ISSUED: 1/16/15 REVISION: 1.0 REVISION: STANDARD DETAIL COMBINATION 6'' CURB & GUTTER CITY OF FALLS CHURCH VA PUBLIC WORKS

Size: px
Start display at page:

Download "ISSUED: 1/16/15 REVISION: 1.0 REVISION: STANDARD DETAIL COMBINATION 6'' CURB & GUTTER CITY OF FALLS CHURCH VA PUBLIC WORKS"

Transcription

1 ISSUED: 1/16/ COMBINATION 6'' CURB & GUTTER

2 ISSUED: 1/16/ SIDEWALK DETAIL

3 ISSUED: 7/7/ VALLEY GUTTER

4 ISSUED: 2/11/ BRICK PAVER SIDEWALK DETAIL 1''=1'

5 WIDTH VARIES SEE SHEET 2 MIN. 4' PEDESTRIAN ACCESS ROUTE WITH 2% CROSS SLOPE REQUIRED WHERE SIDEWALK CROSSES DRIVEWAY (SEE NOTE 5) 4) A SCORED JOINT 5' (TYP.) 4' MIN. SIDEWALK 2% MAX. 2'-6"(MIN.) UTILITY STRIP 45 A FLOW LINE WIDTH VARIES SIDEWALK EXPANSION JOINT PLAN VIEW 1" LIP FLOW LINE 8" CONTINUOUS CITY STANDARD CURB & GUTTER 201 4'-0"(TYP.) 2'-6"(MIN.) UTILITY STRIP SLOPE VARIES SECTION A-A 5'-0"(TYP.) 4'-0"(MIN.) SIDEWALK 2% SLOPE 6" AGGREGATE BASE 6" RESIDENTIAL 9" COMMERCIAL ISSUED: 6/20/ CONCRETE DRIVEWAY ENTRANCE

6 NOTES: 1. WHEN DRIVEWAY WIDTH EXCEEDS 16' A 3/4" MIN. DEPTH SCORED JOINT SHALL BE PLACED ON CENTERLINE OF DRIVEWAY ENTRANCE OR EVERY 10'. 2. CONCRETE DRIVEWAY ENTRANCE SHALL BE POURED MONOLITHICALLY. 3. PROVIDE 6" MINIMUM AGGREGATE BASE HAVING MINIMUM CBR-30 UNDER DRIVEWAY ENTRANCE. 4. OWNER SHALL DEDICATE ALL PERMANENT EASEMENTS NECESSARY TO PROVIDE ADA COMPLIANT DRIVEWAY ENTRANCE AND SIDEWALK IF EXISTING OR PROPOSED SIDEWALK INTERSECTS DRIVEWAY. RESIDENTIAL AND MULTIFAMILY DRIVEWAY WIDTHS MINIMUM MAXIMUM SINGLE FAMILY - ONE ENTRANCE N/A 16' SINGLE FAMILY - TWO ENTRANCES N/A 10' MULTI FAMILY/ COMMERCIAL (ONE WAY) MULTI FAMILY/ COMMERCIAL (TWO WAY) 14' 20' 20' 30' ISSUED: 6/20/ CONCRETE DRIVEWAY ENTRANCE

7 SEE DW-2.0 SHEET 2 MIN. 4' PEDESTRIAN ACCESS ROUTE WITH 2% CROSS SLOPE REQUIRED WHERE SIDEWALK CROSSES DRIVEWAY (SEE NOTE 4) B 5' (TYP.) 4' MIN. SIDEWALK UTILITY STRIP (WIDTH VARIES) A SCORED JOINT 5'TYP. 5'TYP. (2.5'MIN.) (2.5'MIN.) SLOPE SLOPE B VARIES (12:1 MAX.) VARIES (12:1 MAX.) 45 2% MAX. SIDEWALK EXPANSION JOINT (TYP.) FLOW LINE WIDTH VARIES A PLAN VIEW DEPRESS CURB AND PROVIDE POSITIVE DRAINAGE TO GUTTER 1" LIP FLOW LINE 4" MIN. 8" CONTINUOUS CITY STANDARD CURB & GUTTER 201 4'-0"(TYP.) 2'-6"(MIN.) UTILITY STRIP SLOPE VARIES SECTION A-A 5'-0"(TYP.) 4'-0"(MIN.) SIDEWALK 2% SLOPE 6" AGGREGATE BASE 6" RESIDENTIAL 9" COMMERCIAL 4" SLOPE VARIES (12:1 MAX.) 2"MAX. 6" RESIDENTIAL 9" COMMERCIAL SLOPE VARIES (12:1 MAX.) 3" AGGREGATE 5'TYP. (2.5'MIN.) 6" AGGREGATE WIDTH (W) VARIES 5'TYP. (2.5'MIN.) SECTION B-B ISSUED: 6/20/ DEPRESSED SIDEWALK DRIVEWAY ENTRANCE

8 NOTES: 1. WHEN DRIVEWAY WIDTH EXCEEDS 16' A 3/4" MIN. DEPTH SCORED JOINT SHALL BE PLACED ON CENTERLINE OF DRIVEWAY ENTRANCE OR EVERY 10'. 2. CONCRETE DRIVEWAY ENTRANCE SHALL BE POURED MONOLITHICALLY. 3. PROVIDE 6" MINIMUM AGGREGATE BASE HAVING MINIMUM CBR-30 UNDER DRIVEWAY ENTRANCE. 4. OWNER SHALL DEDICATE ALL PERMANENT EASEMENTS NECESSARY TO PROVIDE ADA COMPLIANT DRIVEWAY ENTRANCE AND SIDEWALK IF EXISTING OR PROPOSED SIDEWALK INTERSECTS DRIVEWAY. 5. OWNER/DEVELOPER SHALL SUBMIT HYDRAULIC CALCULATIONS TO VERIFY THAT 10 YR. STORM RUNOFF WILL BE RETAINED WITHIN THE GUTTER AND WILL NOT OVERTOP DEPRESSED DRIVEWAY/PEDESTRIAN ACCESS ROUTE. OVERLAND RELIEF AWAY FROM STRUCTURES SHALL BE DEMONSTRATED FOR STORMS IN EXCESS OF 10 YRS. 6. DETAIL 206 SHALL ONLY BE USED WHEN 205 WOULD INHIBIT VEHICULAR USE OF THE DRIVEWAY. ISSUED: 6/20/ DEPRESSED SIDEWALK DRIVEWAY ENTRANCE

