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2 STNDRD THIS PGE INTENTIONLLY LEFT BLNK SHEET 1 OF 1 REVISION DTE. TITLE

3 STNDRD TITLE PGE CF-1 CF-2 CF-3 CF-4 MP-2 MP-3 CBINET FOUNDTION DETILS TYPE TRFFIC SIGNL EQUIPMENT CBINET FOUNDTION DETILS CBINET FOUNDTION DETILS TYPE B TRFFIC SIGNL EQUIPMENT CBINET FOUNDTION DETILS TYPE TRFFIC SIGNL CBINET ND UPS SIGNL POLE DETILS (STRIN ND COMBINTION LUMINIRE STRIN POLE) SIGNL POLE DETILS (MST RM ND COMBINTION LUMINIRE MST RM POLE) SIGNL POLE DETILS (MST RM SIGNL POLE MXIMUM LODING STNDRDS) SIGNL POLE DETILS (MST RM SIGNL POLE MXIMUM LODING STNDRDS) SIGNL POLE DETILS (MST RM SIGNL POLE MXIMUM LODING STNDRDS) PF-2 PEDESTL POLE ND FOUNDTIONPEDESTL POLE ND FOUNDTION (INSTLLTION DETILS) HH-1 B-1 VS-1 SW-1 SW-2 SM-3 SMB-1 SMB-2 SMB-3 T-1 SMD-1,2 WD-1 WD-2 P-1,2 P-4 SP-5,6,7,8,9 FB-2 PF-8 LF-1 LP-1,2 LP-3 SE-1 SE-2 SE-3 SE-4 HNDHOLE NCHOR BOLTS VENTED VRMINT SCREEN SIGNL HED MOUNTING DETILS SPN WIRE SIGNL HED MOUNTING DETILS SPN WIRE SIGNL HED MOUNTING DETILS - MST RM SIGNL HED MOUNTING DETILS - POLE TOP SIGNL HED MOUNTING DETILS - POLE TOP WITH TERMINL COMPRTMENT ND BRCKET SIGNL HED MOUNTING DETILS - POLE SIDE MOUNTING BRCKET TETHER WIRE DETILS SIGN MOUNTING DETILS STEEL STRIN SIGNL POLE WIRING ND RIGGING DETILS WOOD POLE WIRING ND RIGGING PEDESTRIN CTUTION PEDESTRIN CTUTION DETILS PEDESTRIN SIGNL INDICTION FLSHING BECON SIGNL POLE FOUNDTION LIGHTING POLE FOUNDTION LIGHTING POLE DETILS CONVENTIONL ND OFFSET HIGH MST LIGHT POLE ELECTRICL SERVICE ELECTRICL SERVICE ELECTRICL SERVICE ELECTRICL SERVICE INDEX OF SHEETS SECTION 1300-TRFFIC CONTROL REVISION DTE SHEET 1 OF 4 08/

4 STNDRD TITLE PGE SE-5 SE-6 SE-7 SE-8 SE-9 SE-10 SE-11 CCW-1 TD-1,B,C JB-R1,R2 JB-S1,S2,S3,S4 JB-S1,S2,S3,S4 ECI-1,2 PCS-1 WSP-1 ELECTRICL SERVICE ELECTRICL SERVICE ELECTRICL SERVICE ELECTRICL SERVICE ELECTRICL SERVICE ELECTRICL SERVICE ELECTRICL SERVICE CONTROL CENTER WIRING LOOP DETECTOR JUNCTION BOX TRFFIC USE JUNCTION BOX NON-DELIBERTE TRFFIC USE JUNCTION BOX NON-DELIBERTE TRFFIC USE ELECTRICL CONDUIT ND CONDUCTOR CBLE PROCEDURES FOR CLCULTING CENTROID ND TOTL SQURE FOOTGE OF SIGN PNEL TEMPORRY SIGNS (FOR CONSTRUCTION, MINTENNCE, PERMIT ND UTILITY CTIVITIES) WOOD POST ND SQURE TUBE POST SIGN STRUCTURES TEMPORRY SIGNS (FOR CONSTRUCTION, MINTENNCE, PERMIT ND UTILITY CTIVITIES) WOOD POST OR SQURE TUBE POST SIGN STRUCTURES TEMPORRY SIGNS (FOR CONSTRUCTION, MINTENNCE, PERMIT ND UTILITY CTIVITIES) WOOD POST SIGN STRUCTURES TEMPORRY SIGNS (FOR CONSTRUCTION, MINTENNCE, PERMIT ND UTILITY CTIVITIES) WOOD POST SIGN STRUCTURES - TTCHMENT DETILS TEMPORRY SIGNS (FOR CONSTRUCTION, MINTENNCE, PERMIT ND UTILITY CTIVITIES) SQURE TUBE POST SIGN STRUCTURES - TTCHMENT DETILS TEMPORRY SIGNS (FOR CONSTRUCTION, MINTENNCE, PERMIT ND UTILITY CTIVITIES) SQURE TUBE POST SIGN STRUCTURES - TTCHMENT DETILS TEMPORRY SIGNS (FOR CONSTRUCTION, MINTENNCE, PERMIT ND UTILITY CTIVITIES) SQURE TUBE POST SIGN STRUCTURES STP-1 SQURE TUBE SIGN POST SQURE TUBE SIGN POST SQURE TUBE SIGN POST SQURE TUBE SIGN POST FOUNDTION TYPE DETILS SQURE TUBE SIGN POST FOUNDTION TYPE B DETILS SQURE TUBE SIGN POST FOUNDTION TYPE C DETILS SQURE TUBE SIGN POST FOUNDTION TYPE B ND C DETILS SQURE TUBE SIGN POST FOUNDTION TYPE D ND E DETILS SQURE TUBE SIGN POST FOUNDTION TYPE F DETILS SQURE TUBE SIGN POST SIGN BRCING ND SIGN PNEL TTCHMENT DETILS SQURE TUBE SIGN POST SIGN BRCING DETILS SQURE TUBE SIGN POST MOUNTING HEIGHTS OF SIGN INSTLLTIONS SHEET 2 OF 4 REVISION DTE INDEX OF SHEETS SECTION TRFFIC CONTROL /17

5 STNDRD TITLE PGE SSP-V V SIGN STRUCTURE V SIGN STRUCTURE V SIGN STRUCTURE V SIGN STRUCTURE SSP-VI INTERSTTE SIGN STRUCTURE INTERSTTE SIGN STRUCTURE INTERSTTE SIGN STRUCTURE INTERSTTE SIGN STRUCTURE INTERSTTE SIGN STRUCTURE INTERSTTE SIGN STRUCTURE INTERSTTE SIGN STRUCTURE INTERSTTE SIGN STRUCTURE INTERSTTE SIGN STRUCTURE INTERSTTE SIGN STRUCTURE OSS-1 OVERHED SIGN STRUCTURE TYPICL DETILS OVERHED SIGN STRUCTURE SOCKETED BSE PLTE CONNECTION OVERHED SIGN STRUCTURE GUSSET PLTE CONNECTION OVERHED SIGN STRUCTURE FOUNDTION DETILS OVERHED SIGN STRUCTURE ELECTRICL DETILS FOR SIGN LIGHTING OVERHED SIGN STRUCTURE SIGN HNGER ND LUMINIRE RETRIEVL DETIL SPD-1 SIGN PNEL DESIGN SPD-2 EXTRUDED SIGN PNEL DESIGN SPD-3 SIGN PNEL DESIGN SPD-4 SIGN PNEL DESIGN SPD-5 SIGN PNEL DESIGN SPD-6 SIGN PNEL DESIGN SPD-7 SIGN PNEL DESIGN PRS-1 PUNCHING REQUIREMENTS FOR SIGN PNELS ED-2 ROD EDGE DELINETOR ED-3 INTERSTTE ROD EDGE DELINETORS MM-1 & USP-1 MILEPOST MRKERS & U-TYPE STEEL POST ISD-1 INTERCHNGE EXIT RMP SIGNING DETILS MOUNTING HEIGHTS OF SIGN INSTLLTIONS PM-1 TYPICL PVEMENT MRKING INTERCHNGE PM-2 TYPICL PVEMENT MRKING LIMITED CCESS LNE DROP INDEX OF SHEETS SECTION 1300-TRFFIC CONTROL REVISION DTE SHEET 3 OF 4 08/

6 STNDRD TITLE PGE PM-3 TYPICL PVEMENT MRKING UNSIGNLIZED INTERSECTIONS TYPICL PVEMENT MRKING SIGNLIZED INTERSECTIONS TYPICL PVEMENT MRKING SIGNLIZED INTERSECTIONS TYPICL PVEMENT MRKING CROSSWLK MRKINGS PM-5 TYPICL PVEMENT MRKING LEFT TURN PVEMENT MRKED MEDIN TYPICL PVEMENT MRKING TWO WY LEFT-TURN LNE PM-6 TYPICL PVEMENT MRKINGS BICYCLE LNE TYPICL PVEMENT MRKINGS BICYCLE LNE ND MRKED SHRED LNE PM-7 TYPICL PVEMENT MRKING RILROD-HIGHWY GRDE CROSSING PM-8 TYPICL PVEMENT MRKER LOCTION DETILS TYPICL PVEMENT MRKER LOCTION DETILS PM-9 PVEMENT MRKING LOCTION DETILS PM-10 PVEMENT WORD, SYMBOL, ND RROW MRKINGS LETTERS ND NUMERLS DETILS PVEMENT WORD, SYMBOL, ND RROW MRKINGS WORDS DETILS PVEMENT WORD, SYMBOL, ND RROW MRKINGS SQURE FOOT RES OF SYMBOLS ND RROWS PVEMENT WORD, SYMBOL, ND RROW MRKINGS RROW DETILS PVEMENT WORD, SYMBOL, ND RROW MRKINGS RROW DETILS PVEMENT WORD, SYMBOL, ND RROW MRKINGS RROW DETILS PVEMENT WORD, SYMBOL, ND RROW MRKINGS SYMBOL DETILS PVEMENT WORD, SYMBOL, ND RROW MRKINGS SYMBOL DETILS PVEMENT WORD, SYMBOL, ND RROW MRKINGS SYMBOL DETILS PVEMENT WORD, SYMBOL, ND RROW MRKINGS SYMBOL DETILS PVEMENT WORD, SYMBOL, ND RROW MRKINGS SQURE FOOT RES OF ROUTE SHIELD SYMBOLS PVEMENT WORD, SYMBOL, ND RROW MRKINGS ROUTE SHIELD DETILS PVEMENT WORD, SYMBOL, ND RROW MRKINGS ROUTE SHIELD DETILS PVEMENT WORD, SYMBOL, ND RROW MRKINGS ROUTE SHIELD DETILS PVEMENT WORD, SYMBOL, ND RROW MRKINGS ROUTE SHIELD DETILS SHEET 4 OF 4 REVISION DTE INDEX OF SHEETS SECTION TRFFIC CONTROL /17

7 SIZE ND NUMBER S REQUIRED BY CONTRCT DOCUMENTS 3-2" MINIMUM SPRE CONDUITS REQUIRED FOR FUTURE USE SHLL BE STUBBED OUT ND CPPED. NOTE THT DDITIONL SPRE CONDUITS MY BE REQUIRED BY THE CONTRCT DOCUMENTS. 1- MIN. CONDUIT REQUIRED FOR GROUNDING ELECTRODE CONDUCTOR CF-1 GROUNDING ELECTRODE CONDUCTOR GROUNDING ELECTRODE NCHOR BOLT SEE NOTE 1 & 2 SEE NOTE 4 MIN. THE NCHOR BOLTS SHLL EXTEND " TO BOVE THE TOP OF THE NUT FTER INSTLLTION OF THE NUTS, WSHERS ND CBINET FINISHED SURFCE 2" MIN. MX. NCHOR BOLT MIN. 1 LONG WITH 2" 90 DEGREE BEND SLOPED TO DRIN WY FROM CBINET (2% MX) FINISHED SURFCE SEE NOTE 1 & 2 SEE ECI-1, 2 FOR CONDUIT DEPTH C L BCKFILL WITH NO. 25 OR 26 CONDUIT S SPECIFIED ON CONTRCT GGR. TO BELOW CONDUIT DOCUMENTS FOR POWER SERVICE 3 GROUNDING ELECTRODE CONDUCTOR GROUNDING ELECTRODE SIDE VIEW CLSS 3 CONCRETE PD DJCENT TO FRONT CBINET DOOR ( SLOPED TO DRIN WY FROM CBINET ) TOP VIEW NCHOR BOLTS ND BOLT TEMPLTE SHLL BE FURNISHED WITH CBINET. CBINET SHLL BE CENTERED ON FOUNDTION. 18" 3. THE CONTROLLER CBINET T THE INSIDE ND OUTSIDE FOUNDTION JOINTS SHLL BE SELED WITH N PPROVED WTERPROOF SILICONE SELNT. 4. FOUNDTION LENGTH ND WIDTH SHLL PROJECT MINIMUM BEYOND LL SIDES OF THE CBINET. 5. EXCVTED RES SHLL BE BCKFILLED WITH GGREGTE. SEE NOTE 4 6. CF-1 FOUNDTION IS INTENDED FOR USE WITH TYPE "" (NEM TS-2) TRFFIC SIGNL EQUIPMENT CBINET. BCKFILL WITH NO. 25 OR 26 GGR. TO BELOW CONDUIT FRONT VIEW CLSS 3 CONCRETE 703 CBINET FOUNDTION DETILS TYPE TRFFIC SIGNL EQUIPMENT REVISION DTE SHEET 1 OF 1 02/

8 CF-2 SIZE ND NUMBER S REQUIRED BY CONTRCT DOCUMENTS 2-2" MINIMUM SPRE CONDUITS REQUIRED FOR FUTURE USE SHLL BE STUBBED OUT ND CPPED. NOTE THT DDITIONL SPRE CONDUITS MY BE REQUIRED BY THE CONTRCT DOCUMENTS. 1- MIN. CONDUIT REQUIRED FOR GROUNDING ELECTRODE CONDUCTOR GROUNDING ELECTRODE CONDUCTOR GROUNDING ELECTRODE THE NCHOR BOLTS SHLL EXTEND " TO BOVE THE TOP OF THE NUT FTER " NCHOR BOLT MIN. 8" LONG WITH 1 " 90 DEGREE BEND INSTLLTION OF THE NUTS, WSHERS ND CBINET SLOPED TO NCHOR BOLT SEE NOTE 1 & 2 SEE NOTE 4 MIN. FINISHED SURFCE 2" MIN. MX. DRIN WY FROM CBINET (2% MX) FINISHED SURFCE SEE ECI-1, 2 FOR CONDUIT DEPTH SEE NOTE 1 & 2 GROUNDING ELECTRODE CONDUCTOR BCKFILL WITH NO. 25 OR 26 GGR. TO BELOW CONDUIT GROUNDING ELECTRODE CONDUIT S SPECIFIED ON CONTRCT DOCUMENTS FOR POWER SERVICE SIDE VIEW 3 CLSS 3 CONCRETE PD ( SLOPED TO DRIN WY FROM CBINET ) NCHOR BOLTS ND BOLT TEMPLTE SHLL BE FURNISHED WITH CBINET. CBINET SHLL BE CENTERED ON FOUNDTION. TOP VIEW 3. THE CONTROL CENTER CBINET T THE INSIDE ND OUTSIDE FOUNDTION JOINTS SHLL BE SELED WITH N PPROVED WTERPROOF SILICONE SELNT. 4. FOUNDTION LENGTH ND WIDTH SHLL PROJECT MINIMUM BEYOND LL SIDES OF THE CBINET. 5. EXCVTED RES SHLL BE BCKFILLED WITH GGREGTE. 10" 6. TYPE ND TYPE B TRFFIC SIGNL CBINETS SHLL NOT BE INSTLLED ON CF-2 FOUNDTIONS. SEE NOTE 4 BCKFILL WITH NO. 25 OR 26 GGR. TO BELOW CONDUIT CLSS 3 CONCRETE FRONT VIEW CBINET FOUNDTION DETILS SHEET 1 OF 1 REVISION DTE /16

9 CLSS 3 CONCRETE PD SIZE ND NUMBER OF CONDUITS S REQUIRED BY CONTRCT DOCUMENTS 3 2" MIN. MX. THE NCHOR BOLTS SHLL BE EXTENDED " TO BOVE THE TOP OF THE NUT FTER INSTLLTION OF THE NUTS, WSHERS ND CBINET CF-3 NCHOR BOLT MIN. 1 LONG WITH 5" 90 DEGREE BEND 2" MIN. MX. SLOPED TO DRIN WY FROM CBINET (2% MX) NCHOR BOLT CLSS 3 CONCRETE MINTENNCE PD (SLOPED TO DRIN WY FROM CBINET, 2% MX) 38" CBINET FOUNDTION SEE NOTE 1 & 2 3-2" MINIMUM SPRE CONDUITS REQUIRED FOR FUTURE USE SHLL BE STUBBED ND CPPED. NOTE THT DDITIONL SPRE CONDUITS MY BE REQUIRED BY THE CONTRCT DOCUMENTS. 1- MIN. CONDUIT REQUIRED FOR GROUNDING ELECTRODE CONDUCTOR BCKFILL WITH NO. 25 OR 26 GGR. TO BELOW FOUNDTION SEE NOTE 1 & 2 SIDE VIEW GROUNDING ELECTRODE GROUNDING ELECTRODE CONDUCTOR CLSS 3 CONCRETE PD CONDUIT S SPECIFIED ON CONTRCT DOCUMENTS FOR POWER SERVICE NCHOR BOLTS, BOLT TEMPLTE, ND BSE DPTER (METL RISER) SHLL BE FURNISHED WITH CBINET. CBINET ON BSE DPTER (METL RISER) SHLL BE CENTERED ON FOUNDTION. TOP VIEW REQUIRED BOVE FINISHED SURFCE FINISHED SURFCE MIN THE CONTROLLER CBINET T THE INSIDE ND OUTSIDE FOUNDTION JOINTS SHLL BE SELED WITH N PPROVED WTERPROOF SILICONE SELNT. FOUNDTION LENGTH ND WIDTH SHLL BE S REQUIRED TO PROJECT NO LESS THN MINIMUM BEYOND LL SIDES OF THE CBINET. EXCVTED RES SHLL BE BCKFILLED WITH GGREGTE. 28" SEE ECI-1, 2 FOR CONDUIT DEPTH CF-3 FOUNDTION IS INTENDED FOR USE WITH TYPE "B" (CLTRNS MODEL 332) TRFFIC SIGNL EQUIPMENT CBINET. CONDUITS ENTERING THE FOUNDTION SHLL BE RRNGED IN CIRCULR PTTERN. THE CONTRCTOR SHLL SUBMIT CONDUIT RRNGEMENT PLN FOR PPROVL PRIOR TO PLCEMENT. CLSS 3 CONCRETE 38" BCKFILL WITH NO. 25 OR 26 GGR. TO BELOW FOUNDTION FRONT VIEW GROUNDING ELECTRODE GROUNDING ELECTRODE CONDUCTOR 703 CBINET FOUNDTION DETILS TYPE B TRFFIC SIGNL EQUIPMENT REVISION DTE SHEET 1 OF 2 02/

10 CF-3 CONTROLLER CBINET (SEPRTE PY ITEM) EXTERNL COMMUNICTIONS INTERFCE BOX (INCLUDED IN CONTROLLER CBINET PY ITEM) MINIMUM RIGID METL CONDUIT (ONE-PIECE, BENT) (SEPRTE PY ITEM, S SHOWN ON CONTRCT DOCUMENTS) MXIMUM 2' JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "VDOT COMM" (SEPRTE PY ITEM, S SHOWN ON CONTRCT DOCUMENTS) GROUNDING ELECTRODE 2" MINIMUM CONDUIT TO COMMUNICTION CONNECTION BCKFILL WITH NO. 25 OR 26 GGR. TO BELOW FOUNDTION COMMUNICTION SERVICE CONNECTION DETIL SHEET 2 OF 2 REVISION DTE NEW 02/ CBINET FOUNDTION DETILS TYPE B TRFFIC SIGNL EQUIPMENT 703

11 STNDRD THIS PGE INTENTIONLLY LEFT BLNK TITLE REVISION DTE SHEET 1 OF 1.

12 CF-4 CONDUIT(S) S SPECIFIED ON CONTRCT DOCUMENTS FOR POWER SERVICE THE NCHOR BOLTS SHLL EXTEND " TO 3-2" MINIMUM SPRE CONDUITS REQUIRED FOR FUTURE USE SHLL BE STUBBED OUT ND CPPED. NOTE THT DDITIONL SPRE CONDUIT(S) MY BE REQUIRED BY THE CONTRCT DOCUMENTS. CONDUIT(S) SIZE ND NUMBER S REQUIRED BY CONTRCT DOCUMENTS 1- MIN. CONDUIT REQUIRED FOR GROUNDING ELECTRODE CONDUCTOR GROUNDING ELECTRODE CONDUCTOR GROUNDING ELECTRODE 2-2" SPRE CONDUITS REQUIRED FOR FUTURE USE SHLL BE STUBBED OUT ND CPPED. NOTE FINISHED SURFCE THT DDITIONL SPRE MIN. CONDUIT(S) MY BE BOVE THE TOP OF THE NUT FTER INSTLLTION OF THE NUTS, WSHERS, ND CBINET. SEE NOTE 8. CONDUIT(S) TO UPS CBINET CONDUIT(S) TO CONTROLLER CBINET 2" MIN. MX. SLOPED TO DRIN WY FROM CBINET (2% MX) FINISHED SURFCE 2" REQUIRED BY THE CONTRCT DOCUMENTS. SEE ECI-1, 2 FOR CONDUIT DEPTH SEE NOTE 1 & 2 CONTROLLER CBINET SEE NOTE 1 & 2 3-2" CONDUITS UPS CBINET SEE NOTE 1 & 2 NCHOR BOLT SEE NOTE 4 SEE NOTE 1 & 2 GROUNDING ELECTRODE GROUNDING ELECTRODE NOTE: 3-2" CONDUITS BETWEEN CONTROLLER CBINET ND UPS CBINET NOT SHOWN IN SIDE VIEW FOR CLRITY CONDUCTOR SIDE VIEW BCKFILL WITH NO. 25 OR 26 GGR. TO BELOW CONDUIT REQUIRED BETWEEN CONTROLLER CBINET ND UPS CBINET 3 CLSS 3 CONCRETE PD DJCENT TO FRONT CBINET DOORS 1. NCHOR BOLTS ND BOLT TEMPLTES SHLL BE FURNISHED WITH BOTH CBINETS. (SLOPED TO DRIN WY FROM CBINET) SEE NOTE 4 TOP VIEW THE CONTROLLER CBINET ND UPS CBINET SHLL BE CENTERED FROM FRONT TO BCK ON THE FOUNDTION. THE TOTL WIDTH OF THE CONTROLLER CBINET ND UPS CBINET SHLL BE CENTERED FROM SIDE TO SIDE ON THE FOUNDTION. THE CONTROLLER CBINET ND UPS CBINET T THE INSIDE ND OUTSIDE FOUNDTION JOINTS SHLL BE SELED WITH N PPROVED WTERPROOF SILICONE SELNT. 4. THE FOUNDTION WIDTH ND LENGTH SHLL PROJECT MINIMUM BEYOND LL SIDES OF THE CBINETS. 18" 5. EXCVTED RES SHLL BE BCKFILLED WITH GGREGTE. 6. CF-4 FOUNDTION IS INTENDED FOR USE WITH TYPE "" (NEM TS-2) TRFFIC SIGNL EQUIPMENT CBINET WITH SEPRTE UPS CBINET. BCKFILL WITH NO. 25 OR 26 GGR. TO 7. DOOR HINGE LOCTIONS SHLL BE IN CCORDNCE WITH SECTION 703 OF THE S. BELOW CONDUIT FRONT VIEW CLSS 3 CONCRETE 8. ECH CBINET SHLL HVE FOUR DI. X 1 LONG WITH 2" 90 DEGREE BEND NCHOR BOLTS. SHEET 1 OF 1 REVISION DTE NEW 02/16 CBINET FOUNDTION DETILS TYPE TRFFIC SIGNL EQUIPMENT CBINET ND UPS 703

13 MP-2 SEE NOTE 1 REMOVBLE POLE CP 12" MX. HOLE PROVIDED IN PLTE, TOP CLMP, ND POLE FOR INTERNL WIRING LUMINIRE RM 5'-0" MX 1. S REQUIRED BY THE CONTRCT DOCUMENTS. 2. POLE HEIGHT DESIGNED TO CCOMMODTE TTCHING SPN CROSS THE GRETEST DISTNCE T POINT 18" FROM THE TOP OF THE POLE OR THE LOWEST POLE CLMP. SPNS CROSSING LESSER DISTNCE ND TTCHED TO THE SME POLE SHLL BE TTCHED LOWER THN 18" S DOING SO WILL RESULT IN THE LOWEST SIGNL HED SECTION MINTINING THE MINIMUM CLERNCE, USING NO EXTENSIONS S SHOWN BY STNDRD SW-1. 18" 18" HNDHOLE COVER WITH CHIN SEE NOTE 6 3. SPN WIRE RIGGING SHLL BE IN CCORDNCE WITH STNDRD WD-1. TETHER WIRE RIGGING SHLL BE IN CCORDNCE WITH STNDRD T-1. SEE NOTE 2 SEE NOTE 3 SPN WIRE SPN SG FTER LODING SEE NOTE 1 SHLL BE NO GRETER THN 5% ITS LENGTH ND NO LESS THN 3.5%. SIGN SEE NOTE 3 SEE NOTE 1 SEE NOTE 4 TETHER WIRE PEDESTRIN SIGNL HED PEDESTRIN PUSH BUTTON (SEE STNDRD P-2) ID TG (BOVE HNDHOLE) HINGED HNDHOLE COVER (SEE STNDRD HH-1) GROUNDING LUG SEE STNDRD T-1 4. THE MOUNTING HEIGHT FROM THE PEDESTRIN PTH (OR THE HIGHEST POINT OF THE PVEMENT SURFCE IF THERE IS NO PEDESTRIN PTH) TO THE LOWEST POINT OF THE SIGNL HOUSING (INCLUDING BRCKETS ND BCKPLTE) SHLL BE S PER THE CONTRCT DOCUMENTS. 5. "J" HOOK FOR WIRE SUPPORT SHLL BE PLCED NER LL HNDHOLES THT RE LOCTED MORE THN 4 FEET UP THE STRUCTURE. 6. POLE CLMP SHLL BE INSTLLED IN CCORDNCE WITH MNUFCTURER'S INSTLLTION INSTRUCTIONS WITHOUT THE USE OF SPCERS OR SHIMS. 7. SEE STNDRD B-1 FOR NCHOR BOLT DETILS. PF-8 FOUNDTION (SEPRTE PY ITEM) STEEL STRIN POLE DETILS STRIN ND COMBINTION LUMINIRE STRIN POLE REVISION DTE SHEET 1 OF 1 08/

14 MP-3 LUMINIRE RM LENGTH S PER THE CONTRCT DOCUMENTS HOLE PROVIDED IN PLTE, TOP CLMP, 1. S REQUIRED BY THE S. 2. SIGNL WIRING HOLE SHLL BE LOCTED ON THE BOTTOM OF THE RM DIRECTLY BEHIND THE HNGER SSEMBLY WHEN STNDRD SM-3 HNGER SSEMBLIES RE REQUIRED. SIGNL WIRING SHLL BE CONCELED IN THE STNDRD SM-3 HNGER SSEMBLIES. 5'-0" MX ND POLE FOR INTERNL WIRING LUMINIRE RM 12" MX. 3. THE LIGNMENT OF THE LUMINIRE RM SHLL BE S SHOWN IN THE CONTRCT DOCUMENTS. REMOVBLE RM CP 4. FTER THE LODS RE PPLIED, THE VERTICL CLERNCE FROM THE HIGHEST POINT OF THE PVEMENT SURFCE SHLL BE:. 16' MINIMUM (15' MINIMUM FOR MINTENNCE CTIVITIES) TO THE LOWEST POINT OF THE SIGNL HED SSEMBLIES (INCLUDING BCKPLTES) ND SIGNS. B. 25' MXIMUM TO THE TOPS OF THE SIGNL HOUSINGS. SIGNL WIRING HOLE (SEE NOTE 2) 5. THE MOUNTING HEIGHT FROM THE PEDESTRIN PTH (OR THE HIGHEST POINT OF THE PVEMENT SURFCE IF THERE IS NO BCKPLTE PEDESTRIN PTH) TO THE LOWEST POINT OF THE SIGNL HOUSING (INCLUDING BRCKETS ND BCKPLTE) SHLL BE S PER THE CONTRCT DOCUMENTS. 6. "J" HOOK FOR WIRE SUPPORT SHLL BE PLCED NER LL HNDHOLES THT RE LOCTED MORE THN 4 FEET UP THE STRUCTURE. 7. MST RMS MY BE SPLICED. IF SPLICED, FIELD SSEMBLY SHLL CHIEVE SNUG TIGHT JOINT. MTING SURFCES SHLL BE SMOOTH ND FREE OF BURRS, DENTS, OR LUMPS OF ZINC. 8. POLE CLMP SHLL BE INSTLLED IN CCORDNCE WITH MNUFCTURER'S INSTLLTION INSTRUCTIONS WITHOUT THE USE OF SPCERS OR SHIMS. HNDHOLE COVER WITH CHIN SEE NOTE 8 SEE NOTE 1 8" DRIP LOOP BEHIND HED 2" ID TG MIN. SEE NOTE 4 ON BCK OF RM STREET NME SIGN MST RM ND FLNGE PLTES MY BE VERTICL OR SLOPED HNDHOLE COVER WITH CHIN PEDESTRIN PUSH BUTTON (SEE STNDRD P-2) REMOVBLE POLE CP 12" MIN. POLE LENGTH - SEE NOTE 1 POLE LENGTH - SEE NOTE 1 9. MST RMS SHLL BE CONNECTED TO THE POLE USING THRU-BOLTS. NEITHER WELDED STUDS NOR THREDED PLTES WILL BE LLOWED. 10. DUL MST RM CONNECTIONS MY BE MDE BY USING TWO SINGLE RM CONNECTIONS WITH THE LONGER MST RM ON THE BOTTOM. 11. SEE THE CONTRCT DOCUMENTS FOR NGLE BETWEEN DUL MST RMS. RODWY SURFCE ID TG (BOVE HNDHOLE) HINGED HNDHOLE COVER (SEE STNDRD HH-1) GROUNDING LUG 2 MIN. SEE NOTE 5 PF-8 FOUNDTION (SEPRTE PY ITEM) SHEET 1 OF 4 REVISION DTE 08/ SIGNL POLE DETILS MST RM ND COMBINTION LUMINIRE MST RM POLE

15 MP-3 1. THESE LODING REQUIREMENTS SHLL BE USED FOR THE DESIGN OF LL NEW MST RM STRUCTURES, EXCEPT IN THE FOLLOWING SITUTIONS WHERE THE STRUCTURE SHLL REQUIRE PROJECT-SPECIFIC DESIGN: THE WIND LODS OR DED LODS ON THE MST RM STRUCTURE SPECIFIED ON THE PLNS WILL EXCEED WHT IS SHOWN ON THIS STNDRD FOR THE PROPOSED RM LENGTH. THE STRUCTURE IS DUL RM STRUCTURE WHERE THE RMS RE NOT T 90 DEGREES TO ECH OTHER. 2. EMERGENCY VEHICLE PREEMPTION DEVICES, PEDESTRIN PUSH BUTTONS, ND NTENNE SHLL BE CONSIDERED TO HVE NEGLIGIBLE WEIGHT ND SURFCE RE FOR THE PURPOSES OF STRUCTURL DESIGN OF THE MST RM POLES ND FOUNDTIONS. 3. FOR DUL MST RM STRUCTURES WITH TWO RMS T 90 DEGREES TO ECH OTHER, THE POLE ND FOUNDTION SHLL BE DESIGNED FOR THE WORST-CSE DED LOD ND WIND LOD CONDITIONS FROM EITHER RM. 4. FOR THE PURPOSES OF WIND LOD NLYSIS, LL LODS SHLL BE TRETED S IF THEY RE POINTED IN THE SME DIRECTION (FCING WIND). THERE SHLL BE NO DEDUCTIONS FOR DEVICES MOUNTED T NGLES. 5. THE RES PROVIDED DO NOT TKE INTO CCOUNT THE WIND DRG COEFFICIENT. 6. UNLESS SPECIFIED OTHERWISE IN THE CONTRCT DOCUMENTS, EQUIPMENT LODS ND SIZES SHOWN IN THIS STNDRD SHLL BE USED FOR THE STRUCTURE ND FOUNDTION DESIGN, EVEN IF LIGHTER LODS OR SMLLER EQUIPMENT SIZES RE PROPOSED. DEVICE SURFCE RE (SEE NOTES 5 & 6) DED LOD (SEE NOTE 6) 3-SECTION SIGNL HED W/ BCKPLTE 8.7 SF 65 LBS 4-SECTION SIGNL HED W/ BCKPLTE 11.0 SF 80 LBS 5-SECTION SIGNL HED W/ BCKPLTE (IN-LINE) 13.4 SF 95 LBS 5-SECTION SIGNL HED W/ BCKPLTE (DOGHOUSE/CLUSTER) SF 105 LBS SP-9 PEDESTRIN SIGNL HED 2.4 SF 30 LBS 30" x 3 SIGN 7.5 SF 22.5 LBS B 3 x 42" SIGN 10.5 SF 26.7 LBS C 12' x 2.5' STREET NME SIGN 30 SF 66 LBS D 15' x 2.5' STREET NME SIGN 37.5 SF 88.5 LBS VIDEO CMER 1.00 SF 22 LBS SIGNL POLE DETILS MST RM SIGNL POLE MXIMUM LODING STNDRDS REVISION DTE SHEET 2 OF 4 NEW 02/

