EXTERIOR BUILDING, ROOFING, AND SITE IMPROVEMENTS

Size: px
Start display at page:

Download "EXTERIOR BUILDING, ROOFING, AND SITE IMPROVEMENTS"

Transcription

1 CONTRACT NUMBER: IFB-8-B006 ARCHITECT / ENGINEER : HURST-ROSCHE, INC. NO. LINOIS (68) E. RANDLE ST./ N. FRITZ ST. 402 CHERRY ST., ST. LOUIS ST DEE ST PLUM ST. 620 S. HERMAN ST. 702 CHERRY ST. AREA LOCATION MAP : MAY 8, 208 HR#

2 DRAWING INDEX GENERAL NOTES: (APPLY TO ALL WORK) LEGEND OF SYMBOLS : 05/8/208 DRAWING INDEX, LEGEND OF SYMBOLS, GENERAL NOTES, AND ABBREVIATIONS G-02

3 CHERRY STREET ±48' ±48' 4 (±880 SF) 4 (±880 SF) SITE NO. 3C PLAN - AMP 5: LEBANON IL30-4 S. HERMAN STREET ±5' 5 (±79SF) 9 SITE NO. 3A PLAN - AMP 5: LEBANON IL30-4 2" TYP. CONTROL JOINT /4" MAX. WIDTH SAWCUT OR HAND FORMED JOINT. SPACING 0'-0" O.C. MAX. PREMOLDED FILLER FLUSH WITH SURFACE 6" 4 COMPACTED AGGREGATE 4" - MIN. COMPACTED EARTH BACKFILL OR EXISTING UNDISTURBED BASE. GENERAL NOTES:. SEE GENERAL NOTES ON SHEET G-02. KEYED NOTES: # BASE BID:. DEMO EXISTING AND INSTALL NEW CHAIN LINK FABRIC AND TOP POST. CLEAR BRUSH & TREES WITHIN 3' OF EACH SIDE OF FENCING. SEE TYP. DETAIL THIS SHEET. 2. DEMO EXISTING AND INSTALL NEW GALV. FENCE POST. (QTY. 2) MATCH EXISTING. SEE TYP. DETAIL THIS SHEET. 3. INSTALL NEW 4' WIDE CHAIN LINK FENCE PEDESTRIAN GATE. INSTALL ASSOCIATED GATE POSTS AND HARDWARE INCLUDING HINGES AND LOCKABLE FORK LATCH. ALTERNATE BID NO. : 4. REMOVE EXISTING ASPHALT DRIVEWAY PAVEMENT AND REPLACE WITH NEW 6" THICK PCC DRIVEWAY PAVEMENT OVER 4" THICK COMPACTED AGGREGATE. 5. REMOVE EXIST. AND PROVIDE NEW 4" THICK PCC SIDEWALK. SEE TYP. DETAILS. B/0/405 A DN C UP B DN D UP 50 E. RANDLE STREET N. FRITZ STREET 3/4" Ø SMOOTH STEEL BAR 24" 24" O.C. 2" 2" TYP. EXPANSION JOINT TYPICAL CONCRETE DRIVE DETAILS -/4" EXPANSION JOINT AND FILLER. SPACING 20'-0" O.C. MAX. COMPACTED AGGREGATE 4" - MIN. 4" 6" COMPACTED EARTH BACKFILL OR EXISTING UNDISTURBED BASE. 6. OVERLAY EXIST. CONCRETE STOOP WITH NEW CONCRETE ±6" THICK TO MATCH ELEVATION OF EXISTING THRESHOLD. SEE TYP. STOOP OVERLAY DETAIL. 7. REMOVE EXISTING SHRUB/BUSH. GRUB ROOT SYSTEM TO 2-INCHES MINIMUM BELOW GRADE. BACKFILL, FINE GRADE, FERTILIZE, SEED, AND STRAW AREA DISTURBED BY WORK. 8. INSTALL NEW 6-INCH GALVANIZED CORRUGATED METAL PIPE CULVERT UNDER SIDEWALK. 9. REMOVE EXISTING TREE AND STUMP. GRUB ROOT SYSTEM TO 2-INCHES MINIMUM BELOW GRADE. BACKFILL, FINE GRADE, FERTILIZE, SEED AND STRAW AREA DISTURBED BY WORK. CHERRY STREET ±300' '-6" EXIST. OFFSET 2 3 C/02/409 A DN C UP B DN D UP C/3/403 A DN D UP B DN C UP SITE NO. 2 PLAN - AMP 5: LEBANON IL D2/05/404 ST. LOUIS STREET (U.S. ROUTE 50) ±83'-7" 404 D/06/406 (±88 SF) ±5' SITE NO. 3D PLAN - AMP 5: LEBANON IL30-4 ±' 5 8 (±293 SF) (±,667 SF) 406 D2/07/407 ±5' ±' ±98'-5" PLUM STREET EXTENSION 4 (±,928 SF) SITE NO. PLAN- AMP 5: LEBANON IL30-4 E. DEE STREET ±35' SITE NO. 3B PLAN - AMP 5: LEBANON IL30-4 6'-0" 4'-0" CLEAR BRUSH & TREES WITHIN 3' OF EACH SIDE OF FENCING 3'-6" 2" FINISHED GRADE 6" 6" '-0" (±24 SF) TYPICAL NO SCALE 5 (±42 SF) 6 NEW TOP RAIL TO MATCH EXISTING NEW CHAIN LINK FABRIC TO BE INSTALLED ON THE SCCHA SIDE OF THE PROPERTY LINE OR INTERMEDIATE POST CONC. POST FOOTING 4 (±595SF) /2" TYPICAL EXPANSION JOINT EXISTING CONCRETE DOWEL AND GROUT WITH /2" dia x 8" LONG 8" O.C. BOND BREAKER TAPE AT EXPANSION JOINT SEALANT CORE EXISTING CONCRETE 2 " PREFORMED EXPANSION JOINT EXISTING NEW EXPANSION JOINT /2" EXPANSION JOINT W/ SEALANT SLOPE :20 (5%) MAX. 4" THICK CONC WALK W/ 6x6 W.4xW.4 WWF REINFORCEMENT 4" COMPACTED AGGREGATE BACKFILL 2 " PREFORMED EXPANSION JOINT W/ 20' O.C. MAX. 3/8" dia. (#3) x 8" LONG SLIP DOWEL AT 8" O.C. 4" THICK CONC WALK W/ 6x6 W.4xW.4 WWF REINFORCEMENT 4" COMPACTED AGGREGATE BACKFILL TYPICAL SIDEWALK DETAILS 5' O.C. MAX. 5' O.C. MAX. EXIST. STOOP (FIELD VERIFY) ±4"-6" /2" dia x 8" LONG 8" O.C. /2" EXPANSION JOINT W/ SEALANT CONCRETE STOOP OVERLAY DETAIL CONTROL JOINT (MATCH THRESHOLD ELEV.) 4 " x 4" DEEP CONTROL JOINT ±4" THICK CONC. OVERLAY W/ 6x6 W.4xW.4 WWF REINFORCEMENT /2" EXPANSION JOINT W/ SEALANT EXIST. THRESHOLD DOWEL AND GROUT WITH /2" dia x 8" LONG 8" O.C. EXIST. CONC. STOOP EXIST. CONC. FOUNDATION : 05/8/208 SITE PLANS & DETAILS C-0