9 MIN. 4' PEDESTRIAN ACCESS ROUTE WITH 2% CROSS SLOPE REQUIRED WHERE SIDEWALK CROSSES DRIVEWAY (SEE NOTE 4) A WIDTH VARIES SEE DW-2.0 SHEET 2 SCORED JOINT B 6' TYP. 5' MIN. SIDEWALK 1.5' 5'TYP. (2.5'MIN.) SLOPE VARIES 12:1 MAX. 5'TYP. (2.5'MIN.) SLOPE VARIES 12:1 MAX. B SIDEWALK EXPANSION JOINT (TYP.) FLOW LINE WIDTH VARIES A PLAN VIEW DEPRESS CURB TO MATCH SIDEWALK SLOPE AND PROVIDE POSITIVE DRAINAGE TO GUTTER FLOW LINE 4" MIN. 8" CONTINUOUS CITY STANDARD CURB & GUTTER 201 2' TYP. 1' MIN. 4' MIN. SLOPE VARIES 2% SLOPE 6" AGGREGATE BASE SECTION A-A 6" RESIDENTIAL 9" COMMERCIAL 4" SLOPE VARIES 12:1 MAX. 2"MAX. 6" RESIDENTIAL 9" COMMERCIAL SLOPE VARIES 12:1 MAX. 3" AGGREGATE ISSUED: 6/20/ 'TYP. (2.5'MIN.) 6" AGGREGATE WIDTH (W) VARIES SECTION B-B 5'TYP. (2.5'MIN.) MOUNTABLE CURB DRIVEWAY ENTRANCE

10 NOTES: 1. WHEN DRIVEWAY WIDTH EXCEEDS 16' A 3/4" MIN. DEPTH SCORED JOINT SHALL BE PLACED ON CENTERLINE OF DRIVEWAY ENTRANCE OR EVERY 10'. 2. CONCRETE DRIVEWAY ENTRANCE SHALL BE POURED MONOLITHICALLY. 3. PROVIDE 6" MINIMUM AGGREGATE BASE HAVING MINIMUM CBR-30 UNDER DRIVEWAY ENTRANCE. 4. OWNER SHALL DEDICATE ALL PERMANENT EASEMENTS NECESSARY TO PROVIDE ADA COMPLIANT DRIVEWAY ENTRANCE AND SIDEWALK IF EXISTING OR PROPOSED SIDEWALK INTERSECTS DRIVEWAY. 5. OWNER/DEVELOPER SHALL SUBMIT HYDRAULIC CALCULATIONS TO VERIFY THAT 10 YR. STORM RUNOFF WILL BE RETAINED WITHIN THE GUTTER AND WILL NOT OVERTOP DEPRESSED DRIVEWAY/PEDESTRIAN ACCESS ROUTE. OVERLAND RELIEF AWAY FROM STRUCTURES SHALL BE DEMONSTRATED FOR STORMS IN EXCESS OF 10 YRS. 6. DETAIL DW-2.2 SHALL ONLY BE USED WHEN 205 OR 206 WOULD INHIBIT VEHICULAR USE OF THE DRIVEWAY. ISSUED: 6/20/ MOUNTABLE CURB DRIVEWAY ENTRANCE

11 ISSUED: 7/7/ ASPHALT SAW CUT

12 ISSUED: 1/16/ STEEL PLATE DRILL HOLE PATTERN

13 ISSUED: 1/16/ STEEL PLATE PLACE AND BACKFILL METHOD

14 ISSUED: 1/16/ STEEL PLATE REFLECTIVE WHITE TAPE

15 ISSUED: 1/16/ TYPICAL RESTORATION LIMITS FOR ASPHALT PAVEMENT

16 ISSUED: 1/16/ TYPICAL RESTORATION MEASUREMENTS FOR ASPHALT PAVEMENT

17 ISSUED: 1/16/ UTILITY TRENCH REPAIR IN PAVEMENT VDOT NO. 21A AGGREGATE

18 ISSUED: 1/16/ UTILITY TRENCH REPAIR IN PAVEMENT FLOWABLE FILL

19

20

STREET IMPROVEMENTS (Refer to Title 18, chapter entitled "STREETS" of the Layton Municipal Code.)

STREET IMPROVEMENTS (Refer to Title 18, chapter entitled STREETS of the Layton Municipal Code.) STREET IMPROVEMENTS (Refer to Title 18, chapter 18.24 entitled "STREETS" of the Layton Municipal Code.) I. Street widths STREET TYPE (ALL MEASUREMENTS IN FEET) ROW WIDTH LAYTON CITY STANDARD STREET SECTIONS

More information

CW 3240 RENEWAL OF EXISTING CURBS TABLE OF CONTENTS

CW 3240 RENEWAL OF EXISTING CURBS TABLE OF CONTENTS December 2012 CW 3240 RENEWAL OF EXISTING CURBS TABLE OF CONTENTS 1. DESCRIPTION... 1 1.1 General... 1 1.2 Definitions... 1 1.3 Referenced Standard Construction Specifications... 1 1.4 Referenced Standard

More information

City of St. Catharines Standard Drawings SEPTEMBER Revised September 6, 2018 TES-ENG (SH)

City of St. Catharines Standard Drawings SEPTEMBER Revised September 6, 2018 TES-ENG (SH) City of St. Catharines Standard Drawings SEPTEMBER 2018 Revised September 6, 2018 TES-ENG (SH) Roads Dwg No. Revision Standard Sidewalk Detail 110-2001 2 Monolithic Curb-Faced Sidewalk 110-2002 3 Sidewalk

More information

CITY OF DES PLAINES-CONCRETE PROGRAM SIDEWALK, CURB AND DRIVEWAY GUIDELINES

CITY OF DES PLAINES-CONCRETE PROGRAM SIDEWALK, CURB AND DRIVEWAY GUIDELINES CITY OF DES PLAINES-CONCRETE PROGRAM SIDEWALK, CURB AND DRIVEWAY GUIDELINES SUMMARY AND INTENT OF PROJECT The City of Des Plaines Curb and Sidewalk Program is intended to repair hazardous sidewalk and

More information

SPECIAL PROVISIONS - SP2014 BOOK Page 1 October 8, 2013

SPECIAL PROVISIONS - SP2014 BOOK Page 1 October 8, 2013 SPECIAL PROVISIONS - SP2014 BOOK Page 1 S-1 (2104) REMOVE AND REPLACE BITUMINOUS PAVEMENT (ADA) Always include SP2014-119 (PLANT MIXED ASPHALT PAVEMENT) or SP2014-121 (PLANT MIXED ASPHALT PAVEMENT FOR

More information

(D) Surface Slope Bituminous patch in front of the truncated domes must not exceed 5% measured perpendicular to the flow line or edge of roadway.

(D) Surface Slope Bituminous patch in front of the truncated domes must not exceed 5% measured perpendicular to the flow line or edge of roadway. Last Revision by CO Special Provisions: 09/14/18 Page 1 S-1 (2104) REMOVE AND REPLACE BITUMINOUS PAVEMENT (ADA) Always include SP2018-143 ((2360) PLANT MIXED ASPHALT PAVEMENT (MSCR)) when using this writeup.

