UNIFORM STNDRD DRWINGS CLRK COUNTY RE, NEVD YER 2017 REVISIONS DWG NO. TITLE ND REVISIONS SUMMRY EFFECTIVE DTE 206.S1 Local Residential Urban rea Street Sections 1/1/2017 Drawing revised to prohibit the use of Option B and One Way Residential Street Section in Clark County. 217.1 30 Inch Modified Roll Curb and Gutter Residential 1/1/2017 rea - New Drawing to help meet mericans with Disabilities ct ccessibility Guidelines. 217.2.S1 30 Inch Roll Curb Residential rea - Drawing 1/1/2017 revised to help meet mericans with Disabilities ct ccessibility Guidelines. 217.3.S1 Residential Curb & Gutter R-Type - Drawing 1/1/2017 revised to help meet mericans with Disabilities ct ccessibility Guidelines.. 224 Commercial and Industrial Driveway (Option ) - 1/1/2017 Drawing revised to help meet mericans with Disabilities ct ccessibility Guidelines. 234 Sidewalk Drawing revised to modify dimensions 1/1/2017 for weakened plane joint detail. 319 Lower Pole Details for Pipe and Mast rm Poles 7/1/2017 Drawing revised to change dimensions of hand holes. 806 Signal Standard Type 1-, 1-B - Drawing 7/1/2017 revised to change dimensions of hand holes. 808-1 Type XX-30 Ft. Signal and Luminaire Pole 7/1/2017 (45 Ft. or less Mast rms) - Drawing revised to change dimensions of hand holes. 808-2 Type XX-30 Ft. Signal and Luminaire Pole Details 7/1/2017 Drawing revised to change dimensions of hand holes. 808-3 Type XX--30 Ft. Signal and Luminaire Pole 7/1/2017 (45 Ft. or less Mast rms) Drawing revised to Change dimensions of hand holes. 808-4 Type XX--30 Ft. (50 Ft. Thru 60 Ft. Mast rms) 7/1/2017 Signal & Luminaire Pole Details - Drawing revised to change dimensions of hand holes.
UNIFORM STNDRD DRWINGS CLRK COUNTY RE, NEVD YER 2017 REVISIONS DWG NO. TITLE ND REVISIONS SUMMRY EFFECTIVE DTE 808-5 Loading Information Drawing revised to change 7/1/2017 dimensions of hand holes. 808-6 Traffic Signal Pole Grounding Drawing revised 7/1/2017 to change dimensions of hand holes. 810-1 Type XX-B-30 Ft. Signal and Luminaire Pole 7/1/2017 (65 Ft. Thru 85 Ft. Mast rms) - Drawing revised to change dimensions of hand holes. 810-2 Type XX-B-30 Ft. (65 Ft. Thru 85 Ft. Mast rms) 7/1/2017 Signal & Luminaire Pole Details Drawing revised to change dimensions of hand holes.. 810-3 Loading Information Drawing revised to 7/1/2017 change dimensions of hand holes. 812-1 Type XX 20 Ft. Signal Pole (45 Ft. or less Mast 7/1/2017 rms) Drawing revised to change dimensions of hand holes. 812-2 Type XX 20 Ft. (50 Ft. Thru 60 Ft. Mast rms) 7/1/2017 Signal Pole Drawing revised to change dimensions of hand holes. 840 Louvered Backplate for Mast rm Mounted Signal 7/1/2017 Drawing revised to add the requirement for retroreflective traffic signal backplates. 841 Louvered Backplate for Pole Mounted Signal 7/1/2017 Drawing revised to add the requirement for retroreflective traffic signal backplates. 842.1 Louvered Backplate for 5 Section Signal Head 7/1/2017 Drawing revised to add the requirement for retroreflective traffic signal backplates.
R/W 47' R/W "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO. 216 LC 18.5' FOG SEL 2% 5' MIN N SIDEWLK REQUIRED ON BOTH SIDES IN NORTH LS VEGS MIN TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER R/W.C. PVEMENT SEE NOTE 2 TYPE I OR TYPE II GGREGTE BSE (SEE NOTE 2) PRIME COT RESIDENTIL TWO-WY LOCL OR CUL-DE-SC (OPTION "") ROLL TYPE CURB & GUTTER C L PERMISSBLE ON SIDE WITHOUT SIDEWLK. SEE STNDRD DRWING NO. 217.S1 FOG SEL 48' 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK SEE STNDRD DRWING NO. 234 20.5' "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO. 216 2% 3.5' R/W SIDEWLK MNDTORY ON ONE SIDE ONLY. MIN MIN MIN TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER R/W.C. PVEMENT SEE NOTE 2 TYPE I OR TYPE II GGREGTE BSE (SEE NOTE 2) PRIME COT 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK. NO OBSTRUCTION LLOWED IN 3.5' SIDEWLK. SEE STNDRD DRWING NO. 234 RESIDENTIL TWO-WY LOCL, CUL-DE-SC (OPTION "B") (NOT LLOWED IN CLV OR CLRK COUNTY) 39' R/W "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO. 216 LC 16' FOG SEL 2% 3.5' MIN 1. 2. 3. 