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HomeMy Public PortalAbout21-01S_Plansa U TOWN OF WATERTOWN MASSACHUSETTS CIP PROJECT 1 B REHABILITATIONS, BID NVITATION NO. 21m01S DEPARTMENT OF PUBLIC WORKS, 124 ORCHARD STREET, WATERTOWN, MA 02472 MICHAEL J. GREGORy ST. InRi..,q;Cni iI TOWN MANAGER P.E., P.E., LOUIS MATTHEW SHUMAN SUPERINTENDENT TOWN ENGINEER JAY PELLETIER, ASSISTANT SUPERINTENDENT MWRA LOCAL FINANCIAL ASSISTANCE PROGRAM, PROJECT NO. WRAmPl lm36m3ml 173 LOCUS MAP 1 "=2000' READING, MA I BOSTON, MA I FOXBOROUGH, MA I WORCESTER, MA I WILMINGTON, MA I CATAUMET, MA I CHATHAM, MA I SOUTH YARMOUTH, MA I PORTSMOUTH, NH I MANCHESTER, NH I WATERBURY, VT I ROCKY HILL, CT I ALBANY, NY I HOPEWELL JUNCTION, NY I PHILADELPHIA, PA I TOWSON, MD I CARY, INC I CHARLESTON, SC I COLUMBIA, SC I FORT MYERS, FL Weston ®Sampson Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com DRAWING INDEX SHEET TITLE G-1 ABBREVIATIONS, NOTES AND LEGEND C-1 PLANS AND TABLES C-2 PLANS AND TABLES C-3 PLANS AND TABLES C-4 PLANS AND TABLES C-5 PLANS AND TABLES C-6 PLANS AND TABLES C-7 ACTON STREET AND CHARLES STREET - PLANS AND PROFILES C-8 WARREN STREET AND CAREY AVENUE - PLANS AND PROFILES C-9 BRIGHAM STREET AND STONELEIGH CIRCLE - PLANS AND PROFILES C-10 MORTON STREET AND LONGFELLOW ROAD - PLANS AND PROFILES C-11 N. IRVING PARK AND HERSOM STREET - PLANS AND PROFILES C-12 MAIN STREET AND OLCOTT STREET - PLANS AND PROFILES C-13 BEECHWOOD AVENUE, PALMER STREET, AND CHANDLER STREET - PLANS AND PROFILES C-14 MORSE STREET AND CALIFORNIA PARK - PLANS AND PROFILES C-15 LOOMIS STREET AND GRANDVIEW AVENUE - PLANS AND PROFILES C-16 HIGHLAND AVENUE - PLANS AND PROFILES C-17 CONSTRUCTION ZONE SAFETY PLAN D-1 DETAILS I D-2 DETAILS II D-3 DETAILS III Seal: OF Mgss FA"�H -9 cyG DAVID M. ELMER m o CIVIL No. 41507 SS/ONAL EN Digitally signed by David Elmer D Date: 2021.07.29 10:27:30-04'00' Issued Date: SUMMER 2021 Know what's below. Call before you dig. Issued For: BID COPYRIGHT 2021 WESTON & SAMPSON Project: TOWN OF WATERTOWN, MA LEGEND DESCRIPTION EXISTING PROPOSED SANITARY SEWER S -8"S PVC - FORCE MAIN - - -FM- - - --6"FM DI -- WATER MAIN W -6"W DI TEMPORARY WATER ---4"W--- STORM DRAIN D -18"D RCP - GAS 4"G ELECTRIC E E TELEPHONE T T HOUSE CONNECTION 6" HOUSE CONN (TYP) GRINDER PUMP O • GP SANITARY SEWER MANHOLE s0 9 SMH STORM DRAIN MANHOLE DO 9 SDMH ELECTRICAL MANHOLE O 0 EMH TELEPHONE MANHOLE O * TMH AIR RELEASE VALVE MANHOLE O ARMH FORCE MAIN CLEANOUT MANHOLE O FMCO CLEANOUT o • CO CATCH BASIN ❑ ■ CB CATCH BASIN (CURB INLET) FOW HYDRANT �cy 11 4- TEMPORARY HYDRANT HQ GATE VALVE Wv ►� CHECK VALVE i�i lal CURB STOP �o° ►H BUTTERFLY VALVE BALL VALVE �a ►ri REDUCER a CAP OR PLUG GAS GATE VALVE GV Da UTILITY POLE + GUY POLE LIGHT POST 0 EDGE OF PAVEMENT EDGE OF UNPAVED ROAD - - CURBSr- SIDEWALK RAILROAD STONE WALL RETAINING WALL RET WALL RET WALL FENCE x x -x-x INDIVIDUAL DECIDUOUS TREE INDIVIDUAL EVERGREEN TREE TREE LINE SURVEY MARKER ❑ PROPERTY LINE -- EASEMENT LINE - - - - - - LIMIT OF WORK SPOT ELEVATIONS X 141.5 x 141.5 CONTOUR LINES 56 56 DEPRESSION CONTOUR LINES HOUSE NUMBER #35 FLOOR ELEVATION I FL=56.7 SILL ELEVATION S= 6.7 WETLAND J/ / STATE HIGHWAY STATION o SIGN -� BENCH MARK TEST PIT TP 1 TP-1 BORING B-10 B-11 HAY BALES ROCK OUTCROP III=III= DRAINAGE DITCH / SWALE TREE PROTECTION .a 4 NOTE: ITEMS SHOWN IN THE LEGEND MAY NOT BE PRESENT IN THESE PLANS ABBREVIATIONS CONSTRUCTION NOTES: AC ASBESTOS CEMENT PIPE 1. THE CONTRACTOR SHALL CALL DIGSAFE AT 14. IN PAVED AREAS THE TOP OF THE MANHOLE COVER SHALL ACCMP ASPHALT COATED CORRUGATED METAL PIPE 1-888-344-7233 AT LEAST 72 HOURS, SATURDAYS, BE SET FLUSH WITH THE PAVED SURFACE. IN OTHER AREAS ARV AIR RELEASE VALVE SUNDAYS, AND HOLIDAYS EXCLUDED, PRIOR TO THE TOP OF THE COVER SHALL EXTEND 6 INCHES ABOVE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS EXCAVATING AT ANY LOCATION. A COPY OF THE DIGSAFE FINISHED GRADE, OR AS SHOWN ON THE DRAWINGS, OR AS BC BITUMINOUS CONCRETE PROJECT REFERENCE NUMBER(S) SHALL BE GIVEN REQUIRED BY THE ENGINEER. BIT BITUMINOUS TO THE OWNER PRIOR TO EXCAVATION. BLDG BUILDING 15. SEWER CHIMNEY AND HOUSE CONNECTION LOCATIONS ARE BM BENCH MARK 2. LOCATIONS OF EXISTING PIPES, CONDUITS, UTILITIES, SHOWN ON PLAN AND PROFILES FOR ESTIMATING PURPOSES, BO BLOW OFF FOUNDATIONS AND OTHER UNDERGROUND OBJECTS ARE AND ARE APPROXIMATE IN LOCATION. EXACT LOCATIONS WILL BS BARE STEEL NOT WARRANTED TO BE CORRECT AND THE CONTRACTOR BE DETERMINED IN THE FIELD. SHALL HAVE NO CLAIM ON THAT ACCOUNT SHOULD BV BUTTERFLY VALVE THEY BE OTHER THAN SHOWN. 16. PROTECTION OF WATER SUPPLIES - WHENEVER A SEWER CATV CABLE TELEVISION MUST CROSS UNDER A WATER MAIN, THE SEWER SHALL BE CB CATCH BASIN 3. TEST PITS TO LOCATE EXISTING UTILITIES MAY BE LAID AT SUCH AN ELEVATION THAT THE TOP OF THE SEWER CC CONCRETE CURB ORDERED BY THE ENGINEER. IS AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER CI CAST IRON MAIN. WHEN THE ELEVATION OF THE SEWER CANNOT BE C1 CENTERLINE 4. STONE WALLS, FENCES, MAIL BOXES, SIGNS, CURBS, VARIED TO MEET THE ABOVE REQUIRMENT, THE WATER MAIN CL CEMENT LINED LIGHT POLES, ETC. SHALL BE REMOVED AND REPLACED SHALL BE RELOCATED BY THE CONTRACTOR AS REQUIRED CIP CORRUGATED METAL PIPE AS NECESSARY TO PERFORM THE WORK. UNLESS BY THE ENGINEER TO PROVIDE THIS SEPARATION OR THE CONC CONCRETE OTHERWISE INDICATED, ALL SUCH WORK SHALL BE CONTRACTOR SHALL CONSTRUCT THE NEW SEWER OF CLASS CU FT CUBIC FEET INCIDENTAL TO CONSTRUCTION OF THE PROJECT. 150 PRESSURE PIPE FOR A DISTANCE OF 10 FEET ON EACH CY CUBIC YARD SIDE OF THE WATER MAIN. ONE FULL LENGTH OF CLASS 150 D STORM DRAIN, DEPTH FROM RIM TO INVERT 5. ALL PAVEMENT DISTURBED BY THE CONTRACTOR'S PRESSURE PIPE SEWER SHOULD BE CENTERED ON THE WATER DI DROP INLET, DUCTILE IRON OPERATIONS SHALL BE REPLACED IN ACCORDANCE WITH MAIN AS MUCH AS POSSIBLE. THE SEWER CONSTRUCTED OF DIA DIAMETER THE SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS. THE PRESSURE PIPE MUST BE PRESSURE TESTED TO ASSURE DMA DRAIN MANHOLE WATER TIGHTNESS. DWG DRAWING 6. ALL AREAS DISTURBED BY THE CONTRACTOR BEYOND E EAST, ELECTRIC PAYMENT LIMITS SHALL BE RESTORED AT NO ADDITIONAL 17. CALCULATION OF PIPE SLOPES IS BASED ON ELEVATION EA EACH COST TO THE OWNER. CHANGES DIVIDED BY THE DISTANCE BETWEEN THE EF EACH FACE OUTSIDE EDGES OF THE MANHOLE WALLS. FOR FOUR FOOT E LEV ELEVATION 7. CONCRETE CRADLES OR ARCHES SHALL BE CONSTRUCTED DIAMETER MANHOLES, THIS DISTANCE WAS CALCULATED AS ELE EDGE OF PAVEMENT WHERE SHOWN ON THE DRAWINGS OR WHERE REQUIRED THE CENTERLINE STATIONING MINUS FIVE FEET. FOR FIVE EW EACH WAY BY THE ENGINEER. UNLESS OTHERWISE INDICATED, FOOT DIAMETER MANHOLES, THIS DISTANCE WAS CALCULATED EXIST EXIST EXISTING CONCRETE USED FOR PIPE ANCHOR BLOCKS, BACKING, AS THE CENTERLINE STATIONING MINUS SIX FEET. `IN' FLG FLANGE PIPE CRADLES, ARCHES, AND FILL SHALL HAVE A MINIMUM INDICATES UPSTREAM END OF MANHOLE, `OUT' INDICATES FT FEET, FOOT COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. DOWNSTREAM END OF MANHOLE. G NATURAL GAS GALV GC GALVANIZED GRANITE CURB 8. SEWER TRENCHES MAY BE EXCAVATED WIDER THAN THE 18. ALL STREET EXCAVATIONS SHALL BE COMPLETELY CLOSED GR GRANITE `LIMIT OF EXCAVATION AND PAYMENT FOR EARTH AT THE END OF EACH WORKING DAY BY BACKFILLING OR HC HOUSE CONNECTION EXCAVATION' ABOVE THE `LINE OF NARROW TRENCH LIMIT.' COVERING WITH STEEL PLATES. STEEL PLATES SHALL BE RECESSED. HORIZ HORIZONTAL ANY SUCH ADDITIONAL EXCAVATION SHALL BE AT THE HP HIGH PRESSURE CONTRACTORS EXPENSE AND SHALL NOT BE MEASURED 19. REFERENCE ELEVATIONS ARE ASSUMED FOR EACH HYD FIRE HYDRANT FOR PAYMENT. LOCATION. I INV INVERT INVERT 9. BELOW THE `LINE OF NARROW TRENCH LIMIT' THE TRENCH 20. SEWER SERVICE LATERALS ARE 4-INCH, 5-INCH, AND 6-INCH ID INSIDE DIAMETER SHOULD NOT BE EXCAVATED BEYOND THE TRENCH DIAMETERS. IP IRON PIPE WIDTH W . IF MATERIAL IS LOOSENED OR REMOVED BEYOND LB POUND THE ABOVE MENTIONED LIMITS, THE CONTRACTOR WILL BE 21. WATER SERVICE CONNECTIONS AND GAS SERVICE CONNECTIONS LF LINEAR FEET REQUIRED TO PROVIDE CRUSHED STONE FOR THE FULL HAVE NOT BEEN INCLUDED ON THE PLAN VIEWS OR PROFILE VIEWS. LS LUMP SUM WIDTH OF THE TRENCH AT NO ADDITIONAL COST THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION MAX MAXIMUM TO THE OWNER. OF WATER SERVICE CONNECTIONS AND GAS SERVICE CONNECTIONS MB MDC MAIL BOX METROPOLITAN DISTRICT COMMISSION 10. SHEETING TO BE LEFT IN PLACE SHALL BE USED WHERE AS NECESSARY TO PERFORM THE WORK. MDPW MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS SHOWN ON THE DRAWINGS OR WHERE REQUIRED BY THE 22• THE CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC TO ALL STREETS MECH MECHANICAL ENGINEER. IT SHALL BE LEFT IN PLACE AT A DEPTH NOT THROUGHOUT THE DURATION OF THE PROJECT. MH MANHOLE LESS THAN TWO 2 FEET BELOW FINISH GRADE UNLESS ( ) MassDOT MASSACHUSETTS DEPARTMENT OF TRANSPORTATION OTHERWISE REQUIRED BY THE ENGINEER. MIN MINIMUM 23. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF MISC MISCELLANEOUS 11. FOUR FOOT INSIDE DIAMETER MANHOLES SHALL BE USED MASSACHUSETTS GENERAL LAW CHAPTER 82A, TRENCH EXCAVATION MJ MECHANICAL JOINT WITH SEWERS LESS THAN 24 INCHES IN DIAMETER, AND AND SAFETY REQUIREMENTS, TO PREVENT THE GENERAL PUBLIC MWRA MASSACHUSETTS WATER RESOURCES AUTHORITY FIVE FOOT INSIDE DIAMETER MANHOLES SHALL BE USED FROM UNAUTHORIZED ACCESS TO UNATTENDED TRENCHES. N NORTH WITH SEWERS EQUAL TO OR GREATER THAN 24 INCHES NE NORTH EAST IN DIAMETER, UNLESS OTHERWISE SPECIFIED. 24. PAVEMENT REPLACEMENT RELATED TO SEWER SERVICE REPLACEMENT NW NORTH WEST AND MANHOLE INSTALLATION SHALL BE CONSIDERED INCIDENTAL TO NF NOT FOUND 12. OPENINGS FOR PIPE IN PRECAST MANHOLE BASES SHALL THE WORK AND SHALL NOT BE SEPARATELY MEASURED FOR PAYMENT. NO OR # NUMBER BE CAST IN THE REQUIRED LOCATIONS DURING MANHOLE OD OUTSIDE DIAMETER MANUFACTURE. FIELD CUT OPENINGS WILL NOT BE 25. CONTRACTOR SHALL NOTE REQUIREMENTS OF SPECIFICATION SECTION PCCP PRESTRESSED CONCRETE CYLINDER PIPE PERMITTED UNLESS APPROVED BY THE ENGINEER. 01570, ENVIRONMENTAL PROTECTION, PARAGRAPH 3.04 "PROTECTION PE PLAIN END, POLYETHYLENE OF LANDSCAPE." h' PROPERTY LINE 13. FORM BRICK INVERTS IN MANHOLES WITH BRICK ON EDGE PL PLASTIC TO A DEPTH OF 0.8 INSIDE DIAMETER OF PIPE AND FORM 26. CONTRACTOR SHALL NOTE REQUIREMENTS OF SPECIFICATION SECTION PVC POLYVINYL CHLORIDE A 1 INCH SLOPED BENCH WITH BRICK FLAT. INVERT SHALL 01110, CONTROL OF WORK AND MATERIALS, PARAGRAPH 3.15 "NOISE PVMT PAVEMENT BE SLOPED UNIFORMLY BETWEEN INLET AND OUTLET PIPE CONTROL." RCP REINFORCED CONCRETE PIPE AND SHALL BE FORMED AND FILLED AS REQUIRED TO ROW RIGHT-OF-WAY DIRECT THE FLOW AS INDICATED AND TO PREVENT 27. SEWER SERVICES TO BE REPLACED SHALL BE REPLACED TO THE RQD ROCK QUALITY DEPOSITION OF SOLIDS. PROPERTY LINE, OR AS REQUIRED BY THE ENGINEER. PRIOR TO S SEWER, SOUTH CONNECTING TO THE NEW SEWER SERVICE, THE EXISTING SEWER SERVICE SE SOUTH EAST SHALL BE TELEVISED (STARTING AT THE PROPERTY LINE, UPSTREAM TO SECT SECTION THE BUILDING) USING A COLOR "PUSH" CAMERA. THE CONDITION OF THE SF SQUARE FEET SERVICE SHALL BE DOCUMENTED IN THE SAME MANNER AS A MAINLINE SHT SHEET SEWER IN ACCORDANCE WITH SECTION 02440, SEWER CLEANING AND SPEC SPECIFICATIONS INSPECTION. DOCUMENTATION SHALL BE IN ACCORDANCE WITH SECTION SQ FT SQUARE FEET 01331, DOCUMENTATION. EACH VIDEO SHALL BE LABELED WITH THE SS SEWER SERVICE, STAINLESS STEEL STREET ADDRESS OF THE INSPECTED SEWER SERVICE. STA STATION STL STEEL 28. TREE PROTECTION AND CATCH BASIN PROTECTION SHALL BE INSTALLED AS SW SIDEWALK, SOUTH WEST REQUIRED BY THE ENGINEER AND WATERTOWN DEPARTMENT OF PUBLIC WORKS. T HYDROSTATIC THRUST, TELEPHONE TBM THK TEMPORARY BENCH MARK THICK (NESS) 29. ASSESSORS INFORMATION REPRESENTED ON THESE DRAWINGS IS TAKEN TYP TYPICAL FROM THE CITY/TOWN ASSESSOR'S PARCEL MAPS AND IS INCLUDED FOR UP UTILITY POLE ILLUSTRATIVE PURPOSES ONLY. ASSESSORS iNFORMATION IS NOT INTENDED VC VITRIFIED CLAY TO BE AN AUTHORITATIVE RECORD OF PROPERTY BOUNDARIES OR A VERT VERTICAL SOURCE OF INFORMATION FOR AN ACTUAL SURVEY OR LEGAL DESCRIPTION W WATER, WEST OF THE PROPERTY. NO WORK HAS BEEN PERFORMED TO DETERMINE THE W/ WITH DEPICTED PROPERTY LINES AND THEREFORE, THESE DRAWINGS ARE NOT W/0 WITHOUT INTENDED BE USED TO DELINEATE ANY EXISTING OR PROPOSED STRUCTURES, FEATURES OR BOUNDARIES RELATIVE TO PROPERTY LINES. AUTHORITATIVE RECORDS OF PROPERTY LINES MAY BE LOCATED AT THE STATE OR MUNICIPAL AGENCY RESPONSIBLE FOR MAINTAINING PUBLIC RECORDS IN WHICH THE PARCEL IS LOCATED. LEGALLY AUTHORITATIVE MAPS OF PROPERTY LINES MAY ONLY BE PRODUCED BY A PROFESSIONAL LAND SURVEYOR. CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 Weston @Sampson - Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: