ L., 11.7, .. LLLL LLLL 7- �be c:1 L L ' + 1w cc < . 1, L F , I (0 c) w C:k _< 1. + k I I I X I m i X 0 . 1 I . . , r ,% (n -r (D :.. L - , I I �- qrm ca >pw I + 1. . 11 11 I L I 5; t_j �_ � , LL z IiiiiiiiiiiiiiiiM os < , � L� L- . Li (y �- (n w ---N La I 0 V� in , 3 co 3:: V) T_ o I (n - uj rl%i 04 0 V_ q*t I 1�m o 1� 0 0 . ui a . m - (n Q I fillillillilloo 4c 0 0 4.0 . C� uj 3 < � . - - - m c.) a-- I ck: a_ . W:z 110- _< in 0:� ui (n in , :> > . w Of w Of - . - - - . w I,,- cz) C) ---�, '--.�, uj �_ < ro CN r-, C:) 0 --�, - C) V_ I I I I to""".. 1, . I R . / �� . � /t 4�2,l­ ii�� 757 1��) . I I I \ I '\ ui w 0 Z I I � � z 4c < V� , I mi 9L .j � X 4c �j < . s F� co 2 CO) < . ( , w = 0 0 I �+ - L, _ 11 . I . I I I L . , ­ 2 pm ca (> L " 1, I �� : . , ,� - ' p in t 11 � .- L' 0 _ X < Z : , , I I L x wm < - I I I _: ­ L., 11.7, .. LLLL LLLL - � >W L L ' + 1w cc < . 1, L F , to 3:: 1. + k I I I X I m i X 0 . 1 I . . , r ,% ui111iiiiiiiiiiiiiiii, X 0) am :.. L - , I I �- qrm ca >pw I + 1. . 11 11 I L I Iiiiiiiiiiiiiiii, �j � , LL z IiiiiiiiiiiiiiiiM os < , � L� L- . C> La I 0 114ft ul) 1%0 W& >= < , 3 co 3:: V) T_ o 1 C5 z 04 0 V_ q*t I 1�m o 1� 0 0 . ui a 4c win Go Q I fillillillilloo 4c 0 0 4.0 . (m) 3 < � - - - m to""".. 1, . I R . / �� . � /t 4�2,l­ ii�� 757 1��) . I I I \ I '\ ___ w I I 0) w V� I :x . to""".. 1, . I R . / �� . � /t 4�2,l­ ii�� 757 1��) . I I I \ I '\ I � . � I I . I 11 . . 0 1 0 - . . . � - >_ 0 I < I � U 1\1 I T 5 3:. __j 0 . . . �-w 11 ;!s .ow O�� < .11 _j La McKEE ROAD cr. I . % I 0 i__: �� Zia a- Lu I I V.) x . LLJ Z: I 1-i _j .,.�� I 10 F_: a I w - ll#* 1-11 11 % W;;z 0 1 __j 0 0 1 1_71 . W_ " * x 0 _: ui Of ��d u- I . I ,Vol% � ___�_____ . C> LL_ M L0 c� ,%OF, 0 z I UJI U j\l I T --/-.IV . . F_: . oi 90, .w 0 I 0 1�j t, N o W t--: Fz _J LAJ (D lew- F_: . . __j J J z _j 04 _j < - I -0-- Ln # _j . . .LLJ _j 0 (/) m_J :-I: . C) 0 C) \ -5� n _j a 00 rl>cn C) w 0 0- rl * OXFORD HILLS DRIVE - - 0 * fn < - I C) LLJ CD SAMUELSON STREET ?el\ \\ �0. -:�4 rri --I T_ X 0 . z .. .I w I cr� Z-J -Cpj 0 _j Ir SEE SHEET 14 . .0 ul Y x z 4 _j . - q Lo 14- W. SEE SHEETS 4 & 5 .., .,P C-) -�?� C%4 C3 06 ft 1 3 cn 0 C) CD I o a m 0) 2 1 1 . 0 ;: C14 UJ ^ . -30- S IF 0 :%, uj 04 p ,* 0 2: ld-" CN w X_ " 2 1 \ kv-\ . r .)c wl 04 2 " g I w 0 1 O' 4 20p rfi :wj to r__ to � C> 0), ci Z , * " z vi -6 U.) ' UJ .0 0, r%. lltcn . vv,% \ tippltp- 03 cn , C4 ,-*- - 00 u.J 0 C> < v.- T- . I o .v% S_ -Y, 0 od + g mcn a- I V) � cn * 49 39 On lzl_ o . I.' C;; ,�,q C4 CN 1.4- 4 00 10 I I . �,A _�� \ Pei a * V) + + m + + " m + + 0 a m r"lQ__ 36 I- 30 - I ; a I I . 7 iG oir - .,* -7 \ in i to . r,� P r-� w rn 6 " po r�, V_ 4- * ac UJ to z I Q ...M..a .0 . + cm + 00 %_ %_ I T_ %_ . 3--m v- ',- a- (n IV- - - - - - - - - - oo__mF__w 401AW-M � � m N m I , ,.-o W% . -r- : �.; + I- oo 04 1 w Lo I Ld I M Is 0 ;r -0 � 1__ __lk \ Irl- V� + (A v- + z �<_ gw - ."i 0 _( ) C-3i - - - - - - - - - Z - T­ I CN --ce -ce < ro I r. I I � 33 >r , \ 1 .4 r 0 0 M CN # V_ �_ F_ LLJ 1�_ �_ T_ I U) w ;!� .Z : rl_ � S -. \ 113 , * . Air T_ (3 < - CL ch v) v) it 1 40 I 4i- �! .1i. (__41 V) V) V) (n V) F= �p rl va (g # �_ I I _" I - I �.A .Z, %-I -00 . \ I- uj %-- <� La V) .c� <� . En 7 tp Ae-, . (f) V) (n �_ W �- F_ R 0 1 1 . . ip (p loo, . * 0 - R 0 0 . I 0 , lll;�� : ll�� V) \ cf) V) LLJ : 0) 1 # I NI "A (p ll�� , \ 00 - I t I I I , 0 r-a- \ - � / --- - - I --- I- � I I - cp _____� - V) Ld )I- Ar �a \ S 0 12, . L-----\ I ...- ..- �_% m . &% 4f, ,- V a-. ...- '(p I I 1 50 51 1 __ r*-. � � 0 1 ul cp.. COS j-0 \ , 'Lo \ �� -_ I I wId- W =_ m -m-aw- m -1 a .,.- vf% I& I.A, . _-� --- I I I I - ±18 9 w I , I . � r 0 'A . . . . . . . . . . ���� - A - . I (n . " N-11 ""'.. . - 0 - V�N .0-1 I " mc) 0 . I Sc> LA_ �o . ..-- S00057*13'*W "IV " to 0 I I A I m I N% . p 0 . N:�T -F- It I sw� \8" SEWER 5 SOO I .113 W j 8.". SEWER 179.00 ' . . ./ a " r..-- 11 I 11, g -_ - ftv 41 "'� . i:x- - - - I w- i ____i - , I - oo \ Go ',', to;z. A6N - (!_iMO-57) 3*W-66.87 I -_ - I � I` \ M cvn) I � ; � as __ ob, - -SOO*57"l 3" - -202.19 1 1 - I - � I . I � 1% � I 2: VI'll . - ____�` +o') SOO"57'01 3**W / 11 55.81 p 13+00 b 4+ 00 ft 71 0 '\ RW / 0 N% d� b ,, �: .12 '*"%"',-_-._ - - � - - � - - I loe W I 1 �? , r,A __ 11 vc':) 0 - - - � - - ______oll w . !I I clq -u-) ., ___ \ ) En I I � . llk� Ile 1150 .--.-,---, '---1 8" DRAIN I . n I I 11# u 1\1 I f - \ I I I I I I I 'I I � I I I I § I II t I I I i I (: ) I t - _i/ I TF j I I -, ,,� I FL a I I q INTERSECTION '%%**� 1*1% I XANI-NN S �Njroo A * a i l* I I .0 >_ .-, � - 00 1%% I FL - \-FL j I 3r. 31: . __�� � - c) ,,---- j�) � "-.% < jd k �- M .-� N. -w . to cr- W \ . i I -11*1 0000" 0* ..� ..- � - - - \ 0 / 1-1 .4- � - SOO"57#1 3*W - 11+00 12+00 300.00' � �5 --- C-4 w \ I - - N%*�/ - 0.0 �,,rj , _[RW L _ �.0-1..� \ to 0 te) STA. 13+00-00 C.L., FARMINGTON WY.= . " STA. 15+06.49 C.L. SAMUE 34 � ___ i - - - - 7 i I ...., ) W cvn) , RW p . Ul " � 0 - � __ � s - - 0 0 dmmwft� - , - , I $I � \A'\ ..., 1_____'� %_ U.J _w_ -----r . - S (L INTERSECTION/B.C. S63*09'44 W RAD. .-ol* . I La 0) 0 1 SOO*57*13"W 8" SEWER 0 'ft I z I - - - - - - - - - � 11 I ",N) 00 w . � � CN %..o .286.65" 1 i ce ��­ . z U-M I . . . n < STA. 10+00-00, C.L. SA .0.1* I �_ , X: 11 . ! w I 101-1 w cn . _j / - _j * 1%. . +1 0 . STA. 10+00-00,, C.L. FREEPORT WAY= " " . LAJ I I— . . FL--/ I . / 45 a 0 tr) w 50 1 0 cjL) 10, / �__ � I - zo) I v- C) 8 � � _____ - __ ­__ - r. I lr� 0 0 6z I z . -------.. ui 0 1 < _j I En . c> \11� - .4 - 0 C�;r,%: � - ;;§�� / / "%. ��� I I a rn I wco I z .< . V_ M r%. . 0 wi z I p Oc> - . ------- � __ppw� V,_ F-: STORM DRAIN M.H. NO. 4 1 1 cs _j . i F F_: RW �� \ �! 'd-0 I I an : .m 5 . z - 45 p V-:n - CK or_ ry O:f - I I we I (N. � . . f*%- 11 >_ ± 00 .< - . . jr. - w * 0 .* . __Jw - - // rl-- C) I A �r I— to It - 4- V_ . r__ C) STA. 10+00.49,. C.L. 9.81RIT.t= r%- < r 'C-- W_ w . -f-: 1wi m . - 2-P 1 �k - t8 � / 0-1-1 r'l- Ln C) C) H. cn p 2 . I lml,* ��q - O*LO < co m c3a m m ++ ��� (3i STA. 10+00.49, DRAIN uj 04 w 0 * cm 1* ir 11 � to 00 A:; d I oi a; 0) I ad W cid - >_ � I I F- � X. C4 q* to m l*w w I .z u- M - - A V_ w- / pn 04 04 1 c%j oo I " Lo # c� 0�;; n C> z to - . . 0 " - n 1--, Lo x cr w / K)l , m V) w p �T_ C) OW ff. . 0 =:> < U')to I CL to,* I w < Z . . � V, 00 I - I I O 50 1 . - - - - - V) M Z I clq n " 0 r*-,Z 0 + M r-. r'. w -14. - - z * - - - <;� I . q- Ld C) 6 6 C) 0 1 __:*w T-- uj z V_ I I V) 0 0 @� I ,*& - . n> . M r a V) - ,-Z cri 6 < V_v_ - - - � - - - Do ) 04 < . - m If- m ++ - < pt, LJLJ z ** tv r- C) C) L0 v uj W I I <00 ) .to< z LAJ a F (-o U) V) i�l Xs"� ... (a I U) 04 _j _j 11 LLJ m It U.J w- LJ w 0 :3 - Q.,v N-i 6 C5 C_� . oo " qd- w # 3 >; -J - --!M F- - ,W- V.- 00 = Cl + + _j . / .,; - 0 * , E z T_ -a n- w U z C. ui m uc:j .- < r*-. 0 ui ui 0 - Ili ��,, 04 o") Q0 rn - - - - - - - - - . 0 cicl.lce� U- n to U- a - ' r z -j'� 1 5 .L- Lu .6--o' I­ I < l* �2 m 0 :r M m ') 4z� Q, / __ U) (n V_ V_ _j V) to - �4N , to. A 5 + + + + ov) P I * a I.L - z .-J - X � � :D -En � I < __j I %_ _,, C S <0 / 0 1 C) I r- C114 . Z�l, to e) rn nuj-j W)GO p �_ . " of - - ==! I k *% F- IL I ,Z - % K 1z; , - Ir- Ir- -c- I -r- w 20 , 0 . I I . C) a_ V) En (n I c> I 0 W 0 w I ...j ^ ft n . * Z CDC) 0 I , Q t-,- x ('> - _I 2 V. < 0 # # . !R- I_q-- § -.0- 0 - v I . f%- N., R ;Lc;5 .i �<_ I C> < ' X %K IQ$ x I . I I . o c>0 z It z kt I co , co Go --� 0 < c" b) I w j < -1130 5 co p I NZ Q 00 30' - I I co u, wz cn to (n cn w �� x . - .41 m . . - - ; - - - � 0 � , W--,f u- W w 93 1 1 P lk�l 1% �_ �__ �_ �_ .z to U-) I I V) m K 7 < 5 ` 4 49 �e- - _j " " (n 6 (n . 1 , + :r + En 0++ 6 _____m� 0 (n . / .A�. (n cn < M M 1 35 u- a tQ a-Jcn- c>0 1 5* . ow x It* 42 !t-* :m ++ I . I * 0 v- v- < LJ � v- -4 . .-I ��e / 3 � # 0 w � � 4� clq " 11 20 1 < 7 I co U- ..X,x m . 0 20 * - - - 6� / cr V_ V_ . . I '"o, V. r '-' 30# - C3 ;!� 0 < ,,, a- R,<< . 201 w I _. §� I I a Z I � I I I 1-0 1 30 1 1 - . . z �_ow �_ I— 1 301, w 0 1 u.j< I I I I I w <_ <_ . � 1-1-1 - I wl(n C4 cnzm (n cn En - ­ 30P (n � / . w �- I­ I I � . I`__ - 1_1 -40"] 0 _j I 11 . En En W I a_ 19 . I I � I I I . . SAMUELSON STREET I m . 1 44 MAINE AVENUE O.-i MCKEE ROAD I M _j SAMUELSON STREET a- g u j\l ] T .-i/_jlj . rj I � -f-11) w . -,*, w U 1\1 I T 0 U 1\1 I T 10 Lo � . I � � SCALE: 1 " - 50' HORIZONTAL it . 1 � 5' VERTICAL , ,_;_ -.-.,-,-----,-�..-�IF----"---,--------T--.,.��.---------,--Il,-,---,�-*,-------, 350 �,_­­­­_,­__,­­,_,_ I " � I 41 �l � : 1% I 1� I I � 11 I � 'r .__.___­ ------,�----�----.--.�,,��-r-1--�1-1-�.-Il-.-�,____,_______.___._._��_,_,-_�.,_-,,�_--�.---.�O.T-I-"�.------L�-�--.-'--f-l-' � , � � i I I ,- I APP"lk0__)d0_ ATE FINISHED I i , 'GRADE � . t I � 1 i 11 � . : 1. 11 � � �. t ; - ! ---­­-­­t ; � � I � i 350 i ; i ; � �l �l � � I I'. � . � � I t � z � I � . ; � I ,I ; 11 ,I "i I I 0 CENTEf;4JNE I �� � I � . ,. � I i I 11 �l *z � . . � 0 i L 7 I I I I I � i s . i � . �l z ; � I ; � � I � - I 11 , � i � 11 11 __._l_l______,�_­ ______� , --.---..---�..-"--,",--�li-�,�.-.,� ... ­_­_­­_­__­_l�' i . I I 348 � � �l I � I � . i I r ! . i : � 5 11 i I ,I i 1 --,---.-,-. __ '_,__-_-______il ______­___l__j__-+_­ ------ I-,.-------- _'_____­__l_-__+_ ­ � i � I i i � 4 � I 11 1 ; - � ; 4 11, i 1. , ___--i.. ____ _____ � I --,.------.,.-,�-�l---,---,----,- . I i � - - +_ - I - - I— i -1 I _­_��rllil - � 348 I -,-- I I i � ! il � , 7 � I L 9 11 f 9 "I t � ___ I - - _�__ - I , I 7 - ___+ - - - i s. - ,I � - - -, _+_ z � % � t t I i $ i i ; I ! � � 11 ; ? � � I � �_ __ I % I I .1 � I 1; ----r--- I i !, 11 � ,� � � � 1 1 i .l__.