COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY
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1 ƒ"xƒ" CHMFER '- 6 " " C " C TYP. VERTIC W THRIE-EM TO TYP. VERTIC W TRNSITION SECTION 5'- TYP. CONCRETE CR. TRNSITION SECTION MX. CR. T+" 9" '-" 3'- TRNSVERSE RERS SHOWN ON TOP, ONGITUDIN RERS ON TOP SIMIR T T+'-0 " INSIDE RD.= T+ INSIDE RD.= 3" (SEE C-703M) GUTTER INE PN VIEW FOR TYP. VERTIC W TO TYP. TRNSITION (PN VIEW FOR T. VERTIC W TO CONCRETE TRNSITION SIMIR) '- 3 " " '-8 " RODWY CER DISTNCE FOR TYP. CONCRETE RRIER TYP. VERTIC W COVER DRIP NOTCH D THRIE-EM TO TYP. VERTIC W TRNSITION SECTION 5'- TYP. CONCRETE ƒ"xƒ" TYPIC VERTIC W RRIER DETI - T5 (FOR REINFORCEMENT IN DECK S, SEE D-60M) '- '- NORM WEIGHT CONCRETE '-3" IGHT WEIGHT CONCRETE VERTIC REINFORCEMENT (SEE TE FOR DIMENSIONS, C, D) TRNSITION SECTION (SEE C-703M) 3" 3'- CHMFER CR. MX. CR. 5 " '-" WHEN THE DECK IS SOPED WY FROM THE GUTTERINE, SOPE EG TO MTCH DECK CROSS-SOPE. DESIGNER TO PROVIDE NECESSRY DIMENSIONS. TE TRNSVERSE RERS VERTIC REINFORCEMENT SHOWN ON TOP, DIMENSIONS ONGITUDIN RERS ON TOP SIMIR C D EEVTION VIEW FOR TYP. VERTIC W TO TYP. TRNSITION 7" T+" T TYP. VERTIC '-7" " 6 " T. VERTIC W (FOR SECTIONS ND REINFORCEMENT DETIS, SEE SHEET ) TRNSITION SECTION T. CONCRETE COVER DRIP NOTCH T. VERTIC '-9" 3" 5 " THRIE-EM TO T. VERTIC W 5'- TRNSITION SECTION TERNTE VERTIC W RRIER DETI - T (FOR REINFORCEMENT IN DECK S, SEE D-60M) REINFORCEMENT R NOTES. REINFORCEMENT R DIMENSIONS RE OUT TO OUT OF R.. DIMENSIONS ONG CURVED PORTIONS OF R RE MESURED ONG THE OUTSIDE EDGE. (SEE C-703M) '- 3" EGEND: 3. RDIUS, R=, IS MESURED TO THE INSIDE EDGE OF THE REINFORCEMENT R. 7" WITHIN 0 FT. ON OTH SIDES OF N EXPNSION JOINT IN THE RRIER ND T THE END OF THE, REDUCE SPCING OF REINFORCEMENT RS TO HF THE SHOWN SPCING.. PROVIDE REINFORCEMENT RS, EPOXY COTED IN CCORDNCE WITH PUICTION 08, SECTION 709. (C). UNDERSIDE OF DECK S MY E CONSTRUCTED EVE. (CONTINUED) EEVTION VIEW FOR TERNTE VERTIC W TO TERNTE TRNSITION (FOR SECTIONS ND REINFORCEMENT DETIS, SEE SHEET ). PROVIDE MTERIS ND WORKMNSHIP IN CCORDNCE WITH PUICTION 08.. THE TYPIC VERTIC HS EEN CCEPTED Y FHW S T-5 RRIER DESIGNTION. 