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city of fargo specifications traffic signals

1. WOOD SERVICE POLE OVERHEAD INTERIM TRAFFIC SIGNAL SPAN LENGTHS 3 8 INCH 3 8 INCH 1 2 INCH 5 8 INCH 3 8 INCH 3 8 INCH 1 2 INCH 5 8 INCH SPAN WIRE SPAN WIRE SPAN WIRE SPAN WIRE SPAN WIRE SPAN WIRE SPAN WIRE SPAN WIRE WIREENTRANCE 5 Sec Cluster Head WITH WITH WITH WITH WITH WITH WITH WITH 6 MAX FITTING 3 8 INCH 3 8 INCH 4 2 INCH 5 8 INCH 3 8 INCH 3 8 INCH 1 2 INCH 5 8 INCH STABILI STABILI STABILI STABILI STABILI STABILI STABILI STABILI HNA OE THREAD TEST DETAIL A SPAN WIRE BRACKET ZATION ZATION ZATION ZATION ZATION ZATION ZATION ZATION ON EYE BOLT FOR FUTURE WIRE WIRE WIRE WIRE WIRE WIRE WIRE WIRE TIGHTENING OF SPAN WIRE ONE TRAFFIC SIGNAL HEAD TWO TRAFFIC SIGNAL HEAD c m HIGH STRENGTH STEEL HIGH STRENGTH STEEL WASHER due ELBOW HERUM FT FT FT FT FT WIRE ROPE LENGTH 130 150 65 85 125 f THIMBLE SIGNAL HEAD GALV COT EsEsss s Es ATTACHMENT NUTS EXTRA HIGH STRENGTH STEEL EXTRA HIGH STRENGTH STEEL MAXIMUM FT FT FT FT 3 CURVED WASHER f EN GALVANIZED OCKING RING SIGNAL HEAD LENGTH 160 185 120 160 HOUSING MIN 24 X 3 4 DIA EYE SPAN WIRE CLAMP THREE TRAFFIC SIGNAL HEAD R TRAFFIC SIGNAL HEAD SPAN amp STABILIZATION WIRE BOLT WITH A MIN OF BALANCE ADJUSTER HIGH STRENGTH STEEL HIGH STRENGTH STEEL EYE BOLT
2. 1 re dl E34 J CAMERA SYSTEM SECTION NO 4200 DRAWING NO 5 9 REV D 2012 TRAFFIC CAMERA DETAIL CITY OF FARGO ENGINEERING DEPARTMENT APPROVED Exc D DATE 22 21 20 12 FIBER OPTIC BUFFER TUBE COLOR CODE TYCO FNCLOSURE MULTIMODE FIBERS 1 24 SINGLE MODE FIBERS 25 84 QUAZITE PULL BOX y ORANGE INSTALL FAN OUT KIT ON ALL 30 x 48 x 48 TERMINATED OR FIBER STRANDS WHEN DANE Z GREEN TERMINATING THE FIBER OPTIC CABLE FIBER DISTRIBUTION PANEL 5 SLATE UNV amp 1 AVE S UNIV amp Main Ave 6 WHITE FIBER OPTIC CABLE PG2 PG1 TUBE 1 BLUE TUBE 1 12 MM FIBERS E dew ERS FIBER OPTIC ENCLOSURE EPAC CONTROLLER 9 YELLOW TUBE 3 GREEN TUBE 25 36 SM FIBERS SHALL BE A TYCO 10 VIOLET TUBE 4 BROWN TUBE 37 48 SM FIBERS CLOSURE FIBER OPTIC 11 ROSE TUBE 5 SLATE TUBE 49 60 SM FIBERS CABLES SHALL BE TUBE 6 WHITE TUBE 61 72 SM FIBERS 12 AQUA IUBE 7 RED TUBE 73 84 SM FIBERS INSTALLED IN THE TYCO 2 AS PER MANUFACTURE S INSTALL PROTECTIVE TUBE INSTRUCTIONS AND SLEEVE AND TIE WRAP EACH PLACE 2 PEA ROCK DRAIN BED BELOW HANDHOLE RECO MENDATIONS SEE TUBE TO SPLICE CASE COMMUNICATION CABLE FIBER OPTIC STAR M
3. MULTIPLE LOOP CONNECTION MULTIPLE LOOP CONNECTION All conductors shall be All conductors shall be labeled in the pull box labeled in the pull box as shown 1A 1B 2A etc as shown 1A 1B 2A etc The loop connections The loop connections shall be spliced in the shall be spliced in the pull box 1A to L1 1B to pull box 1A to L1 1B to 2B and 2A to 12 2B 2A to 3A and 3B to L2 ELECTRIC CENTERED 2 I i z J i 1 4 BOTTOM 1 4 TUN MEW 22 23 MAX 7 is i 3 8 MIN vel ayer Face SSS gt alt 12 4 2 1 4 21 3 4 NE 3 8 FRAME SECTION COVER SECTION FRAME AND COVER CASTING NOTE ALL CASTINGS ARE GRAY IRON AS PER SPEC 3321 CLASS 35B e ATTACH SPLIT 24 NOM DIA P V C COVER SUPPORT RING WITH FOUR 3 8 DIA X 2 LONG STAINLESS STEEL HEX HEAD BOLTS WITH HEX NUTS AT 90 APART TWO TYPE 2 SHOULDER EYEBOLTS 3 8 DIA X 1 1 4 SHANK LENGTH WITH HEX NUTS AT 180 APART FOR LIFTING HANDHOLES AND SUPPORTING ELECTRICAL CABLES ATTACH SPLIT 24 NOM DIA P V C COVER SUPPORT EXTENSION RING WITH FOUR 3 8 DIA X 2 LONG HEX HEAD STAINLESS STEEL BOLTS WITH HEX NUTS AT 90 APART BOLT ASSEMBLY TOGETHER PLACE COMPACTED 2 0 AGGRETGATE DRAIN BED BELOW BOTTOM OF HANDHOLE TO THE SATISFACTION OF THE ENGINEER CONDUIT HOLES LOCATED IN THE BARREL SECTION ARE SIZED NO MOR
4. 20 T BASE BOLT ON IRON POLE PLATE TYPE V 10 HEIGHT PEDESTAL MOUNTED PEDESTRIAN VARIES ALL TYPE V AND TYPE VI SIGNAL MARIS STANDARDS SHALL VARIES LUMINAIRE HANDHOLE BE MANUFACTURED EXTENSION _ W COVER BY MILLERBERND I MANUFACTURING AND 2 2 3 8 OD SIGNAL EXTENSION BASE HAVE A T BASE PIPE X 4 LG VARIES ey MASTARM ASSEMBLY INSTALLED Pa H 1 MASTARM 1 oe Ct H CLP M a 2 2 3 8 uU 7 BEARING PIPE X 4 LG WIRE 4 RING ENTRANCES A D a 2 2 3 8 OD W COVER PIPE X 4 LG Fa 5 180 270 1 POLE BASE PLATE o amp SAL 2 STANDARD MASTARM 4 1 1 2 HLF CPLG SECTION A A I BASE 4 1 3 16 DIA ON 12 BC gt E NOTE FINISH GRADE POLE MATERIAL HIGH STRENGTH LOW ALLOY STEEL OE MOITAS SIGNAL STANDARD DETAIL OR 606 IE SELF SIGNAL FOUNDATION WEATHERING BASE PLATE MATERIAL 36 000 PSI MIN YEILD PER ASTM A36 A588 IF SELF WEATHERING SHALL BE PAINTED USING THE MILLERBOND 12 ZRU PAINT SYSTEM WITH A TOP CLEAR COAT BOLT ON IRON POLE PLATE 4 1 8NC x 3 X LG HW HX HD BOLT HVY HX NUT amp LOCKWASHER ASTM A325 GV INSTALL HD UP BOLT ON IRON POLE PLATE 390C66 T BASE 1 ANCHOR BOLTS ON 15 BC WITH 4 PROJ HUB NOTES CLEARANCE CLEARANCE FROM GROUND LINE OR SIDEWALK TO THE BOTTOM OF POST OR P
5. LIGHTNING SUPRESSOR PPER DIA 2 DIA RIGID STEEL CONDUIT 6 0 1 DIA STEEL CONDUIT NO 6 A W G S D CO GROUND WIRE 1 DIA STEEL CONDUIT DIRECTION OF ARROW DIRECTION OF ARROW The positioning of sign amp push button the top of the pedestrian push button post PROVIDE POST CAP PUSH BUTTON S SIDEWALK amp direction of arrow shall clearly indicate which crosswalk is actuated by the push button Pedestrian push button signs shall be bolted directly to the standard post The top of the sign shall not extend past SIGNAL STANDARD MOUNTED PUSH BUTTON DETECTOR NUMBER AND SIZE OF CONDUIT AS SHOWN ON PLANS 1 2 x10 COPPER GRAY ENAMEL i DON T START DON T START I DRILL TAP AND DIE l FINISH CROSSING FINISH CROSSING ALL BOLT HOLES 120X240 VOLT FLASHING ik FLASHING STARTED FOR PEDESTRIAN 4 0 MIN 19 SERVICE TEAD STEADY SIGNS MOUNT SIGNS i DON T CROSS 8 DON T CROSS WITH A 1 4 x 14 x UTILITY POLE er HEX BOLT WITH NO uu 3 PAD MOUNTED Hi TO CROSS TO CROSS WASHER 4b yal CONTROL E gt EE CABINET PUSH BUTTON PUSH BUTTON Z l R10 3d R10 3b 5 16 x 5 A I 5 x 7 5 x 7 HoleN EXPANSION PED SIGN PED SIGN Sa eo o o RIEN CONTRACTOR TO VERIFY CONTRACTOR TO VERIFY 2 PROVIDE EXPANSION JOINT ONLY WHEN WORKING SLAB ABUTS OT
6. METER SOCKET 2 RIGID STEEL CONDUIT 2 STEEL COUPLING FLUSH WITH CONCRETE L E D SIGNAL HEAD SIG Polycarbonate NO 12 AWG 2 CONDUCTOR IS RUN FROM EACH HEAD TO THE TERMINAL BLOCK INSIDE THE 4 Standard Pedestal Schedule 80 Spun Aluminum SECURE BOLT ON IRON POLE PLATE WITH CABLE GUIDE USING TWO 5 16 x 1 1 2 GALVANIZED HEX BOLTS USING A GALVANIZED WASHER AND A GALVANIZED LOCK WASHER ON EACH BOLT DRILL TAP AND DIE THE LM POLE AND INSTALL SIGNS ba WITH A 3 8 x 1 STAINLESS STEEL HEX BOLT USING A 3 8 STAINLESS STEEL FLAT WASHER AND A NYLON XA 19 761 24 x Ae CLEARANCE 42 PED BUTTON i HEIGHT PEDESTRIAN PUSH BUTTON FLASHER CABINET Wes FC 1189 PM ira poe 7 ALL CENTER MEDIAN ISLAND TYPE V FLASHERS SHALL HAVE 2 LED YELLOW FLASHERS AND 2 PEDESTRIAN SIGNS ON TYPE V POLE ONE SET FACING EACH DIRECTION OF TRAFFIC 30 Pedestal 1 Conduit 2nd Gound Rod CABINET SHALL BE A PUSH BUTTON ACTIVATED FLASHER CABINET W HOA SWITCH MANUFACTURED BY BROWN TRAFFIC PRODUCTS WITH A FLASHING CIRCUIT PANEL A GENERAL PURPOSE RELAY FLASHER RELAY AND MULTIFUNCTION TIME DELAY RELAY CABINET SHALL HAVE ITS OWN 15 AMP CIRCUIT BREAKER 4 Concrete Working Slab 24 Concrete Circular Foundation as per Detail INSTALL A NO 12 AWG 2 CONDUCTOR FROM PEDESTRIAN PUSH BUTTON TO THE FLASHER CABINE
7. TYPE LABEL LOCATION Communication cable Comm intersection address of other end Within 12 of conduit Pedestrian push button Phase location i e 02 NW 02 SW 02 5 MED etc Within 6 of terminals Loop lead in Detection zone i e D2 1 D2 2 etc Within 6 of terminals Control cable Cable number amp location i e Cable 1 NW Cable 2 SW etc Within 12 of conduit Opticom cable Pre empt number location i e P E 1 NW P E 2 SW etc Within 6 of terminal Page 16 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 Camera power cable Camera no location i e camera 1 NW Within 6 of terminal CAT 5 cable Camera no location i e camera 1 NW Within 6 of terminal b labels shall be machine printed on a tape width of 3 4 All lettering shall be minimum 3 8 uppercase block style letters The tape shall be affixed around the perimeter of cable with the tail at 90 to the cable All lettering shall be on the tail of the label and readable without moving the cables The labeling tape shall be designed for outdoor use The tape shall have a minimum outdoor durability rating of 5 years in temperature ranging from 180 F to 40 F The labels shall be capable of being applied outdoors at temperatures as low as O F 14 COMMUNICATION CABLE Detail 5 10 The communication cable shall be a 24 strand fiber multi mode 60 strand s
8. 1 CHAMFER ANCHOR BOLTS AS PER MANUFACTURERS RECOMMENDATIONS GROUND ROD COPPER WELD 1 2 x10 MIN WITH BOLT TYPE CLAMP AT TOP TOP OF CURB LOR GRADE AT C L OF db 1 CHAMFER BOLT CAGE SEE NOTE Le 3 SPIRAL BAR 7 W 77 PITCH 2 24 30 DIAMETER i ITI ux 10 2 x EE an Elo ow z ila REINFORCING BARS ZZ SEE TABLE V ji p A 24 DIA FOUNDATION D SN 0 25 MAST ARM _ 12 12 AND BOTTOM OF CAGE SPACER 4 SHALL BE 5 IN DIAMETER 26 30 MAST ARM 13 13 E 31 35 MAST ARM 13 13 36 39 MAST ARM 14 1 Ta SECTION NO 4200 DRAWING NO 5 1 Depth of Spiral 40 45 MAST ARM 16 16 Cage D 12 REVD 2012 46 50 MAST ARM 16 16 51 55 MAST ARM 17 17 56 60 MAST ARM 18 18 TRAFFIC SIGNAL FOUNDATION 30 DIA FOUNDATION 36 DIA FOUNDATION 61 65 MAST Al 19 19 42 DIA FOUNDATION CITY OF FARGO ENGINEERING DEPARTMENT APPROVED O DATE B M Bo gt TYPE V TYPE V TYPE VII SIGNAL STANDARDS 1805 270 90 MASTARM 4 1 1 2 HLF CPLG W SQ HD PVC PLUG SECTION 3 16 x 7 17 x 4 5 x 100 160 190 10 TYPE V PEDESTRIAN SIGNAL 17 5 5 SEC VEHICLE SIGNAL STANDARD 15 TYPE V 3 SEC VEHICLE SIGNAL STANDARD
9. FLASHER FOUNDATIONS 24 NOMINAL DIA PIPE 711 a 2207 0 037 FOUR HEX HEAD STAINLESS STEEL BOLTS BOTTOM_VIEW PED SIGN TYPE V PED FLASHER MOUNTED PUSH BUTTON DETECTOR INSTALL 10 25 SIGN HOLES PUNCHED N BORDER AREA 1 4 from edge of sign to center of hole E Mount sign with 1 4 Stainless Steel Bolts with no washer Chae aia 6 5 aN in 2 5 U S H BUTTON TO SIDEWALK T U R N 0 N WARNING LIGHTS PED SIGN ELECTRIC CENTERED ET FRAME SECTION PULL BOX METAL FRAME AND COVER win 11 24805 0 037 7 COVER SECTION FRAME AND COVER CASTING NOTE ALL CASTINGS ARE GRAY IRON AS PER SPEC 3321 CLASS 35B 4 SIGNAL STANDARD BASE ANCHOR BOLT PLATE om sj EXTENSION RING AS REQUIRED USE APPROVED P V C GLUE TO ATTACH Y LE m3 13 16 Pd EXTENTION RING TO HANDHOLE m SIZE H E st bS SUPPORT RING ANS ge 24 NOMINAL DIA PIPE 36 PVC PULL BOX c 711 MIN Op N A NUTS TO THE INSIDE Eu 45 m CENTER HO HOLE l THROUGH THICKNESS OF WALLS WITH NOTES MIN CUT FROM 1 4 WIDE GALVANIZED STEEL 2 THIS PLATE SHALL BE INSTALLED BETWEEN THE BASE AND THE ANCHOR BOLT NUT IN ALL
10. Place left to right batteries 1 amp 2 on the middle shelf 3 Place left to right Alpha Guard and batteries 3 amp 4 on the bottom shelf Install and wire the UPS transfer switch in the signal cabinet on the mounting channels above the power panel The existing traffic signal cabinet power panel will need modifications to comply with the plan s wiring drawing Below is a written description Install circuit breaker CP4 Remove feed wire from CP3 and install to CP4 Remove feed jumper from between CP1 and CP2 Remove feed wire from CP2 and install to CP1 Install Jumper between CP2 and CP3 Uude Verify the operation of the equipment by exercising the transfer switch to all positions and test for the appropriate 120 voltages on the terminals of the transfer switch UPS and signal cabinet power panel The City of Fargo shall supply a typical wiring diagram showing how the battery backup system shall be installed in the traffic signal cabinet Contractor is responsible for redlining and providing 3 copies of the Brown Traffic Products AutoCAD revisions of the traffic signal cabinet wiring diagram Contractor is responsible for pickup of cabinet prints and for returning one revised print to the cabinet in the field and returning all other copies to the sign and signal shop All costs associated with this shall be included in the cost bid for Battery Backup System The Contractor will provide all traffic control for
11. WHEN A LUMINAIRE EXTENSION IS NOT USED A REMOVABLE CAP SHALL BE SUPPLIED FINISHED ELEV _ 1 MAX LEVELING NUT OF FOUNDATION RX SNS TERMINAI BLOCK TERMINAL BLOCK TO BE INSTALLED pu 5 8 k bowie E x 0 105 1 DETAIL B UNISTRUT STRAP GALVANIZED UNISTRUT NOTE 1 TWO MOUNTING STRAPS REQUIRED PER SIGN HORIZONTAL MOUNTING N STREET DESIGNATION SIGNS REQUIRE 3 MOUNTING STRAPS 9 gt UNISTRUT M SIZE VARIES METAL WASHERS AND NYLON WASHERS USED ON SIGN FACE SHALL HAVE A MINIMUM OUTSIDE DIAMETER OF 15 16 1 16 AND A 10 GA THICKNESS o 1 11 L wer powsm Sed xc NM TI i we H SEE DETAIL B SIGN SIZE VARIES e DIA BOLT MAST ARM MOUNTED SIGN DETAIL 2 TRAFFIC SIGNAL 3 8 THICKNESS STANDARD T BASE PLASTIC PLATE 3 MIN SECTION NO 4200 DRAWING NO 5 5 l REM 2012 FINISH GRADE EVP SYSTEM SIGNING FACE DOWN ON TOP OF SIGNAL CABLES TERMINAL BLOCK DETAIL amp TERMINAL BLOCK CITY OF FARGO ENGINEERING DEPARTMENT APPROVED EXO DATE g 2A 260V2 TRAFFIC SIGNAL STANDARD FOUNDATION SELECTION TABLE 24 DIAMETER REINFORCING BARS REQUIRED 24 DIAMETER FOOTING DEPTH DESCRIPTION TYPE V PED FLASHER NOTES NO REINFORCEMENT IS REQUIRED