Revisions: No. Date Description Seal -OF p DAVID M. G ELMER R, o CIVIL y No. 41507 NAL" Digitally signed by David Elmer Date: 2021.07.29 10:28:22-04'00' COA: Issued For: BID Scale: AS NOTED Date: SUMMER 2021 Drawn By: HCC Reviewed By: MJD Approved By: DIME W&S Project No.: 2180195 W&S File No.: Drawing Title: ABBREVIATIONS, NOTES, AND LEGEND Sheet Number: Gml M COPYRIGHT 2020 WESTON & SAMPSON Project: TOWN OF WATERTOWN, MA MANHOLE CEMENTITIOUS LINING SUBAREA MH STREET/ LOCATION MATERIAL APPROXIMATE MH DEPTH (VF) 2 1043 ARSENAL STREET BRICK 13 2 1044 ARSENAL STREET BRICK 13 2 1045 ARSENAL STREET BRICK 14 2 1046 ARSENAL STREET BRICK 13 2 1047 ARSENAL STREET BRICK 13 2 1048 ARSENAL STREET BRICK 13 2 1049 ARSENAL STREET BRICK 14 2 1050 ARSENAL STREET BRICK 14 2 1051 ARSENAL STREET BRICK 14 2 1053 ARSENAL STREET BRICK 14 4 1027 ARSENAL STREET BRICKI 10 4 1027 A ARSENAL STREET BRICK 14 6 138 EDENFIELD AVENUE BRICK 6 6 221 PURVIS STREET BLOCK 7 6 221 A PURVIS STREET BRICK 8 6 312 LEXINGTON STREET BRICK 9 6 313 HOWARD STREET BRICK 14 6 314 HOWARD STREET BRICK 7 6 397 MAIN STREET BRICK 6 6 400 MAIN STREET BRICK 10 6 401 MAIN STREET BRICK 15 6 527 CHARLES STREET BRICK 7 6 528 OLN EY STREET BRICK 9 6 545 HOWARD STREET BRICK 8 6 726 LEXINGTON STREET BRICK 7 6 1014 MAIN STREET BRICK 11 6 1015 MAIN STREET BRICK 10 6 1016 MAIN STREET BRICK 10 6 1300 LEXINGTON STREET BRICK 7 6 1353 OLN EY STREET BRICK 10 6 1354 CHARLES STREET BRICK 8 6 1355 OLN EY STREET BRICK 8 CURED -IN -PLACE MANHOLE TO MANHOLE LINER SUBAREA MH TO SUBAREA TO MH STREET/ LOCATION PIPE(IN) ) MH LENGTH (LF) MATERIAL APPROXIMATE MH TO REINSTATE SERVICE (S) 6 221 A 6 221 PURVIS STREET 6 VC 149 0+22, 0+58, 0+61, 0+91, 1+04, 1+40, 1+44 6 312 6 1412 LEXINGTON STREET 6 V C 339 0+08, 0+18, 0+59, 0+63, 2+50, 2+88, 2+98 6 312 6 1413 LEXINGTON STREET 6 VC 51 0+38 6 313 6 314 HOWARD STREET 10 VC 305 0+25, 0+47, 0+73, 1+21, 1+70, 2+19, 2+28, 2+80, 2+81 6 314 6 545 HOWARD STREET 10 VC 91 0+31, 0+54, 0+75 6 400 6 401 MAIN STREET 6 VC 130 0+56, 1+30 6 528 6 1353 OLN EY STREET 10 VC 231 0+04, 0+48, 0+61, 0+93, 1+17, 1+63, 1+67, 2+15, 2+26 6 545 16 315 HOWARD STREET 10 VC 40 0+35 6 726 6 1016 LEXINGTON STREET 8 V C 297 0+04, 0+09, 0+44, 0+66, 0+74, 1+21, 1+23, 1+40, 1+87 6 1013 6 1014 MAIN STREET 10 VC 234 0+29, 1+02, 1+08, 1+44, 1+64, 1+92, 2+33 6 1014 6 1015 MAIN STREET 10 V C 235 0+32, 1+09, 1+29, 1+68, 1+70, 2+07 6 1300 6 726 LEXINGTON STREET 8 V C 296 0+05, 0+24, 0+32, 0+69, 0+87, 1+01, 1+47, 1+82, 1+90, 2+22, 2+35, 2+56, 2+78 6 1355 6 528 OLN EY STREET 6 VC 209 0+02, 0+03, 0+14, 0+64, 0+67, 1+03, 1+14, 1+58, 1+67, 2+08 6 1412 6 7000 ACTON STREET 6 VC 116 0+94, 1+15 7 303 7 1405 BRAN DLEY ROAD 8 VC 212 0+24, 0+26, 0+72, 0+75, 1+25, 1+27 (3), 1+27 (9), 1+80, 1+81 7 308 7 531 ROSEDALE ROAD 8 VC 225 0+45, 1+54 7 309 7 310 ROSEDALE ROAD 8 VC 198 0+16, 0+78, 1+36, 0+23, 0+82, 1+42 7 529 7 1927 HOWARD STREET 6 VC 341 0+96 7 534 7 532 A PILGRIM ROAD 8 VC 94 0+38, 0+86 7 541 7 1411 PILGRIM ROAD 8 V C 161 0+26, 0+82, 0+86, 1+42, 1+55 N 7 541 7 5506 PURITAN ROAD 8 VC 180 0+93, 0+95, 1+67 7 1405 7 538 BRAN DLEY ROAD 8 VC 211 0+20, 0+25, 0+67, 0+72, 1+22, 1+28, 1+66, 1+70, 1+74 7 1406 7 303 BRAN DLEY ROAD 8 VC 66 0+36 7 1408 7 1407 FALMOUTH ROAD 8 VC 194 0+03, 0+49, 0+55, 1+09, 1+26, 1+54, 1+55, 1+87 7 1411 7 534 PILGRIM ROAD 8 VC 234 0+46, 0+54, 1+02, 1+14, 1+66, 1+70, 2+14, 2+24 7 1926 7 4825 MO RTO N STREET 8 V C 97 0+11, 0+30, 0+70, 0+96 7 1927 7 1927 A OAKLAND STREET 6 VC 307 0+33 16 316 16 317 HOWARD STREET 12 VC 148 0+23, 0+96, 1+03 16 317 16 318 HOWARD STREET 10 VC 80 0+39 6 1412 ACTON STREET BRICK 8 CURED -IN -PLACE STRUCTURAL MANHOLE TO MANHOLE LINER 6-1012 7-(t403 7 302 PURITAN ROAD BRICK 7 DI #, #1 7 303 BRAN DLEY ROAD BRICK 8 PIPE DIA APPROXIMATE MH SUBAREA MH TO SUBAREA TO MH STREET/LOCATION MATERIAL REINSTATE SERVICE (S) 7 308 ROSEDALE ROAD BRICK (IN) TO MH LENGTH (LF) 6° 7 309 ROSEDALE ROAD BRICK 7 7 310 ROSEDALE ROAD BRICK 7 7 532 A PILGRIM ROAD BRICKI 10 7 534 PILGRIM ROAD BRICK 7 7 541 PILGRIM ROAD BRICK 8 7 1403 PILGRIM ROAD BRICK 8 7 1404 PURITAN ROAD BRICK 7 7 1405 BRAN DLEY ROAD BRICK 7 7 1406 BRAN DLEY ROAD BRICK 5 7 1407 FALMOUTH ROAD BRICK 8 7 1408 FALMOUTH ROAD BRICK 6 7 1411 PILGRIM ROAD BRICK 7 7 1917 PURITAN ROAD BRICK 7 7 1918 FALMOUTH ROAD BRICK 7 7 1926 MORTON STREET BRICK 6 7 1927 OAKLAND STREET BRICK 9 7 1927 A OAKLAND STREET BRICK 10 7 5506 PURITAN ROAD BRICKI 10 16 315 HOWARD STREET BRICK 13 16 316 HOWARD STREET BRICKI 10 16 318 HOWARD STREET BRICK 7 N OTES: 1. MAN HOLE MATERIAL ASSUMED TO BE BRICK. MAN HOLE DEPTH ASSUMED TO BE 10 VERTICAL FEET. #fi4 4 1472 4=T471 STREET Cl) 0 4-1027 #354 2-1053 0 4-1027A #31 2-1051 ARSENAL STREET 2-1 2-1050 � C' #321 it c #311 6 221 6 1014 PURVIS STREET 6 VC 175 6 397 6 400 MAIN STREET 6 VC 200 6 527 6 221 A PURVIS STREET 6 VC 324 6 1354 6 528 CHARLES STREET 6 VC 157 7 1404 7 302 PURITAN ROAD 8 VC 212 7 1918 7 1408 FALMOUTH ROAD 8 VC 130 16 315 16 316 HOWARD STREET 12 VC 32 CURED -IN -PLACE LATERAL LINER 0+28, 0+33, 0+39, 0+74, 0+75, 0+90, 1+53 0+06, 0+06, 0+30, 0+71, 1+33, 1+91 0+71, 0+74, 1+30, 1+82, 1+83, 1+99, 2+12, 2+22, 2+25, 2+50, 2+67, 3+16 0+27, 0+66 0+13, 0+33, 0+73, 0+95, 1+29, 1+51, 2+07 0+37, 0+39, 0+80 SUBAREA MH TO SUBAREA TO MH STREET/ LOCATION PIPE DIA MATERIAL APPROXIMATE MH TO APPROXIMATE STATION(S) APPROXIMATE LATERAL (IN) MH LENGTH (LF) LINER LENGTH (LF) PROPERTY LINE (SERVICE TO 16 418 16 973 PLEASANT STREET 18 CIPP 340 0+00 313 PLEASANT STREET) #446 #490 2-1047 T 0-2-1046 048 wOOLEY AVENUE •- I �O 9 i I I #458 _s00 2-1029C #4as \ 7 � � Q 7-1917 ,l/ A 9 z #552 #33 C� �52 148' ®36❑ 4s 11 ';r� 1 ❑ A 7-1405 ■451%" LTG ���d � w D# 20 #35 a25 7-1.401 #29 y 7-303 Q C4 A 7-1406 #5, INSTALL MANHOLE FRAME AND COVER SUBAREA MH STREET/ LOCATION MATERIAL 6 397 MAIN STREET BRICK 6 726 LEXINGTON STREET BRICK 7 1917 PURITAN ROAD BRICK 200 100 0 200 Feet _-6=51413 6- 222 6=222B_ #60 #54 6-527 ��54 J I #,5 10 #6 0 #32 - #28 W ----- Q #23 #22 V �. 6=221A 6-221 0 Jtt 7 I if 1� #499 _n _ 3 ;7 #487 #49#493 -J __ -MAIN STREET 6-1014 0�1111 1013 INNSTST ALL NEW MANHOLE SEE SHEET C-10 #504 #502 44 #490 7-4825 24 �� #20 #24 #28 Ell ti # 0'-7=1411 4 v 31 x #32 #3� %G #36 7=310 7 rf,'4�� �3 ( 9 #4, #12 �s #49 4 7 311 7-311A #46 7-534 7-5.0 # 2 ns3 � 31 .302 '7- c2n 7. - pl' " 74410 p, #94 #,6�7 7.536 #104 -535\ #112 x,0a #„ 6 #�7 7-1918- 16- 7-308 I► '`y1117-307A #84 1 #74 CUT PROTRUDING SERVICE CONNECTIONS #313 #73 #39 #2 6-1353 #66 #21 1 #4691 51 #4/3 6-1015 7-1927A- 2 #466 n #4 0 ^� #18 #22 #, 6 II � C 6-1300 #asn #854 #8, #77 - #�, 2 7 #3z -7 #9 #19 i 6-1852 ,7 #430 ` L#23 #24 � 13 #12 II 7 # 6-314 #28 #o l #4 6-1412 °oo0 0-►-� --------a=ses A16-316 -_ _ INS/ 1 FFSEE 16`-276, 1 976 SUBAREA MH TO SUBAREA TO MH STREET/ LOCATION PIPE DIA (IN) MATERIAL APPROXIMATE MH TO MH LENGTH (LF) APPROXIMATE STATION 6 312 6 1412 LEXINGTON STREET 6 VC 339 2+50 6 312 6 1412 LEXINGTON STREET 6 VC 339 0+63 6 312 6 1413 LEXINGTON STREET 6 VC 51 0+38 6 726 6 1016 LEXINGTON STREET 8 VC 297 2+24 6 1014 6 1015 MAIN STREET 10 VC 235 1+68 6 1354 6 528 CHARLES STREET 6 VC 157 0+27 7 309 7 310 ROSEDALE ROAD 8 VC 198 1+36 7 309 7 310 ROSEDALE ROAD 8 VC 198 0+78 7 1408 7 1407 FALMOUTH ROAD 8 VC 194 0+03 7 1408 7 1407 FALMOUTH ROAD 8 VC 194 1+26 7 1408 7 1407 FALMOUTH ROAD 8 VC 194 1+54 7 1408 7 1407 FALMOUTH ROAD 8 VC 194 1+55 7 1918 7 1408 FALMOUTH ROAD 8 VC 130 0+37 7 1927 7 1927 A OAKLAN D STREET 6 VC 307 0+33 16 316 16 317 HOWARD STREET 12 VC 148 1+55 5-189 #389 #377 6=397 #404 ° 13-1929 N N 36 CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN MA 02472 Weston (,csz ) Sampsc Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: Revisions: No. Date Description Seal: CF �4Ssq DAVID M. cyc ELMER m o CIVIL N No. 41507 /STERN '�� sS�ONALEN Digitally signed by David Elmer D Date: 2021.07.29 10:29:03-04'00' COA: Issued For: BID Scale: AS NOTED Date: SUMMER 2021 Drawn By: RMG Reviewed By: MJD Approved By: DME W&S Project No.: 2180170 W&S File No.: Drawing Title: PLANS AND TABLES 1 Sheet Number: .z 0 N 0 0 0 Document Path: \\wse03.local\wse\Depts\GlSdata\Client\Watertown MA\Projects\2180195.C\C-1.mxd COPYRIGHT 2019 WESTON & SAMPSON CURED -IN -PLACE MANHOLE TO MANHOLE LINER PIPE DIA APPROXIMATE MH TO SUBAREA MH TO SUBAREA TO MH STREET/ LOCATION MATERIAL REINSTATE SERVICE (S) (IN) MH LENGTH (LF) 6 220 6 1011 OLCOTT STREET 81 VC 166 0+04, 0+11, 0+57, 0+61, 0+77, 0+83, 1+25, 1+35, 6 523 6 220 OLCOTT STREET 8 VC 181 1+57, 1+75 0+36, 1+12, 1+23, 1+44, 1+69, 1+96, 2+02, 2+40, 6 524 6 523 OLCOTT STREET 8 VC 270 2+61 0+03, 0+51, 0+66, 0+90, 1+12, 1+48, 1+53, 1+83, 6 1352 6 524 OLCOTT STREET 8 VC 269 1+92, 2+32, 2+35, 2+61 6 7014 6 516 HIGH LAND AV ENUE 6 VC 112 0+41, 0+72, 0+96, 1+11 7 247 7 519 PARTRIDGE STREET 6 VC 191 0+63, 0+86, 1+30, 1+34 7 248 A 7 400 EMERSON ROAD 6 VC 235 0+07 0+53, 0+63, 1+22 0+07, 0+20, 0+49, 0+74, 1+28, 1+34, 1+84, 1+90, 7 249 7 248 EMERSON ROAD 8 VC 303 2+49, 2+63, 0+19 7 249 7 250 EMERSON ROAD 8 VC 226 0+48, 0+50, 1+07, 1+09, 1+66, 1+68 7 251 7 252 LONGFELLOW ROAD 8 VC 143 0+17, 0+35, 0+82, 0+85, 0+88 0+04, 0+10, 0+57, 0+65, 0+69, 0+93, 1+32, 1+36, 7 252 7 253 LONGFELLOW ROAD 8 V C 259 1+50, 1+88, 1+98, 2+09, 2+51 7 254 7 253 LONGFELLOW ROAD 8 V C 259 0+58, 0+99, 1+37, 1+84, 2+04, 2+52, 0+18 7 254 7 399 LONGFELLOW ROAD 8 V C 250 0+05, 0+27, 0+51, 0+98, 1+84 7 399 7 400 MAIN STREET 8 VC 227 1+50, 2+11 7 399 7 999 B MAIN STREET 81 VC 171 0+33, 1+10, 1+66 7 519 7 1902 PARTRIDGE STREET 6 VC 200 0+05, 0+49, 0+80, 1+01, 1+58 7 522 7 1351 COPELAND STREET 8 VC 115 0+03, 0+20, 0+53, 0+62, 1+00, 1+10 7 999 B 7 999 MAIN STREET 61 DI 51 7 1002 7 1908 A MAIN STREET 8 VC 246 0+15, 0+68, 1+14, 1+19, 1+34 7 1004 7 1908 A MAIN STREET 8 VC 238 1+02, 1+82 7 1006 7 1005 MAIN STREET 8 VC 232 0+49, 0+93, 2+31 7 1007 7 1006 MAIN STREET 8 VC 235 1+11, 1+42, 2+08 7 1351 7 1008 CHAPMAN STREET 8 VC 165 0+17, 0+41, 0+92, 1+53 7 1366 7 1900 HIGHLAND AVENUE 6 VC 237 0+48, 1+46 7 1367 7 1368 STUART STREET 8 VC 194 0+25, 0+27, 0+91, 1+21, 1+68, 1+76, 1+85 1+65, 1+72, 2+11, 2+61, 0+07, 0+24, 0+47, 0+51, 7 1898 7 1899 COPELAND STREET 8 V C 289 0+88, 1+04, 1+27, 1+30 7 7013 7 1366 HIGHLAND AVENUE 6 VC 105 1+03 7 1902 7 1369 ANDREW STREET 6 VC 241 0+63, 0+80, 1+68 8 1 7 8 1 HIGHLAND AVENUE 10 VC 240 0+05, 2+00, 2+05 NOTES: 1. DIAMETER CHANGE IN SEWER; TAPERED LINER REQUIRED. INSTALL MANHOLE FRAME AND COVER SUBAREA MH STREET/LOCATION MATERIAL 6 1897 COP ELAND STREET BRICK 7 999 WHITMAN ROAD LINED 7 1006 COP ELAND STREET BRICK 7 1899 COP ELAND STREET BRICK NOTES: 1. MANHOLE MATERIAL ASSUMED TO BE BRICK. CUT PROTRUDING SERVICE CONNECTIONS -7 1904C A O w a 1904B' 104A/� - /% �80 904 7s l 70 r-251 - #66 #s r-252 5a #55 #5 -250 #7s 470 #7, 7-51.9 7-24 sz # 1 -249 77# 7 4 • #65 � LJ „�1❑ # 8� 52 - 71902 LJ 7 -/ / / 7-253 / #\ 37 O #35 7 J - i u #28 #41 #�qa I ❑W W #2 # Ll 0 7-254 #i OPEN CUT REPAIR SEE SHEET C-10 #15 #10 �. APPROXIMATE MH APPROXIMATE SUBAREA MH TO SUBAREA TO MH STREET/LOCATION PIPE DIA (IN) MATERIAL TO MH LENGTH (LF) STATION 6 1347 7 219 HERSOM STREET 6 VC 232 0+86, 1+15 6 1352 6 524 0LCOTT STREET 8 VC 269 0+90, 2+32 7 219 7 521 HERSOM STREET 6 VC 199 0+32, 0+73 7 245 7 1369 GLEASON STREET 6 VC 230 0+24, 1+95 7 246 7 245 GLEASON STREET 6 VC 178 1+19, 1+38 7 247 7 519 PARTRIDGE STREET 6 VC 191 0+63 7 249 7 250 EMERSON ROAD 8 VC 226 1+68 7 252 7 253 LONGFELLOW ROAD 8 VC 259 0+04, 2+09 7 399 7 999 B MAIN STREET 8 VC 171 1+10 7 400 7 1002 MAIN STREET 8 VC 253 1+97 7 1002 7 1908 A MAIN STREET 8 VC 246 0+15, 1+14 7 1004 7 1908 A MAIN STREET 8 VC 238 1+02 7 1005 7 1004 MAIN STREET 8 VC 244 1+15 7 1369 7 1901 GLEASON STREET 6 VC 305 0+90 7 1898 7 1899 COPELAND STREET 8 VC 289 2+11 7 1902 7 1002 PARTRIDGE STREET 6 VC 614 1+83 DRAIN , Ir '�' # 7� �„1 8 ' #s e 9 #z 8-1-7 1 # co 8'-59 1� 466 8 # sDAT 3 E o�' #6 L-7=241- - 7-1900 _T #68#66 �i t#�0 7 � W Cal 29 28 W #23#21 c� n 1-1901 ;11 117 N145 =143 #139 , 3 #131 -12i rt121 #117 0 �167 1366 17-7013 #1 1 0 • 6-51-6 �♦�Q Q 6=1348 - 6-7014 6-134 J #ss #70 INSTALL NEW #1 4 usai #5 #1 #s71 3 SEWER MANHOLE 6-1897 #ss 4.2 ass SEE SHEET C-16 �17 #58 7j 1 #121 •443� #48 5 #3a #36 #34 7-1367 Q Lid #2 RA" #22 11 4 #1$ �I • �I 17 #639 15 C#4 #9 OPEN CUT REPAIR SEE SHEET C-12 #s J I ___ TJ r#649 #5 • I 18 7-1005- 7_1007'3186 s 7�I1908#64A 4 #1� �J #53 # 7-1898 #47 #46 �3 1141 40 #37 #3 432 9 #28 7-1899 #27 426 6=1350 6 A #65 57 Eii 66 133447 E #s �s_ I ►L ""1 #si h �T 6-1891 v 9 #38 3 #9 Ili 349A-6=515 6-1352 #74 6 11• #70 6-18931 #66#51 #65 #ss - #62 #60 ` #55 ❑ #56#55 #50 �6 __J#3 #48 6-524 I� #27 #34 #1s 24 `) 7-522 #23 #3z OPEN CUT REPAIR � 6-523 SEE SHEET C-11 17 2 1 6 rr�o 1 a C�I 428 21 #� 7-521a 7-13517#24 #6 E7 ' Q #5 #6a5 n��,' #595 #591 #5 7 1,3 6-220 J - #9 7-1006 7-1007 s9 #sss OPEN CUT REPAIR #s SEE SHEET C-12 #549 #54 7-293 �- ��.7rr1009 VIA STREET 7-1495 7-1008 7-1010 6-1011 #590 I j 6-1012 #3 CURED -IN -PLACE STRUCTURAL MANHOLE TO MANHOLE LINER SUBAREA MH TO SUBAREA TO MH STREET/LOCATION PIPE DIA MATERIAL APPROXIMATE MH (IN) TO MH LENGTH (LF) CLEANING AND TELEVISION INSPECTION SUBAREA MH TO SUBAREA TO MH STREET/ LOCATION PIPE DIA MATERIAL APPROXIMATE MH TO (IN) MH LENGTH (LF) 7 1902 7 1002 PARTRIDGE STREET 6 VC 614 HI' Q�ANDAVENI t - I as^ #4 REPLACE WYE SEE SHEET C-7 /,l•�6\-�1895A #5 sTRA #5 #4 # 3 t30 49 -1893 #aa 691 5�= N 200 100 0 Feet REINSTATE SERVICE (S) 6 1347 6 1348 HERSOM STREET 6 VC 231 0+11, 0+43, 0+81, 0+93, 1+64, 1+67, 1+84 0+39, 0+86, 1+15, 1+91, 1+94, 1+54, 1+34, 6 1347 7 219 HERSOM STREET 6 VC 232 1+03 0+04, 0+29, 0+64, 0+72, 0+97, 1+19, 1+37, 6 1350 6 1891 CHAPMAN STREET 6 VC 239 1+82, 1+88, 2+18 6 1891 7 522 CHAPMAN STREET 6 VC 216 0+32, 1+06, 1+08, 1+65, 1+66, 2+03 0+63, 0+68, 0+99, 1+28, 1+39, 1+84, 2+00, 6 1893 A 6 1895 A CHARLES STREET 6 VC 246 2+16 7 219 7 521 HERSOM STREET 6 VC 199 0+32, 0+73, 0+79, 1+13, 1+73 7 243 7 1367 STUART STREET 8 VC 198 0+43, 0+55, 1+16, 1+22, 1+44, 1+95 0+08, 0+12, 0+81, 0+91, 1+30, 1+31, 1+92, 7 248 7 248 A WHITMAN ROAD 61 VC 276 2+37, 2+58 7 400 7 1002 MAIN STREET 8 VC 253 0+98, 1+97 7 521 7 1007 CHAPMAN STREET 6 VC 191 0+54, 1+18, 1+36, 0+38 7 1005 7 1004 MAIN STREET 8 VC 244 0+42, 1+15, 1+34, 1+62 7 1008 7 1007 MAIN STREET 8 VC 227 0+05, 0+91, 1+18, 1+37 7 1368 7 1004 STUART STREET 8 VC 197 0+31, 0+55, 0+63, 1+40, 1+45 200 SUBAREA MH MANHOLE CEMENTITIOUS LINING STREET/ LOCATION MATERIAL DEPTH APPROXIMATE ATE MH 6 220 OLCOTT STREET BRICK 8 6 523 OLCOTT STREET BRICK 7 6 524 OLCOTT STREET BRICK 8 6 1347 HERSOM STREET BRICK 8 6 1350 CHAPMAN STREET BRICK 6 6 1352 OLCOTT STREET BRICK 9 6 1891 CHAPMAN STREET BRICK 6 6 1893 A CHARLES STREET BRICK 8 6 1895 A CHARLES STREET BRICK 7 6 1897 COPELAND STREET BRICK 10 7 219 HERSOM STREET BRICK 6 7 243 STUART STREET BRICK 6 7 245 GLEASON STREET BRICK 7 7 248 EMERSON ROAD BRICK 7 7 248 A EMERSON ROAD BRICK 8 7 249 EMERSON ROAD BRICK 7 7 250 HIGHLANDAVENUE BRICK 7 7 251 LONGFELLOW ROAD BRICK 7 7 252 LONGFELLOW ROAD BRICK 7 7 253 LONGFELLOW ROAD BRICK 8 7 254 LONGFELLOW ROAD BRICK 7 7 399 MAIN STREET BRICK 8 7 400 MAIN STREET BRICK 7 7 519 PARTRIDGE STREET BRICK 8 7 521 HERSOM STREET BRICK 8 7 522 CHAPMAN STREET BRICK 6 7 999 B MAIN STREET BRICK 6 7 1002 PARTRIDGE STREET BRICK 6 7 1004 MAIN STREET BRICK 8 7 1005 WILMOTSTREET BRICK 10 7 1006 COPELAND STREET BRICK 8 7 1007 HERSOM STREET BRICK 9 7 1008 CHAPMAN STREET BRICK 8 7 1351 CHAPMAN STREET BRICK 12 7 1367 STUART STREET BRICK 10 7 1368 STUART STREET BRICK 6 7 1369 GLEASON STREET BRICK 7 7 1898 COPELAND STREET BRICK 7 7 1899 COPELAND STREET BRICK 8 7 1901 GLEASON STREET BRICK 5 7 1902 PARTRIDGE STREET BRICK 8 7 1908 A MAIN STREET BRICK 9 NOTES: 1. MANHOLE MATERIAL ASSUMED TO BE BRICK. MANHOLE DEPTH ASSUMED TO BE 10 VERTICAL FEET. Project: TOWN OF WATERTOWN, MA CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 �.---•s Weston (,�,%.i;) tESam�lsc� Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: Revisions: No. Date Description Seal: IH OF Mgss c '9 p DAVID M. yG ELMER m CIVIL No. 41507 Ado. F�FG/STER� SS/pNA_E Digitally signed by David Elmer Date: 2021.07.29 10:29:40-04'00' COA: Issued For: BID Scale: AS NOTED Date: SUMMER 2021 Drawn By: ZSO Reviewed By: MJD Approved By: DME W&S Project No.: 2180170 W&S File No.: Drawing Title: PLANS AND TABLES Sheet Number: .z O Cm2 O 0 0 COPYRIGHT 2019 WESTON & SAMPSON Document Path: \\wse03.local\wse\Depts\GlSdata\Client\Watertown MA\Projects\2180195.C\C-2.mxd NOTES: 1. DIAMETER CHANGE IN SEWER; TAPERED LINER REQUIRED. Project: TOWN OF WATERTOWN, MA MANHOLE CEMENTITIOUS LINING APPROXIMATE SUBAREA MH STREET/LOCATION MATERIAL DEPTH 1 167 BEN NETT ROAD BRICK 12 1 172 KING STREET BRICK 9 1 173 CAREYAVENUE BRICK 7 1 174 MICHAELAVENUE BRICK 7 1 175 ROSEAVENUE BRICK 8 1 176 ROSEAVENUE BRICK 8 1 177 ROSEAVENUE BRICK 7 1 177 A ROSEAVENUE BRICK 10 1 224 DESMONDAVENUE BRICK 7 1 225 DESMONDAVENUE BRICK 8 1 226 HEATHER ROAD BRICK 10 1 227 HEATHER ROAD BRICK 7 1 227 A HEATHER ROAD BRICK 10 1 228 WARREN STREET BRICK 8 1 228 A WARREN STREET BRICK 8 1 228 B WARREN STREET BRICK 10 1 229 MICHAELAVENUE BRICK 7 1 230 WARREN STREET BRICK 7 1 231 WARREN STREET BRICK 6 1 234 CHAPMAN STREET BRICK 7 1 235 CHAPMAN STREET BRICK 6 1 1291 CHAPMAN STREET BRICK 7 1 1295 CAREYAVENUE BRICK 8 1 1296 CAREYAVENUE BRICK 6 1 1297 CAREYAVENUE BRICK 7 1 1298 CAREYAVENUE BRICK 7 1 1356 DESMONDAVENUE BRICK 8 1 1356 A DESMONDAVENUE BRICKI 10 1 1356 B DESMONDAVENUE BRICKI 10 1 1359 HEATHER ROAD BRICK 8 1 1360 WARREN STREET BRICK 7 1 1361 KING STREET BRICK 7 1 1362 KING STREET BRICK 5 9 444 STONELEIGH CIRCLE BRICK 6 9 1539 STONELEIGH CIRCLE BRICK 5 9 2055 BRIGHAM STREET BRICK 10 14 753 NORTH IRVING PARK BRICK 7 NOTES: 1. MANHOLE MATERIAL ASSUMED TO BE BRICK. MANHOLE DEPTH ASSUMED TO BE 10 VERTICAL FEET. SUBAREA MH TO SUBAREA TO MH CURED -IN -PLACE LATERAL LINER SUBAREA MH TO SUBAREA TO MH STREET/ LOCATION PIPE DIA MATERIAL APPROXIMATE MH TO APPROXIMATE STATION(S) APPROXIMATE LATERAL (IN) MH LENGTH (LF) LINER LENGTH (LF) 1 1287 1 165 CLEVELAND ROAD 8 CIPP 177 0+48 PROPERTY LINE 1 167 1 166 JEFFERSON AVENUE 10 PVC 190 0+80, 1+27, 1+76 PROPERTY LINE CLEANING AND TELEVISION INSPECTION SUBAREA MH TO SUBAREA TO MH STREET/ LOCATION PIPE DIA MATERIAL APPROXIMATE MH TO (IN) MH LENGTH (LF) 1 734 1 237 WARREN STREET 8 VC 100 0 \ 11- 1-) 0 OPEN CUT POINT REPAIR SEE SHEET C-11 14-1644 >� 14-753 4161 WINGPA87{ I -1643- #2� �/// 14,1 �- 26 7116 #30 CUT PROTRUDING SERVICE CONNECTIONS STREET/ LOCATION PIPE DIA (IN) MATERIAL APPROXIMATE MH APPROXIMATE STATION TO MH LENGTH (LF) 1 173 1 173 A HEATHER ROAD 8 VC 56 0+52 1 173 1 174 MICHAELAVENUE 8 VC 132 0+62 1 174 1 228 MICHAELAVENUE 8 VC 95 0+06 1 174 1 228 MICHAELAVENUE 8 VC 95 0+54 1 175 1 1295 ROSEAVENUE 8 VC 187 1+00 1 175 1 1295 ROSEAVENUE 8 VC 187 0+40 1 176 1 175 ROSEAVENUE 8 VC 126 0+86 1 176 1 175 ROSEAVENUE 8 VC 126 0+51 1 176 1 177 ROSEAVENUE 8 VC 119 0+67 1 224 1 1356 DESMONDAVENUE 8 VC 193 1+31 1 224 1 1356 DESMONDAVENUE 8 VC 193 1+82 1 224 1 1356 DESMONDAVENUE 8 VC 193 0+65 1 224 1 1356 DESMONDAVENUE 8 VC 193 0+13 1 225 1 224 DESMONDAVENUE 8 VC 196 0+97 1 225 1 224 DESMONDAVENUE 8 VC 196 0+43 1 225 1 224 DESMONDAVENUE 8 VC 196 0+35 1 227 1 229 HEATHER ROAD 8 VC 174 1+37 1 228 1 228 A WARREN STREET 8 VC 171 1+53 1 734 1 237 WARREN STREET 8 VC 100 0+73 1 1295 1 173 HEATHER ROAD 8 VC 112 0+64 1 1296 1 1297 CAREYAVENUE 8 VC 165 0+11 1 1296 1 1297 CAREYAVENUE 8 VC 165 0+70 1 1296 1 1297 CAREYAVENUE 8 VC 165 1+22 1 1297 1 1298 HEATHER ROAD 8 VC 151 1+34 1 1297 1 1298 HEATHER ROAD 8 VC 151 1+10 1 1361 1 1362 KING STREET 6 VC 433 1+22 14 753 14 1643 A NORTH IRVING PARK 6 VC 146 0+26 CURED -IN -PLACE STRUCTURAL MANHOLE TO MANHOLE LINER INSTALL MANHOLE FRAME AND COVER SUBAREA MH STREET/ LOCATION MATERIAL 1 1 175 228 ROSEAVENUE WARREN STREET BRICK BRICK PIPE DIA APPROXIMATE MH SUBAREA MH TO SUBAREA TO MH STREET/LOCATION MATERIAL REINSTATE SERVICE (S) (IN) TO MH LENGTH (LF) 1 173 1 174 MICHAELAVENUE 8 VC 132 0+62 1 224 1 1356 D ES MO N D AV E N U E 8 VC 193 0+13, 0+51, 0+65, 1+25, 1+31, 1+82 1 225 1 224 DESMONDAVENUE 8 VC 196 0+35, 0+43, 0+97, 1+53, 1+84 1 227 1 229 HEATHER ROAD 8 VC 174 0+16, 1+27, 1+37 1 1298 1 1295 CAREYAVENUE 8 VC 104 1 1356 1 227 A DESMONDAVENUE 8 VC 101 0+64 1 1356 1 1356 B DESMONDAVENUE 8 VC 92 0+15, 0+35, 0+81 1 1362 1 1361 KING STREET 6 V C 433 0+10, 0+20, 0+30, 0+40, 0+60, 1+22, 1+75, 2+50, 3+00 -1298�� 1-1297 0 A�2 1-1296 L SUBAREA MH TO SUBAREA TO MH 9-�764 )41�,, ,4 9-1 6�2 9�764A� O #119 #� L9 �r #zz , #115 BEM sT ET #1 #77 C #30 9-1761 9-2055 #s 9-444 #40 -92059_ 43 y OPEN CUT %y REPLACE WYE -FW 9 1-544 POINT REPAIR J' #so SEE SHEET C-9 cy.� SEE SHEET C-9 9-1539 OPEN CUT A ty POINT REPAIR Q1 k fis -ie1 SEE SHEET C-9 ® 9-59�A ����;���4 9-1450 �5-695 #ss �-59 5-1944� 1945 9� 1760 65 s BUILD MANHOLE BENCH AND INVERT SUBAREA MH STREET/LOCATION MATERIAL 1 1359 HEATHER ROAD BRICK CURED -IN -PLACE MANHOLE TO MANHOLE LINER STREET/ LOCATION PIPE DIA MATERIAL APPROXIMATE MH TO (IN) MH LENGTH (LF) 1 173 1 173 A HEATHER ROAD 8 VC 56 1 174 1 228 MICHAELAVENUE 8 VC 95 1 175 1 1295 ROSEAVENUE 8 VC 187 1 176 1 175 ROSEAVENUE 8 VC 126 1 176 1 177 ROSEAVENUE 8 VC 119 1 177 1 177 A HEATHER ROAD 8 VC 83 1 226 1 1359 HEATHER ROAD 8 VC 244 1 227 1 227 A DESMOND AVENUE 8 VC 99 1 228 1 228 A WARREN STREET 8 VC 171 N 1 228 1 229 WARREN STREET 8 VC 25 1 228 A 1 228 B WARREN STREET 8 VC 175 1 229 1 230 WARREN STREET 8 VC 54 1 230 1 1361 WARREN STREET 8 VC 164 1 231 1 1361 WARREN STREET 8 VC 95 1 1295 1 173 HEATHER ROAD 8 VC 112 1 1296 1 1297 CAREYAVENUE 8 VC 165 1 1297 1 1298 HEATHER ROAD 8 VC 151 200 100 0 200 1 1356 A 1 1356 DESMOND AVENUE 8 VC 99 MENIM Feet 1 1360 1 172 KING STREET 10 VC 172 9 444 9 1539 STONELEIGH CIRCLE 6 VC 211 9 444 9 2051 STONELEIGH CIRCLE 6 VC 202 9 2055 9 1761 BRIGHAM STREET 6 VC 275 14 753 14 1644 NORTH IRVING PARK 6 VC 146 14 753 14 1643 A NORTH IRVING PARK 6 VC 160 REINSTATE SERVICE (S) 0+52 0+06, 0+54 0+40, 0+62, 1+00, 1+32 0+51, 0+86, 1+24 0+42, 0+67, 0+92 0+34, 0+44, 1+12, 1+24, 1+76, 1+86 0+44, 0+46 1+53 0+77, 0+87 0+58, 1+19 0+14 0+64, 0+77, 1+08 0+11, 0+70, 1+22, 1+50 1+10, 1+34 0+62 0+63, 0+99 0+85 0+89, 1+99 0+77, 0+85 0+26 0+25, 0+57 CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 ---v Weston (Q-S'�_Dampsor° Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: Revisions: No. Date Description Seal: �.I"OFIl�ss 9 p�� DAVID M. cyG oELMER R, CIVIL co No. 41507 oPo�c �FG/S1�R 4�� FSS ONALENG COA: Issued For: BID Scale: AS NOTED Date: SUMMER 2021 Drawn By: ZSO Reviewed By: MJD Approved By: DME W&S Project No.: 2180170 W&S File No.: Drawing Title: PLANS AND TABLES Sheet Number: .z Document 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MANHOLE TO MANHOLE LINER PIPE DIA APPROXIMATE MH TO SUBAREA MH TO SUBAREA TO MH STREET / LOCATION MATERIAL REINSTATE SERVICE (S) (IN) MH LENGTH (LF) 1 209 1 1291 CHAPMAN STREET 8 VC 238 0+55, 0+79, 1+39, 1+49, 1+78, 1+93, 2+27, 2+33 1 234 1 235 CHAPMAN STREET 6 VC 257 0+20, 0+28, 0+66, 0+76, 0+99, 1+27, 1+45, 1+74, 2+02 1 1291 1 1290 CHAPMAN STREET 8 VC 240 0+23, 0+89, 1+11, 1+62, 1+88 1 1363 1 234 CHAPMAN STREET 6 VC 200 1-13, 0+28, 0+61, 0+87, 0+92, 0+97, 1+34, 1+52, 1+89, 1+<_ 6 232 6 232A GRANDVIEW AVENUE 6 VC 233 0+68, 0+78, 1+13, 1+39, 1+43, 1+81 6 233 6 232 GRANDVIEW AVENUE 6 VC 231 0+04, 0+42, 0+46, 1+04, 1+37, 1+41, 1+51 6 514 6 1893A GILBERTSTREET 8 VC 110 0+82 11 1216 11 707 WAVERLEYAVENUE 8 VC 276 1+00, 2+00 11 5020 11 709 ORCHARD STREET 10 VC 52 0+20, 0+40 12 831 12 2014 CALIFORNIA PARK 6 VC 72 0+10, 0+44, 0+66 12 948 12 949 CALIFORNIA PARK 8 VC 16 12 1490 12 948 CALIFORNIA PARK 6 VC 149 0+12 12 2014 12 1490 CALIFORNIA PARK 6 VC 85 0+04, 0+42, 0+44 15 122 15 1244 GERTRUDE STREET 8 VC 239 1+00, 2+00 15 127 15 102 GOLDIE STREET 6 VC 189 0+75, 1+25 15 1244 15 97 GERTRUDE STREET 8 VC 242 1+00, 2+00 15 1250 15 1851 ELMWOOD AVENUE 8 VC 234 0+75, 1+25 11A 5-3 11A 5-3 A BRADHSHAW STREET 8 VC 150 11A 17-5 11A 17-3 WOLLITZER LANE 10 VC 301 MANHOLE CEMENTITIOUS LINING SUBAREA MH STREET/LOCATION MATERIAL APPROXIMATE DEPTH 6 1893 A GILBERT STREET BRICK1 7 6 232 CHAPMAN STREET BRICK1 7 6 514 GILBERT STREET BRICK1 7 11 707 WAVERLEYAVENUE BRICK1 7 11 1216 WAVERLEYAVENUE BRICK1 7 12 831 CALIFORNIA PARK BRICK1 7 12 948 CALIFORNIA PARK BRICK1 7 12 1490 CALIFORNIA PARK BRICK1 7 12 2014 CALIFORNIA PARK BRICK1 7 15 97 WAVERLEYAVENUE BRICK1 7 15 122 GERTRUDE STREET BRICK1 7 15 127 GOLDIE STREET BRICK1 7 15 1244 GERTRUDE STREET BRICK1 7 15 1851 ELMWOOD AVENUE BRICK1 7 11A 5-3 BRADSHAW STREET BRICK1 7 11A 17-3 WOLLITZER LANE BRICK1 7 11A 17-5 WOLLITZER LANE BRICK1 7 NOTES: 1. MANHOLE MATERIAL ASSUMED TO BE BRICK. MANHOLE DEPTH ASSUMED TO BE 7 VERTICAL FEET. DRAIN INSTALL NEW MANHOLE SEE SHEET C-15 #(38) ,#(33) �I❑J � 11 a-5-3A (32 (24 11 -3-1 -3 ,) a_5 11 a-5-3 J� zs �d Af ,4)01 SFr 3 C 11 a-6 95 5 # 3 47 5-7 # i CLEANING AND TELEVISION INSPECTION PIPE DIA APPROXIMATE MH TO SUBAREA MH TO SUBAREA TO MH STREET/ LOCATION MATERIAL (IN) MH LENGTH (LF) 6 1358 6 1358A GRANDVIEW AVENUE 8 VC 200 11 712 11 710 ORCHARD STREET 10 VC 220 99 4-3 99 4-4 CLEVELAND ROAD 12 VC 91 99 4-4 99 4-5 CLEVELAND ROAD 12 VC 106 99 4-5 99 4-10 CLEVELAND ROAD 12 VC 187 11A 17-3 11A 17-3A FRENCH STREET 6 PVC 100 N OTES: 1. CONTRACTOR SHALL CLEAN AND TELEVISION INSPECT SEWER SERVICES AND APPLY FOR PAYMENT UNDER ITEM 12A. SUBAREA MH TO SUBAREA TO MH STREET/ LOCATION PIPE DIA (IN) MATERIAL APPROXIMATE MH APPROXIMATE STATION TO MH LENGTH (LF) 6 1358 6 1358A GRANDVIEW AVENUE 8 VC 200 1+64 CURED -IN -PLACE LATERAL LINER SEWER 11-1880 Gam# � 11'-1'804 11 1.219 !11=712_ #(33) 11-1s�a ; HARN ED NA:V` 11--18.