IIS02_02 CG-12 REMOVED 6 FEET FOR ALTERATIONS FROM NOTES.
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2 PGE INTERIM STNR REVISION IIS02_02 G-12 REMOVE FEET FOR LTERTIONS FROM NOTES IIS02_03 G-12 E LEL ON ETILS T OTTOM OF PGE TO LRIFY THT THE LNING IS SLOPE IIS02_04 G-12 JUSTE SETION - TO SHOW THE ELEVTION IFFERENE ETWEEN THE RMP N LNING IIS0_08 GR-INS REVISE TLE I TO INLUE 7 N TOTL SHOULER WITH. JUSTE NOTES SPEIFYING GR-2 WHEN ESIGN SPEES RE GRETER THN 4 MPH IIS13_02 PF-8 REVISE ELEVTION FOR FOUNTION OVE GRE N UPTE NOTES IIS13_4 PF-8 REVISE ELEVTION FOR FOUNTION OVE GRE N UPTE NOTES IIS13_04 OSS-1 E SEON NUT TO ETIL TO E ONSISTENT WITH THE URRENT REQUIREMENT TO PROVIE TWO NUTS ON NILLRY STRUTURES OVE THE SE PLTE. If you have any questions or comments regarding this revision, please contact harles Patterson P.E., at (804) , of the Standards and Special esign Section. Sincerely, Signature on file ate: ugust 4, Thrasher, P.E. State Location & esign Engineer Page 2 of 2
3 G-9 WITH OF EXISTING OR PROPOSE SIEWLK OR SIEWLK SPE EXPNSION " UNPVE SPE 2 R F E WITH OF ENTRNE EXPNSION 2-0" F E UR INLUE IN ENTRNE GUTTER FLOW LINE L ENTRNE ENTER LINE L NOTE: ENTRNE SYMMETRIL OUT LIMITS OF PE. UNPVE SPE LIMITS OF PE. ENTRNE NON-TRVERSLE SLOPE WITH OF ENTRNE NON-TRVERSLE SLOPE ITIONL RIGHT-OF-WY IS REQUIRE IF THE LIMITS OF PEESTRIN EXTEN EYON EXISTING OR PROPOSE VOT RIGHT-OF WY. -0" -0" -0"-0" LIMITS OF PE. UNPVE SPE LIMITS OF PE. PEESTRIN ETIL WITH & WITHOUT UNPVE SPE 2-0" WITH OF GUTTER EGE OF PVEMENT EXPNSION ENTRNE WITH ESIRLE MINIMUM 1 SOLUTE MINIMUM 12 PEESTRIN S PROVIE ONTINUOUS UNOSTRUTE, STLE, FIRM N SLIP RESISTNT PTH ONNETING LL ESSILE ELEMENTS OF FILITY THT N E PPROHE, ENTERE N USE Y PEESTRINS. IF IS JENT TO K OF UR, MINIMUM WITH SHOUL E. SETION F-F HLF PLN IF PEESTRIN S RE EING PROVIE, MINIMUM TRVERSLE WITH IS REQUIRE WITH MX. 2% ROSS SLOPE. 2-0" UNPVE SPE SIEWLK SPE PROLI URVE WHEN USE IN ONJUNTION WITH STNR G-3 OR G-7, THE UR FE ON THIS STNR IS TO E JUSTE TO MTH THE MOUNTLE UR ONFIGURTION. NORML GUTTER 7" 0 TO 10 HNGE LSS 3 (H.E.S.) ON. SETION E-E 1-3" " GGR. SE TYPE SIZE 21-0" 12 MX. SLOPE -0" POINT OF GRE HNGE FOR UR N GUTTER ONLY FOR SIEWLK, UR N GUTTER UILT ONURRENTLY SETION - 12 MXIMUM INRESE IN SLOPE T MINIMUM 10 INTERVLS 3 MXIMUM ERESE IN SLOPE FOR FIRST 10 INTERVL N 8 MXIMUM ERESE FOR SUEEING MINIMUM 10 INTERVLS SETION - STNR ENTRNE GUTTER 02 REVISION TE SHEET 1 OF