3. THE TERNTE VERTIC HS EEN CCEPTED Y FHW S T- RRIER DESIGNTION.. FOR DED OD CCUTIONS, THE WEIGHT OF VERTIC W RRIERS RE S FOOWS: TYP. VERTIC W 530./FT. T. VERTIC W 00./FT. SIDEWK VERTIC W 530./FT. RISED SIDEWK VERTIC W 50./FT. 5. THE VERTIC W IS PERMITTED IN EITHER NEW STRUCTURES OR REHIITTION PROJECTS. IF THE VERTIC D-60M CONCRETE DECK S NEEDS TO E CONNECTED TO N DJCENT TYPIC D-6M REINFORCED CONCRETE UTMENTS CONCRETE RRIER, THE VERTIC MUST E D-6M R.C. UTMENTS WITH CKW TRNSITIONED TO THE TYPIC CONCRETE RRIER S DETIED OVE. THIS TRNSITION IS DESIGNED TO PROVIDE T-. D-6M R.C. UTMENTS WITHOUT CKW D-657M I-EM ND OX EM RIDGES 6. NO JOINTS RE PERMITTED FROM THE END OF THE RRIER THROUGH D-658M SHER OCK DETIS T PIER - P/S CONCRETE I-EM THE END OF THE TRNSITION. FOR SHORT U-WINGS WHERE THIS ND OX EM RIDGES CONDITION IS NOT PRCTIC, CONTINUE THE VERTIC THROUGH THE JOINT EFORE EGINNING THE TRNSITION. D-66M OX EM REINFORCEMENT DETIS D-665M CONTINUITY FOR IVE OD DETIS OX EMS 7. NO JOINTS RE PERMITTED IN THE VERTIC W TERMINTION C-70M PROTECTIVE FENCE SECTION. C-703M THRIE-EM TO VERTIC W TRNSITION CONNECTION 8. THE VERTIC CN NOT E USED WITH UTMENTS WITH FRED WINGS. C-7M UMINUM PROTECTIVE RRIER C-76M UMINUM PEDESTRIN RIING CONCRETE VERTIC W C-70M C-73M C-736M C-767M UMINUM OR STEE RIDGE HND RIING NCHOR SYSTEMS REINFORCEMENT R FRICTION DETIS NEOPRENE STRIP SE DM FOR PRESTRESSED CONCRETE & STEE I-EM RIDGES RECOMMENDED PR.9, 06 RECOMMENDED PR.9, 06 SHEET OF C-788M TYPIC WTERPROOFING ND EXPNSION DETIS REFERENCE DRWINGS D-68M
2 ƒ"xƒ" CHMFER '- 6 " ƒ"xƒ" CHMFER '- 5 " R=9 " CR. 3'- CR. 3'- # # CR. '-" TRNVERSE RERS SHOWN ON TOP, ONGITUDIN RERS ON TOP SIMIR CR. '-" R=9 " R=" T+" COVER DRIP NOTCH T+" COVER DRIP NOTCH TRNVERSE RERS SHOWN ON TOP, ONGITUDIN RERS ON TOP SIMIR SECTION - SECTION - RRIER TRNSITION ON STRUCTURE (TYP. VERTIC W TO TYP. SHOWN, T. VERTIC W TO T. SIMIR) ƒ"xƒ" CHMFER '- 5 " ƒ"xƒ" CHMFER '-" 6 " CR. CR. R=9 " # CR. '-" # CR. '-" R=9 " R=" V-NOTCH T OT. OF DECK '-" U-WING V-NOTCH T OT. OF DECK '-" U-WING SECTION - (WITH OR WITHOUT TTER) SECTION - (WITH OR WITHOUT TTER) RRIER TRNSITION ON U-WING (T. VERTIC W TO T. SHOWN, TYP. VERTIC W TO TYP. SIMIR) EGEND: SEE SHEET FOR VERTIC REINFORCEMENT R SPCING. FOR TYPIC VERTIC W, USE " CONCRETE COVER. FOR TERNTE VERTIC W, USE CONCRETE COVER. CONCRETE VERTIC W TRNSITION DETIS RECOMMENDED PR.9, 06 RECOMMENDED PR.9, 06 SHEET OF D-68M