16 MP-3 60' 1' 11' 11' 11' 26' 3' 3' 3' 12.5' SEE POLE LODING DETIL 60' B D 11' 46' 49' 1' 11' 11' 10' 16' SEE POLE LODING 3' 3' 3' 7.5' DETIL 4' 49' B C 15' 24' 4' 40' 1' 11' 11' 17' SEE POLE LODING 3' 3' 8' DETIL 2' 10.5' 15' 18' MST RM MOUNTING HEIGHT UNLESS SPECIFIED OTHERWISE IN THE CONTRCT DOCUMENTS B 1' 3' C 10' 20' 30' 10' 19' 4' 7' 40' 30' SEE POLE LODING DETIL B C 11' 10' POLE LODING DETIL SEE SHEET 2 FOR NOTES. SHEET 3 OF 4 REVISION DTE NEW 02/ SIGNL POLE DETILS MST RM SIGNL POLE MXIMUM LODING STNDRDS

17 5-SECTION MP-3 1' 4-SECTION DOGHOUSE/CLUSTER 3-SECTION 3-SECTION 75' 6' 6' 6' 6' 6' 12' 12' 3' 3' 4' 4' 3' 3' 20' SEE POLE LODING DETIL 75' B B (LODING CSE 2) 12' 54' 1' 11' 11' 11' 11' 11' 3' 3' 3' 4' 75' 19' 9' SEE POLE LODING DETIL 75' B D (LODING CSE 1) 22' 45' 70' 1' 11' 11' 11' 11' 25' 3' 3' 3' 4' 12' SEE POLE LODING DETIL 70' B D 22' 40' 65' 1' 11' 11' 11' 11' 20' 3' 3' 3' 4' 9.5' SEE POLE LODING DETIL 65' B D 22' 35' SEE SHEET 2 FOR NOTES. SIGNL POLE DETILS MST RM SIGNL POLE MXIMUM LODING STNDRDS REVISION DTE SHEET 4 OF 4 08/

18 PF-2 1. THIS STNDRD SHLL ONLY BE USED TO SUPPORT VEHICULR ND PEDESTRIN SIGNL HEDS, PUSH BUTTONS, ND/OR SIGNS 3 IN WIDTH OR LESS, INCLUDING DIMOND WRNING SIGNS WITH 3 OR LESS EDGE LENGTH. 2. ECH FOUNDTION SHLL BE PERMNENTLY MRKED TO INDICTE LL SIDES FROM WHICH CONDUITS PSS. THIS MRK SHLL BE MDE WITH TROWEL WHEN FINISHING THE CONCRETE ND SHLL BE " DEEP ND TO LONG. 3. PEDESTL POLE SHLL HVE BREKWY TRNSFORMER TYPE BSE. THE TRNSFORMER BSE SHLL BE INSTLLED PER THE MNUFCTURER'S INSTLLTION INSTRUCTIONS. 4. SEE PEDESTRIN CTUTION STNDRDS FOR DETILS. 4 " OUTSIDE DIMETER 5. PEDESTL POLE LENGTH SHLL BE S SPECIFIED IN THE CONTRCT (SEE NOTE 7) DOCUMENTS. PEDESTL POLE LENGTH SHLL NOT EXCEED 15 FEET. 6. MOUNTING HEIGHT SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. 7. STRUCTURL TUBE MTERIL SHLL BE LUMINUM 6061-T6 WITH MINIMUM 0.33 WLL THICKNESS. SEE NOTE 4 ID TG IF POLE SHFT SCREWS INTO TRNSFORMER BSE INSTED OF BEING WELDED, THREE SET SCREWS OR OTHER PPROVED METHOD SHLL BE USED TO LOCK SHFT IN POSITION. 4 - X 18" STRIGHT GLVNIZED NCHOR BOLTS ON 12" DIMETER BOLT TEMPLTE. HEVY HEX NUT ON EMBEDDED END. POLE LENGTH (SEE NOTE 5) MOUNTING HEIGHT (SEE NOTE 6) HINGED LTCHBLE CCESS COVER GROUNDING LUG GROUNDING ELECTRODE CONDUCTOR SEE DETIL B ON SHEET 2 CLSS 3 CONCRETE 2 X 2 SQURE OR 2 DIMETER ROUND SEE DETIL ON SHEET 2 SIDEWLK OR PEDESTRIN PTH GROUNDING ELECTRODE MIN. 18" MIN. 30" MIN. 1 " CONDUIT CONDUITS S SPECIFIED IN THE CONTRCT DOCUMENTS SHEET 1 OF 2 REVISION DTE 07/ PEDESTL POLE ND FOUNDTION DETILS

19 PF-2 CHMFER CHMFER " PREFORMED JOINT FILLER SLOPE SURFCE OF FOUNDTION TO DRIN SIDEWLK OR CONCRETE MEDIN/ISLND MX. 2" MIN. BOVE GRDE MX. BOVE GRDE DETIL SIDEWLK OR CONCRETE MEDIN/ISLND DETIL B BREKWY BSE WIDTH OF SIDEWLK WIDTH OF MEDIN TRNSFORMER BSE CENTERED ON LEVEL PORTION OF THE FOUNDTION OR PEDESTRIN PTH 5'-0" MIN. TRNSFORMER BSE CENTERED ON LEVEL PORTION OF THE FOUNDTION OR ISLND RE-GRDE ROUND FOUNDTION, S NEEDED, TO PROVIDE POSITIVE DRINGE WY FROM THE BCK SIDE OF THE FOUNDTION. " PREFORMED JOINT FILLER " PREFORMED JOINT FILLER FLUSH SURFCE FLUSH SURFCE CHMFER PLN VIEW OF DETIL T SIDEWLK PLN VIEW OF DETIL T CONCRETE MEDIN/ISLND 1. WHEN FOUNDTION IS DJCENT TO THE BCK EDGE OF SIDEWLK BUT NOT WITHIN THE SIDEWLK THE TOP OF THE FOUNDTION SHLL BE ELEVTED 2 INCHES MINIMUM BOVE THE SIDEWLK GRDE. 2. ROUND FOUNDTIONS RE SHOWN, HOWEVER SQURE FOUNDTIONS RE CCEPTBLE ND SHLL FOLLOW THE SME REQUIREMENTS. PEDESTL POLE ND FOUNDTION INSTLLTION DETILS REVISION DTE SHEET 2 OF 2 NEW 07/

20 STNDRD THIS PGE INTENTIONLLY LEFT BLNK SHEET 1 OF 1 REVISION DTE. TITLE

21 HH-1 B POLE 1. HNDHOLES T LOCTIONS NOT SHOWN SHLL BE X 5" MINIMUM. 2. HNDHOLES WITHIN 10 FEET OF THE GROUND LINE SHLL BE HINGED ND LTCHBLE, WITH N PPROVED LTCHING MECHNISM. B " MIN. R=2" C C D MIN. OPENING D POLE 8" MIN. 2 MIN. OPENING MIN. C C D R= 10" MIN. OPENING D 2 MIN. 30" MIN. OPENING BSE PLTE BSE PLTE SIGNL POLE / SIGN STRUCTURE ELEVTION VIEW HIGH MST LIGHT POLE ELEVTION VIEW " MIN. MIN. POLE NEOPRENE GSKET HNDHOLE COVER LTCHING MECHNISM POLE NEOPRENE GSKET ONE PIECE SECTION - SECTION B-B CONTINUOUS PINO STYLE S.S. HINGE SECTION C-C SECTION D-D HNDHOLE DETILS REVISION DTE SHEET 1 OF 1 NEW 07/

22 B HEVY HEX. NUTS " MIN. LEVELING NUT SEE NOTE 3 EMBEDMENT LENGTH S DETERMINED BY THE FOUNDTION DESIGNER 2 - HEVY HEX. NUTS 2 - HRD FLT WSHERS MIN. MIN. GLV. BOLT DIMETER MIN. THRED 2 - HRD FLT WSHERS (GLV.) BSE PLTE DOUBLE LPPED WIRE MESH RING SEE STNDRD VS-1 TOP OF FOUNDTION LTERNTE " NCHOR RING LTERNTE PLTE LENGTH MIN. GLV. MIN. THRED THRED SEE NOTE 3 MIN. " MIN. BOLT DIMETER NCHORGE DETIL 3 - HEVY HEX. NUTS 2 - HRD FLT WSHERS (GLV.) BSE PLTE FINISHED GRDE 2 - HEVY HEX. NUTS 2 - HRD FLT WSHERS LTERNTE " NCHOR RING PLTE NCHOR BOLT DETIL BOLT CIRCLE DIMETER " NCHOR RING PLTE 1. PROVIDE 5 NUTS ND 4 WSHERS PER NCHOR BOLT. SEE S FOR NUT INSTLLTION PROCEDURE. BOLT DIMETER 2 " 2. CONDUITS ND REINFORCING STEEL NOT SHOWN FOR CLRITY. 3. DISTNCE BETWEEN BOTTOM OF BSE PLTE ND TOP OF FOUNDTION SHLL BE NO GRETER THN THE DIMETER OF NCHOR BOLT PLUS ONE INCH. 4. THIS STNDRD DOES NOT PPLY TO STRUCTURES MOUNTED TOP TRNSFORMER BSES. LTERNTE NCHOR RING PLTE DETIL HOLE = BOLT DIMETER " SHEET 1 OF 1 REVISION DTE 08/ NCHOR BOLTS INSTLLTION DETILS

23 VS-1 BOLT CIRCLE 1. WIRE MESH RING SHLL BE " WOVEN HRDWRE CLOTH 27 GGE (COMMERCIL GRDE) HOT DIPPED GLVNIZED. DOUBLE LP MESH ND SECURE WITH PLSTIC COTED WIRE TWIST TIES. LENGTH ND HEIGHT DETERMINED BY FIELD MESUREMENTS. 2. WIRE MESH RING SHLL BE PLCED INSIDE THE BOLT CIRCLE BEFORE THE POLE IS ERECTED ND PLUMBED. 3. WIRE MESH RING SHLL BE COMPRESSED BETWEEN POLE BSE PLTE, CONCRETE FOUNDTION, ND BOLTS. ENSURE THE WIRE MESH RING WILL REMIN IN PLCE ND NY CCESS THROUGH THE POLE BSE PLTE OPENING IS ELIMINTED. 4. WELDING OR DRILLING IS NOT PERMITTED ON BSE PLTE OF POLE. 5. CONDUITS NOT SHOWN FOR CLRITY. PLN VIEW 6. THIS STNDRD DOES NOT PPLY TO STRUCTURES MOUNTED TOP TRNSFORMER BSES. POLE WIRE MESH RING SEE DETIL NCHOR BOLTS NCHOR BOLTS WIRE TWIST TIES WIRE MESH RING DIM. X DIM. X " DETIL VENTED VRMINT SCREEN VENTED VRMINT SCREEN DETILS REVISION DTE SHEET 1 OF 1 08/

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25 SPN WIRE CLMP SW-1 MXIMUM MXIMUM SIGNL CONDUCTOR CBLE CBLE RING 18" SPCING MXIMUM CBLE TIE CBLE RING 18" SPCING MXIMUM CBLE TIE SIGNL CONDUCTOR CBLE 8" DRIP LOOP (MINIMUM ONE LOOP PER CBLE) N PPROVED WTERPROOF SILICONE SELNT SHLL BE PPLIED TO THE THRED RE BOVE THE PIPE COUPLING BEFORE THE LOCK NUT IS TIGHTENED WETHERHED SIGNL HNGER LOCK NUT EYELET N PPROVED WTERPROOF SILICONE SELNT SHLL BE PPLIED ON THE CONNECTION BETWEEN THE HNGER SSEMBLY ND SIGNL HED SSEMBLY 1 " STEEL LEVELING PIPE LOCK NUT SIGNL HEDS ND SIGNS MOUNTED ON THE SME SPN WIRE SHLL BE INSTLLED ON LEVEL PLNE WITHIN THE HEIGHT CLERNCE REQUIREMENT IN T-1. CONDUCTOR CBLES SHLL BE CONTINUOUS FROM THE CBINET TO THE NEREST SIGNL HED TO WHICH IT PPLIES EXCEPT CBLE TERMINTIONS MY BE LLOWED ON THE POLE TERMINL STRIP WHEN REQUIRED BY THE CONTRCT DOCUMENTS. THE CBLE SHLL LSO BE CONTINIOUS FROM THE FIRST SIGNL HED TO NY DDITIONL SIGNL HEDS WITH TERMINTION ON THE TERMINLS WITHIN THE SIGNL HED HOUSING. SPCERS SHLL BE INSTLLED BETWEEN THE EYELET OF THE HNGER SSEMBLY ND THE INSIDE OF THE SPN WIRE CLMP TO ELIMINTE NY GP. BOLT THREDED PIPE COUPLING BOLT METL SERRTED LOCKING RING SIGNL HED NEOPRENE O-RING 1 " CST NIPPLE HNGER SSEMBLY DETIL 4. BCKPLTES INTENTIONLLY NOT SHOWN SO EQUIPMENT DETIL COULD BE SHOWN MORE CLERLY. 5. SEE T-1 FOR TETHER WIRE ND CLMP DETILS. 703 SIGNL HED MOUNTING DETILS SPN WIRE REVISION DTE SHEET 1 OF 1 02/

26 SW-2 1. SIGNL HEDS ND SIGNS MOUNTED ON THE SME SPN WIRE SHLL BE INSTLLED ON LEVEL PLNE WITHIN THE HEIGHT CLERNCE REQUIREMENT IN T-1. MX. MX. SPN WIRE CLMP 2. CONDUCTOR CBLES SHLL BE CONTINUOUS FROM THE CBINET TO THE NEREST SIGNL HED TO WHICH IT PPLIES EXCEPT CBLE TERMINTIONS MY BE LLOWED ON THE POLE TERMINL STRIP WHEN REQUIRED BY THE CBLE RING 18" SPCING MXIMUM CBLE TIE SIGNL CBLE TIE CBLE RING 18" SPCING MXIMUM 3. CONTRCT DOCUMENTS. THE CBLE SHLL LSO BE CONTINUOUS FROM THE FIRST SIGNL HED TO NY DDITIONL SIGNL HEDS WITH TERMINTION ON THE TERMINLS WITHIN THE SIGNL HED HOUSING. SPCERS SHLL BE INSTLLED BETWEEN THE EYELET OF THE HNGER SSEMBLY ND THE INSIDE OF THE SPN WIRE CLMP TO ELIMINTE NY GP. DJUSTBLE SIGNL HED LEVELING TTCHMENT WITH SEPRTE CBLE ENTRY WETHERHED CONDUCTOR CBLE SIGNL CONDUCTOR CBLE CBLE TIES ON CENTERS N PPROVED WTERPROOF SILICONE SELNT SHLL BE PPLIED ON THE 4. BCKPLTES INTENTIONLLY NOT SHOWN SO EQUIPMENT DETIL COULD BE SHOWN MORE CLERLY. CONNECTION BETWEEN THE HNGER SSEMBLY ND SIGNL HED SSEMBLY 5. SEE T-1 FOR TETHER WIRE ND CLMP DETILS. EYELET CBLE ENTRNCE HED SHLL BE POSITIONED WITH THE ENTRNCE HOLE FCING THE DIRECTION THE SIGNL CBLE IS PULLED FROM 8" DRIP LOOP BEHIND SIGNL HED SSEMBLY (MINIMUM ONE LOOP PER CBLE) LOCK WSHERS NUTS BOLTS EXTENSION (WHEN REQUIRED) GSKET RING WETHERHED SIGNL HED NEOPRENE GSKET LOCK WSHERS NUTS HNGER SSEMBLY DETILS SHEET 1 OF 1 REVISION DTE 02/ SIGNL HED MOUNTING DETILS SPN WIRE 703

27 Á~ ÌVoËßÁ!ÌßÁmG,ÌÏßÁ ŸÍßÁ > muçßá} &9ÊßÁ ÐßÁ ÁßÊt ÁßÊ[ÈÞ ÆËßÁ ÿ " ÌßÁ ðìßáll¼ksíßá >ÇÌßÁLL<ÓêÍßÁ ~fúëßáll<¹ñîßá Å ÎßÁ héßá =9ïÌßÁ vèßálÿ ŽÍßÁ ï9èßá =5 ÏßÁ EÎßÁ ÁßÏà _SÁß ÁßÐ+.KÁßÇhPè ÁßÌV9ÒþåÁýfÊßÁ òpì&ìßáßá ò ~N ò0 ßÁ Á ± ÌßÁ ÿÿ ŒÛŽËßÁ Á švõ&êßá9 ueïßá

28 SMB-1 CST NIPPLE NEOPRENE O-RING SIGNL HED METL SERRTED LOCKING RING N PPROVED WTERPROOF SILICONE SELNT SHLL BE PPLIED ON THE OUTSIDE OF THE CONNECTION BETWEEN THE MOUNTING BRCKET ND SIGNL HED MULTI-WY MOUNTING DETIL CONDUCTOR CBLE 3 (MIN.) STINLESS STEEL SET SCREWS REQUIRED 4 " POLE DPTOR FOR PF-2 PEDESTL POLE TOP MOUNTING CST LUMINUM SIGNL HEDS ONLY IF PEDESTRIN SIGNL HEDS RE BEING INSTLLED, THE MOUNTING TTCHMENTS SHLL BE TYPE SPECIFICLLY MNUFCTURED FOR THT PURPOSE. MOUNTING BRCKETS SHOWN RE TYPICL ND FOR ONE-WY ND MULTI-WY SIGNL DISPLYS. BCKPLTES INTENTIONLLY NOT SHOWN SO EQUIPMENT DETIL COULD BE SHOWN MORE CLERLY. SIGNL HEDS MY BE MOUNTED USING TRI-STUD SSEMBLIES INSTED OF THE CST NIPPLE SSEMBLIES. SHEET 1 OF 1 REVISION DTE /16 SIGNL HED MOUNTING DETILS POLE TOP 703

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30 SMB-2 SEE NOTE 3 N PPROVED WTERPROOF SILICONE SELNT SHLL BE PPLIED ON THE OUTSIDE OF THE CONNECTION BETWEEN THE MOUNTING BRCKET ND SIGNL HED SIGNL HED NEOPRENE O-RING CST NIPPLE METL SERRTED LOCKING RING SEE NOTE 3 MULTI-WY MOUNTING DETIL SIGNL HED TERMINL COMPRTMENT WHEN REQUIRED BY CONTRCT DOCUMENTS. TERMINL BLOCK SHLL BE OF NON- CORROSIVE MTERIL WITH STINLESS STEEL SCREWS. SEE NOTE 3 4 " POLE DPTOR N PPROVED WTERPROOF SILICONE SELNT SHLL BE PPLIED ON THE OUTSIDE OF THE CONNECTION BETWEEN THE MOUNTING BRCKET ND SIGNL HED CONDUCTOR CBLE POLE TOP MOUNTING CST LUMINUM OR POLYCRBONTE SIGNL HEDS IF PEDESTRIN SIGNL HEDS RE BEING INSTLLED, THE MOUNTING TTCHMENTS SHLL BE TYPE SPECIFICLLY MNUFCTURED FOR THT PURPOSE. MOUNTING BRCKETS SHOWN RE TYPICL ND FOR ONE-WY ND MULTI-WY SIGNL DISPLYS SET SCREWS SHLL BE STINLESS STEEL. SIGNL HEDS MY BE MOUNTED USING TRI-STUD SSEMBLIES INSTED OF THE CST NIPPLE SSEMBLIES. SHEET 1 OF 1 REVISION DTE NEW 02/16 SIGNL HED MOUNTING DETILS POLE TOP WITH TERMINL COMPRTMENT ND BRCKET 703

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32 SMB-3 STINLESS STEEL BND (WHEN BNDED) SEE NOTE 4 " HOLE (WHEN BOLTED. SEE NOTE 3.) STINLESS STEEL BND (WHEN BNDED) N PPROVED WTERPROOF SILICONE SELNT SHLL BE PPLIED ON THE OUTSIDE OF THE CONNECTION BETWEEN THE MOUNTING BRCKET ND SIGNL HED SIGNL HED STEEL OR WOOD POLE S SHOWN ON CONTRCT DOCUMENTS NEOPRENE O-RING CST NIPPLE METL SERRTED LOCKING RING IF PEDESTRIN SIGNL HEDS RE BEING INSTLLED, THE MOUNTING TTCHMENTS SHLL BE TYPE SPECIFICLLY MNUFCTURED FOR THT PURPOSE. MOUNTING BRCKET SHOWN IS TYPICL ND FOR ONE-WY SIGNL DISPLYS. BRCKETS SHLL BE MOUNTED TO POLE WITH STINLESS STEEL BNDS. INSTED OF STINLESS STEEL BNDS, STEEL POLES MY BE DRILLED ND TPPED ND MOUNTING CCOMPLISHED UTILIZING " STINLESS STEEL BOLTS. 4. SET SCREWS SHLL BE STINLESS STEEL. 5. IF SMB-3 IS TO BE MOUNTED ON WOOD POLE CONDUIT BODY SHLL BE INSTLLED IN BRCKET RM TO CONNECT SIGNL HED CBLE CONDUIT. 6. SIGNL HEDS MY BE MOUNTED USING TRI-STUD SSEMBLIES INSTED OF THE CST NIPPLE SSEMBLIES. STINLESS STEEL BND (WHEN BNDED) SIGNL HED " HOLE (WHEN BOLTED. SEE NOTE 3.) N PPROVED WTERPROOF SILICONE SELNT SHLL BE PPLIED ON THE OUTSIDE OF THE CONNECTION BETWEEN THE MOUNTING BRCKET ND SIGNL HED SEE NOTE 4 STINLESS STEEL BND (WHEN BNDED) CONDUCTOR CBLE POLE BRCKET MOUNTING CST LUMINUM OR POLYCRBONTE SIGNL HEDS SHEET 1 OF 1 REVISION DTE NEW 02/16 SIGNL HED MOUNTING DETILS POLE SIDE MOUNTING BRCKET 703

33 T-1 1. WIRING ND RIGGING SHLL BE IN CCORDNCE WITH STNDRD WD-1 ND WD-2. SPN WIRE 2. REFER TO STNDRD SMD-1 FOR SIGN PNEL TTCHMENT DETIL. 3. FTER THE LODS RE PPLIED, THE VERTICL CLERNCE FROM THE HIGHEST POINT OF THE PVEMENT SURFCE SHLL BE: STEEL STRIN SIGNL POLE OR WOOD POLE S SHOWN ON CONTRCT DOCUMENTS. 16' MINIMUM (15' MINIMUM FOR MINTENNCE CTIVITIES) TO THE LOWEST POINT OF THE SIGNL HED SSEMBLY (INCLUDING BCKPLTE) ND SIGNS. B. 25' MXIMUM TO THE TOP OF THE SIGNL HOUSING. BOTTOM OF SIGNL HED HOUSING " GUY SLEEVE 2 DJUSTBLE TETHER CLMP THREE BOLT CLMP OR COMPRESSION DED-END CLMP " COMMON GRDE TETHER WIRE THIMBLEYE BOLT, NUT ND WSHERS FLT WSHER LOCK WSHER CUT OFF EXCESS TETHER STEM BELOW CLMP. SEE NOTE 3 FRONT VIEW SIDE VIEW " SPN WIRE SDDLE CLMP DJUSTBLE TETHER CLMP " GUY SLEEVE 2 THREE BOLT CLMP OR COMPRESSION DED-END CLMP FLT WSHER LOCK WSHER BRIDLE SPN TTCHMENT FLT WSHER LOCK WSHER TETHER CLMP FIVE-SECTION HED CLUSTER TETHER CLMP TETHER WIRE DETILS 703 REVISION DTE SHEET 1 OF 1 02/

34

35 CONDUCTOR CBLES GUY SLEEVE FLT SQURE WSHERS BUSHINGS WD-1 SPN WIRE (SEPRTE PY ITEM) S SPECIFIED IN CONTRCT DOCUMENTS 3 12" THIMBLEYE FOR SERVICE 18" MINIMUM FLT SQURE WSHERS CBLE RINGS 18" SPCING MXIMUM TWO - 3 BOLT CLMPS OR COMPRESSION DED-END CLMP CBLE TIE THIMBLEYE BOLT 8" DRIP LOOP SPN SG FTER LODING SHLL BE NO GRETER THN 5% OF ITS LENGTH ND NO LESS THN 3.5%. SIGNL CBLE SHLL BE INSTLLED INSIDE POLE UNLESS OTHERWISE SPECIFIED ON CONTRCT DOCUMENTS 1. CONCRETE PD REQUIRED WHEN CBINET MOUNTED ON POLE IN ERTH RES, SIZED S SPECIFIED IN CONTRCT DOCUMENTS FOR METHODS PPROVED FOR CBLE RUNS, SEE STNDRD WD-2. LL SPNS SHLL MINTIN THE MINIMUM CLERNCE BETWEEN PVEMENT SURFCE ND LOWEST SIGNL HED, S SHOWN BY STNDRD MP-2. STRIN INSULTOR(S) MY BE USED TO EXTEND THE LENGTH OF EXISTING SPN WIRE IF SPN PULL IS TO BE MODIFIED. CONTROLLER CBINET S SPECIFIED ON CONTRCT DOCUMENTS (SEPRTE PY ITEM) NIPPLE WELDED OR SCREWED TO POLE FOR PROPER BOX DISTNCE 1 " CONDUIT REQUIRED FOR GROUNDING ELECTRODE CONDUCTOR GROUNDING ELECTRODE CONDUCTORS TO CONTROLLER CBINET ND GROUNDING LUG T POLE BSE FINISHED SURFCE MIN. CONDULET GROUNDING LUG HNDHOLE GROUNDING ELECTRODE CONDUCTORS 3' MINIMUM OR S SPECIFIED ON CONTRCT DOCUMENTS GROUNDING ELECTRODE CONDUITS S SPECIFIED ON CONTRCT DOCUMENTS CONCRETE PD SHLL BE INSTLLED IN FRONT OF CBINET DOORS ND SLOPED TO DRIN (2% MX) STEEL STRIN SIGNL POLE WIRING ND RIGGING DETILS REVISION DTE SHEET 1 OF 1 02/

36 WD-2 SPN SG FTER LODING SHLL BE NO GRETER FLT SQURE WSHERS THIMBLEYE BOLT THN 5% OF ITS LENGTH ND NO LESS THN 3.5% 1. CONCRETE PD REQUIRED WHEN CBINET MOUNTED ON POLE IN ERTH RES, SIZED S GUY SLEEVE SPECIFIED ON CONTRCT DOCUMENTS. 18" MIN. TO OTHER POLE(S) (USE THIMBLEYE IN LIEU OF NGLE THIMBLEYE) LENGTH OF PIPE TO BE DETERMINED BY WIDTH OF SIDEWLK, OR RIGHT OF WY LIMITTIONS THIMBLEYE FOR SERVICE NGLE THIMBLEYE END OF GUY TO EXTEND 3' BEYOND 3-BOLT CLMP WITH GUY SLEEVE 12" CBLE TIE 8" DRIP LOOP WETHERHED 3 SPN WIRE (SEPRTE PY ITEM) CBLE RINGS 18" SPCING MXIMUM CONDUCTOR CBLE TWO 3 BOLT CLMPS OR COMPRESSION DED-END CLMP LL SPNS SHLL MINTIN THE MINIMUM CLERNCE BETWEEN PVEMENT SURFCE ND LOWEST SIGNL HED, S SHOWN BY STNDRD MP-2. STRIN INSULTOR(S) MY BE USED TO EXTEND THE LENGTH OF EXISTING SPN WIRE IF SPN PULL IS TO BE MODIFIED. CBINET SHLL BE MOUNTED TO LLOW DEQUTE CLERNCE BETWEEN OPEN CBINET DOOR, GUY WIRES, ND SSOCITED HRDWRE. CONTRCTOR SHLL FURNISH THE DESIGN OF WOOD POLE TO INCLUDE CLSS, TYPE, DEPTH, ND GUY WIRE SIZE ND PLCEMENT UNLESS OTHERWISE SPECIFIED BY CONTRCT 2" GLV. STEEL PIPE DOCUMENTS. GUY(S) SHLL BE INSTLLED ON LL WOOD POLES. DIRECTION, NUMBER ND TYPE S NECESSRY TO COUNTERCT STRIN ON POLE ND TO COMPENSTE FOR RIGHT OF WY ND SIDEWLK CLMPS 3' ON CENTER CONDUIT SIZE S SPECIFIED ON CONTRCT DOCUMENTS METHODS PPROVED FOR CBLE RUNS GUY SLEEVE CBLE TIE (TOP VIEW) THIMBLEYE BOLTS FLT SQURE WSHERS SPCE REQUIREMENT TWO 3 BOLT CLMPS OR COMPRESSION DED-END CLMP MINIMUM 8' CONTROLLER CBINET S SPECIFIED BY CONTRCT DOCUMENTS (SEPRTE PY ITEM) GROUNDING ELECTRODE CONDUCTOR TO CONTROLLER W/ STPLES ( CENTERS) TWO 3-BOLT CLMPS OR COMPRESSION DED-END CLMP CONDUCTOR CBLES MINIMUM VERTICL SEPRTION SHLL BE PROVIDED BETWEEN THIMBLEYE BOLTS GUY GURD NCHOR ROD 3' MINIMUM OR S SPECIFIED ON CONTRCT DOCUMENTS NGLES LESS THN 160 FINISHED SURFCE THIMBLEYE BOLT CONCRETE PD SHLL BE INSTLLED IN FRONT OF CBINET MIN. FLT SQURE WSHER THIMBLEYE NUT DOORS ND SLOPED TO DRIN (2% MX). GUY SLEEVE GROUNDING ELECTRODE CBLE TWO 3 BOLT CLMPS TIE OR COMPRESSION DED-END CLMP CONDUCTOR CBLE TIE TWO 3 BOLT CLMPS OR COMPRESSION DED-END CLMP NCHOR CBLES NGLES GRETER THN 160 SHEET 1 OF 1 REVISION DTE 02/ WOOD POLE WIRING ND RIGGING DETILS 703

37 P-1,2 MXIMUM R10-3 SERIES SIGN S SPECIFIED IN THE CONTRCT DOCUMENTS STINLESS STEEL POLE BNDS OR OTHER PPROVED METHOD PEDESTRIN PUSH BUTTON STINLESS STEEL POLE BNDS OR OTHER PPROVED METHOD 2 - " BOLTS GLVNIZED OR STINLESS STEEL MXIMUM R10-3 SERIES SIGN S SPECIFIED IN CONTRCT DOCUMENTS PEDESTRIN PUSH BUTTON 3' TO 4' 0" BOVE PEDESTRIN PTH METL CONDUIT CONDUCTORS STINLESS STEEL POLE BNDS OR OTHER PPROVED METHOD "C" CONDULET WITH COVER ND GSKET METL CONDUIT GROUNDING ELECTRODE CONDUCTOR CONDUCTORS GROUNDING LUG GROUNDING ELECTRODE CONDUCTOR (INCLUDED IN FOUNDTION PY ITEM) HNDHOLE 3' TO 4' 0" BOVE PEDESTRIN PTH POLE TO BE DRILLED ND TPPED. TTCHED HRDWRE SHLL BE GLVNIZED OR STINLESS STEEL FINISHED SURFCE MIN. FINISHED SURFCE MIN. GROUNDING BUSHING GROUNDING ELECTRODE CONDUCTOR TO JUNCTION BOX TO JUNCTION BOX CONDUIT (INCLUDED IN FOUNDTION PY ITEM) GROUNDING ELECTRODE (INCLUDED IN FOUNDTION PY ITEM) GROUNDING ELECTRODE P-1 WOOD/CONCRETE POLE P-2 SIGNL/PEDESTL POLE 703 PEDESTRIN CTUTION DETILS REVISION DTE SHEET 1 OF 2 02/

38 STNDRD THIS PGE INTENTIONLLY LEFT BLNK SHEET 1 OF 1 REVISION DTE. TITLE

39 4 " OUTSIDE DIMETER SEE NOTE 4 LUMINUM POST CP P-4 R10-3 SERIES SIGN S SPECIFIED IN CONTRCT DOCUMENTS 2 - " STINLESS STEEL BOLTS POLE TO BE DRILLED ND TPPED. TTCHED HRDWRE SHLL BE STINLESS STEEL PEDESTRIN PUSH BUTTON MXIMUM 4 - X 18" STRIGHT GLVNIZED NCHOR BOLTS ON 12" DIMETER BOLT TEMPLTE. HEVY HEX NUT ND MINIMUM 2 " WSHER ON EMBEDDED END. FINISHED SURFCE CONDUCTORS SEE NOTE 1 DOOR COVER GROUNDING LUG 3'- TO 4'-0" BOVE PEDESTRIN PTH 6'-0" GROUNDING ELECTRODE CONDUCTORS GROUNDING ELECTRODE MIN. 18" MIN. 2 MIN. CONDUIT CONDUIT TO JUNCTION BOX S SPECIFIED ON CONTRCT DOCUMENTS 2 X 2 SQURE OR 2 MINIMUM DIMETER ROUND CLSS 3 CONCRETE FOUNDTION P-4 PEDESTL POLE IF POLE SHFT SCREWS INTO TRNSFORMER BSE INSTED OF BEING WELDED, MINIMUM OF THREE SET SCREWS OR OTHER PPROVED METHOD SHLL BEUSED TO LOCK SHFT IN POSITION. PEDESTL POLE SHLL HVE BREKWY TRNSFORMER TYPE BSE. THE TRNSFORMER BSE ND NUT TIGHTENING SHLL BE IN CCORDNCE WITH THE MNUFCTURER'S S. SEE PEDESTL POLE STNDRDS (PF-2) FOR INSTLLTION DETILS. STRUCTURL TUBE MTERIL SHLL BE LUMINUM 6061-T6 WITH MINIMUM 0.33 WLL THICKNESS. 703 PEDESTRIN CTUTION DETILS REVISION DTE SHEET 2 OF 2 08/