�_ 1=711 ENUE _i► W O W O '879 0 11-710 > b 30) �� W 3) �11-709A Z 15 136 11-88 11- 7799 L-6681' 2 21� 1=1T1-1314 111,2171 a' 92 S -,J20) HILLTOP 11-71, J we9�L1'1-5020 R/OA # 11-709 W „5 �� 15-1256 15 1850 j " Q Q- zes; 11-4 9 3 /� 11_1800 1,5-137 11-1216 y 11/1878� p�J #(z* 11-708 LO�yEL 'o 1/L6a) W9 .AVENUE sJ\J / 15,135 15-1212 44 1518N 32J J 15-718 #f233 91 /. 15=134 \'�G/ #(2 _ 15-1877 #f2as) 26 2s1V �/ > 1 1848 ��� - r _ _1.243/ 15-5 -719 1 -7041 �= 15-133 3 ...... � 15 � ,�� � 15;96 ) alz 15 1226 15-1255 C97 15-1227 n -+u ( GERTRU 15-1244 1 and � 121 J � W16)* 15-97 7) 1{fn9-,e>a �007/ '15�1228 15 1 z7) �, 70- 2) w,87J Q 'I. 3 4sJ 1'5 1.24'7 � �O af16 J eat �nz 6 1 -552 a as- 15-1� 63i �Q aM1) �164 "J FFT 3 J #140f #(3 2 If(t 55) 41J 15-1'248 a33) ss .5-98 4s #!i () a(138 �J .5) #(„J aft el a -99 # 1511-24 115-1229 6 R T #(18-1328 61 15-5_ �r1f2) ��aS1jRF ❑ FT (126) ) 4 (126) 0 ? (18 9) (; 26 #,- g #f2 W 15-100\ 4f,22-124) W zaz4 # 118 15) #(45) 15- �• 1 15,1851 15-127 " 15-101 15 1230 1 s,'�o2 15-102 15-1810 eq�CR 151250 STRFFOpT. 96 98) 1 -1250 (96-98) 15-103 aQ 15-1231'. 15-2010 200 100 0 200 Feet PIPE DIA APPROXIMATE MH TO APPROXIMATE LATERAL SUBAREA MH TO SUBAREA TO MH STREET / LOCATION MATERIAL APPROXIMATE STATION(S) (IN) MH LENGTH (LF) LINER LENGTH (LF) 11 709 11 708 ORCHARD STREET 10 CIPP 215 0+16, 0+97, 1+34, 1+42, 1+44, 2+02 PROPERTY LINE 11 709 A 11 709 ORCHARD STREET 10 CIPP 271 0+08, 0+65, 0+83, 1+32, 1+92 PROPERTY LINE 11 711 11 709 A ORCHARD STREET 10 CIPP 211 0+51, 0+64, 1+15, 1+20, 1+56 PROPERTY LINE Project: TOWN OF WATERTOWN, MA CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 1St1 9 Sam BSI Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: Revisions: No. Date Description Seal: "OF�4SSq DAVID M. cyG ELMER m CIVIL 01 No. 41507 STERN FSS/ONALENG COA: Issued For: BID Scale: AS NOTED Date: SUMMER 2021 Drawn By: RMG Reviewed By: MJD Approved By: DME W&S Project No.: ENG20-0691 W&S File No.: Drawing Title: PLANS AND TABLES Sheet Number: .z Document Path: \\wse03.local\wse\Depts\GlSdata\Client\Watertown MA\Projects\2180195.C\C-4.mxd COPYRIGHT 2019 WESTON & SAMPSON SEWER #(24) 9-594 #(zo-z 0 5- 342 < #(14) 0 L . P 70-N 10-1 #—11 (16) m OD - �• #(31) N 9=494q #(316) #(324) #(330) I 9-1085 9-1084 5-19 3 9-1086 5-6958 %\ 9/ 1962 MOUNT AUBURN STREET #(303) #(305) N NN #(297) 'fl # 305) (J1�O� 0. #(12) # 17-7r 2 MANHOLE CEMENTITIOUS LINING APPROXIMATE SUBAREA MH STREET/LOCATION MATERIAL DEPTH 3 1558 LAUREL STREET BRICK1 7 3 2063 HAZELSTREET BRICK1 7 3 2066 HAZELSTREET BRICK1 7 3 2072 QUIMBYSTREET BRICK1 7 11 69 BELMONT STREET BRICK1 7 11 70 BELMONT STREET BRICK1 7 11 376 BELMONT STREET BRICK1 7 11 798 BELMONT STREET BRICK1 7 11 1182 BELMONT STREET BRICK1 7 11 1483 BELMONT STREET BRICK1 7 11 7042 SHELDON ROAD BRICK1 7 20C 1 OAKLEY ROAD BRICK1 7 20C 1-3 OAKLEY ROAD BRICK1 7 NOTES: 1. MANHOLE MATERIAL ASSUMED TO BE BRICK. MANHOLE DEPTH ASSUMED TO BE 7 VERTICAL FEET. BUILD MANHOLE BENCH AND INVERT SUBAREA MH STREET/LOCATION MATERIAL 5 447 PORTER STREET BRICK SEWER #(80) I #(86I 1#p01 #(94� c #(30-32) 23) #(17) #(20-22) O n m 5-1108-` - - -1109 —MOUNT AUBURN STREET 5-1 609 CURED -IN -PLACE LATERAL LINER PIPE DIA APPROXIMATE MH TO APPROXIMATE LATERAL LINER LENGTH SUBAREA MH TO SUBAREA TO MH STREET/ LOCATION MATERIAL APPROXIMATE STATION(S) (IN) MH LENGTH (LF) (LF) 1 1283 1 216 MADISON AVENUE 8 CIPP 190 0+86, 1+04, 1+09, 1+56, 1+72 PROPERTY LINE 5 442 5 2050 OAKLEY ROAD 8 CIPP 249 0+89 PROPERTY LINE 5 2050 5 1942 OAKLEY ROAD 8 CIPP 227 1+36 PROPERTY LINE CURED -IN -PLACE MANHOLE TO MANHOLE LINER 18 149 B 18 149 A CHANDLER STREET 6 VC - 21 LF (MANHOLE TO MAINLINE TEE) PIPE DIA APPROXIMATE MH TO SUBAREA MH TO SUBAREA TO MH STREET/ LOCATION MATERIAL REINSTATE SERVICE (S) (IN) MH LENGTH (LF) 1 1331 1 1337 PROSPECTSTREETI 6 VC 197 3 2063 3 2066 HAZEL STREET 6 VC 300 0+50, 1+00, 1+50, 2+00 3 2066 3 1558 HAZEL STREET 8 VC 40 3 2072 3 2066 HAZEL STREET 6 VC 144 0+75, 1+25 9 1084 9 1085 MT AUBURN STREET 6 VC 158 1+34 11 70 11 1182 BELMONT STREET 8 VC 50 11 371 11 373 BELMONT STREET 6 VC 169 0+75, 1+25 11 373 11 374 BELMONT STREET 6 VC 98 0+50 11 374 11 375 BELMONT STREET 6 VC 98 0+50 11 375 11 376 BELMONT STREET 6 VC 82 11 798 11 70 BELMONT STREET 8 VC 157 0+75, 1+25 11 798 11 376 BELMONT STREET 8 VC 142 0+44 11 1483 11 371 BELMONT STREET 6 VC 250 0+50, 1+25, 1+75, 2+25 11 7042 11 1483 SHELDON ROAD 6 VC 291 0+25, 0+50, 0+75, 1+25, 1+75, 2+00, 2+25 18 149 C 18 149 B CHANDLER STREET 6 VC 87 20C 1-3 20C 1 OAKLEY ROAD 12 VC 205 1+47, 1+70 NOTES: 1. CONTRACTOR SHALL INSTALL SHORT LINER FROM STA 1+02TO 1+06TO ABANDON BURIED MANHOLE 2. CONTRACTOR SHALL CUT OBSTRUCTION AT STA 1+36 PRIOR TO INSTALLING CIPP CURED -IN -PLACE STRUCTURAL MANHOLE TO MANHOLE LINER SUBAREA MH TO SUBAREA TO MH STREET/LOCATION PIPE DIA MATERIAL APPROXIMATE MH REINSTATE SERVICE (S) (IN) TO MH LENGTH (LF) 11 1182 11 69 BELMONT STREET 8 VC 207 0+45, 0+71, 1+72 DRAIN #(3) #(267-269) i #m #(23-2 (iA #01-13) 20c- #(263) (-4Oc- #(269)- C-7-7 #(204) #(2 G #(198) #(203) Q`Cj��v #(255) 20c- a FL�� (194) 20c_56 #(197) #(39- 1) #(33) Q� #(251-253) #(18) - #(246) (22-24) #(247) - (190) 20c 20c-7-8 20c-7-10 #(242) -6 #(243) (238) 20c-junc=6799A #(34) #(230) 0 2 -12-3 26- 8) (234) 2 oc-7- 20c-junc-5551 20c-6799 #(,8,) 20c-7-18 #(239) c-7-20 o-7- c- -17 c-7- #(k4- 6) #(174-176) #(177) #(2 #(235) � 0-212) #(214) #(231) 20c- 4 #(173-175 206) 20c-7- # 32-3 #(166) #(169) #(2 2-204) #(211) F R (15-17) �{ #(2 s-1 b4s #(167) �V y _ #(203) #(20) �'�� #(6) #(r9a) #(10) #(42) #(198-200) #(161) 2 54V 88-1s45 (14-1 ) 8-160) _ 0 _ QO� #(194-196) CIO#194 - #(197) #(39- i) # 1 ( ) ( 8 ) 5-1547 #(157-15s), se5-447 zz-z4) W #(1so-192) m #(190) 5-1987 (26-28 #(242) #(i50) LU #(153) 1 #(22-2 #(186) 5�-46 (30-32 #(189) � #(34) #(230) #(146) co #(149) #(i82-180) O #(42) 26- 8 � #(186) _ 5-7063 #(34 ) (218 #(178) #(187) S�OI� 5-2057 #(144) V 145- 4I) C- - _J #(181)"V V y#(158) #(174) O #�) # m #(235) #(179) #(177) _ #( 0-212) #(214) 5-20 8 #(231) #(175) co #(173-175) #(210-21 #(227) # -f986 #(173-17 6) #(49) #(206) M 5-651 0�5-1561 #(169) 5-652 #(169 5-1'548 #(41) #(203 21) #(167) 200 100 0 200 Feet DRAIN CLEANING ANDTELEVISION INSPECTION PIPE DIA APPROXIMATE MH TO SUBAREA MH TO SUBAREA TO MH STREET/ LOCATION MATERIAL (IN) MH LENGTH (LF) 5 447 5 7063 PORTER STREET 6 VC 67 11 66 11 1785 BELMONTSTREET 8 VC 170 11 67 11 66 BELMONTSTREET 8 VC 80 11 68 11 67 BELMONTSTREET 8 VC 131 11 69 11 68 BELMONTSTREET 8 VC 200 11 73 11 1213 BELMONTSTREET 8 VC 256 11 74 11 73 BELMONTSTREET 8 VC 246 11 77 11 76 BELMONTSTREET 8 VC 121 11 796 11 1212 BELMONTSTREET 8 CIPP 109 11 797 11 796 BELMONTSTREET 8 CIPP 308 11 1189 11 77 BELMONTSTREET 8 VC 104 11 1213 11 797 BELMONTSTREET 8 CIPP 252 11 1785 11 1189 BELMONT STREET 8 VC 40 20C 6799 20C 6799A SCHOOL STREET 10 PVC 50 20C 7-8 20C 5551 PORTER STREET 15 VC 105 20C 7-10 20C 7-18 PORTER STREET 15 VC 128 CURED -IN -PLACE SHORT LINER SUBAREA MH TO SUBAREA TO MH STREET/ LOCATION PIPE DIA MATERIAL APPROXIMATE MH TO APPROXIMATE TO APPROXIMATE (IN) MH LENGTH (LF) STATION STATION 1 1331 1 1337 PROSPECTSTREET1 6 VC 197 1+01 1+06 N OTES: 1. CONTRACTOR SHALL INSTALL SHORT LINER FROM STA 1+01 TO 1+06 TO ABANDON BURIED MANHOLE Project: TOWN OF WATERTOWN, MA CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 Westo 1 g Sa m pson. Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: Revisions: No. Date Description Seal: H °F MgsS 9 o� DAVID M. cyc ELMER m o CIVIL No. 41507 �FG/STER� SS�ONALDigitally signed by David Elmer Date: 2021.07.29 10:31:47-04'00' COA: Issued For: BID Scale: AS NOTED Date: SUMMER 2021 Drawn By: RMG Reviewed By: MJD Approved By: DME W&S Project No.: ENG20-0691 W&S File No.: Drawing Title: PLANS AND TABLES Sheet Number: .z Document Path: \\wse03.local\wse\Depts\GlSdata\Client\Watertown MA\Projects\2180195.C\C-5.mxd COPYRIGHT 2019 WESTON & SAMPSON SEWER #(3 > U #(22) r- #(2) #(6-8) #(10) #(14) #(22) #(26) #(30) #(34) #(38) #(42) #(48) #(52) #(56 #(330) u(2a6a1a1 O� O 10-1 0215ARSENAL STREET wz 2 1-1 INOOLEY AVENUE #(94) #(98) #(102) #(106) 4--645 4-1554 4-1471 4 (49) #(200-206)- =1027A 2-1053 �P(35s) #{37s) -- - 2-1051 / ���I.. �,�„h�.�i,- 12-16 8 SEWER #(143) 65) - #(6 UNION STREET �,����tG,� j 12 607 P� � ' 12 12� #(1 6 12-13 #(5 #( 6) ?2-1148 #(40) 7 # 8#(30 #(1012)-12 3605 #(73�,,, 12-1149 #(42) (34) 5) 12; 51'0 #(2) #(51 #(z r� #(6) 12-1701 #(64) #(62 �Si #(37) 127505 #(1 3 \ �12=$19 12 12-14 12-939 #(e) #(,a) 12-1700 O 0 �2 #(44-3572 ) #( p) Y2=8'Y6 1�=15 #(1 #(98 #{9 #(18-20) #(13) Q 12-1698 # 5) #(9 9� #(3) #( 2) _ - # 9) 12 703 6 #(38-40A) #( zs 12-1#(80) 899 #(s #(tot) #(76) 121150 03) LJin -, #(10 12-18 12-941 12-940 12-1706 - 12=17 12=1s #r WATER OPEN CUT REPAIR #(a) SEE SHEET C-14 #(1%o6) # 79) CAPITOL STREET J �,$) #(� j STREET L1-z-aa7 ( -�► 12-1451 12-20 19) M O #(46-4) ■ J N�-J 12-942 C� 2)#(67 (ss RSFSTR 121943 r� #( 3) #(125) 7) /� � f2=1708 #(51-5) #(11 3) ) 2 12-1707 12-2-1 #(4) #(z -31) 12-3776 12-)44= e� CO #(1 5) ' #(74) 9) - 12-1709 12y24 #(123 12s) HUNT #(5812, ) STREET #(18) 12=839 #(as) K Q h #(3 -34) #(14-1) __J `_ 12-820 O #( ) 9A) 1-"L- 28#(87) #(36) #(28) - �Z �� ----- m 12-827 ufsl-s CID N p =2-819 2 14) 1 - � n OYD STR��T +�1Y2- m- M d 18/ 12-7050 CUT PROTRUDING SERVICE CONNECTIONS SUBAREA MH TO SUBAREA TO MH STREET/ LOCATION PIPE DIA (IN) MATERIAL APPROXIMATE MH APPROXIMATE STATION TO MH LENGTH (LF) 10 1722 10 1723 PEQUOSSETTE STREET 8 ABS 249 1+48 CURED -IN -PLACE STRUCTURAL MANHOLE TO MANHOLE LINER 10 1722 10 1723 PEQUOSSETTE STREET 8 ABS 249 1+80 4 1977 4 1471 WALNUTSTREET 8 VC 304 2+08 SUBAREA MH TO SUBAREA TO MH STREET/LOCATION PIPE DIA MATERIAL APPROXIMATE MH REINSTATE SERVICE (S) (IN) TO MH LENGTH (LF) 10 1714 10 1715 PALMER STREET 6 VC 202 0+08, 0+18, 0+92, 0+93, 1+18, 1+29, 1+73, 1+91 1 SEWER CURED -IN -PLACE LATERAL LINER PIPE DIA APPROXIMATE MH TO APPROXIMATE LATERAL LINER LENGTH SUBAREA MH TO SUBAREA TO MH STREET/ LOCATION (IN) MATERIAL MH LENGTH (LF) APPROXIMATE STATION(S) (LF) 9 1642 9 1632 PHILLIPS STREET 8 VC 62 0+00 25 LF (SERVICE TO #61A PHILLIPS STREET) SEWER # e) #(8) 14- ;63 14 66S 1 �3 I 14-760 i SUBAREA MH MANHOLE CEMENTITIOUS LINING STREET/ LOCATION MATERIAL APPROXIMATE DEPTH 10 1157 BAY STREET BRICKl 7 10 1711 PAUL STREET BRICK1 7 10 1714 PALMER STREET BRICK1 7 10 1715 PALMER STREET BRICK1 7 10 1716 PALMER STREET BRICK1 7 10 1717 BAY STREET BRICK1 7 10 1718 NORTH BEACON STREET BRICK1 7 10 1721 PEQUOSSETTE STREET BRICK1 7 10 1722 PEQUOSSETTE STREET BRICK1 7 10 1723 PEQUOSSETTE STREET BRICK1 7 10 1724 BEECHWOODAVENUE BRICK1 7 10 1725 BEECHWOODAVENUE BRICK1 7 10 1726 BEECHWOODAVENUE BRICK1 7 14 6540 THURSTON ROAD BRICK1 7 N OTES: 1. MANHOLE MATERIAL ASSUMED TO BE BRICK. MANHOLE DEPTH ASSUMED TO BE 7 VERTICAL FEET. 1401:i4�1110M2W-IT 1:I►1fi/_101:L•IlI*LeiAi/_10II:LeiIaI10191 SEWER -1005 MAIN STR7 1006 #(�) 61s #(612) 7-29� Z /V, #(600) Kq #(15) #(600) i #(12) 7-293A 14) #(14) (18) 21) 7-1911 #(32) #(s) %71400 1(36) 7-1399 #(z) #(2) #( 21 7-7037 #142) 7-7012 #(41) #(38) #(37) #(34) ____Q #(33) #(30) J 7-292 #(29)' CLEANING AND TELEVISION INSPECTION SUBAREA MH TO SUBAREA TO MH STREET/ LOCATION PIPE DIA MATERIAL APPROXIMATE MH TO (IN) MH LENGTH (LF) 14 1674 14 2097 IRVING STREET 6 VC 106 #(184-18$I) I #(18 ) #(194) 16) #(20 ) 10-1-730 (212-216) #(21 (230) #(226) # 2 10-31 _ 10-30 #(23) 9(246) #(z4 ,/ i� 10-909 ORTH SEA CON STREET 41/ # 217-21 0-29 l0_32 �1 1 #(46) #(227) 3-215 � (229) CO #(50-52) #( 33) (249-251) 10-1.7-14 10 3 e 10-1729 „) �O #(54-56) 3 10-1158 #(14) [#(9-11) #(8-10) 4 67) 10-1157 10-1718 V #(273) (7) #a5 �1091CO #(60) - # 277) #(25 ANUE #(17) #(14 10-910 10-913 EDI-rw #(z1) 4(22) # 1� (9) �C #(30 17 3 ) #(64) 10-#(1c Ul t0-1728 101719 #(21) r #05) r #(13) -4 #(396) 10-914 J1 #(26y010-1-715 #(16 'A � �0-1720 C 4(25) - - A #(19) f1�� #(17) #(391M /- #(175) #(70) (9-11) (31 '� �) i #(23) #(26 10-1727 � t�� #(z9) $ m 380) CC #(36) (31 #(2s) #(29 <1 4(74) 10-1721 � -� 10-1717 # 7-39) C#(38fa)OPEN CUT LU ❑ ______AIR -- # 372-31 T C-13 (368-37 ) #�8)84 #4�t 10-1-1 i. POINT REP � m #(48j4 #(37) SEE SHEET 6 10-171 S #(1 ) ('� #(45) (41 L) #(43) #(348 #(358) ' 10-1722 #(50) #(362 } �� 10-1726 VVV #V) #(57) #( 4) # 47 10-1711 L OPEN CUT i #(63-65) (326-3 8) #(55) `{S POINT REPAIR i # �) # 330-33 - SEE SHEET C-13 # 04 #(69-67) Q SOP 1081 023 10 1725 #(308) GAP 7,� 10-1724 �I s� SUBAREA MH TO SUBAREA TO MH STREET/ LOCATION PIPE DIA (IN) MATERIAL APPROXIMATE MH TO MH LENGTH (LF) REINSTATE SERVICE (S) 4 1977 4 1471 WALNUTSTREET 8 VC 304 0+42, 0+60, 0+99, 1+06, 1+30, 1+41, 1+71, 1+90, 2+08, 2+22, 3+02 