112" 72" 40" BIKE LANE MARKING SHARED LANE MARKING PAVEMENT MARKING DETAILS N.T.S. GENERAL NOTES

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1 8 SB RTE ON RAMP " 0" GENERAL NOTES 7" SHARED LANE MARKING ' ' ' BIKE LANE MARKING PAVEMENT MARKING DETAILS N.T.S. YIELD LINE. ALL SIGNS SHALL HAVE A MINIMUM CLEARANCE BETWEEN THE EDGE OF SIGN AND THE FACE OF CURB.. ALL SIGNS SHALL HAVE A 7' MINIMUM VERTICAL CLEARANCE BETWEEN THE BOTTOM OF THE SIGN AND THE TOP OF THE SIDEWALK.. ALL SIGNS DESIGNATED R&R MUST BE RESET USING A NEW P5 POST (EXCEPT FOR SIGNS REQUIRING A LARGER POST).. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. 5. ALL EXISTING SIGNS ARE TO BE REMOVED AND DISCARDED UNLESS OTHERWISE NOTED. ' ' BEGIN PROJECT MEET EXISTING PAVEMENT MARKINGS STA N: E: 890. BRIMBAL AVE, EXIT 9/ROUTE 8 09 SIGN AND PAVEMENT MARKING PLANS BRIMBAL AVENUE STA TO STA _TR(PAVEMENT MARKING PLANS).DWG Pltted n 9Dec0 : AM Jacbs \\BOSFIL\NAI_Prj\MHD\008\EX00\assignment_beverly brimbal ave 0\09 (beverly brimbal avenue)\dwg\09_tr(pavement Marking Plans).dwg December 09, 0 0 D SCALE IN FEET 5' 0.5' 0.5' ' W Wp +8 DxWLL D 5 SP PAVEMENT MARKING LEGEND " SINGLE WHITE EDGE LINE " SINGLE WHITE LANE LINE SWCHL " SINGLE WHITE CHANNELIZING LINE WGL " WHITE GORE LINE BWLL " BROKEN WHITE LANE LINE (0'0' GAP) DWLL " DASHED WHITE LANE LINE ('9' GAP) DxWLL " DASHED WHITE LANE LINE ('' GAP) DxxWLL " DASHED WHITE LANE LINE (' GAP) " WIDE DOTTED EDGE LINE ( GAP) YGL " YELLOW GORE LINE " SINGLE YELLOW EDGE LINE BYLL DxYEL CW SL " DOUBLE YELLOW CENTER LINE " BROKEN YELLOW LANE LINE (0'0' GAP) " DASHED YELLOW EDGE LINE ('' GAP) CROSSWALK STOP LINE

2 ' ' ' ' '.5' RAPID FLASHING BEACON (RRFB) ITEMS REQUIRED QUANTITY FT ALUMINUM TRAFFIC SIGNAL PEDESTAL WITH SQUARE BASE & FOUNDATION SOLAR PANEL & BATTERY ITEM RECTANGULAR RAPID FLASH AMBER WIGWAG BEACONS (BIDIRECTIONAL)(TAPCO RRFB SYSTEM) CONTROLLER AND CABINET PUSH BUTTON W/SIGN & SADDLE WARNING SIGNS (SEE SIGN LEGEND FOR DETAILS) SPARE: BATTERY PLUS ALL NECESSARY DUCT, CABLE, LABOR, MISCELLANEOUS MATERIAL AND EQUIPMENT TO COMPLETE THE INSTALLATION. BRIMBAL AVE, EXIT 9/ROUTE 8 09 SIGN AND PAVEMENT MARKING PLANS BRIMBAL AVENUE STA TO STA _TR(PAVEMENT MARKING PLANS).DWG Pltted n 9Dec0 : AM MINIMUM SPLITTER ISLAND OFFSETS (TYPICAL) (NOT TO SCALE) W9 SIGNS W5, W7pL AND SP (SEE DETAIL 7) " : 0' O.C. (TYP.) " 5 0' O.C. (TYP.) SIGNS W5, W7pL AND SP (SEE DETAIL 7) R SL RR R D8 D88 RR R R R8c W Wp D9 D89 Jacbs \\BOSFIL\NAI_Prj\MHD\008\EX00\assignment_beverly brimbal ave 0\09 (beverly brimbal avenue)\dwg\09_tr(pavement Marking Plans).dwg December 09, 0 DxWLL D 5 7 SP ' D9 MR D " : STA BRIMBAL AVENUE = STA CONNECTOR ROAD R7 0' O.C. (TYP.) SIGNS W5, W7pL AND SP RRFB = RAPID FLASHING BEACON (SEE DETAIL 7) DUAL SIGNS W5 ( EA), W7pL, W7pR AND SP ( EA) (SEE DETAIL 7) (A) SIGNS W5, W7pL AND SP (SEE DETAIL 7) DUAL SIGNS W5 ( EA), W7pL, W7pR AND SP ( EA) (SEE DETAIL 7) + D + D H +85 BWLL ' 5 H +8 R ' ' R R ' 5' DxWLL 5' + ' +0 H D +8 CONNECTOR RD R5 + SIGNS W5, W7pL AND SP (SEE DETAIL 7) SCALE IN FEET R7 DxWLL DxYEL R5 H R7L SIGNS W5, W7pL AND SP (SEE DETAIL 7) DUAL R7L SIGNS W5 ( EA), W7pL, W7pR AND SP ( EA) (SEE DETAIL 7) 9 0 R7 + 5' 75' R7L EXISTING SIGNS +8 +8