4 GENERAL NOTES: BLDG TYPES A, B AND C # KEY NOTES: BLDG TYPES A, B AND C # : 05/8/208 BLDG TYPE A & B ELEVATIONS AND ROOF PLANS A-0

5 A-02 GENERAL NOTES: BLDG TYPES A, B AND C # # KEY NOTES: BLDG TYPES A, B AND C A-02 : 05/8/208 BLDG TYPE C ELEVATIONS AND ROOF PLAN A-02 A-02

6 GENERAL NOTES: BLDG TYPES D AND D2 KEY NOTES: BLDG TYPES D AND D2 : 05/8/208 BLDG TYPE D & D2 ELEVATIONS AND ROOF PLANS A-03

7 : 05/8/208 DETAILS A-50

CITY OF DANA POINT DEVELOPMENT REVIEW

CITY 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 information

SECTION CHAIN LINK FENCING AND GATES AND SOFTBALL BACKSTOP

SECTION 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 information

City of Regina Standard Construction Specification SECTION 2999 LISTING OF ROADWAY STANDARD DRAWINGS

City of Regina Standard Construction Specification SECTION 2999 LISTING OF ROADWAY STANDARD DRAWINGS City of Regina Standard Construction Specification SECTION 2999 LISTING OF ROADWAY STANDARD DRAWINGS R-1 Alternate Pavement Structures July/10 R-2 Typical Cross Sections for Asphaltic Concrete Pavements

More information

LONCY LEAKE BASEBALL FIELD RENOVATION MESQUITE, TX PROJECT NO ISSUED FOR PROPOSALS

LONCY LEAKE BASEBALL FIELD RENOVATION MESQUITE, TX PROJECT NO ISSUED FOR PROPOSALS MESQUITE, T PROJECT NO. 54-18 NOVEMBER 13, 2018 CLIENT PRIME CONSULTANT GENERAL NOTES INDE of SHEETS CITY OF MESQUITE 1. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL BE FAMILIAR WITH THE PLANS INCLUDING

More information

DESIGN 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 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 information

11/06/2014 Pay Items - 1

11/06/2014 Pay Items - 1 Pay Item Description Pay Unit 90701 Mobilization.... LS 91101 Excavation.... L.F. 91102 Excavation.... mi 91103 Excavation.... LS 91104 Borrow..... C.Y. 91105 Borrow..... LS 91106 Existing Trail Restoration...

More information

STANDARD BID ITEM NUMBERS

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 information

INVITATION FOR BID (IFB) IFB NO. GSWA

INVITATION FOR BID (IFB) IFB NO. GSWA INVITATION FOR BID (IFB) IFB NO. GSWA-005-16 AGAT AND MALOJLOJ RESIDENTIAL TRANSFER STATION IMPROVEME AND DEDEDO RESIDENTIAL TRANSFER STATION CLOSURE ADDENDUM NO. 6 September 22, 2016 ALL BIDDERS MUST

More information

APPENDIX FENCE GENERAL NOTES

APPENDIX 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 information

W 869 SN 303 S. Paterson Street, Ste. 1 Madison, WI ph Structural Engineering: /Users/paulcuta/Desktop/1603 Finals/1603

W 869 SN 303 S. Paterson Street, Ste. 1 Madison, WI ph Structural Engineering: /Users/paulcuta/Desktop/1603 Finals/1603 869 86 863 W 869 SN 303 S. Paterson Street, Ste. 1 Madison, WI 53703 ph 608-709-1250 Structural Engineering: /Users/paulcuta/Desktop/1603 Finals/1603 Re Submit/15002_Titleblock.dwg 868 SN LEGEND W 867

