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Home My Public Portal About20190501_2019 Roadway Rehab DRAWINGSKIC / 0 / 0 L U) 0 U c N 0 yl 0 U to 0 0 L 00 T- 0 N K I 0 N FS H m c 0 0 10 / 6 F 0 a) CLIENT: INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET & INDEX 2 LEGEND & ABBREVIATIONS 3-4 TYPICAL SECTIONS 5-7 GENERAL PLANS 8 - 10 DRAINAGE AND UTILITY PLANS 11 AVON STREET SEWER PROFILE 12 - 15 CURB TIE AND GRADING PLANS 16 - 22 CONSTRUCTION DETAILS NOTE: FOR ADDITIONAL DETAILS REFER TO BID BOOK ATTACHMENTS TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-972-6420 0 ro��r01i D U 3 -1 -1 C WO -1 -1 KS A/,[ -.'i 0 .A-' LAIL. -ga- -.Am- 2019 ROADWAY REHABILITATION PROJECT PROJECT: 2019 ROAD REHABILITATION PROGRAM STREETS 13�1� m��fl� �1� ml)' � 0 750 1500 2250 3000 SCALE: 1 " = 750' LENGTH OF PROJECT: LOCATION 1: = 362 FEET = 0.069 MILES LOCATION 2: = 880.29 FEET = 0.167 MILES PREPARED BY: W#',)RL!DTECI-f ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 0Lem m17_110 ALL WORK UNDER THIS CONTRACT SHALL BE DONE IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES DATED 1988, THE SUPPLEMENTAL SPECIFICATIONS DATED JULY 1, 2015, AND THE DECEMBER 2018 INTERIM SUPPLEMENTAL SPECIFICATIONS; THE OCTOBER 2017 CONSTRUCTION STANDARD DETAILS, THE 1990 STANDARD DRAWINGS FOR SIGNS AND SUPPORTS; THE 1996 CONSTRUCTION AND TRAFFIC STANDARD DETAILS (AS RELATED TO THE PAVEMENT MARKINGS DETAILS ONLY); THE 2015 OVERHEAD SIGNAL STRUCTURE AND FOUNDATION STANDARD DRAWINGS, MASSDOT TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS, THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) WITH MASSACHUSETTS AMENDMENTS AND THE STANDARD MUNICIPAL TRAFFIC CODE; THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING; THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK; THE PLANS AND THESE SPECIAL PROVISIONS. REVISION SCALE: NTS DRAWING TITLE: SHEET NO. DATE: APRIL 2019 TITLE SHEET & INDEX WTE PROJ. NO: 18-008.04 1 OF DESIGNED BY: CLP SHEET 1 OF 1 I WATERTOWN, MA PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC CHECKED BY: I JG GENERAL SYMBOLS TRAFFIC SYMBOLS ABBREVIATIONS ABBREVIATIONS (cont.) EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION GENERAL GENERAL = B ® JB JERSEY BARRIER AADT ANNUAL AVERAGE DAILY TRAFFIC PCC POINT OF COMPOUND CURVATURE ®®® CB 0® CB CATCH BASIN 0/1,�1 CONTROLLER PHASE ACTUATED ABAN ABANDON P.G.L. PROFILE GRADE LINE � �. CATCH BASIN CURB INLET � 01 O ADJ ADJUST PI POINT OF INTERSECTION ® FP ® FP FLAG POLE �,'a O TRAFFIC SIGNAL HEAD SIZE AS NOTED ( ) APPROX. APPROXIMATE POC POINT ON CURVE © GP © GP GAS PUMP O A.C. ASPHALT CONCRETE POT POINT ON TANGENT El MB ❑ MB MAIL BOX �_� ❑ WIRE LOOP DETECTOR (6' x 6' TYP UNLESS OTHERWISE SPECIFIED) ACCM PIPE ASPHALT COATED CORRUGATED METAL PIPE PRC POINT OF REVERSE CURVATURE ❑ ❑ POST SQUARE VIDEO DETECTION CAMERA BIT. BITUMINOUS PROJ PROJECT O O POST CIRCULAR BC BOTTOM OF CURB PROP PROPOSED ® WELL ® WELL WELL ►■ MICROWAVE DETECTOR BD. BOUND PSB PLANTABLE SOIL BORROW 0 EHH 13 EHH ELECTRIC HANDHOLE ® PEDESTRIAN PUSH BUTTON, SIGN (DIRECTIONAL ARROW AS SHOWN) AND SADDLE BL BASELINE PT POINT OF TANGENCY O O FENCE GATE POST BLDG BUILDING PVC POINT OF VERTICAL CURVATURE * EMERGENCY PREEMPTION CONFIRMATION STROBE LIGHT BM BENCHMARK PVI POINT OF VERTICAL INTERSECTION o GG O GG GAS GATE O BHL # O BHL # BORING HOLE VEHICULAR SIGNAL HEAD BO BY OTHERS PVT POINT OF VERTICAL TANGENCY MW # + MW # MONITORING WELL VEHICULAR SIGNAL HEAD, OPTICALLY PROGRAMMED BOS BOTTOM OF SLOPE PVMT PAVEMENT 0 TP # 0 TP # TEST PIT BR. BRIDGE PWW PAVED WATER WAY 1 FLASHING BEACON CB CATCH BASIN R RADIUS OF CURVATURE � � HYDRANT LIGHT POLE 03— PEDESTRIAN SIGNAL HEAD, (TYPE AS NOTED OR AS SPECIFIED) CBCI CATCH BASIN WITH CURB INLET R&D REMOVE AND DISPOSE CC CEMENT CONCRETE RCP REINFORCED CONCRETE PIPE � CO.BD. COUNTY BOUND ®RRSG ® RRSG RAILROAD SIGNAL CCM CEMENT CONCRETE MASONRY RD ROAD O 0 © GPS POINT CABLE MANHOLE +oR o • SIGNAL POST AND BASE (ALPHA -NUMERIC DESIGNATION NOTED) CEM CEMENT RDWY ROADWAY CI CURB INLET REM REMOVE D O D � DRAINAGE MANHOLE 0_p �• MAST ARM, SHAFT AND BASE (ARM LENGTH AS NOTED) CIP CAST IRON PIPE RET RETAIN Q QQ ELECTRIC MANHOLE ® HIGH MAST POLE OR TOWER CLF CHAIN LINK FENCE RET WALL RETAINING WALL© GAS MANHOLE CL CENTERLINE ROW RIGHT OF WAY Q Q MISC MANHOLE SIGN AND POST CMP CORRUGATED METAL PIPE RR RAILROAD 0 SEWER MANHOLE �6 �6 SIGN AND POST (2 POSTS) CSP CORRUGATED STEEL PIPE R&R REMOVE AND RESET 0 Q TELEPHONE MANHOLE 20 CO. COUNTY R&S REMOVE AND STACK Q Q WATER MANHOLE• MAST ARM WITH LUMINAIRE RT RIGHT CONC CONCRETE ■ MHB ■ MHB MASSACHUSETTS HIGHWAY BOUND OPTICAL PRE-EMPTION DETECTOR CONT CONTINUOUS SB STONE BOUND o MON MONUMENT ® ® CONTROL CABINET, GROUND MOUNTED CONST CONSTRUCTION SHLD SHOULDER o SB STONE BOUND CR GR CROWN GRADE SMH SEWER MANHOLE ■ TB TOWN OR CITY BOUND CONTROL CABINET, POLE MOUNTED DHV DESIGN HOURLY VOLUME ST STREET o TRAVERSE OR TRIANGULATION STATION]] FLASHING BEACON CONTROL AND METER PEDESTAL DI DROP INLET STA STATION -0 TPL or GUY -0 TPL or GUY TROLLEY POLE OR GUY POLE DIA DIAMETER SSD STOPPING SIGHT DISTANCE o HTP TRANSMISSION POLE ® ® LOAD CENTER ASSEMBLY DIP DUCTILE IRON PIPE SHLO STATE HIGHWAY LAYOUT LINE -& UFB UFB UTILITY POLE W/ FIREBOX ❑ ❑ PULL BOX 12"x12" (OR AS NOTED) DW STEADY DON'T WALK - PORTLAND ORANGE SW SIDEWALK UPDL + UPDL UTILITY POLE WITH DOUBLE LIGHT DWY DRIVEWAY T TANGENT DISTANCE OF CURVE/TRUCK % � ULT � ULT UTILITY POLE W / 1 LIGHT ^ ❑ ELECTRIC HANDHOLE 12"x24" (OR AS NOTED) ELEV (or EL.) ELEVATION TAN TANGENT -o-- UPL -o- UPL UTILITY POLE _ _ _ _ _ _ _ _ — TRAFFIC SIGNAL CONDUIT EMB EMBANKMENT TEMP TEMPORARY © BUSH EOP EDGE OF PAVEMENT TC TOP OF CURB *SIZE & TYPE TREE PAVEMENT MARKINGS SYMBOLS EXIST (or EX) EXISTING TOS TOP OF SLOPE 0 STUMP EXC EXCAVATION TYP TYPICAL -ALL SWAMP/MARSH EXISTING PROPOSED DESCRIPTION F&C FRAME AND COVER UP UTILITY POLE • WG 0 WG WATER GATE 1 PAVEMENT ARROW - WHITE F&G FRAME AND GRATE VAR VARIES • PM 0 PM PARKING METER FDN. FOUNDATION VERT VERTICAL — — — — OVERHEAD CABLE/WIRE ONLV LEGEND "ONLY" - WHITE FLDSTN FIELDSTONE VC VERTICAL CURVE CURBING SL STOP LINE - 12" GAR GARAGE WCR WHEEL CHAIR RAMP -100— -99 — CONTOURS (ON -THE -GROUND SURVEY DATA) ,� GD GROUND WG WATER GATE —99- - cw CROSSWALK - 12 LINES SPACED 8 APART WM WROUGHT IRON PIPE -100 CONTOURS PHOTOGRAMMETRIC DATA ( ) GG GAS GATE - - - - - UNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER) SWL SOLID WHITE LINE - 6 GI GUTTER INLET WM WATER METER/WATER MAIN - - - - - UNDERGROUND ELECTRIC DUCT (DOUBLE LINE 24 INCH AND OVER) SYL SOLID YELLOW LINE - 6 „ GIP GALVANIZED IRON PIPE X-SECT CROSS SECTION - - - - - - UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER) GRAN GRANITE - - - - - UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER) BWL BROKEN WHITE LINE - 6" GRAV GRAVEL TRAFFIC SIGNAL ABBREVIATIONS UNDERGROUND TELEPHONE DUCT (DOUBLE LINE 24 INCH AND OVER) BYL BROKEN YELLOW LINE - 6" GRD GUARD UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER) DWL HDW HEADWALL CAB CABINET BALANCED STONE WALL - - - - - - - - DOTTED WHITE LINE - 6„ HMA HOT MIX ASPHALT CCVE CLOSED CIRCUIT VIDEO EQUIPMENT GUARD RAIL - STEEL POSTS - - - DYE - - - DOTTED YELLOW LINE - 6" HOR HORIZONTAL DW STEADY UPRAISED HAND 'n n n n n n n n n GUARD RAIL -WOOD POSTS ____DwLEX ____ DOTTED WHITE LINE EXTENSION - 2' LINE SPACED 6' APART HYD HYDRANT FDW FLASHING UPRAISED HAND X X CHAIN LINK OR METAL FENCE INV INVERT FR FLASHING CIRCULAR RED 0 0 WOOD FENCE ____ DYLEx ____ DOTTED YELLOW LINE EXTENSION - 2' LINE SPACED 6' APART JCT JUNCTION FRL FLASHING RED LEFT ARROW 000 000 COMPOST FILTER TUBES DBWL DOUBLE WHITE LINE - 2 - 6" LINES L LENGTH OF CURVE FRR FLASHING RED RIGHT ARROW TREE LINE LB LEACH BASIN FY FLASHING CIRCULAR YELLOW DBYL DOUBLE YELLOW LINE - 2 - 6" LINES FYL FLASHING YELLOW LEFT ARROW - — — — - SAWCUT LINE GENERAL NOTES: LP LIGHT POLE FYR FLASHING YELLOW RIGHT ARROW - — — — -TOP OR BOTTOM OF SLOPE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 5. THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS OR, LT LEFT EDGE OF PAVEMENT APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY WHERE APPLICABLE, REUSING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET" (R&R). MAX MAXIMUM G STEADY CIRCULAR GREEN - - - - - - - - - LIMIT OF MICROMILLING AND OVERLAY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE MB MAILBOX GL STEADY GREEN LEFT ARROW — BANK OF RIVER OR STREAM THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, 6. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT EXISTING MH MANHOLE GR STEADY GREEN RIGHT ARROW AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH PAVEMENT SHALL BE SEALED IN ACCORDANCE WITH ITEM 452. OF THE 1988 MASS HIGHWAY GSL STEADY GREEN SLASH LEFT ARROW — BORDER OF WETLAND MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGES. MHB MASSACHUSETTS HIGHWAY BOUND GSR STEADY GREEN SLASH RIGHT ARROW - — — — - 100 FT WETLAND BUFFER AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. MIN MINIMUM 200 FT RIVERFRONT BUFFER STATE HIGHWAY LAYOUT 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED TOWN OR CITY LAYOUT WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE COUNTY LAYOUT INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE ---- ---- --- RAILROAD SIDELINE CONFLICT. TOWN OR CITY BOUNDARY LINE R PROPERTY LINE OR APPROX. PROPERTY LINE 3. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND EASEMENT ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY COMPANIES. CLIENT: TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-972-6420 4. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. PROJECT: 2019 ROAD REHABILITATION PROGRAM STREETS WATERTOWN, MA PREPARED BY: 7. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS INDICATED NIC NOT IN CONTRACT GV STEADY GREEN VERTICAL ARROW OTHERWISE ON THE DRAWINGS. NO. NUMBER OL OVERLAP PC POINT OF CURVATURE PED PEDESTRIAN 8. ALL PROPOSED PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. PTZ PAN TILT ZOOM 9. THE CONTRACTOR SHALL VERIFY BY TEST PIT, THE LOCATIONS OF EXISTING UTILITIES WHICH MAY CONFLICT WITH THE PROPOSED DRAINAGE DESIGN. ANY FIELD ADJUSTMENTS REQUIRED WILL BE MADE AS APPROVED OR DIRECTED BY THE ENGINEER. ONLY AFTER THE CONTRACTOR VERIFIES ELEVATIONS FOR THE CONSTRUCTABILITY OF THE DRAINAGE SYSTEM SHALL ANY STRUCTURES BE ORDERED. ANY FIELD ADJUSTMENTS TO LINE & GRADE UP TO A DEPTH OF 5' SHALL BE INCLUDED IN THE COST OF THE PIPE. PIPE EXCAVATION GREATER THAN 5' WILL BE PAID UNDER CLASS B TRENCH EXCAVATION. W#,,;)RL!DTECl-f ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC f f 10 FIELD SURVEY PROVIDED BY CHAPPELL ENGINEERING R STEADY CIRCULAR RED ASSOCIATES, LLC 201 BOSTON POST ROAD W #101, RL STEADY RED LEFT ARROW MARLBOROUGH, MA 01752. HORIZONTAL DATUM IS BASED RR STEADY RED RIGHT ARROW ON MASS GRID SYSTEM NAD 1983. ELEVATIONS SHOWN TR SIG TRAFFIC SIGNAL ON THIS PLAN REFER TO THE NAVD OF 1988. TSC TRAFFIC SIGNAL CONDUIT W STEADY WALKING PERSON Y STEADY CIRCULAR YELLOW YL STEADY YELLOW LEFT ARROW 1:11016416],12I SCALE: I NTS 17011= W_19:iIaWill 1 1 WTE PROJ. NO: 1 18-008.04 DRAWING TITLE: LEGEND & ABBREVIATIONS DESIGNED BY: I CLP I SHEET 1 OF 1 CHECKED BY: I JG SHEET NO. 2 OF 22 APPROX. CITY L.O. APPROX. CITY L.O. .f 0 U E c L O L a 0 O L 00 o N c 0 a� c 3 O c6 O O I O N c 0 0 c 3. 