CITY of DALLAS. Standard Drawings. & Oregon Standard Drawing Amendments. Curbs, Sidewalks and Driveways Drawings

Transcription

1 CITY of DLLS Standard Drawings & Oregon Standard Drawing mendments Curbs, s and Driveways Drawings RD700 () - Curbs RD720 () - s RD745 () - lternate Driveway Detail RD750 () - Standard Driveway Detail RD755 () - Ramp Details RD756 () - 15 Radius Residential Intersection Ramp RD757 () - 20 Radius Residential Intersection Ramp RD759 () - Truncated Dome Detectable Warning Details pril 2016

2 8" Driveway 5-1/4" 2" 2" RDIUS 1" RDIUS 19" 3/4" and 1 1 2" Minus Crushed Rock 1/8" Radius 14" 10" 3" 3" 4" CDO RODWY 700 SERIES - CURS, ISLNDS, SIDEWLKS, ND DRIVEWYS.dwg 11/17/2016 5:09 PM TYPE "C" STRIGHT CUR **TYPE "C" CUR SHLL NOT E CONSTRUCTED WITHOUT PRIOR PPROVL OF CITY ENGINEER.** 1. FULL DEPTH CONTRCTION JOINTS SHLL E PLCED T 10 FOOT INTERVLS DJCENT TO SIDEWLK JOINTS DY COMPRESSIVE STRENGTH OF CONCRETE SHLL E MINIMUM OF 3,500 PSI. 3. TYPE OF CUR ND/OR GUTTER SHLL E SPECIFIED ON THE PLNS. 4. REFER TO STNDRD WHEELCHIR RMP DETILS FOR INTERSECTION CUR RDII DETILS. 5. TOPS OF CURS SHLL SLOPE TOWRD THE RODWY NORML, UNLESS OTHERWISE NOTED, SHOWN OR DIRECTED Y ENGINEER. 1" 24" DEPRESSED CUR 18" 5/8" per Foot of Slope (5%) TYPE "" CUR & GUTTER (Standard) 1" 3/4" 1-1/2" 3/4" and 1 1 2" Minus Crushed Rock 4" 1 7" ase Rock Subbase 3/4" and 1 1 2" Minus Crushed Rock 1. CONTROL JOINTS TO E PROVIDED T 10' INTERVLS. 2. EXPNSION JOINTS TO E INSTLLED T ENDS OF RETURNS INLETS, ENTRNCES ND END OF CURVES. EXPNSION JOINT SPCING NOT TO EXCEED 100'. PREFORMED 1 2" JOINT FILLER TO E USED. 3. S SOON S CONCRETE WILL NOT SLUMP, FCE FORMS SHLL E REMOVED. SMOOTH OUT IRREGULRITIES, ROOM FCE ND PPLY CURE TO CUR. 4. CONTRCTOR WILL PROTECT THE CUR FROM DROPPING ELOW 40 F DURING THE FIRST 72 HOURS OF CURE. MODIFICTIONS TO RD700: 1. DETILS, DIMENSIONS ND SPECIFICTIONS SHOWN HERE MEND THE DETILS SHOWN ON OREGON STNDRD DRWING RD FOR DDITIONL DETILS ND DETILS NOT SHOWN HERE, SEE OREGON STNDRD DRWING RD700. CITY OF DLLS OREGON STNDRD DRWING MENDMENT CURS 0 doption of Standard Drawings CTG 4/11/2016 NO. REVISIONS Y DTE DRWING NO. RD700 ()

3 Tooled Dummy Joint 12" Shoulder 4" 5'-0" (See Table) 4'- TLE - STNDRD SIDEWLK WIDTH (INCLUDING CUR) Full Depth Contraction Joint Every 10' 2 1 7" Min. 1/4" per Foot of Slope () Min. of 3" of 3/4" Rock Under and Curb SECTION - Street Type "" Curb & Gutter (See Detail No. 203) LOCL (GRID) ND COLLECTOR (MINOR) STREETS 5' COLLECTOR (MJOR) ND RTERIL STREETS 6' CDO RODWY 700 SERIES - CURS, ISLNDS, SIDEWLKS, ND DRIVEWYS.dwg 11/23/2016 4:32 PM Type "" Curb & Gutter