More information

1. MATERIALS SHALL CONFORM TO THE FOLLOWING: a) STEEL REINFORCING - WIRE FABRIC (4x4) GALVANIZED - G G REINFORCING EARS TO BE EPOXY CO

1. MATERIALS SHALL CONFORM TO THE FOLLOWING: a) STEEL REINFORCING - WIRE FABRIC (4x4) GALVANIZED - G G REINFORCING EARS TO BE EPOXY CO 1. MATERIALS SHALL CONFORM TO THE FOLLOWING: a) STEEL REINFORCING - WIRE FABRIC (4x4) GALVANIZED - G40.20-041G40.21-04 REINFORCING EARS TO BE EPOXY COATED - D3963/D3963M CEMENT - PORTLAND GU b) FINE AGGREGATE

More information

Manhole or Catch Basin Type A & B Cone Sections Precast - Design F Manhole or Catch Basin Cover (Reducer Cone Section Precast) Design D

Manhole 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 information

MH Table of Contents Standard Title/Scope Page Table of Contents SCE Public

MH Table of Contents Standard Title/Scope Page Table of Contents SCE Public MH Table of Contents Standard Title/Scope MH 300 MH 310 MH 318 MH 320 MH 325 MH 330 MH 335 MH 340 MH 350 Manholes Requirements MH 300.1 Manholes Requirements...........................................

More information

VILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD.

VILLAGE 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 information

CITY OF LAREDO 3MG SAN ISIDRO SUBDIVISION ELEVATED STORAGE TANK

CITY OF LAREDO 3MG SAN ISIDRO SUBDIVISION ELEVATED STORAGE TANK PROJECT LOCATION FOR 3MG ELEVATED STORAGE TANK AT SAN ISIDRO SUBDIVISION CITY OF LAREDO 3MG SAN ISIDRO SUBDIVISION ELEVATED STORAGE TANK engineers architects surveyors below. Knowwhat's Call beforeyoudig.

More information

Item 550 Chain Link Fence

Item 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 information

24 X32 3 CAR GARAGE POLE BARN STYLE FRAME

24 X32 3 CAR GARAGE POLE BARN STYLE FRAME 24 X32 3 CAR GARAGE POLE BARN STYLE FRAME 3 ENTRY DOOR 2 WINDOWS, 1 @ EA. END 1-16 X8 GARAGE DOOR 1-9 X8 GARAGE DOOR 4 CONCRETE SLAB 10 WALLS 4/12 PITCH METAL ROOF METAL SIDING INDEX PAGE DESCRIPTION 1

More information

TYPE 4-C TYPE 6 TYPE 7 TYPE 8

TYPE 4-C TYPE 6 TYPE 7 TYPE 8 ````` Face of ase rad. 42 TYPE rad. " T T T 22.5 2'- unless otherwise shown on plans 5" 5" 5" Slope 2: TYPE 2 rad. Concrete TYPE 2-A rad. Wearing Course Concrete ase Course TYPE 2-0" rad. TYPE 3 As Shown

More information

CITY 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 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 information

This addendum forms a part of the Contract Documents dated: August 10, 2012.

This 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 information

Manholes Table of Contents

Manholes Table of Contents Standard MH 300 Title Manholes Requirements MH 300.1 Manholes Requirements Manholes Table of Contents Underground Structures Standards MH 310 MH 318 MH 320 MH 325 MH 330 MH 335 MH 340 MH 350 Precast Tub-Type

More information

BID SET C1.1 8 LEGEND UTILITY NOTES GENERAL NOTES CONCRETE & PAVEMENT NOTES DEMOLITION NOTES GENERAL NOTES UTILITY OWNERSHIP

BID SET C1.1 8 LEGEND UTILITY NOTES GENERAL NOTES CONCRETE & PAVEMENT NOTES DEMOLITION NOTES GENERAL NOTES UTILITY OWNERSHIP GENERAL NOTES UTILITY NOTES DEMOLITION NOTES UTILITY OWNERSHIP LEGEND CONCRETE & PAVEMENT NOTES 1 1 Exp. 1-31-01 0-1-01 C1.1 GENERAL NOTES F ST. FROM ROCK BLVD TO 1TH ST. 1TH ST. FROM PRATER TO F ST. 110

More information

Project: # Solano Community College District

Project: # Solano Community College District ADDENDUM #02 Project: #16 007 Solano Community College District Horticulture Site Improvements Date: April 26, 2016 The following clarifications are provided based on questions received or changes in District

More information

PART 4 STANDARD DRAWINGS FOR CONSTRUCTION

PART 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 information

10x12 FOUNDATION GUIDE 10x12 TRICO AND FLORA SHEDS

10x12 FOUNDATION GUIDE 10x12 TRICO AND FLORA SHEDS 10x12 FOUNDATION GUIDE 10x12 TRICO AND FLORA SHEDS 10x12 WOOD SKID FLOOR FLOOR SYSTEM FOR 10x12 TRICO AND FLORA SHEDS RAW MATERIALS LIST: 2 (9) FLOOR FRAMING AND SHEATHING: 1) BAND BOARD 2 x 6 x 12 PRESSURE

More information

DETAIL CROFT FARM OUTBUILDING RESTORATION TOWNSHIP OF CHERRY HILL, NEW JERSEY

DETAIL CROFT FARM OUTBUILDING RESTORATION TOWNSHIP OF CHERRY HILL, NEW JERSEY 2x DIMENSIONAL LUMBER SISTER/SCAB REINFORCEMENT MEMBER 060523 3/8" A304 BOLT @ 8" O.C., STAGGERED EXISTING FRAMING MEMBER SECTION PROVIDE MIN EDGE DISTANCES AS SHOWN, TYP. ELEVATION REFER TO IFICATION

More information

Plate 8132A - Preformed Rigid PVC Conduit Loop Detector, is a new plate requested by OTST.

