CITY of DALLAS Standard Drawings & Oregon Standard Drawing Amendments Drainage Drawings

• RD300 (A) - Standard Trench Details • RD302 (A) - Trench Repair • RD303 - Trench Repair on New or Resurfaced • RD310 (A) - Sanitary and Storm Sewer Lateral Detail • RD335 (A) - Standard Storm Sewer • RD342 (A) - Shallow • RD350 (A) - Standard Drop Manhole Detail • RD356 (A) - Manhole Covers and Frames • RD360 (A) - Standard Manhole Adjustment in • RD362 (A) - Standard Sanitary-Storm Cleanout Detail • RD366 (A) - Standard Catch Basin Detail (CG-2) • RD370 (A) - Field Inlet (Type D) • RD371 (A) - Standard Inlet and Base Detail (CG-3)

April 2016 Finish grade

Surfacing-match Topsoil or existing material Top of as directed

subgrade 12" min. Base material

TABLE A

"A" "B" "C" "D" CLSM (in) (in) (in) (in) Class E max.) Class C Class A directed)

4 10 4 8 Excavated nativematerial clean sand (1/4" 6 10 4 8 Class B, 1"-0 or 3/4"-0 crushed rock Trench backfill area material (3" max.)(As Class D, pit or bar-run 8 10 6 10 10 10 6 10 Tracer wire (See general

12 12 6 10 "D" note 4) 15 12 6 10 See Table A 18 16 6 12 21 16 6 12 Nom. Pipe zone 24 18 6 12 "B" "B" Pipe diameter 30 18 6 12 "A" see Table A 36 24 6 14 "C" Pipe bedding, 42 24 6 14 48 24 6 14 "C" Trench 54 24 6 14 foundation stabilization, 60 24 6 14 as required 24" min. 66 24 6 14 72 24 6 14 MULTIPLE INSTALLATIONS For pipes over 72" diameter, see general note 3. Dia.

NOTES: DIAMETER MIN. SPACE BETWEEN PIPES 1. BACKFILL MATERIAL SHALL BE COMPACTED IN Up to 48" 24" 12" TO 18" LIFTS, DEPENDING ON COMPACTING TOOLS USED, AND COMPACTED TO A 95% 48" to 72" One half (1/2) dia. of pipe RELATIVE MAXIMUM DENSITY. 2. WHEEL ROLLING TRENCHES WITH BACKHOES MODIFICATIONS TO RD300: OR OTHER EQUIPMENT IS NOT CONSIDERED ACCEPTABLE COMPACTING WORKMANSHIP. 1. DETAILS, DIMENSIONS AND SPECIFICATIONS SHOWN HERE 3. SURFACING OF PAVED AREAS SHALL COMPLY AMEND THE DETAILS SHOWN ON OREGON STANDARD

5/5/2016 12:00 PM WITH STREET CUT STD. DRG. RD302. DRAWING RD300.

4. FOR PIPE INSTALLATION IN EMBANKMENT 2. FOR ADDITIONAL DETAILS AND DETAILS NOT SHOWN HERE, AREAS WHERE THE TRENCH METHOD WILL NOT SEE OREGON STANDARD DRAWING RD300. BE USED AND THE PIPE IS ≥ 36" DIAMETER, INCREASE DIMENSION "B" TO NOMINAL PIPE DIAMETER. 5. PIPES OVER 72" DIAMETER ARE STRUCTURES, AND ARE NOT APPLICABLE TO THIS DRAWING. 6. SEE STD. DRG. RD336 FOR TRACER WIRE DETAILS (WHEN REQUIRED). CITY OF DALLAS OREGON DRAWING NO. STANDARD DRAWING AMENDMENT RD300 (A) 0 Adoption of Standard Drawings CTG 4/11/2016 STANDARD TRENCH DETAILS NO. REVISIONS BY DATE CDO ROADWAY 300 SERIES - DRAINAGE.dwg Half Section Half Section Rigid Pavement w/ AC Surface P.C.C. Pavement Match Exist. Pvmt. Match Existing AC - Thickness or 6" Min. Saw Vertically (See Note 3) 4" Min. Class 3500 P.S.I. P.C.C. Existing P.C.C. Pavement Existing AC

Existing P.C.C. Pavement Existing Base

Existing Base Compacted Backfill 12" 12" (See Detail RD 300(A) ) Min. Min. Trench Width

TYPICAL PATCH FOR RIGID PAVEMENT Tack Coat all Cut Edges, and Seal Surface Over Saw Vertically (See Note 3) Joints with Tack and Sand New AC Existing AC (AC Patch Only) Patch 4" Min.