4 G-9 WITH OF ENTRNE RIUS FROM K OF SIEWLK OR UNPVE SPE EXISTING OR PROPOSE SIEWLK OR SIEWLK SPE UNPVE " SPE EXPNSION WITH OF ENTRNE EXPNSION FLOW LINE UR INLUE IN ENTRNE GUTTER L ENTRNE ENTER LINE NOTE: ENTRNE SYMMETRIL OUT L LIMITS OF PEESTRIN UNPVE SPE LIMITS OF PEESTRIN NON-TRVERSLE SLOPE WITH OF ENTRNE -0" NON-TRVERSLE SLOPE -0" -0" -0" LIMITS OF PEESTRIN UNPVE SPE LIMITS OF PEESTRIN PEESTRIN ETILS WITH & WITHOUT UPVE SPE WITH OF GUTTER EXPNSION ENTRNE WITH ESIRLE MINIMUM 1 SOLUTE MINIMUM 12 ITIONL RIGHT-OF-WY IS REQUIRE IF THE LIMITS OF PEESTRIN EXTEN EYON EXISTING OR PROPOSE VOT RIGHT-OF WY. 1-3" 1" EGE OF PVEMENT HLF PLN PEESTRIN S PROVIE ONTINUOUS UNOSTRUTE, STLE, FIRM N SLIP RESISTNT PTH ONNETING LL ESSILE ELEMENTS OF FILITY THT N E PPROHE, ENTERE N USE Y PEESTRINS. IF PEESTRIN S RE EING PROVIE, MINIMUM TRVERSLE WITH IS REQUIRE WITH MX. 2% ROSS SLOPE. SETION - UNPVE SPE SIEWLK SPE PROLI URVE WHEN USE IN ONJUNTION WITH STNR G-3 OR G-7, THE UR FE ON THIS STNR IS TO E JUSTE TO MTH THE MOUNTLE UR ONFIGURTION. 2-0" NORML GUTTER 7" 0 TO 10 HNGE " GGREGTE SE LSS 3 (H.E.S.) ON. SETION - TYPE I SIZE 21-0" 12 MX. SLOPE -0" POINT OF GRE HNGE 2-0" FOR UR N GUTTER ONLY FOR SIEWLK, UR N GUTTER UILT ONURRENTLY SETION - 12 MXIMUM INRESE IN SLOPE T MINIMUM 10 INTERVLS 3 MXIMUM ERESE IN SLOPE FOR FIRST 10 INTERVL N 8 MXIMUM ERESE FOR SUEEING MINIMUM 10 INTERVLS SETION - STNR ENTRNE GUTTER SHEET 1 OF 1 REVISION TE
5 G-11 (RIUS TO E S SHOWN ON PLNS) SIEW LK NOTE: WHEN PEESTRIN ROSSES OMERIL ENTRNE THE ROSS SLOPE SHLL E 2% FOR WITH OF FEET. G-2 OR G- (SEE NOTE 1) STREET PPROH SME SURFING S MINLINE ROWY (SEE NOTE 3) (RIUS TO E S SHOWN ON PLNS) GENERL NOTES 1. WHEN USE IN ONJUNTION WITH STNR G-3 OR G-7, THE UR FE ON THIS STNR IS TO E JUSTE TO MTH THE MOUNTLE UR ONFIGURTION. EXPNSION SIEWLK (SEE NOTE ) NOTE: WITH "" 2-0" OR S SHOWN ON TYPIL SETION. OF SIE STREET L OPTIONL FLOW LINE MINLINE ROWY SIEWLK UNPVE SPE EXPNSION SEE STNR G-12 FOR UR RMP ESIGN TO E USE WITH THIS STNR. MINLINE PVEMENT SHLL E ONSTRUTE TO THE R/W LINE (EXEPT NY SUGRE STILIZTION REQUIRE FOR MINLINE PVEMENT WHIH N E OMITTE IN THE ENTRNE.) 4. RIL UR OR OMINTION UR N GUTTER SHLL NOT E ONSTRUTE EYON THE R/W LINE EXEPT FOR REPLEMENT PURPOSES. PLN VIEW ENTRNE NOTES EGE OF PVEMENT OR OPTIONL FLOW LINE MINLINE ROWY. MINLINE ROWY SLOPE 10 PROLI URVE (ENTRNE ONLY) 8 MX. GRE HNGE 8 MX. GRE HNGE 20 MINIMUM FOR OMMERIL ENTRNE (SEE NOTE 7). WHEN THE ENTRNE RII NNOT OMMOTE THE TURNING REQUIREMENTS OF NTIIPTE HEVY TRUK TRFFI, THE EPTH FOR SIEWLK & UR RMPS WITHIN THE LIMITS OF THE RII SHOUL E INRESE TO 7". (SEE G-13). PLNS RE TO INITE WHEN ONSTRUTION OF FLOW LINE IS REQUIRE TO PROVIE POSITIVE RINGE ROSS THE ENTRNE. 