Engineers Construction Managers Planners Scientists www.rkk.com 100 M STREET SE SUITE 950 WASHINGTON, DC 20003 Rummel, Klepper & Kahl,LLP PH: (202) 479-2707 FAX: (855) 263-6293 D.C. REG STATE SHEETS TOTAL NO. SHEET REVISION PROJECT DESCRIPTION DATE COR. CHK. APP. APP. APP. APP. APP. OF DISTRICT OF COLUMBIA DEPARTMENT OF TRANSPORTATION DESIGNED BY DRAWN BY REVIEWED BY DATE SCALE SHEET DRAWING NO. FINAL SUBMITTED BY RECOMMENDED APPROVED DATE DATE DATE DATE TRAFFIC SIGNAL PROJECT ENGINEER TRAFFIC SIGNAL DESIGN PROJECT MANAGER ITS / TRAFFIC SIGNAL MAINTENANCE DIVISION MANAGER TRAFFIC SIGNAL PROGRAM MANAGER S.L.F. NO. APPROVED BY DATE 8 \\ a d.rk k.c o m \ fs \ C lo u d \ Pr oj e c t s \ 20 2 2\ 2 2 318_D D O T N C a p S t\ C A D D \ P la n s \N C a p S t\p S N -P 0 01_N C a p S t.d g n 2/12/ 20 24 TRAFFIC ENGINEERING AND SAFETY DIVISION xxx / xxx MJG FIELD CHECKED BY 1"=30' 10 02/2024 ARF ARF N EXISTING SIGN TO REMAIN PROPOSED SIGN EXISTING SIGNAL POLE EXISTING DOUBLE MOUNTED SIGN EXISTING LIGHT POLE 30' 0 30' 60' SCALE: 1"=30' INSTALLATION NOTES: GENERAL NOTES: PROPOSED SIGN POST EXISTING SIGN POST POLE MOUNTED TRAFFIC SIGN OM DN YA S-TA RU ADY :6 03 MP 1-P0M AP KR GNIOH RU TA LA TL MISE BA VOE AP TY O AP KR AP KR GNIOH RU OM DN YA S-TA RU ADY A7 -M :6 03 MP MONDAYS-AUTRDAY 63:0MP 1-0MP AP KR NIG OH RU TA LAL ITM SE BA O EV APY OT APRK AP KR NIG OH RU MOND YA S- TAURD YA A7M 6-3:P0M ANDTAXICABS EXCEPTBUSES OR PA R KIN G STANDING ONLY BUSES EXCEPT NO ANYTIME ON RED TURN NO ARROW ON RED TURN NO ARROW ONLY STOP VEHICLES TURNING ONLY B U S E S E X C E P T ORPARKING STANDING NO ANYTIME ONLY B U S E S E X C E P T ANDTAXICABS EXCEPTBUSES ORPARKING STANDING NO ANYTIME ENALTHGIR TSUM THGIRNRUT ONE WAY ONE WAY 7.5 SF 36" x 30" R3-8 MOD NOTE A SEE INSTALLATION SEE INSTALLATION NOTE F (TYP.) Mmetro NOTE B SEE INSTALLATION NOTE B SEE INSTALLATION NOTE B SEE INSTALLATION FOR 6.25 SF 30" x 30" R10-15 MOD 6.25 SF 30" x 30" R10-15 MOD FI OTW DE AC LL 131 TOW AWAY OT AP KRAPY OH RU ILMTI OH RU ILMTI SAUTRDAY A7M 1-0MP 01 3:A0M 2-3:P0M EP MR TIHO DL RES XECPE ETD MO IB EL RO DA W YA EVNDNIG MONDA -YSAUTRDAY :6 03 MP 1-P0M AP KR NIG OH RU TA LAL ITM SE BA O EV APY OT APRK AP KR NIG OH RU MOND YA S- TAURD YA A7M 6-3:P0M AP KR NIG RO ON TS NA ID GN TA LAL ITM SE EB OLW MONDA-Y RF DIAY 23:0MP 