302 401 406 407 501 MIN TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER.C. PVEMENT SEE NOTE 2 TYPE II GGREGTE BSE SEE NOTE 2 PRIME COT 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK. NO OBSTRUCTION LLOWED IN 3.5' SIDEWLK. SEE STNDRD DRWING NO. 234 RESIDENTIL ONE-WY (NOT LLOWED IN CLV OR CLRK COUNTY) FINL.C. PVEMENT SURFCE SHLL BE 1/4" MXIMUM BOVE LIP OF GUTTER. PVEMENT SHLL BE FLUSH WITH LIP T SIDEWLK RMPS. STRUCTURL SECTION SHLL BE IN CCORDNCE WITH STNDRD SPECIFICTION SECTION 401 ND STNDRD DRWING NO. 200.1. RESIDENTIL ONE-WY STREET SHLL NOT EXCEED ONE THOUSND FEET OR TWENTY RESIDENTIL LOTS IN LENGTH WHICHEVER IS LESS. GENCY PPROVED C L N SPECIFICTION REFERENCE GGREGTE BSE BITUMINOUS PVEMENT PRIME COT FOG SEL CONCRETE DTE XX-XX-XX UNIFORM STNDRD DRWINGS CLRK COUNTY RE SUPPLEMENTL DRWING LOCL RESIDENTIL URBN RE STREET SECTIONS 206.S1
30" 4-1/4" - 3/4" 14" 5" " R=24" R=1/2" 3/4" 6-1/2" 3-3/4" R=1/2" R=1/2" 8" 1" SEE NOTE 5 TYPE II GGREGTE BSE B 1. USE OF ROLL CURB MY BE RESTRICTED BY SURFCE DRINGE CONSIDERTIONS. 2. SIDEWLK CONSTRUCTED CONTIGUOUS TO ROLL CURB SHLL BE 5 INCHES THICK (MIN.). 3. LL CURB FLOW LINES SHLL BE WTER TESTED. NY CURB THT DOES NOT FLOW SHLL BE REMOVED ND REPLCED S DIRECTED BY THE CITY OF NORTH LS VEGS PERMITTING GENCY T THE SOLE EXPENSE OF THE CONTRCTOR. 4. CONSTRUCT 1/2" EXPNSION JOINT T LL COLD JOINTS, T BEGINNING ND END OF CURB RETURNS, ND T 300 FT. MX. INTERVLS FOR EXTRUDED CURB ND 30 FT. MX. INTERVLS FOR FORMED CURB. WEKENED PLNE JOINTS SHLL BE FORMED T THE REMINING 15 FT. INTERVLS. SEE STD. 234 FOR JOINT DETILS. 5. ONE INCH BTTER T CURB FCE IS OPTIONL. 6. NO UTILITY BOXES ND COVERS DJCENT TO R-TYPE 30 INCH MODIFIED ROLL CURB ND GUTTER RESIDENTIL RE SHLL BE LLOWED T DRIVEWY LOCTIONS. 7. BOULDER CITY ENGINEER PPROVL REQUIRED FOR USE OF 30 INCH MODIFIED CURB ND GUTTER RESIDENTIL RE. 8. IF ROLL CURB IS PPROVED FOR OTHER RES LOCTIONS THT RE SUBJECTED TO REGULR TRFFIC, THEN LL UTILITY BOXES ND COVERS DJCENT TO ROLL CURB SHLL BE MEET HS-20 H20-44 FOR STEEL BOXES ND NSI/SCTE 77-2007 (TIER-22) FOR FIBERGLSS POLYMER CONCRETE BOXES RTED "TRFFIC BERING" TYPE. 320 501 502 707 SPECIFICTION REFERENCE GGREGTE BSE CONCRETE CONCRETE STRUCTURES JOINT MTERIL GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE 30 INCH MODIFIED ROLL CURB ND GUTTER RESIDENTIL RE DTE XX-XX-XX SUPPLEMENTL DRWING NEW DRWING 217.1.S1
30" 4 1/2" 13 1/2" 12" 5" R=1/2" R=24" 4 1/2" R=18" 6 1/2" R=1/2" 7 1/2" 1" SEE NOTE 5 TYPE II GGREGTE BSE 1. USE OF ROLL CURB MY BE RESTRICTED BY SURFCE DRINGE CONSIDERTIONS. 2. SIDEWLK CONSTRUCTED CONTIGUOUS TO ROLL CURB SHLL BE 5 INCHES THICK (MIN). 3. WHERE LONGITUDINL SLOPE IS LESS THN 0.4% THE FLOW LINE SHLL BE WTER TESTED. 4. CONSTRUCT 1/2" EXPNSION JOINT T LL COLD JOINTS, T BEGINNING ND END OF CURB RETURNS, ND T 300 FT. MX. INTERVLS FOR EXTRUDED CURB ND 30 FT. MX. INTERVLS FOR FORMED CURB. WEKENED PLNE JOINTS SHLL BE FORMED T THE REMINING 15 FT. INTERVLS. SEE STD. DWG. NO. 234 FOR JOINT DETILS. 5. ONE INCH BTTER T CURB FCE IS OPTIONL. 320 501 502 707 L N 6. CITY OF LS VEGS COUNCIL PPROVL REQUIRED FOR USE OF 30" ROLL CURB IN THE CITY OF LS VEGS. 7. IN NORTH LS VEGS, ROLL CURBS RE PROHIBITED IN RES WHERE FLOW LINE GRDIENT IS LESS THN 0.8% UNLESS OTHERWISE PPROVED BY CITY ENGINEER. 8. LL UTILITY BOXES ND COVERS DJCENT TO ROLL CURB SHLL BE HS-20 RTED "TRFFIC BERING" TYPE 8. NO UTILITY BOXES ND COVERS DJCENT TO R-TYPE 30 INCH MODIFIED ROLL CURB ND GUTTER RESIDENTIL RE SHLL BE LLOWED T DRIVEWY LOCTIONS. 9. IF ROLL CURB IS PPROVED FOR OTHER RES LOCTIONS THT RE SUBJECTED TO REGULR TRFFIC, THEN LL UTILITY BOXES ND COVERS DJCENT TO R-TYPE CURB SHLL BE MEET HS-20 H20-44 FOR STEEL BOXES ND NSI/SCTE 77-2007 (TIER-22) FOR FIBERGLSS POLYMER CONCRETE BOXES RTED "TRFFIC BERING" TYPE. SPECIFICTION REFERENCE GGREGTE BSE CONCRETE CONCRETE STRUCTURES JOINT MTERIL GENCY PPROVED C H L N UNIFORM STNDRD DRWINGS CLRK COUNTY RE SUPPLEMENTL DRWING 30 INCH ROLL CURB RESIDENTIL RE DTE XX-XX-XX 217.2.S1
