Loading...
HomeMy WebLinkAboutzT-2127Set/ SEE SHEET Q _ _ - ` _ - 1 1/2' COf1DUIT SCH 40 __ - - -- _ - �- y qp� �S 1 i' -�• • ';�l I IS—- ---- GRAVEL. PARKING AREA .."� \ i� SIDEWALK N p I ° 2. 1. cn co +° S Ni S EWER 5'1 37-8- - -dhF�IER HC�rAtiE - -�t - --- / EDGE OF — Ln p�" ++ �]RA` ✓EL DRIVE J - - --- -I% JEFFERSO W 1_ 191-12° N� ° �� I - SCALE) 1" - 20' ASPHALT / + £ r - _ , • • 3 =gam' W 93,47 12 II BROKEN ASPHALT DRIVE N £ 1 p 1 I / f , _ +o - - -1 - OW LUMINAIRE - .- w 24' _ „ NOTE: 2 DS STREET LIGHT CONDUIT REQUIRES I FND REBAR & CAP / -' -S 3933' • 24 INCHES OF COVER MINIMUM 1 1/2" CONDUIT SCH 40 B. 0 ' - _- - - !� ^ -" / /+ ) DAVIT S�OOLLEE AND NCl ION �TYPICAL()ESIGid'B'JU BOX 10 / 1 1/2" CONDUIT SCH 80 B. r PHOTO CELL CONTROL W w TELE. J -B it O PWR. POLE Z INCOEPAD L23/ N • 5" • 313.82 24 F % 2 8 Fl L22 12" -F�b - NPVC CONDUIT SYSTEM _ - -- - -- - --- - -- -- - -- - - - - -- - — �1 y lot o O ro� � m 0 y � 1 z � w , ti ti V r 5. THE CONTRACTOR .- INSPECTION PURPOSES, 24 -HOURS BEFORE COMMENCING WORK NO WORK SHALL BE COVERED UNTB- (U JEFFERSON AVE. NE.- ITS BEEN EXAMINED BY THE INSPECTOR. 8. MAINTAIN CLEARANCES FROM SUCH FEATURES AS PROPERTY LINES, LOCATION OF DRIVEWAYS, FIRE (2) - #8 USE - XLP (1) 8# USE -XPL NEUTRAL STA. 3+40..03._ STREET LIGHT SERVICE CABINET -� / C-38, HYDRANTS AND ANY OTHER FEATURES. MINIMUM CLEARANCE FROM DRIVEWAYS SHALL BE 10•FEET, /� (3) _X10 USE -xLP (2) - #8 USE - XLP W PRIMARY EMERGENCY SHEET N0. MINIMUM. CLEARANCE FROM CURB 3D- INCHES. �\ — p 7. CONTINUITYAND MEGGER TESTS SHALL BE CONDUCTED AND ANY DEFECTS NOTED SHALL BE CORRECTED Q (2) _ #R8 USE - XLP Z ACCESS ROAD SCALE. 1" — 20' PROJECT N0.6 Z(74 BEFORE FINAL, ACCEPTANCE OF THE ELECTRICAL SYSTEM FOR STREET LIGHTS. (NE. 23rd STREET) T 8. PROVIDE AS -BUILT DRAWINGS AT COMPLETION OF PROJECT. ��/� O �t �Z� �„ • ® Z I Z% - - I I f I I L I '&I I I I'A I I I I I A I 9 1l0 1i1 12 1� g 14 1i5 16 17 18 $1�9 2 C 9 18 17 16 15 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 R1 �o Z V11- Q _ _ - ` _ - 1 1/2' COf1DUIT SCH 40 __ - - -- _ - �- y qp� �S 1 f` N p I ° 2. 1. cn co +° S Ni S EWER 37-8- - -dhF�IER HC�rAtiE - -�t - --- o+ N \ A +s ° 1 0- AVE_ N__ - -- ------------------ - --` -- -- . oo A. e a 4 @� — Ln p�" ++ �]RA` ✓EL DRIVE J - - --- -I% JEFFERSO W 1_ 191-12° N� ° �� I / + £ r - _ , • • 3 =gam' W 93,47 12 II BROKEN ASPHALT DRIVE N £ 1 p 1 I V1 _ +o - - -1 - OW LUMINAIRE - .- w 24' _ - _ - -- -- � -- - / (TYPICAL) �� O' EXIS ISFG TR ET LIGHT Z - — — — -� 14° F - 9 • I 24 F 3Y F - • 5' WIDE ALK TELE. J -B it O PWR. POLE Z -� • 5" • 313.82 24 F % 2 8 Fl L22 12" -F�b - 5' WOOD FENCE 1 CITY MON. #3 ?5 1 a ��24- - F . • • —®- / \,2 • 14" STA. 0 +00.00 Z_ JEFFERSON AVE. NE.