40 SP-5,6,7,8,9 12" 12" 18" 12" 12" 18" 1 9" 9" 12" 9" MINIMUM 12" 9" MINIMUM 9" MINIMUM 12" 9" MINIMUM 1 9" MINIMUM MINIMUM MINIMUM SP-5 SP-6 SP-7 1. COUNTDOWN DISPLYS (SP-8, SP-9) SHLL BE PROVIDED WHERE THE PEDESTRIN CHNGE INTERVL IS GRETER THN 7 SECONDS. SP-8 SP-9 SHEET 1 OF 1 REVISION DTE 02/ PEDESTRIN SIGNL INDICTION DETILS

41

42 PF-8 MIN. DI. BOLT CIRCLE DI. 1'-2" 2 MIN. BOLT CIRCLE OPTIONL WING (SEE NOTE 5) 1'- MIN. 1. NCHOR BOLTS SHLL BE S PER STNDRD B NCHOR BOLT LYOUT SHLL BE CHECKED GINST LTEST PPROVED STRUCTURE DRWINGS.. FOR MST RM SIGNL POLE FOUNDTIONS, MINIMUM OF EIGHT (8) 2-INCH DIMETER NCHOR BOLTS RE REQUIRED. TYPE ND TYPE D POLES MY BE INSTLLED WITH SIX (6) 2-INCH DIMETER NCHOR BOLTS IN THE EIGHT-BOLT DESIGN CIRCLE IF THE CONTRCTOR'S DESIGN CLCULTIONS DEMONSTRTE THT SIX BOLTS WILL BE SUFFICIENT FOR THE DESIGN ND LODING REQUIREMENTS. B. FOR HIGH MST LIGHT POLE FOUNDTIONS, MINIMUM OF TWELVE (12) TWO-INCH DIMETER NCHOR BOLTS RE REQUIRED. CLSS 3 CONCRETE PLN VIEW SEE NOTE 3 2'- MIN. GROUNDING ELECTRODE 3. LL CONDUITS S SPECIFIED IN THE CONTRCT DOCUMENTS. IN DDITION 1-1 " MIN. CONDUIT REQUIRED FOR GROUNDING ELECTRODE CONDUCTOR. 2-2" PVC CONDUITS REQUIRED FOR FUTURE USE. NOTE THT DDITIONL SPRE CONDUITS MY BE REQUIRED BY THE CONTRCT DOCUMENTS. 4. IN STEEP SLOPE CONDITIONS, THE 4'-0" MXIMUM CLERNCE ON THE DOWNSLOPE SIDE MY BE EXCEEDED IF PPROVED BY THE ENGINEER. THE 12" MINIMUM CLERNCE ON THE UPSLOPE SIDE SHLL NOT BE DECRESED. 5. FOUNDTION SHLL BE DESIGNED FOR TORSION. WINGS MY BE USED FOR TORSIONL RESISTNCE IF REQUIRED BY FOUNDTION DESIGNER. IF TORSION WINGS RE PROVIDED, THE NGLE BETWEEN THE TWO TORSION WINGS SHLL NORMLLY BE 180, BUT MY VRY FROM 90 TO 180 DEPENDING ON SITE CONDITIONS. 6. NCHOR BOLTS ND BOLT TEMPLTE SHLL BE FURNISHED WITH POLE. POLE SHLL BE CENTERED ON FOUNDTION. 7. ECH FOUNDTION SHLL BE PERMNENTLY MRKED TO INDICTE LL SIDES FROM WHICH CONDUITS PSS. THIS MRK SHLL BE MDE WITH TROWEL WHEN FINISHING THE CONCRETE ND SHLL BE " DEEP ND TO LONG. LOCTIONS OF EMPTY CONDUITS SHLL HVE N DDITIONL 2" LONG MRK MDE PERPENDICULR TO ND CENTERED ON THIS MRKING. 8. NO MORTR, GROUT, OR CONCRETE SHLL BE PLCED BETWEEN BOTTOM OF BSE PLTE ND TOP OF FOUNDTION. 9. HEIGHT, WIDTH, DEPTH, ND REINFORCEMENT OF FOUNDTION SHLL BE S REQUIRED BY FOUNDTION DESIGNER. 10. FOUNDTIONS SHLL NOT BE INSTLLED IN THE CENTER OF DRINGE DITCH. IF PPROVED BY THE ENGINEER, FOUNDTIONS MY BE INSTLLED IN THE SLOPE OF DRINGE DITCH T N PPROVED HEIGHT BOVE GRDE. THE FOUNDTION SHLL NOT BE PLCED IN THE FRONT SLOPE UNLESS THE ENGINEER DETERMINES THT BCK SLOPE PLCEMENT IS NOT FESIBLE. 11. THE EDGE OF THE FOUNDTION SHLL BE 1'-0" MIN. FROM THE EDGE OF PEDESTRIN PTH, OR 3'-0" MIN. FROM THE EDGE OF SHRED USE PTH (SEE DETIL B). IF PPROVED BY THE ENGINEER, FOUNDTIONS MY BE PLCED IMMEDITELY DJCENT TO PEDESTRIN PTH OR SHRED USE PTH. CONDUITS TO EXTEND BOVE FOUNDTION LIMIT OF PYMENT FOR FOUNDTION 12" MIN. POLE (SEPRTE PY ITEM) GROUNDING LUG SEE STNDRD B-1 18" GROUNDING ELECTRODE CONDUCTOR MIN. GROUNDING ELECTRODE WING HEIGHT SEE NOTE 5 OPTIONL WING REINFORCEMENT S REQUIRED BY FOUNDTION DESIGNER NCHOR BOLTS (SEE NOTES 1 ND 2) VERTICL REINFORCEMENT 1% GROSS RE OF COLUMN MIN. 12. SPRED FOOTING MY BE USED IF PPROVED BY THE ENGINEER. 13. SEE STNDRD VS-1 FOR VRMINT SCREEN DETILS. MIN. DI. BOLT CIRCLE DI. 1'-2" TRNSVERSE REINFORCEMENT 12" MIN. SHEET 1 OF 2 REVISION DTE 07/ INSTLLTION DETILS SIDE VIEW SIGNL ND HIGH MST LIGHT POLE FOUNDTION

43 PF-8 12" MIN. 12" MIN. 4'-0" MX. SEE NOTE 4 12" MIN. 12" MIN. 4'-0" MX. SEE NOTE 4 DESIGN FOUNDTION DEPTH MIN. 2'-0" SOIL COVER SIDEWLK, PEDESTRIN CCESS ROUTE, OR SHRED USE PTH SEE NOTE 11 MIN. 2'-0" SOIL COVER MIN. 12" NCHOR BOLTS DETIL FOUNDTION NOT DJCENT TO PEDESTRIN PTH DETIL DETIL B FOUNDTION DJCENT TO PEDESTRIN PTH DETIL 12" MIN. 4'-0" MX. SEE NOTE 4 12" MIN. SIDEWLK, PEDESTRIN CCESS ROUTE, OR SHRED USE PTH MIN. 2'-0" SOIL COVER " PREFORMED JOINT FILLER NCHOR BOLTS DETIL C LTERNTE FOUNDTION DJCENT TO PEDESTRIN PTH DETIL (IF PPROVED BY THE ENGINEER) SIGNL ND HIGH MST LIGHT POLE FOUNDTION INSTLLTION DETILS REVISION DTE SHEET 2 OF 2 07/

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45 LF-1 NCHOR BOLTS 1 " MIN. CONDUIT BOLT CIRCLE TYPE W D VERTICL BRS CONDUIT (SEE NOTE 3) 90 CONDUIT (SEE NOTE 3) 2'- 8' 8-8 PLN VIEW BOLT PROJECTION S REQUIRED BY LIGHTING POLE MNUFCTURER SEE DETIL B OR DETIL C MIN. GROUNDING ELECTRODE CONDUCTOR MIN. NCHOR BOLTS SEE DETIL SIDEWLK 18" MIN. 1. CONDUIT ELBOWS SHLL HVE 90 BEND. THE BEND RDIUS SHLL BE IN CCORDNCE WITH THE N.E.C. 2. THE BOLT TEMPLTE SHLL BE FURNISHED BY THE LIGHTING POLE MNUFCTURER. POLE SHLL BE CENTERED ON FOUNDTION. D (SEE NOTE 7) MIN. CONDUIT GROUNDING ELECTRODE SEE STNDRD LP-1 ND LP-2 FOR NUMBER ND SIZE OF NCHOR BOLTS CONDUIT(S) (SEE NOTE 3) COVER CLSS 3 CONCRETE FOUNDTION D (SEE NOTE 7) 3. THE NUMBER, ORIENTTION ND SIZE OF CONDUITS ENTERING ND EXITING FOUNDTIONS SHLL BE S SHOWN IN THE CONTRCT DOCUMENTS. ECH FOUNDTION SHLL BE PERMNENTLY MRKED TO INDICTE LL SIDES FROM WHICH CONDUITS PSS. THIS MRK SHLL BE MDE WITH TROWEL WHEN FINISHING THE CONCRETE ND SHLL BE " DEEP ND TO LONG. LOCTIONS OF EMPTY CONDUITS SHLL HVE N DDITIONL 2" LONG MRK MDE PERPENDICULR TO ND CENTERED ON THIS MRKING. 4. NO MORTR, GROUT, OR CONCRETE SHLL BE PLCED BETWEEN BOTTOM OF BSE PLTE ND TOP OF FOUNDTION. VERTICL REINFORCEMENT BRS EVENLY SPCED 4 REINFORCING TIE 12" MX. (TYP.) W(DI.) SECTION - (TYP.) HEVY HEX NUT (TYP.) 5. NCHOR BOLTS SHLL BE STRIGHT. THREDED REINFORCING STEEL IS NOT LLOWED. " NCHOR RING PLTE MY BE USED TO KEEP NCHOR BOLTS PLUMB DURING INSTLLTION. 6. FOUNDTIONS SHLL NOT BE INSTLLED IN THE CENTER OF DRINGE DITCH. IF PPROVED BY THE ENGINEER, FOUNDTIONS MY BE INSTLLED IN THE SLOPE OF DRINGE DITCH T N PPROVED HEIGHT BOVE GRDE. THE FOUNDTION SHLL NOT BE PLCED IN THE FRONT SLOPE UNLESS THE ENGINEER DETERMINES THT BCK SLOPE PLCEMENT IS NOT FESIBLE. 7. D IS THE MINIMUM DISTNCE FROM THE BOTTOM OF THE POLE FOUNDTION TO THE BOTTOM OF THE SIDEWLK OR THE POINT OF LOWEST GRDED ELEVTION DJCENT TO THE FOUNDTION. 12" OVERLP 8. IF POOR SOIL CONDITIONS OR HIGH WTER TBLE IS ENCOUNTERED DURING EXCVTION, THE CONTRCTOR SHLL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH FOUNDTION INSTLLTION. 4 TIE BRS PLN VIEW OF TIE BR LIGHTING POLE FOUNDTION INSTLLTION DETILS REVISION DTE SHEET 1 OF 2 08/

46 LF-1 SLOPE SURFCE OF FOUNDTION TO DRIN " PREFORMED JOINT FILLER SIDEWLK OR CONCRETE MEDIN/ISLND CHMFER CHMFER SEE NOTE 1 MX. 2" MIN. BOVE GRDE MX. BOVE GRDE DETIL SIDEWLK OR CONCRETE MEDIN/ISLND DETIL B BREKWY BSE WIDTH OF SIDEWLK CHMFER CHMFER OR PEDESTRIN PTH BSE PLTE/TRNSFORMER BSE CENTERED ON LEVEL PORTION OF THE FOUNDTION 5'-0" MIN. RE-GRDE ROUND FOUNDTION, S NEEDED, TO PROVIDE POSITIVE DRINGE WY FROM THE BCK SIDE OF THE FOUNDTION. " PREFORMED JOINT FILLER 1'- MIN. 2'-0" MX. MIN. BOVE GRDE FLUSH SURFCE CHMFER PLN VIEW OF DETIL T SIDEWLK DETIL C NON-BREKWY BSE WIDTH OF MEDIN OR ISLND BSE PLTE/ TRNSFORMER BSE CENTERED ON LEVEL PORTION OF THE FOUNDTION " PREFORMED JOINT FILLER FLUSH SURFCE 1. IF NEEDED IN SLOPED CONDITIONS TO MINTIN POSITIVE DRINGE ROUND THE FOUNDTION ND TO PROVIDE THE CLERNCES SHOWN IN DETIL B, THE CONTRCTOR SHLL RE-GRDE ND DD RETINING CURB OR MTERIL ON THE UP SLOPE WHEN DIRECTED BY THE ENGINEER. RE-GRDING ND RETINING CURB SHLL BE INCLUDED IN THE PRICE BID FOR FOUNDTION. PLN VIEW OF DETIL T CONCRETE MEDIN/ISLND 2. WHEN FOUNDTION IS DJCENT TO THE BCK EDGE OF SIDEWLK BUT NOT WITHIN THE SIDEWLK THE TOP OF THE FOUNDTION SHLL BE ELEVTED 2 INCHES MINIMUM BOVE THE SIDEWLK GRDE. SHEET 2 OF 2 REVISION DTE 07/ LIGHTING POLE FOUNDTION INSTLLTION DETILS

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48 LP-1, 2 LUMINIRE LUMINIRE RM LENGTH REMOVBLE POLE CP HINGED LTCHBLE CCESS COVER 12" MX. HOLE PROVIDED IN PLTE, TOP CLMP, ND POLE FOR INTERNL WIRING ID TG SEE NOTE 3 LUMINIRE RM (SEPRTE PY ITEM) SEE NOTE 5 MOUNTING HEIGHT (SEE NOTE 1) SLIP FITTER LUMINIRE 5'-0" MX EDGE OF TRVELWY OR TOP OF CURB ID TG HINGED LTCHBLE CCESS COVER GROUNDING LUG TRNSFORMER BSE (SEE NOTE 2) POLE LENGTH MOUNTING HEIGHT (SEE NOTE 1) EDGE OF TRVELWY OR TOP OF CURB RODWY SURFCE GROUNDING LUG TRNSFORMER BSE (SEE NOTE 2) RODWY SURFCE LF-1 FOUNDTION (SEPRTE PY ITEM) MINIMUM OF FOUR NCHOR BOLTS RE REQUIRED LP-2 POLE BOLT CIRCLE LENGTH (FEET) DIMETER NCHOR BOLT DIMETER LF-1 FOUNDTION (SEPRTE PY ITEM) (5-17) 12" B (18-22) 12" MINIMUM OF FOUR NCHOR BOLTS RE REQUIRED C (23-27) D (28-32) 12" 12" E (33-37) 15" F (38-42) 15" G (43-47) 15" LP-1 LP-2 H (48-52) 1 I (53-55) 1 1 " 1. THE MOUNTING HEIGHT SHOWN IN THE CONTRCT DOCUMENTS SHLL BE DHERED TO WITHIN TOLERNCE OF 12" ND IN NO CSE LESS THN THE MOUNTING HEIGHT SHOWN. 2. TIGHTEN TRNSFORMER BSE NUTS WITH WRENCH USING TURN-OF-THE-NUT METHOD UNLESS SPECIFIED OTHERWISE IN MNUFCTURER'S INSTLLTION INSTRUCTIONS. 4. LL LP-1 ND LP-2 POLES SHLL BE INSTLLED ON BREKWY OR NON-BREKWY TRNSFORMER BSES, S SPECIFIED ON THE PLNS. IF LEVELING NUTS RE USED FOR INSTLLTION, VRMIT SCREEN SHLL BE INSTLLED IN CCORDNCE WITH STNDRD VS POLE CLMP SHLL BE INSTLLED IN CCORDNCE WITH MNUFCTURER'S INSTLLTION INSTRUCTIONS WITHOUT THE USE OF SPCERS OR SHIMS. 3. LP-1 ND LP-2 LIGHTING POLES SHLL BE LOCTED SUCH THT THE NER SIDE EDGE OF THE FOUNDTION IS OUTSIDE OF THE GURDRIL DEFLECTION DISTNCE. SHEET 1 OF 1 REVISION DTE 08/ LIGHTING POLE INSTLLTION DETILS

49 HED FRME ND COVER LP-3 LUMINIRE MOUNTING BRCKET 1. WINCH SSEMBLY ND CIRCUIT BREKER TO BE CCESSIBLE FROM HNDHOLE. 2. THE MINIMUM BSE PLTE THICKNESS SHLL BE 2". LUMINIRE TYPICL LUMINIRE RING 3. SEE STNDRD B-1 FOR NCHOR BOLT DETILS. 4. SEE STNDRD VS-1 FOR VRMINT SCREEN DETILS. 5. SEE STNDRD HH-1 FOR HNDHOLE DETILS. 6. TYPE 9 IS INTENTIONLLY OMITTED FROM THIS TBLE. H HIGH MST POLE TYPE H 1 70' 2 80' ID TG (BOVE HNDHOLE) 3 90' ' 110' HINGED HNDHOLE COVER GROUNDING LUG 6 120' 7 130' 8 140' FINISHED GRDE 9 SEE NOTE ' PF-8 FOUNDTION (SEPRTE PY ITEM) 705 HIGH MST LIGHT POLE DETILS REVISION DTE SHEET 1 OF 1 07/

50 SE-1 1. LOCL POWER UTILITY COMPNY WILL INSTLL SERVICE CBLE FROM THEIR POWER SOURCE TO THE TOP OF THE OVERHED SERVICE POLE ND MKE REQUIRED SPLICES TO THE CBLES PROVIDED. 2. POLE HEIGHT ND SIZE WILL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. CP SERVICE ENTRNCE HED SERVICE THIMBLEYE SERVICE CBLE (3' CBLE FOR POWER SERVICE HOOK-UP) 3. THIS STNDRD IS PPLICBLE FOR LL ELECTRICL SERVICES OTHER THN 480Y/ FOR RODWY LIGHTING SYSTEMS, ONLY SFETY SWITCH SHLL BE USED. 5. LL ELECTRICL CONNECTIONS ND SPLICES SHLL BE TESTED FOR ELECTRICL CONTINUITY. 6. CONDUIT ND CONDUCTOR SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. FLT SQURE WSHERS RIGID METL RISER CONDUIT WITH SERVICE CBLE STINLESS STEEL BNDS (3' CENTERS) PHOTOELECTRIC CONTROL (WHEN REQUIRED) 7. RIGID METL RISER CONDUIT ND SERVICE CBLE SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS, OR S SPECIFIED BY THE LOCL POWER COMPNY. 8. WHEN REQUIRED BY THE CONTRCT DOCUMENTS, N ELECTRICL SERVICE WORK PD SHLL BE PLCED IN FRONT OF THE SFETY SWITCH/BREKER BOX. ELECTRICL SERVICE WORK PD SHLL BE SEPRTE PY ITEM. CONTROLLER CBINET (SEPRTE PY ITEM) METER BSE SFETY SWITCH/BREKER BOX 72" MXIMUM 90 FITTINGS ND CLOSE NIPPLES FOUNDTION (SEPRTE PY ITEM) MINIMUM CONDUIT GROUNDING LUG HNDHOLE JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "VDOT ELEC". TWO GROUNDING ELECTRODE CONDUCTORS (ONE TO SFETY SWITCH/BREKER BOX ND ONE TO GROUNDING LUG) 10'-0" SEPRTION MINIMUM ELECTRICL SERVICE WORK PD (SEPRTE PY ITEM) MIN. UGMENTED GROUNDING ELECTRODE ELECTRICL SERVICE GROUNDING ELECTRODE TYPE (OVERHED SERVICE) METL POLE SHEET 1 OF 2 REVISION DTE 02/ ELECTRICL SERVICE INSTLLTION DETILS

51 MINIMUM METL CONDUIT ELBOW N PPROVED WTERPROOF SILICONE SELNT SHLL BE PPLIED BETWEEN THE CONDUIT ELBOW ND POLE. SE-1 MINIMUM METL CONDUIT COUPLING GROUNDING BUSHINGS & LOCKNUTS MINIMUM RIGID TO LIQUID TIGHT FLEXIBLE METL CONDUIT COUPLING PHOTOELECTRIC CONTROL (WHEN REQUIRED) CONTROLLER CBINET (SEPRTE PY ITEM) METER BSE METER BSE (SEE DETIL) STINLESS STEEL BNDS MINIMUM NIPPLE MINIMUM HUB SFETY SWITCH/BREKER BOX 90 FITTINGS ND CLOSE NIPPLES SFETY SWITCH/ BREKER BOX GROUNDING BUSHINGS & LOCKNUTS DETIL FOR CONNECTION OF CONDUIT TO METER BSE 1. LOCL POWER UTILITY COMPNY WILL INSTLL SERVICE CBLE FROM THEIR POWER SOURCE TO THE JUNCTION BOX ND MKE REQUIRED SPLICES TO THE CBLES PROVIDED. 2. POLE HEIGHT ND SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. 3. THIS STNDRD IS PPLICBLE FOR LL ELECTRICL SERVICES OTHER THN 480Y/ FOR RODWY LIGHTING SYSTEMS, ONLY SFETY SWITCH SHLL BE USED. 5. LL ELECTRICL CONNECTIONS ND SPLICES SHLL BE TESTED FOR ELECTRICL CONTINUITY. UNDERGROUND SERVICE CBLE JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "UTILITY". 72" MXIMUM COILED IN BOX WITH SUFFICIENT LENGTH TO LLOW THE CBLES TO EXTEND T LEST 2' BOVE THE JUNCTION BOX. GROUNDING LUG MINIMUM LIQUID TIGHT FLEXIBLE METL CONDUIT W/ SERVICE CBLES ND GROUNDING ELECTRODE CONDUCTOR TO METER BSE TWO GROUNDING ELECTRODE CONDUCTORS (ONE TO SFETY SWITCH/BREKER BOX ND ONE TO GROUNDING LUG) HNDHOLE MINIMUM DPTERS ND COUPLINGS FOR CONNECTING CONDUIT TO LIQUID TIGHT FLEXIBLE METL CONDUIT FOUNDTION (SEPRTE PY ITEM) JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "VDOT ELEC". 10'-0" SEPRTION MINIMUM MIN. 6. CONDUIT ND CONDUCTOR SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. 7. RIGID METL RISER CONDUIT ND SERVICE CBLE SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS, OR S SPECIFIED BY THE LOCL POWER COMPNY. 8. WHEN REQUIRED BY THE CONTRCT DOCUMENTS, N ELECTRICL SERVICE WORK PD SHLL BE PLCED IN FRONT OF THE SFETY SWITCH/BREKER BOX. ELECTRICL SERVICE WORK PD SHLL BE SEPRTE PY ITEM. COMPNY) GROUNDING ELECTRODE MINIMUM 2" PVC CONDUIT STUBOUT (LOCTION S REQUIRED BY UTILITY MINIMUM RIGID SERVICE CBLE MINIMUM CONDUIT W/ GROUNDING ELECTRODE METL CONDUIT W/ CONDUCTOR ELECTRICL SERVICE GROUNDING ELECTRODE TYPE B (UNDERGROUND SERVICE) METL POLE UGMENTED GROUNDING ELECTRODE ELECTRICL SERVICE INSTLLTION DETILS REVISION DTE SHEET 2 OF 2 02/

52 SE-2 SERVICE ENTRNCE HED FLT SQURE WSHERS SERVICE THIMBLEYE 1. LOCL POWER UTILITY COMPNY WILL INSTLL SERVICE CBLE FROM THEIR POWER SOURCE TO THE TOP OF THE OVERHED SERVICE POLE (FOR TYPE OVERHED SERVICE) OR THE JUNCTION BOX (FOR TYPE B UNDERGROUND SERVICE) ND MKE REQUIRED SPLICES TO THE CBLES PROVIDED. SERVICE CBLE (3' CBLE FOR POWER SERVICE HOOK-UP) 2. POLE HEIGHT ND SIZE WILL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. 3. THIS STNDRD IS PPLICBLE FOR LL ELECTRICL SERVICES OTHER THN 480Y/ FOR RODWY LIGHTING SYSTEMS, ONLY SFETY SWITCH SHLL BE USED. CLMPS (3' CENTERS) 5. LL ELECTRICL CONNECTIONS ND SPLICES SHLL BE TESTED FOR ELECTRICL CONTINUITY. 6. CONDUIT ND CONDUCTOR SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. 7. RIGID METL RISER CONDUIT ND SERVICE CBLE SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS, OR S SPECIFIED BY THE LOCL POWER COMPNY. RIGID METL RISER CONDUIT WITH SERVICE CBLE 8. WHEN REQUIRED BY THE CONTRCT DOCUMENTS, N ELECTRICL SERVICE WORK PD SHLL BE PLCED IN FRONT OF THE SFETY SWITCH/BREKER BOX. ELECTRICL SERVICE WORK PD SHLL BE SEPRTE PY ITEM. PHOTOELECTRIC CONTROL (WHEN REQUIRED) PHOTOELECTRIC CONTROL (WHEN REQUIRED) METER BSE (OPTIONL TOP OR BOTTOM FEED) CONTROLLER CBINET (SEPRTE PY ITEM) CLMPS (3' CENTERS) CONTROLLER CBINET (SEPRTE PY ITEM) 90 FITTINGS ND CLOSE NIPPLES RIGID METL SFETY SWITCH/BREKER BOX RISER CONDUIT WITH SERVICE CBLE METER BSE (OPTIONL TOP OR BOTTOM FEED) 72" MXIMUM DRILL " HOLE IN SFETY SWITCH/ BREKER BOX FOR GROUNDING ELECTRODE CONDUCTOR. HOLE SHLL BE SELED WITH N PPROVED SILICONE SELNT. 90 FITTINGS ND CLOSE NIPPLES GROUNDING ELECTRODE CONDUCTOR TO SFETY SWITCH/BREKER BOX W/ STPLES ( CENTERS) JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "VDOT ELEC". 10'-0" SEPRTION MINIMUM UNDERGROUND SERVICE CBLE COILED IN BOX WITH SUFFICIENT LENGTH 72" MXIMUM TO LLOW THE CBLES TO EXTEND T LEST 2' BOVE THE JUNCTION BOX. JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "UTILITY". SFETY SWITCH/BREKER BOX DRILL " HOLE IN SFETY SWITCH/ BREKER BOX FOR GROUNDING ELECTRODE CONDUCTOR. HOLE SHLL BE SELED WITH N PPROVED SILICONE SELNT. 90 FITTINGS ND CLOSE NIPPLES GROUNDING ELECTRODE CONDUCTOR TO SFETY SWITCH/BREKER BOX W/ STPLES ( CENTERS) JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "VDOT ELEC". 10'-0" SEPRTION MINIMUM MIN. MIN. 18" ELECTRICL SERVICE GROUNDING ELECTRODE TYPE (OVERHED SERVICE) WOOD POLE UGMENTED GROUNDING ELECTRODE MINIMUM 2" PVC CONDUIT STUBOUT (LOCTION S REQUIRED BY UTILITY COMPNY) GROUNDING ELECTRODE ELECTRICL SERVICE GROUNDING ELECTRODE TYPE B (UNDERGROUND SERVICE) WOOD POLE UGMENTED GROUNDING ELECTRODE SHEET 1 OF 1 REVISION DTE 02/ ELECTRICL SERVICE INSTLLTION DETILS

53 CP SE-3 1. LOCL POWER UTILITY COMPNY WILL INSTLL SERVICE CBLE FROM THEIR POWER SOURCE TO THE TOP OF THE OVERHED SERVICE POLE ND MKE REQUIRED SPLICES TO THE CBLES PROVIDED. 2. POLE HEIGHT ND SIZE WILL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. 3. THIS STNDRD IS PPLICBLE FOR LL ELECTRICL SERVICES OTHER THN 480Y/ FOR RODWY LIGHTING SYSTEMS, ONLY SFETY SWITCH SHLL BE USED. 5. LL ELECTRICL CONNECTIONS ND SPLICES SHLL BE TESTED FOR ELECTRICL CONTINUITY. SERVICE ENTRNCE HED SERVICE THIMBLEYE SERVICE CBLE (3' CBLE FOR POWER SERVICE HOOK-UP) FLT SQURE WSHERS RIGID METL RISER CONDUIT WITH SERVICE CBLE 6. CONDUIT ND CONDUCTOR SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. 7. RIGID METL RISER CONDUIT ND SERVICE CBLE SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS, OR S SPECIFIED BY THE LOCL POWER COMPNY. STINLESS STEEL BNDS (3' CENTERS) 8. WHEN REQUIRED BY THE CONTRCT DOCUMENTS, N ELECTRICL SERVICE WORK PD SHLL BE PLCED IN FRONT OF THE SFETY SWITCH/BREKER BOX. ELECTRICL SERVICE WORK PD SHLL BE SEPRTE PY ITEM. METER BSE 9. POLE ND CONTROLLER CBINET WILL BE SEPRTE PY ITEMS. STINLESS STEEL BNDS SFETY SWITCH/BREKER BOX 90 FITTINGS ND CLOSE NIPPLES 72" MXIMUM FEEDER CBLE GROUNDING LUG HNDHOLE FOUNDTION (SEPRTE PY ITEM) JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "VDOT ELEC". 10'-0" SEPRTION MINIMUM TWO GROUNDING ELECTRODE CONDUCTORS (ONE TO SFETY SWITCH/BREKER BOX ND ONE TO GROUNDING LUG) FEEDER CBLE CONTROLLER FOUNDTION (SEPRTE PY ITEM) MIN. 3' MINIMUM TO 20' MXIMUM UGMENTED GROUNDING ELECTRODE ELECTRICL SERVICE GROUNDING ELECTRODE MINIMUM 1 " CONDUIT TYPE (OVERHED SERVICE) METL POLE SEE NOTE 6 ELECTRICL SERVICE INSTLLTION DETILS REVISION DTE SHEET 1 OF 2 02/

54 SE-3 METL POLE (SEPRTE PY ITEM) 1. LOCL POWER UTILITY COMPNY WILL INSTLL SERVICE CBLE FROM THEIR POWER SOURCE TO THE JUNCTION BOX ND MKE REQUIRED SPLICES TO THE CBLES PROVIDED. 2. POLE HEIGHT ND SIZE WILL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. MINIMUM LIQUID TIGHT FLEXIBLE METL CONDUIT W/ SERVICE CBLE 3. THIS STNDRD IS PPLICBLE FOR LL ELECTRICL SERVICES OTHER THN 480Y/ FOR RODWY LIGHTING SYSTEMS, ONLY SFETY SWITCH SHLL BE USED. METER BSE (SEE DETIL) 5. LL ELECTRICL CONNECTIONS ND SPLICES SHLL BE TESTED FOR ELECTRICL CONTINUITY. 6. CONDUIT ND CONDUCTOR SIZE SHLL BE S SPECIFIED IN THE CONTRCT SFETY SWITCH/ DOCUMENTS. BREKER BOX 7. RIGID METL RISER CONDUIT ND SERVICE CBLE SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS, OR S SPECIFIED BY THE LOCL POWER COMPNY. FEEDER CBLE 8. WHEN REQUIRED BY THE CONTRCT DOCUMENTS, N ELECTRICL SERVICE WORK PD SHLL BE PLCED IN FRONT OF THE SFETY SWITCH/BREKER BOX. ELECTRICL SERVICE WORK PD SHLL BE SEPRTE PY ITEM. N PPROVED WTERPROOF SILICONE SELNT SHLL BE PPLIED BETWEEN THE CONDUIT ELBOW ND POLE. 72" MXIMUM TWO GROUNDING ELECTRODE CONDUCTORS (ONE TO SFETY SWITCH/BREKER BOX ND ONE TO GROUNDING LUG) MINIMUM METL CONDUIT ELBOW UNDERGROUND SERVICE CBLE COILED IN BOX WITH SUFFICIENT LENGTH TO LLOW THE CBLES GROUNDING LUG HNDHOLE MINIMUM METL CONDUIT COUPLING MINIMUM METL CONDUIT COUPLING TO EXTEND T LEST 2' BOVE THE JUNCTION BOX. JB-S1 JUNCTION BOX. TOP OF FOUNDTION (SEPRTE PY ITEM) MINIMUM THREDED DPTER MINIMUM CONDUIT W/ GROUNDING ELECTRODE CONDUCTORS GROUNDING JUNCTION BOX JB-S1 JUNCTION BOX. TOP BUSHINGS SHLL RED OF JUNCTION BOX SHLL & LOCKNUTS "UTILITY". RED "VDOT ELEC". MIN. METER BSE NIPPLE MINIMUM LIQUID TIGHT FLEXIBLE METL CONDUIT HUB SFETY SWITCH/ BREKER BOX GROUNDING BUSHINGS & LOCKNUTS GROUNDING ELECTRODE MINIMUM 2" PVC CONDUIT STUBOUT (LOCTION S REQUIRED BY UTILITY COMPNY) MINIMUM RIGID METL MINIMUM PVC CONDUIT W/ UNDERGROUND FEEDER CBLE TO CONTROLLER CBINET (3' MIN. TO 20' MX.) ELECTRICL SERVICE 10'-0" SEPRTION MINIMUM UGMENTED GROUNDING CONDUIT W/ SERVICE CBLE GROUNDING ELECTRODE ELECTRODE DETIL FOR CONNECTION OF CONDUIT TO METER BSE TYPE B (UNDERGROUND SERVICE) METL POLE ELECTRICL SERVICE SHEET 2 OF 2 REVISION DTE INSTLLTION DETILS /16

