ITEM SPECIAL - NOISE BARRIERS GENERAL

Transcription

1 ITEM SPECIL - NOISE RRIERS GENERL. DESCRIPTION: THIS WORK CONSISTS OF PREPRING NY NECESSRY SHOP DRWINGS, ND MNUFCTURING, TESTING, TRNSPORTING, STORING, ND INSTLLING NOISE RRIERS; FURNISHING ND INSTLLING S; EXCVTING ND CKFILLING; ND RESTORING THE WORK RE IN CCORDNCE WITH THESE PROVISIONS ND IN CONFORMITY WITH THE DIMENSIONS, LINES ND GRDES SHOWN ON THE PROJECT PLNS.. DESIGN SPECIFICTIONS: ODOT RIDGE DESIGN MNUL, 007 SHTO LRFD RIDGE DESIGN SPECIFICTIONS, TH EDITION, 007 SHTO "GUIDE SPECIFICTIONS FOR STRUCTURL DESIGN OF SOUND RRIERS", 989, INCLUDING THE 99 ND 00 INTERIMS PCI DESIGN HNDOOK, FIFTH EDITION CI 38-0, PPENDIX D 3. CONSTRUCTION SPECIFICTIONS ND WORKMNSHIP: PROVIDE MTERILS ND PERFORM WORK IN CCORDNCE WITH THE CURRENT VERSION OF THE ODOT CONSTRUCTION ND MTERIL SPECIFICTIONS ND THESE DRWINGS.. DESIGN LODS: WIND LOD: PPLIED WIND LOD ON S IS PSF (' < H < '), ND 0 PSF (0' < H < ') PPLIED WIND LOD ON LL PNELS IS PSF THE WIND LOD IS SED ON N 80 MPH SE WIND VELOCITY. WIND LOD IS FROM TLE -..C OF THE SHTO GUIDE SPECIFICTIONS FOR STRUCTURL DESIGN OF SOUND RRIERS. ICE LOD: PPLIED ICE LOD IS 3 INCHES T 7.3 PCF =.3 PSF. DESIGN LOD CSES: "STRENGTH III" LOD CSE =.(DED LOD) +.0(WIND LOD) "EXTREME EVENT II" LOD CSE =.(DED LOD) +.00(ICE LOD) FOM CKER ROD: THE CKER ROD SHLL E N EXPNDED, CLOSED CELL POLYETHYLENE FOM. THE CKER ROD DIMETER WILL E S SHOWN ON SHEET /3. OTHER CKUP MTERILS (PPER, ROPE ND OPEN CELL FOM) RE NOT CCEPTLE. FURNISH FOM CKER ROD MEETING STM D9, TYPE OR 3. SOUND SORPTIVE MTERIL: THE SOUND SORPTIVE MTERIL SHLL E INTEGRL WITH THE CONCRETE PNELS. SELECT PREPPROVED SOUND SORPTIVE MTERIL FROM THE LIST ELOW OR EQUL S PPROVED Y THE ODOT ENVIRONMENTL SERVICES. FOR PPROVED EQUL CONRTION, PROVIDE CERTIFIED LORTORY TEST DT DOCUMENTING THE COUSTICL, FREEZE THW, FIRE RTING ND SLT SCLING REQUIREMENTS LISTED ELOW. LSO PROVIDE DOCUMENTTION OF IMUM -YER PERFORMNCE HISTORY OF NO DETERIORTION OR DELTING FOR LL NON-PREPPROVED MTERILS. COUSTICL: STM E90 ND STM E3 IMUM STC (SOUND TRNSMISSION CLSS) = 30 STM C3 ND STM E79 IMUM NRC (NOISE REDUCTION COEFFICIENT) = 0.70 FREEZE THW: STM C PROCEDURE IMUM MSS LOSS = 300 CYCLES FIRE RTING: STM E8 CLSS FLME SPRED RTING SLT SCLING: STM C7 VISUL RTING = 0 FTER CYCLES; FTER CYCLES; ND. FTER 0 CYCLES SELECT N SORPTIVE MTERIL SUPPLIER FROM THE PPROVED LIST MINTINED ON THE ENVIRONMENTL SERVICES WESITE: PROVIDE THE ENGINEER LETTER FROM THE SOUND SORPTIVE MTERIL SUPPLIER CERTIFYING THT THE PNEL MNUFCTURER'S STRUCTURL CONCRETE MIX DESIGN ND COMPOSITE PNEL PRODUCTION PROCESS RE COMPTILE WITH THE SOUND SORPTIVE MTERIL TO PREVENT DELTION T THE STRUCTURL CONCRETE/SORPTIVE MTERIL INTERFCE. 7. NOISE RRIER HEIGHTS SHLL EQUL OR EXCEED THE COUSTIC PROFILE. 8. PNEL HEIGHTS: PNEL HEIGHTS PROVIDED IN THIS RNGE FROM '-0" TO 8'-0" INCLUSIVE, IN INCREMENTS. PROVIDE STCKED PNELS TO IMUM RRIER HEIGHT OF 0'-0". THE IMUM OTTOM PNEL HEIGHT SHLL E '-0". IDENTIFY ND LL ON SHOP DRWINGS. DELYS RESULTING FROM SHOP DRWING ERRORS OR OMISSIONS FOUND T NY TIME RE NON-EXCUSLE CCORDING TO C&MS 8.0.E. LL ELECTRONIC DOCUMENTS SHLL E IN PORTLE DOCUMENT FORMT (PDF). SHOP DRWINGS SHLL E SUMITTED IN ' X 7" SHEET SIZE ND CCEPTNCE LETTERS SHLL E SUMITTED IN 8 " X " SHEET SIZE..CONCRETE NOISE RRIER PNELS ND S: EVERY PRODUCER OF CONCRETE NOISE RRIER COMPONENTS SUPPLIED TO THE PROJECT SHLL E CERTIFIED IN CCORDNCE WITH SUPPLEMENT 73. THE DEPRTMENT WILL NOT CCEPT COMPONENTS FROM NON-CERTIFIED PLNTS. THE CONCRETE SUPPLIED FOR CONCRETE S ND PNELS SHLL MEET THE REQUIREMENTS SPECIFIED OVE UNDER SECTION, MTERIL SPECIFICTIONS. LL PNELS SHLL E CST IN THE VERTICL POSITION UNLESS NOTED OTHERWISE ON THE PLNS. NOISE RRIERS REQUIRE REINFORCED INTEGRL CP ON THE TOP OF THE TOP PNELS ND EITHER INTEGRL OR NON-INTEGRL REINFORCED CONCRETE CP ON TOP OF THE S. FOR GENERL DIMENSION REQUIREMENTS REFER TO DETIL "" ON SHEET /3 FOR PNEL CPS ND DETILS "C" & "D" ON SHEET 7/3 FOR CPS. CPS SHLL NOT E CST WITH SOUND SORPTIVE MTERIL. THE NOISE RRIER PNELS SHLL E CST WITH N SHLR STONE PTTERN FORM LINER ON OTH FCES IF NOT OTHERWISE SHOWN IN THE PLNS. OTHER FORM LINERS OR RCHITECTURL SURFCE TRETMENTS MY E USED UPON THE CCEPTNCE OF THE ENVIRONMENTL SERVICES. REPLCE DMGED FORM LINERS. DO NOT USE REPIRED FORM LINERS. SEL THE CONCRETE NOISE RRIER PNELS WITH N PPROVED COTING FROM SUPPLIER LISTED IN THE NOISE RRIER SELER SPECIFICTION ON SHEET 3/3. COT LL SURFCES OF THE PNELS ND PNEL CPS; PPLY THE SELER/COTING T THE FRICTION PLNT. FURNISH THE SELER/COTING MTERIL FROM SINGLE SUPPLIER FOR N ENTIRE PROJECT. THE SELER/COTING COLOR(S) SHLL E S NOTED IN THE PROJECT PLNS. FOR ESTHETIC PURPOSES, HORIZONTL JOINT LINES ETWEEN PNELS SHLL MTCH CROSS DJCENT YS WITH THE SME TOP OF WLL ELEVTION, EXCEPT T NGLE REKS GRETER THN 30. REMOVE LECHING OR EFFLORESCENCE THT OCCURS PRIOR TO FINL CCEPTNCE OF THE ENTIRE PROJECT ND RESEL THE RE T NO EXPENSE TO THE DEPRTMENT. Y: GNNETT FLEG, INC DISTRTOR "SERVICE I" LOD CSE =.00(DED LOD) (WIND LOD) 9. S PROVIDED IN THIS RNGE FROM 8'-0". TO '-0". THIS SHLL LSO PPLY IN RES WHERE PRTIL CCEPTNCE OF THE COMPLETED WLLS MY HVE EEN GRNTED. PCI STRIPPING LOD CSE =.(DED LOD) - FOR PNELS =.3(DED LOD) - FOR S PCI TRNSPORTING LOD CSE =.(DED LOD). MTERIL SPECIFICTIONS: REINFORCING STEEL: REINFORCING STEEL SHLL E EPOXY-COTED S PER CMS OR GLVNIZED S PER CMS 709. THE REQUIREMENTS OF SHLL PPLY TO OTH EPOXY-COTED ND GLVNIZED REINFORCING STEEL. REINFORCING STEEL SHLL CONFORM TO CMS 709.0, GRDE 0 WELDED WIRE FRIC SHLL CONFORM TO CMS 709. OR 709. ND SHLL E EPOXY-COTED PER CMS 709. OR GLVNIZED FTER FTER FRICTION PER STM 0. WHERE WELDED WIRE FRIC IS SPECIFIED, DO NOT SUSTITUTE RER. CONCRETE: COMPRESSIVE STRENGTH =,000 PSI (PNELS ND S) COMPRESSIVE STRENGTH T STRIPPING = 3,0 PSI (PNELS ND S) CONCRETE CLSS QC =,000 PSI (S) CONCRETE SHLL CONFORM TO CMS 99 ND, EXCEPT FOR DRILLED SHFT CONCRETE WHICH SHLL CONFORM TO CMS. THE CONCRETE MIX DESIGN FOR PNELS SHLL CONTIN WTER REPELLNT DMIXTURE ND % Y WEIGHT FLY SH OR -30% GROUND GRNULTED LST FURNCE SLG (GGF). THE CONCRETE MIX DESIGN FOR S SHLL CONTIN CONCRETE WTERPROOFING DMIXTURE. SELECT N PPROVED PRODUCT LISTED ON THE ENVIRONMENTL SERVICES WESITE. STRUCTURL STEEL: STM 709, GRDE 0 S PER CMS 7.0 FSTENERS: NCHOR OLTS SHLL E STM F, GRDE THREDED RODS SHLL E DEFORMED, ONE-END THREDED, STM, GRDE 0 NUTS SHLL E STM 3, GRDE DH WSHERS SHLL E STM F3. HORIZONTL PNEL