Existing Base Existing Base

12" 12" Min. Min. Compacted Backfill Trench Width (See Detail RD 300(A) ) TYPICAL PATCH FOR FLEXIBLE PAVEMENT Notes: 1. SAWCUT EXISTING ASPHALT A MINIMUM OF 12" TO UNDISTURBED PAVEMENT. 2. SAWCUTS WILL BE MADE PARALLEL TO TRENCH. 3. CUTS IN AC PAVEMENT SHALL BE MADE W/ A CUTTING WHEEL, SAW OR OTHER APPROVED METHOD. CUTS IN P.C.C. PAVEMENT SHALL BE DONE W/ A CONCRETE SAW. INTERMITTENT PUNCHING WITH A POINTED JACK HAMMER SHALL NOT BE PERMITTED. 4. FINAL ASPHALT THICKNESS SHALL BE OF 4", OR AS REQUIRED TO MATCH EXISTING MODIFICATIONS TO RD302: THICKNESS, WHICHEVER IS GREATER. 5. ASPHALT SHALL BE PLACED IN A MINIMUM OF 1. DETAILS, DIMENSIONS AND SPECIFICATIONS SHOWN HERE TWO LIFTS. CLASS "C" MIX SHALL BE THE AMEND THE DETAILS SHOWN ON OREGON STANDARD 5/5/2016 12:00 PM WEARING COURSE. DRAWING RD302. 6. TRENCH SURFACE SHALL BE MAINTAINED 2. FOR ADDITIONAL DETAILS AND DETAILS NOT SHOWN HERE, DAILY, UNTIL PERMANENT SURFACE REPAIR SEE OREGON STANDARD DRAWING RD302. IS IN PLACE. ON ASPHALT, COLD PATCH MIX SHALL BE USED UNTIL TRENCH IS RESURFACED. 7. IF STREET IS NEW, OR HAS BEEN RESURFACED, USE DETAIL RD303(A).

CITY OF DALLAS OREGON DRAWING NO. STANDARD DRAWING AMENDMENT RD302 (A) 0 Adoption of Standard Drawings CTG 4/11/2016 TRENCH REPAIR NO. REVISIONS BY DATE CDO ROADWAY 300 SERIES - DRAINAGE.dwg Cold Plane AC 2" Min.

D D Min. Min. 12" Min. Width of Trench 12" Min. New AC Patch - 4" Min. D Class E - CLSM Backfill

**Tack Coat all Cut Edges, and Seal Surface Over Joints with Tack and Sand (AC Patch Only)

NOTES: 1. SAWCUT EXISTING ASPHALT A MINIMUM OF 12" TO UNDISTURBED PAVEMENT. 2. SAWCUTS WILL BE MADE PARALLEL TO TRENCH. 3. FINAL ASPHALT THICKNESS SHALL BE OF 4", OR AS REQUIRED TO MATCH EXISTING THICKNESS,

5/5/2016 12:00 PM WHICHEVER IS GREATER. 4. ASPHALT SHALL BE PLACED IN A MINIMUM OF TWO LIFTS. CLASS "C" MIX SHALL BE THE WEARING COURSE. 5. TRENCH SURFACE SHALL BE MAINTAINED DAILY, UNTIL PERMANENT SURFACE REPAIR IS IN PLACE. ON ASPHALT, COLD PATCH MIX SHALL BE USED UNTIL TRENCH IS RESURFACED. 6. COLD PLANE AC MINIMUM OF 2" THE TOTAL WIDTH OF "D". 7. CITY ENGINEER TO DETERMINE IF STREET IS NEW OR RECENTLY RESURFACED.

