Department of Engineering & Public Works
|
|
|
- Thomas French
- 10 years ago
- Views:
Transcription
1 BENCHMARK PHOTO RECORDS Department of Engineering & Public Works
2 G 1 MTC Precise BM Elevation m Lat , Long (Route 198) Steel rod with brass cap benchmark at the northeast corner of Ravenshoe Road (Y.R. 32) and Bruce Avenue, 4.0km south of bridge carrying Leslie Street (Y.R. 12) over the Maskinonge River, 1.4km west of the junction of Ravenshoe Road and Leslie Street. Benchmark set 22.8 metres north of existing centreline of Ravenshoe Road, 50.9 metres east of existing centreline of Bruce Avenue, 100mm below existing ground level.
3 G S (G.S.C.) Elevation m (61) (Quadrant S.E.) Page 8, Rev. January 1981 Two storey brick building (inscribed Bank of Nova Scotia) at the intersection of Market Square Crescent and High Street (Y.R. 9) in the Village of Sutton. Tablet set horizontally in southeast stone foundation, wall 6m from corner of entrance, 48cm below brickwork.
4 G - 6 Town of Georgina BM Elevation m (UTM Coordinates N / E ) Northdale Heights Subdivision, Registered Plan 65M-3421 and 65M-3704 (S.9.110) (Prepared by Sexton McKay Limited November 6, 2008) Tablet set vertically in top of southeast corner of concrete storm water inlet chamber in park on west side of Highcastle Avenue, Block 190, Plan 65M-3421
5 G-13 Town of Georgina BM Elevation m ( ft.) West Park - Keswick. Top of metal base plate - S/W corner of Lot West Park Heights.
6 G S RMY Elevation m (Quadrant S.E.) (G.S.C.) Page 9, Rev. 2, January 1981 One and one-half storey brick building (Keswick Public School) at the east side of The Queensway North (Y.R. 12), 0.2km north of Church Street in the Village of Keswick Tablet set horizontally in west face of west concrete foundation wall, midway between first and second basement windows south of entrance, 30cm below brickwork.
7 G RMY (G.S.C.) Elevation m (61) (Quadrant S.E.) Page 8, Rev. 2, January 1981 Concrete wall of pier at the northeast end of Malone Street in Jackson s Point. Tablet set vertically in top of wall, 30cm S/W of the N/W end of wall, 3m north of boathouse and 9m south of the centre of Malone Road.
8 G-25 Town of Georgina BM Elevation m ( ft.) Rim of sanitary manhole of most southerly manhole on South Drive. North of Metro Road.
9 G 28 Town of Georgina BM Elevation m ( ft) X on top of N/W corner of concrete box culvert under Highway 48 at Sunset Beach Road. X has been spray painted for visibility of BM.
10 G 30 Town of Georgina BM Elevation m ( ft.) Top of concrete base of east flag pole marked X in front of the Lions Centre. VGB floor elevation of Lions ft.
11 G 32 M.T.C. Precise BM Elevation m Lat , Long (Route 148) Concrete and steel bridge on Highway 48 over Pefferlaw River at Pefferlaw, 142.3m east of Pefferlaw Road (Y.R. 21) 113.1m west of Riverbank Drive and 7.9m south of centreline of Highway 48. Tablet set horizontally in south face at west end of concrete coping, 81cm east of S/W corner, 11cm below top of copying and 70cm above ground level.
12 G 33 M.T.C. Precise BM Elevation m Lat , Long (Route 148) Steel and concrete bridge on Highway 48 over C.N.R. crossing, 1.5km east of the Pefferlaw River at Pefferlaw, 1.1km west of Port Bolster Road (Durham Regional Road 23) and 7.0m north of existing centreline of Highway 48. Tablet set horizontally in north face of bridge coping, 82cm west of N/E corner, 18cm below top of coping and 82cm above ground level.
13 G 36 Town Of Georgina BM Elevation m. ( ft) Sutton - N/E corner of base of steel frame of Wotherspoon Type C.B. located S/S West Street (GMEL Subdivision) in hydro easement at E/S Lot 69, Plan M-22 (April 29, S.P.)
14 G 41 Town of Georgina BM Elevation m ( ft) Sutton - S/E bolt on base plate to flag pole base at Memorial Park at High Street and Burke Street.
15 G 43 Town of Georgina BM Elevation m. ( ft) Top rim of sanitary sewer, manhole no. 13 on Dalton Road and Baseline Road.
16 G (RMY) Elevation m Tablet (T.Y.R.C.) set vertically in concrete monument at the S/E corner of the intersection of Woodbine Avenue (Y.R. 8) and Ravenshoe Road (Y.R. 32). 46.5m east of existing centreline of Woodbine Avenue, 13.4m south of existing centreline of Ravenshoe Road (Y.R. 32), 40cm north of post and wire fence.
17 G (RMY) Elevation m Tablet set vertically in concrete monument at the N/E corner of the intersection of Ravenshoe Road (Y.R. 32) and Kennedy Road (Y.R. 3), 13.1m
18 G (RMY) Elevation m Storm sewer outlet into Lake Simcoe, 8.53m north of the existing centreline of Lakeshore Road and 10.7m west of the production of the existing centreline of Woodbine Avenue (Y.R. 8) in the Town of Georgina. Tablet set vertically in top of concrete head wall, 35cm east of west end of wall.
19 G (G.S.C.) Elevation m (61) (Quadrant S.E.) (Page 8, Rev. 2, January 1981) Iron pipe with brass cap at the south side of Baseline Road (Y.R. 8A) being 17.7m west of centreline of road allowance between Concession 6 and 7 in the Town of Georgina, 14.3m south of centreline of Baseline Road, 91cm below road level, 91cm north of existing wire fence.