JOINTS: IMIZE THE NUMER OF PNEL JOINTS. PROVIDE UNIFORM STEPS IF STEPS RE REQUIRED, THE ELEVTION DIFFERENCE ETWEEN DJCENT PNELS IS NOT PERMITTED TO E LESS THN OR GRETER THN, EXCEPT T NGLE REKS GRETER THN 30.. SHOP DRWINGS: PROVIDE SHOP DRWINGS FOR LL NOISE WLL COMPONENTS THT REQUIRE SHOP FRICTION. INCLUDE THE FRICTION SCHEDULE FOR LL NOISE RRIER WLL COMPONENTS IN THE PROJECT PROGRESS SCHEDULE S REQUIRED Y C&MS 8.0. T LEST 30 DYS EFORE FRICTION EGINS, SUMIT N ELECTRONIC COPY OF THE PREPRED SHOP DRWINGS TO THE ENVIRONMENTL SERVICES ND OMM IN CCORDNCE WITH C&MS.0. THE SHOP DRWINGS SHLL E SIGNED, SELED ND D Y N OHIO REGISTERED ENGINEER. DEPRTMENT CCEPTNCE IS NOT REQUIRED. THE SENCE OF DEPRTMENT CCEPTNCE DOES NOT SUPERSEDE THE ENGINEER'S UTHORITY S DEFINED IN.0. PROVIDE SUPPORTING CLCULTIONS FOR LL MODIFICTIONS TO THE STRUCTURL DESIGN OF THE PNELS, S, SE PLTES ND NCHORGES PROVIDED Y THIS DRWING. THE CLCULTIONS SHLL E PREPRED ND CHECKED Y COMPETENT INDIVIDULS IN CCORDNCE WITH THE SHTO LRFD RIDGE DESIGN SPECIFICTIONS VILLE T THE TIME OF THE PROJECT SLE. PROVIDE CLCULTION COVER SHEET CONTINING LISTING OF THE SPECIFIC DETILS EING MODIFIED, S WELL S THE PREPRER(S) ND CHECKER(S): FIRST NME, LST NME, INITILS ND CLCULTION RESPONSIILITY. PREPRE(S) ND CHECKER(S) SHLL INITIL ECH SHEET FOR THEIR CONTENT RESPONSIILITY. THE PREPRER(S) ND CHECKER(S) SHLL NOT E THE SME INDIVIDUL. HVE N OHIO REGISTERED ENGINEER REVIEW, PPROVE, SIGN, SEL ND THE CLCULTION COVER SHEET CCORDING TO ORC 733 ND OC DEPRTMENT CCEPTNCE OF THE SUPPORTING CLCULTIONS IS NOT REQUIRED. THE CONTRCTOR SHLL LSO PROVIDE N ELECTRONINC COPY OF WRITTEN CCEPTNCE LETTER THT DOCUMENTS CCEPTNCE OF THE SHOP DRWINGS INCLUDING CONFIRMTION OF FIELD VERIFICTION, S REQUIRED, ND DESCRIPTIONS OF ISSUES RESOLVED ETWEEN THE CONTRCTOR, THE FRICTOR ND THE DEPRTMENT. Y CCEPTING THESE DRWINGS, THE CONTRCTOR REPRESENTS TO THE DEPRTMENT THT LL DIMENSIONS ND ELEVTIONS OF CONDITIONS SHOWN ON THE PLNS HVE EEN FIELD MESURED ND VERIFIED, ND THT THESE SHOP DRWINGS COMPLY WITH LL THE MTERILS REQUIREMENTS, CONSTRUCTION REQUIREMENTS ND CONTRCT REQUIREMENTS. THE CONTRCTOR FURTHER REPRESENTS THT THESE DRWINGS HVE EEN COORDINTED ND VERIFIED WITH THE DETILS OF THE WORK TO E PERFORMED Y OTHER FRICTORS ND ENTITIES ON THE PROJECT. DELYS TO THE CONTRCTOR 3.ERING PDS: LL OTTOM NOISE RRIER PNELS REQUIRE NEOPRENE PREFORMED ERING PD ETWEEN THE OTTOM OF THE NOISE PNEL ND THE ERING SURFCE. THE ERING PDS SHLL E IMUM " THICK ND COVER IMUM OF SQURE INCHES. THE ERING PDS SHLL CONFORM TO ODOT CMS SECTION 7., PREFORMED ERING PDS. USE IMUM OF ERING PDS T ECH END OF THE PNEL..S: THE NOISE RRIER S SHLL E SUPPORTED Y 30" DIMETER FOUNDTIONS UNLESS NOTHER SIZE OR FOUNDTION TYPE IS PPROVED Y THE GEOTECHNICL ENGINEERING IN ORDER TO CCOMMO POOR SOIL CONDITIONS ND/OR VOID CONFLICTS WITH UTILITIES, DRINGE FCILITES, MSE WLL COMPONENTS, OR SOME OTHER OSTRUCTION. CONSTRUCT S CCORDING TO C&MS ITEM. THE CENTER OF S FOR TYPE C, D ND E S RE OFFSET FROM THE CENTERLINE OF NOISE RRIER. REFER TO SHEETS 8 & 9 OF 3..NOISE RRIER FOUNDTION IN EDROCK: IN RES WHERE EDROCK IS UNEXPECTEDLY ENCOUNTERED, THE LENGTH MY E DECRESED Y EMEDDING IT IMUM OF 3'-0" INTO STRONG EDROCK OR '-0" INTO WEKER EDROCK. THE ENGINEER WILL DETERE THE EDROCK TYPE CCORDING TO THE ODOT PULICTION "SPECIFICTIONS FOR GEOTECHNICL EXPLORTIONS". FIELD CUT THE REINFORCING CGE TO FIT THE SHORTENED.. NOISE RRIER FOUNDTION IN POOR SOIL: IN RES WHERE POOR SOIL CONDITIONS RE ENCOUNTERED THT WERE NOT REVELED Y THE ORINGS, CONTCT THE ODOT GEOTECHNICL ENGINEERING TO DETERE IF THE EMEDMENT SHOULD E EXTENDED OR IF NOTHER FOUNDTION TYPE SHOULD E CONSTRUCTED. POOR SOIL CONDITION SHLL E CONRED TO EXIST WHEN OVER ONE-THIRD (/3) OF THE EXCVTED DEPTH SHOWS N UNEXPECTED WEK SOIL TYPE S DETERED Y THE ENGINEER. THE FOR THE EXTENDED FOUNDTION SHLL E DEVELOPED Y USING IMUM '-0" LP SPLICE WITHIN THE CGE TO TTCH THE DDITIONL LONGITUDINL RS. PROVIDE DDITIONL # TIES T IMUM GLVNIZING: GLVNIZE LL STRUCTURL STEEL, SE PLTES, NCHOR OLTS, THREDED RODS, NUTS, ND WSHERS S PER CMS 7.0. ENSURE THT FOR INCORRECT FRICTION S RESULT OF FILURE TO COORDINTE OR PERFORM THIS CCEPTNCE RE NON-EXCUSLE CCORDING TO C&MS 8.0.E. THE ENTIRE LENGTH OF NCHOR OLTS ND THREDED RODS RE GLVNIZED. 3

2 GENERL, CONTINUED 7.VOIDNCE OF UNEXPECTED OSTRUCTIONS: IF THE VOIDNCE OF UNEXPECTED UTILITIES OR OTHER OSTRUCTIONS REQUIRES THE USE OF CLOSER S THN WHT WS SHOWN ON THE PROJECT PLNS, FURNISH ND INSTLL DDITIONL FOUNDTIONS, S, ND PNELS S DIRECTED Y THE ENGINEER. THE DDITIONL FOUNDTIONS, S, ND PNELS SHLL CONFORM TO THESE DRWINGS ND PROVISIONS. THE TOP ND OTTOM ELEVTIONS OF THE DDITIONL S ND PNELS, ND PNEL JOINT LOCTIONS SHLL CONFORM TO THE ORIGINL DETILS SHOWN IN THE PROJECT PLNS. THE DEPRTMENT WILL NOT CCEPT FIELD CUTTING OF S OR PNELS TO MTCH THE NEW LOCTIONS. WILL WIVE THE RESTRICTION FROM SOWING CROWN VETCH DURING THE MONTHS OF SEPTEMER ND OCTOER, UT LL OTHER RESTRICTIONS ND REQUIREMENTS OF 9 SHLL PPLY. IN THE RE ETWEEN THE CK OF THE NOISE RRIER ND EXISTING FENCE, WHERE THE FENCE IS TO E REMOVED ND THE DJOINING PROPERTY IS GRSSED RENTIL, FINISH THIS RE TO STTE COMPRLE TO THE DJOINING PROPERTY IN CCORDNCE WITH THE RENTIL PROVISIONS OF 9. CKFILL LL EXCVTION CCORDING TO C&MS ND RESTORE SLOPES TO EXISTING CONDITIONS. THE SMPLE S ND PNELS WILL ECOME CONTROL S ND PNELS GINST WHICH THE ENGINEER WILL COMPRE LL SUSEQUENTLY DELIVERED S ND PNELS. REMOVE ND REPLCE NY DELIVERED ND/OR ERECTED S ND PNELS THT DO NOT MTCH THE CONTROL ND PNEL OR DO NOT CONFORM TO THE STRUCTURL REQUIREMENTS S SHOWN IN THESE S T NO DDITIONL COST TO THE DEPRTMENT. DO NOT SHIP S ND PNELS THT DO NOT MTCH THE CONTROL ND PNEL. LL NOISE RRIER PNELS SHLL E MNUFCTURED USING THE SME METHOD OF CONSTRUCTION SO S TO PRODUCE UNIFORM PNEL FINISH. CCEPTNCE S ND PNELS MY E INCORPORTED INTO THE WORK OR SHLL E PROPERLY DISPOSED OF T THE CONCLUSION OF THE PROJECT. Y: GNNETT FLEG, INC. CONSTRUCTION METHODS TOLERNCES METHOD OF MESUREMENT. LYOUT ND STKE ECH NOISE RRIER IN THE FIELD ND VERIFY THE PROPOSED CONSTRUCT LL MEMERS TO CONFORM TO THE FOLLOWING TOLERNCES. THE DEPRTMENT WILL MESURE THE NOISE RRIER Y THE NUMER OF SQURE FEET. WLL GEOMETRY ND DIMENSIONS OF THE S ND THE PNELS PRIOR TO DEVELOPING NY NECESSRY SHOP DRWINGS ND ORDERING FRICTION OF THE RRIER COMPONENTS.. CLER RUSH ND NETLY TRIM ND/OR REMOVE TREES IN CONFLICT WITH THE PROPOSED NOISE RRIER LOCTIONS. REMOVE