24" 2" 12 1 4 " SIDEWLK 1 4 " 7 1 2 " 1 1 2 " 12" R= 1 2" (TYP) 12" TYPE II GG. BSE 24" 25" (OPTIONL) 1. WHERE LONGITUDINL SLOPE IS LESS THN 0.4% THE FLOW LINE SHLL BE WTER TESTED. 2. CONSTRUCT 1/2" EXPNSION JOINT T LL COLD JOINTS, T BEGINNING ND END OF CURB RETURNS, ND T 300 FT. MX. INTERVLS FOR EXTRUDED CURB ND 30 FT. MX. INTERVLS FOR FORMED CURB. WEKENED PLNE JOINTS SHLL BE FORMED T THE REMINING 15 FT. INTERVLS. SEE STD. DWG. NO. 234 FOR JOINT DETILS. 3. ONE INCH BTTER T GUTTER FCE IS OPTIONL. (SEE NOTE 3) 4. NO UTILITY BOXES ND COVERS DJCENT TO R-TYPE CURB SHLL BE LLOWED T DRIVEWY LOCTIONS. 5. R-TYPE CURB ND GUTTER IS ONLY LLOWED T DRIVEWY LOCTIONS UNLESS PPROVED BY THE GENCY IN WRITING. (SEE STNDRD DRWING NO. 223). 6. IF R-TYPE CURB IS PPROVED FOR OTHER RES LOCTIONS THT RE SUBJECTED TO REGULR TRFFIC, THEN LL UTILITY BOXES ND COVERS DJCENT TO R-TYPE CURB SHLL BE MEET HS-20 H20-44 FOR STEEL BOXES ND NSI/SCTE 77-2007 (TIER-22) FOR FIBERGLSS POLYMER CONCRETE BOXES RTED "TRFFIC BERING" TYPE. 320 501 502 707 SPECIFICTION REFERENCE GGREGTE BSE CONCRETE CONCRETE STRUCTURES JOINT MTERIL GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE SUPPLEMENTL DRWING RESIDENTIL CURB & GUTTER R-TYPE DTE XX-XX-XX 217.3.S1
1 2 " EXPNSION JOINT 1 2 " EXPNSION JOINT 2% MX. SLOPE 4.00' MINIMUM 2% MX. SLOPE 5.00' (TYP.) SIDEWLK 2% MX. SLOPE L-TYPE CURB & GUTTER TRNSITION CURB TRNSITION CURB L-TYPE CURB & GUTTER 3.00' DRIVEWY WIDTH VRIES 3.00' PLN VIEW FG ELEV=100.52 FC ELEV=100.125 FL ELEV=100.00 LIP ELEV=100.125 FG ELEV=100.60 2% MX. SLOPE CONC. SIDEWLK (SEE NOTE 3) TYPE II GG. BSE REINFORCING (SEE NOTE 1) 1.50' 1.50' 4.00' MIN. SECTION - MINIMUM NOTE: ELEVTIONS SHOWN RE TYPICL 1. NO. 4 BRS T 1 O.C. BOTH WYS EXTENDING INTO GUTTER. NO. 4 BRS SHLL BE PLCED 3" BOVE BOTTOM OF CONCRETE SUPPORTED BY NON-FERROUS CHIRS PPROVED BY THE ENGINEER. 2. WHEN CONSTRUCTING DRIVEWY WHERE CURB ND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CURB ND GUTTER. DRIVEWY SHLL BE MONOLITHIC TO.C. LINE. 3. DRIVEWY THICKNESS FOR INDUSTRIL USE SHLL BE 8" MIN. 4. WEKENED PLNE JOINTS SHLL BE EQULLY SPCED T 15' MX. INTERVLS, SEE STNDRD DRWING NO. 234. 5. NO UTILITY BOXES ND COVERS DJCENT TO R-TYPE CURB SHLL BE LLOWED T DRIVEWY LOCTIONS. SPECIFICTION REFERENCE 302 GGREGTE BSE 501 CONCRETE 502 CONCRETE STRUCTURES 505 REINFORCING STEEL 707 JOINT MTERIL GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE COMMERCIL ND INDUSTRIL DRIVEWY (OPTION ) DTE XX-XX-XX 224
5' 5' (TYP.) 30' 1/2" EXPNSION JOINT T 30' INTERVLS, T COLD JOINTS ND T BEGINNING ND END OF RETURN. EXPNSION JOINTS TO MTCH LOCTION MTCH LOCTION OF CURB ND GUTTER EXPNSION JOINT. PLN WEKENED PLNE JOINT VRIES 1/2" R 1/2" R SLOPE 1/4" PER FOOT MIN. TYPE I OR TYPE II GGREGTE BSE 4" CONCRETE TYPE II GGREGTE BSE T 90% COMPCTION SEE NOTE 2 MIN. 1/4" 1" TYPICL SECTION 1/8" R 1/2" (MX.) 1/4" 1/2" R WEKENED PLNE JOINT 3/8" TO 1/2" 1" 1/2" PREMOLD EXPNSION JOINT FILLER EXPNSION JOINT 1/4" R WEKENED PLNE JOINT (TOOL CUT) 1. ON LL CURB RETURNS 1/2" EXPNSION JOINT SHLL BE CONSTRUCTED BETWEEN THE BCK OF CURB ND THE SIDEWLK FOR THE ENTIRE LENGTH OF THE RETURN. 2. THE TYPE II GGREGTE BSE THICKNESS IS SHOWN ON THE TYPICL SECTION DRWINGS 202-207. 3. LONGITUDINL WEKENED PLNE JOINT REQUIRED T MIDPOINT OF SIDEWLK 10' OR WIDER. SPECIFICTION REFERENCE 302 GGREGTE BSE 501 CONCRETE 502 CONCRETE STRUCTURES 707 JOINT MTERIL GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE SIDEWLK DTE XX-XX-XX 234
POLE C L 4" MIN. REINFORCED HNDHOLE RING POLE SHFT X 9" I.D. HNDHOLE HNDHOLE COVER SSEMBLY 6-1/2" 9" VNDL RESISTNT HEX-SOCKET HED SCREW, TYP. 1/4" X 2" NC 8" 12" POLE GROUNDING POINT CP SCREW, 1/2" X 3/4" NC POLE MNUFCTURER IDENTIFICTION BSE COVER, 2 PIECE (CUT-WY FOR CLRITY) NCHOR BSE PLTE 1" -1/2", TYP. 7-3/4", TYP. (" BOLT CIRCLE) (NOMINL) NCHOR BSE PLTE POLE SHFT 90 C POLE ND RM L 1-1/4", TYP. REINFORCED HNDHOLE RING POLE GROUNDING POINT, THREDED 1/2" NC C L 1. SEE GENERL NOTES STNDRD DRWING NO. 313 2. HNDHOLE SHLL FCE WY FROM ONCOMING TRFFIC. 3. HNDHOLE SIZE FOR CC ND CLV FOR STREET LIGHT POLES SHLL BE 4" X I.D. 506 623 715 SPECIFICTION REFERENCE STEEL STRUCTURES TRFFIC SIGNLS & STREETLIGHTING GLVNIZING GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE LOWER POLE DETILS FOR PIPE ND MST RM POLES DTE 07-01-17 319