Plate 8132A - Preformed Rigid PVC Conduit Loop Detector, is a new plate requested by OTST. DISTRIBUTION: 7 MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Design Services Section TRANSMITTAL LETTER NO. (0-0) MANUAL: Standard Plates DATED: January 9, 00 SUBJECT:

More information

RAIL PANEL AT TRANSITION SECTION PLAN - POST DETAIL PLAN - TUBE SPLICE. Colorado Department of Transportation. Staff Bridge Branch

RAIL PANEL AT TRANSITION SECTION PLAN - POST DETAIL PLAN - TUBE SPLICE. Colorado Department of Transportation. Staff Bridge Branch Limits of pay length for Bridge RailType 10M (For post spacing, see Dwg. No. B ) B60610 (Use with B60610A) 8 min. 1 max. 8 min. 1 max. 10 0 Max. 10 0 Max. post spacing 10 0 Max. 2 5 Post 1 x 1 slotted

More information

WAL-MART SUPERCENTER # ; Milwaukie, OR: SPECIFICATIONS. Revisions to Specification Fence

WAL-MART SUPERCENTER # ; Milwaukie, OR: SPECIFICATIONS. Revisions to Specification Fence MILWAUKIE OR #3144-00 ADDENDUM #5 NARRATIVE: 11-08-12 WAL-MART SUPERCENTER #3144-00; Milwaukie, OR: SPECIFICATIONS SPECIFICATIONS Revisions to Specification 02822 Fence Spec division 02822 has been revised

More information

2. Remove from the Standard Plate manual: Standard Plate Index, Sheets 1-4 of 4, Numerical Index of Standard Plates (August 31, 2012)

2. 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 information

Tooker Family Residence

Tooker Family Residence 110 25 90 E B M U D (N) POP-UP DRAIN + DRAIN ROCK BASIN DISCHARGE OF SURFACE DRAINS AND DOWNSPOUTS - SHEET FLOW ACROSS LANDSCAPE NOTE: SEE SHEET S2.0.1 FOR FOUNDATION + RAIN WATER DRAINAGE DESIGN 143.57'

More information

2' x 3' Polymer Pull Box Cover 4'-0" 7'-0" 24" x 76" Access Opening 3'-6"

2' x 3' Polymer Pull Box Cover 4'-0 7'-0 24 x 76 Access Opening 3'-6 Scope.1 Precast Concrete Equipment Slab Box 8' x 10' x Pad with 4' x 7' x 3'- Box for 5-Way RAM Gas Switch, 2-Way, 3-Way, and 4-Way Pad-Mounted RAG Gas Switches, VFI 9, VFI 12, Bypass Switch, and 33 kv

More information

AMENDMENTS Manual of STANDARD SPECIFICATIONS. Adopted by Standard Specifications Committee. Amendment. No. 6. Published by

AMENDMENTS Manual of STANDARD SPECIFICATIONS. Adopted by Standard Specifications Committee. Amendment. No. 6. Published by AMENDMENTS to 2012 Manual of STANDARD SPECIFICATIONS Adopted by Standard Specifications Committee Amendment No. 6 Published by Utah LTAP Center Utah State University 8305 Old Main Hill Logan UT 84322-8205

More information

INSTRUCTIONS: 1. Record the transmittal letter number, date, and subject on the transmittal record sheet located in the front of the manual.

INSTRUCTIONS: 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 information

GENERAL ELEVATION SECTION A-A

GENERAL 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 information

SUBJECT: Standard Plates 4132, 4155, Drainage Structures and Castings Info

SUBJECT: 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 information

Miscellaneous. Demolition

Miscellaneous. 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 information

STORM 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

STORM M ANHOLE FOR 42 PIPE AND SM ALLER JOB NO. SHEET NO. DATE MARCH 2015 OF MIN OF 3 CRSES MAX OF 5 CRSES 30MAX 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 information

Section 808. FENCING

Section 808. FENCING 808.01 Section 808. FENCING 808.01. Description. This work consists of providing and erecting, or moving existing, woven wire fence, temporary fence, protective fence, chain link fence, high-tensile wire

More information

Standard Specifications

Standard 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 information

ALUMINUM PIPE GUIDERAIL 01/01/

ALUMINUM PIPE GUIDERAIL 01/01/ NOTES PIPE RAILING & POSTS: Structural Tube, Pipe and Bar shall be in accordance with ASTM B22 or ASTM B429, Alloy 606-T6. End Rail 90 bends and corner bends with maximum 4-0" post spacing, may be Alloy

More information

4.1. Foremen 4.2. Concrete plant manager 4.3. Concrete plant operator 4.4. Personnel performing saw cutting and joint sealing

4.1. Foremen 4.2. Concrete plant manager 4.3. Concrete plant operator 4.4. Personnel performing saw cutting and joint sealing 10-1. JOINTED PLAIN CONCRETE PAVEMENT GENERAL Summary This work includes constructing jointed plain concrete pavement. Comply with Section 40, "Concrete Pavement," of the Standard Specifications. Submittals

More information

EMMEGI ARCHITECTURAL FENCING MASTER SPECIFICATION SECTION METAL FENCING, GATES & RAILING SYSTEM PART 1 GENERAL

EMMEGI ARCHITECTURAL FENCING MASTER SPECIFICATION SECTION METAL FENCING, GATES & RAILING SYSTEM PART 1 GENERAL EMMEGI ARCHITECTURAL FENCING MASTER SPECIFICATION SECTION 05720 METAL FENCING, GATES & RAILING SYSTEM PART 1 GENERAL EMMEGI ARCHITECTURAL FENCING is a high quality steel fencing system comprised of a hybrid

More information

Section 914. JOINT AND WATERPROOFING MATERIALS

Section 914. JOINT AND WATERPROOFING MATERIALS 914.01 Section 914. JOINT AND WATERPROOFING MATERIALS 914.01. General Requirements. Joint and waterproofing material for use in concrete construction must meet the requirements of this section. 914.02.