3 E FOR CONCRETE VERTIC W RIDGE RRIER TRNSITION DETIS, SEE SHEET 9 ND C-703M. CONCRETE VERTIC W "CUTE NGE SIDE" C RGS. SEE DETI C FOR FOR MKE EXP. JOINT PRE TO C RGS. (SEE NOTE ) "OTUSE NGE SIDE" DETI D EXP. JT. SEE NOTE TOP OF TTER SKEW CKW (SEE NOTE ) TOP OF TTER EXP. JT. CKW EXPNSION DM (OVE) SEE EXPNSION DM SKEW DETI, C-767M SEE DETI D FOR C RGS. '- '- '- E C EM CORE C RGS. '- TYPIC CORNER DETI FOR EXPNSION DM () NOTE: CUTE SIDE WITH TYPIC OR TERNTE CONCRETE VERTIC W IS SHOWN FOR NEOPRENE STRIP SE DM. TOOTH EXPNSION DM IS SIMIR. TYPIC PN () (FOR SPRED EMS) SECTION SHOWN WITHOUT INET PCEMENT. FOOW DETIS ON SHEET 9 FOR CUR ND EVE DETIS. C RGS. FOR MKE EXP. JOINT PRE TO C RGS. DETI C. FOR SECTION E-E, SEE SHEET 5. V-NOTCH ND TOP OF CHECKW " EOW OTTOM OF DECK RIDGE SET. EXTEND UTMENT CORNER MINIMUM EYOND CK OF CKW ND T CUTE NGE OF U-WING. EXTEND UTMENT CORNER 0 (ZERO) MINIMUM EYOND CK OF CKW ND T OTUSE NGE OF U-WING ND PROVIDE MINIMUM '- CORNER DIMENSION S SHOWN. V-NOTCH T OTTOM OF DECK H H TOP OF STEM NOTCH (EVE) TOP OF TTER (EVE) G G CONC.VERTIC W TYPIC EEVTION FOR SECTIONS G-G ND H-H, SEE D-6M, SHEET R. C. UTMENTS WITH CKW U-WING YOUT ND DETIS FOR SPRED EMS RECOMMENDED PR.9, 06 RECOMMENDED PR.9, 06 SHEET 3 OF D-68M
4 E FOR CONCRETE VERTIC W TRNSITION DETIS, SEE SHEET 9 ND C-703M. "CUTE NGE SIDE" "OTUSE NGE SIDE" SEE DETI E FOR SEE NOTE SKEW CKW (SEE NOTE ) EXP. JT. EXP. JT. TOP OF TTER TOP OF TTER SEE DETI F FOR '- '- '- E C EM CORE C RGS. '- TYPIC PN () (FOR DJCENT OX EMS) SECTION SHOWN WITHOUT INET PCEMENT. FOOW DETIS ON SHEET 9 FOR CUR ND EVE DETIS. C RGS. C RGS. FOR MKE EXP. JOINT FOR MKE EXP. JOINT PRE TO C RGS. PRE TO C RGS. DETI E DETI F. FOR SECTION E-E, SEE SHEET 5.. EXTEND UTMENT CORNER MINIMUM EYOND CK OF V-NOTCH ND TOP OF CHECKW 5 (") EOW OTTOM OF DECK RIDGE SET CKW ND T CUTE NGE OF U-WING. EXTEND UTMENT CORNER 0 (ZERO) MINIMUM EYOND CK OF CKW ND T OTUSE NGE OF U-WING ND PROVIDE MINIMUM '- CORNER DIMENSION S SHOWN. 3. FOR "UTMENT PN-WITH CKW (SKEW <75 ), U-WINGS V-NOTCH T FOR DJCENT EMS" DETI, SEE D-6M, SHEET 5. OTTOM OF DECK M M TOP OF STEM NOTCH (EVE) TOP OF TTER (EVE) CONC.VERTIC W TYPIC EEVTION FOR SECTIONS - ND M-M, SEE D-6M, SHEET 5 R. C. UTMENTS WITH CKW U-WING YOUT ND DETIS FOR DJCENT OX EMS RECOMMENDED PR.9, 06 RECOMMENDED PR.9, 06 SHEET OF D-68M