Existing Min. Space 2 Panels SIDEWLK DY COMPRESSIVE STRENGTH OF CONCRETE SHLL E MINIMUM OF 3,500 PSI. 2. STNDRD SIDEWLK CROSS SLOPE SHLL E 1/4" PER FOOT OR. 3. CONCRETE THICKNESS FOR SIDEWLKS SHLL E MINIMUM OF 4" W/ MINIMUM OF 3" OF 3/4" COMPCTED ROCK UNDER SIDEWLK. DRIVEWYS SHLL E MINIMUM OF W/ MINIMUM OF 3" OF 3/4" COMPCTED ROCK. 4. CONTRCTION JOINTS SHLL E INSTLLED T 10' INTERVLS, Y CUTTING MIN. ONE THIRD OF THE DEPTH OF CONCRETE. "DUMMY" JOINTS SHLL E INSTLLED T 5' INTERVLS. 5. ROOM FINISH PERPENDICULR TO TRFFIC. OUTSIDE EDGES OF SIDEWLK ND PNEL MRKS SHLL E TOOLED W/ STNDRD EDGING TOOL HVING 1/2" RDIUS. 6. "DUMMY" JOINTS MY E CUT S STNDRD WEKENED PLNE CONSTRUCTION JOINTS. 7. THE RE EHIND THE SIDEWLK IS TO E CKFILLED WITH COMPCTED NTIVE MTERIL T 2:1 SLOPE OR FLTTER. 8. SIDEWLK SHLL NOT E CONSTRUCTED MONOLITHICLLY W/ CURING OR OTHER DJCENT NON-PEDESTRIN SURFCES WITHOUT PRIOR PPROVL OF CITY ENGINEER. 9. STMPING, STINS OR DYES, ND EXPOSED GGREGTE SHLL NOT E LLOWED. Extend Pipe a Minimum of eyond Hose Clamp Compacted Subgrade 5' Curb and 1/4" per Foot of Slope () 1/8" per Foot of Slope (1%) Min. 3" of 3/4" Minus Rock or Gravel 3" Schedule 40 or 3034 Cut Flush and Grout Street Surface Street Rock Contraction Joint 14" Curb 1/2" Grout ed sphalt FRONT VIEW Min. Clearance ehind Obstruction (See Table) 1/4" per Foot of Slope () Minimum 2 1/2" of Concrete Over Weep Hole. 3" Weep Hole SECTION - Obstruction WEEP HOLE **WEEP HOLES SHLL NOT E CONSTRUCTED WITHOUT PRIOR PPROVL OF CITY ENGINEER** 1. WEEP HOLES SHLL HVE MINIMUM OF 10 FEET ETWEEN THEM. (SERVING THE SME PROPERTY). 2. CURS WITHOUT EXISTING WEEP HOLES SHLL E CUT 12" MIN., ECH SIDE, OF PROPOSED WEEP HOLE ND REPLCED CCORDING TO CUR STNDRDS. 3. WEEP HOLE SHLL E PLCED DIRECTLY UNDER SIDEWLK ND CUR CONTRCTION JOINT. 4. WHEN SIDEWLK IS EXISTING, FULL 5 FOOT SECTION SHLL E SW CUT OUT ND REPLCED CCORDING TOSIDEWLK STNDRDS. 5. USE PRE-EXISTING WEEP HOLES WHEN PROVIDED. 6. THE MINIMUM 28-DY COMP. STRENGTH OF LL CONCRETE SHLL E 3500 P.S.I. Street TLE - MINIMUM SIDEWLK WIDTH (NOT INCLUDING CUR) LOCL (GRID) ND COLLECTOR (MINOR) STREETS 4' COLLECTOR (MJOR) ND RTERIL STREETS 5' OSTRUCTION 1. N OSTRUCTION IS NY OJECT THT MY IMPEDE PEDESTRIN TRFFIC, SUCH S UTILITY POLES ND MILOXES. 2. SIDEWLK MUST E POURED WITHIN THE R.O.W. 3. CONSTRUCTION OF DDITIONL SIDEWLK GINST CK OF EXISTING SIDEWLK IS NOT LLOWED. MODIFICTIONS TO RD720: 1. DETILS, DIMENSIONS ND SPECIFICTIONS SHOWN HERE MEND THE DETILS SHOWN ON OREGON STNDRD DRWING RD FOR DDITIONL DETILS ND DETILS NOT SHOWN HERE, SEE OREGON STNDRD DRWING RD720. CITY OF DLLS OREGON STNDRD DRWING MENDMENT SIDEWLKS 0 doption of Standard Drawings CTG 4/11/2016 NO. REVISIONS Y DTE DRWING NO. RD720 ()