= @ 12' F / I8° F 23" F EDG; OF M• •15' 608 67' ,12 M 1 F / • • (n STA. 6 +11.87 ASPHALT \ _ • 6' BS • _ _ 24 F 0 20' F HARRINGTON AVE. NE. \ 380 FND REBAR & CAP ' 'LS 5524' _ STA. 2 +84.59 _ • 20' F LUMINAIRE CIRCUIT 6= CYCLONE FENCE MAST ARM MOUNTING \ \ TYPE LENGTH HEIGHT SOURCE LOCATION \ JEFFERSON P.C. STA. 5 +07.44 AVE. NE. = 1 -3853C 1 2-3855c 1 II 4' 25' 150W 1 +15 \ II a 25' lsow 3 +28 \ \ STA. 11 +64.77 3_3857C 1 11 4' 25' 150W 5 +70 \ SECONDARY EMER. NOTE: THE PROJECT ELECTRICAL ENGINEER SHALL REVIEW STREET 4 -3859C 1 II 4' 25' i50W 8 +10 \ ACCESS ROAD LIGHT DESIGN BEFORE ANY MATERIALS ARE ORDERED. 5 -3861C 1 If 8' 25' 150W 10 +00 AN �-- NOTE: - STREET LIGHT CONDUIT REQUIRES //f 1 AUNeMN BOX- A. IN CSR iS � 25' DAVIT POLE AND 24 INCHES OF COVER TYPICAL DESIGN "B" JUNCTION BOX / ��- MINIMUM 3, 0 / - \ ' g• �� �i50W LUMINAIRE f� I \ 1 1/2' CONDUIT SCH IN CONCRETE - L24 "A. _ __ ° -' / 25' DAVIyPQLE AN + \ 1 1/2° CONDUIT SCH 40 �p�L DESIGN "B" JUNC;'f101>FB C If) Ld r PVC CONDUIT SYSTEM i IN CONdRETE PAD / f 2 1 1/2" CONDUIT SCH 4C N \/ L 1 —\ 9 --v - , - - - - -- + __-- - - - - -- L18—� _ JEF SON F AVE• 5 ° N + ° _ _ — N,E, ° C13 _ — -- • • — 1-26 —� — °� N. � F r-I • • Cl W — — — e 1 •�1 20° F 12, • -�� ° e 2 4'„ 20 — • • J "I8,< • 1-25 24� D� 101, & 12, ( 9/ • 12" F 24' F 14' F 16 F _ �u 20 „vF 20” F • • •N - ., _-� • „2 ,; • ���0 18. • / �j�4" 18 s 24" F- 14" F �\ / C19 �_ � , 608.67 GENERAL CONSTRUCTION NOTES - - _ '' 10° & 12" M a (v4 /' F — — - — --�� 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTOM STANDARDS SPECIFICATION AND THESE PLANS. ' CYCLONE F CE 90*51/31//E `/ 116 9 1 'aJ --CYCLONE FENCE BROKEN DOWN 2. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIALS APPROVAL AT THE a INSTALL ALUMINUM DAVIT STYLE LIGHT STANDARD WITH 150 WATT H.P. SODIUM VAPOR LAMPS WITH 25 FOOT IN THIS AREA EARLIEST POSSIBLE DATE. MOUNTING HEIGHT_ 3. ALL WORK SHALL BE CONSIST ENT'Wiiti UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SUU �� ----�� CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK AND Fy INSTALL TYPE 'B' JUNCTION BOX COORDINATE WORK WITH UTILITIES THROUGHOUT THE PROJECT. �l _ F- r n v J 3�O � P.T. STA. 6 +57.25 P.�+ STA. 5 +07'44 P.C. 4. THE CONTRACTOR SHALL RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR O INSTALL STREET LIGHT SERVICE CABINET 120/240 SHALL NOTIFY THE AFFECTED UTILITY. COMPANY AND THE CITY IMMEDIATELY UPON DAMAGE VOLT TYPE III SINGLE PHASE GROUNDED NEUTRAL NOTIFY THE CITY OF RENTON FIELD INSPECTION DIVISION (2775570) FOR SERVICE. (� LEGEND STA. 8 +01.26 TYPE "B" JUNCTION BOX lot o O ro� � m 0 y � 1 z � w , ti ti V r 5. THE CONTRACTOR .- INSPECTION PURPOSES, 24 -HOURS BEFORE COMMENCING WORK NO WORK SHALL BE COVERED UNTB- (U JEFFERSON AVE. NE.- ITS BEEN EXAMINED BY THE INSPECTOR. 