RECORD DRAWINGS REVISED TO CONFORM TO CONSTRUCTION RECORDS PROVIDED BY CONTRACTOR GMG BY DATE 11/13 CRS NO.
|
|
- Bertram Fisher
- 6 years ago
- Views:
Transcription
1 CELL: (715) CELL: (715) SCOTT OLSEN (715) S REVISED TO CONFORM TO CONSTRUCTION RECORDS PROVIDED BY CONTRACTOR BY DATE 11/13 CRS NO. 1 11/12 S G1.dgn 1/16/2014 3:52:17 PM apaun
2 CHECKED BY: TOP ELEV. = WEIR ELEV. = WEIR ELEV. = PROP. 18" RCP STORM SEWER I.E. = ACCESS DOOR 3'-3" FLOW 10" 8 INCHES MINIMUM STONE BEDDING CHAIN LOCK BRACKET GATES (TYP.) SECTION B-B MOUNTED TO UNDERSIDE OF CONCRETE LID PRECAST REINFORCED CONCRETE FLAT TOP 8'X8' PRECAST REINFORCED CONCRETE MANHOLE I.E.= I.E.= I.E.= F.E.E.= SELF-LOCKING KEYHOLE CUTOUT ANGLE IRON PROP. 18" HDPE STORM SEWER I.E. = A CENTER IN OPENING 3 4"x4"x 8" GALVANIZED KEYHOLE CUT-OUT WITH SELF-LOCKING SLOT COTTER PIN BOLT FOR SAFETY 2'-0" FLOW 1'-0" 2'-0" 8'-0" PROP. 18" RCP STORM SEWER FROM POND, I.E. = CENTER IN OPENING FLOW 8" 4'-0" LAYOUT PLAN NOTES: B B MOUNT CHAIN LOCKING BRACKET TO BOTTOM OF CONCRETE LID WITH 4" MOUNTING SCREWS. BRACKET TO BE HOT DIPPED GALVANIZED. A 8'-0" ACCESS DOOR HALLIDAY PRODUCTS #H2W6060 ACCESS DOOR (OR APPROVED EQUAL) SPECIFICATIONS: AUTO-LOCK T-316 STAINLESS STEEL HOLD OPEN ARM WITH RELEASE HANDLE T-316 STAINLESS STEEL HINGES AND ATTACHING HARDWARE T-316 STAINLESS STEEL SLAM LOCK WITH REMOVABLE KEY STAINLESS STEEL COMPRESSION SPRING ASSIST DOUBLE LEAF CONSTRUCTION H20 LOAD RATING (SEE NOTES) EXTRUDED ALUMINUM CHANNEL FRAME RECESSED LIFTING HANDLE LIFETIME GUARANTEE SLAM LOCK LIFTING HANDLE C OPENING QTY. 1 C DIM /2" (190 M M) MODEL NO. NOTES: OVERALL STANDARD SIZES A DIM. INCHES (MM) SUPPORT ANGLES. C DIM. INCHES (MM) HIGH DENSITY TRAFFIC. UNIT WT. LBS. (KG.) 373 H2W6060 (1524) 60 (1524) 60 (169) 1) SUITABLE FOR USE IN OFF STREET LOCATION WHERE NOT SUBJECTED TO 2) PROVIDE A FULL BED OF CLASS "A" CONCRETE UNDER FRAME AND 3. KEY HOLE TO BE MOUNTED DIRECTLY ABOUT GATE. A OPENING CHAIN LOCK BRACKET A DIM /2" (342 MM) TOP ELEV. = ZINC FINISH CHAIN SIZE 4/0 PRECAST REINFORCED CONCRETE FLAT TOP GATE WIDTH 15" 12" OVERALL CENTER SUPPORT BEAM S.STL. & ALUM. POSITIVE LOCKING HOLD OPEN ARM WITH S.STL. SPRING ASSIST WEIR ELEV. = WEIR ELEV. = " 6" 6" 1'-9" 12"x12" OPENING (TYP.) 1' 8'X8' PRECAST REINFORCED CONCRETE VAULT PRECAST REINFORCED CONCRETE WEIR WALL I.E.= " STANDARD "R" HANDLE 1 4' NEOPRENE SEAL POLYMER GUIDE HALLIDAY PRODUCTS #N1A STOP GATE (OR APPROVED EQUAL) SPECIFICATIONS: 3" (76 MM) A OPENING 6 1/2" (165 MM) 3 1/2" (89 MM) 1/4" (7 MM)THICK DIAMOND PATTERN ALUMINUM COVER PLATE T-316 STAINLESS STEEL HINGES WITH TAMPER PROOF FASTENERS PROP. 18" HDPE STORM SEWER I.E. = " 1'-3" GATE 8 INCHES MINIMUM STONE BEDDING SECTION A-A I.E.= I.E.= F.E.E.= NOTE: MOUNT GATES 3" BELOW INVERT ELEV. ONE-PIECE 6061-T6 EXTRUDED ALUMINUM FRAME ONE-PIECE, WRAP AROUND POLYMER GUIDE CHANNEL GATE 1/4" (7 MM) THICK 6061-T6 ALUMINUM GATE REINFORCED DEPTH HEIGHT TO DEFLECT NO MORE THAN 1/360th OF SPAN (VARIES) LOW COEFFICENT OF FRICTION (VARIES) NON-OZONE DEPLETING BITUMINOUS COATING ON FRAME DEEP SEATING FOR OPTIMUM TRACKING STANDARD "R"HANDLE OR OPTIONAL "P"HANDLE 15" MOUNTING HOLES AND S.STL. MOUNTING HARDWARE 3 YEAR GUARANTEE GATE DETAILS 1 1/2" (38 MM) ALUMINUM COUPLING SECTION PRIMER REQUIRED T-316 STAINLESS STEEL SADDLE BOLTED TO FRAME (COVER SHOWN IN OPEN POSITION) PRECAST REINFORCED OUTLET CONTROL STRUCTURE SCALE: NONE ACCESS DOOR DETAILS SCALE: NONE PROJECT NO.: PROJECT DATE: $DATE$ ND SCALE: DRAWN BY: AS SHOWN NO. DATE REVISION BY AP 146 North Central Ave. Marshfield, WI Fax: OUTLET CONTROL STRUCTURE DETAILS PHASE II DRAINAGE IMPROVEMENTS VILLAGE OF KRONENWETTER FILE NO SHEET PLOT DATE: Structure Details.dgn 1/16/2014 3:52:18 PM apaun Web Address: MSA Professional Services, Inc. MARATHON COUNTY, WI G 9
3 1 11/13 S I.E. = 'x4' INSULATION SY STORM SEWER INSTALLED OVER LATERALS INSTALLED 4'x4' INSULATION TOP OF SANITARY LATERAL = TOP OF WATER LATERAL = SY I.E. = I.E. = I.E. = I.E. = BOTTOM OF STORM SEWER = I.E. = TOP OF WATER = PP1.dgn 1/16/2014 3:52:24 PM apaun