0 0 a� E 0 c a� CLIENT: TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-972-6420 5'-0" 3'-0" SIDEWALK GRAS STRIF EXIST. GROUND *1.5% PROP. CEM. CONC. SIDEWALK * CONSTRUCTION TOLERANCE ± 0.5% APPROX. CITY L.O. 5'-0" 1 3'-0" SIDEWALK GRAS STRIF EXIST. GROUND - *1.5% Lz_-� PROP. CEM. CONC. SIDEWALK 12'-0" TRAVEL LANE 6" REVEAL (TYP.) 2.0% (TYP.) GRAN. CURB TYPE VA4 CONST. 12'-0" TRAVEL LANE 2.0% (TYP.) FULL DEPTH RECLAMATION 3'-0" 5'-011 ')RASS SIDEWALK' STRIP *1.5% EXIST. GROUND -s GRAN. CURB TYPE VA4 TYPICAL SECTION FULL DEPTH RECLAMATION FOR 40' ROW NOT TO SCALE * CONSTRUCTION TOLERANCE ± 0.5% 17'-0" TRAVEL LANE 6" REVEAL (TYP.) 2.0% (TYP.) GRAN. CURB TYPE VA4 CONST. 17'-0" TRAVEL LANE 2.0% (TYP.) -------- FULL DEPTH RECLAMATION PROP. CEM. CONC. SIDEWALK APPROX. CITY L.O. 3'-0" 1 5'-0" )RASS SIDEWALK' STRIP EXIST. GROUND *1.5% PROP. CEM. CONC. SIDEWALK GRAN. CURB TYPE VA4 TYPICAL SECTION FULL DEPTH RECLAMATION FOR NICHOLS AVE WITHIN APPROX. CITY L.O. VARIES SIDEWALK EXIST. GROUND—\ *1.5% PROP. CEM. CONC. SIDEWALK 50' ROW NOT TO SCALE CONST. 12'-0" 12'-0" TRAVEL LANE TRAVEL LANE 0" REVEAL (TYP.) 2.0% (TYP.) 2.0% (TYP.) GRAN. CURB TYPE VA4 * CONSTRUCTION TOLERANCE ± 0.5% PROJECT: 2019 ROAD REHABILITATION PROGRAM STREETS WATERTOWN, MA FULL DEPTH RECLAMATION GRAN. CURB TYPE VA4 TYPICAL SECTION RAISED INTERSECTIONS NOT TO SCALE PREPARED BY: W#,,, RL!DTECl-f ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 APPROX. CITY L.O. VARIES SIDEWALK MATCH EXIST. *1.5% EXISTING GROUND PROP. CEM. CONC. SIDEWALK PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC PROPOSED MICROMILLING AND OVERLAY: 1 3/4" HOT MIX ASPHALT TOP COURSE MATERIAL OVER 0.07 GAL/SY TACK COAT OVER 1 3/4" PAVEMENT MILLING PROPOSED FULL DEPTH PAVEMENT RECLAMATION: 1 1/2" HOT MIX ASPHALT TOP COURSE MATERIAL OVER 0.05 GAL/SY TACK COAT OVER 2 1/2" HOT MIX ASPHALT BINDER COURSE MATERIAL OVER 12" RECLAIMED BORROW FOR SUBBASE PROPOSED CEMENT CONCRETE SIDEWALKS/ WALKS: 4" CEMENT CONCRETE AIR ENTRAINED 4000 PSI, 3/4" 610 OVER 8" GRAVEL BORROW TYPE b PROPOSED CEMENT CONCRETE WHEELCHAIR RAMPS: 6" CEMENT CONCRETE AIR ENTRAINED 4000 PSI, 3/4" 610 OVER 8" GRAVEL BORROW TYPE b PROPOSED CEMENT CONCRETE SIDEWALK AT DRIVEWAY: PROPOSED CEMENT CONCRETE DRIVEWAY: 6" CEMENT CONCRETE AIR ENTRAINED 4000 PSI, 3/4" 610 OVER 8" GRAVEL BORROW TYPE b PROPOSED HMA DRIVEWAYS / HMA WALK: 1 1/2" HOT MIX ASPHALT FOR WALK SURFACE OVER 0.05 GAL/SY TACK COAT OVER 2" HOT MIX ASPHALT BINDER COURSE OVER 8" GRAVEL BORROW TYPE b PROPOSED LOAM AND SEED: 4" LOAM AND SEED PROPOSED MULCH AREAS: 4" AGED PINE BARK PROPOSED TEMPORARY PATCH (WITHIN ROADWAY LIMITS): 4" HOT MIX ASPHALT OVER 12" GRAVEL BORROW (COMPACTED IN 2 LIFTS NOT TO EXCEED 8") OVER SUITABLE BACK FILL MATERIAL GENERAL NOTES: 1. ALL GRAVEL BORROW TO BE TYPE b, UNLESS OTHERWISE SPECIFIED. 2. ALL CEMENT CONCRETE USED SHALL BE LAMPBLACK IN COLOR PER THE SPECIFICATIONS. 3. PREPARATION OF UNDERLYING SURFACE, ASPHALT EMULSION FOR TACK COAT, HMA FOR PATCHING, AND HMA JOINT SEALANT SHALL BE IN ACCORDANCE WITH SECTION 450. 4. NEW GRAVEL SUBBASE SHALL ONLY BE USED WHEN EXISTING SUBBASE IS DETERMINED TO BE UNSUITABLE PER THE REQUIREMENTS OF M2.01.7 AND M1.03.0 AND AS DIRECTED BY THE ENGINEER. NO. 1 DATE I REVISION I SCALE: I NTS I DRAWING TITLE: I SHEET NO. 11TIAMM_1u ilw0fliM WTE PROJ. NO: 1 18-008.04 I112641121mills:3'A 1449 CHECKED BY: JG TYPICAL SECTIONS SHEET 1 OF 2 3 �F 221 APPROX. CITY L.O. APPROX. CITY L.O. VARIES 0'-0" - 5'-0" TREE PIT AT SELECTED LOCATIONS CONST. 5'-0" MAINTAIN 5' SIDEWALK SIDEWALK WIDTH AROUND TREE PLANTING AREAS EXIST. GROUND *1.5% PROP. CEM. CONC. SIDEWALK * CONSTRUCTION TOLERANCE ± 0.5% 12'-0" TRAVELLANE 6" REVEAL (TYP.) 2.0% (TYP.) GRAN. CURB TYPE VA4 12'-0" TRAVEL LANE 2.0% (TYP.) FULL DEPTH RECLAMATION GRAN. CURB TYPE VA4 TYPICAL SECTION MEET EXIST. EDGE TREATMENT BEHIND CURB EXIST. GROUND -------------- +—Z- I FULL DEPTH RECLAMATION FOR BARTLETT STREET APPROX. CITY L.O. SIDEWALK EXTENDS APPROXIMATELY 150' AROUND CORNER OF BURNAM STREET BEFORE ENDING AND NO EDGE TREATMENT BEGINS 5'-0" SIDEWALK EXIST. GROUND PROP. CEM. CONC. SIDEWALK * CONSTRUCTION TOLERANCE ± 0.5% AND EVERETT AVENUE NOT TO SCALE 10'-6" TRAVELLANE (TWO WAY) 6" REVEAL (TYP.) 2.0% (TYP.) GRAN. CURB TYPE VA4 CONST. PARKING LANE 2.0% (TYP.) FULL DEPTH RECLAMATION 5'-0" SIDEWALK GRAN. CURB TYPE VA4 TYPICAL SECTION APPROX. CITY L.O. NOTE: REFER TO BID BOOK ATTACHMENT C FOR TREE TRENCH DETAILS EXIST. GROUND .}} PROP. CEM. CONC. SIDEWALK FULL DEPTH RECLAMATION FOR BRIDGHAM AVENUE APPROX. CITY L.O. REPLACE ENTIRE LENGTH OF GUARDRAIL BETWEEN BRADFORD ROAD AND CHANNING ROAD SEE SPECIAL PROVISIONS FOR DETAILS 5'-0" 3'-011- SIDEWALK GRASS STRIP EXIST. GROUND -\ *1.5% z—� PROP. CEM. CONC. SIDEWALK * CONSTRUCTION TOLERANCE ± 0.5% CLIENT: TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-972-6420 NOT TO SCALE 12'-0" TRAVELLANE 6" REVEAL (TYP.) 2.0% (TYP.) GRAN. CURB TYPE VA4 CONST. 12'-0" TRAVELLANE 2.0% (TYP.) FULL DEPTH RECLAMATION GRAN. CURB TYPE VA4 APPROX. CITY L.O. 3'-0" 1 5'-0" iRASS SIDEWALK' ')TRIP EXIST. GROUND *1.5% PROP. CEM. CONC. SIDEWALK TYPICAL SECTION FULL DEPTH RECLAMATION FOR BELLEVUE ROAD NOT TO SCALE PROJECT: 2019 ROAD REHABILITATION PROGRAM STREETS WATERTOWN, MA PREPARED BY: W#,�)RLE)TC I-f ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC 0Lem m117_110 SCALE: I NTS WTE PROJ. NO: 1 18-008.04 I112641121mills:3'd Cyft CHECKED BY: I JG DRAWING TITLE: TYPICAL SECTIONS SHEET 2 OF 2 SHEET NO. 4 OF 22 KX K I O N m c 0 0 10 a) E 0 a) LEGEND NOTES: R1_1 J EXISTING SIGN 1. ANY EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED PAVEMENT MARKINGS SHALL R1-1 PROPOSED SIGN BE REMOVED. SL STOP LINE 12 INCH REFLECTORIZED WHITE 2. ALL CROSSWALKS ARE 10 FEET WIDE UNLESS OTHERWISE NOTED. CW CROSS WALK 12 INCH REFLECTORIZED WHITE 3. ALL SIGNS DEEMED SUITABLE FOR REUSE SHALL BE YIELD LINE (12" BASE / 36" HEIGHT / 12" SPACE) WHITE DETERMINED BY THE RESIDENT ENGINEER AND DOUBLE YELLOW CENTER LINE SHALL BE PAID UNDER THE RESPECTIVE ITEM DBYL 6 INCH REFLECTORIZED NUMBERS. DOTTED WHITE LINE (2' LINE, 6' SPACE) DWL 6 INCH REFLECTORIZED 4. ALL EXISTING SIGNS TO BE REMOVED AND RESET ARE TO BE R&R IN PLACE, UNLESS OTHERWISE SWL SOLID WHITE LINE NOTED. 12 INCH REFLECTORIZED SOLID WHITE LINE SL 12 INCH REFLECTORIZED SOLID YELLOW LINE SYL 6 INCH REFLECTORIZED I YGL YELLOW GORE LINE 25 AVON ROAD 21 AVON ROAD 12 INCH REFLECTORIZED N/F N/F -' TRACEY BARNES PENGYU HONG 172 BK. N/A PG. N/A K. 69729 PG. 260 PID: 1118A 8 9 PID: 1118A 9 10 y Z PROP. TREE PROTECTION (TYP.) PROP. CEM. CONC. DRIVEWAY APRON (TYP.) PROP. CURB CORNER TYPE A (2' R) (TYP-VAX PROP. GRAN. CURB TYPE VA-4 X w A VON ROAD GRASS+Oo- ? (PUBLIC - 40' WIDE) PROP. LOAM & SEED GRASS STRI (TYP.) 7PROP. PROP. CEM. CONC. SIDEWALK (TYP.) HMA DRIVEWAY (TYP.) PROP. CEM. CONC. WALK PROP LOAM & SEED (TYP.) 13 15 AVON ROAD 410 BELMONT STREET 26 AVON ROAD 22 AVON ROAD 18 AVON ROAD 14 AVON ROAD N/F N/F N/F N/F N/F OAKLEY COUNTRY CLUB JOSHUA M TOUSTER ERIC TIEN ROBERT W MALONE KISHANLAL CHAKRABARTU BK. 4488 PG. 75 BK. N/A PG. N/A BK. 67259 PG. 33 BK. 53893 PG. 19 ET UX PID: 1120 1 0 I PID: 1118A 16 7 PID: 1118A 17 6 PID: 1118A 18 5 BK. N/A PG. N/A PID: 1118A 19 4 NOTES: 1. TREE PROTECTION TO BE INSPECTED AND APPROVED BY TREE WARDEN PRIOR TO WORK. 2. ALL DRIVEWAY OPENINGS SHALL BE LAID OUT AND APPROVED BY THE ZONING ENFORCEMENT AGENT PRIOR TO CURB WORK. 3. ALL CURBING AND CONCRETE FORMS SHALL BE INSPECTED AND APPROVED BY DPW PRIOR TO POUR. 4. ALL TREE PIT LOCATIONS SHALL BE IDENTIFIED BY TREE WARDEN PRIOR TO SETTING FORMS FOR CONCRETE WORK. 5. ALL VALVE AND CURB STOP BOXES TO BE INSPECTED BY WATER DEPARTMENT PRIOR TO FINAL PAVING. 6. THE CONTRACTOR SHALL PROVIDE TIES TO ALL BURIED CASTINGS PRIOR TO ROAD RECLAMATION. 7. ABUTTERS MUST BE NOTIFIED A MINIMUM OF 24 HOURS PRIOR TO START OF WORK AND AGAIN PRIOR TO ANY WORK AFFECTING DRIVEWAY ACCESS. CLIENT: TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-972-6420 PROJECT: 2019 ROAD REHABILITATION PROGRAM STREETS WATERTOWN, MA 9 AVON ROAD 5 AVON ROAD 10 12 AVON ROAD 8 AVON ROAD N/F N/F BARRY S SIDDALL CHRISTIAN F HEINEN BK. 41505 PG. 454 BK. 62936 PG. 24 PID: 1118A 20 3 PID: 1118A 21 2A 0 20 50 100 SCALE: 1" = 20' PREPARED BY: W#l,;)RL!DTECl-f ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC 0Lem m17_110 'I J PC +842-9, SAMTJT PAVEMENT AT EXIST. DMH & WATER COR�ItCTION PATCH PAVEMENT AFTER SEWER, WATER & DRAIN INSTALLATION -PT +63.90 \-PC +49.80 PROP. LIMIT OF —PAVING )P. SA CUT (TYFB�T DR VE h W m O O REVISION I SCALE: I 1 " = 20' 17011=W_19:iIaWill 101 WTE PROJ. NO: 1 18-008.04 I1l�y[eP121110-Yd 141% CHECKED BY: I JG DRAWING TITLE: GENERAL PLANS SHEET 1 OF 3 2 SHEET NO. 5 OF 22 I N 247 BOYLSTON STREET N/F KEVIN Y WONG BK. 1272 PG. 49 nl n. 'I anon -7 �C 246 BOYLSTON STREET N/F EVAN NABEL BK. 112 PG. 102 PID: 1202 42 282A L 38 BOYLSTON STREET N/F YAKOV DORFMAN BK. 1455 PG. 80 PID: 1202 40 288 234 BOYLSTON STREET N/F SHAWN MCEACHERN BK. 1249 PG. 167 PID: 1202 39 389 NOTES: 1 1\VI�y11V111 VI 1 /'IV IIVIJ a � I JRIV� Lo rn GRASS 1. TREE PROTECTION TO BE INSPECTED AND APPROVED BY TREE WARDEN PRIOR TO WORK. 2. ALL DRIVEWAY OPENINGS SHALL BE LAID OUT AND APPROVED BY THE ZONING ENFORCEMENT AGENT PRIOR TO CURB WORK. 3. ALL CURBING AND CONCRETE FORMS SHALL BE INSPECTED AND APPROVED BY DPW PRIOR TO POUR. 4. ALL TREE PIT LOCATIONS SHALL BE IDENTIFIED BY TREE WARDEN PRIOR TO SETTING FORMS FOR CONCRETE WORK. 5. ALL VALVE AND CURB STOP BOXES TO BE INSPECTED BY WATER DEPARTMENT PRIOR TO FINAL PAVING. 6. THE CONTRACTOR SHALL PROVIDE TIES TO ALL BURIED CASTINGS PRIOR TO ROAD RECLAMATION. um,. on IIIIIIIIIIIII.I m 7. ABUTTERS MUST BE NOTIFIED A MINIMUM OF 24 HOURS PRIOR TO START OF WORK AND AGAIN PRIOR TO ANY WORK AFFECTING DRIVEWAY ACCESS. 0 20 50 100 CLIENT: TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-972-6420 PROJECT: 2019 ROAD REHABILITATION PROGRAM STREETS WATERTOWN, MA SCALE: 1" = 20' PREPARED BY: W#',;)RL!DTECl-f ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 is PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC t� 1 as 1\1 ICHOLS nv7r.n IF N/F a GRAZI 387 PC 1 223 UENUINU N UANUUHA BK. 1325 PG. 50 PID: 1 223 1 1 C 0 Eem MEET EXIST. CURB (TYP.)_ MEET EXIST. SIDEWALK (TYP.) DAVI D J SHAM LIAN BK. 1295 PG. 104 PID: 1223 10D 0 0 34 36 ADAMS STREET N/F JEAN M FOULSHAM BK. 63244 PG. 500 PID: 1225 14 6 Z N�Z O G ROP. MA RIVE4AY (TYP.) - PROP. 2.5' LOAM & SEED GRASS STRIP (TYP.) 6 R&D W3-1 R&R CEM. CONC. BLOCKS 1 124 NICHOLS AVENUE N/F JOHN T KERRIGAN JR & MARY J HUEBER TR BK. 63564 PG. 115 PID: 1223 6B 0 NO. DATE REVISION SCALE: 177 = 201 DRAWING TITLE: SHEET NO. DATE: APRIL 2019 GENERAL PLANS WTE PROJ. NO: 18-008.04 6 OF DESIGNED BY: CLP 2 2 SHEET 2 OF 3 CHECKED BY: I JG U) c 0 n 0 a - a) 0 �I O c6 O O K• 0 L. 0 U L 0 a 0 0 L 00 O N 0 L a) 3 O 06 O O KA, I O N m c 0 0 a) E 0 a) 38 40 DEXTER AVENUE R&R "NO PARKING HERE Q N/F TO CORNER" rn GIOVANNI E CIMINO TRUSTEE BK. 49784 PG. 386 �- PID: 1226 15 57 -o rn 70 �� D i MEET EXISTING ROADWAY ELEVATIONS AT LIMIT OF WORK. o ` LIMIT OF WORK EXTEND PROP. CURB TO DRIVEWAY rn c STA 21+66 7.L N2959579.7087 E747836.4602 34 36 ADAMS STREET rn PROP. SAWCUT 42 48 DEXTER AVENUE N/F — \ L JEAN M FOULSHAM BK. 63244 PG. 500 39 DEXTER AVENUE \ n � N/F PID: 1225 14 6 / R BK. A55 �8 G PG. E 69 CONC PID: 1225 13B 0 �R \ PROP. FULL DEPTH RECLAMATION (TYP.)gdeRNE 10 -� PROP. EJ COMPANY DURALAST \ y 2 DETECTABLE WARNING PLATES o =y Z o 1-20' RADIAL CURVED TIONS \ (ARC F�NGTH=2 .55') cNS1 N z VI y �� 'OR. C0NC<I%DEWALK R1-1 \ N am?\ od coZ?