1/2" N.C. SQ. NUT FOR GROUND (OPP. HNDHOLE) 8-1/2" B.C. 4-1/2" O.D. COLLR 9" SQ. PLN OF BSE "" 4" X I.D. HNDHOLE ND COVER 1/2" PLTE BSE COVER (4) 3/4" X 18" X 3" HOT-DIP GLVNIZED NCHOR BOLTS WITH (2) NUTS ND (2) WSHERS PER BOLT. BOLTS MUST PROJECT 1-3/4" BOVE FINISH. POLE TYPE "" NOM. SHFT SIZE 1-10'-0" G. 5.5" X 4.1" X 10'-0" NER RIGHTS & ISL. POLES 1-B 7'-0" G. 5.5" X 4.1" X 7'-0" PED. HEDS & BUTTON ONLY 1. LL POLES TO BE HOT-DIP GLVNIZED BY MNUFCTURER OR PRIME PINTED BY MNUFCTURER ND FINISH PINTED BY CONTRCTOR PER SPECIFICTIONS ND S REQUIRED BY THE ENTITY. 2. HNDHOLE COVERS SHLL BE MOUNTED WITH TMPER-RESISTNT SCREWS. 3. PEDESTRIN PUSH BUTTON SHLL NOT BE LOCTED MORE THN 24" FROM THE BCK OF WLK. IF DISTNCE FROM BCK OF WLK TO PUSH BUTTON IS 20" TO 24", THE BUTTON SHLL BE LOCTED MXIMUM OF 44" FROM THE SURFCE OF THE WLK; OTHERWISE, THE MXIMUM HEIGHT SHLL BE 48". THE MOUNTING HEIGHT OF THE PUSH BUTTON SHLL BE 42" BUT NOT MORE THN 48" BOVE THE SURFCE OF THE SIDEWLK. FOR TYPE "C" FOUNDTION SEE DRWING NO. 717. SPECIFICTION REFERENCE GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE SIGNL STNDRD TYPE 1-, 1-B DTE 07-01-17 806
LUMINIRE MOUNTING HEIGHT MESURED TO CENTER OF END OF MST RM RM SPN "L" (FT) 6 8 10 12 15 FIXED END DI. (IN) 3.42 3.75 4.16 4.52 4.95 LUMINIRE RM DT REMOVBLE RM END CP FREE END DI. (IN) GUGE LUMINIRE MOUNTING HEIGHT 32'-0" 33'-3" 35'-0" 36'- 37'-0" G. ROUND TPERED RM "L" REMOVBLE POLE TOP PROVIDE WIRE GUIDE INTO SHFT SEE SHEET 2 THIS 15" LENGTH "L" SEE SIGNL PLNS OR CONTRCT 6-3/4" 2" SCH. 40 PIPE TENON WITH 7/1 THRU HOLE FOR ELEVTOR PLUMBIZER 2-1/4" FOR "H" TYPE FOUNDTION SEE DRWING NO. 721 1. 2. LENGTH "T1" SEE SIGNL PLNS OR CONTRCT LENGTH "T2" SEE SIGNL TPERED MST RM PLNS OR CONTRCT 5 MFG. RISE PROVIDE WIRE GUIDE INTO SHFT. SEE SHEET 2 THIS DRWING NO. X 9" I.D. 4-1/2" X 7" (MIN. INSIDE DIM.) HNDHOLE ND COVER (LOCTED 180 OPPOSITE MST RM) LOW BIDDER CONTRCTOR MUST SUPPLY SHOP DRWING FOR DESIGN PPROVL. BEFORE CONTRCT CN BE WRDED. LL POLES TO BE HOT-DIP GLVNIZED BY MNUFCTURER OR PRIME PINTED BY MNUFCTURER ND FINISH PINTED BY CONTRCTOR PER SPECIFICTIONS ND S REQUIRED BY THE ENTITY. DETIL - 3. HNDHOLE COVERS SHLL BE MOUNTED WITH TMPER-RESISTNT SCREWS. 4. PEDESTRIN PUSH BUTTON SHLL NOT BE LOCTED MORE THN 24" FROM THE BCK OF WLK. IF DISTNCE FROM BCK OF WLK TO PUSH BUTTON IS 20" TO 24", THE BUTTON SHLL BE LOCTED MXIMUM OF 44" FROM THE SURFCE OF THE WLK; OTHERWISE, THE MXIMUM HEIGHT SHLL BE 48". THE MOUNTING HEIGHT OF THE PUSH BUTTON SHLL BE 42" BUT NOT MORE THN 48" BOVE THE SURFCE OF THE SIDEWLK. 4. 5. WHERE SIGNLS ND STNDRDS RE INSTLLED BELOW OVERHED POWER LINES, CLERNCES SHLL BE PER NTIONL ELECTRIC SFETY CODE SECTION 234 REQUIREMENTS. INSTLL STRIGHT RM STREETLIGHT SSEMBLIES WHERE DDITIONL CLERNCE IS REQUIRED. 5. 6. MULTI-SIDED POLE ND MST RM WITH MINIMUM OF 16 SIDES MY BE USED IF DIRECTED BY THE ENTITY ENGINEER. 4-1/2" X 7" (MIN. INSIDE DIM.) X 9" I.D. HNDHOLE ND COVER POLES DESIGNED PER SPECIFICTION OF LTEST..S.H.T.O., 80 90 MPH WINDS. (SHLL FCE WY FROM (SEE DRWING NO. 808 SHEET 5 FOR LODING INFORMTION) ONCOMING TRFFIC) BSE COVER 18'- 30' ROUND TPERED STEEL SHFT SPECIFICTION REFERENCE GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE TYPE XX-30 FT. SIGNL & LUMINIRE POLE (45 FT. OR LESS MST RMS) DTE 07-01-17 808 SHEET 1 OF 6
1/4" THK. GUSSETTS 16 1/2" DI. BOLT CIRCLE 3/4" 17" SQ. BOLTS 3-E. 3/4" x 1-3/4" 325-X 1. 7-3/4" 1" LUMINIRE RM CONNECTION DETIL 2" DI. WIRE ENTRY WITH EDGES DEBURRED LOW BIDDER CONTRCTOR MUST SUPPLY SHOP DRWING FOR DESIGN PPROVL. BEFORE CONTRCT CN BE WRDED. 4. 2. LL POLES TO BE HOT-DIP GLVNZED BY MNUFCTURER OR PRIME PINTED BY MNUFCTURER ND FINISH PINTED BY CONTRCTOR PER SPECIFICTIONS ND S REQUIRED BY THE ENTITY. 3. HNDHOLE COVERS SHLL BE MOUNTED WITH TMPER-RESISTNT SCREWS. 4. PEDESTRIN PUSH BUTTON SHLL NOT BE LOCTED MORE THN 24" FROM THE BCK OF WLK. IF DISTNCE FROM BCK OF WLK TO PUSH BUTTON IS 20" TO 24", THE MOUNTING HEIGHT OF THE PUSH BUTTON SHLL BE 42" BUT NOT MORE THN 48" BOVE THE SURFCE OF THE SIDEWLK. 5. WHERE SIGNLS ND STNDRDS RE INSTLLED BELOW OVERHED POWER LINES, CLERNCES SHLL BE PER NTIONL ELECTRIC SFETY CODE SECTION 234 REQUIREMENTS. INSTLL STRIGHT RM STREETLIGHT SSEMBLIES WHERE DDITIONL CLERNCE IS REQUIRED. 5. 6. MULTI-SIDED POLE ND MST RM WITH MINUMUM OF 16 SIDES MY BE USED IF DIRECTED BY THE ENTITY ENGINEER. X 9" I.D. 4-1/2"x7" MIN. (INSIDE DIM.) HNDHOLE ND COVER (SHLL FCE WY FROM ONCOMING TRFFIC) 12" HOT-DIP GLV. NCHOR BOLTS W/2 HOT-DIP GLV. HEX NUTS & WSHERS PER BOLT. POLE MOUNTING DETIL 1/2" N.C. SQURE NUT FOR GROUND BSE COVER 4-1/2" 1-3/4"x60"x BOLT CP END OF MST RM 2-1/4" 2" SCH. 40 PIPE TENON (2.375 O.D) 7/1 DI. THRU HOLE BOLTS 4-E. 1-1/2"x4" 325-X 13" 18" MST RM CONNECTION DETIL 1-3/4" 1/4" THK. TOP BOTTOM & SIDE GUSSETS. X 9" I.D. 4-1/2"x7" MIN. (INSIDE DIM.) HNDHOLE ND COVER (LOCTED 180 OPPOSITE MST RM) 2" SCH. 40 PIPE WIRE ENTRY (EDGES DEBURRED) 3" HOLE IN SHFT. SPECIFICTION REFERENCE GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE TYPE XX - 30 FT. SIGNL & LUMINIRE POLE DETILS DTE 07-01-17 808 SHEET 2 OF 6
