HUDSON ROAD (RTE 27) SWEL
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1 C LIMIT OF WORK SHEET 25 OF HUDSON ROAD LIMIT OF P STA STA ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED 2. WHERE EISTING PAVEMENT MARKINGS ARE DIFFERENT THAN 3. ALL EISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE R&S 11 ± PCC 12 ROAD PEAKHAM PROP TWO-4" NM, SCH 80 CONDUIT PCC 12 LIMIT OF PAVING STA HUDSON ROAD PC R=1000' L=302.5' + PRC R=400' L=44' PT + SWLL-300' D9-2 D9-2(L) PT R1- GRINNEL
2 12" SYCHL SEE DETAIL ON SHEET W11-2 PROP 4" NM, SCH 80 CONDUIT CONCORD ROAD PT W SP-3 H PC ' R ' 1 OF 1. SEE SHEET FOR TRAFFIC SIGNAL DATA. 2. REMOVE ALL EISTING TS EQUIPMENT, AND ABANDON ALL TS CONDUIT 3. EACH LOOP GROUP SHALL BE SPLICED IN SINGLE PULL BO AND WIRED TO SEPARATE CONTROLLER INPUT. 4. PULL BOES SHALL BE ADJACENT TO CURB UNLESS OTHERWISE NOTED AND SHALL NOT BE LOCATED IN WHEELCHAIR RAMPS. 5. ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED 6. WHERE EISTING PAVEMENT MARKINGS ARE DIFFERENT THAN 7. TRAFFIC SIGNAL FOUNDATIONS TO BE LOCATED BY STATION AND OFFSET. 8. ALL EISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE R&S 9. TS POST/POLE, WITH PEDESTRIAN PUSH BUTTON, NOT LOCATED WITHIN A PAVED SURFACE SHALL BE POSITIONED SO AS TO PROVIDE A 10" MA CLEAR REACH ZONE BETWEEN THE PEDESTRIAN PUSH BUTTON AND THE PAVED SURFACE PER 521 CMR AND AS SHOWN IN THE CONSTRUCTION DETAILS. D9-2(L) GRINNEL PROP TWO-4" NM, SCH 80 CONDUIT PROP TS POST W/PED SIGNAL HEAD W/PED PUSH BUTTON W/R10-3e(R) AND SADDLE STA PROP POWER SOURCE R1-2 H1-2 PROP TS POLE W/25' MAST ARM STA HUDSON ROAD + 1 ROAD CONCORD 12" SWCHL SWLL-350' 4' 108 PROP TS POST W/PED SIGNAL HEAD W/PED PUSH BUTTON W/R10-3e(L) AND SADDLE STA P4 R10-12 R10-12 D3-1 D3-2 D1 D3 D2 D4 109 P3 D3-1 D3-3 P1 P2 PROP TS POST W/PED SIGNAL HEAD W/PED PUSH BUTTON W/R10-3e(L) AND SADDLE STA PROP TS POST W/PED SIGNAL HEAD W/PED PUSH BUTTON W/R10-3e(L) AND SADDLE STA OLD RD PT PC ' + 1 PT PC (TYP) SERVICE CONNECTION 110 PROP TWO-4" NM, SCH 80 CONDUIT SWLL-125' PROP TS 2 TYPE 2 CONTROLLER IN A TYPE 5 BASE-MOUNTED CABINET W/FOUNDATION & CONCRETE PAD STA D3-3 R1-1 S1-1 S4-5aP R HERITAGE R&R IN PLACE W D9-2 D9-2(R) W11-2 (TYP) 22 PROP 4" NM, SCH 80 CONDUIT PROP CONDUIT STUB FOR TOWN HALL CONNECTION SP-2
