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HomeMy WebLinkAbout- Plans - 1600 OSGOOD STREET 4/21/2021 Notice of Intent May 2021 Roadway Improvements Route 125 (Osgood Street) at Osgood Landing Langan Project No.: 140182701 North Andover Massachusetts Appendix H. Notice of Intent Application Drawings ( provided under separate cover) L A IVEiA /V NORTH ANDOVER MASSACHUSETTS D SPORTATION EPARTMENT OF TRANROUTE 125 (OSGOOD ST) AT OSGOOD LANDING STATE FED.AID PROJ.NO. SHEET TOTAL N NO. SHEETS a MA - 1 61 M PROJECT FILE NO. NIA c 0 HIGH W, ,, AY DIVISIOIN TITLE SHEET & INDEX v 0 PLAN AND PROFILE OF 0 ROADWAY IMPROVEMENTS W W 0 ROUTE 125 (OSGOOD STREET) AT OSGOOD LANDING z W H W IN THE CITY/TOWN OF THESE PLANS ARE SUPPLEMENTED BY THE OCTOBER 2017 CONSTRUCTION STANDARD DETAILS, °� THE 2015 OVERHEAD SIGNAL STRUCTURE AND FOUNDATION STANDARD DRAWINGS, MASSDOT 0 TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS, THE 1990 STANDARD DRAWINGS FOR SIGNS co NORTH ANDOVER AND SUPPORTS, THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING, AND THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK. ESSEX COUNTY FEDERAL AID PROJECT NO. INDEX NOTICE OF INTENT SHEET NO. DESCRIPTION 1 TITLE SHEET&INDEX U N 2 LEGEND&ABBREVIATIONS 3 GENERAL NOTES 4 KEY PLAN 4fi DESIGN DESIGNATION STREET/RTE # OR NAME , - STANTON O C 5-9 SURVEY CONTROL&BASELINE DATA PLANS ��/ DESIGN SPEED 45 MPH 10- 12 TYPICAL SECTIONS �,�y W I � ADT(2022) 22,663 13- 17 CONSTRUCTION PLANSEND V+ 0 ADT(2042) 25,469 18-22 CONSTRUCTION DETAILS(WHEELCHAIR RAMP DETAILS) ¢ PROJECT .14 K 20% STA. 37+30.14 0 � `� 23-27 CURB TIE AND GRADING PLANS N 3093132.9223 O l� ' D 51% 28-32 TRAFFIC SIGNS&PAVEMENT MARKINGS E 759975.5344 T(PEAK HOUR) 4% ��, �� 33 SIGN SUMMARY SHEET //� T(AVERAGE DAY) 5% 34-38 TRAFFIC SIGNAL PLANS&DETAILS .� DHV 4,580 39-42 TEMPORARY TRAFFIC CONTROL PLANS ► DDHV 2,348 43-47 DRAINAGE AND UTILITY PLANS e m" �:O!t � FUNCTIONAL CLASSIFICATION PRINCIPAL ARTERIAL 48-61 CROSS SECTIONS PROJECT �„ ' LOCATION y�0 0 ► 0D t' a � ORCHARD HILL ROAD co PROJECT BEGIN TA. 10+80.73 ,► N 3090522, 768 � E 760351.0458 0 500 1000 1500 2000 SCALE: 1" = 500' LANEiA1V DATE DESCRIPTION REV# Langan Engineering and Environmental Services, Inc. �rHighway LENGTH OF PROJECT = 2,777.62 FEET = 0.526 MILES 888 Boylston Street, Suite 510Boston, MA 02199 � Dhdsion T: 800.952.6426 www.langan.com APPROVED LANGAN JOB #140182701 CHIEF ENGINEER DATE GENERAL SYMBOLS ABBREVIATIONS NORTH ANDOVER TRAFFIC SYMBOLS ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING, lp EXISTING PROPOSED DESCRIPTION GENERAL F� JB JERSEY BARRIER EXISTING PROPOSED DESCRIPTION AADT ANNUAL AVERAGE DAILY TRAFFIC STATE FED.AID PROJ.NO. SHEET TOTAL o Q ABAN ABANDON MA - N2. SHEETS�E1 Q [Men CB CATCH BASIN "``` J1 CONTROLLER PHASE ACTUATED ADJ ADJUST CATCH BASIN CURB INLET ,, APPROX. APPROXIMATE PROJECT FILE NO. NIA N r n 0 FP FLAG POLE 0 © GP GAS PUMP O TRAFFIC SIGNAL HEAD (SIZE AS NOTED) R.G. ASPHALT CONCRETE LEGEND & ABBREVIATIONS ACCM PIPE ASPHALT COATED CORRUGATED METAL PIPE ❑ MB MAIL BOX WIRE LOOP DETECTOR 6' x 6' TYP UNLESS OTHERWISE SPECIFIED) :� ❑ POST SQUARE ..,.... ( BIT. BITUMINOUS O POST CIRCULAR GRIDSMART VIDEO DETECTION CAMERA (INCLUDING PERFORMANCE PACKAGE AND BC BOTTOM OF CURB .L,.... ® WELL WELL w COUNTING MODULE) BD. BOUND EHH ELECTRIC HANDHOLE Y.``> PEDESTRIAN PUSH BUTTON, SIGN (DIRECTIONAL ARROW AS SHOWN) AND SADDLE BL BASELINE ABBREVIATIONS (cunt.) z ,�j� BLDG BUILDING 0 0.�!' O FENCE GATE POST '* EMERGENCY PREEMPTION CONFIRMATION STROBE LIGHT GENERAL J O GG GAS GATE BM BENCHMARK o BHL# BORING HOLE VEHICULAR SIGNAL HEAD BO BY OTHERS R RADIUS OF CURVATURE I � MW# MONITORING WELL VEHICULAR SIGNAL HEAD, OPTICALLY PROGRAMMED BOS BOTTOM OF SLOPE R&D REMOVE AND DISPOSE cv � fy 00 BR. BRIDGE RCP REINFORCED CONCRETE PIPE -2 yr F ® TP# TEST PIT FLASHING BEACON HYDRANT CB CATCH BASIN RD ROAD LIGHT POLE - PEDESTRIAN SIGNAL HEAD, (TYPE AS NOTED OR AS SPECIFIED) CBCI CATCH BASIN WITH CURB INLET RDWY ROADWAY " Y, COUNTY BOUND 0 ® RRSG RAILROAD SIGNAL CC CEMENT CONCRETE REM REMOVE GPS POINT CCM CEMENT CONCRETE MASONRY RET RETAIN ' Q CABLE MANHOLE Cl, SIGNAL POST AND BASE (ALPHA-NUMERIC DESIGNATION NOTED) CEM CEMENT RET WALL RETAINING WALL 't DRAINAGE MANHOLE - .-2� MAST ARM, SHAFT AND BASE (ARM LENGTH AS NOTED) CI CURB INLET ROW RIGHT OF WAY CIP CAST IRON PIPE RR RAILROAD Q Q ELECTRIC MANHOLE '"` ' HIGH MAST POLE OR TOWER CLF CHAIN LINK FENCE R&R REMOVE AND RESET GAS MANHOLE --« � SIGN AND POST CL CENTERLINE R&S REMOVE AND STACK Q MISC MANHOLE "" CMP CORRUGATED METAL PIPE RT RIGHT SEWER MANHOLE SIGN AND POST (2 POSTS) TELEPHONE MANHOLE MAST ARM WITH LUMINAIRE CSP CORRUGATED STEEL PIPE SB STONE BOUND ® WATER MANHOLE 20 CO. COUNTY SH SHOULDER 3 " '" ■ MHB MASSACHUSETTS HIGHWAY BOUND _ � CONC CONCRETE SMH SEWER MANHOLE OPTICAL PRE-EMPTION DETECTOR CONT CONTINUOUS ST STREET _-.# <_`° MONUMENT CONTROL CABINET, GROUND MOUNTED CONST CONSTRUCTION STA STATION "F v STONE BOUND TOWN OR CITY BOUND �1 CONTROL CABINET, POLE MOUNTED CR GR CROWN GRADE SSD STOPPING SIGHT DISTANCE TRAVERSE OR TRIANGULATION STATION DHV DESIGN HOURLY VOLUME SHLO SIDEWALK STATE HWAY LAYOUT LINE 's -: ] FLASHING BEACON CONTROL AND METER PEDESTAL DI DROP INLET SW -o TPL or GUY TROLLEY POLE OR GUY POLE LOAD CENTER ASSEMBLY DIA DIAMETER T TANGENT DISTANCE OF CURVE/TRUCK % ® TRANSMISSION POLE TAN TANGENT DIP DUCTILE IRON PIPE F3;} U F B UTILITY POLE W/ FIREBOX =:::.} O PULL BOX 12"x12" (OR AS NOTED) TEMP TEMPORARY DW STEADY DON'T WALK- PORTLAND ORANGE -� UPDL UTILITY POLE WITH DOUBLE LIGHT W TC TOP OF CURB -F- ULT UTILITY POLE W/ 1 LIGHT O ELECTRIC HANDHOLE 12"x24" (OR AS NOTED) DY DRIVEWAY TOS TOP OF SLOPE ELEV (or EL.) ELEVATION =$.,. �- U P L UTILITY POLE _ = _ - _ TRAFFIC SIGNAL CONDUIT TYP TYPICAL EMB EMBANKMENT BUSH EOP EDGE OF PAVEMENT UP UTILITY POLE f TREE EXIST (or EX) EXISTING VAR VARIES 0 STUMP EXC EXCAVATION VERT VERTICAL SWAMP / MARSH F&C FRAME AND COVER VC VERTICAL CURVE G WG WATER GATE WCR WHEEL CHAIR RAMP F&G FRAME AND GRATE WATER GATE pN,,, O PM PARKING METER FDN. FOUNDATION — — WG OVERHEAD CABLEMIRE CURBING FLDSTN FIELDSTONE W p WROUGHT IRON PIPE GAR GARAGE WM WATER METER/WATER MAIN r.. : ........ CONTOURS (ON-THE-GROUND SURVEY DATA) s GD GROUND X-SECT CROSS SECTION CONTOURS (PHOTOGRAMMETRIC DATA) GG GAS GATE - UNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER) GI GUTTER INLET PAVEMENT MARKINGS SYMBOLS UNDERGROUND ELECTRIC DUCT (DOUBLE LINE 24 INCH AND OVER) GIP GALVANIZED IRON PIPE UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER) EXISTING PROPOSED DESCRIPTION GRAN GRANITE UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER) - - GRAY GRAVEL UNDERGROUND TELEPHONE DUCT (DOUBLE LINE 24 INCH AND OVER) '7,, PAVEMENT ARROW-WHITE GRD GUARD TRAFFIC SIGNAL ABBREVIATIONS UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER) _ OU LEGEND "ONLY" -WHITE HDW HEADWALL CAB CABINET f r s BALANCED STONE WALL SL HMA HOT MIX ASPHALT CCVE CLOSED CIRCUIT VIDEO EQUIPMENT GUARD RAIL - STEEL POSTS STOP LINE HOR HORIZONTAL DW STEADY UPRAISED HAND GUARD RAIL -WOOD POSTS ------.._..."•.......:.:... --------: Cw CROSSWALK HYD HYDRANT FDW FLASHING UPRAISED HAND `" GUARD RAIL - DOUBLE FACE - STEEL POSTS SWL INV INVERT FR FLASHING CIRCULAR RED ....... _:...... SOLID WHITE LINE GUARD RAIL - DOUBLE FACE -WOOD POSTS JCT JUNCTION FRL FLASHING RED LEFT ARROW _._ ..� ,...:..r. _.... ... X CHAIN LINK OR METAL FENCE -` .,....... SYL SOLID YELLOW LINE L LENGTH OF CURVE FRR FLASHING RED RIGHT ARROW WOOD FENCE --.-..--.,... ....-..-.....,. BwL BROKEN WHITE LINE LB LEACH BASIN FY FLASHING CIRCULAR HAY BALES/SILT FENCE LP LIGHT POLE FYL FLASHING YELLOW LEFT ARROW TREE LINE „,",:_,:_. BYL BROKEN YELLOW LINE LT LEFT FYR FLASHING YELLOW RIGHT ARROW — — — - SAWCUT LINE - - ---oWL--- DOTTED WHITE LINE MAX MAXIMUM G STEADY CIRCULAR GREEN - — — — - TOP OR BOTTOM OF SLOPE �Y� DOTTED YELLOW LINE MB MAILBOX GL STEADY GREEN LEFT ARROW --- - — — — - LIMIT OF EDGE OF PAVEMENT OR COLD PLANE AND OVERLAY MH MANHOLE GR STEADY GREEN RIGHT ARROW BANK OF RIVER OR STREAM """`" """ """"' ""'"""" DWLEx---- DOTTED WHITE LINE EXTENSION MHB MASSACHUSETTS HIGHWAY BOUND GSL STEADY GREEN SLASH LEFT ARROW BORDER OF WETLAND ____o MIN MINIMUMYLEx DOTTED YELLOW LINE EXTENSION GSR STEADY GREEN SLASH RIGHT ARROW - 100 FT WETLAND BUFFER NIC NOT IN CONTRACT GV STEADY GREEN VERTICAL ARROW 200 FT RIVERFRONT BUFFER oBwL DOUBLE WHITE LINE NO. NUMBER OL OVERLAP STATE HIGHWAY LAYOUT DBYL DOUBLE YELLOW LINE PC POINT OF CURVATURE PED PEDESTRIAN- TOWN OR CITY LAYOUT PCC POINT OF COMPOUND CURVATURE PTZ PAN, TILT, ZOOM - - COUNTY LAYOUT P.G.L. PROFILE GRADE LINE R STEADY CIRCULAR RED ---- ---- RAILROAD SIDELINE PI POINT OF INTERSECTION RL STEADY RED LEFT ARROW - TOWN OR CITY BOUNDARY LINE POC POINT ON CURVE RR STEADY RED RIGHT ARROW PROPERTY LINE OR APPROXIMATE PROPERTY LINE POT POINT ON TANGENT TR SIG TRAFFIC SIGNAL — ® — EASEMENT PRC POINT OF REVERSE CURVATURE TSC TRAFFIC SIGNAL CONDUIT PROJ PROJECT W STEADY WALKING PERSON PROP PROPOSED Y STEADY CIRCULAR YELLOW PSB PLANTABLE SOIL BORROW YL STEADY YELLOW LEFT ARROW max. PT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVI POINT OF VERTICAL INTERSECTION F ° PVT POINT OF VERTICAL TANGENCY `��•° , PVMT PAVEMENT ,4 PWW PAVED WATER WAY IGNATURE ,� .. JOHN PLANTE PROFESSIONAL ENGINEER MA Lic. No. 38118 NORTH ANDOVER a Cp ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING DEMOLITION NOTES: GENERAL NOTES STATE FED.AID PROJ.NO. SNOT S TOTAL ETS N 1. DEMOLITION TO COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE STARTING 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL iL SELECTIVE DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES MA - 3 61 <t POINTS AND BENCH MARKS NECESSARY FOR THE WORK. ALL EXISTING CONTROL POINTS AND HAVING JURISDICTION. BENCHMARKS HAVE BEEN PROVIDED ON THE EXISTING CONDITIONS PLANS. ANY ADDITIONAL CONTROLPROJECT FILE NO. NIA c POINTS SHALL BE ESTABLISHED AND MAINTAINED BY THE CONTRACTOR. GENERAL NOTES - 2. CONDUCT SELECTIVE DEMOLITION SO THAT OWNERS'S OPERATIONS WILL NOT BE DISRUPTED. o PROVIDE NOT LESS THAN 72 HOURS NOTICE TO OWNER OF ACTIVITIES (IF ANY) THAT MAY AFFECT 2. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE PLANS, AND MASSDOT CL THEIR OPERATIONS. STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF ALL MASSDOT �� ���� „ STANDARDS AND REGULATIONS FOR USE ON THIS PROJECT. 3. SURVEY THE CONDITION OF THE SITE TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN UNDESIRABLE DAMAGE OF ANY PORTION OF ADJACENT FACILITIES DURING SELECTIVE 3. BARRICADING, TRAFFIC CONTROL, AND PROJECT SIGNS SHALL CONFORM TO ALL STATE, LOCAL DEMOLITION. REGULATIONS. AREA ADJACENT TO THE PROJECT SITE WILL BE IN USE DURING CONSTRUCTION ATOM ° o VARIOUS TIMES. THE CONTRACTOR WILL PROVIDE ADEQUATE CONSTRUCTION FENCING DURING EACH SIG=SSIONAL z 4. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST PHASE OF THE PROJECT TO FULLY SECURE THE PROPOSED SITE SUBJECT TO OWNER APPROVAL. THE JOHN P ANTE w DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. FENCING MAY NEED ADJUSTMENT AT VARIOUS TIMES WITHOUT CONTRACT MODIFICATION. ENGINE R MA Lic. No. 38118 w cry 4. THE GENERAL CONTRACTOR SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE 5. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION. THE ROADS, PARKING LOTS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. co 6. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS AND/OR BUILDINGS, FACILITIES, AND SITE IMPROVEMENTS TO REMAIN. ENSURE SAFE PASSAGE OF PEOPLE CONNECTION FEES REQUIRED. AROUND SELECTIVE DEMOLITION AREA. 6. SUBSTITUTIONS AND APPROVAL OF "OR-EQUAL" PRODUCTS IN PLACE OF THOSE SPECIFIED WILL NOT 7. USE WATER MIST AND OTHER SUITABLE METHODS TO LIMIT THE SPREAD OF DUST AND DIRT. COMPLY BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER OR ENGINEER. WITH GOVERNING ENVIRONMENTAL PROTECTION REGULATIONS. 8. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT GENERAL UTILITY NOTES SURFACES AND AREAS. 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING 9. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE START OF SELECTIVE DEMOLITION. UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORD PLANS AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED ON 10. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND CONSTRUCTION AND AS INDICATED. CONTRACTOR TO BE RESPONSIBLE FOR ANY CUTTING AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. PATCHING THAT IS REQUIRED. 11. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO 2. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING ACCUMULATE ON-SITE. PERMITTING AUTHORITY, AND "DIGSAFE"AT LEAST 72"HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 12. DO NOT BURN DEMOLISHED MATERIALS. 3. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES (INCLUDING ANY EXISTING DRAINAGE 13. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM, IF STRUCTURESIPIPES INTERFERING WITH THE PROPOSED CONSTRUCTION. IT SHALL BE THE NOT DESIGNATED TO BE SALVAGED BY THE OWNER OR REUSED. RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE EXISTING UTILITIES (INCLUDING ANY EXISTING DRAINAGE STRUCTURES/PIPES) WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON 14. IN AREAS WHERE BITUMINOUS CONCRETE IS TO BE REMOVED, THE EDGE OF ANY BITUMINOUS THE PLAN. CONCRETE TO REMAIN MUST BE A CLEAN SAW-CUT EDGE. 4. TRENCH EXCAVATIONS SHALL BE IN ACCORDANCE WITH ALL PROVISIONS OF OSHA PART 1926, SUBPART P -'EXCAVATIONS, TRENCHES AND SHORING OF THE OCCUPATIONAL SAFETY AND HEALTH'S STANDARDS AND NECESSARY TRENCH SAFETY PLANS TO THE ENGINEER AND CITY FOR REVIEW EROSION CONTROL NOTES: PRIOR TO COMMENCING CONSTRUCTION. 1. THE CONTRACTOR SHALL FILE A NPDES CONSTRUCTION GENERAL PERMIT AS REQUIRED BY THE EPA AT LEAST 14 DAYS PRIOR TO GROUNDBREAKING. NPDES PERMIT AND PLANS SHALL BE KEPT ON SITE 5. CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS AND RIM ELEVATIONS PRIOR TO CONSTRUCTION. FOR REVIEW AT ALL TIMES FOR THE DURATION OF CONSTRUCTION. 2. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE 6. THE CONTRACTOR SHALL ADJUST ALL UTILITY CASTINGS TO BE FLUSH WITH PROPOSED GRADE WITH LOCAL REGULATIONS AND PERMIT CONDITIONS. UNLESS OTHERWISE INDICATED ON PLAN. 3. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE 7. THE CONTRACTOR SHALL FIELD COORDINATE WITH THE ELECTRICAL ENGINEER TO DETERMINE EXACT COMMENCEMENT OF ANY SITE WORK OR EARTHWORK OPERATIONS, AND SHALL BE MAINTAINED POINT OF SERVICE CONNECTION. REFER TO THE SITE ELECTRICAL DRAWINGS FOR UTILITY THROUGHOUT CONSTRUCTION. SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING. 4. STOCKPILES SHALL BE SURROUNDED ON THEIR PERIMETERS WITH STAKED SILTATION FENCES TO PREVENT AND/OR CONTROL SILTATION AND EROSION. OTHERWISE SPOIL MATERIAL SHALL BE 8. CONTRACTOR SHALL PARGE LIFTING HOLES ON ALL CONCRETE STRUCTURES. IMMEDIATELY REMOVED FROM THE SITE AND DISPOSED OF LEGALLY AND IN CONFORMANCE TO ALL TOWN REGULATIONS. 5. ALL EROSION CONTROL MEASURES SHALL BE ROUTINELY INSPECTED, CLEANED AND REPAIRED OR GRADING NOTES REPLACED AS NECESSARY THROUGHOUT ALL PHASES OF CONSTRUCTION. IN ADDITION, INSPECTION - SHALL TAKE PLACE AFTER EACH RAINFALL EVENT AND BEFORE FORECASTED RAIN. 1. ALL PROPOSED CONTOURS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND DESIGNED GRADIENT ARE TO BE USED IN THE EVENT OF ANY DISCREPANCIES. 6. ALL SEDIMENTS MUST BE REMOVED PRIOR TO REACHING THE EXISTING DRAINAGE SYSTEMS AND/OR ANY ENVIRONMENTAL RESOURCE AREAS. 2. GRADING SHALL BE PERFORMED TO ALLOW WATER TO FLOW AWAY FROM BUILDING STRUCTURES, AND TO NOT ALLOW PUDDLING OF WATER ANYWHERE ON SITE. 7. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES EXTRA SILTATION FENCING FOR INSTALLATION AT THE DIRECTION OF THE ENGINEER OR THE OWNER TO MITIGATE ANY EMERGENCY CONDITION. 3. MINOR ADJUSTMENTS TO FINISH GRADE TO ACCOMPLISH DRAINAGE FLOW ARE ACCEPTABLE, IF NECESSAR)(, UPON PRIOR APPROVAL OF ENGINEER. 8. THE AREA OR AREAS OF ENTRANCE AND EXIT TO AND FROM THE SITE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT. ALL SEDIMENT SPILLED, 4. NEW PAVEMENT SHALL BE FLUSH AT ANY JUNCTURE WITH EXISTING PAVEMENT. DROPPED, WASHED OR TRACKED OUTSIDE OF CONSTRUCTION AREA MUST BE REMOVED IMMEDIATELY. 