5 " " MX. F 6'- FOR RRIER TERMINTION DETIS SEE SHEET 9. FOR RIING TRNSITION DETIS SEE C-703M '- E.F. CR. " CR. " MX. V-NOTCH ND CONSTR. JOINT GUTTERINE V-NOTCH ND CONSTR. JOINT '-" GUTTERINE E.F. " CONSTR. JOINT " MX. OT. OF DECK '-" U-WING EXP. JT. F SECTION F-F (WITH OR WITHOUT TTER) SECTION E-E (TYPIC VERTIC W SHOWN; TERNTE VERTIC SIMIR) NOTE: REINFORCEMENT IN U-WING EOW RRIER S REQUIRED Y DESIGN. NOTE: REINFORCEMENT IN U-WING EOW RRIER S REQUIRED Y DESIGN. NOTE: FOR REINFORCEMENT IN UTMENT CORNER, CHEEKW ND CKW EOW RRIER, SEE D-6M SHEETS ND 5 ND D-6M, SHEETS ND 5. EYOND 0 FT. OF THE END OF THE RRIER, INCRESE SPCING OF THE REINFORCING RS TO TWICE THE SPCING SHOWN. FOR TERNTE VERTIC W USE WITH CONCRETE COVER. CONC.VERTIC W R. C. UTMENTS WITH U-WINGS RECOMMENDED PR.9, 06 RECOMMENDED PR.9, 06 SHEET 5 OF D-68M
6 '- '- SKEW C EM C RGS. '- TOP OF UTMENT '- TYPIC PN EEV. HIGHER THN GUTTER EEV. SOPE: V:5H EEV. HIGHER THN GUTTER EEV. SOPE: V:5H RIDGE SET TYPIC EEVTION CHEEKWS MY E OWERED TO CCOMMODTE THE EXTR WIDTH OF THE TERMINTION SECTION OF THE VERTIC W. DETI TO PROVIDE '- CER DETI TO PROVIDE '- 9" UTMENT STEM REINFORCEMENT SECTION - SEE DETI G FOR MUTIPE P 9" CHMFER CORNER FOR DETI TO PROVIDE '- CER SECTION - 9" 9" UTMENTS WITH FRED WINGS CONC.VERTIC W NOTE: COMPEX ENDS MY REQUIRE MUTIPE P RS. SEE DETI G. R. C. UTMENTS WITHOUT CKW FRED WINGS DETI G EXTEND HORIZONT REINFORCEMENT INTO CORNER THE MINIMUM DEVEOPMENT ENGTH. END S REQUIRED TO OTIN MINIMUM DEVEOPMENT ENGTH. IF THE DESIGN REQUIRES GRETER SHER REINFORCEMENT, REINFORCEMENT RS MY E USED ND/OR THE SPCING MY E REDUCED TO CCOMMODTE THE TER FORCE. YOUT ND DETIS RECOMMENDED PR.9, 06 RECOMMENDED PR.9, 06 SHEET 6 OF D-68M
7 E FOR CONCRETE VERTIC W TRNSITION DETIS, SEE SHEET 9 ND C-703M. "CUTE NGE SIDE" "OTUSE NGE SIDE" SEE DETI C FOR SEE NOTE SKEW (SEE NOTE ) TOP OF TTER TOP OF TTER SEE DETI D FOR '- '- '- E C EM C RGS. '- TYPIC PN () (FOR SPRED EMS) C RGS. SECTION SHOWN WITHOUT INET PCEMENT. FOOW DETIS ON SHEET 9 FOR CUR ND EVE DETIS. C RGS. FOR MKE EXP. JOINT PRE TO C RGS. FOR MKE EXP. JOINT PRE TO C RGS. DETI C DETI D. FOR