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HomeMy WebLinkAboutRW-476-3Q m 2 / is qA riF EXIST. DMH FB ti/ ' TF 6 202.78' 8��QINV. IN S)=199.3'("CLAY) QN INV. IN(E)= 197.3- (12" REINFORCED CONCRETE) (15" REINFORCED CONCRETE)4C INV. IN(E)= 197.0 4 %R;�opS; 'INV.OUT(VV)=196.1'(18"REI ORCEDCONCRETE) ,O .0 01>1 l ✓ONIV GOON/F / EXIST.'CL' CB C / 303 RlA PAS \ TF=201.25' V OwF4 SARI / V.OUT(S)=199.4' (6" AC) 0884 P ST Nl SUMP=199.4' EXIST. D (SILT ) 0p46 / T - .34' INV. IN=N.F. CONNECTED TO INV.OUT=N.F. BURLINGTON PHASE 2A / WORK BY OTHERS \ \ WITH SOLID SLEEVE EXIST. DMH \ f TF = 202.80' NOT ACCESSIBLE LIMIT OF MILL � AND OVERLAY v Br1ck Wall EXIST. DMH TF = 202.14' V. IN(N)= 198.7 (6" AC) Qjf s NV. T=N.F.(FLOODED) 07/� / SUMP=198.24' 6 h � EXIST. SMH Ly' TF = 202.58 41"AC) \� INV. IN(NVV)=188. INV.IN(N E)=195.9'(8" Y) OC\J0 INV.IN(N) = 196.9' (6" CLA INV.OUT(SE) = 188.0' (14" AC) y- cr <� EXIST. S H i /��i�� �i� I�N(N) = 1877(B.. 87.7 (8" TF _2.S LAY) INV.IN(E) = 193.9' (12" CLAY) 29 ti �NV.IN(SE) = 194.3' (8" CLAY) 8 INV.IN( VV)=187.7'(14"AC) INV.OUT(SE) = 187.7 (14" AC) � sOA ° 90 Tc�'�O N/F JUSTIN & ARENSON REBACCA KEENAN 162 MAPLE ST \ / V. 70638 P. 0046 EXIST. DMH \ / TF=19 INV. IN(SE)= 192.3' (12" REINFORCED CONCRETE) INV. IN(NE)= 192.4' (15" REINFORCED CONCRETE) U INV.OUT(SVV)= 190.8' (15" REINFORCED CONCRETE) N LL _0 EXIST.'CL' CB O TF=191.07 I� INV.OUT(SE)= 187.4' (15" REINFORCED CONCRETE) SUMP=187.0' 0 od w Q z`�Q(-o Z2t� ON Q~(nw o wcox Z uj -i � Q Bit. Drie rn PA to] r W 7 G �W oW- 16-1 G 08 Apple 0, I XIST. 'CL' CB IN- \ 202.23' INV.OUT(N)= 199.3' (6" CLAD N/F N/F / SUMP=199.3' I GIDEON LEE & IRENE FUND JOHN & LORYANN D'AGOSTINO 285 LOWELL ST I 281 LOWELL ST V. 27274 P. 0487 /�EXIST.'CL'CB V. 74032 P 0493 N/F TF=203.94' I CONNECTED TO EXISTING 1 / INV.OUT(VV)=199.8'(12"REINFORCEDI ONCRETE) VIVEKRAJ DEVARAJ & SUMP=199.8' / SERVICE LINES EXISTS H I IN OU SAPANANARENDRAVARAIYA N: 2987029.853 TV.IN(S SUMP=196.8' 277 LOWELL ST N/F INV.IN(SE) 195.3' (8" C 303 LOWELL E: 738250.661 NV.IN(NE)=198.6'(6" LAY) V. 71827 P. 0179 SMH INV.OUT(N - 19 (8" CLAD EXIST. S H 2.57 V. P. EXIST . DMH INV.OUTIMV 1 .3' (8" CLAD /-EXIST. 1 -) = 194.7'(8" CLAD TF = 00.93- 0.93'T(S)=194.7(8"CLAD T(S) = 1947 (8" CLAY) (BOLTED, NOT ACCESIBL 24" ID Oak I (� X.'CL'CB F 200.83' Q" U LTED) p c LIMIT OFMILLO k AND OVERLAY12 S ID Ce Oa 62' °' (; °D Wo W II Cher O co O - sC/dy ® J _ a LOWELL ST ET e6 N I Wold 12" S ruc > 20" �� m WaI o Stone I S V K,\().\ Ic� 1 4+00 = 195.5'(6" CLAD NW) =195.5' (8" CLAD -2 24" N/F 267 LOWELL ST V. P. N/F \ LEXINGTON CHRISTIAN ACADEMY / \ L ST v V INV. IN((` N: 2986760.719' 0036 / N/ INV gUT(S N: 2986827.289' E: 738536.244' 25 /q j OP 5 E: 738493.887' V E18lv 0pF QST / 13 16" , REMOVED AND \. REPLACED EXISTING / o HYDRANT (TYP) / EXIST. 