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HomeMy WebLinkAboutRW-476-5, W) = 178.7' (14" AC) '(SE) = 178.7 (14" AC) N/F STOPHER 4 PALMER 209 LO _ ST V. 606Z O 012 O Q 16" N ap ro' � a wPI Bit. 0 17+00 Drive N/F SAVASH & OLIVA KALAY 203 LOWELL ST V. 64225 P. 0379 EXIST. SMH TF = 188.54 INV.IN(NVV)- 78.2' (14" AC) INV.OUT(SE) = 78.2' (14" AC) N: 2985694.659' A, E: 739140.673' C 36" 50" Bit. STA 19+00 Maple Mapl Drive 16" GATE VALVE Q Vin I Fen 18+00 nH W W q co $TT9+02 Z Bit. Curb = -TEE 16"X8" Driv F U; N: inyl ence EXIST.'CL'CB 2985781.741' m o� TF = 187.85' E: 739091.647' INV.OUT(S)=184.4' (8" PVC) ST) TEE SUMP=184.4' c C IEXIST o .'CL' CB �- TF -188.89' I INV.OUT(SVV)= 186.9'(8" PVC) DESIGNED BY: KRR DRAWN BY: JMN CHECKED BY: RKW APPROVED BY: DSB SUMP=182.8' m EXIST, DMH Bit. Drive l TF = 187.47' INV. IN(NW)= 182.0' (12" REINFOR ED CONCRETE) 16 -INCH LEXINGTON MAIN PLAN & PROFILE 3 STA 17+00 TO 26+00 INV. IN(NW)= 178.9' (15" REINFOR ED CONCRETE) INV. IN(N)= 182.8' (8" CLAD INV.OUT(SE)= 178.8' (15" REINFOR ED CONCRETE) .SA S YO NG 1 ;T RECORD DRAWING 17 N: 2985085.650' W 11,1 I N/F 1.11 n NICHOLAS A & TATIANA L STAMOULIS I EXIS CB = 187 TF = 187.13' 3 SANDERSON RD NFORCED CONCRETE) V. 66430 P. 0104 SUMP=182.9' 1 2 U Z Z O Z 5-< J I O O t Q W Z I 2 U 148181 1 -EXIST. DMH TF = 188.53' INV. IN(NW)=178.6'(15"REINFORCECONCRETE) INV.OUT(SE)= 178.6' (15" REINFORCED CONCRETE) N/F N/F V RAJU RAJIV 195 LOWELL ST ENRIQUE M & REINA P GARCIA L V. 68639 P. 0490 191 LOWELL ST i A 19+04 'GATE V Bit. Drive 'GATE VALVE D HW V. 29403 P. 0100 STA 20+45 HYDRANT TEE h 2" Bich e v Aaple A p $,. e� Bit. Q 'r h Bi . X20+00 Dri r1 21+00 EXIST. SMH TF = 187.34 IN V.IN (N W) = 177.4' (14" AC) INV.OUT(SE) = 177.4' (14" AC) N/F M A & RUTH S CARLSON 185 LOWELL ST V. 13503 P. 0100 N/F MANNUDEEP K. KALRA 181 LOWELL ST V. 58195 P. 0215 __- 18" \ N: 2985347.136' / D ia0 E: 739334.421 ' Bit. Dri e o c, Bit. STA 23+05 ^(24' r' �_ P. Dri 16"X6" HYDRANT TEE MapIE�\�_ I aPIe 11\4, AC 2 N: 2985590.397' N: 2985521 .286' Wood Fence �/ E: 739198.388' E: 739237.021' .q 1 = 188.22' EXIST. DMH 16" INV.OUT(W)= 184 8' (12" REINFORCED CONCRETE) TF = 187.53' SUMP=183.7' INV. IN(NVV)= 1 8.5' (15" 1 Ash INV. IN(NE)= 18 .5' (12" F o� 8" SOLID SLEEVE CONNECTION INV.OUT(SE)= 178.5- (15° - - TO EXISTING SANDERSON ROAD Bit. t WATER MAIN N: 298541 6.830' CEDH E: 739294.773 c)183.6' (12" R INFORCED CONCRETE)183.1'(8"P )V)=180.1' 8" REINFORCED CONCRETE) OF MILL AND OVERLAY N/F o PRATUL GUPTA & ANUJA DAS 2 SANDERSON RD II V. 54472 P. 0084 I I1� Bit. Pine Drive Iwill N/F SANKARAN VENKATA & NITHYA SUBRAMANIAN 175 LOWELL ST V. 57380 P. 0374 N: 2985173.721' E: 739428.164' 12" N: 2985243.864" IST.'CL' CB E: 739391 .244' TF -183.73' V.OUT(SE)- 180.0 (12" ) SUMP=179.2' U U EXIST. DMH I/I TF = 184.00' INV. IN(NVV)= 179.1' (12") EiIN .