ONLY THOSE TREES THT RE SOLUTELY NECESSRY TO PERFORM THE WORK. OTIN PPROVL FROM THE PROJECT ENGINEER PRIOR TO REMOVING NY ORNMENTL TREES. CREFULLY PERFORM THE TRIMG SO THE TREES RE NOT HRMED ND FUTURE GROWTH IS NOT HINDERED. MRK LL TREES SCHEDULED TO E TRIMMED OR REMOVED ND OTIN PPROVL FROM THE PROJECT ENGINEER PRIOR TO PERFORG THE WORK. FOR CLRIFICTION, TREES SHLL E INTERPRETED S NY GROWTH WITH IMUM TRUNK DIMETER OF. 3. DO NOT SHIP CONCRETE PNELS, S, OR CPS UNTIL THE CONCRETE OTINS ITS 8-DY DESIGN STRENGTH. DO NOT SUPPORT OR PICK-UP PNELS OR S T LOCTIONS OTHER THN THOSE SHOWN IN THE DRWINGS. TRNSPORT ND STORE PNELS IN N UPRIGHT POSITION; PROVIDE UNYIELDING SUPPORTS CPLE OF MINTINING THE PNELS IN N UPRIGHT POSITION. WHEN TRNSPORTING, HNDLING, STORING, OR INSTLLING THE CONCRETE S, CPS, ND PNELS, USE EXTREME CRE TO NOT CUSE SPLLING OF THE CONCRETE DUE TO MISHNDLING OR OVERLODING OF THE COMPONENTS. DO NOT USE LIFTING DEVICES THT CHIP OR SPLL THE CONCRETE. DO NOT INSTLL COMPONENTS THT RE DEFECTIVE. THE DEPRTMENT WILL CONR COMPONENTS THT RE MRRED, CHIPPED, SCRTCHED, SPLLED, CRCKED ( MILS OR MORE), DELTED OR HVE NY OTHER DMGE DEEMED DETRIMENTL TO THE NOISE RRIERS Y THE ENGINEER PRIOR TO FINL CCEPTNCE S DEFECTIVE WORK IN CCORDNCE WITH C&MS... INSTLL NOISE RRIERS IN CCORDNCE WITH THE PROJECT PLNS. SECURE JOINTS ND CONNECTIONS IN SUCH MNNER S TO E STRUCTURLLY DEQUTE WITH NO VISILE OPENINGS FOR SOUND TRNSMISSION. NOISE PNEL TTCHMENTS TO S ND INSTLLTION METHODS SHLL E STRUCTURLLY DEQUTE, GIVE SUFFICIENT SUPPORT TO THE NOISE PNELS, ND E SECURED TO THE OR DEQUTELY LOCKED ETWEEN THE 'S FLNGES TO ELITE MOVEMENT T THE SUPPORT ND ELITE NY POSSILE VIRTION. THE TOP OF INSTLLED NOISE RRIERS SHLL MTCH THE TOP OF WLL DESIGN ELEVTIONS, WITH NO VRITION ETWEEN S, UNLESS THE PROJECT PLNS REQUIRE N ELEVTION CHNGE.. PROTECTION OF EXISTING SEWERS ND CULVERTS: EFORE EXCVTING FOR THE S, FIELD VERIFY THE LOCTION OF LL EXISTING SEWERS ND CULVERTS SHOWN IN THE PROJECT PLNS. SHOULD SEWER OR CULVERT E DMGED Y THE CONTRCTOR'S NEGLIGENCE IN THE OVE MENTIONED WORK, REPLCE THE DMGED SECTIONS OF THE SEWER OR CULVERT T NO DDITIONL COST TO THE DEPRTMENT. REFER TO CMS.07 FOR REQUIREMENTS TO COOPERTE WITH UTILITIES.. DISPOSE OF LL EXCESS EXCVTION IN MNNER STISFCTORY TO THE ENGINEER. 7. FOR NOISE RRIERS THT RE UILT ON TOP OF ERTH ERMS, CONSTRUCT THE ERMS OF EMNKMENT MTERIL IN CCORDNCE WITH ITEM 03 OF THE CMS. 8. INSTLL TEMPORRY FENCE WHEN THE TIME ETWEEN THE REMOVL OF THE EXISTING FENCE ND THE INSTLLTION OF THE PROPOSED FENCE OR NOISE RRIER WILL EXCEED ONE DY. INSTLL THIS FENCE IMMEDITELY FTER THE EXISTING FENCE IS REMOVED. THE TEMPORRY FENCE SHLL E WOOD SNOW FENCE, PLSTIC NYLON CONSTRUCTION FENCE OR EXISTING FENCE FRIC MOUNTED ON DRIVEN S. FOR ECH NOISE RRIER SECTION, DO NOT REMOVE THE EXISTING FENCE ERLIER THN 3 MONTHS PRIOR TO THE COMPLETED INSTLLTION OF THE NOISE RRIER PNELS. 9. RESTORTION OF WORK RE: UPON COMPLETION OF NOISE RRIER INSTLLTION, RESTORE LL RES DISTURED Y THE NOISE RRIER CONSTRUCTION TO THEIR ORIGINL CONDITION. RESTORTION SHLL INCLUDE SEEDING ND MULCHING IN CCORDNCE WITH CMS ITEM 9 USING. DIMENSIONL TOLERNCES:. HEIGHT = ` ". FLNGE ND WE WIDTH ND DEPTH = ` " C. SLOT DEPTH ND LOCTION = ` " D. VERTICL SWEEP: " FOR S LESS THN OR EQUL TO ' TLL " FOR S GRETER THN ' TLL E. POSITION OF LIFTING INSERTS = ` " F. POSITION OF TO CENTER OF STEEL SE PLTE = ` " IN NY DIRECTION. PNEL DIMENSIONL TOLERNCES :. PNEL LENGTH ND HEIGHT = ` ". PNEL STRUCTURL = + ", - 0" C. PNEL RCHITECTURL/SORPTIVE MTERIL = ` " D. PNEL HORIZONTL SWEEP = ` " REMOVE ND REPLCE PNELS THT WILL NOT INTERLOCK T KEYWYS E. PNEL CMER = + " PER '-0", + ".; -0" REMOVE ND REPLCE PNELS WITH GPS EXCEEDING " F. POSITION OF LIFTING INSERTS: ` " LONG PNEL LENGTH ` " LONG PNEL 3. REINFORCING STEEL TOLERNCES:. CLER COVER = + ", -0". SPLICE LENGTHS = -" FROM LP SPLICE REQUIREMENT. SE PLTE DIMENSIONL TOLERNCES:. FURNISH STEEL SE PLTES CCORDING TO CMS 3.. NOISE RRIER CONSTRUCTION TOLERNCES:. POSITION N INDIVIDUL WITHIN `" OF THE PLN LOCTION IN THE HORIZONTL PLNE T THE PLN ELEVTION FOR THE TOP OF THE SHFT.. POSITION DJCENT S WITHIN ` " OF THE CENTER-TO-CENTER SHOWN IN THE PLNS, MESURED IN THE HORIZONTL PLNE T THE TOP ELEVTION OF THE HIGHER SHFT. C. POSITION N INDIVIDUL WITHIN `" OF THE PLN ELEVTION SHOWN IN THE PLNS. D. FROM THE CENTER OF THE, POSITION SE PLTE NCHOR OLTS WITHIN: ` " IN THE DIRECTION PRLLEL TO THE SHORT SLOT `ˆ" IN THE DIRECTION NORML TO THE SHORT SLOT E. S SHLL E PLUM. F. INSTLL NOISE RRIERS SO THE FINL TOP OF RRIER ELEVTION IS WITHIN `0.0 INCH/FT. OF HEIGHT FROM THE PLN ELEVTION. CCEPTNCE REQUIREMENTS IN DDITION TO CONFORG WITH THE STRUCTURL REQUIREMENTS S SHOWN IN THESE S, NOISE RRIERS SHLL LSO COMPLY WITH THE FOLLOWING ESTHETIC REQUIREMENTS.. THE CONTRCTOR SHLL DELIVER TO THE JO SITE ND ERECT ONE FULL Y (-TO-) WITH PNELS ND CPS. THE CONTRCTOR SHLL DELIVER ONE DDITIONL FULL SIZE NOISE RRIER PNEL ND ONE DDITIONL FULL SIZE. LL PRODUCTS DELIVERED SHLL E REPRESENTTIVE OF THE PRODUCT THE CONTRCTOR IS GOING TO SUPPLY. THE ENGINEER WILL EVLUTE WHETHER OTH THE PNELS ND S MEET LL SPECIFIED FEDERL COLOR S, TEXTURE, TRIM, ND/OR COTING REQUIREMENTS. TO FCILITTE THIS COMPRISON, THE CONTRCTOR SHLL SUPPLY THE ENGINEER WITH COPY OF "FEDERL 9-COLORS USED IN GOVERNMENT PROCUREMENT". IF THE ENGINEER IS NOT STISFIED WITH NY OF THE S OR PNELS DELIVERED TO THE PROJECT, THE CONTRCTOR SHLL HVE REPLCEMENTS MNUFCTURED ND DELIVERED TO THE JO SITE FOR CCEPTNCE. IF THE PROJECT PLNS DO NOT SPECIFY COLOR, TEXTURE, OR TRIM REQUIREMENT, IT WILL STILL E NECESSRY TO DELIVER THE SMPLE S ND PNELS TO THE JO SITE FOR CCEPTNCE PRIOR TO THE PRODUCTION OF NY DDITIONL NOISE RRIER PNELS OR S. FTER CCEPTNCE, THE CONTRCTOR SHLL RETURN ONE PNEL ND ONE TO THE FRICTOR PRIOR TO SHIPMENT OF PRODUCTION S ND PNELS. THE DEPRTMENT WILL DETERE THE RE OF INDIVIDUL NOISE RRIER SEGMENTS FROM PROJECT PLN DIMENSIONS USING HEIGHT FROM THE OTTOM OF THE OTTOM PNEL TO THE TOP OF THE CP ON THE TOP PNEL, ND LENGTHS MESURED S SHOWN IN DETILS ON SHEETS 8 & 9/3. THE CLCULTED NOISE RRIER RE IN THE PROJECT PLNS IS SED UPON INCREMENTL PNEL HEIGHTS. THE DEPRTMENT WILL NOT DJUST PY QUNTITIES FOR NOISE RRIER HEIGHTS OR LENGTHS GRETER THN PROJECT PLN REQUIREMENTS. SIS OF PYMENT PYMENT FOR NOISE RRIERS IS FULL COMPENSTION FOR FURNISHING ND INSTLLING FOUNDTIONS, S, PNELS, CPS, STEEL SE PLTES ND CONNECTIONS, CONCRETE SELER/COTING, FORM