3 PERM NOT USED PERM SEQUENCE & TIMING NOTES: 1. IF THE ASSIGNED RIGHT OF WAY FOR ANY TRAFFIC MOVEMENT IS TO REMAIN IN EFFECT DURING THE NET CALLED PHASE, THE SIGNAL INDICATIONS FOR THAT TRAFFIC MOVEMENT WILL NOT CHANGE DURING THE CLEARANCE INTERVAL. 2. THE RIGHT OF WAY MAY BE ASSIGNED TO ANY PHASE OR ANY COMBINATION OF NON-CONFLICTING PHASES. 3. IF CALLS EIST ON ALL PHASES, THE ASSIGNMENT OF RIGHT OF WAY SHALL BE IN ACCORDANCE WITH THE PREFERENTIAL PHASE SEQUENCE. 4. IF THE ASSIGNED RIGHT-OF-WAY FOR ANY TRAFFIC MOVEMENT IS TO CHANGE DURING THE NET CALLED PHASE, THE SIGNAL INDICATION FOR THAT MOVEMENT WILL DISPLAY THE APPROPRIATE CLEARANCE INTERVALS. SHEET 27 OF PREFERENTIAL PHASE SEQUENCE Ø1 & Ø6 Ø2 & Ø6 Ø2 & Ø5 Ø9* (PED) Ø3 & Ø8 Ø4 & Ø8 PERM PERM * UPON PEDESTRIAN PUSH BUTTON ACTUATION NOTES: 1. AUTOMATIC FLASHING OPERATION PER 2009 M.U.T.C.D., AS AMENDED. 2. * UPON PEDESTRIAN PUSH BUTTON ACTUATION 3. PERM = PERMISSIVE 4. Ø4 & Ø8 DUAL ENTRY 5. MAIMUM 1 = NORMAL OPERATION 6. MAIMUM 2 = NOT USED 7. STOP AND GO OPERATION FOR 24 HOURS PER DAY. FLASHING OPERATION FOR EMERGENCY ONLY. 8. DURING PEDESTRIAN INTERVAL, FDW THROUGH YELLOW OPERATION SHALL NOT BE IN EFFECT. PRE-EMPTION PHASING & PRIORITY SIGNAL HEAD DATA A B,C,E,H,J D,F G P1-P4 DETECTOR & PRIORITY D1 PRE-EMPT PHASE ASSIGNMENT 1 MOVEMENT VEHICLE PHASE ASSIGNMENT Ø2&Ø5 LIST OF MAJOR ITEMS REQUIRED HUDSON ROAD/OLD ROAD (ROUTE 27) AT CONCORD ROAD LOOP DETECTOR DATA DETECTOR NO. 1 NO. SECTION/ SIZE 2-6'20' NO. OF TURNS OPERATIONS DELAY /ET 2 SEC DELAY CALL PHASE Ø1 LOOP CONNECTION D2 D3 2 3 Ø1&Ø6 Ø3&Ø8 D4 4 Ø4 PAY ITEM QUANTITY 1 DESCRIPTION 8Ø TS 2 TYPE 2 CONTROLLER IN A TYPE 5 BASE MOUNTED CABINET INCLUDING FOUNDATION AND CONCRETE PAD TS 25' MAST ARM TYPE 2, HEAVY LOADING, STEEL, INCL. FOUNDATION TS POST STANDARD INCL. FOUNDATION SIGNAL HEAD, 3-SECTION, 12" LENSES SIGNAL HEAD, 4-SECTION, 12" LENSES '20' 2-6'20' 0 2 SEC DELAY Ø6 Ø5 (SEE NOTE 2) EMERGENCY VEHICLE PRE-EMPTION OPERATION 1. EMERGENCY VEHICLE PRE-EMPTION SIGNALS SHALL BE OPTICALLY TRANSMITTED BY OPTICAL EMITTERS MOUNTED IN EMERGENCY VEHICLES AND RECEIVED BY OPTICAL DETECTORS LOCATED AT THIS INTERSECTION. PEDESTRIAN SIGNAL HEAD (L.E.D.) PEDESTRIAN PUSH BUTTON W/R10-3e(L) AND SIGN SADDLE PEDESTRIAN PUSH BUTTON W/R10-3e(R) AND SIGN SADDLE TYPE C, 2-CHANNEL CARD RACK LOOP DETECTOR AMPLIFIER BI-MODAL LENS ALL 12" LENS SEE NOTE 4 NOTES: 1. ALL SIGNAL HEADS SHALL BE RIGID MOUNTED. 2. ALL SIGNAL HEADS SHALL BE EQUIPPED WITH 5"± LOUVERED BACKPLATES. ALL BACKPLATES SHALL CONTAIN A 2" WIDE YELLOW REFLECTIVE BORDER. 3. ALL SIGNAL HEADS SHALL BE EQUIPPED WITH TUNNEL VISORS. 4. SIGNAL HEAD G SHALL BE EQUIPPED WITH GEOMETRICALLY PROGRAMMABLE LOUVERS IN THE GREEN INDICATION, SET TO A 42 VIEW ANGLE. 