55 SERVICE THIMBLEYE SERVICE ENTRNCE HED FLT SQURE WSHERS SE-4 1. LOCL POWER UTILITY COMPNY WILL INSTLL SERVICE CBLE FROM THEIR POWER SOURCE TO THE TOP OF THE OVERHED SERVICE POLE (FOR TYPE OVERHED SERVICE) OR THE JUNCTION BOX (FOR TYPE B UNDERGROUND SERVICE) ND MKE REQUIRED SPLICES TO THE CBLES PROVIDED. 2. POLE HEIGHT ND SIZE WILL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. SERVICE CBLE (3' CBLE FOR POWER SERVICE HOOK-UP) 3. THIS STNDRD IS PPLICBLE FOR LL ELECTRICL SERVICES OTHER THN 480Y/ FOR RODWY LIGHTING SYSTEMS, ONLY SFETY SWITCH SHLL BE USED. 5. LL ELECTRICL CONNECTIONS ND SPLICES SHLL BE TESTED FOR ELECTRICL CONTINUITY. 6. CONDUIT ND CONDUCTOR SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. CLMPS (3' CENTERS) 7. RIGID METL RISER CONDUIT ND SERVICE CBLE SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS, OR S SPECIFIED BY THE LOCL POWER COMPNY. 8. WHEN REQUIRED BY THE CONTRCT DOCUMENTS, N ELECTRICL SERVICE WORK PD SHLL BE PLCED IN FRONT OF THE SFETY SWITCH/BREKER BOX. ELECTRICL SERVICE WORK PD SHLL BE SEPRTE PY ITEM. METER BSE RIGID METL RISER CONDUIT WITH SERVICE CBLE METER BSE (OPTIONL TOP OR BOTTOM FEED) 90 FITTINGS ND CLOSE NIPPLES RIGID METL RISER CONDUIT WITH SERVICE CBLE SFETY SWITCH/BREKER BOX DRILL " HOLE IN SFETY SWITCH/BREKER BOX FOR GROUNDING ELECTRODE CONDUCTOR. 72" MXIMUM HOLE SHLL BE SELED WITH N PPROVED SILICONE SELNT. GROUNDING ELECTRODE CONDUCTOR TO SFETY SWITCH/BREKER BOX W/ STPLES ( CENTERS) CLMPS (3' CENTERS) 72" MXIMUM UNDERGROUND SERVICE CBLE COILED IN BOX WITH SUFFICIENT LENGTH TO LLOW THE CBLES TO EXTEND T LEST 2' BOVE THE JUNCTION BOX. JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "VDOT ELEC". JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "VDOT ELEC". JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "UTILITY". 10'-0" SEPRTION MINIMUM 10'-0" SEPRTION MINIMUM MIN. MIN. UGMENTED GROUNDING ELECTRODE SEE NOTE 6 ELECTRICL SERVICE GROUNDING ELECTRODE UGMENTED GROUNDING ELECTRODE SEE NOTE 6 ELECTRICL SERVICE GROUNDING ELECTRODE MINIMUM 2" PVC CONDUIT STUBOUT (LOCTION S REQUIRED BY UTILITY COMPNY) TYPE (OVERHED SERVICE) WOOD POLE TYPE B (UNDERGROUND SERVICE) WOOD POLE GROUNDING ELECTRODE ELECTRICL SERVICE INSTLLTION DETILS REVISION DTE SHEET 1 OF 1 02/

56 SE-5 MIN.TO MX. DIMETER METL POLE (LUMINUM OR STEEL) 90 FITTINGS ND CLOSE NIPPLES CP RIGID METL RISER CONDUIT WITH SERVICE CBLE METER BSE (OPTIONL TOP OR BOTTOM FEED) SFETY SWITCH/BREKER BOX FEEDER CBLE STINLESS STEEL BNDS (3' CENTERS) 72" MXIMUM IF POLE SHFT SCREWS INTO TRNSFORMER BSE INSTED OF BEING WELDED, THREE SET SCREWS SHLL BE USED TO LOCK SHFT IN POSITION. HINGED DOOR 4 - X 18" NCHOR BOLTS ON 12" DIMETER BOLT TEMPLTE. GROUNDING LUG TWO GROUNDING ELECTRODE CONDUCTORS (ONE TO SFETY SWITCH/BREKER BOX ND ONE TO GROUNDING LUG) 2" MIN. TO MX. JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "VDOT ELEC". 10'-0" SEPRTION MINIMUM MIN. JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "UTILITY". 18" MINIMUM CONDUIT MINIMUM 2" PVC CONDUIT STUBOUT (LOCTION S REQUIRED BY UTILITY COMPNY) GROUNDING ELECTRODE SEE NOTE 6 UNDERGROUND SERVICE CBLE COILED IN BOX WITH SUFFICIENT LENGTH TO LLOW THE CBLES TO EXTEND T LEST 2' BOVE THE JUNCTION BOX. ELECTRICL SERVICE GROUNDING ELECTRODE UGMENTED GROUNDING ELECTRODE 1. LOCL POWER UTILITY COMPNY WILL INSTLL SERVICE CBLE FROM THEIR POWER SOURCE TO THE JUNCTION BOX ND MKE REQUIRED SPLICES TO THE CBLES PROVIDED. 2. THIS STNDRD IS PPLICBLE FOR LL ELECTRICL SERVICES OTHER THN 480Y/ FOR RODWY LIGHTING SYSTEMS, ONLY SFETY SWITCH SHLL BE USED. 4. LL ELECTRICL CONNECTIONS ND SPLICES SHLL BE TESTED FOR ELECTRICL CONTINUITY. 5. FOUNDTION SHLL BE CLSS 3 CONCRETE, 24X24 SQURE OR 2 DIMETER ND 2 DEEP, ND COST OF FOUNDTION SHLL BE INCLUDED WITH THE PY ITEM FOR ELECTRICL SERVICE. 6. CONDUIT ND CONDUCTOR SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. 7. RIGID METL RISER CONDUIT ND SERVICE CBLE SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS, OR S SPECIFIED BY THE LOCL POWER COMPNY. 8. WHEN REQUIRED BY THE CONTRCT DOCUMENTS, N ELECTRICL SERVICE WORK PD SHLL BE PLCED IN FRONT OF THE SFETY SWITCH/BREKER BOX. ELECTRICL SERVICE WORK PD SHLL BE SEPRTE PY ITEM. 9. STINLESS STEEL BNDS REQUIRED FOR METER BSE ND SFETY SWITCH/BREKER BOX. 10. NCHOR BOLTS ND BOLT TEMPLTE SHLL BE FURNISHED BY POLE MNUFCTURER, ND POLE SHLL BE CENTERED ON FOUNDTION. SHEET 1 OF 1 REVISION DTE 02/ ELECTRICL SERVICE INSTLLTION DETILS

57 PHOTOELECTRIC CONTROL (WHEN REQUIRED) SE-6 METER BSE CONTROL CENTER ND FOUNDTION (SEPRTE PY ITEM) METER BSE CONTROL CENTER ND FOUNDTION (SEPRTE PY ITEM) SFETY SWITCH JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "UTILITY". CONTROL CENTER CBINET (TO BE LOCKED T DOOR) METL CONDUIT METL CONDUIT JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "VDOT ELEC". 72" MXIMUM 10'-0" SEPRTION MINIMUM MIN. SEE NOTE 5 UNDERGROUND SERVICE CBLES COILED IN BOX WITH SUFFICIENT LENGTH TO LLOW THE CBLES TO EXTEND T LEST 2' BOVE THE JUNCTION BOX. GROUNDING ELECTRODE MINIMUM 2" PVC CONDUIT STUBOUT (LOCTION S REQUIRED BY UTILITY COMPNY) UGMENTED GROUNDING ELECTRODE ELECTRICL SERVICE GROUNDING ELECTRODE TWO GROUNDING ELECTRODE CONDUCTORS (ONE TO SFETY SWITCH ND ONE TO CBINET GROUNDING LUG) CF-2 FOUNDTION (SEPRTE PY ITEM) SIDE VIEW FRONT VIEW 1. LOCL POWER UTILITY COMPNY WILL INSTLL SERVICE CBLE FROM THEIR POWER SOURCE TO THE JUNCTION BOX ND MKE REQUIRED SPLICES TO THE CBLES PROVIDED. 2. THIS STNDRD IS PPLICBLE FOR LL ELECTRICL SERVICES OTHER THN 480Y/ CONDUIT ND CONDUCTOR SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. 6. RIGID METL RISER CONDUIT ND SERVICE CBLE SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS, OR S SPECIFIED BY THE LOCL POWER COMPNY. 3. LL ELECTRICL CONNECTIONS ND SPLICES SHLL BE TESTED FOR ELECTRICL CONTINUITY. 4. THE CONDUIT ND SERVICE CBLE SHLL EXTEND FROM THE CBINET TO THE UTILITY JUNCTION BOX. 7. WHEN REQUIRED BY THE CONTRCT DOCUMENTS, N ELECTRICL SERVICE WORK PD SHLL BE PLCED IN FRONT OF THE SFETY SWITCH/BREKER BOX. ELECTRICL SERVICE WORK PD SHLL BE SEPRTE PY ITEM. ELECTRICL SERVICE INSTLLTION DETILS REVISION DTE SHEET 1 OF 1 02/

58 SE-7 1. LOCL POWER UTILITY COMPNY WILL INSTLL SERVICE POWER UTILITY CBLE FROM THEIR POWER SOURCE TO THE JUNCTION BOX ND MKE REQUIRED SPLICES TO THE CBLES PROVIDED. 2. THIS STNDRD IS PPLICBLE FOR LL ELECTRICL SERVICES OTHER THN 480Y/ FOR RODWY LIGHTING SYSTEMS, ONLY SFETY SWITCH SHLL BE USED. 4. LL ELECTRICL CONNECTIONS ND SPLICES SHLL BE TESTED FOR ELECTRICL CONTINUITY. 5. CONDUIT ND CONDUCTOR SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. 6. RIGID METL RISER CONDUIT ND SERVICE CBLE SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS, OR S SPECIFIED BY THE LOCL POWER COMPNY. 7. WHEN REQUIRED BY THE CONTRCT DOCUMENTS, N ELECTRICL SERVICE WORK PD SHLL BE PLCED IN FRONT OF THE SFETY SWITCH/BREKER BOX. ELECTRICL SERVICE WORK PD SHLL BE SEPRTE PY ITEM. 8. RIGID MINIMUM NIPPLE, THREDED T BOTH ENDS, HELD IN PLCE WITH BONDING BUSHING ND LOCK NUT. DDITIONL 2" LG SCREWS TO BE USED TO SECURE SFETY SWITCH/BREKER BOX ND METER BSE TO WOOD POST. FOUR SCREWS TO BE USED WITH ECH. MINIMUM X WOOD POST SEE NOTE 8 METER BSE SFETY SWITCH/BREKER BOX 72" MXIMUM DRILL " HOLE IN SFETY SWITCH FOR GROUNDING ELECTRODE CONDUCTOR. HOLE SHLL BE SELED WITH N PPROVED SILICONE SELNT. GROUNDING ELECTRODE CONDUCTOR TO SFETY SWITCH/BREKER BOX W/ STPLES ( CENTERS) RIGID METL RISER CONDUIT WITH SERVICE CBLE CLMPS (3' CENTERS) CLMPS (3' CENTERS) MIN. JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "VDOT ELEC". 10'-0" SEPRTION MINIMUM UNDERGROUND SERVICE CBLES COILED IN BOX WITH SUFFICIENT LENGTH TO LLOW THE CBLES TO EXTEND T LEST 2' BOVE THE JUNCTION BOX. JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "UTILITY". FRONT VIEW UGMENTED GROUNDING ELECTRODE SEE NOTE 5 ELECTRICL SERVICE GROUNDING ELECTRODE MINIMUM 2" PVC CONDUIT STUBOUT (LOCTION S REQUIRED BY UTILITY COMPNY). (UNDERGROUND SERVICE) WOOD POLE SIDE VIEW GROUNDING ELECTRODE SHEET 1 OF 1 REVISION DTE 02/ ELECTRICL SERVICE INSTLLTION DETILS

59 SERVICE ENTRNCE HED FLT SQURE WSHERS SERVICE THIMBLEYE 1. LOCL POWER UTILITY COMPNY WILL INSTLL SERVICE CBLE FROM THEIR POWER SOURCE TO THE TOP OF THE OVERHED SERVICE POLE (FOR TYPE OVERHED SERVICE) OR THE JUNCTION BOX (FOR TYPE B UNDERGROUND SERVICE) ND MKE REQUIRED SPLICES TO THE CBLES PROVIDED. SE-8 SERVICE CBLE (3' FOR POWER SERVICE HOOK-UP) 2. POLE HEIGHT ND SIZE WILL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. 3. THIS STNDRD IS PPLICBLE FOR LL ELECTRICL SERVICES OTHER THN 480Y/ FOR RODWY LIGHTING SYSTEMS, ONLY SFETY SWITCH SHLL BE USED. 5. LL ELECTRICL CONNECTIONS ND SPLICES SHLL BE TESTED FOR ELECTRICL CONTINUITY. 6. CONDUIT ND CONDUCTOR SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. CLMPS (3' CENTERS) 7. RIGID METL RISER CONDUIT ND SERVICE CBLE SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS, OR S SPECIFIED BY THE LOCL POWER COMPNY. 8. WHEN REQUIRED BY THE CONTRCT DOCUMENTS, N ELECTRICL SERVICE WORK PD SHLL BE PLCED IN FRONT OF THE SFETY SWITCH/BREKER BOX. ELECTRICL SERVICE WORK PD SHLL BE SEPRTE PY ITEM. RIGID METL RISER CONDUIT WITH SERVICE CBLE METER BSE (OPTIONL TOP OR BOTTOM FEED) 90 FITTINGS ND CLOSE NIPPLES METER BSE SFETY SWITCH RIGID METL RISER CONDUIT WITH SERVICE CBLE PHOTOELECTRIC CONTROL (WHEN REQUIRED) CONTROL CENTER (SEPRTE PY ITEM) JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "VDOT ELEC". 10'-0" SEPRTION MINIMUM 72" MXIMUM CLMPS (3' CENTERS) PHOTOELECTRIC CONTROL (WHEN REQUIRED) DRILL " HOLE IN CONTROL CENTER CBINET FOR GROUNDING ELECTRODE CONDUCTOR. HOLE SHLL BE SELED WITH N PPROVED SILICONE SELNT. GROUNDING ELECTRODE CONDUCTOR TO SFETY SWITCH W/ STPLES (CENTERS) JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "VDOT ELEC". 10'-0" SEPRTION MINIMUM 72" MXIMUM CONTROL CENTER (SEPRTE PY ITEM) CLMPS (3' CENTERS) UNDERGROUND SERVICE CBLE COILED IN BOX WITH SUFFICIENT LENGTH TO LLOW THE CBLES TO EXTEND T LEST 2' BOVE THE JUNCTION BOX. JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "UTILITY". MIN. MIN. SEE NOTE 6 SEE NOTE 6 GROUNDING ELECTRODE UGMENTED GROUNDING ELECTRODE ELECTRICL SERVICE GROUNDING ELECTRODE TYPE (OVERHED SERVICE) WOOD POLE UGMENTED GROUNDING ELECTRODE ELECTRICL SERVICE GROUNDING ELECTRODE TYPE B (UNDERGROUND SERVICE) WOOD POLE MINIMUM 2" PVC CONDUIT STUBOUT (LOCTION S REQUIRED BY UTILITY COMPNY). ELECTRICL SERVICE INSTLLTION DETILS REVISION DTE SHEET 1 OF 1 02/

60 SE-9 5" X 1 " GLVNIZED STEEL C CHNNEL METER BSE METL CONDUIT CONDUIT STRP 2' MINIMUM PHOTOELECTRIC CONTROLS CURRENT JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "VDOT ELEC". 10'-0" SEPRTION MINIMUM MIN. 48" - MX. 72" TRNSFORMER FUSED CBINET SFETY SWITCH METL METL CONDUIT CONDUIT SEE NOTE 7 METL CONDUIT MIN. CONTROL CENTER (SEPRTE PY ITEM) GROUNDING ELECTRODE CONDUCTOR MIN. GROUNDING MINIMUM CONDUIT W/ GROUNDING ELECTRODE CONDUCTOR TO SFETY SWITCH MINIMUM CONDUIT CF-2 FOUNDTION (SEPRTE PY ITEM) ELECTRODE FOR CONTROL CENTER UGMENTED GROUNDING ELECTRODE ELECTRICL SERVICE GROUNDING ELECTRODE TYPE 1. LOCL POWER UTILITY COMPNY WILL INSTLL SERVICE CBLE FROM THEIR POWER SOURCE TO THE CURRENT TRNSFORMER CBINET ND METER BSE THEN MKE REQUIRED SPLICES TO THE CBLES PROVIDED. 2. THIS STNDRD IS PPLICBLE FOR 480Y/277 ELECTRICL SERVICE ONLY. FINISHED SURFCE 3. LL ELECTRICL CONNECTIONS ND SPLICES SHLL BE TESTED FOR ELECTRICL CONTINUITY. 4. CONDUIT ND CONDUCTOR SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. 18" 18" 5. RIGID METL RISER CONDUIT ND SERVICE CBLE SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS, OR S SPECIFIED BY THE LOCL POWER COMPNY. 28" 6. SFETY SWITCH, METER BSE, WIREWY, CURRENT TRNSFORMER CBINET ND CONTROL CENTER SHLL BE TTCHED TO THE CHNNELING WITH " GLVNIZED BOLTS, LOCK WSHERS ND NUTS. FOUR CROSS CHNNELS SHLL BE UTILIZED. 7. MINIMUM 2" METL CONDUIT SHLL BE STUBBED OUT PST CONCRETE FOUNDTION PD. LOCTION OF THE STUBBED CONDUIT SHLL BE S REQUIRED BY THE LOCL POWER COMPNY. 8. THE CONTRCTOR SHLL LEVE SUFFICIENT MOUNT OF CONDUCTOR CBLE COILED INSIDE THE CURRENT TRNSFORMER CBINET TO PERMIT THE LOCL POWER COMPNY TO MKE THEIR CONNECTION. 9. SERVICE ENTRNCE FOUNDTION, INCLUDING THE CONCRETE PD, IS INCLUDED IN THE SE-9 PY ITEM. SEE NOTE " SECTION - SERVICE ENTRNCE FOUNDTION DETIL SHEET 1 OF 2 REVISION DTE 02/ ELECTRICL SERVICE INSTLLTION DETILS

61 SE-9 METL CONDUIT CONTROL CENTER (SEPRTE PY ITEM) MIN. 48" - MX. 72" METER BSE CURRENT TRNSFORMER FUSED BSE SFETY SWITCH METL METL CONDUIT CONDUIT NEM 3R WIREWY METL METL CONDUIT CONDUIT PHOTOELECTRIC CONTROL METL CONDUIT 5" X 1 " GLVNIZED STEEL C CHNNEL METL CONDUIT MIN. JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "VDOT ELEC". 10'-0" SEPRTION MINIMUM MIN. SEE NOTE 7 MINIMUM CONDUIT W/ GROUNDING ELECTRODE CONDUCTOR TO SFETY SWITCH ELECTRICL SERVICE GROUNDING ELECTRODE UGMENTED GROUNDING ELECTRODE TYPE B 1. LOCL POWER UTILITY COMPNY WILL INSTLL SERVICE CBLE FROM THEIR POWER SOURCE TO THE CURRENT TRNSFORMER CBINET ND METER BSE THEN MKE REQUIRED SPLICES TO THE CBLES PROVIDED. 2. THIS STNDRD IS PPLICBLE FOR 480Y/277 ELECTRICL SERVICE ONLY. 3. LL ELECTRICL CONNECTIONS ND SPLICES SHLL BE TESTED FOR ELECTRICL CONTINUITY. FINISHED SURFCE 4. CONDUIT ND CONDUCTOR SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. 18" 5. RIGID METL RISER CONDUIT ND SERVICE CBLE SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS, OR S SPECIFIED BY THE LOCL POWER COMPNY. 6. SFETY SWITCH, METER BSE, WIREWY, CURRENT TRNSFORMER CBINET ND CONTROL CENTER SHLL BE TTCHED TO THE CHNNELING WITH " GLVNIZED BOLTS, LOCK WSHERS ND NUTS. FOUR CROSS CHNNELS SHLL BE UTILIZED. 18" 28" 7. MINIMUM 2" METL CONDUIT SHLL BE STUBBED OUT PST CONCRETE FOUNDTION PD. LOCTION OF THE STUBBED CONDUIT SHLL BE S REQUIRED BY THE LOCL POWER COMPNY. SEE NOTE 7 8. THE CONTRCTOR SHLL LEVE SUFFICIENT MOUNT OF CONDUCTOR CBLE COILED INSIDE THE CURRENT TRNSFORMER CBINET TO PERMIT THE LOCL POWER COMPNY TO MKE THEIR CONNECTION. 9. SERVICE ENTRNCE FOUNDTION, INCLUDING THE CONCRETE PD, IS INCLUDED IN THE SE-9 PY ITEM. 3 18" SECTION - SERVICE ENTRNCE FOUNDTION DETIL ELECTRICL SERVICE INSTLLTION DETILS REVISION DTE SHEET 2 OF 2 02/

62 STNDRD THIS PGE INTENTIONLLY LEFT BLNK SHEET 1 OF 1 REVISION DTE. TITLE

63 1. LOCL POWER UTILITY COMPNY WILL INSTLL SERVICE CBLE FROM THEIR POWER SOURCE TO THE TOP OF THE OVERHED SERVICE POLE (FOR TYPE OVERHED SERVICE) OR THE JUNCTION BOX (FOR TYPE B UNDERGROUND SERVICE) ND MKE REQUIRED SPLICES TO THE CBLES PROVIDED. 2. POLE HEIGHT ND SIZE WILL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. 3. THIS STNDRD IS PPLICBLE FOR LL ELECTRICL SERVICES OTHER THN 480Y/ FOR RODWY LIGHTING SYSTEMS, ONLY SFETY SWITCH SHLL BE USED. 5. LL ELECTRICL CONNECTIONS ND SPLICES SHLL BE TESTED FOR ELECTRICL CONTINUITY. 6. CONDUIT ND CONDUCTOR SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. 7. RIGID METL RISER CONDUIT ND SERVICE CBLE SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS, OR S SPECIFIED BY THE LOCL POWER COMPNY. 8. WHEN REQUIRED BY THE CONTRCT DOCUMENTS, N ELECTRICL SERVICE WORK PD SHLL BE PLCED IN FRONT OF THE SFETY SWITCH/BREKER BOX. ELECTRICL SERVICE WORK PD SHLL BE SEPRTE PY ITEM. SE-10 SERVICE ENTRNCE HED SERVICE THIMBLEYE SERVICE CBLES (3' CBLE FOR ECH POWER SERVICE HOOK-UP) RIGID METL RISER CONDUIT WITH SERVICE CBLE RIGID METL RISER CONDUIT WITH SERVICE CBLE 90 FITTINGS ND CLOSE NIPPLES 90 FITTINGS ND CLOSE NIPPLES CLMPS (3' CENTERS) CLMPS (3' CENTERS) METER BSE (OPTIONL TOP OR BOTTOM FEED) METER BSE (OPTIONL TOP OR BOTTOM FEED) METER BSE METER BSE SFETY SWITCH SFETY SWITCH/BREKER BOX 72" MXIMUM UGMENTED GROUNDING ELECTRODE SFETY SWITCH PHOTOELECTRIC CONTROL (WHEN REQUIRED) CONTROL CENTER (SEPRTE PY ITEM) TWO GROUNDING ELECTRODE CONDUCTORS (ONE TO SFETY SWITCH ND ONE TO SFETY SWITCH/BREKER BOX) W/STPLES ( CENTERS) MIN. JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "VDOT ELEC". 10'-0" SEPRTION MINIMUM ELECTRICL SERVICE GROUNDING ELECTRODE SFETY SWITCH/ BREKER BOX DRILL 1/ HOLE IN SFETY SWITCH/BREKER BOX FOR GROUNDING ELECTRODE CONDUCTOR. HOLE TO BE SELED WITH N PPROVED SILICONE SELNT. CLMPS (3' CENTERS) TO JUNCTION BOX FOR SIGNL (SEE NOTE 6) TO JUNCTION BOX FOR RODWY LIGHTING (SEE NOTE 6) TYPE (OVERHED SERVICE) WOOD POLE 72" MXIMUM MIN. UGMENTED GROUNDING ELECTRODE PHOTOELECTRIC CONTROL (WHEN REQUIRED) CONTROL CENTER (SEPRTE PY ITEM) TWO GROUNDING ELECTRODE CONDUCTORS (ONE TO SFETY SWITCH ND ONE TO SFETY SWITCH/BREKER BOX) W/STPLES ( CENTERS) JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "VDOT ELEC". 10'-0" SEPRTION MINIMUM ELECTRICL SERVICE GROUNDING ELECTRODE TO JUNCTION BOX FOR RODWY LIGHTING (SEE NOTE 6) GROUNDING ELECTRODE (SEE NOTE 6) TYPE B (UNDERGROUND SERVICE) WOOD POLE DRILL 1/ HOLE IN SFETY SWITCH/BREKER BOX FOR GROUNDING ELECTRODE CONDUCTOR. HOLE TO BE SELED WITH N PPROVED SILICONE SELNT. RIGID METL RISER CONDUIT WITH SERVICE CBLE CLMPS (3' CENTERS) UNDERGROUND SERVICE CBLES COILED IN BOX WITH SUFFICIENT LENGTH TO LLOW THE CBLES TO EXTEND T LEST 2' BOVE THE JUNCTION BOX. COMPNY) BOX. TOP OF JUNCTION BOX SHLL RED "UTILITY". TO JUNCTION BOX FOR SIGNL JB-S1 JUNCTION MINIMUM 2" PVC CONDUIT STUBOUT (LOCTION S REQUIRED BY UTILITY ELECTRICL SERVICE INSTLLTION DETILS REVISION DTE SHEET 1 OF 1 02/

64 SE LOCL POWER UTILITY COMPNY WILL INSTLL SERVICE CBLE FROM THEIR POWER SOURCE TO THE TOP OF THE OVERHED POLE ND MKE REQUIRED SPLICES TO THE CBLES PROVIDED. 2. POLE HEIGHT ND SIZE WILL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. 3. THIS STNDRD IS PPLICBLE FOR LL ELECTRICL SERVICES OTHER THN 480Y/ FOR RODWY LIGHTING SYSTEMS, ONLY SFETY SWITCH SHLL BE USED. 5. LL ELECTRICL CONNECTIONS ND SPLICES SHLL BE TESTED FOR ELECTRICL CONTINUITY. SERVICE ENTRNCE HED RIGID METL RISER CONDUIT WITH SERVICE CBLE CP SERVICE ENTRNCE HED SERVICE THIMBLEYE SERVICE CBLES (2-3' CBLES FOR POWER SERVICE HOOK-UP) RIGID METL RISER CONDUIT WITH SERVICE CBLE 6. ECH ELECTRICL SERVICE FEEDER SHLL BE SEPRTED ND TGGED IN CCESSIBLE LOCTIONS INSIDE THE POLE TO PERMNENTLY IDENTIFY LIGHTING ND SIGNL POWER CBLES. 7. CONDUIT ND CONDUCTOR SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. 8. RIGID METL RISER CONDUIT ND SERVICE CBLE SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS, OR S SPECIFIED BY THE LOCL POWER COMPNY. METL POLE (SEPRTE PY ITEM) STINLESS STEEL BNDS (3' CENTERS) 9. WHEN REQUIRED BY THE CONTRCT DOCUMENTS, N ELECTRICL SERVICE WORK PD SHLL BE PLCED IN FRONT OF THE SFETY SWITCH/BREKER BOX. ELECTRICL SERVICE WORK PD METER BSE SHLL BE SEPRTE PY ITEM. METER BSE SFETY SWITCH FOR LIGHTING FOR LIGHTING FOR SIGNL PHOTOELECTRIC CONTROL (WHEN REQUIRED) SFETY SWITCH/BREKER BOX FOR SIGNL GROUNDING BUSHINGS & LOCKNUTS GROUNDING BUSHINGS & LOCKNUTS CONTROL CENTER FOR LIGHTING (SEPRTE PY ITEM CCW-1) 90 FITTINGS ND CLOSE NIPPLES STINLESS STEEL BNDS FEEDER CBLE FOR SIGNL METER BSE MINIMUM NIPPLE MINIMUM HUB SFETY SWITCH FOR LIGHTING METER BSE MINIMUM NIPPLE MINIMUM HUB SFETY SWITCH/ BREKER BOX FOR SIGNL FEEDER CBLE FOR LIGHTING MINIMUM 1 " CONDUIT W/ 3 GROUNDING ELECTRODE CONDUCTORS (ONE FOR LIGHTING SFETY SWITCH, ONE FOR SIGNL SFETY SWITCH/BREKER BOX, ND ONE FOR GROUNDING LUG) 72" MXIMUM CONTROLLER FOUNDTION (SEPRTE PY ITEM) GROUNDING LUG GROUNDING BUSHINGS & LOCKNUTS GROUNDING BUSHINGS & LOCKNUTS JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "VDOT ELEC". FOUNDTION (SEPRTE PY ITEM) HNDHOLE UNDERGROUND FEEDER CBLE DETIL FOR CONNECTION OF CONDUIT TO METER BSE FOR LIGHTING ND SIGNL MIN. 10'-0" SEPRTION MINIMUM UGMENTED GROUNDING ELECTRODE MINIMUM 1 " RIGID METL CONDUIT W/ SERVICE CBLE ELECTRICL SERVICE GROUNDING ELECTRODE TYPE (OVERHED SERVICE) METL POLE CONDUIT S SPECIFIED IN SIGNL CONTRCT DOCUMENTS CONDUIT S SPECIFIED IN RODWY LIGHTING CONTRCT DOCUMENTS SHEET 1 OF 2 REVISION DTE 02/ ELECTRICL SERVICE INSTLLTION DETILS

65 FOR LIGHTING MINIMUM TWO 90 FITTINGS ND CLOSE NIPPLES N PPROVED WTERPROOF SILICONE SELNT SHLL BE PPLIED BETWEEN THE CONDUIT ELBOW FROM INSIDE THE POLE FOR SIGNL MINIMUM TWO 90 FITTINGS ND CLOSE NIPPLES WTERPROOF SPLICE BOX SE-11 MINIMUM METL CONDUIT COUPLING MINIMUM METL CONDUIT COUPLING METER BSE METER BSE GROUNDING BUSHINGS & LOCKNUTS METER BSE MINIMUM NIPPLE MINIMUM HUB SFETY SWITCH FOR LIGHTING GROUNDING BUSHINGS & LOCKNUTS WTERPROOF SPLICE BOX DETIL FOR CONNECTION OF CONDUIT TO METER BSE FOR LIGHTING ND SIGNL 1. LOCL POWER UTILITY COMPNY WILL INSTLL SERVICE CBLE FROM THEIR POWER SOURCE TO THE JUNCTION BOX ND MKE REQUIRED SPLICES TO THE CBLES PROVIDED. 2. POLE HEIGHT ND SIZE WILL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. 3. THIS STNDRD IS PPLICBLE FOR LL ELECTRICL SERVICES OTHER THN 480Y/ FOR RODWY LIGHTING SYSTEMS, ONLY SFETY SWITCH SHLL BE USED. GROUNDING BUSHINGS & LOCKNUTS METER BSE MINIMUM NIPPLE MINIMUM HUB SFETY SWITCH/ BREKER BOX FOR SIGNL GROUNDING BUSHINGS & LOCKNUTS PHOTOELECTRIC CONTROL (WHEN REQUIRED) SFETY SWITCH FOR LIGHTING CONTROL CENTER FOR LIGHTING (SEPRTE PY ITEM) 90 FITTINGS ND CLOSE NIPPLES FEEDER CBLE FOR LIGHTING GROUNDING LUG MINIMUM 1 " CONDUIT W/ 3 GROUNDING ELECTRODE CONDUCTORS (ONE FOR LIGHTING SFETY SWITCH, ONE FOR SIGNL SFETY SWITCH/ BREKER BOX, ND ONE FOR GROUNDING LUG) MINIMUM 2" PVC CONDUIT STUBOUT (LOCTION S REQUIRED BY UTILITY COMPNY) BOX. TOP OF SHLL RED "UTILITY". 72" MXIMUM JB-S1 JUNCTION JUNCTION BOX SFETY SWITCH/BREKER BOX FOR SIGNL STINLESS STEEL BND MINIMUM LIQUID TIGHT FLEXIBLE METL CONDUIT W/ ELECTRICL SERVICE CBLES FEEDER CBLE FOR SIGNL METL POLE (SEPRTE PY ITEM) HNDHOLE MINIMUM RIGID LIQUID TIGHT FLEXIBLE METL CONDUIT COUPLINGS MINIMUM METL CONDUIT COUPLINGS MINIMUM PVC THREDED FOUNDTION (SEPRTE PY ITEM) 10'-0" SEPRTION MINIMUM MIN. 5. LL ELECTRICL CONNECTIONS ND SPLICES SHLL BE TESTED FOR ELECTRICL CONTINUITY. 6. ECH ELECTRICL SERVICE FEEDER SHLL BE SEPRTED ND TGGED IN CCESSIBLE LOCTIONS INSIDE THE POLE TO PERMNENTLY IDENTIFY LIGHTING ND SIGNL POWER CBLES. 7. CONDUIT ND CONDUCTOR SIZE SHLL BE S SPECIFIED IN THE CONTRCT DOCUMENTS. UNDERGROUND SERVICE CBLE COILED IN BOX 8. RIGID METL RISER CONDUIT ND SERVICE CBLE SIZE SHLL BE WITH SUFFICIENT LENGTH S SPECIFIED IN THE CONTRCT DOCUMENTS, OR S SPECIFIED BY TO LLOW THE CBLES THE LOCL POWER COMPNY. TO EXTEND T LEST 2' 9. WHEN REQUIRED BY THE CONTRCT DOCUMENTS, N ELECTRICL SERVICE WORK PD SHLL BE PLCED IN FRONT OF THE SFETY SWITCH/BREKER BOX. ELECTRICL SERVICE WORK PD SHLL BE SEPRTE PY ITEM. BOVE THE JUNCTION BOX. GROUNDING ELECTRODE MINIMUM RIGID METL CONDUIT W/ SERVICE CBLE 2-MINIMUM CONDUITS W/ CONDUCTORS FOR SIGNL ND LIGHTING S SPECIFIED IN THE CONTRCT DOCUMENTS ELECTRICL SERVICE GROUNDING ELECTRODE TYPE B (UNDERGROUND SERVICE) METL POLE UGMENTED GROUNDING ELECTRODE JB-S1 JUNCTION BOX. TOP OF JUNCTION BOX SHLL RED "VDOT ELEC". ELECTRICL SERVICE INSTLLTION DETILS REVISION DTE SHEET 2 OF 2 02/