1-0MP A3M 1-03:A0M MOND YA F-RDI YA 01 MA 2-3:P0M FITOWEDCALL311 M ONDAY-FR DIAY 7AM -9:30AM PARKNIG ORSTANDNIG NO TOW AW AY N O RTH C APITO L STREET N E MASSACHUSETTSAVENW SEE INSTALLATION NOTE G NOTE J SEE INSTALLATION NOPARKING EMERGENCY DURING SEE INSTALLATION NOTE C SEE INSTALLATION NOTE D NOTE F (TYP.) SEE INSTALLATION SEE INSTALLATION NOTE K, I PROPOSED SPEED HUMP PROPOSED YELLOW IN-PAVEMENT REFLECTORS 100' 0.5' 0.5' NOTE E SEE INSTALLATION PAVEMENT MARKINGS AND FLEXPOSTS CONCRETE BARRIER WITH YELLOW FOR STOP VEHICLES TURNING 1 PM-001 REMOVAL NOTES: A. REMOVE EXISTING PAVEMENT MARKING(S). NOTE B SEE INSTALLATION 9 SF 36" x 36" R5-1 TURN NO ON RED SEE INSTALLATION NOTE H TURN N O ON RED NOTE K (TYP.) SEE INSTALLATION NOTE K, I SEE INSTALLATION 10' 30'R 60' 8' PROPOSED WHITE FLEXPOST 21' 10' 5.5' PROPOSED YELLOW FLEXPOST 10' 30' R SEE REMOVAL NOTE A 12' 70' LEGEND PROPOSED THERMOPLASTIC STRIPING PROPOSED THERMOPLASTIC STRIPING PAVEMENT MARKING LEGEND MATCH LINE SEE SHEET PM-002 SEE INSTALLATION NOTE L SEE REMOVAL NOTE A 3 1' SPACED 29' APART (CONSISTENT WITH EXISTING ARROWS/ONLY). M. INSTALL WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKING LETTERS AND SYMBOLS, L. INSTALL 4 INCH WHITE THERMOPLASTIC PAVEMENT MARKINGS - 3' STRIPE, 9' SKIP. K. INSTALL 4 INCH WHITE THERMOPLASTIC PAVEMENT MARKINGS - 10' STRIPE, 30' SKIP. J. INSTALL 6-FOOT RUBBER SPEED HUMP 24' IN LENGTH ALONG YELLOW CENTERLINE AS DIMENSIONED FROM CROSSWALK. THERMOPLASTIC WHITE LINES WITH 5 FOOT GAP ON CENTER AS SHOWN. I. INSTALL 4 INCH WHITE EDGE PAVEMENT MARKING(S) AND GORE MARKINGS WITH 4 INCH SOLID H. INSTALL 4 INCH WHITE THERMOPLASTIC PAVEMENT MARKINGS - 2' STRIPE, 4' SKIP. 2.375 INCH DIAMETER AT 5 FOOT SPACING ON CENTER. POSTS SHALL BE OFFSET 2 FEET FROM ALL BORDER LINES. G. INSTALL 36 INCH WHITE FLEXPOST ALTERNATING WITH PROPOSED PAVEMENT MARKING F. INSTALL WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKING LETTERS AND SYMBOLS, SPACED 32' APART. E. INSTALL 6-FOOT LENGTH RUBBER SPEED HUMP AS DIMENSIONED FROM CROSSWALK. D. INSTALL 4 INCH SOLID YELLOW PAVEMENT MARKINGS, CONCRETE BARRIERS AND YELLOW FLEX POSTS. C. INSTALL YELLOW IN PAVEMENT REFLECTORS, SPACED 10'. B. INSTALL PROPOSED TRAFFIC SIGN(S) ONTO EXISTING POST OR POLE. A. INSTALL PROPOSED TRAFFIC SIGN(S) AND PROPOSED SIGN POST. 12 