12. smooth outside controlled outside diameter at 2 375 Inside diameter of 2 027 minimum wall thickness of 0 154 and color ORANGE Installation of innerduct shall be at a depth of 24 below finished grade Innerduct will be measured by the linear foot Couplings fittings used at concrete bases and the method of innerduct installation will not be measured for payment but will be included in the price bid for conduit Innerduct may also be used for all wire signal conduit runs but if it is used it must be red in color All innerduct shall have Bell Ends installed on both ends of the innerduct run The Contractor shall install two additional 2 inch diameter conduits in each new controller foundation The direction of these conduits will be determined in the field by the Engineer and labeled in the cabinet by the Contractor Each foundation for a traffic signal standard and each feed point foundation shall have one spare 2 inch conduit The direction will be determined by the Engineer in the field and labeled at the foundation by the Contractor The conduits shall be plugged with a 2 expandable pipe plug Not a separate pay item cost is to be included in the price bid for Concrete Foundation Traffic Signal 13 LABEL ALL FIELD CABLES All labeling materials shall be approved by the City Labels shall be readable without moving the cables All field cables installed by the Contractor shall be labeled with the cable designations LABEL
13. 4 TYPE V SIGNAL STANDARD BASES D ATTACH SPLIT 24 NOM DIA P V C COVER SUPPORT RING WITH FOUR 3 8 DIA X 2 LONG STAINLESS STEEL HEX HEAD BOLTS WITH HEX NUTS 90 APART Q INO PRE 2 SHOULDER EYEBOLTS 3 8 1 1 4 K LENGTH WITH HEX NUTS Ar e APART FOR HANDHOLES AND SUPPORTING ELECTRICAL CABLES ATTACH SPLIT 24 NOM DIA P V C COVER SUPPORT EXTENSION RING WITH FOUR 3 8 DIA X 2 LONG HEX HEAD STAINLESS STEEL BOLTS WITH HEX NUTS AT 90 APART BOLT ASSEMBLY TOGETHER PLACE COMPACTED 2 0 AGGRETGATE DRAIN BED BELOW BOTTOM OF HANDHOLE TO THE SATISFACTION OF THE ENGINEER CONDUIT HOLES LOCATED IN THE BARREL SECTION ARE SIZED NO MORE THAN 1 LARGER THAN THE CONDUIT USED AFTER HANDHOLE AND CONDUIT INSTALLATION SEAL ALL INSIDE WALLS WATER TIGHT TO THE SATISFACTION OF THE ENGINEER THE P V C PIPE COMPLIES WITH ASTM F679T 1 HEX HEAD BOLTS AND NUTS ARE TO BE STAINLESS STEEL OTHER FASTENERS TO BE GALVANIZED AS PER AASHTO M 232 ee TYPE V PEDESTRIAN FLASHER TYPE V 4 SIGNAL STANDARD SHALL BE SCHEDULE 80 SPUN ALUMINUM 12 Lense T BASE INSTALL A NO 12 AWG 5 CONDUCTOR FROM EACH WASHES PEDESTRIAN FLASHER TERMINAL BLOCK TO THE FLASHER CABINET CONNECTIONS ND FARGO PUSH BUTTON ACTIVATED FLASHER 7 CABINET W HOA SWITCH FC 1189 PM PEDESTAL MOUNTED 1189 50 SIDE OF POLE MOUNTED WALL MOUNTED CABINET 36 x 20 W x 15 D FC 1189 WM Feed Point
14. A TYPICAL PLAN LAYOUT HEADS SHALL NOT PROTRUDE OVER THE FACE OF THE CURB 12 MAST AND ARM LENGTH VARIES NOTE S SECTION CLUSTER HEAD ASTRO BRACKET SHALL BE MOUNTED TO THE MAST ARM AT THE CENTER OF THE YELLOW BALL HEAD SIGNAL MAST ARM HEAD MOUNTING 5 BACK PLATE SIGNAL END MOUNTED MAST ARM RIGID HEAD MAST ARM 12 MAST AND ARM LENGTH VARIES 2 ELEVATOR PLUMBIZER MOUNTED ON 2 STANDARD PIPE SIDE VIEW MAST ARM RIGID MOUNTED SIGNAL HEADS BOLT ON IRON PLATE T It eo Dol YI KH BOLT ON IRON POLE PLATE TYPE V 15 HEIGHT PEDESTAL MOUNTED VEHICULAR AND PEDESTRIAN HEADS SECTION NO 4200 DRAWING NO 5 2 REV D 2012 SIGNAL STANARDS amp HEAD MOUNTING CITY OF FARGO ENGINEERING DEPARTMENT APPROVED O DATE 2 2x 20 A2 SERVICE CONNECTION BY UTILITY COMPANY SIGN HOLES PUNCHED START CROSSING Rom IN BORDER AREA VEHICLES 1 4 from edge of sign to center of hole NOTE CABINET SHALL BE SHOP n COATED WITH ONE COAT l OF PRIMER AND HAVE CONTROLLER WORKING SLAB START CROSSING MEDIAN WATCH FOR VEHICLES 10 MINIMUM ANCHOR BOLTS SHALL BE 1 2 STAINLESS STEEL CONCRETE ANCHOR i TWO COATS OF EXTERIOR Electric Meter with top of base 2 PVC Conduit WEATHER PROOF Ni SAFETY SWITCH 7 W 60 AMP CIRCUIT BREAKER f DISCONNECT AND
15. AT TOP solar panel wire TOP OF CURB LOR 4 SIGNAL STANDARD BASE ANCHOR BOLT PLATE GRADE AT C L OF 1 CHAMFER FOUNDATION 54 S5 1 2 24 x 54 DRILL TAP AND DIE MOUNTING H I P e HOLES SECURE BOLT ON IRON Ed z CENTER POLE PLATE WITH CABLE GUIDE DRILL TAP AND DIE THE 13 16 S USING TWO 5 16 x 1 1 2 POLE WITH 3 HOLES AND d GALVANIZED HEX BOLTS USING A INSTALL SIGNS WITH A m e size V T GALVANIZED WASHER AND A 3 8 x 1 STAINLESS GALVANIZED LOCK WASHER ON STEEL HEX BOLT USING A i A EACH BOLT WHEN 3 8 STAINLESS STEEL c EN BOLT CAGE pi FLASHING FLAT WASHER AND A SEE NOTE S M NYLON WASHER 7A Signis mounted al z SPIRAL BAR NOTES 7 to bottom of sign z l 3 PITCH 1 CUT FROM 1 4 WIDE GALVANIZED STEEL a T 2 THIS PLATE SHALL BE INSTALLED BETWEEN THE SD Z MEE SNORE T N r 9 Mm Y 24 30 DIAMETER ix 5k O LI REINFORCING BARS R ETZ SEE TABLE Flasher Batt A Cabine abinet Z V 4 SIGNAL STANDARD SHALL BE SCHEDULE 80 ELEVATION SPUN ALUMINUM 24 DIA FOUNDATION zt mi REEL e 1 15 Pole plus the Base SECTION NO 4200 DRAWING NO 5 7 REV D 2012 SOLAR SCHOOL ZONE FLASHER CITY OF FARGO ENGINEERING DEPARTMENT APPROVED SSD DATE 2 2 OVD
16. DETAIL FLAT BOTTOM PLATE MAXIMUM FT FT FT FT SPAN I LENGTH 60 100 50 80 EXTRA HIGH STRENGTH STEEL EXTRA HIGH STRENGTH STEEL _ MAXIMUM FT FT FT FT A ANGLE MIN ANCHOR RESISTANCE J SPAN 30 12 000 LBS z LENGTH 85 130 65 110 15 24 500 LBS CLASS Il WOOD POLES TREATED IN NOTES B POLE DEPTH OF SETTING ACCORDANCE WITH SECTION 846 OF STANDARD SPECIFICATIONS SEE 1 THE INTERIM TRAFFIC SIGNAL SHALL MEET THE LENGTH OF POLE DEPTH IN GROUND MIN PLANS FOR LOCATION AND LENGTH REQUIREMENTS AS STATED IN THE N D STANDARD 35 e SEE SPAN amp STABILIZATION SPECIFICATION SECTION 772 AND 896 INSTALL POLYETHELNE STRAPS WIRE EYE BOLT 40 6 EVERY 18 TO SECURE CABLE DETAIL TYP 2 IF A GUY WIRE ANGLE OF LESS THAN 45 DEGREES IS USED 45 SEE PLANS FOR TO SPAN WIRE THE CAPABILITY OF THE EXPANDING SOIL ANCHOR TO RESIST 50 7 SIZE AND TYPE a TENSION ON SITE MUST BE INCREASED 55 7 OF CONDUCTOR Te 3 THE CONTRACTOR SHALL MAINTAIN THE REQUIRED 17 TO 19 SEE DETAIL A FEET SIGNAL HEIGHT OVER THE ROADWAY FOR A MINIMUM PERIOD OF 90 CALENDER DAYS AFTER THE FINAL ACCEPTANCE SPAN WIRE DATE UNLESS WRITTEN PERMISSION IS GRANTED THE MAX SAG NTRANCE ENGINEER TO WAIVE THE 90 DAY REQUIREMENT THE COST OF a HEADS MAINTAINING THE SIGNAL HEAD ELEVATION SHALL NOT BE BID D coNpurr 596 OF SPAN SEPARATELY BUT SHALL BE INCLUDED IN THE PRICE BID FOR INTERIM SIGNALS K TOP AND BOTTOM SPAN WIRES SHALL BE R K TIGHTENED IN UNIFORM 4 TRAFFIC SIGNAL CONTROLLER SHA
17. IF THE ANCHOR BOLTS EXTEND TO WITHIN 3 TO 6 ABOVE THE BOTTOM OF THE FOUNDATION aL REINFORCING STEEL TO BE GRADE 40 OR 60 3 SEE PLANS FOR CONDUIT SIZE NUMBER OF BENDS AND CORRECT POSITIONING FOR EACH FOUNDATION WHEN CONDUIT DOES NOT CONTINUE BEYOND THE FOUNDATION CONDUIT WITH A 105 BEND AND BUSHINGS ON BOTH ENDS MAY BE SUBSTITUTED FOR THE 90 BENDS SHOWN SEE PLANS FOR CORRECT LOCATION OF FOUNDATIONS THE GRADE AND EXACT LOCATION SHALL BE ESTABLISHED BY THE ENGINEER IN THE FIELD MAXIMUM BOLT CIRCLE FOR THE 24 FOUNDATION SHALL NOT EXCEED 18 CONCRETE FOUNDATION 1 CONCRETE USED IN THE WORK SHALL BE CLASS AE PORTLAND CEMENT CONCRETE MIXED AND PROPORTIONED AS SPECIFIED IN SECTION 802 NOTE THE TOP OF THE FOUNDATION SHALL BE CIRCULAR CLEARANCE MINIMOM 24 DIAMETER FOUNDATION REINFORCING BARS SEE TABLE ANCHOR BOLTS AS PER AUTE imi ue 72 CONDUIT GROUND ROD 1 CHAMFER PLAN ANCHOR BOLTS AS PER MANUFACTURERS RECOMMENDATIONS GROUND ROD COPPER WELD 1 2 x10 MIN WITH BOLT TYPE CLAMP AT TOP TOP OF CURB LOR AT C L OF GRADE FOUNDATION CHAMFER NY 2 CO d DUIT NEN amp m D BOLT CAGE ME EE NOTE CN z 3 SPIRAL BAR Ela W 3 PITCH w O o Z 92 Z 24 50 DIAMETER E E 77 2 es FI REINFORCING BARS EET ZEE TABLE y S ELEVATION 24 DIA FOUNDATION TYPE V PEDESTRIAN
18. TUBE YELLOW WIRE TERMINAL T7 PRE EMPTION 3 AND 4 SHRINK WRAP GROUND WIRE TERMINAL T8 3 AND 4 ORANGE WIRE BOTTOM TUBE TERMINAL T9 PRE EMPTION 3 TOP TUBE BLUE WIRE TERMINAL T12 MAST ARM MOUNTED STREET DESIGNATION SIGNS The following are examples of the sign format 45 StS 52AveS TH All mast arm mounted street designation signs shall utilize 18 100 gauge flat aluminum 48 or longer depending on the space needed The signs shall have modified E series letters with a 12 upper and 9 lower case format and a 1 sign border The superscripts shall be 6 half size capital letters and will line up with the top of the other letters and numbers The sign sheeting shall be 3M series H I P sheeting and any processed colors inks or electronic cuttable film shall be a matched component system NOTE SIGNS MOUNTED ON THE SIGNAL STANDARD VERTICAL POST EXCLUDING THE MAST ARMS SHALL BE INSTALLED BY DRILLING TAPPING AND DIE THE POLE AND INSTALLING SIGNS WITH A 3 8 x 1 STAINLESS STEEL HEX BOLT USING A 3 8 STAINLESS STEEL FLAT WASHER AND A NYLON WASHER MINIMUM OF 2 TOP NUT THREADS EXPOSED BASE PLATE os BASE PLATE NOTES FOUNDATION 1 MATERIAL HIGH STRENGTH LOW ALLOY STEEL 50 000 PSI YIELD ASTM A572 OR A607 2 FINISH PRIME PAINT INSIDE amp OUTSIDE LUMINAIRE EXTENSION GALVANIZED ASTM A123 3
19. damaging electrical wiring and control equipment in the traffic controller cabinets The protector shall be a sturdy weatherproof service proven device that immediately drains lightning surges harmlessly to ground The protector shall be installed on the switch box and shall discharge a surge in a fraction of a second It shall perform this protective function over and over again without any maintenance required possessing the same long life value type characteristics obtained in higher voltage distribution arrestors The protector shall be a two pole three wire device designed for single phase 120 240 volt three wire grounded neutral service The protector shall be mounted in the knockout in the switch box All leads shall be tinned copper No 14 AWG The protector shall be capable of i Limiting the surge voltage to 3 KV peak while ii Conducting surge currents of at least 10 KA with an 8 by 20 microseconds time to crest by time to second half crest waveform and Recovering to its former state after the surge is over with AC power applied The manufacturer of the AC suppressor shall certify that the suppressor meets ANSI C 621 1 IEEE Standard 28 paragraphs 7 1 and 7 6 The suppressor peak voltage shall not exceed 3 KV when tested according to paragraphs 7 3 and 7 5 of the ANSI IEEE Specification The AC line surge protector shall be installed on the load side of the circuit breaker If the protector should fail and short the circuit the
20. grit paper depending on conditions 3 Wash down with no rinse prepaint cleaner manufactured by Great Lakes Laboratories 4 Prime bare metal with Devran 205 Primer manufactured by Devoe high performance coatings or an approved equal 5 Top coat and clear coat with products supplied by the original pole manufacturer ii other non rust paint areas 1 Remove loose paint 2 Sand all paint areas with 40 grit paper 3 Wash down with no rinse prepaint cleaner 4 Prime bare metal with Devran 205 Primer manufactured by Devoe high performance coatings or an approved equal 5 Top coat and clear coat with products supplied by the original pole manufacturer c The following method shall be followed for re painting existing Standards when required on the plan i Sandblast Signal Standard 1 Remove all bandit mounting material signs and pedestrian buttons 2 Completely remove all rust and paint by White Metal Blasting the signal standard 3 White Metal Blast cleaning is used when a totally cleaned surface is required This method of cleaning is defined as a sandblasted cleaned surface with a gray white uniform metallic color It shall be free of all oil grease dirt mill scale rust corrosion products oxides paint stains streaks or any other contaminant across 10046 of every square inch Page 6 CITY OF FARGO SPECIFICATIONS 2012 li lii SECTION 4200 4 Sandblasting material shall be a steel
21. of the wire Slots shall be cleaned immediately after the cutting operation ii All saw cuts shall be sealed with an approved hot pour sealant Before sealing the saw slot each saw slot shall be thoroughly cleaned of all dust dirt concrete scale and other foreign matter and blown out with a jet of compressed air The joint faces shall be clean and dry when the joints are sealed Joints shall not be sealed when the air temperature is below 40 degrees F iii Failure of the saw slot material in either adhesion or cohesion in the first year after the final acceptance date shall be cause for rejection and shall be repaired at the Contractor s expense f HotPour Sealant i The heating kettle shall be of the indirect heating double boiler type using oil or other suitable material as the heat transfer medium The kettle shall have a thermostatically Page 12 CITY OF FARGO SPECIFICATIONS 2012 li SECTION 4200 controlled heat source accurate temperature indicating devices and an effective mechanical agitator The sealant shall have a pressure type applicator and shall completely fill the saw slot from the bottom up to the top until it is level with the road surface with no more than overflow or spillage of sealant onto the pavement surface Tar buckets will no longer be allowed for application of sealant g Loop Lead In Cables li h Testing Loop lead in cables shall be a 14 AWG stranded polyethylene insulated twis
22. poles shall be unpainted from the manufacturer and shall be professionally painted by a paint shop that is submitted by the Contractor and approved by the Engineer using the City of Fargo Signal Paint specification all aluminum parts shall be treated with aluminum paint prep ii The cost bid for this item shall include unloading painting storage transportation installation miscellaneous hardware installation of all signage providing and installing all pedestrian buttons and signs etc k Pedestrian Push Buttons and Signs i Pedestrian push button signs shall be bolted directly to the Type V pedestrian flasher standards Do not use bandit for this purpose ii Pedestrian push buttons shall be a Polara Rees Style Bulldog Button with momentary L E D Model RBDLM2 Y 2H Yellow Pedestrian push buttons shall have a Pelco SE 2000 Rectangular Series box pole mount SE 0295 P01 Yellow 1 Splices amp conductors in pedestrian flasher standard bases hand holes etc i Spliced or pulled through conductors shall have sufficient slack to extend a minimum of 18 inches outside of the enclosure All above grade splices utilizing wire nuts shall be installed in their bases hand holes etc with the wire nuts pointing up ii Terminal blocks in the Type V pedestrian flasher standard bases shall be attached to a plastic plate with the minimum thickness of 3 8 The plate shall be a minimum of 2 larger than the terminal block on all