�IN(NVV)= 177.4' (15" REINFORCED CONCRETE) INV.OUT(SE)= 177.2' (15" REINFORCED CONCRETE) 178 LOWELL STREET LLC C/O CARE REALTY LLC- RE TAX DEPT 178 LOWELL STREET 11 nn nnC n n']oc 1"= 40'-0" HORIZONTAL 0 40 100 200 MoMoMi FEET 0 4 8 10 20 1"= 4'-0" VERTICAL N/F SUSAN U.FOLEY ❑ 165 LOWELL ST V. 67893 P. 0283 J Exls REMOVED AND REPLACED TF= EXISTING HYDRANT (TYP) INV.IN(NVV) =I /1.3' (14" AU) j, =177.3' .. "• . STA 25+441 16"X6" HYDRANT TEE 1 _ INV.)Q REMOVED AND REPLACED I SUMP 16 -INCH LEXINGTON WATER MAIN EXIST. DMH TF = 187.31' INV.OUT(SW)= 178.6' (24" REINFORCED CONCRETE) INV.OUT(NW)= 178.6' (24" REINFORCED CONCRETE) EXIST.'CL' CB TF = 182.83' INV. IN(SE)= 177.6' (24" REINFORCED CONCRETE) 10,11 INV.OUT(W)= 177.0' (30" REINFORCED CONCRETE) S SUMP=175.0' N/F RUPAL & TUSHAR PATEL 2 WHIPPLE RD V. 43671 P. 0410 EXIST.'CL' CB TF = 182.67' INV.(E)=176.9' (30" REINFORCED CONCRETE) 24" INV.OUT( VV)= 176.9' (30" REINFORCED CONCRETE) Plne f SUMP=174.9' N: 2984997.901' E: 73952 .195' E IST '1 F 1 O Bit. DrivE V.OUT(SE)= 17 3' 6' O+ S L' CB N r( = 1. (10" Ci-41� ., 4r C��� � S Bit. 0 �' W od co m Z Driv F > nce LL `� m o� 1 ' J `Oi `' N ST) TEE ACCESSION NO.N/A : : SECTION NO.63 o cc 2 > DESIGNED BY: KRR DRAWN BY: JMN CHECKED BY: RKW APPROVED BY: DSB Do m O 190 - PREPARED BY: _ ©p BLACK & VEATCH 16 -INCH LEXINGTON MAIN PLAN & PROFILE 3 STA 17+00 TO 26+00 EXIS .SMH EXISTING m 1 APR 2024 SES DSB RECORD DRAWING TF = 183.53 INV. IN(VV)=179.3'( 0"AC) N: 2985085.650' W 11,1 U, 1.11 n Q ¢ W m INV.OUT(SE) = 179.8' (0" AC) E: 739474.541' Q 11 H STA 19+02 G W LVATORE D. SERI Q J a = J TEE 16"X8" J 1 6 LOWELL ST REE Q w o O Lu O _J a CONNEI (WILLIAM V. 30203 P. 0017 c� � `"' OJ O � a Lu 00 3: TO EXIE D. DRISCOLI� I LL z ¢ SERVIC & TA 25+44 = N 0 O J DROSCOLL S TRS I CONNECTED J 16"X6" HYDRANT LOWELL STREET TO EXISTING T 16" DIP 1168 V. 58320 P. 0112 SERVICE LINES 1 3.30 (10"AC) INV.OUT(SE) = 179.5' (10" AC) TA 19+00 EXIST. DMH EXIST.'CL' CB 16" GA__E VALVE TF = 18 INV. IIJ(N E)=180.T TF = 182.86' (10" CLAY) INV. IN(SE)= 179.3' (12" REINFORCED inv inimnhn- CONCRETE) �o zia^ ovr I P9181 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-3 6 of 12 190 ACCESSION NO.N/A : : SECTION NO.63 DATE: APR 2024 SCALE: AS NOTED DESIGNED BY: KRR DRAWN BY: JMN CHECKED BY: RKW APPROVED BY: DSB 190 PREPARED BY: _ ©p BLACK & VEATCH 16 -INCH LEXINGTON MAIN PLAN & PROFILE 3 STA 17+00 TO 26+00 EXISTING ROAD SURFACE 1 APR 2024 SES DSB RECORD DRAWING NO. DATE BY CHK'D REVISION STA 19+02 TEE 16"X8" 185 TA 25+44 16"X6" HYDRANT TEE 16" DIP TA 19+00 16" GA__E VALVE 180 194=94 180 11 -ST -A 16" GATE VALVE STA 20+45 16"X6" HY RANT TEE STA 2 +05 O1 1, Z� 16"X6" YDRANT TEE o 175 co W J U) Lu X> Lu ? 170 170 17+00 iE:II1111111111] itiII8181 08II8161 21+00 22+00 PROFILE 09II8I61 oz, melt, 020=8I9, W Z_ J 2 U ►z-08161 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-3 6 of 12 ACCESSION NO.N/A : : SECTION NO.63 DATE: APR 2024 SCALE: AS NOTED DESIGNED BY: KRR DRAWN BY: JMN CHECKED BY: RKW APPROVED BY: DSB PREPARED BY: _ ©p BLACK & VEATCH 16 -INCH LEXINGTON MAIN PLAN & PROFILE 3 STA 17+00 TO 26+00 1 APR 2024 SES DSB RECORD DRAWING NO. DATE BY CHK'D REVISION