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HomeMy WebLinkAboutRW-453aME O -1 W m W W (n Z O F- Q Z Z O v O LI­ 1E=2 39 . 9 L =29:0' D =5.50° N0. 74 m 22'A° F-T-PO-R-CHTJ NO. 73 w M, W W W W (fJ Z O Q Z I- Z O O EK O Ll- �� MACNgTIC 8'x8'x8' ANCHOR TEE x= 239.82 20.0' 26 6' GATE NT VALVE LL 23.0' 11 L -24.0' D =4.60' D =3.15 0 =4.15' EL= 239.30 L =21.0' D =3.9' 8 GATE VALVE N0. 78 NO. 80 DMHy2 NO. 86 N0. 88 STA 2 +35 5 (IN00UT =249.00 FERNCO (;NV.'OUI 240.58 FERNCO SMH -357k t2 "PVC a 2 +`6�+Lv� SLEW S, STk 8 +651 V SMH -361 STA 0 +00 V PVC FERNCO 8" " PVC FERNCO PIPE ! NO. 79 N0. 75 EL =238.85 L D -95.0` 5 25 EL =239:96 L =15.0' D_4,45' CB -1 (INV.)OUT 24165 CB -2 (INV.)OUI= 241.54' 11x° BEND CB (- (INO)OUT -2 ?0AI EL= 237.59 L =26.0° D =3s' NO. 92 - 8° 22Y° BEND _1 H#1 �EDMH STA Q +OC � STA0 YAf/ STA 0 +52.5 , �TA 77 +2�.5 PIPE RCP -T2 "PVC D 6' SOLID C8 6' SOLI QNV_)OUT= 240.93 SLEEVE SLEEVE / NO. 87 NO. 83 EL= 238.39 / x-238:52 LL -19.0° D=6.0 L DD--5.3V j/ 40 L CB -1 (IN %)CUT 240.70' C8 -2 (INV)OUT= 240:67' 400 8' CLAY TO PVC LF AFTER SMH -361 TIE IN SCHOOL STREET TO NEW 8' 01. WATER MAN 2 -8' 45' BENDS 1 HYMAX COUPLING ND � NO. 48 NO. 50 SMH- 36e NATURAL GAS REGULATOR STA11ON 8' FERNCO CLAY To PVC TO CONNECT NEW SEWER NO. 41 MAN 5.0 LF OFF SMH -360 N0. 47 SMH 8' SEWER RETAINED SMH STA 60 TO SMH. 61 SEE RS ON ' FILE LEXINGTON DPW SEE RS PLANS ON FILE LEXINGTON DPW 8' FERNOO CLAY TO PVjE IN ROWIN 45 ' NO. 96 MOO 7 TIE IN SCHOOL STREET TO ROLLING LANE 8' 22%' BEND 2-8' 45'.BEND 8' 45 BEND r Or GATE VAL 8' HYMAX COUPUNG 8'x8°tc° 1EEVE 6' GATE VALVE �W GATE VALVE 10°x8' REDUCER 10' HYMAX COUPLING �a a= 239.54 L =28.0 93 L =29 0' x=239.22 a- 241.16 L L =28.0 D -8.85' L= 25.01' L_22.0' D =5.80' D -7.36' D= 6.45' .120 NO. toe SMH -350 No. t t o STA 0 +00 SEE DIE 1L °A° NO. 106 pp, tt5 FOUND VC SEWER SERVICE 10' WATER MAIN RETAINED SEE RS PLANS ON SMH -351 DIRECTLY INTO 9411 -350 FILE LEXINGTON DPW STA 1 +99.5 8' FERNOO CLAY TO '8' GATE VALVE I PVC TO CONNECT NEW --`0 SMH -349 FERNCO CSC [f1RNC0l /-FERNCO SEWER MAIN 5.0 LF -- ,� rrunnr C Dz�rsm \ f / H�RANT J OFF SMH _ -- - _B 8"0I W G g• SEWER TO ftEMA'N 4" GAS AS a" SEWER 6e R E 8 ED CP 'RA I 119* BEND x� '30 3o Cy g0 ss" 'RCP o 8' CA VALVE :AIN 6' SOLID 6' SOUD FERNCO / FERNCO FERNCO FERNCO Ijt f SLEEVE SEE NOTE: WATER SMH -352 NOTE A : WATER SERVICES FOR ABANDONED Q PORCH STA 4 +49 NO. 651 & 653 MARRETT ROAD ARE LOCATED ON No. 97 No. tot No. 103 SCHOOL STREET NO. 93 8' PVC SCUD __p . -F SLEEVE CONNECTION a= 242.13 L 1' L =19.0' 4 �40• . Q EL =240.27 EL =23949 E 2 287 x =240.25 D =5.20 L =98.0' L =21.0' D -3.55 D =100' Op9 a= 243.17 D =4.70' D =7.05 6 D =4.7' �O• SCALE 1" = 40' SMH -362 SEERS 294 ON FILE LEXINGTON DPW x- 245.53 L =22.0' D =3.70' x- 244.89 L 8.0' D --13.35 8' GATE VALVE SEE OET IL °8 "� N0. N0. 