5. ALL EXCAVATIONS SHOULD BE STABILIZED BY CUTTING BACK SIDE SLOPES OR USING SHORING AND BRACING AS REQUIRED. ALL EXCAVATION AND SHORING SHALL BE DONE IN ACCORDANCE WITH OSHA STANDARDS AND 9. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE MGL CH. 149 SECT. 129A. WITH D.E.Q.E.'S (DEP) EROSION AND SEDIMENTATION CONTROL GUIDELINES, AUGUST 1983, THE U.S.D.A. S.C.S. EROSION AND SEDIMENT CONTROL IN SITE DEVELOPMENT, MASSACHUSETTS 6. ANY DEWATERING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. DISCHARGE OF SILTY OR OTHERWISE CONSERVATION GUIDE, SEPTEMBER 1983 AND ALL LOCAL MUNICIPAL REGULATIONS. "DIRTY"WATER INTO DRAINAGE SYSTEM OR ANY BODY OF WATER, WETLAND OR RESOURCE AREA SHALL NOT BE PERMITTED. 10. EROSION CONTROL DEVICES MAY BE ADDED OR REDUCED IN THE FIELD AS DIRECTED BY THE OWNER/ENGINEER. 11. THE CONTRACTOR IS RESPONSIBLE FOR REESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. THE CONTRACTOR SHALL NOTIFY THE OWNER/ENGINEER OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES WHICH MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO, EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, POINTS, SOLVENTS, GREASES, FUEL AND LUBE OIL, PESTICIDES, AND SOLID WASTE MATERIALS. NORTH ANDOVER CL ITN t�F o ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING SHEET TOTAL 04 STATE FED.AID PROJ.NO. o ^ NO. SHEETS N �"'� d'k MA 4 61 q PROJECT FILE NO. N/A ... SI ATLIRE _ ►� JO 0 HN PL _ KEY PLANS v 1 P ION SSAL ENGI EER MA Lic. No. 38118 �r t > ('!XA z Z 4 0 I 04 N 00 r IT "Ir E 'E dw' E O f t t Y f + AL O s 'E Al w, L., .,. >• S.A. ..yY<;, ;:.5`, ,.£ b ,,.rrr x';"N,. .,l f r: 9 38 , � 1,7 Y 35 8 7 1 t` �+ 5 36 :f f ,+, V 0 �<E i ❑ � � O F'r'Jam% A n �-/ „ ... ✓ < t x v h 3 ^, r � f ,. 5 ., a t t .., f ,,r .: / '!:. •:a ,. y=.b r , S3 F In , 1 t r ' ' ! 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VA L E N T t f' 1591 OSGOOD �j f'f et ti :- +oo STREET ..: _. _... ` - PT32+48.22 ,. : M .::..:. N:3092651 .8393 _r_:... , Fk e �w 5 5 �.,,,.,. 267.0� E-759983.1758 3' PCC30+02.75 R==200.00' 34+ao ._ :.: �.,.._:. N � `�---._ ,.: .,:.„ . ,.; :..:.: ' :3092407.3654 = 40'S7,f N p- p° " -- W -.�_ 8s0o „:� w..:: _ -� s E:760004.8662 ---.._ -;•.., CB=N 07°09 59 W z RT. 125 RECORD LpE N -�--_ ---a,,.., ``.".w N 03°1 1 '27" Cl 2.38 ATI "" BASELINE ALTERAQF 1�55 STATE N H.. 3 1 g ff HIGHWAY 00 W 1 ,. NO• 4324 . --- .. .. o z .:.. 55� a� 9 e { .b ,,,>r J 32� ,� , _ 00 — _ a ,.F e I CC30+00.36 4+p �_ r. . ' b N:3092405.0014 82+67.59 .. ,�„yb,, RT. 125 RECORD I 760005.1 635 N:3092367.4650 BASELINE1 g, _-•. 31 +00 E:76001 1 .2930 µ 1 12 2 7 3 8 W 9 4 7' W , �..N 2 2 7' N f (1 55) �_ CL 423 3 30+00 82 00 PROPOSED _ .. .. CONSTRUCTION 29 n: BASELINE LOCATIpN OF 1 28 o0 ., _j ALTERATION 55 STATE HIGHWAY ' --- .,_, _:. _ _:. M No. 4,324 ) ,. A=245.47' .:. t f °z PROPOSED HIGHWAY z ALTERATION R=4007.00' w �-- -....__ _ z u D=3°30'36" ;"'--- F.,.. o = : u.. , CB=N CL=245.43 s J H PROPOSED r: CONSTRUCTION / BASELINE h' ;. t 0 20 50 100 SCALE: V = 20' NORTH ANDOVER OSGOOD STREET/ROUTE 125 co _— STATE FED.AID PROJ.NO, SHEET TOTAL o N NO. SHEETS N N MA - 7 60 N PROJECT FILE NO. 140182701 �Ad 83 SURVEY CONTROL & BASELINE DATA PLANS SHEET 3 OF 5 ii �P�Ig OF" v0�a J a p L SIGNATUREry� 1 JOHN PROFES NAL ENGI R MA Lic. No. 38118 «.. 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E:760088.4835 ✓ /> E R=3375.18 K # „A .; ...� >..a.,... 8 89.78 .. ... ..........w:.n,.:.N.,,,. . � ,.... ,. , m..w.., D 7 - 2 6 x.,,..,a.,.a.,..a..:.:.:.:.....,.w,.w,.m.x,.v.,.x,m.,w,w.w.wrw.w.m.m.w,w,w,.:,:,.,:...:«..,..,......n..,n..:...,..,.,. .«..x.:. ,�.w.:.. ,. . __ .....:.....: ...«..v,.w..w,. <.m.n . . .,x ,.....,..r,«..a, « ,., N:3091998.5578 CB=,N 1 1°06'1 1 " W RT. 125 RECORD N, `« w E:760092.8274 -�— BASELINE CL=423.30' �� - 0':. �N _=N 12°27'38" W (1955) N 13°37'22 W = N 13°37'13" W(1955') �,' .,.,a..... ,.,.:..n.,n.....,: —--e -a 80+00 — T- 79+0 T— 78+0 _r 77 00 � 76+00 � 75+00 .«„«,:«„ ,,. .«<«. 27+00 26+00 200 —�-- 4 598.23' — 0 — PRC25+76.78 2 23+00 � 0'01 " W T— 22 00 4+0 0N 12 --�- °3 m,m,n,m,wn n: .,A.,, _.._..mw.«... '. , ..:. ..:,,. N:3091989.6245 £, .«'a<,. 63'a': .d!k. ,€oa?s t%.',x i'/€f/w /!r:c; a/as£r/6rleg%c/!o b/u:c�iy"ra �. 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CB=N 13°35'S7 fin/ f s- } ALTERATION «.xw sfCIL n t a xvf f t a d } sr, E, s < {«vF f , "' LOCATION OF 1955 STATE HIGHWAY s ALTERATION (LO. NO. 4324) f 0 20 50 100 SCALE: 1" = 20' NORTH ANDOVER n OSGOOD STREET/ROUTE 125 00 STATE FED.AID PROJ.NO, SHEET TOTAL o NO. SHEETS O N MA - 8 60 rn PROJECT FILE NO. 140182701 `a 88 SURVEY CONTROL & BASELINE DATA PLANS SHEET 4 OF 5 y Z S NATURE W JO N PLANTE PROFESSIONAL E GINEER MA Lic. No. 38118 l t CD , P 34 LOT 7 , F / k MAP 34 LOT > 5 r , NOW OR FORMERLY NOW OR FORMERLY , SERVICE BURY LLC ✓� £_ ALBACADO LIMITED ° # 1503 OSGOOD STREET 0 BEECHWOOD DRIVE00 }}' Z EllMZ In Z W f N+ s< s t �r W Z ! f z LOCATION OF 2008 STATE HIGHWAY !; s if z W - ALTERATION (LO. NO. 8043) 1 3 U to a , LOCATION OF 1955 STATE HIGHWAY > ALTERATION (L0. N0. 4324) _ f y N:3091036.6223 ! >_ _ F E:760325.9469 / ' , n„ r?'. S , s « .,: z 1-4 .,» w:....::..:..:...«„«„N,:..»..,,...,«„»,.»,.,,:,.,.,.»«, ,. RT. 125 RECORD —� BASELINE N 13°37'22" W = N 13°37'13" W(1955) ^ «:.:.:..::....,..:.: ......«...,,«. ,.,.... .,...,<..,.,..:�.:�,.�,.«::«, G' 74+00 73+00 72+00 71 +00 70+00 69+00 3 a.. !'`� n.b /aiq .1//.N/G/ m v ,� t �, �/a'y/ � gF f � i /. n,. <:.,,: F.d F v,:st:Gx, .rrl £4 "'9,.'s%!b'/firm.:,: ! �.> .:.e 'pd,'� 483. 7 ' _.... ,,...,.:u».v».,::�,<W— N 13°29 33 W 19+00 H, u, 18+00 17+00 16 00 19+70.88 "— N:3091398. 1 160 PROPOSED t E:760217.9674 CONSTRUCTION BASELINE N «. t s ., : mob. .N' r�, , A 4 /J / } f. r� i w..w. .« ,.». / F. .', E n PROPOSED HIGHWAY s , ALTERATION LOCATION OF 1955 STATE HIGHWAY ALTERATION (L0. N0. 4324) «..,,. vr.4 , , <u ' M !n S ;;'s. r f'. . �' : z LOCATIONAY } OF 1992 STATE HIGHWAY 3 } / ALTERATION (L0. N0. 709.2) , f i S > 0 20 50 100 SCALE: 1" = 20' NORTH ANDOVER CL 04 OSGOOD STREET/ROUTE 125 1p SHEET TOTAL (D 00 STATE FED,AID PROJ. NO. 04 NO. SHEETS CD 04 MA 9 60 c� C6 PROJECT FILE NO. 140182701 C> 0 83 SURVEY CONTROL & BASELINE DATA PLANS SHEET 5 OF 5 ii �JK OF A� 0 w F- H z PARK'NG AF""' 0 J SIGN RE w ..... JO PLANTE Z) PROFESSIONAL EN INFFR MA Lic. No. 38118 V 4 1 C> g 04 ------------------ .......... ....................................... 5 00 C) V" r....... T MAP 34 LO 16 NOW OR FORMERLY ----------------------------------------- 'h POLICE-- 1­10 0 `/ 'T 4�j 0) 0 1 z A co # 1475 OSGOOD STREET lui (jh Z z C Z Lu ox - ----- 0 cl) ✓ O ✓ .............. O ........... C) w. b. SIGN 4- LOCATION OF 1955 STATE HIGHWAY # G LOCATION OF 1992 STATE HIGHWAY ALTERATION (LO. NO. 4324) ALTERATION (LO. NO. 7092) _7711 3 'x"J "X Yl ......................... ..................................... ...... A=166. .......... N R=751 .00 F, r Q'Q R f D 12*43'05" A. T_ 5 RT. 12 RECORD CB=N 07*08'01 W f ASELINE CL= cl 166.36' _771� ........ 68+00 RT. 125 RECORD REEill"-�.R SE STA. 67+ 16.00 BK. (1961 ALT. BASELINE r 6 0 3"5 6 STA.C-T 67+ 16.19 AHD. (1955 ALT.) N 3 E. N:3090857.9833 E:760369.2390 15+0 14+00 66+00 ......... ........... PT1 4+8_/ .61 4 N:3090928.1 798 '7 . .......... E:760330.7246 " g ✓ .......... 4 ............. 0 2 0.47 ' N N 00 Jf, "L 2 ---—---------------- ... ...... f 4628', 00--- ,o 1.12' 0 0/0 j; .ems'p;N" Cl .......... _54 rl�ll' 6 4 N "1.38' 72 7 60 7, __­.............. 12)PC 13+20.90 +00 10 N:3090763.1091 PROPOSED 64 -00 p LOCAT/ON E:760351 .3835 CONSTRUCTION ....... r: ASTCR,1,0-,OFN 992 BASELINE (Lo. ATE H/C/_jW No 09 AYE PT1 2+00. ......... 2) N:3090642.7055 .............. E:760353.011 2 .............. % A=200.49' R=2000.50' ............ D=5*44'32" ...... '36'56" E CB=N 02*05'48" E S 88 --.. ....... ...._'a CL=200.41 ' ......... 10+00 ......... N:3090442.4333 E:760345.6797. 0 20 50 100 83 SCALE: 1 20' v I ,;IN ;x". b NORTH ANDOVER a ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING STATE FED.AID PROJ.NO. SHEET TOTAL N NO. SHEETS N MA - 10 61 0. RT. 125 PROP. CONSTRUCTION BASELINE PROJECT FILE NO. NIA � 0 RT. 125 RECORD BASELINE TYPICAL SECTIONS SHEET 1 OF 3 0 EXIST. SHLO (80') W APPROXIMATE LIMIT OF EXIST. PVMT z X = 0 PAVEMENT NOTES 13 6.5 w _ � w � SHOULDER VARIES 3'f -1.2't � w PROPOSED RESURFACING MILLING AND OVERLAY (MAINLINE) SHOULDER X a PROP 12.00' WIDE PERVIOUS SURFACE COURSE: 1.5" HMA SURFACE COURSE SUPERPAVE SSC-9.5 OVER va PROP 6.50 WIDE 2 11' 11' 10, 11' 11' w d p PAVEMENT SHARED USE PATH GRASS STRIP �- o- TRAVEL LANE TRAVEL LANE LEFT TURN LANE TRAVEL LANE TRAVEL LANE 1/20 GAL ASPHALT EMULSION FOR TACK COAT (RS-IH) OVER O a SLOPE 1.5%t SLOPE 2°!of PAVEMENT MILLING: 1.5" PAVEMENT MICROMILLING SLOPE 2%± co PROPOSED FULL DEPTH CONSTRUCTION > 4 FEET WIDTH -.•.,.._:.:,...,.,w.,.,.,..::,_,:,. ...:._,_. r t EXIST. CURBiEOP TO REMAIN SURFACE COURSE. 1.5 HMA SURFACE COURSE SUPERPAVE SSC-9.5 OVER PROP. GRAN CURB TYPE VB PROP. PAVEMENT MILLING AND OVERLAY EXIST. SUB-BASE J 1/20 GAL ASPHALT EMULSION FOR TACK COAT (RS-IH) OVER LIMIT OF WORK MEET SITE PROP 6" LOAM & SEED (1V:6H OR FLATTER) EXIST. GRAY SURFACE �+ PROP. PAVEMENT MILLING AND OVERLAY MT Off/CUT ALONG LANE LINE TOMEET XIST. APPLY LIQUID IPV D INTERMEDIATE 2" HMA INTERMEDIATE COURSE - SUPERPAVE SIC-12.5 OVER TYPICAL ECTION ASPHALTIC SE COURSE: OSGOOD STREET 1/15 GAL ASPHALT EMULSION FOR TACK COAT (RS-1 H) OVER BASE COURSE: 4" HMA BASE COURSE SUPERPAVE SBC-25.0 OVER STA 17+20± TO 1 $+44± SUB-BASE: 6" DENSE GRADED CRUSED STONE FOR SUB-BASE OVER 10" GRAVEL BORROW, TYPE b RT. 125 PROP. CONSTRUCTION BASELINE FULL DEPTH CONSTRUCTION < 4 FEET WIDTH RT. 125 RECORD BASELINE SURFACE COURSE: 1.5" HMA SURFACE COURSE SUPERPAVE SSC-9.5 OVER EXIST. SHLO (VARIES) 1/20 GAL ASPHALT EMULSION FOR TACK COAT (RS-IH) OVER FULL DEPTH CONSTRUCTION O APPROXIMATE LIMIT OF EXIST. PVMT O INTERMEDIATE 2" HMA INTERMEDIATE COURSE - SUPERPAVE SIC-12.5 OVER = _ COURSF: W 1/15 GAL ASPHALT EMULSION FOR TACK COAT (RS-1 H) OVER SHOULDER VARIES 3't -1.2't SUB-BASE: 6" HES CEM CONC BASE w SHOULDER 2' S � LEVEL WITH TOP OF EXIST. REINFORCED CONCRETE BASE EXIST. GRADE 11' 11' 11' 11' 11' w OVER TRAVEL LANE TRAVEL LANE LEFT TURN LANE TRAVEL LANE TRAVEL LANE 6" DENSE GRADED CRUSHED STONE SLOPE 2%t SLOPE 2°!of :_::..,. SHARED USE PATH: M, , , ::w::ry,:,,,:, SURFACE: 3" POROUS ASPHALT OVER ' 'h�sl gF — — T,:. ; EXIST. CURB/ PROP. PAVEMENT MILLING AND OVERLAY EXIST.SUB-BASE EOP TO REMAIN FOUNDATION: 1" NO. 8 STONE OVER 6" NO. 57 STONE OVER 8" NO. 2 STONE CEMENT CONCRETE SIDE WALKS AND WHEELCHAIR RAMPS EXIST. GRAV SURFACE SURFACE: 5" CEMENT CONCRETE WALK SURFACE TYPICAL SECTION SAW CUT ALONG LANE LINE PROP. PVMT 400OPS1, 3/4", 610 OVER PROP. GRAN CURB TYPE VB OVERLAY TO MEET EXIST. APPLY LIQUID FOUNDATION: 8" GRAVEL BORROW, TYPE b OSGOOD STREET ASPHALTIC SE NOTES: STA 11 +78± TO 16+44± PROP. PAVEMENT MILLING AND OVERLAY 1. PAVEMENT MILLING SHALL PROVIDE A 2% CROSS SLOPE FOR ALL NORMAL SECTIONS LIMIT OF WORK MEET EXIST. AND SHALL MAINTAIN ALL EXIST. SUPERELEVATIONS AND TRANSITIONS. 2. ASPHALT EMULSION FOR TACK COAT SHALL BE GRADE RS-1 H. 3. ALL SIDEWALK CROSS SLOPE SHALL BE 1.5% WITH A CONSTRUCTION TOLERANCE OF 0.5°lot 4. PAVEMENT DESIGN IS PRELIMINARY AND WILL BE REFINED UPON COMPLETION OF SOIL TESTING AND COMPLETION OF SOIL EXISTING PAVEMENT CORES. FIT. 125 PROP. CONSTRUCTION BASELINE RT. 125 RECORD BASELINE I EXIST. SHLO (VARIES) I 0 APPROXIMATE LIMIT OF EXIST. PVMT O cn 1- SHOULDER VARIES 31t-1.2't cl) SHOULDER U) X w EXIST. GRADE 2 VARIES — 11' 11 11' w TRAVEL LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE SLOPE 2%t SLOPE 2%± EXIST CURB/EOP TO REMAIN EXIST. CURB/EOP TO REMAIN -- J — — LJ EXIST. GRAV SURFACE EXIST. SUB-BASE SAW CUT ALONG LANE LINE PROP. PVMT OVERLAY TO MEET EXIST. APPLY LIQUID PROP. PAVEMENT MILLING AND OVERLAY SAW GUT ALONG LANE LINE PROP. PVMT OVERLAY TO MEET EXIST. APPLY LIQUID ASPHALTIC SE ASPHALTIC SE TYPICAL SECTION OSGOOD STREET PROP, PAVEMENT MILLING AND OVERLAY STA 10+80± TO 11 +7$± e .+JI j GNATURE JO N P Y JET PROFESSIONAL ENGINEER MA Lic. No, 38118 NORTH ANDOVER ° ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING EXIST. BUS LANE TO BE REMOVED. STATE FED.AID PROJ.NO. SNO.T SHEETS I TOTAL L MA - 11 61 Q p RT. 125 PROP. CONSTRUCTION BASELINE N J PROJECT FILE NO. NIA RT. 125 RECORD BASELINE ° TYPICAL SECTIONS SHEET 2 OF 3 VARIES w EXIST. SHLO (63't) 0" Of*4r , � J APPROX. LIMIT OF EXIST. PVMT (VARIES) J ' y� �0 'v i E 0 ! ^, Z U) c, G!VfL VARIES 3 t -1.2 t N O. SHOULDER � � � �Q. 38118 PROP 12.00' WIDE PERVIOUSa T uj o PAVEMENT SHARED USE PATH SHOULDER . . 2 VARIES 11't - 2't Xis a ' a 13' 6.5' 11' 11' — 11' 11' w SIGNATURE Y w PROP 6.50'WID TRAVEL LANE TRAVEL LANE MEDIAN STRIPING TRAVEL LANE TRAVEL LANE JQHN LANTE a GRASS STRIP PROFESSIONAL ENGIN MA Lic. No. 38118 SLOPE 1.5%t SLOPE 2%± SLOPE 2 of co PROP. PAVEMENT MILLING AND OVERLAY EXIST. SUB BASE PROP 6" LOAM & SEED (1V:6H OR FLATTER) EXIST. GRAV SURFACE PROP. PAVEMENT MILLING AND OVERLAY LIMIT OF WORK MEET SITE PROP. GRAN CURB TYPE VB SAW CUT ALONG LANE LINE PROP. PVMT OVERLAY TO MEET EXIST. APPLY LIQUID TYPICAL SECTION ASPHALTIC SE EXIST. CURB/EOP - EXIST. RAISED MEDIAN OSGOOD STREET TO REMAIN EXIST. BUS LANE TO BE REMOVED. TO BE REMOVED. STA 25+30± TO 31 +45± = RT. 125 PROP. CONSTRUCTION BASELINE c~n VARIES X EXIST. SHLO (63't) RT. 125 RECORD BASELINE ` W APPROX. LIMIT OF EXIST. PVMT d J U SH OLDER VARIES 3't-1.2't p 12.5' SHOULDER U) Lu vn PROP 12.00 WIDE VARIES 11't - 2't X PERVIOUS PAVEMENT 6.5' 12' 2' w O SHARED USE PATH PROP 6.50' WIDE BUS DROP-OFF AREA TRAVEL LANE TRAVEL LANE MEDIAN STRIPING TRAVEL LANE TRAVEL LANE a GRASS STRIP VARIES 0't - 12't SLOPE 1.5%± SLOPE 2%± o SLOPE 2lot / f „✓... ¢ 3' .i.'.s xy ._ s ,. s , f EXIST. CURB/ PROP. PAVEMENT MILLING AND OVERLAY �.... EOP TO REMAIN EXIST. GRAV SURFACE EXIST. SUB-BAS PROP 6" LOAM & SEED (1V:6H OR FLATTER) PROP. (PAVEMENT MILLING AND OVERLAY PROP. GRAN CURB TYPE VB FULL DEPTH CONSTRUCTION SAW CUT ALONG LANE LINE PROP. PVMT LIMIT OF WORK MEET SITE TYPICAL SECTION OVERLAY TO MEET EXIST. APPLY LIQUID ASPHALTIC SE EXIST. RAISED MEDIAN OSGOOD STREET EXIST. BUS LANE TO BE REMOVED. TO BE REMOVED. STA 23+26± TO 23+86± AND STA 24+66T TO 25+30± cn RT. 125 PROP. CONSTRUCTION BASELINE cn T. 125 RECORD BASELINE w EXIST. SHLO (63't) R VARIES O APPROX. LIMIT OF EXIST. PVMT = o SHOULDER VARIES 3't-1.2't F: m: 18.5' W SHOULDER 2'p 12' 11' 11' VARIES 11't -2't 11' 11' w PROP 18.50' WIDE PERVIOUS PAVEMENT © SHARED USE PATH AND BUS LANDING BUS DROP-OFF AREA TRAVEL LANE TRAVEL LANE MEDIAN STRIPING TRAVEL LANE TRAVEL LANE a O �= SLOPE 1.5%± SLOPE 2%± a- SLOPE 2%± , ,." < ,:< ,,� .'• E, � ,' . � f G f� � y �-- XIST. CURB/ — : EOP TO REMAIN PROP. PAVEMENT MILLING AND OVERLAY EXIST. SUB-BASE PROP. GRAN CURB TYPE VB EXIST. GRAV SURFACE PROP. PAVEMENT MILLING AND OVERLAY LIMIT OF WORK MEET SITE FULL DEPTH CONSTRUCTION TYPICAL SECTION SAW CUT ALONG LANE LINE PROP. PVMT OVERLAY TO MEET EXIST. APPLY LIQUID OSGOOD STREET ASPHALTIC SE STA 23+86± TO 24+66± NORTH ANDOVER ° ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING STATE FED.AID PROJ.NO. SHEET TOTAL N NO. SHEETSl.N CL RT. 125 RECORD BASELINE AND PROP. CONSTRUCTION BASELINE MA - 12 61 d PROJECT FILE NO. N/A N c 0 EXIST. SHLO (65') _ TYPICAL SECTIONS o 0 APPROX. LIMIT OF EXIST. PVMT SHEET 3 OF 3 CL VARIES 3'f -1.2't O ���� SHOULDER = w VARIES SHOULDER cn o c, a� t z r N E 0 i i_ TRAVEL LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE w q` 1 SIG ATURE JOHN -..