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PAD 0.6' HIGH m z of a o z , N I z o S o -1 I I z z MI I I � W \ I � o I 0 1 � o � \ �, I ao I I O� Ohs G n0i mks 70 �'& �G �(S N c O sz 0 Q� G -7Q O O S I 00 (n I I Z n Z m O o s fir'° \ � �cn I o 0 Z I �— M TC H LINE m MATCH �dM \ \ \ � o — LINE q � � �1!2 � \ �, `L j �� N CONTINUED ON SHEET NO. 8 D r z m D Z D � m r o D D -Ti _ o D Z D M G7 0 D r Z o M o u � X Fri J o� M rr1 D_ M Z cn 1 D N Mo G) O �D m �r r D Z DATE DESIGNED BY BAM— — — _ 10-19-10— _ DRAWN BY BAM_ — — _ 1-1-11 — - CHECKED BY PSC— — — _ 1-12-11 — - L: \work\97384\CAD\Lafayette St Improvements\Preliminary Design\97384 Option 2 GN.dwg 10/13/2010 8: 51 : 05 AM EDT CONTINUED ON SHEET NO. 7 op - O 0- � vN N I o �G�j ��n � O'f- � N I �_ yo N O cn = O Q O Q� \ G a� o (S I `� Qp I I I z c� Z 9 o T 0 Cp ��\ I m = I m l n c Cj y y� v'O \ 9 D I I I 0 0 oy� Noy \ o G� �� a �Z I . 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OD o Fri I'Tl D m Z U) D N mo G O �D M[ �r r D Z `lut-NCE SALEM N Q LAFAYETTE STREET o S 4 K R7-4(R) STATE FED. AID PROD. NO. SHEET TOTAL IN 0. SHEETS MA NFA 9 20 CONC. WALK 03 HR - J ti 3 -_ PARCEL 3q_ TRAFFIC SIGNAL PLAN U � LOCATION 1 DEED 0365-0 \ z RECTORY BK•22780 pG, v � � BIEr NGUYEN 274 R3-8 T v BRICK FACADE #11 z RESIDENCE � ^I STOP IY _ R&D 3 c� o z PARCEL 34 0307 0 ac3 4 NO DEED REF. UNKNOWN C> W 0 PARKING N/F LK z� HERE TO SALEM LAFAYETTE DEVELOPMENT LLC R&D NO � CORNER NOTES: M 3 Q a Tow ZONE PARKING 1. TRAFFIC SIGNALS SHALL BE FULLY ACTUATED WITH LOOP D HERE TQf O D0 NOT BENCHMARK DETECTION. N CORNER R&D R&D 0- J "+ Tow ZONE UPPEOF SOUTHERLY `� I = 2. PROPOSED PULL BOXES AND CONDUIT WILL BE SHOWN ON Q ENTER FRONT F OLT w ANGE THE FINAL DESIGN SUBMISSION. O B DEE BK 22369 PG.194 ELEV. 32 37. NRAN 8 I BRICK / STONE PORCH w 3. TRAFFIC SIGNALS SHALL BE COORDINATED BY WAY OF GPS AS COMMUNITIES INC. I > 0 CLOCK SYNCHRONIZATION. J D ROAD, SUITE 300 0 = 4. EXISTING TRAFFIC SIGNAL EQUIPMENT SHALL BE REMOVED AND N 02184 0 CHURCH BUILDING ONE WAY R&D Q Q o O STONE FACADE STACKED. U Q 5. PROPOSED TRAFFIC SIGNAL EQUIPMENT SHALL BE s I PROP CONFIRMATION STROB o � a ORNAMENTAL TYPE. APARTMENT & L NO AR PROP OPTICAL m o 6. ALL PROPOSED PAVEMENT MARKINGS SHALL BE PROP SIGN SIr 7E THERMOPLASTIC. WITH PEDESIfA�ADE D3-1 - RECEIVER (TYP) LAFAYET �TREET 7. MEET EXISTING PAVEMENT MARKINGS AT LIMITS OF WORK. 11 5 _ CDP Top R5-1 _ STEPS 8. ALL PARKING SIGNS SHALL BE MOUNTED AT AN ANGLE OF 45 m 2 #129 151 LAFAYETTE ST. I DEGREES WITH THE LINE OF TRAFFIC FLOW. —P Iz S H BJTTm0N P I4dtEWA-S T_AR I_P O S T ° N 08'34'41"W SN��SEMBLI� 173.358' — s20' CO WALLS �O E— /€ U — — a SE I E oo �, LP I V'=23.2 CB so SN R10-22 237.27 ' LP O q /E PARKING I D D r I R7-4(R) =29.05' SINGRAN. CURB 1 O - W W i n Z I . wv wv W� P3 WATER 20" CI BUS SWEL I Da Da - W W W W W W W WI o P H O -I 1 I N D I o-) 1z"'S R B O I SY DYCL w 1 _ � � D CL 11 0 16 0 0 + C I R=28.25' R YGL -< oafSWLL o C O � INV.=22.07' 3� 29. 5 Lv O Q D S p 0 I S S C D =19.9 pl pDRAIN 12" VC p _ O Q 1 0 Z O � Z z S S S S SEWER 15" RCP S _ S S S S 1_.P. 1893 I LiJ G G I G R10-22 G G R-2 CB P G G G GRAN. CURB G G G G G �i O n-� Z0 = PM PM PM 8 7 U U7 00 _ - �_ LP a a oo NA I° oo ° OD 1 ❑3 C' 3-3 PLANTER a PLA ° PLA � NO PA q Lr) CONC. WALK R7-4(L) OO /r U/E CC) 6 a- P 5 WALK LK - 106 0 #108 - 122 BUSINESS USE - CLT * CATION OF UNDERGROUND GAS LINE UNCLEAR F�7 s (L) o 7N\NN\=NT & PROP WHEELCHAIR FS USEA EOM RECORD LINE PLANS, MAYBE BENEATH SIDEWALK IN -p �iR P CD ACADE RAMP (TYP) BRICK FACADE THIS AREA. PROP TSYPt 1 D I T NO SUB-SURFACE INVESTIGATION UNDERTAKEN FOR EXACT LOCATION. CONTROLLER IN[ ' � � 2 . W SL S NO I-, R7-4(R) I PROP SIGNAL POST PARKING WP�K o PARCEL .10646 2G. R&D WITH TRAFFIC SIGNAL CORONER �488-0 DEED BK.10646 PG.265 � C3 31 PG.1 WILLIAM F. McKINNON, TRUSTEE �' = HEAD, PEDESTRIAN _03pg-o / 75 �ORPTAL H.L. REALTY TRUST AIR Q SIGNAL HEAD AND PARCEL 34 Z FAYETTE ST. UNKNOWN S .01 z VENT 3 Q IN PUSHBUTTON CETDOF SET E STRK R&D M�MoR`P� �RPs Ou I _ ASSEMBLY (TYP) 124 LAFAY R 10 2 2 001 _o Blr•CONC. DRIVEa Of PROP TS2, TYPE 1 �-' 0 a ca M CONTROLLER & CABINET cj af Co O OR a = S� C7� BUSINESS USE T c O� 4 7 I