SECTION E-E, SEE SHEET 5. V-NOTCH ND TOP OF CHECKW " EOW OTTOM OF DECK RIDGE SET. EXTEND UTMENT CORNER MINIMUM EYOND OTTOM OF TTER T CUTE NGE OF U-WING. EXTEND UTMENT CORNER 0 (ZERO) MINIMUM EYOND T OTUSE NGE OF U-WING ND PROVIDE MINIMUM '- CORNER DIMENSION S SHOWN. V-NOTCH T OTTOM OF DECK H H G G CONC.VERTIC W TYPIC EEVTION FOR SECTIONS G-G ND H-H, SEE D-6M, SHEET R. C. UTMENTS WITHOUT CKW U-WING YOUT ND DETIS FOR SPRED EMS RECOMMENDED PR.9, 06 RECOMMENDED PR.9, 06 SHEET 7 OF D-68M
8 E FOR CONCRETE VERTIC W TRNSITION DETIS, SEE SHEET 9 ND C-703M. "CUTE NGE SIDE" "OTUSE NGE SIDE" SEE DETI E FOR SEE NOTE SKEW (SEE NOTE ) TOP OF TTER TOP OF TTER SEE DETI F FOR '- '- '- E C EM C RGS. '- TYPIC PN () (FOR DJCENT OX EMS) SECTION SHOWN WITHOUT INET PCEMENT. FOOW DETIS ON SHEET 9 FOR CUR ND EVE DETIS. C RGS. C RGS. FOR MKE EXP. JOINT FOR MKE EXP. JOINT PRE TO C RGS. PRE TO C RGS. DETI E DETI F. FOR SECTION E-E, SEE SHEET 5. V-NOTCH ND TOP OF CHECKW " EOW OTTOM OF DECK RIDGE SET. EXTEND UTMENT CORNER MINIMUM EYOND OTTOM OF TTER T CUTE NGE OF U-WING. EXTEND UTMENT CORNER 0 (ZERO) MINIMUM EYOND T OTUSE NGE OF U-WING ND PROVIDE MINIMUM '- CORNER DIMENSION S SHOWN. V-NOTCH T OTTOM OF DECK 3. FOR "UTMENT PN-WITHOUT CKW (SKEWS <75 ), U-WINGS FOR DJCENT EMS" DETI, SEE D-6M, SHEET 5. M M CONC.VERTIC W TYPIC EEVTION FOR SECTIONS - ND M-M, SEE D-6M, SHEET 5 R. C. UTMENTS WITHOUT CKW U-WING YOUT ND DETIS FOR DJCENT OX EMS RECOMMENDED PR.9, 06 RECOMMENDED PR.9, 06 SHEET 8 OF D-68M
9 # END OF TYP. VERTIC 6'- '-" N P OR # GUTTERINE END OF TYP. VERTIC 6'- # 0 0 # TYP. VERTIC 3'- T. VERTIC 3 CR. # '- # GUTTERINE 3 # '- GUTTERINE '-" CR. # # # N P # SECTION N-N SECTION P-P PN VIEW EEVTION VIEW VERTIC W ON STRUCTURE VERTIC TERMINTION SECTION (TYP. VERTIC SHOWN; T. VERTIC SIMIR) (WITH INET PCEMENT) (TYP. VERTIC SHOWN; T. VERTIC SIMIR) END OF T. VERTIC '-" N P OR # GUTTERINE END OF T. VERTIC # # T. VERTIC TYP. VERTIC 3'- CR. 3 # '- # GUTTERINE 3 # '- GUTTERINE '-" N P # # '-" U-WING 3'- '-" U-WING 3'- PN VIEW EEVTION VIEW VERTIC TERMINTION SECTION (WITHOUT INET PCEMENT) CONSTR. JOINT CONSTR. JOINT (T. VERTIC SHOWN; TYP. VERTIC SIMIR) SECTION N-N (WITH OR WITHOUT TTER) SECTION P-P (WITH OR WITHOUT TTER) VERTIC W ON U-WING (T. VERTIC