4 1 11/13 S EXISTING BASIN ELEVATION = SET RIM ELEVATION TO EAST CULVERT INV. = DITCHING EXISTING GRAVEL DRIVE WEST CULVERT INV. = SY 7.6 SY SHOULDER SY SY 7 SY SHOULDER 1.2 SY SHOULDER RESET SEWER LATERAL TOP OF RISER ' OF 4'' PIPE 26 LF I.E. = I.E. = I.E. = I.E. = I.E. = SY I.E. = I.E. = SPLIT FLOW INLET I.E. = EXISTING RIM = EXISTING INVERT = SET RIM INVERT = I.E. = (18" E) I.E. = (18" W) I.E. = (18'' W) I.E. = I.E. = TOP OF WATER = TOP OF WATER MAIN = TOP OF STORM SEWER PIPE = CLEARANCE = 0.07' BOTTOM OF WATER MAIN = TOP OF SEWER LATERAL = BOTTOM OF STORM SEWER PIPE = PP2.dgn 1/16/2014 3:52:30 PM apaun
5 1 11/13 S DITCHING AND EMAT APPLIED NORTH TO DRIVEWAY EXISTING INVERT = JPS CAPPED AND ABANDONED IN PLACE 12" HDPE DEWATERING 0.40% SY SHOULDER FLUME ADDED PIPE DEFLECTED TO AVOID POWER POLE NEW LOCATION IS 8' NORTH OF POWER POLE 10.5' NON-PERFERATED 18" STORM SEWER EXISTING 18" CULVERT EXTENDED 16' AND ENDWALL ADDED SET INVERT ELEVATION AT "SS ENDWALL 10" FLUME ADDED 17.5' RIP RAP SY PERFORATED 18" STORM SEWER STARTING AT STA SY DITCHING AND EMAT APPLIED SOUTH TO DRIVEWAY 13.20' I.E. = I.E. = STA I.E. = " I.E. = (10" N,S) STA I.E. = (18'' W) I.E. = (18'' E) TOP OF WATER MAIN = BOTTOM OF WATER MAIN = X 10" LF PP3.dgn 1/16/2014 3:52:35 PM apaun
6 1 11/13 S 6" HDPE WATER MAIN NOT INSTALLED STA PERFORATED TRANSITION FROM PERFORATED 18'' TO NON PERFORATED NON PERFORATED STA I.E I.E NON PERFORATED PERFORATED TOP OF 1" WATER LATERAL = TOP OF 4" HDPE SEWER = SY VILLAGE STA TOP OF WATER MAIN = ' CLEARANCE BOTTOM OF WATER MAIN TO BOTTOM OF STORM SEWER TOP OF 4" SEWER LATERAL = TOP OF STORM SEWER = CLEARANCE = 1.0' PP4.dgn 1/16/2014 3:52:41 PM apaun
7 1 11/13 S SY I.E. = I.E. = STA STA I.E. = (W) TOP OF WATER MAIN = PP5.dgn 1/16/2014 3:52:46 PM apaun
8 REMOVE EXISTING 12" HDPE INSTALL 12" HDPE & ENDWALLS BRYCE LANE RELOCATED TO CENTER ON WTER AND SEWER & ENDWALLS I.E. = SY I.E. = I.E. = I.E. = FABRICATED GRATE I.E. = /13 S PP6.dgn 1/16/2014 3:52:53 PM apaun
9 1 11/13 S I.E. = I.E = I.E. = I.E. = PP7.dgn 1/16/2014 3:52:57 PM apaun
10 1 11/13 S STA WYE STA I.E. = I.E. = I.E. = PP8.dgn 1/16/2014 3:53:02 PM apaun
11 54.91 SY ASPHALT DRIVEWAY REMOVE EXISTING 18'' RCP INSTALL 30 LF - 18'' HDPE CULVERT PIPE I.E. = (S) I.E. = (N) DITCHING AND EMAT DITCHING AND EMAT SY 13.20' SY SHOULDER 17.5' 33" PROFILE VIEW 20" SF INSULATION OVER WATER LATERAL 7.0' TOP VIEW DITCH INVERT = DITCH CROSS SECTION BURY 3.11' WATER LATERAL = " INSULATION 2" INSULATION 12" UNDER DRAIN I.E. = (12'' N,E) I.E. = (12'' SW) TOP OF WATER LATERAL = PP9.dgn 1/16/2014 3:53:07 PM apaun
12 1 11/13 S SY I.E. = I.E. = SY PROFILE VIEW % I.E. = I.E. = I.E. = % PP10.dgn 1/16/2014 3:53:13 PM apaun
13 15.66 SY 47 I.E. = (12'' W) I.E. = (12'' NW) I.E. = (12'' E) 36.5 LF 0.77% 68 LF I.E. = I.E. = /13 S PP11.dgn 1/16/2014 3:53:18 PM apaun
STANDARD BID ITEM NUMBERS
10701 TRAFFIC CONTROL LUMP SUM 10702 Traffic Control for Storm Sewer Installation LUMP SUM 10703 Traffic Control for Water Main Installation LUMP SUM 10704 Traffic Control for Sanitary Sewer Installation
More informationPipe Product Catalog Table of Contents
Pipe Product Catalog Table of Contents Section A: Drawing #: Page Description A1 Reinforced Concrete Pipe A3 Storm Manhole Sizing Chart (48" - 96") A3.1 Storm Manhole Sizing Chart (108" - 144") A4 48"
More informationSECTION MANHOLES
SECTION 02601 MANHOLES PART 1 GENERAL 1.01 SCOPE OF WORK A. WORK required under this section consists of all materials, accessories, equipment, tools, and labor required to install precast concrete standard
More informationMSD STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY
MSD M etr o p olitan S e w e r Di s t r ict STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY 40203-1911 STANDARD DRAWINGS DIVISION
More informationManhole or Catch Basin Type A & B Cone Sections Precast - Design F Manhole or Catch Basin Cover (Reducer Cone Section Precast) Design D
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (14-02) MANUAL: Standard
