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10 PAGE INTERIM STANDARD REVISION IIS13_ PM-10 NEW STANDARD SHOWING SQUARE FOOTAGES FOR INSTAATION AND ERADIATION OF PAVEMENT MARKING ROUTE SHIEDS IIS13_ PM-10 NEW STANDARD SHOWING PAVEMENT MARKING ROUTE SHIED DETAIS IIS13_ PM-10 NEW STANDARD SHOWING PAVEMENT MARKING ROUTE SHIED DETAIS IIS13_ PM-10 NEW STANDARD SHOWING PAVEMENT MARKING ROUTE SHIED DETAIS IIS13_ PM-10 NEW STANDARD SHOWING PAVEMENT MARKING ROUTE SHIED DETAIS. If you have any questions or comments regarding this revision, please contact huck Patterson P.E., at (804) , of the Standards and Special Design Section. Sincerely, Signature on file Date: January 30, 2015 B. A. Thrasher, P.E. State ocation & Design Engineer Page 10 of 10

11 EW-12 EXPANDED STEE MESH (FATTENED) 1 BEVE SOT DETAI (PERMITTED FOR EASY FORM REMOVA) NOT TO SAE A 1 6 A ISOMETRI 6 6 SOPE H PAN PIPE OUPER TO BE AST INTO ENDWA. OUPER MUST BE FUSH WITH OUTER SURFAE OF EW-12 AND PROVIDE A POSITIVE ONNETION FOR THE OUTET PIPE (4 OR 6). 4 X 8 X MIN. STEE OR.08 INH MIN. AUMINUM PATE U-TYPE ROED RAI STEE POST AT 1.33 BS./FT. OR AUMINUM AOY BS./FT AUMUNUM OR STEE RIVIETS OR BOTS OMPATIBE WITH POST MATERIA 4 MIN. GRADE UNDERDRAIN OUTET MARKER DETAI SETION A-A 1. TYPIA ENDWA TO BE PAED AT THE ENDS OF A UNDERDRAIN OUTETS, BARRING OATIONS WHERE UNDERDRAIN IS TIED INTO OTHER DRAINAGE STRUTURES. ENDWA TO BE INSTAED PERPENDIUAR TO ROADWAY AND FUSH WITH THE SOPE. PIPE I.D SOPE 2:1 3:1 4: DIMENSIONS H ASS A3 ONRETE UBI YARDS OUTET PIPES SHA BE RIGID NONPERFORATED, SMOOTH-BORE PIPE, MEETING THE REQUIREMENTS OF 70 PSI TESTED AORDING TO ASTM EXPANDED STEE MESH (FATTENED) SHA HAVE OPENINGS OF APPROX. X 1 AND WEIGH APPROX BS. PER SQ. FT. MESH SHA BE GAVANIZED IN AORDANE WITH ASTM A-123. THE MESH SHA EXTEND A MINIMUM OF 1 ABOVE THE O.D. OF THE PIPE, AND IS A BARRIER FOR RODENTS, ET. THE SOT FOR THE STEE MESH IS TO BE ONSTRUTED SO THAT THE MESH AN BE REMOVED FOR EANOUT PURPOSES :1 3: THIS ITEM MAY BE PREAST OR AST IN PAE. 6 4: STEE POSTS AND PATES TO BE PAINTED OR GAVANIZED IN AORDANE WITH THE ROAD AND BRIDGE S. IF PAINTED THE FINA OAT SHA BE NO. 13 AUMINUM PAINT OR NO. 11 WHITE PAINT. 6. MARKER TO BE PAED AT A EW-12 UNDERDRAIN INSTAATIONS. 7. MARKER WI BE PAID FOR IN AORDANE WITH SETION 501 OF THE ROAD AND BRIDGE S. SHEET 1 OF 1 REVISION DATE 01/ STANDARD ENDWA FOR PIPE UNDERDRAIN

12 UD-5 SUBBASE MATERIA PAVEMENT SEET MATERIA OR STABIIZED SUBGRADE SUBGRADE 2-4 INSET A SUBBASE MATERIA OUTET PIPE 4 GEOOMPOSITE UNDERDRAIN PAVED SHOUDER VARIABE (EDGE OF PAVED SHOUDER) PAVED SHOUDER SETION ASPHAT ONRETE AP 3 MINIMUM DEPTH PAVEMENT 57 AGGREGATE, 8 AGGREGATE OR RUSHED GASS MEETING 8 GRADATION REQUIREMENTS. 1-0 PAVEMENT SUBBASE HEIGHT VARIES 5 MIN. INSET A 2 2 MIN. MIN. * ID TO BE SEURED USING WEDED EARS ASPHAT ONRETE AP-(SUPERPAVE, MIX TYPE) MINIMUM DEPTH OF EXISTING ASPHAT ONRETE SHOUDER OR 3-WHIHEVER IS GREATER. * NO.8 AGGREGATE WHEN A USPATED STYE ORE IS USED, THE TIPS OF THE USPS SHA BE PAED AGAINST THE PAVEMENT SIDE OF THE TRENH. AP TO BE NEENAH FOUNDRY ATAOG NO. R-7506 OR EQUIVAENT 4 MIN. I.D. SDR 32.5 H.D.P.E. PIPE SUBBASE MATERIA INSET A OUTET PIPE PANE HEIGHT (VARIES) SUBGRADE SEET MATERIA OR STABIIZED SUBGRADE MATERIA GEOOMPOSITE UNDERDRAIN UNPAVED SHOUDER SETION 57 AGGREGATE, 8 AGGREGATE OR RUSHED GASS MEETING 8 GRADATION REQUIREMENTS. PREFABRIATED TEE SETION MIN. 4 DIAMETER PAY IMITS EEVATION VIEW MANUFATURER SUPPIED END OUTET MIN. 4 OUTET DIAMETER UD - 5 INSPETION PORT PAVEMENT SUBBASE MATERIA SUBGRADE INSET A OUTET PIPE GEOOMPOSITE UNDERDRAIN URB AND GUTTER SETION SEET MATERIA OR STABIIZED SUBGRADE MATERIA 57 AGGREGATE, 8 AGGREGATE OR RUSHED GASS MEETING 8 GRADATION REQUIREMENTS. 1. INVERT EEVATION AT OUTET END OF OUTET PIPE TO BE A MINIMUM OF 1-0 ABOVE INVERT EEVATION OF REEIVING DRAINAGE DITH OR STRUTURE. 2. A ONNETIONS (EBOWS, WYES, ET.) WITHIN PAY IMITS FOR OUTET PIPE SHA BE OF THE SAME RUSHING STRENGTH AS THE OUTET PIPE. 3. OUTET PIPES SHA BE INSTAED ON 2 MIN. (3 DESIRABE) GRADE AND OATED EVERY 350 MAXIMUM OR AS NOTED ON PANS. 4. OUTET PIPE TO BE SEUREY ONNETED TO EW-12 OR OTHER DRAINAGE STRUTURE. 5. UD-5 INSPETION PORTS SHA BE OATED WHERE SPEIFIED ON THE PANS. NON PERFORATED OUTET PIPE PAN VIEW MANUFATURER SUPPIED END OUTET MIN. 4 OUTET DIAMETER 90 OUPING TO EW-12 TRENH WITH AGGREGATE EDGEDRAIN ONNETION TO OUTET PIPE TYPE OF PIPE ORRUGATED AUMINUM SMOOTH WA PV SMOOTH WA PE TO EW-12 NON-PERFORATED OUTET PIPE W.T. 4 NOM. DIAMETER W.T. 6 NOM. DIAMETER.103 EDGEDRAIN MANUFATURER SUPPIED TEE SETION MIN. 4 OUTET DIAMETER WA THIKNESS (MIN) - INHES MANUFATURER SUPPIED END OUTET MIN. 4 OUTET DIAMETER NON PERFORATED OUTET PIPE GRADE EDGEDRAIN GRADE RUSHING STRENGTH ADAPTER 4 OR 6 OUTET PIPE TRENH WITH AGGREGATE 70 PSI 70 PSI TESTED AORDING TO ASTM D-2412 AT 5 DEFETION. EDGEDRAIN PANE HEIGHT TYPIA END OUTET SHEET 1 OF 1 REVISION DATE 01/ PREFABRIATED GEOOMPOSITE RETROFIT PAVEMENT EDGEDRAIN

