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ME <br />O <br />-1 <br />W <br />m <br />W <br />W <br />(n <br />Z <br />O <br />F- <br />Q <br />Z <br />Z <br />O <br />v <br />O <br />LI­ <br />1E=2 <br />39 <br />. <br />9 <br />L =29:0' <br />D =5.50° <br />N0. 74 <br />m <br />22'A° <br />F-T-PO-R-CHTJ <br />NO. 73 <br />w <br />M, <br />W <br />W <br />W <br />W <br />(fJ <br />Z <br />O <br />Q <br />Z <br />I- <br />Z <br />O <br />O <br />EK <br />O <br />Ll- <br />�� MACNgTIC <br />8'x8'x8' ANCHOR TEE <br />x= 239.82 20.0' 26 6' GATE NT VALVE LL 23.0' 11 <br />L -24.0' D =4.60' D =3.15 <br />0 =4.15' EL= 239.30 <br />L =21.0' <br />D =3.9' <br />8 GATE VALVE <br />N0. 78 NO. 80 DMHy2 NO. 86 N0. 88 <br />STA 2 +35 5 <br />(IN00UT =249.00 FERNCO (;NV.'OUI 240.58 FERNCO <br />SMH -357k t2 "PVC a 2 +`6�+Lv� SLEW <br />S, <br />STk 8 +651 V <br />SMH -361 <br />STA 0 +00 <br />V PVC FERNCO <br />8" " PVC <br />FERNCO PIPE ! <br />NO. 79 <br />N0. 75 <br />EL =238.85 <br />L <br />D -95.0` <br />5 25 <br />EL =239:96 <br />L =15.0' <br />D_4,45' CB -1 (INV.)OUT 24165 <br />CB -2 (INV.)OUI= 241.54' <br />11x° BEND <br />CB <br />(- (INO)OUT -2 ?0AI EL= 237.59 <br />L =26.0° <br />D =3s' <br />NO. 92 <br />- 8° 22Y° BEND <br />_1 H#1 �EDMH STA Q +OC � <br />STA0 YAf/ <br />STA 0 +52.5 , <br />�TA 77 +2�.5 PIPE <br />RCP <br />-T2 "PVC D 6' SOLID <br />C8 6' SOLI <br />QNV_)OUT= 240.93 SLEEVE SLEEVE <br />/ NO. 87 <br />NO. 83 <br />EL= 238.39 / x-238:52 <br />LL -19.0° D=6.0 L <br />DD--5.3V <br />j/ 40 <br />L CB -1 (IN %)CUT 240.70' <br />C8 -2 (INV)OUT= 240:67' <br />400 8' CLAY TO PVC <br />LF AFTER SMH -361 <br />TIE IN SCHOOL STREET <br />TO NEW 8' 01. WATER MAN <br />2 -8' 45' BENDS <br />1 HYMAX COUPLING <br />ND � <br />NO. 48 <br />NO. 50 <br />SMH- <br />36e <br />NATURAL GAS <br />REGULATOR STA11ON <br />8' FERNCO CLAY To PVC <br />TO CONNECT NEW SEWER <br />NO. 41 MAN 5.0 LF OFF SMH -360 <br />N0. 47 <br />SMH <br />8' SEWER RETAINED <br />SMH STA 60 TO SMH. 61 <br />SEE RS ON ' <br />FILE LEXINGTON DPW <br />SEE RS PLANS ON <br />FILE LEXINGTON DPW <br />8' FERNOO CLAY <br />TO PVjE <br />IN <br />ROWIN <br />45 <br />' <br />NO. 96 <br />MOO 7 <br />TIE IN SCHOOL STREET TO ROLLING LANE 8' 22%' BEND <br />2-8' 45'.BEND 8' 45 BEND <br />r <br />Or GATE VAL <br />8' HYMAX COUPUNG 8'x8°tc° 1EEVE <br />6' GATE VALVE <br />�W GATE VALVE 10°x8' REDUCER <br />10' HYMAX COUPLING �a <br />a= 239.54 <br />L =28.0 93 L =29 0' x=239.22 a- 241.16 L <br />L =28.0 D -8.85' L= 25.01' L_22.0' <br />D =5.80' D -7.36' D= 6.45' .120 <br />NO. toe SMH -350 <br />No. t t o STA 0 +00 <br />SEE DIE 1L °A° NO. 106 pp, tt5 FOUND VC SEWER SERVICE 10' WATER MAIN RETAINED SEE RS PLANS ON <br />SMH -351 DIRECTLY INTO 9411 -350 FILE LEXINGTON DPW <br />STA 1 +99.5 8' FERNOO CLAY TO <br />'8' GATE VALVE I PVC TO CONNECT NEW --`0 SMH -349 <br />FERNCO CSC [f1RNC0l /-FERNCO SEWER MAIN 5.0 LF -- ,� <br />rrunnr C Dz�rsm \ f / H�RANT J OFF SMH _ -- - <br />_B 8"0I W G g• SEWER TO ftEMA'N <br />4" GAS AS a" SEWER <br />6e R E <br />8 ED CP 'RA I 119* BEND <br />x� '30 3o Cy <br />g0 <br />ss" 'RCP o 8' CA VALVE <br />:AIN 6' SOLID 6' SOUD FERNCO / <br />FERNCO FERNCO FERNCO Ijt f <br />SLEEVE SEE NOTE: WATER <br />SMH -352 NOTE A : WATER SERVICES FOR ABANDONED Q <br />PORCH STA 4 +49 NO. 651 & 653 MARRETT <br />ROAD ARE LOCATED ON <br />No. 97 No. tot No. 103 SCHOOL STREET <br />NO. 93 8' PVC SCUD __p <br />. -F SLEEVE CONNECTION a= 242.13 L <br />1' L =19.0' 4 �40• <br />. Q EL =240.27 EL =23949 E 2 287 x =240.25 D =5.20 <br />L =98.0' L =21.0' D -3.55 D =100' Op9 a= 243.17 <br />D =4.70' D =7.05 <br />6 D =4.7' <br />�O• <br />SCALE 1" = 40' <br />SMH -362 <br />SEERS 294 ON <br />FILE LEXINGTON DPW <br />x- 245.53 <br />L =22.0' <br />D =3.70' x- 244.89 <br />L 8.0' <br />D --13.35 <br />8' GATE VALVE <br />SEE OET IL °8 "� <br />N0. N0. 60 <br />Ff -7 <br />1\ <br />/ LFERNCo' ' <br />G FERNCO- EXISRNG PORCH. <br />6' CLAY UN AND <br />ACROSS FRONT WALKWAY NO. 61 <br />N0: 55 a =2.7 <br />EL75240' <br />0 =5.70' <br />` EL= 242 <br />.6' <br />L =18 <br />SCALE 1" 40' <br />8' 45° BEND: {2) <br />8'CI -3 <br />�8' DI 3 >_0' <br />,0ZF4IL B <br />NOT TO SCALE <br />8' FETNCO CLAY TO PLC <br />I TO TIE IN CROSS COUNTRY <br />SEWER TO SMH -359 <br />K 1 <br />NO. 66 <br />SMH -359 <br />STA 11 +82 <br />AN04O2 TEE <br />VALVE <br />EL= 242:22 <br />L=;24.0 241.07 L -23.0' <br />' ' D -3.25' <br />8.78' <br />r N0. 70 <br />6" SOLID <br />SLEEVE <br />NO. 65 <br />w <br />FERNCO <br />N0. 89 <br />w <br />x- 239.99 <br />L 29:0' <br />0 =5:50° <br />NO. 74 <br />EAU] <br />6' SOLID f <br />SLEEVE <br />22yi• (� <br />PORCH <br />i <br />NO. 73 <br />a =2,3 <br />L =98:0` <br />W <br />O <br />m <br />Q <br />W <br />W <br />Z <br />O <br />F- <br />Q <br />Z <br />F- <br />Z <br />O <br />U <br />O <br />GE NERAL NOTES: <br />1) NEW SEWER TO BE INSTALLED IN EX {SANG SEWER ALIGNMENT. <br />2) NEW WATER TO BE INSTALLED IN NEW ALIGNMENT <br />J) FOR SEWER DEPTH