___­_.1­___l 't 1­1_11­ � . I ,- 11_­__­__­___ - - 346 " - � ; i, � S � 11 � i 11 I ; i v I - j � � 11 z 4 ; 6 � 11 � 5 i , f 1 11___l-___l % ......... ­ .1 � � T . _-_.wi___________._i� __ -L-'---�--'-'r----'�-.---�.--.'----------t---�---------"-I-r---,",---1--l-------I ,I, � , � I i I .11 c 1. � j t i i i I s � 11 I I 11 ____­______l__41 i .1 I i Jl ; � I I +__ - ­-1--l" I i I � I 11 , I i i 346 i � �l h I � i ! 1.7 � � � I I � - � - I � . � � i �� , : I � � I 11 I I . i i I � ( � - � I � 11 . � � 11 , . I I i - I i � � "I "I : I r 7 � * ! ,I i � I I- I i 11 11 I t s 11 -1 A I 4 i I i I Is 1� 1. t 11 ; I i I ; i 11 I I I ; I . i : ,I Is, � I I . � ?� i 'I 11 � � � I I .. L".���--'-�--�,�"',�""-",-I-,-L.---,--,.-'�,--""----'j'-'-'--�'---,�--, ­ ! 344 � a 11 11 I ; I—— ­­_ ­­­­ ­'_-­__­ -------- �­­� . I 1, 1. ", "I k y , i I ! z � � w ; 11 I I � ,I � :, ? i � i -1 . . ; 11 i i � f I . 5 : +___­_l___l_______­_+____ i ! .-----�-----..-------,----,--�.-,.---,----,--.-",--,-.,-!', � � � .1 � . ! 4 il � i ; ! " i 11 .11 � I I ;1. � � �' 'i � I � I il " � i i ,; r � I I _-____l ____ - ­_.__l_l___l. . -+---,.------.---.4f�,--.--�,--�,� 1 � �i i I i z i t � � � I � I � � i I i . � 11 i t I ­__.­­__- .­,- 11 ; )L i t _- I , z � ; � *; .1 344 I � I � � w � I 1, 11 I 11 11 . , � � t 4 .", - I 1; i -1 "I ; ! ; I '� � . I 11 .,. . "L--,.-,,-? ­­­_­­­ .... �---"---__,,-__,,",�---��-�-_4�'I'��---',--.�-,-'-,L--'-�'-, - ` I I 342-,� � 11 -1 -- I ' s ? f I ; 7 ; . . 4 ,I i � I ; I I * ! j � T � ! s �; I i .1 � 11 I I I , l._­_­­i_______-_-__.___ _� .--I,--,-.-- z.l_____­____l I ----"�-"------..�.---.-,�--,---,,�,,��, � .,__ ; _ .. .... -,- -, --T- . �l "I � � 1) 11 1. � 1� : 11 I � I � I .' � I �� : � r � �l i ; I I . .l__.._L ___,_­-_-----4--­- - - - - - - � a . ----­t--­-­-­, � ! t ; 1 i ,� i 11 � , - - __­_ 41 � � . i 1 . I __4 I .342 4 . - - - -1 I A' IL 11 ; I ; I � I ?I � 4 1 I ,I ; . i - � I � i I *1 . , � i A � '_ � 11 4 I; . f. 1, ,I I ! - " i ; i I ; I � - � i I I �l . .. i � I t 11 I � I : I t � J% � � i it '� - � , i � . I i I I i I I I I I ,I . : � ; t �L 11 I . '. � u , I v L , � � � I f � -, r � . " I _71­'_l_l_______ ­­­ ­­­-­� . ... .... . - 1_­1_­­­1l �,____-,____,,_,__*,_L,_-,-,-,*"�l-,-,.�"-- , f I 340'- � 11 I i . � i 4 t I i I I � , � : I ! � i ; I I 4 ,� I I 'l-Ill-l--.4----,---,-.---------s",-*"-*-,--, __+____l____­_l I � i ------ k- _.___:._____­­ i i t . '. I - I ,I � � I � i I 11 .1 I � I � ,� f, I : I � ! ,__­____r___, __4 _­____­___­,_­� ---..-,-- � I ----..,--- 1, � �l � ; f " f I I I— ___l_.__­­l i i � I . . , z 340 i L i � I I a 11 � � I ?I � I , t I I , � � i . � � i " Ll I ,I � 11 '.1 � . ,I i I 7 �. ! IL .�, I I I . i . � ,I I _. : � I � . ; i I � I � .� I I I � : ; t I - I , 11 -4- .. ; � i ; i .* ; �1. i ; � � � � � I � � � � � .1 , . I , 41, � : -t-11- - ,�,-,�-------'--'L.-.-.�l-.'.----,-.-.,��-.1�-.-�.-�-.-.---.�.--�------4,-L---'�- 338 1* I 11 11 - � . , 0 � � t 11 . �i ! � . I .1 I 1. 11 ,I � ; � .1 Y I � f z 11 I I ; � 't 't � I - -, 5 1 _ __­ ..... . ­­­-­.� .----,.-,---,--,---,,-'�-:.-"-,---,-"---,�-�-..-�,�,� ..... ___ I 11 I ----­--_­l­__­ ) , t ) I I 11 i ,I I I .� -1 11 I -_ E � �l I I, � 7 I i . ! ,'I -1 11 : I s I i s , ". � i � I ­___4____l_­l_­ __.___� --- --- ______­l____,__r­_____, ; I I . 1; I i ( ; � 0 ; I . I i z 11 I j=___1 w uj I =: i. '338 I � ' � � t f '� i � .11, : � . I i j � I w �, ) I 1. � t I I ; I , � A z � � � � i I : ? cn I � : 14 e I ;, t I - 'i I I.. . 11 I I , ,I � ,�r-._--_,-,.-.-.,--,-)�-,Ll--,.Il�--l�l-l-'---. ­__,ii_,._-_._­l._ _., I 336 ill- 1­11­1 p I � , � "I I I ? r i i I i ; j � ,I .1. 11 ,. i i I 4 i I I , I i I I z , i I I i , ,I _­ L­ -1�--.-I,---�--------.------,�------�-� � 11 ____�,,-,_,�'t,--,-L.--,Z-"�'-.-----'J---.-. ­­_4 ­----------+---------- o I � v � '� I i. _Ll 11 t 5 1 � � �� i i 1. , -5 . � 1� '� I I i I 11 I . 11 �l S I 11 - I . � � � ! � �-.;--..�-----�..-,-,---,---�-----,----� � s � 1. I � I i ! � 11 ! I �� ! I ; w i i " � , i 1; 1 W L" -,---- _wlr_ uj ,4--Icn It � ; ,336 ,I " � . " 11 I I I I a I � �; I . � � � � - � � . � 1, I . ! 11 I �� ! ?I I ;. w .t. I I � � I � � � t 334, � � ­.­ . -"-.-,--.--��,.-.-,�---,----.-.�.-I�--.--,�--,--�..-,--,--.,-,- � � � I � .1 I �, " � j �� � � " ; -1 . !, � I t I � � Z 4, 1 i 1. I il � 4 I ! I i - , I . j *l ; J � I 11 � . , -�------Ia-,,--,..-.----,-.-i�-I - _-___-___-________+_l___ __._­­­­+_­ ------- ; 1­1­4 _._l-__­_1+­__- . i , I � I .'� .: f. � .1 i � 11 2 � � t � I i I � � � i I 4 11 11 -11 . f � . � ,I ! � � I i �. " t ..... ---I--,- I � __,­__._---�--­­--- I � � __ I 1 .1 I 11 t I . k I �l : � � I t � i I 0 F I S � A '--- L -----------,-- S i . ". i w I I i I � --I 1334 1, ' 1, � ! .1 I 11 " t � � v ; � .11 I 11 I I 11 �� � � ) I . i I �l I �l L i � 11 I ! 11 z ! � � �l ! w �; I � I � '� i t I .� I I 51 . 1, I , � , i f F � i � �� � �l I � __l­l.___ � f, ^ I I I 11 I ; i I I i 11 � � � � � � � -- -1 �_,�,_--,..",.--.-_,--L-,-'�----,L-----"-.;�--"-'-.�,.--�--'-�---� T � 5 I t , _______,_4 � i ; � A . � , , � 332 1 ­11 1­1­1­ -----.-�,.--,.---It.---.,-.,-.,--,--�,-.,t�; t ---�..,-,�,.,--,-,-.,"----;�,�1-1----�-"---------..�-- I . 332 " � �' i � 1. 9 � i I . - ,�� 11 f i . 1. I ___ �,_______ ---�-"----4--,Z---,-----�-..'��,.- _______,__f_______l_­ , . t ! I � I , I I : i � L' I I I 2. 1. 11 T � 5 � � � � i I i ; li 3 1 1 � � I I I I � 1 � p �l � � i ; I t ,I i 5 I . i 11 % I r. i 3 ,I - � i � � L + . 1 - - I - - _--le , �� .i � .1 I ,I - - t I 1, � � _ � ,l �--_­..,__­_.+­__- �­T!!!�_ �� - 1�_­ ---,---,--J-----;-. �" �l i 330 t � .. I ,I I I � Z ! i i �. � ? I . It �. i _� ; ; i - . - �. .4,6 � I i �� m .1 I 0 c ! al 51 11 � I ,I - I � Is �___. . � __ ______+__,_._ I _____+_ Now_- , I , - mm� - I jL I '� - i * I ------ 11 ---­"� � t , I I - T I I I i 11 " .1, r I I � - t . .1 � . � � � I 'i i I , __ __________.___i I i I i " i I T ". I I * I I ; i I 330 � _. i I � 1. I I I I . . . ;. � P 11 _. I I I �l I i . I � 3 1 . w ; ,I I 1 � .1 'i I I I F * � 1 4 i I I �-___ . --l-1--l- , I 11 - I- 328 " ­­­, ..... ,.-..-�-----,-4..-�,",-�-�."�,-"-,-,.�-,.,-.,,�.---�,�.--�-,--,-,.�-,.--tl--1-1�----,--,.,-.�..-.�l.-,--.,�-1--�- 1. � , I ;. � 4 , � I i I I , � - I : I I f sl . I i INVEPT 8" SEWER 1 � a � k 19 11 I I --..-,.. I ____4_--______________,___�_ .�-.1-----------.--,-----1.1.-,---"-, . , 1_1__.-__..._­­­_­ ,� , � � � i � i ! , ! � � i � t �l �l _� I I i " I �, .� '� _-__-L-------�""�-'---"-�--"-� ...... _­-_;____'_ � 1. k -.I--,.--- � ;, I � I � 11 I ; - � i I t I .1 I 4 i 1_4___________--­ il� " I 11 � - , , �' �l -I '_ 328 � I � Ix � 1.1 5 t � I I i � i � ; C) ; I �l i, . , 1; I � I - : �; I " � i � � I I � .� I Is � : � ; I � - � I I -1 I � I 11 � , I ; 11. !, 08 I ( , 14AR -' - I %Jr-T"W i I ; I � � � ! i v- ; : i c) i ,I � � Pl) ui ;k .1 . 1. � 11 11 I � I I - . I * t I _­.�,-__­­­.__._­_'. ��­o --�-,---�-",-.�-�-.�---"'��-----_-:,--,��-1--"., ` .1 � 326 , _1­31:1. , 11 a i i � S ; I i � ,� � Is 1, f � �. i ? .. � " � i 5 �l 11 I � � I i � t ______.____-___­ ____, - ...... �.--,--.�.�-.,,,-,-_.�.--.11.1--.---"�----,-�----�--,----"-,------,;�2 T � 11 1, I z � .1 � I 11 i i � " 1. � : t 'I- � t I . * I I . �____.�­­­­ ! � _0 -.�"-------I,--L---------,---.------ i i -T - - � i S uj 3; ___l .. .1 - 0, �l , , �l ? 1 � . . I '326 _� , � _j .. ) I ,I = i I . co I I �, I � I �l I'. -0 , � I I 0 re i f, " _l* 11 ,I I ! � � I I � . � . ; . � j I 11 - " ; � �f -1 1. i I . ; , I i 11 I 1; � I � � � � " = ,. I 11 � � � i � I t � I I" i : . . I i I i r It co i 00 co cq ;. .1 11 � i � , - , ui ; 3 I I i I _j " �' � x 16.* i i . �' 0 11 I V� t i i I ! S I ! i i i z .1 .1 ? 11, I I . I I I , ___ �1--ll-.-�--��,�---�----------.--.- : i ,I t _j I . z ! -1 ; t � - ______Q _______�,___. ­­ -------- �­----------­--- 4%. to 52 " �()__ *_ eft � r 4 10A. I I &A-, --A- d4_ � l_lx ________­_, I ,.___­_­--­, ­­­ . ....... �­­­­­�-1---l-1-1111 - '" I . , , � I 324 � I ` .�, I I co c; ? 11 I � _______,_i__ .-��,�--.-,--�--l'�.-�----------,-'--"--.-.-i . ,, t - I i I " � i I 11 ; i I- . .' ; t � . "I "I � � � i m : i i � I .. i 2 i � i z: � � : ww . . " CD M rn �"LN � %mF&m__v 4 I . .1 I " t I , .1 ,� < Cl KI so 11 �. , I Ic m+" i I I ; �l I � , i . I ; i 7 I 6 . �. i k - ,� i ,I I k i I 11 � , � i S 11. " � 5 I t . 11 ! A .< I � " . ; ; � I � m L � I i i 11 " to �_ D t � 4 - a , '322 7 . . �� 1�' 0 *.- I __l___._­__l._­ � � qrllb- -��.-,,-,..-.-�.--..-"-�-.---4----,--,-.----------�--l-11-11----,----1111--�,l-.",�� I 322 1--w � ;, t t � a .1 : # ,I I � '� . I I � � L , . .. 'i , ---------�---",-+----.,.---------�-;4---.------,-----I ,_­­%_­--------,---- I � % � I � - � . �. ! ! ; . I I I i t I � � t 11 � I , I - � i ---�-��2----,----,------,�-.-�-----�-la'..'�-.-.--,---Z,-�.�.-I-�--IX i � � - � � . k i � ! w : ? i W:�:�; I --w _2_r�_ll - I �_� . � i , � � 11 il "I < - :� I .. i ; w I > > � 4 I _. t - Z �' 1. , LLJ � w � � ,f " (f) (f) k I � 7 � I I 11 � I � i � � i � 11 ; � i I z 3 1 I . z 4 i .� I ; i i I � ; I .� � � - LLJ I � I � �� ; � . V) � ; I � I �l " 1-4 >; > 61 xzz i ; ; I 5 � � I , �l 'i - ­1 "I-I---�-'4---,--'-,-,"�l--.-,-,�,-.----�--,----i-,------I � I 320 ,I'- � 1; I 1 . � w i � � ; I v � 'k I i i ! ; i _" _�l _; ___ ...-L.- - __ ­�� __1A ----- ­21%'oz) 4 - �_ 15 - zotv�m q.Z070 ?_ � I �l d i �� I. � , � . - I � � -.-- I. ---.----.--.�-.-."--.---�-I.-�--.t- ­­­- -. I ! A, � � . ? I ! t z ! I f - � i '� ___�.____l______Jl _. � ; ! � 7 r. t � t 320 I i � ; ; I , 1. . � _� , . I " � . � ,; � 11 I I � . : � � ! � � �11 4 � I I I I 318 L.��-�.-�--�-",.-L-'4-----"--"�--�--------'��"--�-'�-'--'�---'.---�-�----.-,�-I.I.--.----�-.-,--�_______;.�-,---.�.. � � I � 11 � I I I I I - I � ) �. t ; � ,I I I � ? t � I I I '� 4" ; -I- . � i ,-.-,., _ I --.