Loading...
HomeMy WebLinkAboutRW-476-4, EXIST. YD TF = 196.63' JV. IN(NE)= 192.4' (6" CLAY) .OUT(SW)= 192.2' (6" CLAY) SUMP=192.2' N: 2986434.129' E: 738706.572' Z 9nce = Bit. 8,- ~ X24Drive " Tulip (8"CL,Q¢ N/F E HERMAN & Y RICHMOND OWELL ST Q T- C) U z r z O z X LU J O O 00 Q W LU z J T- C) U Q 200 N/F DOWARD L JR & NANCY L BARTER \ 4 FAIRLAWN LN EXISTDMH V. 12023 P. 0653 . TF = 188.23' INV. IN(W)= 181.0' (12" REINFORCED CONCRETE) EXIST.'CU CB TF = 186.69' 1 V.OUT(SE)= 184.4' (12" REINFORCED CONCRETE) SUMP=183.8' N/F N/F ROBERT T. & ERICA M. TRUXLER ROBERTS. BURGE TRUSTEE 239 LOWELL ST 249 LOWELL ST V. 66661 P. 0365 V. 74034 P. 0148 EXIST. DMH TF - 187.06' INV. IN(SW)= 181.1' (12" REINFORCED CONCRETE) STA 8+75 IN .OUT(E)= 181.2' (12" REINFORCED CONCRETE) 16" GATE VALVE EXIST. DMH STA 8+77 TF = 188.92' TEE 16°X8„ INV. IN(SE)= 184.9' (12" REINFORCED CONCRETE) INV. IN(SW)= 181.6' (12") N: 2986476.806 INV. UT( E)= 181.4'(12" REINFORCED CONCRETE) E: 738695.716' N: 2986390.541 E: 738744.387' U a� L` Bit. Conc. n,1„. _ Drive 1 1 N/F RYAN D MACK & NADIA HAQ 20 WHEELER RD 9-C V. 63325 P. 0553 �dy 10" Clay e S S N STSMH �- y` TF = 189.59 INV.IN(SE)= 181.6' (10" CLAD N/F 1NV.IN(N)=186.0'(8°CLAY) PHILIP BRINK MAN INV.OUT(SVV)=181.6'(10"CLAY) LU 2 FAIRLAWN LN o z N/F V. 15185 P. 0231 Q Nf BRIAN E & JOAN E HEFFERNAN Z223 OF MILL CHEN & LINr ^^ ^ 223 LOWELL ST 3: REMOVED AND REPLACED Q > AND OVERLAY 227 LOWELI 7ggq� p ! 16 -INCH LEXINGTON WATER MAIN INV. IN(NVV)=183.5'(11t)1 EXIST.' N: 2986302.506' <INV.OUT CONNECTED TO EXISTING INV u E: 738790.395 D CONCRET) - - - SUM e2.a FAIRLAWN LANE WATER MAIN sum = STA 12+06 EXIST. SM 8" GATEVALVE(TYP) CD TF=186 6 16"X8"TEE INV.1 E)- INV (NW)=180.2'(14"AC) STA 12+04 1 .OUT(SE) =180.2' (14" AC) 16" GATE VALVE N 39 N: 2986041.23 ' rive E: 738945.2 433 Bit R 4 0 CO, o y S X31 hovecar2ne 1A n" n� 11+00R1 r �f 7�. 13+00g/-AR9'- nH� A/ EXIST.'CL' CB CHRISTOPHER1012 TF = 187.59' V. IN(N )= 184.0'(6" CLAY) ZEINFO CED CONCRETE) SUMP=183.7' 16" GATE VALVE pa le Vinyl Fence Bit \ Bi . 