5. ALL SIGNAL DISPLAYS SHALL BE EQUIPPED WITH L.E.D. MODULES '20' 2-6'20' 2-6'20' 2-6'20' 0 2 SEC DELAY 0 0 Ø2 Ø3 (SEE NOTE 3) Ø8 Ø4 NOTES: 1. DELAY AND ETENSION TIMINGS SHALL BE PROGRAMMED IN THE CONTROLLER ONLY 2. LOOP GROUP 3 SHALL CALL/ETEND Ø2, THEN SWITCH TO CALL/ETEND Ø5. 3. LOOP GROUP 5 SHALL CALL/ETEND Ø3, THEN SWITCH TO CALL/ETEND Ø8. 2. PRE-EMPTION SIGNALS SHALL BE SERVICED ON A PRIORITY BASIS WITH DETECTORS D1, D2, D3 OR D4 ASSIGNED DESCENDING PRIORITIES AS FOLLOWS: (D1 HIGHEST AND D4 LOWEST) 3. IN RESPONSE TO A PRE-EMPTION SIGNAL RECEIVED AT AN INTERSECTION BY OPTICAL DETECTOR D1 (OR D2, D3, D4) THE CONTROLLER SHALL HOLD OR ADVANCE TO AND HOLD IN EMERGENCY VEHICLE PRE-EMPTION PHASE #1 (OR #2, #3, #4) GREEN FOR A MINIMUM OF TEN (10) SECONDS OR UNTIL PRE-EMPTION SIGNAL CEASES. THE CONTROLLER SHALL THEN TIME PRE-EMPTION PHASE CLEARANCES FOR THE ASSOCIATED PHASE(S) AS SHOWN IN THE SEQUENCE AND TIMING CHART AND SERVICE SUBSEQUENT EMERGENCY VEHICLE PRE-EMPTION PHASES AS NECESSARY. 4. MINIMUM GREEN AND NORMAL VEHICLE CLEARANCE SHALL BE PROVIDED ON PHASES THAT ARE TO BE TERMINATED BY PRE-EMPTION DEMAND. 5. PRE-EMPTION STROBE SHALL BE ILLUMINATED WHENEVER ANY EMERGENCY VEHICLE PRE-EMPTION GREEN IS ON WIRE LOOP DETECTOR EMERGENCY PRE-EMPTION OPTICAL DETECTORS & DETECTOR CABLE EMERGENCY PRE-EMPTION 4 CHANNEL PHASE SELECTOR EMERGENCY PRE-EMPTION SYSTEM CHASSIS EMERGENCY PRE-EMPTION STROBE (WHITE LENS) SERVICE CONNECTION (UNDERGROUND) PULL BO-12"x12" PLUS NECESSARY DUCT, CABLE, LABOR, MISCELLANEOUS MATERIAL AND EQUIPMENT TO COMPLETE THE INSTALLATION AND PROVIDE AN OPERATING TRAFFIC CONTROL SIGNAL. NM CONDUIT, SCHEDULE 40
4 SHEET 28 OF PROP 4" NM, SCH 80 CONDUIT R6-2R R6-2L SP-1 S1-1 OLD ROAD SP-2 R5-1 R5-1 R6-2R R6-2L SP-1 LIMIT OF PAVING STA (TYP) S1-1 PT ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED 2. WHERE EISTING PAVEMENT MARKINGS ARE DIFFERENT THAN 3. ALL EISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE R&S 4. RETAIN ALL EISTING SIGNS
5 SHEET 29 OF MEET EIST PC CONCORD ROAD PT LIMIT OF PAVING STA PT PC PC R=400' L=60' PRC 1 1 GOODMAN'S HILL ROAD 1. ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED 2. WHERE EISTING PAVEMENT MARKINGS ARE DIFFERENT THAN 3. ALL EISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE R&S 4. RETAIN ALL EISTING SIGNS
6 1 105 PC D9-2 D9-2(L) GRINNEL R1-2 ROAD CONCORD 12" SWCHL SWLL-350' PT D3-1 D3-3 PROP TWO-4" NM, SCH 80 CONDUIT HERITAGE SHEET 30 OF R&R TO CROSSWALK AT STA ± 107 PCC M3-3 M1-5(27) M5-2L M3-1 M1-5(27) M5-2R ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED WHERE EISTING PAVEMENT MARKINGS ARE DIFFERENT THAN ALL EISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE R&S R&R TO CROSSWALK AT STA ± 106