66 CCW-1 TO SERVICE ENTRNCE SFETY SWITCH TO SERVICE ENTRNCE SFETY SWITCH B N B N PHOTOELECTRIC CONTROL SOLID NEUTRL SOLID NEUTRL HND TO LODS N B B CIRCUIT 1 CIRCUIT 2 CIRCUIT 3 CIRCUIT 4 CIRCUIT 5 CIRCUIT 6 CIRCUIT 7 CIRCUIT 8 TYPE (SINGLE PHSE) N B B TO LODS OFF UTO SELECTOR SWITCH TO LODS C B N CIRCUIT 1 CIRCUIT 3 CIRCUIT 5 CIRCUIT 2 CIRCUIT 4 N B C TO LODS TO SERVICE ENTRNCE SFETY SWITCH TYPE C (SINGLE PHSE) v vb vc N TO SERVICE ENTRNCE SFETY SWITCH SOLID NEUTRL TO LODS N v v B vc v CIRCUIT 1 CIRCUIT 3 CIRCUIT 5 CIRCUIT 7 CIRCUIT 2 CIRCUIT 4 CIRCUIT 6 CIRCUIT 8 N v vb v C v TO LODS HND PHOTOELECTRIC v vb vc CONTROL N SOLID NEUTRL TYPE B (THREE PHSE) LL CIRCUIT BREKERS SHLL BE SINGLE POLE. VOLTGE ND MPERGE RTINGS OF CONTCTORS ND BREKERS SHLL BE S INDICTED ON THE PLNS. NUMBER OF CIRCUITS SHOWN RE TYPICL. EXCT NUMBER REQUIRED SHLL BE S INDICTED ON THE PLNS. OFF UTO SELECTOR SWITCH TO LODS C v vb vc v N CIRCUIT 1 CIRCUIT 3 CIRCUIT 5 CIRCUIT 7 CIRCUIT 2 CIRCUIT 4 CIRCUIT 6 N v vb vc C TO LODS CONTCTORS SHLL BE 2 POLES FOR SINGLE PHSE ND 3 POLES FOR THREE PHSE SERVICES. NUMBER OF CONTCTORS SHLL BE S REQUIRED TO HNDLE THE NUMBER OF CIRCUITS CTULLY BEING UTILIZED. TYPE D (THREE PHSE) SHEET 1 OF 4 REVISION DTE CONTROL CENTER WIRING DETILS 705

67 CCW-1 TO SERVICE ENTRNCE PHOTOELECTRIC SFETY SWITCH CONTROL TIME CLOCK B N M SOLID HND NEUTRL OFF UTO SELECTOR SWITCH N N TO LODS C B CIRCUIT 1 CIRCUIT 3 CIRCUIT 5 CIRCUIT 2 CIRCUIT 4 CIRCUIT 6 B C TO LODS TYPE E (SINGLE PHSE) TO SERVICE ENTRNCE SFETY SWITCH TIME CLOCK PHOTOELECTRIC CONTROL v v B v C N M SOLID NEUTRL LL CIRCUIT BREKERS SHLL BE SINGLE POLE. HND VOLTGE ND MPERGE RTINGS OF CONTCTORS ND BREKERS SHLL BE S INDICTED ON THE PLNS. OFF NUMBER OF CIRCUITS SHOWN RE TYPICL. EXCT NUMBER REQUIRED SHLL BE S INDICTED ON THE PLNS. UTO SELECTOR N N CONTCTORS SHLL BE 2 POLES FOR SINGLE PHSE ND 3 POLES FOR THREE PHSE SERVICES. NUMBER OF CONTCTORS SHLL BE S REQUIRED TO HNDLE THE NUMBER OF CIRCUITS CTULLY BEING UTILIZED. SWITCH TO LODS C v v B v C v CIRCUIT 1 CIRCUIT 3 CIRCUIT 5 CIRCUIT 7 CIRCUIT 2 CIRCUIT 4 CIRCUIT 6 CIRCUIT 8 v v B v C v C TO LODS TYPE F THREE PHSE 705 CONTROL CENTER WIRING DETILS REVISION DTE SHEET 2 OF

68 ÁßöÐ$Æ>âÁßõÜ}èr ÿ ÿÿ Áßø ò9uáß YÁßõÈ'n>: ññßáöµ æy ßÁ tãóßácß3% óßá ½óßÁ Y>mÆóßÁ -¾óßÁË*pËçõßÁ ¾óßÁø ößá y½óßálê` 6ößÁ ÂóßÁ y ±tößá [ƒ óßá²õü2ôßá žòßá 8øßÁ Y(¾õßÁ`@$ òßá Áßó@ ã Áßò ò³1 Áßõ æšoáßò ñ\íë ÁßøLg(úÁßò[ Žd Z ðßáüøì ôßá ðßáv7ëtôßá } óßá0 8L ôßá óßá ûdvôßá 9 ðßáv ëþçößá ðßá U.µößÁ ±åàóßáv ëþçößá ±óßá U.µößÁ mïßáäfkøßá mïßáw æ[]øßá ßÁéDX JôßÁ ßÁ ÂÂôß ßÁˆò ßÁ+À ôßá ßÁ <gôßá ßÁM\._LôßÁ ßÁ «ßÁ t=ôß ÿÿÿÿßáè ÿÿÿ} ºóßÁ+À/;ðóßÁ ßÁ?Ñ_ ößá ßÁoødpMôßÁ ßÁO+cï3ôßÁ ßÁoøF<fôßÁ ßÁ.b ÎößÁ ßÁE.TÖ²ößÁ ßÁœ šößá ßÁ,Ày«KößÁ ßÁ ßÁð!Šw ößá ßÁM\>%MößÁ ßÁØvŸ sößá Í ößá

69 LL CIRCUIT BREKERS SHLL BE SINGLE POLE. TO SERVICE ENTRNCE SFETY SWITCH CCW-1 VOLTGE ND MPERGE RTING OF CONTCTORS ND BREKERS SHLL BE S INDICTED ON THE PLNS. v vb vc N NUMBER OF CIRCUITS SHOWN RE TYPICL. EXCT NUMBER REQUIRED SHLL BE S INDICTED ON THE PLNS. PHOTOELECTRIC CONTROL SOLID NEUTRL CONTCTORS SHLL BE 2 POLES FOR SINGLE PHSE ND 3 POLES FOR THREE PHSE SERVICES. NUMBER OF CONTCTORS SHLL BE S REQUIRED TO HNDLE THE NUMBER OF CIRCUITS CTULLY BEING UTILIZED. HND OFF UTO SELECTOR N N SWITCH TO LODS C v v v CIRCUIT 1 CIRCUIT 3 CIRCUIT 5 CIRCUIT 2 CIRCUIT 4 CIRCUIT 6 v v v C TO LODS v CIRCUIT 7 PHOTOELECTRIC CONTROL HND OFF UTO SELECTOR N N SWITCH C C vb CIRCUIT 1 CIRCUIT 2 v B TO LODS vb v B v B CIRCUIT 3 CIRCUIT 5 CIRCUIT 7 CIRCUIT 4 CIRCUIT 6 vb v B TO LODS PHOTOELECTRIC CONTROL HND OFF UTO SELECTOR N N SWITCH C TO C v C v C vc CIRCUIT 1 CIRCUIT 3 CIRCUIT 5 CIRCUIT 2 CIRCUIT 4 CIRCUIT 6 v C v C v C TO LODS LODS v C CIRCUIT 7 TYPE H (THREE PHSE) 705 CONTROL CENTER WIRING DETILS REVISION DTE SHEET 4 OF

70 TD-1, B, C B TO JUNCTION BOX MIN. B SECTION B-B SW SLOTS ND PVC CONDUITS SHLL BE MINIMUM BETWEEN DJCENT SW SLOTS ND CONDUITS. IF THE JUNCTION BOX WIDTH REQUIRES THE CONDUITS TO BE CLOSER THN, THE CONDUITS SHLL BE BETWEEN ECH OTHER T THE END OF THE SW SLOT ND THEN TPERED TO THE REQUIRED SPCING T THE JUNCTION BOX. LOOP CBLES PPROVED SELNT BCKER ROD 1 " DIMETER HOLE DRILLED BEFORE CUTTING THE SW SLOT CROSS SECTION TYPICL SELED SLOT OVERLP SW CUT T CORNERS FOR UNIFORM DEPTH TYPICL SW CUT DIGRM TYPICL LOOP WIRE PLN " " " 2' MINIMUM TO NEREST LOOP ND/OR HOME RUN CBLE SEE NOTE 1 SEE NOTE 1 SEE NOTE 2 " SEE NOTE 2 1. SW SLOT SHLL BE " WHEN LOOP DETECTOR CBLE ENCLOSED IN TUBING IS INSTLLED. IN NEW SPHLT CONCRETE RODWYS, SW SLOTS SHLL BE CUT INTO THE BSE COURSE TO DEPTH OF. { 2. IN EXISTING SPHLT CONCRETE RODWYS WHICH RE TO BE RESURFCED S PRT OF THE PROJECT, SW SLOTS SHLL BE CUT INTO THE PLNED SURFCE TO DEPTH OF PRIOR TO THE OVERLY. LOOP DETECTORS MY BE INSTLLED THROUGH FINISHED RIDING SURFCE S SPECIFIED IN CONTRCT DOCUMENTS. SW SLOTS IN FINL RIDING SURFCE SHLL HVE MINIMUM ND 4.5" MXIMUM DEPTH. IN EXISTING SPHLT CONCRETE RODWYS WHICH RE NOT TO BE RESURFCED S PRT OF THE PROJECT, SW SLOTS SHLL BE CUT INTO THE EXISTING SURFCE TO DEPTH OF. FLEXIBLE PLSTIC SLEEVE 1 " SW SLOT LOOP CBLE SECTION - SECTION B-B SECTION - SECTION B-B LOOP IN HYDRULIC CEMENT CONCRETE (NO JOINT) LOOP IN SPHLT CONCRETE 8" 8" 8" TOP VIEW DEPTH OF SW SLOT SHLL BE MESURED FROM PVEMENT SURFCE T TIME OF INSTLLTION. NOT NECESSRILY FINISHED GRDE. LOOP SELNT PVEMENT JOINT LOOP CBLE TYPICL SW SLOT DETIL SIDE VIEW INSTLLTION OF LOOP CBLE CROSS HYDRULIC CEMENT CONCRETE PVEMENT JOINTS SHEET 1 OF 3 REVISION DTE 02/ LOOP DETECTOR INSTLLTION DETIL 703

71 TD-1, B, C SEE NOTE 1 EDGE OF SHOULDER DRILL THROUGH PVEMENT 12" LOOP CBLE SW SLOT SHOULDER PVEMENT TO JUNCTION BOX 45 METL OR PVC CONDUIT SHOULDER SECTION SEE NOTE 1 EDGE OF GUTTER DRILL THROUGH PVEMENT METL OR PVC CONDUIT TO JUNCTION BOX 12" 45 LOOP CBLE SW SLOT HYDRULIC CEMENT OR SPHLT CONCRETE PVEMENT CURB ND GUTTER SECTION 1. THE TOP OF CONDUITS SHLL BE INSTLLED BELOW THE BOTTOM OF THE SW SLOT. 2. PLSTIC BUSHINGS SHLL BE INSTLLED ON THE ENDS OF THE CONDUITS IN THE PVEMENT. DUCT SEL SHLL BE PPLIED TO THE OPEN END OF THE BUSHING. EDGE OF CURB METL OR PVC CONDUIT DRILL THROUGH PVEMENT TO JUNCTION BOX SEE NOTE 1 12" 45 SW SLOT LOOP CBLE SPHLT CONCRETE OR HYDRULIC CEMENT CONCRETE PVEMENT CURB SECTION (NO GUTTER) SW SLOTS SHLL INTERSECT WITH THE HOLES DRILLED FOR INSTLLTION OF THE CONDUITS ND LOOP CBLES. DRILLED HOLES SHLL BE NO LRGER THN REQUIRED FOR INSTLLTION OF THE CONDUIT ND PLSTIC BUSHING. REMOVL OF LRGE SECTIONS OF PVEMENT TO PERFORM THIS WORK WILL NOT BE LLOWED. ONE CONDUIT SHLL BE PROVIDED FOR ECH SW SLOT. LL DIMENSIONS NOT SHOWN SHLL BE S SPECIFIED ON THE CONTRCT DOCUMENTS. 703 LOOP DETECTOR INSTLLTION DETIL REVISION DTE SHEET 2 OF 3 02/

72 TD-1, B, C LNE LINE OR CENTER LINE Z 1. LL DIMENSIONS NOT SHOWN SHLL BE S SPECIFIED ON THE CONTRCT DOCUMENTS. 2. LOOP WIRE TWISTED TOGETHER WITH MINIMUM OF THREE TURNS PER RUNNING FOOT. 3. BSED ON THE LENGTH OF LED-IN CBLE, DDITIONL WIRE TURNS PER LOOP MY BE REQUIRED S SPECIFIED BY THE CONTRCT DOCUMENTS. 2 Z Y X SEE NOTES 2, 3 ROD EDGE OR LNE LINE TYPICL LNE COVERGE DIGRM SEE NOTES 2, 3 X X LOOP CBLE INSTLLTION PLN VIEW TD-1 SEE NOTES 2, 3 PLN VIEW LOOP CBLE INSTLLTION LOOP CBLE INSTLLTION PLN VIEW TD-1B TD-1C SHEET 3 OF 3 REVISION DTE NEW 02/ LOOP DETECTOR INSTLLTION DETIL 703

73 JB-R1, R2 12" MIN TTCH GROUNDING ELECTRODE CONDUCTOR TO FRME (DO NOT TTCH TO THE FRME BOLT HOLE) 8" MIN CLSS 3 CONCRETE COLLR (SEE NOTE 6) 18" - 2 GROUNDING ELECTRODE CONDUCTOR J-HOOK WIRE SUPPORT BELOW TOP (SEE NOTE 1) #4 12" C-C (SEE NOTE 3) COMPCTED SOIL ROUND SIDES OF BOX STNDRD JB-R1 JB-R2 DIMENSIONS E F 20" 20" 2 2 CONDUIT ENTRNCE (SEE NOTE 5) 12" MIN. GROUNDING ELECTRODE LEVEL ND TMPED NO. 68, NO. 78, OR NO. 8 GGREGTE PLCED UNDER ENTIRE EXCVTED RE. GGREGTE MTERIL SHLL BE IN PLCE PRIOR TO INSTLLING THE JUNCTION BOX. TO SECTION VIEW (JB-R1 ND R2) 5" 5" 1. J-HOOK WIRE SUPPORTS SHLL BE SECURELY TTCHED TO THE JUNCTION BOX WITH BOLT ND NUT WITH NEOPRENE WSHER OR N EXPNSION FITTING. ONE J-HOOK PER WLL SHLL 5" 5" 2" DI. DRIN F BE INSTLLED FOR JB-R1 ND R2 BOXES. TWO J-HOOKS PER WLL (EQULLY SPCED) SHLL BE INSTLLED FOR JB-R3 BOXES. 2. CONDUIT ENTRNCES SHLL BE LOCTED S SHOWN IN THE CONTRCT DOCUMENTS. CONDUITS SHLL EXTEND 2" MIN. TO MX. INTO THE INSIDE WLL OF THE JUNCTION BOX. 3. LL REINFORCING STEEL SHLL BE IN CCORDNCE WITH SECTION 223 OF THE S, SHLL HVE MINIMUM 1 " CONCRETE COVER. NY REINFORCING STEEL IN CONFLICT WITH CONDUIT SHLL BE CUT MINIMUM OF 1 " FROM CONDUIT. 4. THE JUNCTION BOX MY BE PRECST OR CST IN PLCE CLSS 3 CONCRETE. 5. MINIMUM 2" DIMETER CONDUIT ENTRNCE IS REQUIRED UNLESS OTHERWISE SPECIFIED IN THE CONTRCT DOCUMENTS. 6. CONCRETE COLLR IS REQUIRED ONLY WHEN JUNCTION BOX IS INSTLLED IN ERTH RES. 7. HIGH STRENGTH GROUT CONFORMING TO THE ROD & BRIDGE S SHLL BE USED E TO SECURE THE FRME TO THE JUNCTION BOX. 8. LL JUNCTION BOXES SHLL BE INSTLLED WITH GROUNDING ELECTRODE. TOP VIEW (FRME ND COVER REMOVED) (JB-R1 ND R2) 9. VOIDS RESULTING FROM ENTRNCE OF CONDUITS INTO JUNCTION BOX SHLL BE COMPLETELY FILLED WITH HYDRULIC CEMENT GROUT CONFORMING TO THE ROD & BRIDGE S. 10. WHEN INSTLLED, CONDUIT STUB-OUTS SHLL EXTEND MINIMUM OF PST THE OUTSIDE OF THE JUNCTION BOX ND SHLL BE CPPED OR PLUGGED. JUNCTION BOX FOR TRFFIC USE REVISION DTE SHEET 1 OF 2 08/

74 JB-R1, R2 1 " " " - 16 X 1 HEX HED S.S. BOLTS W/WSHERS (4) PLCES J H F D B VDOT ELEC I G E C M K " " " NEOPRENE GSKET GLUED TO FRME DETIL SURFCE PTTERN DETIL C BOLT DETIL RING OR HNDLE RECESSED LIFT SEE DETIL D 3Ž" " ˆ" 1 " 1 9 ƒ " 5 8" S.S. TOP VIEW DETIL B PTTERN ELEVTION DETIL D PICKBR DETIL N " NEOPRENE GSKET PERMNENTLY TTCHED TO FRME. SIDE VIEW STNDRD DIMENSIONS B C D E F G H I J K M N JB-R1 18" 18" 19" 19" 20" 20" " JB-R " 28" 3 3 " 1. ECH COVER SECTION SHLL HVE NON-SKID SURFCE WITH LETTERS CST IN THE DEPRESSION ON TOP. THE LETTERS "VDOT ELEC", "VDOT TRFF", "VDOT COMM", "VDOT FIBER", OR "UTILITY" S PPLICBLE RE TO BE ONE (1) INCH WIDE ND RISED " HIGH. COVERS USED FOR JUNCTION BOXES INSTLLED THT WILL BE MINTINED BY LOCLITIES SHLL OMIT THE WORD "VDOT". 2. FOUR RECESSED " S.S. HEX HED BOLTS RE REQUIRED FOR ECH COVER. 2. GRY IRON CSTINGS SHLL BE S PER SECTION 224 OF THE S. SHEET 2 OF 2 REVISION DTE 08/ JUNCTION BOX FOR TRFFIC USE

75 JB-S1, S2, S3, S4 NON-SKID SURFCE VDOT ELEC LIFT RING OR SLOT CLSS 3 CONCRETE COLLR B COVER DETIL (JB-S1, S2, ND S3) GROUND LINE TOP VIEW (COVER REMOVED) (JB-S1, S2, ND S3) 12" 8" J-HOOK WIRE SUPPORT BELOW TOP (SEE NOTE 1) NUT 18"-2 COMPCTED SOIL ROUND LL SIDES OF BOX LEVEL ND TMPED NO. 68, NO. 78, OR NO. 8 GGREGTE PLCED UNDER ENTIRE EXCVTED RE. GGREGTE MTERIL SHLL BE IN PLCE PRIOR TO INSTLLING THE JUNCTION BOX. GROUNDING ELECTRODE OPEN BOTTOM 12" MIN. TO DIMENSIONS STNDRD B JB-S1 1 2 JB-S2 1 30" JB-S3 2 3 JB-S4 48" 48" SECTION - (JB-S1, S2, ND S3) 2" CONDUIT ENTRNCE (SEE NOTE 6) SECTION VIEW (JB-S1, S2, ND S3) 1. JUNCTION BOXES SHLL HVE STRIGHT OR FLRED INSIDE WLL DESIGN. MTERILS SHLL CONFORM TO SECTION 238 OF THE ROD & BRIDGE S. 2. CONDUIT ENTRNCES SHLL BE LOCTED S SHOWN IN THE CONTRCT DOCUMENTS. CONDUITS SHLL EXTEND 2" MIN. TO MX. INTO THE INSIDE WLL OF THE JUNCTION BOX. 3. ECH COVER SECTION SHLL HVE NON-SKID SURFCE WITH LETTERS CST IN THE DEPRESSION ON TOP OR OTHER PRE-PPROVED METHODS THT DO NOT REQUIRE THE USE OF DHESIVES. THE LETTERS "VDOT ELEC", "VDOT TRF", "VDOT COMM", "VDOT FIBER", OR "UTILITY" S PPLICBLE RE TO BE WIDE. COVERS USED FOR JUNCTION BOXES INSTLLED THT WILL BE MINTINED BY LOCLITIES SHLL OMIT THE WORD "VDOT". 4. LL JUNCTION BOXES SHLL BE INSTLLED WITH GROUNDING ELECTRODE. 5. TWO RECESSED " S.S. HEX HED BOLTS RE REQUIRED FOR ECH JB-S1, S2, ND S3 COVER. FOUR RECESSED " S.S. HEX HED BOLTS RE REQUIRED FOR ECH JB-S4 COVER. 6. MINIMUM 2" DIMETER CONDUIT ENTRNCE IS REQUIRED, UNLESS OTHERWISE SPECIFIED IN THE CONTRCT DOCUMENTS. 7. J-HOOK WIRE SUPPORTS SHLL BE SECURELY TTCHED TO THE JUNCTION BOX WITH BOLT ND NUT WITH NEOPRENE WSHER OR N EXPNSION FITTING. ONE J-HOOK PER WLL SHLL BE INSTLLED FOR JB-S1, S2, ND S3 BOXES. TWO J-HOOKS PER WLL SHLL BE INSTLLED FOR JB-S4 BOXES. 8. VOIDS RESULTING FROM ENTRNCE OF CONDUITS INTO JUNCTION BOXES SHLL BE COMPLETELY FILLED WITH N PPROVED MTERIL. 9. CONDUIT STUB-OUTS, WHEN INSTLLED, SHLL EXTEND MINIMUM OF PST THE OUTSIDE OF THE JUNCTION BOX. 238 JUNCTION BOX FOR NON-DELIBERTE TRFFIC USE REVISION DTE SHEET 1 OF 2 08/

76 JB-S1, S2, S3, S4 LIFT PIN FOR COVER HOOK 23 " COVER SECTION 4 - RECESSED " S.S. HEX HED BOLTS 46 " COVER 23 " COVER SECTION VDOT FIBER REMOVBLE SUPPORT BEM VDOT FIBER J-HOOK WIRE SUPPORT BELOW TOP ON LL WLLS COMPCTED SOIL ROUND LL SIDES OF BOX 49" FRME 49" FRME LIFT BOLTS TO CCOMODTE LIFTING STRPS (2 PLCES ECH END) 3 MIN. TO LEVEL ND TMPED NO. 68, NO. 78, OR NO. 8 GGREGTE PLCED UNDER ENTIRE EXCVTED RE. GGREGTE MTERIL SHLL BE IN PLCE PRIOR TO INSTLLING THE JUNCTION BOX. 12" MIN. OPEN BOTTOM 1. 12" CLSS 3 CONCRETE COLLR, CONDUIT ENTRNCES, ND GROUNDING ELECTRODE RE OMITTED FOR CLRITY. SEE SHEET 1 OF 2 FOR DETILS. ISOMETRIC VIEW (JB-S4) 2. SEE SHEET 1 OF 2 FOR NOTES. SHEET 2 OF 2 REVISION DTE NEW 08/ JUNCTION BOX FOR NON-DELIBERTE TRFFIC USE 238

77 STNDRD THIS PGE INTENTIONLLY LEFT BLNK TITLE REVISION DTE SHEET 1 OF 1.

78 ECI-1 PROPOSED PVEMENT LOCTOR TPE FINISHED GRDE LOCTOR TPE FINISHED GRDE LOCTOR TPE 1. CONTRCTOR SHLL INSTLL MINIMUM TO MXIMUM WIDE RED PLSTIC LOCTOR TPE TO 8" BELOW FINISHED GRDE ND DIRECTLY BOVE BURIED CONDUIT OR CONDUCTOR CBLES. 18"-2 COMPCTED BCKFILL 18" SEE NOTE 4 SEE NOTE 5 SEE NOTE 6 SEE NOTE 5 NONMETLLIC OR METL CONDUIT DIRECT BURIL CONDUCTOR CBLE NONMETLLIC OR METL CONDUIT ECI-2 EXISTING PVEMENT PVEMENT SHLL BE RESTORED IN CCORDNCE WITH THE CONTRCT DOCUMENTS. 18"-2 COMPCTED BCKFILL PROJECTED CONDUIT LINE SEE NOTE 4 COMPCTED BCKFILL 18" SEE NOTE 4 COMPCTED BCKFILL SEE NOTE 4 2. CONDUIT INSTLLED UNDER EXISTING OR PROPOSED RODWYS OR SIDEWLK FOR DIRECT BURIED CBLES SHLL EXTEND 2 BEYOND THE PVED SURFCE ND/OR SIDEWLK. 3. WHERE CONDUIT FOR POWER ND CONDUIT FOR COMMUNICTION RE TO BE INSTLLED IN CLOSE PROXIMITY TO ECH OTHER, CONDUITS SHLL BE PLCED PRLLEL IN COMMON TRENCH WITH NO LESS THN OF SEPRTION BETWEEN CONDUIT SYSTEMS. 4. BCKFILL MTERIL BELOW THIS LEVEL SHLL BE SNDY FILL (FREE OF NY STONES, CINDERS, WOOD, ROOTS, DEBRIS, ETC.). 5. ONE OR MORE CONDUITS S REQUIRED. 6. ONE OR MORE CONDUCTOR CBLES S REQUIRED. NON - PVEMENT ND PROPOSED PVEMENT RE INSTLLTION 7. OFFSETTING OF CONDUIT MY BE USED FOR TYING INTO EXISTING CONDUIT SYSTEMS OR BYPSSING OBSTRUCTIONS S DIRECTED BY THE ENGINEER. 8. WHEN OFFSETTING CONDUIT TO BYPSS N OBSTRUCTION, THE CONDUIT SHLL MINTIN MINIMUM CLERNCE OF 12" FROM THE CLOSEST POINT OF THE OBSTRUCTION. LOCTOR TPE SEE NOTE 5 D CONDUIT LINE 8 x D D = WIDTH OF OFFSET NONMETLLIC OR METL CONDUIT EXISTING PVEMENT RE INSTLLTION METHOD OF OFFSETTING CONDUIT SHEET 1 OF 1 REVISION DTE 02/ ELECTRICL CONDUIT ND CONDUCTOR CBLE UNDERGROUND INSTLLTION 302

79 ÿÿÿ * ÿÿÿÿ + ÿÿÿÿœ( ÿÿÿÿ ÿÿÿÿlô$ ÿÿÿÿ Áßö ŽRõÁßôšË;x ÿÿ Áßôì5ÝQÁ ŠmößÁ ÿ Áß Ý}Ã(Áß õßáuô øßá Áßø(v ä ÁßîÙ7«Fö áöîßásô*còßá ßÁå ¹ôßÁßÁ¹%N úóßá? ÿÿÿÿâq4 ÿÿÿÿ ÿÿÿÿ + ÿÿÿÿõƒ$ ÿÿÿÿ ßÁH ßÁÑ + ÿÿÿÿ>$ ÿÿÿÿ ôßá E¹ÞôßÁ ßÁå ôßá ßÁ µ(äºôßá ßÁ 8 ºóß ßÁv öôßá ßÁ O ºôßÁ ßÁ ƒ øôßá ßÁ_> ôßá ßÁ_ˆ> ôßá ßÁô9ìë¹óß ßÁ OÄ8øôßÁ ßÁWö ôßá ßÁ ƒ øôßá ß ßÁÐÊ ¼ óß ßÁ_ öôßá ßÁ ƒ øôßá ßÁ jí ßÁÉ j> ßÁÃO$ì»ôßÁ ßÁ j-"ãôßá ßÁñøàìôóßÁ ßÁw õváóß ßÁ j-"ãôßá ßÁ: ŠñóßÁ ßÁHïñóßÁ ßÁ 'ÕóßÁ ßÁÛ ü ßÁÉ ªÉló ßÁ 'Æ ßÁÛ/ ó ô ò - 10.dgn ßÁ gaàõßá ßÁ: ¾ õßá ßÁÁ/ Á YÔõßÁ ß ßÁ²bÐ õß ßÁ (Å ôß ßÁ (Þ ôß ßÁ gï&ößá ßÁ.ï ößá ßÁ hô~õßá ßÁ ç õßá Á

80 WSP-1 SEE NOTES 6 & 7 SEE NOTE 8 SEE NOTES 6 & 7 SEE NOTE 8 SEE NOTES 6 & 7 SEE NOTE 8 SEE NOTE 2 SEE NOTE 2 SEE NOTE 2 EDGE OF TRVELWY OR TOP OF CURB MOUNTING HEIGHT (h) (SEE NOTE 2) 4' VERTICL CLERNCE (SEE NOTE 2) CUT SLOPE EDGE OF MOUNTING TRVELWY HEIGHT (h) OR TOP (SEE NOTE 2) OF CURB 4' EDGE OF MOUNTING VERTICL TRVELWY HEIGHT (h) CLERNCE OR TOP (SEE NOTE 2) (SEE NOTE 2) OF CURB CUT SLOPE 4' VERTICL CLERNCE (SEE NOTE 2) CUT SLOPE SEE NOTE 10 SEE NOTE 10 W FILL SLOPE SEE NOTE 10 FILL SLOPE FILL SLOPE GENERL SINGLE POST INSTLLTIONS W (SEE NOTES 11 & 12) TWO POST INSTLLTIONS W (SEE NOTES 11 & 12) 7' MIN. FOR SQURE TUBE POST INSTLLTIONS THREE POST INSTLLTIONS 1. WSP STNDRDS SHLL ONLY BE USED FOR TEMPORRY SIGN INSTLLTIONS THT WILL BE IN PLCE FOR MXIMUM OF 36 MONTHS. 2. FOR LL SIGNS EXCEPT STREET NME SIGNS:. MINIMUM MOUNTING HEIGHT (h) SHLL BE 7 FEET FOR TEMPORRY SIGNS ND 6 FEET FOR SECONDRY SIGNS (SEE NOTE 4). B. MXIMUM MOUNTING HEIGHT (h) FOR THE BOTTOM-MOST SIGN(S) SHLL BE 8 FEET, EXCEPT WHEN NECESSRY TO CHIEVE MINIMUM VERTICL CLERNCE BENETH SIGN S PER NOTE 2C. C. MINIMUM VERTICL CLERNCE (DISTNCE BETWEEN BOTTOM OF SIGN ND FINISHED GRDE BENETH THE SIGN) SHLL BE 7 FEET FOR NY PORTION OF THE SIGN WITHIN THE CLER ZONE. THIS MINIMUM VERTICL CLERNCE MY BE REDUCED TO 5 FEET FOR EITHER OF THE FOLLOWING CONDITIONS: WHEN SIGNS OR PORTIONS OF SIGNS RE LOCTED MORE THN 10 FEET UP CUT SLOPE GRETER THN 3:1, OR WHEN THE SIGN IS LOCTED T LEST THE MINIMUM DISTNCE BEHIND CURB, BRRIER, OR GURDRIL S PER NOTES 6 ND MOUNTING HEIGHT (h) FOR STREET NME SIGNS SHLL BE BETWEEN 8'- ND 9'-0". 4. SECONDRY SIGN IS CONSIDERED TO BE SIGN MOUNTED BELOW NOTHER SIGN, EXCEPT ROUTE MRKING SSEMBLY (CONSISTING OF ROUTE MRKER WITH N UXILIRY PLTE) IS CONSIDERED TO BE SINGLE SIGN. SECONDRY SIGN SHLL NOT BE MOUNTED LOWER THN 7 FEET BOVE PEDESTRIN SIDEWLK OR PTHWY IF IT WILL PROJECT MORE THN INTO THE PEDESTRIN FCILITY. 5. FOR SIGNS LOCTED IN RES WHERE PEDESTRIN MOVEMENTS RE LIKELY TO OCCUR OR ON-STREET PRKING IS PERMITTED, THE HEIGHT (h) FROM THE LOWEST PORTION OF THE SIGN TO THE FINISHED SURFCE SHLL HVE CLERNCE OF 7 FEET. 7. UNLESS OTHERWISE PPROVED BY THE ENGINEER, SIGNS PLCED BEHIND GURDRIL SHLL BE LOCTED SUCH THT THE NER SIDE EDGE OF THE SIGN PNEL IS OUTSIDE OF THE GURDRIL DEFLECTION DISTNCE. 8. THE TOP OF THE SIGN POST MY EXTEND NO MORE THN 2 FEET BOVE THE TOP OF THE SIGN. 9. THE SIGN POST SHLL BE PLUMB T INSTLLTION ND SHLL NOT LEN OR TWIST DURING USE. IN THE EVENT THE POST LENS OR TWISTS OUT OF POSITION THE CONTRCTOR SHLL TKE IMMEDITE CORRECTIVE CTION. 10. ED-3 TYPE 2 DELINETORS SHLL BE PLCED ON LL POSTS DURING LL TIMES THT THE SIGN IS COVERED. THE COLOR OF THE ED-3 DELINETORS SHLL MTCH THE COLOR OF THE DJCENT EDGE LINE MRKING. WOOD POST 11. MINIMUM SPCING (CENTER TO CENTER) BETWEEN TWO x WOOD POSTS SHLL BE 3 FEET. MINIMUM SPCING (CENTER TO CENTER) BETWEEN TWO WOOD POSTS OF NY OTHER SIZE SHLL BE 8 FEET. SQURE TUBE POST 12. W = (0.60) X (SIGN WIDTH) 6. THE LTERL CLERNCE TO THE SIGN EDGE SHLL BE MINIMUM OF 2 FEET FROM THE FCE OF CURB OR 4 FEET FROM FCE OF PERMNENT CONCRETE BRRIER, IF PRESENT. THE EDGE OF SIGN SHLL BE OUTSIDE THE DEFLECTION ZONE FOR TRFFIC BRRIER SERVICE. SHEET 1 OF 7 REVISION DTE 08/ TEMPORRY SIGNS (FOR CONSTRUCTION, MINTENNCE, PERMIT ND UTILITY CTIVITIES) WOOD POST ND SQURE TUBE POST SIGN STRUCTURES 512