R7-4(L) BRICK FACADE L � a 1 ACADE PARCEL 34- GASP V. IPE l�J - � 3 0411-0 � v Q� DEED Rlt ,�,.,. � I GAS � . I i -^-, LL � VV / 2$G Ul $ ' GpO� # G� S SSE P 0) 0 Q P G� 1 GNWO\ Q ID po'-dF � c's 5\ I H G R Pv OF g I I I of I I p w I II Q °'1 71TI d R3-5(R) z J 01 I I I I `� v " v Irll J III III u/ �1�1U1 00 QIQI�I o7 mImI�I r- HOR. SCALE IN FEET 0 20 50 100 � m y omo � wZZY p 0 3: U (n Q wl / 0 0 0 J 01 02 03 04 05 06 07 08 09 SALEM LAFAYETTE STREET SEQUENCE & TIMING TOTAL STATE FED. AID PROD. N0.z N0. SHEETS FOR FULLY ACTUATED CONTROL a MA NFA 10 20 LAFAYETTE STREET 1, -► I �- o SEQUENCE AND TIMING PLAN NOT USED NOT USED NOT USED NOT USED I I LOCATION 1 HARBOR STREET I I z LOCATION 1 `Y0 ' 1 ' ' I ' g INTERVALS MAJOR ITEMS LIST APPROACH DIRECT. FACES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 LAFAYETTE STREET NB A,B G Y R R R R R R R R R R R R R Y QUANTITY ITEM NO. DESCRIPTION LAFAYETTE STREET SIB D,F R R R R R R G Y R R R R R R R Y 1 TS2 TYPE 1 CONTROLLER W/CABINET & FOUNDATION HARBOR STREET EB E,H R R R G Y R R R R R R R R R R R 6 SIGNAL POST & BASE - W/ FDN - 8' HARBOR STREET WB C,G R R R R R R R R R G Y R R R R R 2 SIGNAL POST & BASE - W/ FDN - 10' PEDESTRIAN ALL P1-P8 DW DW DW DW DW DW DW DW DW DW DW DW W FDW DW OFF 1 35' MAST ARM - STEEL, TYPE II W/ FDN 8 1 WAY 3 SECTION VEHICLE SIGNAL HOUSING - 12" LED 8 815.1 PEDESTRIAN SIGNAL HOUSING - 16" GRAPHIC LED 8 PEDESTRIAN PUSH-BUTTON - SIGN AND SADDLE 1 SERVICE CONNECTION (UNDERGROUND) 4 OPTICAL RECEIVER (DETECTOR) - ONE WAY 2 OPTICAL PHASE SELECTOR - TWO CHANNELS 1 PREEMPTION CONFIRMATION STROBE (WHITE) 10 811.31 12" x 12" PULLBOX SD2.031 TIMING IN SECONDS 2 DUAL CHANNEL LOOP DETECTOR AMPLIFIER MINIMUM GREEN 10 5 10 5 1 815.1 BUS INTERFACE UNIT (SPARE) MAX GREEN 1 (FREE) 40 25 40 25 10 LOOP DETECTOR SECTIONS SEE TABLE BELOW } 1 DUAL CHANNEL LOOP DETECTOR AMPLIFIER SPARE z 1 813.791 GPS SYSTEM FOR CLOCK SYNCHRONIZATION REFERENCE 0 PLUS ALL NECESSARY DUCT, CABLE, LABOR, MISCELLANEOUS } VEHICLE EXTENSION 3 3 3 3 z MATERIAL AND EQUIPMENT TO COMPLETE THE INSTALLATION PED INTERVALS 7 11 YELLOW CLEARANCE 3 3 3 3 w NOTE: RED CLEARANCE 2 2 2 2 1 1 w TRAFFIC SIGNAL MAST ARMS, POSTS AND BASES SHALL BE ORNAMENTAL DETECTION (MEMORY) NON-LOCK NON-LOCK NON-LOCK NON-LOCK LOCK TYPE CONSISTENT WITH CITY OF SALEM STANDARDS RECALL SOFT OFF SOFT OFF OFF NOTES: 1. STANDARD NEMA CLEARANCES SHALL APPLY. 2. ANY TWO NON-CONFLICTING PHASES MAY RUN CONCURRENTLY. SIGNAL FACES LOOP DETECTORS IN PRESENCE OF CALLS ON MULTIPLE PHASES SEQUENCE NUMBER NUMBER CALL CALL DELAY EXTEND LOOP SHALL CONFORM TO PREFERENTIAL DIAGRAM. NUMBER SECTION SIZE TURNS OPERATION 0 (SECONDS) 0 CONNECTION 3. THIS SIGNAL SHALL BE COORDINATED WITH THE SIGNAL AT R TIMING FOR SIGNAL COORDINATION 2 6'X23' ** PRESENCE 2 - 2 SERIES LAFAYETTE STREET & WASHINGTON STREET. CYCLE OFFSET SPLITS* (SEC) 2 1O'X23' ** PRESENCE 6 - 6 SERIES PROGRAM DAY 11ME LENGTH 2 y X X (SEC) (SEC) 02 04 06 08 09 - \' -.1) t 1 M-F 6AM-9AM 120 31 70 31 70 31 19 2 6'X23' ** PRESENCE 4 4 SERIES /17 P1,P2 P3,P4 2 M-F 4PM-7PM 120 27 68 35 68 35 19 PRE-EMPTION G P5,P6,P7,P8 3 ALL OTHER TIMES FREE - - - - - - 4� 2 6'X23' ** PRESENCE 8 - 8 SERIES PHASING & PRIORITY * SPLIT = GREEN + YELLOW + ALL RED 11ME FOR PHASE 2 6 RECEIVER PRE-EMPT VEHICLE ** PRESENCE 8 - 8 SERIES A,B,C,D 16" DUAL 5 'X23' AND PHASE MOVEMENT PHASE E,F,G,H PEDESTRIAN PRIORITY ASSIGNMENT ASSIGNMENT 12" LENSES W/ COUNTDOWN ** THE NUMBER OF (URNS FOR TYPE Q QUADRAPOLE DETECTORS IS 1-2-1 WITHWITH2 LAYERS R1 1 SB 06 NOTES: R2 2 NB 02 1. ALL VEHICLE AND PEDESTRIAN LENSES SHALL BE LED TYPE. R3 3 EB 04 2. ALL HOUSINGS TO BE PROVIDED WITH TUNNEL VISORS AND 5" BACKPLATES. 3. ALL HOUSINGS TO BE FIXED MOUNTED. R4 4 WB 08 NOTES: 1. EMERGENCY VEHICLE PRE-EMPTION SIGNALS SHALL BE OPTICALLY PREFERENTIAL SEQUENCE DIAGRAM TRANSMITTED BY OPTICAL EMITTERS MOUNTED IN EMERGENCY (CALLS ON ALL PHASES) VEHICLES AND RECEIVED BY OPTICAL RECEIVERS LOCATED AT THE INTERSECTION OR TRANSMITTED DIRECTLY FROM THE FIRE STATION 02 + 06 04 + 08 09 AND RECEIVED AT THE INTERSECTION. 2. PRE-EMPTION SIGNALS SHALL BE SERVICED ON A PRIORITY BASIS I l WITH RECEIVERS ASSIGNED DESCENDING PRIORITIES AS FOLLOWS: ',► y (1 HIGHEST AND 4 LOWEST). 