LUMINIRE MOUNTING HEIGHT MESURED TO CENTER OF END OF MST RM RM SPN "L" (FT) 6 8 10 12 15 3.42 3.75 4.16 4.52 4.95 REMOVBLE RM END CP LUMINIRE RM DT FIXED END DI. (IN) FREE END DI. (IN) GUGE LUMINIRE MOUNTING HEIGHT 32'-0" 33'-3" 35'-0" 36'- 37'-0" G. ROUND TPERED RM LENGTH "L" SEE SIGNL PLNS OR CONTRCT "L" REMOVBLE POLE TOP PROVIDE WIRE GUIDE INTO SHFT SEE SHEET 4 THIS DRWING NO. 15" 2" SCH. 40 PIPE TENON WITH 7/1 THRU HOLE FOR ELEVTOR PLUMBIZER DETIL - 6-3/4" 2-1/4" 2. LENGTH "T1" SEE SIGNL PLNS OR CONTRCT TPERED MST RM 5 MFG. RISE LL POLES TO BE HOT-DIP GLVNIZED BY MNUFCTURER OR PRIME PINTED BY MNUFCTURER ND FINISH PINTED BY CONTRCTOR PER SPECIFICTIONS ND S REQUIRED BY THE ENTITY. LENGTH "T2" SEE SIGNL PLNS OR CONTRCT PROVIDE WIRE GUIDE INTO SHFT. SEE SHEET 4 THIS DRWING NO. X 9" I.D. 4-1/2" X 7" (MIN. INSIDE DIM.) HNDHOLE ND COVER (LOCTED 180 OPPOSITE MST RM) 1. LOW BIDDER CONTRCTOR MUST SUPPLY SHOP DRWING FOR DESIGN PPROVL. BEFORE CONTRCT CN BE WRDED. 3. HNDHOLE COVERS SHLL BE MOUNTED WITH TMPER-RESISTNT SCREWS. 4. PEDESTRIN PUSH BUTTON SHLL NOT BE LOCTED MORE THN 24" FROM THE BCK OF WLK. IF DISTNCE FROM BCK OF WLK TO PUSH BUTTON IS 20" TO 24", THE BUTTON SHLL BE LOCTED MXIMUM OF 44" FROM THE SURFCE OF THE WLK; OTHERWISE, THE MXIMUM HEIGHT SHLL BE 48". THE MOUNTING HEIGHT OF THE PUSH BUTTON SHLL BE 42" BUT NOT MORE THN 48" BOVE THE SURFCE OF THE SIDEWLK. 4. 5. WHERE SIGNLS ND STNDRDS RE INSTLLED BELOW OVERHED POWER LINES, CLERNCES SHLL BE PER NTIONL ELECTRIC SFETY CODE SECTION 234 REQUIREMENTS. INSTLL STRIGHT RM STREETLIGHT SSEMBLIES WHERE DDITIONL CLERNCE IS REQUIRED. 5. 6. MULTI-SIDED POLE ND MST RM WITH MINIMUM OF 16 SIDES MY BE USED IF DIRECTED BY THE ENTITY ENGINEER. 4-1/2" X 7" (MIN. INSIDE DIM.) X 9" I.D. HNDHOLE ND COVER POLES DESIGNED PER SPECIFICTION OF LTEST..S.H.T.O., 80 90 MPH WINDS. (SHLL FCE WY FROM ONCOMING TRFFIC) (SEE DRWING NO. 808 SHEET 5 FOR LODING INFORMTION) BSE COVER 18'- 30' ROUND TPERED STEEL SHFT FOR "L" TYPE FOUNDTION SEE DRWING NO. 722 SPECIFICTION REFERENCE GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE TYPE XX - - 30 FT. SIGNL & LUMINIRE POLE (50 FT. THRU 60 FT. MST RMS) DTE 07-01-17 808 SHEET 3 OF 6
1/4" THK. GUSSETTS 19" DI. BOLT CIRCLE 3/4" 19" SQ. BOLTS 3-E. 3/4" x 1-3/4" 325-X POLE PLTE 0.75" DI. HOLE 1. 1" LUMINIRE RM CONNECTION DETIL 1.75" 2" DI. WIRE ENTRY WITH EDGES DEBURRED LOW BIDDER CONTRCTOR MUST SUPPLY SHOP DRWING FOR DESIGN PPROVL. BEFORE CONTRCT CN BE WRDED. 7-3/4" 4. 5. 2. 3. 4. 5. 6. LL POLES TO BE HOT-DIP GLVNZED BY MNUFCTURER OR PRIME PINTED BY MNUFCTURER ND FINISH PINTED BY CONTRCTOR PER SPECIFICTIONS ND S REQUIRED BY THE ENTITY. HNDHOLE COVERS SHLL BE MOUNTED WITH TMPER-RESISTNT SCREWS. PEDESTRIN PUSH BUTTON SHLL NOT BE LOCTED MORE THN 24" FROM THE BCK OF WLK. IF DISTNCE FROM BCK OF WLK TO PUSH BUTTON IS 20" TO 24", THE MOUNTING HEIGHT OF THE PUSH BUTTON SHLL BE 42" BUT NOT MORE THN 48" BOVE THE SURFCE OF THE SIDEWLK. WHERE SIGNLS ND STNDRDS RE INSTLLED BELOW OVERHED POWER LINES, CLERNCES SHLL BE PER NTIONL ELECTRIC SFETY CODE SECTION 234 DDITIONL CLERNCE IS REQUIRED. MULTI-SIDED POLE ND MST RM WITH MINUMUM OF 16 SIDES MY BE USED IF DIRECTED BY THE ENTITY ENGINEER. RM PLTE 4-1/2"x7" MIN. (INSIDE DIM.) X 9" I.D. HNDHOLE ND COVER (SHLL FCE HOT-DIP GLV. NCHOR BOLTS W/2 HOT-DIP GLV. HEX NUTS & WSHERS PER BOLT. 0.50" DI. KEY POLE MOUNTING DETIL RM PLTE 1/2" N.C. SQURE NUT FOR GROUND 4-1/2" BSE COVER 2"x6x BOLT 1.75" 8.25" 16.50" 13" 0.50" BOLTS 4-E. 1-1/2"x4-1/2" 325-X 8.25" 16.50" 18" 21-1/2" 16-1/2" MST RM CONNECTION DETIL 2" 5/1 THK. TOP BOTTOM & SIDE GUSSETS. 4-1/2"x7" MIN. (INSIDE DIM.) X 9" I.D. HNDHOLE ND COVER (LOCTED 180 OPPOSITE MST RM) 2" SCH. 40 PIPE WIRE ENTRY (EDGES DEBURRED) 3" HOLE IN SHFT. SPECIFICTION REFERENCE GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE TYPE XX - - 30 FT. (50 FT. THRU 60 FT. MST RMS) SIGNL & LUMINIRE POLE DETILS DTE 07-01-17 808 SHEET 4 OF 6