13 GR-INS FAE OF GUARDRAI IS TO BE AIGNED WITH FAE OF URB. VARIES 2 OR ESS 12 MINIMUM DESIGN SPEED > 45 MPH USE GR-2A SHOUDER HINGE POINT SHOUDER * SOPE 10:1 OR FATTER * SHOUDER HINGE POINT SHOUDER HEIGHT PER STANDARD GR-2 OR GR-8 * * SHOUDER SOPE EXTENDED SOPE STEEPER THAN 10:1 BUT NO STEEPER THAN 6:1 DESIGN SPEED < 45 MPH USE GR-2. 4 ASPHAT URB ASPHAT ONRETE BAK-UP MATERIA 4 27 MIN 28 MAX APPROAH PAVED SHOUDER MEASURING GUARDRAI HEIGHT ON FRONT SOPE REATIVE TO SHOUDER HINGE POINT ASPHAT URB SETION FAE OF GUARDRAI IS TO BE AIGNED WITH FAE OF URB TABE I NORMA GUARDRAI OATION-THROUGH 27 MIN 28 MAX DESIGN SPEED > 45 MPH USE GR-2A DESIGN SPEED < 45 MPH USE GR-2 TRAVE ANE OR SHOUDER 27 MIN 28 MAX TOTA SHOUDER WIDTH PAVED SHOUDER WIDTH (S) (P S ) (PAVED & GRADED) (SEE NOTE) TRAFFI ANES EFT OF TRAFFI OFFSET FROM EDGE OF TRAVEED WAY TO FAE OF GUARDRAI (O) , 4, OR 10 3 or or 4 8 GR-2 INSTAATION WITH G-3 OR G-7 URB or or 4 5 FOR GUARDRAI DESIGN POIIES USING URB & GUTTER OR URBAN DESIGNS WITH SIDEWAK OR SIDEWAK SPAE SEE APPENDIX I OF THE ROAD DESIGN MANUA 1 TO 2 O 12 MINIMUM TABE II NORMA GUARDRAI OATION-THROUGH TRAFFI ANES RIGHT OF TRAFFI TOTA SHOUDER PAVED SHOUDER OFFSET FROM WIDTH (S) WIDTH (P S ) EDGE OF TRAVEED WAY TO FAE OF GUARDRAI (PAVED & GRADED) (SEE NOTE) (O) P S 15 6 or SHOUDER REOVERABE AREA-6:1 SOPE S , 4 or GUARDRAI OATION ON REOVERABE SOPE NOTE: PAVED SHOUDER WIDTHS SHOWN ARE MINIMUM. THE PAVED SHOUDER MAY BE EXTENDED TO THE FAE OF THE RAI. THE PAVED WIDTH USED SHA BE IN AORDANE WITH THE ROADWAY ASSIFIATION AS DEFINED IN THE ROAD DESIGN MANUA. SEE STANDARD M-4 FOR PAVING UNDER GUARDRAI. 9 3 or or NORMA GUARDRAI OATION W-BEAM GUARDRAI INSTAATION RITERIA REVISION DATE SHEET 6 OF 8 01/

14 FOR TYPIA SETION, NOTES AND OTHER DETAIS, REFER TO STANDARD BD-DT. BD-02 SPAN HGHT (FT.) (FT.) SIZE SPAING c-c REINFORING STEE BT1 a b c d e f g ENGTH NO. B1 4 BARS NO. B2 3 BARS REINFORING STEE (BS/ONG. JT) QUAN./F ONRETE ASS A4 (Y/F) REINFORING STEE (BS/F) HEADWA G ENGTH SIZE HW1 ENGTH HEADWAS NO. HW2 BARS NO. HW3 BARS INET ONRETE. A4 (Y) INET REINFORING STEE (BS) OUTET ONRETE. A4 (Y) OUTET REINFORING STEE (BS) WINGWA A A E G A E G I E G I K G K O G K O G P T D H P T H P T DOUBE BOX UVERTS 0 TO 2 FT. FIS REVISION DATE SHEET 2 OF 2 01/

15 STANDARD TITE PAGE F-1 F-2 F-3 MP-1 MP-2 PF-2 SW-1 SW-2 SM-3 SMB-1,2,3 TA-1 SMD-1,2 WD-1 WD-2 PA-1,2,3 SP-5,6,7,8,9 FB-2 PF-8 F-1 P-1,2 P-3 SE-1 SE-2 SE-3 SE-4 SE-5 SE-6 SE-7 SE-8 SE-9 ONTROER ABINET FOUNDATION AND ONDUIT ONTROER ENTER ABINET FOUNDATION AND ABINET ONTROER ABINET FOUNDATION AND ABINET SIGNA POE DETAIS SIGNA POE DETAIS PEDESTA POE AND FOUNDATION SIGNA HEAD MOUNTING DETAIS SIGNA HEAD MOUNTING DETAIS SIGNA HEAD MOUNTING DETAIS SIGNA HEAD MOUNTING DETAIS TETHER WIRE DETAIS SIGN MOUNTING DETAIS STEE SIGNA POE WIRING AND RIGGING WOOD POE WIRING AND RIGGING PEDESTRIAN ATUATION PEDESTRIAN SIGNA INDIATION FASHING BEAON SIGNA POE FOUNDATION IGHTING POE FOUNDATION IGHTING POE HIGH MAST IGHT POE EETRIA SERVIE EETRIA SERVIE EETRIA SERVIE EETRIA SERVIE EETRIA SERVIE EETRIA SERVIE EETRIA SERVIE EETRIA SERVIE EETRIA SERVIE EETRIA SERVIE SE-10 SE-11 W-1 TD-1A,B, TS-1 EETRIA SERVIE EETRIA SERVIE ONTRO ENTER WIRING OOP DETETOR TYPIA ONE-WAY BRIDGE SIGNA INDEX OF SHEETS SETION 1300-TRAFFI ONTRO REVISION DATE SHEET 1 OF 4 01/

16 STANDARD TITE PAGE JB-R1,R2 JB-S1,S2,S3 EI-1,2 PS-1 WSP-1 STP-1 SSP-VA SSP-VIA OSS-1 JUNTION BOX JUNTION BOX EETRIA ONDUIT AND ONDUTOR ABE PROEDURES FOR AUATING ENTROID AND TOTA SQUARE FOOTAGE OF SIGN PANE WOOD POST SIGN STRUTURES SQUARE TUBE SIGN POST SQUARE TUBE SIGN POST SQUARE TUBE SIGN POST SQUARE TUBE SIGN POST FOUNDATION TYPE A DETAIS SQUARE TUBE SIGN POST FOUNDATION TYPE B DETAIS SQUARE TUBE SIGN POST FOUNDATION TYPE DETAIS SQUARE TUBE SIGN POST FOUNDATION TYPE B AND DETAIS SQUARE TUBE SIGN POST FOUNDATION TYPE D AND E DETAIS SQUARE TUBE SIGN POST FOUNDATION TYPE F DETAIS SQUARE TUBE SIGN POST SIGN BRAING AND SIGN PANE ATTAHMENT DETAIS SQUARE TUBE SIGN POST SIGN BRAING DETAIS SQUARE TUBE SIGN POST MOUNTING HEIGHTS OF SIGN INSTAATIONS VA SIGN STRUTURE VA SIGN STRUTURE VA SIGN STRUTURE VA SIGN STRUTURE INTERSTATE SIGN STRUTURE INTERSTATE SIGN STRUTURE INTERSTATE SIGN STRUTURE INTERSTATE SIGN STRUTURE INTERSTATE SIGN STRUTURE INTERSTATE SIGN STRUTURE INTERSTATE SIGN STRUTURE INTERSTATE SIGN STRUTURE INTERSTATE SIGN STRUTURE INTERSTATE SIGN STRUTURE OVERHEAD SIGN STRUTURE TYPIA DETAIS OVERHEAD SIGN STRUTURE SOKETED BASE PATE ONNETION OVERHEAD SIGN STRUTURE GUSSET PATE ONNETION OVERHEAD SIGN STRUTURE FOUNDATION DETAIS OVERHEAD SIGN STRUTURE EETRIA DETAIS FOR SIGN IGHTING SHEET 2 OF 4 REVISION DATE INDEX OF SHEETS SETION TRAFFI ONTRO /15

