REQUEST FOR COMMENTS
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- Roy Higgins
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1 REQUEST FOR COMMENTS NEW UNIFORM STNDRD DRWING NUMER 217.S2, "RESIDENTIL CUR ND GUTTER R-TYPE"; MODIFICTIONS TO STNDRD DRWING NUMERS 223, 224, 226.S1, ND 227.S1 The Specifications Subcommittee of the Regional Transportation Commission of Southern Nevada has approved the proposed changes and addition of Uniform Standard Drawing Number 217.S2, "Residential Curb and Gutter R-Type"; Modifications to Standard Drawing Numbers 223, 224, 226.S1 and 227.S2, of the Uniform Standard Drawings for Public Works' Construction Offsite Improvements, Clark County rea, Nevada, to accommodate new mericans with Disabilities ct (D) requirements. We would appreciate any comments you may have on the proposed changes, in writing, prior to 2/27/2015. Comments may be ed to The comments received on the proposed revisions are scheduled to be placed on the agenda of the Operations Subcommittee for the meeting of 3/17/2015 at 1:30 p.m. in the RTC Meeting Room 108. You are welcome to attend this meeting and discuss your concerns. PLESE NOTE If significant comments are received, a message will be posted to the PROPOSED REVISIONS page of the RTC web site on 2/28/2015 noting that this item will be returned to the Specifications Subcommittee on 4/8/2015 for further discussion.
2 24" 2" " SIDEWLK 1 4 " " " 12" R= 1 2" (TYP) 12" TYPE II GG. SE 24" 25" (OPTIONL) (SEE NOTE 3) 1. WHERE LONGITUDINL SLOPE IS LESS THN 0.4% THE FLOW LINE SHLL E WTER TESTED. 2. CONSTRUCT 1/2" EXPNSION JOINT T LL COLD JOINTS, T EGINNING ND END OF CUR RETURNS, ND T 300 FT. MX. INTERVLS FOR EXTRUDED CUR ND 30 FT. MX. INTERVLS FOR FORMED CUR. WEKENED PLNE JOINTS SHLL E FORMED T THE REMINING 15 FT. INTERVLS. SEE STD. DWG. NO. 234 FOR JOINT DETILS. 3. ONE INCH TTER T CUR FCE IS OPTIONL. 4. LL UTILITY OXES ND COVERS DJCENT TO R-TYPE CUR SHLL E HS-20 RTED "TRFFIC ERING" TYPE 5. R-TYPE CUR ND GUTTER IS ONLY LLOWED T DRIVEWY LOCTIONS (SEE STNDRD DRWING NO. 223) SPECIFICTION REFERENCE GGREGTE SE STRUCTURES JOINT MTERIL GENCY PPROVED C H L M N UNIFORM STNDRD DRWINGS CLRK COUNTY RE SUPPLEMENTL DRWING RESIDENTIL CUR & GUTTER R-TYPE DTE DWG. NO. 217.S2 NEW DRWING