More information

Section 7 Roadway GENERAL REQUIREMENTS I. TYPICAL SECTION...7-1

Section 7 Roadway GENERAL REQUIREMENTS I. TYPICAL SECTION...7-1 Section 7 Roadway GENERAL REQUIREMENTS...7-1 I. TYPICAL SECTION...7-1 7.1 LANE WIDTHS...7-1 7.2 SHOULDER WIDTHS...7-1 7.3 CROSS SLOPE...7-2 7.4 CURB AND UNDERDRAINS...7-2 7.5 SIDEWALKS AND DRIVEWAYS...7-2

More information

Intro. ADA Operations Contact Info

Intro. ADA Operations Contact Info Intro ADA Operations Contact Info Todd Grugel ph: 651-366-3531 email: todd.grugel@state.mn.us Joe Zilka ph: 651-366-3311 email: joseph.zilka@state.mn.us Harvey Unruh ph: 651-216-2912 email: harvey.unruh@state.mn.us

More information

Dodge City s, General Information For Driveway/Sidewalk Permits, Utility Permits.

Dodge City s, General Information For Driveway/Sidewalk Permits, Utility Permits. Dodge City s, General Information For Driveway/Sidewalk Permits, Utility Permits. All private construction and/or maintenance activities which take place within the City right-of-way are subject to oversight

More information

SECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS

SECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS SECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS Section Page 14-1 GENERAL... 14.1 14-2 PRIVATE ROADS... 14.1 14-3 STREETS AND PARKING LOTS... 14.1 14-3.01 Aggregate Base... 14.1 14-3.02 Asphalt

More information

CITY OF ASTORIA PUBLIC WORKS ENGINEERING DIVISION ENGINEERING DESIGN STANDARDS FOR IN-FILL DEVELOPMENT

CITY OF ASTORIA PUBLIC WORKS ENGINEERING DIVISION ENGINEERING DESIGN STANDARDS FOR IN-FILL DEVELOPMENT CITY OF ASTORIA PUBLIC WORKS ENGINEERING DIVISION ENGINEERING DESIGN STANDARDS FOR IN-FILL DEVELOPMENT Adopted by City Council: May 21, 2007 X:\General Eng\DESIGN STANDARDS\Engineering Design Standards

More information

UNIFORM STANDARD DRAWINGS CLARK COUNTY AREA, NEVADA YEAR 2015 REVISIONS

UNIFORM STANDARD DRAWINGS CLARK COUNTY AREA, NEVADA YEAR 2015 REVISIONS , NEVADA YEAR 2015 REVISIONS SECTION TITLE AND REVISIONS SUMMARY EFFECTIVE DATE 217.S2 "Residential Curb and Gutter, R-Type" - New drawing to accommodate ADA requirements. 223 "Residential Driveway" -

More information

SECTION UNIT PRICES. A. This Section specifies administrative and procedural requirements for the unit prices.

SECTION UNIT PRICES. A. This Section specifies administrative and procedural requirements for the unit prices. SECTION 01220 UNIT PRICES PART 1 GENERAL 1.01 SUMMARY A. This Section specifies administrative and procedural requirements for the unit prices. B. The omission of any unit price description from this Section

More information

Construction Overview. Section 5 Construction Considerations. Curb Ramp Construction. Curb Ramp Construction. Overview.

Construction Overview. Section 5 Construction Considerations. Curb Ramp Construction. Curb Ramp Construction. Overview. Construction Overview Section 5 Construction Considerations Fall, 2017 Ann Johnson, PE Services Brady Rutman, SRF Consulting Group Overview Pedestrian Standard Plans Grade Breaks s Removals Curb & Gutter

More information

CITY OF ANN ARBOR, MICHIGAN Public Services Area/Project Management Unit 301 E. Huron Street P.O. Box 8647, Ann Arbor, Michigan 48107

CITY OF ANN ARBOR, MICHIGAN Public Services Area/Project Management Unit 301 E. Huron Street P.O. Box 8647, Ann Arbor, Michigan 48107 CITY OF ANN ARBOR, MICHIGAN Public Services Area/Project Management Unit 301 E. Huron Street P.O. Box 8647, Ann Arbor, Michigan 48107 Web: www.a2gov.org Printed on recycled paper May 17, 2016 Subject:

More information

CITY UTILITIES DESIGN STANDARDS MANUAL

CITY UTILITIES DESIGN STANDARDS MANUAL CITY UTILITIES DESIGN STANDARDS MANUAL Book 2 (SW) SW7 September 2017 SW7.01 Purpose The purpose of this Chapter is to establish a basis for inlet design utilizing City of Fort Wayne standard inlets and

More information

Curb Ramps [ 4.7.3] [ 4.7.2; 4.8.2; 4.1.6(3)(a)] [ 4.3.7] ADA Accessibility Survey Instructions Curb Ramps Page 1 of 6

Curb Ramps [ 4.7.3] [ 4.7.2; 4.8.2; 4.1.6(3)(a)] [ 4.3.7] ADA Accessibility Survey Instructions Curb Ramps Page 1 of 6 : Curb Ramps 1 [ 4.7.3] Only measure the width of the ramp section of the curb ramp (labeled ramp to the right). The ramp section of a curb ramp is also known as the ramp run. If the curb ramp has flared

More information

NAME STREET ADDRESS CITY, STATE & ZIP CODE. GAS ELECTRIC TELEVISION TELECOMMUNICATION OTHER (check one) UNDERGROUND OVERHEAD BOTH (check one)

NAME STREET ADDRESS CITY, STATE & ZIP CODE. GAS ELECTRIC TELEVISION TELECOMMUNICATION OTHER (check one) UNDERGROUND OVERHEAD BOTH (check one) Des Plaines Utility Permit #: PUBLIC WORKS AND ENGINEERING 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5390 F: 847.391.5619 desplaines.org CITY OF DES PLAINES UTILITY PERMIT APPLICATION All entities

More information

CONCRETE CURB AND GUTTER

CONCRETE CURB AND GUTTER USE APWA STD. PLAN 205 TYPE A. ADJUST DIMENSIONS FOR A 2% SLOPE. 6" 6" 1'-4" 3" NOTES: 1. FLATTEN GUTTERS AT ADA RAMP LOCATIONS. GUTTERSLOPES MAY BE REDUCED BETWEEN RAMPS AS WELL AS AT CURB RAMPS WHERE

More information

Department of Building and Zoning Approaches and Sidewalks for ONE AND TWO FAMILY CONSTRUCTION

Department of Building and Zoning Approaches and Sidewalks for ONE AND TWO FAMILY CONSTRUCTION Department of Building and Zoning Approaches and Sidewalks for ONE AND TWO FAMILY CONSTRUCTION GENERAL ITEMS SUBGRADE Prior to pouring concrete all subgrades must be wetted and compacted. All formwork

More information

CITY OF WINDSOR STANDARD SPECIFICATIONS JULY 2012 S-31 KEYHOLE EXCAVATION TABLE OF CONTENTS

CITY OF WINDSOR STANDARD SPECIFICATIONS JULY 2012 S-31 KEYHOLE EXCAVATION TABLE OF CONTENTS TABLE OF CONTENTS 31.01. SCOPE OF WORK... 1 31.02. REFERENCES... 1 31.03. DEFENITIONS... 1 31.04. MATERIALS... 2 31.05. EQUIPMENT... 3 31.06. CONSTRUCTION... 4 31.07. QUALITY ASSURANCE... 6 31.08. MEASUREMENT