28" J 4 I40" MH 70 O I Maple STA 11+74 ve N: 2986235.375' O :I ` = 1 1 a ,c) 14' "APP N: 2986145.533 16"X6" HYDRANT TEE E: 738833.335' EXIST. SMH W) = i C LAY) 00 EXIST. MH E: 738 86.655' IT E) Qp�j c 14" AC) G7 TF .10 INV.IN(N - "AC) U) ��O Z 9nce = Bit. 8,- ~ X24Drive " Tulip (8"CL,Q¢ N/F E HERMAN & Y RICHMOND OWELL ST Q T- C) U z r z O z X LU J O O 00 Q W LU z J T- C) U Q 200 N/F DOWARD L JR & NANCY L BARTER \ 4 FAIRLAWN LN EXISTDMH V. 12023 P. 0653 . TF = 188.23' INV. IN(W)= 181.0' (12" REINFORCED CONCRETE) EXIST.'CU CB TF = 186.69' 1 V.OUT(SE)= 184.4' (12" REINFORCED CONCRETE) SUMP=183.8' N/F N/F ROBERT T. & ERICA M. TRUXLER ROBERTS. BURGE TRUSTEE 239 LOWELL ST 249 LOWELL ST V. 66661 P. 0365 V. 74034 P. 0148 EXIST. DMH TF - 187.06' INV. IN(SW)= 181.1' (12" REINFORCED CONCRETE) STA 8+75 IN .OUT(E)= 181.2' (12" REINFORCED CONCRETE) 16" GATE VALVE EXIST. DMH STA 8+77 TF = 188.92' TEE 16°X8„ INV. IN(SE)= 184.9' (12" REINFORCED CONCRETE) INV. IN(SW)= 181.6' (12") N: 2986476.806 INV. UT( E)= 181.4'(12" REINFORCED CONCRETE) E: 738695.716' N: 2986390.541 E: 738744.387' U a� L` Bit. Conc. n,1„. _ Drive 1 1 N/F RYAN D MACK & NADIA HAQ 20 WHEELER RD 9-C V. 63325 P. 0553 �dy 10" Clay e S S N STSMH �- y` TF = 189.59 INV.IN(SE)= 181.6' (10" CLAD N/F 1NV.IN(N)=186.0'(8°CLAY) PHILIP BRINK MAN INV.OUT(SVV)=181.6'(10"CLAY) LU 2 FAIRLAWN LN o z N/F V. 15185 P. 0231 Q Nf BRIAN E & JOAN E HEFFERNAN Z223 OF MILL CHEN & LINr ^^ ^ 223 LOWELL ST 3: REMOVED AND REPLACED Q > AND OVERLAY 227 LOWELI 7ggq� p ! 16 -INCH LEXINGTON WATER MAIN INV. IN(NVV)=183.5'(11t)1 EXIST.' N: 2986302.506' <INV.OUT CONNECTED TO EXISTING INV u E: 738790.395 D CONCRET) - - - SUM e2.a FAIRLAWN LANE WATER MAIN sum = STA 12+06 EXIST. SM 8" GATEVALVE(TYP) CD TF=186 6 16"X8"TEE INV.1 E)- INV (NW)=180.2'(14"AC) STA 12+04 1 .OUT(SE) =180.2' (14" AC) 16" GATE VALVE N 39 N: 2986041.23 ' rive E: 738945.2 433 Bit R 4 0 CO, o y S X31 hovecar2ne 1A n" n� 11+00R1 r �f 7�. 13+00g/-AR9'- nH� A/ 01 A All V= 40'-0" HORIZONTAL 0 40 100 200 FEET 0 4 8 10 20 1"= 4'-0" VERTICAL EXIST. SMH EXIST.'CU CB TF = 185.66 TF = 185.23' INV.IN(VV) = 180.6' (8" CLAY) INV. IN(NE)= 180.8' (10" CLAY) INV.IN(NW) = 178.0' (14" AC) V INV.OUT(SW)= 179.7'(10" CLAY) INV.OUT(SE)=178.0'(14"A( REMOVED AND REPLACED EXISTING HYDRANT (TYP) F N /AMIE COHEN &RISHI VAS ANI VIJAY PARTH SARATHY & 219 LOWELL ST USHANANDINI AGHAVEN V. 71903 P. 011 213 LOW LL ST V.69019 P.0494 N: 985972.830' 10" E: 8984.080' Apple 20"o >1. �Nlapl b " Maple Bit4 Q gwood C Drive 15+00,n W-16+00_rnv' EXIST. SMH TF = 186.98 INV.IN(N W) = 178.7' (14" AC) INV.OUT(SE) = 1787 (14" AC) N/F CHRISTOPHER1012 PALMER 209 LO A 8+79 16" GATE VALV 8 O O 16" GATE VALVE pa le Vinyl Fence Bit \ Bi . 