__ a SLOPE 2%t SLOPE 2%t PROFESSIONAL ENGINE MA Lic. No. 38118 } 2:1 SLOPE _.,.,_, _, _ EXIST. CURB/EOP �I PROP. PAVEMENT MILLING AND OVERLAY TO REMAIN EXIST. SUIB-BASEco EXIST. GRAY SURFACE SAW CUT ALONG LANE LINE PROP. o EXIST. CURB TO REMAIN PROP. PAVEMENT MILLING AND OVERLAY PVMT OVERLAY TO MEET EXIST. r APPLY LIQUID ASPHALTIC SE EXIST. GUARD TYPICAL SECTION RAIL TO REMAIN OSGOOD STREET STA 37+97± TO 38+55± RT. 125 PROP. CONSTRUCTION BASELINE O RT. 125 RECORD BASELINE O = cn VARIES X EXIST. SHLO (74') w p O ui a) a RESET EXIST. SHOULDER APPROX. LIMIT OF EXIST. PVMT O GUARDRAIL VARIES 10't- 2't U a PROP. GRAN 2' 10' 11' — 11' — 11' — 11' w CURB TYPE VB RIGHT TURN LANE TRAVEL LANE TRAVEL LANE MEDIAN 'TRAVEL LANE TRAVEL LANE LIMIT OF WORK MEET SITE SLOPE 2%t SLOPE 2%t s 2.1 SLOPE TO BE STABILIZED WITH w .. ;.. EXIST. CURB/EOP TO REMAIN PROP. PAVEMENT MILLING AND OVERLAY RIP RAP EXIST. SUB-BASE o SAW CUT A ONG LANE LINE PROP. 001EXIST. GUARDRAIL EXIST. GRAV SURFACE �' � �` k� � TO BE MOVED �,y,.f, f,,,y�,,,, �-�-,._ PVMT OVE AY TO MEET EXIST. PROP. PAVEMENT MILLING AND OVERLAY APPLY LIQUID ASPHALTIC SE EX. HEADWALL TYPICAL SECTION OSGOOD STREET PROP. MODULAR 4' SHOULDER, 2' MIN. FROM BACK OF GUARD TO SLOPE STA 35+03± TO 37+97± BLOCK RET. WALL RT. 125 PROP. CONSTRUCTION BASELINE RT. 125 RECORD BASELINE ----- 24' EXIST. SHLO (66") O O o APPROX. LIMIT OF EXIST. PVMT w SHOULDER 0 PROP 12.00' WIDE PERVIOUS VARIES 3't-1.2't SHOULDER U) Q X 2 PAVEMENT SHARED USE PATH W 12.5' — 6.5' 11' 11' 10, Z11' a PROP 6.50'WIDE TRAVEL LANE TRAVEL LANE LEFT TURN LANE TRAVEL LANE TRAVEL LANE GRASS STRIP SLOPE 1 5%t SLOPE 2%t SLOPE 2%± EXIST. CURB/EOP ,... ..,: ..,. TO REMAIN LIMIT OF WORK MEET SITE PRO:'. PAVEMENT MILLING AND OVERLAY EXIST. SUB-BASE PROP 6" LOAM & SEED (1V:6H OR FLATTER) EXIST. GF AV SURFACE SAW CUT ALONG LANE LINE PROP. FULL DEPTH CONSTRUCTION PVMT OVERLAY TO MEET EXIST. PROP. GRAN CURB TYPE VB APPLY LIQUID ASPHALTIC SE TYPICAL SECTION OSGOOD STREET L PROP. PAVEMENT MILLING AND OVERLAY STA 31 +45± TO 33+99± y MAP 61 LOT 66 R d NOW OR FORMERLY NORTH ANDOVER 9� f CAREY STORAGE 1 LLC ROUTE 125 (OSGOOD STA AT OSGOOD LANDING ti XoQI701 ascaaD HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS SHEET TOTAL STREET f a STATE FED.AID PROD.NO. NO. SHEETS N n r n„ NONE SHEETS 39 & 41 NONE SEE BELOW MA - 13 61 ? \ \ 04 PROJECT FILE NO. N/A �, ,• -:. --- ------ �may_ I O CONSTRUCTION PLANS 1`955 STATE HIGHWAY SHEET 1 OF 5 a MAP 61 LOT 16 ' f { ) MAP 34 LOT 1 r NOW OR FORMERLY ALTERATION LO. NO. 4324 TD J1679 OSGOOD NOW OR FORMERL Y RUSSEt L MOSCHET TYLER D. MUNROE `��'��f + r, �i► 100' WETLAND #16�9ROETaOD STREET J (0s, ,�0BUFFER AREA z 0 I M, £ a J 0040 �''�O SAWCUT AT SHOULDER ^ d LANE LINE s z Vco ��, f <r e SIGZZNAL T '�° o JOHN P ANTE v 00 25 REC�JI 'NS.F.I~fihlE o M RT. 1 ENGINE R MA Lic. No. 38118 i s' y >, s ,s f ' 8 RT. 125 RECORD PR d t 00 BASELINE OP CONSTRUCTION BASELINE ` 0 PROP MAST ARM ' `' SEE TRAFFIC PLANS (TYP) : �.'` . J F k ' M 16 :. 9© PROP. STEEIV GUARp IL 11 0 "— 00 s PROP MILL & OVERLAY``'— 0 " m - - w, (TYP) _® _- " t; 13- 15 13- 14 36+00 8&+ f 12 13— 35+00 g�+00 10A 13—9A —4o-- 13-5 13- 7 R & D EXIST�"' _-,-►. ---- t� — , CURBING `e 1 _ PROP MAST ARM, i t s SEEy TRAFFIC 177 13-6A _ A ' M E ET,..&..,MATCN-i — h EXIST. CURB, _ M ---� , Ilk i� , n,: 0 : r f .:..... E y f ,...,,.,.:n.. : ,:.., �,� GUARDRAIL RAI L ff ~` �— PROP FULL DEPTH 1 GUARDRAIL L CONSTRUCTION Y...... PROP STEEL GUA {T P) .I PROP GRANITE CURB ' SIGN BY F'HERS R&R EXIST. TYPE VB £ _.,..., — ..,..:,. 3 PROP CEM £ ,.. LIGHT 50'"`NE)' Q,ILD WETLAND BUFFER R & D EXIST CURBING CONC WCR Y STRUCTURE (T P) d WORK ......... f PROP RET WALL `"" '`— ---r --'' PROP PEDESTAL POLE,..d ... , " „. 4 ll T WORK ME ET SITE O 25� NANO Dk€�-TURD WET-LA1�f3�B�JFF"ER ..:,,. , w ,,.. _..., s �._ �¢, .....: .:.._... t „ .....,: ;�EE��TL� F#C F�LAf�S� r�TYP) F.,..,.,,., WETLAND LIMITS SAWCUT 12" FROM Et3Gf=� "' I f O _„",dMIN < :Su f ' F PROP LANE WIDENING 4 � S ....- f, £ s S S£ 5 Y 5 5 h; LEGEND X„ 5 FULL DEPTH CONSTRUCTION } 5, CEMENT CONCRETE WHEELCHAIR RAMP HIGHWAY GUARD DETAILS STEEL W BEAM HIGHWAY GUARD (SINGLE FACED) STA 35±09 TO 37±27 R AND STA 34±39 TO 34±87 L 0 20 50 100 s £ SCALE: 1" = 20' f , NORTH ANDOVER °- ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS s SHEE NO.T SHOEETS TAL STATE FED.AID PROJ.NO. NONE SHEETS 39 & 41 NONE SEE BELOW MA - 14 61 Q PROJECT FILE NO. N/A N PARKIN' " _ CONSTRUCTION PLANS a Z > < : s a SHEET 2 OF 5 MAP 34 car 2 3 i • C� Jl NOW OR FORMERL Y o .+ q ; 4 i u BEM REAL TY LL C �' ¢` in r r y #1635 OSGOOD AfAP 34 LOT 3 STREET NjtV FOR FORMERL YCL i fi.627 OSGOOD D + �l, MAP 34 LOT 4 TY TRUST € z ,l 1" 7627 OSGOOD N091 OSGOOD TRUST 00 STREET NOMINEE TRUTH o J 1591 OSGO01 .:d' =i STREET o s, N 0 , e l i b .................+, ,:...... i i % 5 i r ' al,.M f S : l < S + f : J 74 y F f V s r�> ='WETLAND LIMITS O M '< l= SIGN URE k ,✓ t ✓'sF ,f < LOT 44 o r _ f/ +' {" l +:.:.:..,.,«. NOW ORMAP 4FORMERL Y AL EN M -' s < w 2 MARK A TINOM z .,, 25' NO DISTURB WETLAND ` Zoz ~ + YJ1591 OSGOOD M:::vzPROFESSION IcwBUFFERSTREET z wOx 50' NO BUILD WETLAND BUFFER14t if f` l t' , f } 12 2 3 £ 11 q 1955 STATE HIGHWAY s t F µt j 32 ALTERATION O. NO. 4 ) s 87 '"""°�` ,_ 100' WETLR['�D BUF ER AREA f +. 1 fF ?. S " SAWCUT AT SHOULDER LANE LINE pp -.,.,.�, .., PROP MAST ARM, g > t 6+pp SEE TRAFFIC 'n^"�... `� �.. RT. 125 RECORD w p" BASELINE —— y l _ �`-- — k p f7 , / p —.�.,►>. 32-f R & D EXIST __. �z:...................... — 00 S CURBING — — --- 3� 125 ... �.....................................•... ... P RO P M E R L.AY (OSGO...................................... - --- 125 0 MILL � d: .._:, ........'. BASELINE p STREET) ...•.•.•:::...........':,.. ::.....«,. .. —"'."" .83.+ PRO CONSTRUCTION BASELINE :.... R&R EXIST. ..................... ::: --� ...................... ............. ' -- --� ....................... ..... _ a , �— 30+ 00 --� LIGHT 3 — _ ... ................. .. 0 81 +00 t — 82+ s::;Jj ................................. ...•......... l5` r n_ -_ STRUCTURE 1�., -�""" -� 2g - ,l q x +00 —T-- PROP FULL DEPTH ..... ~�-µ ..... ... .. .. ... . K — w._ 28 ......'.... 4 1� l f� F +00 M y ... .. ,. ... .. a l /F CONSTRUCTION (TYP) .._. ... l / > _..: / PROP 6.5 WIDE GRASS G a' F _° 5. • ... STRIP LOAM AND SEED � '°�• .• •• ' > .....::. , is .:: ::. ,. ,' �• < .s ,..... -...... ............ ..... PROP 12. WI ;. . — O 0 DE PERVIOUS ". .,«... ,. > s, .... .- .. .. .......'s.•.. ......... .,. .... PAVEMENT SHARED USE PATH "1 s .... .. .....'i'.'...... ... ,a PROP GRANITE CURB -_:.. »''z'' ••• - :• i — •--- ........ ...... : w +,.. .,. .. TYPE R&R EXIST. ........ S LI H G T y,. B ING EX`i' T C Lt .....Ft & D ... �.. STRUCTURE •L UC RE r l h. s / y, SIGN S'. yQ7 HF�tSM. SAWbUT 12 FROM E9"GE OF PROP LANE WCDEI�I. I�GP ` PROP GRANITE l r, : CURB TYPE VB. ss . <, PROP GRANITE CURB m TYPE VB s R&R EXIST. LIGHT STRUCTURE s IMIT OF W< tL OINK MEET SITE WOR =t ` 3 : s S J LEGEND g ti < - FULL DEPTH CONSTRUCTION s t _+. ..+_...... t ` � CEMENT CONCRETE WHEELCHAIR RAMP EM 5 3 ..,t .t... , ........... ...,..., .I S .,. ......... % .7t{� s; 6, c r' s } { p _ / l a f HIGHWAY GUARD DETAILS / s ., ........ .......>,.,.... £.,.,..... ........,.<......... ......,....... .,,..,..s '£,...,.,.. .,,... .......... ...,...,........................ £ # ......,. ............... ..,,..,.,......... J� f £. 5 � _ I STEEL W BEAM HIGHWAY GUARD (SINGLE FACED) STA 35±09 TO 37±27 R t� AND STA 34 39 TO 34 87 L ., — — S } �' 3, .,........ , S rfs s ... ...� �..:......,v.,e.......:............. .......�........._..... .... S� ;�'l 1 11 £_ 0 20 50 100 RK]j f SCALE: 1" 20' ,. c. ..,...., : z s f y "I. NORTH ANDOVER N ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING ti HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS SHEET TOTAL Y - — - STATE FED.AID PROJ.NO. NO. SHEETS N NONE SHEETS 39 & 41 NONE SEE BELOW MA - 15 61 0- PROJECT FILE NO. NIA 0 CONSTRUCTION PLANS SHEET 3 OF 5 ° ��of d � MAP 34 LOT 42 ' NOW OR FORMERLY ; ! _MICROWAVE ENGINEERING `� `� . CORPORATION I «._._,., Z MAP 34 LOT 4 JE #1551 STREETODD NOW OR FORMERLY o 1591 OSGOOD T6,,UST SIGN TU U NOMINEE TRUST '" PROFESSIONAL JOHN PLANTE i k ENGINEER MA Lic. Na. 38118 #1591 OSGOO � STREET o r. 1 c 4 i I MAP 34 LOT 41 ,.,,,,_»NOW OR FORMERLY � �t: �.:,«,,,,._ « � .,,,,�,», ,�, , .,»•,»._._.,.„»»_,.N r.. .,.«._ .....,.,,, MICROWAVE ENGINEERING «,»,.,,,.,» "...». . ... }. { ..,, ...,, ,•„ ..,,.."...,.:,,..,,..,,..,.,.r�,.,,.•:W,..,,,,.,., ..,r.::,,. -.,..,�•,.,. -._,,,..,».,,,:..•,.,•.«•....,...•,.r,.:.•,:.,,:.,,:.,.w, ,,r�..,...:�r.»„»:..,. •,•.•.,. ....�...,«..",...,.w,.H,,,,,,,,,,,,,,;».w.a,._..,n..,a.-r.,.,:.,:,,:....,....,r..w,:,-.:..:: CORPORA I N 111581 OSGOOD STREET „ ., ,„r A f x M Z '• y,r q z r; h �,•,LU W of Z W 0 Z ,3',,. C v! AREA ..... • .„ 5 PROP CONSTRUCTION f ° BASELINE y ,r RT. 125 RECORD BASELINE j 1955 STATE HIGHWAY ALTERATION (LO. NO. 4324) s. y£ z , 5 SAWCUT AT SHOULDER LANE LINE """" if 5 f G'''N a...''t 3 (C'Y r '< a — ,,.w,..•<. >,, .M. _ ...... .: ,,..„..„:::,:::,,„... it ,r q f > —— T. 125 RECORD BASELINE 80+00T— _ 79+00 78+00 77+00 70+00 75+00 SAWCUT 12" FROM EDGE OF PROP LANE WIDENING 27+00 26+00 T® 1 2C (,� SGOOD 25+00 PROP MILL & OVERLAY � 24+00 � �_ +00 T� � STREET) (TYP) 22+00 R G , , r<rr,,,,J„ ---- — m K 9>. 99 ,::.: nmmr , rr �.; .!....:_.r rr,„r rr r. .. .. .. .......__... -� "„.. .:....•. ,. ........:::, -...,.r.,...E rn,@r..,.9,..r... .r.".....s.,...:.r..... ,i,.,..,.,....,...,, ,,.,.,...........,.....,...-- .............,:':.n..l,.,._,o�.._.o.o..n:..,r i....,«...rs..,_v...,._s..,.z".,.....s:•,....._........., m,.m,..x.....,,..o.....n.....n.n. n.A....'.....r.-.a. :.:.o.,,...,..,..:... „..m..,..m..,..m..,..m.,a. r,,9,.<.9....,,s;..%��r/ ..,.-.........«. ,x r.........!�� s" : !..r,-;-:-.. Tr.r. r b ,.r ,.: ....,, . :.lm✓!rH.:d.., 7 rsm fw,r ,.„.>„H,".<,»... ._:,.:>.>, r.r�:;.s s s s s>s " .•;: ,. .,:> '«;; .,c; o ': .s:v.., s �,,»„-.----__ .." ,.. ,.ss.�; s. ,..._ss....... .......... _.......::. . ......... ..,.,.,, ......:,.... .... ....,::,..,.s , , ..,.,,, .,,«,.«, , .. .r<r r r..0 `. ...J., v .... ...,... ..,..b .... .,,,. .,i 9r..r+ ,�ri Y..rx' ..m m.:•,wr 'rrrirr.nr r"m rn m.in.r,.. ..;' >. r7 dJiN,.b.L.I,7,...,"„ .. . .. .,..,,. 71 ,:., ��.•...• .. ... ... .. ». 'N,of n,n, r:b:r ,rn. �3"i. ,,.. ....:f>tfdK.bK.,. K.,....l...n..rr�L'...t2..K.5F.GYT..m ..,....... ,..>r' �, ,„ ... ....,..:.. , > r_ ..%.Lr ,.......,.a t .. ............... X.. .......... .......... ....... ........ .. .. ....•... ................. .... .. .. ......... .. .............. .... .... ....... ................... ......... .. ........... .. ...... .. ...... .... ,. ........... ........ ..... ..."„.:, .....•.•.•.....•..••.. .•.....•..•..,.........�:`!o ......•.«.•.•.•.•.•.................. ...........•.•.•....•.•..• .. .•..•..•.•.•.•.•.•.•.•.•...... .•.•...•. .•.•.•...• ................ ......•.....•.. ............. .....•.•.•.....•.•.•..•.•..•...•. ,w,.,.,r,,:, _..,.,,• »•:, .......,.... .. ... .. ... ............................ .. .,.. .......... .... .. .« ........ ., . .............. .... ,:, ... ., ... ....................... ............................ ... ...... .............. .. .. ......... ,. ...... .. ...... .......................... ... „r,•r ................................... ...... ... .. .... .......... .. ........... ..... .. .... ......... .. ........... ........ .. .......... . .r.r.i, yY w,.,:«.,«.•,....:..,...n..«..«+.vw.....v..m+vm.»._ ... PROP WI© • RA 'r H,.�,.� , .,...,.,: ».,».,..,.:, ,.w,.w,«. .:...,.. � ,, H:w ... ... ........ m«......._.__,_...... STRIP LOAM Ah(` SEED , .. ,.,.,. ....................:....... :...............,.,...,:N.:_.._.,_„»„»„_„_.,»..w.,«.,«.,..„,^_,..,,.^,,.• .........................: ...... ..... vrr Lsn srr�sv� �. •".o-r...'wa F` R., 'D EXIST CURBING PROP FULL`�3EPTH �,G s°° STRUCTURE R&R EXIST LI ,n,. MTA BUS STOP I pNS:�`RUC�ION {TYP) "`«""`"r' "` PROP 12 0' WIDE PERVIOUS .......... .... PAVEMENT SHARED USE PATH , "t &,D EXIST PVMT ALONGn ,,..,. .. WEST RN SIDE OF SAW.w ULEGEND T LIN » «. ' -.x x % °a i ^o. ) F>. ,..,•. r „ « �•;,r - � PROP GRAN la9 �, FULL DEPTH CONSTRUCTION A BENCH AND TRASH RECEPTICAL GRANITE CURB TYPE VBA � :> TO MEET MB TA STANDARDS ! , WHEELCHAIR RAMP f k ® CEMENT CONCRETE WHE C ' R & D EXIST RAISED ISLAND AND CURBING HIGHWAY GUARD DETAILS „" (SINGLE FACE STA 35 09 TO 37 27 R b.. �, GUARD { ) "'- STEEL W BEAM HIGHWAY G AND STA 34±39 TO 34+87 L i N z t „ f. 50 100 r , r SCALE 1 20 } NORTH ANDOVER N ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING ti HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS SHEET TOTAL N ---- -- STATE FED.AID PROJ.NO. NO. SHEETS CD NONE SHEETS 39 & 41 NONE . SEE BELOW MA - 16 61 a r PROJECT FILE NO. NIA 0 CONSTRUCTION PLANS SHEET 4 OF 5 ° a � of 4; (y rn MAP 34 LOT 5 NOW OR FORMERLY SIGN TORE � � p T ALBACADO LIMITED U �`• #O BEECHWOOD DRIVE JOHN LANTE PROFESSIONAL ENGI EER MA Lic. No. 38118 s f s` o�,. O , 00 i , rs j 3,.• :,r.h J;;;s t �,' MAP 34 LOT 7 , I/OCE BURY,R FORMERL C PARK rn I5Q,3OSGOOD 5T/? ETAl j C a 1 00' WETLAND BUFFER AREA o :t f »,..».,,.,..,:».,,, Q Lu Z Z H Z W f r ZLLI o = 50' NO BUILD WETLAND BUFFER o s f r' : /0 25' NO DISTURB WETLAND BUFFER ` � r' WETLAND LIMITS `f ✓' f ,;r -------------------- SAWC UAT SHO ULDER H ULDER LANE LINE PROP MAST ARM, 1955 STATE HIGHWAY 7-4 7-3 S ) A SEE TRAFFIC PLAN rwTYp ` ALTERATION (LO. NO. 4324) f ,: »: »: 7-5 J'' ,:.,J 7 6 f ,' PROP"MAST AR NI ""SEE TRA 7- 13 r / -- - PLANS TYP „ 7-9 7- 127 7 I ` J.rfi _ N:3091036.6223 :.,. E:760325.9469 J / ,. RT. 125`R CORD BASELINE „ a f »»...,»»».:..:, ,» ....,,,,... — »,,.,. --------------------— -- RT. 125 RECORD ».:...... ». PROP CONSTRUCTION BASELINE �— BASELINE / 74+00 �— 73+Q 72 0 —�_ 71 +00 +T— 0 0 T— 69+00 SAWCUT 12" FROM EDGE OF PRO LANE WIDENING \ PROP 6.5' WIDE GRASS .,./ STRIP, LOAM AND SEED PROP MILL & OVERLAY (TYP) 21 +00 —� 20+00 —� �� ______19+00 � �— _� 18+00 ��'�— 17 0+ 0 —T 1 6+00 �— RT. 125 (OSGOOD PROPOSED RAISED \ PROP 12.0' WIDE PERVIOUS PAVEMENT SHARED USE PATH CROSSWALK PER PROP GRANITE CURB STREET) R & D EXIST CONSTRUCTION TYPE VB f CURBINGDETAILS / -- — : .... .......... ....... .... ... .. ... 7 9 1 O ....................••................................................... ... ..... .. . . .................. ..... ........ . . .. .. . .... .... ............... 5 „ f C u ...,..•...... ••••,•••.. .. ..................................... ................ . . ... ..... .... . . ...... '.:1., .. .... ........... ........ ,. �J ..; ,. •.,.,. is :,.:.� •� r x.: »»< „»,» FPR3P`-&.` WIDE GRASS �` M r �.-! PROP MAST ARM, STRIP, LOAM AND SEED ».:. r - GHT ....,.�' ...., PLANS (TYP) ) ,. R&R EXIST LI SEE TRAFFIC STRUCTURE SIGN BY OTHERS ... TYP t , PROP GRANITE CURB PROP GRANITE CURB PROP AST ARM, PROP PEDESTAL POLE, TYPE VB TRAFFIC PLANS (TYP) .:�. EXIST SHLO SE TRAFFIC �= J PROP FULL DEPTH „ PLANS (TYP) SEE LIMIT OF WORK CONSTRUCTION (TYP) j' LIMIT OF WORK ' MEET SITE WORK R&R EXIST. FIRE PROP WOODEN GUIDE IL MEET SITE WORK HYDRANT f x / w f LEGEND HIGHWAY GUARD DETAILS " SIGN,B TH S DEPTH CONSTRUCTION STEEL W BEAM GUARD (SINGLE FACED) STA 35±09 TO 37±27 R FULL HIGHWAY G S D AND STA 34±39 TO 34±87 L � CEMENT „r -,».:,» J # 0 20 50 100 CONCRETE WHEELCHAIR RAMP r SCALE: 1" = 20' NORTH ANDOVERCL N ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT WATER SUPPLY ALTERATIONS DRAINAGE DETAILS SHEET TOTAL N t --- -" — STATE FED.AID PROJ.NO. NO. SHEETS N NONE SHEETS 39 & 41 NONE SEE BELOW MA - 17 61 q PROJECT FILE NO. N/A C1" / t 0 r; CONSTRUCTION PLANS �? : SHEET 5 OF 5 t ,. r i i r J �i t , , + �:. .IYF :. � F jAee i ^t v • : `TL � f , t s s ,> GROUND S RTUR :` ��� p .,. .. . JOHN PEANTE v PROFESSIONAL ENGI EER MA Lic. No. 38118 N Cl if : �t i : ^N �i i Q i 5 PARo »r . / r bl ' ' r ,...1 (.7 s » ,^ Y f , AMZ , r r i J' ,'%r r^^ it W 0 F , Z uj Ox # ��♦ U co t 05 14 fu s t r r MAP 34 LOT 16 NOW OR FORMERLY `' �O�_F 00 POLICE HO h cr _� 0 if r 147 (,00© STREET r f r s f i 'r O r , l i t > f S r , r 'mow r , s f s ^t : ll ..:,f'• r , : SIGN 4 SAWCUT AT SHOULDER LANE LINE r r f ' 1955 STATE HIGHWAY ALTERATION L . NO. 4324 RT. 125 RECORD ASELINE '— _� RT. 125 RECORD BASELINE ; 68+00 T. 125—RL9rQZD - r, 6/7 PROP MILL & OVERLAY PROP CONSTRUCTION BASELINE (TYP) ,'".-. `,..... ` s , ».:, 14+00 15+00 661_00 ... r y i• i , lr : f t 'Y , fr r./rd t ... ... v.v.av v...... .::. ..<.: , f ELM /3 » .f J 65 R & D EXIST ', -.. / �``12+00 :.,.,. +.. 6 CURBING �`' e_40 f rT PROP FULL DEPTH PROP GRANITE CURB CONSTRUCTION (TYP) TYPE VB ~'.` R�"� '"`�•.,,, 0 00 SAWCUT LINE (TYP) 1, 5 LEGEND GO00 FULL DEPTH CONSTRUCTION MEET & MATCH EXIST. CURB L•/ S"1"' '1' ® CEMENT CONCRETE WHEELCHAIR RAMP r i fro '� ^ HIGHWAY GUARD DETAILS », »...,:, uj co STEEL W BEAM HIGHWAY GUARD (SINGLE FACED) STA 35±09 TO 37±27 R AND STA 34±39 TO 34±87 L 0 20 50 100 -� ` SCALE: 1" = 20' 4� 4sl. j' N �. NORTH ANDOVER a ' R 1 ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING PROPOSED PAVEMENT STRUCTURE . 