20 G 59 M.T.C. Precise BM Elevation m Lat , Long (Route 148) Frame barn (owned by Mr. D. Crothers) at the north side of Highway 48, 2.3km east of post office in Village of Sutton, 1.2km west of Park Road (Y.R. 18) and 193.6m north of the existing centreline of Highway 48. Tablet set horizontally in south face of stone foundation wall, 5.3m west of S/E corner, 1.4m below framework, and 70cm above ground level.
21 G 60 M.T.C. Precise BM Lat , Long (Route 148) Elevation m (G.S.C.) Frame barn (owned by Mr. W. Sellers) at the east side of Highway 48, 0.9km south of post office in the Village of Sutton, 1.3km north of Latimer Road, 40.2m south of High Street (Y.R. 9) and 44.5m east of existing centreline of Highway 48. Tablet set horizontally in west face of concrete foundation wall, 11.4 metres south of S/W corner, 2.4m below framework, and 34cm above ground level.
22 G 63 M.T.C. Precise BM Elevation m Lat , Long (Route 148) Concrete and steel bridge on Highway 48 over the Black River at Baldwin, 196.6m south of Smith Boulevard, 0.4km north of Cryderman Side road and 6.1m east of existing centreline of Highway 48. Tablet set horizontally in east face of concrete coping at south end of bridge, 40cm north of S/E corner and 15cm below top of coping.
23 G 64 M.T.C. Precise BM Elevation m Lat , Long (Route 148) One and one half storey aluminium siding house (owned by Mr. Karl Heinz) on west side of Highway 48, 1.9km south of bridge over Black River at Baldwin, 2.7km north of jurisdiction of Highway 48 and Ravenshoe Road (Y.R. 32) and 27.2m west of existing centreline of Highway 48. Tablet set horizontally in south face of concrete foundation, 2.0m west of S/E corner, 40cm below aluminium and 34cm above ground level.
24 G RMY Elevation m Tablet set vertically in top of 76mm diameter concrete monument encased in plastic tubing, 52.9m north of Ravenshoe Road (Y.R. 32), 966 metres east of Highway 48, 10.4m east of existing centreline of road allowance between Lot 1, now defunct North Gwillimbury Township and Lot 1 (Miles Road), in the Town of Georgina.
25 G 67 M.T.C. Precise BM Elevation m Lat , Long (Route 148) Frame barn (owned by Mr. G. Karavlus) at the south side of Highway 48, 2.3km west of St. Anthony=s Catholic Church in the Village of Virginia, 4.2km east of post office in the Village of Sutton, 0.7km east of Park Road (Y.R. 18), and 167.6m south of the existing centreline of Highway 48. Tablet set horizontally in north face of concrete foundation wall, 40cm west of N/E corner, 1.46m below framework, and 37cm above ground level.
26 G RMY Elevation m (61) (Quadrant S.E.) (G.S.C.) (Page 8, Rev. 2, January 1981) One storey brick building (St. Anthony=s Catholic Church) at the north side of Highway 48 in the Village of Virginia. Tablet set horizontally in east face of corner stone (marked A1903") at the S/E corner of main entrance of building.
27 G S (G.S.C.) Elevation m (77) (Quadrant S.E.) (Page 8, Rev. 2, January 1981) Brick apartment house (S.S.# 9 Georgina, 1915) at the north side of Pefferlaw Road (Y.R. 21), 252m N/W of C.N.R. crossing in the Village of Pefferlaw. Tablet set horizontally in west face of concrete block foundation wall, 3.4m north of the S/W corner of building and fifth course below brickwork.
28 G 75 M.T.C. Precise BM Elevation m Lat , Long (Route 148) Steel rod with brass cap benchmark on the north side of Highway 48, 243.8m east of existing centreline of Port Bolster Road (Durham Region Road 23), 1.1km west of the junction of Highway 48 and Brock Township 14th Concession and 20.3m north of existing centreline of Highway 48. Benchmark set 11.9m east of centreline of gravel entrance to hydro right-of-way fence line and 79cm west of a black and yellow marker post.
29 G 88 Town of Georgina BM Elevation m Gwendolyn Subdivision (Prepared by Lloyd & Purcell Ltd. -- November 1994) Brass tablet set in concrete monument located in asphalt walkway (Block 18, Plan 65M-2609) between Metro Road and Sunbird Boulevard in the Town of Keswick. Said monument is 3.3m north of centreline intersection of Craigmawr Boulevard and Metro Road and 16.2m east of centreline of Metro Road. 0.3m north of a chain link fence.
30 G 90A Town of Georgina BM Elevation m Mid Park Subdivision (Prepared by Vladimir Krcmar Ltd. -- April 1995) Second Order Brass tablet set horizontally in concrete monument located within the pumping station area along Wexford Drive 28.1m from the centreline of Wexford Drive and 7.9m from the centreline of the municipal asphalt walkway lying to the west of the pumping station.
31 G 91 Town of Georgina BM Elevation m Mid Park Subdivision (Prepared by Vladimir Krcmar Ltd. -- August 1992) Second Order Brass tablet set horizontally in concrete monument location 14.40m from the first manhole south of Block 215 on Verona Crescent and 7.65m from the concrete curb.