23. this project Page 25 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 19 SIGNAL STANDARDS Detail5 2 a City of Fargo Provided i li The City of Fargo will provide all new Type IV Type V and TypeVI signal standards The standards T Bases and anchor bolts have been ordered from Millerbernd Manufacturing Winsted MN All signal standards with a mast arm length of 40 or greater shall be built according to Fatigue Category II ND DOT standards The Contractor is responsible for unloading storage and transporting of the standards from the time of delivery until installation The City will inspect the standards upon delivery from the manufacturer Any damage to the signal standards T Bases or anchor bolts after the date of delivery and acceptance by the City will be the Contractor s responsibility to repair or replace as directed by the Engineer The cost bid for this item shall include unloading storage transportation installation miscellaneous hardware installation of all signage providing and installing all pedestrian buttons and signs etc The luminaire is included in the street lighting section b Contractor Provided li The Contractor will provide all new Combo Type IV Type V and TypeVI signal standards The standards T Bases and anchor bolts shall be ordered from Millerbernd Manufacturing Winsted MN signal standards with a mast arm length of 40 or greater shall be built according to Fatigue
24. 1 degree flare to prevent frost heave ii Two feet of crushed rock shall be installed for drainage below the pull box and will extend 6 beyond the outside edge of pull box The top of box shall be at final grade and sloped to match A 6 x 6 concrete pad shall be installed around the IT Pull box The concrete pad shall be 6 thick reinforced with 6 x 6 x 10 GA welded wire fabric and shall be incidental to the price bid for IT Pull Box 6 PEDESTRIAN PUSH BUTTON AND SIGNS Detail5 3 a Pedestrian push button signs shall be bolted directly to the traffic signal standards Do not use bandit for this purpose Furnishing and installing pedestrian push buttons and sign shall be included with the price bid for TYPE IV TYPE V combo signal standard and pedestrian push button post and interim signal b Pedestrian push buttons shall be a Polara Rees Style Bulldog Button with momentary L E D Model RBDLM2 B 2H Black or Model RBDLM2 Y 2H Yellow Pedestrian push buttons shall have a Pelco SE 2000 Rectangular Series box pole mount SE 0295 P02 Black or SE 0295 P01 Yellow and flat mount SE 0294 P02 Black or SE 0294 P01 Yellow c The pedestrian push button post steel post shall meet AASHTO 270 Grade 36 The post shall be provided with a means to attach the pedestrian push button and sign and it shall have a post cap The assembly shall be weatherproof It shall be constructed so an electrical shock cannot be received
25. 600 1310nm 1 dB per 750 1550nm of fiber 2 dB for each fusion splice 5 dB for each ST connector and 5 dB for each end that is bare fiber tested Multi mode fiber when tested shall be allowed the following tolerances 1 dB per 100 850nm 1 dB per 300 1300nm of fiber 2 dB for each fusion splice 5 dB for each ST connector and 5 dB for each end that is bare fiber tested All fiber optic cable that is removed shall be tested by the Contractor and documented after it is removed and placed on a wire spool All existing fiber optic cable will be considered good and meeting City of Fargo tolerance Specifications If the existing fiber tested doesn t fall within the tolerance of the specification then the Contractor shall replace the fiber optic cable with a new one The Contractor may test the existing cable before it is removed with an OTDR or light meter and provide a computer print out of the testing results to the City of Fargo to ensure that the existing cable is good and meets specification tolerances Page 20 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 f When all terminations are complete the City of Fargo must inspect all splices inside the TYCO FOSC enclosures before the fiber optic communication system can be put into use Contractor must set up a time to have the cases inspected Contractor must open splice cases and show all splices and fiber tubes inside the TYCO splice case to the Engineer in the fi
26. ANCHOR BOLTS REINFORCING BARS SEE TABLE 1 CHAMFER GROUND ROD COPPER WELD 1 2 x 1 BELOW FOUNDATION OTTOM MIN WITH BOLT TYPE CLAMP AT TOP 1 CHAMFER d OUNDATION 2 CONDUIT BOLT CAGE SEE NOTE 5 3 SPIRAL BAR 17 REINFORCING BARS SEE TABLE 3 REINFORCEMENT CAGE SHALL USE 12 REBAR SPACERS INSTALLED ON ALL 4 SIDES OF CAGE AT THE TOP MIDPOINT NOTES NO REINFORCEMENT IS REQUIRED IF THE ANCHOR BOLTS EXTEND TO WITHIN 3 TO 6 ABOVE THE BOTTOM OF THE FOUNDATION FOR THE 24 DIAMETER FOUNDATION ALL REINFORCING STEEL TO BE GRADE 40 OR 60 IF THE CONTRACTOR ELECTS TO USE A 24 SQUARE FOUNDATION THE NEXT SIZE SMALLER REINFORCEMENT BARS MAY BE SUBSTITUTED FOR THOSE SHOWN IN THE TABLE NO SUBSTITUTIONS MAY BE MADE FOR A 36 SQUARE FOUNDATION 4 TIE BARS MAY BE SUBSTITUTED FOR THE SPIRAL WITH THE BARS SPACED AT EQUAL SPACE TO A MAXIMUM OF 12 C TO C STARTING WITH THE FIRST AT THE TOP OF THE REINFORCING AND THE LAST AT THE BOTTOM OF THE REINFORCING ROUND TIE BARS SHALL HAVE A MIN OF 12 OVERLAP SEE PLANS FOR CONDUIT SIZE NUMBER OF BENDS AND CORRECT POSITIONING FOR EACH FOUNDATION FOUNDATION REINFORCING TABLE FOOTING DEPTH LONGITUDINAL REINFORCING 12 or Less 13 14 15 16 2 MIN CLEARANCE FROM ANCHOR BOLTS amp OUTSIDE EDGE REINFORCING BARS SEE TABLE 24 DIAMETER CONDUIT ANCHOR BOLTS AS PER MANUFACTURERS GROUND RECOMMENDATIONS
27. C PART 712 RISER 8 CAULKING SHALL BE INSTALLED ON THE BOTTOM OF THE RISER AS PER CABINET CAULKING SPECIFICATION COST OF 42 T Z u asa THE RISER SHALL BE INCIDENTAL TO THE 2 Rigid Steel Si AB PRICE BID FOR THE TRAFFIC SIGNAL CONTROLLER CABINET FOUNDATION CABINET NO 12 AWG 2 CONDUCTOR FOUNDATION oundation PROVIDE 4 PVC SLEEVE 2 RIGID STEEL PIPE 1 CHAMFER SECTION NO 4200 DRAWING NO 5 3 2 Rigid Steel 3 LONG Coupling level 1 CONDUIT REV D 201 2 FEED POINT PED POST amp CABINET FOUNDATION CITY OF FARGO BOLT BOLT SHALL Rod Tore 60170 7 APART 1 2 x 10 ADD 2 STEEL POST CONTROLLER CABINET FOUNDATION PAD MOUNT OF FOUNDATION PAD MOUNTED FEED POINT Bea teed FRONT VIEW EIE s usc ENGINEERING DEPARTMENT APPROVED rto DATE 2 2A 20 v2 SAW SLOT TO PULL BOX DETAILS 0 to 1 above grade equal on all 4 quadrants in landscaped locations Edge of finished shoulder Edge of driving shoulder Varies 12 Saw slot for wires 4 Min Edge of graded shoulder CC CCC Nee ay ast Loop wires rigid PVC conduits Twist 5 turns per foot Plug end of conduits to prevent saw slot filler from flowing into conduit See plans for number of turns MULTIPLE LOOP CONNECTION All conductors shall be labeled in the pull box as shown 1A 1B 2A etc The loop connections Loop Wires Pu
28. Category ND DOT standards The Contractor is responsible for unloading storage and transporting of the standards from the time of delivery until installation Any damage to the signal standards T Bases or anchor bolts will be the Contractor s responsibility to repair or replace as directed by the Engineer The cost bid for this item shall include providing unloading storage transportation installation miscellaneous hardware installation of all signage providing and installing all pedestrian buttons and signs etc c Signal Standard Signs Detail 5 5 li lii Furnishing and installing mast arm and signal standard signs on new signal standards is considered incidental to the bid price for all types of combo and signal standards for which no direct compensation will be made All mast arm mounted street designation signs shall utilize 18 100 gauge flat aluminum 48 or longer depending on the space needed The signs shall have modified E series letters with a 12 upper and 9 lower case format and a 1 sign border The superscripts shall be 6 half size capital letters and will line up with the top of the other letters and numbers Page 26 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 iv The sign sheeting shall be 3M H LP sheeting and any processed colors inks or electronic cuttable film shall be a matched component system d Signal and pedestrian standard transformer bases shall have wire mesh with a
29. E CONTROLLER AND CABINET a The price bid shall include all material and labor to upgrade the existing controller and cabinet b The work at each location is listed on the plan sheet 21 TRAFFIC SIGNAL SHUT DOWN a Signing Requirements When a signal is taken out of operation the Contractor is required to install a 36 x 36 Signal Out Ahead sign a 24 x 30 R2 1 25mph speed limit sign and 36 x 36 W20 7 Flagger Ahead sign Contractor shall install 2 STOP signs for each direction of travel when signal is down Page 27 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 b Other Requirements The Contractor shall contact the City of Fargo Sign and Signal Shop at 241 1440 and notify them that the signal is going to be taken out of service The Contractor shall not be allowed to take the signal out of operation between the hours of 7am to 8 30am 11am to 1pm and from 4pm to 6pm The Contractor shall shut down the traffic signal only during off peak hours as approved by the Engineer in the field The Contractor shall provide two flaggers and have then control the intersection while the traffic signal is not in operation All flagging activities and equipment shall conform to the standards set forth in the current version of the Manual on Uniform Traffic Control Devices published by the FHWA 22 SOLAR SCHOOL FLASHING BEACON Detail 5 7 a School flashing beacon shall be a solar school zone flasher manufactured by R
30. E THAN 1 LARGER THAN THE CONDUIT USED AFTER HANDHOLE AND CONDUIT INSTALLATION SEAL ALL INSIDE WALLS WATER TIGHT TO THE SATISFACTION OF THE ENGINEER 0 THE P V C PIPE COMPLIES WITH ASTM F679T 1 HEX HEAD BOLTS AND NUTS ARE TO BE STAINLESS STEEL OTHER FASTENERS TO BE GALVANIZED AS PER AASHTO M 232 SECTION NO 4200 DRAWING NO 5 4 REVD 2012 DETECTOR LOOPS amp PULL BOX CITY OF FARGO ENGINEERING DEPARTMENT APPROVED BE O DATE Zi 24 20V2 PRE EMPTION CABLE TERMINATION PRE EMPTION 4 BOTTOM TUBE YELLOW WIRE o LS DIRECTION OF TRAVEL ADJUSTABLE DETECTOR SEE NOTE TWO 1 2 MOUNTING ARM LAMP HOLDER INDICATOR LAMP SHALL BE ANGLED DOWNWARD AT 1 NOTCH FROM LEVEL 3 4 PIPE NIPPLE BROWN TRAFFIC ___ MV 4085 3M OR APPROVED EQUAL ASSEMBLY P N TCPL Par 38 LED OR TB1 7401 101 PAR 38 LED ARM ONE WAY DETECTION NOTES 1 TWO WAY DETECTOR SHALL HAVE TYPE X UNILET WITH ONE PAR LAMP HOLDERS AND LAMP 2 TWO WAY DETECTOR SHALL HAVE THE DETECTOR LENS ROTATED TO FACE THE DIRECTIONS OF TRAVEL EMERGENCY VEHICLE DETECTOR DETAIL ADJUSTABLE LOCATION AS SHOWN IN PLANS TERMINAL T1 PRE EMPTION 1 AND 2 SHRINK WRAP GROUND WIRE TERMINAL T2 PRE EMPTION 1 AND 2 ORANGE WIRE TOP TUBE TERMINAL 3 PRE EMPTION 1 TOP TUBE BLUE WIRE TERMINAL T6 PRE EMPTION 2 BOTTOM
31. EDESTAL MOUNTED VEHICULAR SIGNAL HEADS SHALL BE 10 FT MINIMUM FROM PEDESTRIAN SIGNAL SHALL BE 8 FT MINIMUM SIGNAL HEADS SEE TRAFIC LAYOUT FOR CORRECT MOUNTING POSITION NUMBERS SIZE AND ARRANGEMENT OF LENSES POLE CLAMPS A POLE PLATE WITH SUITABLE BANDING MATERIAL AS APPROVED BY THE ENGINEER SHALL BE USED PAINT SIGNAL HOUSING SHALL BE PAINTED YELLOW OR BLACK SEE PLANS BACK PLATES SHALL BE PAINTED FLAT BLACK POLE CLAMPS AND SIGNAL HEAD MOUNTING HARDWARE SHALL BE PAINTED THE SAME COLOR AS THE SIGNAL STANDARD SHAFT BOLT ON IRON POLE PLATE TYPE VI 17 5 HEIGHT PEDESTAL MOUNTED VEHICULAR PEDESTAL MOUNTED PEDESTRIAN BOLT ON IRON POLE PLATE NOTE TYPE V TYPE VI AND TYPE VIII SIGNAL STANDARDS THAT ARE 15 OR 17 5 IN HEIGHT SHALL USE A 24 CONCRETE SIGNAL FOUNDATION THAT IS 6 IN DEPTH NOTE DRILL TAP AND DIE MOUNTING HOLES SECURE BOLT ON IRON BOLT ON IRON POLE PLATE USING TWO 5 16 x 1 POLE PLATE 1 2 GALVANIZED HEX BOLTS USING A GALVANIZED WASHER AND A GALVANIZED LOCK WASHER ON EACH BOLT V POST MOUNTED VEHICULAR POST MOUNTED PEDESTRIAN TRAFFIC SIGNAL HEAD MOUNTING BOLT ON IRON BOLT ON IRON POLE PLATE TYPE VIlI 17 5 HEIGHT PEDESTAL MOUNTED VEHICULAR PEDESTAL MOUNTED PEDESTRIAN PEDESTRIAN HEAD SIGNAL MAST Mast ARM SIGNAL Heap SIGNAL HEAD FACE OF CURB DIRECTION OF TRAVEL NOTE THIS IS
32. HER PAVING 18 3 REBAR 18 CONTROLLER FOUNDATION 4 CONCRETE 2 BRSEUSS 855 per ET 18 REBAR 12 MIN SECTION INSTALL SLAB A MINIMUM WL 1 CHAMFER ON OF 2 ABOVE FINAL GRADE I ON ALL SIDES EXCEPT WHEN 7 OUTSIDE EDGES MATCHING EXISTING CONCRETE f 1 2 DIA x 10 GROUND ROD P E C Window 3 5 Diameter Feed Point Cabinet Top View 4 Class 5 Base 1 2 x m Copper Ground Ne PVC Conduit Concrete Foundation 54 NO 12 AWG 2 2 RIGID STEEL PIPE SIDEWALK FACE OF CURB 30 1 CONDUIT WITH NO 12 AWG 2 FOR PED BUTTON CONTROL CONDUIT SHALL DRAIN TO PULL BOX PUSH BUTTON 3 ae FILL ENTIRE 4 SLEEVE WITH SILICA SAND THEN N GROUND ROD 4 COMPACTED ND CLASS 5 TEMPLATE FOR BOLT LOCATION ANCHOR BOLTS MUST BE SET INTO CONTROLLER FOUNDATION WHEN POURED 1 MANUFACTURER S RECOMMENDATION Left SIDE VIEW SECTION PEDESTRIAN PUSH BUTTON POST DETAILS d FOUNDATION NOTES NOTE DRILL 1 4 HOLE IN BOTTOM OF iq E SIE WORKING SLAB TO BE 346A bell i u SSO TIED TO CONTROLLER FOUNDATION ALL TRAFFIC SIGNAL CONTROLLER CABINET 1 Back Panel W 3 18 3 REBAR 18 O C FOUNDATIONS SHALL USE AN 8 RISER FOR 2v USE MANUFACTURER S THE 712 P CABINET RISER SHALL BE SUPPLIED BY BROWN TRAFFI