8. MAINTAIN CLEARANCES FROM SUCH FEATURES AS PROPERTY LINES, LOCATION OF DRIVEWAYS, FIRE (2) - #8 USE - XLP (1) 8# USE -XPL NEUTRAL STA. 3+40..03._ STREET LIGHT SERVICE CABINET -� / C-38, HYDRANTS AND ANY OTHER FEATURES. MINIMUM CLEARANCE FROM DRIVEWAYS SHALL BE 10•FEET, /� (3) _X10 USE -xLP (2) - #8 USE - XLP W PRIMARY EMERGENCY SHEET N0. MINIMUM. CLEARANCE FROM CURB 3D- INCHES. �\ — p 7. CONTINUITYAND MEGGER TESTS SHALL BE CONDUCTED AND ANY DEFECTS NOTED SHALL BE CORRECTED Q (2) _ #R8 USE - XLP Z ACCESS ROAD SCALE. 1" — 20' PROJECT N0.6 Z(74 BEFORE FINAL, ACCEPTANCE OF THE ELECTRICAL SYSTEM FOR STREET LIGHTS. (NE. 23rd STREET) T 8. PROVIDE AS -BUILT DRAWINGS AT COMPLETION OF PROJECT. ��/� O �t �Z� �„ • ® Z I Z% - - I I f I I L I '&I I I I'A I I I I I A I 9 1l0 1i1 12 1� g 14 1i5 16 17 18 $1�9 2 C 9 18 17 16 15 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 R1 �o N.W. 1/4, SEC. 4, T.23.N, R.5.E, W.M. LIGHTING STANDARD a JUNCTION BOX SQx d Ds 1 u filed 2'N.P.S. LUMINAIRE SPECIFICATIONS M -40OA2 & M-25OA2 /:LI°`ITTEA Re9tdatuon - At any �P voltage, from rtorreirtaE through rife lamp wattage LOi9L7 L/n!E --'a / _ 2P This specifications Coves the requirements for a street lighting luminaire, with integral regulation spread at that lamp voltage stlall riot exceed 18% for f 10% tine /�Q" N �--- 71 ^ -�1 ballast, for use with a horizontal burning High Pressure Sodium. //8+ ® �B" oiy <'J �' °' °:'. ".• ;'o: :•• 41/2-0.0. The hJmnaire manufacturer W■ ballast electrical data and ss WALL BRACKET DETAILED REQUIREMENTS lamp �G!/TT //✓� 4. • ALUM. ALLOY 6063 -T6 volt -watt traces for nominal and L10%rated6te t0 :• _s. >- .R ° ^.__ =a: ;•:;1 q L_ e v 1. HOUSING ballast performance and compliance with lamp spe�pWns. for the rated K /NOS :vi o . O 'Aa . - '• P: 3' �' life of the LEN67f/ =¢ %B" > r `/ ^ °: 4 °DEEP. e •. e 11 '•:'p: V2'•BNC LOCK BOLT a. The housing shall be a precision aluminum die -cast. O /aMETER= 7/8" gC;`�_�� :a^ Q = 4 .0�9:�� •;,�'. �: ;., ,Id 2 -MGR. ,e - B S. S. This housing shall enclose the slipftter, reflector, lamp socket terminal Starting Requirements - The ballast must reliably start and operate the lamp F _ P -. board and ballast components. in ambient temperatures down to -40 deg_ F for the rated life of the lamp. =•arF JUNCTION eox t\ FLASH ,DINT p EPDXY EPO.ry STREET LIGHT POLE b. Provision shall be made on the top housing to permit leveling of the unit FILL F /LG PLAN VIEW C. The housing shall be of adequate size to allow for operation of all of the current 1' Current dung starlit g muss not exceed normal operating �� r SIDE VIEW components within their designed operating temperatures. d. Housing shall be able to withstand 1000 hour salt spray test Per ASTM 117. e. The housing shall have an acrylic base electrocoat futish, the color to be Lamp Cuffw.t Crest Factor -The lamp, current crest factor shad not exceed ASA 70 gray. 1.7 for ± 10% line voltage variation at any larnp voltage, for nominal trough M e_ � � 2. SLIPFITTER Ballast Power Factor- The power factor of the larnp'batast system, shall not /ML/r✓E .5'1JQE !Y)ESPIJCE D CONCRETE PAD DETAIL TAPERED ALUM. POLE IBB WALL ALLOY 6063 -T6 drop below 90% for 10% ine voltage variations alt any lamp voltage. through _ NO SCALE f SATIN GROUND FINISH a. The slipfitter shall be suitable to accept a 1 -1/4" to 2' pipe and shall contain life. a pipe stop. . JUNCTION BOX DIMENSION TABLE A b. Clamping and leveling of the luminaire to the mounting pipe shy be (for Variance - The ballast design shall be such that the normal SPLICE KIT DETAIL /FUSE KIT DETAIL accomplished by the tightening of 4 bolls which shall be accessible from manuilactuing tolerance for capaators of :t 6% will not cause more than a within the unit. ±8% variation in rated Re forrhDITIl llane C. No re- arrangement of parts or separate parts shall be required when reghdatorhtrfwgh larthp voltage. NO SCALE mounting the unit to either 1 -1/4" or 2' pipe. 10_ PHOTOELECTRIC RECEPTACLES 3. LAMP SOCKET 1 umlinaries with photoelectric receptacles shall be in accordance with EEI -NEMA 4� standards and prew red to tee terminal board and quick disconnect plugs and Shan I _ a. The lamp socket shall be a mogul porcelain enclosed be adjustable without tools' The rating of the socket shall exceed the lamp starting voltage. b. The screw shell shall contain Integral lamp grips and the center contact shat 11_ PHOTOMETRIC PERFORMANCE i IOOAI LTG, be non - cantilever spring loaded. MAIN C. The socket shall be adjustable to any of two vertical and four horizontal When used with the (200.250'310,400) High Pressure Sodium Lamp, the lum noire 13 positions. shat produce a tight dstnbution. The photometric performance of the LTG.: LTG. the ton abl M R ITEM K TYPE BOX TYP 1 m]nn1E TYPE 2 Box Outside 2Y 2 33" B Box Outside W 17 17 2 1 2 C Box Inside Lm 18" 1 J" 28" D Box Inside W 15' 14 17 E Lid Length 18" 18' 6 1 F Lid Width 13' 13' 17 G Box Depth 1 12• 1 H Lid & Frmne 5 15 5 16' 5116- i III lhidmess tiro. 1 1 r 1 11r 1 1/2' K Wire Reirdorc W -3 W -2.5 W -2.5 L L end See Detm See Del-;' See Detail Ir C I SHAFT I I 1 L I o i 0' 701 BOLT CIRCLE 1 - - - -_- _- - -- .(4) 1' BNC GALV. 6TL. 4112 "O1 BOLT ANCHOR BOLTS WITH JfIl9 ABOVE FINISHED - PUW NEW NUTS AND WASHERS-� ,W /p GRADE. R. 151 HANDHOLE 4 "CONCRETE 4 "16 "0 PENING PA0. W /COVER AND ....e.�n IG-o.. ' " krrmhare shall as a mirumuin COnlfOmm t0 appropriate OWifg e_ I Jun_ ^1ft¢teiY I S f G. 5. SCREWS l.: :': •;l d. Socket shall conform with TDJ -147 specification of EEI Standards. LTG. I GFI. _ BA E FLANGE ALLOY : 4. REFLECTOR /A/STALL D GAL NUMBER,s 2 ;Cox- ITEM MATERIALS i .