32 G 93 Town of Georgina BM Elevation m Rinor and Tonor Subdivision (Prepared by Sexton McKay Limited - August 1992) Brass cap in concrete monument located on south side of Annamaria Drive in the Village of Keswick opposite 12 Annamaria. Monument is 10.5m south of the centreline of pavement and 2.7m east of a chain link fence located along the westerly limit of Block 52, Plan 65M-2480.
33 G 94 Town of Georgina BM Elevation m Homestead Subdivision (Prepared by Sexton McKay Limited -- July 1994) Brass cap set vertically in the east corner of the top of the concrete storm water outfall on the west side of Litner Crescent, 67m south of the centreline of Tulip Street.
34 ~ TOWN OF GEORGINA BENCHMARK PHOTOS G 96 Town of Georgina BM Elevation m Glenmeadows (Prepared by R.A. Garden Limited -- June 1992 Brass cap in concrete tube as per Town requirements (M-9) placed in the N/E corner of Hodgins Avenue and Biscayne Boulevard 1.46m east of centre of concrete curb gutter and 1.5m north of north side of sidewalk. There is a Bell pad 4.75m east.
35 G 99 Town of Georgina BM Elevation m Hollywood Subdivision (Prepared by R.A.Garden Limited November 1993) Located in S/W corner of the intersection of Hollywood Drive and Tampa Drive. Located 10.3m south of the centreline of asphalt of Hollywood Drive and 12.2m west of the centreline of asphalt of Tampa Drive approximately 3.15m west of the north-south sidewalk along Tampa Drive. Located in daylighting of Lot 15, Plan 65M-2766.
36 G 101 Town of Georgina BM Elevation m GMEL Subdivision (Prepared by R. A. Garden Limited - September 1991) 1" square steel rod with brass cap placed in the N/E part of Block C, as shown on Plan M-22, being 12.80m from the most southerly corner of the brick house know as 46 West Street (Lot 79) and 11.28m west of the centreline of West Street.
37 G 106 Town of Georgina BM Elevation m Audubon Way Subdivision (Prepared by R.A. Garden Limited - June 1991) 1" square steel rod with brass cap on south end median in centre of Audubon Way, 113m more or less south of centreline of road allowance between Concession 3 and 4 (Known as Smith Boulevard). Benchmark is 1.54m north of south end of median and 2.10m west of east face of median.
38 G 115 Town of Georgina BM Elevation m Keswick Heights Townhouse Development Registered Plan 65M-3315 (Prepared by E. R. Garden Limited) Brass Cap set in concrete per Town of Georgina Standard having an elevation of metres. The monument is 11.3 metres north of Glenwoods Avenue and 10.8 metres west of Lancaster Court. It is 6.6 metres southeast of the southeast corner of garage on Unit 2.
39 G 116 Town of Georgina BM Elevation m Clarlyn Subdivision - Registered Plan 65M-3208 (Prepared by E. R. Garden Limited December 2000) Brass tablet set horizontal in the top of a headwall concrete outfall on the west side of Lake Drive opposite the entrance to Clarlyn Drive. 12.8m west of centreline of Lake Drive, 0.4m south of the north end of the concrete wall.
40 G 119 Town of Georgina BM Elevation m Victorian Village Townhouse Development (Prepared by E. R. Garden Limited August 24, 2004) Brass cap set in concrete and stamped G-119 monument can be found at the northeast corner of the intersection of Old Homestead Road and Hattie Court, metres north of centreline of Old Homestead Road and 6.30 metres east of centreline of Hattie Court.
41 G 121 Town of Georgina BM Elevation m Simcoe Shores Subdivision Phase l - Registered Plan 65M-3384 (Prepared By E.R. Garden Limited - January 26, 2004) Brass cap set in concrete. Monument can be found at the southeast corner of the intersection of The Queensway and Dovedale Drive, 32.8 metres east of the centre line of The Queensway and 8.7 metres south of the centre line of Dovedale Drive.
42 G 130 Town of Georgina BM Elevation m Simcoe Landing Subdivision Phase I Registered Plan 65M-3378 (Prepared by Holding Jones Vanderveen Inc. June 07) Brass cap tablet set horizontally in concrete monument, 130 metres east of the centreline of The Queensway South and 16.6 metres north of the centreline of Ravenshoe Road, metres south of a stucco building and 3.45 metres east of the production southerly of the west wall of the same building, metres west of the southwest corner of a board fence.
43 G 132 Town of Georgina BM Elevation m Simcoe Landing Subdivision Phase I Registered Plan 65M-3538 (Prepared by Holding Jones Vanderveen Inc. June 07) Brass cap tablet set horizontally in concrete monument, 11.7 metres south of the centreline of Joe Dales Drive and 45 metres west of the easterly end of Joe Dales Drive, 7.05 metres west of the end of the concrete sidewalk and on the production northerly of the east wall of the pumping station, 9.20 metres north of the corner.
44 G 134 Town of Georgina BM Elevation m Simcoe Landing Subdivision Phase I Registered Plan 65M-3378 (Prepared by Holding Jones Vanderveen Inc. June 07) Brass cap tablet set horizontally in concrete monument, 18.5 metres north of the centreline of Ravenshoe Road and 90 metres east of the centreline of Thornlodge Drive, 6.10 metres from the southeast corner of the box culvert under Ravenshoe Road and metres west of the light standard to the east.
45 ~ TOWN OF GEORGINA BENCHMARK PHOTOS G 135 Town of Georgina BM Elevation m Prepared by Dino Astri Surveying Ltd. April 11 Cedarwood Subdivision Registered Plan 65M-3797 Brass tablet set horizontally in concrete bridge foundation located in Block 143, Plan 65M-3739 east of Glendower Crescent south of Arlington Drive.