17 STANDARD TITE PAGE OSS-1 OVERHEAD SIGN STRUTURE SIGN HANGER AND UMINAIRE RETRIEVA DETAI OVERHEAD SIGN STRUTURE HANGER AND UMINAIRE DETAI SPD-1 SIGN PANE DESIGN SPD-2 EXTRUDED SIGN PANE DESIGN SPD-3 SIGN PANE DESIGN SPD-4 SIGN PANE DESIGN SPD-5 SIGN PANE DESIGN SPD-6 SIGN PANE DESIGN SPD-7 SIGN PANE DESIGN PRS-1 PUNHING REQUIREMENTS FOR SIGN PANES ED-2 ROAD EDGE DEINEATOR ED-3 INTERSTATE ROAD EDGE DEINEATORS MM-1 & USP-1 MIEPOST MARKERS & U-TYPE STEE POST PM-1 TYPIA PAVEMENT MARKING INTERHANGE PM-2 TYPIA PAVEMENT MARKING IMITED AESS ANE DROP PM-3 TYPIA PAVEMENT MARKING UNSIGNAIZED INTERSETIONS TYPIA PAVEMENT MARKING SIGNAIZED INTERSETIONS TYPIA PAVEMENT MARKING SIGNAIZED INTERSETIONS TYPIA PAVEMENT MARKING ROSSWAK MARKINGS PM-4 TYPIA PAVEMENT MARKING SIGNAIZED INTERSETIONS VOID PM-5 TYPIA PAVEMENT MARKING EFT TURN PAVEMENT MARKED MEDIAN TYPIA PAVEMENT MARKING TWO WAY EFT-TURN ANE PM-6 TYPIA PAVEMENT MARKINGS BIYE ANE TYPIA PAVEMENT MARKINGS BIYE ANE AND MARKED SHARED ANE PM-7 TYPIA PAVEMENT MARKING RAIROAD-HIGHWAY GRADE ROSSING PM-8 TYPIA PAVEMENT MARKER OATION DETAIS TYPIA PAVEMENT MARKER OATION DETAIS PM-9 PAVEMENT MARKING OATION DETAIS PM-10 PAVEMENT WORD, SYMBO, AND ARROW MARKINGS ETTERS AND NUMERAS DETAIS PAVEMENT WORD, SYMBO, AND ARROW MARKINGS WORDS DETAIS PAVEMENT WORD, SYMBO, AND ARROW MARKINGS SQUARE FOOT AREAS OF SYMBOS AND ARROWS PAVEMENT WORD, SYMBO, AND ARROW MARKINGS ARROW DETAIS PAVEMENT WORD, SYMBO, AND ARROW MARKINGS ARROW DETAIS PAVEMENT WORD, SYMBO, AND ARROW MARKINGS ARROW DETAIS PAVEMENT WORD, SYMBO, AND ARROW MARKINGS SYMBO DETAIS INDEX OF SHEETS SETION 1300-TRAFFI ONTRO REVISION DATE SHEET 3 OF 4 NEW 01/

18 STANDARD TITE PAGE PM-10 PAVEMENT WORD, SYMBO, AND ARROW MARKINGS SYMBO DETAIS PAVEMENT WORD, SYMBO, AND ARROW MARKINGS SYMBO DETAIS PAVEMENT WORD, SYMBO, AND ARROW MARKINGS SYMBO DETAIS PAVEMENT WORD, SYMBO, AND ARROW MARKINGS SQUARE FOOT AREAS OF ROUTE SHIED SYMBOS PAVEMENT WORD, SYMBO, AND ARROW MARKINGS ROUTE SHIED DETAIS PAVEMENT WORD, SYMBO, AND ARROW MARKINGS ROUTE SHIED DETAIS PAVEMENT WORD, SYMBO, AND ARROW MARKINGS ROUTE SHIED DETAIS PAVEMENT WORD, SYMBO, AND ARROW MARKINGS ROUTE SHIED DETAIS SHEET 4 OF 4 REVISION DATE INDEX OF SHEETS SETION TRAFFI ONTRO /15

19 SEE NOTES 7 & 8 SEE NOTES 7 & 8 STP-1 SEE NOTES 7 & 8 EDGE OF TRAVEWAY OR TOP OF URB MOUNTING HEIGHT (h) (SEE NOTE 1) VERTIA EARANE (SEE NOTE 1) UT SOPE EDGE OF MOUNTING TRAVEWAY HEIGHT (h) OR TOP (SEE NOTE 1) OF URB VERTIA EARANE (SEE NOTE 1) UT SOPE EDGE OF MOUNTING TRAVEWAY HEIGHT (h) OR TOP (SEE NOTE 1) OF URB VERTIA EARANE (SEE NOTE 1) UT SOPE W FI SOPE FI SOPE W FI SOPE (SEE NOTE 4) W (SEE NOTE 4) SINGE POST 7 MIN. INSTAATIONS TWO POST INSTAATIONS THREE POST INSTAATIONS 1. FOR A SIGNS EXEPT STREET NAME SIGNS: A. MINIMUM MOUNTING HEIGHT (h) SHA BE IN AORDANE WITH THE MINIMUM MOUNTING HEIGHT TABE ON THIS SHEET. B. MAXIMUM MOUNTING HEIGHT (h) FOR THE BOTTOM-MOST SIGN PANE(S) SHA BE 8 FEET, EXEPT WHEN NEESSARY TO AHIEVE MINIMUM VERTIA EARANE BENEATH SIGN PANE AS PER NOTE 1.. MINIMUM VERTIA EARANE (DISTANE BETWEEN BOTTOM OF SIGN PANE AND FINISHED GRADE BENEATH THE PANE) SHA BE 7 FEET FOR ANY PORTION OF THE SIGN WITHIN THE EAR ZONE. THIS MINIMUM VERTIA EARANE MAY BE REDUED TO 5 FEET FOR EITHER OF THE FOOWING ONDITIONS: WHEN SIGNS OR PORTIONS OF SIGNS ARE OATED MORE THAN 10 FEET UP A UT SOPE GREATER THAN 3:1, OR» WHEN THE SIGN IS OATED AT EAST THE MINIMUM DISTANE BEHIND URB, BARRIER, OR GUARDRAI AS PER NOTES 7 AND MOUNTING HEIGHT (h) FOR STREET NAME SIGNS SHA BE BETWEEN 8-6 AND 9-0. MINIMUM MOUNTING HEIGHT (h) SIGN TYPES DIRETIONA SIGNS ROUTE MARKERS, WARNING AND REGUATORY SIGNS SEONDARY SIGNS (SEE NOTE 3) (SEE NOTE 1) OTHER FREEWAYS, HIGHWAYS EXPRESSWAYS, AND FU ONTRO RURA NON-RURA AESS HIGHWAYS AREAS AREAS A SEONDARY SIGN IS ONSIDERED TO BE A SIGN MOUNTED BEOW ANOTHER SIGN, EXEPT A ROUTE MARKER WITH AN AUXIIARY PATE IS ONSIDERED TO BE A SINGE SIGN. A SEONDARY SIGN SHA NOT BE MOUNTED OWER THAN 7 FEET ABOVE A PEDESTRIAN SIDEWAK OR PATHWAY IF IT WI PROJET INTO THE PEDESTRIAN FAIITY. 6. FOR SIGNS OATED IN AREAS WHERE PEDESTRIAN MOVEMENTS ARE IKEY TO OUR OR ON-STREET PARKING IS PERMITTED, THE HEIGHT FROM THE OWEST PORTION OF THE SIGN PANE TO THE FINISHED SURFAE SHA HAVE A MINIMUM EARANE OF 7 FEET. 4. W = (0.60) X (SIGN PANE WIDTH) 5. SQUARE TUBE SIGN POSTS REQUIRING A BREAKAWAY SUPPORT SYSTEM SHA BE AN FHWA APPROVED BREAKAWAY SUPPORT SYSTEM ONFORMING TO AASHTO S STANDARD S FOR STRUTURA SUPPORTS FOR HIGHWAY SIGNS, UMINIARIES AND TRAFFI SIGNAS. 7. THE ATERA EARANE TO THE SIGN PANE SHA BE A MINIMUM OF 2 FEET FROM THE FAE OF URB OR 4 FEET FROM FAE OF BARRIER, IF PRESENT. 8. UNESS OTHERWISE APPROVED BY THE ENGINEER, SIGNS PAED BEHIND GUARDRAI SHA BE OATED SUH THAT THE NEAR SIDE EDGE OF THE SIGN PANE IS OUTSIDE OF THE GUARDRAI DEFETION DISTANE. SQUARE TUBE SIGN POST 700 REVISION DATE 01/15 SHEET 1 OF