60 Ff -7 1\ / LFERNCo' ' G FERNCO- EXISRNG PORCH. 6' CLAY UN AND ACROSS FRONT WALKWAY NO. 61 N0: 55 a =2.7 EL75240' 0 =5.70' ` EL= 242 .6' L =18 SCALE 1" 40' 8' 45° BEND: {2) 8'CI -3 �8' DI 3 >_0' ,0ZF4IL B NOT TO SCALE 8' FETNCO CLAY TO PLC I TO TIE IN CROSS COUNTRY SEWER TO SMH -359 K 1 NO. 66 SMH -359 STA 11 +82 AN04O2 TEE VALVE EL= 242:22 L=;24.0 241.07 L -23.0' ' ' D -3.25' 8.78' r N0. 70 6" SOLID SLEEVE NO. 65 w FERNCO N0. 89 w x- 239.99 L 29:0' 0 =5:50° NO. 74 EAU] 6' SOLID f SLEEVE 22yi• (� PORCH i NO. 73 a =2,3 L =98:0` W O m Q W W Z O F- Q Z F- Z O U O GE NERAL NOTES: 1) NEW SEWER TO BE INSTALLED IN EX {SANG SEWER ALIGNMENT. 2) NEW WATER TO BE INSTALLED IN NEW ALIGNMENT J) FOR SEWER DEPTH INFORMA77ON SEE SPECIRCA77ONS ATTACHMENTS REPORTS. 4) THE NEW PVC SEWER INSTALLA770N MUST BEGIN AT UPS7REAM SEWER MANHOLE, SMH - 424. THE NEW SEWER PIPE IS TO BE INSTALLED IN THE DIRE077ON OF 7HE FLOW. DOWNSTREAM PROJECT LIMIT IS SMH -J50. 5) NO SEWER SLRIOCE SHALL BE DISCONNECTED FROM THE TOWN OF LEXINGTONS SEWER SYSTEM FOR LONGER THAN FOUR HOURS. NO SEWAGE MA Y BE DISCHARGED fROM 7HE HOUSE S£R14CE FOR THIS PERIOD. THE CCNTRACTOR MUST DELIVER A WRITTEN N077CE 24 HOURS PRIOR TO THE SERVICE {N7ERRUP770N. 6) THE CONTRACTOR MUST N077FY DIG SAFE PRIOR TO ANY C01V57RUC770N AC770TY. 7) PRIOR TO ANY EXCAVAAON, THE CONTRACTOR SHALL INSTALL RL IER FABRIC BAGS FOR FILTERING SILT IN THE CATCH BASINS BAGS SHALL BE INSTALLED IN ALL CATCH BASINS, IN THE PROJECT AREA ON SCHOOL STREET. 8) ALL EXIS77NG U77LI77ES SHOWN ARE APPROXIMA7E. IT IS THE CONTRACTORS RESPON5011ITY TO VERIFY THE LOCA77ON OF ALL MAIN LINE AND SERVICE CONAAEC770N LOCA T70NS. 9) ATTACHMENT A TO SPECIFICA770N CONTRACT BOOK IS BORING LOG FOR SCHOOL STREET. 10) ATTACHMENT B TO SPECIRCA7701V CONTRACT BOOK IS SEWER LINE INSPECAON WHICH SHOWS LOCATION OF SEWER SERVICE LOCA77ONS 11) ATTACHMENT C TO SPECIRCA77ON CONTRACT BOOK IS MANHOLE INSPEC770N REPORT SHOWING DEPTHS OF MANHOLES TO BE REBU {LT. 6' WATER. MAN ABANDONED REMOVE 8 GATE VALVE BOX FOUND EXISTING 8'xe)C TEE EXISTING 6° GATE VALVE EXISTING 6' 45' BEND TO 6' GATE VALVE 8' END CAP CONNECTED TO 45' BEND HEADING TO SD400L. STREET DE.74IL -4 NOT TO SCALE STONE WALL GUARD RAIL RETAINING WALL 6°A {9 TREE LEGEND: GRAPHIC SCALE EXISTING PROPOSED o 0 o 60 o STONE BOUND O DRAIN MANHOLE Os SEWER MANHOLE (1x FEET ) © ELE07RIC MANHOLE 1 lacn = ao tL © TELEPHONE MANHOLE ❑ CATCH BASYN N WATER VALVE N WATER SERWCE SHUTOFF R7RE HYDRANT & GATE °Q,UP 58 -64 U77LITY POLE `Q,UP 58 -64 oa GAS VALVE SIGN #D TRAFFIC LIGHT POLE CONTA4CT 08 -46 12" STORM DRAIN 12"o 6 GAS MANN e'c s SANITARY SEWER s S OOL J Y LL1 js AY #A) ? O i6 °1q STONE WALL GUARD RAIL RETAINING WALL 6°A {9 TREE