SURVEYOR SURVEYOR + ODOT DESIGN 1 DESIGN 2 RESE T DESIGN 3 DESIGN 4 C/L X MON. CAP DESIGN or COMPANY ODOT o rlpa R/W or ODOT o rlpa R/W NO.00000 NO.00000 or COMPANY NO.00 000 and/or COMPAN Y SURVEYOR SURVEYOR 2" MIN. DIA. ALUMINUM CA PLAN VIEW + + NO.00000 RESE T C/L REF. X MON. DESIGN 5 DESIGN 6 + ODOT or or COMPANY SIDE VIEW OF CAP ODOTo rlpa ODOTo rlpa NO.00000 or COMPANY NO.00 000 and/or COMPAN Y 3" MIN. DIA. 3" MIN. DIA. ALUMINUM CAP ALUMINUM CAP PLAN VIEW PLAN VIEW + Furnish a positional mark after monument is constructed. Ensure positional mark is either a Punch Mark or a Chisled X. 1 " min. 1 " min. " min. Varies 42" min.## 6" 6" APPLICATION Right-of-Way E Parcels & Non-Right-of-Way Set on R/W Centerline Offset from R/W Centerline TYPE A MONUMENT TYPE A C A C MONUMENT TYPE 3" min. dia. Aluminum Cap Ground Line 2" min. dia. Aluminum Cap Ground Line Steel Rod. " min. dia., 36" long Steel Rod, Class C Concrete " min. dia., cast-in-place 30" long * Use a circular form for the upper 6" of the cast-in-place monument. ## Ensure the lower 36" of the cast-in- place monument is not formed. 8" dia. CAP DESIGN 1 3 2 4 5-6 - NOTES TYPE PAY ITEM DESCRIPTION 623 Right-of-Way Monument 623 Right-of-Way Monument 623 Right-of-Way Monument 623 Right-of-Way Monument 623 Reference Monument 623 Monument Assembly 623 Reference Monument 623 Monument Assembly - Monument Types A & are typically set outside pavement areas. - During construction the contractor will install the Monument Assemblies and Reference Monuments at locations specified in the Right-of-Way plans. - Monument Type C is typically set in pavement areas. - All Reference Monuments and Right-of-Way Monuments set and/or reset by - Cap Designs 3 and 4 are to be installed when the Right-of-Way Monuments are the contractor s surveyor will include an aluminum cap according to this drawing. disturbed, destroyed, and/or damaged by construction activities and are to be reset. - Right-of-Way Monuments are typically set prior to construction and are expected to be protected during construction unless otherwise specified in the plans. THIS DRAWING REPLACES RM-1.1DATED 7-15-2011. STDS. STATE OF OHIO DEPARTMENT OF TRANSPORTATION ENGINEER O FFICE O F SCD NUMER STANDARD ROADWAY CONSTRUCTION DRAWING RO A D W A Y M O NU M ENTS RO A D W A Y 1-18-2013 ENGINEERING M. Ruppe ADMINISTRATOR DATE R M-1.1 1 2
1" A A PLAN VIEW SECTION C-C Recessed Letter 6" I.D. Pipe, 33 1/2" long max. Steel Rod 1" min. dia., x 36" long, square cut end and ground smooth Concrete Sand Compacted by Flooding Class C Concrete 12" thick ) 18" min. ) 8" 9" 16" 18" min. One " x 2" stainless steel Hex Head olt Countersunk (Drill & Tap Frame) " 8" 9 " 16 " 1" C C SIDE VIEW MONUMENT TYPE C 3" min. 12" 6" Fasten Cover to Frame with "x2" Stainless Steel Hex Head olt Cover Pavement Surface Adjustment Frame Steel Rod 1" min. dia., x 36" long, square cut end and ground smooth 6" I.D. Pipe, 33" long max. Concrete Sand Compacted by Flooding ) 32 " min. 12 " min. Adjustable Frame " (Typ.) " (Typ.) Class C Concrete 12" thick Recessed Letter olt Pad " (Typ.) 9 " 9" 8" 6" 2ft 7" 7" 16" SECTION A-A 9" 1" 1" 6" 7" 7" 16" SECTION - " Chamfer " (Typ.) 1" " (Typ.) 10 " 3" 1 " 12 " THIS DRAWING REPLACES RM-1.1DATED 7-15-2011. 2 2 SCD NUMER R M-1.1 STANDARD ROADWAY CONSTRUCTION DRAWING O FFICE O F STDS. STATE OF OHIO DEPARTMENT OF TRANSPORTATION ENGINEER RO A D W A Y M O NU M ENTS RO A D W A Y 1-18-2013 ENGINEERING M. Ruppe ADMINISTRATOR DATE