3 BRIMBAL AVE, EXIT 9/ROUTE 8 09 SIGN AND PAVEMENT MARKING PLANS BRIMBAL AVENUE STA TO STA _TR(PAVEMENT MARKING PLANS).DWG Pltted n 9Dec0 : AM D9 D89 D9 ML BRIMBAL AVE. D80 Jacbs \\BOSFIL\NAI_Prj\MHD\008\EX00\assignment_beverly brimbal ave 0\09 (beverly brimbal avenue)\dwg\09_tr(pavement Marking Plans).dwg December 09, ' EXISTING SIGNS + " : 0' O.C. (TYP.) +5 R7L SYLL BYLL BYLL SYLL SCALE IN FEET W W9p R7L 5 R7 R5L R5L 5

4 PT +8. LIMIT OF WORK MEET EXISTING STA. +.5 N: E: BRIMBAL AVE, EXIT 9/ROUTE SIGN AND PAVEMENT MARKING PLANS BRIMBAL AVENUE STA. +00 TO STA _TR(PAVEMENT MARKING PLANS).DWG Pltted n 9Dec0 : AM PC +.0 8' CW Jacbs \\BOSFIL\NAI_Prj\MHD\008\EX00\assignment_beverly brimbal ave 0\09 (beverly brimbal avenue)\dwg\09_tr(pavement Marking Plans).dwg December 09, 0 R5L EXISTING SIGNS R " : + 5' 50' W W9p R7L R7L DxxWLL " : 0' O.C. (TYP.) SCALE IN FEET ' 5' ' R7L R7L ' +9 D FOR PROFILE: SEE

5 BRIMBAL AVE, EXIT 9/ROUTE 8 09 SIGN AND PAVEMENT MARKING PLANS BRIMBAL AVENUE STA. +50 TO STA _TR(PAVEMENT MARKING PLANS).DWG Pltted n 9Dec0 : AM END PROJECT MEET EXISTING PAVEMENT MARKINGS STA N: E: Jacbs \\BOSFIL\NAI_Prj\MHD\008\EX00\assignment_beverly brimbal ave 0\09 (beverly brimbal avenue)\dwg\09_tr(pavement Marking Plans).dwg December 09, ' +9 DxWLL R7L EXISTING SIGNS 5' SP + DxxWLL 8' CW R ' 5' " : 0' O.C. (TYP.) +0 DxWLL Ra R0 SL LIMIT OF WORK MEET EXISTING PAVEMENT MARKINGS STA N: E: R0 PT PC +8. SL SL +77 R0 ' ' ' SCALE IN FEET 0 R7L 75' ' ' ' +5 + R7L