More informationSTORM M ANHOLE FOR 42" PIPE AND SM ALLER JOB NO. SHEET NO. DATE MARCH 2015 OF MIN OF 3 CRSES MAX OF 5 CRSES 30"MAX 3 OR 3.5 PRECAST ECCENTIC CONC
01-APR-2015 13:33 = I:\MSV8i\Plotting\piblack.ptb V:\201001\\C\8x11_Howell_Det\stm_det01_8x11_st01.dgn TIME = MIN 3 CRSES MAX 5 CRSES 3 OR 3.5 PRECAST ECCENTIC CONC ID PIPE GRADE A CONC FILL 4" 8" 2-0"SUMP
More information2. Remove from the Standard Plate manual: Standard Plate Index, Sheets 1-4 of 4, Numerical Index of Standard Plates (August 31, 2012)
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management & Technical Support, Design Support Section TRANSMITTAL LETTER NO. (12-04) MANUAL: Standard
More informationGENERAL ISOMETRIC LAYOUT
EXISTING OR PROPOSED WIPER WALL SUPPORT STRUCTURE GATE LID CARBATHAN HG 0 WEB GRAY LOWER PAN GRATING ALUMINUM WIPER WALL CARBATHANE HG, 90 GRAY STRUCTURAL SPECIFICATIONS:. FLOODGATE MATERIAL TO BE ALUMINUM
More informationSECTION III STANDARD DRAWINGS ROYSE CITY GENERAL CONSTRUCTION NOTES & DETAILS
9. STANDARD DETAILS SECTION III STANDARD DRAWINGS ROYSE CITY GENERAL CONSTRUCTION NOTES & DETAILS j:\clerical\royse city\1-4086 general services\168-tech const standards review\tcss manual\2018 tcss manual\sec-9a
More informationC-M TMR Products Index
C-M TMR Products Index TMR Dwg. No. Grate/Frames 9x6 Dwg. AS3996 Recessed Road Gully Units Dwg. 1443, 1444 Protruded Road Gully Units Dwg. 1443, 1444 1220 Road Gully Units Dwg. 1459 7x4 Road Gully Units
More informationVILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD.
Q:\VillaPark_IL\11283000 Astor-Myrtle Sewer Separation Preliminary Design\D.4 CAD\Sheets\North\1. Cover.dwg INDEX OF SHEETS 1 COVER 2 GENERAL NOTES 3 SUMMARY OF QUANTITIES 4 ALIGNMENT 5-9 DRAINAGE AND
More informationSUBJECT: Standard Plates 4132, 4155, Drainage Structures and Castings Info
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (18-01) MANUAL: Standard
More informationStandard Plate 7036 is discontinued. It is replaced by Standard Plan Pedestrian Curb Ramp Details.
DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management & Technical Support, Design Support Section TRANSMITTAL LETTER NO. (12-02) MANUAL: Standard Plates DATED: May 11, 2012 SUBJECT: Standard
More informationM4 Hex Nut [ ] M4 T-Nut 20 [20-044] Appx. 1. 3mm. 20 Series profiles (1 per hole) (1 per hole) Ordering Information
Handles & Light Duty PA 20 1 Assembly of Hinge M4x8 FHCS [24-208-4] M4 T-Nut 20 [20-044] M4 Hex Nut [24-706-4] 60 300-0 PA 20 on panel 2 Hinge positions 3-4 Clearance dimensions 5 Range of swing FOR M4
More informationEngineering and Construction Services Division Construction Drawings for Sewers and Watermains. T No. Revision T No. Revision Remarks All T drawings
Engineering and Construction Services Division Construction Drawings for Sewers and Watermains Revision No. 8 April All T drawings New title block for each drawing is now standardized. Revision numbers
More informationAppendix C Construction Details
7172 Kennedy Road Warrenton, Virginia 20187 Appendix C Construction Details November 2017 TABLE OF CONTENTS THRUST BLOCKS Anchorage for 11 1/4 o, 22 1/2 o & 45 o Upper Vertical Bends... AV 01 Buttresses
More information5/16" Flange nut. Bolt Keeper Plate (8" Sq. SYS.) (3) 1/2" x 3" Hex head connector zinc plated bolt w/ washers and nut. Anchor 3" sq. 7 Ga.
2 1/2" x 2 1/2" x 10 Ga. 6" 5" 4" Variable Slipbase (8" Sq. SYS.) 5/16 Corner Bolt W/ nut 5/16" Flange nut Stub Insert (8" Sq. SYS.) Bolt Keeper Plate (8" Sq. SYS.) (3) 1/2" x 3" Hex head connector zinc
More informationDESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA
DESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA 94544-1395 PUBLIC WORKS DESIGN GUIDELINES TABLE OF CONTENTS SD-100 SERIES SPECIAL DRAWINGS SD-100 8/1991 SILT
More informationSUBJECT: Standard Plate 9102 Turf Establishment Areas At Pipe Culvert Ends
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (17-03) MANUAL: Standard
More informationCONCRETE MANHOLES.