7. THE ESIRLE N MXIMUM ENTRNE GRE HNGES "" RE LISTE IN THE LLOWLE ENTRNE GRE TLE. THESE VLUES RE NOT PPLILE TO STREET ONNETIONS. INTERSETION NOTES ONSTRUT GRE HNGES WITH PROLI URVE. SETION - 8. WHEN G-11 IS USE FOR STREET ONNETIONS, THE ONNETION MUST E ESIGNE IN ORNE WITH SHTO POLIY N THE PPLILE REQUIREMENTS OF THE VOT RO ESIGN MNUL, INLUING STOPPING SIGHT ISTNE N K VLUE REQUIREMENTS. 4" 2" 9. OPTIONL FLOWLINE MY REQUIRE WRPING OF PORTION OF GUTTER TO PROVIE POSITIVE RINGE ROSS THE INTERSETION. LLOWLE ENTRNE GRE HNGES LSS 3 (H.E.S.) ONRETE " 1":1 7" HIGH ENTRNE VOLUME MORE THN 100 VP GRE HNGE "" ESIRLE 0 MXIMUM 3 SETION - MEIUM LOW VP LESS THN 00 VP 3 8 NOTE: LLOWLE ENTRNE GRE TLE IS NOT PPLILE TO STREET ONNETIONS 02 METHO OF TRETMENT (ONNETION FOR STREET INTERSETIONS N OMMERIL ENTRNES) REVISION TE SHEET 1 OF
6 G-12 GENERL NOTES: THE ETETLE WRNING SHLL E PROVIE Y TRUNTE OMES. ETETLE WRNING SHLL E FROM THE MTERILS PPROVE LIST FOR ETETLE WRNING SUFES. PROUTS NOT LISTE SHLL MEET THE REQUIREMENTS OF THE SPEIL PROVISION FOR G-12 ETETLE WRNING SURFE N SHLL E SUMITTE TO THE STNRS N SPEIL ESIGN SETION FOR PPROVL. NOTE: OMPONENTS OF UR RMPS ONSIST OF THE FOLLOWING: HYRULI EMENT SIEWLK (EPTH IN INHES, RE IN SQURE YRS) UR WHEN REQUIRE (G-2 OR G-3 IN LINER FEET) ETETLE WRNING SURFE (RE IN SQURE YRS) EH OF THE OVE ITEMS IS SEPRTE PY ITEM N SHOUL E SUMMRIZE FOR EH UR UT RMP. SIEWLK MX RMP MX SLOPING SIES OF UR RMP MY E POURE MONOLITHILLY WITH RMP FLOOR OR Y USING PERMISSILE ONSTRUTION WITH REQUIRE RS. IF RMP FLOOR IS PREST, HOLES MUST E PROVIE FOR OWEL RS SO THT JOINING FLRE SIES N E ST IN PLE FTER PLEMENT OF PREST RMP FLOOR. PREST ONRETE SHLL E LSS -4. REQUIRE RS RE TO E NO. X 8" PLE 1 ENTER TO ENTER LONG OTH SIES OF THE RMP FLOOR, MI-EPTH OF RMP FLOOR. MINIMUM ONRETE OVER 1". TYPE PERPENIULR 10:1 MX UR / UR N GUTTER SLOPE TRNSITIONS JENT TO UR RMPS RE INLUE IN PYMENT FOR UR / UR N GUTTER. UR RMPS RE TO E LOTE S SHOWN ON THE PLNS OR S IRETE Y THE ENGINEER. THEY RE TO E PROVIE T INTERSETIONS WHEREVER N ESSILE ROUTE WITHIN THE RIGHT OF WY OF HIGHWY FILITY ROSSES UR REGRLESS OF WHETHER SIEWLK IS EXISTING, PROPOSE, OR NONEXISTENT. THEY MUST E LOTE WITHIN PEESTRIN S S SHOWN ON PLNS OR S IRETE Y