68 ; `F SHEET TOTALcq FINISH GRADE PER PLAN (SEE TYPICAL SECTIONS) �t; STATE FED.AID PROJ.NO. o GRANITE CURB t.. 3�;� NO. SHEETS N WHITE REFLECTORIZED THERMOPLASTIC SIG ATURE MA - 18 61 Q JOH PLANTS ¢ PROJECT FILE NO. N/A `y 6" PROFESSIONAL ENGINEER MA Lic. No. 38118 0 3" PERMEABLE ASPHALT CONSTRUCTION DETAILS a) SHEET 1 OF 5 a 611 a• ' ' oo z o < 01"AASHTO NO.8 AGGREGATE BEDDING ~ ,. o• �: o �o• o �a• o . :a• o •v• o . •o LLJ W 6"AASHTO No.57 STONE OPEN-GRADED BASE cn �,�' ®Q' o®' ;:• ` 6" MIN. u� co . . o , n •. . o-. ('� .. . o . Z QQ�':; O' QOO'i: O 0 a. .,.e • LU O Q �• "•© Q+� O. O+ ao0 `Oro o�; :O`G w o 0 0 o�' od' - ..�. o. -� ,�^� -MIN. 8" AASHTO No.2 CRUSHED STONE v w :; ° 18 cn o �V ��'.�V. ��.�� aQ. O �I 0 3 500 PSI CONCRETE SEE NOTE 1 FILTER FABRIC ON BOTTOM AND SIDES OF ( ) OPEN-GRADED BASE N co 0 14, 2'-0" 2'-0" UNDISTURBED NATURAL SOILS OR 900 TO DIRECTION COMPACTED STRUCTURAL FILL NOTES: OF TRAFFIC OR PER PLAN NOTES: 1. ALL RADII AND JOINTS ARE TO BE SET IN 12" DEEP 18" WIDE 3,500 4' MIN FROM STOP BAR 1. BITUMINOUS SURFACE SHALL BE LAID WITH A BITUMINOUS MIX OF 5.75% TO 6% BY WEIGHT DRY AGGREGATE. IN ACCORDANCE PSI CONCRETE. STRAIGHT SECTIONS BETWEEN JOINTS CAN BE SET WITH ASTM D6390, DRAIN DOWN OF THE BINDER SHALL BE NO GREATER THAN 0.3%. AGGREGATE GRAIN IN THE ASPHALT SHALL BE ON PROCESSED AGGREGATE. A MINIMUM 90% CRUSHED MATERIAL AND HAVE THE FOLLOWING GRADATION: 2. GROUT ALL JOINTS POROUS ASPHALT GRADATION STANDARD SIEVE SIZE PARTICLE SIZE (IN.) PASSING SIEVE (%) 2 INCH 0.5 100 s INCH 0.375 92-98 NO. 4 0.187 34-40 1 GRANITE CURB CROSSWALK NO. 8 0.0935 14-20 N.T.S. N.T.S NO. 16 0.0469 7-13 NO. 30 0.0059 0-4 NO. 200 0.0029 0-2 2. NEAT ASPHALT BINDER MODIFIED WITH AN ELASTOMERIC POLYMER TO PRODUCE A BINDER MEETING THE REQUIREMENTS OF PG 76-22 AS SPECIFIED IN AASHTO MP-1. THE ELASTOMER POLYMER SHALL BE STYRENE-BUTADIENE-STYRENE (SBS), OR APPROVED EQUAL, APPLIED AT A RATE OF 3% BY WEIGHT OF THE TOTAL BINDER. 3. HYDRATED LIME SHOULD BE ADDED AT A DOSAGE RATE OF 1% BY WEIGHT OF THE TOTAL DRY AGGREGATE TO MIXES CONTAINING GRANITE. HYDRATED LIME SHALL MEET THE REQUIREMENTS OF AASTM C 977. THE ADDITIVE MUST BE ABLE TO PREVENT THE SEPARATION OF THE ASPHALT BINDER FROM THE AGGREGATE AND ACHIEVE A REQUIRED TENSILE STRENGTH RATIO (TSR) OF AT LEAST 80% ON THE ASPHALT MIX WHEN TESTED IN ACCORDANCE WITH AASHTO T 283. THE ASPHALTIC MIX SHALL BE TESTED FOR ITS RESISTANCE TO STRIPPING BY WATER IN ACCORDANCE WITH ASTM D-1664. IF THE ESTIMATED COATING AREA IS NOT ABOVE 95 PERCENT, ANTI-STRIPPING AGENTS SHALL BE ADDED TO THE ASPHALT. ' 4. THE ASPHALTIC MIX SHALL BE TESTED FOR ITS RESISTANCE TO STRIPPING BY WATER IN ACCORDANCE WITH ASTM D-3625. IF THE ESTIMATED COATING AREA IS NOT ABOVE 95 PERCENT, ANTI-STRIPPING AGENTS SHALL BE COATED TO THE ASPHALT. POROUS ASHALT 1' 5 N.T.S. PROPOSED WIDENING EXISTING ROADWAY PROPOSED MILL EXISTING SHOULDER FULL DEPTH CONSTRUCTION MILL AND OVERLAY AND OVERLAY TO REMAIN SAW CUT LINE SAW CUT LINE, FINISH WITH HOT POURED JOINT SEALER MATCH EX. SLOPE 12" MIN. MATCH EX. SLOPE SURFACE COURSE PER EXISTING TOP COURSE EXISTING TOP COURSE EXISTING TOP COURSE TYP. SECTIONS TO BE MILLED AND OVERLAID TO BE MILLED AND TO REMAIN INTERMEDIATE COURSE EXISTING INTERMEDIATE OVERLAID EXISTING INTERMEDIATE PER TYP. SECTIONS COURSE TO REMAIN COURSE TO REMAIN BASE COURSE PER TYP. SECTIONS EXISTING BASE EXISTING BASE COURSE TO REMAIN COURSE TO REMAIN AGGREGATE Qd ° O, ° Qa SUBBASE COURSE PER O:asp oo Qa TYP. SECTIONS °' °' v •' EXISTING SUBBASE EXISTING SUBBASE ,��aQo.��.ap: p. Q THICKNESS VARIES THICKNESS VARIES COMPACTED SUBGRADE NOTES: NOTES: 1. ACTUAL MILL DEPTH TO BE "GRADE CONTROLLED" AND SHOULD BE ADJUSTED 1. ACTUAL MILL DEPTH TO BE "GRADE CONTROLLED"AND SHOULD BE ADJUSTED TO MATCH GRADES AS SHOWN. MILL DEPTH MAY BE VARIABLE AND A WEDGE TO MATCH GRADES AS SHOWN. MILL DEPTH MAY BE VARIABLE AND A WEDGE COARSE MAY BE REQUIRED. TOP COURSE TO BE CONSISTENT 1.5. INCHES. COARSE MAY BE REQUIRED. TOP COURSE TO BE CONSISTENT 1.5. INCHES. 2. CONTRACTOR TO INSTALL TACK COAT ON ALL BUTT EDGES OF EXISTING 2. CONTRACTOR TO INSTALL TACK COAT ON ALL BUTT EDGES OF EXISTING PAVEMENT PAVEMENT PAVEMENT WIDENING SAW CUT AT MILL AND OVERLAY DETAIL 4 5 N.T.S N.T.S NORTH ANDOVER a ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING SHEET TOTAL N STATE FED.AID PROJ.NO. NO. SHEETS N UL MA - 19 61 C PROJECT FILE NO. N/A N c 0 CONSTRUCTION DETAILS 18 SHEET 2 OF 5 4.eCiVIL0 "� 381 F— O SI NATURE "'�"..�`� JOHN LA�fTEB o PROFESSIONAL ENGI ER MA Lic. No. 38118 co cv 0 v . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6" CURB WIDTH 6" CURB WIDTH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LANDSCAPED.AREA/NON-WALKI.NG SURFACE 6" REVEAL 6" REVEAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TRANSITION CURB G . . . . . . . . . . . . . . . . . . . . . . TRANSITION CURB . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o��A LANDSCAPED. . RADIUS VARIES -p m N RADIUS VARIES SEE PLANS , u' o AREA/NON-WALKING' . ' . . SEE PLANS Z 0°0 . . . . . . . . . . . . . . . . . SURFACE 0" REVEAL * 0000000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0" REVEAL 000a°° CLEAR PATH OF TRAVEL OF MI'NIMUM'3'=0" REQUIRED ° . . . . . . . . . . . . . . . . . 0000 o . o LEVEL 0000 SIDEWALK LEVEL ° ° 0000 W o VARIES PER ° 0000 1.5% 00 > PLAN 7.5% 1.5/0 00°o PLAN�7.5°loR FLUSH CURB 0000 MAX** W FLUSH CURB °0°0 M,4V** W SIDEWALK 0000 0 0Q �0 0 W1 0 0 0 0 000© W1 . . . . . . . . . . . . . . . . . . . DETECTABLE WAR�JING PANEL . . . . . . LANDSCAPED AREAINON-WALKING SURFACE DETECTABLE WARNING PANEL (SEE E 107.6.5) . . . . . . . (SEE E 107.6.5) . . . . . . . . . . 0" REVEAL 0" REVEAL .LANDSCAPED.AREAIN10N-WALKI.NG SURFACE . TRANSITION CURB TRANSITION CURB 6" REVEAL . . . . . . . . . . . . . . . . . . 6" REVEAL . . . . . . . . . . . LEGEND: LEGEND: * = L=6.5-FT LOW SIDE TRANSITION * = L=6.5-FT LOW SIDE TRANSITION ** = TOLERANCE FOR CONSTRUCTION t0.5% ** = TOLERANCE FOR CONSTRUCTION f0.5% CURB RAMP TYPE II CURB RAMP TYPE I 2 N.T.S A 1 N.T.S ADA RAMP DATA ADA RAMP DATA ROADWAY CURB LENGTH MINOR MINOR ROADWAY CURB LENGTH RAMP SIDEWALK RAMP GUTTER TRANSITION RAMP SIDEWALK RAMP ROAD ROAD GUTTER TRANSITION WCR # WCR TYPESTATION OFFSET LENGTH WIDTH (W OPENING SLOPE WCR WCR TYPESTATION OFFSET LENGTH WIDTH (W OPENING RAMP SIDEWALK SLOPE (W1 ) WIDTH (�) LEFT SIDE RIGHT (W1 ) WIDTH LENGTHWIDTH {±) LEFT SIDE RIGHT SIDE (W2) SIDE 3 2 6 5 8 9 NORTH ANDOVER 00 ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING SHEET TOTAL o STATE FED.AID PROJ.NO. NO. SHEETS N MA - 20 61 � PROJECT FILE NO. N/A r c 0 CONSTRUCTION DETAILS 2 SHEET 3 OF 5 a 0�a,v s F- v, w SIGNATURE :i � J0ZNk'-r> PROF IONA_/L ENGINEER MA Lic. No. 38118 m o ti co co C) �Y "LEVEL LANDING" WITH DETECTABLE WARNING PANEL (SEE E 107.6.5) 1.5%* SLOPE FOR DRAINAGE PROPOSED GUARDRAIL DETECTABLE WARNING PANEL (SEE E 107.6.5) PROPOSED �p� GRANITE CURB SIDEWALK W ---- w-`'�--_ 2:1 SLOPE: TO BE °°°°°°°°aaaaaa STABILIZED WITH RIP RAP ry a00000a000aoo0 0000000000000a •5%* ooa00000000aoo J 00000a00000000 7.5°l0* HSL �� GRANITE CURB PROPOSED MODULAR _.. ...w.._.....,. HIGH SIDE TRANS ON -o" MIN. 6-6 EDGE OF ROADWAY BLOCK RETAINING WALL � , LOW SIDE TRANSITION 6"CURB REVEAL{TYP.) / _ ____ __ ROADWAY DOWNGRADE A V PLAIN CEMENT CONCRETE LIMITS OF CEMENT CONCRETE RAMP LEGEND: HSL = HIGH SIDE TRANSITION LENGTH W= SIDEWALK WIDTH DETECTABLE WARNING PANEL ` W = SIDEWALK WIDTH CC - 4" (SEE E 107.6.5) CC = CEMENT CONCRETE 1.5%* * = TOLERANCE FOR CONSTRUCTION f0.5% SIDEWALK ROADWAY FOUNDATION USABLE SIDEWALK WIDTH PER AAB = W-Wc 811 USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0" SECTION A-A NOTE: SEE E 107.6.5 FOR DETAILS OF DETECTABLE WARNING PANEL ROADWAY, GUTTER AND FIRST 6" OF SIDEWALK DISTANCE TO WETLAND TO BE ADJUSTED FOR FIELD CONDITIONS SERIES 13. VARIES; RETAINING WALL PROTECTING FROM 2-3 FT. CURB RAMP TYPE III WETLAND SERIES 13 N.T.S ADA RAMP DATA ROADWAY CURB LENGTH RAMP SIDEWALK RAMP GUTTER TRANSITION WCR WCR TYPE STATION OFFSET LENGTH OPENING (W1 ) WIDTH (W WIDTH SLOPE RIGHT (�) LEFT SIDE SIDE 1 10 11 12 NORTH ANDOVER � or"'44S ROUTE 125 (OSGOOD ST) AT OSGOOD LANDINGLp JOHN D- G SHEET TOTAL N l PEA,; STATE FED.AID PROJ.NO.i E NO. SHEETS N C! �L 1- NO. . $71 8 MA - 21 61 CL PROJECT FILE NO. NIA N r SIG N Ato JOHN LANYE CONSTRUCTION DETAILS PROFESSIONAL ENGIN ER MA Lic. No. 38118 SHEET 4 OF 5 a GUTTER LINE SLOPE TO MATCH GUTTER LINE SLOPE TO MATCH ROADWAY VERT. GRAN CURB (6" REVEAL) ROADWAY VERT. GRAN CURB (6" REVEAL) o 5" THICK 4,000 PSI REINF. CONC. o 5" THICK 4,000 PSI REINF. CONC. «. . . . . H rl .. .'.....,r ., .,r rr'.r'.' J , n.ur r <,b b.9.9' <,fu-b-. ', , f;i9.^b✓Ji.r .r.1;. .,.. /.r....,., ,n,r.r, .; 1.6"'/./ r .; , .r.,r,r �,:r ..v�. 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ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED THERMOPLASTIC UNLESS OTHERWISE NOTED. t�l PAVEMENT MARKINGS N.T.S I ...?";� I- 'f I-" ... .-- 1, 1 1.. / , .. ., , ., MAP 61 LOT 6� I.3,. --1' . -l � "--.I E- _ � , 1; 1-- I1�--1.--- 1-I\iII 1 ­I- 1 ,*1 , , ,---- I� I 1 , ,* 11. 1 �1 1-k -1 ;< 11 I- �S , ! 1. -. -I---- ­- - * , -� _- ,1.I\ lLi.;-- .I , 1 . ,- - ; I. 1" * - , I11 -- t- ,1,,,---1-Z1- -_�-- P I�" " � 1 1 i 1 -I , O1I� ll* I1I .I! , ..I� I1I I�.......-, 1I " !I, ; - , ' w�.1 --,1� lI— 1l.- ,+ l " - - J � — -� '/. ,I - V-L ,- I, --�- 1 ,l l \" 1 .6 1 ,Itt , `8- D -� - ,I -.. 1, / A. - .- -L*'* /-...- , .�.- I, �--- ,...+ - , - I . "I --I .... /......-+,.­...1 � ,. --....�.. ".-..- ... .. .. ,..- ( ..­..1-If.1 . .*.� .- ..*..+j.. '1....�1 I14�11 1t1 .k.\.1.­ ..V / -�.�- 6 1/ ...� ,. *.. �, , .:�- 2 / W OR FORM PLY, VO & -, "', " " I00�I-CZ30zFW00cI-2- -Ca- o . - - DING "-V�o?9� ,J , CAR Y STORAGE / LLC 11 -� — ROUTE 25 (OSGOOD ST) AT OSGOOD LAN //" Y0 �O1 OSGOOD / ; I CURVE TABLE k , I If:" ", STkEk,T I I " �, / --— I4- 4 �1-�-�LII1LIII1.1" ." I1I .I .t L1 I1 Ll: , - I,.1I ,I I STATE FED.AID PROJ.NO. AL "'Ill. � , CURVE RADIUS LENGTH TANGENT DELTA N - ",� NO. SHEETS 3 ,, I" - - , ,, - �1 MA 23 61 ,1, , *,-� '� .... I 1,234.001 72�77 86�53 8.02* -, ,.""I x I- �" , � , PROJECT FILE NO ,, , a2 55,00 75�80 5.32 78�98', , ) 0 -- ,, � . � 3 40.00 70.00 47.94 100.32° CURB TIE & GRADING PLANS �,, *�- � t MAP 61 LOT 16 - SHEET 1 OF 5 NOW OR FORMERLY ' RUSSELL MSHETT rOCO )l (Dv w7 I , r1 r,` ,m 1679 OSGOOD � /i I, TA - , 1 00' WEL A STREET w . lI BUffE -AREA ' I- PLA 41 w AP T I � VIL LO -�Q, <0 11 -l NOM;4( OR FORMERL Y " TYZER D MLINROE 0,,�0's A L I "Az 165 OSGOOD,I J "L 0 - ,f � , l- l �s"1� � 11 ,1? s,,", ""1., ,I ) --. �II " ,��,j,d�, ,� ?' 4 * ? l ?� JOHN ANTE : HWAYTON --/ Lic. No. 38118 .."I.: F. � 1955 STATE HIG �LERAT,I3 , ?1111- PROFESSIONAL ENGINEER MA 0 Z m/ _ .. LO. NO. 4324 -I—i -�,\ I N l , -- c:; " 0 1 — t — '-- —. , 1" 97 ' " 25 ECORD /, 0 ---f �BASELINE 1 � -- -1. - o 0 - #" , 1111 11 I I /, . z- . , - EXIST SHLO - - /,, x I1 �� -71� I� I - - .... '\ � ,- - ,'.-_ -I- 1 ,- -19 \ X-'"\ / -,, ,I -- 90 1 � ---0 - ,%, 1 � i " 0\ " -, i � -\ I " 1 - , - 1 , - " z\ " I � -. - k // , - i u `- -- ? �� - . - / - a1 J - ' 1 - _ -- - zxI ". � / 0\ - -1- --,*�-� 1J -, - 446 — ,,- ' -�lj- 15 /IJ- 14 -1, -1 -- 1 - 12„ , ."", 36-14 0 - 1j 7 - 1- -1 . - � -�� - r�, _: —-:: ..1 5 - - ­ 0 --TJ ----7 0 0 � l -- 1-- --- . , ii-5 -, .-z I � , ` ) - , 11-1 ,_ j4 7 ­"� - +00, e - I 1-1 45-6� " --", +9 --� OF EI'34.00 - -! - `" 1 2 s 1 ", I " � � - 1. P-- �1 1," ��1 I : +Awlw14=�M ft�v";;,,,�/ ,"." 13-6A + O-T I l� / +30. A 46..8 I 1a I f", 1J-4A - ? � 13-JA OFFSET: � �" II 1 ?� �l,�-*7� --+ - , .. �1- � .. - - - - ,, - - " /"- ...... 8830,/ � l / + L T: 24.00 -1--l-/-- -.."-- - ",- 46. / \\ - , ,/ , M P -, - ... ..� - - - _ +27.66-, 5Y"NO..BUfLD WETLAND BUFFED �i ,- - ..... " , � - OFFSET: - - -- II - --7I -, I OSt EET SITE WORFFET+7 .0 r I", F WORK - .-I K 1 - - -� 3i� --- ,�- 5-N0-DlSTRBNETLANDI - J ---­ - .�. .., l I 1p l/ 2 IMM i I WET ANP/LlMITS — I I , 4 1 I / , - --� -- -/ i � k%-l- i , ; I - I H i / I e 1 I M (� 1I --- - I i Ill Fir I 1 4 F r` 1 ,/ £ I ,s i " I i 11� I; I I / , ` S I £ r�� I \ �, I � I f, , i 1 '" I ./ g Ii � ` / " 1 - I \"I NOTES /� STATION AND OFFSET CALLOUTS BASED OFF PROP CONSTRUCTION BASELINE - � / /- / / � / ,, \ 0 20 50 100 I/ -- / I,y SCALE: 1" = 20' 1 £ % -- ,—, ----------------, ------- -- — -- - - --- � �. - 4-.,.� .; * � � � 1 i ' ,1 I/f1 _....., ­. ,�?,"/.........­i. , ....�.I � � I" ,1 i I . \7\17,IS � ..­ I-II� � � � - ,1\ ,I, .� L .,�.- / �1 /1,E ,1 1 --_ r T-, '-- , - - I\ I ­-_- ,- .," I�1.5 � ; -.< " - -! � - . - I 7 - Iy" 1I1" ,.' 11� _ _ - - IIIIII IIIIIIIIIIIII II I - - �. �l a5xJ -- !� OFM NORTH ANDOVER - , �I^ RO DINGv/ e _ � s" 0­,% D., -Q-I i I C j STATE FED.AID PROJ.NO. SHEET TOTAL N . ,- C!m�I-Cz<_w:T��I0- Ic0aDq5tg1 !4 0. 1\ ; \ . I I �..... , -,- NO. SHEETS l , /I I Q . MA 24 61 5s - / SIGNAT�RE PROJECT FILE NO. N/A I ,_ /� S �! JOHN P A E K I Lic. No. 38118 PLANS "I � EllA i ri CURB 8� l = PROFESSIONAL ENGINEER A TI l ­ ,/ I SHEET 2 OF 5 Q� y , - ,"*" " / , � _ _, ?... I l 4 __-1' : � " , l , ,* " 1 ,�AP 34 ,LO T , �),, * ,I , v _ , ,_ ,,UZ� �:. � -, "I , , ,.1 �� �. G.UW y 04 �y raJE �� , _. 1 � 11,".- ,; i YLL '," �11.O / U4))- :j. 1 63 OSGOOD " , " V, - 44A J4 T ,.,, ,) "I 1? L0 J -_,I I ,ST - 1 N� )� �, �_ W �OR -,FORMERL Y "I-�,, , 0 � jI1 " ,, ', , \ % ," � _ 7627 OSGOOD REALTY TRUST / MAP J4 LOT 4 f, NOW OR FORMERLY -m ­� l 627 OSGOO� 1/ , ,_ . _Z, STREET NOMINEE 7RU§T+" I0 , ,, 0- -1 f/ 11591 OSGOO 0 f� - STREET I , - I I- II ...I..1-1­. _-­ ....".,.1,',�..�. 1 -. ­- '.....-I. .P I. ..'I ­,II 1I� '1 ' r� .I.". ..; �....1 ; ­, ., ­v ..? i % /-... �-_,- ­ .I" , _ 1--- , --.. - I - ; - ,I III, I- "-.I I I I, \ ::- .- 1.-I ,1 1,.­ , �� -. .`1*;.. ..1-_....1"...,..­ 1.;1 .�.`- "."...,...­,.,.*,1. ... I'. r` -. 1 ,.! -, -'l .-1 l .­ r� ­ _ 1I, �., �.II ­,1'�-G ,l l, .`,. ­_ ..0, ­ I.. , ,. _. . ',. - IJ.l �. 1 .1 ..1 1-, 1-1-13 .. 1,- 1I 1-.. --l1,-, 1 , \1.. .. =-` ,I 1_=1- , .\ 1 , - ,,- - 7,z 1. ezI, 1,. 4- _. e -.-... .I- �. \.7. , ., _ ......,, 0 f o ,- .� , 1 , I// "_, b _ - i�-, ,� , - I .\ ,._l �,- " 11 I f� e - /I � , , - WETLAND LIMITS _,", z l _/ z 0m 2 /, MPJ LO "0w m _ ?, a - NOW OR F0R AAFL,Y 11, w 24 � -' � w 6 M , MARK A. VALZk&O Z 25 N0 DIST RB W/ ETLAND - z _ � / / "'. � 1591 OSGOOD � _1� z I , BUFFER -,l­, � � uw� l- /I" TREET fS "A , / 50- NO BUILD WETLAND BUFFER ,-.,, / iF" I 1 f ,/2-,,2 j� // j1 i _­1 i, -, , j \ __- I �L �, 1,18 :_ _ 100' WETLAND BUF ER AREA . � - ­ 0 -1 . I _ G___ - ___ _ 1 __ __ R , __"I'll, f .__ _ -1 - _ , r---- -.., . ­,­­ - ,,� , " � �� .. 11-,,, ­-, " 34+ .-- _j ___ _ �L�� �, , 1955 STATE HIGH WAYALTERATION ? *_11" 00 f O9432­_ .. 8 " ) 6+0- - - C ,,,.N4,, _� EXIST SHL ", , _,_� RT. 125 RECOR D -- " __ , 11..-. I1 11-, ,3�+0 A0 _ - _ _� 085+0 _ \.R, ."...... \ - i- - -,- ...... -*-- -, 2 ...... . *---,,"... ............. I.... , "- .. 1. .". i-11.........I.....I.......... � ,/" -�>, /4 - 11I .. ....... ................................... ... OFFSET ­ ,-- ", ... .I....I............................ I. - 5 --�o 0 ___�_ +64.36 _... ... .. .... .... .. ,_. ........... ..'*. *.*'*' ** 1 ECO RD ....::[,....I...... ................ 0 A BSELINE3 ,,-, OFnET: 24.00 ................. .. . . ....... .. ---- _ 48.0 83 _ / G_ 00 � . . . ..... .. ................ PR (GUTTER) 49.30 ®---I .22 ..*...........................* . ...........*** 4 - ---f- - E - _� - ,­ 6_ l/��l FFSET: 24.00 .... ................. . .... ,... 5 48.55 (GUTTER) 9.50 30+00 82--+00 81 +00 +27.66 "' .. .'...-.1... .."....%."...... , .........,... 1 � (GUTTER +01.19 29 � _*_ ......... . � ......... ) 50.2 +00 � I OFFSET: 23.94 ------- OFFSET: 71.16 I.-- �- I 28+ .. Nj - 50.45 ��, k, OFFSET- 2r : . --- �* , ,, 1955 STATE HIGHWAY ALTERATION.,.'. . , ' � + � I 49.55 9 ____ - ";; »=;68.86 � 48-95 49. LO. NO. 4324)"' , OFFSET: 24 �,, 1­ .I.. .I. ....8 ­4 ; * ..***.:::? •:. `:OFFSET: 25.16 ... .... 9.9 ... �.. .;. -5 . � .. - .*. .I . " .........1 -----_7�,,.---::- �:: .::: ............. .....\/ , -, .11....... 94 8 -30 .. ." + I -80.1 .,: �l l.­ .....** ...........- .:........I............., ...../ - .,. FOFSET: 27.7��i ­� / / f. � �/ /," I _ .............. ..-, 1 , ------ - .. _ _v 49.748.7 *.4 . t 4.57 4I � � i , , 74.28/ , i ," , OFFSET: 47.51 - I 49.65 I �H LO I' --, _EXIST SH 1 1 \-1 �I 4 V , // 70 5Q ; �, , OFFSET: 100.60 PC OFF ET: 47-53 _ ' �- <, ; ,-; . ', " I �, f 4FET,,/85.78 S ' , - __.... ..__...__..... ..,...