CONCRETE CONCRETE SHAW PIPE produces circular, precast, concrete manholes in diameters 1050mmØ through 3000mmØ. Precast, concrete manholes are most frequently used for pipeline and sewer entry and are
More informationCITY OF VISTA STANDARD DRAWINGS
CITY OF VISTA STANDARD DRAWINGS May, 2015 THIS SHEET INTENTIONALLY LEFT BLANK TABLE OF CONTENTS MODIFICATIONS Modifications to San Diego Regional Standard Drawings DRAINAGE STRUCTURES DRN 01 Corrugated
More informationSUBJECT: Standard Plate Turf Establishment Areas (at Pipe Culvert Ends)
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (14-01) MANUAL: Standard
More informationSECTION SITE FURNISHINGS FOR CFCRT. 1. American Society for Testing and Materials (ASTM).
PART 1 - GENERAL 1.1 SECTION INCLUDES A. Benches. B. Trash receptacles. C. Bike storage. 1.2 REFERENCE STANDARDS A. Including but not limited to: 1. American Society for Testing and Materials (ASTM). 1.3
More informationSTANDARD CATCH BASIN GUTTER LINE CB INLET FRAME & GRATE, GROUTED TO GRADE RINGS AS REQ'D CONCRETE CURB FINISHED GRADE ASPHALT MAX 50 MIN
CB INLET FRAME & GRATE, GROUTED TO GRADE RINGS AS REQ'D ASPHALT 20 GUTTER LINE CONCRETE CURB FINISHED GRADE PRECAST GRADE RINGS, 2 50 100 MAX PRECAST CB LID GROUT ALL AROUND CB LEAD, INSIDE & OUTSIDE OF
More informationUTILITY AND STREET CONSTRUCTION PLAN REQUIREMENTS SECTION 1
UTILITY AND STREET CONSTRUCTION PLAN REQUIREMENTS SECTION 1 ENGINEERING STANDARDS FOR UTILITY AND STREET CONSTRUCTION PLANS MARCH 2014 CONSTRUCTION PLAN SHEET FORMAT REQUIREMENTS REPRODUCIBLE MYLAR 1.
More informationSECTION PRECAST CONCRETE SECTIONAL MANHOLES
SECTION 02545 PRECAST CONCRETE SECTIONAL MANHOLES PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Precast reinforced concrete cylindrical sectional manholes, complete with openings, inserts, hardware,
More informationAPPENDIX FENCE GENERAL NOTES
APPENDIX FENCE GENERAL NOTES 1. Fabric: 9 gage, 2" mesh, knuckle top and bottom, placed on the outside of posts, single fabric width for the entire height. 2. All fencing to be standard galvanized finish.
More informationCITY OF VISTA STANDARD DRAWINGS
CITY OF VISTA STANDARD DRAWINGS May, 2015 THIS SHEET INTENTIONALLY LEFT BLANK TABLE OF CONTENTS MODIFICATIONS Modifications to San Diego Regional Standard Drawings DRAINAGE STRUCTURES DRN 01 Corrugated
More informationINSTRUCTIONS: 1. Record the transmittal letter number, date, and subject on the transmittal record sheet located in the front of the manual.
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Technical Support Design Services Section TRANSMITTAL LETTER NO. (0-03) MANUAL: Standard Plates DATED: September
More informationMANHOLES PART I: GENERAL. A. Precast Concrete Manholes
MANHOLES PART I: GENERAL A. Precast Concrete Manholes 1) Manholes shall be made of precast concrete sections of which the top section shall be eccentric or flat slab top. The bottom section shall be a
More informationPENSTOCK VALVES. Performance through Excellence
VALVES & MANUFACTURING (1988) LTD. PENSTOCK VALVES Performance through Excellence SLIDEGATES WEIR GATES STOP LOGS SLIDEGATES PRECISION FACE SEALING VALVES WEIR GATES STOP LOGS SLIDEGATES Actuation Installation
More informationSUPPLEMENTARY STANDARD DETAIL DRAWINGS
CITY OF MAPLE RIDGE DESIGN AND CONSTRUCTION DOCUMENTS Part 4 SUPPLEMENTARY STANDARD DETAIL DRAWINGS September 2015 Updated: October 2015 THIS PAGE INTENTIONALLY LEFT BLANK City of Maple Ridge Supplementary
More informationHUSSEY GAY BELL SAVANNAH, GEORGIA
HUSSEY GAY BELL SAVANNAH, GEORGIA ------------------------------------------------------------------------------------------------------------ ADDENDUM NO. 3 TO THE CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS
More informationACORNWIRE.COM MESH PARTITIONS DIVISION 10 - SPECIALTIES WIRE MESH PARTITION FOLDING GATE
acorn WIRE ACORNWIRE.COM MESH PARTITIONS DIVISION 10 - SPECIALTIES 10 22 13 WIRE MESH PARTITION 10 22 16 FOLDING GATE GUIDE Page 4 / 5 No. 130A All wire type for normal industrial use. 7, 8, 9, 10 and
More informationCONSTRUCTION SPECIFICATION FOR MAINTENANCE HOLE, CATCH BASIN, DITCH INLET, AND VALVE CHAMBER INSTALLATION
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 407 NOVEMBER 2013 CONSTRUCTION SPECIFICATION FOR MAINTENANCE HOLE, CATCH BASIN, DITCH INLET, AND VALVE CHAMBER INSTALLATION TABLE OF CONTENTS 407.01