CITY OF DALLAS OREGON DRAWING NO. STANDARD DRAWING RD303 0 Adoption of Standard Drawings CTG 4/11/2016 TRENCH REPAIR ON NEW OR RESURFACED NO. REVISIONS BY DATE STREET CDO ROADWAY 300 SERIES - DRAINAGE.dwg End of 2x4 Lateral Marker Shall be Labeled as Follows: S.S. ROW / Property S.S. or S.D. - Sanitary or Storm Lateral L=X' Line D=X' L=X' - Length of Lateral From Main in 'X' Feet 05 D=X' - Depth of the End of Lateral in 'X' Feet (Run Tracer Wire to Top of Marker, Where Applies) 08

-- Legend 01. Wye or Tee ASTM D-3034 PVC Fittings, or ASTM C-14, C-76 Concrete Manufactured Fittings. Street Surface 02. 45° or Smaller Bend Required. Insert Into Wye Or Tee. 03. Sanitary Laterals are to be ASTM D-3034 PVC GREEN Pipe Only. Storm Laterals are to be ASTM D-3034 PVC WHITE Pipe Only. Laterals shall have nominal inside diameters of 4 and 6 inches and use long radius bends at all changes in direction. 04. Mechanical Rubber or Any Other Rubber Sealed, Water Tight Plug. 07 Class "A" Backfill 05. A Full Length 2x4 Marker of Which the Top 2 Feet Will be Exposed and Painted Green For and 4' MIN. White for STORM SEWER, Marking the End of the Lateral. The Lateral Will Terminate Either at the Property Line or the 09 Class "B or D" Backfill Lot Side of the PUE (Public Utility Easement), Whichever is Greater. 02 06. Bedding and Pipe Zone: 3/4" Minus Compacted Crushed Rock, Giving the Pipe and Any Fittings a Uniform Firm Bed 01 03 to Lay on. Pipe Zone Includes a Minimum of 6" of Rock All Around the Pipe. 07. Backfill Requirements: Class "B or D" Backfill: Under Pavement and Graveled Street, Driveways and Parking Areas, as Well as Existing and Shoulders. Class "A" Backfill: Under Landscaped Areas, Lawns, Fields and Any Other 04 Area Where Class "B or D" is Not Required. Restore Top 12" to Previous Conditions or Better. Tracer Wire 06 08. Install cleanout, see RD362(A). 09. No Profinding Taps Allowed.

NOTES: 1. TAPPING OF EXISTING MAINS SHALL BE DONE BY CITY OF DALLAS PERSONNEL. INVERT AT END OF FITTING IS NOT TO BE LOWER THAN HORIZONTAL CENTER LINE OF MAIN. 2. MINIMUM GRADE FOR LATERALS WILL BE 2% OR 1/4" PER FOOT AND MUST BE WATER TIGHT. 3. LATERAL WILL DROP INTO MAIN AT TOP HALF OF THE MAIN. ROTATE WYE OR TEE AS NEEDED. MODIFICATIONS TO RD310: 4. TRACER WIRE IS REQUIRED ON ALL LATERALS. 1. DETAILS, DIMENSIONS AND SPECIFICATIONS SHOWN 5. SERVICE CONNECTIONS ARE ALLOWED TO THE SEWER SYSTEM AT A MANHOLE AS APPROVED HERE AMEND THE DETAILS SHOWN ON OREGON 5/5/2016 12:00 PM 12:00 5/5/2016 BY THE CITY ENGINEER.

STANDARD DRAWING RD310. 6. WHERE TEES OR WYES FOR CONNECTION ARE ABSENT OR UNUSABLE, CONNECTION OF 2. FOR ADDITIONAL DETAILS AND DETAILS NOT SHOWN SERVICE LINES SHALL BE MADE WITH AN APPROVED TAP SUCH AS SCALTITE SADDLE, HERE, SEE OREGON STANDARD DRAWING RD310. FOWLER TAP, FOWLER TEE, TAP-TITE TEE, OR EQUAL COMMERCIAL TAP. CITY OF DALLAS OREGON STANDARD DRAWING AMENDMENT SANITARY AND STORM SEWER LATERAL DETAIL

DRAWING NO. RD310

0 Adoption of Standard Drawings CTG 4/11/2016 (A) REVISIONS BY DATE NO. CDO ROADWAY 300 SERIES - DRAINAGE.dwg - SERIES 300 ROADWAY CDO Street Surface Riser Rings as Required. Standard Manhole Frame and Cover. Grouted in Place. Set w/ Mortar to Match Finish Grade. Rings Are Not to Exceed 1'

Grout Tracer Wire Eccentric Manhole Top. 24" (See Detail "A" on Std. Drg. RD336). (Must Conform to ASTM C-478) 24" Max No Steps Polyurethane Sealant to Fill Outside of Manhole 36" Crack at Joint

Gasket or Butyl Compound Mastic Sealer Rubber Wrap Use Only Manufactured Rubber Construct Channel and Shelf Manhole Boots for Sanitary Sewer In One Operation. to Provide Watertight Seal. 48" - 72" Slope Shelf Towards Channel. Channel Height / Depth Shall Match Springline of Pipe.