20 STP-1 TABE 1 FOR HAMPTON ROADS DISTRIT (SEE NOTE 5) SIZE OF POST ENTROID (FT) 2 MAXIMUM AREA (TOTA OF SIGN PANES) (FT ) SINGE-POST TW0-POST THREE-POST OMMENTS INH 14 GA TYPE A, TYPE D, OR TYPE F FOUNDATION AS SPEIFIED IN THE ONTRAT DOUMENTS INH 12 GA SINGE POST: TYPE A OR TYPE E FOUNDATION. MUTI-POST: TYPE B OR TYPE FOUNDATION. AS SPEIFIED IN THE ONTRAT DOUMENTS INH 10 GA TYPE B OR TYPE FOUNDATION AS SPEIFIED IN THE ONTRAT DOUMENTS INH 10 GA. WITH 2 INH 10 GA. INNER POST (SEE NOTE 1) TYPE B OR TYPE FOUNDATION AS SPEIFIED IN THE ONTRAT DOUMENTS. 1. THE INNER POST SHA BE 6 FEET IN ENGTH. 2. ENTROID SHA BE DETERMINED IN AORDANE WITH PS MINIMUM OD FORMED YIED STRENGTH SHA BE: 14 GA. AND 12 GA. = 60 KSI 10 GA. = 55 KSI 5. TABE 1 SHA BE USED FOR THE HAMPTON ROADS DISTRIT, EXEPT THE ITY OF EMPORIA AND OUNTIES OF GREENSVIE, SUSSEX, AND SOUTHAMPTON SHA USE TABE FOOW SIGN BRAING DETAIS (SEE SHEET 11 OF 12) FOR MAXIMUM SIGN PANE WIDTHS AND SIGN BRAING SPAING. SQUARE TUBE SIGN POST SHEET 2 OF REVISION DATE 01/15 700

21 TABE 2 FOR BRISTO, SAEM, YNHBURG, RIHMOND, FREDERIKSBURG, UPEPER, STAUNTON, AND NORTHERN VIRGINIA DISTRITS (SEE NOTE 5) STP-1 SIZE OF POST ENTROID (FT) 2 MAXIMUM AREA (TOTA OF SIGN PANES) (FT ) SINGE-POST TW0-POST THREE-POST OMMENTS INH 14 GA TYPE A, TYPE D, OR TYPE F FOUNDATION AS SPEIFIED IN THE ONTRAT DOUMENTS INH 12 GA TYPE A OR TYPE E FOUNDATION INH 10 GA TYPE B OR TYPE FOUNDATION AS SPEIFIED IN THE ONTRAT DOUMENTS INH 10 GA. WITH 2 INH 10 GA. INNER POST (SEE NOTE 1) TYPE B OR TYPE FOUNDATION AS SPEIFIED IN THE ONTRAT DOUMENTS THE INNER POST SHA BE 6 FEET IN ENGTH. 2. ENTROID SHA BE DETERMINED IN AORDANE WITH PS MINIMUM OD FORMED YIED STRENGTH SHA BE: 14 GA. AND 12 GA. = 60 KSI 10 GA. = 55 KSI 4. FOOW SIGN BRAING DETAIS (SEE SHEET 11 OF 12) FOR MAXIMUM SIGN PANE WIDTHS AND SIGN BRAING SPAING. 5. TABE 2 SHA ASO BE USED FOR THE ITY OF EMPORIA AND OUNTIES OF GREENSVIE, SUSSEX, AND SOUTHAMPTON IN HAMPTON ROADS DISTRIT. SQUARE TUBE SIGN POST 700 REVISION DATE 01/15 SHEET 3 OF

22 STP-1 ANHOR SEEVE BASE (SEE DETAI) 2-14 GAUGE OR 2-12 GAUGE SQUARE TUBE POST FANGED SHOUDER BOT WITH SERRATED FANGE NUT 4 MAX GAUGE OR 2-12 GAUGE SQUARE TUBE POST 3-0 ANHOR SEEVE MIN ANHOR SEEVE 2 x 7 GAUGE FOR 2 SQUARE TUBE POST 3 x 7 GAUGE FOR 2 SQUARE TUBE POST ASS A3 ONRETE OR A PREAPPROVED BAG MIX FROM THE DEPARTMENTS APPROVED IST, NO. 31. ANHOR SEEVE (2 x 7 GAUGE FOR 2 SQUARE TUBE POST OR 3 x 7 GAUGE FOR 2 SQUARE TUBE POST) 17/32 DIAMETER HOE, TYPIA -16 x 3 GRADE 8 FANGED SHOUDER BOT WITH SERRATED FANGE NUT 1-0 FOUNDATION TYPE A ANHOR SEEVE BASE DETAI SHEET 4 OF 12 REVISION DATE NEW 01/ SQUARE TUBE SIGN POST FOUNDATION TYPE A DETAIS 700

23 STP-1 SIP BASE (SEE DETAI) 2-10 GAUGE OR 2-12 GAUGE SQUARE TUBE SIGN POST FANGED SHOUDER BOT WITH SERRATED FANGE NUT 3-0 TO TOP OF ANHOR SEEVE MAX. MUTI-DIRETIONA OMBINATION ANHOR/ SIP BASE PATE (SEE DETAI) ASS A3 ONRETE OR A PREAPPROVED BAG MIX FROM THE DEPARTMENTS APPROVED IST, NO R MATERIAS: X 3 X 7 GAUGE ASTM A500 GRADE B TUBE 1 THIK ASTM A572 GRADE 50 PATE STEE GAVANIZE PER ASTM A153 A WEDS TO BE X FIET TYPE T R A F F I F O W FOUNDATION TYPE B MUTI-DIRETIONA OMBINATION ANHOR/SIP BASE PATE 700 SQUARE TUBE SIGN POST FOUNDATION TYPE B DETAIS REVISION DATE SHEET 5 OF 12 NEW 01/

24 STP MAX. (2 REOMMENDED) 1 THIK ASTM A572 GRADE 50 PATE STEE R T R A F F I 4 1 THROUGH HOE FOR DRAINING 60 F O W GAUGE ASTM A569 PATE ONG 3/16 STITH WEDS EQUAY SPAED DIRET DRIVEN SOI INSTAATION. INSTA WITH THE WIDEST BEARING SURFAE OF THE STABIIZING WING PARAE WITH THE FAE OF THE SIGN X 3 X 7 GAUGE ASTM A500 GRADE B TUBE MATERIAS: GAVANIZED PER ASTM A123 A WEDS TO BE OR FIET TYPE 3 FOUNDATION TYPE 8 TRIANGUAR MUTI-DIRETIONA OMBINATION ANHOR/SIP BASE PATE - SOI SHEET 6 OF 12 REVISION DATE NEW 01/15 SQUARE TUBE SIGN POST FOUNDATION TYPE DETAIS 700

25 - 13 GRADE 8 TORQUE FREE BOT (SEE NOTE 1) 2-10 GAUGE OR 2-12 GAUGE SQUARE TUBE SIGN POST -16 GRADE 8 SERRATED FANGE NUT UPPER SIP BASE OR AST IRON SIP BASE WITH OKING WEDGE (SEE DETAIS) HEXHEAD HEXHEAD - 13 GRADE 8 TORQUE FREE BOT (SEE NOTE 1) X FIET WED -13 USS FAT WASHER STP-1-16 x 3 GRADE 8 FANGED SHOUDER BOT -13 USS FAT WASHER HARDENED, TEFON OATED WASHER SHIM HARDENED, TEFON OATED WASHER SHIM - 13 GRADE 8 ARGE FANGE NUT 1 4 MAXIMUM STUB HEIGHT (2 REOMMENDED HEIGHT) SIP BASE BREAKAWAY PROFIE DETAI FAT WASHER - 13 GRADE 8 ARGE FANGE NUT 8 MUTI-DIRETIONA OMBINATION 2.52 SIP BASE BREAKAWAY DETAI ANHOR/ SIP BASE PATE (FOUNDATION B) OR MUTI-DIRETIONA OMBINATION ANHOR/ SIP BASE PATE - SOI (FOUNDATION ) R MINIMUM WA THIKNESS IS T R A F F I F O W MATERIAS: TUBE REEIVER - 3 x 3 x 7 GAUGE ASTM A500 GRADE B TUBE PATE - ASTM A572 GRADE R (TYP.) 5 T R A F F I F O W 1.35 REDI-TORQUE MUTI-DIRETIONA BOT ON SAE1035 STEE FORGING SIP BASE TOP FOR 2 SQUARE POST WITH AST IRON OKING WEDGE TOP POST REEIVER/ FOR 2 SQUARE POST HEX HEAD TIGHTEN THE TORQUE FREE BOT USING THE ARGER HEX HEAD, THEN OOSEN THE BOTS BY THREE OMPETE TURNS USING THE HEX HEAD. RETIGHTEN EAH TORQUE BOT USING THE SMAER HEX HEAD UNTI THE HEX HEAD TWISTS OFF. HEX - 13 THREADS HEAD 1 TORQUE FREE MATH PATE HARDWARE 700 SQUARE TUBE SIGN POST FOUNDATION TYPE B AND DETAIS REVISION DATE SHEET 7 OF 12 NEW 01/