LINERS OR OTHER RCHITECTURL SURFCE TRETMENTS, SMPLE (S) ND PNEL(S), ERING PDS, EXCVTION, DRINGE ND CKFILL, ND OTHER ITEMS THT DO NOT HVE SEPRTE PY ITEMS UT RE NECESSRY TO COMPLETE THE NOISE RRIER. THE DEPRTMENT WILL PY FOR THE DDITIONL LENGTH OF S CONSTRUCTED T THE DIRECTION OF THE ENGINEER IN UNEXPECTED RES OF POOR SOIL S EXTR WORK IN CCORDNCE WITH C&MS 9.0. THE DEPRTMENT WILL PY FOR THE DDITIONL FOUNDTIONS, S, ND PNELS FURNISHED ND INSTLLED T THE DIRECTION OF THE ENGINEER TO VOID UNEXPECTED UTILITIES OR OTHER OSTRUCTIONS S EXTR WORK IN CCORDNCE WITH C&MS 9.0. THE DEPRTMENT WILL PY FOR CLERING ND GRUING ND TRIMG TREES UNDER ITEM 0 - CLERING ND GRUING. THE DEPRTMENT WILL PY FOR CONSTRUCTING ERTH ERMS UNDER ITEM 03 - EMNKMENT. THE DEPRTMENT WILL PY FOR FURNISHING, ERECTING, MINTINING, ND REMOVING TEMPORRY FENCE UNDER ITEM 07 - FENCE, MISC. THE DEPRTMENT WILL PY FOR LYING OUT ND STKING THE NOISE RRIER UNDER ITEM 3 - CONSTRUCTION LYOUT STKES. IF THE CONTRCT INCLUDES QUNTITY FOR ITEM 9 - SEEDING ND MULCHING, THE DEPRTMENT WILL PY FOR RESTORING THE WORK RE UNDER ITEM 9. IF THE CONTRCT DOES NOT INCLUDE QUNTITY FOR ITEM 9, THE DEPRTMENT WILL NOT PY FOR THIS WORK DIRECTLY UT WILL CONR IT INCIDENTL TO PYMENT FOR THE NOISE RRIER. WHERE THE LENGTH WS DECRESED FROM THE PROJECT PLN DIMENSION DUE TO INTERFERENCE WITH UNEXPECTED EDROCK, THE DEPRTMENT WILL NON-PERFORM THE SHFT LENGTH ELOW THE EDROCK ELEVTION ND PY FOR THE ROCK SOCKET ND INCIDENTLS S EXTR WORK CCORDING TO C&MS 9.0. THE DEPRTMENT WILL NOT PY FOR REPIRED OR REPLCED COMPONENTS DMGED Y IMPROPER HNDLING, TRNSPORTING, STORING, OR ERECTING. THE DEPRTMENT WILL PY FOR CCEPTED QUNTITIES T THE CONTRCT PRICES S FOLLOWS: ITEM UNIT DESCRIPTION SPECIL SQ. FT. NOISE RRIER (REFLECTIVE), ' HEIGHT ND UNDER SPECIL SQ. FT. NOISE RRIER (REFLECTIVE), OVER ' TO ' HEIGHT SPECIL SQ. FT. NOISE RRIER (REFLECTIVE), OVER ' TO 0' HEIGHT SPECIL SQ. FT. NOISE RRIER (REFLECTIVE), OVER 0' TO ' HEIGHT SPECIL SQ. FT. NOISE RRIER (SORPTIVE), ' HEIGHT ND UNDER SPECIL SQ. FT. NOISE RRIER (SORPTIVE), OVER ' TO ' HEIGHT SPECIL SQ. FT. NOISE RRIER (SORPTIVE), OVER ' TO 0' HEIGHT SPECIL SQ. FT. NOISE RRIER (SORPTIVE), OVER 0' TO ' HEIGHT DISTRTOR 0-- CROWN VETCH TYPE SEED MIXTURE S DEFINED IN SECTION THE DEPRTMENT 3

3 NOISE RRIER SELER DESCRIPTION: PPLY SELER TO LL CONCRETE SURFCE RES OF NOISE RRIER PNELS, INCLUDING CONCRETE TO CONCRETE CONTCT SURFCES. DO NOT SEL S. PPLY THE COLOR DEFINED Y THE FEDERL COLOR IDENTIFICTION NUMER IN THE NOISE WLL PLNS. IF THERE IS NO NUMER, THE ENGINEER WILL SPECIFY THE COLOR. MTERILS: SELECT ND USE PRODUCTS ONLY FROM THE MTERILS MNGEMENT'S PPROVED LIST. ONE COT OF NY OF THE PPROVED SELERS SHLL MEET THE FOLLOWING PERFORMNCE REQUIREMENTS:. FREEZE-THW TEST SUJECT THE PPLIED FINISH COTING TO FREEZE-THW CYCLE TESTS S FOLLOWS: a. CST THREE CONCRETE SPECIMENS, NOT LESS THN " X " Y ", IMUM DYS. MOIST CURE SPECIMENS FOR FOURTEEN DYS WITH DRYING PERIOD T ROOM TEMPERTURE, 0 DEGREES TO 80 DEGREES F, FOR HOURS EFORE COTING THE SPECIMENS WITH THE PPLIED FINISH. REMOVE EXCESSIVE OIL ON SPECIMEN FORMS. PPLY THE FINISH COTING TO THE S OF SPECIMENS T SPREDING RTE OF 0 +/- SQURE FEET PER GLLON. RUSH PPLICTION IS PERMITTED. CURE CEMENTITIOUS COTING T ROOM TEMPERTURE WITH 0 PERCENT RELTIVE HUMIDITY FOR HOURS; T ROOM TEMPERTURE WITH 90 PERCENT RELTIVE HUMIDITY FOR 8 HOURS; ND T ROOM TEMPERTURE WITH 0 PERCENT RELTIVE HUMIDITY FOR FOUR DYS. TOTL CURING TIME SHLL E SEVEN DYS. CURE OTHER COTINGS T ROOM TEMPERTURE FOR 8 HOURS FTER COMPLETION OF CURING. b. IMMERSE THE SPECIMENS IN WTER T ROOM TEMPERTURE FOR THREE HOURS, THEN REMOVE. c. PLCE THE SPECIMENS IN COLD STORGE T - DEGREES F FOR ONE HOUR, THEN REMOVE. d. THW THE SPECIMENS T ROOM TEMPERTURE FOR ONE HOUR. e. REPET STEPS c ND d OVE FOR TOTL OF 300 CYCLES. T THE END OF 300 CYCLES THE SPECIMENS SHLL SHOW NO VISILE DEFECTS.. CCELERTED WETHERING SUJECT THE PPLIED COTING TO,000 HOUR EXPOSURE TEST IN TWIN-CRON-RC-WETHEROMETER, STM G 3, TYPE D, T N OPERTING TEMPERTURE OF DEGREES F. PERFORM THE TEST T 0-UTE CYCLES CONSISTING OF 7 UTES OF LIGHT ND 3 UTES OF WTER SPRY PLUS LIGHT. T THE END OF THE EXPOSURE TEST, THE EXPOSED SMPLES SHLL SHOW NO CHIPPING, FLKING OR PEELING. PREPRE THE PNELS FOR THIS TEST Y PPLYING THE COTING T SPREDING RTE OF 0 +/- SQ FEET PER GLLON TO OTH S ND EDGES OF PNELS CUT FROM SESTOS CEMENT SHINGLES IN CCORDNCE WITH FEDERL SPECIFICTION SS-S-3, TYPE I. CURING TIME SHLL E IN CCORDNCE WITH (). 3. FUNGUS GROWTH RESISTNCE THE PPLIED FINISH COTING SHLL PSS THE FUNGUS RESISTNCE TEST IN CCORDNCE WITH FEDERL SPECIFICTIONS TT-P-9G. FUNGUS GROWTH SHLL NOT E INDICTED FTER IMUM INCUTION PERIOD OF DYS. MTERILS PPROVL: SUMIT CERTIFIED TEST DT TO THE ENGINEER THT SHOWS THE SELER MEETS THE MTERIL REQUIREMENTS. TKE VERIFICTION SMPLE DURING THE COTING OPERTING Y COLLECTING QURT SMPLE FROM THE SPRY GUN DURING PPLICTION. SEND THE SMPLE TO THE OFFICE MTERILS MNGEMENT, 0 W. ROD ST., COLUMUS, OH 33, TTN: CHEM SECTION FOR TESTING. INDICTE THE RND NME, PRODUCER ND LOT NUMER OF THE MTERIL. THIS SMPLE IS FOR VERIFICTION OF MTERILS NOT CCEPTNCE. CONTRCTOR TESTING EQUIPMENT:PROVIDE, IN GOOD WORKING ORDER, THE FOLLOWING TESTING EQUIPMENT:. ONE SLING PSYCHROMETER INCLUDING PSYCHOMETRIC TLES USED TO RELTIVE HUMIDITY ND DEW POINT TEMPERTURE.. TWO STEEL SURFCE THERMOMETERS CCURTE WITHIN DEGREES F OR ONE PORTLE INFRRED THERMOMETER VILLE FROM: MODEL: RYNGER ST SERIES (-8 DEGREES C TO 00 DEGREES C) MNUFCTURER: RYTEK INC. SNT CRUZ, C (800) OR PPROVED EQUL TO THE PORTLE INFRRED THERMOMETER 3. SSPC VISUL FOR RSIVE LST CLENED STEEL SSPC-VIS -89. ONE RECORDER THERMOMETER CPLE OF RECORDING THE, TIME ND TEMPERTURE OVER PERIOD OF T LEST HOURS. SURFCE PREPRTION: FOR OTH SORPTIVE ND NON-SORPTIVE SURFCES, FTER COMPLETING THE CURING PERIOD, THOROUGHLY CLEN LL CONCRETE SURFCES. REMOVE DUST, DIRT, OIL, WX, CURING COMPONENTS, EFFLORESCENCE, LITNCE, COTINGS ND OTHER FOREIGN MTERILS. PROVIDE WRITTEN CCEPTNCE FROM THE SELER MNUFCTURER FOR NY CHEMICLS ND OTHER CLENING COMPOUNDS USED TO HELP REMOVE FOREIGN MTERILS. USE CLENING EQUIPMENT FITTED WITH SUITLE TRPS, FILTERS, DRIP PNS ND OTHER DEVICES TO PREVENT OIL OR OTHER FOREIGN MTERIL EING DEPOSITED ON THE SURFCE. FOR NON-SORPTIVE SURFCES, USE ONE OR OTH OF THE FOLLOWING METHODS TO PRODUCE SURFCE THT FEELS ND LOOKS LIKE 0 GRIT SNDPPER OR CORSER. PROVIDE THE ENGINEER SNDPPER FOR COMPRISON:. WTER LST T 7000 PSI