� SS STRIP (TYP.) 41-3P - 135 NICHOLS AVENUE �` Nc7`�--Z 117 NICHOLS AVENUE \ N/F PROP. MA N�c� �� o N/F CATHERINE I FAVUZZA \ DRIVE Y (TYP.) O u, �G 1, G� r YAN SHI CHENG BK. 50212 PG. 42 � w VIA�,01 BK. 60632 PG. 19 PID: 1225 26 5 R&R .p o c cd PID: 1225 30A 0 CO PROP. EM. R7-8 STEPBRICK PR V" R&R E R&R R1-1 STE S CONC ALK \ C N C. WALK BR LCE CEM. G A P.) R 1-3P S P� �! • \� BIT n BIT ��'(. �� C WALK a) BITW GRASS / GRASS �' DRIVEBIT DRIVE RFt� DRIVE n RIVE Z a GRASS 4, RET. (1 g28 CITY LAYOUT RETWRET. n R T RETW _ \ 0 � MEET EXIST. CURB (TYP. MEET EXIST. SIDEWALK (TYP.) GIOVANNI E CIMINO TRUSTEE BK. 49784 PG. 392 PID: 1226 18 60 I c9 rn rn n Qk r C GRPS 22+00\\\ 95 NICHOLS AVENUE �� a " NO PARKING HERE R&R N/F rn G O 8k� » TO CORNER YULIYA MAKINKOVICH 55 59 MELENDY AVENUE BK. 1525 PG. 66 N/F \ C PROP. 11' x 5.5' 103 NICHOLS AVENUE PID: 1226 16A 1 WATERTOWN HOUSING AUTHORITY rn GRASS TREE PIT MA-D3-103 N/F WATERTOWN HOUSING AUTHORITY BK. N/A PG. N/A PID: 1226 14A 4 L � MA-D3-106 BK. N/A PG. N/A R `y PROP. TREE PROP. EJ COMPANY DURALAST6 27 61 B � G IQ DETECTABLE WARNING PLATES 24" o p 109 NICHOLS AVENU 3-2' LONG STRAIGHT SECTIONS N/F 1-10' RADIAL CURVED SECTION \� ILDA ET GAETANO CORD NE USTEES (ARC LENGTH=2.13') 'PL 95-8 BK. 47915 P 2 PID: 122 17 1A R1-1 2-2.5' LONG ST IGHT SECTIONS 2-2' LONG ST IGHT SECTION R&D PROP. MILL & LIMITSTA 1i R&D OVERLAY PROP. 7' CEM. R&R CONC. SIDEWALK CIF �G N2959 R&D E7480 a � (192 'r" L YOUT GRAVEL � W/ NO GRAN. CURB 5X 1fi � 1; PROP \ DRIVE RET.6' WIRE FENCE uKivt ` SWL. ° •-> \ 6QN C I SW W -1 R& CONC SW R1-3P 4\- �- 14" G R&R " AIRS AN SQ i SWL "NICHOLS AVE" "DEXTER AVE" R1-1 R1-3P o �,, 6RKKK 1 RET. °°o w VGC °°°'°° R& "NO PARKING HERE PROP.3" _ R&R CEM. PROP. 2.5' LOAM & SEED - R&R PROP. CURB CORNER ICI TO CORNER" R&R PROP. W3 N PT +86.57 < \ I 9 REVEAL NICHOL S A VE GRASS STRIP (TYP.) - R ( ) (TYP.) PC +75.55 N \ PT +77.33 1 SAV�F�UT (TYP.) �- -� CONC. TYPE A 2 R TYP. 8 � I 11 11+00 BLOCKS �— o-- �-- PC +66.30 DBYL PUBLIC - 40' WIDE R&D W3-1 R&R CEM. 7 PROP. CEM. CONC. � 10 TYP. AT PROP. RAISED TABLE PROP. 3 ( ) CONC. BLOCKS RET. UP (TYP. ALL) DRIVEWAY APRON (TYP.) ' ' (TYP.) SEE DETAIL SHEET 18 REVEAL �ckAISE6 TABLE PT +87.89 R& ( ) LIMIT OF PAVING �G L 10- R&R 100-1 1 °°°°°°°°°°°oOep°° g� U PL 1 1 A _ VGC STA 10+00 0 — - °° _ _ _ _ _ VGC SW PL 1 0 PI 100- 1 3 °°'° PCC +70.0 ° N2959436.1675 CONC SW 4 -CL RET DRIVE �Bl4' A RIT GR SS DRIVE �� CLF RET. IT 4' 11 CLF BIT 1 RE BRICK TEPS -�R RET GRASS D IVE �4 P CON ,,M W 0 C RET. �� b, PROP. CEM. �0 M. til PS % D�ONC. WALK ' CONC. PROP CEM PROP. CEM. m FOR DIMENSION OF WALK CONIC. WALK CONC. WALK RAISED TABLE SEE RB PROP. BARK PROP. HMA ROP. CEM. CO C. SIDEWALK AT I TIE PLAN SHE T 4 MULCH DRIVEWAY (TYP.) RIVEWAY (TYP r PROP LOAM I R&D "NICHOLS AVE"R&R MA-D3-103 MA-D3-106 R1-1 R1-3P & SEED TYP. ( ) P OP. BARK MU H R&R R R13P "NO c� r� ,�, R&D PARKING HLKt TO CORNER" v PROP. EJ COMPANY DURALAST DETECTABLE WARNING PLATES 4-2.5' LON TRAIGHT SECTIONS 1-15' RADI P ECTIONS .1 (ARC LENG - . ' 116 NICHOLS AVENUE BIT 124 NICHOLS AVENUE N/F 53 DEXTER AVENUE DRIVE N/F ARTSVICK GUKASYAN N/F JOHN T KERRIGAN JR & BK. 52303 PG. 549 FARLDREZA GOLJAMALI 00 MARY J HUEBER TR PID: 1223 15G 0 BK. 67006 PG. 542 W BK. 63564 PG. 115 PID: 1223 2F B p Wo PID: 1223 6B 0 Viz= D m Z GRASS G w o 0 ' CCD crn J > z �u > — O> m z c m CLIENT: TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-972-6420 120 NICHOLS AVENUE N/F BETTY KEFALAS BK. 10627 PG. 293 PID: 1223 5C 0 CONC �"" E747983.4413 1928 CITY LAYO T PROP. SAWCUT 20" LIMIT OF WORK -`' PROP. EJ COMPANY DURALAST BIT ooT PROP. BARK MULCH STA 10+03 0 DETECTABLE WARNING PLATES DRIVE RET. PROP. TREE N2959419.5977 GRASS 1-15' RADIAL CURVED SECTIONS E747978.8330 SL (ARC LENGTH=19.12') PROP. HMA PRO ECTION (TYP.) PROP. SAWCUT �c-) e rn DRIVEWAY (TYP.) U D L 121 0 Z R1-1 R&R EXIST. CURB \ • 16 R1-3P "NICHOLS AVE" "DEXTER R&D I CORNERS (TYP.) " 50 DEXTER AVENUE AVE" R1-1 R&D R&R PROP. 8' CEM. o \� • N/F R1-3P j R&D CONC. SIDEWALK > TALINE SMITH TRUSTEE 3: V) o BK. N/A PG. N/A PID: 1219A 1 88A END PROPOSED U z Wo W UPL 48-8 FULL DEPTH RECONSTRUCTION lICHOLS AVENUE o STA 8+69 N/F o "NO N2959492.5875 HOLS LJS LLC 1436 PG. 13 0" N / BIT PARKING HERE TO CORNER" R&R E747865.2161 PROP SAWCUT : 1219A 33 2 0 O 65 DEXTER AVENUE N/F co ARTSVICK GUKASYAN CONC WW' BK. 52303 PG. 549 - -� PID: 1223 15G 0 o J/ 3 G N a � O PROJECT: 2019 ROAD REHABILITATION PROGRAM STREETS WATERTOWN, MA GRASS DRIVE - . — LIMIT OF WORK o C / 14- STA 20+35 U v N2959457.7441 00 00 / d E747797.4478 0-) PROP. SAWCUT / COj��, 60 DEXTER AVENUE C) J m N/F a_ FAEDA TAHA i BK. 66669 PG. 313 vGRASS PID: 1219A 32 88B 8 12 QUIMBY STREET O Q U co 0) 0 20 50 SCALE: 1" = 20' PREPARED BY: W#l,;)RL!DTECl-f ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 100 PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC NO. DATE REVISION SCALE: 1 " = 20' DATE: APRIL 2019 WTE PROJ. NO: 18-008.04 DESIGNED BY: CLP CHECKED BY: JG N/F WATERTOWN HOUSING AUTHORITY BK. N/A PG. N/A PID: 1219 1 4 DRAWING TITLE: GENERAL PLANS SHEET 3 OF 3 SHEET NO. 7 OF 221 I (7) cn c 0 n O L- 0 U L o, O 0- 0 O L 00 O N c- 3 O N -10 3. O c6 O O K N 25 AVON ROAD N/F TRACEY BARNES BK. N/A PG. N/A PID: 1118A 8 9 PROP. 1" CORPORATION STOP & TUBING TYPE K (TYP. FOR SERVICE CONNECTIONS) PROP. WG (TYP.) RET. UP R&D EXIST. WG (TYP.L)oUINz T PAD DR 2 - 611 450 BENDS w CON I Y A VON ROAD 1 J ADJ. B.O. +00 GRASS (}} z 23'PVC- � LIMIT OF WORK STA 10+41 N2963126.7847 E744028.4961 PROP. SAWCUT DMH R=197.18' 11=192.68' (10"DIP) CB R=197.06' 11=196.76' (10"DIP) I 21 AVON ROAD N/F PENGYU HONG K. 69729 PG. 260 PID: 1118A 9 10 ADJ. .0. REM. EXIST. CB (T�P.) PROP. P.) 1" C " 38' - 12" PVC �ROPI. 8" C4PI ATER P1P \I I �I•\/'1JJ ADJ. B.O. 2 PROP. 4" TEMPORARY WATER SERVICE W/ CONNECTIONS TO EACH HOUSE. TEMPORARY SERVICE SHALL BE DESIGNED BY THE CONTRACTOR & CHLORINATED IN ACCORDANCE WITH THE SPECIFICATIONS - TESTED & APPROVED BEFORE USE. LIMIT OF WORK STA 13+10 N2963367.5523 E744101.8658 PROP. SAWCUT CONNECT TEMPORARY SERVICE TO Q HYDRANT ON SUNSET ROAD Q R=173.40' O o R=192.89' I 11=170.20' (10"DIP) oc 3: 11=189.29' (10"DIP) L 0 13 15 AVON ROAD 9 AVON ROAD 5 AVON ROAD N/F N/F I N/F NICKOLAS KACOYANIS L/E ANDREW A CHANGELIAN 5-7 AVON ROAD LLC J I J I I BK. 35329 PG. 295 BK. 31261 PG. 144 I BK. 68038 PG. 45 m I PID: 1118A 12 12A PID: 1118A 13 14 g m PID: 1118A 11A 0 � � RA, a_ Z a 0� Q z o Quo 3: Q w ��co tw- cn l > �=) - <I ti( QI cn a zU'Lo U co z 0 w c� U (PUBLIC - 40' WIDE) , - - -t6l - 12" PVC FP. L MH 21' - 6" PVC . _ PROJECT BEGIN Z� _ STA 1 +38 4WO , 26'-1"C N2963026.9607 E744040.5674 »' PROP. 6" I CILIII PROP. SAWCUT PROP. HYDRANT GATE 14 WATER PIPE PRQi TEMP. EM. EXI B & GATE VALVE GRAS' & SERVICE P HYDRANT P Q. B P I I KBE HA-ICALc: J O I l PROP. SEWER PVC-SDR 35 SERVICE I I �L AIN END RED CONNECTION & PIPE FITTINGS (TYP.) SMH R=199.82' 11=194.62' (6"CLAY) 12=195.02' (6"CLAY) CB QL' R=197.01' 11=193.31' (10"DIP) DRAINAGE STRUCTURE DATA STRUCTURE TYPE BASELINE STATION/ RIM ELEV. INV. (IN) INV. (OUT) DOWNSTREAM REMARKS ## OFFSET (FT) INV. IN (FOR CB'S) 1 CB SUNSET ROAD 10+37.6 - 11.6' LT 197.22 - 193.22 192.72 (DMH #2) 12" PVC 192.72 2 DMH AVON STREET 2+35.6 - 3.3' LT 196.96 (CB #1) 192.72 192.68 188.32 (DMH #3) 12" PVC (CB #5) 188.32 3 DMH AVON STREET 2+78.3 - 3.3' LT 192.80 (DMH #2) 188.32 188.32 169.85 (DMH #4) 12" PVC (CB #6) 169.88 4 DMH AVON STREET 4+59.1 - 5.0' LT 173.34 (CB #7) 169.85 169.85 165.85 (DMH #9) 12" PVC (CB #8) 5 CB AVON STREET 2+29.7 - 11.6' RT 197.26 - 193.26 192.72 (DMH #2) 12" PVC 6 CB AVON STREET 2+72.4 - 11.6' LT 193.37 - 188.47 188.32 (DMH #3) 12" PVC 7 CB AVON STREET 4+50.3 - 11.6' LT 174.03 -- 170.13 169.85 (DMH #4) 12" PVC 8 CB AVON STREET 4+55.1 - 11.6' RT 173.58 170.08 169.85 (DMH #4) 12" PVC 165.85 (DMH #4) 165.76166.26 9 DMH BELMONT STREET 12+72.8 - 2.1' LT 171.05 (EXIST) - EXISTING PIPE (EXIST (N)) CLIENT: TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-972-6420 R&D EXIST. HYDRANT APPROX. 150' UP SUNSET ROAD PROP.HYDRANT I \ OP. 8 x 6 MECHANICAL JOINT Y PLAIN END P,EDUCER WITH " SOLID SLElfVE COUPLING ONNECTED MEXIST. WATER PR P 8" GA E ` I REM. EXIST. CB I\ VA P.) 1 PROP. CB I \ I REIN. I , �I c P AP. DMH ---A I \, \ PROP. DI' X 8 TEE I N P. 8" T FITTING ( ' 1 WATER P Ej cx \ 10'- 12" PVC 25' - 6" PVC �� . • • • IL-411 MFM NMI • • m a�iz "" C .q�; S 26'-1"C o0 » - --I26 1 u 112"• M 0 1 26' - --GG » - REM.ViiST. DMI-) 1 W1i; C .) GRASS / m PROP. DMH / I / ALL HOUSE SERVICE CONNECTIONS ARE CONNECTED TO THE MAIN SEWER W/ 6" PVC-SDR35 GASKETED WYE BRANCH FITTINGS & 45 ° BEND (REFER TO WATERTOWN STANDARD DETAILS) I INDICATES PROP. 1" COPPER WATER SERVICE WITH 1" CORPORATION & 1" CURB STOP & BOX CONNECTED TO EXIST. HOUSE SERVICE (TYP.) 22 AVON ROAD 18 AVON ROAD 14 AVON ROAD N/F N/F N/F FER ERIC TIEN ROBERT W MALONE KISHANLAL CHAKRABARTU /A BK. 67259 PG. 33 BK. 53893 PG. 19 ET UX 7 PID: 1118A 17 6 I PID: 1118A 18 5 BK. N/A PG. N/A PID: 1118A 19 4 PROJECT: 2019 ROAD REHABILITATION PROGRAM STREETS WATERTOWN, MA 0 20 50 SCALE: 1" = 20' PREPARED BY: W#'�)RL!DTC I-f ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 BELM NT STREENF SMH R=171.26' 11=1 65.76' (6"CLAY 12=165.76' (6"CLAY) 13=166.26' (6"CLAY) F AYER EKEIAN & 0°/ DMH LVA V TRUSTEEv R=171.05' . 5783 PG. 383 I J 11=164.35' (12"DIP) PID: 1118A 14 15A W 12=165.85' (10"DIP) ALL NEW SERVICE CONNECTION PIPE SHALL BE I 13=164.45' (12"DIP) M CONNECTED TO THE EXISTING SERVICE PIPE AT THE NEW I 0V o CONNNECTION. CONNECTIONS TO EXISTING PIPE TO BE IN +- I CONNECT TEMPORARY WATER SERVICE TO CENTER OF SIDEWALK WITH 1-2" BOLT DRESSER I i � HYDRANT ON BELMONT STREET COUPLINGS. EXISTING PIPES SHALL BE CLEAN CUT W/ POWER SAWS ONLY. r I I ElI UPL 51 .n C) I I N P +9 . PROP. 6" SEWER PVC-SDR SERVICE o I LIrok�gy FULL DEPTH TRENCH PATCH CONNECTION &PIPE FP. R vg) VL I I I I MATCH EXIST. PAVEMENT THICKNESS 8r AVAL&BOX „ REM! EXIST. CB xAf - J I I I �; PROP. CB GRASS I I I kop. CUT IN CONNECTION TO EXIST 6" WATER S PLC[ 14' - 1" C I I I I 21- 6" GATE VES & BOXES AND 2 - 6" SOLID RET. UP I 0000 / I�EEVE C S WITH 6 x 6 M.J. x M.J. TEE Q Ilk +84 22� REM. EXIST. DMH F&C PROP. DMH F&C & HOLD EXISTING PIPE ELEVATIONS ON 19'- 6" PVC��:i - 12" PVC �� 31 0 DBELMONT STREET. CONNECT TO EXIST. 12" W/ 2 - 3' PVC I owl KAr_MII,�_I 1111 11��111 � W a1, , SPOOL PIPES & RUBBER COUPLINGS 2 i I CONNECT PROP. 8" PVC SEWER TO EXIST. - 1- -I S+QO 6" I MANHOLE W/ WATERTTOP BAND AND - �J. I P� 0 HYDRAULIC CEMENT B.O. o ADJ. '? 