SF 36" x 48" R10-11a NOTE B SEE INSTALLATION 12 SF 36" x 48" R10-11a MOD ("RED" IN RED COLOR) 150' NOTE C SEE INSTALLATION 25' R VERIFY CONDITIONS IN FIELD. D. NO SURVEY COMPLETED, PRIOR TO CONSTRUCTION, IS APPROXIMATE. C. THE LOCATION OF PROPOSED EQUIPMENT SHOWN FOR INSTALLATION OF ANY TRAFFIC SIGN POSTS. ALL UNDERGROUND UTILITIES BEFORE EXCAVATING B. THE CONTRACTOR SHALL CONTACT MISS UTILITY TO LOCATE MINIMUM OF 7 FEET ABOVE THE SIDEWALK SURFACE. DDOT STANDARDS. ALL PRIMARY SIGNS SHALL BE INSTALLED A PART 2 OF THE 2009 MUTCD AND ALL RELEVANT A. ALL SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH ON AP KR NIG ME RE EG CN Y UD RNIG CONCEPT PLANS TRAFFIC SAFETY WORK ORDER NORTH CAPITOL STREET AT MASSACHUSETTS AVENUE VEH CI LES TURN NI G STOP VEHICLES TURNING STOP TURN NO ON RED FOR FOR ON RED TURN NO ARROW
Engineers Construction Managers Planners Scientists www.rkk.com 100 M STREET SE SUITE 950 WASHINGTON, DC 20003 Rummel, Klepper & Kahl,LLP PH: (202) 479-2707 FAX: (855) 263-6293 D.C. REG STATE SHEETS TOTAL NO. SHEET REVISION PROJECT DESCRIPTION DATE COR. CHK. APP. APP. APP. APP. APP. OF DISTRICT OF COLUMBIA DEPARTMENT OF TRANSPORTATION DESIGNED BY DRAWN BY REVIEWED BY DATE SCALE SHEET DRAWING NO. FINAL SUBMITTED BY RECOMMENDED APPROVED DATE DATE DATE DATE TRAFFIC SIGNAL PROJECT ENGINEER TRAFFIC SIGNAL DESIGN PROJECT MANAGER ITS / TRAFFIC SIGNAL MAINTENANCE DIVISION MANAGER TRAFFIC SIGNAL PROGRAM MANAGER S.L.F. NO. APPROVED BY DATE 8 \\ a d.rk k.c o m \ fs \ C lo u d \ Pr oj e c t s \ 20 2 2\ 2 2 318_D D O T N C a p S t\ C A D D \ P la n s \N C a p S t\p S N -P 0 0 3 _N C a p S t.d g n 2/12/ 20 24 TRAFFIC ENGINEERING AND SAFETY DIVISION xxx / xxx MJG FIELD CHECKED BY 1"=30' 10 02/2024 ARF ARF EXISTING SIGN TO BE REMOVED EXISTING SIGN TO REMAIN PROPOSED SIGN EXISTING SIGNAL POLE EXISTING DOUBLE MOUNTED SIGN EXISTING LIGHT POLE 30' 0 30' 60' SCALE: 1"=30' REMOVAL NOTES: INSTALLATION NOTES: GENERAL NOTES: EXISTING SIGN POST POLE MOUNTED TRAFFIC SIGN STOP VEHICLES TU R N IN G FOR OR PARKING ANYT MI E SATNDNIG NO NOPARKING EMERGENCY DURING STOP VEHICLES TURNING FOR OR PARKING ANYTIM E STANDING NO OR PARKING STANDING NO M ONDAY-FRIDAY 4PM -6:30PM PARKING NO ENTRANCE OR PARKING STANDING NO MONDAY-FRIDAY 4PM-6:30PM SATURDAY 7AM-6:30PM MONDAY-FRIDAY 7AM-4PM PARKING HOUR 