IMUM, OR. RSIVE LST, FOLLOWED Y IR ROOG OR POWER SWEEPING, TO REMOVE DUST ND SND FROM THE SURFCE ND OPENED PORES. FOR SORPTIVE SURFCES, SUPPLY ND FOLLOW WRITTEN SURFCE PREPRTION RECOMMENDTIONS FROM THE COTING MNUFCTURER. LL SORPTIVE ND NON-SORPTIVE SURFCES TO E COTED SHLL E FREE OF DUST EFORE SELER PPLICTION. PPLY THE SELER FTER NEW CONCRETE HS IR DRIED FOR T LEST THREE (3) DYS IN DDITION TO THE REQUIRED CURING TIME. CURE GROUT FILLED CVITIES THE SME S THE NEW CONCRETE ND IR-DRY FOR THREE DYS. PPLY THE SELER TO CCELERTED CURED FTER THE CONCRETE HS RECHED ITS REQUIRED 8 DY DESIGN STRENGTH; CVITIES HVE EEN GROUT FILLED ND CURED; ND THE TOTL COMPONENT IS IR-DRIED FOR THREE (3) DYS. IN DDITION TO THE REQUIREMENTS IN THE TWO PRECEEDING PRGRPHS, COMPLY WITH.03.G. LST CLEN NY RUST STINED RES ON THE CONCRETE TWICE. IF EXPOSED REINFORCING STEEL CHIR LEGS OR OTHER RE SUPPORT STEEL IS VISILE, SNDLST CLEN THT LOCTION TO SSPC-SP COMMERCIL LST. CONTCT THE ENGINEER TO DETERE IF THE CONCRETE COMPONENT IS STILL CCEPTLE. IF THE EXPOSED STEEL IS REINFORCING, REMOVE THE CONCRETE COMPONENT ND CONR IT REJECTED. IF THE ENGINEER PPROVES THE PIECE, RE-CLEN THE RE TO REMOVE RUST EFORE PPLYING THE SELER. PROVIDE THE MTERILS MNGEMENT N PPLICTION PROCEDURE THT DESCRIES HOW LL SURFCES WILL E COTED ND HOW DMGED RES WILL E TOUCHED UP. PRE-COTING IN THE ER'S YRD, WHETHER PRTIL OR TOTL, IS CCEPTLE. THE ENGINEER MY REQUIRE DDITIONL FIELD PPLICTION EFORE FINL CCEPTNCE. EQUIPMENT:USE PPLICTION EQUIPMENT RECOMMENDED Y THE SELER MNUFCTURER. SPRY EQUIPMENT TNKS, HOSES, ROLLERS, ETC., SHLL E CLEN ND FREE OF FOREIGN MTTER, OIL RESIDUE ND WTER PRIOR TO PPLYING THE CONCRETE SELER. PPLICTION TEMPERTURES: IMUM MIENT TEMPERTURE: 0 DEGREES F IMUM MIENT TEMPERTURE: 0 DEGREES F DO NOT PPLY SELER IF THE MIENT TEMPERTURE IS EXPECTED TO E ELOW OR OVE THE OVE TEMPERTURE RNGE FOR UP TO HOURS FTER PPLICTION. DO NOT PPLY THE SELER IF RIN IS NTICIPTED WITHIN HOURS FTER PPLICTION. FOLLOW THE MNUFCTURER'S RECOMMENDED TEMPERTURES IF MORE RESTRICTIVE THN SPECIFIED OVE. CLERLY NOTE WHERE PPLICTION HS STOPPED IF UNLE TO COMPLETE THE ENTIRE PPLICTION CONTINUOUSLY. RE-INSPECT ND RELST T THE NEW STRT POINT TO MEET SPECIFICTIONS. MIXING:MIX SELER CCORDING TO THE MNUFCTURER'S RECOMMENDED WRITTEN PROCEDURES. MIX TO UNIFORM CONSISTENCY ND MINTIN THT DURING THE PPLICTION. TEST PPLICTION:PPLY THE SELER TO MESURED TEST COVERGE RE OF DIFFERENT NOISE WLL COMPONENTS TO DEMONSTRTE THE DESIRED PHYSICL ND VISUL EFFECT OF THE SELER ND TO SHOW THE MTERILS MNGEMENT THT COVERGE IS CHIEVED. PPERNCE:PPLY THE SELER TO CHIEVE UNIFORM PPERNCE. FOR WLLS WITH RICK PPERNCE, SEL THE ENTIRE WLL WITH GRY SELER ND PPLY THE RICK COLOR IN SECOND COT USING ROLLERS. THE SELER PPERNCE SHLL E UNIFORM FROM PNEL TO PNEL ND Y TO Y DISTRTOR Y: GNNETT FLEG, INC IMPCT RESISTNCE PPLY THE COTING TO CONCRETE PNEL PREPRED CCORDING TO FEDERL TEST METHOD S, METHOD 0, T SPREDING RTE OF 0 +/- SQURE FEET PER GLLON ND CURE FOR DYS T ROOM TEMPERTURE. PERFORM THE TEST USING THE GRDNER MNDREL IMPCT TESTER IN CCORDNCE WITH STM D 79 USING ONE-HLF INCH INDENTER WITH N IMPCT LOD OF INCH-POUNDS. THE COTING SHLL SHOW NO CHIPPING UNDER THIS IMPCT LOD. STORGE: STORE SELER COMPONENTS IN TIGHTLY SELED CONTINERS IN DRY LOCTION ND S RECOMMENDED Y THE MNUFCTURER. PROVIDE THE MTERILS MNGEMENT WITH THE MNUFCTURER'S WRITTEN DOCUMENTTION ON STORGE ND REQUIRED TEMPERTURE. PROTECTION OF DJOINING SURFCES ND THE PULIC:WHEN PPLYING SELER, PROTECT DJOINING SURFCES THT SHOULDN'T E COTED Y MSKING OFF, OR Y OTHER MENS. PROTECT THE PULIC WHEN PPLYING SELER IN N RE USED Y THE PULIC SLT-SPRY RESISTNCE TEST COT CONCRETE SPECIMEN T THE RTE OF 0 +/- SQURE FEET PER GLLON ND CURE FOR DYS T ROOM TEMPERTURE. EXPOSE THE COTED SPECIMEN TO % SLT SOLUTION IN CCORDNCE WITH STM 7 FOR 000 HOURS WHERE THE TMOSPHERIC TEMPERTURE IS MINTINED T 90 DEGREES +/- DEGREES F. T THE END OF THE 000 HOURS OF EXPOSURE, THE COTING SHLL SHOW NO ILL EFFECTS, LOSS OF DHESION OR DETERIORTION. FLEXIILITY TEST CST SHEET METL SPECIMEN WITH THE PPLIED FINISH COTING T RTE OF 0 +/- SQURE FEET PER GLLON ND CURE FOR 8 HOURS T ROOM TEMPERTURE. END THE COTED SPECIMEN 80 DEGREES OVER ONE ()-INCH ROUND MNDREL. FTER ENDING, THE COTING SHLL SHOW NO REKING. SORPTION THE SORPTION OF TRETED CONCRETE UNDER TOTL IMMERSION SHLL NOT EXCEED.0% FTER 8 HOURS OR.0% FTER 0 DYS (STM C, NON-IR ENTRINED CONCRETE). PROPORTION ND MIX CONCRETE N CCORDNCE WITH STM C7. SCLING RESISTNCE TRETED CONCRETE SHLL PSS STM C7, SCLING RESISTNCE TEST WITH RTING OF "NO SCLING" FTER 0 CYCLES (NON-IR ENTRINED CONCRETE) S COMPRED TO "SEVERE SCLING" ON UNTRETED CONCRETE. PROTECT SPHLT ND MSTIC TYPE SURFCES FROM SPILLGE ND HEVY OVERSPRY. DO NOT PPLY THE SELER ON JOINT SELNTS WHICH HVE NOT CURED CCORDING TO THE MNUFCTURER'S INSTRUCTIONS. JOINT SELNTS, MY E PPLIED TO COTED SURFCES FTER THE SELER HS EEN PPLIED ND IS DRY TO THE TOUCH. ENVIRONMENTL REQUIREMENTS:PROTECT PLNTS ND VEGETTION FROM OVERSPRY Y COVERING WITH DROP CLOTHS. COMPLY WITH LL FEDERL, STTE ND LOCL ENVIRONMENTL RESTRICTIONS. PRECUTIONS:FOLLOW PRECUTIONS ON THE MNUFCTURER'S MSDS. SIS OF PYMENT:THE DEPRTMENT WILL CONR THE COST FOR MTERILS, LOR ND PPLICTION OF SELER S INCIDENTL TO THE SQURE FOOT COST OF THE NOISE WLL. 9. NCHRP SERIES IV - SOUTHERN EXPOSURE. SORED CHLORIDE - NOT TO EXCEED % OF UNTRETED CONCRETE 3 3

4 ='-0" OPTIONL INTEGRL OR NON-INTEGRL CP (SEE SHEET 7/3) STEP EXCEPT T NGLE REKS > 30 3 URY DEPTH (D) ='-0" (SEE TLE ON SHEET /3) : URY DEPTH (D) CN VRY ETWEEN " ND ='-0" TE = TOP OF RRIER ELEVTION " 3 3 C D E EXMPLE ELEVTION LONG FRONT FCE (RODWY ) (FOR INFORMTIONL PURPOSES ONLY) DL = DRILLED SHFT LENGTH 9'-0" ='-0" MINTIN LEVEL JOINT LINES CROSS IMUM OF 9'-0" COUSTIC PROFILE REFERENCE LINE (TYP.) INTEGRL PNEL CP (SEE SHEET /3) H = RRIER HEIGHT 8'-0" - '-0" OTTOM OF NOISE RRIER PNEL LEVEL FOUNDTION (SEE SHEET /3) " CONDUIT (SEE SHEET 3/3) OTTOM OF DRINGE TRENCH (SEE "TYPICL SLOPED SECTION" ON SHEET 3/3) 8'-0" 7 8'-0" 7 8 STEP EXCEPT T NGLE REKS > 30 F 8'-0" H = STEP LOCK HEIGHT 9 '-0" (SEE SHEET /3) G ='-0" : CONCRETE (SEE SHEETS 7-9/3) TOP OF NOISE RRIER PNEL LEVEL PHC PH CONCRETE PNEL (SEE SHEETS -/3) PNEL HEIGHT '-0", 8'-0" (SEE NOTE ND SHEET /3) PROVIDE STEP LOCK S NECESSRY (SEE SHEET /3) TSE = TOP OF ELEVTION (LEVEL) SE = OTTOM OF SHFT ELEVTION OTTOM OF RRIER ELEVTION (E) OPTIONL NON-INTEGRL CP SHOWN (SEE SHEET 7/3) FPH = FINISHED HEIGHT PT (SEE SHEET /3) (SEE SHEET 7/3) STRTING POINT (LOWEST PNEL/FINISHED GROUND LINE INTERFCE) GP (SEE SHEET /3) H = RRIER HEIGHT DL = DRILLED 8'-0", '-0" SHFT LENGTH " 30" O TYP : D CONCRETE (SEE SHEETS 7-9/3) URY DEPTH (WITH CK-SLOPE) (NO CK-SLOPE) STEEL SE PLTE (SEE SHEET /3) TSE = TOP OF DRILLED SHFT ELEVTION (LEVEL) FOUNDTION (SEE SHEET /3) Y: GNNETT FLEG, INC DISTRTOR 0-- CONCRETE (SEE SHEETS 7-9/3) CONCRETE PNEL (SEE SHEETS -/3) SECTION - ='-0" WORKING POINT C ='-0" STEEL SE PLTE (SEE SHEET /3) FOUNDTION (SEE SHEET /3) =7.. D 8'-0" 8'-0" F =8'-0" FRONT FCE (RODWY ) G ='-0" =0? - DESIGN ND LOCTION NUMER OR DESIGNTION? - PNEL DESIGN NUMER OR DESIGNTION = CENTER OF. FOR GENERL NOTES REFER TO SHEETS -3/3.. LL CONCRETE NOISE RRIERS SHLL HVE CP ON TOP OF THE RRIER ND S FOR ESTHETIC PURPOSES. 