0 m 26'-1"C II BIT 0 RAP. TltMP. WATER RE�/l E T. CB E ^IVE 0EF�VICE (TYP.) QP-'FCB ROP. DMH c� PROP'(83 MECHANICAL JOINT R=173.88Y PLP�IN END REDUCER 11 =1 69.72' (10"DIP) CB R=171 .28' 11 =1 68.08' (12"PVC) 10 12 AVON ROAD 8 AVON ROAD 4 AVON ROAD N/F N/F N/F BARRY S SIDDALL CHRISTIAN F HEINEN IRO BERT J HALL BK. 41505 PG. 454 BK. 62936 PG. 24 BK. N/A PG. N/A PID: 1118A 20 3 PID: 1118A 21 2A PID: 1118A 22 100 NO. DATE REVISION PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC PC +49.8(�LIMIT OF PAVING STA 4+82.10 NC \.. I N2963355.7312 I �E744142.1417 BASS PROP. SAWCUT01 1/IIIIBIT o DRIVE LIMIT OF WORK STA12+26 N2963343.9450 E744182.2650 PROP. SAWCUT 12+0046-50 OZ SCALE: 1 " = 20' DATE: APRIL 2019 WTE PROJ. NO: 1 18-008.04 L»y1021111 �-��•�� CHECKED BY: JG NOTE: GATE VALVES TO BE RESILIANT SEAT EPDXY COATED. OPEN RIGHT DRAWING TITLE: DRAINAGE & UTILITY PLANS SHEET 1 OF 3 SHEET NO. g OF 221 1 246 BOYLSTON STREET N/F EVAN NABEL BK. 112 PG. 102 PID: 1202 42 282A N/1- YAKOV DORFMAN BK. 1455 PG. 80 PID: 1202 40 288 234 BOYLSTON STREET N/F SHAWN MCEACHERN BK. 1249 PG. 167 PID: 1202 39 389 CLIENT: O� s � O \°'s ABANDONED BIT 1 a DRIV 2 W / c 3/ o' O � / 00 U V a SMH R=41 .49' 11=32.29' (8"DIP) 12=33.19' (8"DIP) 13=33.09' (8"DIP) TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-972-6420 CB R=44.66' 11=40.36' (12"DIP) DMH R=43.08' CB 11=36.48' (24"RCP) R=37.62' 12=37.48' (12"DIP) 11=28.82' (DROP INLET) LIMIT OF WORK REET STA 16+11.94 N2959862.7961 G INDICATES PROP. 1" COPPER WATER E747208.4262 49SERVICE WITH 1" CORPORATION & 1" PROP. SAWCUT 25 CURB STOP & BOX CONNECTED TO EXIST. HOUSE SERVICE (TYP.) CID CONNECTIONS TO BE VERIFIED IN R=43.00' FIELD (TYP. NEW SERVICES) 11=39.00' (12"DIP) CB R/ R=37.68' 11=35.08' (12"DIP) DMH - R=38.07' 11=33.67' (12"DIP) 12=34.07' (12"DIP) PROJECT: 2019 ROAD REHABILITATION PROGRAM STREETS WATERTOWN, MA 0 20 PREPARED BY: 1417) 147 Nll`.Hni (:� A\/FNI IA 50 SCALE: 1" = 20' W )RL!DTCC I-f ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 m 100 PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC CB R=37.35' 11=34.95' (12"DIP) DMH R=36.74' BK. 1325 PG. 50 PID: 1223 1 1 C 0 1 as t\jIrHOLS A\/FKII I N/F a GRAZI 387 PC 1223 CB R=36.59' 11=33.99' (12"DIP) 136 NICHOLS AVENUE N/F DAVI D J SHAM LIAN BK. 1295 PG. 104 PID: 1223 10B 0 Cb R=36.38' 11=32.98' (12"DIP) A NO. DATE REVISION SCALE: 1 " = 20' DATE: APRIL 2019 WTE PROJ. NO: 18-008.04 DESIGNED BY: CLP CHECKED BY: I JG DRAWING TITLE: 34 36 ADAMS STREET N/F JEAN M FOULSHAM BK. 63244 PG. 500 PID: 1225 14 6 REMODEL R=34.28' 11=30.58' (18"RCP) N 00 CD W o C^' o = o z c/) m z ND z�= N D o CD cn N m z c m PROP. WG7 124 NICHOLS AVENUE N/F JOHN T KERRIGAN JR & MARY J HUEBER TR BK. 63564 PG. 115 PID: 1223 6B 0 DRAINAGE & UTILITY PLANS SHEET 2 OF 3 SHEET NO. 9 OF 22 .i I O N c 3 0 L a� v 34 36 ADAMS STREET N/F JEAN M FOULSHAM BK. 63244 PG. 500 PID: 1225 14 6 CZ � CB R=33.52' 11=26.12' (DROP INLET) 135 NICHOLS AVENUE N/F CATHERINE I FAVUZZA BK. 50212 PG. 42 PID: 1225 26 5 \ CONC f\\ \STET 27' - 1" C ADJ. B.O. \1 BIT GRASS PROP. WG RIVE no` 4' �n(1928 CITY LAYOUT r=rw -CL CLIENT: 38 40 DEXTER AVENUE DMH Q N/F R=32.89' rn GIOVANNI E CIMINO TRUSTEE 11=28.39' (12"PVC) \ BK. 49784 PG. 386 12=29.19' (12"RCP) CB PID: 1226 15 57 14=29.68' (12"DIP) R=33.38' 11=30.98' (12"DIP) rn CB R=32.89' DMH \ 11=30.29' (HOOD TOP) R=33.13' 11=20.13' (54"RCP) C 12=25.53' (24"DIP) 13=20.13' (54"RCP) ✓ L 14=25.83 (24 DIP) \ \ R 42 48 DEXTER AVENUE \ N/F c9 G \ L \\ \\ GIOVANNI E CIMINO TRUSTEE �J 0 39 DEXTER AVENUE \ n \\ \ \ \ �R\v / BK. 49784 PG. 392 n 4 N/F W \\ \ \ \ \\ PID: 1226 18 60 \ C 9- ANYONG XIE C W \ \ \ C DMH BK. 55781 PG. 69 R 33.51' PID: 1225 13B 0 GRAN \ \ o\ \ \ �-� 11=26.21' (12"DIP) �\ \ \ \ LIMIT OF WORK 95 NICHO�F AVENUE � o \ 12=28.41' 12"DIP \ \� \ N\ SO gFz� STA 21+66 ( ) 8 \ \ N YULIYA MAKINKOVICH 55 59 MELENDY AVENUE Z 13=26.21' (12"DIP) CB RN _ �\ \o� N2959579.7087 BK. 1525 PG. 66 N/F N, C R=33.65 \ \ \9\ E747836.4602 103 NICHOLS AVENUE PID: 1226 16A 1 WATERTOWN HOUSING AUTHORITY 11=25.75' (18"DIP) \ \ \\ \ PROP. SAWCUT N/F BK. N/A PG. N/A \ WATERTOWN HOUSING AUTHORITY CB PID: 1226 14A 4 \ \ �> L BK. N/A PG. N/A R=30.31' \ \ \ GO PID: 1226 27 61 B 11=23.41' (18"RCP) L \ \ \ rn r Z o o Z < \\\\ N 109 NICHOLS AVENUE R=31.52 \ n 2 D ad \ `p \ �`' PROP. CB N F 11 =26.22 (15 PVC) �� 5- 117 NICHOLS AVENUE: \�� \�\ / r z \ o y o n o �� GILDA ET GAETANO CORDONE TRUSTEES 12=26.32' (8"PVC) \UPL 95-8 \\ \ -a � � � G � N/F REM. CB \ \ C� BK. 47915 PG. 222 13=26.32' 15"PVC \ \\ \ \ a o o N YAN SHI CHENG ( ) \ c04 �" v� BK. 60632 PG. 19 16' - 12" PVC -< PID: 1226 17 61A \\ \ o car G cd PID: 1225 30A o RET. UP R-32.90' R=31 .03 RASS N rn C' ,; r" C`i MH LIMIT OF WORK � ' �� it -gin 1 0' 12"DIP 11=27.23 (24 RCP I STA 10+60 \ 9 \ CONC t3mlu M PROP. DMH �' 14 0� , _ „ ( ) 12-21.73 ` 'F�P. RANT N2959425.7759 STEPS 16' - 12" PVC \ 26 12 PVC 1 W - C (TYP.) �� GATE & I C\_F %� GR E748044.9895 % \ REM. EXIST. F&G \ DMH \ \ \\ \ \ CHANGE TO F&C GF BIT \ I 5 / \ \\ \ � (1928 CITY L OUT) 24 - 1" C RIVE \ ATE V X „ �z PROP. SAWCUT \\ \ PROP. F&G (TYP. ALL CB) BIT BIT CONNECT TO \ \`� DRIVE 6' WIR \ 16 \ \\ \ \GRASS C� . \DRIVE III DRIVE EXIST. DMH •` R&R B.O. \ \\ a .•� �� PROP. WG _ CONC SW \ \ \\ .° \ ° .°°.•...a°•••. R&R----------------------- �-- -- - -- -- - - - - - - - - - - �- - cd BRICK STEP r ADJ DJ. - - - --- _ _ _6" PL GAS_Vl7l \ - - ADJ. B.O. REMODEL 1- - - 6- - - - - - ��foEM��EL,2"DIP - \, ; 7 REMODEL �� 12"DIP - REMODEL 's - T T o-- i 2 -�--- PROP. WG / \ REMODEL � ADJ. B.O. ADJ. B.O.-I PROP. WG RET. UP ADJ. I R&R -r----�- f �- REMODEL PROP. CB DRIV a c r R=34.28' 11=30.58' (18"RCP) N 00 W o (A o = o z � m z N> z�= rv� DTI O ID cn < F9 z c m 5), I i ADJ. s4"RCP - _ _ \\ 12 -- VG ----1------- \ -- I- ---- _-----------------_ -_ T� -�--- _ --- --- --_--- J� _ -------------- 6.. PL GAS I \ \ \ D--- I---- -T----------- REMODEL- 3 ��I T Ir 9 i \ G \ \ , I I/V/CHOLS A VE \ �\ 8 � N --- ---L _� ---- 12 CI WATER 1 \ --�\-I I - �------- 11+00 - \ S - - - - _ ADJ. B.O. _ - - - _ 15"PvI I �o�A I (PUBLIC - 40' WIDE) _ \ 3 'I- --------- /-\ - 15_PVC --- -�- ABAN. PIPE � �2 I --- -�----t--r--- -� �4 S --r-�- 2 _,s"DIP REM. CB REMODELr/� R RET. UP ADJ. B.O. I 1 2 s 2 1 2 - - _ , D \ / - - - - - - - - - - - I B.O. VG UPL 1 UPL 100-12 vrr 1Ipl 1 r-�' 1 1 4 I \Q s UPL 100-1�1 \ VGC �L o/ V- °°°°°°°°°°°°° I 1 / / �' - - - LIMIT OF PAVING GC I p I I I I I � STA 10+00 RASS v� I RICK R&S _ - /7-1 • a � /R&RI /1 1928 CITY LAYOUT I I v� I N2959436.1675 _ 0 I � I, .I .� / � �� R&R l I I 1 \ 8"- r- I G I � �- - TEP ADJ. B.O. I G� / I I E747983.4413 I i I 1 ADJ. B.O. S/ - 11 SMH ADJ. II IET. UP BIT BIT �I I I LIMIT OF WORK PROP. SAWCUT I c,TrpS I I DRIVE I SMH I „ 1 11_1 R=33.15 SMH DRIVE I DRIVE RRT DMH ,_ 0 1 11 =29.51 (12 DIP) �/ \ 11=26.85' (15"PVC) R=32.91' CB R=31 .52'I >1 I STA 10+03 GRASS RET. UP r R=33.27 R=31.1 1 „ 11=26.87' (15"PVC) DMH 12=26.85 (15 PVC) 11 =26.81 (15 PVC) 11=25.12 (12 DIP) �I I N2959419.5977 °° n 11=27.41' 8"DIP � I I 12-27.57' (8"PVC) R=33.23 13=26.95 (24 DIP) 12=26.81 (8 PVC) r ( ) 12=25.32 (12 DIP) I I I E747978.8330 \ 11=25.33' (24"DIP) REMODEL 13=26.81' (15"PVC) DMH �13=26.32' (12"DIP) 13=26.87' (15"PVC) , U RB32.16 R=31.49 14=25.12 (12 DIP) I PROP. SAWCUT 12=25.43' (12"DIP) Z I I PR P. HYDRANT 13=25 63' (24"DIP) o " I 1 124 NICHOLS AVENUE I N/F JOHN T KERRIGAN JR & MARY J HUEBER TR BK. 63564 PG. 115 w PID: 1223 6B 0 w TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-972-6420 R=33.71 ' 11=27.1 1' (15"PVC) 12=27.1 1' (15"PVC) 120 NICHOLS AVENUE N/F BETTY KEFALAS BK. 10627 PG. 293 PID: 1223 5C 0 v 11 =28.66 (12 DIP) 11 =26.39 (18 DIP) I GATE & ' A )c 9 -z �' ^'�'r'` I 50 DEXTER AVENUE ( '� ) CB / 12=26.49 12 DIP I � I v I CB GATE VAVE I/ I R=30.93' 1 �I a 0 U REM. EXIST. F&C , • N/F 13=26.69 (10 DIP) 3 �1 > R=31.50 El PROP. F&C TYP. ALL DMH � I l l > I' TALINE SMITH TRUSTEE 14=27.49' (24"RCP) NO PIPES FOUND � I 1 II I 11=29.10' (12"RCP) INDICATES PROP. 1 COPPER WATER ( ) I / / :a/ „ 1 �I V _ I I BK. N/A PG. N/A 15=F .-iq(1 DIP) v I 1 I I SERVICE WITH 1 CORPORATION & 1 CB c� / t- - - - �- PID: 1219A 1 88A z I �Y W / 92 NICHOLS AVENUE 0 1-ISO CURB STOP & BOX CONNECTED TO R=31.75' 1 / I UPL 48-8 1 - EXIST. HOUSE SERVICE (TYP.) 11=30.25' (8"PVC) 1/ A/ I N/F 1 I I DMH CONNECTIONS TO BE VERIFIED IN I/ / NICHOLS LJS LLC R=33.68' ' 10'1� l I BK. 1436 PG. 13 D D 11=28.18' (18"DIP) FIELD (TYP. NEW SERVICES) Q) / LIMIT OF WORK PID: 1219A 33 2 0 0 � I 12=28.18' (18"DIP) 1 1 6 NICHOLS AVENUE BIT /1 2 N /� I / Dh?ly STA 20+35 _ g Q 13=28.88' (24"RCP) >- N/F 53 DEXTER AVENUE DRIVE /1 . I N2959457.7441 _ ARTSVICK GUKASYAN N/F / I R/ w DMH / I E747797.4478 ~ ~ R=31.64' BK. 52303 PG. 549 FARLDREZA GOLJAMALI / 1 / / I a I, -PROP. SAWCUT v v PID: 1223 15G 0 o / -1 11=26.44' (18"DIP) BK. 67006 PG. 542 PID: 1223 2F B GRASS 65 DEXTER N/FAVENUE ARTSVICK GUKASYAN CONC WW BK. 52303 PG. 549 PID: 1223 15G 0 CB J R=32.34' �o 11=28.64' (10"DIP) j 12=29.44' (8"PVC) U 00 PROJECT: 2019 ROAD REHABILITATION PROGRAM STREETS WATERTOWN, MA L: la I W GRASS 00 0 00 N N 12=26.84 (12,> DIP) m I 0) 13=27.74' (12"RCP) G / 1i I l I M� 0 CB CpNC 60 DEXTER AVENUE m R=30.89' N/F NO PIPES FOUND FAEDA TAHA 2 / �oji�/ BK. 66669 PG. 313 GRASS PID: 1219A 32 88B 3 / / CB 8 12 QUIMBY STREET PREPARED BY: W4 ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 R=31 .93' 11=27.53' (12"RCP) 50 mmmommi SCALE: 1" = 20' 100 PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC NO. DATE REVISION SCALE: I 1 to = 20' WTE PROJ. NO: 1 18-008.04 IM261 M 0121 IN-Sym�y1% CHECKED BY: I JG N/F WATERTOWN HOUSING AUTHORITY BK. N/A PG. N/A PID: 1219 1 4 DRAWING TITLE: DRAINAGE & UTILITY PLANS SHEET 3 OF 3 SHEET NO. 10OF22 220 210 200 190 :m 170 NAVD 88 BASE ELEV 160.00 CLIENT: TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-972-6420 PROJFCT RFC-3 PROJECT: 2019 ROAD REHABILITATION PROGRAM STREETS WATERTOWN, MA Da Di A\/nkl DnA n PREPARED BY: W#l,;)RL!DTECl-f ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 3+65.94 6" PVC SDR 35 I NV 178.84 N0. DATE REVISION I SCALE: AS NOTED 220 210 200 190 :e] 170 160 50 100 0 4 10 20 SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 4' DRAWING TITLE: DATE: I APRIL 2019 1 UTILITIES PROFILE - WTE PROJ. NO: 1 18-008.04 AVON STREET SHEET 1 OF 1 SHEET NO. I I OF 22 PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC CHECKED BY: I JG v U E v 0) O a v O L 00 Ir- N c O L a) 4 v 3. O c6 O O K. O N c 3 O L a) v a) v c- a) 25 AVON ROAD N/F TRACEY BARNES BK. N/A PG. N/A PID: 1118A 8 9 21 AVON ROAD N/F PENGYU H0NG BK. 69729 PG. 260 r_ Pin• 1 1 1 8A q in z 10+75 z uj wm LIMIT OF WORK STA 10+41 N2963126.7847 E744028.4961 PROP. SAWCUT � d- r- Q oo o z m 60 a *m- �i LL J r-- < 0 U QzDLo- z O Q(� U w V Y m 0 I 1197.4' I ` 1 a7 � 16. 12 00' 12 00' 13 15 AVON ROAD N/F NICKOLAS KACOYANIS L/E BK. 35329 PG. 295 PID: 1118A 11A 0 c� CB:197.21 197.19 STONE BIT o 0=89058'28" 197.18 Z V+29.81 12.00' C-h=90°01'32" 0 n BIT DRIVE c� R=20.00' R=20.00 X O DRIVE L48 L=31.41' I III N '�' T=19.99 12.00, L=31.42 ` ' > z m I m v N 1 X w s 205.83 +29.81 T=20.01' wx z Raw 199.60 197.43 CB:193.29 9 AVON ROAD 5 AVON ROAD N/F N/F ANDREW A CHANGELIAN 5-7 AVON ROAD LLC BK. 31261 PG. 144 I BK. 68038 PG. 45 PID: 1118A 12 12A PID: 1118A 13 14 1 ME GRASS K c II II 1'» n 1uLCH w - 207.81 +06 A VON ROAD Z +38 '" +56 +75 !" DMH: 196.96 195.65� N 190.17 +07 +28+33 +50 +9 + 1 J o +70 00 2 p 0 184.49 97 179.05 GRASS+ --gk 10+0� 0 3 L7 ��184.73 178.81 4 (PUBLIC - 40' WIDE) PROJECT BEGIN STA 1 +38 N2963026.9607 E744040.5674 PROP. SAWCUT 14" • 1 : • 1 •� •1 1 1 �� 1� HAS 11"A ffm�w =wm' GRASS 6"- '� ' BIT DRIVE DRAINAGE STRUCTURE DATA STRUCTURE TYPE BASELINE STATION/ RIM ELEV. INV. (IN) INV. (OUT) DOWNSTREAM REMARKS # OFFSET (FT) INV. IN (FOR CB-S) 1 CB SUNSET ROAD 10+37.6 - 11.6' LT 197.22 - 193.22 192.72 (DMH #2) 12" PVC 192.72 2 DMH AVON STREET 2+35.6 - 3.3' LT 196.96 (CB #1) 192.72 192.68 188.32 (DMH #3) 12" PVC (CB #5) 188.32 3 DMH AVON STREET 2+78.3 - 3.3' LT 192.80 (DMH #2) 188.32 188.32 169.85 (DMH #4) 12" PVC (CB #6) 169.88 4 DMH AVON STREET 4+59.1 - 5.0' LT 173.34 (CB #7) 169.85 169.85 165.85 (DMH #9) 12" PVC (CB #8) 5 CB AVON STREET 2+29.7 - 11.6' RT 197.26 - 193.26 192.72 (DMH #2) 12" PVC 6 CB AVON STREET 2+72.4 - 11.6' LT 193.37 - 188.47 188.32 (DMH #3) 12" PVC 7 CB AVON STREET 4+50.3 - 11.6' LT 174.03 -- 170.13 169.85 (DMH #4) 12" PVC 8 CB AVON STREET 4+55.1 - 11.6' RT 173.58 170.08 169.85 (DMH #4) 12" PVC 165.85 (DMH #4) 165.76 9 DMH BELMONT STREET 12+72.8 - 2.1' LT 171.05 166.26 (EXIST) _ EXISTING PIPE (EXIST (N)) CLIENT: TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-972-6420 FER /A 7 B:197.26J DRIVE A II K* K: U) I�KHJJ � � � PROJECT: 2019 ROAD REHABILITATION PROGRAM STREETS WATERTOWN, MA 22 AVON ROAD N/F ERIC TIEN BK. 67259 PG. 33 PID: 1118A 17 6 C, O �7 121 U n 12919 v GRASS m GRASS 18 AVON ROAD N/F ROBERT W MALONE BK. 53893 PG. 19 PID: 1118A 18 5 14 AVON ROAD N/F KISHANLAL CHAKRABARTU ET U X BK. N/A PG. N/A PID: 1118A 19 4 Ilc� 00 I BIT z DRIVE 10 12 AVON ROAD N/F BARRY S SIDDALL BK. 41505 PG. 454 PID: 1118A 20 3 0 20 50 100 SCALE: 1" = 20' PREPARED BY: W4 ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC BIT 0 DRIVE � +2 LIMIT OF WORK STA 13+10 N2963367.5523 E744101.8658 PROP. SAWCUT ■I 532 BELMONT STREET N/F JIRAYER TEKEIAN & SILVA V TRUSTEE BK. 57837 PG. 383 PID: 1118A 14 15A O z n 174.04 L=90°42'40" " R=20.00' L=31.66' T=20.25' 'n DMH: 173.34�� NO 6 + 174.2 T o +27 o +61.69 ^62.58 174.05-\ o IIzl DRIVE I. CB: 173.58J m Z�=89°23'07" 0 MULCH R=20.00' L=31.20' T=19.79' N V) LIMIT OF WORK STA 12+26 N2963343.9450 C E744182.2650 PROP. SAWCUT C h 8 AVON ROAD 4 AVON ROAD Q N/F N/F V CHRISTIAN F HEINEN ROBERT J HALL h BK. 62936 PG. 24 BK. N/A PG. N/A PID: 1118A 21 2A PID: 1118A 22 1 C C e C h iq- • •1 19.60' cy) CO) 11 c� r> +00.208 PT +99.75 c) I C67 PC +84.2I9 L10 II Z 1 O UP 51 GRASS LIMIT OF FULL DEPTH TRENCH PATCH CONC WY MATCH EXIST. PAVEMENT THICKNESS LIMIT OF PAVING BIT STA 4+82.10 N2963355.7312 E744142.1417 PROP. SAWCUT 5+00 II PT +63.90 GRASS 66 >II"I ZPC +49.80 ")NC WW +36.03 u GRASS S 17.00' 17.00' +26.00 I BIT DRIVE 2» L9 GRASS O U O (� +- > N UPL 46-50 SCALE: DATE: WTE PROJ. NO: DESIGNED BY: CHECKED BY: " = 20' APRIL 2019 18-008.04 CLP JG NOTES: 1. FOR CURBING CURVE TABLES AND ALIGNMENT BASELINE DATA, SEE SHEET 15 DRAWING TITLE: CURB TIE & GRADING PLANS SHEET 1 OF 4 SHEET NO. 12 OF 221 0) c 0 n 0 c c cn 0 U C 0 > 0 0 (V L 0 L ei O N a) U .L- a) cn 0 U E 0 L- 0- v 0 L 00 Ir- N c 0 L 3 O c6 O O K, I O N c- 0 L a) 0 c 3 0 L a) E 0 c- a) 1 SURVEY TRAVERSE DATA POINT ELEVATION NORTHING EASTING DESCRIPTION TBM #1 41.501 2959806.058 747189.947 MAGNAIL TBM #2 36.063 2959669.765 747522.151 MAGNAIL BENCHMARK 39.650 2959687.433 747414.677 BONNET BOLT BENCHMARK 35.690 2959540.348 747720.766 BONNET BOLT TBM #3 33.439 2959526.300 747849.081 DRILLHOLE BENCHMARK 34.080 2959447.115 748007.662 BONNET BOLT TBM #4 32.096 2959405.664 748105.630 SPIKE N 2959904.3552 E 747194.4026 16+50 246 BOYLSTON STREET N/F EVAN NABEL BK. 112 PG. 102 PID: 1202 42 282A 247 BOYLSTON STREET N/F KEVIN Y WONG LIMIT OF WORK BK. 1272 PG. 49 STA 16+11.94 PID: 1208A 7 25 N2959862.7961 E747208.4262 PROP. SAWCUT BIT \ c DRIVE _ R y, 243 BOYLSTON STREET N/F IRS LIMIT OF WORK STA 18+60 N2959720.6081 E747513.0665 PROP. SAWCUT Q o M G \ tn j tn 145 147 NICHOLS AVENUE N/F n `L 1 ISKENDER CINAR BK. N/A PG. N/A PID: 1224 5E 0 31 33 ADAMS STREET N/F / � ✓ o R1 o rn k�\ WILLIAM M RAO TRUSTEE BK. 55969 PG. 179 G PID: 1224 11 B 0 � Q imp � p � GRASS MARGARET MERRIE NAJIMY I � � _ ol -Z- v BK. 110 PG. 9 0 o z BIT n S� PID: 1208A 8 26A2 Gd 1)) -o v • u, O -7 l / DRIVE zz ® 6, N w �� _ E15+86.50 +00 PR-BL-NICHOLS AVE= t � BRICK N o v T' o PR-BL-BOYLSTON ST \ AB. '� STEPS --oo U' 35 37 ADAMS STREET +11.94 °�' c� � c N/F 242 BOYLSTON STREETSS I o J� z JOHN M VARTANIAN L/E N/F +01.72 18 00 c� BK. 55050 PG. 597 2 N: 2959669.765' E: 747522.151 ' EL: 36.063' MAGNAIL 34 36 ADAMS STREET N/F JEAN M FOULSHAM BK. 63244 PG. 500 PID: 1225 14 6 135 NICHOLS AVENUE N/F CATHERINE I FAVUZZA BK. 50212 PG. 42 ` 6 M � PID: 1224 12A 0 SBDr +48.81 PID: 1225 26 5 LB HIMAYAK TOROSIAN �p rn BRICK BF � r:Rl 6, � CONC K. 1391 PG. 43 N 2959842.0981 STEPS WOOD �, i ST D: 1202 41 287 BRICK BIT STEPS E 747183.5324 \ c 9 b STEPS lX 8 Y o } STEPS DRIVE + N37°26'47"W -�YT� - - _�T I `f' BIT BIT GRAVEL r GRASS 2 p0 PROJECT BEGIN o JR - DRIVE Z STA 1+19.71 Q +27.18 - 4' CLF N2959828.2090 N85°51'42"E C10 38.04 C NC SW CR�U MRE SW CR T`"' E747197.5163 +47.22 41.03 PROP. SAWCUT v U 30.42 0 �C1 39.06 2 +12 0 +45 o a +75 37.39 +05 +38 +64 36.75 0 238 BOYLSTON STREET Lo N82°04'32"W rr -�� N 3 NICHOLS A VE N/F 22.10 40.79 S67 41 35 E� .� 36 99 4 N YAKOV DORFMAN +48.12 G� 359.08' 39.30 PT +44.02 0 28 37.6 ��37. 11 go-_ ��' C11 39.06 +36 0 (PUBLIC - 40 WIDE) +20.58on - 12: 12 00, N 2959760.1361 E 747519.1939 c n\\'- �2 00 S 8 001 o'(? .l 1 23.21 I BIT_ GRASS GRA` BIT n DRIVE -, / G,��, +26.63 U 35.42 C F (1928 CIT /� OUT rTW RETW- �13 N66°18'25"W O f- 3 g+12.55 J ti� �p�N oo +0 7 34.33 +87 33.60 +03 PC 1 5 35.66 L1 34.57 33.84 6 36.53 18 00 +97.87 �- 36.29 34.33 33.60 +35 +49 + 2 +gg 35.42 +38� STEPS LAYOU T) _ 12'• c� I CO ) 38.04 0 SIT c� GRASS RASS BIT BRETW BIT 2 16 78, � I DRIVE 12 D D z GRASS - BRICK � GRASS br�ICK O cn II N � WOOD DRIVE 234 BOYLSTON STREET S' DRIV v STUMP BIT A STEPS N/F +30.10 239 BOYLSTON STREET nRivFl- I r . . SHAWN MCEACHERN CBDH � W ° N/F BIT BK. 1249 PG. 167 p I ( /U V HILDA LANDRTRUSTEOS MANOUKIAN DRIVE PID: 1202 39 389 O o3 BRICK BK. 1443 PG. 121 Op STEPS PID: 1208 1 27 N •�` 1 /0)� 12' o-z z V - 156 NICHOLS AVENUE J N z = m N/F coN�-"o a STEVEN M PARKER w N T' OBK. N/A PG. N/A � ' � < C4 235 BOYLSTON STREET PID: 1208 2 28 m 0o M N/F o w D c JORDAN TSAVALAKOGLOU z m N 2959769.9826 BK. 1422 PG. 81 E 747137.1563 PID: 1208 3 27ALz-�/� LIMIT OF WORK STA 15+30.10 N2959782.5234 1 E747170.4604 N: 2959806.058' PROP. SAWCUT E: 747189.947' EL: 41.501' MAGNAIL c� NOTES: 1. FOR CURBING CURVE TABLES AND ALIGNMENT BASELINE DATA, SEE SHEET 15 O Z 0 NJC�= (A > m O ,moo cf) CAm�� oa'c m cn z � c m m m m BENCHMARK: BONNETBOLT EL=39.65' 0 20 50 100 SCALE: 1" = 20' fem ME CONC 144 NICHOLS AVF""'F- N/F LIDIA GRAZIAN BK. 1387 PG. PID: 1223 121 CONC STEPS 8 j+22+66+80 1928 CITY AYOUT)_ �L GRASS c,rZASS DRIVr- WOOD WOOD 0 STEPS DRIVE 0 STEPS m 4+64.37 PR-BL-NICHOLS AVE= 18+00.00 PR-BL-ADAMS ST N 2959662.9310 E 747498.3059 i I BIT DRIVE 140 NICHOLS AVENUE N/F GENUINO N DAROCHA BK. 1325 PG. 50 PID: 1223 1 1 C 0 136 NICHOLS AVENUE N/F DAVI D J SHAM LIAN BK. 1295 PG. 104 PID: 1223 10B 0 CONC N 00 W o C^' o = o z � rm z N D Z Z N� �-Tl O > r u cf) u < m z c m GRASS i f� f� 1 124 NICHOLS AVENUE I N/F JOHN T KERRIGAN JR & MARY J HUEBER TR BK. 63564 PG. 115 PID: 1223 6B 0 CLIENT: TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE:617-972-6420 PROJECT: 2019 ROAD REHABILITATION PROGRAM STREETS WATERTOWN, MA PREPARED BY: :.y.RL�TC �� `� ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 7$1-933-4801 NO.1 DATE REVISION SCALE: 1" = 20' DRAWING TITLE: CURB TIE & GRADING PLANS SHEET 2 OF 4 SHEET NO. 113 OF 221 DATE: APRIL 2019 WTE PROD. NO: 18-008.04 DESIGNED BY: CLP PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC CHECKED BY: JG v v 0 L. 0 v U 0 a v v 0 L. 00 O N c 3.1 �O L a� v 3 O c6 O O K, O N 0 M c 3 0 L v 0 I 38 40 DEXTER AVENUE rn N/F GIOVANNI E CIMINO TRUSTEE BK. 49784 PG. 386 i- PID: 1226 15 57 -o rn �o LIMIT OF WORK STA 21 +95.87 N2959611.1752 0 E747828.3767 a rn PROP. SAWCUT Z L c� 34 36 ADAMS STREET R / 42 48 DEXTER AVENUE N/F rn N 2959613.3147 N/F JEAN M FOULSHAM / \ E 747841.6212 GIOVANNI E CIMINO TRUSTEE 4 BK. 63244 PG. 500 39 DEXTER AVENUE BK. 49784 PG. 392 N: 2959405.664' PID: 1225 14 6 / N/F W LIMIT OF WORK PID: 1226 18 60 E: 748105.630' C� ANYONG XIE C W � BK. 55781 PG. 69 CON � GRASS STA 21+66 \ EL: 32.096' 22+00 SPIKE PID: 1225 13B 0 N2959579.7087 G% E7478364602 95 NICHOLS AVENUE / MEET EXISTING ROADWAY ELEVATIONS AT LIMIT OF WOKK. .N/F SO PROP. SAWCUT EXTEND PROP. CURB TO DRIVEWAY YULIYA MAKINKOVICH 55 59 MELENDY AVENUE / N � - BK. 1525 PG. 66 N/F \ 12' 6» 103 NICHOLS AVENUE PID: 1226 16A 1 WATERTOWN HOUSING AUTHORITY - N/F BK. N/A PG. N/A Z RPSS WATERTOWN HOUSING AUTHORITY PID: 1226 14A 4 Z o N / (9 n BK. N/A PG. N/A �p r, f PID: 1226 27 61 B 22 +54.00 3 �, 2� �Z O G Nor Z D O �� Z 12 Q v N r) Z n c9 33.94 109 NICH /F AVENUE N: 2959526.300' ,5 NICHOLS AVENUE c)' 117 NICHOLS AVENUE N r�u GILDA ET GAETANO CORDONE TRUSTEES E: 747849.081' LIMIT OF WORK N F �� N � N/F O 12 �Q �? BK. 47915 PG. 222 EL: 33.439' STA 10+60 THERINE/I FAVUZZA a w G �� YAN SHI CHENG y 120p GCB: 33.87 PID: 1226 17 61A DRILLHOLE 3K. 50212 PG. 42 04 n �, BK. 60632 PG. 19 33.76 34.0 +35.60 N2959425.7759 E748044.9895 GRASS PID: 1225 26 5 BRICK `s o �, G c� PID: 1225 30A o CB: 33.61 y< S62°25'03"W BENCHMARK: BONNETBOLT PROP. SAWCUT CONC STEP +44.00 �- O 25.54 EL=34.08' STEPS GUNC bni�K pQ' ` G S3°04 32 W +36.00 2 pp, 12 w - STEPS STEPS BITm r_Qecc 1 +34. 26.48' GRAVEL 31T 5X %k\ GRHJJ ° ° / ` (1928 CITY LAYOUT) vF 6 WIRE FENCE DIVE 16» 12 K pp 10" • �r BIT o DRIVE �R� BIT BIT DMH: 33.33 •� 8 00' 2 pQ, - � - S64°48'57"E ?ASS GRASS DIVE \ GRASS DRIVE <? I DRIVE ,°• _ C F (1928 CI .&OUT ,,,iW ' RET_ BRET� - _ - a� �'� '• °°•• L32.16 +18.60 s �° - 283.50' N66°18'25"W •° CONC SW ° 32.77 D H: 33.13 •.•°�.d 1 _ \ o �0 +25 31.55 31.44 31.22 30.93 3 _ VGC °d "1 0 `'� po c9 \ � �i (PUBLIC - 40' WIDE) %N 2959392.9787 E 748073.6340 \ C _ G LIMIT OF PAVING SBDHc STA 10+00 _ N2959436.1675 E747983.4413 GRASS PROP. SAWCUT LIMIT OF WORK TALINE SMITH TRUSTEE N STA 20 35 I BK. N/A PG. N/A y 0' 33.94 N2959457.7441 U ° PID: 1219A 1 88A C� FOR GRADING OF RAISED TABLE AT E747797.4478 W 34.00 33.54 INTERSECTION, SEE INSET BELOW RIGHT PROP. SAWCUT 33.7b`� 7� 33.41 • , ^ ' BIT \ 34.04 33.65 1 1 6 NICHOLS AVENUEBIT � DRIVE i � ` � 33.71 124 NICHOLS AVENUE I N/F 53 DEXTER AVENUE DRIVE 20+00 GRASS 33.41 0 33.21 N/F ARTSVICK GUKASYAN N F 2959430.8568 BIT � BIT 53J (1928 CITY LAYOUT) _ DRIVE 33.28 JOHN T KERRIGAN JR 8c BK. 52303 PG. 549 / � � DRIVE � � G� MARY J HUEBER TR PID: 1223 15G 0 FARLDREZA GOLJAMALI E 747775.0502 O / WG 32.76 32.73 00 BK. 67006 PG. 542 W v GRASS 32.97 33.34 33.10 00 BK. 63564 PG. 115 PID: 1223 2F B / d- ° 33.25 ` So 33.16 _ - 33.17 -6.12% 32.64 32.45 o o PID: 1223 6B 0 �' D m z z GRASS G CONC 60 DEXTER AVENUE 32.66 33.17� 33.60 33.10 N � z -- N/F 10.00, PT +86.57 N 0 33.57 32.98 9 CD o ° FAEDA TAHA O� PC +75.55 � -� w � �, 32.79 D z ; BK. 66669 PG. 313 �- 32.90�-� 33.40 33.45 33.51 33.08 PT +77.33 o D N > 65 DEXTER AVENUE PID: 1219A 32 88B 4.91 /° z 120 NICHOLS AVENUE N/F v� U GRASS 33.19 PT +87.89 8.00 c N/F ARTSVICK GUKASYAN CONC WW / �r 32.66 PCC +70.02 _ �33. 5 32.97 m BETTY KEFALAS BK. 52303 PG. 549 -I ' 33.23 32 .45 BK. 10627 PG. 293 PID: 1223 15G 0 a 33.14 32.80 33.26 32 88 PC +66.30 � 3 � PID: 1223 5C 0 / - GG 33.03 33.35 32.74 28 CITY LA Q +61.00 BIT i � � � BIT 32.76 o BENCHMARK: BONNETBOLT �[� v DRIVE 32.53 "?5g8�0 33.03 33.27 DRIVE EL=35.69' J Z a v - +53.00 32.53 N co o co 0) U O Z � O 0 20 50 100 GRADING INSET FOR RAISED TABLE AT INTERSECTION SCALE: 1' = 20' SCALE: 1" = 20' CLIENT: PROJECT: PREPARED BY: NO. DATE REVISION SCALE: 1" = 20' DRAWING TITLE: SHEET NO. TOWN OF WATERTOWN 2019 ROAD REHABILITATION W��:.��y�.