4 PARKING HOUR 4 7:00AM -6:30PM PARKING NO MONDAY-FRIDAY 4PM-6:30PM OR STANDING PARKING ENTRANCE NO ONE WAY OR PARKING ANYTIM E STANDING NO MONDAY-SATURDAY 6:30PM-10PM PARKING HOUR ATALLTIMESABOVE PAYTOPARK PARKING HOUR MONDAY-SATURDAY 7AM-6:30PM OR PARKING STANDING NO M ONDAY-FRIDAY 4PM -6:30PM 7AM -9:30AM M ONDAY-FRIDAY 4PM -6:30PM 7AM -9:30AM LANE IN STAY PARKING HOUR 2 M ONDAY-FRIDAY 7AM -8:30PM OR PARKING ANYTIM E STANDING NO PARKING N12: O30PM -2:30PM THURSDAY SW EEPING STREET SNRUT ON OR PARK NI G ANYT MI E SATNDNIG NO APRIKNG NO 8AM -2PM SUNDAYS EXCEPT YIELD RIGHT KEEP EASTBOUND AVENUE YORK NEW M STREETNE N STOP FOR VEH CI LES TU R N NI G NOTE A SEE INSTALLATION NOTE A SEE INSTALLATION NOTE A SEE INSTALLATION NOTE A SEE INSTALLATION SEE INSTALLATION NOTE B (TYP.) ONEW AY BACKPLATES REFLECTIVE SHEETING ON SIGNAL HEAD WITH PROPOSED 6.25 SF 30" x 30" R10-15 MOD 6.25 SF 30" x 30" R10-15 MOD 7.5 SF 36" x 30" R3-8 MOD NOTE A SEE INSTALLATION SNRUT ON NOTE A SEE INSTALLATION N O RTH CAPITO L STREET N E NOTE A SEE REMOVAL 7.5 SF 30" x 36" R3-5A MOD SEE INSTALLATION NOTE D NOTE C SEE INSTALLATION ON BACKPLATES AND PROPOSED REFLECTIVE SHEETING SIGNAL HEAD WITH GREEN ARROW NOTE F SEE INSTALLATION NOTE E SEE INSTALLATION PM-003 3 NOTE A SEE INSTALLATION YAW ENO NOTE A SEE INSTALLATION 9 SF 36" x 36" R3-2 SEE INSTALLATION NOTE G, H 16' 160' 15' SEE INSTALLATION NOTE H (TYP.) SEE INSTALLATION NOTE I 8' 25' 25' 8' 8' NOTE G, J SEE INSTALLATION NOTE G, J SEE INSTALLATION 20' LEGEND PAVEMENT MARKING LEGEND PROPOSED THERMOPLASTIC STRIPING NOTE F INSTALLATION SEE NOTE A SEE INSTALLATION PEDESTRIAN SIGNAL REPOSITION SIGN ABOVE 12 SF 36" x 48" R10-11a 12 SF 36" x 48" R10-11a 12 SF 36" x 48" R10-11a PROPOSED THERMOPLASTIC STRIPING ONE WAY ONE WAY OR PARKING STANDING NO MONDAY-SATURDAY 6:30PM-10PM PARKING HOUR ATALLTIMESABOVE PAYTOPARK PARKING HOUR SATURDAY 7AM-6:30PM MONDAY-FRIDAY 9:30AM-4PM NOTE K SEE INSTALLATION NOTE K SEE INSTALLATION NOTE K SEE INSTALLATION ARROWS/LETTERS. B. REMOVE EXISTING PAVEMENT A. REMOVE EXISTING SIGN POST. SEE REMOVAL NOTE B (TYP.) D. NO SURVEY COMPLETED, PRIOR TO CONSTRUCTION, VERIFY CONDITIONS IN FIELD. C. THE LOCATION OF PROPOSED EQUIPMENT SHOWN IS APPROXIMATE. FOR INSTALLATION OF ANY TRAFFIC SIGN POSTS. B. THE CONTRACTOR SHALL CONTACT MISS UTILITY TO