1 — — —► 3. IN RESPONSE TO A PRE-EMPTION SIGNAL RECEIVED AT AN f INTERSECTION BY OPTICAL RECEIVER R1 (OR OTHERS AS PROVIDED) THE CONTROLLER SHALL HOLD OR ADVANCE TO AND HOLD IN EMERGENCY PRE-EMPTION THE ASSOCIATED GREEN PHASE FOR A MINIMUM OF TEN (10) SECONDS, OR UNTIL PRE-EMPTION SIGNAL V — — —►T CEASES. THE CONTROLLER SHALL THEN PROVIDE PRE-EMPTION PHASE CLEARANCE SERVICE THEN RESUME NORMAL OPERATION. f 4. MINIMUM GREEN, NORMAL VEHICLE AND PEDESTRIAN CLEARANCE SHALL BE PROVIDED ON PHASES THAT ARE TO BE TERMINATED BY PRE-EMPTION DEMAND. I I 5. EMERGENCY VEHICLE PRE-EMPTION SHALL OVERRIDE COORDINATION. �II�I o mI� INI oITPI III III III QIQIUI � r m m 0 m 0 w w U 3: U (n Q W W _ 0 0 U DATE DESIGNED BY BAM— — — _ 10-19-10— _ DRAWN BY BAM_ — — _ 1-1-11 — - CHECKED BY -PSC— — — _ 1-12-11 — - L: \work\97384\CAD\Lafayette St Improvements\Preliminary Design\97384 Option 2 GN.dwg 10/13/2010 8: 51 : 05 AM EDT CONTINUED ON SHEET NO. 9 w a 0 cc) 0 0/ �'� �`� O cn o cn zO C) oQcn � \ c, v, r z � y y r (n cn m z v rncli �' =1"' a cn o � MAT E M MA T cHLINE q a ' 0 12.0 11 .0 12.0 7.0 'O m � NcAP �c'o o, — r 11 L 1, ;;a 0 ;;a w�oO�o G a� r N O r O G C' cn o �m o D 00 �j \0 = C/) n ws o,� f l ' O m D 0 Po ��o�a oG o 11-0 �'� 2" 2 � i O � N I CONC. 0.6' HIGH :::E BIT. CONC. 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AID PROD. NO. SNOTIOTASHEETS FOR � ` ,� , 4111 `�, � o MA NFA 12 20 FULLY ACTUATED CONTROL '`l'' `1' . ♦ ♦. LAFAYETTE STREET SEQUENCE AND TIMING PLAN & NOT USED NOT USED NOT USED I I LOCATION 2 WASHINGTON STREET LOCATION 2 \` MAJOR ITEMS LIST QUANTITY ITEM NO. DESCRIPTION INTERVALS 1 TS2 TYPE 1 CONTROLLER W/CABINET & FOUNDATION APPROACH DIRECT. FACES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 6 SIGNAL POST & BASE - W/ FDN - 8' LAFAYETTE STREET NB A,B R R R G Y ® R ® R R R R R R R R R R R R Y 1 SIGNAL POST & BASE - W/ FDN - 10' LAFAYETTE STREET NB C R R R G Y ® R o R/(Cr R/#(- R R R R R R R R R R Y 2 35' MAST ARM - STEEL, TYPE II W/ FDN LAFAYETTE STREET SB D AG •(- •R- R R R R R R R R R R R R R R R 4R_ 8 1 WAY 3 SECTION VEHICLE SIGNAL HOUSING - 12" LED LAFAYETTE STREET SB E,F R R R R R R R R R G Y R R R R R R R Y 3 1 WAY 3 SECTION VEHICLE SIGNAL HOUSING - 12" LED WASHINGTON STREET EB G,H R R R R R R _6111. _+ R R R R R R R R R R R ALL ARROWS DRIVEWAYS WB J,K,L,M R R R R R R R R R R R R G Y R R R R R 1 815.2 1 WAY 5 SECTION VEHICLE SIGNAL HOUSING - 12" LED PEDESTRIAN ALL P1-P8 DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW W FDW DW OFF 8 PEDESTRIAN SIGNAL HOUSING - 16" GRAPHIC LED 7 PEDESTRIAN PUSH-BUTTON - SIGN AND SADDLE 1 SERVICE CONNECTION (UNDERGROUND) 3 OPTICAL RECEIVER (DETECTOR) - ONE WAY 2 OPTICAL PHASE SELECTOR - TWO CHANNELS 1 PREEMPTION CONFIRMATION STROBE (WHITE) TIMING IN SECONDS 10 811.31 12" x 12" PULLBOX SD2.031 4 DUAL CHANNEL LOOP DETECTOR AMPLIFIER MINIMUM GREEN 5 10 10 10 6 1 BUS INTERFACE UNIT (SPARE) MAX GREEN 1 (FREE) 20 45 45 35 6 10 815.2 LOOP DETECTOR SECTIONS SEE TABLE BELOW } 1 DUAL CHANNEL LOOP DETECTOR AMPLIFIER SPARE z 1 813.791 GPS SYSTEM FOR CLOCK SYNCHRONIZATION REFERENCE 0 >_ PLUS ALL NECESSARY DUCT, CABLE, LABOR, MISCELLANEOUS VEHICLE EXTENSION 3 3 3 3 3 z MATERIAL AND EQUIPMENT TO COMPLETE THE INSTALLATION PED INTERVALS 7 15 YELLOW CLEARANCE 3 3 3 3 3 w NOTE: RED CLEARANCE 3 3 1 1 3 3 1 1 2 1 w TRAFFIC SIGNAL MAST ARMS, POSTS AND BASES SHALL BE ORNAMENTAL DETECTION (MEMORY) LOCK NON-LOCK NON-LOCK NON-LOCK NON-LOCK LOCK TYPE CONSISTENT WITH CITY OF SALEM STANDARDS RECALL OFF SOFT OFF SOFT OFF OFF NOTES: LOOP DETECTORS 1. STANDARD NEMA CLEARANCES SHALL APPLY. NUMBER NUMBER SIZE NUMBER OPERATION CALL CALL DELAY EXTEND LOOP SEC110N TURNS � (SECONDS) � CONNECTION 2. ANY TWO NON-CONFLICTING PHASES MAY RUN CONCURRENTLY. IN PRESENCE OF CALLS ON MULTIPLE PHASES SEQUENCE 1L 2 6'X23' ** PRESENCE 1 - 1 SERIES SHALL CONFORM TO PREFERENTIAL DIAGRAM. 