LOCAL STREETS WITHOUT CURB

Transcription

1 R/W R/W 10 UTILITY ESEMENT 1/4" / FT 60-0" 10 UTILITY ESEMENT 4-0" / FT 9 9-0" 6 MIN, 7 MX FIRE HYDRNT 6 MXIMUM :1 4:1PREFERRED MXIMUM 4:1WITHOUT GURDRIL SNITRY SEWER MXIMUM :1 WITH GURDRIL ERM 1/" ELOW PVEMENT 9 SOD GS MIN STORM SEWER WTER MIN LOL STREETS WITHOUT UR ELE. TELE..T.V. NOTES LEGEND 1. Item numbers refer to the Ohio Department of Highways construction and material specifications, and all construction work shall be done according to said specifications or utler ounty requirements and standards for subdivisions. When in conflict, the ounty requirements shall prevail.. Items that pertain to underground utilities such as watermain pipe, sanitary sewer pipe, water valves and manhole frames and covers, etc., will remain under specifications of the utility serving the area. Storm sewers shall be designed and constructed in accordance with the requirements of the utler ounty Engineer. 3. ll trenches within the right of way and 10 utility easements shall be compacted and backfilled in accordance with Items 03 and 603 in the state specifications. 4. Surface course (item 44) and tack coat (item 407) are to be applied no sooner than twelve (1) months after the leveling course (item 44), and fifty (50) percent of the homes are completed. If after two () years, fifty (50) percent of the homes have not been completed, then the top course may be applied. 5. minimum 10 utility easement shall be shown on the record plat parallel and immediately adjacent to the right of way line allowing for installation, operation and maintenance of sewers, water, electric and telephone conduit and any other public or quasi public utility. 6. Developer shall be responsible for the installation of conduits for the full width of the public right of way at a depth of 3 for use by the electric, telephone and cable TV services. The location of these lines shall be coordinated with utility companies by the developer. 7. Sanitary laterals shall be extended beyond the limits of the utility easements, but not to exceed 1 from the right of way line.. ll electrical transformers shall be located so that they do not interfere with the existing manholes. 1 1 inch surface course item 44 asphalt concrete, see note #4. 1 1/ inch leveling course 403 asphalt concrete (5-100 or -0). 3 Six inch base course of item 301 bituminous aggregate base. 4 ompacted subgrade, item Seeding and mulching item Sodding 9 feet wide item Guard rail item 606. Tack coat, item 407 to be applied at a rate of 0.05 gal. per sq. yd. see note # inche base course of item 301 bituminous aggregate base inch base course of item 304 aggregate base erm inch below pavement edge. ITEM Sumplines Gas Water Electric Telephone able TV DEPTH TOP OF PIPE 4" - 30" 4" - 30" 4-54" 3-40" 3-40" 3-40" DTE -1 ERM STONE SE TYPIL ROSS SETION OF LOL STREET WITHOUT UR HK. Y: EJP ND OPERTIONS FILITY 191 FIRGROVE VENUE - EFFETIVE DTE: HMILTON, OHIO

2 UTILITY ESEMENT 10-0" R/W 60-0" R/W UTILITY ESEMENT 10-0" 6-0" " " 1-0" 6 MIN, 7 MX 3-0" 7 1/" / FT -0" /4" / FT " FIRE HYDRNT 1/4" / FT 3-0" "X4" WYE POLE PIGTIL 6 4" SUMP LINE S NEEDED ggregate ase 10 Full Depth sphalt 1 6 PIGTIL "X4" WYE POLE UR STOP 1 4" SUMP LINE S NEEDED WTER MIN GS MIN ELE. TELE. UR STOP MX. 3 STORM SEWER.T.V. SNITRY SEWER LOL STREET 5-0" NOTES 1. Item numbers refer to the Ohio Department of Highways construction and material specifications, and all construction work shall be done according to said specifications or utler ounty requirements and standards for subdivisions. When in conflict, the ounty requirements shall prevail.. Items that pertain to underground utilities such as watermain pipe, sanitary sewer pipe, water valves and manhole frames and covers, etc., will remain under specifications of the utility serving the area. Storm sewers shall be designed and constructed in accordance with the requirements of the utler ounty Engineer. 3. ll trenches within the right of way and 10 utility easements shall be compacted and backfilled in accordance with Items 03 and 603 in the state specifications. 4. Surface course (Item 44) and tack coat (Item 407) are to be applied no sooner than twelve (1) months after the leveling course (Item 44), and fifty (50) percent of the homes are completed. If after two () years, fifty (50) percent of the homes have not been completed, then the top course may be applied. 5. minimum 10 utility easement shall be shown on the record plat parallel and immediately adjacent to the right of way line allowing for installation, operation and maintenance of sewers, water, electric and telephone conduit and any other public or quasi public utility. 6. Developer shall be responsible for the installation of conduits for the full width of the public right of way at a depth of 3 for use by the electric, telephone and cable TV services. The location of these lines shall be coordinated with utility companies by the developer. 7. Sanitary laterals shall be extended beyond the limits of the utility easements, but not to exceed 1 from the right of way line.. ll electrical transformers shall be located so that they do not interfere with the existing manholes. 9. Sump line conduits are to be SDR The sanitary sewer shall be placed in such a manner that the sanitary manhole cover does not conflict with the sidewalk. LEGEND 1 One inch surface course of Item 44 asphaltic concrete, see note #4. One and one half inch leveling course of Item 44 asphaltic concrete 3 Six inch base course of Item 301 bituminous aggregate base. 4 ompacted subgrade, Item Roll type curb and gutter, Item 609 (utler ounty Standard -1). 6 Four inch thick class "" concrete sidewalk, five feet wide, Item 60. Walk to be 1/" higher than sod. 7 Seeding and mulching item 659. Tack coat, item to be applied at a rate of 0.05 gal. per sq. yard, see note #4. 9 Tack coat shall be applied to front face of curb prior to the installation of 301 bituminous aggregate base. lso to be applied to curb joint after the installation of 44 leveling course. 10 Six inch base course of Item 304 aggregate base. 11 Four inch base course of Item 301 bituminous aggregate base. 1 Item 605, 4" underdrain. DEPTH ITEM TOP OF PIPE Underdrain 1 Sumplines 4" - 30" Gas 4" - 30" Water 4-54" Electric 3-40" Telephone 3-40" able TV 3-40" DTE - dded 5 Sidewalk 007 TYPIL ROSS SETION OF 5 Width 011 Revised dimensions 4/011 5 LOL STREET WITH UR HK. Y: EJP EFFETIVE DTE: ND OPERTIONS FILITY 191 FIRGROVE VENUE - HMILTON, OHIO