THE ENGINEER, N SHOUL NOT E LOTE EHIN VEHILE STOP LINES, EXISTING LIGHT POLES, FIRE HYRNTS, ROP INLETS, ET. ESSILE ROUTES PROVIE ONTINUOUS UNOSTRUTE, STLE, FIRM N SLIP RESISTNT PTH ONNETING LL ESSILE ELEMENTS OF FILITY THT N E PPROHE, ENTERE N USE Y PEESTRINS. RMPS MY E PLE ON RIL OR TNGENTIL SETIONS PROVIE THT THE UR OPENING IS PLE WITHIN THE LIMITS OF THE N THT THE SLOPE T THE ONNETION OF THE UR OPENING IS PERPENIULR TO THE UR. TYPIL ONRETE SIEWLK IS 4" THIK. WHEN THE ENTRNE RII NNOT OMMOTE THE TURNING REQUIREMENTS OF NTIIPTE HEVY TRUK TRFFI, REFER TO STNR G-13, OMMERIL ENTRNE (HEVY TRUK TRFFI) FOR ONRETE EPTH. WHEN UR RMPS RE USE IN ONJUNTION WITH SHRE USE PTH, THE MINIMUM WITH SHLL E THE WITH OF THE SHRE USE PTH. WHEN ONLY ONE UR RMP IS PROVIE FOR TWO ROSSINGS (IGONL), x LNING RE SHLL E PROVIE TO MNEUVER WHEELHIR INTO THE WITHOUT GOING INTO THE TRVELWY. THIS x LNING RE MY INLUE THE GUTTER PN. LL SES WHERE UR RMPS INTERSET RIL SETION OF UR T ENTRNES OR STREET ONNETIONS THE ETETLE WRNING SURFE SHLL HVE FTORY RIUS OR E FIEL -MOIFIE S REOMMENE Y THE MNUFTURER TO MTH THE K OF UR. MIN MX MX MX TYPE PRLLEL TYPE MX PRLLEL & PERPENIULR 1."-2.4" - MX MX T, 2" HIGHER THN EGE OF PVEMENT T TRUNTE OME MIN 0.", SME S TOP OF UR ETETLE WRNING T K OF UR SEE NOTE 12. LNING RMP ETETLE WRNING INSTLLE ON RIUS 0.2" TRUNTE OME ETIL 0%-% OF SE IMETER TOP IMETER 0.9"-1.4" SE IMETER 1."-2.4" - VRILE FULL WITH OF RMP FLOOR PY LIMITS ETETLE WRNING ETIL 2-0" SHEET 1 OF REVISION TE G-12 ETETLE WRNING SURFE (GENERL NOTES) 10 02
7 G-12 PERMISSILE ONSTRUTION OWEL, 8" 12" - # MX 10:1 MX 2 MX 10:1 MX 12-0" Min. TRUNTE OME SEE SHEET 1 OF FOR ETILS -0" Min. TYPIL ESIGN K OF UR MX. MX. 20: 1 2 SETION - PERMISSILE ONSTRUTION SETION - UR TYPE WITH UFFER STRIP NOTES: FOR GENERL NOTES ON THE ETETLE WRNING SURFE, SEE SHEET 1 OF. THIS ESIGN TO E USE FOR ONSTRUTION THT INORPORTES WIER SIEWLK. LNING ( WIE) REQUIRE T TOP OF UR RMP. MINIMUM UR RMP LENGTH 8 FEET FOR NEW ONSTRUTION. ROSSW LK TYPIL PLEMENT T INTERSETION WITHIN ROSSW LK TYPIL PLEMENT T INTERSETION WITHIN (WITH UFFER STRIP) SQURE LNING RE OUTSIE OF TRVELWY SHLL E PROVIE WITHIN THE MRKE RE. ROSSW LK IGONL PLEMENT SQURE LNING RE OUTSIE OF TRVELWY SHLL E PROVIE WITHIN THE MRKE RE. ROSSW LK IGONL PLEMENT WITH UFFER STRIP G-12 ETETLE WRNING SURFE TYPE (PERPENIULR) PPLITION REVISION TE SHEET 2 OF 203.0