More information

SECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS

SECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS SECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS Section Page SECTION 14 RESTORATION OF SURFACES... 14.1 14-1 GENERAL... 14.1 14-2 PRIVATE ROADS... 14.1 14-3 STREETS AND PARKING LOTS... 14.1 14-3.01

More information

Engineering & Construction Services Division Standard Drawings for Road Works. T No. Revision T No. Revision Remarks All T- drawings

Engineering & Construction Services Division Standard Drawings for Road Works. T No. Revision T No. Revision Remarks All T- drawings Engineering & Construction Services Division Standard Drawings for Road Works Revision No. 9 November 4 All T- drawings New title block for each drawing is now standardized. Revision numbers now added

More information

Town of New Tecumseth Engineering Design Criteria and Standards for Subdivisions and Capital Works Projects

Town of New Tecumseth Engineering Design Criteria and Standards for Subdivisions and Capital Works Projects 2.0 ROADWAYS 2.1 Road Classification 2.1.1 Standard Drawing Classification All Road Widths and Road Allowances shall be designed in accordance with the most recent Town of New Tecumseth Standards: TNT.SD

More information

Sidewalk Assessment Restoration Process

Sidewalk Assessment Restoration Process Sidewalk Assessment Restoration Process 1. Purpose 2. Scope 1.1. To assess potentially hazardous conditions for exterior sidewalk and/or pavement surfaces which require replacement and/or repair. 2.1.

More information

New Market Township. Driveway/Approach Permit

New Market Township. Driveway/Approach Permit Permit Number Address: New Market Township Driveway/Approach Permit No person may construct or reconstruct any Driveway/Approach to a Township road without first obtaining a permit and the initial approval

More information

HITT STREET UNIVERSITY PROJECT #: CP REFER TO CP PLANS FOR ELECTRICAL DUCTBANK IN HITT STREET INSTALL:

HITT STREET UNIVERSITY PROJECT #: CP REFER TO CP PLANS FOR ELECTRICAL DUCTBANK IN HITT STREET INSTALL: N 1133521.33 E 1689742.43 STA: 10+53.07 INSTALL: 2-10" 90 BENDS CONNECT TO MIDDLEBUSH HALL INTERIOR PLANT PLUMBING MIDDLEBUSH HALL HW1 HWS HWR 10+00 FREDRICK APARTMENTS FINE ARTS INSTALL 422 LF 10" HWS

More information

60TH STREET HOUSING PROJECT ADA / UFAS SITE COMPLIANCE STUDY

60TH STREET HOUSING PROJECT ADA / UFAS SITE COMPLIANCE STUDY (AHA) ADA / UFAS SITE COMPLIANCE STUDY 60TH STREET NW 8705 ZONE LOCATION MAP K--Z O W N E R 840 UNIVERSITY BLVD SE ALBUQUERQUE, NM 8706 TEL: 5057643925 E N G I N E E R PROJECT DESCRIPTION EVALUATION STUDY

More information

SECTION IV. PIPELINE EXCAVATION AND BACKFILL

SECTION IV. PIPELINE EXCAVATION AND BACKFILL SECTION IV. PIPELINE EXCAVATION AND BACKFILL A. Description of Work B. Surface Types C. Backfill D. Surface Restoration A. DESCRIPTION OF WORK 1. Extent: Excavation of trenches for pipelines shall include

More information

SUPPLEMENTAL DRAWINGS

SUPPLEMENTAL DRAWINGS CITY OF GREATER SUDBURY SUPPLEMENTAL DRAWINGS TO THE ONTARIO PROVINCIAL STANDARD DRAWINGS Rev: February 2012 CITY OF GREATER SUDBURY STANDARD DRAWINGS TABLE OF CONTENTS Greater Sudbury Standard Drawings

More information

I. STREET CONSTRUCTION AND RECONSTRUCTION

I. STREET CONSTRUCTION AND RECONSTRUCTION CITY OF OSHKOSH POLICY FOR SPECIAL ASSESSMENTS A. GENERAL I. STREET CONSTRUCTION AND RECONSTRUCTION 1. Assessments shall be levied according to the front foot dimensions of the abutting property to the

More information

Driveways and Other Concrete Slabs

Driveways and Other Concrete Slabs Driveways and Other Concrete Slabs V I L L A G E O F H A N O V E R P A R K F I R E D E PA R T M E N T I certify that I have received a copy of these regulations and will comply with the regulations contained

More information

STORM DRAINAGE DESIGN MANUAL

STORM DRAINAGE DESIGN MANUAL Appendix I STORM DRAINAGE DESIGN MANUAL by: SUNGATE DESIGN GROUP, P.A. GEN ERAL DESIGN STAN DARDS AN D POLICIES 1. STREET AND LOCAL DRAINAGE Discharge estimates for specified design storms shall be calculated

More information

SECTION 3 DRAINAGE. 3-1 General. 3-2 Drainage Ordinances and Legal Requirements

SECTION 3 DRAINAGE. 3-1 General. 3-2 Drainage Ordinances and Legal Requirements SECTION 3 DRAINAGE 3-1 General All Drainage plans for proposed development shall be prepared by a Professional Engineer registered in Virginia, except as noted below. Further, their seal and signature

More information

c h a p t e r 4 d e s i g n e x a m p l e s f o r s a n m a t e o c o u n t y A typical residential street intersection

c h a p t e r 4 d e s i g n e x a m p l e s f o r s a n m a t e o c o u n t y A typical residential street intersection LOW-DENSITY RESIDENTIAL STREETS: Stormwater Curb Extensions A typical residential street intersection This residential street example illustrates how stormwater curb extensions can be easily retrofitted

More information

Sandstone Curb Replacement Standards

Sandstone Curb Replacement Standards Sandstone Curb Replacement Standards Division of Infrastructure Management SCOPE OF CURB REPLACEMENT (Funding Dependent) Sandstone Curb Section I - Purpose: Sandstone curb may be replaced only if existing

More information

THE REGIONAL MUNICIPALITY OF PEEL STANDARD SPECIFICATIONS FOR RESTORATION

THE REGIONAL MUNICIPALITY OF PEEL STANDARD SPECIFICATIONS FOR RESTORATION THE REGIONAL MUNICIPALITY OF PEEL STANDARD SPECIFICATIONS FOR RESTORATION Standard Specifications for Restoration INDEX PAGE R.1 GENERAL...1 R.2 SCOPE...1 R.3 MATERIALS...1 R.4 CONSTRUCTION...2 R.4.1 General...2

More information

NOTE: 1) PRIOR TO BEGINNING WORK TRANSFER RIM ELEV. FROM MH K1 TO A TEMPORARY BENCH MARK FOR USE AS CONTROL DURING CONSTRUCTION. 2) CONTRACTOR TO INST

NOTE: 1) PRIOR TO BEGINNING WORK TRANSFER RIM ELEV. FROM MH K1 TO A TEMPORARY BENCH MARK FOR USE AS CONTROL DURING CONSTRUCTION. 2) CONTRACTOR TO INST NOTE: 1) PRIOR TO BEGINNING WORK TRANSFER RIM ELEV. FROM MH K1 TO A TEMPORARY BENCH MARK FOR USE AS CONTROL DURING CONSTRUCTION. 2) CONTRACTOR TO INSTALL MANHOLE LIDS FLUSH WITH EXISTING GROUND SURFACE.