4 12" Driveway Width 12:1 8.33% W 3' Min. Type Curb & Gutter Saw Cut oth Ends of Existing Curb to elow and Remove Entire Curb in Driveway rea W 5' 6' 4' 5' 2' 2' (4' Min.) 3/4" Normal Curb Exposure Top of Curb CDO RODWY 700 SERIES - CURS, ISLNDS, SIDEWLKS, ND DRIVEWYS.dwg 11/17/2016 5:09 PM SECTION DY COMPRESSIVE STRENGTH OF CONCRETE SHLL E MINIMUM OF 3,500 PSI. 2. SEE RD750() FOR DRIVEWY WIDTH TLE. 3. NONRESIDENTIL DRIVEWYS SHLL E DESIGNED TO CCOMMODTE PPROPRITE VEHICLE LODS. 4. SIDEWLK WIDTHS (INCLUDING CURS): 5'-0" LOCL ND COLLECTOR (MINOR) STREETS. 6'-0" COLLECTORS (MJOR) ND RTERILS 5. ROOM FINISH PERPENDICULR TO PEDESTRIN TRFFIC FLOW. 6. SEE STNDRD SIDEWLK DETIL FOR SIDEWLK INSTLLTIONS. 7. THE CROSS-SLOPE OF SIDEWLK IS MESURED FROM HORIZONTL. THE 12:1 SLOPE SIDEWLK TRNSITION TO DRIVEWY IS RELTIVE TO THE RUNNING SLOPE OF THE SIDEWLK. 9. STMPING, STINS OR DYES, ND EXPOSED GGREGTE SHLL NOT E LLOWED. 0 doption of Standard Drawings CTG 4/11/2016 NO. REVISIONS Y DTE Depressed Curb MODIFICTIONS TO RD745: Gutter Grade Drop Curb Section 3 Min. for Curb SECTION - Type &C Curb 1. DETILS, DIMENSIONS ND SPECIFICTIONS SHOWN HERE MEND THE DETILS SHOWN ON OREGON STNDRD DRWING RD FOR DDITIONL DETILS ND DETILS NOT SHOWN HERE, SEE OREGON STNDRD DRWING RD745. CITY OF DLLS OREGON STNDRD DRWING MENDMENT LTERNTE DRIVEWY DETIL DRWING NO. RD745 ()

5 STNDRD DRIVEWY - CUR ND GUTTER STNDRD DRIVEWY - TYPE "C" CUR Pay Limits Driveway to meet Dallas Development Code Driveway Pay Limits See elow for Width Type "" Curb & Gutter 12:1 Pay Limits 5' Min. Conc. Wing 8.33% Full Depth Contraction Joint Every 10' Saw Cut oth Ends of Existing Curb to elow and Remove Entire Curb in Driveway rea Pay Limits Driveway to meet Dallas Development Code Driveway Pay Limit See Table for Width C 12:1 Existing Type "C" Curb Pay Limits C 5' Min. Conc. Wing 3/4" 8.33% Full Depth Contraction Joint Every 10' Saw Cut oth Ends of Existing Curb to elow and Remove Entire Curb in Driveway rea Normal Curb Exposure Top of Curb CDO RODWY 700 SERIES - CURS, ISLNDS, SIDEWLKS, ND DRIVEWYS.dwg 11/17/2016 5:09 PM 13" 10" 9" Min. of 3" of 3/4" Rock Under Driveway and Curb 5' Min. (See Note #3) 4' - 1/4" per Foot of Slope ( Max) MXIMUM DRIVEWY WIDTH LOT FRONTGE LESS THN 56' (See Depressed Curb) Type "" Curb & Gutter DRIVEWY WIDTH 22' 56' to 70' 26' WIDER THN 70' 32' DY COMPRESSIVE STRENGTH OF CONCRETE SHLL E MINIMUM OF 3,500 PSI. 2. NONRESIDENTIL DRIVEWYS SHLL E DESIGNED TO CCOMMODTE VEHICLE LODS. 3. SIDEWLK WIDTHS (INCLUDING CURS): 5'-0" LOCL ND COLLECTOR (MINOR) STREETS. 