More information

24' - 0" 99' - 0" B15 B16 B17 B18 B19 SLOPE SLOPE BIKE STOR. / SERVICE 2 ACCESSIBLE COMMUNITY ACCESIBLE BIKE BIKE STORAGE ROOM STORAGE

24' - 0 99' - 0 B15 B16 B17 B18 B19 SLOPE SLOPE BIKE STOR. / SERVICE 2 ACCESSIBLE COMMUNITY ACCESIBLE BIKE BIKE STORAGE ROOM STORAGE 5' ' 6 /4" RETAINING WALL ALONG BOUNDARY ILLUMINATED SIGNAGE TBD MOUNTED TO TOP AND/OR FACE OF RETAININGS WALL PROPERTIES FENCE TO REMAIN SIDEWALK ENTRY TIE NEW SIDE WALK INTO EXISTING SIDEWALKS AS CURRENTLY

More information

5/16" 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.

5/16 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 information

Standard Plate 7036 is discontinued. It is replaced by Standard Plan Pedestrian Curb Ramp Details.

Standard 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 information

CHAIN LINK FENCING DOCUMENT NUMBER: APPLICATION: ELEMENTARY, MIDDLE AND HIGH SCHOOL

CHAIN LINK FENCING DOCUMENT NUMBER: APPLICATION: ELEMENTARY, MIDDLE AND HIGH SCHOOL CHAIN LINK FENCING DOCUMENT NUMBER: 02800 APPLICATION: ELEMENTARY, MIDDLE AND HIGH SCHOOL DATE OF ISSUE: 06-02-98 - miscellaneous revisions 08-06-97 - miscellaneous clarifications 06-02-97 - miscellaneous

More information

EXISTING TREE TO REMAIN (REFER TO LANDSCAPE PLAN) 500 TANCA STREET, SUITE #209 SAN JUAN, PUERTO RICO 00901 TEL 7877244144 FAX 7877244144 19'7" MAX SIDE POOL SETBACK 1000' MAX POOL SETBACK 1000'/ PROPOSED

More information

EXCAVATION AND BACKFILL

EXCAVATION AND BACKFILL Standard Specification 2565.3, 2451, and 1805 A basic understanding of specifications is needed to properly replace the disturbed soil and restore the condition of the excavated area. The size of the disturbed

More information

B. Installation Instructions. Provide installation instructions, including any special equipment, to address the following.

B. Installation Instructions. Provide installation instructions, including any special equipment, to address the following. SAMPLING AND TESTING. The Sampling and Testing requirements contained in -03 shall apply. MARKING. The Marking requirements contained in -03 shall apply. FINAL PRODUCTION INSPECTION. The Final Production

More information

HAYES VALLEY PLAYGROUND AND CLUBHOUSE PROJECT NO.: SAN FRANCISCO PARKS AND RECREATIONS SAN FRANCISCO, CA

HAYES VALLEY PLAYGROUND AND CLUBHOUSE PROJECT NO.: SAN FRANCISCO PARKS AND RECREATIONS SAN FRANCISCO, CA HAYES VALLEY PLAYGROUND AND CLUBHOUSE PROJECT NO.: 08012.00 SAN FRANCISCO PARKS AND RECREATIONS SAN FRANCISCO, CA ADDENDUM NUMBER 1 to the BID SET August 10, 2009 General This Addendum will become part

More information

1.1 RELATED DOCUMENTS

1.1 RELATED DOCUMENTS SECTION 050505 -BEVEL RAIL ENDS PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 Specification Sections

More information

SUBJECT: Standard Plate Turf Establishment Areas (at Pipe Culvert Ends)

SUBJECT: 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 information

Testing. Material testing will be according to applicable AASHTO, ASTM or Department methods as specified.

Testing. 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 information

SECTION III STANDARD DRAWINGS ROYSE CITY GENERAL CONSTRUCTION NOTES & DETAILS

SECTION 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 information

F-5-1a. Concrete Bollards (Detail 1 of 2) WEIGHT: 166kg. WEIGHT: 227kg. WEIGHT: 113kg. WEIGHT: 212kg

F-5-1a. Concrete Bollards (Detail 1 of 2) WEIGHT: 166kg. WEIGHT: 227kg. WEIGHT: 113kg. WEIGHT: 212kg Contents F-5-1a Concrete Bollards F-5-1b Concrete Bollards F-5-2 Concrete Bollards with City Logo F-5-3 Cast Iron Bollards F-5-4 Decorative Steel Bollard F-5-5 Swivel P Gate Steel Bollard F-5-6 Steel Bollard

More information

STEEL PIPE GUIDERAIL 01/01/

STEEL PIPE GUIDERAIL 01/01/ NOTES PIPE RAILING & POSTS: Pipe Rails and s shall be in accordance with ASTM A5 Grade B for standard weight pipe and ASTM A500 Grade B, C or D or ASTM A50 for structural tube. Bars for handrail supports