^r; r B" t E: j -�- ,•• 356 -T6 WITH BOLT E SIG I BOX 60LM1 PSI EDDVete See Notes i K COVERS 86.5. SCREWSir' egr0ssarnsE "r1CAGEY i * Frame Dimrwnd Plate Steel - A785 I t" -I:a rV Z @lZl,� ELEVATION NEW a. The reflector shall be of aluminum hydro-form construction finish with the At,,rxC , a aaY s Lid Su o 1 Art Sled L m L - 1�=1 NEUTRAL Alglas process. µT�NCmhse • Lid Diamond Plate Steel - A786 b. The reflector shall be rigidly mounted within the housing to assure a firm 50' IN 100's A/1//LJBE.i�1W EXAMPLES --- Anchors Steel Wire or Tee Plat surface for proper sealing when the unit is closed. A 2 Reif ASTM A -82 Steel ^ c. Gaskets between the reflector and glassware shall be made of Ethylene d:4 I Q `GALVANIZED STEEL ,ro ��; STANDARD 25' DAVIT POLE_ DETAIL Propylene Diane Monomer Rubber. The optical assembly sh�also contain LEGEND DETAIL (trot L) Ir�°i h l NO SCALE an activated charcoal filter to be effective both mechanically and chemically c GRAVEL PAD 'in removing airborne particulate and gaseous matter and assure proper SIGNALS COMPACTED breathing of the optical assembly. This fitter shall be so located so as not (0] LIGHTING to interfere with the light distribution. 4677Ze SuF7xso LET7FQOREF /XEC a Q TS -LT TRAPnc S GNAL sysrEU t MEND G/7Y oWA/EJ7 QU6ET Pv►Y6R lO 100 A. PANEL E TELEMETRY TYPICAL JUNCTION BOX INSTALLATION DETAILS TO GUM /NA /RE OWNED BRANCH BREAKERS 5. REFRACTOR 6 6 AS REO D r TYP /LAS DES /G!/ E" -Force Gotten rah 11e' W. 0 LITI m TYPE '1' BOX I•°-/ -'C� Q2 2 "MALE FEMALE P.0 ,foul- a oN Dtart,it '� ...1 V- I e/UNLT /ON .gOX FUSE K /TS J4 M/N a. The refractor shall be of borosilicate prismatic glass_ � --�- BUSHINGS Pattam txfore foeTelmg rr "°°"it I�I�J, 0 TYPE 'll' BOX OU.sMP NLJNE FNSE p� /N HOLE T rotten_ RIUMNATiON SYSTEM LEGEND 6. DOOR GLASS HOLDER -DOOR ` ! )'" 4 Q PE CELL TERMINAL HOOK DETAL r.ro PLAN SYMBOLS KTS -S. E.G. OREOUAL TOPOFCONGPETE l 2. 2.� STRIP NOTES: a--.4 SPVCE K /TS 10/LEYEL STN a. The door glass holder -door shalt be secured and hinged to the u h - a RACEWAY WITH upper mpg i 3" REMOVABLE COVER All dimensions are minimum_ bract configurations very among different manufacturers. cc EAR EPOxr Sa LE GROUND LU6 CIR GUR6 WALK housing at one end and latched to the upper housing at the opposite end 5 TEST SWITCH KITS ON ALL 7NRU 2 VN GROUT \ The noted lid thickeners overall minimums_ The Diamond Pattern for Type 9 or Type 2 w /Re RUNS UN1oZv1 LEaaSE with a spring loaded stainless steel latch piece. The latch shall be of such 41 rcoN rE T T ©GPI. RECEPTACLE Boxes shall be 267. minimum of overall thickness. ¢ size as to permit opening by a lineman when working with fneman's gloves � o Lid support members shall be welded to the frame. s 9•• 1 PAS when the luminaire is mounted either in it's normal position or upside down. LIGHTING CONTACTORS G-�ElJ As R 400DPSl concrete s allowed If box reinforcement consists of 6 X 6 - W3 X W3 welded plir= 7..... TERMINAL. BOARD a. The terminal board shall be molded of Fiberglass Reinforced Polyester- protective barriers between each terminal_ b. The terminal screws shall be of the captive type and each screw shall be equipped with wire grips which will automatically be raised and lowered as the.terminal screw is operated. Terminals shall be capable of accepting up to #6AWG conductors. C. All components are to be prewired to a single terminal board requiring only customer connections to clearly identified terminals. d. Terminal' Board shall be a Dead Back design with no exposed electrical components. 