26 STP GAUGE OR 2-12 GAUGE SQUARE TUBE POST 0.53 DIA. 8 PAES 1-16 UN GRADE 8 SERRATED FANGE NUT 4 MAX. 1-0 SEE NOTES 1, 2, 3, AND MIN. -16 UN x 3 GRADE 8 FANGED SHOUDER BOT B A D - SQUARE TUBE E - STRUTURA ANGE DRIVE TUBE FOUNDATION (SEE DETAI) MATERIAS: GAVANIZED PER ASTM A153 1 THIK ASTM A572 GRADE 50 PATE STEE 1-0 FOUNDATION TYPE D AND E DRIVE TUBE FOUNDATION DETAI DRIVE TUBE FOUNDATION TABE FOUNDATION TYPE SIZE OF POST DRIVE TUBE FOUNDATION DIMENSION A EXAVATE TO A DEPTH OF NO ESS THAN 8 AND NO GREATER THAN 12 PRIOR TO INSTAATION OF DRIVE TUBE FOUNDATION. TYPE D 2 INH 14 GA. B D X 2 X ASTM A500 GRADE B 2. THE EXAVATED AREA SHA BE BAKFIED WITH A EMENTITIOUS MATERIA AND SHA BE TAPPED WITH EAH 6 IFT. E 2 X 2 X ASTM A36 3. THE SQUARE TUBE POST SHA BE INSERTED INTO THE SEEVE OF THE DRIVE TUBE FOUNDATION A MINIMUM OF 12. A B DRIVE AP SHA BE UTIIZED FOR INSTAATION OF DRIVE TUBE FOUNDATION. WHEN USING A POWER DRIVER, A SHANK SHA ASO BE REQUIRED. TYPE E 2 INH 12 GA. D 2 3 X 3 X ASTM A500 GRADE B E 3 X 3 X ASTM A36 SHEET 8 OF 12 REVISION DATE NEW 01/ SQUARE TUBE SIGN POST FOUNDATION TYPE D AND E DETAIS 700

27 STP GAUGE SQUARE TUBE SIGN POST 3 MAX. DIA. 90 ORNER BOT FINISHED GRADE 2-12 GAUGE SQUARE TUBE POST SEEVE POST SEEVE KNOKOUT HOES SHA 2-14 GAUGE SQUARE TUBE POST 3 MAX. 12 MIN BE BOKED AS NEESSARY TO PREVENT ENTRY OF EMENTITIOUS MATERIA INTO THE SQUARE TUBE SIGN POST, USING PAINTER S TAPE OR OTHER APPROVED METHOD. SEE NOTES #2, 3, 4, AND SEE ORNER BOT DETAI AND NOTE GAUGE SQUARE TUBE POST SEEVE 3 10 GAUGE ASTM A569 SOI STABIIZING PATE 10 GAUGE ASTM A569 SOI STABIIZING PATE (SEE DETAI) SEE ORNER BOT DETAI AND NOTE MAX X TYP. SOT FOUNDATION TYPE F SOI STABIIZING PATE FOUNDATION DETAI 2-12 GAUGE POST SEEVE 1. ORNER BOTS SHA BE DIA. TRUSS HEAD BOT WITH SERRATED FANGE NUT. TWO ORNER BOTS WI BE REQUIRED TO ONNET THE 2 POST SEEVE TO THE SOI STABIIZING PATE. 2. EXAVATE TO A DEPTH OF NO ESS THAN 8 AND NO GREATER THAN 12 PRIOR TO INSTAATION OF SOI STABIIZING PATE FOUNDATION. DIA ORNER BOT SOI STABIIZING PATE 3. THE EXAVATED AREA SHA BE BAKFIED WITH A EMENTITIOUS MATERIA AND SHA BE TAPPED WITH EAH 6 IFT. ORNER BOT DETAI 4. THE 2 SQUARE TUBE POST SHA BE INSERTED INTO THE 2 POST SEEVE A MINIMUM OF DRIVE AP SHA BE UTIIZED FOR INSTAATION OF DRIVE TUBE FOUNDATION. WHEN USING A POWER DRIVER, A SHANK SHA ASO BE REQUIRED. 700 SQUARE TUBE SIGN POST FOUNDATION TYPE F DETAIS REVISION DATE SHEET 9 OF 12 NEW 01/

28 STP-1 SHEETING SIGN BRAING 2 AUMINUM SIGN BRAING 2 MOUNTING SURFAE x DEPTH x NOMINA WA THIKNESS SQUARE POST AMP SQUARE POST AMP & BRAE (ONNETING JUNTION) SQUARE TUBE SIGN POST NOMINIA WA THIKNESS 6 SHEETING SIGN BRAING 6061-T6 AUMINUM AOY, PUNHED WITH DIAMETER HOES ON 6 ENTERS FOR ATTHMENT OF SIGN SUBSTRATE USING SIGN PANE DRIVE RIVETS, OR DIAMETER HOES ON 12 ENTERS WHEN USING DRIVE RIVETS. SHEETING SIGN BRAE 11 GAUGE, TYPE 304, #2B FINISHED STAINESS STEE WITH STAINESS STEE ARRIAGE BOT AMPS AN BE TWIST OKED INTO PAE WITHOUT SIDING THE AMPS FROM AN OPEN END OF THE HANNE BRAE SIGN PANE DRIVE RIVET OR SREW (SEE NOTE 2) SQUARE TUBE SIGN POST SQUARE POST AMP AMP IS TO BE SIZED TO FIT THE SQUARE TUBE POST, 2 OR 2 SIGN PANE SQUARE POST AMP DETAI SIGN PANE ATTAHMENT DETAIS FOR SIGN POSTS REQUIRING BRAING 1. NYON WASHER SHA BE THIK MINIMUM WITH AN OUTSIDE DIAMETER OF 1 AND AN INSIDE DIAMETER OF. 2. DRIVE RIVET SHA BE OR AUMINUM FAT HEAD RIVET WITH NYON OR RUBBER WASHER. NYON WASHER (SEE NOTE 1) X 3 HEX HEAD BOT W/FAT WASHER AND OK WASHER UNDER NUT AND A NYON WASHER UNDER HEAD SIGN PANE SQUARE TUBE SIGN POST NUT OK WASHER FAT WASHER 3. THE HEAD OF A DRIVE RIVETS AND HEX HEAD BOTS SHA BE POWDER OATED TO MATH THE OOR OF THE SIGN SHEETING. 4. DRIVE RIVET SHA NOT BE USED FOR SIGNS WITHOUT BRAING. SIGN PANE ATTAHMENT DETAIS FOR SIGN POSTS NOT REQUIRING BRAING SHEET 10 OF 12 REVISION DATE NEW 01/ SQUARE TUBE SIGN POST SIGN BRAING AND SIGN PANE ATTAHMENT DETAIS 700

29 SIGN PANE WIDTH (5 MAXIMUM) 50% 50% SIGN PANE WIDTH (10 MAXIMUM) 20% 60% 20% STP-1 20% (12 MAXIMUM) 20% (12 MAXIMUM) SIGN PANE HEIGHT SIGN BRAING (SEE SHEET 10 OF 12 FOR DETAI) SQUARE TUBE SIGN POST 60% (36 MAXIMUM SEE NOTE 2) 20% (12 MAXIMUM) ONNETING JUNTION SIGN PANE HEIGHT SQUARE TUBE SIGN POST SIGN BRAING (SEE SHEET 10 OF 12 FOR DETAI) ONNETING JUNTION 60% (36 MAXIMUM SEE NOTE 2) 20% (12 MAXIMUM) SINGE POST - BRAING DIAGRAM TYPIA - TWO BRAE SIGN PANE WIDTH (18 MAXIMUM) W TWO POST - BRAING DIAGRAM TYPIA - TWO BRAE 20% 30% 30% 20% 20% (12 MAXIMUM) SIGN PANE HEIGHT ONNETING JUNTION 30% (36 MAXIMUM SEE NOTE 2) 30% (36 MAXIMUM SEE NOTE 2) d d/2 d/2 d/3 d/3 d/3 d/4 d/4 d/4 d/4 20% (12 MAXIMUM) SQUARE TUBE SIGN POST W 7 MIN. W SIGN BRAING (SEE SHEET 10 OF 12 FOR DETAI) DETAI A - SPAING OF MUTIPE BRAING THREE POST - BRAING DIAGRAM TYPIA - THREE BRAE TO 2 1. SIGN PANE WIDTHS 36 OR GREATER SHA REQUIRE SIGN BRAING. 2. VERTIA SPAING OF SIGN BRAING SHA NOT EXEED 12 FROM THE TOP OR BOTTOM EDGE OF SIGN PANE TO FIRST BRAE AND 36 BETWEEN BRAES. IF THE SPAING BETWEEN BRAES EXEEDS 36 THEN ADDITIONA SIGN BRAING SHA BE ADDED. A SIGN BRAING SHA BE EQUAY SPAED BETWEEN THE TOP AND BOTTOM BRAE. SEE DETAI A. 3. MAXIMUM SIGN PANE AREA PER POST TO BRAE JUNTION SHA BE 10 SQ. FT. ADDITIONA SIGN BRAING SHA BE INSTAED IF 10 SQ. FT PER POST TO BRAE JUNTION IS EXEEDED. 4. ONE SPIE PER BRAE WI BE PERMITTED. BRAE SPIE SHA BE IN AORDANE WITH THE MANUFATURER S REOMMENDATIONS. BRAING SHA NOT BE SPIED WITHIN 6 OF A BRAE TO POST JUNTION. SPIES SHA NOT BE IN VERTIA AIGNMENT BUT SHA BE OFFSET NO ESS THAN 12 FROM EAH OTHER. TO 2 5. TOP OF SIGN PANE SHA BE MOUNTED TO 2 WITH THE TOP OF THE POST AND TO 2 WITH THE SIDE OF THE SIGN BRAING. SEE DETAI B. DETAI B - INSTAATION TOERANES 6. SIGN PANE WIDTHS SHA NOT EXEED MAXIMUM SPEIFIED. 700 SQUARE TUBE SIGN POST SIGN BRAING DETAIS REVISION DATE SHEET 11 OF 12 NEW 01/