46 G 136 Town of Georgina BM Elevation m Prepared by Dino Astri Surveying Ltd. April 11 Cedarwood Subdivision Registered Plan 65M-3859 Brass tablet set horizontally in concrete headwall of storm water management pond in Block 101, Plan 65M south of Glendower Crescent.
47 ~ TOWN OF GEORGINA BENCHMARK PHOTOS (R.M.Y.) Elevation m Regional Municipality of York BM Water spheroid on west side of Dalton Road (Y.R. 9), 0.9 kilometres north of Baseline Road (Y.R. 8A). Table set horizontally in southeast face of spheroid, 23cm east of door and 35cm above ground level.
48 424-S Quadrant S.E. (G.S.C.) Elevation m Page #8, Rev. #2, Jan One storey brick building (Virginia Community Club Hall) at the northwest corner of the intersection of Highway #48 and Virginia Beach Road in the Village of Virginia. Table set horizontally in the south face of concrete foundation wall, 3.66 metres east of the southwest corner of building and 38cm below brickwork. (Formerly public school (1912)
49 M.T.C. Precise BM Elevation m Lat , Long (Route 148) Yellow brick school (Morning Glory Public School) on north side of Highway 48, 3.5km east of St. Anthony s Church in the Village of Virginia, 2.2km west of the Pefferlaw River at Pefferlaw, 1.3km east of Duclos Road, 0.6km west of Weirs Sideroad (Y.R. 81) and 56.4m north of centreline of Highway 48. Tablet is set horizontally in south face of concrete foundation, 13.2m east of centre entrance of school, 9cm below brickwork at ground level.
TOWN OF AJAX GEODETIC BENCHMARKS 2007 EDITION
TOWN OF AJAX GEODETIC BENCHMARKS 2007 EDITION TOWN OF AJAX GEODETIC BENCHMARKS NOTES: 1. Series 100 to 400 Benchmarks were established in 1980 by the Firm of Horton, Wallace and Davies Limited from first
Chapter 9 Questions Legal Descriptions
Chapter 9 Questions Legal Descriptions 1. How many acres are in a lot that is 1/4 of a mile wide by 1/4 of a mile long? a. 10 b. 120 c. 40 d. 80 2. The numbering of sections in a township begins in the
CHAPTER 4 LEGAL DESCRIPTION OF LAND DESCRIBING LAND METHODS OF DESCRIBING REAL ESTATE
r CHAPTER 4 LEGAL DESCRIPTION OF LAND DESCRIBING LAND A legal description is a detailed way of describing a parcel of land for documents such as deeds and mortgages that will be accepted in a court of
CITY OF VAUGHAN SCHEDULE O LOT GRADING DESIGN FOR RESIDENTIAL DEVELOPMENT
Page 1 CITY OF VAUGHAN SCHEDULE O LOT GRADING DESIGN FOR RESIDENTIAL DEVELOPMENT CIVIC CENTRE 2141 MAJOR MACKENZIE DRIVE MAPLE ONTARIO L6A 1T1 905-832-2281 Page 2 SECTION 1 - GENERAL OBJECTIVES To provide
SECTION 08000 STORM DRAINAGE TABLE OF CONTENTS
SECTION 08000 STORM DRAINAGE 08010 DESIGN A. Location B. Sizing TABLE OF CONTENTS 08020 MATERIALS A. Pipe Materials B. Structure Materials C. Installation D. Inlets and Outlets 08030 INSPECTIONS AND TESTING
PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE
REGION OF PEEL PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE Storm Sewer Design Criteria REVISED July 2009 PUBLIC WORKS STORM SEWER DESIGN CRITERIA TABLE OF CONTENTS 1.0
SECTION 6A STORM DRAIN DESIGN Mar. 2002 S E C T I O N 6A STORM DRAIN - DESIGN
S E C T I O N 6A STORM DRAIN - DESIGN 6A.l Scope 6A.2 Storm Water Quantity 6A.3 Storm Drain Hydraulics 6A.4 Depths 6A.5 Locations 6A.6 Curved Storm Drains 6A.7 Manholes 6A.8 Catch basins 6A.9 Storm Drain
Architectural Condition Survey
Architectural Condition Survey Santa Fe Railroad / AMTRAK Depot, Lawrence. Kansas for the City of Lawrence, 2002 Survey: (student) PI: William Carswell, Associate Dean, School of Architecture, University
FORMULA FOR FINDING THE SQUARE FEET OF A RECTANGLE L x W = A
UNIT I REAL ESTATE MATH AREA MEASUREMENTS FORMULA FOR FINDING THE SQUARE FEET OF A RECTANGLE L x W = A Where: A = Area L = Length W = Width If the length = 30 and the width = 20 20 x 30 = 600 Sq. Feet
The checklist utilized by the Authority will be similar to that which is shown below. Project Name: Location: Consulting Engineering Firm:
Page 1 of 6 Section 1. PURPOSE This policy is an Engineering checklist of the Local Review Program for sanitary sewer improvement projects by the Bedford Regional Water Authority ( Authority ). Section
CHAPTER 8 - LAND DESCRIPTIONS
CHAPTER 8 - LAND DESCRIPTIONS Notes: While the location of land is commonly referred to by street number and city, it is necessary to use the legal description in the preparation of those instruments relating