LOCATE ALL UNDERGROUND UTILITIES BEFORE EXCAVATING DDOT STANDARDS. ALL PRIMARY SIGNS SHALL BE INSTALLED A MINIMUM OF 7 FEET ABOVE THE SIDEWALK SURFACE. A. ALL SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH PART 2 OF THE 2009 MUTCD AND ALL RELEVANT K. REFRESH EXISTING CROSSWALK WITH WHITE THERMOPLASTIC PAVEMENT MARKINGS. WHITE LINES WITH 5 FOOT GAP ON CENTER AS SHOWN. J. INSTALL 4 INCH WHITE EDGE LINE PAVEMENT MARKING(S) AND GORE MARKINGS WITH 4 INCH SOLID THERMOPLASTIC I. INSTALL 12 INCH WHITE THERMOPLASTIC STOP BAR, 5' BEFORE CROSSWALK. H. INSTALL 4 INCH WHITE THERMOPLASTIC PAVEMENT MARKINGS - SOLID. POSTS SHALL BE OFFSET 2 FEET FROM ALL BORDER LINES. G. INSTALL 36 INCH WHITE FLEXPOST WITH 2.375 INCH DIAMETER AT 5 FOOT SPACING ON CENTER. F. INSTALL REFLECTIVE BACK PLATE TO SIGNAL HEAD AND ADD GREEN ARROW. E. INSTALL REFLECTIVE BACK PLATES TO INDICATED SIGNAL HEADS. D. INSTALL SIDEWALK (46 SQUARE FEET). C. INSTALL 4 INCH WHITE THERMOPLASTIC PAVEMENT MARKINGS - 2' STRIPE, 4' SKIP. THERMOPLASTIC PAVEMENT MARKING LETTERS AND SYMBOLS - SPACED 32' APART. B. INSTALL WHITE PREFORMED EXISTING POST OR POLE. A. INSTALL PROPOSED TRAFFIC SIGN(S) ONTO CONCEPT PLANS TRAFFIC SAFETY WORK ORDER NORTH CAPITOL STREET AT M STREET 6.75 SF 54" x 18" R6-1R 6.75 SF 54" x 18" R6-1R 6.75 SF 54" x 18" R6-1R TURN NO ON RED N O O N R ED ONLY ONLY TU R N N O O N R ED ONE WAY M ST NEXT SIGNAL: RIGHT LANE NEW YORK AVE THIS SIGNAL: TU R N
Engineers Construction Managers Planners Scientists www.rkk.com 100 M STREET SE SUITE 950 WASHINGTON, DC 20003 Rummel, Klepper & Kahl,LLP PH: (202) 479-2707 FAX: (855) 263-6293 D.C. REG STATE SHEETS TOTAL NO. SHEET REVISION PROJECT DESCRIPTION DATE COR. CHK. APP. APP. APP. APP. APP. OF DISTRICT OF COLUMBIA DEPARTMENT OF TRANSPORTATION DESIGNED BY DRAWN BY REVIEWED BY DATE SCALE SHEET DRAWING NO. FINAL SUBMITTED BY RECOMMENDED APPROVED DATE DATE DATE DATE TRAFFIC SIGNAL PROJECT ENGINEER TRAFFIC SIGNAL DESIGN PROJECT MANAGER ITS / TRAFFIC SIGNAL MAINTENANCE DIVISION MANAGER TRAFFIC SIGNAL PROGRAM MANAGER S.L.F. NO. APPROVED BY DATE 8 \\ a d.rk k.c o m \ fs \ C lo u d \ Pr oj e c t s \ 20 2 2\ 2 2 318_D D O T N C a p S t\ C A D D \ P la n s \N C a p S t\p S N -P 0 0 4_N C a p S t.d g n 2/12/ 20 24 TRAFFIC ENGINEERING AND SAFETY DIVISION xxx / xxx MJG FIELD CHECKED