�RL�TC �� DATE: APRIL 2019 CURB TIE & PROGRAM STREETS `� ENGINEERING DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET 300 TRADECENTER, SUITE 5580 WTE PROJ. N0: 18-008.04 GRADING PLANS 14 OF 22 WATERTOWN, MA 02472 WOBURN, MA 01801 DESIGNED BY: CLP SHEET 3 OF 4 PHONE:617-972-6420 WATERTOWN, MA T: 781-933-4800 F: 7$1-933-4801 PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC CHECKED BY: JG 34.33 +87 33.60 +03 +40 +84 +99 +08 +32 +33 +53 N 01� co +58.94 I � 31.74 `LSO �o/ ��p 6 c - O �°` 33 LC2 N 3 g 32.50 31.89 31.82 31. F co l V/CHOL S A VE L 1 34.57 33.84 6 33.51 +55 33.02 7 T 8 T +86.57 L2 �h L3 11 + 33.26 33.01 PC +75.55 +93.42 10 +03.00 34.33 33.60 33.27 33.02 ° �0 % +71.55��10.00' +96.20 +41.23 � I o PT +77.33 +17 + 6 31.48 31.40 o rn +48.00 +60.00 +22 +38 +66 +80 + Sa8 �6 32.77 N PT +87.89 8.00 5 ti co 07 +24 +52 +67 +96 5 +50 PCC +70.02 +2.16 +35 31.55 '1 O VGC o CB: 32.69 +84.20 °° °° PC +66.30 +74 +88 31.1 1 - - BIT r" CLF •°• 16.00, °°° CONC SW w BIT +10 ) - GG �� i i /71 a - o .. DRIVt A "�� 0 GRASS � GRA,J jRIVE BTREF� �` �� +26 � � � 1 +69.21 ° 28 CITY LA OUT �°� o WOOD CONC I I-Ti CONC I BIT \ - +61.00 8+26.13 PR-BL-NICHOLS AVE= �„ BIT � � C17 _ _ _ RRT LIMIT OF WORK STEPS STEPS N25°31'43"W DRIVErr 16•00, +59.00 20+94.42 PR BL DEXTER AVE )RIVE I I DRIVE STA 10+03 W� n T' 23.07' 32.45 +53.00 16 00� C19 N2959419.5977 \ 32.29 32.53- 2.53 32.78 ; E747978.8330 � J ' 32.46 PROP. SAWCUT m 16' 31' 32.29 1S.92, i- 50 DEXTER AVENUE I� PR-BL-AVON ROAD CONSTRUCTION BASELINE DATA STARTING ENDING NUMBER NORTHING EASTING CURVE DATA LINE DATA NORTHING EASTING STATION STATION N 17° 10'07"E L7 1 +00.00 2962990.654 744029.350 5+00.00 2963372.830 744147.424 400.00' PR-BL-SUNSET ROAD CONSTRUCTION BASELINE DATA STARTING ENDING NUMBER NORTHING EASTING CURVE DATA LINE DATA NORTHING EASTING STATION STATION N72048'21 "W L8 10+00.00 2963114.665 744067.664 10+75.00 2963136.835 743996.016 75.00' PR-BL-BELMONT STREET CONSTRUCTION BASELINE DATA STARTING ENDING NUMBER NORTHING EASTING CURVE DATA LINE DATA NORTHING EASTING STATION STATION N73026'46"W L9 12+00.00 2963352.833 744212.031 12+49.80 2963367.020 744164.299 49.80' R200.00 A=4002'24" C66 12+49.80 2963367.020 744164.299 12+63.90 2963371.511 744150.934 L=14.10' T=7.05' N69024 22 W L10 12+63.90 2963371.511 744150.934 12+84.29 2963378.684 744131.845 20.39' R 200.00 0= 4025'39" C67 12+84.29 2963378.684 744131.845 12+99.75 2963383.556 744117.182 L=15.45' T=7.73' N73050'01 "W L11 12+99.75 2963383.556 744117.182 13+30.00 2963391.980 744088.123 30.26' CLIENT: TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-972-6420 PROJECT: 2019 ROAD REHABILITATION PROGRAM STREETS WATERTOWN, MA PREPARED BY: W#l,;)RL!DTECl-f ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 PR-BL-NICHOLS AVE CONSTRUCTION BASELINE DATA STARTING ENDING NUMBER NORTHING EASTING CURVE DATA LINE DATA NORTHING EASTING STATION STATION R400.00 A=20037'46" Cl 1+00.00 2959842.098 747183.532 2+44.02 2959758.099 747299.563 L=144.02' T=72.80' S64024'45"E L1 2+44.02 2959758.099 747299.563 7+75.55 2959528.539 747778.961 531.53' R200.00 A= 3009'29" C2 7+75.55 2959528.539 747778.961 7+86.57 2959524.054 747789.030 L=11.02' T=5.51' S67034'14"E L2 7+86.57 2959524.054 747789.030 8+66.30 2959493.634 747862.730 79.73' R 200.00 0= 3009'29" C3 8+66.30 2959493.634 747862.730 8+77.33 2959489.149 747872.799 L=11.02' T=5.51' S64024'45"E L3 8+77.33 2959489.149 747872.799 11 +00.00 2959392.979 748073.634 222.67' PR-BL-BOYLSTON ST CONSTRUCTION BASELINE DATA STARTING ENDING NUMBER NORTHING EASTING CURVE DATA LINE DATA NORTHING EASTING STATION STATION R 188.14 0= 45040'50" C4 15+00.00 2959769.983 747137.156 16+50.00 2959904.355 747194.403 L=150.00' T=79.24' PR-BL-ADAMS ST CONSTRUCTION BASELINE DATA STARTING ENDING NUMBER NORTHING EASTING CURVE DATA LINE DATA NORTHING EASTING STATION STATION N25035'15"E L4 18+00.00 2959662.931 747498.306 18+12.55 2959674.253 747503.728 12.55' R 50.00 0= 16°46'34" C5 18+12.55 2959674.253 747503.728 18+27.19 2959688.188 747508.041 L=14.64' T=7.37' N8°48'41 "E L5 18+27.19 2959688.188 747508.041 19+00.00 2959760.136 747519.194 72.81' PR-BL-DEXTER AVE CONSTRUCTION BASELINE DATA STARTING ENDING NUMBER NORTHING EASTING CURVE DATA LINE DATA NORTHING EASTING STATION STATION R 550.00 A= 7° 17'39" C6 20+00.00 2959430.857 747775.050 20+70.02 2959486.018 747818.101 L=70.02' T=35.06' R40.00 0= 25035'35" C7 20+70.02 2959486.018 747818.101 20+87.89 2959502.501 747824.603 L=17.87' T=9.09' N8043'51 "E L6 20+87.89 2959502.501 747824.603 22+00.00 2959613.315 747841.621 112.11' CURVE TABLE CURVE # RADIUS LENGTH TANGENT DELTA C8 20.00 21.81 12.13 62027'07" C9 20.00 31.23 19.82 89028'26" C 10 388.00 113.34 57.08 16044' 12" C11 412.00 99.71 50.10 13051'58" C12 25.00 46.59 33.65 106046'34" C13 25.00 31.95 18.57 73013'26" C14 20.00 37.30 26.96 106051'24" C15 10.00 12.77 7.42 73008'36" C16 15.00 26.15 17.84 99053'04" C17 534.00 5.83 2.91 0037'30" C 18 15.00 21.25 12.85 81 ° 10'46" C19 566.00 16.68 8.34 1 °41'20" NO. DATE REVISION ISCALE: I 1 " = 20' DRAWING TITLE: DATE: I APRIL 2019 1 CURB TIE & SHEET NO. WTE PROD. N0: ,s-ooe.oa 1 GRADING PLANS 115 OF 22 DESIGNED BY: I CLP I SHEET 4 OF 4 PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC CHECKED BY: I JG 3 COURSES OF 2" HOT MIX ASPHALT (PAID UNDER ITEM 472.) SAWCUT AND TACK W/ ASPHALT EMULSION (TYP.) U 0 .i 0 U E U L 0 L_ a 0 0 L. 00 o N 0 a� 0 3 O c6 O O I O N 0 a� 0 1 FENCE AND POST MATERIAL PER SPECIFICATIONS. PLACE FENCE AS SHOWN ON PLANS AND AS CLOSE TO CONSTRUCTION LIMITS (AS FAR FROM TRUNK) AS POSSIBLE CONSTRUCTION ZONE CANOPY DRIP LINE I I I I I I I kv I 77 NO TRESPASSING, STORAGE OF EQUIPMENT, OR STOCKPILING OF MATERIALS TREE ROOT ZONE/ PLANT PROTECTION ZONE SECTION - FENCE PROTECTION OF ROOT ZONE TREE PROTECTION DETAILS N.T.S. 6 INC BELC ROO' MUU I MALL MIN. 2 X ROOTBALL DIAMETER DECIDUOUS TREE PLANTING N.T.S. PLACE FENCE AS SHOWN ON PLANS AND AS CLOSE TO CONSTRUCTION LIMITS (AS FAR FROM TRUNK) AS POSSIBLE EXISTING TREES LIMIT CANOPY/ROOT / ZONE NO TRESPASSING, STORAGE OF EQUIPMENT, OR STOCKPILING OF MATERIALS IN ROOT ZONE TREE ROO T ZONE/ PLANT PROTECTION ZONE PLAN VIEW - FENCE PROTECTION OF ROOT ZONE VOT CUT LEADER E WRAP SHALL NOT BE USED E SHALL BE SET PLUMB ERING SAUCER SHALL BE FLOODED TWICE ING THE FIRST 24 HOURS AFTER PLANTING E SHALL BE PLANTED SO THAT CROWN IS 3 INCHES VE FINISHED GRADE AFTER SETTLEMENT :,HES AGED PINE BARK MULCH (PULL MULCH AWAY M TRUNK OF TREE) KFILL MIX PER SPECIFICATIONS -H HIGH EARTH WATERING SAUCER AROUND TREE PIT & ROLL BACK 1/3 OF BURLAP BEFORE BACKFILLING. 1PLETELY REMOVE SYNTHETIC BURLAP & LACING TBALL SHALL BE PLACED ON ISTURBED SUBGRADE PROP. CEM. CONC. SIDEWALK PROP. GRAN. TRANSITION CURB PRUNE CANOPY AS REQUIRED TO PREVENT DAMAGE FROM CONSTRUCTION EQUIPMENT. REMOVE DEAD/DAMAGED LIMBS IF AND AS DIRECTED. PRUNING SHALL BE PER ANSI A300 STANDARDS CONSTRUCTION ZONE °\o 7.5/� HIGH SIDE TRANS (* VARIES) HMA OR CEM. CONC. DRIVEWAY 6" CONCRETE ARMOR TREES AS SHOWN ON PLANS OR PER ARBORIST ARMOR FROM BASE OF TREE, INCLUDING ROOT FLARE, TO FIRST BRANCH. NO TRESPASSING, STORAGE OF EQUIPMENT, OR STOCKPILING OF MATERIALS TREE ROO T ZONE SECTION - TRUNK ARMORING & PRUNING I'1 PROP. GRAN. Off, o\o -7 5 TRANSITION CURB VARIES 1" LIP GRAN. CURB DRIVEWAY WIDTH VARIES LOW SIDE TRANS. (6" REVEAL) 6'-6" EDGE OF ROADWAY - A DRIVEWAY REF. PT. q OF DRIVEWAY ROADWAY DOWNGRADE 3'-0" M I N PATH OF TRAVEL * 1.5% SECTION A -A VARIES RAMP 5% TO 15%M- NOT TO SCALE ROADWAY 1" LIP if 8" GRAVEL DRIVEWAY ENTRANCE N.T.S. 12" SUITABLE EXCAVATED MATERIAL, COMPACTED PROPOSED DRAIN PIPE D + 3' C 6" (TYP.) PERMANENT TRENCH PATCH FOR DRAINAGE PIPE (WITHIN ROADWAY) DETAIL N.T.S. DUMP STRAP- 1" REBAR FOR BAG REMOVE FROM INLET SEDIMENT COLLECTION SACK MILLING AND PAVEMENT RESURFACING TRANSITION SAWCUT EXIST. PAVEMENT ASPHALT EMULSION FOR TACK COAT DUMP STRAP EXIST. CB INSTALLATION DETAIL 2 EACH DUMP STRAPS ;PANSION RESTRA 4" NYLON ROPE, FLAT WASHERS) EXIST. CB BAG DETAIL SILT SACK DETAIL (ITEM 697.11 N.T.S. LIMIT OF WORK PROP. FULL DEPTH PAVEMENT VARIES (SEE PLAN) PROPOSED FULL DEPTH RECLAMATION PAVEMENT (SEE SHEET 3 FOR PAVEMENT NOTES) D 1 3/4" MIN. U cn JOINT DETAILS AT PAVING LIMITS N.T.S. CLIENT: PROJECT: PREPARED BY: NO.1 DATE REVISION SCALE: NTS DRAWING TITLE: SHEET NO. 2019 ROAD REHABILITATION TOWN OF WATERTOWN W�RL�TC �� DATE: APRIL 2019 CONSTRUCTION PROGRAM STREETS DEPARTMENT OF PUBLIC WORKS ENGINEERING WTE PROJ. N0: 18-008.04 DETAILS 16 OF 22 124 ORCHARD STREET 300 TRADECENTER, SUITE 5580 WATERTOWN, MA 02472 WOBURN, MA 01801 DESIGNED BY: CLP SHEET 1 OF 7 PHONE:617-972-6420 WATERTOWN, MA T: 781-933-4800 F: 781-933-4801 PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC CHECKED BY: JG PROP HMA DRIVE, WIDTH VARIES SAWCUT, MEET EXIST DRIVE PROP SCORE LINES SPACED EVENLY AT EXIST. DRIVE A "LEVEL LANDING" AT 4 TO 5 FEET / 1.5%" CROSS LEFT SLOPE FOR DRAINAGE CEM. CONC. �, h-j 7'5=� J?�' RIGHT SIDEWALK r4 J �! e 4v �%� 7.5% MAX. , h �<v f SCORE LINE AZ �/ hp p� h 1" LIP PROP. GRAN. CURB W/ 6" REVEAL OL STATION/OFFSET OF EDGE OF ROADWAY GRAN. CUR 6" TYP. PROP. GRAN. PRIMARY DRIVE AT GUTTER A 4" (MIN. CURB PROP GRAN. CURB 7.5% MAX. CORNER - TYPE A (R=2') PROP GRAN. CURB CORNER TYPE A (R=2') I� WIDTH OF DRIVEWAY RAMP** I - , PROP GRAN TRANS. CURB, 7.5% MAX. (TYP.) it 0 r) U) 0) C L �Z CU C i7 L O L 0- 0 L 00 O N �O L 0 O c6 O O lei O N CLIENT: UMITS OF CEMENT CONCRETE DRIVE 3'-6" MIN. VARIES ROADWAY DRIVEWAY LANDING APRON 5% TO *1.5% 15% L LIP 6" CEM. CONC. NOTES: 8" GRAVEL BORROW -TYPE c ONSTRUCTION TOLERANCE ± 0.5% SECTION A —A (WHERE REQUIRED/DIRECTED NOT TO SCALE BY DPW SUPERINTENDENT) ** DRIVEWAY APRON WIDTHS SHALL BE IN ACCORDANCE WITH THE TOWN REGULATIONS FOR NEW RESIDENTIAL DRIVEWAYS AND DRIVEWAY ADDITIONS AND APPROVED BY THE DPW SUPERINTENDENT. TYPICAL DRIVEWAY RAMP (NO GRASS STRIP NOT TO SCALE 2' ± 1" ., DETECTABLE WARNING PANEL. SEE MASSDOT STANDARD DETAIL— E107.6.5 - CL STATION/OFFSET OF PRIMARY RAMP --- AT GUTTER "LEVEL LANDING" 1.5%* CROSS SLOPE FOR DRAINAGE LEFT RIGHT ABLE �1/ 7�VARI5%* MAX. —o" PLAIN CEMENT CONCRETE WHEELCHAIR RAMP ON 6'-6" TO 12'-4" WIDE SIDEWALK NOT TO SCALE (TYP.) PROP SCORE LINES SPACED EVENLY AT - AT 4 TO 5 FEET CEM. CONC. O 1 SIDEWALK ,;� h4 7.5=� LOAM & SEED LEFT SIDE TRANSITION PROP HMA DRIVE, WIDTH VARIES SAWCUT, MEET EXIST DRIVE EXIST. DRIVE �-�B / 'LEVEL LANDING" 1.5%* CROSS LEFl SLOPE FOR DRAINAGE RIGHT J� 7.5%* MAX. �p •� TRANSITION LIP LOAM & SEED 4y PROP. GRAN. CURB GRAN. CUF W/ 6" REVEAL CL STATION/OFFSET OF / PROP. GRAN. PRIMARY DRIVE AT GUTTER yB 6" MIN TRANSITION CURB PROP GRAN. CURB 4" (MIN.) PROP GRAN. CURB CORNER - TYPE A (R=2') PROP GRAN TRANS. CORNER — TYPE A (R=2') NADTH OF DRIVEWAY RAMP** CURB (TYP.) i L� UMI75 OF CEMENT CONCRETE DRIVE 3'-6" MIN. VARIES ROADWAY DRIVEWAY LANDING APRON NOTES: 5% TO - * CONSTRUCTION TOLERANCE ± 0.5% *1.5% 15% �� LIP ** DRIVEWAY APRON WIDTHS SHALL BE -L IN ACCORDANCE WITH THE TOWN 6" CEM. CONC. REGULATIONS FOR NEW RESIDENTIAL DRIVEWAYS AND DRIVEWAY ADDITIONS AND 8" GRAVEL BORROW -TYPE b APPROVED BY THE DPW SUPERINTENDENT. SECTION B-B (WHERE REQUIRED/DIRECTED BY DPW SUPERINTENDENT) NOT TO SCALE DRIVEWAY RAMP WITH GRASS STRIP NOT TO SCALE PLAIN CEMENT CONCRETE RAMP REFERENCE POINT � ee°ee°se Q � 3 0 UNOITE CURB x E OF ROADWAY « Ln z a "LEVEL LANDING" WITH € DETECTABLE WARNING PANEL (SEE E 107.6.5R) 1.5%* SLOPE FOR DRAINAGE LEFT RIGHT SIDEWALK h� �- �� _— DETECTABLE WARNING PANEL h� (SEE E 107.6.5R) 0 0 0 0 0 00000000000000000000000° ry o0000000000 0000000000° 7.S:C MAX. �_ 00000000000° 000000000000 o0000000000 000000000°0 0 0 0 0 0 0 7.5% MAX. STATION/OFFSET OF GRANITE CURB PRIMARY RAMP EDGE OF ROADWAY AT GUTTER PLAIN CEM. CONC. LEFT SIDE TRANSI710N 5'-0" 6" CURB REVEAL (TYP.) RIGHT SIDE TRANSITION MIN. LIMITS OF CEMENT CONCRETE RAMP NOTES: - * CONSTRUCTION TOLERANCE ± 0.5% WHEELCHAIR RAMP LESS THAN 6'-6" WIDE SIDEWALK NOT TO SCALE TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-972-6420 L2** ROADWAY 2 SIDEWALK ui co 3 1-2'±1" DETECTABLE o WARNING PANEL. SEE 5.5' MASSDOT STANDARD MIN. DETAIL E107.6.5 --- * CONSTRUCTION TOLERANCE ±0.5% - SEE CONSTRUCTION STANDARD E107.6.4 "T" INTERSECTION WHEELCHAIR RAMP ** SEE CONSTRUCTION STANDARD E107.9.0 NOT TO SCALE WHEELCHAIR RAMP NOTES: 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND LAYOUT OF WHEELCHAIR RAMPS. ALL RAMPS SHALL BE LAID OUT IN ACCORDANCE WITH THE LATEST REVISION OF MASSDOT DESIGN & CONSTRUCTION GUIDELINES FOR WHEELCHAIR RAMPS AND PEDESTRIAN ACCESS AND ADA/AAB REGULATIONS. ALL WHEELCHAIR RAMPS SHALL BE APPROVED BY THE TOWN DPW SUPERINTENDENT OR THE FIELD REPRESENTATIVE. 