3 UTILITY ESEMENT R/W R/W UTILITY ESEMENT 10-0" 60-0" 10-0" 6-0" 16-0" -0" 9-0" 6-0" 13-6 MIN, 7 MX 3-0" 7 1/" / FT -0" /4" / FT " FIRE HYDRNT 1/4" / FT 3-0" "X4" WYE POLE PIGTIL 6 4" SUMP LINE S NEEDED ggregate ase 10 Full Depth sphalt 1 6 PIGTIL "X4" WYE POLE UR STOP 1 4" SUMP LINE S NEEDED WTER MIN GS MIN ELE. TELE. UR STOP MX. 3 STORM SEWER.T.V. SNITRY SEWER LOL STREET -0" NOTES 1. Item numbers refer to the Ohio Department of Highways construction and material specifications, and all construction work shall be done according to said specifications or utler ounty requirements and standards for subdivisions. When in conflict, the ounty requirements shall prevail.. Items that pertain to underground utilities such as watermain pipe, sanitary sewer pipe, water valves and manhole frames and covers, etc., will remain under specifications of the utility serving the area. Storm sewers shall be designed and constructed in accordance with the requirements of the utler ounty Engineer. 3. ll trenches within the right of way and 10 utility easements shall be compacted and backfilled in accordance with Items 03 and 603 in the state specifications. 4. Surface course (Item 44) and tack coat (Item 407) are to be applied no sooner than twelve (1) months after the leveling course (Item 44), and fifty (50) percent of the homes are completed. If after two () years, fifty (50) percent of the homes have not been completed, then the top course may be applied. 5. minimum 10 utility easement shall be shown on the record plat parallel and immediately adjacent to the right of way line allowing for installation, operation and maintenance of sewers, water, electric and telephone conduit and any other public or quasi public utility. 6. Developer shall be responsible for the installation of conduits for the full width of the public right of way at a depth of 3 for use by the electric, telephone and cable TV services. The location of these lines shall be coordinated with utility companies by the developer. 7. Sanitary laterals shall be extended beyond the limits of the utility easements, but not to exceed 1 from the right of way line.. ll electrical transformers shall be located so that they do not interfere with the existing manholes. 9. Sump line conduits are to be SDR The sanitary sewer shall be placed in such a manner that the sanitary manhole cover does not conflict with the sidewalk. LEGEND 1 One inch surface course of Item 44 asphaltic concrete, see note #4. Two and one half inch leveling course of Item 44 asphaltic concrete 3 Six inch base course of Item 301 bituminous aggregate base. 4 ompacted subgrade, Item Roll type curb and gutter, Item 609 (utler ounty Standard -1). 6 Four inch thick class "" concrete sidewalk, five feet wide, Item 60. Walk to be 1/" higher than sod. 7 Seeding and mulching item 659. Tack coat, Item to be applied at a rate of 0.05 gal. per sq. yard, see note #4. 9 Tack coat shall be applied to front face of curb prior to the installation of 301 bituminous aggregate base. lso to be applied to curb joint after the installation of 44 leveling course. 10 Six inch base course of Item 304 aggregate base. 11 Five inch base course of Item 301 bituminous aggregate base. 1 Item 605, 4" underdrain. onnect underdrain to front face of nearest catch basin. 13 One and one half inch leveling course of Item 44 asphaltic concrete. DEPTH ITEM TOP OF PIPE Underdrain 1 Sumplines 4" - 30" Gas 4" - 30" Water 4-54" Electric 3-40" Telephone 3-40" able TV 3-40" DTE - dded 5 Sidewalk 007 Section 011 TYPIL ROSS SETION OF LOL STREET WITH UR HK. Y: EJP EFFETIVE DTE: ND OPERTIONS FILITY 191 FIRGROVE VENUE - HMILTON, OHIO

4 UTILITY ESEMENT R/W 10-0" 60-0" R/W UTILITY ESEMENT 10-0" 6-0" 14-0" 3-0" 9-0" 6-0" 5-0" FIRE 3-0" -0" HYDRNT 3-0" 1/4 "/ft MIN,7 MX / "/ft. 1/4 "/ft. 1/ "/ft. 1/4 "/ft. "X4" WYE POLE PIGTIL 9 4" SUMPLINE S NEEDED 6 ggregate 1 ase 10 Full Depth sphalt 1 PIGTIL "X4" WYE POLE UR STOP 4" SUMPLINE S NEEDED WTER MIN GS MIN ELE. UR STOP MX. 3 STORM SEWER TELE..T.V. SNITRY SEWER LOL INDUSTRIL STREET NOTES 1. Item numbers refer to the Ohio Department of Highways construction and material specifications, and all construction work shall be done according to said specifications or utler ounty requirements and standards for subdivisions. When in conflict, the ounty requirements shall prevail.. Items that pertain to underground utilities such as watermain pipe, sanitary sewer pipe, water valves and manhole frames and covers, etc., will remain under specifications of the utility serving the area. Storm sewers shall be designed and constructed in accordance with the requirements of the utler ounty Engineer. 3. ll trenches within the right of way and 10 utility easements shall be compacted and backfilled in accordance with Items 03 and 603 in the state specifications. 4. Surface course (Item 44) and tack coat (Item 407) are to be applied no sooner than twelve (1) months after the leveling course (Item 44). 5. minimum 10 utility easement shall be shown on the record plat parallel and immediately adjacent to the right of way line allowing for installation, operation and maintenance of sewers, water, electric and telephone conduit and any other public or quasi public utility. 6. Developer shall be responsible for the installation of conduits for the full width of the public right of way at a depth of 3 for use by the electric, telephone and cable TV services. The location of these lines shall be coordinated with utility companies by the developer. 7. Sanitary laterals shall be extended beyond the limits of the utility easements, but not to exceed 1 from the right of way line.. ll electrical transformers shall be located so that they do not interfere with the existing manholes. 9. 4" Underdrain may be required by utler ounty Engineer depending on soil condition. 10. Sump lines conduits are to be SDR 35. LEGEND 1 One inch surface course of Item 44 asphaltic concrete, see note #4. Two inches leveling course of Item 44 asphaltic concrete 3 Eight inch base course of Item 301 bituminous aggregate base. 4 ompacted subgrade, Item Roll type curb and gutter, Item 609 (utler ounty Standard -1). 6 Seeding and mulching Item Tack coat, Item to be applied at a rate of 0.05 gal. per sq. yard, see note #4. Tack coat shall be applied to front face of curb prior to the installation of 301 bituminous aggregate base. lso to be applied to curb joint after the installation of 403 leveling course. 9 Four inch thick class "" concrete sidewalk, five feet wide, Item 60. Walk to be 1/" higher than sod. 10 Six inch base course of Item 304 aggregate base. 11 Six inch base course of Item 301 bituminous aggregate base. 1 Item 605, 4 underdrain. onnect underdrain to front face of nearest catch basin. DEPTH ITEM TOP OF PIPE Sumplines 4" - 30" Gas 4" - 30" Water 4-54" Electric 3-40" Telephone 3-40" able TV 3-40" DTE -3 SIDEWLK 7-97 TYPIL ROSS SETION OF dded 5 Sidewalk 007 Section 011 LOL INDUSTRIL STREET HK. Y: EJP EFFETIVE DTE: ND OPERTIONS FILITY 191 FIRGROVE VENUE - HMILTON, OHIO