3 PROPERTY LINE ND/OR CK OF SIDEWLK DRIVEWY 1/2" EXPNSION JOINT VRIES DRIVEWY PRON DEPRESSED CUR 4' GUTTER 4' PLN VRIES 4' DEPRESSED 4' CUR DELETE PROPERTY LINE ND/OR CK OF SIDEWLK DRIVEWY OTTOM OF CUR 6" MIN. ELEVTION 1/2" EXPNSION JOINT SECTION WEKENED PLNE JOINT EQUL REVERSE CURVES SLOPE SHLL E 1:8 MX. ND 1:12 MIN. MXIMUM SLOPE 1-1/2" PER FOOT 1" OVE F.L. OF GUTTER DRWING 6" TYPE II GGREGTE SE 1. WHEN CONSTRUCTING DRIVEWY WHERE CUR ND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CUR ND GUTTER. DRIVEWYS MY E MONOLITHIC TO.C. LINE. 2. WEKENED PLNE JOINTS SHLL E UNIFORMLY PLCED ETWEEN 5' ND 7' INTERVLS, SEE STNDRD DRWING NO SPECIFICTION REFERENCE 302 GGREGTE SE STRUCTURES 707 JOINT MTERIL GENCY PPROVED C H L M N UNIFORM STNDRD DRWINGS CLRK COUNTY RE RESIDENTIL DRIVEWY DTE DWG. NO. 223
4 3.00' DRIVEWY WIDTH VRIES 3.00' 1.50' 4.00' MIN. SIDEWLK WIDTH 2% MX. SLOPE EXPNSION JOINT (TYP) R-TYPE CUR & GUTTER TRNSITION CUR TYPE L-TYPE CUR & GUTTER PLN VIEW DRIVEWY SLOPE VRIES 4.00' MINIMUM SIDEWLK (TYPICL) EXPNSION JOINT (TYPICL) 2.00% MXIMUM SLOPE SIDEWLK 0.50' 1.58' 1.50' L-TYPE CUR- &-GUTTER 6" TYPE II GG. SE 0.13' 0.63' SECTION ' (OPTIONL) DRIVEWY SLOPE VRIES 4.00' MINIMUM SIDEWLK (TYPICL) EXPNSION JOINT (TYPICL) 2.00% MXIMUM SLOPE SIDEWLK 0.17' 0.02' 0.13' 1.02' R-TYPE CUR- &-GUTTER 6" TYPE II GG. SE 0.63' SECTION ' (OPTIONL) 1. WHEN CONSTRUCTING DRIVEWY WHERE CUR ND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CUR ND GUTTER. DRIVEWYS MY E MONOLITHIC TO.C. LINE. 2. WEKENED PLNE JOINTS SHLL E UNIFORMLY PLCED ETWEEN 5' ND 7' INTERVLS, SEE STNDRD DRWING NO GENCY PPROVED C H L M N SPECIFICTION REFERENCE 302 GGREGTE SE STRUCTURES 707 JOINT MTERIL UNIFORM STNDRD DRWINGS CLRK COUNTY RE RESIDENTIL DRIVEWY DTE DWG. NO. 223 NEW DRWING
5 PROPERTY LINE ND/OR CK OF SIDEWLK DRIVEWY 1/2" EXPNSION JOINT VRIES DRIVEWY PRON DEPRESSED CUR 1/2" EXPNSION JOINT OTH SIDES REINFORCING STEEL () 4' GUTTER 4' PLN VRIES 4' DEPRESSED 4' CUR DELETE PROPERTY LINE ND/OR CK OF SIDEWLK DRIVEWY OTTOM OF CUR 6" MIN. (SEE NOTE 3) ELEVTION 1/2" EXPNSION JOINT WEKENED PLNE JOINT EQUL REVERSE CURVES SLOPE SHLL E 1:8 MX. ND 1:12 MIN. MXIMUM SLOPE 1-1/2" PER FOOT DRWING 1" OVE F.L. OF GUTTER 3" 2" CLER (TYP.) SECTION 6" TYPE II GGREGTE SE 1. NO. 4 RS T 16" O.C. OTH WYS EXTENDING INTO GUTTER. NO. 4 RS SHLL E PLCED 3" OVE OTTOM OF SUPPORTED Y NON-FERROUS CHIRS PPROVED Y THE ENGINEER. 2. WHEN CONSTRUCTING DRIVEWY WHERE CUR ND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CUR ND GUTTER. DRIVEWY SHLL E MONOLITHIC TO.C. LINE. 3. DRIVEWY THICKNESS FOR INDUSTRIL USE SHLL E 8" MIN. 4. WEKENED PLNE JOINTS SHLL E EQULLY SPCED T 15' MX. INTERVLS, SEE STNDRD DRWING NO SPECIFICTION REFERENCE 302 GGREGTE SE STRUCTURES 505 REINFORCING STEEL 707 JOINT MTERIL GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE COMMERCIL ND INDUSTRIL DRIVEWY (OPTION ) DTE DWG. NO. 224 C H L M N