6 W5 SWCHL R7 H 8' " : 0' O.C (TYP.). DUAL SIGNS W5, W7pL, AND W7pR (SEE DETAIL 7) D SP D9 MR +7.5' +9 W9 ' 5 ' 8 ' 7 5' ' ' 5' 5 STA SOHIER ROAD = STA CONNECTOR ROAD STA BRIMBAL AVENUE = STA CONNECTOR ROAD ' 5' DxWLL ' +0 (A) BRIMBAL AVE, EXIT 9/ROUTE 8 " : 0' O.C (TYP.). SIGNS W5, W7pL AND SP (SEE DETAIL 7) 09 SIGN AND PAVEMENT MARKING PLANS CONNECTOR ROAD STA. +00 TO STA _TR(PAVEMENT MARKING PLANS).DWG Pltted n 9Dec0 : AM Jacbs \\BOSFIL\NAI_Prj\MHD\008\EX00\assignment_beverly brimbal ave 0\09 (beverly brimbal avenue)\dwg\09_tr(pavement Marking Plans).dwg December 09, 0 8 D ' + R7 +55 H R 9 H +5 R8a +5 R R +5 D D8 " : 0' O.C. (TYP.) " : 0' O.C. (TYP.) " : 0' O.C (TYP.). H D D BWLL R8b R8b D9 ML +0 D7 D87 R8b R8b +89 D SIGNS W5, W7pL AND SP (SEE SIGNS W5, W7pL AND SP (SEE DETAIL 7) DETAIL 7) DUAL SIGNS W5 ( EA), W7pL, AND W7pR (SEE DETAIL 7) RRFB = RAPID FLASHING BEACON " : 0' O.C (TYP.). W5 W7pL D H ' R7 ' DUAL SIGNS W5 ( EA), W7pL, AND W7pR (SEE DETAIL 7) +5 SIGNS W5, W7pL AND SP (SEE DETAIL 7) D + H R R R ' +0 + BWLL H SIGNS W5, W7pL AND SP (SEE DETAIL 7) R7 ' +8 ' 5' R H R7L +7 DxYEL +

7 ' ' ' MINIMUM SPLITTER ISLAND OFFSETS (TYPICAL) (NOT TO SCALE) ' '.5' " : 0' O.C. (TYP.) D H ' BWLL +9 D BRIMBAL AVE, EXIT 9/ROUTE 8 STA SOHIER ROAD = STA CONNECTOR ROAD 8 09 SIGN AND PAVEMENT MARKING PLANS SOHIER ROAD STA. +00 TO STA _TR(PAVEMENT MARKING PLANS).DWG Pltted n 9Dec0 : AM +5 " : 0' O.C. (TYP.) H +5 ' R 7 R ' +5 D D8 R8a Jacbs \\BOSFIL\NAI_Prj\MHD\008\EX00\assignment_beverly brimbal ave 0\09 (beverly brimbal avenue)\dwg\09_tr(pavement Marking Plans).dwg December 09, 0 (0) D8 5' OD LIMIT OF WORK MEET EXISTING PAVEMENT MARKINGS STA N: E: LIMIT OF WORK MEET EXISTING PAVEMENT MARKINGS STA , 9.0' RT RTE 8 N: E: BWLL NB W Wp OFF RAMP RTE 8 " NB ON RAMP 9 SWCHL SWCHL R7 H " : 0' O.C. (TYP.) 8 D9 M +55 R + D SOHIER RD. H EXISTING SIGNS + R7 W " : 0' O.C. (TYP.) 9

8 D D8 " : 0' O.C. (TYP.) R8a EXISTING SIGNS LIMIT OF WORK MEET EXISTING PAVEMENT MARKINGS STA N: E: BRIMBAL AVE, EXIT 9/ROUTE 8 09 SIGN AND PAVEMENT MARKING PLANS SOHIER ROAD STA TO STA _TR(PAVEMENT MARKING PLANS).DWG Pltted n 9Dec0 : AM 0 8 W R(5) D5 D85 +8 W R8a Wp D9 M SP " : 0' O.C. (TYP.) Jacbs \\BOSFIL\NAI_Prj\MHD\008\EX00\assignment_beverly brimbal ave 0\09 (beverly brimbal avenue)\dwg\09_tr(pavement Marking Plans).dwg December 09, 0 EXTENDED GUARD RAIL (SEE CONSTRUCTION PLAN) APPROX. LOCATION OF EXISTING POWER LINE ROUTE 8 SB ROUTE 8 NB (A) + RELOCATED OVERHEAD SIGN 7 5 R&R EXIST. OVERHEAD SIGN TO STA. 9+0 (ROUTE 8) 8