81 INSTLLTION DETILS METHOD OF POST DRILLING WSP-1 WOOD POST GROUND LINE 80 LBS OF 3' MIN. FOR x POST. CEMENTITIOUS 4' MIN. FOR LL OTHER MTERIL SHLL BE POSTS. MIXED WITH THE EXCVTED MTERIL ND THEN BCKFILLED 1'-0" IN LIFTS WITH TMPING. SET IN ERTH SIGN FCE BOTTOM OF SIGN WOOD POST WOOD POST GROUND LINE GROUND LINE 1 BOTTOM OF SIGN SLOPE BORE HOLES T PPROX. 1/2":12" FOR DRINGE. WOOD POST CONCRETE STNDRD BITUMINOUS SURFCE COURSE BCKFILL MTERIL TO BE TMPED. NO CONCRETE USED. 3' MIN. FOR x POST. 4' MIN. FOR LL OTHER POSTS. SIDE VIEW FRONT VIEW 1'-0" 1. X WOOD POST REQUIRES TWO 2" BORE HOLES. 2. X 8" WOOD POST REQUIRES TWO BORE HOLES. SET IN CONCRETE 3. POSTS LESS THN X DO NOT REQUIRE BORE HOLES. BRCING ND POST TOLERNCE DETIL WOOD OR SQURE TUBE POST SEE NOTE 2 1. SIGN WIDTHS GRETER THN 48" SHLL REQUIRE SIGN BRCING CONFORMING TO STNDRD STP-1. SEE NOTE 2 2. THE TOP OF POST SHLL BE NO MORE THN 2" BELOW ND NO MORE THN 2 FEET BOVE THE TOP OF THE SIGN. " TO 2" 512 TEMPORRY SIGNS (FOR CONSTRUCTION, MINTENNCE, PERMIT ND UTILITY CTIVITIES) WOOD OR SQURE TUBE STEEL POST SIGN STRUCTURES REVISION DTE SHEET 2 OF 7 08/

82 WSP-1 DESIGN TBLE FOR WOOD POST SIZE OF POST CENTROID (FT) 2 MXIMUM RE (TOTL OF SIGNS) (FT ) SINGLE-POST TW0-POST THREE-POST COMMENTS X SEE NOTE X (SEE NOTE 2) FOR SINGLE X POST THE MXIMUM TOTL SIGN CN BE INCRESED TO 16 SQURE FEET PROVIDED:. THE MXIMUM VERTICL CLERNCE BETWEEN THE GROUND LEVEL ND BOTTOM OF THE SIGN DOES NOT EXCEED 7'- WHILE MINTINING 7'-0" MINIMUM MOUNTING HEIGHT (h) BETWEEN BOTTOM OF SIGN ND TOP OF RODWY SURFCE T THE EDGE OF TRVEL LNE. 5" X 5" B. CONTRCTOR SUPPLIES DEPRTMENT WITH MTERILS CERTIFICTION FOR WOOD POSTS TO ENSURE CONFORMNCE WITH SECTION 236 OF THE S. X LRGER DIMENSION OF WOOD POST SHLL BE IN DIRECTION OF (PRLLEL TO) TRFFIC. 3. CENTROID SHLL BE DETERMINED IN CCORDNCE WITH STNDRD PCS X 8" (SEE NOTE 2) SHEET 3 OF 7 REVISION DTE 08/ TEMPORRY SIGNS (FOR CONSTRUCTION, MINTENNCE, PERMIT ND UTILITY CTIVITIES) WOOD POST SIGN STRUCTURES 512

83 WSP-1 SHEETING SIGN BRCING 11 GUGE, TYPE 304, #2B FINISHED STINLESS STEEL WITH STINLESS STEEL CRRIGE BOLT CLMPS CN BE TWIST LOCKED INTO PLCE WITHOUT SLIDING THE CLMPS FROM N OPEN END OF THE CHNNEL BRCE POST CLMP WOOD POST CLMP IS TO BE SIZED TO FIT THE WOOD POST WOOD POST & BRCE (CONNECTING JUNCTION) CLMP DETIL 1. NYLON WSHER SHLL BE ˆ" THICK MINIMUM WITH N OUTSIDE DIMETER OF ND N INSIDE DIMETER OF ". 2.DRIVE RIVET SHLL BE " OR " LUMINUM FLT HED RIVET WITH STEEL PINS ND NYLON OR RUBBER WSHER. 3.SIGN PNEL TTCHMENTS TO SQURE TUBE POSTS SHLL BE S PER STNDRD STP-1. 4.THE HEDS OF LL DRIVE RIVETS ND BOLTS PROTRUDING FROM TEMPORRY SIGNS MY BE UNCOTED. IF POWDER COTED, THE HEDS SHLL MTCH THE COLOR OF THE SIGN SHEETING. 5.BOLTS, NUTS, ND LOCK WSHERS SHLL BE GLVNIZED OR STINLESS STEEL. 6.DRIVE RIVET SHLL NOT BE USED FOR SIGNS WITHOUT BRCING 512 TEMPORRY SIGNS (FOR CONSTRUCTION, MINTENNCE, PERMIT ND UTILITY CTIVITIES) WOOD POST SIGN STRUCTURES - TTCHMENT DETILS REVISION DTE SHEET 4 OF 7 08/

84 WSP-1 WOOD POSTS NOT REQUIRING BRCING SHEETING SIGN BRCE WOOD POSTS REQUIRING BRCING NYLON WSHER (SEE NOTE 1 ON SHEET 4 OF 7) " X LG BOLT WOOD POST SIGN PNEL DRIVE RIVET OR SCREW (SEE NOTE 2 ON SHEET 4 OF 7) WOOD POST POST CLMP SIGN PNEL SINGLE SIGN PNEL DETIL NYLON WSHER (SEE NOTE 1 ON WOOD POST SHEET 4 OF 7) NUT " X LENGTH S REQUIRED HEX HED BOLT W/ FLT WSHER, LOCK WSHER, ND NYLON WSHER UNDER LOCK WSHER NUT ND NYLON WSHER UNDER HED FLT WSHER SIGN PNEL SINGLE SIGN PNEL LTERNTE METHOD DETIL SIGN PNEL SIGN PNEL TTCHMENT DETIL " X LENGTH S REQUIRED TWIST LOCK T-HED SS BOLT (STM 276, SHEETING SIGN BRCE TYPE 304) WITH N LUMINUM QUICK LOCK DPTER ND " CSE HRDENED FLNGE NUT WOOD SIGN POST SIGN PNEL SHLL BE TTCHED TO BRCING WITH SCREW (SEE NOTE 2 ON SHEET 4 OF 7). SIGN BRCING HOLE TO BE OFFSET FROM LOCK WSHER T-BOLT. FLT WSHER WOOD POST SIGN PNEL NYLON WSHER (SEE NOTE 1 ON SHEET 4 OF 7) SIGN PNEL SINGLE SIGN PNEL LTERNTE METHOD DETIL NUT " X LENGTH S REQUIRED HEX HED BOLT W/ FLT WSHER, LOCK WSHER, ND NYLON WSHER UNDER LOCK WSHER ND NUT ND NYLON WSHER FLT WSHER UNDER HED NYLON WSHER SIGN PNEL (SEE NOTE 1 ON SHEET 4 OF 7) BCK-TO-BCK SIGN PNEL DETIL SHEETING SIGN BRCE NYLON WSHER (SEE NOTE 1 ON SHEET 4 OF 7) " X LENGTH S REQUIRED HEX HED BOLT W/ FLT WSHER, LOCK WSHER, ND NYLON WSHER UNDER NUT ND NYLON WSHER UNDER HED SIGN PNEL WOOD SIGN POST SIGN PNEL NUT LOCK WSHER ND FLT WSHER NYLON WSHER (SEE NOTE 1 ON SHEET 4 OF 7) 1. SEE SHEET 4 OF 7 FOR NOTES. SHEET 5 OF 7 REVISION DTE 08/ TEMPORRY SIGNS BCK-TO-BCK SIGN PNEL DETIL (FOR CONSTRUCTION, MINTENNCE, PERMIT ND UTILITY CTIVITIES) WOOD POST SIGN STRUCTURES - TTCHMENT DETILS 512

85 WSP-1 DESIGN TBLE FOR SQURE TUBE POST SIZE OF POST CENTROID (FT) 2 MXIMUM RE (TOTL OF SIGNS) (FT ) SINGLE-POST TW0-POST THREE-POST COMMENTS INCH 14 G TYPE, TYPE D, OR TYPE F FOUNDTION (SEE NOTE 4) INCH 12 G TYPE OR TYPE E FOUNDTION (SEE NOTE 4) 1. THE INNER POST SHLL BE 6 FEET IN LENGTH. 2. CENTROID SHLL BE DETERMINED IN CCORDNCE WITH PCS MINIMUM COLD FORMED YIELD STRENGTH SHLL BE: 14 G. ND 12 G. = 60 KSI 10 G. = 55 KSI 2 INCH 10 G TYPE B OR TYPE C FOUNDTION (SEE NOTE 4) 4. TYPE, B, C, D, E, ND F FOUNDTIONS SHLL BE IN CCORDNCE WITH STNDRD STP INCH G. WITH 2 INCH 10 G. INNER POST TYPE B OR TYPE C FOUNDTION (SEE NOTE 4) (SEE NOTE 1) TEMPORRY SIGNS (FOR CONSTRUCTION, MINTENNCE, PERMIT ND UTILITY CTIVITIES) SQURE TUBE POST SIGN STRUCTURES REVISION DTE SHEET 6 OF 7 08/

86 WSP-1 12" " DIMETER 90 CORNER BOLTS (FOUR TOTL) SIGN T R F F I C F L O BCK SIDE OF SQURE TUBE POST Š" DI CORNER BOLT SECTION - W SPLICE DETIL CORNER BOLT DETIL SPLICE SIZE TBLE POST SIZE 2 INCH, 14 GUGE 2 INCH, 12 GUGE 2 INCH, 10 GUGE SPLICE POST SIZE 1ƒ INCH, 14 GUGE 2 INCH, 12 GUGE 2 INCH, 10 GUGE 1. ONLY ONE SPLICE PER POST WILL BE LLOWED. 2. SPLICES SHLL BE MINIMUM OF 2 BOVE GROUND LINE. 3. SPLICES SHLL ONLY BE PERMITTED FOR TEMPORRY INSTLLTIONS. 4. CORNER BOLTS SHLL BE INSTLLED SO THE BOLT HEDS RE ON ONE SIDE OF THE SIGN POST. THE NUT SHLL BE ON THE BCK OF THE POST. SEE SPLICE DETIL. SHEET 7 OF 7 REVISION DTE NEW 08/ TEMPORRY SIGNS (FOR CONSTRUCTION, MINTENNCE, PERMIT ND UTILITY CTIVITIES) SQURE TUBE POST SIGN STRUCTURES 512

87 SEE NOTES 7 & 8 SEE NOTES 7 & 8 SEE NOTES 7 & 8 STP-1 EDGE OF TRVELWY OR TOP OF CURB MOUNTING HEIGHT (h) (SEE NOTE 1) VERTICL CLERNCE (SEE NOTE 1) CUT SLOPE FILL SLOPE EDGE OF MOUNTING TRVELWY HEIGHT (h) OR TOP (SEE NOTE 1) OF CURB VERTICL CLERNCE (SEE NOTE 1) CUT SLOPE EDGE OF MOUNTING TRVELWY HEIGHT (h) OR TOP (SEE NOTE 1) OF CURB W VERTICL CLERNCE (SEE NOTE 1) CUT SLOPE SINGLE POST INSTLLTIONS SSEMBLY TO BE ERECTED 5' FROM THE NOSE OF MEDIN ND CENTERED IN MEDIN. SEE NOTE 10 CURB FCE FILL SLOPE FILL W SLOPE (SEE NOTE 4) W (SEE NOTE 4) TWO POST INSTLLTIONS 7' MIN. THREE POST INSTLLTIONS MINIMUM MOUNTING HEIGHT (h) (SEE NOTE 1) FREEWYS, OTHER HIGHWYS EXPRESSWYS, ND FULL CONTROL CCESS HIGHWYS RURL RES NON-RURL RES DIRECTIONL SIGNS 7' 5' 7' MEDIN ROUTE MRKERS, WRNING ND 7' 5' 7' REGULTORY SIGNS SECONDRY SIGNS (SEE NOTE 3) 5' 4' 7' 4. W = (0.60) X (SIGN PNEL WIDTH) 1. FOR LL SIGNS EXCEPT STREET NME SIGNS:. MINIMUM MOUNTING HEIGHT (h) SHLL BE IN CCORDNCE WITH THE "MINIMUM MOUNTING 5. SQURE TUBE SIGN POSTS REQUIRING BREKWY SUPPORT SYSTEM SHLL HEIGHT" TBLE ON THIS SHEET. MOUNTING HEIGHT IS MESURED FROM THE RODWY BE N FHW PPROVED BREKWY SUPPORT SYSTEM CONFORMING TO ELEVTION T THE EDGE OF THE TRVEL WY TO THE BOTTOM OF THE SIGN PNEL. SHTO'S STNDRD S FOR STRUCTURL SUPPORTS FOR HIGHWY B. MXIMUM MOUNTING HEIGHT (h) FOR THE BOTTOM-MOST SIGN PNEL(S) SHLL BE 8 SIGNS, LUMINIRIES ND TRFFIC SIGNLS. FEET, EXCEPT WHEN NECESSRY TO CHIEVE MINIMUM VERTICL CLERNCE BENETH SIGN PNEL S PER NOTE 1C. 6. FOR SIGNS LOCTED IN RES WHERE PEDESTRIN MOVEMENTS RE LIKELY TO C. MINIMUM VERTICL CLERNCE (DISTNCE BETWEEN BOTTOM OF SIGN PNEL ND OCCUR OR ON-STREET PRKING IS PERMITTED, THE HEIGHT FROM THE LOWEST FINISHED GRDE BENETH THE PNEL) SHLL BE 7 FEET FOR NY PORTION OF THE PORTION OF THE SIGN PNEL TO THE FINISHED SURFCE SHLL HVE SIGN WITHIN THE CLER ZONE. THIS MINIMUM VERTICL CLERNCE MY BE REDUCED TO MINIMUM CLERNCE OF 7 FEET. 5 FEET FOR EITHER OF THE FOLLOWING CONDITIONS: WHEN SIGNS OR PORTIONS OF SIGNS RE LOCTED MORE THN 10 FEET UP 7. THE LTERL CLERNCE TO THE SIGN PNEL SHLL BE MINIMUM OF 2 FEET CUT SLOPE GRETER THN 3:1, OR FROM THE FCE OF CURB OR 4 FEET FROM FCE OF BRRIER, IF PRESENT. WHEN THE SIGN IS LOCTED T LEST THE MINIMUM DISTNCE BEHIND CURB, BRRIER, OR GURDRIL S PER NOTES 7 ND UNLESS OTHERWISE PPROVED BY THE ENGINEER, SIGNS PLCED BEHIND GURDRIL SHLL BE LOCTED SUCH THT THE NER SIDE EDGE OF THE SIGN 2. MOUNTING HEIGHT (h) FOR STREET NME SIGNS SHLL BE BETWEEN 8'- ND 9'-0". PNEL IS OUTSIDE OF THE GURDRIL DEFLECTION DISTNCE. SINGLE POST MOUNTING HEIGHT (h) MEDIN INSTLLTIONS (SEE NOTE 1) SIGN TYPES 3. SECONDRY SIGN IS CONSIDERED TO BE SIGN MOUNTED BELOW NOTHER SIGN, EXCEPT ROUTE MRKER WITH N UXILIRY PLTE IS CONSIDERED TO BE SINGLE SIGN. SECONDRY SIGN SHLL NOT BE MOUNTED LOWER THN 7 FEET BOVE PEDESTRIN SIDEWLK OR PTHWY IF IT WILL PROJECT INTO THE PEDESTRIN FCILITY. 9. FOR SIGNS T INTERCHNGE EXIT RMPS, REFER TO STNDRD ISD ' MINIMUM FOR MEDINS OVER 10' IN WIDTH. 12" MINIMUM FOR MEDINS 10' OR LESS IN WIDTH UNLESS SHOWN OTHERWISE IN THE CONTRCT DOCUMENTS. SQURE TUBE SIGN POST REVISION DTE 08/17 SHEET 1 OF

88 STP-1 TBLE 1 FOR HMPTON RODS DISTRICT (SEE NOTE 5) SIZE OF POST CENTROID (FT) 2 MXIMUM RE (TOTL OF SIGN PNELS) (FT ) SINGLE-POST TW0-POST THREE-POST COMMENTS INCH 14 G TYPE, TYPE D, OR TYPE F FOUNDTION S SPECIFIED IN THE CONTRCT DOCUMENTS INCH 12 G SINGLE POST: TYPE OR TYPE E FOUNDTION. MULTI-POST: TYPE B OR TYPE C FOUNDTION. S SPECIFIED IN THE CONTRCT DOCUMENTS INCH 10 G TYPE B OR TYPE C FOUNDTION S SPECIFIED IN THE CONTRCT DOCUMENTS INCH 10 G. WITH 2 INCH 10 G. INNER POST (SEE NOTE 1) TYPE B OR TYPE C FOUNDTION S SPECIFIED IN THE CONTRCT DOCUMENTS. 1. THE INNER POST SHLL BE 6 FEET IN LENGTH. 2. CENTROID SHLL BE DETERMINED IN CCORDNCE WITH PCS MINIMUM COLD FORMED YIELD STRENGTH SHLL BE: 14 G. ND 12 G. = 60 KSI 10 G. = 55 KSI 5. TBLE 1 SHLL BE USED FOR THE HMPTON RODS DISTRICT, EXCEPT THE CITY OF EMPORI ND COUNTIES OF GREENSVILLE, SUSSEX, ND SOUTHMPTON SHLL USE TBLE FOLLOW SIGN BRCING DETILS (SEE SHEET 11 OF 12) FOR MXIMUM SIGN PNEL WIDTHS ND SIGN BRCING SPCING. SQURE TUBE SIGN POST SHEET 2 OF REVISION DTE 01/15

89 TBLE 2 FOR BRISTOL, SLEM, LYNCHBURG, RICHMOND, FREDERICKSBURG, CULPEPER, STUNTON, ND NORTHERN VIRGINI DISTRICTS (SEE NOTE 5) STP-1 SIZE OF POST CENTROID (FT) 2 MXIMUM RE (TOTL OF SIGN PNELS) (FT ) SINGLE-POST TW0-POST THREE-POST COMMENTS INCH 14 G TYPE, TYPE D, OR TYPE F FOUNDTION S SPECIFIED IN THE CONTRCT DOCUMENTS INCH 12 G TYPE OR TYPE E FOUNDTION INCH 10 G TYPE B OR TYPE C FOUNDTION S SPECIFIED IN THE CONTRCT DOCUMENTS INCH 10 G. WITH 2 INCH 10 G. INNER POST (SEE NOTE 1) TYPE B OR TYPE C FOUNDTION S SPECIFIED IN THE CONTRCT DOCUMENTS THE INNER POST SHLL BE 6 FEET IN LENGTH. 2. CENTROID SHLL BE DETERMINED IN CCORDNCE WITH PCS MINIMUM COLD FORMED YIELD STRENGTH SHLL BE: 14 G. ND 12 G. = 60 KSI 10 G. = 55 KSI 4. FOLLOW SIGN BRCING DETILS (SEE SHEET 11 OF 12) FOR MXIMUM SIGN PNEL WIDTHS ND SIGN BRCING SPCING. 5. TBLE 2 SHLL LSO BE USED FOR THE CITY OF EMPORI ND COUNTIES OF GREENSVILLE, SUSSEX, ND SOUTHMPTON IN HMPTON RODS DISTRICT. SQURE TUBE SIGN POST REVISION DTE 01/15 SHEET 3 OF

90 STP-1 NCHOR SLEEVE BSE (SEE DETIL) 2"-14 GUGE OR 2"-12 GUGE SQURE TUBE POST FLNGED SHOULDER BOLT WITH SERRTED FLNGE NUT MX. 2"-14 GUGE OR 2"-12 GUGE SQURE TUBE POST 3-0" NCHOR SLEEVE MIN. 12" 2-8" NCHOR SLEEVE 2 " x 7 GUGE FOR 2" SQURE TUBE POST x 7 GUGE FOR 2" SQURE TUBE POST CLSS 3 CONCRETE OR PREPPROVED BG MIX FROM THE DEPRTMENTS PPROVED LIST, NO. 31. NCHOR SLEEVE (2 " x 7 GUGE FOR 2" SQURE TUBE POST OR x 7 GUGE FOR 2" SQURE TUBE POST) 17/32" DIMETER HOLE, TYPICL "-16 x GRDE 8 FLNGED SHOULDER BOLT WITH SERRTED FLNGE NUT 1-0" FOUNDTION TYPE NCHOR SLEEVE BSE DETIL SHEET 4 OF 12 REVISION DTE NEW 01/ SQURE TUBE SIGN POST FOUNDTION TYPE DETILS

91 STP-1 SLIP BSE (SEE DETIL) 2" - 10 GUGE OR 2" - 12 GUGE SQURE TUBE SIGN POST FLNGED SHOULDER BOLT WITH SERRTED FLNGE NUT 3-0" TO TOP OF NCHOR SLEEVE 1-0" MX. MULTI-DIRECTIONL COMBINTION NCHOR/ SLIP BSE PLTE (SEE DETIL) CLSS 3 CONCRETE OR PREPPROVED BG MIX FROM THE DEPRTMENTS PPROVED LIST, NO " R MTERILS: 8" 60 X X 7 GUGE STM 500 GRDE B TUBE THICK STM 572 GRDE 50 PLTE STEEL GLVNIZE PER STM 153 LL WELDS TO BE " X " FILLET TYPE 5. T R F F I C F L O W 3-0" FOUNDTION TYPE B MULTI-DIRECTIONL COMBINTION NCHOR/SLIP BSE PLTE SQURE TUBE SIGN POST FOUNDTION TYPE B DETILS REVISION DTE SHEET 5 OF 12 NEW 01/

92 STP-1 12" 8" MX. (2" RECOMMENDED) THICK STM 572 GRDE 50 PLTE STEEL " R 5. T R F F I C THROUGH HOLE FOR DRINING 60 F L O W 7 GUGE STM 569 PLTE 42" 15" 2" LONG 3/1 STITCH WELDS EQULLY SPCED DIRECT DRIVEN SOIL INSTLLTION. INSTLL WITH THE WIDEST BERING SURFCE OF THE STBILIZING WING PRLLEL WITH THE FCE OF THE SIGN X X 7 GUGE STM 500 GRDE B TUBE MTERILS: GLVNIZED PER STM 123 LL WELDS TO BE " OR " FILLET TYPE FOUNDTION TYPE C 8" TRINGULR MULTI-DIRECTIONL COMBINTION NCHOR/SLIP BSE PLTE - SOIL SHEET 6 OF 12 REVISION DTE NEW 01/15 SQURE TUBE SIGN POST FOUNDTION TYPE C DETILS

93 " - 13 GRDE 8 TORQUE FREE BOLT (SEE NOTE 1) 2" - 10 GUGE OR 2" - 12 GUGE SQURE TUBE SIGN POST "-16 GRDE 8 SERRTED FLNGE NUT UPPER SLIP BSE OR CST IRON SLIP BSE WITH LOCKING WEDGE (SEE DETILS) " HEXHED " HEXHED " - 13 GRDE 8 TORQUE FREE BOLT (SEE NOTE 1) " X " FILLET WELD "-13 USS FLT WSHER " " " STP-1 "-16 x GRDE 8 FLNGED SHOULDER BOLT "-13 USS FLT WSHER HRDENED, TEFLON COTED WSHER SHIM HRDENED, TEFLON COTED WSHER SHIM " - 13 GRDE 8 LRGE FLNGE NUT MXIMUM STUB HEIGHT (2" RECOMMENDED HEIGHT) SLIP BSE BREKWY PROFILE DETIL " FLT WSHER " - 13 GRDE 8 LRGE FLNGE NUT 8" MULTI-DIRECTIONL COMBINTION 2.52" SLIP BSE BREKWY DETIL NCHOR/ SLIP BSE PLTE (FOUNDTION B) OR MULTI-DIRECTIONL COMBINTION NCHOR/ SLIP BSE PLTE - SOIL (FOUNDTION C) " R MINIMUM WLL THICKNESS IS " 1.35" 5.72" T R F F I C F L O W 3. " 5" MTERILS: TUBE RECEIVER - x x 7 GUGE STM 500 GRDE B TUBE PLTE - STM 572 GRDE 50 1 " 1 " " 1 " " " R (TYP.) 5 " T R F F I C F L O W 1.35" REDI-TORQUE MULTI-DIRECTIONL BOLT ON SE1035 STEEL FORGING SLIP BSE TOP FOR 2" SQURE POST WITH CST IRON LOCKING WEDGE TOP POST RECEIVER/ FOR 2" SQURE POST " HEX HED 1 " 2" 1 " " 1 " 1 " 1. TIGHTEN THE TORQUE FREE BOLT USING THE LRGER " HEX HED, THEN LOOSEN THE BOLTS BY THREE COMPLETE TURNS USING THE " HEX HED. RETIGHTEN ECH TORQUE BOLT USING THE SMLLER " HEX HED UNTIL THE " HEX HED TWISTS OFF. " " HEX " - 13 THREDS " HED TORQUE FREE MTCH PLTE HRDWRE SQURE TUBE SIGN POST FOUNDTION TYPE B ND C DETILS REVISION DTE SHEET 7 OF 12 NEW 01/

94 STP-1 2"-14 GUGE OR 2 "-12 GUGE SQURE TUBE POST 0.5 DI. 8 PLCES C "-16 UNC GRDE 8 SERRTED FLNGE NUT MX. 1'-0" SEE NOTES 1, 2, 3, ND 4 3'-0" 12" MIN. "-16 UNC x 3 " GRDE 8 FLNGED SHOULDER BOLT B D - SQURE TUBE E - STRUCTURL NGLE DRIVE TUBE FOUNDTION (SEE DETIL) MTERILS: GLVNIZED PER STM 153 3/1 THICK STM 572 GRDE 50 PLTE STEEL 1'-0" FOUNDTION TYPE D ND E DRIVE TUBE FOUNDTION DETIL DRIVE TUBE FOUNDTION TBLE FOUNDTION TYPE SIZE OF POST DRIVE TUBE FOUNDTION DIMENSION 2 1. EXCVTE TO DEPTH OF NO LESS THN 8" ND NO GRETER THN 12" PRIOR TO INSTLLTION OF DRIVE TUBE FOUNDTION. TYPE D 2 INCH 14 G. B C D 3 2 " 2 " X 2 " X " STM 500 GRDE B 2. THE EXCVTED RE SHLL BE BCKFILLED WITH CEMENTITIOUS MTERIL ND SHLL BE TPPED WITH ECH LIFT. E 2 " X 2 " X " STM THE SQURE TUBE POST SHLL BE INSERTED INTO THE SLEEVE OF THE DRIVE TUBE FOUNDTION MINIMUM OF 12". B DRIVE CP SHLL BE UTILIZED FOR INSTLLTION OF DRIVE TUBE FOUNDTION. WHEN USING POWER DRIVER, SHNK SHLL LSO BE REQUIRED. TYPE E 2 INCH 12 G. C D 2 " X X " STM 500 GRDE B E X X " STM 36 SHEET 8 OF 12 REVISION DTE 08/ SQURE TUBE SIGN POST FOUNDTION TYPE D ND E DETILS

95 STP-1 2" - 14 GUGE SQURE TUBE SIGN POST MX. " DI. 90 CORNER BOLT FINISHED GRDE 2"-12 GUGE SQURE TUBE POST SLEEVE POST SLEEVE KNOCKOUT HOLES SHLL 2" - 14 GUGE SQURE TUBE POST MX. 12" MIN. 3-0" 10" " BE BLOCKED S NECESSRY TO PREVENT ENTRY OF CEMENTITIOUS MTERIL INTO THE SQURE TUBE SIGN POST, USING PINTER S TPE OR OTHER PPROVED METHOD. SEE NOTES #2, 3, 4, ND 5 1-0" SEE CORNER BOLT DETIL ND NOTE " 2" - 12 GUGE SQURE TUBE POST SLEEVE 10 GUGE STM 569 SOIL STBILIZING PLTE 10 GUGE STM 569 SOIL STBILIZING PLTE (SEE DETIL) " SEE CORNER BOLT DETIL ND NOTE 1. 2" MX. 1-0" 2.9" " X" TYP. SLOT FOUNDTION TYPE F SOIL STBILIZING PLTE FOUNDTION DETIL 2" - 12 GUGE POST SLEEVE 1. CORNER BOLTS SHLL BE " DI. TRUSS HED BOLT WITH SERRTED FLNGE NUT. TWO CORNER BOLTS WILL BE REQUIRED TO CONNECT THE 2" POST SLEEVE TO THE SOIL STBILIZING PLTE. 2. EXCVTE TO DEPTH OF NO LESS THN 8" ND NO GRETER THN 12" PRIOR TO INSTLLTION OF SOIL STBILIZING PLTE FOUNDTION. " DI CORNER BOLT SOIL STBILIZING PLTE 3. THE EXCVTED RE SHLL BE BCKFILLED WITH CEMENTITIOUS MTERIL ND SHLL BE TPPED WITH ECH LIFT. CORNER BOLT DETIL 4. THE 2" SQURE TUBE POST SHLL BE INSERTED INTO THE 2" POST SLEEVE MINIMUM OF 12". 5. DRIVE CP SHLL BE UTILIZED FOR INSTLLTION OF DRIVE TUBE FOUNDTION. WHEN USING POWER DRIVER, SHNK SHLL LSO BE REQUIRED. SQURE TUBE SIGN POST FOUNDTION TYPE F DETILS REVISION DTE SHEET 9 OF 12 NEW 01/

96 STP-1 SHEETING SIGN BRCING SQURE TUBE SIGN POST SQURE POST CLMP SQURE POST CLMP & BRCE (CONNECTING JUNCTION) 2" LUMINUM SIGN BRCING 2" MOUNTING SURFCE x " DEPTH x " NOMINL WLL THICKNESS " " NOMINIL WLL THICKNESS SHEETING SIGN BRCING 6061-T6 LUMINUM LLOY, PUNCHED WITH " DIMETER HOLES ON CENTERS FOR TTCHMENT OF SIGN SUBSTRTE USING SIGN PNEL " DRIVE RIVETS, OR " DIMETER HOLES ON 12" CENTERS WHEN USING " DRIVE RIVETS. 11 GUGE, TYPE 304, #2B FINISHED STINLESS STEEL WITH STINLESS STEEL CRRIGE BOLT 1. SEE SHEET 12 OF 12 FOR SIGN PNEL TTCHMENT DETILS. CLMPS CN BE TWIST LOCKED INTO PLCE WITHOUT SLIDING THE CLMPS FROM N OPEN END OF THE CHNNEL BRCE CLMP IS TO BE SIZED TO FIT THE SQURE TUBE POST, 2" OR 2 " SQURE POST CLMP DETIL SHEET 10 OF 12 REVISION DTE 08/ SQURE TUBE SIGN POST SIGN BRCING DETILS