' F 5.5' 20' THRU 25' SPNS OR D 4' 10' 12' 12' E F 5.5' 50' THRU 60' SPNS 3' 8' 12' 5.5' 3' 10' 3' 12' 12' 12' 5.5' 55' THRU 60' SPNS ONLY C 3.3 FT. 60 LB. 2 F 30' THRU 45' SPNS B 15' MX. 3.3 FT. 15' MX. 60 LB. B 2 F 50' THRU 60' SPNS (LTERNTE LODING) 37' MX. 37' MX. 8' 12' 10' 12' 12' 4' 3' 5.5' 5.5' OR C F G H D E F G H 8' 8' 12' 12' 18.5' MX. 45' SPN NOTE: 18.5' TYPE XX- POLE SHLL LSO SUPPORT THE LTERNTE LODING SHOWN BOVE. MX. 60' SPN TYPE XX TYPE XX- DEVICE SIGNL B C D E F G H SIGN SIGN SIGNL SIGN SIGN SIGNL SIGNL DESCRIPTION 12"- 3 SEC. W/ BCKPLTES (M-2) R3-5 24" X 30" R3-4 24" X 24" 12"- 4 OR 5 SEC. W/ BCKPLTES (M-4 OR M-5) R10-12 OR R10-12F 30" X 3 STREET NME-FREE SWINGING-1.68' X 8' DUL-12"- 3 SEC. W/ BCKPLTES DUL-PEDESTRIN 2 PROJ. RE (FT ) 9.80 5.00 4.00 13.68.25 13.44 17.34 8.00 WEIGHT (LBS) 40 15 10 80 30 100 80 60 DESIGN CRITERI: LTEST 2001 SHTO STNDRD SPECIFICTIONS FOR STRUCTURL SUPPORTS FOR HIGHWY SIGNS, LUMINIRES ND TRFFIC SIGNLS. (FTIGUE LODS SPECIFIED IN CHPTER NOT REQUIRED.) MXIMUM DESIGN MINIMUM YIELD STRENGTH FOR TUBULR MEMBERS SHLL BE LIMITED TO 48,000 PSI FOR COLD WORKED MTERILS ND 50,000 PSI FOR NON-COLD WORKED MTERILS. WIND VELOCITY: 90 MPH ISOTCH. LODING INFORMTION SPECIFICTION REFERENCE GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE LODING INFORMTION DTE 07-01-17 808 SHEET 5 OF 6
SIGNL STNDRD X 9" I.D. HNDHOLE ND COVER (SHLL FCE WY FROM ONCOMING TRFFIC) HEX HED NON-CORROSIVE CP SCREW WITH FLT WSHER WITH SINGLE- STRND BRE NO. 4 WG COPPER GROUNDING CONDUCTOR NOTE: ECH CONDUCTOR SHLL HVE MINIMUM OF 18 INCHES OF SLCK SPLIT-BOLT CONNECTOR 3" #8 GREEN THWN BONDING CONDUCTOR CONNECTED TO POLE GROUND WITH SPLIT BOLT CONNECTOR BRONZE GROUNDING CONNECTOR (UL LISTED FOR UNDERGROUND USE) FOR NO.4 WIRE CONTINUOUS BRE COPPER GROUNDING WIRE SHLL BE LOOPED ROUND NCHOR BOLTS ONE TIME ND CONNECTED TO ECH NCHOR BOLT BEFORE CONTINUING DOWN TO THE GROUNDING PLTE. (GROUNDING CONFIGUTION DIFFERS FOR TYPE "L" FOUNDTION. SEE STNDRD DRWING NO. 722) PROFESSIONL ELECTRICL ENGINEER STMP ON FILE SPECIFICTION REFERENCE GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE TRFFIC SIGNL POLE GROUNDING DTE 07-01-17 808 SHEET 6 OF 6
LUMINIRE MOUNTING HEIGHT MESURED TO CENTER OF END OF MST RM RM SPN "L" (FT) 6 8 10 12 15 FIXED END DI. (IN) 3.42 3.75 4.16 4.52 4.95 REMOVBLE RM END CP LUMINIRE RM DT FREE END DI. (IN) GUGE LUMINIRE MOUNTING HEIGHT 32'-0" 33'-3" 35'-0" 36'- 37'-0" G. ROUND TPERED RM LENGTH "L" SEE SIGNL PLNS OR CONTRCT "L" PROVIDE WIRE GUIDE INTO SHFT SEE SHEET 2 THIS DRWING NO. REMOVBLE POLE TOP 15" LENGTH "T1" SEE SIGNL PLNS OR CONTRCT TPERED MST RM LENGTH "T2" SEE SIGNL PLNS OR CONTRCT X 9" I.D HNDHOLE 2" SCH. 40 PIPE TENON WITH 7/1 THRU HOLE FOR ELEVTOR PLUMBIZER DETIL - 6-3/4" 2-1/4" 1. TENON LOCTIONS SHLL BE REFFERED TO THE LODING INFORMTION STNDRD DRWING 810 SHT 3 OF 3 2. 5 MFG. RISE PROVIDE WIRE GUIDE INTO SHFT. SEE SHEET 2 THIS DRWING NO. LOW BIDDER CONTRCTOR MUST SUPPLY SHOP DRWING FOR DESIGN PPROVL. BEFORE CONTRCT CN BE WRDED. LL POLES TO BE HOT-DIP GLVNIZED BY MNUFCTURER OR PRIME PINTED BY MNUFCTURER ND FINISH PINTED BY CONTRCTOR PER SPECIFICTIONS ND S REQUIRED BY THE ENTITY. 3. HNDHOLE COVERS SHLL BE TTCHED VI TWO SCREWS INTO PLTES MOUNTED INSIDE THE HNDHOLE. 4. PEDESTRIN PUSH BUTTON SHLL NOT BE LOCTED MORE THN 24" FROM THE BCK OF WLK. IF DISTNCE FROM BCK OF WLK TO PUSH BUTTON IS 20" TO 24", THE BUTTON SHLL BE LOCTED MXIMUM OF 44" FROM THE SURFCE OF THE WLK; OTHERWISE, THE MXIMUM HEIGHT SHLL BE 48". THE MOUNTING HEIGHT OF THE PUSH BUTTON SHLL BE 42" BUT NOT MORE THN 48" BOVE THE SURFCE OF THE SIDEWLK. 4. 5. WHERE SIGNLS ND STNDRDS RE INSTLLED BELOW OVERHED POWER LINES, CLERNCES SHLL BE PER NTIONL ELECTRIC SFETY CODE SECTION 234 REQUIREMENTS. INSTLLTION OF STRIGHT RM STREETLIGHT SSEMBLIES WHERE DDITIONL CLERNCE IS REQUIRED SHLL BE PPROVED BY THE ENGINEER. 5. 6. IF DUL LUMINIRE RMS RE NOT SPECIFIED IN THE PLNS, THE SECOND CONNECTION POINT SHLL BE COVERED BY COVER PLTE UNTIL SUCH TIME S SECOND RM MIGHT BE DDED. X 9" I.D. POLES DESIGNED PER SPECIFICTION OF LTEST..S.H.T.O. (1994 EDITION) 80 90 MPH WINDS. (SEE DRWING NO.810 SHEET 3 OF 3 FOR LODING INFORMTION) HNDHOLE ND COVER BSE COVER FOR "M" TYPE FOUNDTION SEE DRWING NO. 723 18'- 30' ROUND TPERED STEEL SHFT SPECIFICTION REFERENCE GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE TYPE XX - B - 30 FT. SIGNL & LUMINIRE POLE (65 FT. THRU 85 FT. MST RMS) DTE 07-01-17 810 SHEET 1 OF 3