- ,f � l,_ 111 RVE TABLE cu I� IlLIMIT OF WOR - 1 1- 1II I _- .".........1*.-.1.-..1-1.*.-l.-.I.1.*�-1....1..-.. // I , _ __-_, \ , � " ,...\ � ." ,­ , " .�I ---- --1 _ .- -,- ,-... -1.1 a _- _ _­-_ _ 0 -20 I � 50 ' - 4R0p1U0a . 1 4 MEET SITE / , II , -l 4 0 79. .84 39. .92 1 .13' , " ,p 5 90.00 126�95 76�62 80.8 1* ? ? l / Ii 4 67 2.00 3.73 2.70 106.93' , � I 3.74 2.71 107.14 ./ 5.92.. - ..1 4 i _ 1.. I, I � ��I � " , 9 55 92�41 61537 96.27' ' € � , 3,399.0010 416,18 208.35 7.00' ; , , -I I ! ,1.1// ", i NOTES , �" , _11..1 - __.,,..,- ...-... ,_** i .. _I BASED OFF PROP CONSTRUCTION BASELINE i 11 i J STATION AND OFFSET CALLOUTS I, _,,___,_,,,..... ,l._._,.. , . ­ ..11..11..,..l. , � " " I,'I " 1­1,,,, p " ; 5 - -­­" .1.... ­ ,. I .... � .. _ __-11-11- � R i , __...- � .._ . - 11.1...- ­ i � �� . ,i I; , .. ,_-1 � : --- I� - I.I ­,�� .1.........­­,_..........­.��I1. 111 f§.,1� m II I,/� � I� _--__----- -_ -,-- - SCALE = 20 I, �� ­ / - - I :1 I 1 -.- - ___ _._...t -1 l � 5 I i, S ., - - I CURVE TABLE NORTH ANDOVER s CURVE RADIUS LENGTH TANGENT DELTA ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING 10 3,399.00 416.18 208.35 7.00' SHEET TOTAL N STATE FED.AID PROJ.NO. NO. SHEETS N 1 1 30.00 5.92 2.97 1 1 .31° MA - 25 61 12 30.00 5.92 2,97 11 .31- 04 '* PROJECT FILE NO. NIA f` r CURB TIE & GRADING PLANS SHEET 3 OF 5 ° ''nn. C9 MAP 34 LOT 4 � f ».✓, , , r,� . , ,�$ �, s »....... IGNATURE m NOW OR FORMERLY JO NJ11 E 1591 OSGNOMINEE TR TRUST SSIONAL E GINEER MA Lic. No. 38118 NOMINEE TRU.�'T U #1591 OSGOQf.7" € a STREET MAP 34 LOT 42 __ cco >} s NOW OR FORMERL Y °.—° » MIC OWAVE ENGINEERING 9 k J £ ? R CORPORATION #1 OD 551 OSGOOD s » STREET r <' : 5 y MAP 34 LOT 41 >' ,:» .r ,_,...:<......,,«»,,,»,.✓. ,..,._,...,+:.,.,.,,�,.£:.. ,,.,,+..,....,.,. ,.:.w.a�. »,,..,:x,x.„x,«„rc,,,»,», :»,x,:w:, +«,,,»., :»,,, NOW OR FORMERLY MICROWA AE ENGINEERING f 'n CORPORATION «" J1581 OSGOOD » � f< %3 STREET € , AR , s` i N i ; W .. : ,,.,.,.w.w .+, ,..,,.,,,,.: - ..,.. ,,..✓'r i ,f� 3 Z z r` © � AREAox /: g £n /. :. F a F ;+ y 4' » J; r , s f a. , i / 4 ; : < `t ros.. y , !¢ F ......... , .. ^ i err✓r ...... EXIST SHLO f « , 1955 STATE HIGHWAY ALTERATION F (LO. rc.....,.^ e NO. 4324) w:" ✓`. W ..:..> ...n>. , r t k' , s / , v , r h j !/l w:,,..«»,x.,:«.:.v,:vv:,,..,- .. . ..,. •/�' ,rw, ., .: ,x„x„x..,.». ,..,.,,.,,...,,,,».,.f,,. ...„..... .............; ,,..,,..»....,,., ..:, T. 125 RECORD N BASELINE 0 -- 6 ---' — �— �0+00 =� — �-- 75+00 79+Oa 78+09, 77+00 76+00 RT. 125 (OSGOOD 24+00 '+o0 ;--4 -- --�-- - EXIST SHLO 1955 STATE HIGHWAY ALTERATION 22+00 (LO. NO. 4324) STREET) .2•�.�90 10 : r PT OFFSET: 24.00 h '...,'::,,:: '9 ;;,,�..,.: "..:..:::. ;..'.,: -.a "...,:.:. .,',.:: :..: : :x:.f. ,„.,:;F"",+, ,. ,,,x,., ,rc:.+,,;:<.i,.,,.,,,,✓.:...:.......».»,,,,..,>......,:.,,..w«,,.,.;,,. ".+++..._w, ,:;,r;.:,.w. ,,.rc.,».:,,,:,,,,,«„x,:...,:.a r»..,,.:,,.w,.w..,..,,... r. r, »_..,. „»,,..,,. .:,r ,::: ,.. PT PC . .. +._..:++.,..... i.. "'.:x.,.x.:.............:..x.:x.,x.,x.. . v...+.....,...,.., :.,v:.,v:v:„rc«...,. ,r»,i•,n»,:»v,a.,n.,.::.« .,.»,«,,,,.....:,..,,,,.:.,.w.�..,..,.: »:.x,.».vv...., .,.,....., I..;... .......................................... 4 .. ... ... ... �,. ..... 59 PT 59.6 —' 1 — — Ur x 5 P .......... ... ............ ;Y^ .. .... .... ................... .. ....... t .... ...... .. ...... ..... ... .. .. .......... ... / ...... a ........... .... ... ................. .. ............ .. ./a. .................... ... .............. ...... F'. ............................ ............ .. ....... .. .. ..«. ...... .. :..lw;a• ...... .. .............. h, ......... ... ......... ••Y•• ....-,..,. ........ .... .0...... ...... ............ PI ✓, ti ...................... ..... ............... .. .............................. .. ......... ......... ... .......... .. .. ................................... ..... .. ... .... .... .. .....«............ .. ... ..... ............. ... ..................................................... .. ........ r ; :. ,...,,...... ..>.....,,,..,.•.,.,........a:„.:�,.,, ,,...........................H.....,.... ,.n,,. r,.., ,r»a»r,aa..mr,a.:as, •x f�r.r,«s.,; ,,,,�„w,«: :rc: , ................ - - -.-..........................: - w . • v e«««,,,.> w.xv:»„»,.u,,.,,,,.«,.«v.»,.w,.v:,.v,..v,,:,vx,.:+v„+,v+..w.......,....�, y,rw,,u�.,.�:.Y".• iJY".ii�«'�+ti%d;n,{... s>Ma(<•.y PROP--S�HLO , '. ; �,..,.,.� +29,.g4. .,.� ,,, w..,, CFESE7: (�(� f t, �., y ^ '? +0 +g 87 f. ...+73.00 OFFSET: s y O SET 36 Ofl OFFSET 36 0� ». E .. d ' > a ............. ...... +2 .96,, rc s P . I +29.79 ET: 23.97 / FF ET: 2>�: x:. OF a ; / » 9Y UN -42 `' rf ;.�`' wr. .v✓> ,. ✓r"r s„s..., ?. f O,�io?>�•k' 1o3'/1�;,`.!G„,/;.r,'M NOTES ✓€ OFF PROP CONSTRUCTION BASELINE ;' ,..x,:rc.: —. M`» y _ STATION AND OFFSET CALLOUTS BASED + s r � f 100 i / E + a, , J .. SCALE. 1 20 w... f �✓.».x , r n ,r Y a. .. CURVE TABLE NORTH ANDOVER 0-- »......:.:.,,,,..,. CURVE RADIUS LENGTH TANGENT DELTA ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING 1p 13 70.00 91 ,80 53.85 75.1 4' SHEET TOTAL cv 14 3.00 6.24 5.10 1 1 9,1 0' STATE FED.AID PROJ.NO. NO. SHEETS N 15 3,00 6.24 5.10 119.10' MA - 26 618. h. 16 3.00 6.38 5.39 121 .84' 04 : 17 52.00 81 .70 52.00 90,00 PROJECT FILE NO. NIA 18 40.00 63.70 40.90 91 .22' o 19 45.00 71 .77 46.1 in 91 .40 CURB TIE & GRADING PLANS SHEET 4 OF 5 0 rf soli OF if4, O Q'. v� Z uj rn a f rn MAP 34 LOT 5 � � t "» NOW OR FORMERLY ems, Aac� CT` SIGNATURE AL BA CADO LIMITED f _ .,:,,.. JOHN � U j F ,/ BEECHWOOD DRIVE O , PR SIGNAL ENGINEER MA Lic. No. 38118 0 s' r 1 % �) O >» 04 00 j s MAP 34 �Q NOW E FORh�IER SE BURS, ,LLC 1 ✓ #1503 0SGDOt7 / ARK rn / r : r ,f < !r' f r f. 3 f Sh' 1 00' WETLAND BUFFER AREA 1'` "'r Z Z O to O ZZ. % __ Z Zw / Z w""""" ""`v` 50 NO BUILD WETLAND BUFFER Ox / 25' NO DISTURB WETLAND BUFFER f ; { :. WETLAND LIMITS r l f , 0 i v 7-3 ,,/ r fr 2,0Q8 STATE F IGHWAI A T1r'f2A �>LhN `j " 7-5 r N O. 8143 s rr✓! - f f ( 1 r 7- f f 7_ l rf s 7 8 1955 STATE HIG WAY ALTERATION 7-g 7- 7 EXIST SHLC3'�'-' ," - ' j (LO. NO. 4324) 7 72 s" r N:3091036.6223 E:760325.9469 f ' All : 0 yf < % . f , », :;,,;;» '.5.,.,. .,,,,....,......uuuw,,,.,»„/,+i,,,,+„+,n..t,»»,.;»r,ty:ri[rrr rri�rl /� -/f,' f � f i ,r , /„ J ,', r rr..,.ii,.ri,r»„',.sin,:sr,,,ir:,..n 1 �'f < ,,,,,,,,,,,r,.:»,„,.,.,»r.,r,,,,,,,,.,.».:.,,.».,,,,.,,.,......»,,.,,n,,,.,,.,.,.,.,.,,.,.:.,.,»»».....,...,.,.rr/r: :r;,r,.; ..,,.,,,,».,,,»,,..,.:....r r _ ,:,. ,,,,,,,,,.,»»,,.,,,.,., »,,,..,.,,, .. RT. 125 RECORD r»». , ,, f, 1955 STATE HIGHWAY ALTERATION ' \ BASELINE: ,. (LO. NO. 4324) / G � � + -, ' 74+00 ,--- 73+00 / , r72+00 TIC 71 +bo _ � � +oo � 69 oo 1992 STATE HIGHWAY ALTERATION NO. 7092) 21 +0 RT. 125 (OSGOOD •..____1 +oo �- 18+0o r 17+00 1s+oo +02.61 60.35 OFFSET: 24. +05.76 86 STREET)ET r., 58.$6 59.54 ``' (GUTTER) � ,., ° -"''`-- OFFSET:°.24.28 �;,;,»............... »;, GUTTER +85.61 OFFSET: 23.71 58.5 (GUTTER) (GUTTER) 65.2 OFFSET: 24.83 69 5 60.75 ,''' PC f ELEV: 9OX ff PT / ,, .......................,......•.............. .......... .. .. .. .. 13 15 ,'6 2 19 o.6a 6 7. , : »,. 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OFFSET. 2� 50`°' , ... r 672 ., 22 .. , O S 6 8 » 60.35 FF ��T: 4 2 r PROP »» OFFSET: 292. , PRC 66.9 , r 9 fi`.45 x. < ..,..., 58.9 OFFS .58 .... .,.....,, .. f 58 9 OFFSET: 44 CC ' P F WORK '.,. »:..,, .. ; .f � 5 », LIMIT.,OF WORK +96. r > MEETT SOITE W4 K 69 ; r f MEET SITE WORK „ ,.,.OE,F.SET."44" 9 / f PCC Ilk , > < , 'AREA .. »». NOTES t' , OTFSET. 39 STATION AND OFFSET CALLOUTS BASED OFF PROP CONSTRUCTION BASELINE G. .r[ i;, s F l: .Sr tv i r 100 r : 20 50 p +78 76 SCALE: OFFSET: 77.02 - I * � . ", *1 I\ I ,' 5 I "1 i i , CURVE TABLE NORTH ANDOVER a q- � ? � �I . � - IT-... ROUT DING zI � 1I �, i , i - CURVE RADIUS LENGTH TANGENT DELTA E 125 (OSGOOD ST) AT OSGOOD LAN � , � 20 976�50 219.00 110.00 12.86'� SHEET TOTA L 0�I0L4s STATE FED.AID PROJ.NO. 0 1 " 21 1 ,96.00 4.50 2.25 0.13 NO. SHEETS 0 3 22 250.00 32.70 16.40 7.50' MA - 27 61 . . , I *--" .." -l --. , *- ."1 N.* I, � ,�f ," I ..1"1 - ..- I l �I" I. ,. .1 '\..............................*1 , 1I1 �I 1i\1'11,' --. 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"* f /- " -Pi , "- - � I1I 1i�-..1 I � 1 , , I , , j 30za0I ,0_mx:--Ct0c-C�1 ,0 , 0 I , � I l b, " CURB GPLANS i s ) � TIE & GRADIN , 9, "" , k SHEET 5 OF 5 0, - - ---- ---- - - '�,� ? , ,; " � " �,--,- --` , � I " ,iI /� - I , I o ,' " ' , ; ," � "f 9 q --l' pVAV of _ , 1 : W i ff"1l , , � i - p, 'E,�i ll I ,g'" .� �� � / �,- - I 1 I I � -' o. 31, < , " y6 ' 1 a 1 I 0 u1 �, "' I ," 1 �, I0-- D4ro4- - - I4,1 !III. -- �,,.F , i� ;�� V5, � i � 1 , � j, � � B �' f �U" / v - 11 -N .,6-, C r'-- SIGAI�R � % s' I �e � J �TE , i I; Lic. No. 38118P 6 il y, M 1 / , , ---- -- ��-�,/ - 14 ,1��� --"�-.--- , , "" � , ,I /, i , l � :, ",,-;. I s i I - .rei , " k /i I i ll -, d / ? , , I/ I i ", ",�v" / , ,,D /�u , ,,P "I r ,I ,� U1 - ,� , � , IJ / i? ., ,. A �N A � j ., tfil ,r e ", � f , �- , 1�- .e/ ,, , , , - / I 0 7�-1, I / i'q , ;� J"ft ?'" " ,t S ; I W. , f ---.... I R I , \ I ? 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I , k �, I � I 17 , - � , 4 Il 2 , +92.81 /I � /1 "k --. 6 /, "" -- /OFFSET: 24:O 00, G�" , � 21 -1 ��/ /1 / 1 , / I - .._ , � � I z - I , 0 ,/ 22I I 14,80 pcc 1 - -,\, � I � � ✓/i , , � OFFSET 24.00 O - - ; I 7 , -- 01.14� 0 ', 1� 3 FFSE 4 0 OoOT. .05 s � �, i � i � 1 1 � " � � I I I , EXIST SHLO - . g, ' "'. ,0 I �,I " , ,� � � 1 , I A � I I � � k , � 1 �11 1 - , 1 , , , I , - L� % I NOTES ----�- - .,X `- ' I �� � \ I11 ✓, " I lij /,, - +7 -- --- STATION AND OFFSET CALLOUTS BASED OFF PROP CONSTRUCTION BASELINE55 - OFFSET26.08 � -i --I " "I ---,1 , I " --," 1992',,piATE Ilk ALT�RATI - " 'll- 1 0 20 50 100 ,. . 11- , SCALE 1 = 20 ` , \\ " -- I I z . y s NORTH ANDOVER ' ROUT # t _ E 125 (OSGOOD ST) AT OSGOOD LANDING w y < 2 ..w:,.,4 n 9 / .� ; � s SHEET TOTAL cV £ FED STATE AID £ NO. SHEETS MA - CL 28 61 ¢ r s, PROJECT FILE NO. NIA TRAFFIC SIGNS & PAVEMENT MAR KINGS SHEET 1 OF 5 l ~�' C VV/ 1 �: CL �) CIO Ql* 0 441 Q 38,:B N co _Tb CD co SIGNATURE v ALt"•- " � $t JOHN ANTE h Lic. No. 38118 PROFESSIONAL ENGINEER MA 8 Op F { REMOVE EXISTING _ .s ILLUMINATED WARNING SIGN STA. 92+00± f �. „ 1 ,1,00 — RET 1 s z 70'(7`�,�, ,.,V^ARIES RET R.3-7L w. ,, z uj 0 O O T. o t .ry. , 6�0 ,..: .. �R3 7L YL:. R2.5' `� «:,. M R3-7R ...S.,W L R1211' 10,D R1222' 80'SQ''L ..w..:, +00 21,� — 235' W SL 34 DBYL R&R R3-7 WL. 12 SL i I BINL R3-7 10, 0 2' SH `° m x / L fg ,.., - ►,,,,,,z s ^ S L a; it W $## 3 r 5 00 5 ry: 5 f i i , i� 'r r R3-8a LIMIT OF WORK t, ..:,. > : ,.. MEET SITE W ORK x< Y : s.2 r i S « S S OU ......... ------ 1-oft S `fir £ o S s= _ ,£ f J o -. .« < : j Yam.:> 3 14 co 5. 5 S S S 0 20 50 100 ✓ # 5 Q 5 SCALE: 1" = 20' e Y% f1 5� t i; 9 3 ' •5 , < 2 NORTH ANDOVER ROUTE 125 ( SG OD OOD LANDINGLO O O ST) AT OSG SHEET TOTAL N ' 3 ,KING,., _. e, t STATE FED.AID PROJ.NO. NO. SHEETS N z », ¥i MA - 29 61 Q »..:... PROJECT FILE NO NIA c\1 TRAFFIC SIGNS & PAVEMENT MARKINGS ,, ;. _. .w SHEET 2 OF 5 a i s JOuN D. c, V SIGNATURE "" JO N PEA TE H 5 PROFESSIONAL ENGINEER MA Lic. No. 38118 PA' KIINIIG fn S 3, i ` F + r e 3 t »., : i v zr , ,. .» { f £ 5 O � i Q C7 O 'r £ W O Z SJF y., W `, £` %, F r £ 2 W sr f O = o co 0 US 1`R3-7L f , SWL VARI J r »R. �»5 ,>. if �'' — RET R3-7L r , f »:..., r' s »..:.., < r�k 4 : v r vv....,..„... 'bR3975 / 5 211 C1 t 1 1, »..»,., tJL s s a D 3 By ».4 L f I B W R3-8c ,.w R3997' �-- „„ 3 �1`�tit 3+ ,.. ''-- _. _„w.,_ L �..._ v, 6 R4007' -- 1 r Mr. 32+00 pw�EX (Tl'P) 30 (TYp) »r »:, w 125 »..: 2' S H YL 10' O r»,...r_.M..,. SWl (OSGOOD CAT 300 .......� _,__ .. .M _ , . .v„� STREET) , R4029 N:: -- 31 +00 BWL DBY R&R`� C E CHANNEL►ZIN 29+ „.,,.., W G LI ,:,,, 30+00 E ,r; w .m� . 00 K `rr ». — R338 DBYL 28+00 RK "" R3375 5' BWL SWL REM R5-2A f R1-1 y R3-2 ,r AIn ,,, ......................... is S ✓ JJ a, S. .... ....._ ... 3 £ s S f n 5 S 35 € S SS E £._. ., .............................. £._ LIMIT OF 'WORK s£ O 4 MEET SITE WORKS V oo ,. ...... 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O z L) CO) , s t � � 3 t , y s { ' 'sg i J s q t% 2 1 °+r is` it » SWL VARIES ,.:,.,.,,,.:».............:« VARIES : ;4 «.., BWL 11, DBYL 11 ,.;.... .. VARIES DBYL Rome a IN 27+00 11' VARIES ( ) 26+00 FAT. 125 1OSGOOD 25+00 1 23+00 » 10' TYP. 1' 24+00 11 30' (TYP.) STREET) - :, II 11' BWL SWL —�-I 2 TYP _ _ DWLEx R7 10 7 — — — — — SWL Y _4., 2 SH ��'`"� 2 SH DWLEx MBTA BUS STOP SIGNAGE i.r.- �� .:.:w ROVIDED BY TA 4=: 'S , f <�� r,a ,. f f 5 0 20 50 100 :,. SCALE: 1" = 20' ,,..« s ,«. ss NORTH ANDOVER °; s's ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING STATE FED.AID PROJ.NO. SHEET TOTAL o NO. SHEETS cv i MA - 31 61 Q. f' PROJECT FILE NO. NIA A { m TRAFFIC SIGNS & PAVEMENT MARKINGS v SHEET 4 OF 5 a < 04 i Q J' S 9rd R� h- 00 ,.: "�' ,�<.,�`^ ;i"< te��,...•,..gat � � �� O SIGN TUBE Q JOHN PLA E PROFESSIONAL ENGINEER MA Lic. No. 38118 if ss f 5 o Z r'' Z Ock & ON W O €< f!., w O = Z E' � Z Z W Z W O = I O = U to { V N 1r 117 s; 4S F, j4 :l r i 0 ff x.= n ,n. m»m„» »,.»,.x,.,.. , . x. » . »..,..x,.x.. . mx, » r ,� ,...,.»,.�,.»..».. : ,.:»»» �., , .. :.. .,:n,:, vvx v,v..F v.:...:...:....v.»:.»: w».ww:.v. ,»::,....,..,. ,, .,.,,...,.:.,.:...:. 10' (TYP.) k12 11' 30 TYP. VARIES ,SL DBYL22 :CO.», , DBYL,, 2' (TYP.) C------------ 80' SWL YL 21 +0 0 — —a— —r- 14, Aq //��±± 2 0+ C7,..: 19+0 0 D W L Ex. . . 5 ( _.... »_.,_, :.x:n. „_,..,:_.,,,:_._,.,,: x.:_:.».:». ..:::». :..,n.,..»n.»„ BWL RT. 1 25 (OSVOO® — 11 18+0 80' SWL '1 17+00 11;w�` +0 BWL SL CW BWL SWLSTREET) ». ,r SWL SWL --- :, CW R3-8D 5-1 CW , '' R5-1 2' SH — 3-8c1 W y1 2, SH REM R5-2 10' L l 12" S L o R1-1 ra f cs� R3-2 »; f R&R R3-7R ® � r » LIMIT OF WORK '# - LIMIT OF WORK MEET SITE WORK :. MEET SITE WORK '� 3-7R £T Q ° 0 f i k Lu REM R3-7R Lu lt < s ,k V n ,F Q 1- 0 2 50 100 Z C► Wxµ.» SC E. 1 — 20 N<». :; .,' ,r' s! NORTH ANDOVER °; ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING ' STATE FED.AID PROJ.NO, SHEET TOTAL oN NO. SHEETS N rr, L MA - 32 61 Q PROJECT FILE NO N/A o TRAFFIC SIGNS & PAVEMENT MARKINGS SHEET 5 OF 5 a 14 CL n„ , ? s 0 if »r M S GROUND OBSCURIE......... � 0 PLANT'E SY 00 ' SIGN TURE ` "A` y > JOHN PLAT IF v..:,. ». »,»:,.,a `° Lic. No. 38118 �- PROFESSIONAL ENGINEER MA ? r ARX"NG AREA T :rr , .. W ' , O 2 '" f l p���♦ iY f' ilv : , ? hl' y, :.1 tr �f r ' , , is ,...»... ,,...,,:. r rf f f r , }f` y {% r >.it 3 R1 s _ , RK : r,.r r . s t: J. ..�.:_. , : i' ri yf y ^� rr R782 r R&R R3-8d r� R8-3 D9-1 s R772' tr ,. '., _.. ', r R761' R BWL 3 r „f ? 'R7 "���.,,,. REMOVE EXISTING 3.8d »».. R751' `�`"`" �- ILLUMINATED WARNING »,»»,..».,.,.,.»..........,.... »..........::...:...........: » ""� ",,,,�.,,� SIGN STA. 65 50 15+00 �. R9$,�.5r ..: R978.5 » L ».: 3 0 VVL 06, DVV F l .,...:.:..,..., �....��• —vt 00 iT 7 " 45 (os(; » . (j o � MEET & MATCH EXIST. CURB 0 20 50 100 SCALE: 1" = 20' NORTH ANDOVER a-- ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING STATE FED.AID PROJ.NO. SHEET TOTAL N NO. SHEETS N MA - 33 61 CL r. PROJECT FILE NO. N/A c 0 SIGN SUMMARY SHEET SHEET 1 OF 1 a IDENTIFICATION SIZE OF SIGN TEXT DIMENSIONS (INCHES) NUMBER OF COLOR POST SIZE AND UNIT AREA IN TEXT -------- - SIGNS NUMBER AREA SQUARE NUMBER LETTER VERTICAL ARROW BACK- ° a WIDTH HEIGHT REQUIRED LEGEND BORDER REQUIRED (S.F.) FEET �t *< iti. HEIGHT SPACING RTE. MRK. GROUND Cc , ,;; w -- — — a 381 8 t a to SEE MANUAL ON UNIFORM o R1-1 36 36 STOP TRAFFIC CONTROL DEVICES 3 RED WHITE WHITE P5-3 7.5 22.5 ®� SIG ATURE zl FOR STREETS AND JOH PLANTE ro... : HIGHWAYS P SSIONAL ENG K. MA I ic. No. 38118 0 0 DO NOT RED/ R5-1 36" 36" 0 4 WHITE BLACK BLACK P5-4 9 36 ENTER j P5-2 AND R3-2 36" 36" 4 WHITE BLACK BLACK 2 MOUNT WITH 9 36 R1-1 LEFT LANE R3-7L 36" 36" MUST 5 WHITE BLACK BLACK P5-4 9 36 TURN LEFT RIGHT LANE R3-7R 36" 36" MUST 4 WHITE BLACK BLACK P5-2 9 18 URN RIGHT R3-8a 42" 36" ly 2 WHITE BLACK BLACK P5-2 10.5 21 -i [ON LY R3-8d 60" 36" 5 WHITE BLACK BLACK P5-5 15 30 ONLY R3-8e 36" 36" 1 WHITE BLACK BLACK P5-2 9 18 ONLY PARKING R7-107 24" 30" BUS 1 2 WHITE RED RED P5-2 5 10 STOP R8-3 30" 30" STATE (CUSTOM) HIGHWAY PARKING 1 WHITE BLACK BLACK P5-1 6.25 6.25 PROHIBITED R10-7 24" 30" DD NOT BLOCK! 