28" J 4 0N 4" _ExIsr SMH Drive STA 11+74 ve N: 2986235.375' Drive Maple I Apple O TF =1 8.00 INV. IN NW)= 183.2' (6" LAY) 14' "APP N: 2986145.533 16"X6" HYDRANT TEE E: 738833.335' EXIST. SMH C) INV.O T(SE) = 183.2' (8" CLAY) 10" EXIST. MH E: 738 86.655' TF=185.66 Qp�j c pple TF .10 INV.IN(N - "AC) ve °j v� ��O 8" GATE VALVE(TYP) Ex1sr. INV.OU SE) = 180.5' (14" AC) EXISTS H TF 8 INV.IN(S)=181.2'(8"CL Y) INV.OUT(E)=181.r(e"CIL Y 07 I TF = 187.24 INV.IN(NW) = 181.8' (8" CLAY) LEXINGTON MAIN PLAN & PROFILE 2 STA 8+00 TO 17+00 CONNECTION TO EXISTING REINFORCED CEDCONNCRETE) CONNECTED TO EXISTING N/F Nv.our(sE)=181.e'(e"CLAY) G ROAD SURFACE 1 APR 2024 SES DSB RECORD DRAWING BRYANT ROAD WATER MAIN REINFORCED CONCRETE) SERVICE LINES L & SAMANTHI A PERERA I INV.OU7(NE)=179.9' (12") 232 LOWELL ST N/F N/F - - - EXISTI V. 52248 P. 0251 EKATERINA KINTSURASHVILI & US BANK NATIONAL ASSOC I LIMIT OF MILL VAJA CHIPASHVILI TRUSTEE AND OVERLAYEXI N/F DMH (PER RECORD) 7P. 218 LOWELL ST N/F NOT FOUND (PAVED OVER) NOT F V. 35501 0 47 I BANUMATHU SANKARAN & SAMIR KUMAR KHIEM KWIE & SUMIRKO S K OEI V. 70612 P. 0491 16' 9 RRYDNT Rn me i r Al^ i i cT I 01 A All V= 40'-0" HORIZONTAL 0 40 100 200 FEET 0 4 8 10 20 1"= 4'-0" VERTICAL EXIST. SMH EXIST.'CU CB TF = 185.66 TF = 185.23' INV.IN(VV) = 180.6' (8" CLAY) INV. IN(NE)= 180.8' (10" CLAY) INV.IN(NW) = 178.0' (14" AC) V INV.OUT(SW)= 179.7'(10" CLAY) INV.OUT(SE)=178.0'(14"A( REMOVED AND REPLACED EXISTING HYDRANT (TYP) F N /AMIE COHEN &RISHI VAS ANI VIJAY PARTH SARATHY & 219 LOWELL ST USHANANDINI AGHAVEN V. 71903 P. 011 213 LOW LL ST V.69019 P.0494 N: 985972.830' 10" E: 8984.080' Apple 20"o >1. �Nlapl b " Maple Bit4 Q gwood C Drive 15+00,n W-16+00_rnv' EXIST. SMH TF = 186.98 INV.IN(N W) = 178.7' (14" AC) INV.OUT(SE) = 1787 (14" AC) N/F CHRISTOPHER1012 PALMER 209 LO ST V. 6062 O O NORTHERN EXTRA HIGH - SECTION 63 DRAWING NO. C-2 5 of 12 i�cv W�Q : SECTION NO.63 16" 1A it. Maple ve °j v� p Bit. a �\\D 190 185 HJ 17+00 Drive nF m z' io Bit 6"v N N: 2985868.977' Dr6 14„ Hemlocks ` ' r E: 739042.574' EXIS . SMH 8 817 _ TF= 86.19 Hemlock �16" A� INV.OUT(N =182.3'(14") INV.I (SE)=181.5'(14") Maple Q INV.O TM = 181.5' 