Extend Pipe 3" Into Manhole and Grout Smooth. Manhole

Manhole Concrete Varies

Base Section Refer to Plans 6" Minimum Thickness MANHOLE JOINT

Minimum 6" of 3/4" Minus Rock, NOTES: Compacted Under Base Section. 1. 28-DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE A MINIMUM OF 3,500 PSI. 2. STANDARD PRECAST MANHOLE SHALL BE A MANHOLE PROFILE VIEW MINIMUM OF 48" DIAMETER. 3. ALL CONNECTING PIPES SHALL HAVE A FLEXIBLE JOINT WITHIN 18" OF MANHOLE WALL. 4. ALL PRE INSTALLED LADDER ASSEMBLIES SHALL BE PULLED/CUT, AND HOLES GROUTED. 5. POSITION ECCENTRIC CONE ACCESS 180° FROM MODIFICATIONS TO RD335: DOWNSTREAM (OUT) FLOW (SEE DETAIL . 6. MANHOLE BASE SECTION, BARREL, ECCENTRIC 1. DETAILS, DIMENSIONS AND SPECIFICATIONS SHOWN CONE AND GRADE RING SHALL CONSTRUCTED HERE AMEND THE DETAILS SHOWN ON OREGON OF PRECAST , STANDARD DRAWING RD335. CONFORMING TO ASTM C478. 2. FOR ADDITIONAL DETAILS AND DETAILS NOT SHOWN 7. ALL SANITARY MANHOLES ARE TO PASS A Eccentric Manhole Access HERE, SEE OREGON STANDARD DRAWING RD335. VACUUM OR HYDROSTATIC TEST, SCHEDULED (See Note 5) BY CONTRACTOR. CITY OF DALLAS OREGON 8. MANHOLES LESS THAN 4'-0" DEEP SHALL HAVE STANDARD DRAWING AMENDMENT A PRECAST 8" OSHD FLAT TOP. (SEE DETAIL NO. 342(A) ) MANHOLE PLAN VIEW STANDARD STORM SEWER MANHOLE

DRAWING NO. RD335

0 Adoption of Standard Drawings CTG 4/11/2016 (A) REVISIONS BY DATE NO. CDO ROADWAY 300 SERIES - DRAINAGE.dwg 11/29/2016 11:06 AM 11:06 11/29/2016 DRAINAGE.dwg - SERIES 300 ROADWAY CDO Street Surface

Precast Concrete Riser Standard Manhole Frame and Cover. Rings as Required. Set w/ Mortar to Match Finish Grade. Grouted In Place. Rings Are Not to Exceed 1 Grout

Precast Manhole Flat Top. No Steps 8" Min. Thickness. (Must Conform to ASTM C-478)

48" - 72"

FLAT TOP

Remove Top Half of Existing Pipe in Manhole When Installed Over Existing Pipe. Sand Collars Shall Be Used For Both Sanitary and Storm Manholes Poured Over Existing Mains and in New Poured-In-Place Manholes.

Manhole Concrete Shall be of 28 Day 3,500 PSI Concrete.

Cast-In-Place or Precast Minimum of 6" of 3/4" Minus Rock, Concrete Base Compacted Under Base Section.

POURED-IN-PLACE

NOTES: MODIFICATIONS TO RD342: 1. FLAT-TOP MANHOLES SHALL BE CONSTRUCTED WHERE INSIDE HEIGHT IS LESS THAN 4'-0". 1. DETAILS, DIMENSIONS AND SPECIFICATIONS SHOWN 2. 28-DAY COMPRESSIVE STRENGTH OF HERE AMEND THE DETAILS SHOWN ON OREGON

5/5/2016 12:00 PM CONCRETE SHALL BE A MINIMUM OF 3,500 PSI. STANDARD DRAWING RD342.

3. POURED-IN-PLACE MANHOLE BASES SHALL NOT BE CONSTRUCTED WITHOUT PRIOR 2. FOR ADDITIONAL DETAILS AND DETAILS NOT SHOWN APPROVAL OF CITY ENGINEER. HERE, SEE OREGON STANDARD DRAWING RD342. 4. SEE DETAIL RD335(A) FOR ANY FURTHER APPLICABLE REQUIREMENTS. 5. ALL SANITARY MANHOLES ARE TO PASS A VACUUM OR HYDROSTATIC TEST, SCHEDULED BY CONTRACTOR.