6'-0" COLLECTOR (MJOR) ND RTERILS 4. ROOM FINISH SIDEWLK PERPENDICULR TO TRFFIC FLOW. OUTSIDE EDGES OF SIDEWLK ND PNEL MRKS SHLL E TOOLED W/ STNDRD EDGING TOOL HVING 1/2" RDIUS. 5. SEE STNDRD SIDEWLK DETIL, RD720(), FOR SIDEWLK INSTLLTIONS ND DDITION INFORMTION. 6. FOR PRTILLY LOWERED SIDEWLK DRIVEWY OPTION, SEE OREGON STNDRD DRWING RD STMPING, STINS OR DYES, ND EXPOSED GGREGTE SHLL NOT E LLOWED. SECTION - (Per City Ordinance No. 1794) 13" 9" 5' Min. (See Note #3) 4' - 1/4" per Foot of Slope ( Max) Min. of 3" of 3/4" Rock Under Driveway and Curb SECTION C-C See "Standard Curb Details" (Detail No. 203) See "D Ramp and Detail" (Detail No. 209, 210) Depressed Curb Type "C" Curb Gutter Grade Drop Curb Section 60" Min. for Curb SECTION - (See Depressed Curb) MODIFICTIONS TO RD750: Type &C Curb 1. DETILS, DIMENSIONS ND SPECIFICTIONS SHOWN HERE MEND THE DETILS SHOWN ON OREGON STNDRD DRWING RD FOR DDITIONL DETILS ND DETILS NOT SHOWN HERE, SEE OREGON STNDRD DRWING RD750. CITY OF DLLS OREGON STNDRD DRWING MENDMENT STNDRD DRIVEWY DETIL 0 doption of Standard Drawings CTG 4/11/2016 NO. REVISIONS Y DTE DRWING NO. RD750 ()

6 Turning space Min. level area 4' x 4' 4' x 5' when constrained (with longer dimension in direction of ramp travel). For the purposes of this application, a maximum construction slope (for drainage) is considered level. Truncated dome detectable warning surface. See RD759(). Slope 1.5% design ( max. construction) (Normal sidewalk cross slope) Radius Point 12' 5' (Local & Collector (Minor)) Slope 7.5% design (8.3% max. construction) (Ramp length 15' max., maintain constant cross slope when possible) 1. THE "MERICNS WITH DISILITIES CT" (D) REQUIRES THT CCESS RMPS TO SIDEWLKS CONFORM TO LL FEDERL GUIDELINES. EXCEPTIONS TO THE REQUIREMENTS IN THIS DRWING MUST E PPROVED Y THE CITY ENGINEER ND MUST COMPLY WITH D. 2. MXIMUM RMP SLOPE SHLL E 12:1. 3. RMP SURFCE SHLL E TEXTURED WITH RISED DIMOND PTTERN. TEXTURING SHLL E DONE WITH N EXPNDED METL GRTE STMPED INTO THE CONCRETE. 4. CONCRETE STRENGTH SHLL E 3500 PSI. 5. TROWEL EDGES ND JOINTS w/room FINISH PERPENDICULR TO TRFFIC. 6. NO OVE GROUND UTILITIES RE PERMITTED WITHIN RMP RE. 7. THERE RE TO E NO WTER VLVES OR FIRE HYDRNTS INSTLLED IN THE SIDEWLK OR CUR & GUTTER RE. 8. "e" MTCH DJCENT CUR EXPOSURE OR OTHERWISE. Property Line Width & Curb (See Detail No. 700(), 720()) 6' Min. Ramp 5' Min. Throat STNDRD RMP RDIUS TYPE STNDRD LOCL (GRID) RESIDENTIL COLLECTOR MINOR/MJOR, RTERIL 20'-0" * MUST HVE PRIOR PPROVL OF CITY ENGINEER 6' Min. Ramp PPROVED W/ CONDITIONS 15'* 30' 25'* SECTION - Min. 4" Conc.