8. HARDWARE a. All hardware shall be of non - corrosive or suitably protected metal, plated where necessary to prevent electrolytic action by contact with aluminum. 9. BALLAST a. ' The ballast shall be of the built -in design mounted within the luminaire in such a manner that it can be easily disconnected by simple disconnecting plugs. b. The ballast and other auxiliary- equipment shall be mounted on a separable die -case component of the luminaire to facilitate replacement. C. The High Pressure Sodium ballast shall be of the Magnetic Regulator design rated for volts. d. Ballast core laminations shall be of high quality electrical grade steel welded together to minimize noise and assure trouble free operation over the life of the luminaire. e. Ballast coils shall be precision wound on formed insulating bobbins and terminals shall be of a push on type connection. I. Components to provide the high starting voltage required by the High Pressure Sodium lamp shall be mounted on a plug in assembly for easy servicing. g. General - Compliance with lamp specifications The ballast shall be capable of starting and operating one (200,250,310 and 400) watt High Pressure Sodium lamp from a nominal (120,208,240,277 or 480) volt 60 hz power source within the limits specified by the lamp manufacturer. The ballast, including starting aid, must protest itself against normal lamp failure modes. The ballast shall be capable of operation with the lamp in an open - - or short circuit - - condition for six months without significant loss of ballast life. The fixture manufacturer shall submit a statement to the effect that the ballast to be furnished is in full compliance with lamp ballast specifications available to the fixture manufacturer from the lamp manufacturers at the time of bidding. Lamp Wattage - For nominal line voltage and nominal lamp voltage, the ballast design center will not vary more than 5% from rated lamp watts. P!_ArV V6h/ 6 G DKAL SYSTEM DETAIL ' NO SCALE TEST SWITCH 1 I' B B TERMI STREET LIGHTING CONTACTOR BLOCk CABINET WIRING SCHEMATIC TYPE 3 SERVICE 120/240 VOLT TYPE 3 - 100 AMP MINIMUM C JUNCTION BOX DETAILS LIGHT /NG SYSTFy G W /RE5 TO NO SCALE GON7.96TOR 3 SO.ORO /A. B A B STREET LIGHT GovcRETE CONTACTOR CABINET & CABINET FOUNDATION S� Y 8 FOUN4f T /ON D`LL.:MAIN�:`B @6AI(ETi(MINJ - ccaPEZ -cLao . GROUND .POl7 2 POLE 240 VOLT .Q LOAD CENTER m � TYPICAL LIGHTING UNDERGROUND SYSTEM O AMPBRANCH a DETAIL NO SCALE BREAKERS E TEST SWITCH & UTILITY PLUG 120/240 VOLT