33. ICE NO WRENCH C ITY F FA R G SCREW IN SOIL ANCHOR CAPABLE OF RESISTING ALL CONDUITS THAT ARE ABOVE GROUND SHALL BE ATTACHED SECURELY WITH E N G N E E R N G D E P A R T M E N T A MINIMUM TENSION OF 5000 EMT STRAPS EVERY 5 WITHIN 3 OF A SPLICE OR JUNCTION BOX OR WITHIN 2 OF A WEATHERHEAD ENTRANCE EMT STRAPS SHALL BE SECURED WITH 1 4 x 3 LAG SCREWS APPROVED SEND DATE 2 2A 20 12 PELCO IWM GY MOUNT PELCO PA402 POLE MOUNT ADAPTOR PELCO SPECTRA IV D PTZ CAMERA em THROUGH POLE INSTALL A FERNCO RUBBER FITTING AND RUN WIRE INTO THE CABLE WRAP WIRE WITH ELECTRICAL TAPE TO FILL OPENING AND FEEDTHROUGH HOLE LOCATED Bc a WIRE CON EE ON THE BOTTOM OF MOUNT E INTO THE POLE BID ITEM FOR CAMERA SYSTEM SHALL INCLUDE ALL CAMERA WIRES ALL CAMERA EQUIPMENT SPECIFIED AND ALL LABOR INVOLVED IN PROVIDING A FULLY FUNCITIONAL CAMERA SYSTEM CONTRACTOR SUPPLIED EQUIPMENT RUGGEDCOMM SWITCH AS SPECIFIED ON PLAN CAT 5 DIRECT BURIAL CABLE NO 16 AWG 3 POWER CABLE PELCO IWM GY MOUNT PELCO WCSI 4 POWER SUPPLY PA402 POLE MOUNT PELCO SDN435 PG E1 SPECTRA IV NETWORK SIGNAL COLOR B W DOME WITH 35X OPTICAL ZOOM STANDARD AND IMAGE STABILIZATION X SIGNAL CABINET 1 NO 16 AWG 3 CONDUCTOR CABLE 1 CAT 5 DIRECT BURIAL CABLE
34. LL BE OPERATED ON 120 5 LOUVERED A N Y VOLTS 5 ALL SPAN WIRE amp STABILITY WIRE SHALL HAVE THIMBLE 45 MIN ONDUIT 3 CONNECTIONS 6 ALL POLE MOUNTED VEHICLE HEADS PEDESTRIAN HEADS 5 AND PUSH BUTTONS SHALL USE 1 ULTRATITE TYPE UL MIN a EY WIRE LIQUIDTIGHT FLEXIBLE METAL CONDUIT TO RUN WIRE FROM THE STABILITY WIRE POLE MOUNTED HEAD OR BUTTON TO THE JUNCTION BOX SEE PLANS FOR SIZE CONTRACTOR SHALL USE ALL METAL CONDUIT FITTINGS TO LOCATION AND NUMBER OF HEADS ENTER THE HEAD OR BUTTON AND FROM THE BOTTOM CONTRACTOR SHALL USE ALL METAL CONDUIT FITTING TO 5 LOUVERED ENTER THE JUNCTION BOX BACKPLATE 2 GALV PIPE x e t GJ gt ULTRATITE TYPE UL 1 LIQUIDTIGHT LENGTH AS FLEXIBLE METAL REQUIRED 4 CONDUIT N JUNCTION BOX T gt 2 DOUBLE GALV 3 8 STEEL GUY WIRE 7 STRAND HIGH o 5 5 STRENGTH WITH 8 REFLECTORIZED YELLOW PLASTIC T FIBERGLASSED GUY GUARD MOUNTED AT THE GROUND o o LEVEL TO BOTTOM TYPICAL ALL GUYS T 9 OF JUNCTION BOX CENTER LINE e SIDEWALK ELEVSOF RDWY PEDESTRIAN F IN MIN URB amp GUTTI PUSH BUTTON GUY RB amp GUTTER SECTION NO 4200 DRAWING NO 5 8 SECURE ULTRATITE TYPE UL x 1 LIQUIDTIGHT E S x FLEXIBLE METAL 2012 BACKFILL WITH GRAVEL VARIES CONDUIT EVERY 3 z A MINIMUM OF 6 ON BOTTOM a E EDGE OF SEE PLANS INTERIM TRAFFIC ES TYPICAL DRIVING LANE iu un PR SIGNAL DETAIL SOLID ONE PE
35. ODEM SPECIFICATION NOTES FOR ez FURTHER INSTRUCTIONS 6 FIBER COMPATIBLE ST CONNECTOR PANEL All Fiber Optic Distibution Boxes shall have 6 Fiber Compatible ST Connector Panels that are removable UN LABEL STAR MODEM 1 8 Teleleielele FIBER SHALL BE NEATLY INSTALLED IN SPLICE CASE AND LABELED LABEL FIBER 3 OF FIBER SLACK ALL FIBER CABLES SHALL BE LABELED INSIDE AND OUTSIDE THE TYCO CASE AND SHALL BE COLOR CODE AS FOLLOWS NORTH ORANGE EAST GREEN SOUTH BROWN WEST SLATE SECTION NO 4200 onn NO 5 10 REV D 2012 FIBER OPTIC HEAT TUBE FUSION SPLICE HOLDERS SHALL DETAIL EPARATE SPLICE TRAY FOR EVERY 2 TUBES OF FIBER BE MANUFACTURED BY TYCO ELECTRONICS APPROVED CSS DATE 2 2x 20124 5
36. SECTION 4200 CITY OF FARGO SPECIFICATIONS TRAFFIC SIGNALS GENERAL This work shall consist of furnishing and installing traffic signals pedestrian and school flashing beacons communication cable traffic surveillance cameras and battery back up systems All work and material shall meet the National Electric Code the North Dakota State Electrical Board the local utility company and the ordinances established by the City of Fargo All materials shall be new unless specified otherwise in the Special Instructions for Bidders a Traffic Signal Warranty i The Contractor shall warrant and guarantee all materials work and equipment for a period of at least one year from the date of final acceptance In addition the controller equipment supplier and manufacturer shall provide an additional four year warranty for a total of five years on the EPAC controller All manufacturer warranties and guarantees with respect to materials parts workmanship or performance shall be secured and included with the shop drawing submittal b Service Manuals i The Engineer shall be furnished 1 service and operating manual for the traffic signal controller unit and emergency vehicle pre emption controller Each service manual shall include the following minimum information Detailed description of operation and instructions for initial set up All schematics and wiring diagrams of the unit Recommended servicing and service hints Complete parts list R
37. T CONNECTIONS SECTION NO 4200 DRAWING NO 5 6 REV D 2012 PEDESTRIAN FLASHER DETAIL CITY OF FARGO ENGINEERING DEPARTMENT APPROVED DATE 2 23 20 1 2 TRAFFIC SIGNAL STANDARD FOUNDATION SELECTION TABLE DESCRIPTION 24 DIAMETER 24 DIAMETER REINFORCING BARS FOOTING DEPTH REQUIRED D TYPE V PED FLASHER 4 45 g 2 CLEARANCE Ne MINIMUM Ant 24 DIAMETER Wie NOTES FOUNDATION REINFORCING BARS NO REINFORCEMENT IS REQUIRED IF THE ANCHOR BOLTS EXTEND TO WITHIN 3 TO 6 ABOVE SEE TABLE THE BOTTOM OF THE FOUNDATION ANCHOR BOLTS AS PER ALL REINFORCING STEEL TO BE GRADE 40 OR 60 MANUFACTURERS 3 SPIRAL BAR RECOMMENDATIONS SEE PLANS FOR CORRECT LOCATION OF FOUNDATIONS THE GRADE AND EXACT LOCATION SHALL 2 CONDUIT ESTABLISHED BY THE ENGINEER IN THE FIELD ROUND MAXIMUM BOLT CIRCLE FOR THE 24 FOUNDATION SHALL NOT EXCEED 18 ROD CONCRETE FOUNDATION 1 CHAMFER 1 CONCRETE USED IN THE WORK SHALL BE CLASS AE PLAN PORTLAND CEMENT CONCRETE MIXED AND PROPORTIONED AS SPECIFIED IN SECTION 802 NOTE THE TOP OF THE FOUNDATION SHALL BE CIRCULAR BOLT ON IRON 23 32 grommeted hole drilled ANCHOR BOLTS AS PER 2 below cap assembly on the MANUFACTURERS U OD COPPER WELD North side of the 4 pole Make RECOMMENDATIONS WITH BOLT drip loops for antennae wire and TYPE CLAMP
38. TABLISHED BY THE ENGINEER IN THE FIELD 2 THE FOUDATION SHALL PROVIDE A MINIMUM OF 3 OF CONCRETE COVER FROM THE ANCHOR BOLTS TO THE REBAR CAGE AND A MINIMUM OF 3 OF CONCRETE COVER OVER THE REBAR CAGE TO THE OUTSIDE OF THE FOUNDATION THE DIAMETER OF THE FOUNDATION SHALL BE INCREASED TO ACCOMODATE A LARGER BOL CIRCLE 3 AN ANCHOR BOLT CAGE SHALL BE SHOP FABRICATED FROM 6 BAR CIRCLE OR SQUARE STOCK OR APPROVED EQUAL WELDED TO THE INSIDE OF THE ANCHOR BOLT TO HOLD ALIGNMENT 4 GROUND ROD SHALL BE PLACED PRIOR TO CONCRETE PLACEMENT THE ROD SHALL PROJECT 4 ABOVE THE FINISHED FOUNDATION AND SHALL EXTEND 12 BELOW THE FOUNDATION BOTTOM 5 CONDUIT BENDS SHALL BE 90 CONDUIT SHALL BE LOCATED 24 MINIMUM BELOW GROUND LEVEL A SPARE 2 CONDUIT SHALL BE INSTALL IN EACH FOUNDATION WITH BOTH ENDS PLUGED AS PER SPARE CONDUIT SPECIFICATION ANCHOR BOLTS AS PER MANUFACTURERS RECOMMENDATIONS PROJECTION HEIGHT OF ANCHOR BOLTS AS PER MANUFACTURERS RECOMMENDATIONS TOP OF CURB OR GRADE AT C L OF FOUNDATION 3 5 3 MIN CLEARANCE NCRETE FOUNDATION 1 CONCRETE USED IN THE WORK SHALL BE CLASS AE PORTLAND CEMENT CONCRETE MIXED AND PROPORTIONED AS SPECIFIED IN SECTION 802 NOTE THE TOP OF THE FOUNDATION SHALL BE CIRCULAR IF APPROVED BY THE ENGINEER A SQUARE CASING MAY BE USED PRIOR TO FINAL GRADING OR SIDEWALK PLACEMENT THE CASING TUBES SHALL BE REMOVED TO A POINT 6 BELOW GRADE 3 MIN CLEARANCE FROM
39. TC Manufacturing Inc Each solar school zone flasher shall include the following items i Combination flasher battery cabinet with 2 Corbin lock and ubolt mounting for 42 O D pole ii Wired back panel w toggle switch and volt current meter AECA PR 1010 ii DCF2 two circuit 12 VDC flasher iv CPR2102 pager programmable time switch v 2 12 yellow 12 VDC LED s vi 60 watt solar panel vii 1 100 amp hour gel cell battery viii 15 Schedule 80 spun aluminum pole with T base and anchor bolts ix 2 12 federal yellow aluminum signals with visors and mounting brackets X PR1010 volt current meter DCF2 12 VDC flasher xii All signs shown on the detail sheet S5 1 b The cost bid for this item shall include all of the above listed equipment all of the items shown on the solar school zone detail sheet any miscellaneous hardware 24 diameter foundations 4 in depth and installation of the school flashing beacon c Four 4 anchor bolt plates shall be installed for all solar school zone flashers Page 28 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 d Beacon heads mounted on the solar school zone flashers shall be leveled on all 4 sides and aimed to the center of the oncoming traffic lane 200 feet from the School Flasher 23 PEDESTRIAN FLASHING BEACON ASSEMBLY Detail 5 6 a Controller Cabinet and Assembly 1 The Contractor shall supply a fully wired and terminated ND Fargo PB Activated Flash
40. X 1 5 8 x 14 heavy square washers used to mount 8 UPS cabinet I4 spring nuts and 4 X V screws used to mount 4 Bypass Transfer Switch 2 chase nipple lock nut and plastic bushing 1 x 23 Telespar used to space up 2 the lower shelf Qty Part Number amp Description unit 10AWG solid blue white and green power wires 18 AWG stranded black for logic common yellow and orange unit control wires 3 18 AWG 8 stud crimp lugs unit silver silicone caulk b UPS Install Instructions i City will program the UPS controller Page 24 CITY OF FARGO SPECIFICATIONS 2012 iii vi vii viii SECTION 4200 Attach the UPS cabinet to the signal cabinet 4 up from the top of the signal cabinet cement foundation using 4 bolts nuts and 8 large square washers Drill mounting holes through the UPS cabinet reinforcement plates about 34 from the cabinet sides Silver silicone caulk the top and sides of the UPS cabinet where it meets the signal cabinet Install top of top shelf 31 from bottom of UPS cabinet and top of the center shelf 16 1 2 from bottom of UPS cabinet Install the bottom shelf on top of the Telespar spacers Install a 2 steel chase nipple and plastic bushing directly below the top shelf of the UPS cabinet into the signal cabinet Install the following equipment in the UPS cabinet and wire per the plan wiring instructions and drawings 1 Place the UPS control unit on the top shelf
41. ail 11 GUTTER LINE FACE OF CURB 1 RIGID PVC CONDUIT W MIN 8 SPACING AT ROADWAY AND 3 FROM GUTTER LINE PULL BOX LOOP DETECTOR DETAIL 3 8 SawSlot PASSAGE OR CALLING 1 1 4 Min Dio 1 3 4 Mox Dia See note 1 for min depth Fill with approved loop sealer Tape Epoxy filled to top Foam centering device 1 1 4 Wide saw slot made in q single pass Duct TUN by using stacked blades pl wa P E Wire nut over Contraction joint wire splice 3 8 Saw Slot TOP VIEW or crack See note 1 for depth CONTRACTION JOINT DETAIL EPOXY SPLICE KIT DETAIL See note 7 EDGE OF ROADWAY SURFACE 1 5 Min I DIRECTION OF FLOW ed EDGE OF GUTTER OR CURB LINE PULL BOX DETAIL B03 0 0377 E 24 DIA PIPE ae F i Im EXTENSION RING 711 MIN 1F REQUIRED 24 803 0 037 Y x a zd TE N 24 NOMINAL MEO NY nr MIN SUPPORT RING O EYEBOLTS 711 24 NOMINAL DIA PIPE 48 PVC PULL BOX PULL BOX METAL FRAME AND COVER USE APPROVED P V C GLUE TO ATTACH EXTENTION RING TO HANDHOLE FOUR HEX HEAD STAINLESS STEEL BOLTS THROUGH THICKNESS OF WALLS WITH f NUTS TO THE INSIDE See plans for number of turns See plans for number of turns
42. al Service SECTION 4200 Page 34 CITY OF FARGO SPECIFICATIONS 2012 TRAFFIC SIGNAL STANDARD FOUNDATIONS TRAFFIC SIGNAL STANDARD FOUNDATION SELECTION TABLE 30 DIAMETER FOOTING DEPTH 24 DIAMETER FOOTING DEPTH SIGNAL STANDARD DESCRIPTION 36 DIAMETER FOOTING DEPTH TYPE 1 V VII STANDARD 42 DIAMETER FOOTING DEPTH 10 14 HEIGHT 15 17 HEIGHT 0 25 MAST ARM 26 30 MAST ARM 31 35 MAST ARM 36 39 MAST ARM 40 45 MAST ARM 46 50 MAST ARM 51 55 MAST ARM 56 60 MAST ARM 61 65 MAST ARM COMBO SIGNAL STANDARD 30 MT HEIGHT 0 25 MAST ARM 11 26 30 MAST ARM 12 31 35 MAST ARM 13 36 39 MAST ARM 14 40 45 MAST ARM 15 46 50 MAST ARM 16 51 55 MAST ARM 16 56 60 MAST ARM 17 61 65 MAST ARM 18 COMBO SIGNAL STANDARD 40 MT HEIGHT 0 25 MAST ARM 12 12 26 30 MAST ARM 13 13 31 35 MAST ARM 13 13 36 39 MAST ARM 14 14 40 45 MAST ARM 16 15 46 50 MAST ARM 16 16 51 55 MAST ARM 17 16 56 60 MAST ARM 18 17 61 65 MAST ARM 19 18 COMBO SIGNAL STANDARD 50 MT HEIGHT FOUNDATION NOTES 1 SEE PLANS FOR CORRECT LOCATION OF FOUNDATION THE GRADE AND EXACT LOCATION SHALL BE ES
43. and a check written to City of Fargo Traffic Engineering for the amount issued for the signal standard scrap metal The signal poles that will be scrapped are to be determined by the Engineer in the field All costs for removing and salvaging signal standards shall be incidental to the price bid for remove and salvage signal equipment Remove Interim Traffic Signals 1 Feed point equipment shall be removed from the service pole The conductor to the signal heads and controller shall be disconnected and removed and all equipment on the service poles shall be removed The service poles span wire and stabilization wire shall be removed and stored as directed Remove Traffic Signal Controller 1 The controller cabinet and all controller equipment shall be removed for storage The foundation shall be removed and the surface of the site restored Page 21 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 b Remove Traffic Signal Foundation i The existing foundations shall be removed to a depth of 4 feet below the ground line and the surface restored to match adjacent areas c Remove and Salvage Conductor i This item covers the disconnection of all wires removal and salvage of all wire from intersection Delivery of all salvaged wire to a facility designated by the City of Fargo d Remove Pull Box i The old concrete pull boxes shall not be salvaged they shall be disposed of by the Contractor All PVC pull boxes frames and covers sha