7 D 15' Residential Intersection Ramp No Lip MESUREMENTS FOR 60' R.O.W. 4' Ramp Ramp Slope: 7.5% (12:1 ) 4' Turning Space Slope 12' 5' (Local & Collector (Minor)) CDO RODWY 700 SERIES - CURS, ISLNDS, SIDEWLKS, ND DRIVEWYS.dwg 11/17/2016 5:09 PM Turning space Min. level area 4' x 4' 4' x 5' when constrained (with longer dimension in direction of ramp travel). For the purposes of this application, a maximum construction slope (for drainage) is considered level. 1. THE "MERICNS WITH DISILITIES CT" (D) REQUIRES THT CCESS RMPS TO SIDEWLKS CONFORM TO LL FEDERL GUIDELINES. EXCEPTIONS TO THE REQUIREMENTS IN THIS DRWING MUST E PPROVED Y THE CITY ENGINEER ND MUST COMPLY WITH D. 2. MXIMUM RMP SLOPE SHLL E 12:1. 3. MINIMUM LENGTH OF RMP SHLL E 4'-0". 4. RMP SURFCE SHLL E TEXTURED WITH RISED DIMOND PTTERN. TEXTURING SHLL E DONE WITH N EXPNDED METL GRTE STMPED INTO THE CONCRETE. 5. LNDINGS SHLL E PLCED T THE TOP OF ECH RMP. LNDING SLOPES SHLL NOT EXCEED IN NY DIRECTION. (SEE TYPICL SECTION OVE). 6. MINIMUM LNDING DIMENSIONS SHLL E 4'x4'. 7. CONCRETE STRENGTH SHLL E 3500 PSI. 8. TROWEL EDGES ND JOINTS w/room FINISH PERPENDICULR TO TRFFIC. 9. NO OVE GROUND UTILITIES RE PERMITTED WITHIN RMP RE. 10. THERE RE TO E NO WTER VLVES OR FIRE HYDRNTS INSTLLED IN THE SIDEWLK OR CUR & GUTTER RE. 7.5 Truncated dome detectable warning surface. See RD759(). 1 Property Line Slope 1.5% design ( max. construction) (Normal sidewalk cross slope) Slope 7.5% design (8.3% max. construction, maintain constant cross slope when possible) (Ramp length 15' max.) 0 doption of Standard Drawings CTG 4/11/2016 NO. REVISIONS Y DTE Min. 3" of 3/4" Minus Rock ase SECTION - SECTION THROUGH RMP Radius Point Width & Curb (See Detail No. 700(), 720()) R11 MODIFICTIONS TO RD756: DIRECTOR OF PULIC WORKS CCEPTNCE INITILS DTE 10:1 STNDRD RMP RDIUS TYPE LOCL (GRID) RESIDENTIL COLLECTOR MINOR/MJOR, RTERIL 4' Throat STNDRD PPROVED W/ CONDITIONS 20' 15'* 30' 25'* * MUST HVE PRIOR PPROVL OF CITY ENGINEER 1. DETILS, DIMENSIONS ND SPECIFICTIONS SHOWN HERE MEND THE DETILS SHOWN ON OREGON STNDRD DRWING RD FOR DDITIONL DETILS ND DETILS NOT SHOWN HERE, SEE OREGON STNDRD DRWING RD756. 1' CITY OF DLLS OREGON STNDRD DRWING MENDMENT 15' RDIUS RESIDENTIL INTERSECTION RMP Top 4' Throat DRWING NO. RD756 ()