More information

SECTION PRECAST CONCRETE SECTIONAL MANHOLES

SECTION 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 information

STRUCTURES FOR SANITARY AND STORM SEWERS

STRUCTURES 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 information

Immediately following the Committee of the Whole meeting Mukwonago Municipal Building/Board Room, 440 River Crest Court

Immediately following the Committee of the Whole meeting Mukwonago Municipal Building/Board Room, 440 River Crest Court Dated 06-29-17 SPECIAL VILLAGE BOARD MEETING Notice of Meeting and Agenda Wednesday, July 5, 2017 Time: Place: Immediately following the Committee of the Whole meeting Mukwonago Municipal Building/Board

More information

BRIDGE RAILING, 4 TUBE B-26-F POST DETAILS MICHIGAN DEPARTMENT OF TRANSPORTATION

BRIDGE RAILING, 4 TUBE B-26-F POST DETAILS MICHIGAN DEPARTMENT OF TRANSPORTATION \ ƒ" x 1 " SLOTTED HOLE IN POST AND \ ƒ"! HOLE IN RAIL \ "! x 6" SLOTTED ROUND HEAD BOLTS, WITH 1 PLATE WASHER, 1 LOCK WASHER AND HEX. NUT \ ƒ" x 1 " SLOTTED HOLE IN POST AND \ ƒ"! HOLE IN RAIL \ "! x

More information

LETTING : CALL : 029 COUNTIES : GOODHUE

LETTING : CALL : 029 COUNTIES : GOODHUE PAGE : -1 NUMBER OF DAYS: 80 BRIDGE COUNT : 2 CONTRACT DESCRIPTION : GRADING, SURFACING, LIGHTING AND BRIDGE NO. 25024. CONTRACT LOCATION: LOCATED ON T.H. 61 FROM 30' NORTH OF NORTH LAKESHORE DRIVE TO

More information

I. MINUTES OF THE PRE-BID CONFERENCE

I. MINUTES OF THE PRE-BID CONFERENCE Addendum No. 1 June 8, 018 Allegany College of Maryland Softball Field Murphy & Dittenhafer Project No. 17118 1401 Willowbrook Road, Cumberland, MD 150 Abbreviations: ACM: Allegany College of Maryland,

More information

Municipality of Anchorage Public Works Department Project Management and Engineering Division BID TABS

Municipality of Anchorage Public Works Department Project Management and Engineering Division BID TABS Municipality of Anchorage Public Works Department Project Management and Engineering Division BID TABS 2016 20.02 M 20.03 M 20.03 SP 20.04 M 20.04 M 20.04 M 20.06 M 20.06 M 20.07 M 20.07 M 20.08 M 20.08

More information

SECTION STEEL LIGHTING STANDARDS. 1. Electrical conduit and fittings; Section

SECTION 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 information

Jointed Precast Concrete Pavement

Jointed Precast Concrete Pavement NATIONAL PRECAST CONCRETE ASSOCIATION Manual for Jointed Precast Concrete Pavement 3rd Edition Authors Peter Smith, P.E. Mark B. Snyder, Ph.D., P.E. Graphic Designer Deborah Templeton NPCA Precast Concrete

More information

Valley Road Main Replacement

Valley Road Main Replacement Bonding Provided Construction Co., Construction, Construction, 5% 5% 5% 5% 5% 5% 5% acknowledged 2 - Bidder Acknowledges Receipt of Addendums there was only 1 Affadivit of Preferential Bidders Status not

More information

StormTrap Guide Specification. StormTrap 2 SingleTrap on Aggregate Foundation Groundwater BELOW Invert Revised 11/30/17

StormTrap Guide Specification. StormTrap 2 SingleTrap on Aggregate Foundation Groundwater BELOW Invert Revised 11/30/17 StormTrap Guide Specification StormTrap 2 SingleTrap on Aggregate Foundation Groundwater BELOW Invert Revised 11/30/17 This product guide specification is written according to the Construction Specifications

More information

Ranch Rail Vinyl Fence

Ranch Rail Vinyl Fence Ranch Rail Vinyl Fence INSTALLATION INSTRUCTIONS These instructions are to be used as general guidelines for the installation of your vinyl fence under normal installation conditions. Local conditions

More information

MAY J. Collins Engineering Associates, LLC San Jose Blvd. Jacksonville, Florida 32223

MAY J. Collins Engineering Associates, LLC San Jose Blvd. Jacksonville, Florida 32223 PROJECT LOCATION: 95 NOCATEE PARKWAY PONTE VEDRA, FL. 38 J. Collins Engineering Associates, LLC 56-3 San Jose Blvd. Jacksonville, Florida 32223 NOT TO SCALE 904-262-42 sm sm ON DRAWING WHERE SECTION OR

More information

8' PUE 8' PUE VARIABLE 5' STORM SEWER (SOUTH AND EAST) 1. UTILITIES SHALL BE LOCATED AS SHOWN UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.