3. REFER TO THE PROJECT PLNS FOR, PNEL, ND FOUNDTION DESIGN DT.. IS DEFINED S THE POINT OF INTERSECTION OF THE WLL TNGENTS. IF THE DEFLECTION NGLE ( ) EQULS ZERO, THE IS THE POINT OF INTERSECTION OF THE WLL ND THE XIS. EXMPLE PLN VIEW. REFERENCE LINE IS DEFINED S VERTICL LINE THRU THE. (FOR INFORMTIONL PURPOSES ONLY). IMUM HEIGHT OF OTTOM PNEL SHLL E '-0". 3

5 D #3 PERIMETER C PL = PNEL LENGTH SWIFT LIFTING INSERT OR PPROVED EQUL (SEE VIEW D-D: LIFTING INSERT LOCTION DETIL) SWIFT LIFTING INSERT TENSION R TOP OF PNEL (LEVEL) Sv D 8" " (CENTERED ON STRUCTURL PNEL ) PNEL ND NOISE RRIER #3 PERIMETER Sh PL x 0. PL = PNEL LENGTH PL x 0.9 PL x 0.08 PL x 0.9 STRUCTURL PNEL LIFTING INSERTS PL = PNEL LENGTH PL x 0. PNEL ND NOISE RRIER SWIFT LIFTING INSERT SHER R SWIFT LIFTING INSERT OR PPROVED EQUL Y: GNNETT FLEG, INC. " PH = PNEL HEIGHT (CENTERED ON STRUCTURL PNEL Sh ) PL x 0. PL x 0.07 CHMFER #3 PERIMETER REQUIRED FOR 0 ND 30 C DEFLECTION S. OPTIONL FOR LL OTHER S " CLR. TO #3 RS PNEL STORGE ND OTTOM OF PNEL (LEVEL) SHIPPING SUPPORT CONCRETE PNEL ELEVTION " TO HORIZONTL REINFORCING WELDED WIRE FRIC (WWF) (SEE " CONCRETE PNEL DESIGN TLE") PL = PNEL LENGTH SECTION - #3 PERIMETER SORPTIVE MTERIL (WHEN SPECIFIED, SEE NOTE ) RODWY RENTIL 9" FOR 0 ND TYPE D S " FOR LL OTHER S (TOOLED CORNER PERMITTED) Sv " OR RCHITECTURLSURFCE TRETMENT (ƒ", ƒ" WHEN SPECIFIED) " CHMFER IN LIEU OF CHMFER WELDED WIRE FRIC (WWF) (SEE " CONCRETE PNEL DESIGN TLE") ", ƒ" RCHITECTURL SURFCE TRETMENT " CLER PPLIES TO THE #3 PERIMETER (HORIZONTL & VERTICL) THT RUNS PRLLEL TO ECH EDGE OF THE PNEL ND TO THE ENDS OF THE WELDED WIRE FRIC (HORIZONTL & VERTICL) FOR WIRES THT RUN NORML TO ECH EDGE OF THE PNEL. T ECH OF THE EDGES OF THE PNEL, PLCE THE OUTERMOST WIRE (THT RUNS PRLLEL TO THE EDGE) IN OF THE #3 PERIMETER. " CLR. (TYP LL ROUND, UNLESS NOTED OTHERWISE) DETILS TYPE (XIS) & D E C (DEEP) C (DEEP) C (SHLLOW) SRH = CTUL PNEL URY DEPTH PLD TLE DEPTH " & 0" " & 0" " & 0" 7 " 0" + " () (SEE NOTE ) " CLR. " CHMFER TRETMENTS) 7 " & 0" RODWY SUPPLEMENTL #3 FOR OTTOM PNELS, CENTERED ETWEEN WWF ROWS SECTION C-C REFERENCE LINE T= " STRUCTURL (DDITIONL REQUIRED FOR RCHITECTURL SURFCE PLD (IN.) 3ƒ" 3 " " 8" 9 " " RENTIL PH = PNEL HEIGHT T= " PLD = PNEL LENGTH DEDUCTION (VRIES). SEE "PLD TLE" ELOW FOR SUMMRY OF VLUES. (FOR PLD DIMENSION LOCTIONS SEE SHEETS 8-9/3) PNEL ND NOISE RRIER () (FT.) PS=8 8<PS< <PS< SWIFT LIFTING INSERT SHER PNEL HEIGHT (PH) (FT.) R WELDED WIRE FRIC (WWF) (SEE " CONCRETE PNEL DESIGN TLE") OF OTTOM PNELS. DESIGN WIND PRESSURE = PSF, SOIL UNIT WEIGHT = PCF WELDED WIRE FRIC WWF x-wcxwd C D STEEL RE (in /ft) HORIZONTL WWF x-wcxwd (U.S. CUSTOMRY) WHERE VERTICL VERTICL POSITION (` ). VIEW D-D: LIFTING INSERT LOCTION DETIL CONCRETE PNEL DESIGN TLE INSERT CPCITY IS SPECIFIED IN TONS. THE. NUMER OF LIFTING INSERTS SHLL E USED WHEN ROTTING THE PNEL OUT ITS EDGE FROM HORIZONTL TO VERTICL POSITION. IT IS PERMISSILE TO USE ONLY THE OUTER-MOST INSERTS FOR HNDLING IF THE PNEL REMINS IN. FOR GENERL NOTES REFER TO SHEETS -3/3. PL x 0.07 PL x 0.8 PL x 0.07 IMUM LLOWLE UNIT WEIGHT OF THE MTERIL IS 9. PSF. 7. REFERENCE LINE IS VERTICL LINE THRU THE.. 7 PNEL ND NOISE RRIER LIFTING INSERTS REINFORCING. IF STCKED PNELS RE REQUIRED REFER TO DETILS ON SHEET /3. (SURFCE TRETMENTS NOT SHOWN FOR CLRITY) '-" '-" '-0" '-0" '-0" '-" '-" '-0" '-0" '-0" '-8" LIFTING INSERTS NO. CPCITY = OF HORIZONTL RS (Sh) - INCHES = OF VERTICL RS (Sv) - INCHES C = HORIZONTL WIRE SIZE D = VERTICL WIRE SIZE WWF = WELDED WIRE FRIC STRUCTURL PNEL. THE PROJECT PLNS WILL PROVIDE THE WELDED WIRE FRIC REQUIREMENTS INCLUDING THE RE OF STEEL, THE LLOWLE PNEL URY DEPTH 3. DJUST PNEL LENGTH TO CCOMMO DETILS T ECH END S SHOWN IN SECTION - ND PLD TLE.. PROVIDE SUPPLEMENTL #3 RERS, CENTERED ETWEEN WWF ROWS, FOR DEPTH EQUL TO "SRH" IN THE OTTOM REQUIRED SUPPLEMENTL REINFORCING, ND THE IMUM NUMER OF LIFTING INSERTS REQUIRED FOR LL PNELS.. OF SORPTIVE MTERIL VRIES CCORDING TO THE MTERIL PROPERTIES USED Y THE MNUFCTURER. N/ N/ N/ N/ N/ N/ 3'-8" 3'-8" 3'-8" 3'-8" DISTRTOR 3 0--

6 H = TOTL HEIGHT OF RRIER PHC = PNEL HEIGHT WITH CP PH = PNEL HEIGHT W/O CP SEE DETIL ON THIS SHEET RENTIL SMOOTH FINISH ON OTTOM PNEL RCHITECTURL SURFCE TRETMENT #3 PERIMETER Sh SORPTIVE MTERIL 9. PSF WHEN SPECIFIED OR RCHITECTURLSURFCE TRETMENT (ƒ", ƒ" ) WHEN SPECIFIED WELDED WIRE FRIC (WWF) (SEE SHEET /3) SEE DETIL ON THIS SHEET RODWY CONCRETE PNEL T= " STRUCTURL (DDITIONL SURFCE TRETMENTS) STCKED PNEL DETIL SRH = PNEL URY DEPTH + " () SUPPLEMENTRY #3 SOIL FOR OTTOM PNELS S NEEDED REQUIRED FOR SOUND SORPTIVE FCING ND/OR RCHITECTURL INTEGRL CP " CHMFER (SEE NOTE ) " CHMFER (TOOLED CORNER (TOOLED CORNER OPTIONL CP INTEGRL CP OPTIONL CP PERMITTED) PERMITTED) OVERHNG (SEE NOTE ) OVERHNG PHC " PHC " ƒ" () RUSTICTION GROOVE ƒ" () RUSTICTION GROOVE " " DDITIONL T= " DDITIONL T= " DDITIONL FOR DDITIONL FOR RCHITECTURL FOR RCHITECTURL FOR RCHITECTURL SORPTIVE MTERIL SURFCE TRETMENT SURFCE TRETMENT SURFCE TRETMENT ( ", ƒ" ) ( ", ƒ" ) (ƒ", ƒ" ) RODWY RENTIL RODWY RENTIL DETIL - REFLECTIVE PNEL WITH INTEGRL CP DETIL - SORPTIVE PNEL WITH INTEGRL CP. FOR GENERL NOTES REFER TO SHEETS -3/3.. INTEGRL CP DETILS MY VRY. REFER TO PROJECT PLNS FOR SPECIFIC DETILS. OTTOM OF CP MUST HVE RUSTICTION GROOVES OR OVERHNGS; PINTED LINES RE NOT LLOWED. 3. OF SORPTIVE MTERIL VRIES CCORDING TO THE MTERIL PROPERTIES USED Y THE MNUFCTURER.. THE RUSTICTION GROOVE SHLL COINCIDE WITH THE TOP OF THE HIGHEST DJCENT PNEL S REQUIRED Y DESIGN ND SHOWN ON PROJECT PLNS Y: GNNETT FLEG, INC DISTRTOR 0-- RCHITECTURL RENTIL SURFCE TRETMENT ( ", ƒ" ) ƒ" O FOM CKER ROD RODWY RENTIL ƒ" O FOM CKER ROD RODWY PH OR PHC PH 0 " 0ƒ" " 0ƒ" " 0ƒ " 0 " 0 " " 0 " 0ƒ" 0 " " " 0 " 0ƒ" T= " RCHITECTURL SURFCE TRETMENT ( ", ƒ" ) " CHMFER RCHITECTURL SURFCE TRETMENT (ƒ", ƒ" ) 0 " 0ƒ" " 0ƒ" " 0ƒ " 0 " 0 " " 0 " 0ƒ" 0 " " " 0 " 0ƒ" T= " DDITIONL FOR SORPTIVE MTERIL PH OR PHC PH DETIL - REFLECTIVE PNEL KEYWY DETIL DETIL - SORPTIVE PNEL KEYWY DETIL 3