30 STP-1 ASSEMBY TO BE ERETED 5 FROM THE NOSE OF MEDIAN AND ENTERED IN MEDIAN. SEE NOTE 2 URB FAE MEDIAN MOUNTING HEIGHT (h) (SEE NOTE 1) MOUNTING HEIGHT (h) (SEE NOTE 1) MOUNTING HEIGHT (h) 3-0 MIN. MOUNTING HEIGHT (h) (SEE NOTE 1) MOUNTING HEIGHT (h) MIN. SINGE POST MEDIAN INSTAATIONS ONE WAY SIGNS ON EXIT RAMPS WITH STOP SIGN STOP OR YIED SIGNS AND DO NOT ENTER SIGN (AT EXIT RAMPS ONY) MOUNTING HEIGHT (h) 3-0 MIN. WRONG WAY SIGNS/ DO NOT ENTER SIGNS (AT EXIT RAMPS ONY) 2 SIGNS BAK TO BAK ONE WAY SIGNS ON EXIT RAMPS MOUNTING HEIGHT (h) 3-0 MIN. 1. MOUNTING HEIGHT (h) SHA BE IN AORDANE WITH STP-1 SHEET 1 OF 12 EXEPT AS NOTED ON THIS SHEET MINIMUM FOR MEDIANS OVER 10 IN WIDTH. 12 MINIMUM FOR MEDIANS 10 OR ESS IN WIDTH UNESS SHOWN OTHERWISE IN THE ONTRAT DOUMENTS. 3. MOUNTING HEIGHTS (h) ARE MEASURED FROM BOTTOM OF SIGN PANE TO ROADWAY EEVATION AT EDGE OF TRAVEWAY OR TOP OF URB. SHEET 12 OF 12 REVISION DATE NEW 01/ SIGN POST MOUNTING HEIGHTS OF SIGN INSTAATIONS 700

31 SSP-VA SIGN PANE DESIGN SHA BE IN AORDANE WITH SPD-4 OR SPD-6 EDGE OF TRAVEWAY POST ENGTH SIGN POST (GAV.) VERTIA EARANE (SEE NOTE 3) UT SOPE 10 MIN. 30 MAX. (SEE NOTE 4) 7 MIN. (SEE NOTES 2 AND 3) 2-0 T FI SOPE 1. FOUNDATION OATIONS SHA BE APPROVED BY ENGINEER PRIOR TO INSTAATION IN AORDANE WITH SETION MAXIMUM MOUNTING HEIGHT (h) FOR THE BOTTOM-MOST SIGN PANE(S) SHA BE 8 FEET, EXEPT WHEN NEESSARY TO AHIEVE MINIMUM VERTIA EARANE BENEATH SIGN PANE AS PER NOTE MINIMUM VERTIA EARANE (DISTANE BETWEEN BOTTOM OF SIGN PANE AND FINISHED GRADE BENEATH THE PANE) SHA BE 7 FEET FOR ANY PORTION OF THE SIGN WITHIN THE EAR ZONE. THIS MINIMUM VERTIA EARANE MAY BE REDUED TO 5 FEET FOR EITHER OF THE FOOWING ONDITIONS: WHEN SIGNS OR PORTIONS OF SIGNS ARE OATED MORE THAN 10 FEET UP A UT SOPE GREATER THAN 3:1, OR» WHEN THE SIGN IS OATED AT EAST THE MINIMUM DISTANE BEHIND URB, BARRIER, OR GUARDRAI AS PER NOTE THE ATERA EARANE TO THE SIGN PANE SHA BE A MINIMUM OF 2 FEET FROM THE FAE OF URB OR 4 FEET FROM FAE OF BARRIER, IF PRESENT. UNESS OTHERWISE APPROVED BY THE ENGINEER, SIGNS PAED BEHIND GUARDRAI SHA BE OATED SUH THAT THE NEAR SIDE EDGE OF THE SIGN PANE IS OUTSIDE OF THE GUARDRAI DEFETION DISTANE. SHEET 1 OF 4 REVISION DATE 01/ VA SIGN STRUTURE INSTAATION DETAIS 700

32 EEVATION SSP-VA FOUNDATION STUB POST WEDED WIRE MESH APPED 9 MINIMUM. f DIAMETER 3 EAR D D 6 x 6 - W5.5 x W5.5 OR 6 X 6-2/2 WEDED WIRE MESH [TWO OFFSET AYERS REQUIRED] SETION D-D DIA./2 DIAMETER FORMS NOT REQUIRED BEOW GROUND FOUNDATION 1. POST ENGTH IS FOR ESTIMATING PURPOSES ONY. THE ONTRATOR SHA DETERMINE THE ATUA POST ENGTH AT THE FIED OATION OF THE SIGN STRUTURE BASED ON FINISHED GRADE EEVATION. 2. TOTA POST ENGTH QUANTITY = ENGTH OF POST ABOVE THE BOT KEEPER PATE + THE FOUNDATION STUB POST ENGTH (2-0). SIGN POST AND FOUNDATION DETAIS POST ENGTH STRUTURE TYPE SIGN PANE DIMENSIONS SIGN POST DIMENSIONS (SEE NOTES 1 & 2) FOUNDATION DIMENSIONS WEDED WIRE MESH STEE BASE PATE W H SOPE 3:1 TO 2:1 f DIAMETER ENGTH SQ. FT. T (THIKNESS) VA-A 3 3 S3 x VA-B VA VA-D VA-E VA-F 4 - W4 x VA-G VA-K VA-K VA VA-M VA-A2 6 3 W6 x VA-N 7 7 W6 x VA-O 13 5 W6 x VA SIGN STRUTURE INSTAATION DETAIS REVISION DATE SHEET 2 OF 4 01/

33 SSP-VA 7 5 BASE PATE R (TYP.) R (TYP.) BASE PATE R (TYP.) /2 TOP PATE 1/2 BOTTOM PATE 1/2 TOP PATE 1/2 TOP PATE 1/2 BOTTOM PATE 1/2 BOTTOM PATE SETION A-A FOR W6 x 12 POST SETION A-A FOR W4 x 13 POST SETION A-A FOR S3 x 5.7 POST STANDARD I NSTAATION MEDIAN ONY INSTAATION DIRETION OF TRAFFI SIGN POST DIRETION OF TRAFFI SIGN POST PAYMENT IMIT FOR SIGN POST A T A PATES TO BE SAME MATERIA AS POST REMOVE A GAVANIZING RUNS OR BEADS IN WASHER AREA T PAYMENT IMIT FOR SIGN POST 20 BOT KEEPER PATE T PATES TO BE SAME MATERIA AS POST 2-0 DIAMETER HIGH STRENGTH BOTS WITH HEX T HEAD AND HEX NUT AND 3 WASHERS EAH. STAINESS STEE OR ASTM A325. BOTS TO BE INSTAED WITH TORQUE OF 450 INH BS. FOR TYPE VA-A, USE DIAMETER HIGH STRENGTH BOTS WITH A TORQUE OF 155 INH POUNDS. TOP OF FOUNDATION AT ENTERINE OF POST 2-0 BOT KEEPER PATE FOUNDATION STUB POST (SAME SIZE AS SIGN POST) SHEET 3 OF 4 REVISION DATE 01/ VA SIGN STRUTURE INSTAATION DETAIS 700