44. ay edge as specified Each loop shall have a separate conduit installed for the pull box entry The excavation from the saw slot at the gutter or roadway edge shall be made by means of a punch or drill type tool rather than by usual excavating methods The visible portion of the gutter shall not be cut for conduit installation The conduit shall be installed to directly receive the loop wire in line and not at an angle The hole to receive the conduit shall be at a depth below the roadway surface so there is a minimum of 2 inches of cover on top of the conduit when installed Duct Seal shall be inserted into the loop pipe to prevent any sealant from entering the pipe and the top 2 inches of the cover over the conduit hole shall be sealed with the same sealant used to close the saw cut The conduit and the pull box shall be installed at the same time d Only vehicle loop duct type wire shall be used having a 14 inch XLPE high density polyethylene tube jacket covering a 14 AWG stranded copper conductor with Type XHHW insulation i All sawed or preformed loops shall have 3 turns of loop wire e Loop Saw Lot i The pavement slot shall be sawed with a self propelled power saw equipped with a depth gauge and alignment guide The pavement slot shall be cut cleanly and well defined The saw cut shall be overlapped at all corners and right angle corners shall be cored as shown on the Standard Drawings The saw cut may be made at any time before installation
45. circuit breaker shall open to give maximum protection The AC neutral shall have the same protection as the AC load The arrester leads shall be kept as short as possible Grounds shall be made directly to the cabinet wall or ground plate as near as possible to the object being grounded An acceptable arrangement is shown on the Plans If the AC power is brought into the cabinet via an underground conduit a similar arrangement shall be followed as shown on the Plans If the conduit is metallic it shall be connected to the ground rod as shown on the Plans Connections from the ground rod to the objects inside shall be made with AWG No 8 or larger copper wire Page 23 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 18 BATTERY BACKUP SYSTEM The cost bid for this item shall include all of the equipment listed below any miscellaneous hardware and installation of the UPS a UPS Equipment and Hardware Qty Part Number amp Description Item 1 Novus FXM 1100 017 201 21 1 MBP 20 Amp bypass transfer switch 017 183 24 AlphaCell 195 GXL 5 Yr Warranty TAS 195 GXL 5 1 48V ALPHAGuard 012 302 21 1 8 Cables 33 160 165 180 210 FXM 875 596 21 41H24W16D Southern Quote JR 469 1 revised Cabinet 1 30 Circuit breaker and mounting hardware 000130 Qty Part Number amp Description 3 8 x 2 bolts with nuts and lock washers used to mount 4 UPS cabinet 3 8
46. dard thickness washers on all screws Washers shall be stainless steel 10 fender washers Screws used to attach the back plates to the signal head shall be 2 10 pan head tap screws supplied by Northern State Supply TNP 4714 PZ or approved equal f All red yellow and green indications and pedestrian heads shall be L E D signal heads manufactured by Dialight GEL core or approved equal conforming to the latest standards of the Institute of Transportation Engineers Approved 12 L E D balls are Dialight XL series red ball part number 433 1210 003XL yellow ball part number 433 3230 901XL and green ball part number 433 2270 001XL GEL core GTx series red ball model number DR6 RTFB 77A yellow ball model number DR6 YTFB 77A and green ball model number DR6 GCFB 77A Approved 12 L E D arrows are Dialight red arrow part number 432 1314 001XOD yellow arrow part number 431 3334 901XOD and green arrow part number 432 2374 001 XOD GEL core series red arrow model number DR6 RTAAN 17A yellow arrow model number DR6 YTAAN 17A YX and green arrow model number DR6 GCAAN 17A Approved pedestrian heads shall be 16 x18 countdown pedestrian signals Approved pedestrian countdown signals are Dialight part number 430 6479 001X or GEL core model number PS7 CFC1 26A g Installing L E D vehicle signal sections shall include furnishing and installing 12 inch L E D vehicle signals existing signal head housing for the existing red yell
47. dblast Signal Standards Concrete Foundation Traffic Signal Remove Traffic Signal Foundation Remove Street Light Relocate Street Light Standard Traffic Signal Standards Install Pedestrian Push Button amp Sign Relocate Pedestrian Post amp Button Pedestrian Push Button Post Install LED Vehicle Section Install LED Pedestrian Section Pedestrian Head Vehicle Heads Electronic Signal Sign School Flashing Beacon So me Pedestrian Flashing Beacon Assembly Relocate Signal Head Install Cabinet amp Controller Relocate Pull Box Remove Pull Box Install Fiber Pull Box Install PVC Pull Box gx sr ypraopop Rr Page 33 CITY OF FARGO SPECIFICATIONS 2012 Install Frame and Cover Traffic Signal Detector Loop Replace Traffic Signal Detector Loop Install Micro Loop Probe Install Preformed Loop Furnish amp Install Luminaire Extension Revise Controller and Cabinet Fargo Type B Cabinet Emergency Vehicle Pre emption System Feed Point Battery Backup System Install Interim Signal System LUMP SUM These items will be measured by lump sum These items are as follows so mo P me Traffic Signal System Modify Traffic Signal System Remove amp Salvage Traffic Signal Equipment Install Flasher Cabinet Modify Existing Traffic Controller Cabinet Fiber Optic Terminations and Equipment Video Detection System Camera System Controller amp Cabinet Assembly Temporary Sign
48. e incidental to pouring the controller cabinet foundation 8 VEHICLE AND PEDESTRIAN HEADS Detail 5 2 a AII signal plumbizer and pedestal adapters collars shall be steel absolutely no aluminum AII vehicle heads and all pedestrian heads shall be SIG polycarbonate All heads shall be installed level on all sides Five section mast arm mounted heads shall be installed using an Astro bracket AII vehicle and pedestrian heads shall be manufactured by Siemens Eagle All signal heads shall be required to have the A 700882 reinforcement plate kit installed on them Page 10 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 c Astro brackets are approved for use on mast arm mounted 5 section heads Astro brackets may also be used to mount new heads on existing mast arms that do not have an existing tendon on the mast arm Shop drawings for signal heads shall indicate the type of mounting d Vehicle Indication Alignment of Post and Pedestal Vehicle heads mounted on signal standards shall be leveled on all 4 sides and aimed to the center of the oncoming traffic lane 200 feet from the stop bar Left turn heads that are post and pedestal mounted shall be aimed to the center of the left turn lane 100 feet from the stop bar Mast arm heads shall be parallel to oncoming traffic e All traffic signal back plates shall be louvered aluminum and have a minimum thickness of 063 Back plates shall be installed using 3 4 O D x 3 16 LD x stan
49. e labeled with the intersection address of the cable s other end the port group as shown on the detail and the number of the fiber strand terminated and placed on the face of the distribution panel adjacent to the cable s six fiber ports Providing and installing all fiber optic jumpers 1 Fiber optic jumpers attached to the distribution panel should be labeled with the fiber it s connected to for each port group representing the port it s plugged into Fiber jumpers attached to the EPAC and MARC controllers shall be labeled 1 through 4 representing the port it s plugged into starting with a 1 for the port at the top Providing and installing TYCO FOSC 450 B6 or D6 enclosures and splice trays as per plan sheet Providing and installing any international fiber systems four port active optical star coupler part DT4010 as per plan Page 19 CITY OF FARGO SPECIFICATIONS 2012 vil SECTION 4200 Labeling all fiber cables fiber tubes trace wires fiber pigtails fiber distribution panels fiber scalability centers fibers jumpers and all individual terminated fibers e Fiber Optic Cable Testing li iii The City of Fargo will hire an independent Contractor to test all terminated fibers at both ends with an OTDR tester and light meter recording the results on a City of Fargo Fiber Test Report Form and providing a computer printout from the OTDR of each fiber tested If multi mode fiber tests at 850 NM and 1300 NM are
50. e system fails during the 30 day acceptance period the 30 days will start over after the failure has been repaired and inspected by the City The Contractor is responsible for all maintenance of the signal system until the date of final acceptance which includes being responsible for the system 24 hours a day 365 days a year until the final acceptance date is reached 3 SHOP DRAWINGS a The Contractor shall provide an electronic PDF file of shop drawings and certifications required by the City of Fargo within 15 days after the contract has been signed by the City Commission All shop drawings and certifications shall be approved prior to any work being started The Contractor shall be responsible for the accuracy of the shop drawings The Engineer s review does not relieve the Contractor of full responsibility for providing a quality product that meets Specifications b The Contractor shall submit shop drawings on the following listed items for approval i Traffic Signal Controller Cabinet 1 8 Cabinet Riser Load Bay Siemens Eagle Controller EDI Conflict Monitor Voltage Surge Suppression Flash Transfer Power Relay Solid State Flasher Solid State Load Switches with Input and Output Indicators Detector Rack 2 4 AMP Power Supply Vehicle Detector Rack Card 11 GTT Model 764 Opticom Phase Selector 12 RuggedCom Switch ii Battery Backup Cabinet 1 UPS Power Module 2 Batteries 3 Battery Charge Management System 4 Maintenance By
51. echnologies Opticom cards The Contractor shall supply LM 602 Series rack mounted vehicle loop monitors from EDI of Phoenix AZ See plans for additional cabinet requirements All new Fargo Type B cabinets shall have a RUGGEDCOM RuggedSwitch RS900 HI N T2T2T2 installed in the cabinet Cabinet Wiring Diagram i The following items shall be labeled on the Cabinet Wiring Diagram ii The Loop Designation number i e 02 1 from the plan shall be labeled on the Detector panel drawing adjacent to the point for termination iii The field wire terminals for the Vehicle Pedestrian Head Control Cables shall be labeled with the phase number and direction i e 02 SB iv The field wire terminals for the opticom cable shall be labeled with the pre empt number i e P E 1 v The field wire terminals for the pre empt indicator lamps shall be labeled with the pre empt number and direction i e P E 1 N B Page 9 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 vi The field wire terminals for the pedestrian push button cables shall be labeled with the phase number i e 08 PED vii Provide an AutoCAD drawing file of the as built cabinet wiring diagram viii Alltext on the cabinet wiring diagram shall use the Arial style font ix The detector rack label shall look like the detector rack label on the plans The text size shall be 13 in height for all text on the label except the VD1 SD1 VD2 SD2 etc shall be 09 in height
52. ecommended spare parts list pde D IN c Coordination i The Contractor shall coordinate all work with the City s project Engineer and or inspector when work activities are scheduled The Contractor is responsible to coordinate his activities with other City State or County work If the Contractor determines that other work in the area will substantially affect the project s substantial completion date it is his responsibility to notify the project Engineer and request a time extension d Location of Existing Utilities i Partial existing utilities have been shown to direct the Contractor s attention to their existence Such utilities have been plotted from record drawings Page 1 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 The Contractor is cautioned that all existing utilities may not be shown The location of existing utilities is not guaranteed and the Contractor will be responsible for determining the exact location and protection of the existing utilities The Contractor before commencing any excavation or construction shall find out the location and seek aid in locating all public and private utilities The Contractor shall contact ND One Call 1 800 795 0555 and request locates prior to beginning construction Subcutting or scarifying over utility lines may be eliminated if in the opinion of the Engineer a hazardous situation exists iii The Contractor is responsible for verifying and following minimum horizonta