3. THIS SIGNAL SHALL BE COORDINATED WITH THE SIGNAL AT SIGNAL FACES TIMING FOR SIGNAL COORDINATION 2 6'X23' ** PRESENCE 6 - 6 SERIES LAFAYETTE STREET & HARBOR STREET. CYCLE * (SEC) 2 6'X23' ** PRESENCE 5 - 5 SERIES 4. G IF FOLLOWED BY 02 + 05. p � rR � PROGRAM DAY TIME LENGTH ( � SPLITS SEC X \ , (SEC) 01 02 05 06 08 09 2 6'X23' ** PRESENCE 2 - 2 SERIES x Y Y 1 M-F 6AM-9AM 120 0 23 63 54 35 11 23 2 M-F 4PM-7PM 120 0 28 58 45 26 11 23 2 6'X23' ** PRESENCE 5 - 5 SERIES PRE—EMPTION 3 ALL OTHER TIMES FREE - - - - - PHASING & PRIORITY L! P1,P2,P3,P4, P5,P6,P7,P8 SPLIT = GREEN + YELLOW + ALL RED TIME FOR PHASE 1 6'X10' 3 PRESENCE 8 — 8 SERIES RECEIVER PRE—EMPT VEHICLE A,B,E, D C G,H 16" DUAL AND PHASE MOVEMENT PHASE F,J,K,L,M PEDESTRIAN W/ 1 6'X6' 3 PRESENCE 8 — 8 SERIES PRIORITY ASSIGNMENT ASSIGNMENT 12" LENSES 12" LENSES 12" LENSES 12" LENSES COUNTDOWN ** THE NUMBER OF TURNS FOR TYPE Q QUADRAPOLE DETECTORS IS 1-2-1 WITH 2 LAYERS R1 1 SB 06 NOTES: R2 2 NB 02 1. ALL VEHICLE AND PEDESTRIAN LENSES SHALL BE LED TYPE. 2. ALL HOUSINGS TO BE PROVIDED WITH TUNNEL VISORS AND 5" BACKPLATES. R3 3 EB 05 3. ALL HOUSINGS TO BE FIXED MOUNTED. NOTES: PREFERENTIAL SEQUENCE DIAGRAM 1. EMERGENCY VEHICLE PRE-EMPTION SIGNALS SHALL BE OPTICALLY (CALLS ON ALL PHASES) TRANSMITTED BY OPTICAL EMITTERS MOUNTED IN EMERGENCY VEHICLES AND RECEIVED BY OPTICAL RECEIVERS LOCATED AT THE INTERSECTION OR TRANSMITTED DIRECTLY FROM THE FIRE STATION DUN now AND RECEIVED AT THE INTERSECTION. 01 + 06 02 + 06 02 + 05 09 08 2. PRE-EMPTION SIGNALS SHALL BE SERVICED ON A PRIORITY BASIS WITH RECEIVERS ASSIGNED DESCENDING PRIORITIES AS FOLLOWS: (1 HIGHEST AND 3 LOWEST). 41-/ 3. IN RESPONSE TO A PRE-EMPTION SIGNAL RECEIVED AT AN INTERSECTION BY OPTICAL RECEIVER R1 (OR OTHERS AS PROVIDED) THE CONTROLLER SHALL HOLD OR ADVANCE TO AND HOLD IN �► �' EMERGENCY PRE-EMPTION THE ASSOCIATED GREEN PHASE FOR A MINIMUM OF TEN (10) SECONDS, OR UNTIL PRE-EMPTION SIGNAL �: k CEASES. THE CONTROLLER SHALL THEN PROVIDE PRE-EMPTION PHASE CLEARANCE SERVICE THEN RESUME NORMAL OPERATION. 4. MINIMUM GREEN, NORMAL VEHICLE AND PEDESTRIAN CLEARANCE y SHALL BE PROVIDED ON PHASES THAT ARE TO BE TERMINATED BY PRE-EMPTION DEMAND. 5. EMERGENCY VEHICLE PRE-EMPTION SHALL OVERRIDE COORDINATION. 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AID PROD. NO. SHEET TOTAL N0. SHEETS MA NFA 14 20 1 1/4" DIA. DRILLED HOLE PAVEMENT MARKINGS AT EACH INTERSECTING 3" 3" 3" SAW CUT LOOP DETECTOR DETAILS DIRECTION OF TRAVEL SAWCUT OR LEAD - IN ANGLE POINT 6' 10' 1" OR LARGER (TYP.) (TYP.) CONDUIT FLEXIBLE STEEL SEE SPECIAL PROV. SAW CUTS DETECTOR NOTES CONTAINING N WIRE FOR 1. IN HANDHOLE, SPLICE ALL SEGMENTS TO TYPE II-SHIELDED LOOP oz SEGMENTS oz z GRANITE FILL WITH ASPHALT o DETECTOR LEAD-IN CABLE. SEGMENTS SHALL BE SPLICED IN PARALLEL, IN SERIES, OR IN zo C C CURBING JOINT SEALER (M.3.05.0) A COMBINATION OF PARALLEL & SERIES AS SHOWN ON THE PLAN SHEET FOR EACH Q > z Q H H Q H J z Q -i z Q z J z DETECTOR. NUMBER OF TURNS OF WIRE SHALL ALSO BE AS SHOWN ON THE PLAN SHEET D W 2 J D W J W D W z o w z ``� N N z � - ANGLES VARY FOR EACH DETECTOR. SEE NOTE 12. w Z SEE PLANS TYPICAL - w � w - w w - w cn w 3 0 " m Q I I BO12"X SD2.031" PULL 2. SEE SPECIAL PROVISIONS FOR REQUIREMENTS OF DETECTOR AMPLIFIER. J m I I BOX �D I I 3. LEAD IN WIRES SHALL BE TWISTED FROM SEGMENT TO SPLICE WITH SHIELDED CABLE A 1 FIVE TURNS PER FOOT. LEAD-IN SHALL BE TYPE II (M8. 16. II). c_ Ql I 'D y I I 4. BEFORE STARTING ANY SPLICING, THE ELECTRICAL CONTRACTOR SHALL FURNISH DATA GRANITE CURB g - I B SHEETS ON THE MATERIALS AND/OR METHODS TO BE USED IN ACCORDANCE WITH THE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 NUMBER AND SIZE OF DEPARTMENTS STANDARD OPERATING PROCEDURES FOR APPROVAL OF SHOP DRAWINGS _ SECTIONS AND LENGTH -� SEE SECTION 815.64, ESPECIALLY PARAGRAPH 1. F -1 I CONDUIT SEE SPECIAL PROVISION OF DETECTION AREA VARIES (TYPICAL) PULL BOX I I SEE TRAFFIC SIGNAL PLANS -J I SEE DETAIL I 5. THE METALLIC SHIELD WHICH SHALL ENCASE THE DETECTOR LEADS FROM A SPLICE L---J (TYPICALLY LOCATED IN A PULL BOX NEAR THE ROADWAY COMPONENT OF THE DETECTOR) THIS SHEET TO THE CONTROLLER, AND THE DRAIN WIRE UNDER THE METALLIC SHIELD, SHALL NOT A �] BE GROUNDED TO THE EARTH GROUNDING BUSS IN THE CONTROLLER, AND THE MEDIAN/SIDEWALK/PLANTING AREA TYPICAL SHOWN SHIELD AND DRAIN WIRE SHALL BE CAREFULLY INSULATED FROM THE TRANSFORMER DIMENSIONS MAY VARY DETAIL - PLAN VIEW NEUTRAL OR FROM EARTH