9 SIGN ID D D WIDTH (IN) 0 SIZE HEIGHT (IN) MESSAGE LETTER HEIGHT TRAFFIC SIGN SUMMARY DIMENSIONS (IN) VERTICAL SPACING ARROW RTE. MKR. REQUIRED 0 "/.5" N/A "/.5" " " " " N/A BACK GROUND COLOR LEGEND BORDER GREEN WHITE WHITE GREEN WHITE WHITE POST SIZE AND REQUIRED REQ'D REQ'D UNIT AREA (S.F.) EACH EACH AREA (S.F.) EACH EACH SIGN ID R8a WIDTH (IN) SIZE HEIGHT (IN) MESSAGE TRAFFIC SIGN SUMMARY (CONT'D.) LETTER HEIGHT DIMENSIONS (IN) VERTICAL SPACING SEE DETAIL 7 ARROW REQUIRED RTE. MKR. BACK GROUND WHITE BLACK BLACK BRIMBAL AVE, EXIT 9/ROUTE 8 R7L WHITE BLACK BLACK REQ'D COLOR LEGEND BORDER REQ'D UNIT AREA (S.F.) 09 TRAFFIC SIGN SUMMARY POST SIZE AND REQUIRED OF 70 AREA (S.F.) _TR(TRAFFIC SIGN SUMMARY).DWG Pltted n 9Dec0 : AM D 0 "/.5" " " N/A GREEN WHITE WHITE REQ'D EACH EACH R8b 0 SEE DETAIL 7 WHITE BLACK BLACK REQ'D D9 BLUE WHITE WHITE REQ'D R8c SEE DETAIL 7 WHITE BLACK BLACK WITH R H SEE MASSDOT STANDARDS 8 YELLOW N/A N/A 8 REQ'D EACH EACH Ra 0 WHITE BLACK BLACK REQ'D ML 5 BLUE WHITE WHITE WITH D9.9.8 R7 8 WHITE BLACK BLACK REQ'D Jacbs \\BOSFIL\NAI_Prj\MHD\008\EX00\assignment_beverly brimbal ave 0\09 (beverly brimbal avenue)\dwg\09_tr(traffic Sign Summary).dwg December 09, 0 MR M R 0 XX R5L 8 8 BLUE WHITE WHITE BLUE WHITE WHITE RED WHITE WHITE WHITE RED RED WITH D9 WITH D9 REQ'D REQ'D R(5) 0 WHITE BLACK BLACK REQ'D R WHITE BLACK/ BLACK RED REQ'D WHITE RED BLACK.5.50 BLACK REQ'D SIGN SUMMARY NOTES:. NUMERICAL LIMITS AND JUSTIFCATION FOR SPEED & ADVISORY EXIT SPEED SIGNS SHALL BE OBTAINED FROM THE SPEED ZONING UNIT OF THE TRAFFIC ENGINEERING SECTION, MASSDOT, BEFORE FABRICATION AND/OR ERECTION.. HIGH INTENSITY ENCAPSULATED LENS REFLECTIVE ING SHALL BE USED FOR ALL SIGNS. THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" 009 EDITION, THE 99 MASSDOT CONSTRUCTION AND TRAFFIC STANDARD DETAILS", AND ALL ADMENDMENTS WILL GOVERN.. R7 0 R5 0 0 R 0 R0 0 R0 8 SEE MUTCD 009 EDITION, 979 STD. HWY. SIGNS AND SECTION M9.0.0 TYPE III OF THE MASSDOT STANDARD SPECIFICATION FOR TEXT DIMENSIONS AND COLOR. 5 WHITE BLACK BLACK REQ'D WHITE/ WHITE BLACK.5.50 RED REQ'D RR 0 0 BLACK BLACK WHITE WITH R YELLOW BLACK BLACK REQ'D WHITE BLACK BLACK ON MAST ARM ON MAST ARM WHITE BLACK BLACK WITH R7L WITH Ra