BSE THICKNESS 2-1/4" 25" DI. BOLT CIRCLE 1/4" THK. TOP BOTTOM & SIDE GUSSETS 2 SQ. BOLTS 3-E. 3/4"x1-3/4" 325-X 3/4" 1" 2" DI. WIRE ENTRY WITH RD. EDGES X 9" I.D. (INSIDE DIM.) HNDHOLE ND COVER 1/2" N.C. SQURE NUT FOR GROUND 7-3/4" LUMINIRE RM CONNECTION DETIL 12" BSE COVER 4-1/2" HOT-DIP GLV. NCHOR BOLTS W/2 HOT-DIP GLV. HEX NUTS & WSHERS PER BOLT. 2-1/4" x 93"x 9" BOLT POLE MOUNTING DETIL 1-1/2" o/ x 4-1/2" LG. HEX. HED CP SCREWS, STM -325 24" THK. THK.+1/8" 3/8" BOX PL. THK. 3" (TYP.) 23" 27" 5 ~ X 9" I.D. SECTION B-B HNDHOLE 3/8" THK. PL. FOR TOP ND BOTTOM BOX PL. 20" 2" SCH. 40 PIPE (DEBURRED FOR WIRE PROTECTION) 2-1/4" PL. MST RM CONNECTION DETIL 2" PL. ~ ~ GUSSET PLTES 9" (6) GUSSETS 5/1 X 4" X 9" LG. SECTION - 1 1/2" (2) 5/1 THK. STIFFENERS @ 45o SPECIFICTION REFERENCE GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE TYPE XX - B - 30 FT. (65 FT. THRU 85 FT. MST RMS) SIGNL & LUMINIRE POLE DETILS DTE 07-01-17 810 SHEET 2 OF 3
10' LTERNTE SIGN INSTLLTION 17' ' ' ' 3' 3' 65' THRU 85' SPNS LTERNTE LODING 1.5' B B F 5.5' 15' MX. 2 3.3 FT. 60 LB. 37' MX. LTERNTE SIGN INSTLLTION 10' 17' ' ' 4' OR 1.5' E D 5.5' G F NOTE: 18.5' H 12' MX. 85' SPN 8' TYPE XX-B POLE SHLL LSO SUPPORT THE LTERNTE LODING SHOWN BOVE. TYPE XX-B DESIGN CRITERI: LTEST 2001 SHTO STNDRD SPECIFICTIONS FOR STRUCTURL SUPPORTS FOR HIGHWY SIGNS, LUMINIRES ND TRFFIC SIGNLS. WEIGHT (LBS) 2 PROJ. RE (FT ) DESCRIPTION 12"- 3 SEC. W/ BCKPLTES (M-2) R3-5 24" X 30" R3-4 24" X 24" STREET NME-FREE SWINGING-1.68' X 8' DUL-12"- 3 SEC. W/ BCKPLTES DUL-PEDESTRIN DEVICE SIGNL B SIGN C SIGN D SIGNL E SIGN F SIGN G SIGNL H SIGNL 40 9.80 15 5.00 (FTIGUE LODS SPECIFIED IN CHPTER NOT REQUIRED.) 10 4.00 DESIGN MINIMUM YIELD STRENGTH FOR TUBULR MEMBERS SHLL BE LIMITED 80 13.68 12"- 4 OR 5 SEC. W/ BCKPLTES (M-4 OR M-5) TO 48,000 PSI FOR COLD WORKED MTERILS ND 50,000 PSI FOR NON-COLD WORKED MTERILS. 15 6.00 R10-12 OR R10-12F 30" X 3 100 13.44 80 17.34 WIND VELOCITY: 60 8.00 90 MPH ISOTCH. LODING INFORMTION SPECIFICTION REFERENCE GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE LODING INFORMTION DTE 07-01-17 810 SHEET 3 OF 3
REMOVBLE RM END CP REMOVBLE POLE TOP (SEE NOTE 4) LENGTH "L" SEE SIGNL PLNS OR CONTRCT LENGTH "T1" SEE SIGNL PLNS OR CONTRCT TPERED MST RM LENGTH "T2" SEE SIGNL PLNS OR CONTRCT 5 MFG. RISE PROVIDE WIRE GUIDE INTO SHFT. SEE DRWING NO. 808 SH. 2 DETIL - 6-3/4" 2-1/4" 2" SCH. 40 PIPE TENON WITH 7/1 THRU HOLE FOR ELEVTOR PLUMBIZER SEE DRWING NO. 808 SH. 2 X 9" I.D. 4-1/2" X 7" (MIN. INSIDE DIM.) HNDHOLE ND COVER (LOCTED 180 OPPOSITE MST RM) 18'- 20' ROUND TPERED STEEL SHFT 1. LOW BIDDER CONTRCTOR MUST SUPPLY SHOP DRWING FOR DESIGN PPROVL. BEFORE CONTRCT CN BE WRDED. 2. LL POLES TO BE HOT-DIP GLVNIZED BY MNUFCTURER OR PRIME PINTED BY MNUFCTURER ND FINISH PINTED BY CONTRCTOR PER SPECIFICTIONS ND S REQUIRED BY THE ENTITY. 3. HNDHOLE COVERS SHLL BE MOUNTED WITH TMPER-RESISTNT SCREWS. 4. PHOTOEYE MY NEED TO BE FFIXED TO POLE CP FOR STREET NME SIGN CTIVTION. 5. MULTI-SIDED POLE ND MST RM WITH MINIMUM OF 16 SIDES MY BE USED IF DIRECTED BY THE ENTITY ENGINEER. X 9" I.D. 4-1/2" X 7" (MIN. INSIDE DIM.) HNDHOLE ND COVER (SHLL FCE WY FROM ONCOMING TRFFIC) BSE COVER POLES DESIGNED PER SPECIFICTION OF LTEST..S.H.T.O., 80 90 MPH WINDS. (SEE DRWING NO. 808 SHEET 5 FOR LODING INFORMTION) FOR OTHER DETILS SEE DRWING NO. 808 SHTS. 2 & 6. FOR "H" TYPE FOUNDTION SEE DRWING NO. 721. SPECIFICTION REFERENCE GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE TYPE XX 20 FT. SIGNL POLE (45 FT. OR LESS MST RMS) DTE 07-01-17 812 SHEET 1 OF 2