CITY OF DALLAS OREGON DRAWING NO. STANDARD DRAWING AMENDMENT RD342 (A) 0 Adoption of Standard Drawings CTG 4/11/2016 SHALLOW MANHOLES NO. REVISIONS BY DATE CDO ROADWAY 300 SERIES - DRAINAGE.dwg "B10 DROP BOWL WITH FORCE LINE HOOD" MANUFACTURED BY RELINER-DURAN, INC. INSTALL PER MANUFACTURER RECOMMENDATION

WATERTIGHT SEAL

INFLUENT PIPE

PIPE LENGTH AS REQ'D 2' MAX. 1 1/2" STAINLESS STEEL BANDING & 3/8"Ø BOLT PIPE EMBED 1 1/2" CL 18"

GROUT 45° SHELF AND CHANNEL WITH REDLINE NON-SHRINK GROUT

ROUGHEN SURFACE AND APPLY MOOSE MILK ADHESIVE

INSIDE DROP

CHANNEL DETAIL MODIFICATIONS TO RD350:

1. DETAILS, DIMENSIONS AND SPECIFICATIONS SHOWN HERE NOTES: AMEND THE DETAILS SHOWN ON OREGON STANDARD 1. ONLY ONE INSIDE DROP CONNECTION 5/5/2016 12:00 PM DRAWING RD350.

ALLOWED PER MANHOLE. 2. FOR ADDITIONAL DETAILS AND DETAILS NOT SHOWN HERE, 2. MINIMUM MANHOLE DIAMETER WITH DROP SEE OREGON STANDARD DRAWING RD350. CONNECTION SHALL BE 60-INCHES. 3. MAXIMUM DROP PIPE DIAMETER SHALL BE 8-INCHES. 4. DROP MANHOLE ASSEMBLIES SHALL BE CONSTRUCTED WHERE DISTANCE BETWEEN INVERTS EXCEEDS 24".

CITY OF DALLAS OREGON DRAWING NO. STANDARD DRAWING AMENDMENT RD350 (A) 0 Adoption of Standard Drawings CTG 4/11/2016 STANDARD DROP MANHOLE DETAIL NO. REVISIONS BY DATE CDO ROADWAY 300 SERIES - DRAINAGE.dwg 24.75" O.D. Cover & Frame to be 19.75"Dia. Groove Machined for True Bearing 16.75"Dia. Drain 27"Dia. Hole Cir. 14.25" Dia. 0.875" 25"Dia. 1" Groove 8.5" Dia. 3" 0.875" 1" 6" Groove 1" 3"

23"Dia. 1" 0.75" 0.75" 24.5"Dia. 0.75" 30.75"Dia. 1.5" 7" Ribs 0.50" Ea. Way 22"Dia. SECTION A-A SECTION B-B Grooves-Width 1", Depth 0.25" 0.5" 8, 0.5" Ribs Equally Spaced

B B A A S Sanitary

Storm "S" is Optional

MANHOLE COVER MANHOLE FRAME 27"

25" 7/8" C=1-1/2", 2",

7/8" or 2-1/2"

A B C C ADAPTOR RING SIZES Machine Finish 24" 25" for True Bearing A 22-1/2" 23" B 23-3/4" 24-3/4" SECTION C-C

MODIFICATIONS TO RD356:

1. DETAILS, DIMENSIONS AND SPECIFICATIONS SHOWN HERE ADAPTOR RING AMEND THE DETAILS SHOWN ON OREGON STANDARD 5/5/2016 12:00 PM DRAWING RD356.

2. FOR ADDITIONAL DETAILS AND DETAILS NOT SHOWN HERE, NOTES: SEE OREGON STANDARD DRAWING RD356. 1. MATERIALS: ASTM A-48B CLASS 30 CAST IRON. 2. SANITARY MANHOLES SHALL HAVE TWO 1" DIAMETER DRAIN HOLES. 3. STORM MANHOLES SHALL HAVE SIXTEEN 1" DIAMETER DRAIN HOLES.

CITY OF DALLAS OREGON DRAWING NO. STANDARD DRAWING AMENDMENT RD356 (A) 0 Adoption of Standard Drawings CTG 4/11/2016 MANHOLE COVERS AND FRAMES NO. REVISIONS BY DATE CDO ROADWAY 300 SERIES - DRAINAGE.dwg 4'-0"

4'-0"

Traffic Flow s

Apply Tack Coat to Edges of Existing Pavement. Seal Joint 12" Min. w/ Tack Material and Sand Over.