SHOWN; TYP. VERTIC SIMIR) EGEND: 3 SEE SHEET FOR VERTIC REINFORCEMENT R SPCING. P SPICE ENGTH: NORM WEIGHT CONCRETE: '-7" RS 3'-" RS IGHTWEIGHT CONCRETE: 3'-5" RS '-" RS FOR TYPIC VERTIC W, USE " CONCRETE COVER. FOR TERNTE VERTIC W, USE CONCRETE COVER. CONCRETE VERTIC W RRIER TERMINTION DETIS RECOMMENDED PR.9, 06 RECOMMENDED PR.9, 06 SHEET 9 OF D-68M
10 VEHICUR RRIER SIDEWK WIDTH VEHICUR RRIER SIDEWK WIDTH WIDTH WIDTH RIING TO E USED ONY WHEN UTHORIZED RIING, FOR DETI, SEE C-70M Y THE DISTRICT TRFFIC ENGINEER FOR DETIS, SEE C-70M PEDESTRIN RIING, PEDESTRIN RIING, 3'- SIDEWK PROTECTIVE FENCE, OR RRIER. FOR DDITION DETIS, SEE C-70M, C-7M, OR C-76M. 3'- 3'- RER FCE SIDEWK PROTECTIVE FENCE, OR RRIER. FOR DDITION DETIS, SEE C-70M, C-7M, OR C-76M. RER FCE INTEGR SIDEWK DETI (FOR GEOMETRIC ND REINFORCEMENT DETIS OF THE DECK S, SEE D-60M.) RISED SIDEWK DETI (FOR GEOMETRIC ND REINFORCEMENT DETIS OF THE SIDEWK ND DECK S, SEE D-60M.) IF TERNTE VERTIC IS USED, THE COMINED HEIGHT OF RRIER ND RIING MUST E 3'- ON SIDEWK SIDE OF RIING. TERNTE RIING DETIS ON C-78M MY E USED IN PCE OF C-70M TO OTIN MINIMUM HEIGHT.. FOR VERTIC DETIS T TERNTE SIDEWK, SEE D-60M. CONCRETE VERTIC W SIDEWK DETIS RECOMMENDED PR.9, 06 RECOMMENDED PR.9, 06 SHEET 0 OF D-68M
11 '- VEHICUR WIDTH '- VEHICUR WIDTH VEHICUR WIDTH RRIER SIDEWK WIDTH RIING TO E USED ONY WHEN UTHORIZED Y THE DISTRICT TRFFIC ENGINEER. FOR DETIS, SEE C-70M 3 MX. 5 5 " CR. 3 MX. 5 5 " CR. RER FCE MX. PEDESTRIN " CR. RIING, SIDEWK PROTECTIVE ROTTE HOOK TO PROVIDE " CR. " FOR OVERHNGS '-" CONCRETE DECK T, 5 " ROTTE HOOK TO PROVIDE " CR. " FOR OVERHNGS '-" CONCRETE DECK T, 5 " '-" 7 3'-.5%, SOPED TOWRD RRIER (OVER UNDERPSS RODWY).5%, SOPED WY FROM RRIER (OTHER CONDITIONS) FENCE OR RRIER. FOR DDITION DETIS, SEE C-70M, C-7M OR C-76M. ROTTE HOOK TO PROVIDE " CR. 6 T, 5 " " FOR OVERHNGS OVERHNG OVERHNG IMITED IMITED TO MX. TO MX. OVERHNG IMITED TO MX. T TYPIC RRIER SECTION T RRIER TERMINTION SECTION 3 & COMPOSITE 3 & COMPOSITE DRIN RUNOFF THROUGH CONCRETE CUR WITH CUR DRIN. SET SIDEWK EEVTION T DJCENT OX EMS SUPPORTING RRIER (TYP. VERTIC SHOWN, T. VERTIC SIMIR) DJCENT OX EMS SUPPORTING SIDEWK (RISED SIDEWK DETI SIMIR) RER FCE OF RRIER " OVE GUTTERINE EEVTION. THIS MY RESUT IN INCRESED COVER