'CI a/ TF=18 INV. IN E)= 184.0'(6" C INV.OUT(SVV)=184.1' (12" REINFORCED CONCR 3t WoodFenc 'o= N: 2986978."mN: 298 N: 2986568.926' .MH 6899.665' �2 E: 738644.39 118' m 0 ruc )° 18/ + 1) E: 738337.20(IST E: 738426NV.I (NVV)� �CLA Y) pr \e 200.66 NV. UT(SI(14"AC) 4 M INV.I VV) = 185.6' 14" AC) T G� _ %x o 8 illrive STA 2+57 INV.OUT( = 5.6' ( 5" REI FORCE CONCRETE) 4J , 0 co 11.25° BEND OH yFe c v \ SEXIST. SMH O M \ �Q ° ioSTA 0+65 8" SEWER PER TOWN EXIST.'CC CB / m 9 w J c 2 1 193.2' (6" CLAY) TF = 200.11' 22.500 BEND 186.8'(14"AC) RECORD MAPPING, NOT INV. IN(E)=198.4'(8°c AY INV.IN(E)=194.5'(8"CLAY) INV.OUT(NVV)=198.2'("CORRU TE HDPE PIPE) EX T.S 15� OUND IN FIELD 8+0 NV.OUT(SE)=186.8'(14"AC) SUMP=198.2' T =999.66 u INV. (NVV)= 1 5.6' (15" REI FORCED CONCRETE) STA 0+41 N: 2987088.014' REMOVED AND REPLACED NVUOUT(SE) 185.6'(14"A ) 22.500 BEND TFI=1. E: 7381 54.699' 16 -INCH LEXINGTON WATER Bit. INV.IN = HDPE PIPE) MAIN N/F I / STA 6+86 / / STA 0+05 NV.OUT(VV=195.2'(12") ALEX KOH &LOIS YONG UTHPALA SENEVIRATNE N/F 16"X6" HYDRANT TEE O�Q ooaF 16" GATE VALVE SUMP=189.5' \ 282 LOWELL ST I & THAKSHILA I LYNNE E KERAMATYhCe . 29871 07.998 V. 69142 P. 0527 DISSANAYAKE RALLAGE 2014 REVOCABLE TRUST N: 2986655.063' EXIST96.6 CB 278 LOWELL ST 272 LOWELL ST EXIST. SM E: 738100.403'=lssss' N: 2987089,89g' N/F \ I I E: 738596.556 TF -191.3 S I .IN(E)=191.9'(12") BARBARASMITH V. 66716 P. 0042 V. 73949 P. 0544 N/F )= 2.r (e CLAY) (� IN UT(VV)=191.9' CED CONCR E: 738130.573' SY-HWA CHEN& INV.IN(N 181.6'14"AC) SUM = 288 668 P. 0 9 _ SHUEH-LING CHIU 268 Nv.our(E)=181(14"Ac) Q� EXIST. 'CL' CB \ V. 33668 P. 0390 LOWELL ST MIN�BI N/P TF = 196.88' � INV.OUT(NVV)= 191.8' (12" REINFOR ED CONCR E) / & P SUMP=191.8'V. 31802 P. 0595 ` 2 Alv y EXIST.'CL'CB JAMES&DEBORA HANKINS / V 630 6P<<ST HBN TV.IN(E= / / PLAN \ 2p13 G INV. IN(E)= 189.0' (12" REINFORCED CONCRETE) 294 LOWELL ST � \ INV.OUT(VV)= 188.5' (12" R ORCED CONCRETE) V. 17474 P. 1986 FQ /V/F SUMP=187.5' \/ \ '4, R(3' / \ NFRRyNF)wM / 1"= 40'-0" HORIZONTAL <sa<OwF� 1440/V 0 40 100 200 184.0' (8" CLAY) MMMMJ FEET / \ 1"= 4'-0" VERTICAL PA It, 205 CONTRACT NO.: 6522 CAD FILE NO.: C-1 TO C-6 R°Es DRAWING NO. FMASSACHUSETTS Pso WATER RESOURCES AUTHORITY c� NORTHERN EXTRA HIGH -SECTION 63 ACCESSION NO.: N/A SECTION NO.: 6 �(D CO Lu 3:1 LuJ (n w X z EXISTING ROADSURFACE Lu_ 200 200 STA 0+40 22.5° BEND 16" DIP 195 4N.Sl I I STA 2+57 11.25° BEN STA 0454 22.5° BEND 190 190 � (I (D LU F- v� STA 6+86 Q 16"X6" TE E 185 (j C4 \ v �0) w Lu 3:= Lu J (n w 180 w z 180 M N 0) co r co + + 175 Q w 175 0+00 1+00 2+00 3+00 4+00 PROFILE 5+00 6+00 7+00 c z Q T- o U Z T c6 Z O U Z X Lu J I O O t co Q 8^ X24„ Tulip c 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-6 R°Es DRAWING NO. FMASSACHUSETTS Pso WATER RESOURCES AUTHORITY NORTHERN EXTRA HIGH -SECTION 63 ACCESSION NO.: N/A SECTION NO.: 6