--�---�.,---...-----,--..---.--.-..�...-��-.,-�--,�-,.-.,------------.-------.---------"-----,-, __ __l_._­_l­­_..l � � I � 1. i s . 11 . I- , ; f � ; �l ; � I , ., I I ; � ., i � .1 � � � ' 318 ' 10+00 11+00 13+00 I ? - I I � � " I -1 I � ? 11 I � . �� 1. . T. O�- TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION V, 4 I LEGEND. - I � ABBREVIATIONS owmp� . I S I FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE � 0 . 500-001 INV INVERT A^ w FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN . I . TYPE "A" PER C.O.B. STD. SW-4. MH MANHOI E ^ %w FURNISH & INSTALL SEWER CLEANOVIT . CB CATCH BASIN t � , : . � ! PER C.O.B. STD. SW-6. JB, JUNC11ON BOX IN= 11 -"7!%l,q->',­------ . 11 uj SMH . SEWER MANHOLE �� FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS sco i . >-d * * >_ --r: � Oumo# , . 14- Lu) N . SDMH .V- Q 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING I . :i ,a- MANHOLE TYPE "B" PER C.O.B. STD. D-18. ELEV ELEVATION r�-d- &_w.�_____.__.l.l 1* i . � 352 R/W RIGHT OF WAY "r . FURNISH &.INSTALL CATCH BASIN . M.H. MANHOLE (n < M TYPE "A" PER C.O.B. STD. D-14. FL FLOWLINE t � .%. � � ! ' � SECTION DESIGNATION: SEC11ON LEM L� � wommommommomm � � � � 2 SHET MIME SECTION IS SHOWIN _r , 1-1 - - - - - - �_ ___­,­­_­_ __-­ � - _.­­----- -- -- ­ ­ - -.-- ­_,­ ­­_ �m"-,-�.--,.,---r-"�--"---"-�- -1-1-1111---.-:--,-""--.,--.-- � - . - � I . � I . Z! '. . z 4 � 362 * 362­----------­-------­ � I � v I I � : � z I � I i I ; I I I . � � - I I . . � ; .1 I -.--�--,�11--l"'--�-,..-,-",�-,-,-:--� � A.-­­­­­­- 11­­__­__.;�__­__ ____ " -,---�-.1'..-,-�,---.--�---.-----,�41--l-I'�-t--..-,---; , __ � 1 360 , � � ! 360 i ! � i .1 i 5 ; I - � 3 INSTA�L 36.79117 OF � I � �- INSTAI I � � 0 � . � 9� "O.16% . I � ,I � .18" RGJ4RCP I , - 18 R J-RCP 01-19% � ; � I I t 4 � _,�A - I - y -i- I-% 13.47 �F OF .1 I i t 1. CURVE RADIUS LENGTH TANGENT DELTA 0 . 500-001 242.53" -, 123.70' 27*47"29" 1 _r , 1-1 - - - - - - �_ ___­,­­_­_ __-­ � - _.­­----- -- -- ­ ­ - -.-- ­_,­ ­­_ �m"-,-�.--,.,---r-"�--"---"-�- -1-1-1111---.-:--,-""--.,--.-- � - . - � I . � I . Z! '. . z 4 � 362 * 362­----------­-------­ � I � v I I � : � z I � I i I ; I I I . � � - I I . . � ; .1 I -.--�--,�11--l"'--�-,..-,-",�-,-,-:--� � A.-­­­­­­- 11­­__­__.;�__­__ ____ " -,---�-.1'..-,-�,---.--�---.-----,�41--l-I'�-t--..-,---; , __ � 1 360 , � � ! 360 i ! � i .1 i 5 ; I - � 3 INSTA�L 36.79117 OF � I � �- INSTAI I � � 0 � . � 9� "O.16% . I � ,I � .18" RGJ4RCP I , - 18 R J-RCP 01-19% � ; � I I t 4 � _,�A - I - y -i- I-% 13.47 �F OF .1 I i t 1. I I . I Y.1--"---...-,.,---�---,.71.-�."..,-.--.--�--- I 358, I ` I I � 1. 4 � I . ; 1. � ! - I t I i I , � ? - 11 I l_._l_l_­_l____l 11 A i . ! - m , I � � I � r I .­­ -.---I,----,,- ­4 ­­ ... IF ­._.l_­_­___!___­_l­__ __� ! d 4 4 i ; : � I ! I t � - i 358 ? 11 � I � T i I � . I I � �' ii i_l___l___­l_.,____,_.�,_._ 356 11 i � ; i ., . � I � � � - ! . ! � _� I I ; � i ; n � . _.­,____-4-_ .____Aj:x____­ll___ � � � I i - .-j ul . I . � I I A � '� If I I ,___ . � �_ T­­_­_­____,_ W: . I � 7 � .. rll_ " l_____fa_­_lll__ w * e--,..*Lp T I . ; I . fr- ­­-.--,-., , . i ; I i I 1356 ,I i I � : It I � " I .L , � I t � � � . � i co 1144 to V": " -4 0 1 C) - - 1_.� __ %­F cDco,* . tr) C5 Lo -0: : � i .1 11 � � � � .1 I � I �_­­__­­---­__­,_l�_.__ -1 354 � t � , : . � ! Lu ?. ­­_ --V* � co W . P�[____-... ­­­0 z r%% I En ­ . j­ ­­--re), IN= 11 -"7!%l,q->',­------ . 11 uj .1 - ---- -- __l._­­i OD I ; ! i,354 ! ;� z ! z q " i ! � . I . , JOD il. � V_ �f i . >-d * * >_ --r: � Oumo# , . 14- Lu) N . 0 >: _J LLJ LLI .V- Q I . 11 I I I " i I I I . 352 i ­­___.-l.­_­ ILL) I - 11. '_ I - -I,-,-- 5 c> mad% . :i ,a- . 1* �01_,__;X_ . - - --Y!= r�-d- &_w.�_____.__.l.l 1* i . � 352 t I i ! I i I 1 I m qvr- 6* .* 1`�- .0 >_ cD__j * Z -z , (00 [,W-- 0 V_ v- m W) (n < M '%l I LL- a _j OD 9 pe) .1 � , I ;,, t � .%. � � ! ' i ou I I I V_ � iu_ ,* 191 ult& t + �- : df-% __ qo- U- C> 1 + OD __j - _- SW6. L 0+1,11-- - #-% -.1 =: _32)" U:La v-- w e-,%I-J V) U- -AD +! - 0 =:> Jr---0_­­­---4 � 1; t ; ' 350 �_____­_ I I - 350 : � k 4 � i 0 I I � T 1. � x . � . � in 11 ; � I !z I I I �w i I �_,_­­_­­ _­_4 348' ' Q., _rt . 0 0 > z %__ 4w %90 - L 1* I m m EM 4cr �_ -ft.." I p cnm LLJ - - V-lio . , i c - iL > - Z_e� < 0 VI-WL. .1mm n, MCL ;�o LWLJ cf�z n ���'' � I . > z , � - ---.,----,- i i � I I . �� , � 11. � m I I ,I 11 i 348 I * I � 1 i I � I I � � . � I � � .1 � - I =1 in w � z � I . s I i � i t , I , � , Ll � . � i I , I. 11 I � f i - I . : � � t - em I I i �10- ,rl ; . ! - � 4 ; - � ; I � I I I ,I ,I I .1 � � ; � A � . z , , ­­­ ­­___.__________,_,____ ; � , 346 I I 4 1. i . ; i I � ; ___l I � ,I ­­- � i .11, I - _ I I I __-� ��.�l----.-------,�-----�------,-,--,----;,-.-��,�-.-.,,--.-,--�,�,.".I I i � � I I . i I # r t z I J I ( , 14AR -' - I %Jr-T"W i I ; I � I � � I , I � i � APPRO IMATE I FINIS ED 3" ' il � I I I t I I ; I i 11 I I i ,I o ! � ; I w a- � 11 � I � t I I � i � "I. ; 11. s Y ; � ,I ; � f : � i � I � o L I : , z ' '3" � L-�.,-.-,----.r-----�-�--,---,-,,--�--�*-- � 1 � � 4 ; 11 I _!_­_­_ ­_­­­­'� ­ . , : .1 i � . t � , _.___4..____ --,-"-,---,.--�--.------.---,-�,-�- i 1� i ! ,I � I I 11, p ; � I , I , ;l I � � - � I i i I ,I � : ; : "I 11 _. � � ? ��. ; �l . , 1 l__________l I I 342 I � I : . �l ___­_­l__.l _­­____._,_ It , I � � I I I i _­­­­­_� I ,-----"-L i � I I : I � 4 � : ! ; I ; ---�--."-,�L�----_-._______�j__+__-_-_.--L-.-'----.-.---i I I ; � f I I .1 , 1, � 1 , 342 � I � I ; ; � � � LL 5 , I I ; i . I I I � � ; I jL I � I I I . I . I ; � � I s � � i INVERT 18" DRAIN � � � I 11 Z I ` 1 I I I 340 �____,-_-__-L,----t---;.----------'I-�-�--�-,- ;� . I . i I i I 1 . . � i : 11 I � I _ 5 - ____,_­_­­­­ ---�-�i----.---�----------3"----I 11 T s I k 11L � : ,I I L � � ; I 7 � ! 7 I I I I � I I ; 1; I � I 1, I __­ l­_l____ i _-_______l____.-_ ---- I � � I � _- w I I : z � 11 y I . , i i I � 340 � �. � ,I : ; . I I I11 i � I I � t-,--.--�----,.,-------�.--,.-�,--.,�.--.---� 3381, I � $ I ; I 11 � . i � I i i . I � j I i i . I � � I i : : I ----�,-.�-��-."-i�L-1.1".--.,.-�,----.-.-"--�-"-,--4'-L'-'-'r"�-'-"'--�--�,--,---�-� , ; � 'i ) ; I I ---.-,-- i ; : � i � . $ � � � 7 � � , � � � � * " 11 � i s I . I t . .... ­­_�­ ---,-,--"-,-,-, ---------I i i ; I ,I I ; t ; 1 I , �l � � I i ; i � ; � .338 : : i ,I i � ! . i .' . i ! � 336 -i-..-----.-.--,�.-�.�-�-..,i,-"-,----.-�.�.--,---�1--�--�.*--,--� , � . i � � i �l 11 - . � I s I ; I �l t , � I I I I I � 5 I _� � � � ! 11 � � . - 'i �� t I , I ; I 2 - ------ --.--�,--",----,.---.,-,.�.--,�-i.-��-.-------e�,.�-,�.-,--�:,�.--��----.�,-..--�.,----;.-�.--"-- I ; ! I ; � 11 � i I � I � I I � I � 1 ! t l._­l___­­J , ; �_ � � I 11 i � p 4 I 336 , . -1 ; z " � � s I . � : A 1, 2 334 [_____-__- . .1 - � i ; � I � � � 11 ! w a L I � � I t � ; � w � � � 'I. . 1____,_4__,____ ,-.------,-. ­_ .--- , ; . i I . .1 - � a � � 7 � , � � _ __ - " ._ --l-Irl -­ I _l_­ I � � � ; �L . �l s t : � 11 i � I - ; t � f . � I ! � , .. ___;l_l____l_l____._____,. __ - , � ___ ,-- . __ --,-.---"--,, __ - � � i � � .� ; I I I I I 4334 11 ; k iI f �� � 11 s cn t � , I ,; z ; . ,I � ! - I ? - I I � � " I -1 I � ? 11 I � . �� Is I 1. ; ' .. I I I ! � I 332'�*-----.------,----t--,--��,�--.,----4--;--.,e-,�---,-�-----.- � i a � 11, I � I 00 I � � .1, I I I I . L : * C> � � - � i � I I I � I � -1 � I It � I s I � � � � I : -1 :. : ,I I __..__­­. . ­­__­__7 .­_­----­-­- � I � . ' : ' I . 1332 i I I I .. . � k � �l ; I Lu � " . i 11 cn 00 � I � 0 . I I -�e-�--��--�--�----�-�--:-------"'�-----,1"4,�,-..-,�.. - � I ; 11 i � " � I : � t 1. -1 I i "I . I � I � � i t i - I J 'i � � i I � 4 I � 33O'aL_.___;-_-____. " I I i . a ro) . m 11 - � i � 71 . ol , � _­­_­ll__, . ...... __ _--i _­­­­ ­_ � 11 i .1 � ? � -,--.--.-.------,�-,�-.--,-,--.,-�..,-�l.-I--",,���,�.,-.--�'�-"--L�'-'---.�-'�----�---�----- a ; � � I � 4 ! � .� i ; I � 1 I. ! . � ___:, '330 4 ; ; i ;. � � . , � , I .1 ; � 0- ! I t I .. . i I " I I I p =I- i ; � � s � t I i i j � '� . � z � ; i i _. ! i t ,I % I t 1! . . I i 328 1 ,,,--,,-,--,-,,e-,-",--",,-i�-----. I I v I I 1� I 1. . ; I i I � I .- I : -1 � I . I 4 � ___.__.___._a"____ 1; : 4­____­.­l ---".---,--.,�----"-�-,-.-----�-I..-.--...'�,�.---�.�----�41-�il-,,.---�,,�.,-,--�-�",-�--�- I � I i 1. i I . � 11 ; ; w � I . . i . w I . I � , � i I I i f -1 1) � � . ! i �� w __J , � m m ; � i .- � . : � 4 A � I I i , '328 � j - I �. ' ' � � I I I . I I , I � 326. I I 1, -1 - L . z I . � � I I � v- I _- i .� I , c I i ; .1 % . I . � I ....... ____-___ . � p � � ; � i 11 Z I I t % L � I � � � ....... � --- ­ --,�,--,-,.,�,-�,�,-"�-,...�--,.-t------------------.--.-'I I ? � I 'i Or r% � -. � --- 4 jz.6 �­­-1-1-1- e . 1. � _._4_1­_..l____­ ­T-'­­-_ � I I .-,----,.�-,�--.-.--,�.---�,-�.-.---� L , �� � 11 ,I ., � 11 . I � i v , I J � _� I ! t I - I t - I ,I - r 7 � a _. . ! . i I � r � , - ;�' . I � � -1. 324 *7-'�.-,."�-----.�---,.,---,-,--.���-z�-.----.�-",..-.--.---� � s q I � z W, I i I Ia f .1 I z � , � 3 i I I w I I �l I - . , I , � I I , � , I � � I ! 1*1 . ...... ­_­ ---- ­____L_'_'__­.____­­_­, _­- ­ i ; � i . .11 Ir , , ; � ; ; � : � � .1 E ; � I ­_'­_­­_'__­_ -­--_­­­l ­--­__­_____7 _­_ � ; ; ; I I � I '324 SECTION A < 0 co SCALE 1 . L _50' HORIZ. Q�2� " r 1 =5' VERT. " NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A* WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. I L I I "I . I 9 ft � � SCALE. 1 50' HORIZONTAL 1 to 5' VERTICAL I ____ ...... �,-.-�,-"-",�-,-"-�---.-,.---,--,----,-� �l-'-",--�,�i�".",--,--�-,..�,,----"-. -.---------,-�--,----,--,.--�",--."-."-��..--,--. _,_­_­_­.­_.­_',_,__ -­­­­------- _._,,,_,__, ­__________._, ,----'�---'---�--.