More information

City of St. Catharines Standard Drawings JULY Revised July 21, 2017 TES-ENG (SH)

City of St. Catharines Standard Drawings JULY Revised July 21, 2017 TES-ENG (SH) City of St. Catharines Standard Drawings JULY 2017 Revised July 21, 2017 TES-ENG (SH) Roads Dwg No. Revision Standard Sidewalk Detail 110-2001 1 Monolithic Curb-Faced Sidewalk for Concrete Road 110-2002

More information

COUNTY OF BEXAR. Curbed Streets. Residential PUBLIC WORKS DEPARTMENT

COUNTY OF BEXAR. Curbed Streets. Residential PUBLIC WORKS DEPARTMENT COUNTY OF BEXAR PUBLIC WORKS DEPARTMENT 233 N. Pecos La Trinidad, Suite 420 San Antonio, Texas 78207-3188 Main 210-335-6700 DRIVEWAY APPROACH SPECIFICATIONS Curbed Streets Residential Applicability: All

More information

SECTION RIGHT-OF-WAY DAMAGE REPAIRS PART 1 - GENERAL PART 2 - MATERIALS AND METHODS

SECTION RIGHT-OF-WAY DAMAGE REPAIRS PART 1 - GENERAL PART 2 - MATERIALS AND METHODS SECTION 01200 RIGHT-OF-WAY DAMAGE REPAIRS PART 1 - GENERAL 1.01 SCOPE This specification covers the work within the street right-of-way (property line) for the repair of that area which is disturbed during

More information

The Most Advanced Name in Water Management Solutions TM. The most cost-effective slotted and trench surface drain systems.

The Most Advanced Name in Water Management Solutions TM. The most cost-effective slotted and trench surface drain systems. The Most Advanced Name in Water Management Solutions TM The most cost-effective slotted and trench surface drain systems. A sensible alternative to metal and concrete Since 1987, Duraslot surface drains

More information

- DEFINITIONS (Defined Terms)

- DEFINITIONS (Defined Terms) A - DEFINITIONS (Defined Terms) A/E means Architect and Engineer. Abutting means to border upon. Access easement means an easement created for the purpose of providing vehicular or pedestrian access. ADA

More information

B-PERMIT PLAN CHECK MANUAL

B-PERMIT PLAN CHECK MANUAL B-PERMIT PLAN CHECK MANUAL 11. PLAN SHEETS AND NOTES Preformatted B-Permit plans sheets can be downloaded from the internet on the Bureau of Engineering s website. The Plan sheets can be found under the

More information

The Most Advanced Name in Water Management Solutions TM. The most cost-effective slotted and trench surface drain systems.

The Most Advanced Name in Water Management Solutions TM. The most cost-effective slotted and trench surface drain systems. The Most Advanced Name in Water Management Solutions TM The most cost-effective slotted and trench surface drain systems. A sensible alternative to metal and concrete Since 1987, Duraslot surface drains

More information

Construct each curb ramp using Type A1 Use curb ramps with flared sides at locations with wide sidewalks. NOTES Construct each curb ramp using Type A2 Construct each curb ramp using Type A1 PERPENDICULAR

More information

Construction Specification for General Excavation

Construction Specification for General Excavation Engineering & Construction Services Division Standard Specifications for Road Works TS 2.10 September 2018 for General Excavation Table of Contents TS 2.10.01 SCOPE... 2 TS 2.10.02 REFERENCES... 2 TS 2.10.03

More information

ADA Training Design Case Studies MnDOT

ADA Training Design Case Studies MnDOT ADA Training Design Case Studies 2018 MnDOT 2 ADA Design Case Studies Overview TH 61 (Mounds Blvd) Mill & Overlay Lesson: Steep Slopes and Construction Limits Snelling Avenue Mill & Overlay Lesson: Strategies

More information

The Most Advanced Name in Water Management Solutions TM. The most cost-effective slotted and trench surface drain systems.

The Most Advanced Name in Water Management Solutions TM. The most cost-effective slotted and trench surface drain systems. The Most Advanced Name in Water Management Solutions TM The most cost-effective slotted and trench surface drain systems. A sensible alternative to metal and concrete Since 1987, Duraslot surface drains

More information

RESIDENTIAL DRIVEW AY APPROACH JOB NO. SHEET NO. DATE MARCH 2015 OF 2% MAX VARIES: 1% MIN TO 7% MAX EXISTING DRIVE EXIST. ROW PROPOSED 6" WALK

RESIDENTIAL DRIVEW AY APPROACH JOB NO. SHEET NO. DATE MARCH 2015 OF 2% MAX VARIES: 1% MIN TO 7% MAX EXISTING DRIVE EXIST. ROW PROPOSED 6 WALK 01-APR-2015 08:59 4 (TYP) EXISTING DRIVE A 4 (TYP) ROW = I:\MSV8i\Plotting\piblack.ptb V:\201001\\C\8x11_Howell_Det\pvg_det01_8x11_P01.dgn TIME = EX. PROPOSED 6" WALK SIDEWALK WALK EX. DRIVEWAY 4 WALK

More information

T. P. Concrete, Inc. Wood Sewer & Excavating, Inc. 589 CY , , , SF

T. P. Concrete, Inc. Wood Sewer & Excavating, Inc. 589 CY , , , SF 30051 FURNISH AND INSTALL AGGREGATE SLURRY BACKFILL 589 CY 50.00 29,450.00 55.00 32,395.00 50.00 29,450.00 30584 FURNISH AND INSTALL 8" CRUSHED AGGREGATE DRIVEWAY APPROACH BASE 480 SF 0.75 360.00 0.85

More information

APPLICATION FOR RIGHT OF WAY PERMIT

APPLICATION FOR RIGHT OF WAY PERMIT City of Danville Department of Engineering & Urban Services APPLICATION FOR RIGHT OF WAY PERMIT PROJECT LOCATION: CONTRACTOR S BUSINESS NAME: CONTRACTOR'S ADDRESS: CONTRACTOR'S PHONE: OWNER S NAME: OWNER

More information

DRIVEWAYS & CURB CUTS (INCLUDING DRIVEWAY EXTENSIONS) BUILDING PERMIT APPLICATION

DRIVEWAYS & CURB CUTS (INCLUDING DRIVEWAY EXTENSIONS) BUILDING PERMIT APPLICATION Community Development 17 Montrose Drive Romeoville, IL 60446-1329 (815) 886-7203 (815) 372-4039 Email: buildinginspections@romeoville.org DRIVEWAYS & CURB CUTS (INCLUDING DRIVEWAY EXTENSIONS) BUILDING

More information

CHAPTER 17: STORM SEWER STANDARDS Introduction Administration Standards 17.1

CHAPTER 17: STORM SEWER STANDARDS Introduction Administration Standards 17.1 CHAPTER 17: STORM SEWER STANDARDS 17.00 Introduction 17.01 Administration 17.02 Standards 17.1 17.00 INTRODUCTION The purpose of this chapter is to provide guidance for the design and construction of storm

More information

SECTION 3200 CONCRETE CURB AND GUTTER

SECTION 3200 CONCRETE CURB AND GUTTER PART 1 GENERAL 1.01 Section Summary SECTION 3200 CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER A. Construction of concrete curb and gutter. 1.02 Related Sections A. Section 2900 Aggregate Base Course.