7 FPH x 0. FPH x " STORGE ND SHIPPING SUPPORT LOCTION "" RERS "" THREDED RODS SS FOR INTEGRL CP SEE DETIL C FOR NON-INTEGRL CP SEE DETIL D OPTIONL CP OVERHNG LIFT NCHORS & INSERTS #3 STIRRUPS SPCED S SHOWN IN TLES WITH NON-INTEGRL CP FPH = H + NIC (SEE LEGEND) WITH INTEGRL CP FPH = H (SEE LEGEND) H DEPTH + " F DEPTH 3 " ƒ" CHMFER WIDTH WIDTH WIDTH " THRU HOLE (CST INTO CP) FOR ƒ" NCHOR OLT THREDED INTO -TON FERRULE LOOP INSERT E E TOP VIEW G WIDTH + " 3 " " F " OPTIONL CP OVERHNG " RUSTICTION GROOVE 3 " -TON CPCITY SWIFT LIFT NCHOR; RECESS TO E FILLED WITH NON-SHRINK GROUT S PER CMS.9 H TOP OF INTEGRL CP (SEE NOTE ) " DEPTH TOP OF INTEGRL PNEL CP (TE) VIEW E-E DETIL C - INTEGRL CP DETIL (" TYPE SHOWN, OTHERS SIMILR) " CLER TOP ND S " " CHMFER (TOOLED CORNER PERMITTED) TOP OF NON-INTEGRL CP DEPTH + " (SEE NOTE ) " O ƒ " " " FPH " -TON CPCITY SWIFT LIFT NCHOR ND RECESS -TON CPCITY (REMOVED FROM OTHER SWIFT LIFT NCHOR; VIEWS FOR CLRITY) RECESS TO E FILLED WITH NON-SHRINK GROUT S PER CMS.9 DEPTH DEPTH DEPTH " NIC " " FPH #3 PERIMETER ƒ" -TON REINFORCING FERRULE LOOP INSERT " H WIDTH VIEW F-F WIDTH + " " TOP OF INTEGRL CP (SEE NOTE ) " TOP OF INTEGRL PNEL CP (TE) (STEPPED PNEL) ƒ" NCHOR OLT WITH CIRCULR WSHER " THRU HOLE (CST INTO CP) FOR ƒ" NCHOR OLT " " TOP OF INTEGRL PNEL CP (TE) (STEPPED PNEL) ƒ" -TON FERRULE LOOP INSERT Y: GNNETT FLEG, INC DISTRTOR 0-- TOP OF INTEGRL PNEL CP (TE) TR.E = THREDED ROD EMEDMENT S SHOWN IN TLES ON SHEETS 9-/ FPH x 0. FPH x 0.07 TYPICL #3 " LONG THREDED ROD LENGTH " x ƒ" DEEP RECESS (CST INTO CP) TO E FILLED WITH NON-SHRINK GROUT S PER CMS.9 WIDTH WIDTH LIFT NCHORS WIDTH & INSERTS G TOP VIEW = DIMENSION VRIES WITH CP DETIL H = RRIER HEIGHT TE = TOP OF RRIER ELEVTION FPH = FINISHED HEIGHT NIC = NON-INTEGRL CP DDITION SECTION G-G SECTION H-H DETIL D - NON-INTEGRL CP DETIL (" TYPE SHOWN, OTHERS SIMILR). FOR GENERL NOTES REFER TO SHEETS -3/3.. FSTEN THE NON-INTEGRL CP TOP THE Y THREDING ƒ" O NCHOR OLT INTO THE FERRULE LOOP INSERT. 3. NON-INTEGRL CP NCHOR OLT SHLL E GLVNIZED STM 3; CIRCULR WSHER SHLL E GLVNIZED STM F3.. OTTOM OF INTEGRL CP MUST HVE RUSTICTION GROOVES OR OVERHNGS; PINTED LINES RE NOT LLOWED. ELEVTION, REINFORCING, ND STORGE PLN = CENTER OF 7 3

8 CONCRETE PNEL #3 STIRRUP J STGGERED " ƒ" CHMFER ƒ " " " 0ƒ " 3ƒ" " " " 3 " TYPE " " " " " " " " '-" '-" =0 `7. #3 STIRRUP P STGGERED (80 - ) "" RER "" THREDED ROD " CHMFER CONCRETE PNEL ƒ" CHMFER CONCRETE PNEL =30 `7. " 90 " 3ƒ" " " CHMFER CONCRETE PNEL " " TYPE #3 STIRRUP R STGGERED " " ƒ " '-" #3 STIRRUPS K & L PIRED "" RER "" THREDED ROD " " " ƒ" 8 " ƒ" " '-" " ˆ " " " " ƒ" CHMFER CONCRETE PNEL '-" 7 " " " " (SHLLOW XIS) =0 `7. 3 " " " " " " TYPE C " " " MRK TYPE LENGTH J K M N P R #3 STIRRUP SCHEDULE '- " "" RER "" THREDED ROD '-" '- C " 9" 3 " 9" ENDING DIGRMS DIMENSIONS '-" '-" L '- " " '-" =90 8" WORKING POINT 8ƒ " 8ƒ " '- " '-3 " '-8" '- " " CONCRETE PNEL (DEEP XIS) #3 STIRRUPS M & N PIRED " " " " '-" '-0 " C " 3 " Y: GNNETT FLEG, INC DISTRTOR 0-- GEOMETRY "" RER "" THREDED ROD STIRRUP "" RER "" THREDED ROD STIRRUP "" RER "" THREDED ROD STIRRUP "" RER "" THREDED ROD STIRRUP "" RER "" THREDED ROD STIRRUP RRIER HEIGHT SIZE SIZE O TR.E (SS) SIZE SIZE O TR.E (SS) SIZE SIZE O TR.E (SS) SIZE SIZE O TR.E (SS) SIZE SIZE O TR.E (SS) (H) () 8'<H<' '<H<' '-0" '-0" # # ƒ" CHMFER TYPE ï» î - USE 0" CONCRETE ; SEE SHEET # # ƒ " 3 " " TYPE D 9 # # "" RER "" THREDED ROD (80 - ) TYPE # # ƒ 9 3 " CONCRETE DT #9 TYPE D #9 ƒ" CHMFER #8 " 3 " " " " TYPE E TYPE E # "" RER "" THREDED ROD (80 - ) # #8 # TYPE C # #8 # ƒ TYPE- TYPE- = PNEL LENGTH DEDUCTION (PLD) DIMENSION S SHOWN IN "PLD TLE" ON SHEET /3. TR.E = THREDED ROD EMEDMENT, SEE SHEET 7/3. SS = STIRRUP, SEE SHEET 7/3. O = IMUM NOL THRED DIMETER = CENTER OF. FOR GENERL NOTES REFER TO SHEETS -3/3.. "" THREDED RODS RE USED FOR THE STEEL SE PLTE CONNECTIONS. IN LIEU OF PROVIDING SEPRTE THREDED RODS, THE "" RERS MY E EXTENDED ND SUPPLIED WITH THREDED ENDS TO CONNECT THE STEEL SE PLTE TO THE OTTOM OF THE. REFER TO THE STEEL SE PLTE DETILS ON SHEET /3. EXTENDED "" RERS SHLL E GLVNIZED FULL LENGTH. 3. INSTLL REINFORCING STEEL WITH IMUM CLERNCE OF " FROM LL CONCRETE SURFCES UNLESS NOTED OTHERWISE.. FOR DDITIONL DETILS REFER TO SHEET 7/3.. IS DEFINED S THE POINT OF INTERSECTION OF THE WLL TNGENTS. IF THE DEFLECTION NGLE ( ) EQULS ZERO, THE IS THE POINT OF INTERSECTION OF THE WLL ND THE XIS. 8 3

9 CONCRETE PNEL #3 STIRRUP S STGGERED 7" " 7" ƒ" CHMFER 7ƒ " " " 0ƒ " " 3ƒ" " " TYPE " " 3 " " 7 " 7 " '-8" "" RER "" THREDED ROD 7 " " 7 " '-8" =0 `7. #3 STIRRUP Y STGGERED (80 - ) " CHMFER ƒ" CHMFER CONCRETE PNEL CONCRETE PNEL =30 `7. 7" " 7" " 90 " CHMFER 3ƒ" #3 STIRRUP Z STGGERED CONCRETE PNEL NOISE RRIER 9" " " " " " TYPE ƒ " '-8" '-" " " " ƒ" 8 " ƒ" " #3 STIRRUPS T & U PIRED ƒ " "" RER "" THREDED ROD Œ " 7 " " 8" '-8" ƒ" CHMFER 8ƒ " " " (SHLLOW XIS) " CONCRETE PNEL =0 `7. 3 " " " " " " TYPE C MRK TYPE LENGTH S T W X Y Z " " "" RER U #3 STIRRUP SCHEDULE '-8" "" THREDED ROD ƒ " 9 " WORKING POINT '- '-9" '- '-7" '-" '-0" '-9ƒ" C " 9" " 3 " 9" " " ENDING DIGRMS =90 " " (DEEP XIS) CONCRETE PNEL #3 STIRRUPS W & X PIRED DIMENSIONS '- '- '- '-" '-" '- " '-3ƒ" 3 " C Y: GNNETT FLEG, INC DISTRTOR 0-- GEOMETRY "" RER "" THREDED ROD STIRRUP "" RER "" THREDED ROD STIRRUP "" RER "" THREDED ROD STIRRUP "" RER "" THREDED ROD STIRRUP "" RER "" THREDED ROD STIRRUP RRIER HEIGHT SIZE SIZE O TR.E (SS) SIZE SIZE O TR.E (SS) SIZE SIZE O TR.E (SS) SIZE SIZE O TR.E (SS) SIZE SIZE O TR.E (SS) (H) () H<3' H<' H<' H<' '-0" 3'-0" # # # ƒ" CHMFER TYPE # # # " 3 " " TYPE D "" RER "" THREDED ROD (80 - ) TYPE #8 #8 # # ƒ 30 0" CONCRETE DT TYPE D ƒ" CHMFER " 3 " " " " TYPE E TYPE E "" RER "" THREDED ROD (80 - ) # # 7 # # 7 # # TYPE C TYPE- TYPE- = PNEL LENGTH DEDUCTION (PLD) DIMENSION S SHOWN IN "PLD TLE" ON SHEET /3. TR.E = THREDED ROD EMEDMENT, SEE SHEET 7/3. SS = STIRRUP, SEE SHEET 7/3. O = IMUM NOL THRED DIMETER = CENTER OF. FOR GENERL NOTES REFER TO SHEETS -3/3.. "" THREDED RODS RE USED FOR THE STEEL SE PLTE CONNECTIONS. IN LIEU OF PROVIDING SEPRTE THREDED RODS, THE "" RERS MY E EXTENDED ND SUPPLIED WITH THREDED ENDS TO CONNECT THE STEEL SE PLTE TO THE OTTOM OF THE. REFER TO STEEL SE PLTE DETILS ON SHEET /3. EXTENDED "" RERS SHLL E GLVNIZED FULL LENGTH. 3. INSTLL REINFORCING STEEL WITH IMUM CLERNCE OF " FROM LL CONCRETE SURFCES UNLESS NOTED OTHERWISE.. FOR DDITIONL DETILS REFER TO SHEET 7/3.. IS DEFINED S THE POINT OF INTERSECTION OF THE WLL TNGENTS. IF THE DEFLECTION NGLE ( ) EQULS ZERO, THE IS THE POINT OF INTERSECTION OF THE WLL ND THE XIS. 9 3