8 G-12 # OWELS, 8" LONG T 12" -. PERMISSILE ONSTRUTION MX. MX. MIN MX 2 MX MX MX. WITH UFFER STRIP RMP (SEE TLE) RMP (SEE TLE) TRUNTE OMES SEE SHEET 1 OF FOR ETILS MX. MX. MX. MIN K OF UR -0" MIN SHPE TO MTH FE OF ROWY UR 48 : 1 MX. WITH UFFER STRIP 20:1 48 : 1 MX. MX. MX. MX. 2 SETION - PERMISSILE ONSTRUTION UR ROSSW LK WITHOUT UFFER STRIP NOTES: ROWY GRE IN PERENT MINIMUM RMP LENGTH IN FEET 4" UR " UR SETION - FOR GENERL NOTES ON THE ETETLE WRNING SURFE, SEE SHEET 1 OF. THE REQUIRE LENGTH OF PRLLEL RMP IS LIMITE TO 1 FEET, REGRLESS OF THE SLOPE. TYPE PRLLEL PPLITION ROSSW LK WITH UFFER STRIP LNING MX. SLOPE MX. OUTSIE OF TRVELWY SHLL E PROVIE FOR WITHIN THE MRKE RE. TYPIL PLEMENT T INTERSETION WITHIN SQURE LNING RE PERPENIULR ROSSW LK Max Min MX. LNING MX. SLOPE Max WITHIN THE MRKE RE. UR SIEWLK SQURE LNING RE OUTSIE OF TRVELWY SHLL E PROVIE FOR PERPENIULR WITHIN THE MRKE RE. SQURE LNING RE OUTSIE OF TRVELWY SHLL E PROVIE FOR PERPENIULR UFFER STRIP IGONL PLEMENT SHEET 3 OF REVISION TE G-12 ETETLE WRNING SURFE TYPE (PRLLEL) PPLITION 10 02
9 G-12 SIE WLK ". PERMISSILE ONST. Min. 1 MX MX 2:1 3 TYP UFFER STRIP ROSSW LK TNGENT PLN TRUNTE OMES 2-0" -0" SEE SHEET 1 OF FOR ETILS SHPE TO MTH FE OF ROWY UR SQURE LNING RE OUTSIE OF TRVELWY SHLL E PROVIE WITHIN THE MRKE RE. TYPIL PLEMENT T INTERSETION WITH UFFER STRIP K OF UR 20 : 1 12: 1 MX. 48: 1MX. 48: 1MX. T, 2" HIGHER THN EGE OF PVEMENT T, SME S TOP OF UR 2 SETION - MX.. MX. 48: 1 MX. TYP. 2 3 Typ. T, 2" HIGHER THN EGE OF PVEMENT T, SME S TOP OF UR PRLLEL & PERPENIULR ROWY GRE IN PERENT TYPE PPLITION MINIMUM RMP LENGTH IN FEET 4" UR " UR THE REQUIRE LENGTH OF PRLLEL RMP IS LIMITE TO 1 FEET, REGRLESS OF THE SLOPE TYP. 2 MX. MX. 48: 1 T, 2" HIGHER THN EGE OF PVEMENT T, SME S TOP OF UR NOTES: FOR GENERL NOTES ON THE ETETLE WRNING SURFE, SEE SHEET 1 OF. THE SELETION OF UR TYPE N THE ONFIGURTION OF THE UFFER STRIP MY VRY TO MEET EXISTING FIEL ONITIONS N ROWY GEOMETRIS PROVIING THE IMENSIONS N SLOPES RE S NOTE. THIS OMINE (PRLLEL & PERPENIULR) ESIGN N E USE WITH JOINING UFFER STRIP. LNING T OTTOM OF TWO SLOPING SIES WITH X. IMENSIONS. THE SHORT PERPENIULR RUN TO THE STREET N E PROTETE Y LNSPE SETK OR ONNETE TO THE SIEWLK WITH WRPE SURFE. MX G-12 ETETLE WRNING SURFE TYPE (PRLLEL & PERPENIULR) PPLITION REVISION TE SHEET 4 OF