7 293 7 293A ESSEX STREET 8 VC 113 0+45, 0+50 7 7012 7 1399 NASH STREET 8 VC 49 7 293A 7 1400 ESSEX STREET 8 VC 126 0+65 9 1642 9 1632 PHILLIPS STREET 8 VC 62 0+03 10 1157 10 1717 BAY STREET 6 VC 247 0+32, 0+46, 0+92, 1+20, 1+62 10 1711 10 1716 CHARLES RIVER ROAD 12 VC 271 1+03, 1+50 10 1715 10 1716 PALMER STREET 6 VC 224 0+16, 0+21, 0+58, 0+82, 0+95, 1+44, 1+48, 2+10 10 1716 10 1717 CHARLES RIVER ROAD 12 VC 269 0+92, 2+26 10 1717 10 1718 CHARLES RIVER ROAD 12 VC 408 0+77, 2+15, 2+60 10 1721 10 1722 PEQUOSSETTE STREET 6 ABS 200 0+35, 0+63, 0+75, 1+20, 1+22, 1+69, 1+70 10 1722 10 1723 PEQUOSSETTE STREET 8 ABS 249 0+16, 0+51, 0+72, 0+88, 1+48, 1+80, 1+95, 2+05, 2+13 10 1723 10 1711 CHARLES RIVER ROAD 8 VC 257 1+00 10 1724 10 1723 CHARLES RIVER ROAD 8 VC 252 0+71, 1+01, 1+99 10 1725 10 1724 BEECHWOODAVENUE 6 VC 98 10 1725 10 1726 BEECHWOODAVENUE 6 VC 174 0+18, 0+20, 0+26, 0+78, 1+23 12 24 12 1709 MORSE STREET 6 VC 231 0+15, 0+17, 0+38, 0+44, 0+57, 0+98, 1+00, 1+53, 2+13, 2+20 12 24 12 3776 MORSE STREET 6 VC 271 0+11 12 1700 12 1701 MORSE STREET 8 VC 157 12 1700 12 1706 MORSE STREET 8 VC 302 0+92, 2+64 12 1701 12 1606 MORSE STREET 8 VC 149 0+94 12 1707 12 20 MORSE STREET 8 VC 241 0+63, 0+65, 0+88, 1+15, 1+21, 1+64, 1+75, 2+22 14 757 14 4 WHEELER LANE 6 VC 100 14 1683 14 6540 THURSTON ROAD 6 VC 150 0+58, 0+72 14 6540 14 757 THURSTON ROAD 6 VC 106 4 200 100 0 200 Feet BUILD MANHOLE BENCH AND INVERT SUBAREA MH STREET/LOCATION MATERIAL 14 1674 IRVING STREET CEMENT Project: TOWN OF WATERTOWN, MA CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 M t n Sar F___ Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: Revisions: No. Date Description Seal: 1" OF MgsS 9 DAVID M. cyG ELMER all o CIVIL co No. 41507 STEFZ� 107 SS/ONALEN Digitally signed by David Elmer Date: 2021.07.29 10:33:16-04'00' COA: Issued For: BID Scale: AS NOTED Date: SUMMER 2021 Drawn By: RMG Reviewed By: MJD Approved By: DME W&S Project No.: ENG20-0691 W&S File No.: Drawing Title: PLANS AND TABLES Sheet Number: C-6 .z Document Path: \\wse03.local\wse\Depts\GlSdata\Client\Watertown MA\Projects\2180195.C\C-6.mxd COPYRIGHT 2019 WESTON & SAMPSON Project: TOWN OF WATERTOWN, MA DMH 2194 — �` RIM=1 00.06 - —1 0"D VC U 3: 1 n CO U UU _ 00> U o O o Q0 SMH 6-1412 STA 0+00 RIM=1 00.1 4 INV.(IN-1)=92.44 INV.(IN-2)92.44 INV.(OUT)=92.44 #43 6"S VC INSTALL SEWER MANHOLE AT EXISTING STUB 6-7000 STA 1 +19 ACTON STREET 6"W "G Cl REPLACE SEWER AT STA 1 +15 WITH 6" PVC W #4 � #23 H N PLAN SCALE: 1 " = 40' \54-56 \ CONTRACTOR _ SHALL PERFORM ovGj SMH STA 12+50 LOCATE UTILITIES cc)o #46 RIM=104.43 PRIOR TO �i� 2#50INV.(IN-1)=96.93 ORDERING 0'tl� #44 INV.(OUT-2)=99.73 MANHOLE #49 7 DMH INV.(OUT-3)=96.88 v7 i9 RIM=96.79 WMH RIM=99.32 "G Cl 6"S VC CHARLES STREET SMH 6-1895A STA 0+00 #49 RIM=96.87 #25-29 INV.(IN-1)=89.87 INV.(IN-2)=89.72 #45 #41 INV.(OUT)=89.32 1. CONTRACTOR SHALL REPLACE A MINIMUM OF 3-FEET OF EACH INCOMING AND OUTGOING PIPE, WITH SDR 35 PVC, CONNECTED TO EACH MANHOLE BEING REPLACED. DIAMETERS SHALL MATCH EXISTING PIPES. CONNECTIONS FROM THE NEW SDR 35 PVC TO THE EXISTING PIPES SHALL BE MADE WITH LEAK -PROOF FLEXIBLE COUPLINGS AND CONSIDERED INCIDENTAL TO THE MANHOLE INSTALLATION. 2. SLOPE OF SEWER ASSUMED TO BE 0.004. ACTUAL SLOPE AND DEPTH OF PROPOSED MANHOLE TO BE DETERMINED IN FIELD BY CONTRACTOR. 110 N V) 80 ACTON STREET APPROXIMATE EXISTING GRADE INSTALL SEWER Q MANHOLE AT U EXISTING STUB (3 6-7000 6 S VC REPLACE SEWER SERVICE AT STA 1+15 WITH 6" PVC m Cn M N N 0I rn o��^ II O O N + O I 0 0)0i: + of oil zzo '0)0 > > > � ZZZ ` VI �Q VI Z 0+00 1 +00 PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT 110 110 100 100 80 2+00 Q LO 00 I 0 80 PLAN SCALE: 1 " = 40' #59-57 #65 REPLACE SEWER SERVICE WYE AT STA 1+51 AND CONNECT TO EXISTING PVC BUILDING CONNECTION raG CHARLES STREET APPROXIMATE EXISTING GRADE I CD REPLACE SEWER SERVICE WYE AT STA 1+51 AND CONNECT TO EXISTING PVC m z BUILDING CONNECTION LJ_J Q Q m � o I I r> 00 N 7 Cq M0-) '6rnrn 00 00 rn 00 M 0) II II M r7 O is is 000 N� ao o is N Ln4 +(fl I 0MzzO +o > > N�z00 L > > > IccI L > > > C/) E Z Z Z Z Z Z 0+00 1 +00 PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT 2+00 •• 80 3+00 40 20 0 40 80 4 2 0 4 8 HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 Weston @Sampso n8m Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: Revisions: No. Date Description Seal: "OFASS q DAVID M. cyG o ELMER R, CIVIL y No. 41507 FSS/pNALEN� Digitally signed by David Elmer Date: 2021.07.29 10:34:40-04'00' COA: Issued For: BID Scale: AS NOTED Date: Drawn By: Reviewed By: Approved By: SUMMER 2021 HCC MJD DME W&S Project No.: W&S File No.: 2180195 Drawing Title: ACTON STREET AND CHARLES STREET PLANS AND PROFILES Sheet Number: Cm7 3 COPYRIGHT 2020 WESTON & SAMPSON `►[41l PLAN SCALE: 1 " = 40' 1. CONTRACTOR SHALL PERFORM WORK OUTSIDE OF CUNNIFF SCHOOL HOURS. 110 WARREN STREET APPROXIMATE EXISTING GRADE REPLACE DRAIN WITH 12" PVC AS REQUIRED BY ENGINEER 100 ----- z w < Q o o � c4 I g" S VC M REPLACE SEWER I SERVICE AT STA- 0+81 WITH 6" PVC r10 rn rn rn 0) 00 N ++0zzz — O > > > 80 0+00 PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT 110 .e rn rn "� rn LnLnrn II +C) ~ oMzo Q > > 80 1 +00 �A DMH 163 CONTRACTOR SHALL 111 1\ RIM=99.91 PERFORM TEST PIT DMH 2O91 Q Z TOP—OF—PIPE=96.16 RIM=96.48 TO LOCATE UTILITIES U W #9 PRIOR TO ORDERING INV.(IN)=91.63 MANHOLE INV.(IN)=91.68 �, INSTALL SEWER INV.(OUT)=91.58 MANHOLE AT #59 c� STUB 1-173A CA STA 0+56 12"D VC 4"G Cl S 8„S VC c� 2 1 8"W Cl—] > � m i�E�SMH 1-173A ' N CB RIM=97.07 #83_8 RIM=98.86 In LLJ c� #89-91 #67 cn SMH 1 —173 #95 00 STA 0+00 RIM=100.08 INV.(IN-1)=93.10 REPLACE SEWER Z INV.(IN-2)=93.10 SERVICE AT STA Y INV. (OLIT) =93.10 0+52 WITH 6" PVC PLAN SCALE: I" = 40' 1. CONTRACTOR SHALL REPLACE A MINIMUM OF 3—FEET OF EACH INCOMING AND OUTGOING PIPE, WITH SDR 35 PVC, CONNECTED TO EACH MANHOLE BEING REPLACED. DIAMETERS SHALL MATCH EXISTING PIPES. CONNECTIONS FROM THE NEW SDR 35 PVC TO THE EXISTING PIPES SHALL BE MADE WITH LEAK —PROOF FLEXIBLE COUPLINGS AND CONSIDERED INCIDENTAL TO THE MANHOLE INSTALLATION. 2. SLOPE OF SEWER ASSUMED TO BE 0.004. ACTUAL SLOPE AND DEPTH OF PROPOSED MANHOLE TO BE DETERMINED IN FIELD BY CONTRACTOR. 110 90 REPLACE SERVICE 0+52 WI CAREY AVENUE APPROXIMATE EXISTING GRADE INST/ MANE STU B 8" S VC SEWER AT STA TH 6" PVC m � o � rn rri M � COO 0 0 cal I Lq + rn +o 0— z z p O = ~�zzz ~�Z PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT 110 •• ALL SEWER IOLE AT EXISTING 1-173A we 80 1 +00 40 20 0 40 80 4 2 0 4 8 HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' Project: TOWN OF WATERTOWN, MA CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 Weston (gsampso n8m Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: Revisions: No. Date Description Seal: A\,jH OFIygsS p� DAVID ELMER o CIVIL No. 41507 R, Fss/pNALVIG Digitally signed by David Elmer Date: 2021.07.29 10:36:10-04'00' COA: Issued For: BID Scale: AS NOTED Date: SUMMER 2021 Drawn By: HCC Reviewed By: MJD Approved By: DIME W&S Project No.: 2180195 W&S File No.: Drawing Title: WARREN STREET AND CAREY AVENUE PLANS AND PROFILES Sheet Number: 3 COPYRIGHT 2020 WESTON & SAMPSON N Project: TOWN OF WATERTOWN, MA u SMH 9-444 STA 2+ 15 #37 #34 RIM=102.39 U#115 (V '° INV.(IN)=96.29 #45 CB #35 SVC(IN)=96.39 #27 #112 REPLACE SEWER #39 O IM=93.59 INV.(OUT)=96.24 STA 1 +83 TO STA C B REPLACE SEWER STA 2+03CTOSSTA 2EWER +13 SMH 9-1761 � CB 1+93 WITH 6" PVC DMH 647 RIM=102.05 0+02 TO STA 0+14 WITH 6" PVC STA 0+00 �� RIM=98.94 RIM=102.02 INV.(OUT)=99.15 WITH 6" PVC RIM=98.1 6 (000 BRIGHAM STREET INV.(OUT)=97.17 CB INV.(IN-1)=87.76 z RIM=92.01 8„W INV.(IN-2)=87.51 z 6"W 6"S VC INV.(OUT)=87.51 6"S VC 10"D VC � 15"D RC "G CI LLJ 6"G Cl `b #106 Z `° STONELEIGH CIRCLE U ` CB RIM=97.89 Cg _ REPLACE DRAIN WITH 10" PVC a� DMH 646 RIM=101.90 SMH 9-2055 AS REQUIRED BY ENGINEER DMH 635 J RIM=97.86 STA 2+75 CB RIM=102.28 �#4 RIM=103.04 RIM=93.32 SMH 9-1539 INV.(IN)=97.63W INV.(IN-1)-90.91 Cn INV.(IN-2)=90.86 #42 INV.(IN—STUB)=93.34 DMH 636 STA 0+00 #40 INV.(OUT)=97.63 c INV.(OUT)=90.86 REPLACE SEWER SERVICE SVC(IN)=93.34 RIM=92.14 RIM=93.40 WYE AT STA 1+90 AND DROP(IN—SVC)=98.84 INV.(IN)=87.84 INV.(IN)=88.70 #105 CONNECT TO EXISTING PVC INV.(OUT)=93.34 CB(IN)=87.54 #50 INV.(OUT)=88.10 #30 I BUILDING CONNECTION I INV.(OU 1 =87.44 110 IIIISIT910 a U U QO co 80 PLAN SCALE: 1 " = 40' BRIGHAM STREET APPROXIMATE EXISTING GRADE -- o (31 REPLACE STA 1+83 i z TO STA 1+93 WITH 6" PVC Q o� REPLACE SEWER SERVICE WYE AT STA 1+90 AND CONNECT TO EXISTING PVC BUILDING CONNECTION Lq rn 00 � m C) I I O Ln O N O N r6 (/ +co Orn z z O +o 0)N� z ME Z Z Z U) U) E Z 0+00 1 +00 PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT 2+00 NOWNUM NESSEMW we IIIIIIIIIII0 oq 00 r7 C II I ^ z o o z 80 3+00 110 we M ro LO I 80 PLAN SCALE: 1 " = 40' STONELEIGH CIRCLE APPROXIMATE EXISTING GRADE i i i i / 6 REPLACE DRAIN z WITH 10" PVC AS Q REQUIRED BY o ENGINEER REPLACE SEWER STA 2+03 TO STA 2+13 WITH 6" PVC REPLACE SEWER STA 0+02 TO STA 0+14 WITH 6" PVC o O � 0) N I\ 0 0-)N r'`, M Oo ao II O LO M 0) II II II � +ram^D O O z 0 O �N II +O^^� N Z z 0 > > < > j > 0+00 1 +00 PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT 2+00 110 80 3+00 40 20 0 40 80 4 2 0 4 8 HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 Weston (gsampso n8m Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Conl sultants: Revisions: No. Date Description Seal: "OF Mgssq DAVID M. cyG oELMER R+ CIVIL No. 41507 CO) `SS�ONALEN Digitally signed by David Elmer 7 Date: d;au'✓'v�'�- 2021.07.29 10:36:39-04'00' COA: Issued For: BID Scale: AS NOTED Date: SUMMER 2021 Drawn By: HCC Reviewed By: MJD Approved By: DME W&S Project No.: 2180195 W&S File No.: Drawing Title: BRIGHAM STREET AND STONELEIGH CIRCLE PLANS AND PROFILES Sheet Number: CD N O CD 0 CM9 COPYRIGHT 2020 WESTON & SAMPSON 3 a U U CONTRACTOR SHALL PERFORM TEST CONIITIRIIACITOR SHALL IPERFORM PIT TO LOCATE ORDERING MANHOLE TEST PIT TO LOCATE TELEPHONE CONDUIT DUCT BANK #15-17 #9-11 0 \ INSTALL SEWER 00 0 #19 MANHOLE AT EXISTING SMH 7-399 STUB 7-4825 DMH STA 1+00 STA 0+00 n RIM=98.97 z RIM=99.58 CB INV.(IN-1)=91 .37 T INV.(OUT)=95.88 RIM=99.30 INV.(IN-2)=91 .29 INV.(OUT)=91.25 ti 6 W T 8"S VC 0 DMH 357 10"D VC RIM=98.59 1�_ 6"G Cl INV.(IN)=94.49 INV.(OUT)=94.14 MORTONKTRET CB DMH 2248 14 RIM=99.30 RIM=98.52 #24 # #10-12 INV.(IN)=93.82 7-1926 CB(IN)=94.82 STA 0+00 REPLACE SEWER INV.(O )=93.82 RIM=97.62 SERVICE AT STA INV.(IN)=92.10 0+96 WITH 6" PVC INV.(OUT)=92.04 .PLAN SCALE: I" = 40' 1. CONTRACTOR SHALL REPLACE A MINIMUM OF 3-FEET OF EACH INCOMING AND OUTGOING PIPE, WITH SDR 35 PVC, CONNECTED TO EACH MANHOLE BEING REPLACED. DIAMETERS SHALL MATCH EXISTING PIPES. CONNECTIONS FROM THE NEW SDR 35 PVC TO THE EXISTING PIPES SHALL BE MADE WITH LEAK -PROOF FLEXIBLE COUPLINGS AND CONSIDERED INCIDENTAL TO THE MANHOLE INSTALLATION. 2. SLOPE OF SEWER ASSUMED TO BE 0.004. ACTUAL SLOPE AND DEPTH OF PROPOSED MANHOLE TO BE DETERMINED IN FIELD BY CONTRACTOR. il111111[4i N M I 80 MORTON STREET APPROXIMATE EXISTING GRADE � z Q 0 c4i 8" S VC 'A REPLACE SEWER SERVICE STA 0+96 WITH 6" PVC m O � N 6) IA 0(0 ~ + O 0) Z Q > > U)E z z N 0+00 PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT smile] INSTALL SEWER MANHOLE AT EXISTING STUB 7-4825 L 0 1. MASSDOT PAVEMENT REPLACE SEWER STA 0+02 TO STA 0+21 WITH 8" PVC #12 #719 CB L_ RIM=98.43 INV.(OUT)=95.43 2-2" FIBRE CONDUIT 8"W SMH 7-254 STA 2+49 RIM=101.09 #18 INV.(IN)=94.29 I NV. (OUT) =94.29 LONGFELLOW ROAD #707 CB RIM=98.14 INV.(OUT)=95.09 24-4" FIBRE CONDUIT DUCT BANK; SEE DETAIL A El PLAN SCALE: 1 " = 40' CB RIM=100.69 — CB RIM=100.61 #24 / L— DMH 235 RIM=100.99 INV.(IN)=95.64 INV.(OUT)=95.64 #21 #25 2. CONTRACTOR SHALL OBTAIN MASSDOT PERMIT TO ACCESS STATE HIGHWAY AND PERFORM WORK IN ACCORDANCE WITH MASSDOT PERMIT TO ACCESS STATE HIGHWAY. CONTRACTOR SHALL PROVIDE INSURANCE TO MEET MASSDOT PERMIT TO ACCESS STATE HIGHWAY REQUIREMENTS. ENGINEER WILL APPLY FOR MASSDOT PERMIT AND PROVIDE TRAFFIC MANAGEMENT PLANS. 