1 WHITE BLACK BLACK 1 MOUNT WITH 5 5 R3-7L INTERSECTION D9-14 POLICE (CUSTOM) 30" 30° 1 WHITE BLACK BLACK 1 MOURN8T3WITH 6.25 6.25 W3-3 30" 30" 2 YELLOW BLACK BLACK P5-2 6.25 12.5 M BTA BUS - 12" 32" STOP SIGN MBTA BUS STOP DESIGN 1 WHITE BLACK RED P5-1 2.57 2.57 GUIDELINES NORTH ANDOVER a ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING NORTH DRIVE STATE SIGNAL ID NO. SHEET TOTAL N NO. SHEETS N MA 0532 34 61 CL PROJECT FILE NO. N/A N c 0 TRAFFIC SIGNAL PLAN 0 a `stir 's $ ? Z SIGNATURE "' 0 s JOHN LANTE PR SIONAL ENGIN ER MA Lic. No. 38118 LL LL 04 F r� DD �g `` cv M:«, 4 L f < z s ` if 00 cl 97� PROP`NEK4 TS2..TYPE 1 TS CONTROLLER IN A f PROP 15' PEDESTAL MOUNTED TRAFFIC 3 DD TYPE 6 BASE MOUNTE`D`C-AB1,NET WITH FDN AND SIGNAL (TYP) CONC PAD f s` T NO j' PROP ELECTRIC SERVICE CONNECTION s s ff 1 REMOVE EXISTING S�i° Q• PROP 45' STEEL MAST ARM WITH FDN (TYf ) ILLUMINATED WARNING PROP 15' PEDESTAL MOUNTED TRAFFIC ` M,«. SIGN STA. 92+00t „< PROP EMERGENCY SIGNAL (TYP) PREEMPTION DETECTOR TYP EXISTING PROP GRIDSMART ADVANCE CO-MOUNTED f' PROP ART ADVANCE VIDEO „ CONDUIT TO -- WITH BELL VIDEO DETECTION CAMERA (TYP) `r DETE.CTI C A TYP (f. s f' BE REMOVED PROP HH 12"X24" TYP RET MECO PLOP PRE-EMPTION s>r { ) (TYP) 't.+ < gyp$ 3 RE * ,3=7LE (TYP) ` N 89+00 _ PROP ADVANCE DETECTION ZONE ""- ``� PROP VID O DETECTION P4 APPROXIMATELY 285' FROM STOP LINE ZONE (TY ) 30�oa D-1 C a:•... µ —$ M..., TM NE APPROXIMATELY 5 0 ', ZONE IVJATELY 28 ' 5 F -..y,V3 f�7 '..-„---_.. FRO11 STOP LINE Q 02:`'•: . , p_ N �+► 125 RECORD «" ' t y 3 f ST ....k R 3� w . 00 PROP PEDESTRIAN IGNAL HEAD TYP <A _ r a, •—� f PROP APS PUSH BUTTON WITH SIGN (TYP) p PROP 10' PEDESTAL POLE WITH FDN (TYP) - _ _ Nµ 31-0 3: PROP HH (12"X24") (TYP) PROPOSED S.H.L.O. _ PROP ADVANCE DETECTION .. N ( Y ) R - _ .,.,. PROP 25' STEEL MAST A��M WITH FD T P & ZONE APPROXIMATELY 120' jj FROM STOP LINE 4 PROP VEHICULAR SIGNAL«"HEAD (TYP) P E WITH FDN ) .,,.,,..,....,...:....... - :......... ..:..... PROP 8 E D E ALP L ( 0 � � TYP f„ s PROP ADVANCE DETECTION ZONE - "" 12 FR M STOP LINE O N E APPROXIMATELY 0 O S , '£ O OC N7 � d .� � f O REM R5-2A J , C R 4 i Sfi Sw 0 20 50 100 SCALE: 1" = 20' NORTH ANDOVER ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING NORTH RIVE L. cU , Pi SHEET TOTAL STATE SIGNAL ID NO. o NO. SHEETS P1 f i 3 ,O MA 0532 35 61 SIGN TUBE 'AL PROJECT FILE NO. N/A C: 01 02 04 069 (PED)** JOHN LANTE TRAFFIC SIGNAL DATA PROFESSIONAL ENGINEER MA Lic. No. 38118 0 z 40 0 E@ CVN VIDEO DETECTOR DATA R: 77 ' ----------- MAJOR ITEMS REQUIRED DELAY T/ME EFFECTIVE DNL YDURING CALLED ORED. T/ME 1N SEC, o --- J Q SEQUENCE ,AND TIMING FOR FULL ACTUATED CONTROL (COORDINATED) — (9 PAY ITEM QUANTITY ITEM in STREET DIRECTION HOUSINGS 1 2 3 4 5 6 7 8 9 0 11 FLASH NEMA TS2 TYPE 1 CONTROLLER Wj VIDEO DETECTION SYSTEM IN A 12 19 20 21 _ OPER. DETECTOR DETECTOR DELAY EXT. 0 0 �- 1 TYPE 6 BASE MOUNTED CABINET INCLUDING FOUNDATION & CONCRETE NUMBER DIRECTION CAMERA SIZE TIME TIME CALLED EXTEND a ROUTE 125 N B A -fG— -�FY- R R R R R R R •F� -�Y— R R R -R --�FY- PAD ry ROUTE 125 NB B,C R R R R R R R R R G Y R R R R FY 360 DEGREE VIEW GRIDSMART BELL VIDEO DETECTION CAMERA W/ ROUTE 125 SB D,E,F,G R R R G Y R R R R R R R R R R FY 1 MOUNTING HARDWARE (INCLUDING PERFORMANCE PACKAGE AND COUNTING NBL V1 6'x50' 0 0 01 01 I 1 600 OSGOOD ST. NORTH DRIVE EB H,J,K R R R R R R G Y R- R_ R R R R R FP, MODULE) NBT V1 6'x50' 0 0 06 06 N CID PEDESTRIAN CROSSING ALL P1 P4 DW Dw DW DW DW DW Dw DW DW DW DW DW W FDw DW OUT 2 SINGLE VIEW GRIDSMART TRADITIONAL ADVANCE VIDEO DETECTION /L v CAMERA W,/ MOUNTING HARDWARE (INCLUDING PERFORMANCE PACKAGE NBTR V1 6'x5O' 0 0 06 06 0 AND COUNTING MODULE) 1 1 GS2 VIDEO PROCESSOR SBT V1 6'x5O' 0 0 02 02 -- 1 BUS INTERFACE UNIT (BIU) FOR PROPOSED VIDEO PROCESSOR SBT V1 6'x5O' 0 0 02 02 1 -- BLACK AND WHITE 9" MONITOR AND PROGRAMMING KEYPAD � SBR V1 6'x5O' 0 0 02 02 1 25 FT TYPE II GALV. STEEL MAST ARM WITH FOUNDATION 6 -- 1 45 FT TYPE II GALV. STEEL MAST ARM WITH FOUNDATION EBL V1 6'x50' 0 0 03 03 -- 1 ELECTRIC SERVICE CONNECTION (UNDERGROUND) EBLR V1 6'x5O' 0 0 03 03 SIGNAL HEAD 3-SECTION 12" L.E.D. W/ 5" FLAT NON-LOUVERED TIMING IN SECONDS 9 NB V2 22'x6' 0 0 06 066 BACKPLATE AND 3" YELLOW RETRORE;FLECTIVE BORDER MINIMUM GREEN (INITIAL) 6 1 8 8 8 SIGNAL HEAD 4-SECTION 12" L.E.D. W/ 5" FLAT NON-LOUVERED NB V2 22'x6' 0 5 06 06 PASSAGE TIME (VEHICLE) 2_ 2 2 2 1 BACKPLATE AND 3" YELLOW RETROREFLECTIVE BORDER MAXIMUM 1* 8 45 30 45 2 EMERGENCY PREEMPTION OPTICAL DETECTOR � SB V3 22'x6' 0 0 0202--T - MAXIMUM 2 15 45 60 45 1 EMERGENCY PREEMPTION PHASE SELECTOR (2 CHANNEL) & RACK SB V3 22'x6' 0 5 02 02 YELLOW CLEARANCE 4 4 4 4 0 PEDESTRIAN SIGNAL HEAD, L.E.Q. W/ COUNTDOWN TIMER & CAP RED CLEARANCE 1 1 1 � z 4 VISOR ( ) - - � AIRS PUSHBUTTON & SIGN W/ AUDIBLE & VISIBLE INDICATOR, WALK w T 4 VIBRO-TACTILE ARROW AND SPEECH-WALK MESSAGE PEDESTRIAN CLEARANCE _- 23 3 W 2 8 FT STEEL PEDESTAL POLE W/ FDNI 2 15 FT STEEL PEDESTAL POLE W/ FDN RECALL (SOFT) OFF SOFT OFF_ SOFT OFF 1 10 FT STEEL PEDESTAL POLE W/ FDN MEMORY NON-LOCKING LOCKING NON-LOCKING LOCKING NON-LOCKING 804.3 1530 3" SCHEDULE 80 PVS CONDUIT 811 .22 4 HANDHOLE 12"X24" - * - MAXIMUM 1 SHALL BE FOR FREE OPERATION Plus all necessary duct, cable, labor, miscellaneous COORDINATION DATA DURING NON-COORDINATED PERIODS material and equipment to complete the installation. (ALL ENTRIES IN SECONDS) ** - PHASE 9 SHOULD BE ON PEDESTRIAN PUSH BUTTON ACTUATION ONLY CYCLE TIME PERIOD OFFSET CYCLE SPLIT LENGTH NUMBER TRAFFIC SEQUENCE NOTES: CYCLE 1 MON-FRI: 7:00 - 9:00 62 90 1 1. ANY PHASE NOT CALLED WILL BE SKIPPED. SIGNAL CYCLE 2 MON-FRI: 15:00 - 18:00 31 90 2 IDENTIFICATION WILL NOT CHANGE IF THE ASSIGNED RIGHT OF WAY DOES NOT CHANGE SPLIT 01 02 03 06 DURING THE NEXT PHASE CALLED. PREFERENTIAL PHASING SEQUENCE 2. IF PERMISSIVE TURN PHASE FOLLOWS SPLIT 1 9 61 20 70 PROTECTED TURN PHASE FOR THE SAME FIRE PREEMPTION SCHEDULE APPROACH THEN A GREEN ARROW MUST BE SPLIT 2 9 58 23 67 -....._...................... _.._.._________ CLEARED WITH A YELLOW ARROW. 0 1 &0 6 0 2&0 6 0 9 (PED) 04 3. FLASH FOR EMERGENCY OPERATIONS ONLY. DETECTOR APPROACH PREEMPTION NEXT PHASE EMERGENCY VEHICLE PREEMPTION OPERATION: NUMBER PHASE CALLED , ------- 1. EMERGENCY VEHICLE PREEMPTION SHALL BE ACTUATED BY AN D-1 NORTHBOUND 1 +6 2+6 OPTICAL SIGNAL FROM AN OPTICAL EMITTER MOUNTED ON AN 77 EMERGENCY VEHICLE AND RECEIVED BY AN OPTICAL D-2 SOUTHB©UND 2 2+6 -� DETECTOR LOCATED AT INTERSECTION.A SEPARATE RECEIVING DETECTOR IS REQUIRED FOR EACH DETECTED APPROACH. 1 2. PREEMPTION SIGNALS FROM MULTIPLE APPROACHES SHALL BE SERVICED ON A FIRST DETECTED FIRST SERVED BASIS. 3. IN RESPONSE TO A PREEMPTION SIGNAL RECEIVED AT AN INTERSECTION BY AN OPTICAL DETECTOR,.THE CONTROLLER SHALL TIME THE CLEARANCE INTERVALS OF THE ACTIVE PHASE (IF DIFFERENT THAT TO BE SERVICED)AND ADVANCE TO AND/OR HOLD IN EMERGENCY VEHICLE PREEMPTION PHASE UNTIL PREEMPTION SIGNAL CEASES. THE CONTROLLER SHALL THEN _TIME CLEARANCES AND SIMILARLY SERVICE OTHER EMERGENCY VEHICLE PREEMPTION SEQUENCES IN THE ORDER RECEIVED (IF RECEIVED) OTHERWISE, RESUME NORMAL PREFERENTIAL NEMA DUAL RING PHASING NOTES. PHASE SEQUENCE. 4. PREEMPTION MINIMUM GREENS SHALL BE 10 SECONDS. 5. NORMAL CLEARANCES SHALL BE PROVIDED ON PHASES THAT ARE TERMINATED BY PREEMPTION DEMAND. 6. ACTUAL TIMMING FOR PREEMPTION SHALL BE DETERMINED IN 01 02 03 04 THE FIELD IN COORDINATION WITH THE FIRE DEPARTMENT AND SIGNAL IDENTIFICATION SHALL BE APPROVED BY MASSDOT PRIOR TO OPERATION. TRAFFIC CONTROLLER DATA NEMA PHASING NOTES: PARAMETER SELECTION / 1. PHASES ASSOCIATED BY A SOLID LINE SHALL NOT cn OPERATE CONCURRENTLY. z z PHASE ASSIGNMENTS STD. NEMA 2. PHASES ASSOCIATED BY A DASHED LINE MAY OPERATE _ OVERLAPS STD. NEMA CONCURRENTLY. r . 16" Y[ RINGS DUAL 3. THROUGH MOVEMENTS MAY INCLUDE RIGHT TURNS. SIMULTANEOUS GAP OUT DISABLED I I I < I 4. IF THE ASSIGNED RIGHT OF WAY FOR ANY TRAFFIC _ J 18" MOVEMENT IS TO REMAIN IN EFFECT DURING THE NEXT t"� r7 @ `� f ALL RED REST OFF \ / \ CALLED PHASE, THE SIGNAL INDICATIONS FOR THAT ``-�' �- TRAFFIC MOVEMENT SHALL NOT CHANGE DURING THE MINIMUM YELLOW IN SECONDS 3 CHANGE INTERVAL(S) UNLESS OTHERWISE NOTED, E,F,G H J,K P1,P2,P3,P4 MAX 11 BY INTERNAL CLOCK NO -• L NIGHT TIME FLASH BY INTERNAL CLOCK NO A 05 06 07 08 NORTH ANDOVER a ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING SOUTH DRIVE STATE SIGNAL ID NO. SHEET TOTAL N NO. SHEETS N MA 1168 36 61 0 PROJECT FILE NO. N/A N c 0 TRAFFIC SIGNAL PLAN a) w 0 a �ga� OF--q�� 3: , C� -E O ] CiViv ri Q 0 38 18 —� SIGNATURE 0NALE 0. y,�ysr JOHN L U) PROFESSIONAL ENGINEER MA Lic. No. 38118 U- Q f'a �. { ~I I PROP VEHICULAR SIGNAL HEAD (TYP) PROP NEMR TS2 TYPE 1 TS CONTROLLER IN A TYPE 6 BASE MOUNTED CABINET WITH FDN AND CONC PAD bN PROP 40' STEEL MAST ARM WITH FDN (TYP) j PROP 25' STEEL MAST ARM WITH FDN (TYP) ff PROP EMERGENCY PREEMPTION f PROP 10' PEDESTAL POLE WITH FDN (TYP) DETECTOR (TYP) " PROP GRIDSMART ADVANCE CO—MOUNTED PROP ELECTRIC SERVICE CONNECTION WITH BELL VIDEO DETECTION CAMERA (TYP) :3091036.6223 PROP AbVAN`CE DETECTION ZONE PROP PRE—EMPTION E:760325.9469 I PROP HH (12"X24") (TYP) EXISTING S.H.L.O. I I3 t APPROXIMATELY 120' FROM STOP LINE STROBE (TYP) ;' PROP GRIDSMART ADVANCE VIDEO s'/ _ ` PROP ADVANCE DETECTION ZONE MECO #851 - - - - - - - - - - - - - -o— - - — — - IMATELY285' F — _ APPROX STOP LINE DETECTION CAMERA TYP — — — — — � `" — R8 3 M ,r_ > RO . „ � ;:. �; H .-..,... w. .:, �,, . . ,."_"N, .: — EXISTING CONDUIT TO [�AEn�REI�(OVED RT. 125 RECORD BASELINE O� :.:•.Q36 GOOD ,TREET C • 3 73+0 0 � T— YROUTE 5 7 .. 68+ .................... 5`... Q1.1' J� «` 17+00 15+0 K J 1 . ., — — — — — — 3 1 + 0 EXISTING S.H.L.O. PROP VIDEO DETECTION ZONE TYP 71 P REM•R5-2 _ _ _ i d PROP EMERGENCY PREEMPTION � D ANCE DETECTION ZONE _ �..,_ _ _ _ _ ,� � APPROXIMATELY 120' FROM STOP LINE 3, .. /� P DETECTOR (TYP) PROP ADVANCE DETECTION ZONE d APPROXIMATELY 285' FROM STOP LINE PROP PEDESTRIAN SIGNAL HEAD {TYP) f' `' f:,• R R R3-7R PROP 35' STEEL MAST ARM WITH FDN {TY=P�;: PROP APS PUSH BUTTON WITH SIGN (TYP) �....... PROP 8' PEDESTAL POLE WITH FDN (TYP) PROP HH (12"X24") (TYP) s" i§ PROPOSED S.H.L.O. PROP 20' STEEL MAST ARM WITH FDN (TYP) 77 d SS 3 5 x W8 �' , REM R3-7R t '. k t• 1�\ h d' f 'h k o. ay ; 0 20 50 100 SCALE: 1" = 20' NORTH ANDOVER ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING 01 02 04- 05 06 08 09 (PED)** SOUTH DRIVE STATE SIGNAL ID NO. SHEET TOTAL N - MAJOR ITEMS REQUIRED NO. SHEETS N 1 ® , MA 1168 37 61 Q ------ j PAY ITEM QUANTITY ITEM N ... _ PROJECT FILE NO. N/A --- z ��-�z NEMA TS2 TYPE 1 CONTROLLER W/ VIDEO DETECTION SYSTEM IN A ° �0`N TRAFFIC SIGNAL DATA 2 1 TYPE 6 BASE MOUNTED CABINET INCLUDING FOUNDATION & CONCRETE --t------------ PAD L -- ---- 1 360 DEGREE VIEW GRIDSMART BELL VIDEO DETECTION CAMERA W/ SEQUENCE AND TIMING FOR FUEL ACTUATED CONTROL (COORDINATED) MOUNTING HARDWARE (INCLUDING PERFORMANCE PACKAGE AND COUNTING MODULE) FLASH SINGLE VIEW GRIDSMART TRADITIONAL ADVANCE VIDEO DETECTION d STREET DIRECTION HOUSINGS 1 2 3 4 5 67 7 8 9 10 11 12 19 20 21 22 23 24 25 26 27 OPER 2 CAMERA W/ MOUNTING HARDWARE (INCLUDING PERFORMANCE PACKAGE a ROUTE 125 NB A -4C— —FY- R R R R R R R R R R -+Fly •Y— R R R R R R R —FY- AND COUNTING MODULE) COORDINATION DATA ROUTE 125 NB B,C,L R R R R R R R R R R R R G Y R R R R R R R FY 1 GS2 VIDEO PROCESSOR (ALL ENTRIES IN SECONDS) z ROUTE 125 SB D R R R —FY- -FY— R R R R -fG— - FFY- R R R R P, R R R R R —FY- 1 BUS INTERFACE UNIT (BIU) FOR PROPOSED VIDEO PROCESSOR Cn ROUTE 125 SB E,F R R R G Y R R R R R R R R R R R R R R R R FY 1 BLACK AND WHITE 9" MONITOR AND PROGRAMMING KEYPAD CYCLE TIME PERIOD OFFSET CYCLE SPLIT LL - - -- LENGTH NUMBER 1600 OSGOOD ST. SOUTH DRIVE EB G,H R R R R R R G Y R R R R R R R G Y R R R R FR 1 20 FT TYPE 11 GALV. STEEL MAST ARM WITH FOUNDATION GAS STATION DRIVEWAY WB J,K R R R R R R G Y R R R R R R R G Y R R R R ER 1 25 FT TYPE 11 GALV. STEEL MAST ARM WITH FOUNDATION CYCLE 1 MON-FRI: 7:00 - 9:00 - 90 1 Of- PEDESTRIAN CROSSING ALL P1 P4 DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW W FDW DW OUT 1 35 FT TYPE 11 GALV. STEEL MAST ARM WITH FOUNDATION ~I 1 40 FT TYPE 11 GALV. STEEL MAST ARM WITH FOUNDATION CYCLE 2 MON-FRI: 15:00 - 18:00 - 90 2 0 N 1 co ELECTRIC SERVICE CONNECTION (OVERHEAD) SPLIT 01 02 03 05 06 v _ _ SIGNAL HEAD 3--SECTION 12" L.E.D. W/ 5" FLAT NON-LOUVERED j BACKPLATE AND 3" YELLOW RETROREFLECTIVE BORDER SPLIT 1 20 40 30 20 40 - 2 SIGNAL HEAD 4--SECTION 12" L.E.D. W/ 5" FLAT NON-LOUVERED SPLIT 2 17 19 54 17 19 - BACKPLATE AND 3" YELLOW RETROREFLECTIVE BORDER TIMING IN SECONDS 2 EMERGENCY PREEMPTION OPTICAL DETECTOR -� - — 1 EMERGENCY PREEMPTION PHASE SELECTOR (2 CHANNEL) & RACK MINIMUM GREEN (INITIAL) 6 8 8 4 8 8 PEDESTRIAN SIGNAL HEAD, L.E.D. W/ COUNTDOWN TIMER & CAP PASSAGE TIME (VEHICLE) 2 2 2 2 2 2 4 VISOR MAXIMUM 1" 12 4-5 30 30 45 30 - APS PUSHBUTTON & SIGN W/ AUDIBLE & VISIBLE INDICATOR, � 4° r MAXIMUM 2 30 I5 60 30 45 60 4 _ VIBRO-TACTILE ARROW AND SPEECH-WALK MESSAGE � r YELLOW CLEARANCE 4 4 4 4 4 4 J 1 8 FT STEEL PEDESTAL-POLE W/ FDN RED CLEARANCE 1 1 2 1 1Lj 0 1 10 IFT STEEL PEDESTAL POLE W/ FDN o WALK W V _ Lj 804.3 L 1460 3" SCHEDULE 80 PVS CONDUIT �r �' -IL � PEDESTRIAN CLEARANCE _ — 20 3 w 811 .22 5 HANDHOLE 12"X24" SGNATUR JOH Plus all necessary duct, cable, labor, miscellaneous P OFESSIONAL ENGINEER MA Lic. No. 38118 RECALL (SOFT) OFF SOFT OFF OFF SOFT OFF OFF material and equipment to complete the installation. MEMORY NON-LOCKING LOCKING NON-LOCKING NON-LOCKING LOCKING NON-LOCKING NON-LOCKING * - MAXIMUM 1 SHALL BE FOR FREE OPERATION VIDEO DETECTOR DATA DURING NON-COORDINATED PERIODS ** - PHASE 9 SHOULD BE ON PEDESTRIAN PUSH BUTTON DELAYT/MEEFFECTIVEONLYDURING CALLED OREC TIMEINSEC. ACTUATION ONLY TRAFFIC SEQUENCE NOTES: DETECTOR DIRECTION CAMERA DETECTOR DELAY EXT. 0 0 PREFERENTIAL PHASING SEQUENCE 1. ANY PHASE NOT CALLED WILL BE SKIPPED. SIGNAL IDENTIFICATION NUMBER SIZE TIME TIME CALLED EXTEND WILL NOT CHANGE IF THE ASSIGNED RIGHT OF WAY DOES NOT CHANGE DURING THE NEXT PHASE CALLED. d NBL V1 6'X50' 0 0 01 01 2. IF A PERMISSIVE TURN PHASE FOLLOWS A PROTECTED TURN PHASE 0 1 &0 6 FOR THE SAME APPROACH THEN A GREEN ARROW MUST BE NBT V1 6'x5O' 0 0 06 06 CLEARED WITH A YELLOW ARROW. ZL 3. FLASH FOR EMERGENCY OPERATIONS ONLY. d NBTR V1 6'x5O' 0 0 06 06 ..� EMERGENCY VEHICLE PREEMPTION OPERATION: 1. EMERGENCY VEHICLE PREEMPTION SHALL BE ACTUATED BY AN SBL V1 6'x5O' 0 0 05 05 OPTICAL SIGNAL FROM AN OPTICAL EMITTER MOUNTED ON AN SBT V1 6'x5O' 0 0 02 02 --- -- - EMERGENCY VEHICLE AND RECEIVED BY AN OPTICAL 0 1 &0 5 0 2&0 6 0 5&0 9(PED) 0 4&0 8 DETECTOR LOCATED AT INTERSECTION.A SEPARATE RECEIVING SBTR V1 6'x5O' 0 0 02 02 DETECTOR IS REQUIRED FOR EACH DETECTED APPROACH. 2. PREEMPTION SIGNALS FROM MULTIPLE APPROACHES SHALL BE EBLT V1 6'x50' 0 0 03 03 .00 I SERVICED ON A FIRST DETECTED FIRST SERVED BASIS. 3. IN RESPONSE TO A PREEMPTION SIGNAL RECEIVED AT AN EBR V1 6'x50' 0 0 03 03 1 INTERSECTION BY AN OPTICAL DETECTOR,THE CONTROLLER 8 —J' SHALL TIME THE CLEARANCE INTERVALS OF THE ACTIVE PHASE WBLTR V1 6'x30' 0 0 03 03 I 11'�, (IF DIFFERENT THAT TO BE SERVICED)AND ADVANCE TO AND/OR 9 0 5&0 2 ------------- HOLD IN EMERGENCY VEHICLE PREEMPTION PHASE UNTIL PREEMPTION SIGNAL CEASES. THE CONTROLLER SHALL THEN NB V2 22'x6' 0 0 06 06 TIME CLEARANCES AND SIMILARLY SERVICE OTHER EMERGENCY VEHICLE PREEMPTION SEQUENCES IN THE ORDER RECEIVED(IF Q NB V2 22'x6' 0 5 06 06 RECEIVED) OTHERWISE, RESUME NORMAL PREFERENTIAL 4. PREEMPTION MINIMUM GREENS SHALL BE 10 SECONDS. SB V3 22'x6' 0 0 02 02 PHASE SEQUENCE. —"" 5. NORMAL CLEARANCES SHALL BE PROVIDED ON PHASES THAT SB V3 22'x6' 0 5 02 02 ARE TERMINATED BY PREEMPTION DEMAND. 6. ACTUAL TIMMING FOR PREEMPTION SHALL BE DETERMINED IN THE FIELD IN COORDINATION WITH THE FIRE DEPARTMENT AND SHALL BE APPROVED BY MASSDOT PRIOR TO OPERATION. NEMA PHASING NOTES: 1. PHASES ASSOCIATED BY A SOLID LINE SHALL NOT OPERATE CONCURRENTLY. NEMA DUAL RING PHASING NOTES. 2. PHASES ASSOCIATED BY DASHED LINE MAY OPERATE CONCURRENTLY. 3. THROUGH MOVEMENTS MAY INCLUDE RIGHT TURNS. 