53. eld All fiber tubes shall be labeled inside the splice enclosure 15 REMOVAL OF TRAFFIC SIGNAL EQUIPMENT a Remove and Salvage Traffic Signal Equipment iii iv This item includes the removal and salvage of all above ground and removal and disposal of all unused below ground conduit and pull boxes All salvaged material shall be delivered by the Contractor to a City storage facility as directed by the Engineer All salvage material shall be protected by the Contractor and materials that are damaged by the Contractor s removal process or mishandling shall be replaced with new equipment at the Contractor s expense Before removing existing equipment arrangements shall be made for the local utility company to disconnect the power source When the meter is no longer needed the local utility will remove it The Contractor shall disconnect all wiring to the equipment and completely remove the item from its foundation The traffic signal heads and mounting brackets shall be removed from the standards and the signal heads shall be removed from the mounting brackets The old traffic control cabinet concrete foundation shall not be salvaged Remove and Salvage Signal Standard 1 signal standards removed from the project shall become property of the City of Fargo Signal standards and mast arms shall be delivered to the City of Fargo Pole Lot for storage or taken to Gerdua Ameristeal Fargo Iron and Metal for metal scrap salvage
54. ength member shall be aramid fiber yarn or fiberglass the inner jacket shall be Page 17 CITY OF FARGO SPECIFICATIONS 2012 iii SECTION 4200 black UV and moisture resistant PE The outer jacket will be black UV and moisture resistant PE with sequential meter markings The item Communication Cable will be measured by the linear foot The quantities measured will be paid for at the contract price and shall be full compensation for all labor equipment and material necessary to complete the installation of the communication cable Fiber optic cable insulation shall have a maximum tensile load of 600 Ibs for installation and 200 lbs for in service load The minimum bend radius shall be 20XOD for installation and 10XOD for in service b Handling of Cable iii Cables or inner duct shall be carefully inspected by the Contractor during placement operation to be certain that the fiber optic cable and inner duct are free from damage before placement Bends of small radii and twists that might damage cable or wire shall be avoided During the placement operation fiber optic cable shall not be bent in a radius less than 20 times the outside diameter of the cable Care is to be exercised during the placing operation to feed the cable into the inner duct loosely and at no tension Equipment and construction methods shall be such as to assure compliance with this requirement The Contractor shall furnish competent supervision at a
55. er w HOA Switch manufactured by Brown Traffic Products with a flashing circuit panel general purpose relay flasher relay and multifunction time delay relay Cabinet shall have its own 15 AMP circuit breaker Cabinet dimensions shall 36 H x 20 W x 15 D When installing the flasher cabinet onto an existing cabinet a bead of high quality silver silicone caulk shall be placed completely around the flasher cabinet where it is attached to an existing cabinet b Flasher Equipment lii All beacon head mounting hardware pedestal adapters collars shall be steel absolutely no aluminum All beacon heads shall be SIG polycarbonate and installed level on all sides All beacon heads shall be manufactured by Siemens Eagle Yellow indications shall be L E D signal heads manufactured by Dialight GEL core or approved equal conforming to the latest standards of the Institute of Transportation Engineers Approved 12 L E D yellow balls are Dialight XL series yellow ball part number 433 3230 901XL GEL GTx series yellow ball model number DR6 YTFB 77A c Additional Conduit i The Contractor shall install two additional 2 inch diameter conduits in each new controller foundation The direction of these conduits will be determined in the field by the Engineer and labeled in the cabinet by the Contractor Each foundation for a Type V pedestrian flasher and each feed point foundation shall have one spare 2 inch conduit The directi
56. g 3 FROM GUTTER NEN 4 Provide 3 turns in all loops 5 Spacing of lead in conduits shall be a minimum of 8 at the edge of road way surface or gutter line See multiple loop detector detail Lead in loop pipe shall not enter gutter section 1 RIGID PVC CONDUIT SHALL EXTEND 2 INSIDE PULL BOX MULTIPLE LOOP DETECTOR PRESENCE LOOPS 6 Provide loop wire slack in J box such that loop wire will extend a minimum of 6 feet above the top of the J box 7 Splices and Conductors in Pull Boxes There shall be no splices below grade except for loop lead in conductors Wire nut together the spliced wires and encapsulate in an epoxy type splice kit Conductors in the splice kit shall not be taped together Loop lead in and loop wires shall have sufficient slack to extend a minimum of 6 feet above the pull box opening and be installed in the pull box with the splice kit taped to a length of 1 2 PVC so the splice is secured inside the upper 1 4 of pull box See Detail Pull through Conductors shall have sufficient slack to extend a minimum of 18 inches above the pull box opening PAVEMENT MARKING LANE LINE 3 Min 8 Pull boxes in landscaped areas shall have the top of the box to 1 inches above final grade and sloped to match the slope of the final grade on all four sides Pull boxes in concrete areas shall be set with the top of the box flush with the final grade at all four sides See pull box det
57. grit angular carbon steel 5 Sandblasting shall be done on site with the signal standards in place and operational All pedestrians and the traveling public shall be protected from all debris All sandblasting material and removed pole paint debris shall be collected in a method that is approved by the EPA Existing pole paint debris may contain harmful chemicals or existing lead paint which the Contractor shall be responsible for containing and cleaning up along with protecting pedestrians and the traveling public from these hazardous contaminates 6 Before the primer is applied the pole must be inspected by the City of Fargo to ensure that it is free of all paint rust and contaminates Pole must be prepped according to Specifications and to the satisfaction of the Engineer in the field Pole may need to be re blasted or may need to be cleaned with Devoe DEVPREP 88 cleaner The Engineer in the field will require which method shall be used Paint Signal Standard 1 Mask all areas as per detail sheet in plans 2 Prime bare metal with Devoe Devran 205 Primer 3 Apply two top coats of Devthane 379UVA manufactured by Devoe high performance coatings and one coat of clear coat as recommended by the top coat manufacturer Yellow color shall be No 13538 of Federal Standard No 595 B 4 Thickness of all coats applied shall be according to the manufacturer s recommended film thickness Application of all materials shall follow the manufacture
58. inet or detector cabinet after splicing in the pull box shall have a value less than 5 ohms The continuity test ohm reading at the traffic signal controller cabinet or detector cabinet shall be greater than the ohm reading measured at the loop detector at the pull box 2 Inductance Test Each loop detector and lead in cable system shall have an inductance test measured at the traffic signal controller cabinet or detector cabinet The inductance shall be in the range of 50 to 700 micro henries Page 13 CITY OF FARGO SPECIFICATIONS 2012 iii SECTION 4200 3 Insulation Resistance Test An insulation resistance test at 500 volts direct current shall be made at the traffic signal controller cabinet or at the detector cabinet between one loop detector lead in conductor and the cabinet ground rod The insulation resistance shall have a value of 500 mega ohms or greater A vehicle loop detector test shall be performed and recorded before the initial inspection using a City provided form This form will be used for rechecking the loops at the final inspection The City will retest all loops at the Final Inspection 10 CONTROL CABLES a The jacket on all control cables shall be polyethylene with the thickness meeting Table 7 4 2 NEMA WC 70 All cables shall be un spliced including pedestrian push button wires Terminal boards and blocks shall be provided for connections of control circuits in signal standard bases There sha
59. ing inspected to ensure clarity on what needs to be corrected c Initial and final inspections will not be performed between November 1 and April 1 Inspections will not be done if there is rain or snow or wind greater than 15mph or if the temperature is less than 50 F d All items requiring additional work after the initial inspection will be noted by the City on the checklist The Contractor shall complete work on all items prior to requesting a final inspection A final functional inspection will be made a minimum of 30 more days after the initial inspection date The Contractor shall submit in writing to the Engineer that all punch list items have been completed and request a final inspection on the form provided by the City The Engineer or inspector may at his discretion stop the final inspection and require the Contractor to resubmit his Page 2 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 request for final inspection after completing the required work The City of Fargo will perform one initial inspection and one final inspection at no cost to the Contractor Additional initial and final inspections shall assess the prime Contractor a fee of 250 for each time an additional initial or final inspection is performed The project will not be classified as final until the City accepts the project and assigns a final acceptance date The date of final acceptance will be 30 days without failure for the City to accept the system If th
60. ingle mode hybrid optic cable suitable for outside plant operations manufactured by Superior Essex The cable shall be a loose tube single jacket all dielectric cable design The buffer tubes shall be gel filled and the cable shall have a dielectric central strength member and a dry water blocking system Tube colors shall be multi mode blue tube fibers 1 12 multi mode orange tube fibers 13 24 single mode green tube fibers 25 36 single mode brown tube fibers 37 48 single mode slate tube fibers 49 60 single mode white tube fibers 61 72 and single mode red tube fibers 73 84 FIBER OPTIC CABLE REQUIREMENTS Requirement Multi mode Single Mode Outer Jacket Polyethylene Polyethylene Core Diameter um 62 5 8 0 10 0 Clad Diameter um 125 125 Max Attenuation 3 5 2850 nm 0 35 91310 nm Phm 1 0 1300 nm 0 25 1550 nm Min Bandwidth 160 850 nm N A Chm 500 1300 nm N A Max Tensile 2700 Short Term 2700 Short Term Loading N 600 Long Term 600 Long Term a Fiber Optic Cable i The fiber optic cable shall be dual window single mode fiber with a maximum attenuation of 0 4 db km at 1310 wavelength and maximum attenuation of 0 3 db km at 1550 wavelength and shall meet or exceed Ethernet transmission standard IEEE 802 3ae ii Fiber cable construction shall be loose tube gel filled color coding per TIA EIA 598B standards The Central Strength member shall contain no metallic conductors The overall str
61. ire mesh with a maximum size opening of 14 placed continuously around the inside of the lower plate to prevent rodents from accessing the base through space between concrete foundation and the lower plate The mesh shall be secured to the anchor bolts and lower plate i Feed Point i All pedestrian flasher feed points shall be mounted on the side of the pedestrian flasher cabinet Cabinet shall be weatherproof lockable safety switch with a 30 amp circuit breaker disconnect and lightning surge protection Padlock shall be obtained from the City of Fargo Engineering Department Install a by pass meter socket and meter This shall be incidental to the price bid for Feed Point Feed points shall require two V2 diameter by 10 long copper weld ground rods that are spaced 6 to 7 apart ground wires shall be No 6 A W G S D copper ground wire and shall be incased in 1 steel conduit where ever it is above ground with a steel treaded coupling that is encased and flush with the working slab Power wires from the electrical provider to the meter socket shall be incased in 2 steel conduit where ever it is above ground with a steel treaded coupling that is encased and flush with the working slab Page 30 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 j Pedestrian Flashing Beacon Standards i The Contractor will provide all new Type V pedestrian flasher standards The standards T Bases shall be ordered from Brown Traffic Products The
62. l and vertical clearance between light and or signal standards and overhead power lines e Stop Sign Removal i Removal of existing stop signs prior to starting up the operation of a traffic signal shall be incidental to installing the traffic signal system 2 TRAFFIC SIGNAL INITIAL AND FINAL INSPECTION AND SUBSTANTIAL COMPLETION a The project will not be classified as substantially complete until the signal system is functional including the completions of all pay items including a fully functional fiber optic communication system b After the Contractor has completed the installation of the signal system s and any clean up items he shall complete the Contractor s Pre Initial Traffic Signal Inspection Check List provided by the City Each item on the checklist shall be inspected by the Contractor The Contractor s personnel that actually did the inspection shall initial each item showing that it has been completed The completed check list shall be forwarded to the Engineer along with the request for an initial inspection on the form provided by the City The Engineer will set a date and time for the initial inspection At the time of either an initial or final inspection the Contractor is required to open and close all pull boxes open and close all signal standard doors and remove and hold wiring to allow for inspection of anchor bolt nut tightness with hammer test Contractor shall be present within 10 of each item be