8' PUE 8' PUE VARIABLE 5' STORM SEWER (SOUTH AND EAST) 1. UTILITIES SHALL BE LOCATED AS SHOWN UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. R/W R/W 8' PUE 8' PUE VARIABLE VARIABLE C L 3.5' 2.5' MIN COVER 3' MIN COVER STANDARD CURB & GUTTER PWR, GAS, TEL, TV SEE NOTE 6 STORM SEWER (ALTERNATE LOCATION) SANITARY SEWER (NORTH AND WEST) 5' 5' STORM

More information

Residential & Industrial Fence

Residential & Industrial Fence Residential & Industrial Fence Assembly Instructions CONTENTS 02: OVERVIEW & CONTENTS 03: PRODUCT SPECIFICATIONS 04: GETTING STARTED 05: WALL ATTACHMENT & LINE POST ASSEMBLY 06: CORNER POST ASSEMBLY 07:

More information

Post & Rail. Includes: Crossbuck, 2-Rail, 3-Rail and 4-Rail POST SUPPORT OPTIONS

Post & Rail. Includes: Crossbuck, 2-Rail, 3-Rail and 4-Rail POST SUPPORT OPTIONS Post & Rail Includes: Crossbuck, 2-Rail, 3-Rail and 4-Rail STAGGER RAIL ENDS FOR GREATER STRENGTH ALLOW 1-1/2" GAP ON HINGE SIDE OF GATE AND 1-1/4" ON LATCH SIDE OF GATE HARDWARE DIG HOLES 30" MINIMUM

More information

Typical Drawings for Schools

Typical Drawings for Schools 0.85 1.7 0.85 3 3 0.6 3 3 0.85 1.7 0.85 0.3 4 4 1 1 2 2 0.425 0.425 0.425 0.425 1.2 2.4 1.2 0.6 0.6 4 4 1 1 3 3 0.4 0.6 0.3 0.3 3 3 4 4 0.4 4 4 1 1 2 2 Detail of (W 1.2 x 0.4 m) Detail of (W0.6 x 0.4 m)

More information

MSD STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY

MSD 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 information

METRO CENTER DRAWING LIST DWG. NO TITLE G-000 A-102 GROUND FLOOR FLOOR PLAN A-108 FLOOR 16 FLOOR PLAN A-106 TYPICAL FLOOR "B" FLOOR PLAN

METRO CENTER DRAWING LIST DWG. NO TITLE G-000 A-102 GROUND FLOOR FLOOR PLAN A-108 FLOOR 16 FLOOR PLAN A-106 TYPICAL FLOOR B FLOOR PLAN METRO CENTER DRAWING LIST DWG. NO TITLE PROJECT LOCATION LATITUDE: 0.767 LONGITUDE: -7.977760 G-000 COVER PAGE A-00 SUB-CELLAR FLOOR PLAN A- CELLAR FLOOR PLAN A-0 GROUND FLOOR FLOOR PLAN A-0 FLOOR FLOOR

More information

SECTION CHAIN LINK FENCING

SECTION CHAIN LINK FENCING SECTION 32 31 13 CHAIN LINK FENCING PART 1 - GENERAL 1.01 SECTION INCLUDES A. The Work specified in this Section consists of furnishing and installing permanent chain link fences and gates in accordance

More information

Pipe Product Catalog Table of Contents

Pipe 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 information

Riverside County Flood Control & Water Conservation District

Riverside County Flood Control & Water Conservation District 10/11/2018 Page 1 of 10 ENGINEER'S ESTIMATE MAMCO, INC. dba ALABBASI G.J. GENTRY GENERAL ENGINEERING, INC. 1 MOBILIZATION L.S. 1 $100,000.00 $100,000.00 $48,000.00 $48,000.00 $88,580.77 $88,580.77 2 WATER

More information

A1.1 FOX GARAGE VAN VAN VAN VAN 11/16/ WASHINGTON BLVD ST. LOUIS, MO REVISIONS FLOOR PLAN - LEVEL /01/14

A1.1 FOX GARAGE VAN VAN VAN VAN 11/16/ WASHINGTON BLVD ST. LOUIS, MO REVISIONS FLOOR PLAN - LEVEL /01/14 BUILDING FLOOR PLAN TES: 1. ALL DIMENSIONS ARE TO FACE OF CONCRETE OR CENTERLINE OF COLUMN (U). 2. SEE ENLARGED STAIR PLANS (A2.1-A2.3) FOR DETAILED INFORMATION T SHOWN. 3. SEE FINISH ELEVATIONS (A3.1-A3.2)

More information

CONSTRUCTION CERTIFICATION PACKAGE

CONSTRUCTION CERTIFICATION PACKAGE Purpose: The intent of this Construction Certification Package is to ensure that acceptable documentation is maintained during the construction of stormwater management practices (SMPs). For general information

More information

City of Regina Standard Construction Specification SECTION 2660 CHAIN LINK FENCE

City 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 information

CITY OF SAN MARCOS ENGINEERING DIVISION

CITY OF SAN MARCOS ENGINEERING DIVISION AN APPLICANT S GUIDE TO PROCEDURES FOR: CITY OF SAN MARCOS ENGINEERING DIVISION ENGINEER S COST ESTIMATE USING UNIT PRICES FOR BOND PURPOSES-REVISED NOVEMBER 9, 2006 (Calculations are already set-up in

More information

SECTION 39 - MANHOLES TABLE OF CONTENTS

SECTION 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 information

Session 8: Load Transfer Restoration. (Dowel Bar Retrofit, Cross-Stitching, and Slot Stitching)

Session 8: Load Transfer Restoration. (Dowel Bar Retrofit, Cross-Stitching, and Slot Stitching) Session 8: Load Transfer Restoration (Dowel Bar Retrofit, Cross-Stitching, and Slot Stitching) Learning Outcomes 1. List benefits and applications of dowel bar retrofit (DBR), cross stitching, and slot

More information

FRAMELESS GLASS FENCING DIY GUIDE

FRAMELESS GLASS FENCING DIY GUIDE FRAMELESS GLASS FENCING SITE MEASURE 1. Planning is the first step of any successful project. 2. We have a large range of sizes to allow for varying site requirements. 3. Simply decide where you would