More informationINSTALLATION INSTRUCTIONS. March 2016 FOR FURTHER QUESTIONS, PLEASE CALL
March 2016 INSTALLATION INSTRUCTIONS FOR FURTHER QUESTIONS, PLEASE CALL 775 440 2025 JENSEN WATER RESOURCES 521 Dunn Circle, Sparks, NV 89431 JensenPumps.com Figure 1: This illustration shows a complete
More informationMEDIUM DUTY CAST IRON SLIDE GATES SERIES 20-10C
MEDIUM DUTY CAST IRON SLIDE GATES SERIES 20-10C Revised October 2007 Armtec reserves the right to alter designs. General The Armtec Sluice Gate is a quality and highly economical gate for a variety of
More informationNEWTON COUNTY WATER AND SEWERAGE AUTHORITY RESIDENTIAL, COMMERCIAL, INSTITUTIONAL AND INDUSTRIAL SUBDIVISIONS CONSTRUCTION PLANS CHECK LIST
NEWTON COUNTY WATER AND SEWERAGE AUTHORITY RESIDENTIAL, COMMERCIAL, INSTITUTIONAL AND INDUSTRIAL SUBDIVISIONS CONSTRUCTION PLANS CHECK LIST Project Name Checked By Date Designer Check List marks to be
More informationMAST ARMS & POLES. Ornamental Pole Top & Bases
Ornamental Pole Top & Bases Pelco s decorative pole top and bases make the traffic signal aesthetically pleasing to the eye. In addition to the standar 4-piece, Pelco also manufactures the bases with an
More informationMiscellaneous. Demolition
Public Improvements Miscellaneous 1 Mobilization L.S. ** 2 Clearing and Grubbing L.S. *** 3 Structural Concrete Incl. Reinforcing C.Y. $1,325.00 4 6" PVC Sleeves L.F. $26.00 Demolition 5 Remove Asphalt
More informationGovernment Of Newfoundland & Labrador Municipal Water, Sewer And Roads Master Construction Specifications
PAGE NO. : 1 OF 4 Revision Date: July 2009 STANDARD DRAWINGS TABLE OF CONTENTS DRAWING # DESCRIPTION 0030............ Work Adjacent to Roadway 0040............ Work at the Edge of Roadway 0050............
More informationMISCELLANEOUS SIGN CONNECTION DETAILS TYPICAL ROUTE MARKER ASSEMBLIES SIGN TO POST MICHIGAN DEPARTMENT OF TRANSPORTATION
5-4" SEE DETAIL I COUPLING BAR ON 3 2-10" CANTILEVER SIGN SUPPORT TYPICAL ROUTE MARKER ASSEMBLIES 5/1 DIAMETER STAINLESS STEEL BOLT AND NYLON INSERT LOCK NUT SELF-ALIGNING STEEL REINFORCING PLATE ( TYPE
More informationSewer Line Extension Permit Design Checklist
CHECKLIST C1 Revised 4/7/2017 Sewer Line Extension Permit Design Checklist DISCLAIMER - This checklist is provided to Consulting Engineers for the express purpose of assisting them in compiling sewer line
More informationCITY OF PITTSBURG ENGINEERING DEPARTMENT CONTRACT NO A WATER TREATEMENT PLANT CAPITAL IMPROVEMENTS PHASE 1A ADDENDUM #1 FENCE AND DITCH AUGUST
CITY OF PITTSBURG ENGINEERING DEPARTMENT CONTRACT NO. 2012-16A WATER TREATEMENT PLANT CAPITAL IMPROVEMENTS PHASE 1A ADDENDUM #1 FENCE AND DITCH AUGUST 2014 CHAIN LINK FENCE SPECIFICATIONS Chain link fence,
More informationCurrent Standard Plates including Transmittal Letters are available on the web at:
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (17-04) MANUAL: Standard
More informationItem 550 Chain Link Fence
Item Chain Link Fence 1. DESCRIPTION 2. MATERIALS Furnish, install, remove, repair, or replace chain link fence and gates. Furnish certification from the chain link fence materials manufacturer stating
More informationCity of Regina Standard Construction Specification SECTION 2660 CHAIN LINK FENCE
1.0 GENERAL 1.1 Scope 1.1.1 The work shall consist of supply and installing chain link fence, including braces and gates, as shown on the plans and specifications at the locations designated by the Engineer.
More informationCurrent Standard Plates including Transmittal Letters are available on the web at:
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (15-03) MANUAL: Standard
More informationCITY OF MUSKEGO DRAFTING STANDARDS
CITY OF MUSKEGO DRAFTING STANDARDS GENERAL - These standards apply to all plans. 1. Plans must be prepared on sheets measuring 36 inch across and 22 inch to 24 inch high unless otherwise specified under
More informationGENERAL ELEVATION SECTION A-A
NORTH OR WEST Final pavement Elev. m @ roadway 12 352 out to out precast backwall panels Final pavement Elev. m @ roadway SOUTH OR EAST Pile cut-f Elev. m Pile cut-f Elev. m 3:1 3:1 Approx. existing groundline
More informationSECTION 39 - MANHOLES TABLE OF CONTENTS
SECTION 39 - MANHOLES TABLE OF CONTENTS Section Page 39-1 GENERAL... 39.1 39-2 PRECAST CONCRETE MANHOLES... 39.1 39-2.01 Precast Concrete Sewer Manholes... 39.1 39-2.02 Precast Concrete Storm Drain Manholes...