34 SSP-VA 1. 4 MAXIMUM PROJETION WHEN MEASURED ABOVE A 60 HORD AIGNED RADIAY TO THE ENTERINE OF THE HIGHWAY AND ONNETING ANY POINT, WITHIN THE ENGTH OF THE HORD, ON THE GROUND SURFAE ON THE OTHER SIDE. 4 MAX (SEE NOTE 1) 2. SEE STANDARD SSP-VIA FOR SHIM DETAI. GROUND INE 60 METHOD TO DETERMINE MAXIMUM PROJETION OF FOUNDATION STUB POST B B BOT KEEPER PATE DATA.040 THIKNESS A HOE DIA. = BOT DIA. + POST SHAPE S3 x 5.7 A 5 B 4 D 1 D W4 x W6 x T6 AUMINUM AOY HOE DIA. = + BOT DIA..040 THIKNESS 6061-T6 AUMINUM AOY BOT KEEPER PATE ATERNATE BOT KEEPER PATE 700 VA SIGN STRUTURE INSTAATION DETAIS REVISION DATE SHEET 4 OF 4 01/

35 SSP-VIA 1. FOUNDATION OATIONS SHA BE APPROVED BY ENGINEER PRIOR TO INSTAATION IN AORDANE WITH SETION MINIMUM VERTIA EARANE (DISTANE BETWEEN BOTTOM OF SIGN PANE AND FINISHED GRADE BENEATH THE PANE) SHA BE 7 FEET FOR ANY PORTION OF THE SIGN WITHIN THE EAR ZONE. THIS MINIMUM VERTIA EARANE MAY BE REDUED TO 5 FEET FOR EITHER OF THE FOOWING ONDITIONS: WHEN SIGNS OR PORTIONS OF SIGNS ARE OATED MORE THAN 10 FEET UP A UT SOPE GREATER THAN 3:1, OR» WHEN THE SIGN IS OATED AT EAST THE MINIMUM DISTANE BEHIND URB, BARRIER, OR GUARDRAI AS PER NOTE SIGN PANE SHA BE DESIGNED IN AORDANE WITH SPD-2, SPD-3 OR SPD THE VERTIA T-BEAM SHA BE 2W X 2D X THIK STRUTURA AUMINUM AOY 6061-T6AT A MINIMUM ENGTH OF 6-0 AND EXTENDED TO THE NEXT HORIZONTA SUPPORT BAR ON THE SSP-VIA STRUTURE. 5. THE T-BEAM SHA BE ATTAHED TO THE SSP-VIA STRUTURE BY THE FOOWING METHODS: T-BEAM FOR THE SPD-2 SIGN PANE SHA BE ATTAHED BY USING A MINIMUM OF TWO POST IP BOTS AT EAH ROSS MEMBER. T-BEAM FOR THE SPD-3 SIGN PANE SHA BE ATTAHED BY USING TWO ASTM F593, AOY 304 STAINESS STEE DIAMETER-16 UN BOT WITH STAINESS STEE NUT AND FAT WASHER AT ZEE BAR ONNETIONS AND TWO POST AMP AND BOT AT EAH TEE-BAR ONNETION. T-BEAM FOR THE SPD-7 SIGN PANE SHA BE ATTAHED BY USING A MINIMUM OF TWO POST AMP AND POST AMP BOTS AT EAH STIFFENER. 6. THE ATERA EARANE TO THE SIGN PANE SHA BE A MINIMUM OF 2 FEET FROM THE FAE OF URB OR 4 FEET FROM FAE OF BARRIER, IF PRESENT. UNESS OTHERWISE APPROVED BY THE ENGINEER, SIGNS PAED BEHIND GUARDRAI SHA BE OATED SUH THAT THE NEAR SIDE EDGE OF THE SIGN PANE IS OUTSIDE OF THE GUARDRAI DEFETION DISTANE. W W 16 0 MAX EXIT SIGN PANE (WHEN REQUIRED) SEE NOTES 4 AND MAX MAX T-BEAM H MAX. EXIT SIGN PANE (WHEN REQUIRED) SEE NOTES 4 AND 5 1 VERTIA EARANE (SEE NOTE 2) UT SOPE 6 MIN. (SEE NOTE 6) 10 MIN. EDGE OF TRAVEWAY 30 MAX. (SEE NOTE 6) 7 MIN. (SEE NOTE 2) H 0.60W (8-0 MIN.) 0.30W (8-0 MIN.) 0.30W (8-0 MIN.) FI SOPE MAX. SOPE 2:1 FI SOPE MAX SOPE 6:1 TYPE VI A SIGN FOUNDATION TYPE VI A SIGN FOUNDATION REFER TO TWO-POST SIGN DETAI FOR ATERA PAEMENT, MOUNTING EEVATION, AND VERTIA EARANE REQUIREMENTS. SHEET 1 OF 10 REVISION DATE 01/ INTERSTATE SIGN STRUTURE INSTAATION DETAIS 700

36 TYPE B ZEE BAR SSP-VIA TOP OF POST TOP OF SIGN B FURNISH 2 EAH GAVANIZED BOT WITH HEX HEAD, HEX NUT AND 2 WASHERS FOR EAH BOT. 5 OPE FOR SHAPES WEIGHING MORE THAN 12 B/FT. NO OPE FOR OTHERS. FIED DRI ZEE AND POST FOR BOTS. POST AMP (TYPIA) SIGN PANE (SPD-2, SPD-3, OR SPD-7) A E D E BASE ONNETION PATE THIKNESS T 1 STIFFENER PATE T R EXTRUDED AUMINUM TEE STIFFENER PATE T2 W SIGN POST FOUNDATION STUB POST BASE ONNETION PATE THIKNESS T1 BOTTOM OF SIGN PANE SHA BE 1 ABOVE TOP OF FRITION FUSE PATE. SETION A-A SETION B-B PAYMENT IMIT FOR SIGN POST SEE DETAI A POST FRITION FUSE PATE INSTA WITH NOTHES TOWARD BASE. UT FANGE AND WEB REMOVE A GAVANIZED RUNS OR BEADS IN WASHER AREA. A A SIGN POST USE SHIMS AS REQUIRED TO PUMB. HINGE PATE TYPIA T TYPIA 1 G ANHOR BOTS H. S. BOT WITH HEX. HEAD, HEX. NUT AND 3 WASHERS WITH EAH BOT. SEE TABES FOR BOT DIAMETER AND TORQUE. TYPIA W 2-9 B B STIFFENER PATE BOT KEEPER PATE FOUNDATION STUB POST SHA BE THE SAME POST SHAPE AS THE SIGN POST. H.S. BOTS DETAI A SIGN POST AND FOUNDATION STUB POST EEVATION DIRETION OF TRAFFI 1. A POST ENGTHS SHA BE FIED HEKED BY ONTRATOR PRIOR TO FABRIATION. 700 INTERSTATE SIGN STRUTURE INSTAATION DETAIS REVISION DATE SHEET 2 OF 10 01/

37 SSP-VIA g g 1 2 HOE DIA. = BOT DIA. + ENTERINE OF SAW UT g/2 c BOT DIA. + FURNISH 2 EAH.063 AND 2 EAH.032 THIK SHIMS PER POE. SHIMS SHA BE FABRIATED FROM BRASS ONFORMING TO ASTM B36 OR FROM STAINESS STEE WITH A MINIMUM HROMIUM ONTENT OF 11.50%. NO MORE THAN 2 SHIMS SHA BE USED PER BOT WITH A MAXIMUM OF 4 SHIMS PER POST. 8 2 a g ENTERINE OF POST PATE THIKNESS = b a d g/2 SHIM DETAI HINGE PATE DETAI FUSE PATE DETAI B B PATE THIKNESS T 2 D E D D A A D B.040 THIKNESS 6061-T6 AUMINUM AOY HOE DIA. = BOT DIA THIKNESS 6061-T6 AUMINUM AOY HOE DIA. = BOT DIA. + STIFFENER PATE BOT KEEPER PATE ATERNATE BOT KEEPER PATE SHEET 3 OF 10 REVISION DATE 01/ INTERSTATE SIGN STRUTURE INSTAATION DETAIS 700