3. CONTRACTOR SHALL PROTECT TELEPHONE CONDUIT(S) THROUGHOUT THE DURATION OF THE EXCAVATION. VERIZON RECORD DRAWING NO. 27 "MAIN STREET FROM WALTHAM LINE TO PARTRIDGE ST." THE CROSSING INCLUDES 24 - 4" FIBRE CONDUITS. SEE DETAIL A. ili[17 90 90 Go CV O CV ^ +O 0 Q�v = 80 80 1 +00 LONGFELLOW No ROAD APPROXIMATE EXISTING GRADE w z 0 = z � Q CD 01 GO 8" S VC REPLACE SEWER STA 0+02 TO STA 0+21 WITH 8" PVC rn � N N N � O O O�^�O Ln N mc0 M II 0 0) — N � I +00 1 1 =) 0 Z Z O +o�� N Z O > > > g > > �E z z z to C/�E z z 0+00 1 +00 PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT 2+00 1111111111111114 100 0110 80 3+00 00 00 11 MWICO 4o5 40 20 0 40 80 4 2 0 4 8 HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' Project: TOWN OF WATERTOWN, MA CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 Weston @Sampso n8m Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: Revisions: No. Date Description Seal: "OF DAVID M. cyG 0o ELMER m CIVIL y No. 41507 A; 0 �FG/STERN Fss�GNALE G Digitally signed by David Elmer Date: Z� 2021.07.29 10:37:36-04'00' COA: Issued For: BID Scale: AS NOTED Date: SUMMER 2021 Drawn By: HCC Reviewed By: MJD Approved By: DME W&S Project No.: 2180195 W&S File No.: Drawing Title: MORTON STREET AND LONGFELLOW ROAD PLANS AND PROFILES Sheet Number: CM1 0 3 COPYRIGHT 2020 WESTON & SAMPSON Project: 120 110 •• .19 Ln I 80 u L#14 #20 �—] REPLACE SEWER — STA 1 +53 TO 1 +63 WITH 6" PVC 8"W D "G PL N IRVING PARK — SMH 14-753 STA 0+00 RIM=98.09 INV.(IN)=90.97 INV.(OUT)=90.49 "S VC 1` I I L16 j O CB RIM=1 1 1 .56 r � SMH 14-1643A � a' STA 1 +65 o o RIM=111.60 00 INV.(IN)=103.60 INV.(OUT-1)=103.50 INV.(OUT-2)=105.00 tiYa PLAN SCALE: 1 " = 40' NORTH IRVING PARK / I APPROXIMATE / EXISTING GRADE / / / / / / I / / / / / / / / I / / / REPLACE SEWER STA 1 +53 TO STA 1+63 WITH 6" PVC I 00 Ln O O Q r� Sri O O O M O `1- co II II O � O O N 00 O 1 o 00 it » �. �. Q�»> cV)E C/5 �Ezzz 0+00 1 +00 PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT #22 DMH 5286 RIM=1 1 1 .93 �Z DMH 479 RIM=81 .63 INV.(IN)=75.43 CB(IN-1)=75.98 CB(IN-2)=75.78 INV.(OUT)=75.23 #14 REPLACE DRAIN WITH 15" PVC WITHIN TRENCH LIMITS CB RIM=81.60 SMH 7-219 — INV.(OUT)=77.68 STA 1 +98 � RIM=101 .29 - REPLACE DRAIN INV.(IN)=95.93 WITH 12" PVC SVC(IN—#29)=96.89 WITHIN TRENCH #24 SVC(IN—#28)=96.44 LIMITS INV.(OUT)=95.92 REPLACE SEWER #26 #20 SERVICE STA 0+74 WITH 6" PVC 6W- 6"S VC 4"G Cl HERSOM STREET SMH 7-521 #29 STA 0+00 #17 L#19 CB RIM= 76.02 CB #25 RIM=102.50 INV.(IN)=68.10 RIM=82.43 REPLACE SEWER STA DMH 480 SVC(IN)=69.50 INV.(OUT)=77.48 0+24 TO STA 0+76 RIM=103.24 INV.(OUT)=67.94 I I WITH 6" PVC CB(IN)=97.69 INV.(OUT)=97.69 REPLACE SEWER SERVICE AT STA 0+25 WITH 6" PVC 7--] 30 7 #32 CB RIM=103.00 7 no 120 100 110 90 100 80 90 70 80 2+00 N Ln I Cn 60 15"D VC SCALE: 1 " = 40' 111111110I01 :• 70 M 11�- � `�: O Q N M a7 0) 0) 00 O apN rn � II + O ~ I I z z z o 1>»> CzV)Cf)z 60 0+00 1+00 2+00 HERSOM STREET A / APPROXIMATE / I EXISTING GRADE / / / REPLACE DRAIN / / WITH 12" PVC WITHIN TRENCH LIMITS / / / / / z / � I / o / / REPLACE SEWER SERVICE STA 0+74 I WITH 6" PVC REPLACE SEWER STA 0+24 TO STA 0+76 WITH 6" PVC I REPLACE SEWER SERVICE STA 0+25 WITH 6" PVC -or, �I O O c0 cD0(0 N ++ r, II .� <� .>>> _ zV)z vn 1-33 40 20 0 40 80 PROFILE 4 2 0 4 8 SCALE: 1 "=40' HORIZ HORIZONTAL SCALE: 1"=40' 1 "=4' VERT VERTICAL SCALE: 1"=4' TOWN OF WATERTOWN, MA CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 Weston (gsampso n8m Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: sultants: Revisions: No. Date Description Seal: I" OF Ssq DAVID M. cyG O ELMER R+ CIVIL y No. 41507 FSS/pNALENG Digitally signed ' by David Elmer Date: 2021.07.29 10:37:58-04'00' COA: Issued For: BID Scale: AS NOTED Date: SUMMER 2021 Drawn By: HCC Reviewed By: MJD Approved By: DIME W&S Project No.: 2180195 W&S File No.: Drawing Title: NORTH IRVING PARK AND HERSOM STREET PLANS AND PROFILES Sheet Number: M CD N O CD 0 0 COPYRIGHT 2020 WESTON & SAMPSON 3 Project: TOWN OF WATERTOWN, MA DMH RIM=99.78 L #639L SMH 7-1004 STA 0+00 #649 RIM-99.08 INV. (IN-1)=91 .58 INV.(IN-2)=91.60 INV.(OUT)=91 .54 DMH RIM=98.32 T 15"D VC MAIN STREET T - DMH REPLACE DRAIN WITH BRIM=99.61 12" PVC WITHIN 41 4/ TRENCH LIMITS #625 j 7-1 REPLACE SEWER SM STA 2+0045 #623 I co STA 0+16 TOSTA RI M =10 2.33 tO 00 0+29 WITH 8" PVC INV.(IN-1)=94.39 Q CB #629 INV.(IN-2)=94.95 RIM=98.87 INV.(OUT)=92.85 CB 3 o (/� INV.(OUT)=94.97 RIM=100.94CD I INV.(OUT)=96.89 a 12"G CI COLD 8 "S VC 1 5"D VC DMH 251 9 �7 CB� \ RIM=99.23 RIM=98.75 INV.(IN-1 )=92.48(15") INV.(IN-2)=94.13(10")- DMH 1532 INV. (IN-3)=94.98(12") RIM=98.87 INV. (IN-4)=92.43(12") INV.(IN)=95.87 INV. (0UT) =92.43(15") CB(IN)=96.32 #644 INV.(OUT)-95.42 W T JENGINEEIR >y., CB RI RIM=101.35 DMH 1535 RIM=98.90 RIM=102.44 INV.(OUT)=96.20 INV.(OUT)=98.45 INV.(IN-1 =95.44 DMH 1530 RIM=99.33 INV.(IN-2)=97.49 INV.(IN)=93.08(12") INV.(IN-3)=95.34 INV.(OUT)=93.03(12") INV.(OUT)=94.99 I#12-10 I #624ACE DRAIN WITH 15" #616 AS REQUIRED BY #618-620 PLAN SCALE: 1 " = 40' NOTES: 1. MASSDOT PAVEMENT 2. CONTRACTOR SHALL OBTAIN MASSDOT PERMIT TO ACCESS STATE HIGHWAY AND PERFORM WORK IN ACCORDANCE WITH MASSDOT PERMIT TO ACCESS STATE HIGHWAY. CONTRACTOR SHALL PROVIDE INSURANCE TO MEET MASSDOT PERMIT TO ACCESS STATE HIGHWAY REQUIREMENTS. ENGINEER WILL APPLY FOR MASSDOT PERMIT AND PROVIDE TRAFFIC MANAGEMENT PLANS. 110 O O Cn 80 CB RIM=102.14 T T - -T MAIN STREET APPROXIMATE EXISTING GRADE W ---� - _ z o z- o = zw _ z a_z = LLJ W J Q o W Q 01 Li J Li~ W C� (:�J REPLACE DRAIN WITHIN TRENCH LIMITS WITH 12" PVC II g" S VC I REPLACE SEWER STA 0+16 TO STA 0+29 WITH 8" PVC co O U( (-0Ln m Ln Oq Cn 00 O O N O T O 0M N\ I N N +M I I� OMzzo r + o I I� N-zzo 0 Q�»> �� >> � r zzz C/� sir z z z 0+00 1 +00 PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT 2+00 i� 80 3+00 #544 SMH 6-1011 STA 0+00 RIM=94.10 INV.(IN)=83.60 INV.(OUT)=83.36 T #538 DMH RIM=93.86 / INV. (IN-1)=88.76(12"VC �(J CB(IN-2)=89.91 (12"R �v a CB(IN-3)=89.86(12" INV.(0UT)=88.61 (1 5" C (� o � 110 O co cn 70 CB v� RIM=94.77 o INV.(OUT)=91.92 � \ #553 REPLACE SEWER STA WITH OPVC A 0+45 i / 6>w 4 G CI T 8"S VC 12"D VC / #549 \ CB v RIM=93.41 INV.(OUT)=90.51 o \ #545-547 PLAN SCALE: 1 " = 40' OLCOTT STREET APPROXIMATE EXISTING GRADE / / / / / / / / W / / / I / / / � I c� I c� z < �G o S I I REPLACE SEWER STA 0+35 TO STA 0+45 WITH 8" PVC c O I CO CC) O O O o0 Ln N� O'. II + N N + O o Z o » > cnD z z co cnz z 0+00 1 +00 PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT 70 2+00 #9 SMH 6-220 STA 1 +65 RIM=102.26 INV.(IN)=93.46 INV.(OUT)=94.44 #13-15 40 20 0 40 80 4 2 0 4 8 HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 Weston ® Sampson Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: Revisions: 40 20 0 40 80 4 2 0 4 8 HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 Weston ® Sampson Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: Revisions: No. Date Description Seal: "OF ry�ss q o+� DAVID M. cyG ELMER R, � CIVIL ti No. 41507 Fss/pNACENG Digitally signed i by David Elmer Date: Z' cL'ti 2021.07.29 10:38:22-04'00' COA: Issued For: BID Scale: AS NOTED Date: SUMMER 2021 Drawn By: HCC Reviewed By: MJD Approved By: DME W&S Project No.: 2180195 W&S File No.: Drawing Title: MAIN STREET AND OLCOTT STREET PLANS AND PROFILES Sheet Number: 0 0 A 0 Cml 2 COPYRIGHT 2020 WESTON & SAMPSON Project: TOWN OF WATERTOWN, MA 110 1Iel N I 0 Cn 80 SMH 10-1725 STA 0+00 REPLACE SEWER STA v RIM = 9 4.7 6 1 +22 TO STA 1 +58 #360 INV.(IN)=85.23 WITH 6" PVC INV.(OUT)=85.06 \ #35 REPLAC SEWER SERVICES AT STA 0+14, A 0+76, STA 0+80 AND STA 1 + 9 WITH 6" PVC BEECHWOOD AVENUE 6"W 10"D VC 6 6"S VC 15"D VC - 4"G CI - REPLACE SEWER SMH 1 0 1726 SERVICE AT STA STA 1 +72 1 +23 WITH 6" PVC RIM=104.06 INV.(OUT)=97.56 INV.(OUT)=96.87 #104 #100 #96 #90 SMH 10-1716 STA 0+00 RIM=97.09 INV.(IN)=94.34 INV.(IN)=94.04 INV.(OUT)=93.79 \ PLAN SCALE: 1 " = 40' BEECHWOOD AVENUE APPROXIMATE — — EXISTING GRADE / I / i i / REPLACE SEWER STA 1+22 TO STA 1+58 WITH 6-INCH PVC z :7eRE�PLLACESEWER Q Ir o c4i CD SERVICE kT STA 1+23 WI 6-INCH PVC I I I o Ln ao N Ln 00 N CO 0�� 0 (D 00 II N o II II 0 � I I I r1_ +��� +o 0rn. O II O o Qom>> = Qom» U)F z z Cn Cnz z 0+00 3 U 1 +00 PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT 110 ONE 80 2+00 110 1[oI1l co I 0 cn 1110 "G Cl #25 #23 #19 � REPLACE SEWER STA 0+02 TO STA 1 +31 WITH 6" PVC 6"S VC w- REPLACE DRAIN WITH 15" SMH 10-1715 — PVC WITHIN TRENCH LIMITS STA 2+24 RIM=102.17 INV.(IN)=96.47 #368-370 INV. (0 U T) = 9 6.47 #26 DMH RIM=97.23 INV.(IN)=91.33 INV. (0 UT) = 91 .63 #20-22 DEPTH=89.48 PLAN SCALE: 1 " = 40' PAUKR STREET #16-18 NOTES: 1. SEWER FROM STA 0+60 TO STA 0+63 IS EXISTING PVC. PALMER STREET APPROXIMATE EXISTING GRADE REPLACE SEWER SERVICES AT STA 0+14, STA 0+76, STA 0+80, AND STA 1+29 WITH 6" PVC Q C41 Q c� _ I 6" S VC I I REPLACE SEWER STA 0+02 TO STA 1+31 WITH 6" PVC I rn � ro0r7 . . 0-)r- �(o r, 0-)C:)M II 0 � II II -- M II N N II + r, o + o — � C)mZZ0 Z0 11 Q > > > Q > > Cnir z z z (f) Vz z 80 0+00 1 +00 PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT 2+00 lisle] 80 3+00 #29-31 L TEE 18-149A STA 0+00 ELEVATION=99.49 INV.=96.71 (APPROX.) #33 LEI 0 Q U #20 CONTRACTOR SHALL #24 PERFORM TEST PIT TO LOCATE UTILITIES PRIOR TO ORDERING MANHOLE 6"S VC #32 INSTALL SEWER MANHOLE 18-149B AT STA 0+23 PLAN SCALE: 1 " = 40' SMH 18-149C STA 1 +07 RIM=100.58 INV.(OUT)=97.73 NOTES: 1. CONTRACTOR SHALL REPLACE A MINIMUM OF 3-FEET OF EACH INCOMING AND OUTGOING PIPE, WITH SDR 35 PVC, CONNECTED TO EACH MANHOLE BEING REPLACED. DIAMETERS SHALL MATCH EXISTING PIPES. CONNECTIONS FROM THE NEW SDR 35 PVC TO THE EXISTING PIPES SHALL BE MADE WITH LEAK -PROOF FLEXIBLE COUPLINGS AND CONSIDERED INCIDENTAL TO THE MANHOLE INSTALLATION. 2. SEE DETAIL SHEET D-2 FOR PROPOSED MANHOLE 18-149B DETAIL. 100 171 X O �00� a_ rn rn Q O Z r 00 + -0jll wQw> LiJ [__ J i— Cn w z CHANDLER STREET APPROXIMATE EXISTING GRADE INSTALL SEWER � MANHOLE Q 18-149B I 6" S VC I m M O a ILL �M�rn u 2< in W Z Z gQ�> Cn Cn z 90 0+00 1 +00 PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT 110 90 2+00 40 20 0 40 80 4 2 0 4 8 HORIZONTAL SCALE: 1 "=40' VERTICAL SCALE: 1 "=4' CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 Weston ®Sampson Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: Revisions: No. Date Description Seal: �yIN oFMgssq DAVID M. CyG ELMER m 0o CIVIL No. 41507 ONALE Digitally signed by David Elmer Date: 2021.07.29 10:38:44-04'00' COA: Issued For: BID Scale: NOTED Date: SUMMER 2021 Drawn By: HCC Reviewed By: MJD Approved By: DME W&S Project No.: 2180195 W&S File No.: XXX-XX Drawing Title: BEECHWOOD AVENUE, PALMER STREET AND CHANDLER STREET PLANS AND PROFILES Sheet Number: 0 0 0 ai is 0 N 3 COPYRIGHT 2020 WESTON & SAMPSON Project: TOWN OF WATERTOWN, MA 110 100 291111 PLAN SCALE: 1 " = 40' 1. NATIONAL GRID IP DRIP POT ADJACENT TO EXCAVATION LOCATION. CONTRACTOR SHALL NOTIFY AREA SUPERVISOR PRIOR TO ANY EXCAVATION. MORSE STREET / / APPROXIMATE / EXISTING GRADE z / z I z Q 8" S VC I I REPLACE SEWER STA 1+92 TO STA 2+23 WITH 8" PVC o CD co N �p O 0 o`4:rnll 0o II +0�� N 0 z 0 Qom» U)E z z U) 0+00 3 U 1 +00 PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT 2+00 \"k #92 #10 tREPLACE SEWER 0+02 TO STA WITH 6" PVC G� 6"S VC SMH 1122/-1490 STA 0+00 RIM=97.86 INV.(IN)=94.66 SVC.(IN)=94.66 INV.(OUT)=94.66 SMH 12-2014 STA 0+91 RIM=100.59 INV.(IN)=95.19 INV.(OUT)=95.19 PLAN SCALE: 1 " = 40' 1. SEWER CROSSES ABOVE HYDRANT LATERAL AND HYDRANT VALVE. 2. CONTRACTOR SHALL REMOVE AND CAP 1-INCH COPPER BLOW -OFF BETWEEN HYDRANT LATERAL AND SEWER MANHOLE 12-1490. REMOVAL AND CAPPING OF HYDRANT BLOW -OFF SHALL BE CONSIDERED INCIDENTAL TO THE WORK AND SHALL NOT BE MEASURED SEPARATELY FOR PAYMENT. 110 110 100 100 90 90 Ln LC) °' 0 rn co Lc) ej()) rn -I- co cy) cy) rnLf) II + 0 — :::) N N z 0 _ II �� Qom » = (f)F z z U) 80 80 3+00 CALIFORNIA PARK APPROXIMATE EXISTING GRADE w Q I 6 S VC REPLACE STA 0+02 TO STA 0+12 WITH 6" PVC I BCD(_0 rn o + r- z z N + O 0 0 II � _ Q�>;> Q M E z U Z (n Cf) 0+00 PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT 110 100 40 20 0 40 80 4 2 0 4 8 HORIZONTAL SCALE: 1 "=40' VERTICAL SCALE: 1 "=4' CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 Weston ®Sampson Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: Revisions: No. Date Description Seal: "OF sS p� DAVID ELMER m o CIVIL CO) No. 41507 -o�o��FO/STERN �`��• FSS/ONALENG Digitally signed by David Elmer Date: 2021.07.29 10:39:05-04'00' COA: Issued For: BID Scale: NOTED Date: Drawn By: Reviewed By: Approved By: SUMMER 2021 HCC MJD DME W&S Project No.: W&S File No.: 2180195 XXX-XX Drawing Title: MORSE STREET AND CALIFORNIA PARK PLANS AND PROFILES Sheet Number: Cm14 0 0 0 ui is 0 N 3 COPYRIGHT 2020 WESTON & SAMPSON Project: TOWN OF WATERTOWN, MA HIM #26-28 #60-62 I #33 ' OIL/WATER SEPARATOR #88 RIM=103.90 INV.(IN)=90.90 INV.(OUT)=88.24 SUMP=87.90 �8 S f'1 F-- 6"D Cl fa' — 8"D VC v INSTALL DRAIN ��� #270 MANHOLE AT �' BEND 11A-5-3A IP STA 1 +20 12 DMH 11A-5-3 STA 0+00 CONTRACTOR SHALL #14-16 RIM=96.81 PERFORM TEST PIT INV.(IN)=91.46 TO LOCATE UTILITIES INV.(IN)=91.46 PRIOR TO ORDERING INV.(OUT)=91.46 MANHOLE PLAN SCALE: 1 " = 40' 1. CONTRACTOR SHALL REPLACE A MINIMUM OF 3-FEET OF EACH INCOMING AND OUTGOING PIPE, WITH SDR 35 PVC, CONNECTED TO EACH MANHOLE BEING REPLACED. DIAMETERS SHALL MATCH EXISTING PIPES. CONNECTIONS FROM THE NEW SDR 35 PVC TO THE EXISTING PIPES SHALL BE MADE WITH LEAK -PROOF FLEXIBLE COUPLINGS AND CONSIDERED INCIDENTAL TO THE MANHOLE INSTALLATION. 