GROUND AT ALL POINTS ALONG ITS LENGTH. SEE PLANS FOR NOT TO SCALE SPECIFICALLY, THIS INCLUDES CAREFUL INSULATION OF THE EXPOSED PORTION OF THE VARIATIONS SHIELD AND THE DRAIN WIRE AT THE END AWAY FROM THE CONTROLLER WHERE IT IS OFFSETS FROM CURB TO LOOP AND EDGE OF LANE TO LOOP EQUAL IF NOT SHOWN ON TRAFFIC SIGNAL PLANS SPLICED TO WIRES LEADING TO THE ROADWAY COMPONENT OF THE DETECTOR. THIS IS IMPORTANT TO AVOID A GROUND RETURN LOOP. PLAN OF SEGMENTED DETECTOR DETAIL TOP OF BINDER OR EXISTING PAVEMENT 6. FILL ALL CONDUIT OPENINGS WITH DUCT SEAL. NOT TO SCALE 7. AFTER SAW CUTS ARE COMPLETE, BLOW OUT WATER WITH OIL-FREE COMPRESSED SURFACE COURSE 1 1/2" AIR UNTIL CUTS ARE CLEAN AND DRY. INSERT WIRE INTO CLEAN SLOT WITH A BLUNT, 1/2" RIGID PLASTIC CONDUIT SMOOTH, ROUND EDGED TOOL OF WOOD OR PLASTIC SUCH AS A PAINT STIRRER. DO NOT USE A SCREWDRIVER. THE INSERT FOAM PLASTIC HOLD DOWN STRIPS, SIMILAR TO LOOP WIRES PAVEMENT JOINT FILL WITH FILLER APPROVED FLEXIBLE SEALER ETHA FOAM SB. STRIPS SHALL BE ABOUT 2" LONG, PLACED IN THE SLOT ABOUT COMPOUND PAVEMENT JOINT EVERY 2 FEET THEN POUR SEALER, TAKING CARE TO ELIMINATE BUBBLES. 1/2" RIGID PLASTIC CONDUIT 1-3/4"f 1/4" 8. THE COMBINED ROADWAY LOOP, TWISTED LEAD-IN WIRES, SPLICE AND SHIELDED LEAD-IN 1 1/4"- �� FOAM STRIP, SEE NOTE 7 CABLE SHALL HAVE A RESISTANCE TO GROUND OF AT LEAST 50 TO 100 MEGOHMS. THE RESISTANCE BE 10 MEGOHMS UNDER WORST CASE CONDITIONS. SEE SPECIAL ----------------- E PROVISIONS FOR ADDITIONAL REQUIREMENTS. :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.. .. :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.. .. #14 AWG LOOP WIRES. THHN 6" 6" STRANDED ENCASED IN PROTECTIVE PLASTIC TUBING g FOR INSTALLATION OF SINGLE (ONE SEGMENT) SMALL WIRE LOOP DETECTOR. DETAIL (I.M.S.A. SPEC. No. 51-5) Ll 3/8" OR 1/4" SAW CUT IS THE SAME. 8" 8" SECTION C-C & D-D 10. CUT LOOPS IN BINDER AND FILL WITH APPROVED FLEXIBLE SEALER. VERTICAL SECTION LOOPS IN BINDER COURSE OR EXISTING PAVEMENT TO BE RESURFACED 11. DETECTOR WIRE SHALL BE A DIFFERENT COLOR FOR EACH SEGMENT OF A DETECTOR PLAN TREATMENTNOT TO SCALE ENT JOINTS NOT TO SCALE GROUP. SEE DETAIL TREATMENT AT PAVEMENT JOINTS 12. SPLICING PATTERN P = SERIES/PARALLEL: SPLICE SEGMENTS 1 AND 3 OF AN NOT TO SCALE INDIVIDUAL DETECTOR IN SERIES. SPLICE SEGMENTS 2 AND 4 IN SERIES. SPLICE THE RESULTANT TWO GROUPS IN PARALLEL. SPLICE THE RESULTANT COMBINATION TO ONE LEAD-IN CABLE. CONNECT THIS CABLE TO AN OTHERWISE UNUSED AMPLIFIER CHANNEL. (TYPICAL) 12"x12" PULL BOX B GRANITE CURBING JOINT IN CURBING SPLICING PATTERN S = SERIES: SPLICE ALL SEGMENTS (TYPICALLY FOUR, EXISTING/PROPOSED BUT MAY BE LESS) OF AN INDIVIDUAL DETECTOR IN SERIES. SPLICE THE CONDUIT PAVEMENT SURFACE RESULTANT COMBINATION TO ONE LEAD-IN CABLE TO AN OTHERWISE UNUSED AMPLIFIER CHANNEL. 1=III=III=III=III Ell : ' TWISTED WIRES IN SAW CUTS FILL WITH APPROVED =III=III=III=III=11 / FLEXIBLE SEALER GRANITE CURBING :J7 1-3/4"f 1/4" FOAM STRIP, SEE NOTE 7 Li SPLICE I I SPLICE ~ SEE NOTE 12 II TO ADDITIONAL LOOP o �I INI FOR DETAIL of I I IF ANY #14 AWG LOOP WIRES. THHN 0i�i�i II STRANDED ENCASED IN PROTECTIVE PLASTIC TUBING 3" CONDUIT (I.M.S.A. SPEC. No. 51-5) III I I LB TO CONTROL CABINET, PULL BOX OR 3/8" OR 1/4" SAW CUT SIGNAL POST FOUNDATION QIQIcI SECTION C-C & D-D SECTION A-A SECTION B-B LOOPS IN SURFACE COURSE m m NOT TO SCALE NOT TO SCALE NOT TO SCALE 0 m 0 W `'' (FOR AREAS OUTSIDE LIMITS OF PAVEMENT WORK ONLY) CD U (n Q W W � _ 0 0 U SALEM LAFAYETTE STREET STATE FED. AID PROD. NO. SHEET TOTAL IN 0. SHEETS MA NFA 15 20 SAWCUT CONTAINING TYPE Q WIRE SEGMENTS BICYCLE LOOP DETECTOR DETAILS WINDING DETAILS INSTALLATION DETAILS SEE NOTE 9 1 .2" DIA. DRILL HOLE AT EACH INTERSECTING SAWCUT OR LEAD-IN LANE LINE SL 1 TURN 23.0' TYP 10.0' 23.0' TYP _ (2 LAYERS) SIGN R 10-2 2 (NP) 18 w 36" z �--� ` o z DIRECTION DIRECTION w OF TRAVEL J J w 2.5 '8' 2.25 T 0 REQUEST NOTES: on OF TRAVEL Q 2" 4�" V2" N N 11.5 2 TURNS (2 LAYERS) \ Q 2.5 '8' GREEN 1. REFER TO VEHICLE LOOP DETECTOR DETAIL SHEET FOR ADDITIONAL NOTES AND CONSTRUCTION DETAILS. 