4" LOAM & RAMP LENGTH 7.5%* MAX _ i o SIDEWALK WHEELCHAIR RAMP s LIMIT OF TRANSITION CURB PLAIN CEMENT CONCRETE AMP REFERENCE POINT fti --- 0o RAMP OPENING o000 0 0 °e°e Z 0000 �z °o°o Z Nd°o°°o° 0000 K+t Mo o°o° oEoE '._. LEVEL ENTRANCE L 1.5%" FOR DRAINAGE_ RAINAGE 2' DETECTABLE WARNING PANEL TYPICAL WHEELCHAIR RAMP DETAIL (WITH ONE CONTINUOUS DIRECTION OF TRAVEL) PROJECT: 2019 ROAD REHABILITATION PROGRAM STREETS WATERTOWN, MA NOT TO SCALE PREPARED BY: W#'�)RL!DTC I-f ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 GRASS EXIST RETAINING WALL PROP HMA OR CEM. CONC. DRIVE, WIDTH VARIES EXIST. DRIVE SAWCUT, MEET EXIST. LEFT RIGHT k / 1" UP IE STATION/OFFSET OF PRIMARY DRIVE AT GUTTER WIDTH OF DRIVEWAY RAMP i LIMITS OF CEMENT CONCRETE DRIVE DRIVEWAY RAMP (NO SIDEWALK) NOT TO SCALE GRASS EDGE OF ROADWAY LIMIT OF - 6' (TYP.) WORK EXIST. PAVEMENT 3"±� — — � PROP. SPECIAL CONCRETE CURB CAST IN PLACE REFER TO SPECIFICATION ITEM 520.11 THIS ITEM SHALL BE USED AT THE BACK OF WHEEL CHAIR RAMPS AND IN AREAS WERE THE CHANGE IN THE BACK OF SIDEWALK GRADE CAN NOT BE MODIFIED AND A RETAINING WALL CURB OR FENCE WILL BE COMPRIMISED BY THE CHANGE IN GRADE. CONC. CURBS SHALL BE INSTALLED AS DIRECTED BY THE WATERTOWN DPW ONLY. `V '-PROP. WHEELCHAIR RAMP CONDITIONS VARY REFER ISOMETRIC VIEW TO DETAILS PROP. GRANITE CURB EXIST RETAINING LREFER GE REVEAL (1" MAX.) WALLH WIDE SPECIAL CONC. CURB ACE TEM 520.11 DEWALK PROP. WHEELCHAIR RAMPPROP.ROAD 12'a a �\ / 8" -GRAVEL BASE SECTION A —A `EXIST. RETAINING WALL PROP. SPECIAL CONC. CURB CAST IN / A PLACE (FLUSH WITH TOP OF SIDEWALK) r-- I EXIST. SIDEWALK PROP. RAMP //-WHEELCHAIR I EXIST. ROAD A PLAN VIEW PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC a NO. DATE REVISION SCALE: NTS DATE: APRIL 2019 WTE PROJ. NO: 18-008.04 DESIGNED BY: CLP CHECKED BY: JG PROP. PAVEMENT RECONSTRUCTION / MILL & OVERLAY EXIST. CURB 3' PROP. CURB 6" (TYP) PROP. GRANITE CURB (TYP) CURB REVEAL TRANSITION N.T.S. DRAWING TITLE: CONSTRUCTION DETAILS SHEET 2 OF 7 SHEET NO. 17 OF 221 LL U) Q) n C 0 U L c- C 0 U r) I O DO O O it 0 r) U) 0) C L O 0 �Z 0 U E i� L 0 a 0 L 00 T_ O N 3 0 s` Q) i� O DO O O A, O N 0 0 STOP LINE (TYP.) PROP. BOTTOM OF RAMP ° DUCTILE IRON CAST -IN -PLACE d ° DETECTABLE TILE LENGTH (L) AS SHOWN ON PLANS 9 ° ° ° d 000 000 0000 00000o L / 000000 00000 00000 /� 000 O 00000 0000 d ° 2.. d ° HMA PAVEMENT PAVED SLOPE (TYP.) (WIDTH & SLOPE VARIES) SEE CONSTRUCTION AND GRADING PLANS CONCRETE SIDEWALK ° ° d d CENTERLINE OF TRAVEL LANE (TYP.) I I 3.0' 3.0' RAMP MARKING DETAIL. N.T.S. RAISED PAVEMENT APPROACH ISOMETRIC PLAN N.T.S. SLOPE AND LENGTH VARIES BASED ON FIELD CONDITIONS (SEE CONSTRUCTION AND GRADING PLANS) PROCESSED GRAVEL (DEPTH VARIES) 6 INCHES MINIMUM EXCAVATE ALL EXISTING ASPHALT PAVEMENT CLIENT: TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-972-6420 TYPICAL ROAD SECTION: 1 1/2" HOT MIX ASPHALT TOP COURSE OVER 2 1/2" HOT MIX ASPHALT BINDER COURSE r- GRADE BASE MATERIAL TO FORM TABLE BASE WIDTH VARIES pd ° d ^ A ° ° d d ° ° d ^ d ° d d d ^ ° a w ° d N.T.S. RAISED CROSSWALK ISOMETRIC PLAN N.T.S. PROJECT: 2019 ROAD REHABILITATION PROGRAM STREETS WATERTOWN, MA ^ 20-2 i POLICE OFFICER (TYP.) EQUAL TO 1/2 I I W20-a I W20-4 I 20-1 DAYS WORK 1000 11' MIN. DYCL DYCL • 0-1 F W20-4 F W20-8 F 20-2 (loon) BUFFER ZONE 500' 500' I 500' 320� TAPER IOU-100 HALF ROADWAY CLOSURE (RIGHT SIDE WORK ZONE - MIRROR IMAGE FOR LEFT SIDE WORK ZONE) NOT TO SCALE BUFFER TAPER 500' 500' 500' 20-2 J W7-4R J W5-1 20-1 1 SWEL 1 • • • • • • • • • • • • • • • • • • • • DYCL b • • • • • TI r //////%// • • • SWEL b F F F � 20-2c 20-1 I W5-1 W7-4L I I I I TAPER (L) - 5O'-100' - WORK AREA - 50--100- SHOULDER/PARTIAL LANE CLOSURE NOT TO SCALE ((WITH ENCROACHMENT ON DYCL) LEGEND WORK AREA DIRECTION OF TRA REFLECTORIZED D POLICE OFFICER C PAVEMENT MARKI1' PORTABLE BREAKAVVAY bAKKIUAUL I YHL III TYPICAL ROAD SECTION: 1 1/2" HOT MIX ASPHALT TOP COURSE OVER 2 1/2" HOT MIX ASPHALT BINDER COURSE PROCESSED GRAVEL (DEPTH VARIES) 6 INCHES MINIMUM EXCAVATE ALL EXISTING ASPHALT PAVEMENT PREPARED BY: W#'�)RL!DTC I-f ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC 0Lem m17_110 SCALE: I NTS WTE PROJ. NO: 1 18-008.04 11126410121 CHECKED BY: I JG TRAFFIC MANAGEMENT NOTES GENERAL 1. ALL TRAFFIC MANAGEMENT AND WORK ZONE TRAFFIC CONTROL MEASURES SHALL CONFORM TO THE 2012 MUTCD AND TO PART VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) LATEST REVISION, THE STANDARD SPECIFICATIONS, GENERAL CONDITIONS, SUPPLMENTAL CONDITIONS AND THE FOLLOWING NOTES: 2. LANE RESTRICTIONS MAY NOT REMAIN OVERNIGHT OR DURING NON -WORKING HOURS. AFTER EACH WORKING DAY, TRAFFIC CONTROL DEVICES THAT ARE NOT REQUIRED SHALL BE MOVED OFF THE ROADWAY OR FULL DEPTH CONSTRUCTION AREA AND PLACED SO AS NOT TO IMPEDE PEDESTRIAN AREAS, ABUTTER ACCESS OR CAUSE CONFUSION TO MOTORISTS. IN CERTAIN CIRCUMSTANCES, AND ONLY WITH THE APPROVAL OF THE TOWN AND THE ENGINEER, CAN LANE RESTRICTIONS REMAIN OVERNIGHT. 4. CONTRACTOR SHALL PROVIDE A SAFE TEMPORARY PEDESTRIAN ACCESS WHERE EXISTING SIDEWALKS OR OTHER PEDESTRIAN AREAS ARE AFFECTED BY CONSTRUCTION WORK. MAINTAIN ABUTTER ACCESS AT ALL TIMES EXCEPT FOR SHORT PERIODS APPROVED BY THE ENGINEER. 5. PLACE ALL CONSTRUCTION SIGNING, TRAFFIC CONTROL DEVICES AND TEMPORARY PAVEMENT MARKINGS FOR EACH PHASE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 6. ONE (1) THRU TRAVEL LANE HAVING A MINIMUM WIDTH OF 11'-0" SHALL BE PROVIDED FOR BOTH DIRECTIONS (LANE TO BE SHARED AND DIRECTION OF TRAVEL TO ALTERNATE IN SOME SITUATIONS UNDER POLICE OFFICER CONTROL) DURING ALL PHASES OF CONSTRUCTION AS SHOWN ON THE TRAFFIC MANAGEMENT PLANS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 7. WHEN WORK INFRINGES UPON THE TRAVELED WAY, WORK SHALL BE RESTRICTED TO OFF-PEAK HOURS ONLY. (9:00am TO 3:30pm, MONDAY TO FRIDAY) 8. TAPER LENGTH FORMULAE FOR CHANNELIZATION DEVICES: L = SxW FOR SPEED EQUAL TO OR GREATER THAN 45 M.P.H. L = WS2/60 FOR SPEED EQUAL TO OR LESS THAN 40 M.P.H. WHERE: L = MIN. LENGTH OF TAPER, S = POSTED SPEED, W = OFFSET WIDTH. 9. PEDESTRIANS SHOULD BE PROVIDED WITH A SAFE CONVENIENT TRAVEL PATH THAT REPLICATES AS NEARLY AS POSSIBLE THE MOST DESIRABLE CHARACTERISTICS OF SIDEWALKS OR FOOTPATHS 10. IF EXISTING INTERSECTION IS SIGNALIZED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE SIGNALS FUNCTIONING PROPERLY WHILE CONSTRUCTION IS IN PROGRESS OR UNTIL NEW SIGNALIZATION IS OPERATIONAL. THIS IS MOST CRITICAL IF THE CLOSURE IS TO REMAIN IN EFFECT AT THE END OF THE WORK DAY. 11. DISTANCES SHOWN ON THE TRAFFIC MANAGEMENT PLANS ARE A GUIDE ONLY, AND MAY BE ADJUSTED IN THE FIELD BY THE ENGINEER. GRADE DIFFERENCES 12. WHERE THERE IS A LONGITUDINAL DIFFERENCE IN ELEVATION BETWEEN EXISTING PAVEMENT AND COLD PLANED OR NEW PAVEMENT, THE CONTRACTOR SHALL PATCH A TEMPORARY BIT. CONC. WEDGE WITH A 12:1 (OR FLATTER) SLOPE FOR SMOOTH TRANSITION. 13. CROSS -SECTIONAL GRADE DIFFERENCES IN EXCESS OF 2' DURING NON -WORKING HOURS WILL REQUIRE DELINEATION BY USE OF REFLECTORIZED DRUMS. 14. CROSS -SECTIONAL GRADE DIFFERENCES IN EXCESS OF 4' DURING NON -WORKING HOURS SHALL BE PROTECTED BY BACKFILLING WITH A WEDGE OF GRAVEL TO BE COMPACTED AT 4:1 SLOPE AND WILL ALSO REQUIRE DELINEATION BY USE OF DRUMS. 15. A MINIMUM SLOPE OF 4:1 MUST BE MAINTAINED AFTER WORKING HOURS DURING SUBBASE AND BASE COURSE INSTALLATION ALONG EDGE OF THE TRAVELWAY A MINIMUM SLOPE OF 8:1 MUST BE MAINTAINED ON ALL ABUTTER ACCESS DRIVES AND A MINIMUM SLOPE OF 12:1 MUST BE MAINTAINED ON ALL SIDEWALKS. 16. CONTRACTOR SHALL USE TEMPORARY PINS AND HMA PATCHING AROUND STEEL PLATES USED TO COVER UTILITY TRENCHES NOT COMPLETED IN A DAYS WORK. CONSTRUCTION SIGNING REMOVE ALL TEMPORARY SIGNS, DRUMS AND OTHER TRAFFIC MAINTENANCE DEVICES THAT ARE NOT COMPLETED IN A DAYS WORK. THIS PARTICULARLY APPLIES TO THE W20-8 SIGNS, 17. WHICH SHALL BE COMPLETELY COVERED OR REMOVED EACH DAY WHEN TRAFFIC OFFICERS ARE NOT PRESENT 18. NO SIGNS SHALL BE ATTACHED TO DRUMS OR CONES. ALL CONSTRUCTION SIGNS SHALL BE ATTACHED TO THEIR OWN INDEPENDENT SUPPORTS OR TO WEIGHTED BARICADES 19. NO SIGNS SHALL BE VISIBLE TO TRAFFIC THAT MAY CONFLICT WITH ACTUAL CONDITIONS 20. LOCATION OF R5-9A SIGNS TO BE APPROVED BY THE ENGINEER WHO WILL DETERMINE THE NECESSITY FOR PROVIDING TEMPORARY CROSSWALKS. 21. ALL SIGNS AND SUPPORTS SHALL MEET CRITERIA SET FORTH IN NCHRP 350 REPORT 22. ALL SIGNS, INCLUDING EXISTING, THAT ARE NOT REPRESENTATIVE OF ACTUAL WORK CONDITIONS SHALL BE EITHER COVERED OR REMOVED WHEN NOT APPLICABLE. 23. IF USED, ALL W20-4 SIGNS SHALL BE TAKEN DOWN OR COVERED AT THE CLOSE OF EACH DAY UNLESS LANE RESTRICTIONS ARE PERMITTED TO REMAIN OVERNIGHT IN ACCORDANCE WITH NOTE NO. 2 ABOVE. 24. USE W20-8 SIGNS ONLY WHILE POLICE ARE DIRECTING TRAFFIC. THEY SHALL BE TAKEN DOWN OR COVERED AT THE CLOSE OF EACH DAY. PAVEMENT MARKINGS 25. PAVEMENT MARKINGS WHICH ARE NO LONGER APPLICABLE SHALL BE REMOVED. APPLY TEMPORARY MARKINGS WHERE SHOWN ON THE TRAFFIC MANAGEMENT PLANS AND AS NECESSARY 26. ON PROJECTS WHERE PAVEMENT OVERLAY IS NOT DESIGNATED, EXISTING PAVEMENT MARKINGS WHICH ARE IN CONFLICT WITH TEMPORARY TRAFFIC CONTROLS SHOULD BE COVERED TEMPORARILY WITH BLACKOUT PAINT OR TAPE, AS DIRECTED BY THE ENGINEER, FOR THE FULL DURATION OF THE PHASE IN PROGRESS. TEMPORARY PAINTED OR REMOVABLE TAPE MARKINGS SHALL BE USED AS NECESSARY FOR ALL PHASES OF CONSTRUCTION. CHANNELIZATION 27. THE MAXIMUM SPACING BETWEEN CHANNELIZATION DEVICES (DRUMS OR CONES) SHALL BE CONSISTENT WITH M.U.C.D. REQUIREMENTS FOR THE POSTED SPEED LIMIT. THE MINIMUM SPACING FOR TAPERED SECTIONS SHALL BE 20' O.C. 28. REFLECTORIZED DRUMS USED TO MARK HAZARDS OVERNIGHT SHALL BE CLEAN WITH SUCH THAT THE REFLECTIVE TAPE IS CLEARLY VISIBLE 29. FLASHING OR STEADY BURN WARNING LIGHTS SHALL ALSO BE USED ON BARRICADES, JERSEY BARRIERS OR WHERE DIRECTED BY THE ENGINEER. 30. METAL DRUMS ARE PROHIBITED AS CHANNELIZATION DEVICES. 