2. SLOPE OF SEWER ASSUMED TO BE 0.004. ACTUAL SLOPE AND DEPTH OF PROPOSED MANHOLE TO BE DETERMINED IN FIELD BY CONTRACTOR. [ AWI& �l:7_T�ld:��:T_T�� 7T �I��'�'I�Pt��I�I:Z�I�����I 110 milli I u7 Q 0 80 LOOMIS AVENUE APPROXIMATE EXISTING GRADE WATERTOWN FIRE / STATION #3 S=104.30 / / / I i INSTALL DRAIN MANHOLE AT EXISTING BEND 11A-5-3A 8" D VC 6"D CI I I+ I IQ ICn 0 z w m � Qco 00 M O 00 0'_-0) o o� 0-, 0-, 11 Q 11 Or'')01 �� +(o oo-)zzo ♦O� D II �•�� Q�> z z = II vv Q�>z>z �j�-- cn O 0+00 1 +00 PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT 110 MEN 80 2+00 1 110 N N I Q0 80 EN I I D M H #25 #6 RIM = 9 9.61 #31 CONTRACTOR SHALL INV.(IN)=93.76 r PERFORM TEST PIT TO Z INV.(OUT)=93.76 I LOCATE UTILITIES PRIOR L TO ORDERING MANHOLE Y GRANDVIEW AVENUE o 8 W 6"S VC- 6"G PL U J > n • #34 I #28 SMH 6-232 STA 0+00 RIM=99.82 INV.(IN)=91.61 INV.(IN)=91.52 INV.(OUT)=91 .52 PLAN SCALE: 1 " = 40' #24 r__J INSTALL SUMMIT SEWER MANHOLE #20 AT STUB 6-232A STA 2+43 6"S VC 5"G PL #14 1. CONTRACTOR SHALL REPLACE A MINIMUM OF 3-FEET OF EACH INCOMING AND OUTGOING PIPE, WITH SDR 35 PVC, CONNECTED TO EACH MANHOLE BEING REPLACED. DIAMETERS SHALL MATCH EXISTING PIPES. CONNECTIONS FROM THE NEW SDR 35 PVC TO THE EXISTING PIPES SHALL BE MADE WITH LEAK -PROOF FLEXIBLE COUPLINGS AND CONSIDERED INCIDENTAL TO THE MANHOLE INSTALLATION. 2. SLOPE OF SEWER ASSUMED TO BE 0.004. ACTUAL SLOPE AND DEPTH OF PROPOSED MANHOLE TO BE DETERMINED IN FIELD BY CONTRACTOR. 3. LOCATION OF PROPOSED MANHOLE IS BASED ON TOWN OF WATERTOWN FIELD BOOK SKETCH FROM 1934. RAN DVI EW AVENUE INSTALL SUMMIT SEWER MANHOLE AT EXISTING APPROXIMATE STUB 6-232A EXISTING GRADE z cn Q < o I" � S I — m N N LQ cn00 IQ IQ co Ln — cV cV � C) OO)0 N re) 00-) II II 1 I 0 o) Z Z U O +Ojj N II O> Q >> > z z >O Q Z Z cn to W-- 0+00 1 +00 PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT 2+00 110 100 80 3+00 40 20 0 40 80 4 2 0 4 8 HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1 "=4' CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 Weston @Sampson Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: Revisions: No. Date Description Seal: ZF1 OF MgsS 9 o� DAVID M. cyc ELMER m 00 CIVIL No. 41507 co SS/ONALE Digitally signed by David Elmer Date: 2021.07.29 10:39:34-04'00' COA: Issued For: BID Scale: NOTED Date: SUMMER 2021 Drawn By: HCC Reviewed By: MJD Approved By: DIME W&S Project No.: 2180195 W&S File No.: XXX-XX Drawing Title: LOOMIS AVENUE AND GRANDVIEW AVENUE PLANS AND PROFILES Sheet Number: Cml 5 COPYRIGHT 2020 WESTON & SAMPSON SMH 7-1900 STA —2+37 RIM=72.95 INV.(IN-1)=66.85 INV.(IN-2)=66.55 INV.(OUT)=66.50 — 6"W — 8"G PL NOTES: Z 3 �J SMH 7-1366 STA 0+00 g Q RIM=94.02 W INV.(IN-1)=88.22 0 � #183 SVC(IN)=88.42 965 V INV.(OUT-2)=89.82 #177 INV.(OUT-3)=87.97 CB RIM=74.34 6"S VC 8"G PL HIGHLANDAVNU CB RIM=74 17 J VV L#69 FREPLACE SEWER WITH 6" RIM = 7 3.05 PVC FROM STA —0+02 INV.(IN-3)=67.05 TO STA —0+12 TO INV.(IN-4)=67.15 CONNECT STUB WITH INV.(OUT)=66.80 NEW SEWER MANHOLE PLAN SCALE: 1 " = 40' #68 3 CONTRACTOR SHALL PERFORM TEST PIT TO LOCATE UTILITIES PRIOR TO ORDERING MANHOLE #167 REPLACE SEWER MANHOLE 7-1366 1 6 6"S VC 8"G PL c� #71 00P INSTALL SEWER — MANHOLE AT STUB 7-7013 STA 0+80 E N 1. CONTRACTOR SHALL REPLACE A MINIMUM OF 3-FEET OF EACH INCOMING AND OUTGOING PIPE, WITH SDR 35 PVC, CONNECTED TO EACH MANHOLE BEING REPLACED. DIAMETERS SHALL MATCH EXISTING PIPES. CONNECTIONS FROM THE NEW SDR 35 PVC TO THE EXISTING PIPES SHALL BE MADE WITH LEAK -PROOF FLEXIBLE COUPLINGS AND CONSIDERED INCIDENTAL TO THE MANHOLE INSTALLATION. 2. SLOPE OF SEWER BETWEEN MANHOLES 7-1366 AND 7-7013 IS ASSUMED TO BE 0.004. ACTUAL SLOPE AND DEPTH OF PROPOSED MANHOLE TO BE DETERMINED IN FIELD BY CONTRACTOR. 3. CONTRACTOR SHALL CLEAN AND TELEVISION INSPECT SEWER FROM 7-1366 TO 7-7013 AFTER REPLACING SEWER MANHOLE 7-1366 BUT PRIOR TO PERFORMING EXCAVATION TO LOCATE EXISTING STUB 7-7013. 111I4A 70 HIGHLAND AVENUE' APPROXIMATE EXISTING GRADE / INSTALL SE' / MANHOLE A EXISTING S1 / 7-7013 / W / Q / � / � I / / / 6 S VC / I / I REPLACE SEWER / MANHOLE 7-1366 / APPROXIMATE EXISTING GRADE / / / I / / / / / / / / REPLACE SEWER / WITH 6" PVC / FROM STA —0+02 z / TO STA —0+12 TO CONNECT STUB TO EXISTING SEWER MANHOLE / / I I I N � co I � � 0 Ln N rn N 0 CEO CEO C6 co 00� M 06 0 II II CO a' )� N II co ? II co 1 00 co `i I' On 00 po II + o II _- � 00�^ r N r- z z 0 r- O+ 0 z Z 0 0 ^ + 0) C) /� II__0 = II �� _ cn cnEzzz cn cnFhZcnZz V) NW_ —2+00 —1 +00 PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT 0+00 1 +00 g W � #67 a O U � (n cD N Qo 10"D VC 3 �HLAND AV I SMH 6-516 STA 0+00 RIM=95.95 INV.(IN-1)=88.00 INV.(IN-2)=88.55 INV.(IN-3)=88.00 INV.(OUT)=88.00 NOTES: DMH 472 RIM=96.1 4 INV.(OUT)=90.04 #66 \N CR6,,,7 VC I CB I DMH 471 RIM=96.89 > - RIM=96.14 cn `� INV.(IN-4)=89.44 REPLACE SEWER SERVICE EA co INV.(IN-5)=89.49 1+11 INV.(OUT)=89.44 — #159 > #155 lCONTRACTOR SHALOTEST PIT TO LOCAT ESPRIOR TO ORDERINLE PLAN SCALE: 1 " = 40' 1. CONTRACTOR SHALL REPLACE A MINIMUM OF 3-FEET OF EACH INCOMING AND OUTGOING PIPE, WITH SDR 35 PVC, CONNECTED TO EACH MANHOLE BEING REPLACED. DIAMETERS SHALL MATCH EXISTING PIPES. CONNECTIONS FROM THE NEW SDR 35 PVC TO THE EXISTING PIPES SHALL BE MADE WITH LEAK -PROOF FLEXIBLE COUPLINGS AND CONSIDERED INCIDENTAL TO THE MANHOLE INSTALLATION. 2. SLOPE OF SEWER ASSUMED TO BE 0.004. ACTUAL SLOPE AND DEPTH OF PROPOSED MANHOLE TO BE DETERMINED IN FIELD BY CONTRACTOR. 100 110 NER UB 90 100 wall] 70 L I 0 cn HIGHLAND AVENUE APPROXIMATE EXISTING GRADE / I INSTALL SEWER z MANHOLE AT Q EXISTING STUB o / 6-7014 � I 6 S VC REPLACE SEWER SERVICE AT STA 1+11 WITH 6" PVC o LQ 0 0 N O N 0000Do0 �n00 ao oLn^_^^ 1 0� Nr7� o �o05 11 III + n oo)ZZz0 ♦0)^0 �00 Q�»» a��> �jjWe) CnFhzzzz N 80 0+00 1 +00 PROFILE SCALE: 1 "=40' HORIZ 1 "=4' VERT 110 80 2+00 40 20 0 40 80 4 2 0 4 8 HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1 "=4' Project: TOWN OF WATERTOWN, MA CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 Weston ®Sampson Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: Revisions: No. Date Description Seal: '(H OF MgsS 9 o� DAVID M. cyc ELMER m o0 CIVIL y No. 41507 lell/STER� ss/ONALE Digitally signed by David Elmer Date: � \ 2021.07.29 10:40:27-04'00' COA: Issued For: BID Scale: AS NOTED Date: SUMMER 2021 Drawn By: HCC Reviewed By: PAT Approved By: DIME W&S Project No.: 2180195 W&S File No.: Drawing Title: HIGHLAND AVENUE PLANS AND PROFILES 1 Sheet Number: 0 0 CD 0 Cml 6 0 COPYRIGHT 2020 WESTON & SAMPSON MA-R2-10E Project: TOWN OF WATERTOWN, MA 1 nn' 1 nn' 35n' i5n' ♦ 11' MIN. �� O p O O O O ♦ W1-4R W5-1 W20-1 MA-R2-10E n— _ O �_ O ®� p p 1 1' MIN. ♦ 20' p —� O = p= p p MA-R2-10A MA-R2-10E W20-1 r MA-R2-10A W5-1 350' 1 350' REMAIN AT A'L T' I'I S v vv�v O U U O WORK— rr.w—can O O O �O O AREA O O� O O O ♦ O O O O O O O O O O O O O O O W30-8R y R4-7 11' MIN. R4-7 350' I 4S I L/2 I 100' I I 100' I L/2 I 4S ►T��% �T� �T�� ►-1 r "�1/ �T� 4S ft IF S TAPER BUFFER BUFFER TAPER 4S ft IF S IS IN MPH SPACE SPACE IS IN MPH STAGE II ACCESS TO ABUTTERS SHOULD REMAIN AT ALL TIMES 100' (MAX.) 50' L/2 100' BUFFER TAPERF T I SPACE O O WORKO v MA-R2-10E ♦ O O O O AREA 20' TYP O O O O O W5- 1 W20- 1 O O O 0 4100 W1-4L MA-R2-1OA W20-1 MA-R2'-10A O O O 11' MIN. ♦ �� p O �c O W5-1 W1-4R O O O O O �c 0 ®� O - I=> MA-R2-1 OE 11' MIN. 100' 38 350' 350' L MA-R2-10A MA-R2-1OE 350' MA-R2-10E 350' I 350' I 100' —N % �T��% 4 STAGE III 100' (MAX.) O p 1 - - .� O -p — -0 � W20-4 MA-R2-1OA W20-713 � I 350' W20-1 TRAFFIC OPERATION STAGES N.T.S. 50' 100' 350' 350' BUFFER 350' SPACE I I WORK AREA 20' O W20-1 O -0 6 —0- �— -p_p- -0 TYP O W20-7B ~ _ �-0 ---_ �y ®— — — — — — MA-R2-10A W20-4 y -- TYPICAL TEMPORARY DAYTIME LANE CLOSURE - THROUGH ROADWAY (ONE LANE- BI-DIRECTIONAL) N.T.S. MA-R2-10E W20-1 MA-R2-10A FW20-4 r W20-76 350' 1 350' 1 350' 100' 350' 350' 350' TAPER z SOP ,. W20-7B ♦ W20-4<= 100' TAPER 11' MIN. MA-R2-10E----*—W20-4 MA-R2-10A W20-1 "T" INTERSECTION LANE CLOSURE N.T.S. W20-1 MA- R2-1 OA W20-4 O � W20-7B ♦ O O O O 350' 350' 350' 100' TAPER 11' MIN. W20-7B- MA-R2-10EW20-4- MA- R2-1 OA - W20-1 - CLOSURE AT SIDE OF INTERSECTION N.T.S. W20-1 MA-R2-10A W20-4 ---*-- MA-R2-10E 4 W20-76 100' 350' 350' 350' TAPER z 2 20' W20-7B ♦ W20-4 MTYP MA- R2-1IDA GENERAL NOTES: 1. PLACEMENT OF ALL CONSTRUCTION SIGNS, DRUMS, BARRICADES, TRAFFIC DEVICES AND THE SHAPE, SIZE & COLOR OF ALL TEMPORARY TRAFFIC SIGNS SHALL CONFORM WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. ADVANCE WARNING SIGN PLACEMENT AND TAPER LENGTH TO BE ADJUSTED ACCORDING TO STREET CONDITIONS AND DRIVEWAY OPENINGS. 3. ALL DRUMS SHALL BE APPROXIMATELY PLACED AND MOVED AS NECESSARY TO MAINTAIN ADEQUATE ABUTTER ACCESS AT ALL TIMES. 4. THE FIRST TEN PLASTIC DRUMS OF TAPER SHALL BE EQUIPPED WITH SEQUENTIAL FLASHING LIGHTS. 5. THE CONTRACTOR SHALL NOTIFY EACH ABUTTER AT LEAST 24 HOURS IN ADVANCE OF THE START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY CLOSURE OF ACCESS, SUCH AS EXISTING PAVEMENT EXCAVATION, TEMPORARY DRIVEWAY PAVEMENT PLACEMENT AND SIMILAR OPERATIONS. 6. NONESSENTIAL TRAFFIC CONTROL DEVICES SHALL BE COVERED OR REMOVED DURING NON -WORKING HOURS. 7. PEDESTRIANS SHALL BE PROVIDED WITH ACCESS AND SAFE PASSAGE THROUGH THE TEMPORARY TRAFFIC CONTROL ZONE AT ALL TIMES. 8. W20-7B SHALL BE TAKEN DOWN OR COVERED AFTER EACH WORKING DAY OR WHEN OTHERWISE NOT APPLICABLE, OR WHEN POLICE OFFICERS ARE NOT PRESENT TO DIRECT TRAFFIC. TEMPORARY TRAFFIC SIGN SUMMARY SIZE OF SIGN MUTCD CODE SIGN WIDTH HEIGHT WORK ZONE MA—R2-10A 48" 36" SPEEDING INES DOUBLED MA—R2-10E 36" 48" IM R4-7 24" 30" It W1-4L 30" 30" <S> W1-4R 30" 30"<?> ROAD W5-1 30" 30" NARROWS W30-8R 36" 36" SQUEEZE RIGHT ROAD W20-1 36" 36" WORK AHEAD W20-4 36" 36" O ROAD AHEAD POLICE W20-7B 36" 36" OMCER AHEAD NOTE: 1. FOR THE LATEST SPECIFICATION ON TEXT DIMENSIONS AND COLOR, CONTRACTOR SHALL REFER TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION). LEGEND: O REFLECTORIZED DRUM ♦ TRAFFIC FLOW DURING CONSTRUCTION a NORMAL TRAFFIC FLOW © POLICE DETAIL OFFICER CONSTRUCTION SIGN 0 WORK AREA ® TYPE III BARRICADE DETERMINING TAPER LENGTHS dIT (S) TAPER LENGTH (L) FEET R LESS L= 2 60 R MORE L= WS _..__ TAPER LENGTH IN FEET W = WIDTH OF OFFSET IN FEET S = POSTED SPEED LIMIT, OR OFF-PEAK 85TH-PERCENTILE SPEED PRIOR TO WORK STARTING, OR THE ANTICIPATED OPERATED SPEED IN MPH 9. ADVISORY SPEED PLATES (W13-1 - SEE CURRENT EDITION OF MUTCD) SHALL BE USED IF APPLICABLE AND AS REQUIRED BY THE ENGINEER. 10. NO DIFFERENCE IN ROADWAY LANE ELEVATION WILL BE ALLOWED AT THE END OF THE WORK DAY. 11. SAMPLE TRAFFIC PLANS INCLUDED ON THIS PLAN SHEET ARE BASED ON AN URBAN (LOW SPEED) ROAD TYPE FROM THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 12. DASHED LINES SHOW LANE DESIGNATIONS TO BE USED DURING CONSTRUCTION. IF ANY PAVEMENT MARKINGS ARE TEMPORARILY MODIFIED, EXISTING/ORIGINAL PAVEMENT MARKINGS SHALL BE RESTORED TO ORIGINAL CONDITIONS AFTER WORK IS COMPLETE. USING DRUMS/CONES INSTEAD IS RECOMMENDED. DRUMS/CONES SHALL BE A MINIMUM HEIGHT OF 36". 13. THE CONTRACTOR SHALL SUBMIT ANY REVISIONS TO THE CONSTRUCTION ZONE SAFETY PLAN TO THE ENGINEER FOR APPROVAL. 