CONCRETE 12" Min. COLLAR Replace AC to Existing Width FROM GRADE TO Existing Surface Thickness or Min. City Specs - MANHOLE CONE Whichever is Greater.

Precast Concrete Riser Install Minimum 6" Thick Concrete Rings as Required. Collar Around Entire Cutout. Grouted in Place. Rings Are Not to Exceed 1'

2"

MASTIC SEAL BETWEEN LID FRAME, GRADE RINGS, AND CONE (WHIRL YGIG IS ACCEPTABLE SUBSTITUTE) 12" MAXIMUM GRAND RING HEIGHT

MODIFICATIONS TO RD360:

1. DETAILS, DIMENSIONS AND SPECIFICATIONS SHOWN HERE AMEND THE DETAILS SHOWN ON OREGON STANDARD

5/5/2016 12:00 PM DRAWING RD360.

2. FOR ADDITIONAL DETAILS AND DETAILS NOT SHOWN HERE, NOTES: SEE OREGON STANDARD DRAWING RD360. 1. 28-DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE A MINIMUM OF 3,500 PSI. 2. SAW CUT DIAMOND AND REMOVE PAVEMENT AS SHOWN. RIMS SHALL BE ADJUSTED TO FINAL GRADE PRIOR TO PAVING.

CITY OF DALLAS OREGON DRAWING NO. STANDARD DRAWING AMENDMENT RD360

0 Adoption of Standard Drawings CTG 4/11/2016 STANDARD MANHOLE (A) NO. REVISIONS BY DATE ADJUSTMENT IN STREETS CDO ROADWAY 300 SERIES - DRAINAGE.dwg Tracer wire, leave enough free wire to extend 18" above See note 3 cast iron cover Mechanical plug Profile View Riser O.D. plus Cast iron frame 1/2" min. A.C. or concrete paving or other surfacing S

Varies Plan View

4" CAST IRON COVER 1/2"

#4 hoop centered in Provide 1/4" clearance commercial grade conc. pad between concrete pad and riser pipe 2" 4" Tracer wire min. min.

Provide 1/4" clearance for concrete pad and riser pipe CAST IRON FRAME

45° Bend PVC 3034 Cleanouts On Main Shall Be 6" PVC. (Cleanouts for Private Laterals Shall be 4" PVC and Installed at ROW or Property Line.) Tracer wire WYE PVC 3034

Mechanical Plug *Pipe Size *Pipe Size Varies Varies (See Plans) (See Plans) Main Line to be Extended Out to Match Cleanout Assembly.

Bedding

NOTES: MODIFICATIONS TO RD362: 1. ALL CLEANOUT MATERIAL TO BE SAME AS CARRIER PIPE. 1. DETAILS, DIMENSIONS AND SPECIFICATIONS SHOWN HERE 2. BROOKS BOXES CAN BE USED IN NON-PAVED AMEND THE DETAILS SHOWN ON OREGON STANDARD

5/5/2016 12:00 PM AREAS. DRAWING RD362.

3. CAST IRON LID SHALL READ "S", "SEWER", or "CO". 2. FOR ADDITIONAL DETAILS AND DETAILS NOT SHOWN HERE, 4. PLACE GREEN 2x4 AT END OF MAIN LINE IF SEE OREGON STANDARD DRAWING RD362. SEWER IS TO BE EXTENDED FOR FUTURE PHASES. 5. FUTURE PIPE DOES NOT NEED TO BE INSTALLED AT MAIN IF MAIN IS NOT GOING TO BE INSTALLED IN THE FUTURE.

CITY OF DALLAS OREGON DRAWING NO. STANDARD DRAWING AMENDMENT RD362

0 Adoption of Standard Drawings CTG 4/11/2016 STANDARD SANITARY-STORM (A) NO. REVISIONS BY DATE CLEANOUT DETAIL CDO ROADWAY 300 SERIES - DRAINAGE.dwg 4'-0" Transition 4'-0" 4'-0" 24" Transition 1'-1 1/2" 2'-8" 2 1/2"

GRATE 1.) Grates Shall be Ductile Iron Suitable for Loading as MFD. BY INLAND FOUNDRY. 2.) 2 Grates Required for Each C.B. Plan View Sawcut, Remove & Replace Exist. Curb 2' Min. 2'-4 3/4" From C.B. Wall (Typ. Both Sides) D Bars "a" 7-#3 @ 6" #3 Bars #5 Bars (See Detail A) C / 2 Edge Flat Bars

