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HomeMy WebLinkAboutRW-476-7, EXIST. DMH TF = 182.64' INV. IN(N)= 177.4' (12" REINFORCED CONCRETE) INV. IN(W)= 177.0' (12" REINFORCED CONCRETE) INV.OUT(SE)= 177.4' (12" REINFORCEE)- \ EXIST SMH \ TF=184.81 \ INV.IN(SE) = 176.5' (8" AC) INV.OUT(VV) = 176.5' (8" AC) 10.1' (DEIN FORCED CONCRETE) ALVARQ & CF 11 SRAGgN R/STWE p' V 6 539 P VVIEF` 2p8 7' tone St O = 0.0 + CRI = LO ONCR M Sod Fence C >8` 'tae all VUgNF N/F V6 SUMMER ST lA Ll \ 449 P. 0336 EXIST. SMH \ EXI T. SMH TF = 184.88 TF - 183.87 IN V.OUT(S) = 179.4' (8" AC) INV.IN(SE) = 174.2' (-AC) V.OUT(VV) = 174.2' (8 AC) STA 35+93 STA 35+95 STA 35+97 16" GATE VALVE 16"X16" TEE 16 GATE VALVE_ NEW 16" DIP / / EXIST TF 182.02'7INV.OUT(E)= C SUMP=177.7' LIMIT OF MILL AND OVERLAY T- C) U Z Z O Z X Lu J C:) O Ln M Q N/F Me] I EXIST.'CL' CB \ TF = 184.24' \ INV. IN(SE)= 181.6' (12" ) INV. IN(NE)= 181.1' (12" ) INV.OUT(SVV)= 179.4' (12") SUMP=178.7' `/AYp,Sp N/F \ 6 SU PATjEl Tl j V 6344 ST N: 2984067.437' E: 740069.128' -ETF '18508 ATF = 185.08 INV.OUT(NVV)= 18333',(12"; _ SUMP=183.4 38+00 G G (SUMMER STREET - G .0 C N HW 8" AC � C� (D 8" SEWER NOT � FOUND IN FIELD p S IlAtc /F ro� Ali A Rs ENOHAPp > I o l 16" GATE VALVE 6 T6 N: 2984115.400' �Hj TH VALVE BOX E: 740003.852' S (TYP®F 3) INV.IN(E) =176.0' (e' AC) \ INV.IN(N) = 179.0' (8" AC) I O , INVODUT(NVV) = 176.0' (8" AC) SAC o D � D 140vv, R pN/F \ 10 SUMM/- TARLOVV \ V 1415pE �T N: 2983945.26 \ E: 740225.0111 \ EXIST. SM - TF=18 5 INV.IN(SE) = 178.8(8 AC) \ INV.OUT(NVV)=178.8' "AC) 56.2' 22.5 41.8'_ 40+ 139+00-b I I PAMEL'4 RQ/F PAMELA ROSENGUA ID N/F 1 12 SUM SENGpAR 12 SUMMER ST 1 RAYMOND GABL, TRUS*E V 1346 pE0oS p V. 1346 P. 007 � 16 LACED ST REMOVED AND REPLACED \ REMOVED AND 16 -INCH LEXINGTON WATER REPLACED EXISTING MAIN \ HYDRANT(TYP) I EXIST.SMH TF = 188.94 IN .IN(SE)=181.3'(8"AC) INV.O(NVV) =181.3' (8" AC) N: 2983880.973' \ E: 740305.976' \- Cha'n Link Fence 72,2 11 .84.0' 42+00 / 41+00 S G i - co St Wall PF O O /_ - \� b I O 4 6 I � I STA 39+71 N: 2983819.586' N: 2984007.301' 16"X6" HYDRANT TEE E: 740383.936' E: 740146.276' �� XAVI N/F N/F ER HATH I / MICHgE� N/F I JOHN N. KEPLER & MARTHA A. ERICKSO SUMMERST V.9 84MMER TTOURET elN & N/F \ 15 SU IORIA AU I V. 0036 P. 0059 8 P. 0464 11 00 cB V 53 g� pER sr V 66557 pE�73j pREy TF = 184.61'/ 0399 / I INV. IN(N )- 179.0' (12") INV.OU (SW)= 179.0' (12" ) SUMP=178.1' 0{ A n{ V= 40'-0" HORIZONTAL 0 40 100 200 MMMMMJ FEET 0 4 8 10 20 1"= 4'-0" VERTICAL N/F TO NOF LEXINGTON I EXIST. DMH O SUMMERST TF - 189.24' V. P. V.IN(NE)=177.4'(36"RE INF OR CED CONCR �' IN )= 184.6' (12" REINFORCED CONCRE� INV. T = 177.4'(36" REINFORCED CONCH ) \ S ITARY ENC D PIPE THROUGH MH N: 2983648.701' E: 740603.082' - -�- - - � I \ 44+0, St�a%j 2�1.8All EXIST. SMH N: 298: TF -19106 E: 74( V UINV.IN(SE)= N INV.IN(SVV) = 186.3' (8" PV( INI V ni iTMIAh - l al o' M" A N: 2983697.225" LE IST CB E: 740540.732' F =1=6' V.01. 187.9' (12" SUMP.. EXIST.'CL' CB TF = 188.78' INV.OUT(E)= 185.6' (12" REINFORCED CONCRE E) sur"CONNECTED TO EXISTING SERVICE LINES EXIa i. uivin TF = 188.35' INV. IN(NE)=177.2' (36" REINFORCED CONCRETE) N/F 21-27 SUMMER STREET CONDO MAIN 21-27 SUMMER ST V. P. 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-5 8 of 12 ACCESSION NO.N/A : 190 DATE: APR 2024 SCALE: AS NOTED DESIGNED BY: KRR DRAWN BY: JMN16-INCH CHECKED BY: RKW APPROVED BY: DSB PREPARED BY : BLACK & VEATCH 01, 190 1 APR 2024 SES DSB EXISTING ROAD SURFACE DATE BY CHK'D REVISION N 16" DIP 185 N m w° W LU U w TA 35+93 STA 35+97 Lu ? 16" GATE VALVE 16" GATE VALVE 180 180 TA 39+71 16"X6" HYDRANT TEE 175 STA 35+9 �LO LO LU W LU (n W 170 w ? 170 01,08I81 01808181 [0=8181 9.118I81 Lu Z_ -i T- C) U Q 39+00 40+00 41+00 42+00 43+00 44+00 PROFILE 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-5 8 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 5 STA 35+00 TO 44+00 1 APR 2024 SES DSB RECORD DRAWING NO. DATE BY CHK'D REVISION