10 SIGN ID W WIDTH (IN) 0 SIZE HEIGHT (IN) 0 MESSAGE TRAFFIC SIGN SUMMARY (CONTINUED) LETTER HEIGHT DIMENSIONS (IN) VERTICAL SPACING ARROW RTE. MKR. REQUIRED BACK GROUND COLOR LEGEND BORDER YELLOW BLACK BLACK POST SIZE AND REQUIRED SP 8 SEE DETAIL THIS YELLOW BLACK BLACK REQ'D SP 9 SEE DETAIL THIS WHITE BLACK BLACK ON RRFB SIGNAL POST REQ'D UNIT AREA (S.F.) AREA (S.F.) RECTANGULAR RAPID FLASHING BEACON NOTES:. LED RECTANGULAR RAPID FLASH BEACON (RRFB) SHALL BE TAPCO RRFB SYSTEM OR APPROVED EQUIVALENT. IT MUST ALSO CONFORM TO FHWA INTERIM APPROVAL IA.. THE INDICATIONS SHALL BE TAPCO #80RRFB. THE CONTROL CIRCUIT SHALL BE TAPCO # THE BATTERIES SHALL BE TAPCO # THE PUSH BUTTON SHALL BE ADA COMPLIANT (POLARA BULLDOG). THE SOLAR PANEL SHALL BE TAPCO #77 7. ANCHOR BOLTS SHALL BE "x", SET OF INCLUDING LOCK WASHERS & NUT 8. PROPOSED FLASHING PEDESTRIAN BEACONS, PUSH BUTTONS, POLES, FLASHER CONTROLLER, SIGNS AND CABINETS SHALL MEET MUTCD REQUIREMENTS. BRIMBAL AVE, EXIT 9/ROUTE 8 09 TRAFFIC SIGN SUMMARY OF 7 09_TR(TRAFFIC SIGN SUMMARY).DWG Pltted n 9Dec0 : AM W5 YELLOW BLACK BLACK REQ'D 9. THE FINAL LOCATION OF THE EQUIPMENT MAY BE ADJUSTED IN THE FIELD AS NECESSARY WITH THE APPROVAL OF THE RESIDENT ENGINEER. 0. ALL POSTS AND SIGNS SHALL ALLOW FOR MINIMUM 8" CLEARANCE FOR PEDESTRIAN TRAVEL. W9 0 0 YELLOW BLACK BLACK.5.5 REQ'D. THE SOLAR PANEL SHALL BE CAPABLE OF POWERING THE BEACONS AND DETECTION EQUIPMENT. THE SOLAR PANEL SHALL FACE TO THE SOUTH.. IT IS ANTICIPATED THAT ALL WORK SHOULD BE COMPLETED WITHOUT DISRUPTION TO TRAFFIC. THE CONTRACTOR SHALL USE ROAD WORK AHEAD SIGNS, DRUMS AND TEMPORARY NO PARKING SIGNS AS NEEDED AND AS DIRECTED BY THE ENGINEER. TRAFFIC MANAGEMENT DEVICES, IF NEEDED, SHALL BE INCIDENTAL TO THE PROJECT. Jacbs \\BOSFIL\NAI_Prj\MHD\008\EX00\assignment_beverly brimbal ave 0\09 (beverly brimbal avenue)\dwg\09_tr(traffic Sign Summary).dwg December 09, 0 W 0 0 W5 0 0 W7pL W7pR W9p Wp RRFB = RECTANGULAR RAPID FLASHING BEACON " RADIUS, 0." BORDER, 0." INDENT, BLACK ON WHITE; SYMBOL RG05; [SHARED] C K SPECIFIED LENGTH; [USE] C K SPECIFIED LENGTH; [PATH] C K SPECIFIED LENGTH; ABOVE SIGN DIMENSIONS ARE IN INCHES SP YELLOW REFL. BLACK BLACK YELLOW BLACK BLACK.5.50 REQ'D YELLOW BLACK BLACK YELLOW BLACK BLACK ON RRFB SIGNAL POST ON RRFB SIGNAL POST WITH W YELLOW BLACK BLACK ON RRFB SIGNAL POST YELLOW BLACK BLACK WITH W YELLOW BLACK BLACK WITH W " RADIUS, 0." BORDER, 0." INDENT, BLACK ON WHITE; [PUSH BUTTON] B; [WAIT FOR] B; [VEHICLES TO] B; [STOP] B; [BEFORE] B; [CROSSING] B; ABOVE SIGN DIMENSIONS ARE IN INCHES SP YELLOW REFL. BLACK BLACK. INSTALLATION AND WIRING SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION MANUALS AND THE NEC.. THE CONTRACTOR SHALL NOTIFY DIG SAFE AND OBTAIN ALL APPLICABLE AND TOWN PERMITS PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL REPLACE ANY DAMAGED SIDEWALK PANELS AND/OR RESEED ANY GRASS AREAS AS A RESULT OF INSTALLING THE EQUIPMENT.. FLASHING BEACONS WHEN ACTIVATED SHALL FLASH AT A RATE OF 8090 FLASHES PER MINUTE. FRONT VIEW SOLAR PANEL FLASHER CONTROL CABINET W5 0"x0" RAPID FLASHING BEACON "H x 0"W W7pL SP (SEE DETAIL THIS ) CROSSWALK PUSHBUTTON SIDE VIEW BANDING STRAPS (TYP.) W5 RAPID FLASHING BEACON "H x 0"W W7pR RECTANGULAR RAPID FLASHING BEACON (RRFB) ASSEMBLY (N.T.S.) RRFB CLEARANCE TIMINGS APPROACH LENGTH (FT) CLEARANCE (S) BRIMBAL AVE NB BRIMBAL AVE SB CONNECTOR RD EB W5 W7pR DUAL RFB FOR MEDIAN SIDE VIEW FLASHER CONTROL CABINET RAPID FLASHING BEACON "H x 0"W 0