6 1 2 " EXPNSION JOINT 1 2 " EXPNSION JOINT 2% MX. SLOPE 4.00' MINIMUM 2% MX. SLOPE 5.00' (TYP.) SIDEWLK 2% MX. SLOPE L-TYPE CUR & GUTTER TRNSITION CUR TRNSITION CUR L-TYPE CUR & GUTTER 3.00' DRIVEWY WIDTH VRIES 3.00' PLN VIEW FG ELEV= FC ELEV= FL ELEV= LIP ELEV= FG ELEV= % MX. SLOPE 6" CONC. SIDEWLK (SEE NOTE 3) 6" TYPE II GG. SE REINFORCING () 1.50' 1.50' 4.00' MIN. SECTION - MINIMUM NOTE: ELEVTIONS SHOWN RE TYPICL 1. NO. 4 RS T 16" O.C. OTH WYS EXTENDING INTO GUTTER. NO. 4 RS SHLL E PLCED 3" OVE OTTOM OF SUPPORTED Y NON-FERROUS CHIRS PPROVED Y THE ENGINEER. 2. WHEN CONSTRUCTING DRIVEWY WHERE CUR ND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CUR ND GUTTER. DRIVEWY SHLL E MONOLITHIC TO.C. LINE. 3. DRIVEWY THICKNESS FOR INDUSTRIL USE SHLL E 8" MIN. 4. WEKENED PLNE JOINTS SHLL E EQULLY SPCED T 15' MX. INTERVLS, SEE STNDRD DRWING NO SPECIFICTION REFERENCE 302 GGREGTE SE STRUCTURES 505 REINFORCING STEEL 707 JOINT MTERIL GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE COMMERCIL ND INDUSTRIL DRIVEWY (OPTION ) DTE DWG. NO. 224 C H L M N NEW DRWING
7 1/2" EXPNSION JOINT ONLY IF UTTING VRIES 1/2" CUR FCE WEKENED PLNE JOINT CK OF SIDEWLK SIDEWLK CK OF CUR 5' R 6" TYPE II GGREGTE SE 1'-6" 1-1/2" SECTION - 6" (SEE NOTE 3) VRIES PLN WHEELCHIR RMP CUR FCE PROFILE 1. NO. 4 RS T 16" O.C. OTH WYS EXTENDING INTO GUTTER. NO. 4 RS SHLL E PLCED 3" OVE OTTOM OF SUPPORTED Y NON-FERROUS CHIRS PPROVED Y THE ENGINEER. 2. WHEN CONSTRUCTING DRIVEWY WHERE CUR ND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CUR ND GUTTER. DRIVEWY SHLL E MONOLITHIC TO.C. LINE. 3. DRIVEWY THICKNESS FOR INDUSTRIL USE SHLL E 8" MIN. FLOWLINE 1/2" CUR FCE 4. WEKENED PLNE JOINTS SHLL E EQULLY SPCED T 15' MX. INTERVLS. 5. 6" 3" 6" 6" MX. VRIES 6" MIN. TYPE II GGREGTE SE DELETE 36" 1/2" 1" 6" 36" (TYP.) 1/2" CUR FCE SEE DETIL STNDRD DRWING NO. 235 SECTION - THIS DRIVEWY DESIGN SHLL LSO E USED FOR LLEY INTERSECTIONS, 8" MIN. THICKNESS. 6. SPECIL DESIGNS SUJECT TO PPROVL OF THE ENGINEER. VRIES 1/2" EXPNSION JOINT 5" MIN. TYPE II GGREGTE SE SLOPE SHLL E 1:8 MX. ND 1:12 MIN. DRWING 4" SPECIFICTION REFERENCE 302 GGREGTE SE STRUCTURES GENCY PPROVED UNIFORM STNDRD DRWINGS CLRK COUNTY RE SUPPLEMENTL DRWING COMMERCIL ND INDUSTRIL 505 REINFORCING STEEL DRIVEWY (OPTION C) 707 JOINT MTERIL DTE DWG. NO. 226.S1 N