INFORMA77ON SEE SPECIRCA77ONS ATTACHMENTS REPORTS. <br />4) THE NEW PVC SEWER INSTALLA770N MUST BEGIN AT UPS7REAM SEWER MANHOLE, SMH - <br />424. THE NEW SEWER PIPE IS TO BE INSTALLED IN THE DIRE077ON OF 7HE FLOW. <br />DOWNSTREAM PROJECT LIMIT IS SMH -J50. <br />5) NO SEWER SLRIOCE SHALL BE DISCONNECTED FROM THE TOWN OF LEXINGTONS SEWER <br />SYSTEM FOR LONGER THAN FOUR HOURS. NO SEWAGE MA Y BE DISCHARGED fROM 7HE <br />HOUSE S£R14CE FOR THIS PERIOD. THE CCNTRACTOR MUST DELIVER A WRITTEN N077CE <br />24 HOURS PRIOR TO THE SERVICE {N7ERRUP770N. <br />6) THE CONTRACTOR MUST N077FY DIG SAFE PRIOR TO ANY C01V57RUC770N AC770TY. <br />7) PRIOR TO ANY EXCAVAAON, THE CONTRACTOR SHALL INSTALL RL IER FABRIC BAGS FOR <br />FILTERING SILT IN THE CATCH BASINS BAGS SHALL BE INSTALLED IN ALL CATCH <br />BASINS, IN THE PROJECT AREA ON SCHOOL STREET. <br />8) ALL EXIS77NG U77LI77ES SHOWN ARE APPROXIMA7E. IT IS THE CONTRACTORS <br />RESPON5011ITY TO VERIFY THE LOCA77ON OF ALL MAIN LINE AND SERVICE CONAAEC770N <br />LOCA T70NS. <br />9) ATTACHMENT A TO SPECIFICA770N CONTRACT BOOK IS BORING LOG FOR SCHOOL <br />STREET. <br />10) ATTACHMENT B TO SPECIRCA7701V CONTRACT BOOK IS SEWER LINE INSPECAON <br />WHICH SHOWS LOCATION OF SEWER SERVICE LOCA77ONS <br />11) ATTACHMENT C TO SPECIRCA77ON CONTRACT BOOK IS MANHOLE INSPEC770N <br />REPORT SHOWING DEPTHS OF MANHOLES TO BE REBU {LT. <br />6' WATER. MAN ABANDONED <br />REMOVE 8 GATE VALVE BOX <br />FOUND EXISTING 8'xe)C TEE <br />EXISTING 6° GATE VALVE <br />EXISTING 6' 45' BEND <br />TO 6' GATE VALVE <br />8' END CAP CONNECTED TO 45' BEND <br />HEADING TO SD400L. STREET <br />DE.74IL -4 <br />NOT TO SCALE <br />STONE WALL <br />GUARD RAIL <br />RETAINING WALL <br />6°A <br />{9 TREE <br />LEGEND: <br />GRAPHIC SCALE <br />EXISTING <br />PROPOSED <br />o 0 o <br />60 <br />o <br />STONE BOUND <br />O <br />DRAIN MANHOLE <br />Os <br />SEWER MANHOLE <br />(1x FEET ) <br />© <br />ELE07RIC MANHOLE <br />1 lacn = ao tL <br />© <br />TELEPHONE MANHOLE <br />❑ <br />CATCH BASYN <br />N <br />WATER VALVE <br />N <br />WATER SERWCE SHUTOFF <br />R7RE HYDRANT & GATE <br />°Q,UP 58 -64 <br />U77LITY POLE <br />`Q,UP 58 -64 <br />oa <br />GAS VALVE <br />SIGN <br />#D <br />TRAFFIC LIGHT POLE <br />CONTA4CT 08 <br />-46 <br />12" <br />STORM DRAIN <br />12"o <br />6 <br />GAS MANN <br />e'c s <br />SANITARY SEWER <br />s <br />S OOL J Y LL1 <br />js <br />AY #A) ? <br />O i6 °1q <br />STONE WALL <br />GUARD RAIL <br />RETAINING WALL <br />6°A <br />{9 TREE <br />