C 2'-3 3/8" 2 5/8" 4 Anchors 2'-8 1/2" 1" 1/4 " Frame & Grate See Curb

(See Details) Opening - 5/8"x 3" Bolt 3" 2 Each End Detail A 4 Corners Plan View 1' - 6" 3/16" 3/4" 1" Depression 6" 2 1/2 " 2 1/2" Along Curb Top of Curb D Varies to Match Adjacent Curb Type. 1' - 4" 3"x 2 1/2"x 3/8" Normal Pvmt. Slope 3-#5 FRAME 66" Long Optional Const. Joint Const. Joint 4" Varies to Match Subgrade Perforated 6" Adjacent Curb Type

Drain Pipe Support 1/4" tol. 1' - 4 1/2" at Subgrade Front & 6" 1 1/2" Back 2" Aggregate See Note 4 1 1/2" 3 1/4"

Backfill Variable 3" 1"(1/8"tol.) 45° 16" 12" Sump 2 5/8" 1 1/2" 2-1 1/2" 2 1/2" ( 1/2"tol.) #3 Bar 6" 2' -4 1/4" 6" 6 3/8" 6" 2'-3 3/8" 6" BAR "a" 1 5/8" SECTION C-C NOTES: CURB OPENING 1. 1. REINFORCING STEEL: SECTION D-D DETAIL A A.) NO. 3 BARS TO BE PLACED DURING CURB CONSTRUCTION. MODIFICATIONS TO RD366: B.) ALL BARS TO BE PLACED 1/2" CLEAR OF NEAREST FACE OF CONCRETE UNLESS SHOWN 1. DETAILS, DIMENSIONS AND SPECIFICATIONS SHOWN HERE OR NOTED OTHERWISE. AMEND THE DETAILS SHOWN ON OREGON STANDARD

5/5/2016 12:00 PM C.) ALL BAR SPLICES SHALL BE 20 DIA. DRAWING RD366.

2. ALL CONCRETE SHALL HAVE COMP STRENGTH OF 2. FOR ADDITIONAL DETAILS AND DETAILS NOT SHOWN HERE, 3,500 PSI. SEE OREGON STANDARD DRAWING RD366. 3. MATERIALS FOR FRAMES AND GRATES SHALL CONFORM TO SEC. 02450 OF STANDARD SPECIFICATIONS FOR CONSTRUCTION BY OREGON STATE HIGHWAY DIVISION, 1991. 4. 4" SUB-GRADE DRAIN MUST BE PLACED ON UPHILL SIDE OF CATCHBASIN. 5. ALL CURBED CATCH BASINS MUST HAVE RE-BAR. CITY OF DALLAS OREGON DRAWING NO. STANDARD DRAWING AMENDMENT RD366 (A) 0 Adoption of Standard Drawings CTG 4/11/2016 STANDARD CATCH BASIN DETAIL (CG-2) NO. REVISIONS BY DATE CDO ROADWAY 300 SERIES - DRAINAGE.dwg 28.75" 1/2"x 2.5" Sq. Edge Flat Bar 3" A A 2.5"

27.375" 32.5"

Ditch 4 Anchors 1/2"x 3" Bolts 1/4 2.5" 2.5" 2 Ea. End 3" x 2.5" x 1/4" 4 Corners 3/16 Angle 2.5" FRAME PLAN 7 1/2" 2'- 3" 6" 2'- 3 3/8" 6" 3'- 3 3/8" 3/16" Both Ends All Bars ELEVATION 0.25"x 2.5"x 30.75" 30° 1'- 4 1/2" Ditch Bottom Sq. Edge Flat Bars

2'- 8" 3" C to C

SEE NOTE 4 1.5" 1.5"

Variable 3/8"x2.5" Sq. Edge Flat Bar GRATE 12" Sump MODIFICATIONS TO RD370:

6" 24" 6" 6" Normal 36" 1. DETAILS, DIMENSIONS AND SPECIFICATIONS SHOWN HERE AMEND THE DETAILS SHOWN ON OREGON STANDARD 5/5/2016 12:00 PM 12:00 5/5/2016 SECTION A-A DRAWING RD370.