Z -VENT 2" N.P.S. SLIPFIT TER 16 POLE A _ STREET LIGHTING I°i �°I CONTACTORS 20 AMP B H I BRACKET CABLE 2„ R ls' 1D. MIN. MIN. UTILITY FRONT VIEW PLAN VIEW SIDE VIEW PLUG STREET LIGHTING CONTACTORS CIRCUIT R R R R Ea D O SERVICE FEEDERS e i wire fabric welded to the frame. When noted in the controcL Type 2 and Type 3 Boxes shall be provided with 12" deep ..extension boxes......... - = (Ijl�llip_ -Itlll . ra BARE COr°PEK -. } a _ °• IIII I IIlllll II I I II Ili III° III 16 "MIN. NEAREST When noted in the contract_ Type 2 Boxes shall be provided with a 10' X 27 1/2" to gage divider plate complete with fasteners. 6ROUN•OYJ /RE - GROUNp CLAMP i, it tl it ,Z D. RED JACKET.. (LOAD) z Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20 Load Test _ E. GREEN OR. BARE COPPER (GROUND)I DID II If �I 2-(S/ZEO AS i7E0UIRE0 ) P/G CONDUIT SYSTEM II L TYPE 3 - 100 AMP MINIMUM C JUNCTION BOX DETAILS LIGHT /NG SYSTFy G W /RE5 TO NO SCALE GON7.96TOR 3 SO.ORO /A. B A B STREET LIGHT GovcRETE CONTACTOR CABINET & CABINET FOUNDATION S� Y 8 FOUN4f T /ON D`LL.:MAIN�:`B @6AI(ETi(MINJ - ccaPEZ -cLao . GROUND .POl7 2 POLE 240 VOLT .Q LOAD CENTER m � TYPICAL LIGHTING UNDERGROUND SYSTEM O AMPBRANCH a DETAIL NO SCALE BREAKERS E TEST SWITCH & UTILITY PLUG 120/240 VOLT Z -VENT 2" N.P.S. SLIPFIT TER 16 POLE A _ STREET LIGHTING I°i �°I CONTACTORS 20 AMP B H I BRACKET CABLE 2„ R ls' 1D. MIN. MIN. UTILITY FRONT VIEW PLAN VIEW SIDE VIEW PLUG STREET LIGHTING CONTACTORS CIRCUIT R R R R #1 CIRCUIT WIRES TO LIGHTING RUNS •' � 1 PHOTOCELL WIRING COLOR CODE TOGRC ROD MOUNTED ON A. WHITE JACKET (NEUTRAL) STRAIN RELIEF DETAIL C NEAREST B. BLACK JACKET(LINE) LUMINAIRE C. GREEN JACKET (GROUND) n 1 ,Z D. RED JACKET.. (LOAD) z CO E. GREEN OR. BARE COPPER (GROUND)I DID H CONTACTOR CABINET DETAILS NO SCALE Tito- 41 -%1Z=I rg r I I I =r Ar r r r r r r 19 18- 17 16 15 14 13 12 11 10 9 8 7 6 CABINET EQUIPMENT 1. PIN TUMBLER -TYPE STAINLESS STEEL BEST CORE LOCK (OR EQUAL) KEYED FOR CX -1 WITH 2 KEYS 2. 12 GAUGE (MIN.) GALVANIZED SHEET STEEL 3. WELDED SEAM CONSTRUCTION 4. DOOR WITH CONCEALED HINGES (LEFT SIDE) 5. INTERIOR - WHITE BAKED -ON ENAMEL 6, EXTERIOR - GRAY -ETCH GALVANIZED SURFACE BEFORE PAINTING 7. BOTTOM OPEN- 2' MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES 6. 4- 1/2'X16" GALVANIZED ANCHOR BOLTS W /NUTS AND WASHERS 9. 4-1/4' TRIANGULAR SHAPED CORNER LOCK -DOWN PLAIES 4- 1 /2"XiS'GALVANIZED CABINET FOUNDATION ANCHOR BOLT'S G.L. -G.L CONDUIT ENTR. AREA O O PLAN MEW I SIZE TO FlT CABINET � LZE TO FIT CABINET I VI FRONT VIEW SIDE VIEW (211 314° REDUCING WASHER i. •' � 1 • CABINET EQUIPMENT 1. PIN TUMBLER -TYPE STAINLESS STEEL BEST CORE LOCK (OR EQUAL) KEYED FOR CX -1 WITH 2 KEYS 2. 12 GAUGE (MIN.) GALVANIZED SHEET STEEL 3. WELDED SEAM CONSTRUCTION 4. DOOR WITH CONCEALED HINGES (LEFT SIDE) 5. INTERIOR - WHITE BAKED -ON ENAMEL 6, EXTERIOR - GRAY -ETCH GALVANIZED SURFACE BEFORE PAINTING 7. BOTTOM OPEN- 2' MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES 6. 