8 D 20' Residential Intersection Ramp No Lip MESUREMENTS FOR 60' R.O.W. 4' Ramp 4' Turning Space Ramp Slope: 7.5% (12:1 ) Slope Property Line 12' 5' (Local & Collector (Minor)) CDO RODWY 700 SERIES - CURS, ISLNDS, SIDEWLKS, ND DRIVEWYS.dwg 11/17/2016 5:09 PM Radius Point 1. THE "MERICNS WITH DISILITIES CT" (D) REQUIRES THT CCESS RMPS TO SIDEWLKS CONFORM TO LL FEDERL GUIDELINES. EXCEPTIONS TO THE REQUIREMENTS IN THIS DRWING MUST E PPROVED Y THE CITY ENGINEER ND MUST COMPLY WITH D. 2. MXIMUM RMP SLOPE SHLL E 12:1. 3. MINIMUM LENGTH OF RMP SHLL E 4'-0". 4. RMP SURFCE SHLL E TEXTURED WITH RISED DIMOND PTTERN. TEXTURING SHLL E DONE WITH N EXPNDED METL GRTE STMPED INTO THE CONCRETE. 5. LNDINGS SHLL E PLCED T THE TOP OF ECH RMP. LNDING SLOPES SHLL NOT EXCEED IN NY DIRECTION. (SEE TYPICL SECTION OVE). 6. MINIMUM LNDING DIMENSIONS SHLL E 4'x4'. 7. CONCRETE STRENGTH SHLL E 3500 PSI. 8. TROWEL EDGES ND JOINTS w/room FINISH PERPENDICULR TO TRFFIC. 9. NO OVE GROUND UTILITIES RE PERMITTED WITHIN RMP RE. 10. THERE RE TO E NO WTER VLVES OR FIRE HYDRNTS INSTLLED IN THE SIDEWLK OR CUR & GUTTER RE. 7.5 Turning space Min. level area 4' x 4' 4' x 5' when constrained (with longer dimension in direction of ramp travel). For the purposes of this application, a maximum construction slope (for drainage) is considered level. Truncated dome detectable warning surface. See RD759(). Slope 1.5% design ( max. construction) (Normal sidewalk cross slope) Slope 7.5% design (8.3% max. construction) (Ramp length 15' max., maintain constant cross slope when possible) 0 doption of Standard Drawings CTG 4/11/2016 NO. REVISIONS Y DTE 1 Width & Curb (See Detail No. 700(), 720()) Min. 3" of 3/4" Minus Rock ase SECTION - SECTION THROUGH RMP 1' ehind Walk R16 R12 STNDRD RMP RDIUS TYPE LOCL (GRID) RESIDENTIL COLLECTOR MINOR/MJOR, RTERIL STNDRD PPROVED W/ CONDITIONS 20' 15'* 30' 25'* * MUST HVE PRIOR PPROVL OF CITY ENGINEER MODIFICTIONS TO RD757: 4' Throat 1. DETILS, DIMENSIONS ND SPECIFICTIONS SHOWN HERE MEND THE DETILS SHOWN ON OREGON STNDRD DRWING RD FOR DDITIONL DETILS ND DETILS NOT SHOWN HERE, SEE OREGON STNDRD DRWING RD757. 3'-0" Top CITY OF DLLS OREGON STNDRD DRWING MENDMENT 20' RDIUS RESIDENTIL INTERSECTION RMP 4' Throat DRWING NO. RD757 ()