SURVEYOR SURVEYOR + ODOT DESIGN 1 DESIGN 2 RESE T DESIGN 3 DESIGN 4 C/L X MON. CAP DESIGN or COMPANY ODOT o rlpa R/W or ODOT o rlpa R/W NO.00000 NO.00000 or COMPANY NO.00 000 and/or COMPAN Y SURVEYOR SURVEYOR 2" MIN. DIA. ALUMINUM CA PLAN VIEW + + NO.00000 RESE T C/L REF. X MON. DESIGN 5 DESIGN 6 + ODOT or or COMPANY SIDE VIEW OF CAP ODOTo rlpa ODOTo rlpa NO.00000 or COMPANY NO.00 000 and/or COMPAN Y 3" MIN. DIA. 3" MIN. DIA. ALUMINUM CAP ALUMINUM CAP PLAN VIEW PLAN VIEW + Furnish a positional mark after monument is constructed. Ensure positional mark is either a Punch Mark or a Chisled X. 13/4" min. 3/4" min. Varies 42" min.## 6" 6" APPLICATION Right-of-Way E Parcels & Non-Right-of-Way Set on R/W Centerline Offset from R/W Centerline TYPE A MONUMENT TYPE A C A C MONUMENT TYPE 3" min. dia. Aluminum Cap Ground Line 2" min. dia. Aluminum Cap Ground Line Steel Rod. 3/4" min. dia., 36" long Steel Rod, Class C Concrete " min. dia., cast-in-place 30" long * Use a circular form for the upper 6" of the cast-in-place monument. ## Ensure the lower 36" of the cast-in- place monument is not formed. 8" dia. CAP DESIGN 1 3 2 4 5-6 - NOTES TYPE PAY ITEM DESCRIPTION 623 Right-of-Way Monument 623 Right-of-Way Monument 623 Right-of-Way Monument 623 Right-of-Way Monument 623 Reference Monument 623 Monument Assembly 623 Reference Monument 623 Monument Assembly - Monument Types A & are typically set outside pavement areas. - During construction the contractor will install the Monument Assemblies and Reference Monuments at locations specified in the Right-of-Way plans. - Monument Type C is typically set in pavement areas. - All Reference Monuments and Right-of-Way Monuments set and/or reset by - Cap Designs 3 and 4 are to be installed when the Right-of-Way Monuments are the contractor s surveyor will include an aluminum cap according to this drawing. disturbed, destroyed, and/or damaged by construction activities and are to be reset. - Right-of-Way Monuments are typically set prior to construction and are expected to be protected during construction unless otherwise specified in the plans. THIS DRAWING REPLACES RM-1.1DATED 1-18-2013. STDS. STATE OF OHIO DEPARTMENT OF TRANSPORTATION ENGINEER O FFICE O F SCD NUMER STANDARD ROADWAY CONSTRUCTION DRAWING RO A D W A Y M O NU M ENTS RO A D W A Y 7-18-2014 ENGINEERING M. RUPPE ADMINISTRATOR DATE R M-1.1 1 2
1" A A PLAN VIEW SECTION C-C Recessed Letter 6" I.D. Pipe, 33 1/2" long max. Steel Rod 1" min. dia., x 36" long, square cut end and ground smooth Concrete Sand Compacted by Flooding Class C Concrete 12" thick ) 18" min. ) 8" 9" 16" 18" min. One " x 2" stainless steel Hex Head olt Countersunk (Drill & Tap Frame) " 8" 9 " 16 " 1" C C SIDE VIEW MONUMENT TYPE C 3" min. 12" 6" Fasten Cover to Frame with "x2" Stainless Steel Hex Head olt Cover Pavement Surface Adjustment Frame Steel Rod 1" min. dia., x 36" long, square cut end and ground smooth 6" I.D. Pipe, 33" long max. Concrete Sand Compacted by Flooding ) 32 " min. 12 " min. Adjustable Frame " (Typ.) " (Typ.) Class C Concrete 12" thick Recessed Letter olt Pad " (Typ.) 9 " 9" 8" 6" 2ft 7" 7" 16" SECTION A-A 9" 1" 1" 6" 7" 7" 16" SECTION - " Chamfer " (Typ.) 1" " (Typ.) 10 " 3" 1 " 12 " THIS DRAWING REPLACES RM-1.1DATED 1-18-2013. 2 2 SCD NUMER R M-1.1 STANDARD ROADWAY CONSTRUCTION DRAWING O FFICE O F STDS. STATE OF OHIO DEPARTMENT OF TRANSPORTATION ENGINEER RO A D W A Y M O NU M ENTS RO A D W A Y 7-18-2014 ENGINEERING M. RUPPE ADMINISTRATOR DATE