5 NOTES UTILITY R/W R/W UTILITY 1. Item numbers refer to the Ohio Department of Highways construction and ESEMENT 0-0" ESEMENT material specifications, and all construction work shall be done 10-0" 10-0" according to said specifications or utler ounty requirements and standards for subdivisions. When in conflict, the ounty requirements shall prevail.. Items that pertain to underground utilities such as watermain pipe, sanitary sewer pipe, water valves and manhole frames and covers, etc., will remain under specifications of the utility serving the area. Storm sewers shall be designed and constructed in accordance with the 3-0" -0" " 7 1/" / FT 49-0" 5-0" 1 1-0" 1 5-0" /4" / FT 9-0" 6-6 Min. 7 Max. FIRE HYDRNT requirements of the utler ounty Engineer. GS MIN 3. ll trenches within the right of way and 10 utility easements shall be "X4" WYE POLE 4" SUMP LINE S NEEDED 4" SUMP LINE S NEEDED "X4" WYE POLE compacted and backfilled in accordance with Items 03 and 603 in the PIGTIL PIGTIL state specifications. UR STOP WTER MIN UR STOP 4. Surface course (item 404) and tack coat (item 407) are to be applied ELE. no sooner than nine (9) months after the leveling course (item 403), MX. 3 STORM SEWER TELE..T.V. and fifty (50) percent of the homes are completed. If after two () years, fifty (50) percent of the homes have not been completed, then the top course may be applied. SNITRY SEWER URN UR & GUTTER 5. minimum 10 utility easement shall be shown on the record plat parallel and immediately adjacent to the right of way line allowing IKE FILITY for installation, operation and maintenance of sewers, water, electric and telephone conduit and any other public or quasi public utility. 6. Developer shall be responsible for the installation of conduits for the full width of the public right of way at a depth of 3 for use by the electric, telephone and cable TV services. The location of these lines shall be coordinated with utility companies by the developer. UTILITY R/W R/W UTILITY 7. Sanitary laterals shall be extended beyond the limits of the utility ESEMENT 0-0" ESEMENT easements, but not to exceed 1 from the right of way line. 10-0" 10-0". ll electrical transformers shall be located so that they do not interfere with the existing manholes. 9. Sump line conduits are to be SDR 35, rmco 000, or of equivalence. 3-0" -0" " 45-0" 1-0" 1-0" 1-0" -0" 9-0" - 6 Min. 7 Max. 10. The sanitary sewer shall be placed in such a manner that the sanitary manhole cover does not conflict with the sidewalk " 1/" / FT FIRE HYDRNT 1/4" / FT 1/4" / FT GS MIN "X4" 4" SUMP LINE 4" SUMP LINE "X4" WYE POLE S NEEDED S NEEDED WYE POLE PIGTIL PIGTIL UR UR LEGEND STOP WTER MIN STOP 1. One inch surface course of item 44 asphaltic concrete, see note #4. MX. 3 STORM SEWER ELE. TELE.. Two and one half inch leveling course of item 44 asphaltic concrete 3. Six inch base course of item 301 bituminous aggregate base. 4. ompacted subgrade, item SNITRY SEWER URN UR & GUTTER.T.V. 5. Roll type curb and gutter, item 609 (utler ounty Standard -1). 6. Four inch thick class "" concrete sidewalk, five feet wide, item 60. WITHOUT IKE FILITY Walk to be 1/" higher than sod. 7. Seeding and mulching item Tack coat, item to be applied at a rate of 0.05 gal. per sq. yard, see note #4. 9. Tack coat shall be applied to front face of curb prior to the installation of 301 bituminous aggregate base. lso to be applied to curb joint after the installation of 44 leveling course. ITEM SUMPLINES GS DEPTH TOP OF PIPE 4" - 30" 4" - 30" DTE -4 Entire Dwg 007 TYPIL ROSS SETION OF MINOR OLLETOR STREET WTER 4-54" ELETRI 3-40" TELEPHONE LE TV 3-40" 3-40" HK. Y: E.J.P. EFFETIVE DTE: ND OPERTIONS FILITY 191 FIRGROVE VENUE - HMILTON, OHIO

6 "X4" WYE POLE UTILITY ESEMENT 10-0" 0-0" UTILITY ESEMENT 10-0" 6-0" 3-0" 9-0" SERVIES DEPTH ITEM TOP OF PIPE SUMPLINES 4" - 30" 3-0" 7 1/" / FT " /4" / FT 6 Min. 7 Max. FIRE HYDRNT 1/4" / FT GS WTER ELETRI 4" - 30" 4-54" 3-40" "X4" WYE POLE PIGTIL 6 4" SUMP LINE S NEEDED 4" SUMP LINE S NEEDED 6 GS MIN "X4" WYE POLE TELEPHONE LE TV 3-40" 3-40" UR STOP ELE. UR STOP MX. 3 STORM SEWER SETION - TELE..T.V. SNITRY SEWER - NOTES 1. Item numbers refer to the Ohio Department of Highways construction and material specifications, and all construction work shall be done according to said specifications or utler ounty requirements and standards for subdivisions. When in conflict, the ounty requirements shall prevail.. Items that pertain to underground utilities such as watermain pipe, sanitary sewer pipe, water valves and manhole frames and covers, etc., will remain under specifications of the utility serving the area. Storm sewers shall be designed and constructed in accordance with the requirements of the utler ounty Engineer. 3. ll trenches within the right of way and 10 utility easements shall be compacted and backfilled in accordance with Items 03 and 603 in the State specifications. 4. Surface course (item 404) and tack coat (item 407) are to be applied no sooner than nine (9) months after no the leveling course (item 403), and fifty (50) percent of the homes are completed. If after two () years, R/W UTILITY ESEMENT 10-0" 6-0" 3-0" PIGTIL UR " 7 6 1/" / FT 4" SUMP LINE S NEEDED " " 13-0" 1/4" / FT " SUMP LINE S NEEDED R/W 9-0" 6 Min. 7 Max. FIRE HYDRNT 1/4" / FT GS MIN 6 UTILITY ESEMENT 10-0" PIGTIL "X4" WYE POLE UR fifty (50) percent of the homes have not been completed, then the top course may be applied. 5. minimum 10 utility easement shall be shown on the record plat parallel and immediately adjacent to the right of way line allowing for installation, operation and maintenance of sewers, water, electric and telephone conduit and any other public or quasi public utility. STOP MX. 3 STORM SEWER SNITRY SEWER SETION - WITH IKE FILITY WTER MIN ELE. TELE..T.V. STOP 6. Developer shall be responsible for the installation of conduits for the full width of the public right of way at a depth of 3 for use by the electric, telephone and cable TV services. The location of these lines shall be coordinated with utility companies by the developer. 7. Sanitary laterals shall be extended beyond the limits of the utility easements, but not to exceed 1 from the right of way line. UTILITY ESEMENT 10-0" R/W 60-0" R/W UTILITY ESEMENT 10-0". ll electrical transformers shall be located so that they do not interfere with the existing manholes. 9. Sump line conduits are to be SDR The sanitary sewer shall be placed in such a manner that the sanitary manhole cover does not conflict with the sidewalk. 6-0" 16-0" " 9-0" 6 Min Max. 3-0" -0" /" / FT FIRE HYDRNT /4" / FT 1/4" / FT 6 "X4" WYE POLE PIGTIL 6 4" SUMP LINE S NEEDED 4" SUMP LINE S NEEDED PIGTIL "X4" WYE POLE UR STOP GS MIN UR STOP MX. 3 STORM SEWER SETION - WTER MIN ELE. TELE..T.V. SNITRY SEWER WITHOUT IKE FILITY LEGEND 1. One inch surface course of item 44asphaltic concrete, see note #4. DTE -5. Two and one half inch leveling course of item 44 asphaltic concrete. 3. Six inch base course of item 301 bituminous aggregate base. 4. ompacted subgrade, item Entire Dwg 007 TYPIL ROSS SETION OF MINOR OLLETOR STREET PLN VIEW 5. Roll type curb and gutter, item 609 (utler ounty Standard -1). 6. Four inch thick class "" concrete sidewalk, five feet wide, item 60. Walk to be 1/" higher than sod. 7. Seeding and mulching item Tack coat, item to be applied at a rate of 0.05 gal. per sq. yard, see note #4. 9. Tack coat shall be applied to front face of curb prior to the installation of 301 bituminous aggregate base. lso to be applied to curb joint after the installation of 44 leveling course. SEOND LSS HK. Y: E.J.P. EFFETIVE DTE: ND OPERTIONS FILITY 191 FIRGROVE VENUE - HMILTON, OHIO