------------?-----.,------�-�,---..---,---, � __.�___---__�t_-,--,-.L,.--,,------, 11 i p ,____­­,.___, -,-"-.,-.�-,."-,-�,��--�,------.--,..-". I 1 � ; I � s � 1. z 360 _,,,,___,,___,__-","�,�L,-._-� - - ---- ___l­__­1_­___,__­,_­ ...... �-------�"----�--�-s�------�---.---,-----r-.-.-"-�--l'-.---,-.-,-��,� -----.--�--;7-,----"------.-.-�-"� �---.------,--�--t--,-,--.-----.---.-��------ '. � � � -L , o � � 7 z , , �l �ll-,---""-,-"-,--,-7-�--""f---^- , I 11 � ; I II � ,I ; m �l 1. I � I i . A ; i 11 �� I i : " ! m . k I .% I i � . � t � � ii �. � I . 360 � I 0 1, I . . 7 ; � � ; i 1, I I I � i ; ! �. � i � I � ; I i s . � 11 � � ; I i � . i ; z - ", 5. � 11 :. � z _� � I : , � 5 I I � � �l ­ 4 i o � : ! � i . " ! 11 I I . z � � 11 � I i �. � -, 11 I v, I � I A � s I 11 i � . ". I � � . � ; i I i � � , ! ,. � � � 11 4 ; 11 3� ! a Z � 11 � � i . 1, . � I " I ) � - . , i I � � i � r I. � i ,; 11 � � � � i I � � .1 , ! I I I I i i : c � f, .1 I � i � I ! b I I c � � : 3 I � I � i � I , I I , 7 1, . I i I � i I 11 � I i 3 i � 11 i ; 4 � z I : ; Z I 11 "I . .i I I "I - ` I � I �",-,-.,.--�l-,-,...".,-..�-.', 7 1, I i I I i ,I ! i I ,. I— ._.--,.,-L -- - -­ --.--."-,-_-�-�,�--�"���'t",%� ------ !.,..,.,��-.1'..,.--�l.-.--�i-u.,.--,-,-,-,-�.,;,I-.�,--�. � I i_­l___­_­__­l_­__l-_­_ -.�-"-'-'---�'-'-�-'-.�-.'---'�"-------��'.--"--�-L I � I I . _­,:­­_,_._­,_­­ - - ----- ­,,.__-__.­­­­_.l_l - -"-,.-"-,�"-,-r"�""-",-L,- I I- � I � 358 ' I I ­­____._' ­­­-­- - -- -4, ­_ 1. ­­­­ ..... ... -.---�-.,-,-�..;-".�.----,-�--�-.,.".-,�,-,- _­ 4 i I ___­ ­ _­­-._­ _1_1__l_­_'l_______,_, _­ I ! , I " i � i k ; � __111_1 � �­ ; i. i . T I I .. � _11�_ lL__­l__ _�P_ ­ "I I I - � I .1 � ; .. j - L ; ' I I � � v a ! L � � I . I ! .1 i .1 . , � 11 . ! 11 ; � � . I I I � ; � i 5 11 ; ,I 1 358 ' W�_tk�__1­34_3__&' " I 4, I .,I v S i t I 39-_!�T _w_;___,____­­__­__ll I LF OF I z ,. ; I I . ' , � .1 I I I � I � Inv � I '� � z � I . � i I i I � 4 � ; � c i � . I I j � 1. J-RCP 00.167oll 18'# RG4-RCP 0 10.36% 1 INST�LIL 155.61 LF 017`18" RGJtRCP 0 0.15% 1 1 t, I o � . I � i I I i � I ) I I i I 1. I I : '� F � I : t -1 i . - , ill .. � � I " s, - i . _� ! ! ,I I ; I � 11 I f i � __ !, I 1� % : u i � .. i f . �, ! I .1 � I : �' � i ___ ___-_-__..,.,,,,, ­­­­- i i � ,I .t � ------- � ­.­­­__l__ll _l__+­______l_l___ ­­ ------- ­ .. . .... ­­�­­­­­­ . . .... -'-'�.'-,�T"--",,-.�'L-,�-,--"-'- �,�.-"."-,."-,.---�..-,-�,-,.��,.--- ,m� . ....... �___,-,_,_._.�,--,.�---,,,,,�,-- ____%_.,T ­­­­ --- i,"�--,-�.-�---------L,"-,-,�-l-L----- I --,---,i ; ,I � � �IIL--'--"'I"---'�-1--�L-----'-"-----"-'-'�-----'4"."- - ,I � i 356 . ;___,_�-._-,�--Zt----L----�%-'I�--- _,__.­­­_­_4, ----�,-.-,�------,-+,.-,----�--,----,4. __wl_ I i I., 11 I � I t �___ I ___LL LL ,--.-��-,-.,-,-,��,-.-,-,,,-��__.,,�--- , I . � t . i � 1; I, . j I 1 356 � . I _ 11 � I C �l I 11 - 1. ; �. � ��. I s � � 11 , i �_ - 11 i � z I � � 11 I I I � v I . I I 1, I i I � z � . r ! , I I I w � � � � 11 R I � �l � ) 1. i, � � � �l . z i i � "I x i ': 3: ': I � � of I I � 1, � v- c> I : � �l ! . � i � . i � I I i I c I ! lk I � � ,I � � " � � I I � � i I I � 04 � � I � �' ? � I I � q K) 0 i I � - A � " I t I 0 11 � ; f 1. " ; qr- . � . . 11 . Z i � i I . I 1 $ � I � � t � S ! u") A i � t . "I 11 00 L.J LLI -1 ! � S -I ; L � � v ) ;l '. i � i � i z I I I ; i � T I .1 � I I I ; 1. I � , . io L6 z % ! - � I . . 11 i � I ow ; . _(A � � I U) T - I I ­- I " I I 1-1-1-1---.----�.-,."I_-,__._�_,-,---__.L.'�,�-�-��� . ...... -.-"--."�-..---,-.".-,�..,--�,.-,,-,�",--.,�-�-,-------,�l----,-,^* ----I-,-,-- � -­­­­ - __._____.._ ­­ - t'�-�-,--,,--"�-,.-...1-1.71��-,.-�,� .... �--,--,-�-,-----,�,---,,�1-1--.--,��� .... �-,.,-�.",-,-.�41-..,-..,.�-..,-- I ! I , - _.___'__,___'__... ­4___._­_.__,_____� , I , � �­­----­-­--­­ - 354 2 11 i I ­1­1­1 - ---"-,. � __�_ I __________­ -f ___"__.l-l­ ­r --a­­ I � I _._._­_­­L_ � , %­­ _­ i i X I lz . i i � I ; , 'a � � I f � i . I � � �l I . I � 11 11 � I i ----Q!-'!!---+--!- i � Ll 1 1 . 'm ... ..... � � !(Ono. e -1 � 354 � ---- ­ 111. � M r. 1-1 , ,I � i ,I *11 � z 11 .. i ". 11 - .; � I . I I � � z I � � i . . I, ", I i - � . 11 * (z ,'I .1 11 _j � � o I � . �%-� I I � ,� � 31 .� ,;At- _j I � 7 _j C� ,I � i _j � � � � ,.m 0 .. s � � � I . .v_a I '� �.L � . q I � '� � . 1. � I � 11 "I � . # #, i I i � ; lk I ; I 001 i � 1 7 � . I � ; - v I i � � .� � i i � ; 5 j . � � '� i ; 00 � � I I � � V_ � I i 11 Ope)'.* � m 0 100 � �,F U ; ; u") . I I � k i 4 lo s I i . t w ; iN v- � " . � t � � 4 �. J I V_ I � i 11 .1 -a g I m I i o � i 4 14 mim " 11 '� � 11 11 i 1 C4 - I I � ; � I ; � i I% � i i i � ____ , ., ­ --,�l*---"-,---:--V---"-"--,,-,,�i.,---..,-,.: 'L ' . ­­­­ � r��2� �-11--l.��.---.�----�-11-1�l-----�-1-11-�--l�---,.-"_,,,;�-..--'I ... ,--.��-,-.-.-.��,��.,�.I.�'Llt4l-------,---.-.-.----.-,--� ...... ____________ __­­T-1 ­1 ­­, __ ., , ___ i .00 m � I I ­_11.1 ft­­­­j­­_ ' i -1 ; � 1 352 ------ I ;L .�-.�1-111-1�1-11-,.�"--,-�-.-- ­_­_­ ­ 11 . ; I i � __ - �­,­__ _1­1-1--, i I � ; 11 -0) 2 1 � � _ -�,.�-.,-..-.�-L,-"-,�""-��-_�,--,"..��"Z"-- ­11---l-1-1. -..--,,--" _­____­-_l_-.­_l-_'.l T '�l ? ; g t . i - --.-.-,�,--"�".,-,-"-+,;--�..'�L�,�.-".------.- 5 , � 4 1. 12 tov I i � 4 _L � I � I i t 352 � � � (D I%$- -w A I", I I14- V_ . i " w- F*-.. ,I 11 I I f � . : � Z . C4 ! .1 I . . . ! I �. � . 11<..: - s 1. 'i I llll�� � I � � I .. T � ,qw � I � q I i I I I ; � f �l I - . I I n V-- 11 ; � i . i t � � I I . � I t a L w ! "I In pe) v- 1 � � Ix vd-; � � 4 f t 1. � %.-F re) T-- 14 < qv-1 I � % I � � � i i � I I A I �1. i J T % -11 "I i � % r, , ; i r'l- " 11; � � i 10 V4- ,I ;, i � i � � I* I i I 31 ; I ; . I 0 14- m I ` 0 +�_"l ; 11 i % I � , j .k I , f, 4. I ; 'L � ( I I � � I i I i � 11 '. i po � " % I - � 71 ; � I I t.- pf) a ittl " ­­l--l_­­_______v �_­­.,­­ ­_­_,._,!._,­. , _L__*-_____l_-1 I—- � 1'r) : ' + --t � I I � , � , ,.-",�.--�.-.,----i-�-.,--:-----...------- I �_._,_t _.--"-.------,�-L-"--,-�-,---"-,%-"-.-"--"-L--�---�-�----"�----,�.,�"-L��---,--�-'---,� ... ­_ z u%j �� _­­_,_.__.­._­__, " -- - ---- ­ .__l_._.__llll.­ _4_ ­­­­ 3'r P% L __p=+___ +.------ __ _1­1 � Z�-- -­­­­----.--' 11 -.1 � I- - L ­­ - �.�_ ­ .,--,..,----�l------�;�---�-""--"t ! , 11 V_ I ,I � ; A --- I � � I � I .. , , I � ; 12 I 11 - V_ 11 0-- � "I s i I - � 4 � ,I I I � 11 �l i ,I � - O,d-' " - � 5 i I � 9 t � i ,! I . 350 � �i ;:� �� � i - , i i � Jw "I 11 v 0 � i L A t 3 � z . � f _. � i r I p . I � I � . t . . � 11 � 10 I � ,I cr . i : ; I I i i - I i , i 5 . i 11 .wA 31 � I � S� . I , ;!� >; >; I � 1. � . .1 ; >; - I T. i �& �l 7 .. ; s i F? < � c I : i � � 4 i ._01 I ' I ! L . i � ' � I � I 11 11, 1. ;Lc >; >; I I- ..01F .- 1, i � ,;!s ;!s � , APP 0 - co V);z z t 11 � i �_ - , t 1. 9 - r ; xz _�IMATE IIINISHED 11 i � . � I I ' - - t _. ­ ---,.,--�4-----,.�---�---�-1.�..--"-�', _­_ll ­­lr­­�� f n..2_, -Z i, � z W4P W J - - 1 ' - rg[- Ml I&I-11-- � I ' . , ­­_­­­­­-'___,i , _A�,_ w r..--. _.J­­­__, -, � lk I i ­,_­4 ______ _­_­.�� __ ­'-__j4MAo.jLJ.al_J_ CEN ---4.- ­-----j��----- � � � � � -'T- � *1 �_­ , -,-"- Ln v):!!�::!F= ____­_l__ L­_1 I I %2tmx uu_f w � � 348 � , i i � ) � , � � �l I � .- 4- ____­_l____l_­ ---- �­­ - . 10 ` �_,­__ ­­­ --.-.-.., � I t � - f i" � - J. i _( 4 348 t . I � i i - ____l I I : � .1 � i il � � I I L3 - t - - ____�_ - I 11 z v � � �. t � � - - ____T ,I I . ! .1 1 � _, 7 . 147- f I 1. � I I t Im ; I I i - . ,--��- I � I 11 ,I I � . i ­ - I � i . - - - - - - ! I I z 39- t - �_ ; . i � � � , � � ; : If 11 - - I , � i ... I I - . f I 11 � 4 - I � ; � ; � 1 �` I A ! , i � i 7. 'i z 4 i - ____j - - - i � 11 � I � ; I I � ,r , I ` . L - ... r_ - I 'L I',, � I 't I ,. - - I i i 1. i 4 �' � i __ . � i i 1 7`1 , i I . I : -1 I - - ___� - - � ! � ! I i � _l___l _.._____-ll4 . _T_ - � , i 11 �. I , -.�-----",-�--,�L'-���-�-�-�--j"�--�"-�--'�--'---.-�--.-.-'-----'L- --- ' I � il I . _l_-­___lll­- ___4___-___- ____l_i -1-11---,-,�----,-,-"--,,-----,-.�---,,�11------�--�-- , � I ­___�­ ­­- ,---..---,��1--�-�l--.-�-.--------,_.-,--'�--�---��-_."��_"-".--�.--.,-"-I-�-�'IL..------,.i--I � � ! ? � ; � .. � 346 ---.,.F-�l-....---Y---.-.�--.--4-"-.-..-�-,-�.--,-�----�-----I --- I------ �_ 1. I I i %, " I I � I ?______ ____ll__+_l___ I a � $ 1 k 1, ; I � k i 1 346 1 ; 4 1 � -3 � � : r t I I �l 5 . I �- "I � 4 .1 . � � . � I I ", F 1; � � � i .� I . � � i � f i c v "I � � �.l L " I I i � t t I t - � I I il I i � � I I t 11. ; , p ? z ,- I � � i i y I 11 �11 I Ili I � i � . I � " I � z �L , . I . � � I � I I I -. 11 .1� ,I :� I ; � I � I I � s ; 11 4)L I I j � I � I I ,I � � � ,,,h --,-, " � � � a i I , � �. . . � k ; ! � . ?. . I � � ( I � i � . � t o � - '. - f : I i 1 1 � I 1� b I 11 ; z ! Ic � i I ! i 11 � t s � ! � � ' s 11 ; I ! ,! I � � � ,I S i ; c � I I � 11 ; 4 ; ; I Ii . I . . ' I 11 I � 1, I ; -.--.-,,--,.-.�--.,��.-.".-,,,_t....,----.��� ­­­1 ------- -;,,,,r,-.---,--.,,-",.�."..---�: ...... ­_.____'___­_+_­­ ...... �--�'-�'--"-,--;4"�l----��-'-- � I ­­' I ­_l_l_­­1­_, t _­­__­_­__ ___.__;;; _ �l I � I ! ) I 11 i 3 _ - - ___­-­-­_­'V­­- ,--I--- -*t 11 ­`t­_1_1_­­ ---- ­­-­ 3" .00 " I .- .__l.­_________­ _4 ----.I-,--- +-I-,-.---- I __ - �+_­_­­_l_­­­_­­,__, --------, - ------- ,---t--�--,-.------"��.��..-.--;, �­_­­.­ I � - f � � ? � � I I i z � z � I ____ ----. 7 -, T ,� � il ! I � I . ___ , ­­­ � A I ---t ! . t 11 r. I - 4 � � I � " m 344 1 , I ! " 's I ; � � � � ! � i o ___ � ; : 4 i I �l 1 4w � �dmmmp� I � s. i ,I � . I 11 " ; i . i .� � � � � ,l 11 � , i I 7 � ?'., a I � - . � ; I � ; � � � i It I 4 1 � I � - - - 1 o � I" Li a � ! � 11 - � � � t � � a � so I �l ,I i � 11 � I ,I 11 I , I i � � I's � 1 .. I .". .J� � -- � i 4 � t ; i �l I �. , � I t I ; . . I � � .