BY 1"=30' 10 02/2024 ARF ARF EXISTING SIGN TO BE REMOVED EXISTING SIGN TO REMAIN PROPOSED SIGN EXISTING SIGNAL POLE EXISTING DOUBLE MOUNTED SIGN EXISTING LIGHT POLE 30' 0 30' 60' SCALE: 1"=30' REMOVAL NOTES: INSTALLATION NOTES: GENERAL NOTES: PROPOSED SIGN POST EXISTING SIGN POST POLE MOUNTED TRAFFIC SIGN N OR PARKING STANDING NO M ONDAY-FRIDAY 4PM -6:30PM 7AM -9:30AM AP KR GNION TMI E ANY OR PARK NIG TS NA ID GN NO ANYT MI E STOP VEHICLES TURNING FOR OR PARK NIG TS NA ID GN NO ANYT MI E INTERSECTION BLOCK DO NOT ONLY STOP VEHICLES TURNING FOR NOITCESRETNI KCOLB TONOD BUSZONE METRO OR PARKNIG NO STAND NIG ORPARKING NOSTANDING MONDAY-FRIDAY 6AM-9:30AM ONLY ONLY OR PARK NIG TS NA ID GN NO ANYT MI E OR PARK NIG TS NA ID GN NO MONDAY F-R DIAY 3 0:0PM 6- 3:0PM NI TERSECTOI N BLOCK DO NOT 6.25 SF 30" x 30" R10-15 MOD NOTE A SEE INSTALLATION 6.25 SF 30" x 30" R10-15 MOD NOTE A SEE INSTALLATION SEE INSTALLATION NOTE D (TYP). ONLY N. C APITO L STREET SERVIC E RD NEW YORK AVENUENE NOTE A SEE INSTALLATION NOTE A SEE INSTALLATION TURN NO ON RED NEW YORK AVENUENW NOTE A SEE REMOVAL A. REMOVE EXISTING TRAFFIC SIGN(S). SEE INSTALLATION NOTE B A. RELOCATE EXISTING SIGN TO INDICATED ALTERNATE POST. RELOCATION NOTES: PROPOSED WHITE IN-PAVEMENT REFLECTORS 20' 12' 100' SEE INSTALLATION NOTE F NOTE E SEE INSTALLATION PM-004 4 NOTE C INSTALLATION SEE NOTE I INSTALLATION SEE NOTE L INSTALLATION SEE SEE INSTALLATION NOTE L SEE INSTALLATION NOTE G SEE INSTALLATION NOTE J (TYP.) SEE INSTALLATION NOTE K (TYP.) NOTE A SEE RELOCATION NOTE A SEE INSTALLATION 9 SF 36" x 36" R3-7 SEE INSTALLATION NOTE L ONLY ONLY NOTE A SEE INSTALLATION ONLY NOTE A SEE REMOVAL NOTE A SEE REMOVAL 7.5 SF 36" x 30" R3-8 7.5 SF 36" x 30" R3-8 27 SF 108" x 36" R3-8 LEGEND CONTRAST TAPE STRIPING PROPOSED THERMOPLASTIC / PAVEMENT MARKING LEGEND PROPOSED WHITE FLEXPOST TURN NO ON RED NOTE M (TYP.) INSTALLATION SEE 9 SF 36" x 36" R5-1 NOTE M (TYP.) INSTALLATION SEE NOTE M (TYP.) INSTALLATION SEE NOTE M (TYP.) INSTALLATION SEE NOTE H, N INSTALLATION SEE PROPOSED YELLOW IN-PAVEMENT REFLECTORS CONTRAST TAPE STRIPING PROPOSED 150' SEE INSTALLATION NOTE O SEE INSTALLATION NOTE E SEE INSTALLATION NOTE P, N Q. REFRESH EXISTING APPROACH LINES WITH 4" SOLID WHITE THERMOPLASTIC PAVEMENT MARKINGS - 10' LINE, 30' SKIP. P. REFRESH EXISTING