63. lice the trace wire with an epoxy splice kit or a splice method that is approved by the Engineer in the field The Contractor shall provide 30 of slack cable in each pull box and 150 slack for each cable at the cabinet pull box where termination or splicing will occur or 85 of slack if the fiber cable is completely cut and is the end of the fiber run The Contractor shall remove 10 of each cable end that was used to pull cable prior to installing the required amount of slack to be left in the pull box Contractor is required to contact the Engineer in the field to discuss all footages left in pull boxes and what is needed for splicing before pulling in fiber and cutting it Fiber Optic Terminations And Equipment The price bid for Fiber Optic Terminations and Equipment shall include all necessary connectors terminations equipment labor and all other miscellaneous material to install a fully functional communication system including but not limited to the following li iii vi Supply and install a MM and or SM fiber optic pigtail that is suitable for outside plant operations manufactured by Superior Essex with a polyethylene jacket Pigtail shall have a 14 break out length fan out kit with ST connectors that are connected to a fiber distribution panel All installed ST connectors and fusion splicing Supplying and installing all fiber optic distribution panels as per plan sheet 1 Distribution panel labels shall b
64. ll Box NO CURB SECTION shall be spliced in the Twist 5 turns per foot pull box 1A to L1 1B to 2 ft deep 3 4 rock 1 Rigid PVC Conduits 2B 2A to 3A 3B to 4B CURB SECTION Flush With Bottom d 4A t L2 0 to 1 above grade equal on all 4 quadrants in landscaped locations of Saw Slot an o WIRE SHALL BE INSTALLED IN A CLOCKWISE COUNTER CLOCKWISE SART TOOR eae ROTATION ON ALL LOOPS AS PER DETAIL BOTH ENDS OF THE LOOP SHALL BE LABELED AS PER LOOP DETAIL 6 4 2 6 8 6 6 6 NOTES 1 d SSF i 1 Loop saw cut shall be 2 deep in concrete and 2 1 2 to 4 deep in asphalt 6 A 1 Y 2 i 1 4 1 saw depth in asphalt shall be determined by the engineer in the field L J depending on road conditions gt lt e 2 All contraction joints and cracks crossed by saw slot must use a 1 1 4 X 74 wide saw slot See note 1 for depth See contraction joint detail Contraction joint saw slot cut shall be cut in a single pass using stacked blades 54 BOTTOM VIEW 3 Duct type wire shall be used for all loops consisting of a High Density XLPE a 8 I 4 ERG polyethylene tube and XHHW insulated wire Provide slack at all drilled corners Mint 7 DIRECTION OF TRAFFIC FLOW and contraction and crack joints Use 1 long pieces of 3 4 backer rod at LOOP PIPE LOCATION eg a required intervals 2 max in saw cut to prevent wire from floatin
65. ll be no splices below grade except for loop lead in conductors Pulled through conductors shall have sufficient slack to extend a minimum of 18 inches above the pull box opening Additional Cable Quantities Additional cable quantities shall be installed to provide for slack and the wiring of controllers feed points and signal heads as follows m Q m m g O z gt Ten feet at the controller Seventeen feet at post mounted and pedestal mounted vehicular signal heads Fifteen feet at post mounted and pedestal mounted pedestrian signal heads Eight feet at each pedestrian push button Fifteen feet at each flashing beacon sign support Twenty three feet at each signal pole with mast arm plus the length of the mast arm Ten feet at the feed point Five feet at each foundation for each incoming and outgoing pedestrian and signal head control circuit Ten feet at pull boxes where connections are made Ten feet for loop lead in cables where they are spliced to the loop in the pull box Three feet at each foundation for each incoming and outgoing circuit which passes through the foundation with no connection being made Page 14 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 11 EMERGENCY VEHICLE PRE EMPTION Detail 5 5 a locations on the plans calling for an Emergency Vehicle Pre emption Detector shall consist of a Global Traffic Technologies Model 722 EVP detector and light assembly Install assembly 6 feet from end on exi
66. ll be salvaged and delivered to a facility designated by the City of Fargo 16 INSTALL INTERIM SIGNAL Detail 5 8 This item includes the cost of providing installing and maintaining interim signals at the location shown on the plans equipment supplied by the Contractor shall meet the City of Fargo Specifications The Contractor shall install a pole mounted feed point and is responsible for arranging electrical service to the interim signals All costs associated with the feed point shall be incidental to the price bid for interim signal The Contractor will be responsible for the maintenance and electricity costs for the interim signal until the date of final acceptance a Contractor shall provide the following items for the interim signal items shall be incidental to the price bid for Install Interim Signal i Span wire ii Guy wire and anchors ii Conduit iv Wire v Weather entrance leads vi Junction boxes on interim poles vii Span and stabilization wire eye bolts viii Pedestrian push buttons and signs ix Pole mounted feed point X All 16 x 18 countdown Pedestrian Heads and mounting hardware Xi All vehicle heads and mounting hardware xi Class II wood service poles Traffic signal controller cabinet and controller with all pluggable 17 FEED POINT Detail 5 3 a All conduits cabinets conductor service entrance heads meter sockets if required and ground rods shall be furnished by the C
67. ll times at the site of cable placing operations to assure compliance with this requirement Every instance of damaged cable or wire observed at any time whether prior to installation occurring during construction or discovered by test of observation subsequent to installation in plant shall be immediately called to the attention of the Engineer The method of repair or correction of such damage shall be in accordance with the written instructions of the Engineer The Contractor shall promptly repair such damage or make such corrections in accordance with such written instruction of the Engineer Minor damage to the outer jacket of the cable or wire observed prior to or occurring during construction shall be repaired in accordance with RUS Splicing Standard Bulletin 1753F 401 PC 2 The Contractor shall use a break away swivel rated for 600 Ib break load for pulling all fiber optic cables c Miscellaneous Specifications i The Contractor shall include a No 14 AWG 1 unspliced insulated copper conductor running the full length and parallel to each communication cable installed in conduits as a trace wire This is not a separate bid item The cost shall be included in the price bid for Page 18 CITY OF FARGO SPECIFICATIONS 2012 li SECTION 4200 communication cable The trace wire shall be labeled with the intersection address that it connects to If the distance is too long to have a trace wire un spliced then the Contractor may sp
68. maximum size opening of 14 placed continuously around the inside of the lower plate to prevent rodents from accessing the base through space between concrete foundation and the lower plate The mesh shall be secured to the anchor bolts e Wire entrance fittings shall be provided by the Contractor Fittings should be a Fernco or approved equal rubber sleeve with clamps to protect the wire through the wire entrances on each signal standard upright The cost to supply and install the protected rubber sleeves shall be incidental to the price bid for the signal standard f All standards shall be plumbed with leveling nuts The hand hole shall be located away from traffic and the mast arms shall be perpendicular to the roadway centerline g The anchor bolts shall be installed and tightened as specified on detail sheet and according to the manufacturer s recommendation h Spliced or pulled through conductors shall have sufficient slack to extend a minimum of 18 inches outside of the enclosure i Terminal blocks in signal standard bases shall be attached to a plastic plate with the minimum thickness of 3 8 The plate shall be 2 larger than the terminal block on all sides The termination shall be coated with red insulating varnish with a dielectric strength of 2100 volts mil The varnish shall be applied immediately after the terminations have been made The terminal block shall face termination side face down in the transformer base 20 REVIS
69. metallic conduit shall be either polyvinyl chloride heavy wall PVC or high density polyethylene HDPE conduit both as specified below b PVC conduit shall meet the requirements of UL 651 suitable for direct burial applications and shall have a minimum wall thickness equivalent to Schedule 40 as defined by ASTM 1785 c HDPE conduit shall meet the requirements of UL 651 and either ASTM 2447 or ASTM 3035 suitable for direct burial applications HDPE conduit shall have a minimum wall thickness equivalent to Schedule 40 as defined by ASTM 2447 or DR 15 5 as defined by ASTM 3035 HDPE conduit shall not be installed when either the conduit temperature or ambient temperature is below 10 F Page 15 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 Conduit shall be installed at the location shown on the plans Conduit shall be bored under existing pavement Boring conduit shall be considered incidental to the bid price for conduit and for which no additional compensation shall be made All conduits shall have bell ends installed on both ends of the conduit run All conduits containing conductor cables shall be sealed with duct seal at the controller cabinet and at the traffic signal standard foundations All spare conduits shall be plugged with an expanding rubber pipe plug and labeled at the cabinet and signal standard bases The Contractor shall use 2 innerduct for the interconnect conduit Innerduct shall be 2 schedule 40 innerduct
70. not within the City of Fargo standards of 5 dB loss for each ST connector at the bulkhead 2 dB loss for each fusion splice and 1 dB loss per 100 feet for 850 NM and 1 dB loss per 300 feet for 1300 NM of fiber being tested then the Contractor shall repair replace and the Contractor shall re test the fiber with City personnel present If single mode fiber tests at 1310 NM and 1550 NM are not within the City of Fargo standards of 5 dB loss for each ST connector at the bulkhead 2 dB loss for each fusion splice 1 dB loss per 600 feet for 1310 NM and 1 dB loss per 750 feet for 1550 NM of fiber being tested then the Contractor shall repair replace and the Contractor shall re test the fiber with City personnel present All fiber shall be tested at each end Any terminated fiber run that doesn t meet the testing tolerances specified shall be repaired replaced by the Contractor If any connectors or fusion splices fail the Contractor shall repair the connection if a fiber cable is damaged or broke between connections the Contractor shall replace the entire cable between connections The City of Fargo will hire an independent Contractor of our choice to test the entire completed fiber optic communication system The City of Fargo will pay the cost to have the fiber optic communication system tested and will provide the Contractor with the completed test forms Single mode fiber when tested shall be allowed the following tolerances 1 dB per
71. ntroller Labeling Tape Camera Equipment 1 Camera 2 Mounting Hardware 3 Power Supply 4 Cables 5 RuggedCom Switch Interim Traffic Signal 1 Wood Service Poles 2 Vehicle Head Hardware 3 Pedestrian Head Hardware 4 Span Wire 5 Guy Wire Anchors amp Hardware 6 Junction Boxes on Poles 7 Weather Entrance Heads 8 9 Span Sstabilization amp Guy Wire I Bolts and Hardware 1 Ultratite Type UL Liquid Tight Flexible Metal Conduit SECTION 4200 a All new signal standards shall be shall be painted with the Millerbernd Factory Finish Paint Coat Specification using the Millerbond I2 ZRU Paint System with a clear top coat Colors shall be as follows li iii vi vii viii Transformer base gloss black Mast arm yellow or gloss black see plans Signal head mounting hardware yellow or gloss black see plans Shaft yellow or gloss black see plans Signal housing yellow or gloss black see plans Pedestrian push button post yellow or gloss black see plans Pedestrian push button housing yellow or gloss black see plans Signal head doors back plates and visors flat black Yellow color shall be No 13538 of Federal Standard No 595 B Page 5 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 b All areas requiring painting or touch up paint shall be prepared as follows i If rusted 1 Completely remove all rust and loose paint 2 Sand all painted areas with 40 to 100