3.7 1.5 2. ALL DETAILS ARE GRAPHICAL WITH NO SCALE. PROP WHITE BICYCLE LEGEND * N _0.8 2.5 18' WAIT 3. THE NUMBER, SIZE, LOCATION AND LENGTH OF 1 TURN LANE LINE PROP 2" WHITE LINES 7 DETECTION AREA VARIES AND SHALL BE DETERMINED (2 LAYERS) 2.5 '8' ON 0.8 BY THE DESIGNER REFER TO TRAFFIC SIGNAL PLAN. SHOULDER EDGE OF ROAD 4.25 ].55 0.8 4. BICYCLE LOOPS SHALL BE CONNECTED TO SEPARATE START FINISH lio -kLOOP DETECTOR AMPLIFIERS CAPABLE OF HIGHER TYPE Q DETECTOR-STANDARD QUADRUPOLE SIGN BORDER: LEVELS OF SENSITIVITY. TYPE Q DETECTOR WITH STANDARD PAVEMENT MARKINGS AND SIGNING R=1.5, TH=0.5, INS=.38 WHITE BACKGROUND 5. BICYCLE LOOPS SHALL BE INSTALLED IN THE BASE SIGN R10-22 BLACK LEGENDS & LINES COURSE OF EXISTING PAVEMENT. THE EXISTING PAVEMENT SHALL BE COLD PLANED TO THE BASE COURSE AND SAWCUT FOR LOOP INSTALLATION. NOTE: ALL SIGN DIMENSIONS IN INCHES SIGN PANEL NOT SHOWN TO SCALE 6. SIGNS AND PAVEMENT MARKINGS SHALL BE INSTALLED LANE LINE FOR ALL BICYCLE DETECTORS TO INFORM CYCLISTS OF 1 TURN (4 LAYERS) 3 4 L THE DETECTION AREA. w * * 7. OFFSETS FROM LANE LINE EQUAL UNLESS OTHERWISE 2 TURNS (4 LAYERS) g NOTED. SEE PLANS. go w Y 1/4 L ~0 8. TYPE Q DETECTORS SHALL BE WIRED IN A FIGURE 2 TURNS (4 LAYERS) m z EIGHT PATTERN2") WITHWITH A TURNSDOUBLE LAYER IN THE PERIMETER SLOTSDIRECTION DIRECTION 1/4 L w J AND 4 TURNS IN THE CENTER SLOT AS SHOWN IN OF TRAVEL 2 TURNS (4 LAYERS) cn > OF TRAVEL 1/4 L N TOP OF PROPOSED THE WINDING DETAIL. PAVEMENT v 1/4 L w 9. BICYCLES WILL BE DETECTED WITHIN 4" OF THE x > INTERIOR LONGITUDINAL LOOP WIRES FOR TYPE Q AND w .. ,� SURFACE COURSE D-Q DETECTORS. 1 TURN (4 LAYERS) START IS EDGE OF ROAD 1 .5 IN 10. PROVIDE 3 TURNS FOR TYPE D-1 DETECTORS. SEE NOTE 7 (TYP) APPROVED FLEXIBLE FINISH w SEALER 11. INSTALL 2 LAYERS OF WIRE WOUND IN THE SAME SIGN R10-22 N DIRECTION IN BOTH LAYERS FOR TYPE D-2 DETECTORS. TYPE D-Q DETECTOR TYPE D-Q DETECTOR-DOUBLE QUADRUPOLE w FOAM STRIP THE RESULT IS 4 TURNS IN EACH DIAGONAL. SAWCUT CONTAINING TYPE • #14 AWG LOOP WIRES 12. RIGHT JUSTIFIED LOOP DETECTORS SHALL BE D-Q WIRE SEGMENTS • THHN STRANDED ENCASED CONSIDERED FOR THE FOLLOWING CONDITIONS: SEE NOTE 9 IN PROTECTIVE PLASTIC TUBING a) BICYCLE STOPPING ON THE RIGHT SIDE OF A LANE LINE (I.M.S.A. SPEC. NO. 51 -5) THRU TRAVEL LANE. (VARIES SEE TABLE) b) BICYCLE STOPPING ON THE RIGHT SIDE OF AN EXCLUSIVE LEFT TURN LANE. MOTOR VEHICLE LOOP DETECTOR 13. LEFT JUSTIFIED LOOP DETECTORS SHALL BE U•�G� .1 .50 .16 CONSIDERED FOR THE FOLLOWING CONDITIONS: a) BICYCLE STOPPING ON THE LEFT SIDE OF A u• tis z DIRECTION o SECTION TH R U LOOP DETECTOR SHARED LEFT/THRU LANE. g z b) BICYCLE STOPPING JUST TO THE RIGHT OF i3 TG w OF TRAVEL w THE CENTERLINE WHEN TURNING LEFT ON A DIRECTION j J N TWO-LANE ROADWAY. OF TRAVEL tis w SAWCUT SLOT DEPTH GUIDE 14. RECTANGULAR LOOP DETECTORS SHALL BE CONSIDERED FOR BICYCLES STOPPING ON EITHER THE LEFT OR TURNS OF WIRE SLOT SIZE RIGHT SIDE OF A TWO-LANE ROADWAY. THE MAXIMUM OFFSET FROM LANE LINE AND CURB LINE SHALL START DEPTH (IN) WIDTH(IN) BE 1.0'. LANE LINE 15. PAVEMENT CORES OR TEST PITS MAY BE REQUIRED FINISH 1.0' (MAX) 1 1.5 0.5 TO DETERMINE THE DEPTH OF EXISTING PAVEMENT SHOULDER EDGE OF ROAD 2 1.5 0.5 AND CONFIRM THAT THE DETECTION OPTION CHOSEN AND CORRESPONDING WINDING PATTERN CAN BE SAWCUT CONTAINING SIGN R10-22 3 1.5 0.5 ACCOMMODATED. TYPE D- 1 DETECTOR RIGHT JUSTIFIED (SEE NOTE 12) TYPE D-1 WIRE SEGMENT 4 2.0 0.5 16. THESE DETAILS APPLY TO BICYCLE LOOPS INSTALLED TYPE D- 1 AND D-2 DETECTORS 5 2.0 0.5 IN ROADWAYS. PUSH BUTTON ACTUATION SHALL BE CONSIDERED FOR RECREATIONAL BIKE PATHS. (TYPE D1 SHOWN) SAWCUT CONTAINING TYPE 6 2.0 0.5 D-2 WIRE SEGMENTS 17. THE MINIMUM DIMENSION FOR L SHALL BE 6' 7 2.0 0.5 MIN. FOR DETECTORS TYPE D-Q, D-1 & D-2. FINAL LANE LINE DIMENSIONS SHALL BE DETERMINED BY THE L 1.0' (MAX) 8 2.0 0.5 DESIGN ENGINEER. MOTOR VEHICLE LOOP DETECTOR \JRIES SEE NOT 17) w � 51 z z DIRECTION ,�JQ`.