7 TOP OF UR EXPNSION JOINT REINF. STEEL PER P- THE OTTOM MY E PREST SEPRTELY ND THE OUTLET PIPE PLED ON TOP OF IT SHPED TO DRIN. min. OTTOM DROP GUTTER " IN 0 EH SIDE OF TH SIN FOR NORML TRNSVERSE SLOPE ND 1/" WITHIN LOK OUT FOR OMINED UR ND GUTTER. UR STING TOP OF UR EXPNSION JOINT " FRME ND GRTES S6x1.5x6 %%p STEEL EM PERMISSILE DOWEL ONSTRUTION OUTLET PIPE LOTION JOINT. TO MEET PROJET REQUIREMENTS. PERMISSILE ONSTRUTION JOINT. 1" min. 4-9" NORML GUTTER TION DEPRESSED GUTTER 9" 1/" SETION - SETION - WITH UR ND GUTTER 4" -0" GUTTER UR FE NORML PVEMENT SLOPE DEPRESSED PVEMENT REINF STEEL PER P- DOWEL S6x1.5x6 %%p STEEL EM PERMISSILE ONSTRUTION JOINT - UR FE TOP OF UR ND STING K OF UR 4" 9" " " 11 1/" 5/ VRILE DEPTH SETION - 1" MIN. NHOR OLT NOTES GRTES: STNDRD GRTE S SHOWN IN THE PLN VIEW SHLL E PROVIDED UNLESS THE PLNS SPEIFILLY REQUIRE GRTE "V". PLE GRTE SO THE DIGONL RS DIRET DRINGE FLOW TOWRD THE UR. LL R EDGES TO E ROUNDED 1/ RDIUS. STINGS: THE DESIGN SHLL E ESSENTILLY THE SME ND EQULLY S STRONG S THOSE SHOWN HERON. MINIMUM WEIGHTS RE: UR STING 305 LS., TWO GRTES 54LS., FRME 590 LS., ND TWO "V" GRTES 10 LS. ERING RES OF FRME ND GRTE SHLL E SO FITTED ND FINISHED, WITHOUT PROJETIONS, S TO PRO- VIDE FIRM ND EVEN SET FOR LL PORTIONS OF THE GRTE IN THE FRME WITHOUT ROKING. DOWELS: FOUR x 1 RE REQUIRED FOR ONRETE PVEMENT OF GUTTER LOKOUT. SEE ODOT P-4 FOR DOWEL DETILS. RIK OR ONRETE LOK: SIDE WLLS WHEN USED IN PLE OF ONRETE, SHLL E NOMINL THIKNESS. LOKOUT: SHLL E PVED WITH LSS ONRETE IN P PVEMENT OR GUTTER ND PID FOR S PRT OF THE PVEMENT OR GUTTER WITH NO DEDUTION IN PVE- MENT, UR OR GUTTER QUNTITIES EUSE OF STINGS. LSS ONRETE PRON THE SIZE OF THE GUTTER LOKOUT SHLL E ST IN PLE IN SPHLT PVEMENT (NO DOWELS REQUIRED) WITH THE OST INLUDED IN THE TH SIN ID PRIE. NO DEDUTIN TO E MDE IN UR QUNTITIES. PREST: ONSTRUTION IS PERMITTED, EXEPT FOR PRON, ND ONRETE SHLL MEET REQUIREMENTS OF WITH 6%%p %%% IR VOID ONTENT IN THE HRDENED ONRETE. PREST WLLS SHLL HVE MINIMUM THIKNESS OF ND REINFORING SHLL E SUFFIIENT TO PERMIT SHIPPING ND PLEMENT WITHOUT DMGE. STEPS: STEPS SHLL E PROVIDED WHERE THE DEPTH EXEEDS 4 ND SHLL MEET THE REQUIREMENTS OF DRWINGS MH / 4-3 1/4" 3 1/4" 6 1/ K OF UR EXPNSION JOINT K OF UR EXPNSION JOINT 1-4 1/4" OLT HOLE FIN. 9" LOTION OF GRTE TION STTION ND OFFSET 1 1/" UR / 1-5 1/4" 9 1 1/4" R 9" 9" * 45%%17 D D DIRETION OF FLOW FOR GRTES S SHOWN MIN. 5-9" PLN 6 - " R PLN 5-1 1/" R. FIN. P 9" 9" 1" 1 1/" -5 1/" -5 1/" OMINTION UR ND GUTTER LOK OUT DOWEL 1" DOWEL 1" * P 9" 9" 9" 9" 5 1/" 1 1/4" -6 1/ 1 1/4" 1 1/4" -6 1/ 1 1/4" 4" " PVEMENT LOK OUT FOR STRIGHT TRNSVERSE SLOPE UTT JOINT 1 1/" R 1 1/" R 1 1/4" R 3 1 1/4" R 4" 4" 1/" R 1/" R 6 1/ 4-6 1/ FRONT VIEW UR STING 1/ R. PLN OF TH SIN ND PVEMENT JOINTS * DOWEL LOTION FOR UR ND GUTTER 5%%17 K VIEW 60%%17 3 1/" R. 1 1/" R 4" -6 1/ -6 1/ 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1/" R 1/" R 5-9" FRONT VIEW FRME 1 1/" R 4" 7 1/ 4" 1/" R 1 1/" R " 1 1/ 1 - " " 1 3/1 R 1 R -0 3/ END FRME VIEW 5 1/" 9 9/1 R Y -5 7/ PLN GRTE "V" (VNE GRTE) Y 1 3/ 7/ 1 3/ 1/" 1/ R. LL R EDGES " TYP. 1 1/" 1 1/ TYP. SETION D-D SETION - GRTE SIZE -5 1/ x 1-4 3/ x " ( REQUIRED) STNDRD GRTE DTE -6 TH SIN NO. 3 HK. Y:..H. EFFETIVE DTE: ND OPERTIONS FILITY 191 FIRGROVE VENUE - HMILTON, OHIO