DOUBLE YELLOW LINE WITH SOLID YELLOW THERMOPLASTIC PAVEMENT MARKINGS. O. REFRESH EXISTING APPROACH LINES WITH 4" WHITE THERMOPLASTIC PAVEMENT MARKINGS - SOLID. N. INSTALL YELLOW IN-PAVEMENT REFLECTORS, SPACED 10'. M. REFRESH EXISTING CROSSWALK WITH WHITE THERMOPLASTIC PAVEMENT MARKINGS AND/OR HIGH CONTRAST TAPE (ON BRIDGE CONCRETE). L. INSTALL 12 INCH SOLID WHITE PREFORMED CONTRAST TAPE STOP BAR LINE. K. INSTALL 4 INCH WHITE EDGE LINE PREFORMED CONTRAST TAPE. J. INSTALL WHITE PREFORMED CONSTRAST TAPE LETTERS AND SYMBOLS SPACED 32'. I. INSTALL 10 INCH WHITE EDGE PREFORMED CONTRAST TAPE SPACED 5' APART, AT A 135 DEGREE ANGLE. H. INSTALL 4 INCH DOUBLE YELLOW PREFORMED CONSTRAST TAPE PAVEMENT MARKINGS. GLUE DOWN FLEXPOST SPACED 5' APART,OFFSET 2' FROM BORDER LINES. G. INSTALL 12 INCH SOLID WHITE PREFORMED CONTRAST TAPE CHEVRON LINES, SPACED 12'. INSTALL WHITE F. INSTALL 4 INCH WHITE THERMOPLATIC PAVEMENT MARKINGS - SOLID. E. INSTALL 12 INCH WHITE THERMOPLASTIC STOP BAR, 5' BEFORE CROSSWALK. D. INSTALL WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKING LETTERS AND SYMBOLS, SPACED 32'. C. INSTALL AUTOMATED ENFORCEMENT CAMERA. B. INSTALL WHITE IN-PAVEMENT REFLECTORS, SPACED 10'. A. INSTALL PROPOSED TRAFFIC SIGN(S) ONTO EXISTING POST OR POLE. NOTE Q SEE INSTALLATION D. NO SURVEY COMPLETED, PRIOR TO CONSTRUCTION, VERIFY CONDITIONS IN FIELD. BOTH SIDES OF THE WHITE OR YELLOW FILM." WIDTH SPECIFIED. THIS ADDITIONAL 3 INCH WIDTH SHALL BE A BLACK NON-REFLECTIVE FILM WITH 1/2 INCHES ON WIDTH OF THE PREFORMED CONTRAST TAPE SHALL BE AN ADDITIONAL 3 INCHES WIDER THAN THE STANDARD D. ALL PAVEMENT MARKINGS ON BRIDGE SHALL BE ACCORDANCE WITH THE FOLLOWING STANDARD: "THE TOTAL C. THE LOCATION OF PROPOSED EQUIPMENT SHOWN IS APPROXIMATE. FOR INSTALLATION OF ANY TRAFFIC SIGN POSTS. B. THE CONTRACTOR SHALL CONTACT MISS UTILITY TO LOCATE ALL UNDERGROUND UTILITIES BEFORE EXCAVATING DDOT STANDARDS. ALL PRIMARY SIGNS SHALL BE INSTALLED A MINIMUM OF 7 FEET ABOVE THE SIDEWALK SURFACE. A. ALL SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH PART 2 OF THE 2009 MUTCD AND ALL RELEVANT CONCEPT PLANS TRAFFIC SAFETY WORK ORDER NORTH CAPITOL STREET AT NEW YORK AVENUE NW 9 SF 36" x 36" NOTE A R5-1 SEE INSTALLATION NOTE A SEE INSTALLATION 192' STOP VEHCILES TURN NI G FOR STOP VEHICLES TURNING FOR