��v� :5DIRECTION J uj w OF TRAVEL tK ��51 w OF TRAVEL N ix Az L� . . . . . . . . . . . . FINISH START I I LANE LINE 0 0l i INI SHOULDER EDGE OF ROAD TYPE D-2 DETECTOR LEFT JUSTIFIED (SEE NOTE 13) PROPOSED AREA OF DETECTION TYPE D- 1 AND D-2 DETECTORS A LARGER AREA OF DETECTION MAY BE REQUIRED I I BASED ON FIELD CONDITIONS AND SHALL BE I I (TYPE D2 SHOWN) DETERMINED BY THE DESIGNER. SIGN R10-22 III QIQIUI � r m m 0 m 0 w w U 3: U (n Q W W _ 0 0 U SALEM LAFAYETTE STREET STATE FED. AID PROD. NO. SHEET TOTAL IN 0. SHEETS T R A F F I C S I G N S U M M A R Y MA NFA 16 20 C1) SIGN SUMMARY PLAN P 5 P 5 IDENTIFI- SIZE OF SIGN TEXT DIMENSIONS (INCHES) NUMBER COLOR POST SIZE UNIT TOTAL IDENTIFI- SIZE OF SIGN TEXT DIMENSIONS (INCHES) NUMBER COLOR POST SIZE UNIT TOTAL CATION TEXT OF AND AREA IN AREA IN CATION TEXT OF AND AREA IN AREA IN LETTER VERTICAL ARROW SIGNS BACK- NUMBER SQUARE SQUARE LETTER VERTICAL ARROW SIGNS BACK- NUMBER SQUARE SQUARE NUMBER WIDTH HEIGHT HEIGHT SPACING RTE MKR REQUIREDGROUND LEGEND BORDER REQUIRED FEET FEET NUMBER WIDTH HEIGHT HEIGHT SPACING RTE MKR REQUIRED GROUND LEGEND BORDER REQUIRED FEET FEET 1 MTD SEE STANDARDS�2� SEE TAND RDS2 M6-2R SEE STAND RDS�2� 2 SEE TAND RDS2 W/M1-5a R3-2 3'- 0" 3'- 0" 1 MTD 9.00 9.00 1 9 1 2 1 MTD 2. 18 2.18 ON MA W D9-2 SEE SEE D3-1 VARIES 1 '- 0" Lafayette st CI ry OF S LEM 1 CA OF S LEM 1 R3- 5R 2'-6" 3'-0" 2 2 7. 50 15. 00 S ANDAR S ST NDAR S ONLY D3-2 VARIES 1 '- 0" Washington st 1 1 R3- 7L 3'- 0" 3'- 0" LEFT MUSTE 4 4 9. 00 36. 00 TURN LEFT D3-3 VARIES 1 '- 0" Harbor St 1 1 R3-8 2'- 6" 2'- 6" 2 2 6. 25 12. 50 ONL D3-4 VARIES 1 '- O" Dow St 1 1 NO R7- 4L 1 '- 0" 1 '- 6" PARKING 7 7 1 . 50 10. 50 WHEN LIT ANY SNOW MTD TIME SP-1 2 - 0 2 - 6 BAN 1 ON MA 5. 00 5.00 ~ N EFFEC NO" " PARKING SEE STANDARDS�2� SEE TAND RDS2 R7 4R 1 0 1 6 ANY 6 6 1 . 50 9. 00 D9-2 2 - 0 2 - 0H 1 1 4. 00 4.00 TIME R5-1 2'-6" 2'-6" 1 1 6. 25 6. 25 ENTER R6- 1 R 3'-0" 1 '-0" ONE WAY 2 2 MTD 3. 00 6. 00 W/R5-1 LEFT ON R10-5 2'- 6" 3'- 0" GREEN MTD 1 ARROW ON MA ON 7.50 7.50 LY NO MTD R10-11 b 3'- 0" 3'- 0" ONURED 1 ON MA 9.00 9.00 (1 ) UNLESS OTHERWISE NOTED, ALL POSTS TO BE P-5. (2) PER THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, AND THE 1996 MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD DRAWINGS FOR SIGNS LEFT TURN AND SUPPORTS. R10-12 2'- 6" 3'- 0" YIELD 1 MTD 7.50 7.50 ON GREEN ON MA TO REQUEST 5 R10-22 1 '- 0" 1 '- 6" GREEN 7 1 W/ R3-5R WONT oao 1 .50 10.50 1 W/ R3-7L M1 - 5a 2'- 6" 2'- 0" 114 1 1 5. 00 5.00 M1 - 5b 2'- 6" 2'- 0)) 1 A 1 1 5. 00 5.00 f i i M3-3 2'- 0" 1 '- 0" SOUTH 1 MTD 2. 00 2.00 o W �I I-I W/M1 5b Q mj�I I 0 - I N oI II II M3- 4 2'- 0 1 MTD 2. 00 2.00 I , , " 1 '- 0" WEST W/M1-5a III MT III III M6- 2L 1 '- 9" 1 '- 2" 1 W/M1D5b 2. 18 2.18 r m m W W CD 3 U (n Q W W ry _ 00 0 DATE DESIGNED BY BAM— — — _ 10-19-10— _ DRAWN BY BAM_ — — _ 1-1-11 — - CHECKED BY -PSC— — — _ 1-12-11 — - L: \work\97384\CAD\Lafayette St Improvements\Preliminary Design\97384 Option 2 GN.dwg 10/13/2010 8: 51 : 05 AM EDT I �q l) tJ D (n I'' III —. -< mm 00 n z m �z o mw N� o m D to m m ff g �\ 1338iS ci8vm Fc/) C/)] 0 \ \ I I0 + I Pup CA 0CA ao � D Ul D> m m � coW� I ° I � c > I ox r�D r �I �W ol �\ \ � z� _ �� - NCO on � � ? w / I ,iNm Ix > o� NCw J) -N z c N N I m m f� I :(7 o Z rn I � No / ITN � � c � > Opcn Z I � �O - ` w O C) c W C) m Ln L, IZ0 -j WO p w co R LO m m� oo Z en z I � I r c� w� can c / I X c z ° \ m � Wn zv o C ,T, Zo � �om (n A ' m m D �I I ry o ��� o crI J r1 r D I < � 0 m v D� Or— � r C U O Can rp z m °AB /E rT 102 _ z U/E G AN. 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O o O C01 % if 138.801, HARBORC) STRDEEt Z II cn m m SOD -u X DOx m O < r 0 (n m0 � \ z-ri O7 � � � m m 00 > zo _ ° I m0 -u r— ;U — c11 Z O co X -u m I c� fTl �7 00 X D n O M - c) m D -i ZJ I 11IdM 'ON00'118 o D c) \ m C7 D D I m r o M 0 O rj�, _ -coo ° C) i \ 0 n n rnr, w D / U' 4- \I r 1 Wco � z0 m Y Z W • z I D D N °� I r w Z nV m z D m; G� l D m r o f I M z mc4 r� 0 r / m m c I G7 o z 0 O m CW 0 Z O S� CD D 0 1 —� m TI m /V z I r � ° 1 / \ � m \ c 0 ,9 GO ooy�0 6GO� \ I O c' 00 �0O QT 3�1 �� � _� O O o Lo L m ay6+ r fTl m 2 02�n� nG <�2 <� \ 1 1 \ I m z MATCH LINE 1 Mq 7-CHLI—IC q / CONTINUED ON SHEET NO. 18 o D � m n a P D = D C � X D X X X Z Z o O D c r- cc] c� � (A � D -u Z 0 R D o m W w r m X - _ � O 7\ � 0 m m Z m r r z mr D mn 0 n p 0 O m D O m = N X m = � � m O r m m z= m Z pm M G� Z 0 n = G) J m G7 m m o D o �D Z cn r DATE DESIGNED BY BAM— — — _ 10-19-10— _ DRAWN BY BAM_ — — _ 1-1-11 — - CHECKED BY -PSC— — — _ 1-12-11 — - L: \work\97384\CAD\Lafayette St Improvements\Preliminary Design\97384 Option 2 GN.dwg 10/13/2010 8: 51 : 05 AM EDT CONTINUED ON SHEET NO. 17 00 -0 N O 00 W� ZI T 0� �C� � 0 Odin�G<' `ni!' ��' `JcP �2 CS ! 