REMOVBLE POLE TOP (SEE NOTE 4) LENGTH "L" SEE SIGNL PLNS OR CONTRCT REMOVBLE RM END CP LENGTH "T1" SEE SIGNL PLNS OR CONTRCT TPERED MST RM LENGTH "T2" SEE SIGNL PLNS OR CONTRCT 5 MFG. RISE PROVIDE WIRE GUIDE INTO SHFT. SEE DRWING NO. 808 SH. 4 DETIL - 6-3/4" 2-1/4" 2" SCH. 40 PIPE TENON WITH 7/1 THRU HOLE FOR ELEVTOR PLUMBIZER SEE DRWING NO. 808 SH. 2 X 9" I.D. 4-1/2" X 7" (MIN. INSIDE DIM.) HNDHOLE ND COVER (LOCTED 180 OPPOSITE MST RM) 18'- 20' ROUND TPERED STEEL SHFT 1. LOW BIDDER CONTRCTOR MUST SUPPLY SHOP DRWING FOR DESIGN PPROVL. BEFORE CONTRCT CN BE WRDED. 2. LL POLES TO BE HOT-DIP GLVNIZED BY MNUFCTURER OR PRIME PINTED BY MNUFCTURER ND FINISH PINTED BY CONTRCTOR PER SPECIFICTIONS ND S REQUIRED BY THE ENTITY. 3. HNDHOLE COVERS SHLL BE MOUNTED WITH TMPER-RESISTNT SCREWS. 4. PHOTOEYE MY NEED TO BE FFIXED TO POLE CP FOR STREET NME SIGN CTIVTION. X 9" I.D. 4-1/2" X 7" (MIN. INSIDE DIM.) HNDHOLE ND COVER (SHLL FCE WY FROM ONCOMING TRFFIC) BSE COVER 5. MULTI-SIDED POLE MST RM WITH MINIMUM OF 16 SIDES MY BE USED IF DIRECTED BY THE ENTITY ENGINEER. POLES DESIGNED PER SPECIFICTION OF LTEST..S.H.T.O., 80 90 MPH WINDS. (SEE DRWING NO. 808 SHEET 5 FOR LODING INFORMTION) FOR OTHER DETILS SEE DRWING NO. 808 SHTS. 4 & 6. FOR "L" TYPE FOUNDTION SEE DRWING NO.722. SPECIFICTION REFERENCE GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE TYPE XX--20 FT. (50 FT. THRU 60 FT. MST RMS) SIGNL POLE DTE 07-01-17 812 SHEET 2 OF 2
PINT: FLT BLCK DIMENSIONS ND TTCHMENT METHODS VRY PER MNUFCTURE. BORDER WIDTH: 5-INCH (TYP.) 2" YELLOW RETROREFLECTIVE BORDER LINE DHESIVE SHEETING 1/2" CLERNCE (TYP.)(MIN.) VRIES VRIES 3-SECTION SSEMBLY VRIES 1. LL TRFFIC SIGNL BCKPLTES SHLL HVE 2-INCH RETROREFLECTIVE DHESIVE SHEETING BORDER ON THE ENTIRE OUTER PERIMETER OF THE FRONT SIDE OF THE BCKPLTE. 2. RETROREFLECTIVE SHEETING SHLL BE FLUORESCENT YELLOW, STM D4956-13 TYPE XI OR BETTER. 3. THE RETROREFLECTIVE SHEETING BORDER SHLL HVE MINIMUM OF 0.5" 4. CLERNCE FROM LL LOUVERS. NO RETROREFLECTIVE SHEETING SHLL BE PLCED OVER NY LOUVERED RE. 5. RETROREFLECTIVE SHEETING BORDER SHLL BE INSTLLED BY THE MNUFCTURER, ND MODIFICTIONS SHLL NOT BE MDE BY THE CONTRCTOR. 6. THE BCK PLTE WITH RETROREFLECTIVE SHEETING BORDER SHLL BE FROM THE SME MNUFCTURER S THE SIGNL HED SSEMBLY. THE COMPLETE HED SSEMBLY, INCLUDING THE BCKPLTE, SHLL BE CPBLE OF WITHSTNDING WINDS OF 90 MPH WITHOUT DMGE OR SEPRTION OF NY PRTS FROM THE SIGNL HED SSEMBLY. 4-SECTION SSEMBLY VRIES SPECIFICTION REFERENCE GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE LOUVERED BCKPLTE FOR MST RM MOUNTED SIGNL DTE 07-01-17 840
PINT: FLT BLCK DIMENSIONS ND TTCHMENT METHODS VRY PER MNUFCTURE. BORDER WIDTH: 5-INCH (TYP.) 2" YELLOW RETROREFLECTIVE BORDER LINE DHESIVE SHEETING 1/2" CLERNCE (TYP.) (MIN.) VRIES VRIES 3-SECTION SSEMBLY VRIES 1. LL TRFFIC SIGNL BCKPLTES SHLL HVE 2-INCH RETROREFLECTIVE DHESIVE SHEETING BORDER ON THE ENTIRE OUTER PERIMETER OF THE FRONT SIDE OF THE BCKPLTE. 2. RETROREFLECTIVE SHEETING SHLL BE FLUORESCENT YELLOW, STM D4956-13 TYPE XI OR BETTER. 3. THE RETROREFLECTIVE SHEETING BORDER SHLL HVE MINIMUM OF 0.5" CLERNCE FROM LL LOUVERS. NO RETROREFLECTIVE SHEETING SHLL BE PLCED OVER NY LOUVERED RE. 4. RETROREFLECTIVE SHEETING BORDER SHLL BE INSTLLED BY THE MNUFCTURER, ND MODIFICTIONS SHLL NOT BE MDE BY THE CONTRCTOR. 5. THE BCK PLTE WITH RETROREFLECTIVE SHEETING BORDER SHLL BE FROM THE SME MNUFCTURER S THE SIGNL HED SSEMBLY. THE COMPLETE HED SSEMBLY, INCLUDING THE BCKPLTE, SHLL BE CPBLE OF WITHSTNDING WINDS OF 90 MPH WITHOUT DMGE OR SEPRTION OF NY PRTS FROM THE SIGNL HED SSEMBLY. 4-SECTION SSEMBLY VRIES SPECIFICTION REFERENCE GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE LOUVERED BCKPLTE FOR POLE MOUNTED SIGNL DTE 07-01-17 841
5.5" 2" YELLOW RETROREFLECTIVE BORDER LINE DHESIVE SHEETING 1/2" CLERNCE (TYP.) (MIN.) PINT: FLT BLCK SHOWN 5 SECTION, 12" SIGNL HED BCKPLTE WITHOUT ELEVTOR PLUMBIZER 1. LL TRFFIC SIGNL BCKPLTES SHLL HVE 2-INCH RETROREFLECTIVE DHESIVE SHEETING BORDER ON THE ENTIRE OUTER PERIMETER OF THE FRONT SIDE OF THE BCKPLTE. 2. RETROREFLECTIVE SHEETING SHLL BE FLUORESCENT YELLOW, STM D4956-13 TYPE XI OR BETTER. 3. THE RETROREFLECTIVE SHEETING BORDER SHLL HVE MINIMUM OF 0.5" CLERNCE FROM LL LOUVERS. NO RETROREFLECTIVE SHEETING SHLL BE PLCED OVER NY LOUVERED RE. 4. RETROREFLECTIVE SHEETING BORDER SHLL BE INSTLLED BY THE MNUFCTURER, ND MODIFICTIONS SHLL NOT BE MDE BY THE CONTRCTOR. 5. THE BCK PLTE WITH RETROREFLECTIVE SHEETING BORDER SHLL BE FROM THE SME MNUFCTURER S THE SIGNL HED SSEMBLY. THE COMPLETE HED SSEMBLY, INCLUDING THE BCKPLTE, SHLL BE CPBLE OF WITHSTNDING WINDS OF 90 MPH WITHOUT DMGE OR SEPRTION OF NY PRTS FROM THE SIGNL HED SSEMBLY. 80.5" 2" R. 24" 5.5" SPECIFICTION REFERENCE GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE LOUVERED BCKPLTE FOR 5 SECTION SIGNL HED DTE 07-01-17 842 SHEET 1 OF 2