� ; . ? � � � am I I ) . i ; � I , � � ,. I i � � . ;l I i I i I I � 11 2 I � � � I f f I i I . . i .'Z I _3 . � I ; ; � � I . 3 � I . .1 I ! i�. � I I , ,-�--,---,-�.-�,---,...�.-���-.,--"-,-"- --.I-,.--.-----,- � i � i I - I _­____­_� 1__l­­..__­.­_l__.l­ - ----- 1-11- --..-,�-,--,�,-.��-"-�.-�.-"---,-, ___-, I I I i i -�-,-.,-----.-+.,-----_;;;4.--�, I � , _147- -------- " t � � _____Al.l__ __ _____._ -_­----4­---.-­__+____l _1;i� - � � � ! *1 342 - I i � --,-�-----,--------.--'.r----------"-'.�-i-----.--.--------I----'---- L I .0 I _� ,I ` � 11, T �__­___­­ _________.__i__­___._ I ; i 14M � I '� ; - � � � I � w 342 , �. I I , .m do 1. ,I � 11 t t. 11 I ! t . . % el w � 7 , � ! i 11 ! � � . I ! � ! ; � 11 � I I , 11 � � 'i ! � � 11 �� z N Z. ! 5 ? I r, . ! � ,� I i 11 � 1; I � ' � I _____�W_ " 7 � t T I �l I � � I I , 4w .� mpw-wm--� I v i , � 1, � " I � � t I . � i . \ i i ! I � - , i , , I .1 " � 11 . k � A I I � ; � 1� I I � T,:: INVERT 16 DRAIN C ; , �,_ VIN 11 I � � ; q .1 11 i I � INVEPT 187 DRAIN i I � � I i ! S � i � It i . A I -� i I i ,I li I I � ; . i �l ,I I . i I � I I i .. I i c I I ! I � 11 "L I � " i i � � 4 "I I I y 1, __­­_"__ . , --!�---..-.,------�--,--,�l---,-) I- F I �l 11 z 'p. ,l 1� I I I -1 __', _,_,_,____ � __. - _­ � ----------,--,--- � ___f_­-__.­-'_­-­- --�,.!.-�",-.-,.,.-�,��--l'-"-�.-I,--��1-11--l.---,-.-.--.-"- ______ ___lt­._­_ - __________ -, __­_­­ ------ r--,--,--.,-.---�--�,�-,�,-.---.-.:'. i l_­_.+____l t ,I - � � L_._____­____ , _­�_ I _I_tl_l__l­­_­_ll --I-- I �l - 1. _-.11_­___.l­l 340 1 -..,---�----.----,--.-I-r��-.-:---�---. _+________ll_-_.t -.-----��--7�l�----..-..,---.-.---,-,�..�� i 3 1 I � � � � ) 1____l________ ­ -.,.--.1 I ! I � � i � '� I I � � �_ , i i � A I I E f i i i " : n. 1. � i � % -11 il i I I �f i 11 � � I I ; � c � � I � I . z � I i: i 340 �i ,e p . I i I I i I I I I � z ; 11 � � I I 11 � . i A ! INVERT 24"; DRAIN ; i .11 � ; � I il . 1* � I � 11 I �l - I I i � � � I , i 11 . I � ! I -1. � '� ; ,I i i 4 � I z � � -. I �l - i � t � I � � s I I 11 _. . . i � I , I z � I , � " � i � i � � � j - �� � � �l i ; . i I . . t � ; 1. . s � . 11 .k � T � 11 i i � . I z ( ,I m i � , I � � i ; _. c � I I 11 ! � I I .1� i ,I 0 1 I- I � '4 .1 i I I � i t -, ! 11 I � i � -11 � 11 I i 11 . 4 � � " I I I � '4 4 � i : I % - . I ___. ­. ? .1 � � -- _ 11 I 0 f I -,---.----��:...-�,��,-.--.",",-.-".--.,�...-�-t------- *--.-,. � ­..,_­___,___�__ll-­ ...... - 1--��.�-I'll��",-.-,-,--.,,--.-.,.-.I.-II.-�.1--�--r",.�___. ­­ .,�__ ­_.­­,­­l._ z � --­------I-.- I - 11 y % � 11 _­__­ .__­­--­-_-___i__­­_­ - _____.___, ---T-"----,-"",--,---.-!--.------.,-�-.-,.�- 1. ­1 --------- l­__­_l_­__ -��,,.,,_.._--�..--.---_,-L,,4-1-tl.-----'----l-�-,---'--'.-f----""---'o . I I f . : ! __ ______ , � � 1. v I . � ___._l.__l_­­­r. ___ __ 338 w , � ­11--l-l" I t � � , � t___, A ______l__________l1_1___­ � , � t � � z i � � ____.___-_L p __l_­_­..__­11_­ � � ! � 11 I I � 11 � � � , I j I i � � ; i i ; i ,I 1. � 11 `� .: 338 11 I : . � -; .L ; I " 1; I � f i i � I � �l Y b '. � t ; � I � i � 11 � I � i j I � k � " I i I s , � ? ;. I I 4. . � I I - � :, I .11 I I . I " I 1 4 . '! . I , -1 i I .1 i 11 . : ; L t � I � I . i i ; 11 � � � S I I - � I I " � I I : 11 i i * i � �. IL N � � k i .1 � i z t c ; i 11 I � I � . � ; i � � � I IL � � � z � : i I � :, ILL � I % ; i r ; � ?I ; � I � il 1. I r I � ; i ; ! � I i i � I � � ; -_� . ; t 1* � �. k S � � - i ,I I . I ll'� � � i � ! i � ) I 1, 1. � � � 11 z i : s � . ?. I I � f , I F I � I � ­­­- 11 - z ; z i i ; � I . ­l.r­-lL-­_-­­­ . _­­1l+_:;l__­l -----­-,­-- ­___�____ _­_______l_li 5 - �r_ ­­___­_;l - 'I � . I 11 ][ ­­­­-­� --.�--"-,4.-.--"--!..-,--,------��- ­­_­­_­­­'-­_" -___­­_____-l11­�­-_--- .­­� ._­­__�_._­___­__­__, --­-­­­"`­­ __­­ ---I-"--, � 11 I � � _____­__i- , ! f 336 � '­__-._...l__.. ---�----------..--,-�-----,--4�--- __ � 11 � - �________­___­_l_ -�-------.---'-L'--,-----��--------'---'---------"". -----+----.--�--�11---,-,,t-,--��- .. . i � 11 , W___,__,­,___­ t L. � �', 1. ; L. -1 � � 11 � , I � � 336 * I 11 � A I i � I ; I I i . � ; . � i I � _. . 7 �* ; � i - � , � � I � z � I i - � ! I � - � �l � . z 1, � � i li ". ,I � . 51 t , 11 11 I " z - I r *1 � ; - i ,� � I � I "I � � i " , 11) � ; , � t i � I I � I ,I � I , i I . 1; � , i p . ,I � ,I i i I ;, � j i I . - ? � ; , � : � � � � ; �l � � I i i � " ; .; � � . : � .1 . I � a ,'I I . i � f c I '; � 11 � � � � 1. I z � � 3 i � 1. v 4 . ; � � z � % z ; � � i � t ; i I I i I �' 'E , ,I 1, 11 � I � � i . �' I . 1. I - : I" . f I I S I . I I � t , i . � I 11 ;, �. i I , � ' ­--­­--4­­_l._­l I 1-1- �- ! I I i � - � , ­­­ � , -­__� . i I � I . � ­l_­41_1­­_­ - . -, ­____l­_l­_1__­­_l_­_ 11 . S ; � i -� � � ­­­­ -"L--."'�"',�.,_.,,_,,_�..,,,,�-_,,.,4-,--7----,..--'-�-L-l',�ll-�--.-.',�---l-"�" ---L.._,___.,_______.__,_,"-,,.�-. ­ ­­­- . � --.�-".-,---L-L,---,-'----"",-��"".-"--,-",�,,�-.-."�-�L'--:-�--�--L.--'--'-'--�--�':"'--,�l.----.-�-.1--I � .. 4 ; , -.�-."---�,�l-+�,------,------I'--.'--L-�,_-.� ­­7 I i I . I -_�,,._,.,.i--,,�.--�------I,-�l'-L-1- ' ­_______+ . s I 1. _��-----_--.-'----L-----I'---�'�-'------.--.---- 11_1__­­_,l ----- - _____ I- � 11 i � i I , I 334 )_­.__._­l­___ . __.,.,__; ... , , ; -1 .4 . 11. � ; , I I . � � I - I � . 9 I �l � � 0 " -1 a i - � 1 3 � , I .11 A I i 3 "' , 334 i � ; � I I � .1 � I _! I I .1 � � � t � ! � � ,. , � , � v � � I I � � i 11 . I �� I "I � ; � z � � ! I i i � � � I i . .1 I I 11 I A I � . � 6 1 1 1 1 'i i � � I i � �L � i 'k � ` � L I � � 1^� I I � f z � i I I ` ,I I ; � I � I 11 � i I � � . , I i t � � I � ; � 1 � I I I . � � ; , � � � .1 � : � i T � -1 , '. I � I i 5 le � I � I ; f �� o 1. ? � � I 11 ; � . I I I I ; I I � ;, I I I . � r � - I . � I i IL i "I 11 i L I k � I � ; � 1 4 ; . , � t � � 4 " z I ; i ! I � � .. . � � . � z .. �� 3 .*, t � I I � 7 .. . � i y � � ��� % * i .1-1f, I . ___+.___­_ ­­­­.- .� 11 I . ! �. �1. I 4 . ,. -t ------ L11-1--­­­�' --"�'--"'----�,..-,4,--------�----L'--# __­_-'_­- '_­--_'__'--_ ­­­­.­-­­ ­-T­ � --"--," _______,_4 ­_.__l­_ . I ; 11 i ,___.__r______­_­_L­_, A ��-_,.____,_-�-_,._-�_t.--,-I-,t-------.L.'_.-.-"---,--,-_'�l",,-"."�-,-,�-_-,---L-'---'-'�----�-----'-------'------ . IV � � 332 ' ---�----!"--��.�-�,-��-.-..----,.:��--,I �,.-�..,-"-.--...--,----,-.----,---�1--l.. __ ___­__l_ _­_-_l_-l___l__l_____ � � �l i ! �., I .. .____,_._____tl _11______l_l r � � �l A . � '� �­­­­­­ ; � 1, i 4 i � ,I � �� 41 � � 1 332 i i � � t I e ;, � ,. � i . 0 I � - i _� � 11 I I ; 11 I i � ; a � t ; ! I . � � ; ; I . I . I I I It �. 11 � � � � 1. i L I f s � i 'i i I � � . I . " i 0 i I � i 'i � 4. t I I _'. � i � I � I �l I" i � � . ; A '� - � � i I t I � I I . - � L . 11 " il '. I � . It z 1, I � 11 ! i ; I I � ; � � % ! s i ` . s . . .. ; i 5 f � s -1 I I ! � I "I I � I cl -1 ; . i I i I ; i � �' i i 11 � I -11 I � � , . t I 11 11 F .� L, .. � 'i i I 1. : I . t A �l 11 . I , � I o i I 11 i 11 A �l .� 11 I - , � i �' I 11 � 11 � f . I 11 . 4 i ! �� � I � ! � ' L ' � i i 1 lz t ; � I I - __­_­__­-_llj! o I � _,_._­_,_­ 1 ­­--r­--­­- i .. o L � � I L . i � i ., I I l.,_­-__+_­_­ ... . .. . .......... ­­­­­' ___ ­ -.-----,----�-�-zz-�--,--,--,,-�-,-T,,"-��,r�-"-,--,-"--4 ........ . -- t i ! I S - � I i .__'­__­­__­ ""�',�L------'t--I��.,-,�..�'I.--� � ; i --�--L-.-.----�---.--,�--�---,---�----,-,--- ----.,�-.-n"----.".--,.--,,--�-.�,��.� ....... Z",.-,-.�.�-,----��l---�-..-----�- ­ , 4­­--- ,_­ ­ ....... - I 330 1 -.,...--�,-------,�-",.--,-�?,----,,,-,--,.,�.-----�--...---..,.-,-_-I+ � L 1� I f - � ,_­__­­­_­___i� , ; -I i � r"_'­_­___, � ; i � i ; I ,!__._­____.l__ll I I � � I f i �� i .: - � . I i � i � I � - i 11 i � ; q � t 330 v ',I .� � i ; �. I i I 5 ; � I I : ,I .� '. � � y I 11, � , I � i . � 11 i 4 I ! i 1. � I i - , I . . � i � i s � I I ; I I I w , �l . z z � I I i I � � I I I i ! � -1 . I i "I i 11 ! I I , ; . S v � � I . I � - � r i � I 1. .1 L ; � I � . � � � L . i I I I i � L S i � I 211 5 1 i 11 t I � � i Is � � � � I , . ,I ; .. i I � � 1, I � ,I L ! � "I I � t i . ! i I - e I i I I L I t � i I , I i � FL ,I ! , , � _� - "I . __ 11 �, � s *� T r ! , I I I I I ' , I I a t__ - � i I ,I ' __­­­� _L____,l__l_l____,____ � , �l i I I I ftj_�_ - � 1 ! ! _--__4__l___l__l___l_ ._____l__l_­_`lll_4____ 1­11­ -'.--,�--.--,-z-------,----,�-�-,----I __ I I i � I I - __ _ ;;;;4--- 1--t -- ___­ - -.''. f __�_ - - S__"Qw._______L -------- qlwmb� , i 1 328 ?,_.­__,_­_­­-_­ I ------F-­­--, i I I - _____F_ 0 __ - 2 ,I � -, -,- 5 -mmom 0 j i . a I 11 I I I 1 w � 0 40mmummmft� . .� - --- I I ; : - t I � I -1 .- 8� . �'­­'- I I I i w r-1 " mm 328 I 3 1 � � � __ i 0 $ ump-mummomm4mm - 9 i i � i �l !� � I � .� � I 11 i � I 0 mmm­mmmmmm� 0 i I � ! I I � I � i I 11 4 � I - - * � ow_%. I i i I � Il- 0 i � � � � i � t . t 'T j T - � ---- I T i - i I i 11 11 I 0 it ' - I ; ! . t i I I z r T11INVERT $" SEWER' 4 � ; Z I i � . � , , , � � � - 15 L I � I � . I ) � A k . 0 i 11 �0---'z v , i i ! v �l uArn I - � � 11 � � � INVEIRT 8" SOWER s v � 11 � Y � � I � 11 i ; I i. � -7- � ; I LL I 11-1­ ­ --� i -1 i � m I- I f ; i I � . 11 � .� � NVERT-a 1 , ­ ­ --,-,��,,�L�-..�--l'.,.-.,,�.�ll-�,-�-T��"-..- --�---4��� 3-- . , .,-* --­LLr"­­_---­_lft1__l­l -.1 ­­- I I I .1 11 i ­ __ -1. - I --"-.--.4l.-I.,-_,�,---L;--.-,.,----�,�-,-�l---�-1- -.-,-;.,--I.r-...----,-.,�"--.--- _­ IL: .... J� � 11 - r-1 I � .. I � f.-,--.---- - _­1­1­­­,__�__'_ � .� I 2ro . -1 _,.,_._____,_ ------ 1-1-1----j I 111.�.-�---.�:��--,.,,-,�--.------� ... � . I , ; , . I" i Z V) I i ,_­­_1­l____ ----- - �_____ ........ f , 1 1 ­-.11. ­­ ­­_., ---,--�-,---,-,------,--�;-,�,'��� ,� --- - ­ � . . ......... :­--­-­_-­-­­_- 7 3 ^ , � I I , � ,� I I. .- , � I i i . �________­,__­­ I=­­-­­--- p --"-------- , I 'I L. _____llr__­_ � 11 � � � t � I ,I t i - � m I � -, . 'A � I i I F= �. 326 � I � i. � � _j 5 _� � I I i I �l %s I - � I � � L li � 11 : ; _j � i i I . I � 11 0 11, - � y s x I � I 1. � 3 i v I I i ;l I * I i i i m " . I A [� t I A � I " "I ! � �- I 1� om- . I­ - _q , r � 0 1 7 U) ! i i i . � I A u , � I;; i . 1; i I C) . . � ' w I i I - ! ; � � I � i . : . -j! - ! I 11 I � . 4 � 11. i i � a It � � I 0 i i, i I 1, � r*,,. " i 1. , � I TRAC R TO RIFY . X%.-,.o L � � v � I �L i I � . CN . � ,I I oc I t � I i I � � f 11. . � -� . i ; ! I I 11 . olr Ell cloki _� - __!t*.__-_A I � I � I ,I � - OKIA I 1 3 K) -I' , ­­­­­__ L-O-- ! ;?-' -L----'-'-- ' ____ _L_ . -r--7Cr_T__-yF_ � . --t- :1 %en I . � i V_ i . � I _______,_____ -IL�4-----'---'-�'-'--,.-.-z-..I L " � . t _._._;;r..,-..- . ....... _­­­­,�- ­­­­ . ...... ­-.1 +.----- __ *a#&01__r L �_.,_­­__­­­_,___L _­_­­__­­___ - - ----- �--.---.��---�-C-,--,.,-,----.,�?---.�-�_,__,..._-,�.----I.----I - --il----,--.-,.-"-��--,--.,-t-�--�-----,.-,-,",---,f ­­_ � - I 5 ; l____­_­le­__.__ =l_____-Lx._- � � i I , , v * , r $ � I � I 1! I .� I i � I F 11 1, i : � i % � � � � � ; I � I I rr-, � z � w 11 - � i 324 ' 0 r I I 0 - v �t LLJ 3 1 1 - � � z I(/)" ; ; . .1 ; , : I ? I 1, � I 0 z 11 I i i � � , I I _j - 7. EXIS11 � SEWKE LINE I 11 . ! i 9 i .�. .L . 11 z . I W r. i - : f � e - � � 1 4 11 0 � 11 � _j uJr � ! I r I z M t � ' z ; . I p 11 11 . 00 i � j I 11 .1 .1 % . a .,* � ! � E i ! � � w , ; I I I i i . � i i ; � � � I "I � , a 4 ! � ORE C NSTRUC ON ANO 0 - LO I- .1 � � I orcio V� T_ � i 0 1 i , UJ r I � w olloc I w z . a v- I � ,� I i � � I 11 � �l C> CK) IV- ,I ; I ; ! i s ! i . - � � ; _j w i I . to `� - 11 . ft ri_ . , 11, 11 i If . � I � A n Y F NF 0 � - Lo jq;;�_ ­­- I �l � � I _j �­_­­_,­ .1 I I -1 __­1­_______" ­_ 11 - ,-.,.-------W , ! IV- 11 -1 - _,_.___,_l_­­_, ­­_ -1 --"-�.�-�-�,--.�----,--.--,--,---,��-..,----,-�,�"--.--,.---.�-.----O <D-� -,,T-----­ � - ____ i w - ­ -1111--: t '__­'__­____'____ 322 L _._._____­- _,_�_­'__­­­_'-_-­ ` _____._,_�________ 1­11--­­ ; ­ ­111 -1 I 'i ! .___,._l_--___lk_ %a � . I " I i Ll 1. - 1; J I � I *-­-� ----------------­--, -:-i---,-.-------,--------,Y--.---, 4 r - ,* i ft I � ; � I %. f I 1. ,I "I � .., r . � 1 -.4 _,� - * to i � I I r , � Ir , rw .-j 1 322 1 � � .1 ,< � � NY DISC I EPANCIE � C) V.- I 00 ! `� f _r I**- I ( = . . I I t �l IT- ?. � ,_ � � i " � ! ; r-_ , ; . I � . i I (�i #C4 j t . .1 , f � I I . (N � �l I i A 11 I r*_ .� 11 I( � . .* I '� i I i . -r) (6 lw_ z I . I Z r*- ,4 ') . I � i Z -* ,o r"*- � 'i ,I 'I', 00 1* I � I I _r � " 1 i � � < in eq z I I i � � � � I 11 w # - � 'L I - � I I I � � i. I ', � I < v-- cl% 1 N � � clq ; ; . a i � , 5 . I 1 3 � � I � " 11, c> 04 z i � I 11. ,� � � ! r. 11 i , 11 I ^� i � i .. , I I � ; 4 I � i " I I k . i i � m It i I z i �l � � m +n I � +rfl�-n I i ; � . +n�_ i 'i i z �l i i ,I � � ­ 1. ta , ��.rl..'---,--l-1.1--�-.1�--'--.�"-''-�-'-,�-.--r-,,L..- ­ �-"."�"---,,,t�--,,-�-�---�...-,%",�,-�,;,.� � ,_._____< ­­­- _,_,"_____­____­Z_,_____L .... .. f---- -,----,-- ---------"�-,-"-.�.L�---"-�-L�-'--'--""--?--'- ,� .111­_l_l__ I _1 .. ..... -4--_ '� j' I � i I � .-_._­l­ ­..'­­�­-­-'­­­­­ _-----­--4­-- -,,,, ­­­-­­­­_'�­__ ­­ _­_­_­_­.­ ... . -1 __=�_�� � z 320 ___ 1_­_­_1­_1_­1__ll___-_ z '� I I 11 11 � i " � L, I I �_.________­_­ , � -i-T.-I-I------.-.-.,,,.r-:-"I-i.'.'-��-'-.�-�"'-�'--�l-'-+---�-.1-�---.,�---,..---,--�--,- .__-__-,___,_.________-_____ ,I � ; i i Of !q 0 .-_ f 11 � m "r � � v f ,I .�:_z I. V_ I + to �_ k . I ,I . � ; , ; � 1 ` 11 ; 11 v � .* , => 14 320 � ­.- 0.1-7z-R � ,'� - - � � 1 $ 1. -1 ;, 0 1 1 - � � I I I � � ; I t .� . , . 1, i , , �l �% I I I ! � � I � z 11 11 � - I � � � . i ., � 4 i ! ��r . V_ i 11 I � ; * I I I : jr I � � 1; � I I -Z � . . i I T i . ` * �l � ; ,� I � c � '� w 'A t I 1 7 1 � !9 * * ,I ,'I -11 I � __o � < >: # I I . L' <>� __ : . i I I .. ; � - � i i � � i i i " � 11 > 14- " I ,I � , I �. � ; I � i �_ � 11 t I - I � � i I 0 � i % 1: � � � ! I � � " � � ; - . 11 ,I i . � . 'zz I � ,I I I ; k > �; t 11 � . uj ;!s > � LLJ 2. e !� ; �0 < - - I . � , I i I 'L I � � z I I (n U) I � , V) U)-.-- f � , , I I I 1 l_-__4__-_____1 1 9 i I I I r. ____________, . I � I I _____ _____­ .�--�,-�,--..---.,-�"-j-�-.�-r--"-,""�- rL v)K9 , jK__$,_________,___ ` �- � r , �u I- �"----3;-­­­' 318 . o , ­". 11 - L -----+-,--- --'- -'-)�-"�'----�'---L-;-'-T--�--"� ...... -.-r-,�----,��----------t------'r"'�"%..---�-----.'-.---- __ ___ ___ _____.­___l_l­l-___­__­ . ,:-.-----r--- I t __.__Lr__.-._.---_.-.- � ---_------_----. ; I ,I _._l­_­__ .-----., , � I � z:z:z 7, , I � - i 1� I _-__­__l_­_ _______� --,------, - ____t________-__ -1 __+ - ._______l________! . i ,' � � I I � . 1. r � i � . I 318 .1 IV I ! � 1, i � a � � 11 � � I " 4 " I ew ,I f 4 1. -,I ,I I � I � I I 4 ; I i � I �_ � '� � � INITALL 161.85 LF CIF 8 -P.25% ` I�STALL 1�%.25 LFi OF 8 5EWER 0 LO.26zo -, IN$ LL 17 . 00 LF tF 8" SE R 0 ­10.26% SE*ER I ! I - � ; I I - ;� � . I � I � � i I i ! i , z ,I I 11 � : w a t � i . i : i � ! I � I I i -I' � + � i I t !� I I . I � - I �l 11 I i i; I I 11 . .- I - I i i ! � i � I "Ir v w I � I �l � I I � I t, � I � � i - � � i S i -_ I "I � � i i � , , i ' _-.-,-,L�'L".,.�__,_-�..�.----."�.L-,--.�-,-._.L."-.",--"".-�4,--�-,"I-,-,-""-""-,-�--'-�r---'-'-L-��--�z't-,�'I.-I----"i-----,--"-�--,---��-i-.--.,---�1--�-----.----"-,--"------..---,---I---,--..-���."",-.zA �_____.__ I � , ,I .-,�.-,I-l�'L��.'.'-'.'L':--.1�-"--'-�-",%�,-r,.r'-,--�---"'��-'-�.-'--- ­'_'_­­L-__.'____­ ------ ,,--,-,--.,-,--'.-,--l.-I-.--.-�-r,-,-_,I-L---,�-�- 316 316 '- ­­­- '�"---�--�---�-��-.�.,-"-,-�-.-L-�-�-'-"-e'�-'A"---'----"'----'-',-.,,-,,l.--,-,,..--�-,_..-.,.-----,-.,--.�--.---."-....--�--Ir-11--'�'-'-.-�-'.�'-'-"-'----.'--.'-�'-'- 13+00 14+00 15+00 10+00 11+00 1 12+00 '', �,�",:�,�.--��r"��,��-"""��,�::L��",-��.,",'�"r I , �L,�" "'�'_�;��­ - ­1 ,z��, s- ­:,_­­_"­­��,_�Z� 1%- �,s� ,�, -1 , I �_. - -1 - ..'r.'�L�'',--At-�,,�"",!�'z�,,,;���, Ir\ 'L , , I , L5 ,� ,7, - - - r - - "', ­ 'v" " " . /cog ,.ae ...-1,3 0 N ll-� I li�t'-��,,��-��Ill",."�.�.r�,-���;-i��ll-�',�.,,�!�,�".!�� ".��,,,'-,�,,,�,1,-F��.���,�,��- �� -.0'. .s:t-1 1. - ' ' , - - ,4 4 ��j�_;-�t� 1"4!� . f, '1� ,�� .,�'_.,�J., i, r ,,, , - . _ . , ,�, , i�,-,vsj!�, ,v�,�&" ,-��--,�,-� � . � _�. �, 1� '�ll z: ". sls I , � I., �.111, ��, 1,1 "?; ��, ,�,� lll�'r " 4 , - .", �.� .11 . .�c � "I . .. , , , � - , . 1 7 4",�� � i - - ., I won �� � . .,. �; i�� r , _1 " �� . �4 �i ,v , .1. t� I- 1,7, A , 1?� 1-1 �. . " P , �l ; , ,� , i� lZ I �. �1�., ;! '�,' I Ic _.. 1 11 If sl�;�"mll L t-'a ,r �'.�.,­,�,,�r �t,o I , , ,,� 11 t, A, . � , � � � !'4­'.­l­':'­ ............ �,,����,.L';,,_,_-.�--,r.:";��7-r, - ,Ir �­­ "I'll--, � I I o " I.... - I ,?7­­ ­11. ­,*,,�_­' ,.�� ­­:�', , �ls,, , ­ I ­.­ ,�� ­ ­,�;­-­_', I - , ­Ai, `,,�;:, ','.�'! 1, , .- .1 _2 j� �,r:kr �,` �'r "�� "f'A, -, . . , ,, - -4'kp� v - .4 1 z �srr, ", -s; _�' 11 r ,. , ; ��.__'lllls 1� �r v, �4�1 ��i ��,;, � " r , LL 'p, r I - - - ­ ��'l r � . . - . " h i�l' 'i " , �, I - . . o', "F, --, -,-vtt . .. 1� ., A �t.!� * i, 1�, -L � , - ;�, - I ? �, � �, ;�� ,_ , '.1 (il " , , ' r �t7: " , " ` ,,, � , '. _ . , � � - s ��--,� ` �v �,,� i �_ �, ­ . I s i,, ll .� , � ,�� . , 1. - , � 4 ��7 ,., � ,,, * ., �4� � � 3, ,�, � ,�� �� 1� .1 ,�r, , c ,.., ; � I ­­, ,­­�,­­��­�,­­ :.�,,",,.,.,,;.�",-,.-�-r,."- ­ ..:­� ­_'r­l!­:.;­ 1- REVISION � e�r-7­o7 x . I- KUULK A. MCIN I u3m � ur% I F_ R.C.E. 33322 EXP. 06/30/08 1 , N '. I . r , , REVISION � '. - APPROVED BY: / %As-7- L' 45 ; �, 2 �_4- � 2 -7 r . . MARIAN SHA C.E. IV ' ' DAIE R.C.E. 32178 EXP. 12/31/08 - 0') 0 to to �._ a) w < 'd- --of - T- o z 00 0 w It 0 .Z LL_ I �� < :3 � _j < INd- w 0 to Ld 00 M - . 3r. 0 ,'-N _j ,,r- V_ ui (.0 0 a- (.0 : C) (h ,*�� (N w Lli IV I < m I Ir- co 0 0 1 0 llll-� - , 0 * Ir- %_ 1* `*� 0 11 OD 0 (5 z .. Ld m � 0 < 2 In � D _j V) ;�: S.: ca in 0 w le 5 0 � .9c Ld � w x in 0 I I I m 0 >- M 1 1 Ac mi . - r * rl I ,* �L. 4, � _. - - � qplk - , - % r . kz' - A � � - __ ___ .- �. � � . -m * . ;_ I - - 1_.� __ . I � 41 � I , i - I I 2 m 0 >- M M __J um Ac mi r CL � � � .ce . z < < lz . . r w elf _< co 2 IN= Lu pm (n d= w I 2 co I � CL i , " r L r � . � , , In z .: � I . .z (o in in < Lu = W r . ­1 = JW w I � . rl�- �. - . - "A w (A <D � � . to z I ., . r., r - - to < .- > I.- >0 . I r . I , r ui x pm lv� < 3:: - r r r . Imm co W w jj� � Z 'r Z Z m 0 - l- cj� =1 in w lom (9 � 0 r4olva to r4ft z I ,I- � co rl*%4 (n d _2 9= � � < 0 I w a- LLM . ui _j a 4c lcr. Ilim- Cl < 0 _w 0 I I a_ ;_;p .< Crf r � m r i I >; � w o:: I I I I 5 I r- C) �1� � uj I— r­ C) < 0 co r I C� . . L ---- A---.i . � . W r I co I I " V 0 %IM tL 11 0 . It` j I - r r,,_ . 7 .��, ,_�� - Zo 7! �; - I ` " It ) 0) z Ac mi r CL >= . z < < lz 3:: 0 co 2 IN= Lu pm IM I 0 � , . .r � _ . � i , I I ­ I 2 co I � CL i , " r L r � . � , , In z .: � I . 0 < � Lu = W r . ­1 = JW w ILIL � . rl�- �. - . - "A w cl I.— I , .1 , �,� _ I I I � � . to z I ., . r., r - - to < .- . X :2 it >0 . I r . I , r ui x pm lv� < 3:: - r r r . Imm co 1 1 . jj� � Z 'r Z Z m 0 - l- I UJ I lom (9 � 0 r4olva to r4ft z I ,I- � co (A 9 d _2 9= Ir- 0 N 0 . � < 0 low 0 LLM . ui _j a 4c lcr. Ilim- Cl < 0 _w 0 I I :5 < . � . W r I co I I " V 0 %IM tL 11 0 . It` j I - r r,,_ . 7 .