TOPOGRAPHICAL SURVEY REPORT - PART OF L.R No. 7413/11 Done on February 2015 at International Union for Conservation of Nature (IUCN) Eastern African
TOPOGRAPHICAL SURVEY REPORT - PART OF L.R No. 7413/11 Done on February 2015 at International Union for Conservation of Nature (IUCN) Eastern African Regional Office 01 CHAPTER ONE Checklist Page 2 of 8
PROJECT COST ESTIMATE ASSUMPTIONS AND EXCLUSIONS
C PROJECT ESTIMATE ASSUMPTIONS AND EXCLUSIONS In support of the alternatives development process, preliminary cost estimates were prepared for each of the three Candidate Build Alternatives. The cost estimates
Chapter 7: Land Descriptions
Chapter 7: Land Descriptions 7. Land Descriptions An * in the left margin indicates a change in the statute, rule or text since the last publication of the manual. I. Introduction While the location of
UPDATED FUNCTIONAL SERVICING and STORMWATER MANAGEMENT REPORT
TRAFALGAR ENGINEERING LTD. #1-481 Morden Road Oakville Ontario L6K 3W6 UPDATED FUNCTIONAL SERVICING and STORMWATER MANAGEMENT REPORT Fernbrook Homes (Bronte 15) Limited 3059/3047 Lakeshore Road West TOWN
Weekend Cabin Retreat Project Site Plans
Weekend Cabin Retreat Project Site Plans Sacramento City College EDT 300/ENGR 306 EDT 300/ENGR 306 - Site Plans 1 Cabin Project Site Plan/Bubble Diagram - Assignment 1 =10-0 Floor Plan - Assignment 1/4
SECTION 5 DRAFTING STANDARDS
SECTION 5 DRAFTING STANDARDS 1 SECTION FIVE TABLE OF CONTENTS Description Page TABLE OF CONTENTS... 5-2 GENERAL... 5-3 DRAFTING STANDARDS... 5-5 DRAFTING MINIMUM REQUIREMENTS HANDOUT... 5-8 2 GENERAL 1.
Chapter 9 Sanitary Sewers
Chapter 9 Sanitary Sewers S:/Engineering/Design Standards/Chapter 9 12/29/2014 Section 9.1 Topic General Requirements Chapter 9 Sanitary Sewers Page 9-1 9.2 Plan Submittals 9-1 9.3 Determination of Flow
CHAPTER 17: STORM SEWER STANDARDS. 17.00 Introduction. 17.01 Administration. 17.02 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
Certificate of Appropriateness Applications
Certificate of Appropriateness Applications Huntsville Historic Preservation Commission August 10, 2015 Applicant: Philip Buzzetta Submission Date: 07/07/15 Architectural Style: Dutch Colonial Status:
CHAPTER 5. Storm Sewer
CHAPTER 5 Storm Sewer A. Introduction All proposed developments shall have a properly designed and constructed storm water conveyance system. This chapter deals only with the conveyance system. Storm water
CD i -STREETS- Detail #
-STREETS- Detail # 3000 Vertical Curb, Gutter and Sidewalk 3010 Low-Profile Curb, Gutter and Sidewalk 3020 Rolled Curb, Gutter and Sidewalk 3030 Separated Sidewalk, Curb & Gutter 3040 Sidewalk Staged Construction
Township of Enniskillen. Asset Management Plan
Township of Enniskillen Asset Management Plan 2014 1 TABLE OF CONTENTS Page A. Introduction 3 B. State of Local Infrastructure 4 C. Desired Levels of Service 7 D. Asset Management Strategy 8 E. Financing
APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND WATER AND SEWER PIPELINES IN THE VICINITY OF TRANSPORTATION FACILITIES UNDER THE
APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND WATER AND SEWER PIPELINES IN THE VICINITY OF TRANSPORTATION FACILITIES UNDER THE JURISDICTION OF ALBERTA TRANSPORTATION 1.0 Application Procedures 2.0
Guidelines for Fiber Optic Cable Permits
Guidelines for Fiber Optic Cable Permits NOVA District (Fairfax/Arlington) Permits www.virginiadot.org/business/fairfax-permits-main.asp Email: [email protected] 14685 Avion Parkway
89 Avenue Road GP Ltd. Functional Servicing and Stormwater Management Report for 89 Avenue Road Re-Development City of Toronto
89 Avenue Road GP Ltd. Functional Servicing and Stormwater Management Report for 89 Avenue Road Re-Development City of Toronto Prepared By: R.J. Burnside & Associates Limited 6990 Creditview Road, Unit
VILLAS OF TRADITIONS AT GREY OAKS
Report of Turnover Survey VILLAS OF TRADITIONS AT GREY OAKS Grey Oaks Development Naples, Collier County, Florida Forge Engineering Project Number 2907-001.01 March 2015 Richard P..Lundberg, P.E cn=richard
FY11 Sanitary Sewer Main Rehab and Point Repair Bid Tabulation
644-10-569 Page 1 of 9 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING
DOMINION LAND SURVEY. COMPOSED AND PRODUCED BY : Chris Rule. Permission is granted for use by acknowledging the author s name.
COMPOSED AND PRODUCED BY : Chris Rule Permission is granted for use by acknowledging the author s name. The Dominion Land Survey System was initiated by the Canadian Government in 1869 for settlement purposes.