2. FOR ADDITIONAL DETAILS AND DETAILS NOT SHOWN HERE, SEE OREGON STANDARD DRAWING RD370.

NOTE: CITY OF DALLAS OREGON 1. CONCRETE SHALL HAVE A COMP. STRENGTH OF 3500 P.S.I. STANDARD DRAWING 2. FOR OUTLET SIZE, LOCATION AND INVERT ELEVATION, SEE PROJECT FIELD INLET (TYPE D) PLANS. 3. FRAME AND GRATE MATERIAL SHALL BE STEEL (A.S.T.M. A-36) AND DRAWING NO. GALVANIZED IN ACCORDANCE WITH (A.S.T.M. A-123). RD370

4. PLACE CLASS 50 RIP RAP IN FRONT OF CATCHBASIN. 4'-5' LONG 1' 0 Adoption of Standard Drawings CTG 4/11/2016 (A)

NO. REVISIONS BY DATE DEPTH. CDO ROADWAY 300 SERIES - DRAINAGE.dwg - SERIES 300 ROADWAY CDO Top Curb Grade 24 3/4" Class 30 Cast Iron 3' Heavy Traffic Loading Cover. 4" x 4" - 6 - 6 Wire Diamond Style Surface 2' Mesh Reinforcing 6" (Inland Foundry No. 706 Subgrade 6" 1' - 5" or Approved Equal)

Angle Nosing Aggregate Class 30, 4-1/4"x 23-1/4" Backfill Flange Up Cast Iron Frame

Variable Ring Heavy Traffic Loading. 4" Perforated (Inland Foundry No. 706 or Drain Pipe at 2'-9" Approved Equal) Subgrade Concrete #3 Proj. 12" Beyond 1'-4 1/2" Structure (2) Places 6"

(See Note 5) 6" 3'-0" SECTION C-C 2'-6" REINFORCING STEEL DETAIL 3'-6" C 6"

6" 6" Back of PERSPECTIVE VIEW

6" Curb 3'-6''

Top Face 1/2" 2'-9''

3'-0" Top Face of Curb of Curb 4'' Cover " Class 30 Cast Iron 2 Angle Nosing / 1 8 1/2"8 1/2" 24 3/4"ID C Bottom Face 4" Gutter 3 1/2"x 3 1/2"x 1/4" Frame and Cover 2'-6'' 1'

1'-4 Slope - 1/4"/ft of Curb Flow Line Normal Gutter 1'-9'' 4" PLAN BASE SECTION 3'' 6''Radius 1/2" x 10" SECTION A-A 1/2"x8" Anchor 2'-0'' Opening Bolts (3) 1'-5 1/8" ANCHOR B ANGLE NOSING BOLTS, NUT (2) 3-1/2" x 3-1/2" x 1/4" See Detail #1 SECTION B-B 1" GUTTER 6" RAD. NOSING Keyway FLOW LINE A A AT TOP MODIFICATIONS TO RD371: CURB TOP FACE 1. DETAILS, DIMENSIONS AND SPECIFICATIONS SHOWN HERE

1'-6" OF CURB

5/5/2016 12:00 PM 12:00 5/5/2016 AMEND THE DETAILS SHOWN ON OREGON STANDARD 2 1/4" 2 1/4"

B LIMITS OF DRAWING RD371. 3'-0" 3'-6" 3'-0" GUTTER Detail 1 2. FOR ADDITIONAL DETAILS AND DETAILS NOT SHOWN HERE, SEE OREGON STANDARD DRAWING RD371. PLAN TOP SECTION CITY OF DALLAS OREGON NOTE: STANDARD DRAWING 1. CONCRETE SHALL HAVE A COMP. STRENGTH OF 3500 P.S.I. 2. TOP SHALL BE REINFORCED WITH 4''X4''-6-6 WIRE MESH. STANDARD CURB INLET AND BASE DETAIL (CG-3)

3. ALL METAL PARTS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. DRAWING NO. 4. COVER SHALL BE ASTM A-48 CLASS 30 CAST IRON. RD371

5. 4" SUB-GRADE DRAIN MUST BE PLACED ON UPHILL SIDE OF CATCHBASIN. 0 Adoption of Standard Drawings CTG 4/11/2016 (A)

6. FOR OUTLET SIZE, LOCATION AND INVERT ELEVATION, SEE PROJECT PLANS. REVISIONS BY DATE NO. CDO ROADWAY 300 SERIES - DRAINAGE.dwg - SERIES 300 ROADWAY CDO