11 STANDALONE D SIGNS 8 7 BRIMBAL AVE, EXIT 9/ROUTE 8 09 TRAFFIC SIGN SUMMARY OF _TR(TRAFFIC SIGN SUMMARY).DWG Pltted n 9Dec0 : AM [NORTH] C; State Highway 8 M5; [Glucester] C; [Rckprt] C; [NEXT RIGHT] C; [TO] C; [NORTH] C; State Highway 8 M5; [Glucester] C 85% spacing; [Rckprt] C; [NORTH] C; State Highway 8 M5; [Glucester] C; [Rckprt] C; [NEXT RIGHT] C; [TO] C; [NORTH] C; State Highway 8 M5; [Glucester] C 85% spacing; [Rckprt] C; Jacbs \\BOSFIL\NAI_Prj\MHD\008\EX00\assignment_beverly brimbal ave 0\09 (beverly brimbal avenue)\dwg\09_tr(traffic Sign Summary).dwg December 09, 0 STANDALONE D8 SIGNS.7 8 D " Radius, 0.8" Brder, White n Brwn; [NORTH] C; [SHORE] C; [MUSIC] C; [THEATRE] C; D BROWN REFL. SILVER WHITE SILVER WHITE D " Radius, 0.8" Brder, White n Brwn; [NORTH] C; [SHORE] C; [MUSIC] C; [THEATRE] C; D BROWN REFL. SILVER WHITE SILVER WHITE SUMMARY AREA OF SIGNS 8.00 SF D D SUPPORT: 5 IN. TUBULAR POST (ITEM 8.) SUPPORT: 5 IN. TUBULAR POST (ITEM 8.) SUPPORT: 5 IN. TUBULAR POST (ITEM 8.) SUPPORT: 5 IN. TUBULAR POST (ITEM 8.) SUPPORT: IN. TUBULAR POST (ITEM 8.) SUPPORT: IN. TUBULAR POST (ITEM 8.)

12 D/D8 SIGNS D D D D BRIMBAL AVE, EXIT 9/ROUTE 8 09 TRAFFIC SIGN SUMMARY D9 OF _TR(TRAFFIC SIGN SUMMARY).DWG Pltted n 9Dec0 : AM Jacbs \\BOSFIL\NAI_Prj\MHD\008\EX00\assignment_beverly brimbal ave 0\09 (beverly brimbal avenue)\dwg\09_tr(traffic Sign Summary).dwg December 09, [TO] C; [NORTH] C; State Highway 8 M5; [Glucester] C 85% spacing; [Rckprt] C; [TO] C; [SOUTH] C; State Highway 8 M5; [Bstn] C; D SUPPORT: 5 IN. TUBULAR POST (ITEM 8.) [TO] C; [NORTH] C; State Highway 8 M5; [Glucester] C 85% spacing; [Rckprt] C; [TO] C; [SOUTH] C; State Highway 8 M5; [Bstn] C; D SUPPORT: 5 IN. TUBULAR POST (ITEM 8.) [TO] C; [SOUTH] C; State Highway 8 M5; [Peabdy] C; [Bstn] C; " Radius, 0.8" Brder, White n Brwn; [NORTH] C; [SHORE] C; [MUSIC] C; [THEATRE] C; D BROWN REFL. SILVER WHITE SILVER WHITE SUPPORT: 5 IN. TUBULAR POST (ITEM 8.) [TO] C; [SOUTH] C; State Highway 8 M5; [Glucester] C 85% spacing; [Rckprt] C; [TO] C; [SOUTH] C; State Highway 8 M5; [Bstn] C; D SUPPORT: 5 IN. TUBULAR POST (ITEM 8.)..9.. SUMMARY AREA OF SIGNS.50 SF [NORTH] C; State Highway 8 M5; [Glucester] C; [Rckprt] C; [LEFT LANE] C; [SOUTH] C; State Highway 8 M5; [Bstn] C; [RIGHT LANE] C; D SUPPORT: 5 IN. TUBULAR POST (ITEM 8.)