8 DRIVEWY WIDTH VRIES 1/2" EXPNSION JOINT RMP TRNSITION 6' MIN. SLOPE 1:12 MX. WEKENED PLNE JOINT 6" CUR FCE CK OF SIDEWLK SIDEWLK CK OF CUR TRNSITION CUR RMP SLOPE 1:12 MX. SLOPE 2% MX. FLOWLINE SLOPE 1:12 MX. 42" (TYP.) TRNSITION CUR RMP SLOPE 1:12 MX. PLN RMP TRNSITION LENGTH VRIES (3' MIN. / 15' MX.) 1.5" 1.50' 1" 6" (SEE NOTE 3) WEKENED PLNE JOINT 2% MX.1:12 MX. 6" (SEE NOTE 3) EXPNSION JOINT FLOW LINE % 1:12 MX. TRNSITION CUR HEIGHT EXPNSION JOINT CUR & GUTTER FLOW LINE % 1.50' 5.00' 6.00' 6" TYPE II GGREGTE SE SECTION - TRNSITION LENGTH VRIES SECTION - 6" TYPE II GGREGTE SE 1. NO. 4 RS T 16" O.C. OTH WYS EXTENDING INTO GUTTER. NO. 4 RS SHLL E PLCED 3" OVE OTTOM OF SUPPORTED Y NON-FERROUS CHIRS PPROVED Y THE ENGINEER. 2. WHEN CONSTRUCTING DRIVEWY WHERE CUR ND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CUR ND GUTTER. DRIVEWY SHLL E MONOLITHIC TO.C. LINE. 3. DRIVEWY THICKNESS FOR INDUSTRIL USE SHLL E 8" MIN. 4. WEKENED PLNE JOINTS SHLL E EQULLY SPCED T 15' MX. INTERVLS. 5. THIS DRIVEWY DESIGN SHLL LSO E USED FOR LLEY INTERSECTIONS, 8" MIN. THICKNESS. 6. SPECIL DESIGNS SUJECT TO PPROVL OF THE ENGINEER. SPECIFICTION REFERENCE 302 GGREGTE SE STRUCTURES GENCY PPROVED H UNIFORM STNDRD DRWINGS CLRK COUNTY RE SUPPLEMENTL DRWING COMMERCIL ND INDUSTRIL 505 REINFORCING STEEL DRIVEWY (OPTION C) 707 JOINT MTERIL DTE DWG. NO. 226.S1 NEW DRWING N
9 CK OF SIDEWLK LLEY (WIDTH VRIES) TRNSITION RE 1:12 MX. SLOPE 1/2" EXPNSION JOINT DRIVEWY PRON DEPRESSED CUR 4' MIN. 4' MIN. LENGTH VRIES GUTTER LENGTH VRIES PLN 1/2" EXPNSION JOINT OTH SIDES 4' MIN. VRIES 4' MIN. LENGTH VRIES 1:12 MX. SLOPE DEPRESSED CUR STREET SLOPE (%) LENGTH VRIES 1:12 MX. SLOPE REINFORCING STEEL () OTTOM OF CUR ELEVTION EQUL REVERSE CURVES SLOPE 1:12 MX. (8.33%) PROPERTY LINE ND/OR CK OF SIDEWLK MTCH LLEY ELEV. MX. SLOPE 1:50 (2%) MIN. SLOPE 1/10" PER FOOT 1:200 (0.5%) 1" OVE F.L. OF GUTTER 8" TYPE II GGREGTE SE 8" MIN. (SEE NOTE 3) 3" 2" CLER (TYP.) SECTION - 1. NO. 4 RS T 16" O.C. OTH WYS CONTINUOUS THROUGH GUTTER. NO. 4 RS SHLL E PLCED 3" OVE OTTOM OF. 2. WHEN CONSTRUCTING DRIVEWY WHERE CUR ND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CUR ND GUTTER. DRIVEWY SHLL E MONOLITHIC TO.C. LINE. 3. DRIVEWY THICKNESS SHLL E 8" MIN. SPECIFICTION REFERENCE GENCY PPROVED C H L UNIFORM STNDRD DRWINGS CLRK COUNTY RE SUPPLEMENTL DRWING N DEPRESSED LLEY DRIVEWY DTE DWG. NO. 227.S1
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