��, ,_�� - Zo 7! �; - I ` " It ) 23 24 q_'CATCH BASIN NO. 15 END OF 18* PIPE z I I I Sol SEE SHEET 14 0 u") 18*0 DRAIN 25 a., SEE SHEET 14 4— 354 354 z • LLJ _j 0 te) > _j Ld oo I x r cc> T_ C5 3 LLP 352 352 z o Z C-4 200 CL C) g v) < m d C4 STA. 26+40.28, C.L. z I I — Z V_ C k A S H E 00 f) 00 ucn < 0:: 26 0 LLJ UJ 5j' 5p cq so W r... j co 20"' 20 > C) oce �0; >; V) 30 30' 348 F.__ ti _ _.. __....._ cn cn _j UD ui T OXFORD HILLS DRIVE 0 E UD SEE SHEET 14 I I N I U ��l 1 7 RANGELEY COURT SCALE: 1 50' HORIZONTAL 1$ 5' VERTICAL 350 348 346 344 342 340 338 336 334 332 33( 32f 324 32A 321f. 10+00 4v cow c1%1% ow C• ��- ,,� 16 11 e0 _\COT bcl ej,x fi 410, 0 1%6'1 cp s> 6,9 �s �� 17 11+00 12+00 50 48 S46 544 542 340 338 336 334 332 330 328 326 324 322 U ��l 1 7 !f INTERSEC11ONMACT 6757 BOUNDARY STA. 25+35.87v C.L., ASHE RD. STA. 10+00.009 C.L. THORTON AVE. -25+00 ��6+00 -T 28 00 I Al CN .8m DRAIN ow DRAIN 212.40* 10.00* N89"34'33 SOO"25*27*W 24 m D p t --D 23.42 00 L STORM DRAIN M.H. -NO. 21 N896'34*33*W STORM DRAIN M.H. NO. 20 c1q STA. 27+43.04, C.L. 25.00RT.= =IQ 18* DRAIN D t�6+%530.64, C.L. 25.00R oe-FL STA. 27+43.04, DRAIN E5AJO.64, DRAIN DYN I R/W5' I%- PROPOSED BLOCK WALL 11111', V, SEE WALL FLANS FOR .0 DETAILS cn co Lo t a 00 1 C4 CO-* 28 1 Nr 11 to >; 0 nn 1 3 2 cc 1 r-, zUWW - -i 0 < co m it LL. 00 —D Ir— + p, _j U- 20 20 z cn C14 C-4< CX 27 L 30* 30 j loci n ;Lc 0 uj z w (n En Z_ in cx (n W THORTON AVENUE cn En SEE SHEET 7 10 T.= r T.= ri 4 358 356 354 -352 350 348 34E 344 341d 34( 338 25+00 ASHE ROAD SCALE. 1 = 50" HORIZONTAL 1" = 5' VERTICAL 27+00 26+00 360 --- - ---- INSTALL 18.49 �F OF- 35EI 18" RGJ' RCP 0 J.- 0..54%� 35L--------------- 6 [INSTALL '23.42 LP, OF 06.47% 18* RGJ-=RCP '358 356 z UJ > 0 K) u") a., 4— 354 354 z • LLJ _j 0 te) > _j Ld 7w- 00 r cc> a 2 ui Zp 0 z 00 352 352 00 o Z C-4 LL_ CL C) g UNIT BOUNDARY < m d C4 STA. 26+40.28, C.L. z I I — Im �- � zL 0 C k A S H E R O A D ucn 27 Lu Ile) -T 28 00 I Al CN .8m DRAIN ow DRAIN 212.40* 10.00* N89"34'33 SOO"25*27*W 24 m D p t --D 23.42 00 L STORM DRAIN M.H. -NO. 21 N896'34*33*W STORM DRAIN M.H. NO. 20 c1q STA. 27+43.04, C.L. 25.00RT.= =IQ 18* DRAIN D t�6+%530.64, C.L. 25.00R oe-FL STA. 27+43.04, DRAIN E5AJO.64, DRAIN DYN I R/W5' I%- PROPOSED BLOCK WALL 11111', V, SEE WALL FLANS FOR .0 DETAILS cn co Lo t a 00 1 C4 CO-* 28 1 Nr 11 to >; 0 nn 1 3 2 cc 1 r-, zUWW - -i 0 < co m it LL. 00 —D Ir— + p, _j U- 20 20 z cn C14 C-4< CX 27 L 30* 30 j loci n ;Lc 0 uj z w (n En Z_ in cx (n W THORTON AVENUE cn En SEE SHEET 7 10 T.= r T.= ri 4 358 356 354 -352 350 348 34E 344 341d 34( 338 25+00 ASHE ROAD SCALE. 1 = 50" HORIZONTAL 1" = 5' VERTICAL 27+00 26+00 360 --- - ---- INSTALL 18.49 �F OF- 35EI 18" RGJ' RCP 0 J.- 0..54%� 35L--------------- 6 [INSTALL '23.42 LP, OF 06.47% 18* RGJ-=RCP '358 356 346 AP O SHE-L) r _ - ._.�j 'PRXI ATE X1 PAVEM NT _ .. -v.�^ _._... _.6._. ., �.. ...,_--- __n._..._.-- ,_.,.._.._ 344 3441 342 342 '3 340 40 VERT DRAIN 3 338 38 S ECTICN A� SCALE 1 =501 HORIZ. 13 1 51 VERT. 3-410 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND. SECTION DESIGNATION:- ABBREVIATIONS s FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION LETTER CL CENTERLINE FURNISH & INSTALL SEWER MANHOLE INV INVERT (s) TYPE "A" PER C.O.B. STD. SW-4- SD STORM DRAIN 2 MH MANHOLE FURNISH & INSTALL SEWER CLEANOUT SHEET WERE SECTION IS SHOW CB CATCH BASIN PER C.O.B. STD. SW-6. JB JUNCTION BOX SMH SEWER MANHOLE FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SCO SEWER CLEANOUT 1) ALL CATCH BASINS ARE TO BE TYPE "Am SDMH STORM DRAIN MANHOLE FURNISH & INSTALL STORM DRAIN NOTES : D-14. 0 MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5* OPENINGS PER C.O.B. STD. EXISTING EXIST OTHERWISE SPECIFIED. UNLESS OTH ELEV ELEVATION 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT E LEVATIONS FURNISH & INSTALL CATCH BASIN RIGHT OF WAY $$ D UNLESS OTHERWISE NOTED. -14. R/W TYPE A*$ PER C.O.B. STD. M.H. MANHOLE FL FLOWLINE 54515 356 354 352 350 348 346 3" 342 340 338 U N 1 7 l OYSTER WAY J ��l 1 7 McKEE ROAD SEE SHEET 5 45* 1 C3 I + I11' --mm- 34" 3- m- 20! 2 26 1 w < 20 .30 30p FL 0 V�> I 1 5s 41 28 R/W T-1 w z X ui W < a me Nd >_ 00 0) PROPOSED BLOCK WALL 00 z SEE WALL PLANS FOR DETAILS _3 m R/W 0 C6.0 < so w I L -D 1 8� DRAIN 589.03' NOO*30*00"E "* -Lo 18" DRAIN C4 s c%j N89*30*00 W 7.42 EXISTING 10" SEWER s 70 --'- A 1- 36+00' --77- s --- - 34+0 39;00 3400 3:7;00 33+00 30+00 TRACT BOUNDARY D R I V E M O U N T A I N II R I D G E m co • _j -(-=J, to 6 10 . ci '-w' tu— I< I* ) f1e) u < 0 "z • Z > -it < 0 w _j cx Z _5 => U>w n pr) 0 X: C-3 0 w 0 Z w V_ 0 z __j a- co < U5 r-- U-1 r-.. �- < LL_ C> C4 Z U-) uj r-- < m 00 < 0 + + + U) 00 "n ro<ui o _j _j < mw Z IOU-) 0 w 0- (jo 0 << 4 0 z "04 OD 00 z V) V) (_:)l V) z m LLJ C/) z + + c> a cy) 0) 0 n C7) ANN UOO oQt ++ V) w 0) C14 V) V) V) z << OTC!ZOtVTAL u)u) 50' H SCALE* 1 " -- 5' VERTICAL 1 %—ISO 12 )4 27 Z I Lwd�L 364 362 360 358 356 354 352 350 348 346 344 3 30+00 a 32+0 31+00 0 a-rvv 364 362 360 358 356 354 352 350 34E 39 344 34 64 562 360 358 356 354 352 350 348 346 344 342 64 562 360 358 356 354 352 350 348 346 344 342 X00 C.0 0 0 CN :z LLj :z CD :z 1 :5 U :D k __j z UJ > 0 K) 0 a., 4— 354 354 z • LLJ _j 0 te) > _j Ld 7w- 00 D cc> U; 00 2 ui Zp 0 z 00 352 352 00 o Z C-4 LL_ CL C) g c) < < m U- UJ rj)o Iwo CCa D O z I I — 350 �- � zL 0 X, < 350 Lu Ile) cq so W r... j co 0 00 > C) oce �0; >; z 348 348 F.__ ti _ _.. __....._ _ _j UD ui V) 0 E UD AOPROXIM 30 346 AP O SHE-L) r _ - ._.�j 'PRXI ATE X1 PAVEM NT _ .. -v.�^ _._... _.6._. ., �.. ...,_--- __n._..._.-- ,_.,.._.._ 344 3441 342 342 '3 340 40 VERT DRAIN 3 338 38 S ECTICN A� SCALE 1 =501 HORIZ. 13 1 51 VERT. 3-410 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND. SECTION DESIGNATION:- ABBREVIATIONS s FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION LETTER CL CENTERLINE FURNISH & INSTALL SEWER MANHOLE INV INVERT (s) TYPE "A" PER C.O.B. STD. SW-4- SD STORM DRAIN 2 MH MANHOLE FURNISH & INSTALL SEWER CLEANOUT SHEET WERE SECTION IS SHOW CB CATCH BASIN PER C.O.B. STD. SW-6. JB JUNCTION BOX SMH SEWER MANHOLE FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SCO SEWER CLEANOUT 1) ALL CATCH BASINS ARE TO BE TYPE "Am SDMH STORM DRAIN MANHOLE FURNISH & INSTALL STORM DRAIN NOTES : D-14. 0 MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5* OPENINGS PER C.O.B. STD. EXISTING EXIST OTHERWISE SPECIFIED. UNLESS OTH ELEV ELEVATION 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT E LEVATIONS FURNISH & INSTALL CATCH BASIN RIGHT OF WAY $$ D UNLESS OTHERWISE NOTED. -14. R/W TYPE A*$ PER C.O.B. STD. M.H. MANHOLE FL FLOWLINE 54515 356 354 352 350 348 346 3" 342 340 338 U N 1 7 l OYSTER WAY J ��l 1 7 McKEE ROAD SEE SHEET 5 45* 1 C3 I + I11' --mm- 34" 3- m- 20! 2 26 1 w < 20 .30 30p FL 0 V�> I 1 5s 41 28 R/W T-1 w z X ui W < a me Nd >_ 00 0) PROPOSED BLOCK WALL 00 z SEE WALL PLANS FOR DETAILS _3 m R/W 0 C6.0 < so w I L -D 1 8� DRAIN 589.03' NOO*30*00"E "* -Lo 18" DRAIN C4 s c%j N89*30*00 W 7.42 EXISTING 10" SEWER s 70 --'- A 1- 36+00' --77- s --- - 34+0 39;00 3400 3:7;00 33+00 30+00 TRACT BOUNDARY D R I V E M O U N T A I N II R I D G E m co • _j -(-=J, to 6 10 . ci '-w' tu— I< I* ) f1e) u < 0 "z • Z > -it < 0 w _j cx Z _5 => U>w n pr) 0 X: C-3 0 w 0 Z w V_ 0 z __j a- co < U5 r-- U-1 r-.. �- < LL_ C> C4 Z U-) uj r-- < m 00 < 0 + + + U) 00 "n ro<ui o _j _j < mw Z IOU-) 0 w 0- (jo 0 << 4 0 z "04 OD 00 z V) V) (_:)l V) z m LLJ C/) z + + c> a cy) 0) 0 n C7) ANN UOO oQt ++ V) w 0) C14 V) V) V) z << OTC!ZOtVTAL u)u) 50' H SCALE* 1 " -- 5' VERTICAL 1 %—ISO 12 )4 27 Z I Lwd�L 364 362 360 358 356 354 352 350 348 346 344 3 30+00 a 32+0 31+00 0 a-rvv 364 362 360 358 356 354 352 350 34E 39 344 34 64 562 360 358 356 354 352 350 348 346 344 342 64 562 360 358 356 354 352 350 348 346 344 342 X00 C.0 0 0 CN :z LLj :z CD :z 1 :5 U :D k __j SECTION B \.-, SCALE 1" =50' HORIZ 13 5' VERT. 0~ coll- %Now R.C.E. 33322 EXP. 06/30/08 REVISION APPROVED BY: -7 MARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31 /08 > U) 1— :z w Z °moo Lu �n r_j m Cn 0 W a- Of C1 < C-4 cc_ z UJ > 0 K) 0 N 0 d. w < d- V_ co oC D cc> co 2 ui Zp 0 z 00 C) (y_ Rd- 0 Iwo CCa D O z I I — �- � zL 0 < Lu W so W r... j co 00 d 0 0 z Z 0 0 _j UD ui V) 0 E UD im 4c Ld m Ix + • Go IA- Cl u za SECTION B \.-, SCALE 1" =50' HORIZ 13 5' VERT. 0~ coll- %Now R.C.E. 33322 EXP. 06/30/08 REVISION APPROVED BY: -7 MARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31 /08 > U) 1— :z w Z °moo Lu �n r_j m Cn 0 W a- Of C1 < C-4 cc_ W I QD U- z UJ > � Q w LIJ 0 co oC O <Qo' 2 ui Zp ul Iwo CCa D O �- � zL 0 z � Ua Lu so W r... j co d 0 0 z Z 0 0 W I QD U- SELMA STREET I T RANGELEY COURT SEE SHEET 9 SEE SHEET 13 1 T ZI FARMINGTON WAY 301 301 SEE SHEET 12 -51 _jz Lo -j C> CN -C-J> -q- 14 -1 20* 201 04 30 1-30 0 q- C) 14- c 19 5 U�n 201 2(), ci "t 11 02 .20 1 0 9 F-: 0 CN 302 302 c-i C; 2 �C4 o V,) 0, W_ 47 cn C:) Ci J�LU 0 _j C; _j 11.uj 59 z > Ed c� z: _j F__: F_: ui w n C! 0 0 1 5 ui z 6�>w F--: L 0 Lru 0 Ld Lu Lu C) LLJ __j w u 0 U-)z F- FZ z cL (L z �_j C) CD Z. - I _j_ z: CD z -C) to to Lu CD u cn of 4 < m: < - - 1 0-) 0; LU CD 0�w Lij �m En J)E; LL: CL 0 30 1 29 '5 -i uj .;F (L lo- E cn U, CD w M 01 co Coco - ac' 44 45 1 46 8 1 9 1 50 V) ­4p tx) - Z co C6 p c) -0 o6 w co co Po cn ro 6 w a co CoLzw 0 co (Do r%- U- Lu 00 < IT- I - 8 c;c; -C6 M + (n + M + + CD C) + + m: + r1i _r F__ r- r.-. rl*_ - z: co 0 cq --j V) Li- to ro (n co U- to 0 ro; I U) 00 Z. C5 (3 "q- Qo 0 r- (5 w 1 12 to - z (n_ co 00 I­ v- <�w o of (a V_ V_ F- v-- LjLj z a 4 13 zi� 0 : 20 < 0)0) < COCO r-: 4m C) < F_ r__ < M(r L.Lj < M cr 00 m + + q- Lj C.0 0) Of cl� 0 ci rl_ Lc) L0 L0 M + + 0) 00 -3c: << n o <Wo- + + 0000 (.0 V) + + a ++ F�o (D Z­ �- 0 L-Li z F- La I— m I­ Z F_ �-OLU Lh w + + + ir + m 00 u') 0000 + + (-:)j V) z a Ld V) (n (n (n x C-4 ui U) ui U) (._�j (f) z: a LAJ (o r-_ r-_ T_ V_ %_ %_ + Lo IV- V_ oo w M� cn C> w < w - z af 0 1 cn E.C. S87*15'42"E RAD. R/W 2 cn < ui I— �­ <� w << C> << C) En (n cn < (n (n (n < I— I.