97 SIGN PNEL WIDTH (6' MXIMUM) 50% 50% SIGN PNEL WIDTH (10' MXIMUM) 20% 60% 20% STP-1 20% (12" MXIMUM) 20% (12" MXIMUM) SIGN PNEL HEIGHT SIGN BRCING (SEE SHEET 10 OF 12 FOR DETIL) SQURE TUBE SIGN POST 60% (3 MXIMUM SEE NOTES 2 ND 3) 20% (12" MXIMUM) CONNECTING JUNCTION SIGN PNEL HEIGHT SQURE TUBE SIGN POST SIGN BRCING (SEE SHEET 10 OF 12 FOR DETIL) CONNECTING JUNCTION 60% (3 MXIMUM SEE NOTES 2 ND 3) 20% (12" MXIMUM) SINGLE POST - BRCING DIGRM TYPICL - TWO BRCE SIGN PNEL WIDTH (18' MXIMUM) W TWO POST - BRCING DIGRM TYPICL - TWO BRCE 20% 30% 30% 20% 20% (12" MXIMUM) SIGN PNEL HEIGHT CONNECTING JUNCTION 30% (3 MXIMUM SEE NOTES 2 ND 3) 30% (3 MXIMUM SEE NOTES 2 ND 3) d d/2 d/2 d/3 d/3 d/3 d/4 d/4 d/4 d/4 20% (12" MXIMUM) SQURE TUBE SIGN POST W 7' MIN. W SIGN BRCING (SEE SHEET 10 OF 12 FOR DETIL) DETIL - SPCING OF MULTIPLE BRCING THREE POST - BRCING DIGRM TYPICL - THREE BRCE " TO 2" 1. SIGN PNEL WIDTHS 3 OR GRETER SHLL REQUIRE SIGN BRCING. 2. VERTICL SPCING OF SIGN BRCING SHLL NOT EXCEED 12" FROM THE TOP OR BOTTOM EDGE OF SIGN PNEL TO FIRST BRCE ND 3 BETWEEN BRCES. IF THE SPCING BETWEEN BRCES EXCEEDS 3 THEN DDITIONL SIGN BRCING SHLL BE DDED. LL SIGN BRCING SHLL BE EQULLY SPCED BETWEEN THE TOP ND BOTTOM BRCE. SEE DETIL. 3. MXIMUM SIGN PNEL RE PER POST TO BRCE JUNCTION SHLL BE 10 SQ. FT. DDITIONL SIGN BRCING SHLL BE INSTLLED IF 10 SQ. FT PER POST TO BRCE JUNCTION IS EXCEEDED. 4. ONE SPLICE PER BRCE WILL BE PERMITTED. BRCE SPLICE SHLL BE IN CCORDNCE WITH THE MNUFCTURER'S RECOMMENDTIONS. BRCING SHLL NOT BE SPLICED WITHIN OF BRCE TO POST JUNCTION. SPLICES SHLL NOT BE IN VERTICL LIGNMENT BUT SHLL BE OFFSET NO LESS THN 12" FROM ECH OTHER. " TO 2" 5. TOP OF SIGN PNEL SHLL BE MOUNTED " TO 2" WITH THE TOP OF THE POST ND " TO 2" WITH THE SIDE OF THE SIGN BRCING. SEE DETIL B. DETIL B - INSTLLTION TOLERNCES 6. SIGN PNEL WIDTHS SHLL NOT EXCEED MXIMUM SPECIFIED. SQURE TUBE SIGN POST SIGN BRCING DETILS REVISION DTE SHEET 11 OF 12 08/

98 STP-1 SIGN POSTS REQUIRING BRCING SIGN POSTS NOT REQUIRING BRCING SHEETING SIGN BRCE SQURE TUBE SIGN POST NYLON WSHER (SEE NOTE 1) SQURE TUBE SIGN POST SIGN PNEL DRIVE RIVET OR SCREW (SEE NOTE 2) SQURE POST CLMP " X 3 " HEX HED BOLT W/FLT WSHER ND LOCK WSHER UNDER NUT ND NYLON WSHER UNDER HED NUT LOCK WSHER SIGN PNEL SIGN PNEL FLT WSHER SINGLE SIGN PNEL DETIL SINGLE SIGN PNEL DETIL SHEETING SIGN BRCE "X 3 1/2" TWIST LOCK T-HED SS BOLT (STM 276, TYPE 304) WITH N LUMINUM QUICK LOCK DPTER ND " CSE HRDENED FLNGE NUT NYLON WSHER (SEE NOTE 1) " X 3 HEX HED BOLT W/FLT WSHER, LOCK WSHER, ND NYLON WSHER UNDER NUT ND NYLON WSHER UNDER HED SIGN PNEL SQURE TUBE SIGN POST SIGN PNEL NUT LOCK WSHER ND FLT WSHER NYLON WSHER (SEE NOTE 1) SQURE TUBE SIGN PNEL SHLL SIGN POST BE TTCHED TO BRCING WITH SCREW (SEE NOTE 2). SIGN BRCING HOLE (FOR DRIVE RIVET OR SCREW, SEE SHEET 10 LOCK WSHER OF 12) TO BE OFFSET FROM FLT WSHER T-BOLT. SIGN PNEL SINGLE SIGN PNEL LTERNTE METHOD DETIL BCK-TO-BCK SIGN PNEL DETIL 1. NYLON WSHER SHLL BE ˆ" THICK MINIMUM WITH N OUTSIDE DIMETER OF ND N INSIDE DIMETER OF ". 2. DRIVE RIVET SHLL BE " OR " LUMINUM FLT HED RIVET WITH STEEL PINS ND NYLON OR RUBBER WSHER. 3. THE HEDS OF LL DRIVE RIVETS ND HEX HED BOLTS SHLL BE POWDER COTED TO MTCH THE COLOR OF THE SIGN SHEETING. SHEETING SIGN BRCE NYLON WSHER (SEE NOTE 1) " X 5 " HEX HED BOLT W/FLT WSHER, LOCK WSHER, ND NYLON WSHER UNDER NUT ND NYLON WSHER UNDER HED SIGN PNEL SIGN PNEL NUT LOCK WSHER ND FLT WSHER NYLON WSHER (SEE NOTE 1) SQURE TUBE SIGN POST 4. DRIVE RIVET SHLL NOT BE USED FOR SIGNS WITHOUT BRCING. BCK-TO-BCK SIGN PNEL DETIL SHEET 12 OF 12 REVISION DTE 08/ SQURE TUBE SIGN POST SIGN PNEL TTCHMENT DETILS

99 STNDRD THIS PGE INTENTIONLLY LEFT BLNK TITLE REVISION DTE SHEET 1 OF 1.

100 SSP-V SIGN PNEL DESIGN SHLL BE IN CCORDNCE WITH SPD-4 OR SPD-6 EDGE OF TRVELWY POST LENGTH SIGN POST (GLV.) VERTICL CLERNCE (SEE NOTE 3) CUT SLOPE 10 MIN. 30 MX. (SEE NOTE 4) 7 MIN. (SEE NOTES 2 ND 3) T 2-0" FILL SLOPE 1. FOUNDTION LOCTIONS SHLL BE PPROVED BY ENGINEER PRIOR TO INSTLLTION IN CCORDNCE WITH SECTION. 2. MXIMUM MOUNTING HEIGHT (h) FOR THE BOTTOM-MOST SIGN PNEL(S) SHLL BE 8 FEET, EXCEPT WHEN NECESSRY TO CHIEVE MINIMUM VERTICL CLERNCE BENETH SIGN PNEL S PER NOTE MINIMUM VERTICL CLERNCE (DISTNCE BETWEEN BOTTOM OF SIGN PNEL ND FINISHED GRDE BENETH THE PNEL) SHLL BE 7 FEET FOR NY PORTION OF THE SIGN WITHIN THE CLER ZONE. THIS MINIMUM VERTICL CLERNCE MY BE REDUCED TO 5 FEET FOR EITHER OF THE FOLLOWING CONDITIONS: WHEN SIGNS OR PORTIONS OF SIGNS RE LOCTED MORE THN 10 FEET UP CUT SLOPE GRETER THN 3:1, OR» WHEN THE SIGN IS LOCTED T LEST THE MINIMUM DISTNCE BEHIND CURB, BRRIER, OR GURDRIL S PER NOTE THE LTERL CLERNCE TO THE SIGN PNEL SHLL BE MINIMUM OF 2 FEET FROM THE FCE OF CURB OR 4 FEET FROM FCE OF BRRIER, IF PRESENT. UNLESS OTHERWISE PPROVED BY THE ENGINEER, SIGNS PLCED BEHIND GURDRIL SHLL BE LOCTED SUCH THT THE NER SIDE EDGE OF THE SIGN PNEL IS OUTSIDE OF THE GURDRIL DEFLECTION DISTNCE. SHEET 1 OF 4 REVISION DTE 01/ V SIGN STRUCTURE INSTLLTION DETILS

101 ELEVTION SSP-V FOUNDTION STUB POST WELDED WIRE MESH LPPED 9" MINIMUM. f DIMETER CLER 2-0" D D 6 x 6 - W5.5 x W5.5 OR 6 X 6-2/2 WELDED WIRE MESH [TWO OFFSET LYERS REQUIRED] SECTION D-D DI./2 DIMETER FORMS NOT REQUIRED BELOW GROUND FOUNDTION 1. POST LENGTH IS FOR ESTIMTING PURPOSES ONLY. THE CONTRCTOR SHLL DETERMINE THE CTUL POST LENGTH T THE FIELD LOCTION OF THE SIGN STRUCTURE BSED ON FINISHED GRDE ELEVTION. 2. TOTL POST LENGTH QUNTITY = LENGTH OF POST BOVE THE BOLT KEEPER PLTE + THE FOUNDTION STUB POST LENGTH (2-0"). SIGN POST ND FOUNDTION DETILS POST LENGTH STRUCTURE TYPE SIGN PNEL DIMENSIONS SIGN POST DIMENSIONS (SEE NOTES 1 & 2) FOUNDTION DIMENSIONS WELDED WIRE MESH STEEL BSE PLTE W H SLOPE 3:1 TO 2:1 f DIMETER LENGTH SQ. FT. T (THICKNESS) V- 3 3 S3 x " 1-0" 2-5 " V-B V-C V-D " V-E " V-F 4 - W4 x " " 4-20 V-G " V-K V-K V-L V-M " V W6 x " V-N 7 7 W6 x " 6-0" V-O 13 5 W6 x " 7-0" V SIGN STRUCTURE INSTLLTION DETILS REVISION DTE SHEET 2 OF 4 01/

102 SSP-V " 5 " " BSE PLTE " R (TYP.) " " " " " " R (TYP.) " BSE PLTE " 7 " 15 3 " 3 " 7 " 15 2 " 2 " 5 " " " " " R (TYP.) " 2" 2" " 1 " 1 " " 5 " 4 " 1/2 TOP PLTE 1/2 BOTTOM PLTE 1/2 TOP PLTE 1/2 TOP PLTE 1/2 BOTTOM PLTE 1/2 BOTTOM PLTE SECTION - FOR W6 x 12 POST SECTION - FOR W4 x 13 POST SECTION - FOR S3 x 5.7 POST STNDRD I NSTLLTION MEDIN ONLY INSTLLTION DIRECTION OF TRFFIC SIGN POST DIRECTION OF TRFFIC SIGN POST PYMENT LIMIT FOR SIGN POST T PLTES TO BE SME MTERIL S POST REMOVE LL GLVNIZING RUNS OR BEDS IN WSHER RE T PYMENT LIMIT FOR SIGN POST 20 BOLT KEEPER PLTE T PLTES TO BE SME MTERIL S POST 2-0" " DIMETER HIGH STRENGTH BOLTS WITH HEX T HED ND HEX NUT ND 3 WSHERS ECH. STINLESS STEEL OR STM 325. BOLTS TO BE INSTLLED WITH TORQUE OF 450 INCH LBS. FOR TYPE V-, USE " DIMETER HIGH STRENGTH BOLTS WITH TORQUE OF 155 INCH POUNDS. TOP OF FOUNDTION T CENTERLINE OF POST 2-0" BOLT KEEPER PLTE FOUNDTION STUB POST (SME SIZE S SIGN POST) SHEET 3 OF 4 REVISION DTE 01/ V SIGN STRUCTURE INSTLLTION DETILS

103 SSP-V 1. MXIMUM PROJECTION WHEN MESURED BOVE 60" CHORD LIGNED RDILLY TO THE CENTERLINE OF THE HIGHWY ND CONNECTING NY POINT, WITHIN THE LENGTH OF THE CHORD, ON THE GROUND SURFCE ON THE OTHER SIDE. MX (SEE NOTE 1) 2. SEE STNDRD SSP-VI FOR SHIM DETIL. GROUND LINE 60" METHOD TO DETERMINE MXIMUM PROJECTION OF FOUNDTION STUB POST B B C BOLT KEEPER PLTE DT.040" THICKNESS HOLE DI. = BOLT DI. " + POST SHPE S3 x " B 4 " C " D C D W4 x 13 7 " 5 " " 1 " C W6 x 12 7 " " 1 " 6061-T6 LUMINUM LLOY HOLE DI. = + BOLT DI. ".040" THICKNESS 6061-T6 LUMINUM LLOY C BOLT KEEPER PLTE LTERNTE BOLT KEEPER PLTE V SIGN STRUCTURE INSTLLTION DETILS REVISION DTE SHEET 4 OF 4 01/

104 SSP-VI 1. FOUNDTION LOCTIONS SHLL BE PPROVED BY ENGINEER PRIOR TO INSTLLTION IN CCORDNCE WITH SECTION. 2. MINIMUM VERTICL CLERNCE (DISTNCE BETWEEN BOTTOM OF SIGN PNEL ND FINISHED GRDE BENETH THE PNEL) SHLL BE 7 FEET FOR NY PORTION OF THE SIGN WITHIN THE CLER ZONE. THIS MINIMUM VERTICL CLERNCE MY BE REDUCED TO 5 FEET FOR EITHER OF THE FOLLOWING CONDITIONS: WHEN SIGNS OR PORTIONS OF SIGNS RE LOCTED MORE THN 10 FEET UP CUT SLOPE GRETER THN 3:1, OR» WHEN THE SIGN IS LOCTED T LEST THE MINIMUM DISTNCE BEHIND CURB, BRRIER, OR GURDRIL S PER NOTE SIGN PNEL SHLL BE DESIGNED IN CCORDNCE WITH SPD-2, SPD-3 OR SPD THE VERTICL T-BEM SHLL BE 2"W X 2"D X " THICK STRUCTURL LUMINUM LLOY 6061-T6T MINIMUM LENGTH OF 6-0" ND EXTENDED TO THE NEXT HORIZONTL SUPPORT BR ON THE SSP-VI STRUCTURE. 5. THE T-BEM SHLL BE TTCHED TO THE SSP-VI STRUCTURE BY THE FOLLOWING METHODS: T-BEM FOR THE SPD-2 SIGN PNEL SHLL BE TTCHED BY USING MINIMUM OF TWO POST CLIP BOLTS T ECH CROSS MEMBER. T-BEM FOR THE SPD-3 SIGN PNEL SHLL BE TTCHED BY USING TWO STM F593, LLOY 304 STINLESS STEEL " DIMETER-16 UNC BOLT WITH STINLESS STEEL NUT ND FLT WSHER T ZEE BR CONNECTIONS ND TWO POST CLMP ND BOLT T ECH TEE-BR CONNECTION. T-BEM FOR THE SPD-7 SIGN PNEL SHLL BE TTCHED BY USING MINIMUM OF TWO POST CLMP ND POST CLMP BOLTS T ECH STIFFENER. 6. THE LTERL CLERNCE TO THE SIGN PNEL SHLL BE MINIMUM OF 2 FEET FROM THE FCE OF CURB OR 4 FEET FROM FCE OF BRRIER, IF PRESENT. UNLESS OTHERWISE PPROVED BY THE ENGINEER, SIGNS PLCED BEHIND GURDRIL SHLL BE LOCTED SUCH THT THE NER SIDE EDGE OF THE SIGN PNEL IS OUTSIDE OF THE GURDRIL DEFLECTION DISTNCE. W W 16 0" MX. 1-0" 1-0" EXIT SIGN PNEL (WHEN REQUIRED) SEE NOTES 4 ND " MX. 1-0" 1-0" 2 - MX. 2 - T-BEM H MX. EXIT SIGN PNEL (WHEN REQUIRED) SEE NOTES 4 ND 5 VERTICL CLERNCE (SEE NOTE 2) CUT SLOPE 6 MIN. (SEE NOTE 6) 10 MIN. EDGE OF TRVELWY 30 MX. (SEE NOTE 6) 7 MIN. (SEE NOTE 2) H 0.60W (8-0" MIN.) 0.30W (8-0" MIN.) 0.30W (8-0" MIN.) FILL SLOPE MX. SLOPE 2:1 FILL SLOPE MX SLOPE 6:1 TYPE VI SIGN FOUNDTION TYPE VI SIGN FOUNDTION REFER TO TWO-POST SIGN DETIL FOR LTERL PLCEMENT, MOUNTING ELEVTION, ND VERTICL CLERNCE REQUIREMENTS. SHEET 1 OF 10 REVISION DTE 01/ INTERSTTE SIGN STRUCTURE INSTLLTION DETILS

105 TYPE B ZEE BR SSP-VI TOP OF POST " TOP OF SIGN C B FURNISH 2 ECH " GLVNIZED BOLT WITH HEX HED, HEX NUT ND 2 WSHERS FOR ECH BOLT. 5 COPE FOR SHPES WEIGHING MORE THN 12 LB/FT. NO COPE FOR OTHERS. FIELD DRILL ZEE ND POST FOR " BOLTS. POST CLMP (TYPICL) SIGN PNEL (SPD-2, SPD-3, OR SPD-7) E D E C BSE CONNECTION PLTE THICKNESS T 1 STIFFENER PLTE T R EXTRUDED LUMINUM TEE STIFFENER PLTE T2 W SIGN POST FOUNDTION STUB POST BSE CONNECTION PLTE THICKNESS T1 " BOTTOM OF SIGN PNEL SHLL BE " BOVE TOP OF FRICTION FUSE PLTE. SECTION - SECTION B-B PYMENT LIMIT FOR SIGN POST SEE DETIL POST FRICTION FUSE PLTE INSTLL WITH NOTCHES TOWRD BSE. CUT FLNGE ND WEB REMOVE LL GLVNIZED RUNS OR BEDS IN WSHER RE. SIGN POST USE SHIMS S REQUIRED TO PLUMB. HINGE PLTE TYPICL T TYPICL 1 G NCHOR BOLTS H. S. BOLT WITH HEX. HED, HEX. NUT ND 3 WSHERS WITH ECH BOLT. SEE TBLES FOR BOLT DIMETER ND TORQUE. TYPICL W 2-9" B B STIFFENER PLTE BOLT KEEPER PLTE FOUNDTION STUB POST SHLL BE THE SME POST SHPE S THE SIGN POST. H.S. BOLTS DETIL SIGN POST ND FOUNDTION STUB POST ELEVTION DIRECTION OF TRFFIC 1. LL POST LENGTHS SHLL BE FIELD CHECKED BY CONTRCTOR PRIOR TO FBRICTION. INTERSTTE SIGN STRUCTURE INSTLLTION DETILS REVISION DTE SHEET 2 OF 10 01/

106 SSP-VI g g 1 " 2" " HOLE DI. = BOLT DI. + " CENTERLINE OF SW CUT g/2 c " " BOLT DI. + " FURNISH 2 ECH.06 ND 2 ECH.032" THICK SHIMS PER POLE. SHIMS SHLL BE FBRICTED FROM BRSS CONFORMING TO STM B36 OR FROM STINLESS STEEL WITH MINIMUM CHROMIUM CONTENT OF 11.50%. NO MORE THN 2 SHIMS SHLL BE USED PER BOLT WITH MXIMUM OF 4 SHIMS PER POST. 8" 2" a g CENTERLINE OF POST PLTE THICKNESS = b a d g/2 SHIM DETIL HINGE PLTE DETIL FUSE PLTE DETIL B B PLTE THICKNESS T 2 C C C " " D E " D D D C C B.040 THICKNESS 6061-T6 LUMINUM LLOY HOLE DI. = BOLT DI. + ".040 THICKNESS 6061-T6 LUMINUM LLOY HOLE DI. = BOLT DI. + " C STIFFENER PLTE BOLT KEEPER PLTE LTERNTE BOLT KEEPER PLTE SHEET 3 OF 10 REVISION DTE 01/ INTERSTTE SIGN STRUCTURE INSTLLTION DETILS

107 SSP-VI TYPE VI B 3-0" LENGTH BR SIZE C D E F G H J K L M N O P Q R S T U V W 6 - X 3-0" 8-0" 7-6 Y Z BB CC DD EE FF GG HH JJ KK LL " 9-0" 3-0" 7-0" " BR NO. SIZE 7-0" BR H NO " MM " NN FOOTING DIMENSIONS D 3-0" d BR P LENGTH " " 9-0" " FOOTING BR P BR H TYPE DIMENSIONS BR BR VI D d LENGTH SIZE NO. SIZE NO. LENGTH OO PP QQ 3-0" 7-0" " RR SS TT 3-0" 8-0" " UU VV " WW XX YY " ZZ 3-0" 7-0" " PRLLEL TO FCE T FOOTING DIMETER - BR H EQUL SPCING BSE CONNECTION BR P EQUL SPCING FOUNDTION B 3-0" 8-0" " STUB POST C D " E F G " H J 4-0" 12-0" FOUNDTION K STUB POST L M 4-0" N O P Q R 4-0" 12-0" S T U 4-0" V W X 4-0" 12-0" Y Z BC 4-0" BD PLN 2-9" d ELEVTION CLER CLER BR EQULSPCING BR P 1. MXIMUM PROJECTION WHEN MESURED BOVE 60" CHORD LIGNED RDILLY TO THE CENTERLINE OF THE HIGHWY ND CONNECTING NY POINT, WITHIN THE LENGTH OF THE CHORD, ON THE GROUND SURFCE ON THE OTHER SIDE. MX (SEE NOTE 1) GROUND LINE BR H CLER EQUL SPCING DIMETER = D 15" 60" D- METHOD TO DETERMINE MXIMUM PROJECTION OF FOUNDTION STUB POST INTERSTTE SIGN STRUCTURE INSTLLTION DETILS REVISION DTE SHEET 4 OF 10 01/

108 SSP-VI SIGN STRUCTURE TYPE VI B C D E F G H J K L M N O P Q R S T U V W X SIGN PNEL DIMENSIONS W H POST SHPE NO. 1 (SEE NOTE 1) W10X " W10X W10X " 17-9" W12X " 18-5" W12X " 19 - W12X " 20-2" W12X W12X " 21-8" W14X W14X W14X " 24-0" W16X W16X W12X " 19 - W12X " 20 - W12X " W12X " 21-8" W14X " 22-5" W14X " 23-2" W16X " POST LENGTH NO. 2 NO. 3 DI " 20-10" 24-0" Y 24 8 W16X " --- Z 26 8 W14X NCHOR BOLTS " " " " " " " " " " " " " " " " " " " " TORQUE IN.-LBS " POST LENGTH IS FOR ESTIMTING PURPOSES ONLY. THE CONTRCTOR SHLL DETERMINE THE CTUL POST LENGTH T THE FIELD LOCTION OF THE SIGN STRUCTURE BSED ON FINISHED GRDE ELEVTION. 2. TOTL POST LENGTH QUNTITY = LENGTH OF POST BOVE THE BOLT KEEPER PLTE + THE FOUNDTION STUB POST LENGTH (2-9"). SHEET 5 OF 10 REVISION DTE 01/ INTERSTTE SIGN STRUCTURE INSTLLTION DETILS

109 SSP-VI 1. POST LENGTH IS FOR ESTIMTING PURPOSES ONLY. THE CONTRCTOR SHLL DETERMINE THE CTUL POST LENGTH T THE FIELD LOCTION OF THE SIGN STRUCTURE BSED ON FINISHED GRDE ELEVTION. 2. TOTL POST LENGTH QUNTITY = LENGTH OF POST BOVE THE BOLT KEEPER PLTE + THE FOUNDTION STUB POST LENGTH (2-9"). SIGN STRUCTURE TYPE VI BB CC DD EE FF GG HH JJ KK LL MM NN OO PP QQ RR SS TT UU VV WW XX YY ZZ SIGN PNEL POST LENGTH DIMENSIONS POST (SEE NOTE 1) NCHOR BOLTS W H SHPE NO. 1 NO. 2 NO. 3 DI. TORQUE W12X W18X W18X " 27 - W12X W14X " W14X " 22-10" --- W14X " 23-8" --- W16X " 24-5" --- W16X " 25-2" --- W18X " 26-0" --- W18X " --- W21X W21X W21X " 28-9" --- W12X " W12X " 21-10" --- W14X " 22-8" --- W14X " 23-5" --- W16X " 24-2" --- W16X " 25-0" W14X " " " " " " " " " " " " " W18X " --- W18X W18X " 27-0" --- W21X " IN.-LBS INTERSTTE SIGN STRUCTURE INSTLLTION DETILS REVISION DTE SHEET 6 OF 10 01/

110 SSP-VI SIGN STRUCTURE TYPE VI SIGN PNEL DIMENSIONS W H POST LENGTH (SEE NOTE 1) NCHOR BOLTS POST TORQUE SHPE NO. 1 NO. 2 NO. 3 DI. IN.-LBS. B C W16X26 W16X " 24-10" 21-2" 25-8" " " D E F G H J K L W14X " 26-5" W16X " 26-1 W18X " W21X " 28 - W18X35 W18X " " W18X W16X " 26-10" " 22-9" 23-0" POST LENGTH IS FOR ESTIMTING PURPOSES ONLY. THE CONTRCTOR SHLL DETERMINE THE CTUL POST LENGTH T THE FIELD LOCTION OF THE SIGN STRUCTURE BSED ON FINISHED GRDE ELEVTION. 2. TOTL POST LENGTH QUNTITY = LENGTH OF POST BOVE THE BOLT KEEPER PLTE + THE FOUNDTION STUB POST LENGTH (2-9"). M W18X " 27-8" N O W18X40 W21X " 28-5" 23-8" 29-2" P W16X " Q W18X " 24-2" 1500 R W18X " " 1500 S W21X " 24-9" 1500 T W21X " 1500 U V W18X40 W21X " " 30-5" W W18X X W18X " Y W21X " 26-2" 1500 Z BC BD W21X " W21X " W21X " 27-0" SHEET 7 OF 10 REVISION DTE 01/ INTERSTTE SIGN STRUCTURE INSTLLTION DETILS

111 SSP-VI SIGN STRUCTURE TYPE VI B C D E T T 1 2 W R BSE CONNECTION DT TBLE --- SUPPORT FUSE ND HINGE PLTE DT TBLE BOLT DI. BOLT a b c d g g/2 DI BOLT KEEPER PLTE DT TBLE B C D E --- B 5" 2" 1 " 2 1 " " " " " " " " " 2 " 1 " " 5" 13 " 1 " 2 " C 5" 2" 1 " 2 1 " " " " " " " " " 2 " 1 " " 5" 13 " 1 " 2 " D E 5" 2" 1 " 2 1 " " " " " " " " " 2 " 1 " " 5" 13 " 1 " 2 " F 5" 2" 1 " 2 1 " " " " " " " " 2 " 1 " " 5" 15 " 1 " 2 " G 5" 2" 1 " 2 1 " " " " " " " " 2 " 1 " " 5" 1 1 " 2 " H 2 " 1 " 3 " 1 " " " " " " " " " 2 " 1 " " 16 " " 1 " 2 " J 2 " 1 " 3 " 1 " " " " " " " " " 2 " 1 " 16 " " 1 " 2 " K 2 " 1 " 3 " 1 " " " " " " " " 2 " 1 " 16 " 1 " 2 " L 2 2" 1 " Š" " " 5" " " 2 1 " 19 " 1 " M 2 2" 1 " Š" " " 5" " " 2 1 " " 19 " 1 " N 2 2" 1 " Š" " " 5" " " 2 1 " " 19 " 1 " O 2 2" 1 " 1 " Š" " " 5 " " " 2 1 " " 21 " 1 " P 2 2" 1 " 1 " Š" " " 5 " " " 2 1 " " 21 " 1 " Q R 5" 2" 1 " 2 1 " " " " " " " " 2 " 1 " " 5" 15 " 1 " 2 " S 5" 2" 1 " 2 1 " " " " " " " " 2 " 1 " " 5" 1 " 1 " 2 " T 2 " 1 " 3 " 1 " " " " " " " " 2 " 1 " 16 " " 1 " 2 " U 2 " 1 " 3 " 1 " " " " " " 1ˆ" " 2 " 1 " 16 " 1 " 2 " V 2 " 1 " 3 " 1 " " " " " 5" Š" 1ˆ" " 2 1 " 18 " 1 " 2 " W 2 2" 1 " Š" " 5" " 1ˆ" " 2 1 " " 19 " 1 " X 2 2" 1 " Š" " 5 " " 1ˆ" " 2 1 " " 21 " 1 " Y 2 2" 1 " 1 " Š" " 5 " " 1ˆ" " 2 1 " " 21 " 1 " Z 2 2" 1 " 1 " Š" " 6 " 1ˆ" " 3 " 1 19 " 1 " INTERSTTE SIGN STRUCTURE INSTLLTION DETILS REVISION DTE SHEET 8 OF

112 SSP-VI SIGN STRUCTURE TYPE VI BB CC DD BSE CONNECTION DT TBLE B C D E T1 T2 W R " 2 " 2" 2" 1 " 3 " 1 " 3 " 1 " 1 " 1 " 1 " 1 " 1 " " " " " Š" Š" " " SUPPORT " " " " BOLT DI. FUSE ND HINGE PLTE DT TBLE " BOLT KEEPER PLTE DT TBLE BOLT a b c d g g/2 DI. B C D E 5" " " " Š" 1ˆ" 1ˆ" " 1ˆ" " " " 3 " 3 " 2 " " 1 " " 23 " 1 " 23 " " 1 " 16 " " 1 " 2 " 18 " " 1 " 2 " EE 2 " 1 " 3 " 1 " " " " " 5" Š" 1ˆ" " 2 1 " 18 " 1 " 2 " FF 2 2" 1 " Š" " 5" " 1ˆ" " 2 1 " " 19 " 1 " GG 2 2" 1 " 1 " Š" " 5 " " 1ˆ" " 2 1 " " 21 " 1 " HH 2 2" 1 " 1 " Š" " " 5 " " 1 " 2 1 " 21 " 1 " JJ 2 2" 1 " 1 " Š" " " " 1 " 3 " 1 23 " 1 " KK 2 2" 1 " 1 " Š" " " " 1 " 3 " 1 23 " 1 " LL 8" 2 " 4 " 1 1 " " " " 6 " " 1 " 3 " 1 8" 26 " 1 3 " MM 8" 2 " 4 " 1 1 " " " " 6 " " 1 " 3 " 1 8" 26 " 1 3 " NN 8" 2 " 4 " 1 1 " " " " 6 " " 1 " 3 " 1 1 " 8" 26 " 1 3 " OO 5" 2" 1 " 2 1 " " " " " " " 2 " 1 " " 5" 1 1 " 2 " PP 2 " 1 " 3 " 1 " " " " " " 1ˆ" " 2 " 1 " 16 " " 1 " 2 " QQ 2 " 1 " 3 " 1 " " " " " " 1ˆ" " 2 " 1 " 16 " 1 " 2 " RR 2 2" 1 " Š" " 5" " 1ˆ" " 2 1 " 19 " 1 " SS 2 2" 1 " Š" " 5" " 1ˆ" " 2 1 " " 19 " 1 " TT 2 2" 1 " 1 " Š" " 5 " " 1ˆ" " 2 1 " " 21 " 1 " UU 2 2" 1 " 1 " Š" " 5 " " 1ˆ" " 2 1 " " 21 " 1 " VV 2 2" 1 " 1 " Š" " " 1ˆ" " 3 " 1 23 " 1 " WW 2 2" 1 " 1 " Š" " " 1ˆ" " 3 " 1 23 " 1 " XX 2 2" 1 " 1 " Š" " " 1ˆ" " 3 " 1 23 " 1 " YY 8" 2 " 4 " 1 1 " " " 6 " " 1ˆ" " 3 " 1 8" 26 " 1 3 " ZZ 2 2" 1 " Š" " " 6 " " 1 " 2 1 " " 19 " 1 " SHEET 9 OF 10 REVISION DTE INTERSTTE SIGN STRUCTURE INSTLLTION DETILS

113 SSP-VI SIGN STRUCTURE TYPE VI B C D E F G H J BSE CONNECTION DT TBLE B C D E T T W R 1 2 8" " 2" 2" 2" 2" 2 " 2" 2" 4 " 1 " 1 " 1 " 1 " 1 " 1 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " Š" Š" Š" Š" Š" " Š" Š" SUPPORT " " " " " " " " FUSE ND HINGE PLTE DT TBLE BOLT DI. " " " " BOLT a b c d g g/2 DI. 5 " 5 " " " " " " " " " " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " " 3 " 3 " 3 " 3 " 3 " 1 " 1 " BOLT KEEPER PLTE DT TBLE " " 1 " 1 " B C D E 8" 21 " 1 " 21 " 1 " 19 " 1 " 21 " 1 " 23 " 1 " 26 " 1 23 " 1 " 23 " 1 " 3 " K L 2 2 2" 2" 1 " 1 " 1 " 1 " Š" Š" " " " " 5 " " " 1 " 1 " 3 " " 23 " 1 " 21 " 1 " M 2 2" 1 " 1 " Š" " " " 1 " 3 " 1 23 " 1 " N 2 2" 1 " 1 " Š" " " " 1 " 3 " 1 23 " 1 " O 8" 2 " 4 " 1 1 " " " 1 " 6 " " 1 " 1 " 3 " 1 1 " 8" 26 " 1 3 " P 2 2" 1 1 " Š" " " " 1 " 3 " 1 21 " 1 " Q 2 2" 1 " 1 " Š" " " " 1 " 3 " 1 23 " 1 " R 2 2" 1 " 1 " Š" " " 1 " 1 " 3 " 1 23 " 1 " S 8" 2 " 4 " 1 1 " " " 6 " " 1 " 1 " 3 " 1 8" 26 " 1 3 " T 8" 2 " 4 " 1 1 " " " 6 " " 1 " 1 " 3 " 1 8" 26 " 1 3 " U 2 2" 1 " 1 " Š" " 1 " " 1 " 1 " 3 " 1 1 " 23 " 1 " V 8" 2 " 4 " 1 1 " " " 1 " 6 " " 1 " 1 " 3 " 1 1 " 8" 26 " 1 3 " W 2 2" 1 " 1 " Š" " " 1 " 1 " 3 " 1 23 " 1 " X 2 2" 1 " 1 " Š" " " 1 " 1 " 3 " 1 23 " 1 " Y 2 2" 1 " 1 " " " 6 " " 1 " 1 " 3 " 1 26 " 1 " Z 8" 2 " 4 " 1 1 " " " 6 " " 1 " 1 " 3 " 1 8" 26 " 1 3 " BC 8" 2 " 4 " 1 1 " " " 6 " " 1 " 1 " 3 " 1 8" 26 " 1 3 " BD 8" 2 " 4 " 1 1 " " " 1 " 6 " " 1 " 1 " 3 " 1 1 " 8" 26 " 1 3 " INTERSTTE SIGN STRUCTURE INSTLLTION DETILS REVISION DTE SHEET 10 OF