9 Top Dia. 50% yo 65% of ase Dia. ase Dia. 0.9" Min. 1.4" 0.2" Ctr. to ctr. spacing 1. min. 2.4" max. ase to base spacing 0.65" min. See detail for individual truncated dome *2'-0" Curb Ramp width - Var. Direction of travel TRUNCTED DOME DETIL TRUNCTED DOME PTTERN Grade Correction Curb at ack of Ramp unless otherwise directed TRUNCTED DOME DETECTLE WRNING SURFCE CDO RODWY 700 SERIES - CURS, ISLNDS, SIDEWLKS, ND DRIVEWYS.dwg 11/17/2016 5:09 PM PLCEMENT ON PRLLEL RMPS Truncated Domes 2' and cross the Entire Throat of Landing See Note 3 1. TRUNCTED DOME DETECTLE WRNING SURFCE DETILS & LOCTIONS RE SED ON UNITED STTES CCESS ORD STNDRDS. 2. SEE STD. DRGS. RD700 & RD701 FOR CURS. SEE STD. DRG. RD720 FOR SIDEWLKS. SEE STD. DRGS. TM503 & TM530 FOR CROSSWLK MRKINGS, WIDTHS, ETC. SEE STD. DRG. RD705 FOR ISLNDS. 3. PLCE TRUNCTED DOME DETECTLE WRNING SURFCE IN THE LOWER 2' DJCENT TO TRFFIC OF THROT OF RMP ONLY, UNLESS OTHERWISE SHOWN. RRNGE DOMES USING SQURE IN-LINE PTTERN ONLY. COLOR TO E SFETY YELLOW IF NO COLOR SPECIFIED IN CONSTRUCTION NOTE. LL PRODUCTS ON N INSTLLTION TO E IDENTICL. 4. TRUNCTED DOME DETECTLE WRNING SURFCE SHLL E USED WHERE THE PEDESTRIN CCESS ROUTE MEETS THE STREET, IN THE FOLLOWING LOCTIONS: ) SIDEWLK RMPS (SEE STD. DRGS. RD755, RD756, & RD757). ) CROSSING ISLNDS (CCESSILE ROUTE ISLNDS), (SEE STD. DRG. RD710). C) RIL CROSSINGS (SEE DETIL). 5. WHERE PULIC TRNSPORTTION STTIONS (RIL, US, ETC.) USE PLTFORM ORDING, TRUNCTED DOME DETECTLE WRNING SURFCE SHLL E PLCED LONG THE FULL EDGE LENGTH OF THE STTION,WHEN NOT PROTECTED Y PLTFORM SCREENS OR GURDS. 6. TRUNCTED DOME DETECTLE WRNING SURFCE SHLL NOT E USED ON THE FOLLOWING LOCTIONS: ) MIDLOCK SIDEWLK TRNSITIONS (SEE STD. DRG. RD756). ) STNDRD CONCRETE DRIVEWYS (SEE STD. DRGS. RD725, RD730, RD735, RD740, RD745, & RD750). C) PRKING LOTS. 7. SEE PROJECT PLNS FOR DETILS NOT SHOWN. 0 doption of Standard Drawings CTG 4/11/2016 NO. REVISIONS Y DTE PLCEMENT ON PERPENDICULR RMPS MODIFICTIONS TO RD759: Truncated Domes 2' and cross the Entire Throat of Landing See Note 3 1. DETILS, DIMENSIONS ND SPECIFICTIONS SHOWN HERE MEND THE DETILS SHOWN ON OREGON STNDRD DRWING RD FOR DDITIONL DETILS ND DETILS NOT SHOWN HERE, SEE OREGON STNDRD DRWING RD759. CITY OF DLLS OREGON STNDRD DRWING MENDMENT TRUNCTED DOME DETECTLE WRNING SURFCE DETILS & LOCTIONS DRWING NO. RD759 ()