- �- z 0000 R/W cf) F- U) < STA. 13+07.79 C.L., (n co cf) co F-- U) V) U) F-- < SELMA ST. cn cn co FL-\ 100' mmmmm� I . /- FL \L4 - _%m_m SEWER MANHOLE NO. 25 .000/ 18" DRAIN Lo -C:) STA. 9+94-93 S89"02'47"E 8". SEWER - 321.71' §00'57913"W 25.42 S89*02'47"E 8" SEWER .74.06' 0 _6 7 C.L. 5.00LT. s - S89*02'47"E c' 8" SEWER 274.06' S89*43"41"E 8" SEWER 281.70 STA. 9+94-93v SEWR 2 *T ms qw 0 � 11 0 � 11+00 S89*02 47 E 51 s s 1--000 S89"02"47"E 12+00 321.64 13+00 -D- Now 548.12 -1 - - - CL INTERSECTION N88*09'14"W RAD. 14+00 S8 15+00 D- _R6+ _b D moommommmmou."m 9*02'47� 00 19+00 S89*02147"E 20+00 STA. 10+00.00 C.L., OXFORD HILLS DR.= 18" DRAIN '77'�_ b 511.37' 18+00 271.68 21-+OG STA. 13+00.00 C.L., SELMA ST. 0 of. 17i, FL-­ 77 TS8 T7S& 1 -4- f X 410 40o' FL B.C. S89-0247"E RAD. z: 00 ,3 STA. 12+92.21 C.L, ZiN F-: m o6 :;�-c Lo cmn R/W F` w L'or SELMA ST. CD 0 C) of rill Of Fz 0 K) %S) x C) (D (D C-� C) (D CD CD cj:� ry (un) L R/W -* - CD a UJ ft� 6 1 0') CD (D CD CD C) CD 004 F-: (7; 1 F.: C) ui F- CD co U) cr_ a uj n ai ai C:) Qf Lo X WE .-F- OL ad-,;t n n c; a n V.- CD co of Lo 1 C) cr_ u ) 114- -.4- C) %-- Co cr_ cr uj C� C) c� U-) C) n to 00 06 00 C) Cy) V) r_� , 00 c1q < T_ C>C,0'4- Qo cqz C) r- oo n CD T7 C� - K) F-- 0-) Cy) 0 0 Lom C) z: co C,4 co o6 0. + N') V) , * m :;R m - --I i< F', Lc) C14 (Nm c > U.41. 00 + i ___j< C-4 n 00 _j Q z: w co + + + (c) Qo U-) + >- Lj C-) a z: 0 co + CD LAJ U-) m 11w - 2 a- Q() Z _j M + a: ci .7- a ow 21 22 24 W>- z: uj -i M C> < 23 26 M-i (n < 27 1 28 43 42 + 41 + 9 + uw) cq _j (n I a- z: 11 1 10 C:�) 8 lo 00 ww < Z Porn < z+- < I I CD co cn C.0 + oc,> m c -0 Fn,v..7L . q/ C-4 u: UJ OC) C-4 (N < Porn cn cn u� U- co -5 C/-) 4 5 X, < + U) + + -j co I mro m , c/) 20 1-20 ow U rO-Ju) U_ P004 0++ co 'LL:m V-) 59 ui < F- v-- < LU C:> M I V­ + + + cn + 30 30' F- < MM 2V 20 u- cncr) U -m --IV) U. -ci W a- CN<< 25 cr 0<< 0 v- < UJ z I— < Mm _1F1_ V) 7, r�k Lu En U) (n V) U) 30 130 .4c 0 <wd- < :z Z 0 COO 0-71 �F_ �-ow Lu (f)v) c--y V) z 0 SELMA STREET e% SEE SHEET 9 Lu (n + + ri COASTAL LANE Q: ro C) U 1\1 I T SEE SHEET 11 u I j\1 I T Z_ F- C--,)j U) CURVETABLE 7 CURVE RADIUS LENGTH TANGENT DELTA 0 500.00' 7.79' 3.89' 00*53 1 33 is 18" ROJ-RCP -G.129 500.00 7.79 3.89" _T_ 00*5332" w 5 00.00,1 15.58' 1 7.79; ol -47'05 it I 358 ............ ..... . .. . ... ....... ... --------- 50' HORIZONTAL 5' VERTICAL ----- ------------ ----------- - -------- ----- --- - ----- -- . ....... 1 511. 37 LF 8* RdJ-RCP 0. 1 2/oi FURNISH & INSTALL SEWER PER CITY STANDARDS ............. -------------- . ........ . ..... .. 358 1 I �TALL 42.1,52 LF OF N INV 0 ui 14 poll 18" ROJ-RCP -G.129 356 STORM DRAIN ... ......... ... pe)(::*C) w MANHOLE p . ......... .... ... --- -- --- --- 354 m +"4- --- ----------- ------ . . .... Lo M v- Z�, 0 JUNCTION BOX m . ......... - - (n >;> 352 z Jv_ U) -------- - ------ --- ---- -- - -------- 44 tt U4 LLJ uj ----- ------ SEWER CLEANOUT 00 z: 00 LL cric) (f) J CL 10- a 350 . . . ........ ----------------- - ----- u- -------- - ­ . ..... LL_ EXIST EXISTING, .......... . . LLj v- + U (5 0 348 . ......... -- ----- --- ------- -0 0 LLJ j - -- -------- INW RT 18- DRAIN ----- ------ - ....... .... ....... ... ----------- . ..... WERT 181" DRAIN U)z t M.K. w ......... .. ... .. - ------- . ... . .... ------ ........... . .......... TYPE "A" PER C.O.B. STD. D-14. 346 FLOWLINE INV7 ERT 180 DR IN ------ - --- - ------- . ...... 338 .. . ....... - ----- -- 338 344 ---------- --------- -----------­-­-------- j - - - - - - - - - . ..... 342 .......... . .. ... ... ....... -------- . ..... ........ 340 ..... ..... . ...... ­ - - ----- ­ -­ ... .... . .. -------- --------- ------ ............ - ------ 338 -------- -- - - r . .......... . .... ... ------- -------- ....... ......... --------------- 336 ---- --------- ---------- ­ - - ------ . ..... .. .. 40 334 -­- ------------ - - - --­-----­------- V9 'R 332 . .. ..... ... ... ....... --- -- ----- - - - ------------- ---------­-- -- .. .... ... ------ - ....... ... .... . ...... z C) cw, pe) 330 --- ------ -- ------- - -------- p p INSTALL 274.06 �F OF 8"ISEWER -0.35% U. + --- ------------ IWER 0 0. 35% IN$TALL 274.06 LF OF 8" % V) 328 0 Zz ........ .......... ----------- -------------- ....... ... 0 co 00 326 ui 0 too) Lo ui _T_ V7 z w Or pe) z po 324 ......... .. .. ­ ---- ... . ... ..... -------- . ..... . ... ...... . ...... ------- - ----------- ----------- - - - ------- f (y z o 4 >: >: ui 0: > 322 uj _F4 z z ----- ------- - - ---------- ---- --- ............. ------ ....... -------- INSTA41L 321.71?i LF OF 8t SEWERI 0 -0.91% 320' ... .......... ........ ..... . ...... ------ --- --------- ---- - ------ 10+00 11+00 12+00 13+00 . 34-5-,.6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION JaA­�� LEGENDO, i358 C) _j 00 O� .4- 00 >: .... . . ......... 14+00 15+00 16+00 17+00 18+00 19+00 SEC11ON DESIGNATI N: SEC11ON LETTER 2 SHEET WHERE SECTION IS SHOWON NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" NTH 3.50 OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVA11ONS UNLESS OTHERWISE NOTED. -- --------- . ...... -------- SCALE: 1 1 50' HORIZONTAL 5' VERTICAL ----- ------------ ----------- - -------- ----- --- - ----- -- . ....... 1 511. 37 LF 8* RdJ-RCP 0. 1 2/oi FURNISH & INSTALL SEWER PER CITY STANDARDS ............. -------------- . ........ . ..... .. 358 1 -------- ------- 4 i�" nr% INV 0 ui 14 poll FURNISH & INSTALL SEWER MANHOLE 00 m '000 STORM DRAIN ---- --------- ------ . ..... - ------ ------- pe)(::*C) w MANHOLE 3 . ......... .... ... --- -- --- --- ----------- m +"4- z: 0 M v- Z�, 0 JUNCTION BOX m . ......... - - (n >;> APPROXI ATE F1 I$HED ORADE 0,`CEN LINE z Jv_ U) foo------------ FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ----- ------ SEWER CLEANOUT 00 336 SDMH --- -------------- ----------------- - ----- FURNISH & INSTALL STORM DRAIN EXIST EXISTING, .......... . . MANHOLE TYPE "B* PER C.O.B. STD. D-18. ---- ------ --------- ELEVATION -0 -INVERT 18 DRAIN! - -- -------- INW RT 18- DRAIN ----- ------ - ....... .... ....... ... ----------- . ..... WERT 181" DRAIN FURNISH & INSTALL CATCH BASIN M.K. w ......... .. ... .. - ------- . ... . .... ------ ........... . .......... TYPE "A" PER C.O.B. STD. D-14. FL FLOWLINE INV7 ERT 180 DR IN ------ - --- - ------- . ...... 338 .. . ....... - ----- -- 338 SECTION - - - - - - - - - - - m - - - - - - - - - - - - - r 1 is = 5' VERT. ---- - ------ .................. -VERT 8 "SEWER wmwmw o NVERT 8 $EWER ..... ... ------- - ------- --- - ---------- ­ ---- ---- -- _c) 0) C) ----- ------ - -- . ..... 0 3::= _j Z co uj -- --------- 0 r*-- CN z C) cw, pe) ------- ------- - ------- Lo ---------- --- . . . . .. -- -- ----------- -- - - 0 Z 0 c LLJ INSTALL 274.06 �F OF 8"ISEWER -0.35% U. + --- ------------ IWER 0 0. 35% IN$TALL 274.06 LF OF 8" % i358 C) _j 00 O� .4- 00 >: .... . . ......... 14+00 15+00 16+00 17+00 18+00 19+00 SEC11ON DESIGNATI N: SEC11ON LETTER 2 SHEET WHERE SECTION IS SHOWON NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" NTH 3.50 OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVA11ONS UNLESS OTHERWISE NOTED. -- --------- . ...... -------- ABUREVIATIONS S_ FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE 358 1 -------- ------- 4 i�" nr% INV INVERT 14 poll FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN 338 TYPE "A" PER C.O.B. STD. SW-4. MH MANHOLE 3 _j 00 1 0 z: 00 CB CATCH BASIN z: FURNISH & INSTALL SEWER CLEANOUT J13 JUNCTION BOX 330 PER C.O.B. STD. SW-6. SMH SEWER MANHOLE D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS sco SEWER CLEANOUT 00 336 SDMH STORM DRAIN MANHOLE FURNISH & INSTALL STORM DRAIN EXIST EXISTING, < -- -------- ----- MANHOLE TYPE "B* PER C.O.B. STD. D-18. ELEV ELEVATION -0 R/W RIGHT OF WAY 322 FURNISH & INSTALL CATCH BASIN M.K. MANHOLE . ... . .... ------ ........... . .......... TYPE "A" PER C.O.B. STD. D-14. FL FLOWLINE INV7 ERT 180 DR IN i358 C) _j 00 O� .4- 00 >: .... . . ......... 14+00 15+00 16+00 17+00 18+00 19+00 SEC11ON DESIGNATI N: SEC11ON LETTER 2 SHEET WHERE SECTION IS SHOWON NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" NTH 3.50 OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVA11ONS UNLESS OTHERWISE NOTED. -- --------- . ...... -------- 360 344 358 STA LL 25.42 LF PF 342 358 1 -------- ------- 4 i�" nr% 340 WAIN 14 poll 356 pe) uji, 352 338 354. U- 336 3 _j 00 1 0 z: 00 M --- ------ - -- . . . . . . momm"now 4i Own, 0 MOT _mt_ z: 352 40"mmum" I NIVERT 8 SEWER 346 330 r7o LL: TIE- A n 10 328 0 340 z 00 336 LLJ 00,4- 0 -4- C) C5 re) 346 < -- -------- ----- - z 324 LLj -0 uj --- ------ - -- -- - ---------- 4STALL 201.70 LF :!OF 8" WER 0 T'-0.25% 14 322 342 t 320 . ... . .... ------ ........... . .......... 20+00 21+00 340 360 358 �14 I Y11 v W--A VO4 k ilk %reA, A 360 360 360 358 STA LL 25.42 LF PF 356 358 1 -------- ------- 4 i�" nr% 358 1 r% A 14 poll 356 pe) uji, 352 U- 354. U- 'o __j V�i < _j 00 1 0 z: 00 M 348 z: 352 346 344 LL: TIE- A n 10 342 340 i 338 C >: >: F-0 �4 > > 336 ...... 334 360 --------- --- ---- 360 STA LL 25.42 LF PF 358 1 -------- ------- 4 i�" nr% 358 356 356 co 354. v- 0 354 _j 00 1 0 z: 00 352 0c) z V_ co c:, a _j M C) 352 Po C5 Z; :z a COCO m pf, c) 350 LL: TIE- A n 10 350 u nm _j ov-04 V_ < u M z 0 M X 34a C >: >: F-0 �4 > > 348 346 ..... ..... . 346 344 APP XIMATE 344 FI, SHED GRADE,'O PIPE 342 t 342 340i 340 INV7 ERT 180 DR IN 338 . ...... ... 338 SECTION SCALE 1 ".- = 50' HORIZ J4 1 is = 5' VERT. vow. r �