38 SSP-VIA TYPE VI A A B 3-0 ENGTH BAR SIZE D E F G H J K M N O P Q R S T U V W 6-7 X Y Z AA BB DD EE FF GG HH JJ KK BAR NO. SIZE BAR H NO MM NN FOOTING DIMENSIONS D 3-0 d BAR P ENGTH FOOTING BAR P BAR H TYPE DIMENSIONS BAR BAR VI A D d ENGTH SIZE NO. SIZE NO. ENGTH OO PP QQ RR SS TT UU VV WW XX YY ZZ PARAE TO FAE AT FOOTING DIAMETER -6 BAR H EQUA SPAING BASE ONNETION BAR P EQUA SPAING FOUNDATION AB STUB POST A AD AE AF AG AH AJ FOUNDATION AK STUB POST A AM AN AO AP AQ AR AS AT AU AV AW AX AY AZ B BD PAN 2-9 d EEVATION 3 EAR 3 EAR BAR EQUASPAING BAR P 1. 4 MAXIMUM PROJETION WHEN MEASURED ABOVE A 60 HORD AIGNED RADIAY TO THE ENTERINE OF THE HIGHWAY AND ONNETING ANY POINT, WITHIN THE ENGTH OF THE HORD, ON THE GROUND SURFAE ON THE OTHER SIDE. 4 MAX (SEE NOTE 1) GROUND INE BAR H 3 EAR EQUA SPAING DIAMETER = D D-6 METHOD TO DETERMINE MAXIMUM PROJETION OF FOUNDATION STUB POST 700 INTERSTATE SIGN STRUTURE INSTAATION DETAIS REVISION DATE SHEET 4 OF 10 01/

39 SSP-VIA SIGN STRUTURE TYPE VIA A B D E F G H J K M N O P Q R S T U V W X SIGN PANE DIMENSIONS W H POST SHAPE NO. 1 (SEE NOTE 1) W10X W10X W10X W12X W12X W12X W12X W12X W14X W14X W14X W16X W16X W12X W12X W12X W12X W14X W14X W16X POST ENGTH NO. 2 NO. 3 DIA Y 24 8 W16X Z 26 8 W14X ANHOR BOTS 1 TORQUE IN.-BS POST ENGTH IS FOR ESTIMATING PURPOSES ONY. THE ONTRATOR SHA DETERMINE THE ATUA POST ENGTH AT THE FIED OATION OF THE SIGN STRUTURE BASED ON FINISHED GRADE EEVATION. 2. TOTA POST ENGTH QUANTITY = ENGTH OF POST ABOVE THE BOT KEEPER PATE + THE FOUNDATION STUB POST ENGTH (2-9). SHEET 5 OF 10 REVISION DATE 01/ INTERSTATE SIGN STRUTURE INSTAATION DETAIS 700

40 SSP-VIA 1. POST ENGTH IS FOR ESTIMATING PURPOSES ONY. THE ONTRATOR SHA DETERMINE THE ATUA POST ENGTH AT THE FIED OATION OF THE SIGN STRUTURE BASED ON FINISHED GRADE EEVATION. 2. TOTA POST ENGTH QUANTITY = ENGTH OF POST ABOVE THE BOT KEEPER PATE + THE FOUNDATION STUB POST ENGTH (2-9). SIGN STRUTURE TYPE VIA AA BB DD EE FF GG HH JJ KK MM NN OO PP QQ RR SS TT UU VV WW XX YY ZZ SIGN PANE POST ENGTH DIMENSIONS POST (SEE NOTE 1) ANHOR BOTS W H SHAPE NO. 1 NO. 2 NO. 3 DIA. TORQUE W12X W18X W18X W12X W14X W14X W14X W16X W16X W18X W18X W21X W21X W21X W12X W12X W14X W14X W16X W16X W14X W18X W18X W18X W21X IN.-BS INTERSTATE SIGN STRUTURE INSTAATION DETAIS REVISION DATE SHEET 6 OF 10 01/

41 SSP-VIA SIGN STRUTURE TYPE VIA SIGN PANE DIMENSIONS W H POST ENGTH (SEE NOTE 1) ANHOR BOTS POST TORQUE SHAPE NO. 1 NO. 2 NO. 3 DIA. IN.-BS. AB A W16X26 W16X AD AE AF AG AH AJ AK A W14X W16X W18X W21X W18X35 W18X W18X W16X POST ENGTH IS FOR ESTIMATING PURPOSES ONY. THE ONTRATOR SHA DETERMINE THE ATUA POST ENGTH AT THE FIED OATION OF THE SIGN STRUTURE BASED ON FINISHED GRADE EEVATION. 2. TOTA POST ENGTH QUANTITY = ENGTH OF POST ABOVE THE BOT KEEPER PATE + THE FOUNDATION STUB POST ENGTH (2-9). AM W18X AN AO W18X40 W21X AP W16X AQ W18X AR W18X AS W21X AT W21X AU AV W18X40 W21X AW W18X AX W18X AY W21X AZ B BD W21X W21X W21X SHEET 7 OF 10 REVISION DATE 01/ INTERSTATE SIGN STRUTURE INSTAATION DETAIS 700

42 SPD-4 TYPE VA-A TYPES VA-B, VA-, VA-D, VA-E, VA-, VA-M, VA-N AND VA-O TYPE VA-F 2 1 W 2 6 DIA. x 1 BOTS (GAV.) WITH HEX NUT AND OKWASHER W W c H d d c c TEE TEE H TEE BARS W c d UNESS OTHERWISE NOTED THE TOP OF THE SIGN PANE SHA NOT EXTEND ABOVE THE SIGN POST NO GREATER THAN THE DISTANE OF c. TYPE VA-G TYPE VA-K TYPE VA-A2 W W TEE BARS 1 FROM TOP OF SIGN TO TOP OF POST W TEE TEE d c H TEE TEE d c c TEE BARS H TEE TEE c d c 8 SIGN PANE DESIGN SHEET 1 OF 2 REVISION DATE /15

43 POST AMP DETAI SPD-4 ENTERINE HOE FOR DIAMETER 1 SQUARE HEAD STAINESS STEE BOT DIAMETER RIVET x 2 ONG WITH SEF-OKING NO FIET NUT AND ONE FAT WASHER. FASTENING SERRATE DEP AT ENTERS 1 TEE SIGN PANE MINUS DRAFT DIA. OR EG OF AMP IS FOR ADJUSTMENT TO POST RIVETS SHA BE DOME HEAD, BREAK MANDRE, BIND RIVETS FANGE ONFORMING TO INDUSTRIA FASTENERS INSTITUTE STANDARD IFI-114, STYE 1, GRADES 10 OR 11 EXEPT THAT THE MINIMUM DIA. UTIMATE TENSIE STRENGTH SHA BE 360 POUNDS. RIVETS R (TYP.) SHA HAVE A GRIP RANGE AOMMODATING THE OMBINED THIKNESS OF THE SIGN PANE AND ZEE BAR AND SHA BE INSTAED IN AORDANE WITH THE MANUFATURER S REOMMENDATIONS TEE ROSS SETION TEE BAR SPAING HART STRUTURE SIGN PANE TEE 6061-T6 TYPE DIMENSIONS 2.5 x B/FT. W H c d NUMBER ENGTH AMP VA-A VA-B VA VA-D VA-E VA-F VA-G EAH 2-10 & VA-K VA-K VA VA-M VA-A VA-N VA-O GAGE INE R (TYP.) AUMINUM 6061-T BS./FT SIGN PANE DESIGN 701 REVISION DATE 01/15 SHEET 2 OF

44 SPD-6 TYPES VA-B, VA-, VA-D, VA- AND VA-M TYPES VA-E, VA-N AND VA-O TYPES VA-F TYPES VA-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 VA-K W MEDIUM STIFFENER STIFFENER TO POST ATTAHMENT DETAI STRUTURE STIFFENERS TYPE VA-B VA- VA-D VA-E VA-F VA-G VA-K W H c d NO SIZE MEDIUM MEDIUM MEDIUM MEDIUM MEDIUM MEDIUM MEDIUM VA MEDIUM MEDIUM DETAI.735 Ref P.I H H c d c c d c 1 VA-M MEDIUM VA-N MEDIUM VA-O MEDIUM R(4) SEE STANDARD SPD-4 FOR POST AMP AND BOT DETAIS..010 DEEP X 90 UNESS OTHERWISE NOTED THE TOP OF THE SIGN PANE SHA NOT EXTEND ABOVE THE SIGN POST NO GREATER THAN THE DISTANE OF c NOTE: RIVETS SHA BE USED FOR SEURING THE STIFFENERS TO THE SIGN UNESS OTHERWISE SPEIFIED OR APPROVED, AND SHA BE MINIMUM DIAMETER BY ONG AUMINUM AND APABE OF WITHSTANDING A MINIMUM SHEAR FORE OF 460BS. RIVET SPAING FOR ATTAHING THE STIFFENERS TO THE SIGN PANE SHA BE 6 MAXIMUM BEGINNING 1 FROM THE ENDS OF THE SIGN PANE. SIGN PANE DESIGN SHEET 1 OF REVISION DATE 01/15 701