10 GR-INS FE OF GURRIL IS TO E LIGNE WITH FE OF UR. VRIES 2 OR LESS 12 MINIMUM ESIGN SPEE > 4 MPH USE GR-2 SHOULER HINGE POINT SHOULER SLOPE 10:1 OR FLTTER SHOULER HINGE POINT SHOULER HEIGHT PER STNR GR-2 OR GR-8 SLOPE STEEPER THN 10:1 UT NO STEEPER THN :1 MESURING GURRIL HEIGHT ON FRONT SLOPE RELTIVE TO SHOULER HINGE POINT SHOULER SLOPE EXTENE ESIGN SPEE < 4 MPH USE GR-2. 4" SPHLT UR SPHLT ONRETE K-UP MTERIL 4" PPROH PVE SHOULER SPHLT UR SETION 27 "MIN 28 "MX TLE I NORML GURRIL LOTION-THROUGH FE OF GURRIL IS TO E LIGNE WITH FE OF UR ESIGN SPEE > 4 MPH USE GR-2 TRFFI LNES LEFT OF TRFFI TOTL SHOULER WITH PVE SHOULER WITH (S) (P S ) (PVE & GRE) (SEE NOTE) OFFSET FROM EGE OF TRVELE WY TO FE OF GURRIL (O) 27 "MIN 28 "MX ESIGN SPEE < 4 MPH USE GR-2 TRVEL LNE OR SHOULER 27 "MIN 28 "MX ,, or 10 3,, or 3 or 3 or or GR-2 INSTLLTION WITH G-3 OR G-7 UR FOR GURRIL ESIGN POLIIES USING UR & GUTTER OR URN ESIGNS WITH SIEWLK OR SIEWLK SPE SEE PPENIX I OF THE RO ESIGN MNUL 1 TO 2 O 12 MINIMUM P S 7 0 or TOTL SHOULER WITH (S) (PVE & GRE) 1 TLE II NORML GURRIL LOTION-THROUGH TRFFI LNES RIGHT OF TRFFI PVE SHOULER WITH (P S ) (SEE NOTE) OFFSET FROM TO FE OF GURRIL (O) or 10 EGE OF TRVELE WY 12 SHOULER REOVERLE S RE-:1 SLOPE 11 3, or GURRIL LOTION ON REOVERLE SLOPE NOTE: PVE SHOULER WITHS SHOWN RE MINIMUM. THE PVE SHOULER MY E EXTENE TO THE FE OF THE RIL. THE PVE WITH USE SHLL E IN ORNE WITH THE ROWY LSSIFITION S EFINE IN THE RO ESIGN MNUL. SEE STNR M-4 FOR PVING UNER GURRIL. 9 0, 3, or 0 or or NORML GURRIL LOTION OPY OF THE ORIGINL SELE N SIGNE RWING IS ON FILE IN THE ENTRL OFFIE. W-EM GURRIL INSTLLTION RITERI REVISION TE SHEET OF
11 PF-8 24" OLT IRLE -0" SEE NOTE 1-4" 2 -" NOTES: 1. NHOR OLTS SHLL HVE RING OR NUTS N WSHERS ON THE ENS OF OLTS EMEE IN FOUNTION. PLN VIEW " 2. NHOR OLT LYOUT SHLL E HEKE GINST LTEST PPROVE STRUTURE RWINGS. MINIMUM OF EIGHT 2" IMETER NHOR OLTS RE REQUIRE. GROUNING ELETROE 3. LL ONUITS S SPEIFIE IN THE ONTRT OUMENTS. IN ITION 1-1 " ONUIT REQUIRE FOR GROUNING ELETROE ONUTOR. 2-2" PV ONUITS REQUIRE FOR FUTURE USE. NOTE THT ITIONL SPRE ONUITS MY E REQUIRE Y THE ONTRT OUMENTS. 4. IF NEEE IN SLOPE ONITIONS TO MINTIN POSITIVE RINGE ROUN THE FOUNTION N TO PROVIE THE LERNES SHOWN IN ETIL, THE ONTRTOR SHLL RE-GRE N RETINING UR OR MTERIL ON THE UP SLOPE WHEN PPROVE Y THE ENGINEER. RE-GRING N RETINING UR SHLL E INLUE IN THE PRIE I FOR FOUNTION.. FOUNTION SHLL E ESIGNE FOR TORSION. WINGS MY E USE FOR TORSIONL RESISTNE IF REQUIRE.. NHOR OLTS N OLT TEMPLTE SHLL E FURNISHE WITH POLE. POLE SHLL E ENTERE ON FOUNTION. ONUITS TO EXTEN " OVE FOUNTION POLE (SEPRTE PY ITEM) SEE ETIL GROUNING ELETROE ONUTOR 4" 7. EH FOUNTION SHLL E PERMNENTLY MRKE TO INITE LL SIES FROM WHIH ONUITS PSS. THIS MRK SHLL E ME WITH TROWEL WHEN FINISHING THE ONRETE N SHLL E " EEP N 4" TO " LONG. LOTIONS OF EMPTY ONUITS SHLL HVE N ITIONL 2" LONG MRK ME PERPENIULR TO N ENTERE ON THIS MRKING. 