More information

Appendix C SPECIFICATIONS FOR DESIGN AND CONSTRUCTION (AMENDED 04/03/90)

Appendix C SPECIFICATIONS FOR DESIGN AND CONSTRUCTION (AMENDED 04/03/90) Appendix C SPECIFICATIONS FOR DESIGN AND CONSTRUCTION (AMENDED 04/03/90) C-1. Design Speed, Sight Distance, Centerline Radius MINOR LOCAL SUBCOLLECTOR COLLECTOR ALLEY DESIGN SPEED 25 MPH 25 MPH 30 MPH

More information

1. Payment for concrete sidewalks is on square foot basis. a. Limits for measurement for trench excavation as follows:

1. Payment for concrete sidewalks is on square foot basis. a. Limits for measurement for trench excavation as follows: Section 02775 PART 1 G E N E R A L 1.01 SECTION INCLUDES A. Reinforced concrete sidewalks. B. Wheelchair ramps. C. Reinforced slope paving. 1.02 MEASUREMENT AND PAYMENT A. Unit Prices. 1. Payment for concrete

More information

Project: Developer/Designer: Reviewer:

Project: Developer/Designer: Reviewer: City of Charlottesville, Virginia Engineering Plan Review Checklist (Site Plans, Site Plan Amendments, and Major Subdivisions) 610 East Market Street, Charlottesville, VA 22902 Telephone 434-970-3182;

More information

STANDARD SPECIFICATIONS SECTION PAVEMENT REQUIREMENTS

STANDARD SPECIFICATIONS SECTION PAVEMENT REQUIREMENTS STANDARD SPECIFICATIONS SECTION 02950 PAVEMENT REQUIREMENTS PART 1 GENERAL 1.1 DESCRIPTION A. Section includes requirements for removing, replacing and providing new paving for roads, driveways, parking

More information

CONSTRUCTION SPECIFICATION FOR CONCRETE SIDEWALK AND CONCRETE RAISED MEDIAN INDEX TS SCOPE...3 TS DEFINITIONS...3

CONSTRUCTION SPECIFICATION FOR CONCRETE SIDEWALK AND CONCRETE RAISED MEDIAN INDEX TS SCOPE...3 TS DEFINITIONS...3 CITY OF TORONTO TS 3.70 TRANSPORTATION SERVICES STANDARD CONSTRUCTION SPECIFICATIONS June 2001 CONSTRUCTION SPECIFICATION FOR CONCRETE SIDEWALK AND CONCRETE RAISED MEDIAN INDEX TS 3.70.01 SCOPE...3 TS

More information

This is only a general checklist; please refer to the CVWD Development Design Manual (DDM) for all requirements and regulations.

This is only a general checklist; please refer to the CVWD Development Design Manual (DDM) for all requirements and regulations. COACHELLA VALLEY WATER DISTRICT DOMESTIC WATER CHECKLIST Tract/Parcel No: Project Common Name: Developer: Engineer: Engineer Signature: Date: Phone: Phone: Print: This is only a general checklist; please

More information

Chapter 8. Inlets. 8.0 Introduction. 8.1 General

Chapter 8. Inlets. 8.0 Introduction. 8.1 General . Introduction This chapter provides criteria and design guides for evaluating and designing storm sewer inlets in the City of Centennial. The review of all planning submittals will be based on the criteria

More information

Design Specifications & Requirements Manual

Design Specifications & Requirements Manual 9 GRADING 9.1 GRADING REQUIREMENTS FOR VARIOUS SITUATIONS... 1 9.1.1 Subdivisions... 1 9.1.2 Site Plans... 1 9.1.3. Severances, Lifting of Part Lot Control & Infill Lots... 1 9.1.4 Blocks... 1 9.1.5 Capital

More information

CITY OF FARGO SPECIFICATIONS REMOVALS

CITY OF FARGO SPECIFICATIONS REMOVALS REMOVALS PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of all labor, material, and equipment necessary to perform vegetation

More information

CITY OF FARGO SPECIFICATIONS REMOVALS

CITY OF FARGO SPECIFICATIONS REMOVALS REMOVALS PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of all labor, material, and equipment necessary to perform vegetation

More information

PORT GAMBLE S'KLALLAM TRIBE IRR ROUTE 40 - RESIDENTIAL ROAD

PORT GAMBLE S'KLALLAM TRIBE IRR ROUTE 40 - RESIDENTIAL ROAD PORT GAMBLE S'KLALLAM TRIBE IRR ROUTE 40 - RESIDENTIAL ROAD NORTH SECTION 5, TOWNSHIP 27N, RANGE 2E PCAS #P10113R2 VICINITY MAP PROJECT LOCATION SCALE: 1" = 100' DATUM: ELEV. NAVD 88 NORTH: NAD83/1991

More information

PATIOS, STOOPS and PRIVATE WALKWAYS. This hand out is for REFERENCE ONLY. For more details see specific code sections.

PATIOS, STOOPS and PRIVATE WALKWAYS. This hand out is for REFERENCE ONLY. For more details see specific code sections. Village of Vernon Hills Community Development Department 290 Evergreen Drive, Vernon Hills, IL 60061 Phone 847-367-3704 - Fax 847-367-2541 - http://www.vernonhills.org PATIOS, STOOPS and PRIVATE WALKWAYS

More information

BID PROPOSAL FOR TOWN OF HIGHLAND PARK, TEXAS FOR

BID PROPOSAL FOR TOWN OF HIGHLAND PARK, TEXAS FOR BID PROPOSAL FOR TOWN OF HIGHLAND PARK, TEXAS FOR Miscellaneous Concrete Repairs 2014 3600-3900 Blocks of Potomac Avenue and Town Hall, 2014 To: The Honorable Mayor and Town Council Town of Highland Park

More information

CITY OF HOMESTEAD Utility Rights-of-Way Use Permit Application

CITY OF HOMESTEAD Utility Rights-of-Way Use Permit Application CITY OF HOMESTEAD Utility Rights-of-Way Use Permit Application Good for 90 days from the Date Issued This permit is only required if the work location is owned or controlled by the City of Homestead and

More information

Section 7 Roadway GENERAL REQUIREMENTS I. TYPICAL SECTION

Section 7 Roadway GENERAL REQUIREMENTS I. TYPICAL SECTION Section 7 Roadway GENERAL REQUIREMENTS... 7-1 I. TYPICAL SECTION... 7-1 7.1 LANE WIDTHS... 7-1 7.2 SHOULDER WIDTHS... 7-1 7.3 CROSS SLOPE... 7-2 7.4 CURB AND UNDERDRAINS... 7-2 7.5 SIDEWALKS AND DRIVEWAYS...