01 02 03 04 4. IF THE ASSIGNED RIGHT OF WAY FOR ANY TRAFFIC CALLED PNT IS HASE,HASE,O REMAIN THE SIGNAL EFFECT NDICATIONSING THE FORTHAT NEXT SIGNAL IDENTIFICATION TRAFFIC MOVEMENT SHALL NOT CHANGE DURING THE TRAFFIC CONTROLLER DATA CHANGE INTERVAL(S) UNLESS OTHERWISE NOTED. Z � PARAMETER SELECTION PHASE ASSIGNMENTS STD. NEMA FIRE PREEMPTION SCHEDULE OVERLAPS STD. NEMA I i I I I cli " RINGS DUAL I < I 1 I Z Y 16 J SIMULTANEOUS GAP OUT DISABLED 18„ - \ / \ DETECTOR APPROACH PREEMPTION NEXT PHASE iv Q /�� NUMBER PHASE CALLED �` /) ALL RED REST OFF Q MINIMUM YELLOW IN SECONDS 3 -4 L D-1 NORTHBOUND 1 +6 2+6 B,C,E,F,G, LED H,J,K,L P1,P2,P3,P4 MAX II BY INTERNAL CLACK NO D-2 SOUTHBOUND 2+57r7 2+6 A,D NIGHT TIME FLASH BY INTERNAL CLOCK NO 05 06 07 08 NORTH ANDOVER a ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING ' ti STATE SIGNAL ID NO. SHEET TOTAL N NO. SHEETS N CL MA 1168 38 61 d PROJECT FILE NO. NIA 04 c 0 TRAFFIC SIGNAL COORDINATION DATA 6 OF, 0 PLAN] 1� COORDINATION DATA C®ORDINATION DATA TIME - SPACE DIAGRAM fdo g ; �(� o SCALES YF <7 j (ALL ENTRIES IN SECONDS) (ALL ENTRIES IN SECONDS) 1"=40 SECONDS VERTICAL " / ROUTE 125/1600 OSGOOD ST. SOUTH DRIVE ROUTE 125/1600 OSGOOD ST. NORTH DRIVE 1"=400 FEET HORIZONTAL z NOTE: PROGRESSION SPEED=40 MPH SIGNATURE �f''' `i JOHN PLANTE c� PROFESSIONAL ENGINEER MA Lic. No. 38118 U- AM PEAK PM PEAK AM PEAK PM PEAK ¢ PLAN 1 PLAN 2 PLAN 1 PLAN 2 CYCLE LENGTH 90 90 CYCLE LENGTH 90 90 OFFSET o o OFFSET 62— , NB sB AM PEAK HOUR NB sB PM PEAK HOUR T, SPLIT 0►1 20 17 SPLIT t�1 T 9 6:00 AM TO 9:00 AM 3:00 PM TO 7:00 PM N 00 SPLIT 42 40 19 SPLIT 02 61 581 NB v SB SPLIT 03 30 54 SPLIT 03 20 23 90— — 90 r SPLIT 05 20 17 SPLIT 06 70 67 03 : :0 03 SPLIT 06 40 9 IIII 70- - 70 IIII NB sB IIII SB BAND = 40 SC=CONDS IIII IIII 90 - 90 �6 0111) ::,S:B: BAND = 19 SECOND""---- S�3 03 r1111Zn 02 67 90— - 90 90— - 90 IIII IIII �4 0 0�3 ��11 - 06 �IIII � 60— =— 6� 01 03 o in 03 I 1 I 1 Ln 02 NB BAND = 30 SECONDS-----' IIII IIII IIII ofIIto 6 � NB BAND = 19 SECO'I II " 91 `tllll`� IIII OFFSET = 36— — 36 9 IIII IIII 62 SECONDS 02 O211110' 02 0 — 0 20— — 20 IIII 17— — 17 OFFSET = 01 0 0 tb5 IIII 01 rr r� 01 31 SECONDS _ IIII 0 IIII 0 IIII IIII IIII IIII A IIII IIII IIII A 1800 FEET 1800 FEET , SOUTH ROUTE 125 NORTH SOUTH ROUTE 125 NORTH DRIVE DRIVE DRIVE DRIVE TRAFFIC SIGNAL AND TRAFFIC SIGNAL AND INTERCONNECT INTERCONNECT CONDUIT SYSTEM CONDUIT SYSTEM SEE TRAFFIC SIGNAL PLAN SEE TRAFFIC SIGNAL. PLAN ROUTE 125/SOUTH DRIVE ROUTE 125/NORTH DRIVE W > IW Z � � Z INTERCONNECT CONDUIT SYSTEM ±1200 LF 1 STA. 72+80± TO STA. 85+00± r cn 0 Z �- - � a : >� ��� _ �: a a a vas asL7�_— II REPLACE EXISTING PULL BOX (TYP) II >I II Y — — — — — T ROUTE 125 (OSGOOD STREET) INTERCONNECT CONDUIT DETAIL NOT TO SCALE FORMULAS FOR DETERMINING TAPER LENGTHS VZ"OF NORTH ANDOVER a- NOTES: ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING SPEED LIMIT (S) TAPER LENGTH (L) SPEED LIMIT (S) TAPER LENGTH (L) JOHN D. 5 PLANTS FED.AID PROJ.NO. SHEET TOTAL 04 FEET Meters C L STATE 0 1. ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM NO. ISHEETS TRAFFIC CONTROL DEVICES" (MUTCD) AND ALL REVISIONS, UNLESS SUPERCEDED BY THESE PLANS. WS2 WS2 CL < 40 MPH OR LESS L= 60 KM/H OR LESS L MA 39 61 rL 2. ALL SIGN LEGENDS, BORDERS, AND MOUNTING SHALL BE IN ACCORDANCE WITH THE MUTCD. 60 155 PROJECT FILE NO. N/A 04 SIGNATURE C: 0 3. TEMPORARY CONSTRUCTION SIGNING AND ALL OTHER TRAFFIC CONTROL DEVICES SHALL BE IN PLACE PRIOR TO THE WS JOHN LANTE �0 0 E�5� 45 MPH OR MORE L= WS 70 KM/H OR MORE L= SI TEMPORARY TRAFFIC CONTROL PLAN 2 START OF ANY WORK. 1.6 SIGNATURE SIONAIL ENGINAR MA Lic. No. 38118 SHEET 1 OF 4 16 4. TEMPORARY CONSTRUCTION SIGNING, BARRICADES, AND ALL OTHER NECESSARY WORK ZONE TRAFFIC CONTROL DEVICES WHERE: L TAPER LENGTH IN FEET (METERS) SHALL BE REMOVED FROM THE HIGHWAY OR COVERED WHEN THEY ARE NOT REQUIRED FOR CONTROL OF TRAFFIC. 5. SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY, CHANNELIZING DEVICES, BARRIERS, AND W = WIDTH OF OFFSET IN FEET (METERS) N CRASH ATTENUATORS MUST PASS THE CRITERIA SET FORTH IN NCHRP REPORT 350, "RECOMMENDED PROCEDURES AT FOR THE SAFETY PERFORMANCE EVALUATION OF HIGHWAY FEATURES" AND/OR "MANUAL FOR ASSESSING SAFETY S = POSTED SPEED LIMIT, OR OFF-PEAK 85TH-PERCENTILE SPEED PRIOR TO HARDWARE" (MASH). WORK STARTING, OR THE ANTICAPATED OPERATING SPEED IN MPH (KM/H) 6. CONTRACTORS SHALL NOTIFY EACH ABUTTER AT LEAST 24 HOURS IN ADVANCE OF THE START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY CLOSURE OF ACCESS, SUCH AS CONDUIT INSTALLATION, EXISTING PAVEMENT Source: Table 6C-4 MUTCD LATEST EDITION co EXCAVATION, TEMPORARY DRIVEWAY PAVEMENT PLACEMENT, AND SIMILAR OPERATIONS. 7. THE FIRST TEN PLASTIC DRUMS OF A TAPER SHALL BE MOUNTED WITH SEQUENTIAL FLASHING LIGHTS. B 0 00 00 8. THE ADVISORY SPEED LIMIT, IF REQUIRED, SHALL BE DETERMINED BY THE ENGINEER. 0 REFLECTORIZED DRUM IN< !q_ 9. DISTANCES ARE A GUIDE AND MAY BE ADJUSTED IN THE FIELD BY THE ENGINEER. z V 0 A 10. MAXIMUM SPACING OF TRAFFIC DEVICES IN A TAPER (DRUMS OR CONES) IS EQUAL IN FEET TO THE SPEED LIMIT IN MPH. 24" (MIN.) 11. MINIMUM LANE WIDTH IS TO BE 11 FEET (3.3m) UNLESS OTHERWISE SHOWN. MINIMUM LANE WIDTH TO BE TRAVEL WAY 4 J? MEASURED FROM THE EDGE OF DRUMS OR MEDIAN BARRIER. 12. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS. Depth>4" 'WORK AREA LATERAL DROP-OFF DETAIL LEGEND: W8-3 REFLECTORIZED PLASTIC DRUM eg WORK ZONE WORK VEHICLE OR OR 36" CONE W8-8 LIMIT OF EXCAVATION STANTON WAY mmmipl,. DIRECTION OF TRAFFIC TRUCK MOUNTED ATTENUATOR OR DIRECTION OF TRAFFIC P/F POLICE/FLAGGER DETAIL — IMPACT ATTENUATOR W8-1 EXIST. TRAFFIC OR PEDESTRIAN SIGNAL PAVEMENT TEMPORARY BIT. 2* ' �'�C- PA 1 C TYPE III BARRICADE 12* CONC. PAVEMENT = MEDIAN BARRIER SIGN -71 ul CHANGEABLE MESSAGE SIGN EF3 MEDIAN BARRIER WITH ARROW BOARD WARNING LIGHTS L S 000 C GRAVEL BORROW/SUBBASE CA 0 0 C, 4- V&­ SUGGESTED WORK ZONE WARNING SIGN SPACING 0 ROAD TYPE DISTANCE BETWEEN SIGNS LONGITUDINAL DROP-OFF DETAIL 0 A B C LOCAL OR LOW VOLUME ROADWAYS* 350 (100) 350 (100) 350 (100) INCREASE SLOPE RATIO MOST OTHER ROADWAYS* 500 (150) 500 (150) 500 (150) FOR HIGHER SPEEDS FREEWAYS AND EXPRESSWAYS* 1,000 (300) 1,500 (450) 2,640 (800 50' A kjqOOv pR ROAD TYPE TO BE DETERMINED BY MASSDOT OFFICE OF TRANSPORTATION PLANNING. DISTANCES ARE SHOWN IN FEET (METERS). THE COLUMN HEADINGS A, B, AND C ARE THE DIMENSIONS SIGN LEGEND: SHOWN IN THE DETAIL/ TYPICAL SETUP FIGURES. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS. (THE "THIRD" SIGN IS THE FIRST ONE TYPICALLY ENCOUNTERED BY A DRIVER APPROACHING A TEMPORARY TRAFFIC CONTROL A B C (TTC) ZONE.) 50' A THE "THIRD" SIGN ABOVE IS TYPICALLY REFERRED TO AS AN "ADVANCE WARNING" SIGN ON THE TTCP SETUPS. WORK ZONES THESE ADVANCE WARNING SIGNS ARE LOCATED PRIOR TO THE PROJECT LIMITS ON ALL APPROACHES (i.e. THE ROAD END ROAD 0 CHARD HILL ROAD W20-1 SERIES (ROAD WORK XX FT) SIGNS), AND USUALLY REMAIN FOR THE DURATION OF THE PROJECT. WORK ADDITIONAL SIGNS (i.e. "RIGHT LANE CLOSED 1 MILE" AND "LEFT LANE CLOSED 1 MILE") HAVE BEEN SHOWN WORK SPEEDING < DOUBLE AHEAD FINES IN SOME FIGURES AS EXAMPLES OF REINFORCEMENT SIGN PLACEMENT BUT ARE USED IN RARE OCCASIONS. > DOUBLED FINES END THE FIRST AND SECOND WARNING SIGNS ABOVE ARE REFERRED TO AS THE OPERATIONAL (DAY-TO-DAY) WORK ZONE SIGNS AND MAY BE MOVED DEPENDING ON WHERE THE SPECIFIC ROADWAY WORK FOR THAT DAY IS LOCATED. W20-1 MA-R2-1 Oa MA-R2-1 Oe R2-10o SIGNS SHALL BE PLACED BETWEEN THE SECOND AND THIRD SIGNS AS DESCRIBED ABOVE. 0 dw- rn �0 R2-10a, R2-10e, AND W20-1 SERIES SIGNS ARE TO BE INCLUDED ON ALL DETAILS/TYPICAL SETUPS, 0 Based on: Table 6C-1 MUTCD LATEST EDITION \ a TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES ` o TYPE OF TAPER TAPER LENGTH (L)- B MERGING TAPER AT LEAST L SHIFTING TAPER AT LEAST 0.5L SHOULDER TAPER AT LEAST 0.33E ONE—LANE, TWO—WAY TRAFFIC TAPER 50 FT MIN.(15 m) 100 FT(30 m) MAX. ADVANCE SIGNING SCHEMATIC rA DOWNSTREAM TAPER 50 FT MIN.(15 m) 100 FT MAX.(30 m) PER LANE NOT TO SCALE Source: Table 6C-3 MUTCD LATEST EDITION NORTH ANDOVER CL ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING III tit SHEET TOTAL c"I STATE FED.AID PROJ.NO. a B I tit NO. SHEETS cli LEFT 4 0. LANE MA 40 61 CLOSE xxx T I I t I t t I 111 t1t PROJECT FILE NO. N/A C14 r- 0 W20-5L A I I I I o TEMPORARY TRAFFIC CONTROL PLAN • SHEET 2 OF 4 —1110. OF 41_4S L JOHN Pi BUFFER No. 81 W4-2L POLICE 4111111- —0. P4 cr_ L/2 'OL I OFFICER SIGNATURE -AD o �QlUAIE of AHE POLICE E 00 OFFICER (30m) PRO SIGNAL ENGINEER MA Lic. No. 38118 AHEAD MA-W20-7b MA-W20-7b 0 A 100 FT LEFT LANE 7 (30m) MUST TURN LEFT W1 2-1 •or R3-7L A RIGHT LANE RIGHT LANE BUFFER 1 01 L MUST MUST 000 0 • TURN RIGHT POLIC�E TURN RIGHT 0 A R3-7R A To 0 0 0 PO OFFICER FF ICER R3-7R • L E* o ® • 00 AHEAD POLICE 00 61 THRIJ OFFICER 00 0 0 0 000 A W4-2L TRAFFIC MA-W20-7b B AHEAD 0 • 0 1 1 1 CENTER MERGE LANE LEFT A CLOSED MA-W20-7b xxx LEFT 7 1 1 LANE MA-W4-7L MA- 20-7b 0 =j 0 0 0 0 tTrTl 0 0 F T 0 MA 0 P 0 0 POLICE A LA 4 THRIJ B CLOSED MA-W4-7L TRAFFIC I t t t W9-3 I t t XXX III tit B MERGE LEFT W20-5L I t t MA-W4-7L MULTI-LANE DOUBLE LANE DOUBLE LANE APPROACH NEAR APPROACH FAR SIDE APPROACH FAR SIDE DOUBLE LANE SIDE CLOSURE CLOSURE INSIDE LANE CLOSURE RIGHT LANE APPROACH HALF ROAD CLOSURE It LEFT LANE CLOSED III ft LEFT LANE xxx LOS I Tj'tIIIIII�••• •• j+1�iIIIII' ylIIIIIIIII l• IIII�II(II c ED B LEFT LANE xxx OS CL ED I t t xxx a <2> B xx W20-5L M.P.H. IIIIIIIII W1 3-1 p W20-5L W20-5L A I 4S(0.8S) 4S(O.8S) W1 3-1 p A 0 SIDEWALK CLOSED 0 0 0 0 0 L CROSSHERE L 0 01 L 10 0 0 0 0 0 0 R9- 1 1 aR *//A SIDEWALK CL( 0 P. CROSS HER W4-2L 01 100 W4-2L 0 BUFFERI I SIDEWALK CLOSED W4-2L L/2 BUFFER TRUCK MOUNTED BUFFER REMOVE EXISTING MIN. 40 1 R9-9 ATTENUATORS PAVEMENT MARKINGS SIDEWALK CLOSED B VB <i Nor >_FS�9 SIDEWALK CLOSED Rg_ 0 40* 1 1 ATTENUATORS /,,-TRUCK MOUNTED CROSS HERE L/2 0 4 — 4 0 10(30m0 FT) R9- 1 1 aL k" 0 0 0 0 0 0 I 4 I BUFFER t + BUFFER W1-4bR W1-4R L/2 TEMPORARY SOLID •+ MIN. 01 WHITE LANE LINE BUFFER 0* 1 L/2 W1-4L • 1 L 1� MIN. L/2 L TRUCK MOUNTED 4S(0.8S) I I A W4-2L ATTENUATOR WITH —A— I A ACTIVE WORK -0 L 3 W4-2R 4 A 4S(0.8S) W1 4bL SHOULDER TAPER I LEFT LANE t CLOSED LOSED XXX I I B I j B p R I G H TLEAD E_0 NOTE: IF A MINIMUM WIDTH OF 48" OF SOLID SMOOTH UNOBSTRUCTED SURFACE ROAD Lj C1 1I xxx REMAINS ALONG THE WORK AREA THEN THE DETAIL CAN BE DISREGARDED. l ; l t ; t xx NARROWS t I t DELINEATION OF THE WORK AREA WILL STILL BE REQUIRED. All PEDESTRIAN � 1 1 tlI t M.P.H. W20-5L I I xx DETOUR ROUTES SHALL BE ADA/MAAB COMPLIANT IN THEIR ENTIRETY. W1 3-1 p W5-1 M.P.H.MULTIPLE LANE ROAD W20-5R INTERIOR LANE CLOSURE MULTIPLE LANE ROAD MULTIPLE LANE ROAD W1 3-1 p SIDEWALK CLOSED WITHOUT INTERIOR LANE CLOSURE W/ UNEVEN VOLUMES HALF ROAD CLOSURE DETOUR TEMPORARY MARKING FOR CROSSWALK LINES (CROSS-HATCHING OPTIONAL) NORTH ANDOVER 0 OF ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING SIDEWALK CLOSE C14 J 0 H N STATE FED.AID PROJ.NO. SHEET TOTAL C) USE OTHER SIDE W11_1 P LA N E NO. SHEETS C14 PEDESTRIAN tL Ci� 1L a- R9- 1 0 1 t DETAIL IS TO BE USED IN CONJUNCTION W1 6--8p NO MA 41 61 15 W 2 CROSSWALK W 11 WITH THE PROPOSED LANE CLOSURE Main St I t P PROJECT FILE NO. N/A C*4 SIDEWALK CLOSED R9-8 W1 6-7pL DETAILS AND DURING CONSTRUCTION SIGNATURE L) PROJECT SIGNATURE 0 STAGING, AS DIRECTED BY THE osz) "a (OPTIONAL) i P ENGINEER. ADJUSTMENTS TO SIGNING DETOUR 0 SSION TEMPORARY TRAFFIC CONTROL PLAN 0 USE OTHER SIDE PR SSIONAL E46INEER MA Lic. No. 38118 "15 T AND DELINEATION MAY BE REQUIRED. 300 FT SHEET 3 OF 4 CL R9-1 0 00m) M4-9CR (1 On On M) • W1 1 -2 7 7 W1 6-9p WORK ry ZONE W1 6-8p HAND—TRAILING EDGE �_l SIDEWALKCLOSED Main St HAND—TRAILING EDGE C), AHEAD ir.-+ BIKE LANE CROSS HERE L SED DETOUR 211 GAP MIN. 300 FT R9- 11 ol R1 1-2e I t �O (11 OOM) I t M4-9cL BIKE LANE 32" MIN. RHEA SIDEWALK • L/3 R3-17 BIKE LANE DETECTION PLATE KE CLO R11_ L/3 BIKE 'I- CLOSED 0 CLOSED W1 1 -2 4 R3-17bp 1 R9-9 R1 1-2e W1 6-9p W1 1 —2 W1 6-7pL 150' 2" GAP MAX. SIDEWALK,*m CLOSEDI If Lane Width If Lane Width At 11-A M <14' >,1 4' 8" MIN. HEIGHT L�Lj CROS S HERE CROSS SECTION VIEW R9- 11 6;D OR W16-8p W1 6-8p rMAY USE Main St Main StDETAIL IS TO BE USED IN FULL LANE' W11-11 01;D 1-­"' 150' CONJUNCTION WITH THE PROPOSED R4-11 DETOUR OMD LANE CLOSURE DETAILS AND DURING PEDESTRIAN CHANNELIZING DEVICE OMMI1111. ",I--,' DETOUR CONSTRUCTION STAGING, AS DIRECTED NOTE: M4-9cR 4— BY THE ENGINEER. ADJUSTMENTS TO FOR LONG-TERM STATIONARY WORK, THE DOUBLE 150' M4-9cL SIGNING AND DELINEATION MAY BE YELLOW CENTERLINE AND/OR LANE LINES SHOULD BE RIGH W1 6-1 P ROAD REQUIRED. NOTES: I t REMOVED BETWEEN THE CROSSWALK LINES. BIKE LANE OR SHOULDE WORK if Lone Width <14' If Lone Width >,14' CLOSED CLOSED AHEAD And Shoulder <4' Or Shoulder >4' AHEAD AHEAD 150' THERE SHALL BE A 2 INCH GAP BETWEEN THE W11__1 HAND—TRAILING EDGE AND ITS SUPPORT. MA-W21-5C W21-5b DETOUR] W20-1 OR A MAXIMUM 2 INCH GAP BETWEEN THE BOTTOM PEDESTRIAN (USE WITH EXISTING MARKED BIKE LANE ONLY) 1AHEAD MAY USE FULL LANE W11-1 OF THE BOTTOM RAIL AND THE SURFACE MAY BE 1 50 M4 L 0 <( W11- V 1 L5 W200-1 W1 DETOUR M4-8c R4-1 1 USED TO PROVIDE DRAINAGE. BICYCLE LANE CLOSURE HAR BIKE LANE BICYCLE LANE CLOSURE PEDESTRIAN WITHOUT DETOUR < CLOSED AHEAD NOTES: �g> WITH ON ROAD DETOUR W16-1p DETAILS 1. CURB RAMPS SHALL BE 60 IN. MINIMUM WIDTH WITH A FIRM, 5. CLEAR SPACE OF 48x48 IN. MINIMUM SHALL BE PROVIDED W21-5c STABLE AND NON-SLIP SURFACE. ABOVE AND BELOW THE CURB RAMP. 2. PROTECTIVE EDGING WITH A 2 IN. MINIMUM HEIGHT SHALL BE 6. THE CURB RAMP WALKWAY EDGE SHALL BE MARKED WITH A INSTALLED WHEN THE CURB RAMP OR LANDING PLATFORM CONTRASTING COLOR 2 TO 4 IN. WIDE MARKING. THE HAS A VERTICAL DROP OF 6 IN. OR GREATER OR HAS A MARKING IS OPTIONAL WHERE COLOR CONTRASTING EDGING SIDE APRON SLOP STEEPER THAN 1:3 (33%). PROTECTIVE IS USED. EDGING SHOULD BE CONSIDERED WHEN THE CURB RAMPS 7. WATER FLOW IN THE GUTTER SYSTEM SHALL HAVE MINIMAL OR LANDING PLATFORMS HAVE A VERTICAL DROP OF 3 IN. RESTRICTION. OR MORE. 8. LATERAL JOINTS OR GAPS BETWEEN SURFACES SHALL BE 3. DETECTABLE EDGING WITH 6 IN. MINIMUM HEIGHT AND LESS THAN 0.5 IN. WIDTH. WORK ZONE AREA (CLOSED) CONTRASTING COLOR SHALL BE INSTALLED ON ALL CURB 9. CHANGES BETWEEN SURFACE HEIGHTS SHOULD NOT EXCEED RAMP LANDINGS WHERE THE WALKWAY CHANGES DIRECTION 0.5 IN. LATERAL EDGES SHOULD BE VERTICAL UP TO 0.25 DETECTABLE EDGING RAMP (TURNS). IN. HIGH, AND BEVELED AT 1:2 BETWEEN 0.25 IN. AND 0.5 4. CURB RAMPS AND LANDINGS SHOULD HAVE A 1:50 (2%) IN. HEIGHT. MAX CROSS-SLOPE. DETECTABLE WARNING PANEL 48" MIN 72 MAX JOINT/GAP TREATMENT 36" MIN. 6011 48x48 IN. MIN. 000000 HIGH LATERAL EDGE TREATMENT LANDING AREA 000000 000000D CONTRAST EZ=l 000000 2-4 IN. WIDE EDGE MARKING MARKING ON 000000 48" MIN LANDING 00000 PORTABLE t00000 CURB RAMP ALL AREA 000000 WALKWAY NON-SLIP PROTECTION (TYP) 000000 NON—SMOOTH 000000 000000 TRANSITION 000000 AREA JOINTS (TYP) DETECTABLE EDGING J TURNING GRANITE CURB 6 IN. MIN. HEIGHT 6" REVEAL (TYP) PROTECTIVE EDGING EXISTING SIDEWALK When existing pedestrian facilities are disrupted, closed, or relocated in a TTC zone, CLEAR SPACE 12 IN. MIN. 2 IN. MIN. HEIGHT TEMPORARY PEDESTRIAN FACILITY temporary facilities shall be provided and they shall be detectable and include accessibility 1 IN. features consistent with the features present in the existing pedestrian facility. • A pedestrian channelizing device that is detectable by a person with a visual disability LATERAL EDGE TREATMENT traveling with the aid of a long cone shall be placed across the full width of the closed 3:1 MAX SLOPE INTO GUTTER GROUND SURFACE sidewalk. TEMPORARY CURB RAMP-PARALLEL TO CURB WITHOUT EDGE PROTECTION OR DETECTABLE EDGE CURB When used, temporary ramps shall comply with Americans with Disabilities Act (see Figures Ped-1 & Ped-2). PORTABLE WALKWAY TURNING AREA The alternate pathway should have a smooth continuous hard surface for the entire length TEMPORARY CURB RAMP of the temporary pedestrian facility. 