13 BRIMBAL AVE, EXIT 9/ROUTE 8 09 TRAFFIC SIGN SUMMARY 5 OF 7 09_TR(TRAFFIC SIGN SUMMARY).DWG Pltted n 9Dec0 : AM " RADIUS, 0.8" BORDER, 0.5" INDENT; BLACK ON WHITE; [ONLY] D MOD 0% SPACING;.0.9" RADIUS, 0.8" BORDER, 0.5" INDENT; BLACK ON WHITE; [ONLY] D MOD 0% SPACING;.0 R8a WHITE REFL. BLACK BLACK R8b R8c WHITE REFL. BLACK BLACK WHITE REFL. BLACK BLACK Jacbs \\BOSFIL\NAI_Prj\MHD\008\EX00\assignment_beverly brimbal ave 0\09 (beverly brimbal avenue)\dwg\09_tr(traffic Sign Summary).dwg December 09, R.8 R.8 R R..0 R R0.5 TYP. ARROW DETAILS (RX SIGNS) N.T.S R5.

14 BRIMBAL AVE, EXIT 9/ROUTE 8 09 TRAFFIC SIGN SUMMARY OF 75 09_TR(TRAFFIC SIGN SUMMARY).DWG Pltted n 9Dec0 : AM Jacbs \\BOSFIL\NAI_Prj\MHD\008\EX00\assignment_beverly brimbal ave 0\09 (beverly brimbal avenue)\dwg\09_tr(traffic Sign Summary).dwg December 09, R9.7 R " RADIUS,.0" BORDER, WHITE ON GREEN; [BRIMBAL AVE] E MOD 85% SPACING; [SOHIER RD] E MOD 85% SPACING; OD SUPPORT: OVERHEAD SIGN (ITEM 80.0) OVERHEAD SIGN ARROW DETAILS N.T.S..9.0