More information

GENERAL NOTES ROADWAY CONSTRUCTION RD0001-1A ISSUED:2017 REVISED: --

GENERAL NOTES ROADWAY CONSTRUCTION RD0001-1A ISSUED:2017 REVISED: -- ROADWAY CONSTRUCTION NOTES 1. ALL RIGHT-OF-WAY OTHER THAN ROADWAY AREAS SHALL BE SODDED. ALL SLOPE STEEPER THAN 6:1 SHALL REQUIRE SODDING. THE CITY RESERVES THE RIGHT TO REQUIRE SODDING IN SPECIAL AREAS

More information

DOCUMENT ADDENDA AND MODIFICATIONS

DOCUMENT ADDENDA AND MODIFICATIONS DOCUMENT ADDENDA AND MODIFICATIONS PART 1 1.1 PROCEDURE GENERAL A. For filing purposes, add Addenda and Modifications to the Contract Documents following this page. Modified June 20, 2017 Addenda and Modifications

More information

SECTION 502 CONCRETE ITEMS

SECTION 502 CONCRETE ITEMS SECTION 502 CONCRETE ITEMS I. GENERAL 1.1 DESCRIPTION OF WORK The Contractor shall furnish all labor, supervision, material (except as herein provided), tools, equipment, supplies, and services; and shall

More information

General Legend Details...100

General Legend Details...100 SECTION 1 - ROADWAYS TABLE OF CONTENTS General Legend Details......100 Details Roadway Section......... 110 Residential Street Intersection.........115 Waterway and Waterway Transition Detail........116

More information

PUBLIC WORKS STANDARD DETAILS

PUBLIC WORKS STANDARD DETAILS PUBLIC WORKS STANDARD DETAILS SUBSTANTIAL EFFORT HAS BEEN MADE TO ENSURE THE INFORMATION CONTAINED IN THESE STANDARDS IS ACCURATE. HOWEVER, THE CITY OF BRADENTON BEACH CANNOT ACCEPT RESPONSIBILITY FOR

More information

SECTION B1 BITUMINOUS CONCRETE PAVING GENERAL

SECTION B1 BITUMINOUS CONCRETE PAVING GENERAL SECTION B1 BITUMINOUS CONCRETE PAVING GENERAL This section covers the restoration of roadways and sidewalks, in whole or in part, with bituminous concrete paving. WITHIN 4 DAYS OF BACKFILLING IN AREAS

More information

PARKING LOT AND ROADWAY MAINTENANCE

PARKING LOT AND ROADWAY MAINTENANCE Village of Vernon Hills Community Development Engineering Division Phone 847-367-3704 Fax 847-367-2541 PERMIT APPLICATION PROCESS PARKING LOT AND ROADWAY MAINTENANCE Removal and replacement, concrete and

More information

Manual of Infrastructure Standards

Manual of Infrastructure Standards Manual of Infrastructure Standards Public Works Dept. September 2016 MANUAL OF INFRASTRUCTURE STANDARDS INDEX Revised 9-26-16 GENERAL REQUIREMENTS Definitions: Paved / Unpaved Portions of the Right of

More information

CITY OF MADRAS RIGHT-OF-WAY CONSTRUCTION & USE PERMIT 125 SW E Street, Madras, OR Telephone (541) Fax (541)

CITY OF MADRAS RIGHT-OF-WAY CONSTRUCTION & USE PERMIT 125 SW E Street, Madras, OR Telephone (541) Fax (541) CITY OF MADRAS RIGHT-OF-WAY CONSTRUCTION & USE PERMIT 125 SW E Street, Madras, OR 97741 Telephone (541)475-2344 Fax (541)475-1038 Permit type (may include multiple types, please provide detail in the the

More information

D-1 THE CITY OF HARRISBURG 1 1/2" MIN. ID-2 WEARING COARSE EXISTING STREET SURFACE AC-20 SEALER (ALL AROUND) 1 1/2" MIN. ID-2 BINDER COARSE

D-1 THE CITY OF HARRISBURG 1 1/2 MIN. ID-2 WEARING COARSE EXISTING STREET SURFACE AC-20 SEALER (ALL AROUND) 1 1/2 MIN. ID-2 BINDER COARSE EXISTING STREET SURFACE 1 1/2" MIN. ID-2 BINDER COARSE 1 1/2" MIN. ID-2 WEARING COARSE AC-20 SEALER (ALL AROUND) 8" CLASS A P.C. CONCRETE SAW CUT TOP OF CONCRETE SHALL MEET SURFACE OF EXISTING CONCRETE.

More information

GRAYSON COUNTY POLICY, PROCEDURES AND SPECIFICATIONS OF GRAYSON COUNTY, TEXAS FOR THE INSTALLATION OF DRIVEWAY

GRAYSON COUNTY POLICY, PROCEDURES AND SPECIFICATIONS OF GRAYSON COUNTY, TEXAS FOR THE INSTALLATION OF DRIVEWAY GRAYSON COUNTY POLICY, PROCEDURES AND SPECIFICATIONS OF GRAYSON COUNTY, TEXAS FOR THE INSTALLATION OF DRIVEWAY CULVERTS, ROAD BORES, USE OF HEAVY EQUIPMENT AND UTILITY LINES WITHIN GRAYSON COUNTY ROAD

More information

CHAPTER 11 - RESTORATION OF SURFACE IMPROVEMENTS

CHAPTER 11 - RESTORATION OF SURFACE IMPROVEMENTS CHAPTER 11 - RESTORATION OF SURFACE IMPROVEMENTS 11.1 GENERAL The Developer/Contractor shall be responsible for the protection and the restoration or replacement of any improvements existing on public

More information

M&M CARGO PARKING LOT REHABILITATION 5103 MAHER AVENUE LAREDO, TEXAS MAYOR PRO-TEMPORE, DISTRICT II DISTRICT VIII COUNCIL MEMBER

M&M CARGO PARKING LOT REHABILITATION 5103 MAHER AVENUE LAREDO, TEXAS MAYOR PRO-TEMPORE, DISTRICT II DISTRICT VIII COUNCIL MEMBER LAREDO INTERNATIONAL AIRPORT M&M CARGO PARKING LOT REHABILITATION 5103 MAHER AVENUE LAREDO, TEXAS 78041 CITY OF LAREDO, TEXAS HONORABLE RAUL G. SALINAS, MAYOR ESTEBAN RANGEL MAYOR PRO-TEMPORE, DISTRICT

More information

TRANSPORTATION & PUBLIC WORKS DEPARTMENT TECHNICAL STANDARDS

TRANSPORTATION & PUBLIC WORKS DEPARTMENT TECHNICAL STANDARDS Athens-Clarke County Unified Government TRANSPORTATION & PUBLIC WORKS DEPARTMENT TECHNICAL STANDARDS JULY, 2009 PREFACE The technical standards presented herein reflect the current policies and practices