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9 TOP OF UR EXPNSION JOINT REINF. STEEL PER P- THE OTTOM MY E PREST SEPRTELY ND THE OUTLET PIPE PLED ON TOP OF IT SHPED TO DRIN. MIN OTTOM DROP GUTTER " IN 0 EH SIDE OF TH SIN FOR NORML TRNSVERSE SLOPE ND 1/" WITHIN LOK OUT FOR OMINED UR ND GUTTER. UR STING JOINT. FRME ND GRTES S6x1.5x6 %%p STEEL EM PERMISSILE ONSTRUTION 1" MIN SETION - " OUTLET PIPE LOTION TO MEET PROJET REQUIREMENTS. PERMISSILE ONSTRUTION JOINT. TOP OF UR 4" DOWEL EXPNSION JOINT -0" GUTTER NORML GUTTER TION DEPRESSED GUTTER 1/" SETION - WITH UR & GUTTER 9" NORML PVEMENT SLOPE DEPRESSED PVEMENT REINF STEEL PER P- DOWEL S6x1.5x6 %%p STEEL EM PERMISSILE ONSTRUTION JOINT - 9" " 5/ SETION - TOP OF UR ND STING K OF UR " K OF UR EXPNSION JOINT 4" NOTES GRTES: STNDRD GRTE S SHOWN IN THE PLN VIEW SHLL E PROVIDED UNLESS THE PLNS SPEIFILLY REQUIRE GRTE "V". PLE GRTE SO THE DIGONL RS DIRET DRINGE FLOW TOWRD THE UR. LL R EDGES TO E ROUNDED 1/ RDIUS. STINGS: THE DESIGN SHLL E ESSENTILLY THE SME ND EQULLY S STRONG S THOSE SHOWN HERON. MINIMUM WEIGHTS RE: UR STING 170 LS., STNDRD GRTE 17 LS., FRME 30 LS., ND "V" GRTE 105 LS. ERING RES OF FRME ND GRTE SHLL E SO FITTED ND FINISHED S TO PROVIDE FIRM ND EVEN SET FOR LL PORTIONS OF THE GRTE IN THE FRME NO PROJETIONS SHLL EXIST ON ERING RES OF EITHER STING ND THE GRTE WITHOUT ROKING. DOWELS: FOUR x 1 RE REQUIRED FOR ONRETE PVEMENT OF GUTTER LOKOUT. SEE ODOT P-4 FOR DOWEL DETILS. RIK OR ONRETE LOK SIDE WLLS WHEN USED IN PLE OF ONRETE, SHLL E NOMINL THIKNESS. LOKOUT SHLL E PVED WITH LSS ONRETE IN P PVEMENT OR GUTTER ND PID FOR S PRT OF THE PVEMENT OR GUTTER WITH NO DEDUTION IN PVE- MENT, UR OR GUTTER QUNTITIES EUSE OF STINGS. LSS ONRETE PRON THE SIZE OF THE GUTTER LOKOUT SHLL E ST IN PLE IN SPHLT PVEMENT (NO DOWELS REQUIRED) WITH THE OST INLUDED IN THE TH SIN ID PRIE. NO DEDUTIN TO E MDE IN UR QUNTITIES. PREST ONSTRUTION IS PERMITTED, EXEPT FOR PRON, ND ONRETE SHLL MEET REQUIREMENTS OF WITH 6%%p %%% IR VOID ONTENT IN THE HRDENED ONRETE. PREST WLLS SHLL HVE MINIMUM THIKNESS OF ND REINFORING SHLL E SUFFIIENT TO PERMIT SHIPPING ND PLEMENT WITHOUT DMGE. STEPS SHLL E PROVIDED WHERE THE DEPTH EXEEDS 4 ND SHLL MEET THE REQUIREMENTS OF DRWING MH-1. K OF UR EXPNSION JOINT 6 1/ / LOTION OF GRTE TION STTION OFFSET 3 1/4" 3 1/4" 1-1/4" OLT HOLE 1-1/ R. LL R EDGES * 9" 9" 1" 45%%d 9" 9" DIRETION OF FLOW FOR GRTES S SHOWN 5 1/" 1 1/" R 3 -" PLN -6 1/ 1 1/4" 1 1/4" 3 1/4" 1 1/" R 4" " 3 - PLN - FIN " TYP. 1 1/" 1 1/ TYP. SETION D-D SETION - GRTE SIZE -5 1/ x 1-4 3/ x " ( REQUIRED) STNDRD GRTE P 9" * 1" -5 1/" P OMINTION UR ND GUTTER 9" LOK OUT DOWEL 9" 9" DOWEL OUTSIDE OF ON. SIN PVEMENT LOK OUT FOR UTT JOINT STRIGHT TRNSVERSE SLOPE PLN OF TH SIN 4" 1 1/4" R 4" 6 1/ / K VIEW FRONT VIEW UR STING 1 1 1/ R. 5%%17 ND PVEMENT JOINTS * DOWEL LOTION FOR UR ND GUTTER DTE - 7 1/" 1 1/" R 1 1/4" -6 1/ 1 1/4" 4" 1 1/4" R 1/" R 1/" R 3 -" FRONT VIEW FRME 1 1/4" 4" 4" 1 3/1 R 1 R -0 3/ END VIEW FRME 5 1/" 9 9/1 R 1 " 9 5 1/4" R R 4" 9" 1 1/4" OLT HOLE END VIEW UR STING Y -5 7/ PLN GRTE "V" Y 1 3/ 1 3/ 60%%17 1/" TH SIN NO. 3 HK. Y:..H. EFFETIVE DTE: ND OPERTIONS FILITY 191 FIRGROVE VENUE - HMILTON, OHIO

10

11 -3 1/" -3 1/" GRTE NOTES LL GRTE EDGES TO NGLE FRME 5" NGLE FRME E ROUNDED TO 1/4 RDIUS GRTING ND FRME: Shall meet the requirements of 604. The design shall be essentially the same and equally as strong as the one shown hereon. Weight of grate, minimum, 10 lbs. -0" -0" -3 1/" Weight of frame, minimum, 40 lbs. ONRETE: ast in place to be class "". -0" RIK OR ONRETE LOK: Side walls, when used in place of concrete, shall be inches nominal thickness. When catch basin above the flow line of the side " opening shall be constructed of Portland ement GRTE NGLE FRME oncrete. No. -: Side inlets to be placed 4 to 6 inches below 1/4" 1/4" 1/4" normal elevations of median or ditch flow line, returning to normal 10 feet each side of the basin. ONSTRUTION JOINT OTTOM SL MY E PREST ONSTRUTION JOINT No. -: Grate elevation to be placed 4 to 6 inches below normal ditch returning to normal 10 feet each SEPERTELY ND THE OUTLET PIPE PLE ON TOP OF IT WITH THE OTTOM SHPED TO DRIN SETION - SETION - PLN side of basin. SIDE INLETS: Shall be provided on both sided of the No. - catch basin in sags and on upstream side SETION - only where the ditch has a continuous down grade past the catch basin. STNDRD - TH SIN MXIMUM PIPE SIZE IS. MXIMUM DEPTH IS 4 FEET. STEPS: Shall be provided where the depth exceeds 4 and shall meet the requirements of drawing MH /" -3 1/" GRTE LL GRTE EDGES TO E ROUNDED TO 1/4 RDIUS 1/" 1 1/1 7 1/" 5" NGLE FRME NGLE FRME -0" -0" -3 1/" 1/4" 1 9/1 1 5/ 1/" 1 5/ 1 9/1-0" SETION THROUGH NGLE FRME FOR STNDRD - TH SIN NEENH GRTE R TYPE SQ. FT. OPENING =.7 PERIMETER = 9. LF " GRTE NGLE FRME 1/4" 1/4" 1/4" ONSTRUTION JOINT OTTOM SL MY E PREST ONSTRUTION JOINT DTE -10 TH SIN SEPERTELY ND THE OUTLET PIPE PLE ON TOP OF IT WITH THE OTTOM SHPED TO DRIN SEITON - SETION - PLN - - SETION - STNDRD NO. - TH SIN HK. Y:..H. EFFETIVE DTE: ND OPERTIONS FILITY 191 FIRGROVE VENUE - HMILTON, OHIO