14. THIS CONSTRUCTION ZONE SAFETY PLAN SHALL NOT RELIEVE THE CONTRACTOR OF HIS SOLE RESPONSIBILITY FOR CONSTRUCTION SITE SAFETY. CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 Weston @Sam pso nsm Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: Revisions: No. Date Description Seal: (H OF MgsS 9 o� DAVID M. cyc ELMER m CIVIL No. 41507 co �� G/STER� SS�ONDigitally signed by David Elmer Date: GJa+W G(M�\ 2021.07.29 10:40:58-04'00' COA: Issued For: BID Scale: AS NOTED Date: SUMMER 2021 Drawn By: HCC Reviewed By: MJD Approved By: DME W&S Project No.: 2180195 W&S File No.: Drawing Title: CONSTRUCTION ZONE SAFETY PLAN Sheet Number: C=1 7 COPYRIGHT 2020 WESTON & SAMPSON Project: TOWN OF WATERTOWN, MA 3 4'-0" DIA. MANHOLE PLAN N.T.S. ADJUST TO REQUIRED GRADE WITH A MIN. OF ONE COURSE AND A MAX. OF FIVE COURSES OF BRICK MASONRY OR REINFORCED CONC. GRADING RINGS, ALL BRICKS TO BE LAID AS HEADERS 2'-0" UNLESS OTHERWISE INDICATED PRECAST CONCRETE MANHOLE CONE BUTYL RUBBER JOINT SEALANT (TYP) REINFORCING STEEL (TYP) PRECAST CONCRETE MANHOLE RISER MANHOLE STEPS SEE SPEC'S PRECAST CONCRETE MANHOLE BASE BRICK MASONRY INVERT CONCRETE FILL COMPACTED CRUSHED STONE BRICK MASONR I N VER CONCRETE FILL 5" MIN GROUT PORT (TYP) FOR EXTERIOR CHEMICAL SEALING OF MANHOLES. CONTRACTOR SHALL ° DRILL GROUT PORT AT EACH ACTIVE LEAK ° ° ^ ° ^ AND ALL AREAS WITH EVIDENCE OF ° ^ ° PREVIOUS LEAKAGE, IN ACCORDANCE WITH ° �, ° PIPE SPECIFICATIONS SECTION 02435 SEWER MANHOLE REHABILITATION. A NO. ° I • ° ° ° ° ° ° MANHOLE BASE/WALL ° GROUT INJECTION AT CONNECTION ° BETWEEN PIPE AND MANHOLE (TYP) GROUT PORTS SHALL BE LOCATED AND DRILLED SHALL BE COMPLETED AT ALL IN THE BENCH AND INVERT FOR ALL BRICK/BLOCK MANHOLES ONLY BRICK/BLOCK MANHOLES, AT A MINIMUM OF FOUR (4) LOCATIONS OR AS NECESSARY TO SEAL THE MANHOLE BASE. (TYP.) RETE 4'-0" DIA. MANHOLE SEALING PLAN N.T.S. MANHOLE FRAME & COVER SEE SPEC'S FINISHED GRADE, SEE PLAN MORTAR ALL AROUND o ILL:: J 8" MIN. z Z ° w Ix ° OR ui of° v 04 Z � x --- 0 ° xo 00� H O x- Z M Z Fn °x O U ° x ° 0 -- —— — —— ° 4'-0" DIA. x -.11111 1 " WASH 0.8XD ° (TYP) l x MANHOLE SEAL SEE DETAIL TYP. STUB WITH PLUG ° x I ° �x o Ax °x° xo ^ x v00 000000000( '000( 5" MIN. o 0 o000000 ( OOOOOOOOOC D o 0 o(� J 0O0 /� �00�000000000000 11/ 6" MIN. -/ UNDISTURBED MATERIAL 4'-0" DIA. PRECAST CONCRETE MANHOLE DETAIL N.T.S. MANHOLE BENCH AND INVERT DETAIL N.T.S. CEMENTITIOUS LINING SHALL NOT BE APPLIED TO A FROZEN SURFACE OR DURING FREEZING WEATHER. MANHOLE BASE, WALLS AND CORBEL/CONE SHALL BE CLEAN AND FREE OF DEBRIS PRIOR TO THE APPLICATION OF THE CEMENTITIOUS LINING. MANHOLE STEPS ° ° ° J I° 2'-0"f ° MANHOLE BENCH ° MANHOLE BASE — x MANHOLE FRAME & COVER FINISHED GRADE �\\ 4'-0"t DIA. INTERIOR CEMENTITIOUS LINING SHALL BE APPLIED TO THE MANHOLE BENCH, WALLS AND CORBEL/CONE (TYP). A UNIFORM MONOLITHIC LINING OF 1/2- MINIMUM SHALL BE APPLIED. GROUT PORT (TYP) FOR EXTERIOR CHEMICAL SEALING OF MANHOLES. CONTRACTOR SHALL DRILL GROUT PORT AT EACH ACTIVE LEAK AND ALL AREAS WITH EVIDENCE OF PREVIOUS LEAKAGE, IN ACCORDANCE WITH SPECIFICATIONS SECTION 02435 SEWER MANHOLE REHABILITATION. ALL PIPE CONNECTIONS IN BRICK/BLOCK MANHOLES SHALL BE DRILLED AND GROUTED. CONCRETE FILL °x G a 1 G ° ° ° �o x° ° ° ° � x° ^ o JO0 O0 O� O0 o o 1 �� O0 � O� j� 000000000( �000000 op0000o // GROUT PORTS SHALL BE LOCATED AND DRILLED !��l��l�� ��!/�!/��1.�% l<!/\� ��!/�!/�1�//i/ IN THE BENCH AND INVERT FOR ALL MANHOLES BRICK THAT WERE BRICK/BLOCK PRIOR TO CEMENT MASONRY INVERT LINING, A MINIMUM OF FOUR (4) LOCATIONS OR AS NECESSARY TO SEAL THE MANHOLE BASE. (TYP.) SEE 4'-0" DIA. MANHOLE SEALING PLAN 4'— O"f DIA. MANHOLE CEMENTITIOUS LINING DETAIL N.T.S. PRECAST STAINLESS CONCRETE STEEL STRAP MANHOLE ° ° PIPE SECTION PIPE SECTION STAINLESS STEEL RING O eFLEXIBLE EXPANDED IN PLACE _RUBBER GASKET CAST SLEEVE CAST IN MANHOLE BASE ANHOLE BASE T CONCRETE MANHOLE MANHOLE SEAL DETAILS N.T.S. DETECTABLE TRACER TAPE (WHERE SPECIFIED) UNDISTURBED MATERIAL \/ TRENCH WIDTH (W W/2 _ _ W WOOD SHEETING, IF USED, SHALL BE LEFT IN PLACE BELOW THE LINE OF NARROW TRENCH LIMIT EXCEPT WHERE OTHERWISE INDICATED OR REQUIRED COMPACTED SELECT BACKFILL WHERE REQUIRED FILTER FABRIC SHALL BE PLACED AGAINST UNDISTURBED MATERIAL COMPACTED CRUSHED STONE UNDISTURBED SUBGRADE LIMITS OF EXCAVATION & PAYMENT L LINE OF NARROW TRENCH LIMIT N r 00or 000 000 O0C N o0c FINISHED GRADE (SEE SPECIFICATIONS FOR SURFACE RESTORATION) HALF SECTION.I �HALF SECTION T IN EARTH IN ROCK TRENCH DETAIL N.T.S. COMPACTED BACKFILL /-741 NO ROCK OR UNEXCAVATED MATERIALS SHALL PROJECT BEYOND THIS LINE COMPACTED CRUSHED STONE LIMITS OF EXCAVATION & PAYMENT FOR ROCK EXCAVATION & BACKFILL SEE SPEC'S NOTE: FOR W, DP, & S, SEE TABLE A DEPTH TO DIAMETER MAXIMUM TRENCH WIDTH BELOW MINIMUM INVERT OF PIPE LINE OF NARROW TRENCH LIMIT (SHEETED ORW) NSHEETED) CLEARANCE (DP) (S) 0-12' TO 18" 5' 6" 0-12' 21 "-24" 5' 7-1/2 OVER 12' TO 18" 7' 6" OVER 12' 21 "-24" 7' 7-1 /2" TABLE A LENGTH AS REQUIRED urc zrtc:Irltu COMPACTED SELECT BACKFILL 2 COMPACTED CLASS B BACKFILL CONNECT TO EXISTING `� SEWER SERVICE LATERAL COMPACTED o 0 o Oo o°o° 6" PVC CRUSHED STONE °°Oo�o� ° 45' BEND (ROTATE AS REQ'D.) UNDISTURBED �� \\ (SEE NOTE) 1 MATERIAL WYE BRANCH D-1 PLAN SECTION 2 D-1 PAYMENT LIMIT FOR PROPERTY LINE NOTE: BUILDING CONNECTION FINISHED GRADE BE SURE THAT END OF BELL ON WYE BRANCH STAINLESS 12" MAX. DOES NOT RUB ON UNDERSIDE OF 45' BEND. ° STEEL STRAP DETECTABLE \/�/ / ° ° TRACER TAPE \�/\�/\! PIPE SECTION (n 0 w Of PROVIDE CRUSHED STONE O c a w 0 TO 12" ABOVE PIPE END o n UO o O� ° ° RUBBER SLEEVE cc ' O O `JO `JO `JO `JO `JO O �O O �O 000 O O ° ° PRECAST J O �j��j��j��j�\\�\\�\\� EXISTING CONCRETE 2'_0" SEWERCONNECSER�ICE LATERAL MANHOLE UNDISTURBED MATERIAL COMPACTED CRUSHED STONE MIN. BLDG. CONNECTION, MIN. SLOPE 1 /4"/FT UNLESS OTHERWISE REQUIRED SECTION 1 D-1 TYPICAL BUILDING CONNECTION DETAIL N.T.S CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 Weston ®Sampson Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: Revisions: No. Date Description Seal. "OF MgsS DAVID M. cyG oELMER R, c0 CIVIL y No. 41507 /STERN �I�� F`SS�ONAL�NG Digitally signed by David Elmer D Date: 2021.07.29 10:41:22-04'00' COA: Issued For: BID Scale: AS NOTED Date: SUMMER 2021 Drawn By: HCC Reviewed By: MJD Approved By: DIME W&S Project No.: 2180195 W&S File No.: Drawing Title: DETAILS I 1 Sheet Number: M 3 COPYRIGHT 2020 WESTON & SAMPSON Pro TOWN OF WATERTOWN, MA N.T.S. GEOTEXTILE SILT SACK INSERT NOTES: 1. SILT SACK SHALL BE AN APPROVED PROPRIETARY GEOTEXTILE UNIT. SILT FENCING CAN NOT BE UTILIZED 2. CONTRACTOR TO CLEAN AND INSPECT SILT SACK REGULARY AND AFTER EVERY MAJOR WEATHER EVENT. 3. SILT SACK SHALL BE SECURED AS DIRECTED BY THE MANUFACTURER TO PREVENT UNIT FROM FALLING INTO THE CATCH BASIN WHEN GRATE IS REMOVED. 4. CONTRACTOR SHALL INSTALL ALL CATCH BASIN PROTECTION WITHIN PROJECT LIMITS PRIOR TO COMMENCEMENT OF WORK. CATCH BASIN PROTECTION D ETAI L N.T.S. FILTER FABRIC 12" EACH SIDE ANCHOR FILTER FABRIC TO WOOD PLANK OVER CURB INLET DISCHARGE - HOSE 2 C D-2 DISTANCE VARIES TO ACCOMMODATE FLOW PLAN DISCHARGE HOSE STRAW BALE I STAKE (TYP) SECTION 2 D-2 STRAW BALES STAKED WITH 2 STAKES PER BALE SEDIMENT COLLECTION BAG -FILTER FABRIC I I FINISHED GRADE CATCH BASIN INLET PROTECTION DETAIL N.T.S. 0 9'-0" MIN. I 10 Z z WATER MAIN 0 MOVER SEWER I OR DRAIN in PIPE JOINT (TYP.) (%----DRAIN OR SEWER PIPE Z M a0 3 9'-0" MIN. NOTE: WATER MAIN UNDER SEWS OR DRAIN , 1. CONCRETE ENCASE WATER MAIN BELOW SEWER OR DRAIN WITHIN 10 FEET OF CROSSING SEWER OR DRAIN CROSSING DETAIL N.T.S. FINIS' "­^ GR w > z 0 rn N PRECAST C( SECT A All I f—%% A/ r) M f—% r— I I r— PLAN SCALE: N.T.S. FINISHED GRADE VERT E SEAL zo U w 6" PVC w SEWER (TYP) z 0 U 0 M ;OMPACTED SHED STONE )NCRETE BASE RY INVERT )LE SEAL 6" PVC SEWER (TYP) A 4" LOW PROFILE FRAME & COVER SECTION A -A SECTION B-B SCALE: N.T.S. SCALE: N.T.S. MANHOLE 18-149B DETAIL N.T.S. C•� rN Do J°0-0 EXIS7AO o�o�o�o�o�o�o�o00 0000000000000000 0 0 0 0 0 0 0,pOpOpOpOpOp0000p00O�O�O�O�O�O�O�02002000202020200000000000o�o�0 0 0000000000000000000000000000LO�O�O�O�O�O�O�O�O�O0O�o�o0o0o0o0o0o00 0 0�O�O�O�O�O�O�O�O�O�O�O �o�o�o�o�o�o�o�o0o0o0o0, J °o °o °o °o °o °o °o °o °o °o °o °o °o °o °o °o °o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°� PROPOSED SEWER PIPE COMPACTED CRUSHED STONE TO BE PLACED BETWEEN SIDES OF MAIN TRENCH COMPACTED SELECT BACKFILL TOP OF COMPACTED CRUSHED STONE FOR SEWER PIPE BEDDING UTILITY CROSSING DETAIL N.T.S. AORTAR ALL AROUND ADJUST TO REQUIRED GRADE WITH BRICK MASONRY OR REINFORCED CONCRETE GRADE RINGS. BRICKS TO BE LAID AS HEADERS BRICK MASONRY INVERT CORE PRECAST CONE SECTION AS REQUIRED CAST -IN -PLACE CONCRETE BASE CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 Weston ®Sampson Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Consultants: Revisions: No. Date Description Seal: "OF MgsS �9 DAVID M. cyG oELMER R, U CIVIL No. 41507 CO) ISTERN F`SS�ONALENG Digitally signed by David Elmer Date: 2021.07.29 10:41:57-04'00' COA: Issued For: BID Scale: AS NOTED Date: SUMMER 2021 Drawn By: HCC Reviewed By: MJD Approved By: DIME W&S Project No.: 2180195 W&S File No.: Drawing DETAILS 11 Sheet Number: 3 0 N O V 0 Dm2 co COPYRIGHT 2020 WESTON & SAMPSON Project: TOWN OF WATERTOWN, MA 3 EXISTING TREE (S) PRUNE PER ISA STANDARDS. REMOVE DEAD — & DAMAGED BRANCHES. (SEE NOTE 4) PRUNE BRANCHES TO A HEIGHT OF 13'-6" ABOVE GRADE TO AVOID DAMAGE FROM CONSTRUCTION EQUIPMENT. WOODEN OR METAL POSTS (TYPICAL) INSTALL FENCING AT EDGE OF DRIPLINE OR AS FAR FROM TRUNK AS POSSIBLE. MIN. DISTANCE IS 6' FROM TRUNK. MAY BE PLASTIC SNOW FENCE OR CHAIN LINK, MIN. 4' HIGH. ZONE OF CONSTRUCTION IMPACT (CUT/FILL) —Q 2x4 DIM. LUMBER ATTACHED W/METAL z STRAPPING (OPT) AT 2 LOCATIONS (MIN.). o w CLADDING SHALL BE 8' HIGH WITH 6" SPACING OF BOARDS. WRAP BARK v W/BURLAP PRIOR TO ARMORING. PIPE SECTIONS NOTE TREE PROTECTION ALL NOT BE USED FOR EXISTING GRADE PRUNE DAMAGED OR EXPOSED_-, LIMIT OF FENCING ROOTS WITH A SHARP SAW. 6 FT MIN. (MULTIPLE TREES) IMMEDIATELY BACKFILL PRUNED LIMIT OF FENCING ROOTS WITH CLEAN LOAM. (INDIVIDUAL TREE) NOTES: 1. NO STORAGE OF EQUIPMENT OR STOCKPILING OF MATERIALS WITHIN DRIPLINE 2. CONTRACTOR TO COORDINATE DIMENSIONS OF TREE PROTECTION WITH TREE WARDEN WHERE 6' IN NOT CONSTRUCTIBLE. 3. ROOTS MAY NOT BE LEFT UNCOVERED AT THE END OF DAY. COVER ROOTS WITH MULCH OR CLEAN LOAM. 4. PRIOR TO START OF SUBSURFACE WORK, CONTRACTOR SHALL CONDUCT A PROJECT —WIDE PRUNING OF EXISTING TREES WITHIN THE RIGHT—OF—WAY. CONTRACTOR, ARBORIST, AND TOWN TREE WARDEN SHALL CONDUCT A SITE REVIEW OF THE EXISTING TRESS TO REVIEW REQUIREMENTS PRIOR TO PRUNING BEING COMPLETED. TREE PROTECTION DETAIL N.T.S. EXIST GROUND HMA SI (3 FT TYP. ROOT ZONE) 3'-0" APRON 5% TO 15% SLOPE 1" LIP ROADWAY OMIT GRANITE CURB WITHIN ROOT ZONE NEW PAVEMENT I I I I I I I I I I I I I I I I I I I HMA AROUND EXISTING TREES N.T.S. 3'-6" VARIES -SEE PLANS MIN. SAWCUT 3 1/2" HMA MEET EXIST. (SEE CONST. PLAN) 1.5% SLOPE VARIES _ _ EXIST. GROUND U— — — �Z - EXIST. GROUND �ARIFc 8" GRAVELS BORROW, TYPE B CEMENT CONCRETE DRIVEWAY APRON 4" BINDER COURSE PAVEMENT TACK COAT (TYP) AC; I UAL EXCAVATION 5' PAVEMENT LIMIT TRENCH WIDTH PAVEMENT FULL SECTION 12" GRAVEL SUBBASE NOTES: 1. CONTRACTOR SHALL MATCH PAVEMENT THICKNESS OF EXISTING PAVEMENT 2. MAXIMUM PAVEMENT THICKNESS PER COURSE NOT TO EXCEED 2 INCHES TEMPORARY PAVEMENT SEE NOTE 1 ASPHALT JOINT SEALANT (TYP.) 12" MINIMUM PAVEMENT CUTBACK 1-1/2" TOP COURSE STACK COAT (TYP) V Q V 26 Q 016262 o_ U O 006 o r o � o Oc _o CONTRACTORS T ACTUAL EXCAVATION 5' PAVEMENT LIMIT TRENCH WIDTH PAVEMENT FULL SECTION 12" GRAVEL SUBBASE 12" MINIMUM PAVEMENT CUTBACK NOTES: 1. CONTRACTOR SHALL COLD PLANE TRENCH WITH 12-INCH MINIMUM CUTBACK, 1-1/2" WOODEN OR METAL POSTS THICK PRIOR TO PLACING TOP COURSE PAVEMENT. (MAX. 8' SPACING) 6" THICK LOAM AND GRASS REPAIR TO EXISTING STRIP WIDTH VARIES (IF REQUIRED) i, CONDITION AND GRADE EXISTING WIDTH RESET EXISTING GRANITE CURB PERMANENT TOP COURSE PAVEMENT EXISTING SLOPE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PAVEMENT 0 EXISTING ° O TREE 4" THICK CONCRETE SIDEWALK '-GRAVEL MINIMUM 1 1 /2" SURFACE COURSE MINIMUM 2" INTERMEDIATE COURSE 6" THICK AT DRIVEWAYS C.0 8" GRAVEL SUBBASE 12" C CRETE BACKING 1'-6" G VEL )000000 Go -0- 00020, �O.O�O o00o Ono 0( EXISTING O TREE LIMIT OF CANOPY (VARIES) `--AREA OF UNDISTURBED ROOT ZONE LIMIT OF FENCING (INDIVIDUAL TREE) LIMIT OF CONSTRUCTION IMPACT (REFER TO PLANS) TYPICAL SECTION THROUGH CONCRETE SIDEWALK AND CURB N.T.S. 7.5%* PREFERRED (8% MAX. SLOPE) WALK 111 * \1 TREE PROTECTION DETAIL — PLAN VIEW GRASS N.T.S. �i ni ioo no 'LEVEL LANDING' 1.57.* MAX SLOPE FOR DRAINAGE —GRANITE TRANSITION CURB (TYP) LOW SIDE HIGH SIDE TRANSITION DRIVEWAY OPENING TRANSITION (SEE TABLE) (SEE CONST. PLAN) (SEE TABLE) ROADWAY DOWNGRADE / LIMITS OF CEMENT CONCRETE RAMP GRASS TYPICAL CEMENT CONCRETE DRIVEWAY ENTRANCE N.T.S. - 7.57.* PREFERRED (8% MAX SLOPE) WALK 0 0 EDGE OF ROADWAY CONTRACTOR'S ACTUAL EXCAVATION 16" GRAVEL SUBBASE TEMPORARY TRENCH WIDTH PAVEMENT FULL SECTION MASSDOT TEMPORARY PAVEMENT N.T.S. 2 1 /4" MASSDOT SUPERPAVE INTERMEDIATE COURSE 19.0 3 1 /2" MASSDOT SUPERPAVE BASE COURSE 37.5 12" CUTBACK (TYP) NOTES: 1 3/4" MASSDOT SUPERPAVE SURFACE COURSE 12.5 TACK COAT (TYP) 020202 000000 00 o,62 �U CONTRACTORS ACTUAL EXCAVATION TRENCH WIDTH PAVEMENT FULL SECTION 12" CUTBACK (TYP) —12" GRAVEL SUBBASE 1. CONTRACTOR SHALL USE INFRARED METHODS TO BOND EXISTING PAVEMENT TO NEW BITUMINOUS PAVEMENT. MASSDOT PERMANENT PAVEMENT N.T.S. CIP PROJECT 1B REHABILITATIONS DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 Weston ® Sampsogm n Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 Reading, MA 01867 978.532.1900 800.SAMPSON www.westonandsampson.com Conl sultants: Revisions: No. Date Description Seal: "OF MgsS �9 DAVID M. �'yG oELMER R, U CIVIL ti No. 41507 SS�ONAL�N Digitally signed by David Elmer D Date: 2021.07.29 10:43:03-04'00' COA: Issued For: BID Scale: AS NOTED Date: SUMMER 2021 Drawn By: HCC Reviewed By: MJD Approved By: DIME W&S Project No.: 2180195 W&S File No.: Drawing Title: DETAILS III 1 Sheet Number: rn 0 0 CD 0 10 COPYRIGHT 2020 WESTON & SAMPSON