114 OSS-1 SPN LENGTH CCTV CMER (IF SPECIFIED IN THE CONTRCT DOCUMENTS) TYPICL SEE SHEET 2 FOR NOTES REMOVEBLE POLE/ CHORD CP (TYP.) POLE MOUNTED CBINET (IF SPECIFIED IN THE CONTRCT DOCUMENTS) HINGED HNDHOLE COVER (SEE STNDRD HH-1) TOP OF FOUNDTION WIRE INLET (TYP.) (SEE NOTE 1) END POLE ID TG (BOVE HNDHOLE) SEE NOTE 3 SEE N0TE 6 GURDRIL SEE SHEET 3 OF 6 HIGHEST POINT IN RODWY VERTICL CLERNCE (SEE NOTE 5) ID TG (BOVE HNDHOLE) SEE SHEET 4 OF 6 SEE NOTE 3 GURDRIL 1'-0" MIN. WIRE INLET (TYP.) (SEE NOTE 1) END POLE HINGED HNDHOLE COVER (SEE STNDRD HH-1) SEE NOTE 6 1'-0" MIN. EDGE OF SHOULDER SPN STRUCTURE EDGE OF SHOULDER CCTV CMER (IF SPECIFIED IN THE CONTRCT DOCUMENTS) CCTV CMER (IF SPECIFIED IN THE CONTRCT DOCUMENTS) SEE SHEET 3 OF 6 1'-0" MX. SEE SHEET 3 OF 6 REMOVEBLE POLE CP (TYP.) 1'-0" MX. REMOVEBLE POLE CP (TYP.) POLE REMOVEBLE POLE/ CHORD CP (TYP.) POLE MOUNTED CBINET (IF SPECIFIED IN THE CONTRCT DOCUMENTS) TOP OF FOUNDTION HINGED HNDHOLE COVER (SEE STNDRD HH-1) 1'-0" MIN. 3'-0" POLE RM CONNECTION 1 " DIMETER WIRE INLETS INSTLL ON SIDE OPPOSITE TRFFIC. 1 " DIMETER WIRE INLET T CENTERLINE OF SIGN PNEL, BEHIND FIRST SIGN ONLY. ID TG (BOVE HNDHOLE) SEE NOTE 3 SEE N0TE 6 GURDRIL HIGHEST POINT IN RODWY VERTICL CLERNCE STRUCTURE (SEE NOTE 5) CNTILEVER REMOVEBLE CHORD CP (TYP.) HIGHEST POINT IN RODWY VERTICL CLERNCE (SEE NOTE 5) 3'-0" GURDRIL BUTTERFLY STRUCTURE POLE HINGED HNDHOLE COVER (SEE STNDRD HH-1) SEE NOTE 3 1'-0" MIN. POLE RM CONNECTION 1 " DIMETER WIRE INLETS POLE MOUNTED CBINET (IF SPECIFIED IN THE CONTRCT DOCUMENTS) ID TG (BOVE HNDHOLE) TOP OF FOUNDTION SEE N0TE 6 SHEET 1 OF 6 REVISION DTE 07/ OVERHED SIGN STRUCTURE TYPICL DETILS

115 TYPICL SEE SHEET 1 FOR DETILS OSS " DIMETER WIRE INLETS SHLL BE PROVIDED T THE FOLLOWING LOCTIONS:. ON SPN STRUCTURES ON THE FRONT LEG OF END POLE 12" BELOW BOTTOM CHORD. B. ON CNTILEVER ND BUTTERFLY STRUCTURES ON POLE 12" BELOW BOTTOM CHORD. C. ON SPN STRUCTURES ON THE UNDERSIDE OF THE BOTTOM CHORD T CENTERLINE BEHIND FIRST SIGN PNEL FROM ECH END POLE. D. ON CNTILEVER ND BUTTERFLY STRUCTURES ON THE UNDERSIDE OF THE BOTTOM CHORD T CENTERLINE BEHIND FIRST SIGN PNEL FROM POLE. 45 TYP. 2. LL UNUSED WIRE INLETS SHLL BE CPPED WTER TIGHT. 3. OVERHED SIGN STRUCTURE POLES SHLL BE LOCTED SUCH THT THE NER SIDE EDGE OF THE FOUNDTION IS OUTSIDE OF THE GURDRIL DEFLECTION DISTNCE. 4. NO MORTR, GROUT, OR CONCRETE SHLL BE PLCED BETWEEN BOTTOM OF BSE PLTE ND TOP OF PEDESTL. 5. VERTICL CLERNCE FOR OVERHED SIGN STRUCTURES SHLL BE NO LESS THN 19 FEET 0 INCH ND NO MORE THN 21 FEET 0 INCH FROM THE BOTTOM OF THE LOWEST MOUNTED SIGN PNEL TO THE HIGHEST POINT OF THE RODWY. LUMINIRE SSEMBLIES SHLL HVE VERTICL CLERNCE OF NO LESS THN 17 FEET 6 INCHES FROM THE BOTTOM OF THE SSEMBLY TO THE HIGHEST POINT OF THE RODWY. SIGNS NOT OVER THE RODWY OR SHOULDER SHLL HVE VERTICL CLERNCE OF NO LESS THN 14 FEET 6 INCHES. 6. TOP OF FOUNDTIONS SHLL BE 2'-0" MINIMUM BOVE FINISHED GRDE. FOR FOUNDTIONS DJCENT OR WITHIN SIDEWLK, TOP OF FOUNDTIONS SHLL BE MINIMUM OF BOVE FINISHED GRDE. 7. FOUNDTIONS SHLL NOT BE LOCTED IN THE BSE OR SIDES OF DRINGE DITCHES. 8. ECH HORIZONTL CHORD SHLL BE TTCHED TO POLE. PLN FOR SINGLE POLE SUPPORT 9. SEE STNDRD HH-1 FOR HNDHOLE DETILS. 10. SEE STNDRD VS-1 FOR VRMINT SCREEN DETILS. C L POLE 11. "J" HOOK FOR WIRE SUPPORT SHLL BE PLCED NER LL HNDHOLES THT RE LOCTED MORE THN 4 FEET UP THE STRUCTURE. 1. LL OVERHED SIGN STRUCTURES HVING SINGLE POLE, OR SINGLE POLE T ECH END, SHLL HVE MINIMUM OF EIGHT (8) TWO-INCH DIMETER (MINIMUM) NCHOR BOLTS. STRUCTURES WITH MORE THN ONE POLE T ECH END SHLL HVE MINIMUM OF FOUR (4) TWO-INCH DIMETER (MINIMUM) NCHOR BOLTS PER POLE. 2" MIN. 2. LL END POLE COLUMNS MY BE JOINED TO THE BSE PLTE USING SOCKETED CONNECTION. 3. SEE STNDRD B-1 FOR TYPICL NCHOR BOLT DETILS. SECTION - TYPICL SOCKETED BSE PLTE CONNECTION OVERHED SIGN STRUCTURE TYPICL NOTES ND SOCKETED BSE PLTE CONNECTION REVISION DTE SHEET 2 OF 6 01/

116 OSS-1 TYP. GUSSET PLTE THICKNESS " " MIN. TYP. SLOT IN TUBE 1 " MIN. TYP. C LCOPE HOLE (BOTH FCES) GUSSET PLTE R= " TYP. SECONDRY TUBULR MEMBER TYPICL GUSSET PLTE CONNECTION SECTION VIEW 1. LL SECONDRY MEMBERS IN BOTH TUBULR ND NON-TUBULR STUCTURES IN THE OVERHED TRUSS ND THE END POLE SUPPORTS SHLL BEJOINED TO PRIMRY MEMBERS USING GUSSET CONNECTION PLTE. 2. CONTRCTOR SHLL SPECIFY THE WIDTH, LENGTH, ND THICKNESS OF GUSSET PLTE. 3. CONTRCTOR SHLL SPECIFY THE MINIMUM WELD SIZE ND LENGTH OF WELD. 4. COPE HOLES TO BE PROVIDED T BOTH ENDS ND BOTH FCES OF LL SECONDRY MEMBER CONNECTIONS. SHEET 3 OF 6 REVISION DTE 07/ OVERHED SIGN STRUCTURE GUSSET PLTE CONNECTION

117 OSS-1 TOP OF FOUNDTION 8" SIGN POLE GROUNDING LUG GROUNDING ELECTRODE CONDUCTOR FINISHED GRDE 1 " CONDUIT SEE NOTE 2 SEE NOTE 2 18" MIN. MIN. SEE NOTE 1 SEE NOTE 1 CONDUITS GROUNDING ELECTRODE TYPICL SIGN FOOTING DETIL WITH CONDUIT LOCTION OF FUTURE USE CONDUITS FOR DOUBLE END POLE STRUCTURES 1. FUTURE USE CONDUITS PLCED PRLLEL TO THE RODWY. 2. FUTURE USE CONDUITS PLCED T N NGLE TO MISS THE BCK FOUNDTION OR NCHOR BOLTS IN SPRED FOOTING FOUNDTION. 3. THE TYPE, SIZE, NUMBER ND ORIENTTION OF CONDUITS ENTERING ND EXITING FOOTINGS MY VRY PER SIGN LOCTION. 4. IN DDITION TO THE CONDUITS SPECIFIED ON THE PLNS, ONE - CONDUIT REQUIRED FOR GROUND WIRE ND TWO - 2" PVC HEVY WLL CONDUITS REQUIRED FOR FUTURE USE. FUTURE USE CONDUITS SHLL BE STUBBED OUT ND CPPED. FUTURE USE CONDUITS SHLL BE ORIENTED TO RUN PRLLEL TO THE RODWY. FOR LOCTION OF FUTURE USE CONDUITS IN FOUNDTIONS FOR DOUBLE END POLE STRUCTURES, SEE DRWING T RIGHT. 5. ECH FOUNDTION SHLL BE PERMNENTLY MRKED TO INDICTE LL SIDES FROM WHICH CONDUITS PSS. THIS MRK SHLL BE MDE WITH TROWEL WHEN FINISHING THE CONCRETE ND SHLL BE " DEEP ND TO LONG. LOCTIONS OF EMPTY CONDUITS SHLL HVE N DDITIONL 2" LONG MRK MDE PERPENDICULR TO ND CENTERED ON THIS MRK. 6. NO MORTR, GROUT, OR CONCRETE SHLL BE PLCED BETWEEN BOTTOM OF BSE PLTE ND TOP OF FOUNDTION. OVERHED SIGN STRUCTURE CONDUIT DETILS REVISION DTE SHEET 4 OF 6 07/

118 OSS-1 PHOTOELECTRIC CONTROL SERVICE ENTRNCE HED " HOLE THROUGH POLE FOR EYE BOLT FOR OVERHED SERVICE ONLY RIGID METL CONDUIT SFETY SWITCH CONTCTOR LIQUID TIGHT FLEXIBLE METL CONDUIT FRONT VIEW SECTION - SPN SIGN STRUCTURE B PHOTOELECTRIC CONTROL SERVICE ENTRNCE HED RIGID METL CONDUIT " HOLE THROUGH POLE FOR EYE BOLT FOR OVERHED SERVICE ONLY SFETY SWITCH CONTCTOR RIGID METL CONDUIT B FRONT VIEW SECTION B-B CNTILEVER SIGN STRUCTURE 1. SFETY SWITCH SHLL BE INSTLLED ON LL SIGN STRUCTURES REQUIRING ELECTRICL POWER. ELECTRICL SERVICE FOR SIGN STRUCTURES NOT CONTROLLED BY CONTROL CENTER SHLL HVE PHOTOCELL ND PHOTOCELL CONTROLLED CONTCTOR TO CONTROL THE ELECTRICL POWER TO LUMINIRES.THE CONTCTOR SHLL BE IN NEM 3R ENCLOSURE LOCTED WITHIN 24 INCHES OF THE SFETY SWITCH. 2. LL CONDUIT LOCTED IN OR ON OVERHED SIGN STRUCTURE SHLL BE MINIMUM. SHEET 5 OF 6 REVISION DTE 07/ OVERHED SIGN STRUCTURE ELECTRICL DETILS FOR SIGN LIGHTING

119 OSS-1 GLVNIZED STEEL SIGN HNGER W6x9 PLCED NO GRETER THN 2'- FROM SIGN PNEL FCE THE LEFT ND RIGHT EDGES OF SIGN PNEL ND THEN SPCED 4'- O.C. MXIMUM. CTUL SPCING TO BE DETERMINED BY THE CONTRCTOR. MIN. MIN. LUMINIRE RETRIEVL SYSTEM SIGN PNEL FCE. TOP OF SIGN SHLL BE TILTED TOWRDS TRFFIC USING SHIMS, WELDING SHORT PIECE OF W6x9 OR WT3X4.5 TO THE VERTICL SIGN HNGER, OR BY N OTHER PPROVED METHOD SO THT THE SIGN FCE IS PPROXIMTELY 3 FROM VERTICL. B B 4'-0" LUMINIRE GLVNIZED STEEL SIGN HNGER RM SPCED IN CCORDNCE WITH LUMINIRE RETRIEVL SYSTEM MNUFCTURER LUMINIRE LUMINIRE RETRIEVL SYSTEM LUMINUM Z BR GLVNIZED STEEL SIGN HNGER RM W6x9 1' MIN. " " GUSSET " " SEE ROUND CHORD DETIL FOR HNGER RM ND LUMINIRE RETRIEVL SYSTEM INFORMTION SIGN HNGER ERECTION DETIL WITH LUMINIRE RETRIEVL SYSTEM ROUND CHORD DETIL NGLE CHORD DETIL 1. LUMINIRE RETRIEVL SYSTEM INCLUDING ELECTRICL SYSTEM SHLL BE EQUL TO "LUMI-TRK" ND DESIGNED FOR THE NUMBER OF LUMINIRES INDICTED IN THE CONTRCT DOCUMENTS. SPCING OF HNGERS USED TO SUPPORT THE RETRIEVL SYSTEM SHLL BE IN CCORDNCE WITH MNUFCTURER'S RECOMMENDTIONS. TURNTBLE END SHLL BE OF SUFFICIENT LENGTH TO LIGN WITH THE VERTICL EDGE OF THE OUTSIDE PVED SHOULDER (+) OR SHLL BE EXTENDED 5 FEET BEYOND THE VERTICL EDGE (+) OF THE OUTERMOST SIGN LUMINIRE, WHICHEVER IS GRETER. THE OPPOSITE END OF THE RETRIEVL SYSTEM SHLL EXTEND MINIMUM OF 6 INCHES PST THE OUTERMOST VERTICL EDGE OF THE SIGN HNGER RM. 2. LUMINIRES ND LUMINIRE RETRIEVL SYSTEM REQUIRED ONLY WHERE INDICTED IN THE CONTRCT DOCUMENTS. Z BR (Z BR IS NOT REQUIRED FOR SPD-2) SIGN HNGER C C " DIMETER STINLESS STEEL BOLTS, NUTS ND FLT WSHERS ROUND CHORD 2 " Z BR (Z BR IS NOT REQUIRED FOR SPD-2) SIGN HNGER C C " DIMETER STINLESS STEEL BOLTS, NUTS ND FLT WSHERS NGLE CHORD 2 " SIGN PNEL FCE " STINLESS STEEL BOLT, NUT ND FLT WSHER LUMINUM Z BR (Z BR IS NOT REQUIRED FOR SPD-2) 3. ISOLTION WSHER SHLL BE PROVIDED BETWEEN LUMINUM ND STEEL SURFCES. " GLVNIZED U-BOLTS, NUTS ND FLT WSHERS " GLVNIZED BOLTS, NUTS ND FLT WSHERS GLVNIZED STEEL SIGN HNGER 4. FOR STRUCTURES INSTLLED WITHOUT LIGHTING, HORIZONTL SIGN HNGER RMS SHLL STILL BE PROVIDED. 5. FOR SIGN PNEL DETILS, SEE STNDRD SPD-1 OR SPD-2. SECTION - SECTION B-B ROUND CHORD NGLE CHORD SECTION C-C OVERHED SIGN STRUCTURE SIGN HNGER ND LUMINIRE RETRIEVL DETIL REVISION DTE SHEET 6 OF 6 07/

120 STNDRD THIS PGE INTENTIONLLY LEFT BLNK SHEET 1 OF 1 REVISION DTE. TITLE

121 ì yåñßá 2~ýßÁ žt\ïßá 2~ýßÁ žtñ2ïßá ñßá Áßñ páßÿ ý2ñßá gÿßáýn ñßáák*³ñßá ÁßïJ QøiÁ Zb¹^ïßÁ Á:ýßÁ%XÅ òßá ÅýßÁ ž } òßá 1ÿßÁ9!ï ôßá Áßð üßáéë«òßá DòßÁ +dìøßáûì$l*îßá òlîûßá ž4 ²y üßá ž47?7üßá žôênîßá»ófýßái ôƒ ïßá»ófýßái ôþðïßá ñ(ïßá 8ïßÁ ù(ûßá&þ+ñºòßá ÁßóÐa Áß ¾ùßÁI ôg^òßá ÁßôZ+wÁßøùÙf[ e\ø \úßá4ßù 0óßÁ ÁßñühŠ9Áßÿ5«ÚñßÁª êñßá Z]üßÁ [vžîßá rþþßá ž4èîßá õúþßáô!`ðîßá Ç ß1üßÁ ð îßá Ç `çüßá [?ßîßÁ Ç )þßá åhïßá NþßÁ ZïßÁ i òßá üßáµ é òßáßá>û&òßá ÁßñšÀ.ÁÁßñ µè ÁßÿfvòMÁßñk ï_`áßÿmeñßá395oÿßá"± œwñßá Á úñßá ßÁ ßÁQ ßÁ{b ßÁ ž ßÁ{b ßÁ{bM ˆï ßÁQ x Êïß ïßá ùßáïùm ìñß úßáïù çëñßá e\ø \úßá!\ùƒtóßá

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123 å Áßþýú½,#»ÎúþßÁ ë.ùôßá Áßõ±!ÁßþkæòX; D{eþßÁSb õßá ÐÎfþßÁ- (ªõßÁ KþßÁp ŸòßÁ ÁßóI{Ñ[Áßþå¼ - ýáßýìøóãt Áßõ Å#qvÁßýÒkÌÊé ÁßóRŽ ~ÜÁßýqúËë 5lýßÁè ŠKóßÁ X sýßáç( ¼õßÁ ÁßõÊé Áßýl[ÃÝ Áßö íwí.áßý» ßþßÁ Üó(øßÁ Y4 üßá ë: ÀößÁ Áßòäý;ò#Áßüc7 ŸÚ Ê'ÛgüßÁ3ϳ`.ößÁ ÁßóFGZ8Áßü ƒx h5 óßá úßáì VóßÁ Áßö ÊÁßû½Êû Š : ûßáþs. ößá drmûßáv[ ößá Ï ûßá à ÇôßÁ S4áýßÁ0ã ôßá l_þßáw( ºNõßÁ úkþßáåñ0 óßá Áßô ý `éáßûdå Áßóœ_Þ Áßú ÌŠØ ÁßôKUÁßúˆ{twÉ RcƒúßÁaQ ôßá úßánxmkd ßÁ ÿ ÿÿÿ è øßáh àpiòßá rv"úßáh 8{ôßÁ Wé ùßáïù^þôôßá Àç«ùßÁðÌ ŽõßÁ y{búßáì,ùæðôßá ³š5úßÁæ œ <õßá ]«ùßánœrú õßá [³îûßÁ5G WŒôßÁ Îu,-úßÁ# c±ößá ÁßôMöŒÁßú`1T Áß ïeüäxáß g_: ÝuÇýßÁ ƒ~üôßá ÉÞÙýßÁó  ùßá Íq ZõßÁ Áßø:^æ páßøª È a öð"þßáp É òßááp ±þßáp * òßá & BRIDGE STNDRDS îößá ýßá*x2016 ROD

124 SPD-2 STITCH 2 O.C. GLV. STEEL POST OR GLV. STEEL SIGN HNGER SPCER GLV. STEEL POST OR GLV. STEEL SIGN HNGER POST CLIP PNEL B B POST CLIP PNEL 1.500".375".438" 2.06 SLOTTED HOLES DRILLED 12" O.C. END HOLES FROM ENDS OF PNEL. (SEE DETIL D) SIGN PNEL SSEMBLY " DI. 16 UNC x 1 BOLT LOCK NUT ND WSHER STM F593, LLOY 304 STINLESS STEEL " DI UNC x MIN. LENGTH CRRIGE BOLT WITH 2 - STINLESS STEEL NUTS ND WSHER, MNULLY TIGHTEN CRRIGE BOLT TO SNUG FIT SINKING THE SHOULDER OF THE BOLT HED INTO THE EXTRUDED PNEL. DETIL E SECTION - " "-16 UNC THRED 2 LOCK NUT WSHER STITCH BOLT (TYP.).719 SECTION B-B SHRP SERRTIONS SHRP KNURLING.484R R R POST CLIP (TYP.).281R.630 LUMINUM FLT WSHER "-16 UNC SHLL BE O.D. x 2 BOLT " I.D. x.09 THICK LOCK NUT POST CLIP BOLT (TYP.) SLOTTED HOLE " x " 2 (TYP.) 12" " BOLT INTERIOR SLOTS ON STGGERED LTERNTE BSIS. HOLE SPCING (TYP.) FIRST SLOTS IN FROM BOTH EDGES RE BOLTED. DETIL D 1. DOUBLE POST CLIPS SHLL BE INSTLLED ON LL SIGN HNGERS, EXCEPT ON OVERHED SIGN STRUCTURES WHERE CRR IGE BOLTS RE REQUIRED. 2. LL SIGN PNELS INSTLLED ON OVERHED SIGN STRUCTURES SHLL BE BOLTED DIRECTLY TO THE SIGN HNGER MEMBERS T THE BOTTOM ND TOP ROW IN CCORDNCE WITH DETIL E. POST CLIPS SHLL BE USED T LL OTHER MOUNTING POINTS. EXTRUDED SIGN PNEL DESIGN SHEET 2 OF REVISION DTE 07/16 701

125 SPD-3 SIGN PNEL DIMENSIONS SIGN PNEL TTCHMENT DETILS ZEE BR TEE CLMPS W H a b c d NO. SIZE NO. NO. 12' 4' 2'-0" 8'-0" 1 20" 2 B ' 5' 1'- 8'-0" 1 28" 2 B ' 6' 1'-0" 8'-0" 12" 4'-0" 1 B ' 6' 2'-0" 8'-0" 12" 4'-0" 1 B ' 6' 3'-0" 8'-0" 12" 4'-0" 2 B ' 6' 3'- 9'-0" 12" 4'-0" 2 C ' 6' 4'-0" 10'-0" 12" 4'-0" 2 C 0 0 W 20' 6' 4'- 11'-0" 12" 4'-0" 2 D 0 0 a b a 22' 6' 4'-10" 12'- 12" 4'-0" 2 E ' 6' 5'- 13'- 12" 4'-0" 2 E ' 6' 5'-10" 14'- 12" 4'-0" 2 E ' 6' 6'- 15'- 12" 4'-0" 2 E ' 6' 6'-8" 16'-8" 12" 4'-0" 2 E ' 8' 1'-0" 8'-0" 12" 3'-0" 1 B 2 8 ZEE TEE OR ZEE TEE OR ZEE c c d d H 12' 8' 2'-0" 8'-0" 12" 3'-0" 1 B ' 8' 3'-0" 8'-0" 12" 3'-0" 1 B ' 8' 3'-6 9'-0" 12" 3'-0" 3 B ' 8' 4'-0" 10'-0" 12" 3'-0" 3 C ' 8' 4'- 11'-0" 12" 3'-0" 3 C ' 8' 4'-10" 12'- 12" 3'-0" 3 D ' 8' 5'- 13'- 12" 3'-0" 3 D ' 8' 5'-10" 14'- 12" 3'-0" 3 D ' 8' 6'- 15'- 12" 3'-0" 3 E ' 8' 6'-8" 16'-8" 12" 3'-0" 3 E ' 10' 1'-0" 8'-0" 18" 3'- 1 B ' 10' 2'-0" 8'-0" 18" 3'- 1 B ' 10' 3'-0" 8'-0" 18" 3'- 1 B ' 10' 3'- 9'-0" 18" 3'- 1 B ' 10' 4'-0" 10'-0" 18" 3'- 3 C ' 10' 4'- 11'-0" 18" 3'- 3 C ' 10' 4'-10" 12'- 18" 3'- 3 C 0 0 TYPE VI SIGN FOUNDTION SIGN PNEL DESIGN 701 REVISION DTE SHEET 1 OF

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127 ÁßôŠÎïÿÁßöHª úy Áßóx=_}Áßö7 éwn hœ àôßád ½ ` ßÁ y<ôßáåýf óßá ÿÿÿ ÿ Áßó0 ÃöÊÁßò bƒ ýÿòßá䃚vóßá Áßóv ʃäÁ óßá ÁßõÌõ Áßñ'µ «ÖðßÁ;/ w@óßá ÖðßÁäƒJ@bôßÁ ÐðßÁ+ ößá ôgÿïßá+që{ößá ¼cñßÁ/R» ößá 4àðßÁ+ÏÆößÁ ¹ðßÁ+ÁÝößÁ ÚñßÁÍdù _ ßÁ ðßá+»» ßÁ IðßÁ+Q8 ßÁ ª ðßá+q8 ßÁ ËðßÁ+Q8 ßÁ Â*ðßÁJ X$Ó ßÁ ÙnðßÁ² òíù ßÁ ÀðßÁ+ ößá dðßá+q1ößá ðßá+šößá ~.ößád ½ ` ßÁ õßá Û T ßÁ ÁßøoYïtÁß ªðßÁJ ØÓ ßÁ ÿïßá+ "LößÁ æðßá+ š4ößá 0 ñßáídù ößá ðßáu¼ J±ôßÁ ïßá ÁßøºRØÞlÁßïÞš ößáÿàÿøßá ößá?þž²øßá ßÁ úr ßÁ ßÁd ½œž ßÁ ßÁÈwùE³ ßÁ ßÁd ½XÝ ßÁ ßÁd = ü ßÁ ÿÿÿÿß òßá æ ÿÿÿÿ ðßá¼o ðßá¼o ñßá¼ ðßá¼o ñßá¼o :ô ðßá¼ ðßá ïßá; ðßá¼o ñßáu¼&²ôßá ðßá Þ ßÁ ðßáö ïß ðßá ì¾ Á ðßáj 7Óõ ßÁ ñßák çfáóßá ñßá¼o

128 SPD-4 TYPE V- TYPES V-B, V-C, V-D, V-E, V-L, V-M, V-N ND V-O TYPE V-F 2" W 2 " DI. x BOLTS (GLV.) WITH HEX NUT ND LOCKWSHER W W 9" 11 " 1-11 " c H d d c c TEE TEE H TEE BRS W c d " UNLESS OTHERWISE NOTED THE TOP OF THE SIGN PNEL SHLL NOT EXTEND BOVE THE SIGN POST NO GRETER THN THE DISTNCE OF c. TYPE V-G TYPE V-K TYPE V-2 W W TEE BRS FROM TOP OF SIGN TO TOP OF POST W TEE TEE d c H TEE TEE d c c " 3 15" TEE BRS 8" 20" H TEE TEE c d c 8" SIGN PNEL DESIGN SHEET 1 OF 2 REVISION DTE /15

129 POST CLMP DETIL SPD-4 CENTERLINE HOLE FOR " DIMETER SQURE HED STINLESS STEEL BOLT " DIMETER RIVET x 2" LONG WITH SELF-LOCKING " " NO FILLET NUT ND ONE FLT WSHER. FSTENING SERRTE " DEP T " CENTERS " " " " " TEE SIGN PNEL " " " " MINUS DRFT DI. " " OR " LEG OF CLMP IS FOR 2" " DJUSTMENT TO POST RIVETS SHLL BE DOME HED, BREK MNDREL, BLIND RIVETS FLNGE " CONFORMING TO INDUSTRIL FSTENERS INSTITUTE STNDRD IFI-114, STYLE 1, GRDES 10 OR 11 EXCEPT THT THE MINIMUM " " DI. " ULTIMTE TENSILE STRENGTH SHLL BE 360 POUNDS. RIVETS " R (TYP.) SHLL HVE GRIP RNGE CCOMMODTING THE COMBINED THICKNESS OF THE SIGN PNEL ND ZEE BR ND SHLL BE INSTLLED IN CCORDNCE WITH THE MNUFCTURER S RECOMMENDTIONS. 1.0" TEE CROSS SECTION 0.2" 0.2" TEE BR SPCING CHRT STRUCTURE SIGN PNEL TEE 6061-T6 TYPE DIMENSIONS 2.5 x LB/FT. W H c d NUMBER LENGTH CLMP V " V-B " 1-8" 2 3-0" 4 V-C " 4 V-D " 1-8" 2 4-0" 4 V-E " 4 V-F " " 4 V-G " - 1 ECH 2-10" & 1-4 V-K " 4 V-K " 1-8" 2 3-0" 4 V-L " 2 5-0" 4 V-M " 4 V " - V-N " " 6 V-O " 4 3.0" 0.725" GGE LINE 0.175" 0.175" 0.175" 0. R (TYP.) 0.125" 0.125" LUMINUM 6061-T LBS./FT. 0.5" 0.75" 0.75" 0.5" 1.25" 1.25" 2.5" SIGN PNEL DESIGN 701 REVISION DTE 01/15 SHEET 2 OF

130 ÁßøÝk Áß ÁßøgÖUK Áßÿv¾; o _- ZÿßÁ vú½òßá µ½ô~þßáz /D»òßÁ ÔÊß ýßá o½pàòßá d»åýüßá 0UðÿûßÁ= à>oûßá> w:õ<úßákù¹e½òßá (h#iùßáå4»òßá!âé^ÿßáï@ ôßá > >þßáýæª ôßá EHñüßÁcn{ôßÁ ÿf ûßácn{ôßá í=œ<úßácn{ôßá \ÅÔ%ÿßÁýrÙõQößÁ 7 êõýßáèpärößá N9q,üßÁ5ë±SLößÁ ÛÞ YúßÁ 23NößÁ S ¼òßÁ ø;dþßá{ äâ ßÁ Ï ýßá s\öêõßá 5]/ûßÁ{ äâ ßÁ [IiÿßÁ½ÁNèvòßÁ ¾ÿûßÁ² o èõßá ùßá [KkVøßÁ ßÁ

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132 SPD-6 TYPES V-B, V-C, V-D, V-L ND V-M TYPES V-E, V-N ND V-O TYPES V-F TYPES V-G W STIFFENER W STIFFENER W STIFFENER W c d c H c d d d d c H W c d d W c c c TYPES V-K W MEDIUM STIFFENER STIFFENER TO POST TTCHMENT DETIL STRUCTURE STIFFENERS TYPE V-B V-C V-D V-E V-F V-G V-K W H c 12" 0" 8" 1-12" d " " 2-1 NO SIZE MEDIUM MEDIUM MEDIUM MEDIUM MEDIUM MEDIUM MEDIUM V-L MEDIUM MEDIUM DETIL.735 Ref P.I H H c d c c d c V-M 5 5 8" 1-10" 3 MEDIUM V-N 7 7 5" 10" 8 MEDIUM V-O MEDIUM R(4) SEE STNDRD SPD-4 FOR POST CLMP ND BOLT DETILS..010 DEEP X 90 UNLESS OTHERWISE NOTED THE TOP OF THE SIGN PNEL SHLL NOT EXTEND BOVE THE SIGN POST NO GRETER THN THE DISTNCE OF c NOTE: RIVETS SHLL BE USED FOR SECURING THE STIFFENERS TO THE SIGN UNLESS OTHERWISE SPECIFIED OR PPROVED, ND SHLL BE " MINIMUM DIMETER BY " LONG LUMINUM ND CPBLE OF WITHSTNDING MINIMUM SHER FORCE OF 460LBS. RIVET SPCING FOR TTCHING THE STIFFENERS TO THE SIGN PNEL SHLL BE MXIMUM BEGINNING 1 " FROM THE ENDS OF THE SIGN PNEL. SIGN PNEL DESIGN SHEET 1 OF REVISION DTE 01/15 701

133 SPD-7 SIGN PNEL DETIL W SIGN PNEL DETIL W a b b a c H c d d c H d d d d c SIGN PNEL DETIL W a b a POST CLMP BOLT (STINLESS STEEL) H c d d c STIFFENER TO POST TTCHMENT DETIL POST CLMP.550" 1.475".562".350" (STINLESS STEEL).80".18.30".070" SIGN PNEL DESIGN 701 REVISION DTE SHEET 1 OF

134 Áß éë»<áß Áßø4ä õßá ]K8eþßÁ Bq,½òßÁ ãùßá; óßá NüßÁîJn3 ßÁ + üßáà Ï$ ßÁ Á üßáà OýößÁ z4ûßáœùê ößá jîòßá ]KÆŠúßÁ Bq,½òßÁ lôûßáœù*ú óßá ³žùßÁŒÙª óßá LjùWúßÁÃ?!ôßÁ ãûßá7è8ëõßá RüßÁÀ øýößá ûßá7h ößá DûßÁ Bq¾šößÁ aiÿßáegžöcòßá ùßá ášy#øßá ÁßõJVœØ)ÁßÁ Bñ hõßá þßá U ó Á ß ý Õ Ü ß ó Á ê ÞqõßÁÁ¾âûßÁ VxüößÁ ßÁ BqÉ ßÁ ßÁ)ØœòòößÁ ßÁ Á à ßÁ ßÁ B±Z ßÁ ßÁ

135