8. GROUNING USHINGS SHLL E INSTLLE ON EH EN OF METL ONUITS. 9. EMPTY ONUITS SHLL E PLUGGE TO PREVENT MOISTURE N ROENT ENTRY. 10. ELL ENS SHLL E INSTLLE ON EH EN OF PV ONUITS. 11. NO MORTR, GROUT, OR ONRETE SHLL E PLE ETWEEN OTTOM OF SE PLTE N TOP OF FOUNTION. 12. HEIGHT, WITH, EPTH, N REINFOREMENT OF FOUNTION SHLL E S REQUIRE Y FOUNTION ESIGNER. 13. OPEN ENS OF ONUITS WITH ONUTORS INSTLLE SHLL E SELE WITH N PPROVE OUTOOR, WTERPROOF, SILIONE SELNT. THE SELNT SHLL NOT HVE ELETERIOUS EFFET ON LE OVERINGS. 14. FOUNTIONS SHLL NOT E INSTLLE IN THE ENTER OF RINGE ITH. IF PPROVE Y THE ENGINEER, FOUNTIONS MY E INSTLLE IN THE SLOPE OF RINGE ITH T N PPROVE HEIGHT OVE GRE. THE FOUNTION SHLL NOT E PLE IN THE FRONT SLOPE UNLESS THE ENGINEER ETERMINES THT K SLOPE PLEMENT IS NOT FESILE. LIMIT OF PYMENT FOR FOUNTION 18" GROUNING ELETROE WING HEIGHT SEE NOTE REINFOREMENT S REQUIRE Y FOUNTION ESIGNER NHOR OLTS (SEE NOTES 1 N 2) VERTIL REINFOREMENT 1% GROSS RE OF OLUMN 1. THE EGE OF THE FOUNTION SHLL E 1-0" FROM THE EGE OF PEESTRIN PTH, OR 3-0" FROM THE EGE OF SHRE USE PTH (SEE ETIL ). IF PPROVE Y THE ENGINEER, FOUNTIONS MY E PLE IMMEITELY JENT TO PEESTRIN PTH. -0" 1. SPRE FOOTING MY E USE IF PPROVE Y THE ENGINEER. SIE VIEW SHEET 1 OF 2 REVISION TE OPY OF THE ORIGINL SELE N SIGNE RWING IS ON FILE IN THE ENTRL OFFIE. SIGNL POLE FOUNTION INSTLLTION ETILS 700
12 PF-8 12" MX. -0" UNLESS IRETE OTHERWISE Y THE ENGINEER 12" -0" 12" -0" MX. UNLESS IRETE OTHERWISE Y THE ENGINEER ESIGN FOUNTION EPTH 2-0" SOIL OVER 12" SIEWLK OR PEESTRIN SEE NOTE 1 2-0" SOIL OVER NHOR OLTS ETIL FOUNTION NOT IN SIEWLK ETIL ETIL FOUNTION JENT TO SIEWLK ETIL -0" 12" SIEWLK OR PEESTRIN " PREFORME FILLER 12" -0" MX. UNLESS IRETE OTHERWISE Y THE ENGINEER " PROJETION OVE TOP NUT OLT PROJETION S REQUIRE Y SIGNL 2-0" SOIL OVER POLE MNUFTURER LEVELING NUTS N WSHERS POLE IRULR SE PLTE ISTNE ETWEEN OTTOM OF SE PLTE N TOP OF FOUNTION SHLL E NO GRETER THN THE IMETER OF NHOR OLT PLUS ONE INH. ETIL LTERNTE FOUNTION JENT TO SIEWLK ETIL NHOR OLTS (IF PPROVE Y THE ENGINEER) ETIL NHOR OLT N SE PLTE ONNETION ETIL 2" I. NHOR OLTS 700 OPY OF THE ORIGINL SELE N SIGNE RWING IS ON FILE IN THE ENTRL OFFIE. SIGNL POLE FOUNTION INSTLLTION ETILS REVISION TE SHEET 2 OF