7 1. ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED 2. WHERE EISTING PAVEMENT MARKINGS ARE DIFFERENT THAN 3. ALL EISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE R&S SHEET 31 OF 4. RETAIN ALL EISTING SIGNS (TSIG).DWG Plotted on 28-Mar :01 PM LIMIT OF PAVING STA PROP 4" NM, SCH 80 CONDUIT CONCORD ROAD MT PLEASANT CEMETERY PC SP-3 H1-2 20' 202 PC R1-1 M3-1 M1-5(27) M5-1R M3-3 M1-5(27) M6-2L 1 REVOLUTIONARY CEMETERY
8 TRAFFIC SIGN SUMMARY TRAFFIC SIGN SUMMARY (CONTINUED) SIGN SUMMARY SHEET 32 OF (SS).DWG 28-Mar-2014 SEE FHWA "STANDARD R1-1 30" 30" HIGHWAY SIGNS, 2004 EDITION", AS AMENDED RED WHITE WHITE 5.18 SEE FHWA "STANDARD D9-2 24" 24" HIGHWAY SIGNS, 2004 EDITION", AS AMENDED BLUE WHITE WHITE 4.00 R1-2 30"30"30" WHITE RED WHITE 2.70 D9-2(L) 24" 6" BLUE WHITE WHITE MTD " 30" 6.25 D9-2(R) 24" 6" BLUE WHITE WHITE MTD " 30" 5.00 M3-1 24" 12" 2.00 R5-1 30" 30" WHITE RED/ WHITE M3-3 24" 12" 2.00 R6-2L 24" 30" 5.00 M1-5(27) 24" 24" MTD 4.00 R6-2R 24" 30" MTD 5.00 M6-1(L) 21" 15" MTD 2.19 R7-1d 12" 18" WHITE RED RED 1.50 M6-1(R) 21" 15" MTD 2.19 WHITE/ R10-3e(L) 9" 15" AS PER MASSDOT WHITE BLACK/ BLACK STANDARD ORANGE MTD ON TS POST ITEM S1-1 FLUORE- S4-5aP 30" 30" AS PER MASSDOT SCENT MTD STANDARD BLACK BLACK YELLOW/ GREEN 6.25 FLUORE- SCENT YELLOW/ GREEN BLACK BLACK WHITE/ R10-3e(R) 9" 15" AS PER MASSDOT WHITE BLACK/ BLACK STANDARD ORANGE MTD ON TS POST ITEM YELLOW H1-2 24" 24" YELLOW CLUSTER SP-1 36" 30" 4"D 4"D 1.5" 4"D 1.5" C 1.5" C 1.5" N/A ITEM MTD 7.50 SEE FHWA "STANDARD HIGHWAY SIGNS, 2004 EDITION", AS AMENDED SP-2 36" 36" or R " 30" WHITE BLACK/ GREEN BLACK MTD ON TS POST 5.00 SP-3 48" or 36" 36" or AS PER MASSDOT 18" 24" STANDARD 3.00 D3-1 VARIES 12" 6" TOWN SEAL (TYP) 6"/4.5" N/A GREEN WHITE WHITE ITEM 874 SEE FHWA "STANDARD W " 30" HIGHWAY SIGNS, 2004 EDITION", AS AMENDED YELLOW BLACK BLACK 6.25 D3-2 VARIES 12" 6"/4.5" N/A GREEN WHITE WHITE ITEM " 12" YELLOW BLACK BLACK MTD 2.00 D3-3 VARIES 12" 6"/4.5" N/A GREEN WHITE WHITE ITEM 874 NOTE: HIGH INTENSITY REFLECTIVE SHEETING SHALL BE USED FOR ALL SIGNS. SEE FHWA "STANDARD HIGHWAY SIGNS, 2004 EDITION" FOR TET DIMENSIONS, AS AMENDED; THE 1977 MASSHIGHWAY DEPARTMENT CONSTRUCTION AND TRAFFIC STANDARD DETAILS, AS AMENDED, FOR SIGNS AND SUPPORTS; AND THE MASSHIGHWAY DEPARTMENT SIGN LISTINGS 1993 EDITION, AS AMENDED.
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