FOR TRNSVERSE DECK REINFORCEMENT RS. " FOR TYP. VERTIC 3" FOR T. VERTIC " FOR TYP. VERTIC 3" FOR T. VERTIC " TOP OF OX EM T + '-" " 7" INSIDE RD. T + '- " TERNTE CONFIGURTION S REQUIRED FOR EMEDMENT IN OX EM T + '- " INSIDE RD. T + '- " VERTIC REINFORCEMENT WITH DECK S THICKNESS, T, ND OVERHNG. DIMENSIONS MY SO E MODIFIED Y PRESTRESS FRICTOR TO VOID INTERFERENCE WITH EM FORM WORK. VERTIC REINFORCEMENT EGEND: WITHIN 0 FT. ON OTH SIDES OF N EXPNSION JOINT IN THE RRIER ND T THE END OF THE, REDUCE SPCING OF REINFORCING RS TO HF THE SPCING SHOWN. USE ONY WHEN RODWY ND SIDEWK WIDTHS PERMIT THE HORIZONT EGS OF THE RRIER R TO E EMEDDED ENTIREY WITHIN ONE EM. RODWY/SIDEWK WIDTHS MY NEED TO E DJUSTED TO CCOMMODTE THIS CONDITION. 3 END S REQUIRED TO CCOMMODTE OVERHNG. SEE C-736M. INCRESE THICKNESS S REQUIRED TO PROVIDE MINIMUM REQUIRED COVER FOR RIDGES MDE CONTINUOUS FOR IVE OD. 5 FOR TERNTE VERTIC W USE WITH CONCRETE COVER. 6 THE " MX. OVERHNG DOES NOT PPY T THE VERTIC W TERMINTION SECTION. 7 IF TERNTE VERTIC IS USED, THE COMINED HEIGHT OF RRIER ND RIING MUST E 3'- ON SIDEWK SIDE OF RIING. TERNTE RIING DETIS ON C-78M MY E USED IN PCE OF C-70M TO OTIN MINIMUM HEIGHT.. FOR VERTIC DETIS T 3 ND COMPOSITE DJCENT OX EMS SUPPORTING TERNTE SIDEWK, SEE D-66M. CONCRETE VERTIC W DJCENT OX EM DETIS RECOMMENDED PR.9, 06 RECOMMENDED PR.9, 06 SHEET OF D-68M
12 REINFORCEMENT R NOTES REINFORCEMENT R TE. DIMENSIONS ONG CURVED PORTIONS OF R RE ENGTH Q C IGHTING POE, C IGHTING POE SUPPORT (SEE NOTE 9) MESURED ONG THE OUTSIDE EDGE.. REINFORCEMENT RS SH E EPOXY COTED IN CCORDNCE WITH PUICTION 08, SECTION 709. MRK 0 SIZE T TYP. VERT. '-9 " T T. VERT. 3'- " NUMER TYPE 0 " T TYP. VERT. '- " T T. VERT. '- " ƒ"xƒ" CHMFER '-9" (TYP) 05 OR 06 '- '- SE PTE EVEING PD " DRIN 3. RDIUS, R=, IS MESURED TO THE INSIDE EDGE OF THE REINFORCEMENT R. " " '-" 5'-" 5'- 9'- '- 5'-" 5'- 7'-" 8 3 '-5" '- " '- " '- '- " '- " '- '-" '-" '-9" GROOVE IN PEDEST 07 OR R. 3 " '- 0'- 8'- 8'-" 7'- 8'- 8'- 8'-" ' '- '-" '-" 3' '- '- " R. " " '- R. '- 3'- '- 3'- C RIING POST '-7" (TYP) CONDUIT " '-7 " R. " " '-3" 3 5 R. '-3" Q -03 (SHOWN) & -0 REINFORCEMENT DETIS -0 (SHOWN) & -0-0 (SHOWN) & -0 PN (VERTIC REINFORCEMENT NOT SHOWN FOR CRITY) C IGHTING POE -NCHOR OTS, 5" THRED ECH