More informationSIG-032-B TRAFFIC SIGNAL MAST ARM POLE AND MAST ARM DETAILS - CATEGORY III LUMINAIRE ARM (SEE CONTRACT) 6'-0", 8'-0", 10'-0" NOMINAL SPREAD
Michigan Department of Transportation 6'-0", 8'-0", 10'-0" NOMINAL SPREAD (SEE CONTRACT) LUMINAIRE ARM (SEE CONTRACT) POLE CAP 1'-6" (6'-0" ARM) 1'-10" (8'-0" ARM) 2'-0" (10'-0" ARM) NOMINAL RISE 2.38"
More informationLOWNDES COUNTY ENGINEERING PLAN REVIEW CHECKLIST. Design Professional: Phone: Developer: Phone: 2 nd Submittal (No Fee)
MEMORANDUM MICHAEL B. FLETCHER, P.E. COUNTY ENGINEER 327 N. Ashley Street Valdosta, GA 31601 Telephone: (229) 671-2424 Fax: (229) 245-5299 mfletcher@lowndescounty.com LOWNDES COUNTY ENGINEERING PLAN REVIEW
More informationMDOTProjectwise\Documents\Reference Documents\Traffic Reference\Statewide Special Details\Develop
500 460 MDOTProjectwise\Documents\Reference Documents\Traffic Reference\Statewide Special Details\Develop Check if Applicable TRAFFIC SIGNAL SPECIAL DETAILS INDEX/CHECKLIST *One completed checklist required
More information631 East Heil Avenue El Centro, CA Phone Number: (760) Toll Free (800) Fax Number (760) Page 1
631 East Heil Avenue El Centro, CA 2243 Phone Number: (760) 353-00 Toll Free (800) 61-0884 Fax Number (760) 353-308 Page 1 100 SERIES PORT VALVES Used with concrete, corrugated metal pipe, steel or asbestos
More informationSIGN MOUNTED BEACON SIG-027-A SINGLE SIGN MOUNTED FLASHING BEACON INSTALLED ON ONE WOOD POST DETAIL "A-1"
1 1/2" x 60" Galvanized (thread both ends) Top Bolt See Detail "A-1" and Slotted Channel Parallel Conduit Clamp Warning Sign 3 Equal Bolt Spacings (3 places at 12" min. spacing) (1) 3/8"x 7" min. (4"x
More informationFOR SERVICE BOXES IN CONCRETE DRIVEWAYS, SEE NOTE Min. COVER UNDER DITCHES. 600 Min. COVER
WOOD SERVICE MARKER STAKE (50 x 00) PAINTED BLUE PL mm FROM PROPERTY LINE STANDARD CONCRETE SERVICE BOX WITH EXTENSION AS REQ'D 00 FINISHED GROUND/ROAD SURFACE FOR SERVICE BOXES IN CONCRETE DRIVEWAYS,
More informationOPERATIONS, INSTALLATION & PARTS MANUAL
BELT LOADER EXTENSION RAMP OPERATIONS, INSTALLATION & PARTS MANUAL COMPLETE ASSEMBLIES SUBASSEMBLIES & WEAR COMPONENTS PART NUMBER DESCRIPTION PART NUMBER DESCRIPTION AP1525-W AP1525-T1 AP1525-T2 BLER,
More informationIF YOU DON T SEE IT HERE
www.smithfast.com Drills & Taps & Bits Screws Cotter Drilling Bolts / Hex Capscrews Lag Carraige Hitch Grade 8 Machine Grade Elevator 5 Sheet Spring Metal Roll Grade Eye 2 Square Taper Head set A325 Hex
More informationInstallation Instructions/Operation and Maintenance Manual. PS DOORS Contact Information. Website psdoors.com
Ladder Safety Gate Installation Instructions/Operation and Maintenance Manual Models All Models: LSG-5 to LSG-48 Table of Contents Product Information...2 Inspection & Mainteance...2 Warranty Information...2
More informationPL N 84TH PL N IVES CT N. Mills Creek 85TH AVE N LN N WEAVER LAKE RD N. PUD Concept Stage Plan 83RD PL N NEIGHBORHOOD LOCATION MAP
ARROWWOOD LN N 88TH PL N JONQUIL LN N IVES CT N 88TH PL N 88TH AVE N 88TH PL N 88TH AVE N COTTONWOOD LN N ZACHARY LN N 87TH AVE N 87TH PL N GOLDENROD LN N Mills Creek ZACHARY LN N 86T H AVE N 86TH AVE
More informationThis addendum forms a part of the Contract Documents dated: August 10, 2012.
Addendum # 1 Date Issued: August 28, 2012 Issued By: Project: Owner: Renker Eich Parks Architects 1609 Dr. Martin Luther King Street North St. Petersburg, Florida 33704 Ph# (727) 821-2986 Fax # (727) 896-4911
More informationMANUFACTURING INC. Specifications
Page 1 of 4 GENERAL 11 Aluminum security screen doors must be tested by a recognized testing laboratory to conform to SMA 6001-2002 Proposed American National Standard Specifications for Metal Protection
More informationROUTES: 65 SECTIONS: miles in length. THE FOLLOWING ITEMS AND APPROXIMATE QUANTITIES ARE INVOLVED:
ARKANSAS DEPARTMENT OF TRANSPORTATION CA0801 HWY. 110 - CLINTON (WIDENING) (S) FEDERAL AID PROJECT ACNHPP-0071(31) THE PURPOSE OF THIS PROJECT IS TO WIDEN HIGHWAY 65 IN VAN BUREN COUNTY. THIS PROJECT CONSISTS
More informationD. Thermally Sprayed Metallic Coating (Flame Spray): STD SPEC
STANDARD SPECIFICATION SECTION 05121 MISCELLANEOUS METALWORK PART 1 - GENERAL 1.01 DESCRIPTION This section includes materials, fabrication, and installation of structural steel, connecting bolts, pipes,
More informationSECTION 8: DRAINAGE, SEWER AND WATER SUPPLY NETWORKS
UDNP Standard Specifications SECTION 8: DRAINAGE, SEWER AND WATER SUPPLY NETWORKS 8.01 - Page i UDNP Standard Specifications SECTION 8: DRAINAGE, SEWER AND WATER SUPPLY NETWORKS Table of Contents SECTION
More informationShay Cab - Floor & Roof
Shay Cab - Floor & Roof Nelson Riedel Nelson@NelsonsLocomotive.com Initial: 1/20/04 Last Revised: 06/06/2004 Cab Floor: A cab floor was made at the same time as the tender floor. I was unhappy with some