More information

Digitally Signed 06/02/2015

Digitally Signed 06/02/2015 Digitally Signed 06/0/05 Digitally Signed 06/0/05 Digitally Signed 06/0/05 FED. ROAD DIST. NO. STATE FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 6--5 6 ARK. JOB NO. 08057 6 8 075 QUANTITIES 5706 SUMMARY

More information

IGGA Guide Specification: Dowel Bar Retrofit (DBR) Introduction

IGGA Guide Specification: Dowel Bar Retrofit (DBR) Introduction IGGA Guide Specification: Dowel Bar Retrofit (DBR) Introduction This standard developed by the International Grooving and Grinding Association (IGGA) specifies the procedures for construction of dowel

More information

Elite. PLANNING GUIDE builder & architect edition. AmeriGlide Accessibility Solutions RESIDENTIAL ELEVATOR. ASME A17.1, Part V, Section 5.

Elite. PLANNING GUIDE builder & architect edition. AmeriGlide Accessibility Solutions RESIDENTIAL ELEVATOR. ASME A17.1, Part V, Section 5. Elite RESIDENTIAL ELEVATOR builder & architect edition ASME A17.1, Part V, Section 5.3 June 18, 2018 All information found in s Elite Elevator Planning Guide reflects information at the time of printing.

More information

The Wandle Valley Big Green Fund Project Emerging Materials Palette. 27 July 2014

The Wandle Valley Big Green Fund Project Emerging Materials Palette. 27 July 2014 The Wandle Valley Big Green Fund Emerging Materials Palette 27 July 2014 Materials Images Picture 1: Shared use path - Tar sray and chip. Picture 2: Indigo Blue RAL 5003 Picture 3: Sawn grey granite setts

More information

To: New York State Department of Transportation ENGINEERING INSTRUCTION. Approved:

To: New York State Department of Transportation ENGINEERING INSTRUCTION. Approved: To: New York State Department of Transportation ENGINEERING INSTRUCTION Title: PRECAST CONCRETE PAVEMENT SLAB SYSTEMS STANDARD SPECIFICATION Distribution: Manufacturers (18) Local Govt. (31) Agencies (32)

More information

StormTrap Guide Specification. StormTrap SingleTrap on Pad Foundation Groundwater BELOW Invert Revised 11/21/18

StormTrap Guide Specification. StormTrap SingleTrap on Pad Foundation Groundwater BELOW Invert Revised 11/21/18 StormTrap Guide Specification StormTrap SingleTrap on Pad Foundation Groundwater BELOW Invert Revised 11/21/18 This product guide specification is written according to the Construction Specifications Institute

More information

CertainTeed INSTALLATION GUIDE SIMTEK FENCE PRODUCTS. Fence Installation Guide 3', 4' & 6' High

CertainTeed INSTALLATION GUIDE SIMTEK FENCE PRODUCTS. Fence Installation Guide 3', 4' & 6' High CertainTeed INSTALLATION GUIDE SIMTEK FENCE PRODUCTS Fence Installation Guide 3', 4' & 6' High INSTALLATION GUIDE These instructions are designed to assist both professional installers and do-it-yourselfers

More information

SUBJECT: Standard Plate 9102 Turf Establishment Areas At Pipe Culvert Ends

SUBJECT: 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 information

PROGRAMMING SCHEMATIC DESIGN DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS. room) Scalable bubble diagrams schedules describing programmatic

PROGRAMMING SCHEMATIC DESIGN DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS. room) Scalable bubble diagrams schedules describing programmatic GENERAL SITE PROGRAMMING SCHEMATIC DESIGN DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS Scope of work narrative Building code review Description of construction Documentation on drawings as List of applicable

More information

ROWAN UNIVERSITY 201 MULLICA HILL ROAD GLASSBORO, NEW JERSEY 08028

ROWAN UNIVERSITY 201 MULLICA HILL ROAD GLASSBORO, NEW JERSEY 08028 THE CENTER FOR RESEARCH AND EDUCATION IN ADVANCED TRANSPORTATION ENGINEERING SYSTEMS (CREATEs) ISSUED FOR BID - CONTRACT - 02 201 MULLICA HILL ROAD GLASSBORO, NEW JERSEY 08028 ALL DIMENSIONS MUST BE VERIFIED

More information

U. M. ARMY Texas Conference. Wheel Chair Ramp Manual

U. M. ARMY Texas Conference. Wheel Chair Ramp Manual U. M. ARMY Texas Conference Wheel Chair Ramp Manual June 2014 U. M. ARMY Texas Conference Building & Repair Tips Wheelchair Ramps Complete a site survey to determine the design and layout of the ramp.

More information

I. GENERAL: The Bidding and Contract Documents for Riverside North Parking Lot are modified as described in this Addendum.

I. GENERAL: The Bidding and Contract Documents for Riverside North Parking Lot are modified as described in this Addendum. ADDENDUM 1 CITY OF MEDFORD RIVERSIDE NORTH PARKING LOT ITB 15-012BL JUNE 22, 2015 PAGE 1 I. GENERAL: The Bidding and Contract Documents for Riverside North Parking Lot are modified as described in this

More information

STANDARD CATCH BASIN GUTTER LINE CB INLET FRAME & GRATE, GROUTED TO GRADE RINGS AS REQ'D CONCRETE CURB FINISHED GRADE ASPHALT MAX 50 MIN

STANDARD 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 information