12 1/" 3 4" 34" 4" Either end permissible. Reinforced NOTES Heavy duty frame & cover shown. Mortar. 3 1/" 1 1/" 3 Step Light duty frame & cover shown. Mortar. 1 max. 1" min. Step 1 1/" 3 7" 1" o 45 Optional plastic. 3/o ONSTRUTION: No.1 manhole is for sewers 30" diameter or less. The design shown is for brick construction with every sixth course a stretcher course. The bottom may be precast or cast in place concrete. The bottom channel sections shall be built with concrete and lined with split pipe or brick except curved channels may be formed in the concrete. Precast solid concrete radial blocks or cast in place concrete reinforced with No.4 bars on 1" centers both vertically and horizontally, may be used with a wall thickness of or greater. Precast manholes detailed on MH-3 or MH-5 may be used in lieu of the design shown hereon unless otherwise required by the plans. Spring line. Friction - Fit end for precast manholes. FRME ND OVERS shall be of heavy design (475 lbs. min. total weight) when the manhole * * 4 1/" 4 diameter Outlet pipe. 3 length before bending. is placed within the limits of the pavement or shoulder, otherwise the light design shall be finished smooth and fitted so as to provide a firm and even seat to all portions of the cover in the frame. Each cover shall seat in its frame without rocking and shall be marked as a matched frame and cover before delivery to the project. The base of the frame shall be set in a full bed of Portland cement mortar, and so adjusted to conform to the finished pavement or shoulder elevation and slope. astings meeting Item 604 requirements and designed essentially the same and equally as strong Split pipe or brick. 5-4" onstruction joint may be at pipe flowline if bottom is cast in place. min. Precast or cast in place concrete. ottom for 30" sewer on MH-5 may be used. * Nominal thickness 5-4" 1" 1" STEP DETILS Steps shall have a minimum cross sectional dimension of one inch for ferrous metal and for aluminum. Machined. 3 /4 Pick " holes. 5 " 3 3 /"dia.covers. 4 HEVY DUTY LIGHT DUTY OVERS ~ OTTOM VIEW those shown hereon shall be provided. STEPS shall conform to the material requirements of specification 604. ll steps shall have a depressed tread or a 1/" minimum cleat height at the ends. Steps installed in fresh concrete shall be embedded to minimum depth of 4". Steps installed in mortar joints shall be embedded to a minimum depth of 7". Friction-fit steps meeting the requirements of with a 1/" diameter rebar may be used in precast manholes. The receiving holes for friction-fit steps shall not penetrate the manhole wall. The Engineer may require the contractor to test load a maximum of one step per manhole to a proof load of 400 lbs. in direct pull. The equipment and method used shall meet the approval of the Engineer. If the selected step fails the pullout test, the remaining steps in that manhole shall also be tested. ll steps not passing the pullout test shall be removed and a new step installed and tested to the satisfaction of the Engineer. ost of testing shall be incidental to the unit price bid for the manhole. DROP PIPE, when specified on the plans, shall be constructed as shown on MH-. SNITRY SEWER OVERS shall be Step. Step. without the pick and vent holes shown hereon and shall include a sealing gasket affixed to the bearing surface. olt-down covers shall not be used unless specified in the plans. 0- cored holes in checkered Split pipe (size of outlet pipe) or brick. Split pipe or brick. 4- o cored holes top design. DTE TYPIL MNHOLE DETIL Formed concrete. MH-1 SETION - SETION ELOW SPRING LINE SHOWING METHOD OF TURNING SIDE DRINS FRME & OVER HK. Y:..H. EFFETIVE DTE: ND OPERTIONS FILITY 191 FIRGROVE VENUE - HMILTON, OHIO

13 4"dia. dia. 5"min. 1 max. min. 1" min. 1 max. Step s per Grade rings * or 4:1 60" to 9 PREST SE SEE TLE FOR MXIMUM PIPE SIZES 4 dia. Frame & cover Mortar bricks (if needed) Eccentric cone top O.D.+" min. Risers Eccentric transition s per * Grade rings shall be used on Sanitary sewers Min. "t" (see table) ase ottom channel LTERNTE min. Frame and cover Mortar Grade rings or bricks * Eccentric cone top Riser s per dia. + t 4 dia. Same as step spacing FLT SL TRNSITION 4" dia. 60" to 9 dia. 1" min. 1 max. 5" min. 4 dia. ase ottom channel Step O.D.+" min. opening 4:1 1 max. s per PREST SE min. FOR 30" ND SMLLER PIPE 4" dia. 5" 4 dia. LTERNTE EENTRI ONE TOP 5 dia. min. 4" dia. min. 4 dia. FLT SL TOP dia. + t min. 4" dia. min. 60" to 9 dia. FLT SL TOP GENERL: With normal soil and site conditions this standard precast manhole may be used for any required manhole depth. Sections of the precast manhole shall be cast and assembled with either all tongue or all groove ends up. Lift holes may be provided in each section for handling. TOP ND TRNSITION (or reducer) sections may be either eccentric cone or flat slab. SES for No.3 Manholes are shown with monolithic floor and riser which may be cast in one or two operations. permissible alternate is to cast and ship the floor and barrel seperately. Openings for inlet and outlet pipes shall be provided, either when the unit is cast or later, to meet project requirements. ottom channels may be formed of concrete precast in the base or by field construction as shown on MH-1 and MH-. OPENINGS IN RISER SETIONS for 1 and smaller inlet pipes may be prefabricated or cut in the field provided the side of the pipe at the springline do not project into the manhole. ONNETIONS between precast manhole sections and pipes on sanitary sewers may be sealed with resilient connectors conforming to STM 93. NOTES JOINT SEL between precast manhole sections on sanitary sewers shall be resilient and flexible gasket joints per MTERILS for bases and other precast sections, including reinforcement not specified hereon, shall comply with the requirements of DROP PIPE, when specified on the plans, shall be constructed as shown on MH-. STEPS, FRMES ND OVERS shall conform with the requirements set forth on ase I.D. Min. "t" Max. Pipe Size SETIONS VIEWS OF REINFORED PREST MNHOLES 60" 5" 3 7" 4 DTE TYPIL MNHOLE DETIL MH-3 4" 7" 54" 1 90" 7 /" 60" HK. Y:..H. EFFETIVE DTE: " ND OPERTIONS FILITY 191 FIRGROVE VENUE - HMILTON, OHIO

14 F PIPE DI. OR SHPE EQUIV. DI. 9 DIMENSIONS LSS REINF STEEL ON E F L W T X. Y. LS E 3 W 4" 1" X " SLOPE 5 PLN VIEW 4 ENERGY DISSIPTION LOKS (OPTIONL) ONSTRUTION JT. REQUIRED 3 1. NOTES DIMENSIONS ND QUNTITIES RE SED ON ONRETE PIPE ND WILL VRY INSIGNIFINTLY FOR ORRUGTED METL PIPE.. REINFORING STEEL : MINIMUM GRDE 40, RS EVENLY SPED. T NO. 4 x 1-0 DOWEL RS. - NO. 4 x (E DIMENSION MINUS 4 ). T T SLOPES SHLL E WRPED TO FIT HEDWLL WHEN PIPE IS SKEWED ND/OR NORML SLOPE VRIES FROM :1. L SETION - UT OFF TOE WLL T ROK LINE WHEN ENOUNTERED VOLUME DISPLED Y PIPE OMPUTED USING INSIDE DIMETER OF PIPE. WING NGLES ND/OR DIMENSIONS MY E LTERED DURING ONSTRUTION TO OMMODTE FLOW OF WTER. PRON ETWEEN WINGS SHLL E SLOPED IN DIRETION OF FLOW EQUL TO SLOPE OF PIPE. FRONT FE OF HEDWLL SHLL REMIN VERTIL. a. a. a. b. b. b. DTE -13 c. c. c. 1" - 7" 5 TOE OF SLOPES: a. STEEPER THN :1 b. :1 c. FLTTER THN :1 ISOMETRI VIEW SLOPE/HILLSIDE HK. Y: EJP EFFETIVE DTE: ND OPERTIONS FILITY SHEET 191 FIRGROVE VENUE - HMILTON, OHIO 1 OF 6