SECTION III DRAINAGE
SECTION III DRAINAGE TOC-III.1 of 5 TABLE OF CONTENTS DRAINAGE FACILITIES No. Title D-1 Standard Underdrains D-2 Longitudinal Underdrain for Flexible Paving D-3 Spring Control Method & Detail D-4 Trench
ENGINEERING DESIGN GUIDELINES. for SUBDIVISIONS OR COMMERCIAL DEVELOPMENTS
ENGINEERING DESIGN GUIDELINES for SUBDIVISIONS OR COMMERCIAL DEVELOPMENTS City of Birmingham Department of Planning, Engineering and Permits Engineering Division Office of the City Engineer 2008 TABLE
(As amended by By-law 68-2014) By-law 78-91 of The Corporation of the City of Oshawa
(As amended by By-law 68-2014) By-law 78-91 of The Corporation of the City of Oshawa being a by-law to regulate and control the use of skateboards, bicycles and similar devices within the City of Oshawa.
March 19, 2014. Ms. Jean McDonald CAP Management 910 16th Street, Suite 1010 Denver, Colorado 80202
Ms. Jean McDonald CAP Management 910 16th Street, Suite 1010 Denver, Colorado 80202 Re: Prospector s Point Walkway/Façade Repairs Martin/Martin, Inc Project No.: 13.0358.S.02 Ms. McDonald: Per your request
CHAPTER 6 SEWER SYSTEM DESIGN STANDARDS
CHAPTER 6 SEWER SYSTEM DESIGN STANDARDS TABLE OF CONTENTS CHAPTER 6 SEWER SYSTEM DESIGN STANDARDS 6.00 Objective Page 1 6.01 Additional Referenced Standards Page 2 6.02 Special Design Problems Page 2 6.03
Kingsbury Run Greenway Project
Kingsbury Run Greenway Project Slavic Village Development & Burton, Bell, Carr Project Goals Create Conceptual Plans and Cost Estimate. Coordinate with other ongoing and future projects in the area. Description
Modern Real Estate Practice in Illinois, 6 th Edition Filmore W. Galaty, Wellington J. Allaway, Robert C. Kyle Laurie MacDougal, Consulting Editor
Filmore W. Galaty, Wellington J. Allaway, Robert C. Kyle Laurie MacDougal, Consulting Editor Chapter 9 Review Quiz 1. The numbering of sections in a township begins in the section in the a. northeast corner
SANITARY SEWER SPECIFICATIONS
SANITARY SEWER SPECIFICATIONS OCTOBER 2003 HARVEST-MONROVIA WATER, SEWER, AND FIRE PROTECTION AUTHORITY SECTION 1.00 1.10 Purpose The purpose of this document is to assemble the sewer specifications, policies,
MID-TOWN RE-DEVELOPMENT
FOR SALE MID-TOWN RE-DEVELOPMENT 293 MACPHERSON AVENUE, TORONTO, ON Property Description > 21,135 square feet > 153.25 feet frontage, 89.63 feet depth > Site area: 13,735 SF > Zoning: ID2.5 Legal Description
UNIT PRICE LIST January 2009
UNIT PRICE LIST January 2009 1 INTRODUCTION The purpose of the Unit Price List is to provide a resource for the preparation of cost estimates for subdivisions and permit projects and should be used only
City of Springboro 320 West Central Avenue, Springboro, Ohio. Planning Commission Regular Meeting. Wednesday, June 25, 2014
City of Springboro 320 West Central Avenue, Springboro, Ohio Wednesday, I. Call to Order and Roll Call Chairperson Hans Landefeld called the Springboro Planning Commission Meeting to order at the Springboro
For Sale - $11,000,000 - Negotiable Excellent User Opportunity -
4770 White Plains Road Bronx, New York For Sale - $11,000,000 - Negotiable Excellent User Opportunity - Jerry Houlihan GHP Office Realty One West Red Oak Lane White Plains, New York 10604 Phone: 914.642.9300
MILWAUKEE CITY HALL FOUNDATION RESTORATION. Project Update November 12, 2014
MILWAUKEE CITY HALL FOUNDATION RESTORATION Project Update November 12, 2014 Milwaukee City Hall Building History/Fast Facts - City Hall is a masonry and iron superstructure - Originally constructed from
CITY OF VISTA STANDARD DRAWINGS (PRELIMINARY, FOR REVIEW)
CITY OF VISTA STANDARD DRAWINGS (PRELIMINARY, FOR REVIEW) January, 2013 THIS SHEET INTENTIONALLY LEFT BLANK TABLE OF CONTENTS DRAINAGE STRUCTURES DRN-01 Corrugated metal pipe drop inlet DNR-02 Storm Drain
FY08 SEWER POINT REPAIRS BID TABULATION
6-07-831 Page 1 of 12 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING "
Residential Building Permits Information
City of Bonham Building Department 514 Chestnut St. Bonham, Texas 75418 OFFICE: (903) 583-7555 FAX: (903)583-5761 Residential Building Permits Information Application for Permits: To apply for a permit,
SANITARY SEWER PROJECT COST ESTIMATES & LOCATION MAPS. Appendix D
SANITARY SEWER PROJECT COST ESTIMATES & LOCATION MAPS Appendix D RIVERDALE CITY CAPITAL FACILITIES PLAN SANITARY SEWER Engineer's Cost Estimate January 2009 Project Name: Riverdale Road - Rumbi Grill -
The Lambton County Homeowner's BUILDING PERMIT INFORMATION GUIDE
The Lambton County Homeowner's BUILDING PERMIT INFORMATION GUIDE BUILDING SERVICES DEPARTMENT 789 Broadway Street, Box 3000 Wyoming, ON N0N 1T0 Telephone: 519 845-0801 Toll-free: 1-866-324-6912 Fax: 519
Premium Downtown Orlando Location 500 N. Orange, Orlando, FL 32801
Premium Downtown Orlando Location 500 N. Orange, Orlando, FL 32801 Orange County Courthouse Bank of America 279 Apts. + Retail on 2.02 acres Orlando Sentinel Proposed Mega-Development 2.25 Acres Large
ADA POST INSPECTION CHECKLIST. Job No. Route County Location
ADA POST INSPECTION CHECKLIST Job No. Route County Location SIDEWALKS All sidewalks constructed within the project limits are ADA compliant. Sidewalks are 5 or greater in width. Exception, existing sidewalks
BERMUDA MARITIME SECURITY (HARBOUR AREAS) (RESTRICTED ZONES) ORDER 2010 BR 79 / 2010
QUO FA T A F U E R N T BERMUDA MARITIME SECURITY (HARBOUR AREAS) (RESTRICTED ZONES) ORDER BR 79 / The Governor, in exercise of the powers conferred by section 12 of the Maritime Security Act 1997, makes
Historic Preservation Certification Application Part 2 343-345 Main Street West South Haven, Vermont NPS Project No. 12345
Exterior Features 1 site and drainage 2 foundation 3 wood siding and trim 4 exterior doors 5 windows / storm windows 6 porches front and rear 7 chimneys 8 roofing Interior Features 9 frame 10 basement
CHAPTER 4 STORM DRAINAGE SYSTEMS
CHAPTER 4 STORM DRAINAGE SYSTEMS 4.1 Overview... 4-1 4.1.1 Introduction... 4-1 4.1.2 Inlet Definition... 4-1 4.1.3 Criteria... 4-1 4.2 Pavement Drainage... 4-2 4.2.1 Introduction... 4-2 4.2.2 Storm Drain
SECTION 02530 STORM DRAINAGE STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.