More informationSTRUCTURES FOR SANITARY AND STORM SEWERS
SUDAS Standard Specifications Division 6 - Structures for Sanitary and Storm Sewers Section 600 - Structures for Sanitary and Storm Sewers STRUCTURES FOR SANITARY AND STORM SEWERS PART - GENERAL.0 SECTION
More informationSTANDARD DRAWINGS INDEX MODIFIED FOR CENTRAL REGION Revised August 6, 2018
SYMBOLS STANDARD DRAWINGS INDEX No Statewide Standard - Use Regional A3 Legend Detail Sheet BRIDGE AND STRUCTURES B-08.00 Bin Walls 1 CONSTRUCTION-BARRICADES AND SIGNING C-04.12 Location of Double Traffic
More informationBike Locker Model DBL1 & DBL2
Bike Locker Model DBL1 & DBL2 DBL1 & DBL2 are constructed of 99% recycled steel and is available in 20 standard powder coat colors or a galvanized finish. DBL1 & DBL2 store 1 or 2 bikes effortlessly and
More informationStandard Specifications
Standard Specifications PART 1.00 GENERAL 1.01 DECRIPTION SECTION 02620 PRECAST REINFORCED CONCRETE SANITARY MANHOLES A. Work included: The Contractor shall furnish all labor, materials, equipment, and
More informationMAINTENANCE HOLES, CATCH BASINS AND DITCH INLETS - MTC FORM 407 INDEX
407-1 - MAINTENANCE HOLES, CATCH BASINS AND DITCH INLETS - MTC FORM 407 INDEX 407-1.1 GENERAL Tender Items Specifications Standard Drawings 407-1.1.1 Frame and Grate Selection 407-1.1.2 Selection of Structure
More informationUP4 LEARN-A-LOT (PLAYFUL) Parts List DESCRIPTION 90 ANGLE BRACKET DOOR WINDOW MUSIC CATERPILLAR CIRCLE FRAME CIRCLE MIRROR YELLOW STAINED GLASS RED STAINED GLASS SQUARE TRIANGLE SPIRAL WHEEL SQUARE MIRROR
More informationSECTION SHEET METAL FLASHING AND TRIM
SECTION 07620 SHEET METAL FLASHING AND TRIM PART 1 GENERAL 1.1 SUMMARY A. Section includes flashings and counterflashings, sheet metal roofing and fabricated sheet metal items, as indicated in Schedule.
More informationTAS 201, TAS 202, TAS 203 and ASTM E330 PERFORMANCE TEST REPORT. Rendered to: DIAMOND DOOR PRODUCTS
Architectural Testing TAS 201, TAS 202, TAS 203 and ASTM E330 PERFORMANCE TEST REPORT Rendered to: DIAMOND DOOR PRODUCTS SERIES/MODEL: Diamond GEM 130 MPH Series PRODUCT TYPE: Out-Swing Steel Entry Door
More informationSECTION 58 PRECAST CONCRETE BOX CULVERT. This work consists of furnishing and installing Pre-cast Concrete Box Culverts.
SECTION 58 PRECAST CONCRETE BOX CULVERT 58.1 DESCRIPTION A. General This work consists of furnishing and installing Pre-cast Concrete Box Culverts. B. Related Work Section 51 Section 52 Section 53 Section
More informationPART 4 STANDARD DRAWINGS FOR CONSTRUCTION
4.0. INTRODUCTION PART 4 STANDARD DRAWINGS FOR CONSTRUCTION In this document, Ivins City adopts the most recent edition (currently 2007), including all amendments, of the APWA Utah Chapter s Manual of
More informationSECTION HOLLOW METAL DOORS AND FRAMES
PART 1 GENERAL 1.01 SECTION INCLUDES SECTION 08 11 13 HOLLOW METAL DOORS AND A. Non-fire-rated hollow metal doors and frames. B. Hollow metal frames for wood doors. C. Fire-rated hollow metal doors and
More informationUP43 LEARN-A-L0T (NATURAL) Parts List DESCRIPTION 90 ANGLE BRACKET DOOR WINDOW MUSIC CATERPILLAR CIRCLE FRAME CIRCLE MIRROR YELLOW STAINED GLASS RED STAINED GLASS SQUARE TRIANGLE SPIRAL WHEEL SQUARE MIRROR
More informationCity of Vaughan Engineering Department DESIGN STANDARD DRAWINGS
City of Vaughan Engineering Department DESIGN STANDARD DRAWINGS March 2004 STANDARD DRAWINGS Partners With The Environment March 2004 FORWARD The March 2004 version of the City of Vaughan Design Standard
More informationYield Sign, R1-2 w/ Black Back. Size SF PNC 30=30 36=36. Curve Right Sign, W1-2R w/ Black Back. Size SF PNC 24=24.
Regulatory Signs MUTCD Compliant Stop Sign, R1-1 w/ Black Back SF-6000 - - - PNC Yield Sign, R1-2 w/ Black Back SF-2025 - - - PNC No Outlet Sign, W14-2 w/ Black Back SF-2033 - - - PNC Dead End, W14-1 w/
More informationAURORA BRAND Pipe Hangers
AURORA BRAND Pipe Hangers SCHEDULE: H-2017 EFFECTIVE: March 6 and Supports 2017 Subject to change without notice. GENERAL NOTES MINIMUM INVOICE: S: F.O.B. : PAYMENT TERMS: OTHER TERMS: ONTARIO 4151 North
More informationPOLE LINE HARDWARE POLE LINE HARDWARE. HI-LINE UTILITY SUPPLY CO. Phone: Fax:
146 MACHINE BOLTS w/ square nut Rolled threads; s six inches or longer have con-type points. Hot dip galvanized. 860412 3/8" 4.5" 3" 250 8706 6" 3" 100 8707 7" 3" 100 8708 1/2" 8" 4" 100 8710 10" 4" 50
More information3. Use base plate as template (see FIG. 4-1) to mark location for fasteners.
Plan the layout of the railing it is the beginning of a successful project. Getting Started... 1. Completely read the application instructions before starting the installation of the railing. 2. Properly
More informationTesting. Material testing will be according to applicable AASHTO, ASTM or Department methods as specified.