15 7' " MIN. PROP. GUARDRAIL EXIST. SIGN STRUCTURE BRIMBAL AVE, EXIT 9/ROUTE 8 09 SIGN SUPPORT LOCATION DETAILS 7 09_TR(SIGN SUP. LOC. DET.).DWG Pltted n 9Dec0 : AM ROUTE 8 NB LANE ROUTE 8 NB LANE DECELERATION LANE 0.5'± PROP. FOUNDATION NOTES:. HEIGHT OF EXISTING SUPPORTS AND LENGTH OF SPAN CHORDS ARE APPROXIMATE AND TO BE VERIFIED IN THE FIELD. EXIST. GRADE. SIGNS SHOWN ARE VIEWED IN THE DIRECTION OF TRAVEL.. CLEARANCE HEIGHT FROM THE BOTTOM EDGE OF THE NEW PANEL TO THE HIGHEST POINT ON THE ROAD SURFACE SHALL BE AS FOLLOWS: a) INSTALLED ON NEW SUPPORT: 7'" MINIMUM. RELOCATION OF EXIST. OVERHEAD SIGN A STA. 9+0 (ROUTE 8). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF THE NEW SIGN STRUCTURES AND FOUNDATIONS, INCLUDING ANY ASSEMBLY OR ATTACHMENT MODIFICATION REQUIRED TO ACCOMMODATE THE NEW PANEL CLEARANCE HEIGHT SPECIFIED ABOVE. 5. ALIGNMENT OF THE PANELS AS SHOWN IN THE CROSS SECTION ARE APPROXIMATE. ADJUSTMENT IN THE FIELD AS APPROPRIATE (TO SUIT EXISTING CONDITION OF SUPPORT) SHALL BE APPROVED BY MASSDOT PRIOR TO INSTALLATION OF PANELS.. SUPPORTS FOR OVERHEAD GUIDE SIGNS SHALL BE DESIGNED IN ACCORDANCE WITH THE 00 AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS, INCLUDING THE 00 SUPPLEMENT. ALL OVERHEAD SIGN SUPPORTS SHALL BE DESIGNED TO SUSTAIN A MAXIMUM WIND SPEED OF 0 MPH. ALL CANTILEVER SIGN SUPPORTS SHALL BE DESIGNED TO MEET AASHTO FATIGUE CATEGORY (CRITICAL). Jacbs \\BOSFIL\NAI_Prj\MHD\008\EX00\assignment_beverly brimbal ave 0\09 (beverly brimbal avenue)\dwg\09_tr(sign Sup. Lc. Det.).dwg December 09, 0 EXIST. GRADE.0' MIN..50'± PROP. GUARDRAIL PROP. CURB PAVEMENT WIDENING 7' " MIN..00' LEFT LANE SIGN OD STA. +00 (SOHIER RD) 8.00' EXIST. CURB TO BE REMOVED.00' RIGHT LANE 8.00' EXIST. GRADE SCALE: " = ' 7. SUPPORTS FOR GROUND ED SIGNS SHALL BE IN ACCORDANCE WITH MASSDOT STANDARDS. 8. THE TOLERANCE VALUES FOR THE "±" NOTATIONS PROVIDED ON THE INDIVIDUAL SUPPORT DETAILS CONTAINED ON THESE PLAN SHALL BE AS FOLLOWS: a) LEFT OR RIGHT OFFSET FROM EDGE OF ROAD TO C/L OF UPRIGHT FEET b) OVERALL SPAN LENGTH 8 FEET c) OFFSET BETWEEN SIGN PANELS 0.5 FEET PROVISI0N OF THESE "±" VALUES IS FOR BIDDING PURPOSES ONLY, AND DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES UNDER SECTION 80. OF THE STANDARD SPECIFICATIONS. 9. CONTRACTOR SHALL ENSURE THAT FOUNDATIONS OF EXISTING SIGN STRUCTURES ARE STRONG ENOUGH TO ACCOMMODATE THE PLACEMENT OF THE ADDITIONAL SIGN PANELS.

16 BRIMBAL AVE, EXIT 9/ROUTE 8 09 TRAFFIC SIGNAL PLAN PROPOSED SIGNAL EQUIPMENT LOCATION BASELINE BRIMBAL AVE STATION OFFSET (ft).59 LT 77 DESCRIPTION BRIMBAL AVE STA RT PED POST BRIMBAL AVE BRIMBAL AVE BRIMBAL AVE BRIMBAL AVE STA STA STA. +.5 STA STA RT.58 LT 5.59 LT 0.5 RT 0' MAST ARM PED POST 0' MAST ARM CONTROLLER 0' MAST ARM 09_TR(TRAFFIC SIGNAL PLAN AND DATA).DWG Pltted n 9Dec0 : AM PROPOSED TS TYPE TRAFFIC CONTROLLER END PROJECT STA N: E: PROPOSED CONFIRMATION STROBE PROPOSED SERVICE CONNECTION Jacbs \\BOSFIL\NAI_Prj\MHD\008\EX00\assignment_beverly brimbal ave 0\09 (beverly brimbal avenue)\dwg\09_tr(traffic Signal Plan and Data).dwg December 09, 0 NOTES: LEDGE EXISTS AT THE PROPOSED LOCATION FOR THE TRAFFIC CONTROLLER CABINET. THE APPROPRIATE A SHALL BE REMOVED TO PLACE THE CABINET AT THIS LOCATION PC +0.0 PROPOSED "X" PULL BOX (TYP.) PROPOSED 5'x5' TYPE D BICYCLE LOOP PROPOSED "X" HANDHOLE (TYP.) PROPOSED PEDESTRIAN PUSHBUTTON W/ R0e AND SADDLE LIMIT OF WORK MEET EXISTING STA N: E: * B OP P OP 5 PT R0 PT PC +8. B B OP B SCALE IN FEET 0 7