4- 1/2'X16" GALVANIZED ANCHOR BOLTS W /NUTS AND WASHERS 9. 4-1/4' TRIANGULAR SHAPED CORNER LOCK -DOWN PLAIES 4- 1 /2"XiS'GALVANIZED CABINET FOUNDATION ANCHOR BOLT'S G.L. -G.L CONDUIT ENTR. AREA O O PLAN MEW I SIZE TO FlT CABINET � LZE TO FIT CABINET I VI FRONT VIEW SIDE VIEW ! I I I I I I ! 6 7 8 .9 10 11 RED DESIGNED DATE KEB /FL DRAWN DATE OTAK REVISIONS 17.6.91 CITY REDLINES 2.21.92 CITY REDLINES 12.11.92 CITY COMMENT -' 7.28.93 CITY COMMENT'_ r.1 O 4 ce � •rJ•I O O � O O Gx7 p U Z • N p�p; alt 4 U2 (D Z W� O E° I V2 2 O � ti (211 314° REDUCING WASHER o. J V� ,AAST ARM \MIRING DETAILeI" mm 3/4 = �J 3/4" ROMEX CONNECTOR rv1� V W/ LOCKNUT STRAIN RELIEF DETAIL C IIH6 NO SCALE ! I I I I I I ! 6 7 8 .9 10 11 RED DESIGNED DATE KEB /FL DRAWN DATE OTAK REVISIONS 17.6.91 CITY REDLINES 2.21.92 CITY REDLINES 12.11.92 CITY COMMENT -' 7.28.93 CITY COMMENT'_ r.1 O 4 ce � •rJ•I O O � O O Gx7 p U Z • N p�p; alt 4 U2 (D Z W� O E° I V2 2 O � ti C -3 9 SHEET NO. PROJECT NO.6 2 8 T ® ®� 12 13 14 15 16 17 18 19 - rv1� V O n 1 ,Z z CO DID I� N. :el P., \ 1 rn ,EE- E W � z o - z N W W E 2i w � W UE of �rnz W O Z o Cri L,; w - < w E-+ ® W U� rT-4 E"4 6 Z W 0 0 ti U W Q I 6zo ED,- w,T, sorb eoo K;,�Aa, w.. sao3a (9t618RR -4446 ■ otMUn . C -3 9 SHEET NO. PROJECT NO.6 2 8 T ® ®� 12 13 14 15 16 17 18 19 N W 1%4, SEC. 4, T.23.N, R.5.E, W.M. ` PO b� e m � w y N N J ti f r L OTftO- 41 -%1%7 I AI I I I I I I I A I a 9 11 � 8 17 16 115 14 13 12 11 10 9 8 7 6 �! R OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 2C 4 6, a 5 P.C. STA. 3+41.83 HARRINGTON AVE. N.E. , �. N.W.1 /4, SEC. 4, T.23.N, RAE, W.M. NOTE: EXISTING OVERHEAD UTILITIES TO BE PLACED UNDERGROUND AT RELOCATED POWER POLE UNDERGROUND SERVICE WILL �ecR BE PROVIDED FOR 2011 AND 2012 TC e JEFFERSON AVENUE N.E. p• � D 5 F NC Z ,E FEN '— PROPOSED CROSSWALK 10' .,r it - 3 NfRE } EN ,E� 38)-54 CE TO BE RELOCATED AT R.OLW �I E POW LE T i / :r H.O.W. BE RE TED yyfl)i rl 'Y 7 yy ,.. ^ - ' WALK HT RE 39c; - ..y8 riJN C 'tj8� 3 ?9.y 4 �� ✓L .J N . ssr.oR= 38.00` s . 4 SEE SKEET � NOTE: % /E c-48 S RH 4 L� EXISTING UTILITY LOCATIONS F? E ARE APPROXIMATE. THE CONTRACTOR /383 D' / SHALL VERIFY LOCATION BEFORE 60. � 3 3.2 BEGINNING CONSTRUCTION. � R06V� 382 8 4 CONC. j� �• z .0. WIRE WALK f O'. 0 Q) i Q O ti ;4co��� / 7.;"2 383,4x1 4 ` ' ND 0 • LOC 4 T ION c CE PO "ALDER '�, `N�, fA I A I f I I I I I I I' T I 19 18 1 17 16 15 14 13 12 11 10 9 8 7 6 MI R OX 6, c,.' 6 0 1 z b� I m A ti Omni N rxi z H m N y N v 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2 y m� z m I� N y ti f f f f( If f I i I I I f I f I I i I i 1 i I 1 1 1 II i i i 1 1 Ii i 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MI RO 0 X 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 2 7 R146-.. O