72. on will be determined by the Engineer in the field and labeled at the foundation by the Contractor The conduits shall be plugged with a 2 expandable pipe plug d Anchor Bolt Plate i Four 4 anchor bolt plates shall be provided for all 4 inch signal standards See detail Page 29 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 e Beacon Indication Alignment i Type V pedestrian beacon heads mounted on 4 signal standards shall be leveled on all 4 sides and aimed to the center of the oncoming traffic lane 200 feet from the pedestrian crosswalk f Cabinet Wiring Diagram i The following items shall be labeled on the Cabinet Wiring Diagram 1 The field wire terminals for the Beacon Head Control Cables shall be labeled with the direction NB SB etc 2 The field wire terminals for the pedestrian push button cables shall be labeled with the direction and location of button NB S Side etc 3 Provide an AutoCAD drawing file of the as built cabinet wiring diagram All text on the cabinet wiring diagram shall use the Arial style font 5 Contractor is responsible for pickup of cabinet prints and for returning one revised print to the cabinet in the field and returning all other copies to the sign and signal shop g Spare Equipment i The Contractor shall provide one spare flasher and one spare flasher relay for each cabinet supplied on the project h Wire Mesh i Type V pedestrian standard bases shall have w
73. ontractor All equipment mounted in a switch box of the size CITY OF FARGO SPECIFICATIONS 2012 Page 22 SECTION 4200 shown on the Plans shall be arranged installed and wired as required The local utility company shall be contacted for specific locations of feed points The utility company will furnish and install the required single phase voltage service connection and any required meter All traffic signal or combination traffic signal street light feed points shall be pad mounted The cabinet shall be NEMA rating with lock drip shield and a 10 gauge steel back panel with 2 spacer behind the panel The panel shall be painted white The cabinet shall be constructed of welded anodized Duranodiz 311 finished aluminum or stainless steel minimum 125 thick with non corroding hardware The minimum size shall be 60 high 27 wide 14 deep larger size may be required based on number of street light circuits with a 3 point latch pad lockable handle Cabinet shall be weatherproof Padlock shall be obtained from the City of Fargo Engineering Department The Electrical Company may require 2 electrical meters for traffic signals and 1 for street lights This shall be incidental to the price bid for Feed Point Feed points shall require two ground rods that are spaced 6 to 7 apart A lightning protection device shall be installed on the feed point incoming lines to prevent lightning surges entering through the wiring from
74. ow and green vehicle indications The price bid shall include all materials and labor for each L E D vehicle signal installed h Installing L E D pedestrian signal sections shall include furnishing and installing 16 L E D countdown pedestrian signals manufactured by Dialight GEL core or approved equal into the existing pedestrian signal head housing The price bid shall include all materials and labor for each L E D pedestrian signal installed 9 VEHICLE DETECTION LOOPS Detail 5 4 a Sawed Vehicle loops shall be shown on the plans and the Loop Detector Detail Sheet The loop location shall be marked on the pavement The loop shall be placed in the lane for which it was intended perpendicular to the lane and to the size shown in the Contract The Engineer may move the loop location longitudinally to avoid joints pavement cracks manholes and other Page 11 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 obstructions All vehicle loops in milled areas shall be sawed after the surface has been milled and prior to the final lift of new asphalt b Interruption of the normal flow of traffic shall be the minimum time necessary for installation of the road loop Work shall not begin until all material equipment and personnel are at the site Type III Barricades warning signs and flag persons shall be placed to protect the workers and the traveling public c Conduit shall be installed from the pull box to the gutter or roadw
75. pass Switch 5 Signal Cabinet Circuit Breaker Feed Point Cabinet 1 Surge Protection 2 Circuit Breaker 3 6 Power Wire THW amp RHW OO s ON SUC Cb _ Page 3 CITY OF FARGO SPECIFICATIONS 2012 iv EVP System 1 Opticom Detector 2 EVP Confirmation Light 3 EVP Mounting Hardware 4 Opticom Cable v Fiber Communication 1 Fiber Optic Cable 2 Fiber Optic Pigtail 3 Fan Out Kit 4 Fiber Optic Connectors 5 Fiber Optic Jumper Cables 6 Fiber Optic Distribution Panel 7 Fiber Optic Splice Cabinet 8 Fiber Optic Tyco Splice Enclosure 9 4 Port Active Optical Star Coupler vi Vehicle Heads 1 Housing 2 Back Plate 3 LED Sections 4 Mounting Hardware 5 Visors vii Pedestrian Heads 1 Housing 2 Visor 3 LED section 4 Mounting Hardware viii Signal Standards 1 Standard 2 Mast Arm 3 T Base 4 Anchor Bolts 5 Bolts Nuts amp Washers 6 Luminaire Extension amp Fixture ix Pull Box 1 Frame 2 Cover x Pedestrian Push Buttons 1 Button 2 Housing 3 Sign 4 Post xi Detection Loops 1 Loop Wire 2 Loop Sealant 3 Loop Lead in 4 Splice Kits Page 4 SECTION 4200 CITY OF FARGO SPECIFICATIONS 2012 xii xiii xiv XV XVi xvii SIGNAL PAINT The traffic signal system components shall be painted in accordance with the following Conduit amp Innerduct Signal Control Cables 1 No 14 AWG 12 2 No 14 AWG 7 3 No 14 5 4 No 14 AWG 3 5 No 14 AWG2 Master Co
76. r s directions for use 5 Re install all pedestrian push buttons and signs Re install iron pole plates for vehicle heads as per detail Remove all masking The Contractor shall warrant and guarantee all materials work and equipment for a period of at least five years from the date of final acceptance Contractor is required to get a certified warranty from Devoe to the City of Fargo covering all labor and materials if the paint fails Cost of warranty shall be included with the price bid for Paint Signal Standard Page 7 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 5 PULL BOXES a Install PVC Box Detail 5 4 i Pull boxes shall be PVC with metal frames and covers and shall conform to the detail included in the plans ii Pull boxes in landscaped areas shall have the top of the box 0 to 1 above final grade and sloped to match the slope of the final grade on all 4 quadrants Pull boxes in concrete area shall be set with the top of the box flush with the final grade at all 4 quadrants b Install Fiber Pull Box Detail 5 10 i This shall include the cost to supply and install a Quazite pull box The size shall be 30 x 48 x 48 deep with no base The cover will be 1 3 4 thick secured with stainless steel bolts and have a logo of Traffic Signals The base and cover shall be made from Quazite and sustain a minimum test load of 12 000 Color shall be gray Pull box shall be a PD style enclosure that has a
77. sides The termination shall be coated with red insulating varnish with a dielectric strength of 2100 volts mil The varnish shall be applied immediately after the terminations have been made The terminal block shall face termination side face down in the transformer base 24 CAMERA SYSTEM Detail 5 9 This shall include all camera wires camera equipment specified and all labor involved in providing a fully functional camera system that can be view on the City of Fargo network Page 31 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 a Equipment i RuggedCom switch specified on plan ii CAT 5 direct burial cable iii No 16 AWG 3 cable iv Pelco IWM GY mount v Pelco WCSI 4 power supply vi PA402 pole mounting bracket vii Pelco SDN435 PG E1 Spectra IV network color B W dome with 35X optical zoom and image stabilization viii 20 AMP four receptacle outlet with surge protection ix Fiber optic jumpers Page 32 CITY OF FARGO SPECIFICATIONS 2012 SECTION 4200 PART 2 MEASUREMENT amp PAYMENT LINEAR FOOT These items will be measured and paid by the Linear Foot as follows Conduit Conductor Cable Opticom Cable Fiber Optics Cable Loop Wire Loop Lead in Cable Saw Slot Coaxial Cable ro mo ao se EACH These items will be measured by the number installed Separate measurement will be made for each size or type if more than one size or type is installed These items are as follows Paint Traffic Signal Standards San
78. sting mast arm poles unless otherwise shown on the mast arm detail sheet Each detector tube shall be aimed at a point 1800 from the intersection towards the associated on coming traffic The indicator lamp shall be angled downward 1 notch from level and aimed at a point 1800 feet from the intersection b The Opticom Priority Control System shall be an Opticom Model 764 Multimode Phase Selector c Install EVP L E D indicator lamps for all phases when new cabinet EVP system is in place and operational d The Contractor shall notify the Fargo Fire Department when EVP is taken out of service and returned to service e The Contractor shall setup and verify the EVP detector operation within one week of the signal being operational to traffic Contractor shall test range with a Contractor supplied EVP emitter at a distance of 1800 from the intersection City will set the EVP range at the initial inspection f The EVP system shall be wired with an approved opticom cable that is recommended by the Manufacturer for the EVP detector i Top Tube Pre emption 1 amp 3 Blue Wire ii Bottom Tube Pre emption 2 amp 4 Yellow Wire g The Contractor shall follow Global Traffic Technologies instructions for all opticom cable connections If only one circuit is needed wire both tubes as assigned above Cap the unused pre empt opticom cable wire in the controller cabinet Aim both tubes in the one direction that is being used 12 CONDUIT a Non
79. ted pair with a foil shield with drain wire and a polyethylene jacket The loop lead in conductor shall not be spliced except at the pull box where this conductor and the loop conductor are spliced together Loop lead in conductors shall be lightly sanded cleaned with an approved method and wiped clean with a clean towel then wire nut or crimp connected then encapsulated in an epoxy splice kit manufactured by URASEAL Product No CK200B Conductors in the splice kit shall not be taped together Loop lead in and loop wires shall have sufficient slack to extend a minimum of 6 feet above the pull box opening and installed in the pull box with the splice kit taped to a length of 1 PVC such that the splice is secured in the upper 1 3 of pull box Before pouring the sealer the loop shall be checked for continuity inductance and insulation resistance The test shall be made in the Engineer s presence and the necessary equipment needed to perform these tests shall be furnished by the Contractor The City reserves the right to retest and these test results shall govern the acceptance or rejection of the loop installation Tests shall be made as follows 1 Continuity Test Each loop detector circuit shall be tested for continuity at two locations i Loop detector at the pull box before splicing with the loop detector lead in cable shall have a value less than 0 5 ohms ii Loop detector and lead in cable system at the traffic signal controller cab
80. under any weather condition Page 8 CITY OF FARGO SPECIFICATIONS 2012 7 SECTION 4200 FARGO TYPE B CABINET Detail 5 3 a The Cabinet size shall conform to the details shown in the plan and the following i Type A Cabinet shall be size height 51 width 36 depth 17 ii Type B Cabinet shall be size P 44 56 x 44 x 25 5 Anchor bolts must be set into controller foundation when poured When installing the cabinet on the concrete foundation a bead of high quality silicone caulk shall be placed under the bottom flange of the cabinet within one inch of the outside edge of the cabinet An additional bead of high quality silver silicone caulk shall be placed continuously around the outside of the cabinet at the seam between the cabinet and the foundation exposed outer cabinet seams shall be sealed with a bead of high quality silver silicone caulk The Contractor shall supply a fully wired and terminated NEMA cabinet from the pre approved supplier list below The controllers shall be supplied by the same manufacturer and be of the same model number and most recent software City of Fargo Type B Cabinet Assembly with a MARC System EPAC 3808 Model M 52 Series Controller with Fiber Optic Communications manufactured by Siemens supplied by Brown Traffic Control Davenport The conflict monitor shall be an EDI SSM 12LEip All cabinets shall be wired for use of either 2 Channel or 4 Channel Global Traffic T
81. x Contractor is responsible for pickup of cabinet prints and for returning one revised print to the cabinet in the field and returning all other copies to the Sign and Signal shop located at 510 5 St N A complete cabinet conflict monitor test shall be performed and passed by the Contractor just prior to the uncovering of the traffic heads The City will supply the conflict monitor maintenance record test form The instructions on this form must be followed completely before the signals are used Contractor is responsible to provide a flagger traffic control person for the intersection while the conflict monitor test is performed The Contractor shall provide two spare load switches and one spare two channel vehicle detector for each controller and cabinet supplied on the project All load switches provided as part of this project shall be equipped with both input and output L E D s Controller working slab shall be 6 feet wide and extend a minimum of 4 feet from the face of the controller foundation The slab shall be 4 inches thick and reinforced with 6 x 6 x 10 GA welded wire fabric and shall be tied to the controller foundation with 18 inch long 3 rebar spaced 18 inches on center The controller working slab shall have a slope of 25 inches per foot away from the controller cabinet foundation The closest point of the top of the slab to finished grade shall be 2 inches above grade except where matched to sidewalk grade Working slab shall b

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