10 SHORT SLOTTED HOLE '-" () 8" 8" OLT HOLE '-8" () STEEL SE PLTE (GLVNIZED) HOLES FOR "" THREDED RODS TO E LPPED WITH TWO OUTERMOST "" RERS " 7" 7" STEEL SE PLTE PLN (" TYPE SHOWN, OTHERS SIMILR). FOR GENERL NOTES REFER TO SHEETS -3/3.. FOR SECTION I-I, SEE SHEET /3. 3. INSTLL LL THREDED CONNECTIONS CCORDING TO THE NCHOR OLT NUT REQUIREMENTS OF CMS PROVIDE HEDED NCHOR OLTS WITH CIRCULR WSHERS; HOOKED ENDS RE NOT LLOWED.. IN LIEU OF PROVIDING SEPRTE THREDED RODS, THE "" RERS MY E FRICTED WITH THREDED ENDS ND EXTENDED TO CONNECT THE SE PLTE TO THE OTTOM OF THE. EXTENDED "" RERS SHLL E GLVNIZED FULL LENGTH. (FRICTOR TO DETIL HOLE LOCTIONS ND SIZES ON SHOP DRWINGS). THREDED PLTE CONNECTION: IN LIEU OF OLTED PLTE CONNECTION, THE SE PLTE HOLES MY E TPPED TO CCOMMO THE THREDED "" RERS OR "" THREDED RODS. THREDED "" RERS OR "" THREDED RODS SHLL E THREDED INTO THE SEPLTE (TP = " ) ND TCK WELDED IN PLCE. THE SSEMLY SHLL E CST INTO THE. 7. FRICTOR SHLL DETIL NCHOR OLT PROJECTION (P) ON SHOP DRWINGS. WHEN INSTLLED, THE END OF THE OLT SHLL PROJECT T LEST TWO THRED LENGTHS OUT THE FCE OF THE NUT. DDITIONL PLTE MTERIL REQUIRED FOR TYPE C LONG DEEP XIS (SEE DETILS ON PGES 8-9/3) FRICTOR TO DETIL HOLE LOCTIONS ND SIZES ON SHOP DRWINGS SED UPON SELECTED CONNECTION TYPE. HOLE DIMETER FOR OLTED PLTE CONNECTION: "" THREDED RER OR "" THREDED ROD DIMETER + " HOLE DIMETER FOR THREDED PLTE CONNECTION: S REQUIRED TO PROVIDE UNC THREDED HOLE TO CCOMMO THE UNC THREDED ROD OR RER (SEE NOTE ) TSE = TOP OF DRILLED SHFT ELEVTION (LEVEL) "" RERS PERMITED TO E THREDED ND USED IN LIEU OF "" THREDED RODS (SEE NOTE ) OLT HOLE "W" OLT HOLE "L".E = NCHOR OLT EMEDMENT LENGTH P = PROJECTION (SEE NOTE 8) TL = THRED LENGTH = P + " () GP =. x O "D" TP = THREDED PROJECTION " PT I I ELEVTION ( CONCRETE WITH OLTED SE PLTE CONNECTION TO ) GLVNIZED "" THREDED RODS OR THREDED "" RERS (SEE NOTE ) CONCRETE STEEL SE PLTE (GLVNIZED) URR THREDS FTER TIGHTENING NUTS HEVY HEX DOULE NUTS ND OVERSIZED WSHER (GLVNIZED) OPTIONL THREDED PLTE CONNECTION (SEE NOTES 3 & ) HEVY HEX LEVELING NUT ND OVERSIZED WSHER (GLVNIZED) UNDLED TIES HEVY HEX NUT, ND CIRCULR WSHER REQUIRED FOR OLTED PLTE CONNECTION (SEE NOTE 3 & ) "D" NCHOR OLTS URR THREDS FTER (GLVNIZED) TIGHTENING SEE NOTE CLR. " TIES T TIES T " LONG LENGTH OF NCHOR OLT DL = LENGTH Y: GNNETT FLEG, INC DISTRTOR 0-- GEOMETRY PLTE RRIER HEIGHT (PT) (H) () (IN.) TYPE TYPE "D" NCHOR OLT OLT HOLE PLTE "D" NCHOR OLT OLT HOLE PLTE O EMEDMENT L X W (PT) O EMEDMENT L X W (PT) SE PLTE DT FOR " CONCRETE S TYPE D TYPE E TYPE C "D" NCHOR OLT OLT HOLE PLTE "D" NCHOR OLT OLT HOLE PLTE "D" NCHOR OLT OLT HOLE O EMEDMENT L X W (PT) O EMEDMENT L X W (PT) O EMEDMENT L X W (IN.) (.E, IN.) (IN. X IN.) (IN.) (IN.) (.E, IN.) (IN. X IN.) (IN.) (IN.) (.E, IN.) (IN. X IN.) (IN.) (IN.) (.E, IN.) (IN. X IN.) (IN.) (IN.) (.E, IN.) (IN. X IN.) 8' <H<' '<H<' '-0" '-0" GEOMETRY RRIER HEIGHT (H) H<3' H<' () '-0" 3'-0" 3 PLTE (PT) (IN.) TYPE (IN.) X X Œ X "D" NCHOR OLT OLT HOLE PLTE O EMEDMENT L X W (PT) ƒ ˆ X X X ƒ ˆ X X X ƒ ˆ X X 3 Œ X 8 X X SE PLTE DT FOR 0" CONCRETE S "D" NCHOR OLT OLT HOLE PLTE O EMEDMENT L X W (PT) "D" NCHOR OLT OLT HOLE PLTE O EMEDMENT L X W (PT) "D" NCHOR OLT OLT HOLE PLTE O EMEDMENT L X W (PT) "D" NCHOR OLT EMEDMENT OLT HOLE (.E, IN.) (IN. X IN.) (IN.) (IN.) (.E, IN.) (IN. X IN.) (IN.) (IN.) (.E, IN.) (IN. X IN.) (IN.) (IN.) (.E, IN.) (IN. X IN.) (IN.) (IN.) (.E, IN.) (IN. X IN.) 39 Ž X X 3 X 3 Œ X X 39 Ž X ƒ TYPE X TYPE D 39 Ž X TYPE E 3 Œ X TYPE C O ˆ X L X W X UNC = UNIFIED NTIONL CORSE S PER NSI 8.. ND 8...E = "D" NCHOR OLT EMEDMENT LENGTH PT = STEEL SE PLTE = CENTER OF H<' 39 Ž X X 39 Ž X 3 X X H<' ƒ 3 Œ X X ƒ 3 Œ X 8 X X ï» î - USE 0" CONCRETE 3

11 PREFORMED ERING PD "D" NCHOR OLT STEEL SE PLTE 7" X CONCRETE STEP LOCK PLCED DIRECTLY ON STEEL SE PLTE ND CONNECTED TO CONCRETE WITH ƒ" NCHOR OLTS (SEE DETILS E & F THIS SHEET) Y: GNNETT FLEG, INC. PREFORMED ERING PD PLCE IMUM OF TWO () " X " X " PREFORMED ERING PDS UNDER THE PNEL E = OTTOM OF RRIER ELEVTION (DOES NOT INCLUDE PREFORMED ERING PD ) STEEL SE PLTE GP (SEE SHEET /3) PNEL SET ELEVTION (THREDED RODS NOT SHOWN FOR CLRITY) TOP OF CONCRETE STEP LOCK (SEE NOTE ) TSE = TOP OF DRILLED SHFT ELEVTION (LEVEL) OTTOM OF CONCRETE STEP LOCK (SEE NOTE ) "D" NCHOR OLTS TOP OF CONCRETE STEP LOCK (SEE NOTE ) PREFORMED ERING PD STEP LOCK ND NOISE RRIER CONCRETE PNEL SET PLN WITH INTEGRL STEP LOCK (", TYPE E SHOWN; OTHER S SIMILR) CONCRETE PNEL " O HOLE CST THRU STEP LOCK DISTRTOR 7" = CENTER OF "D" NCHOR OLT PREFORMED ERING PD CONCRETE 7" X CONCRETE STEP LOCK PLCED DIRECTLY ON STEEL SE PLTE PNEL SET PLN WITH NON-INTEGRL STEP LOCK (" TYPE SHOWN; OTHER S SIMILR) STEEL SE PLTE CONCRETE PNEL PREFORMED ERING PD H = STEP LOCK HEIGHT;, '-0" OTTOM OF CONCRETE STEP LOCK " " " (SEE NOTE ) '-" DIMENSIONS TO E EQUL FROM ECH END OF STEP LOCK. MY E UNEQUL WHEN NECESSRY TO VOID SHER REINFORCING. DETIL F - STEP LOCK NCHOR LYOUT H < NO NCHORS " THRU HOLE FOR STEP LOCK NCHOR NCHOR REQUIRED '-0" < H < NCHOR REQUIRED 3'-0": NCHORS REQUIRED '-0" < H < '-0": 3 NCHORS REQUIRED 3'-0" < H < THIN SL FERRULE INSERT TON CPCITY (OR PPROVED EQUL) ƒ" O OLT, NUT, ND CIRCULR WSHER (STM 3) CONCRETE INSTLL OLTS CCORDING 3 " TO C&MS 3.0 SNUG TIGHT EMED. CONDITION. URR THREDS FTER TIGHTENING. DETIL E - INTEGRL STEP LOCK. FOR GENERL NOTES REFER TO SHEETS -3/3.. NON-INTEGRL CONCRETE STEP LOCKS SHLL E USED FROM IMUM HEIGHT OF TO IMUM HEIGHT OF. INTEGRL CONCRETE STEP LOCKS SHLL E USED FOR FOR HEIGHTS OVER UP TO ND INCLUDING '-0", S DETILED ON THIS SHEET. PLCE THE STEP LOCK DIRECTLY ON THE STEEL SE PLTE ND THEN PLCE THE PREFORMED ERING PD(S) ON TOP OF THE STEP LOCK. ENSURE THT THE STEP LOCK IS FULLY SETED ON THE STEEL SE PLTE. 3. ENSURE THT STEP LOCK NCHOR LOCTIONS DO NOT INTERFERE WITH CONCRETE SHER REINFORCING. REFER TO "DETIL F" ON THIS SHEET FOR NCHOR LOCTION REQUIREMENTS