15 M R Q W X M M M TYP. 90 F N N V ROUGHENED ONSTRUTION JOINT 1-0 V 30 N J E H PLN VIEW E F W X P OR V H G SETION - W E 3 F T P WING SETION 30 TO 60 IRULR PIPE 30 TO 7 NON-IRULR PIPE Z W X 1 T 6 ROUGHENED ONSTRUTION JOINT TYP. M 1-0 V V 4 V G H R Q Y V M N P T Q T SETION - R 1" P N WING SETION 66 TO 10 IRULR PIPE FRONT TION ENERGY DISSIPTION LOKS (OPTIONL) Y DI. 30" 3 4" 4 54" 60" 4" 1 DIMETER OF IRULR PIPE OR SPN OF NON-IRULR PIPE DIMETER OF IRULR PIPE OR RISE OF NON-IRULR PIPE 3. PPLIES TO 66 DIMETER ND GRETER. (IRULR PIPE) 4. SEE URRENT STNDRD DRWINGS FOR DIMENSIONS, QUNTITIES, ND ILL OF REINFOREMENT. 5. DIMENSIONS FROM FE OF ONRETE TO STEEL SHLL E LER DISTNE. 6. ENIRLED LETTERS,,INDITE STEEL R LOTIONS 7. RS,, G, P, M, V RE SPED 1-0 O.. LL OTHER RS SHLL E EVENLY SPED.. RS ND V RE PLED IN ORDER OF INRESING LENGTHS, EGINNING T THE END OF EH WING. 9. RS RE PLED IN ORDER OF INRESING LENGTHS, EGINNING T THE TOP OF EH WING. 10. HEDWLLS LOTED T EDGE OF SHOULDER SHLL E PRLLEL TO ENTERLINE OF THE ROD. 11. PRON ETWEEN WINGS SHLL E SLOPED IN DIRETION OF FLOW EQUL TO SLOPE OF PIPE. FRONT FE OF HEDWLL ND ENDS OF WINGS SHLL REMIN VERTIL. Y 4" 7" 30" 3 3 (LYOUT ND STEEL PTTERN) DTE PIPE ULVERT HEDWLLS 0 SKEW 30" - 6 HK. Y: EJP EFFETIVE DTE: ND OPERTIONS FILITY SHEET 191 FIRGROVE VENUE - HMILTON, OHIO OF 6

16 DIMETER OF PIPE DIMENSION DIMENSION E E F F H H J J M M T T V V W W X X Y -0-6 Y Z Z U.YDS.ON. HEDWLLS U.YDS.ON. HEDWLLS LS.STEEL HEDWLLS LS.STEEL HEDWLLS DIMENSIONS ND QUNTITIES RE SED ON ONRETE PIPE ND WILL VRY SLIGHTLY FOR ORRUGTED METL PIPE. USE WITH SHEET OF 6 DTE DIMENSIONS & QUNTITIES 30"-6 HEDWLLS IRULR PIPE, 0 SKEW HK. Y: EJP EFFETIVE DTE: ND OPERTIONS FILITY 191 FIRGROVE VENUE - HMILTON, OHIO SHEET 3 OF 6

17 NON-IRULR PIPE : EQUIVLENT ROUND SIZES DIMENSION DIMENSION E E F F G G H H J J M 0-5 M N 0-5 N T T V 0 - V W 0 - W Y -0 Y U.YDS.ON. HEDWLLS U.YDS.ON. HEDWLLS LS.STEEL HEDWLLS LS.STEEL HEDWLLS DIMENSIONS ND QUNTITIES RE SED ON ONRETE PIPE ND WILL VRY SLIGHTLY FOR ORRUGTED METL PIPE. USE WITH SHEET OF 6 DTE DIMENSIONS & QUNTITIES 30"-6 HEDWLLS NON-IRULR PIPE 0 SKEW HK. Y: EJP EFFETIVE DTE: ND OPERTIONS FILITY 191 FIRGROVE VENUE - HMILTON, OHIO SHEET 4 OF 6

18 M R K S I Z E NO LGTH K M S I R Z 1 FT IN FT IN K E E E F G G H N Q 4 9 R V V E E F G G H N Q R V V V M S S NO LGTH K NO LGTH K M NO LGTH K I I NOTES R Z R Z 1 NUMER OF RS IN 1 FT IN FT IN K E 1 FT IN FT IN K E 1 FT IN FT IN ONE HEDWLL E E F G G H N Q R V V V E E F G G G H N Q R V V V E1 5 5 E F G G G H N Q R V V V V E E F G G G H N Q 4 5 R V V V V E E F G G G H M N P Q R DTE DIMENSIONS RE 0. TO 0. OF RS. 3 LL RS RE STRIGHT EXEPT THOSE SHOWN ELOW. ENT R SHPES K TO E FIELD ENT RS E K 0-6 (30-60 ) 0 - (66-10 ) K RS H RS F 1-6 (30-60 ) -6 (66-10 ) K 1 - (30-60 ) - (66-4 ) - (90-10 ) 1-3 (30-60 ) 1-9 (66-4 ) -3 (90-10 ) RS P ND V USE WITH SHEET OF 6 ILL OF REINFOREMENT 30" TO 6 DIMETER IRULR PIPE HEDWLLS HK. Y: EJP EFFETIVE DTE: ND OPERTIONS FILITY 191 FIRGROVE VENUE - HMILTON, OHIO 0 SKEW SHEET 5 OF 6

19 M R K S M S M S NO LGTH K NO LGTH K NO LGTH I I I K Z E 1 FT IN FT IN R K Z E 1 FT IN FT IN R K Z E 1 FT IN FT IN E E F G G H N Q R V V E E F G G H N Q 4 4 R V V E E F G G G H N (ONTINUED) Q R V V V E E F G G 4 7 G H N Q R V V V E E F G G G H N Q R V V V E E F G1 4 1 G G H N Q R V V V V E E 5 11 F G G G G H N Q R V V V V NOTES 1 NUMER OF RS IN ONE HEDWLL. DIMENSIONS RE 0. TO 0. OF RS. 3 LL RS RE STRIGHT EXEPT THOSE SHOWN ELOW. ENT R SHPES K 1-6 TO E FIELD ENT RS E K 0-6 RS F K 1 - RS H K 1-3 RS V USE WITH SHEET OF 6 DTE ILL OF REINFOREMENT 30" TO 6 NON-IRULR PIPE HEDWLLS 0 SKEW HK. Y: EJP EFFETIVE DTE: ND OPERTIONS FILITY SHEET 191 FIRGROVE VENUE - HMILTON, OHIO 6 OF 6