13 OSS-1 SPN STRUTURE SPN LENGTH EN POLE WIRE INLET (TYPIL). SEE NOTE 1. SEE SHEET 3 OF 7 WIRE INLET (TYPIL). SEE NOTE 1 EN POLE HN HOLE N OVER 4" X 8" MINIMUM TOP OF FOUNTION 1 -" SEE NOTE 3 GURRIL HIGHEST POINT IN ROWY VERTIL LERNE (SEE NOTE ) SEE SHEET 2 OF 7 SEE NOTE 3 GURRIL HN HOLE N OVER 4" X 8" MINIMUM SEE NOTE 7 SEE NOTE EGE OF SHOULER SEE NOTE 1-0" SEE NOTE 7 NOTES: NTILEVER STRUTURE 1-0"MX. SEE SHEET 3 OF " IMETER WIRE INLETS SHLL E PROVIE T THE FOLLOWING LOTIONS:. ON SPN STRUTURES ON THE FRONT LEG OF EN POLE 12" ELOW OTTOM HOR.. ON NTILEVER STRUTURES ON POLE 12" ELOW OTTOM HOR.. ON SPN STRUTURES ELOW OTTOM HOR T ENTERLINE EHIN FIRST SIGN PNEL FROM EH EN POLE.. ON NTILEVER STRUTURES ELOW OTTOM HOR T ENTERLINE EHIN FIRST SIGN PNEL FROM POLE. 2. LL UNUSE WIRE INLETS SHLL E PPE WTER TIGHT. 3-0" POLE RM ONNETION 3. ISTNE SHLL E NO LESS THN THE MINIMUM INITE IN GURRIL STNRS. POLE TOP OF FOUNTION 1 -" 1 1/2 " IMETER WIRE INLETS INSTLL ON SIE OPPOSITE TRFFI. 1 1/2 " IMETER WIRE INLET T ENTERLINE OF SIGN PNEL, EHIN FIRST SIGN ONLY. HN HOLE N OVER 4" X 8" MINIMUM. SEE NOTE 3 GURRIL HIGHEST POINT IN ROWY VERTIL LERNE (SEE NOTE ) 4. NO MORTR, GROUT, OR ONRETE SHLL E PLE ETWEEN OTTOM OF SE PLTE N TOP OF PEESTL.. THE MXIMUM SPE ETWEEN THE OTTOM OF THE SE PLTE N THE TOP OF THE FOUNTION SHLL E NO MORE THN THE IMETER OF THE NHOR OLT PLUS ONE INH..VERTIL LERNE FOR OVERHE SIGN STRUTURES SHLL E NO LESS THN 19 FEET 0 INH N NO MORE THN 21 FEET 0 INH FROM THE OTTOM OF THE LOWEST MOUNTE SIGN PNEL TO THE HIGHEST POINT OF THE ROWY, UNLESS OTHERWISE SPEIFIE ON THE PLNS. LUMINIRE SSEMLIES SHLL HVE VERTIL LERNE OF NO LESS THN 17 FEET INHES FROM THE OTTOM OF THE SSEMLY TO THE HIGHEST POINT OF THE ROWY. 7. TOP OF FOUNTIONS SHLL E 2-0" MINIMUM OVE FINISHE GRE. FOR FOUNTIONS JENT OR WITHIN SIEWLK, TOP OF FOUNTIONS SHLL E MINIMUM OF 3" OVE SEE NOTE FINISHE GRE. 1-0" SEE N0TE 7 8. FOUNTIONS SHLL NOT E LOTE IN RINGE ITH. Min. SHEET 1 OF 7 REVISION TE OPY OF THE ORIGINL SELE N SIGNE RWING IS ON FILE IN THE ENTRL OFFIE. OVERHE SIGN STRUTURE TYPIL ETILS 700
CASS-TL4 PLAN VIEW CASS-TL4 ELEVATION VIEW (TYPICAL LAY-OUT)
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OPTIONAL OSD REMOTE P/N E (1 INCLUDED WITH TOUCHMONITOR)
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S-1 STRUCTURAL ABBREVIATIONS GENERAL NOTES, SPECIAL INSPECTION AND TESTING SCHEDULE, AND ABBREVIATIONS
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