18" CLAY) EXIST. DMH TF=185.38' N: 2985822.572' INV. IN(N)= 79.5' (12" REI CONCRETE) E: 739048.261 INV. IN(NW)=180.9'(12"REINFORC CRETE) INV. IN(NW)= 179.5' (12" REINFORCED CO CRETE) INV.OUT(SE)= 179.1' (15" REINFORCED C NCRETE) _ . ' mpg _-- S. M _ N: 2985781.741 cQ E: 739091.647' C � I EXIST. DMH N/F 2'F 185.41' INV. IN(NE)= 179.6- (10" CLAY) RINGO K CHUNG & THERESA S YO NG INV.OUT(S)= 179.5' (12" REINFORCED CONCRETE) 210 LOWELL ST 200 195 CONTRACT NO.: 6522 CAD FILE NO.: C-1 TO C -6o RCEs p P MASSACHUSETTS WATER RESOURCES AUTHORITY � 9SSACHUSE� NORTHERN EXTRA HIGH - SECTION 63 DRAWING NO. C-2 5 of 12 ACCESSION NO.N/A : : SECTION NO.63 DATE: APR 2024 SCALE: AS NOTED DESIGNED BY: KRR DRAWN BY: JMN16-INCH CHECKED BY: RKW APPROVED BY: DSB 190 185 N 0) W 00 LU J C0 w Luz w- PREPARED BY: BLACK & VEATCH 01, LEXINGTON MAIN PLAN & PROFILE 2 STA 8+00 TO 17+00 N 0 w 00 J w X> LU G ROAD SURFACE 1 APR 2024 SES DSB RECORD DRAWING 190 TA 8+77 FEE REVISION Nw wm w X Lu m J > z 1 EXISTI cow �00 w w k w 'o w -i > ? + "X6" HYDRANT TE 16' DIP 180 180 STA 8+75 STA 8+79 16" GATE VALVE 16" GATE VALVESTA 12+08 STA 12+04 16" GATE V LVE 1 " GATE VALVE STA 12+06 16"X8" TEE 175 170 170 8+00 9+00 10+00 11+00 12+00 13+00 PROFILE 14+00 15+00 16+00 Q T- C) U z z O z X LU J O O Q W LU z_ J 2 Q 17+00 11f 36" Maple TF = 187.47 INV. IN(NW) INV. IN(NW) INV. IN(N)= INV.OUT(SE NOTES: 1) NORTH ORIENTATION AND COORDINATES REFER TO MASSACHUSETTS GRID SYSTEM NAD 83. 2) ELEVATIONS ARE BASED ON BOSTON CITY BASE (BCB) DATUM. THE BCB DATUM ELEVATION IS 6.46 FEET EQUALS 0.00 FEET NAVD 88 MEAN SEA LEVEL. 3) THE PROPERTY/BOUNDARY LINES DEPICTED HEREON ARE COMPILED FROM GIS DATA AND OTHER SOURCES. THESE LINES ARE NOT TO BE CONSTRUED AS A BOUNDARY OPINION AND ARE SUBJECT TO CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. 4) NOT ALL IMPROVEMENTS ARE SHOWN. REFERENCE: CONTRACT NO.: 6522 CAD FILE NO.: C-1 TO C -6o RCEs p P MASSACHUSETTS WATER RESOURCES AUTHORITY � 9SSACHUSE� NORTHERN EXTRA HIGH - SECTION 63 DRAWING NO. C-2 5 of 12 ACCESSION NO.N/A : : SECTION NO.63 DATE: APR 2024 SCALE: AS NOTED DESIGNED BY: KRR DRAWN BY: JMN16-INCH CHECKED BY: RKW APPROVED BY: DSB PREPARED BY: BLACK & VEATCH 01, LEXINGTON MAIN PLAN & PROFILE 2 STA 8+00 TO 17+00 1 APR 2024 SES DSB RECORD DRAWING NO. DATE BY CHK'D REVISION