20 D Point "K" [00] D -0" [600] NOTES h :1Slope D D TION :1Slope h :1Slope :1 Slope of culvert normal to of roadway. Headwall is symmetrical about. Line "K" a L PLN TYPE "" 45 1 [450] 1 [450] Point "K" L 45 - / PLN TYPE "" ulvert Normal to of roadway L 1 Slope as shown on cross sections x [75x150] construction joint key Horizontal #5 [#16M] at 1 [450] c.c Vertical #5 [#16M] at 9" [5] c.c. ent bar "d" at 9" [5] c.c. 1 [450] a #5 [16M] at 1 [450] c.c b D D TION h 1 PPLITION: Full Height Headwalls shall be provided for skewed and non-skewed culverts having a diameter or rise of 4" [1050] to 4" [100] inclusive. Type "" is used when the skew angle ( ) is ten degrees or less and Type "" when the skew angle is over ten degrees. ONRETE: oncrete shall be class. REINFORING STEEL: ars shall be #5 [#16M] and epoxy coated. DETILS ND QUNTITIES: re shown for circular sections only. When used with reinforced elliptical concrete pipe or corrugated metal pipe arches, it will be necessary to adjust dimensions and quantities to conform to those listed for the nearest size circular pipe. The dimensions established by vertical diameter shall apply to span. ll calculated dimensions established by horizontal diameter shall be rounded to the nearest [5]. hamfer all exposed corners" [19]. STTE OF OHIO DEPRTMENT OF TRNSPORTTION STTE HYDRULI ENGINEER 7/30/07 c c c a 1 [450] FOUNDTION: Where the soil borings indicate a bearing capacity of less than,600 pounds per square foot [15 kpa], it will be necessary to increase the width of the footing. HEDWLL LOTION: To be determined by the intersection of the embankment slope at the back of the headwall at point "K". The slopes adjacent to the headwall shall be :1. PYMENT: Item 60 oncrete Masonry includes reinforcing. RODWY HYDRULI ENGINEER J. Stains LL METRI DIMENSIONS ( IN RKETS [] ) RE IN MILLIMETERS UNLESS OTHERWISE NOTED. OFFIE OF STRUTURL ENGINEERING :1 slope from Point "K" #5 [#16M] at 1 [450] c.c. each face #5 [16M] at 1 [450] c.c. (ottom) ar "d" at 9" [5] c.c. (Top) H D [00] STNDRD HYDRULI ONSTRUTION DRWING FULL-HEIGHT HEDWLLS #5 [#16M] at 9" [5] c.c. each face #5 [#16M] at 1 [450] c.c HLF SETION - HLF-SETION - SETION - 1" [300] SETION D-D SD NUMER -13 1

21 INLET END GROOVE OR ELL UPSTREM RIGID PIPE OUTLET END " [57] 4" [100] INLET END OUTLET END ORRUGTED PIPE END TRETMENT OF HEDWLL :1 Slope Point "K" :1 Slope ulvert Slope as shown on cross sections :1 Slope STTE OF OHIO DEPRTMENT OF TRNSPORTTION STTE HYDRULI ENGINEER 7/30/07 LOTION ND GRDING PLN FOR SKEWED PIPE ULVERT - TYPE RODWY SD NUMER HYDRULI ENGINEER J. Stains LL METRI DIMENSIONS ( IN RKETS [] ) RE IN MILLIMETERS UNLESS OTHERWISE NOTED. FULL-HEIGHT HEDWLLS (English) OFFIE OF STRUTURL ENGINEERING PIPE DI. D 7" 4" H a b c 7-7" " 3-9" - 5-0" 1-10" 4 - ar# d #7 # L h 7-5" 4-5" 9-0" 5-0" onc. MP onc. RP Steel L 1 L h 1 h onc. MP onc. RP Steel onc. onc. L L h h MP RP Steel L L h h (cy) (cy) (lbs.) (cy) (cy) (lbs.) (cy) (cy) (lbs.) (cy) (cy) (lbs.) ,73, " " 5-7" 6-4" ,11, " 14-7" 11 -" 13-4" 4-10" FULL-HEIGHT HEDWLLS " 5 -" ,7, " " " onc. MP onc. RP Steel, ,990 PIPE DI. D 7" 4" STNDRD HYDRULI ONSTRUTION DRWING

22 SPN NOTES Recommended ONRETE for headwalls shall be lass. NHOR OLTS (as detailed) for PROFILE 1" T Flow Line IRULR D/ D/ min. W ONRETE PIPE H 1/ Span min. W ELLIPTIL H anchoring upstream end of metal pipes shall meet STM 307. The top min. of bolt shall be galvanized according to STM 153. Nuts (as detailed) shall meet STM 35 and 153. ost of anchors shall be included in the unit price bid per linear foot of 603 onduit. Unless otherwise specified, anchor bolts shall be used only on pipe with span or rise greater than 4 inches. 13/1 1 1/4" HEDWLL FOR ONRETE PIPE HEDWLL FOR ORRUGTED METL PIPE IRULR ELLIPTIL IRULR PIPE RH D W H T onc..y. Span Rise W H T onc..y. 1" -0" 3-0" 1".0 15" - 3 -" 1" " 3-1".31 14" 3-5" 3 -" 1" ".37 1" 4" 4-0" 3-1".43 30" 19" 4 -" 3-4" 1".4 7" ".49 34" " 4-7" 3-5" 1".46 30" 5-0" 3-9" 1" " 5-0" 3-1" " 1".6 4" 7" 5-5" 3-7" 1" " 4-0" 1".69 45" 9" 5-10" 3-1".59 39" 6-4 -" 1".77 49" 3" " 1".67 4" 7-0" 4-1" " 7 -" 4-0" 14". 4-0" 4-14" " 3-5" 4 -" 14" " " 14" " " " " 5-9" " 5 -" 1.3 7" 13-0" 6-0" " 5-5" " " 5-7" 0" " " " 5-10" 0" " 16-9" 6-9" " " " " " 7-0" 4" " " " " " 3-0" -0" 30".93 D W H T onc..y. 1" -0" 3-0" 1".1 15" - 3 -" 1" " 3-1" " " 4-0" 3-1".46 7" ".53 30" 5-0" 3-9" 1" " 1" " 4-0" 1".76 39" 6-4 -" 1".4 4" 7-0" 4-1".9 4-0" 4-1" " " 1" " " " 5-9" 1".06 7" 13-0" 6-0" 1" ".94 4" " " 16-9" 6-9" " 7-0" " " " 1-9" 7-9" " " 3-0" -0" 4".3 Span Rise W H T onc..y " 3-0" 1".31 " " 1".37 5" 1 4-0" 3 -" 1".43 9" ".4 3 " " 1" " " 1".74 50" " 1" " 4-0" 1" " 40" 10-0" 4 -" 1" 1.5 7" 44" 1 4-4" 1" " 13-0" 4-9" 1" 1.4 7" " 14" " 77" 0-0" 5-9" NUT diam. bar 5" R= max. 3/ min. NHOR OLT Width of protection shall equal width of headwall. Minimum width 4-0". 5-0" 601 Rock Flow hannel Line Protection utoff wall. H Recommended nchor bolts at approximately 1 - centers. 601 Riprap- No.357 oarse Reinforced 9" ggregate, oncrete Slab. thick. HNNEL PROTETION DETIL utoff wall depth ( - min.) is variable to match required thickness of rock. 1" D/ H Span H DTE H D/ min. HEDWLLS PROFILE Flow Line W IRULR W PIPE RH HW-4 T HK. Y:..H. EFFETIVE DTE: ORRUGTED METL PIPE ND OPERTIONS FILITY 191 FIRGROVE VENUE - HMILTON, OHIO