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AID PROJ. NO. NO. SHEETS MA NFA 20 20 SIDEWALK CLOSED TABLE 1 - W20-8 ADVANCED WARNING SIGN PLACEMENT POLICE W20-$ POLICE W20-4 USE OTHER SIDE R9_8 OFFICER TRAFFIC MANAGEMENT DETAILS R9-10 PEDESTRIAN W11-2 ROAD TYPE DISTANCE BETWEEN SIGNS AHEAD In Q OFFICER AHEAD ONE CROSSWALK A B C r,� Z LANE O AHEAD U URBAN (LOW SPEED) 200 200 200 La W16-7P o 0 100' 350' 350' ■■ W11-2 URBAN (HIGH SPEED) 350 350 350 m AHEAD RURAL 500 500 500 z �® Q �► ONE LANE BI-DIRECTIONAL 4® ■ W16-9P SIDE STREET ■ J ■ ■ ■ INTERIM .■ o ■■ SIDE STREET —► MARKINGS FOR TABLE 2 SIDEWALK CLOSED CROSSWALK BUFFER LENGTHS AHEAD LINES. CROSS- CROs HATCHING SPEED* (mph) LENGTH (ft) 350 I 350 100' 100' R9-11 R OPTIONAL I T 11 w11-2 Lj 25 155 ' AHEAD 30 200 ® o W16-91P 35 250 ONE POLICE T2 O R9-9 � W20-8 LANE OFFICER O ■ SIDEWALK 40 305 AHEAD AHEAD POLICE CLOSED 45 360 T1 o OFFICER SIDEWALK CLOSED W20-4 W20-8 I AHEAD AHEAD * POSTED SPEED, OFF-PEAK 85TH PERCENTILE CROSS SPEED PRIOR TO WORK STARTING, OR THE ONE NROADNE R9-11L ANTICIPATED OPERATING SPEED IN MPH. AHEAD W20-4 FORMULAS FOR L ** SPEED FORMULA O 0 KEY 40 mph or less L = WS2 011 CHANNELIZING DEVICES DRUMS 60 (DRUMS) 45 mph or greater L = W x S ® TYPE III BARRICADES W/ORANGE * SPEED CATEGORY TO BE DETERMINED BY STATE HIGHWAY AGENCY IN FLAGS OR WARNING LIGHTS COOPERATION WITH LOCAL JURISDICTIONS. ® WORK ZONE ** L = TAPER LENGTH IN FEET. W WIDTH OF IN FEE . POLICE OFFICER S = POSTED SPEED,ETHE OFF-PEAK 85TH PERCENTILE SPEED PRIOR TO TYPICAL TRAFFIC MANAGEMENT PLAN � SIGN WORK STARTING, OR THE ANTICIPATED OPERATING SPEED IN MPH. INTERSECTION WORK TYPICAL CROSSWALK CLOSURE BI - DIRECTIONAL NOTES FOR TYPICAL TRAFFIC MANAGEMENT PLANS AND PEDESTRIAN DETOUR PLAN NOT TO SCALE 1 . REFERENCE TABLE 2 ABOVE FOR RECOMMENDED BUFFER LENGTHS. NOT TO SCALE 2. THE MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES IN A TAPER WORK ZONE ENCLOSED BY PROPOSED ( )T1 SHOULD BE APPROXIMATELY EQUAL IN FEET TO 1 .0 TIMES THE CONSTRUCTION FENCING SPEED LIMIT (MPH). WORK ZONE ENCLOSED TYPE III BARRICADE (TYP) BY PROPOSED 3. THE MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES ON THE CONSTRUCTION FENCING TANGENT (T2) SHOULD BE APPROXIMATELY EQUAL IN FEET TO 2.0 TYPE III BARRICADE (TYP) SIDEWALKSIDEW�ED W11-2 TIMES THE SPEED LIMIT (MPH). SIDEWALK SIDEWALK CROSS HERE CROSS HERE R9-9 CLOSED CLOSED R9-9 R9-11aR Ae R9-11 aL W16-7P PEDESTRIAN PATH --ft-ft I I --► EXISTING SIDEWALK EXISTING I SIDEWALK I ■ ■ ■ ■ O PARKING LANES Lu ROAD PARKING LANE CLOSED I CLOSED I ►- N WORK AHEAD o LIMIT OF WORK lle� 2EXISTING SIDEWALK O m 2 EXISTING SIDEWALK OR MEDIAN TEMPORARY -.- i 500' 500' W20-1 a NO PARKING SIGN PEDESTRIAN PATH O O O TEMPORARY CROSSWALK ,I LAFAYETTE STREET •I •I .I O2 WORK ZONE PEDESTRIAN BYPASS- TYPE I PEDESTRIAN BYPASS- TYPE II O O O SPFINES EEDING NOT TO SCALE W11-2 ,L "� DOUBLED NOT TO SCALE 500 500 ® R2-10a NOTES FOR PEDESTRIAN DETOUR PLAN: LIMIT OF WORK o PSG\�G� W16 7P c O3 i 1 . ADDITIONAL ADVANCE WARNING MAY BE NECESSARY. _ of I I 2. CONTROLS FOR PEDESTRIAN TRAFFIC ONLY, ARE SHOWN. ROAD Q �I�I i I VEHICULAR TRAFFIC SHOULD BE HANDLED AS SHOWN ELSEWHERE. 500RFT. TI IN I 3. — — — DIRECTION OF PEDESTRAIN TRAVEL. of I I I 4. IF THE WORK ZONE DOES NOT PERMIT PEDESTRIANS TO TRAVEL ADJACENT TO IT AS SHOWN IN PEDESTRIAN BYPASS TYPE I, I�I�I I TEMPORARY CROSSWALKS WITH APPROPRIATE SIGNS SHOULD BE INSTALLED TO CROSS PEDESTRIANS TO THE OPPOSITE SIDE O W20-1 b I I I OF THE STREET AS SHOWN IN PEDESTRIAN BYPASS TYPE II, AND AS DIRECTED BY THE ENGINEER. III O 5. STREET LIGHTING SHOULD BE CONSIDERED WHEN LOCATING CONTROL DEVICES. QIQIv�',I END mlmlo 6. BYPASS TO BE USED IN CONJUNCTION WITH THE PROPOSED LANE CLOSURE ROAD WORK m m DETAILS AND DURING CONSTRUCTION STAGING, AS DIRECTED BY THE ENGINEER. TYPICAL ADVANCED CONSTRUCTION SIGNING G20-2 0 m 0 7. ALL TEMPORARY PEDESTRIAN CROSSINGS MUST BE HANDICAP ACCESSIBLE. Z Z Y NOT TO SCALE 75aw w � = 0 0 0