02530-1 of 5 SECTION 02530 STORM DRAINAGE STRUCTURES 02530.01 GENERAL A. Description Storm drainage structure construction shall include, but not necessarily be limited to, furnishing and installing or
Understanding Land Measurement and Legal Descriptions
Lesson A2 1 Understanding Land Measurement and Legal Descriptions Unit A. Mechanical Systems and Technology Problem Area 2. Soil and Environmental Technology Systems Lesson 1. Understanding Land Measurement
Basic Lesson: Pythagorean Theorem
Basic Lesson: Pythagorean Theorem Basic skill One leg of a triangle is 10 cm and other leg is of 24 cm. Find out the hypotenuse? Here we have AB = 10 and BC = 24 Using the Pythagorean Theorem AC 2 = AB
SEWER LINE EXTENSION DESIGN CHECKLIST
SEWER LINE EXTENSION DESIGN CHECKLIST SWLE# Utilities Staff Date DISCLAIMER - This checklist is provided to Consulting Engineers for the express purpose of assisting them in compiling design plans for
CITY OF ANN ARBOR PUBLIC SERVICES PLAN REVIEW CHECKLIST
CITY OF ANN ARBOR PUBLIC SERVICES PLAN REVIEW CHECKLIST NOTE: The following list shall only be used as a guide and shall not be used in lieu of the specifications found in the CITY OF ANN ARBOR PUBLIC
BROWNSVILLE STRUCTURES STUDY. July 2012. Prepared by. LDA ARCHITECTS 33 Terminal Way, Suite 317 Pittsburgh, Pennsylvania 15219 1208
BROWNSVILLE STRUCTURES STUDY July 2012 Prepared by LDA ARCHITECTS 33 Terminal Way, Suite 317 Pittsburgh, Pennsylvania 15219 1208 TABLE OF CONTENTS I. SUMMARY OF BUILDING ANALYSIS.. 1 II. INDIVIDUAL BUILDING
Gardnerville Water Company Regular Board Meeting Minutes Tuesday, April 8, 2014 5:00 p.m. Board Room 1579 Virginia Ranch Rd Gardnerville, NV 89410
Gardnerville Water Company Regular Board Meeting Minutes Tuesday, April 8, 2014 5:00 p.m. Board Room 1579 Virginia Ranch Rd Gardnerville, NV 89410 Board Members Present: Barbara Henningsen, Chairman Mark
First American Title Insurance Company. National Commercial Services
Page Number: 1 National Commercial Services 1850 Mt. Diablo Blvd., Suite 300 Walnut Creek, CA 94596 Lawrence Dunnigan Port Of Oakland 530 Water Street Oakland, CA 94607 Phone: (510)627-1100 Escrow Officer:
MINIMUM STANDARDS OF ACCURACY, CONTENT AND CERTIFICATION FOR SURVEYS AND MAPS ARTICLE I. TYPES OF SURVEYS
MINIMUM STANDARDS OF ACCURACY, CONTENT AND CERTIFICATION FOR SURVEYS AND MAPS ARTICLE I. TYPES OF SURVEYS Current with material published in Conn.L.J. through 5/13/08 Sec. 20-300b-1. General There are
R&S. August 2014 Prepared by RandS Associated Srl. 1. Introduction
Building Engineer UK Registration Board n.075077h Design and Access Statement for Application for Planning Permission for demolition of a garage and construction of an extension to an existing Victorian
City of Hilshire Village Pine Creek Ln Reconstruction
City of Hilshire Village Pine Creek Ln Reconstruction OVERVIEW The City will be soliciting bids for the Pine Creek Reconstruction Project with construction scheduled to begin in January 2015. This project
AIR RELEASE, CLEANOUT, AND SEWER MANHOLES
AIR RELEASE, CLEANOUT, AND SEWER MANHOLES **From Hartford IM BLDG(10) DESCRIPTION. This work shall consist of the construction of air release, cleanout, and sanitary sewer manholes; and the furnishing
AREA: 2.37 acres NUMBER OF LOTS: 1 FT. NEW STREET: 0 LF. Single-family, Non-conforming machine shop
FILE NO.: Z-8958 NAME: Rock Structure Repair Short-form PID LOCATION: Located at 8024 Stanton Road DEVELOPER: Rock Structure Repair Attn. Rudy Gutierrez 3 Kipling Court Little Rock, AR 72209 ENGINEER:
A0 SHEET 1 OF 5 400 LOCUST STREET FRANKFORT, KANSAS 66427 FRANKFORT, KANSAS 66427 ROOF REPAIR OF THE 400 LOCUST STREET
POYNTZ AVENUE, STE 9 MANHATTAN, KS 0..0..9 FAX WEST th STREET JUNCTION CITY, KS.... FAX 0, Bruce McMillan AIA, Architects, P.A. HERITAGE TRUST FUND GRANT PROJECT NO. 0-0 ROOF REPAIR OF THE 00 LOCUST STREET