END, HEX. NUTS, x " SPRING OCK WSHER S REQ'D., TOP ONY.. PROVIDE MTERIS ND WORKMNSHIP IN CCORDNCE WITH PUICTION 08.. SET NCHOR OTS CCURTEY Y THE TEMPTE FURNISHED Y THE MNUFCTURER, TO THE CORRECT EEVTION ND IGNMENT ND SECUREY RCE GINST DISPCEMENT EFORE THE SURROUNDING CONCRETE IS PCED. NCHOR OT DIMETER S REQUIRED Y IGHTING POE MNUFCTURER. (FOR FUTURE IGHTING PROVISIONS, SEE CHRT ON THIS SHEET.) " 3. SE CONDUIT ND PROTECT THREDS FOR FUTURE IGHTING 0 " INSTTIONS. -COUPINGS 3" ONG FOR HEVY OTS (8 THREDS PER INCH) NC FREE FIT CSS. THRED FU ENGTH OF COUPING MEETING THE REQUIREMENTS OF 0.0. HNDHOE C IGHTING POE, C IGHTING POE SUPPORT 0 THRU 03 T 6 " SE PTE EVEING PD PROJECTION FOR NCHOR OTS OVE TOP OF SE PTE HNDHOE " EVEING NUTS SE PTE EVEING PD. CONFORM NCHOR MTERIS TO 0. PU. 08. NCHOR NGES RE TO E GVNIZED. 5. SET IGHTING POES TRUY VERTIC WITH SES EVE USING EVEING NUTS. 6. PROVIDE CER ON REINFORCEMENT EXCEPT S NOTED. 7. PROVIDE MINIMUM OF " CONCRETE COVER 07 FOR CONDUIT CONDUIT 09 EQU SPCES '-9" 05 0 OR 0 OR 03 3 " EVE " NCHOR NGES xx x'- CONDUIT CONSTR. JT ND V-NOTCH (RKED FINISH) GUTTER INE 8. CONTINUE NORM RRIER REINFORCEMENT THROUGH THICKENED PORTION OF RRIER. 9. PREFERRED OCTION FOR IGHTING POES IS T PIERS ND UTMENTS. REFER TO D-655M FOR UTMENT DETIS ND D-658M FOR PIER DETIS TO HEP DEVEOP IGHT POE SUPPORT DETI. IGHTING POE SUPPORT, IF NEEDED, TO E DESIGNED Y THE ENGINEER TO DISTRIUTE OD TO OTH FSCI ND FIRST INTERIOR EM. 0. FOR GEOMETRIC ND REINFORCEMENT DETIS OF THE VERTIC NOT SHOWN, SEE SHEET.. FOR IGHTING POE OCTIONS WITHIN SPN, THE UMINIRE DEFECTION MUST E EVUTED FOR DYNMIC EFFECTS IGHTING POE SUPPORT, SEE NOTE 9. CONCRETE DECK CR. " CR. 08 COVER 06 0 T+" IGHTING POE SUPPORT, SEE NOTE 9. 0 T 6 " EEVTION (VERTIC ND DECK REINFORCEMENT NOT SHOWN FOR CRITY) SECTION Q-Q (VERTIC ND DECK REINFORCEMENT NOT SHOWN FOR CRITY) CONCRETE VERTIC W PROVISIONS FOR FUTURE IGHTING IGHTING POE NCHORGE DETIS FI SPCE ETWEEN POE SE PTE ND CONCRETE WITH GROUT FTER SETTING POE TRUY VERTIC USING EVEING NUTS. MOUNTING HEIGHT NCHOR OT CIRCE DI. NCHOR OT DIMETER RECOMMENDED PR.9, 06 RECOMMENDED PR.9, 06 SHEET OF TOO EDGES OF PD. MINIMUM HEIGHT OF EVEING PD IS ". 50'- MX. 5" " D-68M
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