More information

Design Specifications & Requirements Manual

Design Specifications & Requirements Manual 18 DRAFTING AND DESIGN REQUIREMENTS FOR NEW SUBDIVISIONS 18.1 DRAWING REQUIREMENTS FOR NEW SUBDIVISIONS... 1 18.1.1 Basic Drawing Requirements... 1 18.1.2 Transportation Drawing Requirements... 1 a) Road

More information

THE ANTICIPATED SEQUENCE OF EVENTS ARE AS FOLLOWS, BUT THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS

THE ANTICIPATED SEQUENCE OF EVENTS ARE AS FOLLOWS, BUT THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS GENERAL PLAN NOTES PERMANENT SIGNS PROJECT SCOPE THIS PROJECT INCLUDES REMOVAL OF PORTIONS OF CONCRETE CURB & GUTTER AND HMA SURFACE; INSTALLATION OF SANITARY AND STORM SEWER AND UNDERDRAIN; EXCAVATION

More information

CITY OF TROY CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587

CITY OF TROY CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587 CITY OF TROY DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587 JANUARY 2010 TABLE OF CONTENTS SECTION 1 SECTION 2 SECTION 3 SECTION 4 SECTION 5 SECTION 6 APPENDIX ROADWAY DESIGN DRAINAGE

More information

Section H - Site Plan Guidelines

Section H - Site Plan Guidelines H1 GENERAL REQUIREMENTS The following is an outline of procedures and requirements for preparation and submission of Grading Plans, Site Alteration Plans (Erosion and Sediment Control Plans), Site Servicing

More information

SECTION CONCRETE CURBS, GUTTERS AND SIDEWALKS

SECTION CONCRETE CURBS, GUTTERS AND SIDEWALKS SECTION 32 16 13 CONCRETE CURBS, GUTTERS AND SIDEWALKS PART 1 GENERAL 1.1 DESCRIPTION A. Scope: 1. CONTRACTOR shall provide all labor, materials, equipment, and incidentals as shown, specified, and required

More information

STANDARD DETAILS FOR ROADWAY & DRAINAGE CONSTRUCTION

STANDARD DETAILS FOR ROADWAY & DRAINAGE CONSTRUCTION STANDARD DETAILS FOR ROADWAY & DRAINAGE CONSTRUCTION CITY OF CONWAY, ARKANSAS STREET & ST. INDEX OF DRAWINGS SHEET NAME DRAWING TITLE REV. DATE G-1 GENERAL NOTES 6/13/18 AR-1 TYPE 1 ACCESS RAMP 3/10/17

More information

SECTION 4 OBSTRUCTIONS AND INCIDENTAL CONSTRUCTION

SECTION 4 OBSTRUCTIONS AND INCIDENTAL CONSTRUCTION SECTION 4 OBSTRUCTIONS AND INCIDENTAL CONSTRUCTION 4.01 GENERAL. The work covered in Section 4 consists of incidental construction and clearing of obstructions to permit construction of public, developer,

More information

CITY OF ROCKLIN STANDARD DRAWINGS

CITY OF ROCKLIN STANDARD DRAWINGS CITY OF ROCKLIN STANDARD DRAWINGS November 2016 Table of Contents Page # Section 1 Section 2 Section 3 General Notes and Review Boxes 01-01 Signature Blocks... 1 01-02 General Notes (Sheet 1 of 8)... 2

More information

Chapter 3: Permit Procedures and Requirements

Chapter 3: Permit Procedures and Requirements Chapter 1: General Provisions 1 1 Short Title 1 2 Jurisdiction 1 3 Amendments and Revisions 1 4 Enforcement Responsibility 1 5 Review Process 1 6 Prior Approval 1 7 Relationship to Other Standards 1 8

More information

Arlington County, VA Materials Testing Specification Reference Guide (8/18/2016) MATERIAL AND TEST (REF. - VDOT TEST METHODS MANUAL )

Arlington County, VA Materials Testing Specification Reference Guide (8/18/2016) MATERIAL AND TEST (REF. - VDOT TEST METHODS MANUAL ) MINIMUM RATE 1. Embankments SOILS AND AGGREGATES (a) Density, 303.04(h) One (1) test per 2500 yd3 or less plus: (a) for fills less than 500 ft. length one (1) test on every other 6-in. layer bottom to

More information

Arlington County, VA Materials Testing Specification Reference Guide (8/18/2016) MATERIAL AND TEST (REF. VDOT TEST METHODS MANUAL )

Arlington County, VA Materials Testing Specification Reference Guide (8/18/2016) MATERIAL AND TEST (REF. VDOT TEST METHODS MANUAL ) 1. Embankments SOILS AND AGGREGATES (a) Density, 303.04(h) One (1) test per 2500 yd3 or less plus: (a) for fills less than 500 ft. length one (1) test on every other 6-in. layer bottom to top of fill starting

More information

Special Provisions for Pavement Open Cuts

Special Provisions for Pavement Open Cuts 1. All patches are to be replaced in accordance with the following requirements and as shown in Figure 1. 2. All Excavations or Open Cuts shall comply with OSHA Technical Manual, Chapter 2, Title Excavation:

More information

CITY OF WALLED LAKE 1499 E. WEST MAPLE WALLED LAKE, MI 48390

CITY OF WALLED LAKE 1499 E. WEST MAPLE WALLED LAKE, MI 48390 CITY OF WALLED LAKE 1499 E. WEST MAPLE WALLED LAKE, MI 48390 ENGINEERING DESIGN STANDARDS Prepared by: Boss Engineering Howell, Michigan October 5, 2016 TABLE OF CONTENTS PART I. INTRODUCTION SECTION 1.0

More information

SUBDIVISION CHECKLIST. Subdivision Name. Prior To Review. Preliminary plan approved by Planning Commission / Council as required.

SUBDIVISION CHECKLIST. Subdivision Name. Prior To Review. Preliminary plan approved by Planning Commission / Council as required. SUBDIVISION CHECKLIST Subdivision Name Account Number Review Engineer Prior To Review Preliminary plan approved by Planning Commission / Council as required. Review fee paid. Statement of Responsibility

More information

Revision No. 14. September Engineering & Construction Services Division Standard Specifications for Road Works. Revised/New (Insert) TS No.

Revision No. 14. September Engineering & Construction Services Division Standard Specifications for Road Works. Revised/New (Insert) TS No. Engineering & Construction Services Division Standard Specifications for Road Works Revision 14 September 2017 TS TS 1.00 Apr 2014 Sep 2017 TS 1.10 Apr 2014 Sep 2017 Construction Specification for Maintenance

More information

NYSDOT TRANSPORTATION MAINTENANCE DIVISION PAVING PROJECT QUALITY ASSURANCE ASSESSMENT Rating Guidelines (Revision #1)

NYSDOT TRANSPORTATION MAINTENANCE DIVISION PAVING PROJECT QUALITY ASSURANCE ASSESSMENT Rating Guidelines (Revision #1) NYSDOT TRANSPORTATION MAINTENANCE DIVISION PAVING PROJECT QUALITY ASSURANCE ASSESSMENT Rating Guidelines (Revision #1) INTRODUCTION The condition assessment is intended to be performed from a customer

More information