907.01 Section 907. FENCING MATERIALS 907.01 General Requirements. Materials for use in fencing property, right-of-way and other installations must comply with this section. 907.02 Testing. Material testing
More informationSECTION CHAIN LINK FENCING AND GATES AND SOFTBALL BACKSTOP
1 1 1 0 1 0 1 0 1 SECTION 1 1 CHAIN LINK FENCING AND GATES AND SOFTBALL BACKSTOP BASED ON DFD MASTER SPECIFICATION DATED /01/ P A R T 1 - G E N E R A L SCOPE The work under this section shall consist of
More informationPIPE/CONDUIT SUPPORTS
PIPE/CONDUIT SUPPORTS Pipe/Conduit Clamps...102-105 Unicushion... 106 Pipe & Tubing (Cush-A-Clamp ) Clamps...107-110 Pipe Hangers... 111 Pipe Rollers...111-112 Pipe Brackets... 113 Reference Tables...114-120
More informationSECTION STEEL LIGHTING STANDARDS. 1. Electrical conduit and fittings; Section
02760-1 of 5 SECTION 02760 STEEL LIGHTING STANDARDS 02760.01 GENERAL A. Description Steel lighting standards shall include, but not necessarily be limited to, furnishing and installing steel lighting poles,
More informationTIMARU DISTRICT COUNCIL 2 King George Place P.O. Box 522 Timaru 7940 Telephone: Website:
INITIAL SURVEY ILE: CHANGES TO CORBEL DETAIL REVISION BY CHK APP. PLANNING.dwg 711696 AS SHOWN PERMISSION O THE CODE O PRACTICE TYPICAL PRECAST CONCRETE MANHOLE DETAILS 1 13 A B INITIAL SURVEY ILE: CHANGES
More informationF-4 FURNITURE. Contents
Contents F-4-1 Public Art Pole F-4-2 Banner Pole F-4-3 Typical Banner Installation F-4-4a Banner/Flower Basket Pole F-4-4b Banner/Flower Basket Pole F-4-5 Flower Basket Brackets F-4-6 TTC Station Sign
More informationAURORA BRAND Pipe Hangers and Supports
AURORA BRAND Pipe Hangers and Supports SCHEDULE: H-2015-1 EFFECTIVE: November 15 2015 Subject to change without notice. GENERAL NOTES MINIMUM INVOICE: S: F.O.B. : PAYMENT TERMS: OTHER TERMS: ONTARIO 4151
More informationCITY OF DANA POINT DEVELOPMENT REVIEW
Section I EARTHWORK CITY OF DANA POINT DEVELOPMENT REVIEW COST ESTIMATE UNIT PRICE LIST May 2002 Page 1 of 12 Section I EARTHWORK TABLE OF CONTENTS SECTION AND TOPICS...PAGE INTRODUCTION... i I EARTHWORK...
More informationSIG-030-B TRAFFIC SIGNAL MAST ARM POLE AND MAST ARM DETAILS - CATEGORY I LUMINAIRE ARM 6'-0", 8'-0", 10'-0" NOMINAL SPREAD (SEE CONTRACT) POLE CAP
Michigan Department of Transportation 6'-0", 8'-0", 10'-0" NOMINAL SPREAD (SEE CONTRACT) LUMINAIRE ARM (SEE CONTRACT) POLE CAP 1'-6" (6'-0" ARM) 1'-10" (8'-0" ARM) 2'-0" (10'-0" ARM) NOMINAL RISE 2.38"
More informationPORT OF ST. HELENS SCAPPOOSE INDUSTRIAL AIRPARK PARALLEL TAXIWAY B RELOCATON AIP PROJECT ADDENDUM NO. 1
PORT OF ST. HELENS SCAPPOOSE INDUSTRIAL AIRPARK PARALLEL TAXIWAY B RELOCATON AIP PROJECT 3-41-0056-024-2018 ADDENDUM NO. 1 Addendum No. 1 hereby amends the contract documents and drawings for the Scappoose
More informationCITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STORM DRAIN IMPROVEMENT PLAN REVIEW CHECKLIST
CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil ing Division STORM DRAIN IMPROVEMENT PLAN REVIEW CHECKLIST The following checklist consists of the minimum requirements for preparation
More informationDeck Designer Specification Kit For. TimberTech. All rights reserved copyright 2015 AZEK Building Products
Deck Designer Specification Kit For TimberTech All rights reserved copyright 2015 AZEK Building Products Deck layout diagram Top view without planks Bottom view with planks Top view with planks Page 2
More informationFXL-168 FIXED RACK ASSEMBLY INSTRUCTIONS SALES ORDER #
ZOMEWORKS FXL-168 FIXED RACK ASSEMBLY INSTRUCTIONS SALES ORDER # 1 1011 Sawmill Road NW, PO Box 25805, Albuquerque, NM 87125 USA (505) 242-5354 / (800) 279-6342 / FAX (505) 243-5187 E-mail: zomework@zomeworks.com
More informationStandard Plate Sheer Reinforcement for Precast Drainage Structures has been updated upon recommendation of the Bridge Office.
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (13-03) MANUAL: Standard
More informationS H E D A S S E M B L Y I N S T R U C T I O N S
T I T A N R A N G E S H E D A S S E M B L Y I N S T R U C T I O N S 6 X 4ft = 190 x 150 cm 6 X 6ft = 190 x 190 cm 6 X 8ft = 190 x 255 cm COMPONENT LIST Component illustrations are given as a visual guide
More informationINSTRUMENT MOUNTING STANDS PRODUCT CATALOG Continuous Tray Support System for Instrumentation and Controls
INSTRUMENT MOUNTING STANDS PRODUCT CATALOG Continuous Tray Support System for Instrumentation and Controls James C. White Company, Inc. Greenville, SC PAGE 5 Standard Instrument Stands SINGLE WALL STAND
More information