48$' MIN LANDING AREA The protective requirements of a TTC situation have priority in determining the need for DETECTABLE EDGE temporary traffic barriers and their use in this situation should be based on engineering JOINT/GAP TREATMENT 2-4 IN. WIDE EDGE MARKING 4 MIN LANDING ARE judgment. LATERAL EDGE TREATMENT Audible information devices should be considered where midblock closings and changed 3 IN. crosswalk areas cause inadequate communication to be provided to pedestrians who have visual disabilities. M 2 IN. MIN. SIDE APRON 6" MAXGROUND SURFACE EXISTING SURFACE CURB EXISTING SIDEWALK AUDIBLE DEVICES NI-1 A IN I NON-SLIP PROTECTION (TYP) OR TEMPORARY PEDESTRIAN FACILITY For long term sidewalk closures (at a minimum overnight) a form of speech messaging for I/V TEMPORARY CURB RAMP-TYPE 2 pedestrians with visual disabilities shall be provided. Audible information devices such as N. IGRANITE CURB LATERAL EDGE TREATMENT detectable barriers or barricades and other passive pedestrian activation (motion activated) 6" REVEAL (TYP) 1 IN. devices should be considered for these cases. These audible devices can be mountable or LATERAL EDGE TREATMENT stand alone. PROTECTIVE EDGING NON-SLIP PROTECTION (TYP) PEDESTRIAN 2 IN. MIN. HEIGHT 2-4 IN. WIDE EDGE MARKING PEDESTRIAN .PROTECTIVE EDGE DETAILS DETAILS TEMPORARY CURB RAMP-PERPENDICULAR TO CURB PEDESTRIAN DETAILS NORTH ANDOVER �N OF was " ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING r ` SHEET TOTAL N ddd 2` STATE FED.AID PROD.NO. o o t „ NO. SHEETS N 3 8 v Q. Q g MA - 42 61 SIGNATURE SAL� .' PROJECT FILE N0. N/A 04 JO $LlTEN TEMPORARY TRAFFIC CONTROL PLAN a) PROFESSIONAL ENGINEER MA Lic. No. 38118 SHEET 4 OF 4 a TEMPORARY SIGN SUMMARY TEMPORARY SIGN SUMMARY o SIZE OF SIGN TEXT DIMENSIONS (INCHES) COLOR POST SIZE AND UNIT SIZE OF SIGN TEXT DIMENSIONS (INCHES) COLOR POST SIZE AND UNIT co IDENTIFICATION IDENTIFICATION I-I TEXT - NUMBER AREA -- TEXT NUMBER AREA NUMBER LETTER VERTICAL ARROW BACK- NUMBER LETTER VERTICAL ARROW BACK- o WIDTH HEIGHT LEGEND�BORDER REQUIRED (S.F.} WIDTH HEIGHT LEGEND BORDER REQUIRED (S.F.} HEIGHT SPACING RTE. MRK. GROUND _ _ - - HEIGHT SPACING RTE. MRK. GROUND C 0 SEE MANUAL ON UNIFORM LEFT IGHT SEE MANUAL ON UNIFORM „ TRAFFIC CONTROL DEVICES LANE BANE TRAFFIC CONTROL DEVICES W1-4L/R 36 36 ORANGE BLACK BLACK P5-1 9 W20�-5LJR 36" 36" CLOSED O X D COXED FOR STREETS AND ORANGE BLACK BLACK P5-1 9 FOR STREETS AND HIGHWAYS HIGHWAYS - �— --- - POLICE 1 W20-7b 36" 36" OFFICER AHEAD MASSDOT STANDARD ORANGE BLACK BLACK P5- 9 W1-4bL/R 36" 36" s> < ORANGE BLACK BLACK P5-1 9 SEE MANUAL ON UNIFORM Aft ! -- RIG TRAFFIC CONTROL DEVICES W21-5b 36" 36" sCLOSED FOR STREETS AND ORANGE BLACK BLACK P5-1 9 AHMD W4-2L/R 36" 36" ORANGE BLACK ! BLACK P5-1 9 HIGHWAYS -� @IKE LANE ORANGE BLACK BLACK P5-1 9 W21-5c 36" 36" cLosED MASSDOT STANDARD AHEAD THRU TRAFFIC W4-7L 36" 36" MERGE MASSDOT STANDARD ORANGE BLACK BLACK P5-1 9 - - LEFT SEE MANUAL ON UNIFORM W1-.4LJR 36" 36" <S> <?> TRAFFIC CONTROL DEVICES ORANGE BLACK BLACK P5-1 9 STREETS SEE MANUAL ON UNIFORM FOR HIGHWAYS AND W5-1 36" 36" ROAD TRAFFIC CONTROL DEVICES _ NARROWS FOR STREETS AND ORANGE BLACK BLACK P5-1 9 HIGHWAYS WORK ZONES J.I - -- - R2-1 Oa 48" 36" SPEEDIN FINES G MASSDOT STANDARD ORANGE/ BLACK BLACK P5-2 12 CENTER DOUBLED LANE W9-3 36" 36" CLO XED ORANGE BLACK BLACK P5-1 9xx - - END ROAD - - - R2-1 Oe 36" 48" WORK MASSDOT STANDARD ORANGE/ BLACK BLACK P5-2 12 DOUBLE WHITE -' FINES END W11-1 36" 36" CI�J ORANGE BLACK BLACK P5-1 9 -- ---- --- • SEE MANUAL ON UNIFORM LEFT LANE RIGHT LANE TRAFFIC CONTROL DEVICES -- - - R3-7L/R 30" 30" MUST MUST FOR STREETS AND WHITE BLACK BLACK P5-1 6.25 TURN LEFT RN RIGHT HIGHWAYS i W11-2 36" 36" ORANGE BLACK BLACK P5-1 9 -- ! R3-17 24" 18" O WHITE BLACK BLACK P5-1 3 BIKE LANE W12-1 36" 36" ORANGE BLACK BLACK P5-2 9 — -- MOUNT ----- --- --. R3-17bP 24" 8" ENDS WHITE BLACK BLACK BELOW 1.33 R3-17 MOUNT W13-1 p 18" 18" X1\ ORANGE BLACK BLACK BELOW 2.25 -- M.P.H. � — -- W20-4 ---- R4-11 30" 30" WHITE BLACK BLACK P5-1 6.25 SHARE MOUNT MAY USE W16-1 p 1$" 24" THE ORANGE BLACK BLACK BELOW 3 FULL LANE ROAD W11-1 - MOUNT R9-9 24" 12" SIDEWALK WHITE BLACK BLACK P5-1 2 W16-7pL 24" 12" ORANGE BLACK BLACK BELOW 2 CLOSED W11-2 SIDEWALK CLOSED MOUNT ABOVE R9-10 24" 12" t--�--► WHITE BLACK BLACK P5-1 2 W16-8p VARIES 8" Main St ORANGE BLACK BLACK M4-9cR/L VARIES USE OTHER SIDE MOUNT W16-9p 24" 12" AHEAD ORANGE BLACK BLACK BELOW 24" 12" SIDEWALK > SIDEWALK W 2 R9-1'IaLJR CROSS HERE CROSS HERE 11-2 WHITE BLACK BLACK P5-1 2 ROAD MOUNT WORK IW20-1 36" 36" HEAD DETOUR ORANGE BLACK BLACK P5-1 9 M4-8a 24 18 ORANGE BLACK BLACK BELOW 3 W11-1 M4-9cL/R 30" 24" DETOUR [ZDI�OUR] ORANGE BLACK BLACK P5-1 5 ,, "", "11-- ,,,� -, , ,- - .-.",-,.",-, 1 1.,--.--1,-"0. ,- .... " ...,---".;.....- ��-,- �".�I. , ....-. .�* �-- - -- -I- . ,-- 11, 11 ,-N I � -1 I1' \- ,- ! ;11 � -\1-1 ' , --- '1 -,, � x. -. �1 -, �1 1 - -I : IIs,��1 " - .,.I,,- "//1 � -, - - .--* .�� .. , , ,I -- -- .,,.� " .11 --"D ."--*....... � 7 I I, , 1 "..". .. ' , I,.�--- f-,NI II I ' O� ./, I - .1 R-'k ,, - T- �.'H- 1� E:. ,. I�.. ft.1 ,- " Ik , , ,-- A, , , - ON ,1, " 1 "RD/, l -1, - -. 1"/K,-O- -. .�,sV- - 1­ ,x..,-E7 - � - -"I -R 9� "'"I, i'11 � I " - ROUTE 125 OSGOOD ST AT OS-M4G"-7II -, "1--, -Op1.-I . / 1 ,../O ,- - \\W- -� D 1 ",1I 1 ,. / \ —.-, .L - � "--I I A ll, ,- I5 I-, I I II " 4�.11 - Z � -I -,-- 1N 0/ -,,-�- --,-1 D � ,1I,1 II N ,I.-- fl -�.- -I.,.R. -...G / �,, / ? - - / 1I 00. --, " - - .1.,,11 0 - )- -� t1 1. � , 10-,- -,, � j* 1 "0zff0x -`.-X ,1 , --,-- � , , , V _ I / /7,,C"I.MIN.k� -.- . �- ",I 1I � IQ<-z�i 10a - ,- � , i .. /I . 1 ,- 1/ ," 0 r NO. SHEETS 0�f-c�0-'-a00l2Ia--- IT l0- ?I4".1 � ;-, , . I ...... " � Ld -�-, I I I , .. 1 STATE FED AIDPROJ NO .a / MA - 43 61 ` , *1 s 4, �, - � PROJECT FILE NO. N/A -..,, 1-I- i� , "', " UTILITY PLANS Z��1- . f 1 SHEET 1 OF 5 o I,- � � "X"_ "" �"," ....., ;,� I 11 - �� O o" 41,, .4x ..\ 7- - 00' WETLANQ . " P 4pi0HN �� I i BUFFER'A EA ,I - PLANT n � I-y- / /, - � c -40 // CI0 , � VI <, S �r - , - 1 O. 3 a .i II.- , --- L 1- ,Z, 4 I,1 " , H. ,. 1"' .... 1 � 1. � 1 1 / :. .,; 6 IGNATURE k , t - o. c ,1 /� S 91A F- � II. I.I1 ., 1- � 111-- . JOHN P � -,-�1 . - ,,., FESSIO AL ENGINEER MA tic. Na. 38118 I PRO m 1 (1 " ," \ -/ - -f) , --z., 0 I"� f� �` I Iy r- �4 � N , - 00� @A / ' " , ,� - 11 ` _ I � 0i\ � '. 1-1 , - , -- � 11 \ ,, , ,:�. , -9 1 - �RT. R, \ '0L. , \ � -0 8 'I / BASEL IN --1 ,- %< � �" ,! �,, ,�-111, � "' ,, , - �� � , \ \ I " .,4f , 1 ,' , 114 . , -- 1 , . f, I1 U ,� -�- - ��,,� . ,Y, "' - �l �Z , � ,\ ,,--1, 11 I -16 /\ k� ,.� ", - � -f / \ "� � f 7, /1 1 � ' , , I' � -00 - ", ':, -, :- /� . 33 -- �- 0" I . I WQ ,." 11 I , I ,, f \ 1� — I I- Z,"I" 111.. 17 _ - ,�, ,I I , --, 4 /� u"- " ADJ WG -//, AlDMH I: -- ,; -, - - D MH I �? .. I t , ! ,\ � ,i - � ,13- 14 f I -� W, 11 - 1 -_ ,13- 12 , � -- . -- 1 J-- -- - ------ r- .. - "', — 0 0--, ® 0—_10A A - # ii-5- 1-,,I-. / ,� ,i ii— 1 EXIST. HDW % - 1 - ---@-, - *- ,-j , 46 5 - /" 1 - / 1 ...... , ,, �,�" m , :;7��7- 7 , ,II 2 1 - 1 *g- "- ,; — c7z; ",)PROP CB WITH ,1 , I , I- - "111 A, ,. %��, � - �,--. � - �� /I� 1 . . ! O 2�-ii 6 J� HYDRODYNAMIC SEPARATOR- 'a f 1% , ." 1 1 y 1 ,> , � ; - .1, , - -1 11" -- 1J-4A 1;- � --, 1J-JA I 1111,� Ix - - 11,11-1-1"- ", -11 � 1 x ,-, ,, ? .- �, _- 1 - '� 1;. 1 / � 1 ,am d -, I " , 1- ] -,-, 1- �/ / ,- ,..,�......._,,.. 1 , -,-" . . - ; . -� , i 7 ._ � � "-,11 — —, - / � iI 1 / ?,11 � ,-" %,, -r- i .. I Hn b : 5I . '0-. ILD WETLAND BUFFER 17 , , # z 77- 777�." , X I " ,-, LIMIT OF WORK 1 I/ 11 — / ,- -- -- 1x .'..--,-,"� R. --, 7 ---t , I . ,// � I �_, _ - '3 "i -- ..� I , Sr...... - - - . t<A I 10 , -. W" , - -- � - , - ," --.,— X —/ , .� � I . `..W, MT SIT �-... 111---.- ,. O-D4ST4JRS"WETLAND-WF -1 --- ,( , — ,- d�� ?mA1.... -111 " "-1-1 - � 1 i 0 JN / 111 /-. Y -- � ma , � � WETLANplimIT I - I -I,1 - I 1� N ",,- ,/-1 ; , , — -,� -1- 1i IMfl . I -I- r ',-- - - - 4 i I f , ,? �/, fI 1 I I ?s " It , A 11 1 � I .( - �.,-,, ,I I , I i I I v I I I� " 1 ; I I II , i I i 5 " I, � � I e/ �; ;V I // � IIi t I i / � �/ / NOTE /` / . ,� # :„ / I "'J CONTRACTOR SHALL ADJUST ALL UTILITY CASTINGS WITHIN THE LIMIT OFFACEWORKSUCH THAT THE RIM AND COVER IS FLUSH WITH THE FINISHED SUR / 0 20 50 100 I / 'I , . . / / ,el s\ SCALE: 1" = 2of ,, \i/ t I / / I I ----- ------- � ---, -------,, ---- '', - 1----- 11-11--------- --- - I I "1)L �I111 I"1."1 `"`1I1-111II-R,I11II 1I/_V 11.//- I - L I__ ;_ 1I'1> s I-,�e\'-_.�.�",I � - 1.!�.*_,/_I.� , ..,." ,'._.� --­_>.;_-4, ,1 , ,1, ,,1I i I§. .-e . I I: . � " _ " 1 J 1 I;;,.-.,.... -I1/44/I1 1 \1� I " I , 1_ ..,.I,� ­ 11,,­1,111 1- ­11DI/11 / ­,--. 11 % I 1 * - �14 ? I "- � kI ,+ , l� ,I - , II I,* ,I %"I 1 I,-- - .,._ —\ — \ I1l— � I. - ,I I . , , .. 1 , I\\\ �1$'1 I. I I. ,­1 I." , —f s � ­ � _ I , 1 —,i ,__ 11-1w 1 f � 1, I , -11�� f , -- ,.1­.. 1'\1 ,­ � -" "e1 c­ 1� _ ,I ­ � 1 ,_III1 - " 1_ 1 ,l- ;.­ *. I1 .1 - —­ II.1 7.I L,. 7_ - * \"­. 1 1, 'l ,1­ .__ ,I 1 _ _-I .,-.� .I1 -- - _1 1\ ­ ` 1 1* , - -�-N. / �- "-O,, �P �- ." pI— ­�. , ­R— ­ .­.`,. T,,.: ' l011H�l 1 �—, 1 , _1 *, AN'1 ,-1, ,.LN TsI ._-,_.D � �O1 �. ' .1e ,V1"1-, .-� I) -, ." , tT 1.IE e- -\ R_ \ l=E1iI .. ,I 1r -, , , ,I =­� - I� _ 1I " ,�. e— -, -_j / T 1� 1. . .1) .1. IO1 :,— ,^ , 1 ' �!A" ­3 I 1I11l_�. 1 - I 1 1" 1 - ­ .�:.1,........, .16w9Z_ -, 1 O1Lx Y�­_­ 1 C1 1.II1�1 j. .: Uc2af-aiqz1(�Z—I001-14�Cc00l­ o -"- v ' , " ? I " ROUTE 125 OSGOOD ST AT OSGOOD LANDING "!?I i i , � —­."..— SHEET TOTAL 0 ­ , " ) E7 - — - STATE FED.AID PROJ.No. NO. SHEETS 4 i_ ` .._ , -­ ,,_1 MA 44 61 _- �" P_ _— -1 l` ,-,, _ . PROJECT FILE . _ ­_.�� .... ___ — � a I- N/A 1 0i � � /"I , I -_I , � I 11111,11 1 I � , , . B "' I11- g � z/ ,/ /I UTILITY PLANS 1 _ T2OF5 a/ ... �I i� ­ _ 1� 1, SHEE � "e� � ,j -1 ,-, I-_ ", i,",. I �, ' ,e , . ,�` I ..- � _ ', % .J � " " - � . •i k 01A O 0­ , '/ \ � —i­ , ­ , ). V,,z� 0 3 e. ,., ?. , , / .�.­/ J0HN D." f e _ 1 ­1� � � , "Ie ?� _ _ I 5 i� ., � ./1 ,� I , u V IlaI _ _� / >4- _4 , / / I / I , SIGNATURE : / , -, � I1 _ _ JOH U, f _, ,1 PROF IONAL ENGINEER MA Lic. No. 38118d 0 \ /I /� ,,I , I I i 1 C .J " ," / . 00z 1 I/'// 1 , I 1 I 3 — , , ", \ I " " , - /" s _ , I 10 ,'—— z \ I ­, ., ;� I, ­ ­— . p i_ ,/ e I 1 / "I- 1 ". II / ? " I , £ , _ , 111a. ` sI I Jr ? 1 ? ram.„.: fI .� I; / , 1 / , , / " 1 13 MWETLAND LIMITS / - ; -,",* z , � z — _,0q 2 1 _L Po, i _ � 1 1 � ,- , I D � I25' NODI.ST ,.eRB WETLAND Y z - -,/- BUFFER F wt /I -` " %,, I -N, , ,/ 0 0'm � --- 50' NO BUILD WETLA ­ u (n (BUFFER ...­1-,�\ .� 11 ­ 1N �i I e1� �/ ,pc \ "__ s _ � , "I,� > II2—J i ­ , _- ,�; 1-1 100' WETLAND BUF E RA I- —8 AR I� E 1 00 ' 1 I�/ , _,, I_�, '... �,"- � t �­.., � � I. ""',"" _" 111� ;, ,. _ __ , N� , .� 1 _ _ __1 D4, - , , S- __ �_ ., _7� �,.,--__ - _ _� n Abi-mH_ le -_ _­— _ I/ i_ "__ _ Z =1_ ECO- �"", _ ­1_1-­1� �#__ + BASELINE --- � __ __�" �00­ V�,' '4- 8 , - _�_i 11 ,-f I , - 5 _ ---- , ___ � 1 ' "­ _09 _ -0 I - - .- ­ 'll,­', ADJ CBEI -!!!! + "I I, ,,� -- n� , ___ ­__­ ­ � "32 I 0 R&D CB �` _�� 1 T 1 ' w.� 84 JOSG _ 11 1 , , +0 1 O ,_.,,. / __ ,__ �� ST -_-- CONVE RT-t)6 , H EE -1- 0 - - - . C -"� IN 7� -- S ,­ A31 +- - ,ADJ UV I __1 1 I,I'l 1 ­"B,V0 DMH ` ff 7 �: U - _7--: ,`, ", 01 . t — 30+ 0 _ _ _6 "Z �PRDT GHOUSE DMH '- ; 82 81 +00 ADJ,DMH _..,:1i q ,_ � -_1" ... 1 , %, 2 - 7w - " PROP 12" kcp �, --- — —' - -,. ­- 11 I K 28+00 ' . .1 ,,I - -_-1 — =- ; ,/ , I , PROP CB ..- � -- ;; " - A ­t_� I; ' �" �" .. _� ' , , � 1,� -- 1__ 1 = ­.,ro A —= I ­�, - i _ ,I 1 . � , �,�_,_ r� � I =',, "I � ,_ r_ / 1 �­ ., ?v I, - /' I ,1 , �/�,; I g ­ �� _ . II .... 1:�i PROP DMHy < ; PfkoPCB -4, -, / ,,, I, A -- ,"DROP CB/ 1 5? /1"1 ;I _ -! i, / ' - ' i� " C/ SP � �; RO __ � ' 11 // ADJ DMIi- )- - .�� I.I!I.I���1III .1.1. 1.I -A , �— ;;�I��I .I..�.I. s , ... I --,- _ . —_ -—­ _ p. ml� I —- PROP2 q �-I l 1 -,," 1R I R �� O —" � 1 1 I 1 � *��I v, ­�,, �; I I � I 1, _1 I I ­ ,I ,o � I , � x, � " 7 11 / MEET SITE 1 i 1 I5 g� 1'1 I , ll " 'e �I " 0 I , £, ,� � 1 _ Rf : - \ - i 1/ / NOTE 0 I �i Si '� ! VER IS FLUSH WITH THE FINISHED SURFACEJ" / WORK SUCH THAT THE RIM AND CO-,­ I _ UTILITY CASTIN i ' h /' ; I i l 11 I �"., / , , -- ,_ �I - ­­ _ ­ - -- _ 1 11 I 0 20 50 1_ � 1 _ I 1 --,-, SCALE 1" = 20I J ".. f i < � I I � — — I I / —- I I I 5 C NORTH ANDOVER co ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING STATE FED.AID PROJ.NO. SHEET TOTAL N :£ NO. SHEETS N MA - 45 61 ¢ 5 , PROJECT FILE NO. NIA 04 3 0 k UTILITY PLANS o . f SHEET 3 OF 5 cl Z PLAN s z x, » No 41 a SIGNATURE sL JOH , PROFESSIONAL ENGINEER MA Lic. No. 38118 00 «, x y < p iz E. :,. x,..•,,,r,....,,xx>:x.:x..,x..r: <,,,::..,.... „»r:v...,...�,., ,.. ..,..,,:..«..«.x..x.»:.»,;,,,,,,,,,,,,,,,,, ^.x.,.x.,.x.,.x.,.,....,, Ai` i yf: < y, 3 n, f � r ,. , 4 Z£ x f , 5 O £; eYk • Z Z « » p £ Z W 4. H.U a c. l? 'i < f f , ,' S. < < n ' n : : S < , i , r, n i �f fr. a < 1 5< <el x, t s I 4 /, f k i < y a < i ,8 S i ,„ 3 < § r i r' f / : s ADJCB ;5 v .:x £ :< Rc�D D M H � ..x..., .: ,«. f � f ,� s f ADJ MH , , k s ,^ x r. ^r ^ , ,r,nt .,r?...,.>f'/.U' ... '•.�—".+tJ, �4'Ctn:',. :....y:.rr�. .x,.:.,.,..,, w,.:». v ,,.«.«,. ,. ./'<•. µ ,.r /'1 n�av+++r:.w..v, n , 5 r, < £ ..,..,^. m. xr<., nn.x..,.xx x. ..„, :.,... , ,.v, «,.„.:«.: .,.�,.�,.... .., ..... :..x..« , ,, v,...,-,...�rx.,�.,,�. ..:, x.on v ,./i. .. —�.� , ., ::.:.,,:., r v,:.v.:.v,:.v.,:,,;.v :...... .,:r. .. 'N'o' ,,.,.x,::xx..,:. . ..,...,«...........:.:. ..... � ten`— — a,.H..�.a,.�.x D.- J W G , � RT 125 R ECORD BASELINE r 7 +00 78+0Q,�- 77 76 00 75 o 27+00 26+00 25+00RT 125 (OSGOOD24+0023 0 T_—c�-- s x. + 0 22+00 Y. , y STRE ' . --- - ---- ------ ------------�- «,,, x,x„x,x————— xxxxxx,,,.,. - ...... < f ;: ;�- :.�, 61 .m.,.--. :. r , 12 / C a DJ PROP -` R P .r, ,, , „.,hM xrx. , I�RO P CB , rr,. f' Ror k PROD fit R'GP x , i, ..— C»,x x., G , <, PROP 12 ROP < < ry PR O PROP 12" RCP / rr s f £ ; xr,xx«. ,. 'nW x.x < r t 3. PRQP �, i ,Tfr` C�ROP CB , i F { NOTE i rr o y .;, CONTRACTOR SHALL ADJUST ALL UTILITY CASTINGS WITHIN THE LIMIT OF " x _ WORK H THAT THE RIM AND COVER IS FLUSH WITH THE FINISHED SURFACE 4% G o SUCH , ' .x. «. < £ , yr f f, ln. 5 y lk, d. SCALE: 1 — 20 ��; NORTH ANDOVER Q- co ROUTE 125 (OSGOOD ST) AT OSGOOD LANDING Lo c*4 STATE FED.AID PROJ.NO. SHEET � TOTAL C) NO. SHEETS 04 MA 46 61 < PROJECT FILE NO. N/A N. ........ 0 UTILITY PLANS SHEET 4 OF 5 a . OF JOHN, D. PLAN— z NO —j SIGNATUR i= OHN 0 ................ ROFESSIONAL ENGINEER MA Lic. No. 38118 1 of > A; OD ? .4 -,J k 4 ARK y7N �4 U-4 1 00' WETLAND BUFFER AREA so 9 z z 0 "e- Lu 0 z M Z z z Z, Z ui 50' NO BUILD WETLAND BUFFER V 4 ox ox All, ---------- 41., 25' NO DISTURB WETLAND BUFFER WETLAND LIMITS @ ..........---------- N X �------ ul 7-4 ............ 7-5 i i J fl* 7-6 7- 13 • 7-8 "I X 4- N:3091036.6223 Q* 9 N 7— 7- 7 DJ MH 7- 12 E:760325.9469 N-1 ........... e. .......................... ..... ..... H`—---—————————————————————————— —————— ——— .......... ----.........--- - -�, -�,M ———————————- RT. 125 RECORD wrc BASELINE' 1. ADJ CBCI k E). E) 74+00 3+00 /72+00 7 bO +ioo 69+00 Al ADJ WG k ADJ DMH ADJ DMO ADJ ADJ DMH -41 21 +00 rb or PR B 17+00 F=7111-k 16+0 OP C 19+od-,, 18+06 -7� ADJ CB —————————- ————— — a ADJ A ADJ W G PROP 12" RCP .. ..:_::,,...-,..,.,,2:..,.✓.,/•.. n ,,,,„,i sr.,,,.,,.,„.,«.,..,., ,.,,„„ .. ,:,:. „,.,n \\\\\ -(i.. ..,. ., ,,.,: '. , ,.< 9,.. ,.<//,:. :.x:,,.:,x:.<`1:..,,„/,:,::„:/x+,s.....:F✓/......,..... %x...,..1,.:,,.:,;:F>,`'.....,_,.,,,,,.:1.,„„�re...:...G:m ,....,.. /; STREL. I - -------------- ---------- ------- -------f------ ------------ PROP C13 1-7: 7,77, :7 A hr, 7— RiD CB 6 coy ERT EXIST+,C,B,-, N ,......... k D ................. --------- A,Dm R&R EXIS alls, -IN ............... se", -FR TO Ff .............. CQNVE T C-B TO PROP, r < W FIRE HYDRAp4t, f ADJMH 7 S Aw �S�,�,Z............ WORK Arl ill'k J a. -"LIMIT OF F WORK FLIMIt.0 [MEET SITE V�,ORK MEET SITE WORK k -WITH. UT j ,�R, Al o J7 11, 41, P-1 NOTE CONTRACTOR SHALL ADJUST ALL UTILITY CASTINGS WITHIN THE LIMIT OF b V > llk. %'N WORK SUCH THAT THE RIM AND COVER IS FLUSH WITH THE FINISHED SURFACE pr T�l is 0 .. ................... %"Al Prom TYi 0 20 50 100 ... .......... SCALE: 1 20' Al /A 469 +091, r I I 1 — 111, � 1 1"! , I � n - I - ,I I . �,. 1 1 1 1 1 1 1 ,i � - I --."�, . I . .:� 1 , I. "Iv In, —,I, - 1 , , if / , * 1 1 1 I 1� . 11 - ,......�,� � \ -11----.�,,-,,��,�, , .- a_ - , 1p , , .//,-"-, "..'.., 1 i 1 '�! 15, I / � a_ ' ",--, .,,, ,...�. � NORTH ANDOVER 1 111111111111 * 1 1 1 , , zk- Lj v f ,; co U/ 1 \ I I'll-,-,,, .. ..... " " \ -A,A , � , "' , - / ROUTE 125 (OSGOOD ST) AT OSGOOD LANDI LO I I , � t 1 ' ' Ill 1 I 1 1 1 1 , 1'� - 11`�` - `--- �!, \ fizz DING.- ......--.- , - i-, .I..� n� � \ - I I b"I e / SHEET 1 1 1 1 1 1 1 , � \ \ "I . STATE FED.AID PROJ.NO. C', - % f 1 1 1 1 1 . i � , I'11 ,;� "�, �11 \ I I � NO. 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