31. PLASTIC DRUMS WITH SOME FORM OF LIGHTING DEVICE MOUNTED ON THEM ARE NOT PERMITTED THE CRITERIA SET FORTH IN THE MASSDOT WORK ZONE SAFETY GUIDELINES SHALL BE USED FOR THE SELECTION OF APPROVED TRAFFIC CHANELIZATION DEVICES ALL DEVICES SHALL BE IN GOOD CONDITION AND ALL REFLECTIVE TAPE SHALL BE VISIBLE AND COMPLETE. ALL DEVICES USED SHALL BE APPROVED BY THE DPW. DEVICES NOT APPROVED SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR. DRAWING TITLE: CONSTRUCTION DETAILS SHEET 3 OF 7 SHEET NO. 18OF22 PROPOSEDFr` """r """1 COVER SPECIFICATIONS CONi "--CAST 6" THICK TOP WITH 2'0 VING DESIGNED FOR H-20 LOADING zINISHED GRADE 'RECAST CONCRETE GRADE RING OR COURSES OF BRICK AS REQUIRED TO ADJUST TO FINISHED GRADE (MAXIMUM 3 COURSES) MASTIC GASKET, TYPICAL -OR ALL MANHOLE JOINTS -ILL LIFTING HOLES N/CEMENT MORTAR PRECAST REINFORCED CONCRETE MANHOLE BARRELS PER MASSDOT CONSTRUCTION STANDARD DETAIL 202.4.0 30LID CONCRETE FILL 3000 BSI CONCRETE 6" CRUSHED STONE BEDDING PRECAST CONCRETE SHALLOW DRAIN MANHOLE N.T.S. NOTE: THE ACTUAL NUMBER OF PIPE SECTIONS TO BE JOINED TOGETHER WITH RESTRAINED JOINTS SHALL BE BASED ON PIPE SIZE REFER TO TABLE LENGTH OF PIPE VARIES MINIMUM PIPE LENGTH SHALL BE NOT LESS THAN 4 FEET RESTRAINED JOINT ASSEMBLY OVER PIPE BELL TYPICAL ALL TEES SHALL BE MECHANICAL JOINT TYPE WITH RESTRAINED JOINTS ON THE THROUGH PIPE AND THE BRANCH BRANCH LINE TO HYDRANT OR WATER MAIN IN SIDE STREET SIZE VARIES SEE PLANS WATER MAIN THROUGH LINE C.L.D.I. TEE IN PIPE-/ SYSTEM TYPICAL TEE DETAIL N.T.S. MINIMUM LENGTH OF PIPE (IN FEET) REQUIRED TO BE RESTRAINED ON EACH SIDE OF A VALVE OR FITTING PIPE TYPE PIPE SIZE 900 BEND 450 BEND <22.50 BEND TEE OR CROSS VERTICAL OFFSET REDUCER VALVE DEAD END LOW HIGH D <4 18 18 18 18 18 18 18 18 35 u 6 22 18 18 18 18 20 25 36 49 c 8 29 18 18 18 18 27 46 36 64 T 10 35 18 18 18 18 32 62 54 77 1 L 12 41 18 18 18 18 37 66 54 90 E 14 47 20 18 18 18 43 67 72 103 16 53 22 18 36 19 48 68 72 115 1 18 59 24 18 36 21 53 69 72 127 R 20 65 27 18 36 23 58 70 72 140 O 24 76 31 18 36 27 67 89 90 162 N 30 91 38 18 36 32 80 122 90 194 TYPICAL RESTRAINED JOINT DETAIL CLIENT: TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-972-6420 RESTRAINED JOINT ASSEMBLY OVER PIPE BELL TYPICAL LENGTH OF PIPE VARIES MII� LENGTH SHALL BE NOT LESS TF ALL PIPE BENDS SHA JOINT TYPE WITH R V.L.Li. I. ULIVL./ IIV r I L PROJECT: 2019 ROAD REHABILITATION PROGRAM STREETS WATERTOWN, MA TYPICAL BEND DETAIL N.T.S. PREPARED BY: W#,,, RL!DTECl-f ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 EXIST. ROAD U Q BACKFILL WITH SUITABLE EXCAVATED MATERIAL OR GRAVEL BORROW TYPE-C AS DIRECTED EXISTING & PROP. UTILITY PROP. WATER PIPE SUBGRADE 12" 2" HOT MIX ASPHALT TOP COURSE 2" HOW MIX ASPHALT BINDER COURSE MATERIAL 12" RECLAIMED BORROW FOR SUBBASE L 12 12" U Q U) 1.5' MIN. CLEARANCE WATER TRENCH DETAIL N.T.S. NOTE: USE TWO 6" BENDS OR OFFSET ON LATERALS TO ACHIEVE REQUIRED HYDRANT ELEVATION IF NECESSARY EDGE OF PAVEMENT OR CURB FINISHED STREET GRA&E TOWN OF WATERTOWN STANDARD VALVE BOX AND COVER LABELED "WATER" STAMPED N.L. (NO LEAD) FLANGE ADJUSTABLE SLIDING VALVE BOX PLACE GATE BOX OVER VALVE STEM. BOX SHALL BE SET PLUMB 6" GATE VALVE RESILIENT SEAT EPDXY COATED OPEN RIGHT REQUIRED FOR EACH HYDRANT DUCTILE IRON HYDRANT TEE WITH 6" BRANCH BOLTED TO GATE VALVE WATER MAIN SIZED AS NOTED ON PLANS PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC ry w O U z 0 Lo AMERICAN DARLING B-84-B HYDRANT OPEN E RIGHT X 2'-0" 6" D.I. WATER MAIN DUCTILE IRON MECHANICAL FITTINGS W/ RESTRAINED JOINTS 3'-0" TYPICAL HYDRANT DETAIL N.T.S. N0. 1 DATE I REVISION I SCALE: NTS z 2i NOTE: ACTUAL DEPTH OF WATER PIPES TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR TO PROVIDE ADEQUATE CLEARANCE AROUND EXISTING AND PROPOSED UTILITIES/DRAINAGE. BREAKAWAY FLANGE 4" FINISH GRADE LAYER OF PVC OR FELT PROVIDE 1/2 CU. YD. OF CRUSHED STONE TO AT LEAST 6" ABOVE DRAIN HOLES FLAT STONE OR CONCRETE BLOCK FLAT STONE OR CONCRETE BLOCK DRAWING TITLE: CONSTRUCTION SHEET NO. WTE PROJ. N0: 18-008.04 � DETAILS 119 OF 22 DESIGNED BY: I CLP I SHEET 4 OF 7 CHECKED BY: I JG SEAL ALL BRICK WORK FLAT TOP MORTAR ALL JOINTS 1-#3 BAR AROUND OPENINGS FOR PIPES 18" DIAMETER AND OVER, 1" COVER 5" MIN. MIN. 10 SQ. IN. STEEL PER VERTICAL FOOT, PLACED ACCORDING TO AASHTO DESIGNATION M-199 8" MIN. M2.01.4 CRUSHED STONE FRAME AND COVER FRAME TO BE SET IN FULL BED OF MORTAR BRICK LEVELING COURSE AS REQUIRED FOR GRADE ADJUSTMENTS. MAX 3 COURSES. PROVIDE 'V' OPENINGS. MORTAR PIPE INTO OPENING. OUTSIDE PIPE DIAMETER PLUS 2" CLEARANCE BUTYL RUBBER SEALANT AT ALL JOINTS (TYP.) PIPE OPENINGS TO BE PRECAST IN RISER SECTION FORM INVERT(S) TO MEET FIELD CONDITIONS. USE 3000 PSI CONCRETE. PRECAST FLAT TOP DRAIN MANHOLE N.T.S. 2'-0" MINIMUM PROPERTY LINE SIDEWALK CURB BOX SET FLUSH ROADWAY FINISHED GRADE FINISHED GRADE WITH FINISHED GRADE (SEE TYPICAL SECTIONS) 2%" BUFFALO BOX 1z 2w BACK FILL WITH APPROVED o O MATERIAL OR GRAVEL AS CURB STOP WITH DRAIN (MUELLER H-15008 ORISEAL MARK II H15209 DIRECTED OR APPROVED EQUAL) COMPRESSION TYPE OPEN RIGHT CONNECT TO EXISTING SERVICE CURB STOP AND BOX SET ON SOLID CONC. BLOCK EXISTING WATER MAIN BACK FILL SERVICE PIPE NOTES: 1" CORPORATION (MUELLER H-15008 WITH 12 INCHES OF SAND 1. THE TYPE AND MANUFACTURER OF OR APPROVED EQUAL) 6" BELOW AND 6" ABOVE SERVICE PIPE AND ALL CORPORATIONS 1" TYPE K COPPER AND CURB STOPS MUST BE APPROVED BY THE DPW SUPERINTENDENT. 2. ALL WATERWORKS BYPASS MUST BE OF THE NO LEAD TYPE AND MARKED N.L. TYPICAL WATER SERVICE CONNECTION DETAIL N.T.S. CLIENT: TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-972-6420 PROJECT: 2019 ROAD REHABILITATION PROGRAM STREETS WATERTOWN, MA PREPARED BY: W#l,;)RL!DTECl-f ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 REFER TO PAVEMENT NOTES FOR OVERLAYED SECTION 8" COMPACTED GRAVEL7\ BORROW AS DIRECTED PERMANENT PATCH OVER TRENCHES ON STREETS THAT WILL NOT BE RECLAIMED WILL BE TREATED WITH HOT MIX ASPHALT FOR MISCELLANEOUS WORK PLACED IN TWO EQUAL LAYERS (ITEM 472.) MATCH EXIST. THICKNESS. PAINT WITH TACK COAT RS-1 OR HOT POURED RUBBERIZED ON COLD JOINTS AS DIRECTED VARIES EXISTING ITRENCH WIDTH PERMANENT PAVEMENT PATCH N.T.S. N0. DATE REVISION I SCALE: NTS DRAWING TITLE: DATE: I APRIL 2019 1 CONSTRUCTION SHEET NO. WTE PROJ. N0: 18-008.04 1 DETAILS 120 OF 22 DESIGNED BY: I CLP I SHEET 5 OF 7 PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC CHECKED BY: I JG K 0 U) c c L 0 U 0 > / 0 L 0 L �Z 0 U L 0 L_ a 0 0 L 00 o N O . a) -10 3 O c6 O O lei O N OPENING TO SUIT / A FRAME & COVER PICK HOLE (2 REQUIRED) 2'-0" 6" 1 3/4" 3'-4" MANHOLE FRAME AND COVER DETAIL N.T.S. M�PWPki TF t TOWN OF WATERTOWN, MASSACHUSETTSDUNE, 2015 this town"' PRECAST CONCRETE MANHOLE @.�:,- � PIPE SECTION RUBBER GASKET CAST IN MANHOLE BASE STAINLESS STEEL STRAP PIPE SECTION l STAINLESS STEEL RING O EXPANDED IN PLACE FLEXIBLE SLEEVE CAST IN MANHOLE BASE PRECAST CONCRETE MANHOLE MANHOLE SEAL DETAILS N.T.S. STEEL REINFORCING TO MEET OR EXCEED H-20 LOADING OPENING TO SUIT FRAME & COVER x oX°. TOP SLAB TO BE USED WHERE CONE SECTION CANNOT BE USED OR WHERE INDICATED ON THE DRAWINGS °.° z �'° °x' ° °x ° .° ° °. 4'-0" OR o� 5'-0" DIA. SECTION 1 MANHOLE TOP SLAB N.T.S. Nreayliabo§ut TF part�to, TOWN OF WATERTOWN, CAthistown.- rks MASSACHUSETTSJUNE, 2015 STAINLESS STEEL STRAP PIPE SECTION RUBBER SLEEVE PRECAST CONCRETE MANHOLE e tertown �Pkif TOWN OF WATERTOWNub/ic�MASSACHUSETTS JUNE, 2015 e all about this town' DETECTABLE TRACER TAPE (WHERE SPECIFIED) \j 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 LINE OF NARROW TRENCH LIMIT 7 / N OaO0� °poi 000 JO ooc cn oO C/ 1 orr z mz ITY SEWER PLAN VIEW NOTCH SONOTUBE BUILDING CONNECTION FOR WYE 6" PLUGS C/ 1 orr z mz ITY SEWER PLAN VIEW NOTCH SONOTUBE BUILDING CONNECTION FOR WYE 6" PLUGS ` 6"X6" WYE _ 6 PIPE (* SEE NOTE) °0`ro6" 00c BEND j °0°A' 18" SONOTUBE OR 0c�'ABS PIPE FILLED WITH 03/4" CRUSHED STONE 6" PIPE (0)o L o � 1 �pOpO� 1) 0( -00 o 0 0 -DOpOpc r �0' DI PUSH —ON TEE70m (FOR ALL CHIMNEYoo, 00 )202° INSTALLATIONS) o 0� O0Ooc O o0 � o 0 i\ �00O000Or 6" )QO�' *NOTE: AT THE CONTRACTOR'S OPTION, HE MAY ELECT TO USE DI PIPE INSTEAD OF PVC AT NO ADDITIONAL COST TO THE OWNER. IF DI PIPE IS USED, THE DI PIPE SHALL EXTEND 12" BEYOND THE EDGE OF THE MAINLINE TRENCH AND BE FITTED WITH A PVC ADAPTER. SECTION 1 CHIMNEY DETAIL FOR SEWER N.T.S. Watertown Tp TOWN OF WATERTOWN, fWl'rel#11aMouF%MASSACHUSETTSJUNE, 2015 FINISHED GRADE COMPACTED BACKFILL -II1� I, IF NO ROCK OR UNEXCAVATED MATERIALS SHALL PROJECT BEYOND THIS LINE UNDISTURBED SUBGRADE—` LIMITS OF EXCAVATION & PAYMENT HALF SECTION HALF SECTION IN EARTH IN ROCK TRENCH DETAIL (SEWER, FORCE MAIN, STORM DRAIN) N.T.S. Ti1;4120 -iceli, LIMITS OF EXCAVATION & PAYMENT FOR ROCK EXCAVATION & BACKFILL NOTE: FOR W, DP, & S, SEE TABLE A Watertown 1pntof oTOWN OF WATERTOWN, epwfte MAC Wks MASSACHUSETTS JUNE, 2015 We're all about this town:' DEPTH TO DIAMETER MAXIMUM TRENCH WIDTH BELOW MINIMUM INVERT OF PIPE LINE OF NARROW TRENCH LIMIT CLEARANCE (DP) (SHEETED ORW) NSHEETED) ( ) 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 TRENCH DETAIL CLEARANCES) Watertown �to, TOWN OF WATERTOWN, Pub/ic!MASSACHUSETTS DUNE, 2015 We're all about this town.' CLIENT: PROJECT: PREPARED BY: NO.1 DATE REVISION SCALE: NTS DRAWING TITLE: SHEET NO. 2019 ROAD REHABILITATION TOWN OF WATERTOWN W�RL�TC �� DATE: APRIL 2019 CONSTRUCTION PROGRAM STREETS DEPARTMENT OF PUBLIC WORKS ENGINEERING 124 ORCHARD STREET 300 TRADECENTER, SUITE 5580 WTE PROJ. N0: 18-008.04 DETAILS 21 OF 22 WATERTOWN, MA 02472 WOBURN, MA 01801 DESIGNED BY: CLP SHEET 6 OF 7 PHONE:617-972-6420 WATERTOWN, MA T: 781-933-4800 F: 781-933-4801 PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC CHECKED BY: JG TABLE A TRENCH DETAIL CLEARANCES) Watertown �to, TOWN OF WATERTOWN, Pub/ic!MASSACHUSETTS DUNE, 2015 We're all about this town.' CLIENT: PROJECT: PREPARED BY: NO.1 DATE REVISION SCALE: NTS DRAWING TITLE: SHEET NO. 2019 ROAD REHABILITATION TOWN OF WATERTOWN W�RL�TC �� DATE: APRIL 2019 CONSTRUCTION PROGRAM STREETS DEPARTMENT OF PUBLIC WORKS ENGINEERING 124 ORCHARD STREET 300 TRADECENTER, SUITE 5580 WTE PROJ. N0: 18-008.04 DETAILS 21 OF 22 WATERTOWN, MA 02472 WOBURN, MA 01801 DESIGNED BY: CLP SHEET 6 OF 7 PHONE:617-972-6420 WATERTOWN, MA T: 781-933-4800 F: 781-933-4801 PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC CHECKED BY: JG LENGTH AS REC OR SPECIFIED 2 END PLUG L. , PVC SDR 35 45' BEND ROTATE AS REQ'D.) (SEE NOTE WYE BRANCH 1 PLAN COMPACTED SELECT BACKFlLL COMPACTED CLASS B BACKFlLL PROPERTY LINE FINISHED GRADE 12' MAX. 6" MAX. DETECTABLE TRACER TAPE < W PROVIDE 2"X2" OAK MARKER ig PROVIDE CRUSHED STONE w TO 12" ABOVE PIPE END n u0 c o 00 / O 2'O 6 O v0 v0 `JO 1 „� O „O • N Z 2 tt COMPACTED ,o o°o CRUSHED STONE °°O000°° UNDISTURBED�.��....... � MATERIAL SECTION 2 NOTE: BE SURE THAT END OF BELL ON WYE BRANCH DOES NOT RUB ON UNDERSIDE OF 45' BEND. O L —U UNDISTURBED MATERIAL COMPACTED CRUSHED STONE MIN. BLDG. CONNECTION, MIN. SLOPE 2K MAX. SLOPE 5X UNLESS OTHERWISE REQUIRED SECTION 1 TYPICAL BUILDING CONNECTION DETAIL N.T.S eftfu tertown r, TOWN OF WATERTOWN, 1 5 MASSACHUSETTS all about this rs to wn.'" CLIENT: TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS 124 ORCHARD STREET WATERTOWN, MA 02472 PHONE: 617-972-6420 JUNE, 2015 PROJECT: 2019 ROAD REHABILITATION PROGRAM STREETS WATERTOWN, MA "" """'�' r ��'"ME AND COVER T IN TO THE SURFACE (SEE TD. ) NISHED GRADE RECAST CONCRETE MANHOLE RICK TO FINISHED GRADE JNCRETE COLLAR RECAST CONC. MANHOLE SECTIONS SHALL TO A.S.T.M. C478 FOR AASHTO HS20-44 — REINFORCING SHALL CONFORM TO A185 S.I AT 28 DAY CURE (SEE WATERTOWN RD FOR FLAT TOP SECTION) \NHOLE SECTION JOINTS SHALL BUTYL JBBER CONFORMfNG TO A.S.T.M. C443 gNHOLE SECTIONS SHALL BE SPHALT COATED BY THE MANUFACTURER PICAL REINFORCEMENT, WELDED RE FABRIC 6x6x4wx4w ;ECAST REINFORCED CONCRETE kNHOLE BARRELS HELVE TO BE BRICKS LAID FLAT JVERT TO BE INVERTED ARCH W/BRICKS T A SLOPE OF 1" PER FOOT ONCRETE FILL AID AS STRETCHERS AND ON EDGE 6" SCREENED GRAVEL BEDDING � >y1 I U �.vU. � MID DEPTH tt TYPICAL PRECAST CONCRETE SEWER MANHOLE NOT TO SCALE PREPARED FOR: TITLE: DATE: SCALE: SHEET 04-13-2018 N.T.S. j 1 Of PREPARED BY: SEWER MANHOLE WO RLDTECI- 1 1 t f ENGINEERING r * r SEE ALSO WATERTOWN STANDARDS 300 TRADE CENTER, SUITE 5580 z WOBURN, MASSACHUSETTS 01801 PHONE: 781.933.4800 PREPARED BY: W )RL!DTCC I-f ENGINEERING 300 TRADECENTER, SUITE 5580 WOBURN, MA 01801 T: 781-933-4800 F: 781-933-4801 N0. DATE REVISION I SCALE: NTS DRAWING TITLE: DATE: I APRIL 2019 1 CONSTRUCTION SHEET NO. WTE PROJ. N0: 18-008.04 1 DETAILS 122 OF 22 DESIGNED BY: I CLP I SHEET 7 OF 7 PROFESSIONAL CIVIL ENGINEER FOR WORLDTECH ENGINEERING, LLC CHECKED BY: I JG