Government Charges and Fees on New Homes in the Greater Toronto Area
Government Charges and Fees on New Homes in the Greater Toronto Area REVISED FINAL REPORT July 23, 2013 Homes in the Greater Toronto Area Prepared for: Building Industry and Land Development Association
FOR SALE Office Building
1712 West State Street Bristol, Tennessee 37620 State TR # 13-11-003 Open house on April 26, 2016 from 1:00-3:00pm EST FOR SALE Office Building OFFERING MEMORANDUM Contact Information Jeff Jones 615-445-9984
MUNICIPAL ENGINEERING RESIDENTIAL SUBDIVISON STANDARDS
Infrastructure and Public Works Department Engineering Services City of Mount Pearl Telephone: (709) 748-1018 3 Centennial Street Fax: (709) 748-1150 Mount Pearl, NL E-mail: [email protected]
Basic Elements of Reading Plans
Center for Land Use Education and Research at the University of Connecticut Basic Elements of Reading Plans University of Connecticut. The University of Connecticut supports all state and federal laws
C-2 Construction, Inc. - NAICS Codes
C-2 Construction, Inc. - NAICS Codes 212313 - Crushed and Broken Granite Mining and Quarrying This U.S. industry comprises: (1) establishments primarily engaged in developing the mine site, and/or mining
VDOT 2001 Road and Bridge Standards Section 100 - Drainage Items
VDOT 2001 Road and Bridge s Page Title EW-1 EW-1A 101.01 Endwall for Pipe Culverts 12" - 36" Circular and 23" X 14" - 53" X 34" Elliptical Pipes EW-1PC EW-1APC 101.02 Precast Endwall for Pipe Culverts
Lot Number. City. Architect Name SUBCONTRACTORS - COMPLETE AND ATTACH LIST ON PAGE 4
New Construction Permit Application Village of Shorewood Building Division One Towne Center Blvd Shorewood, IL 60404 (815)553-2310 Fax (815)744-6766 SUBMISSION CHECKLIST - Complete this application and
FDOT DBE CERTIFICATION NAICS CODE GUIDE WITH CAP SIZES
NAICS CODE Highway, Street, and Bridge Construction SIZE CAP ($ MIL) 237310 Asphalt Roadway (includes 300, 320, 327, 330, 334, 336, 337, 338) Application of prime and tack coats, leveling surfaces and
DESIGN AND ACCESS STATEMENT PLANNING APPLICATION. 25 Gilston Road, SW10 9SJ June 2015
DESIGN AND ACCESS STATEMENT PLANNING APPLICATION 25 Gilston Road, SW10 9SJ June 2015 CONTENTS 1.0 INTRODUCTION 2.0 SITE & CONTEXT 2.1 SITE CONTEXT 2.2 CONSERVATION AREA 3.0 BACKGROUND 3.1 RELEVANT PLANNING
DECISION/DIRECTION NOTE
DECISION/DIRECTION NOTE Title: Proposed rezoning new residential zone PDE file MPA1500006 150 Stavanger Drive Date Prepared: April 12, 2016 Report To: Chair and Members, Planning and Development Committee
CLIENT. Inspection Report. 271 Front St. Alert Bay, B.C. Island Building Inspections V ANCOUVER I SLAND B. C.
CLIENT Inspection Report 271 Front St. Alert Bay, B.C. Island Building Inspections 2013 V ANCOUVER I SLAND B. C. Elevation Photos For the Property at 271 Front Street Alert Bay, BC ELEVATION PICTURES Front
EXHIBIT "A. Technical Specifications for Water and Sewer Service Lines
EXHIBIT "A Technical Specifications for Water and Sewer Service Lines Water and Sewer Line Bedding and Backfill: Drawings show cross-section of trench, pipe laid on top of 6" min. bedding material, bedding
MAP KEYS GLOSSARY FOR THE DRAINAGE AND WATER REPORT
Record MAP KEYS GLOSSARY FOR THE DRAINAGE AND WATER REPORT Abandoned Gravity Private Combined Gravity Private Foul Gravity Private Surface Water Gravity Public Combined Gravity Public Foul Gravity Public
FILE NO.: Z-8403. LOCATION: Located on the Northeast and Southeast corners of West 12 th Street and Dennison Street
FILE NO.: Z-8403 NAME: Glason Short-form POD LOCATION: Located on the Northeast and Southeast corners of West 12 th Street and Dennison Street DEVELOPER: Dennis Glason c/o the Law Office of Simmons S.
Rural Settlement Patterns
Rural Settlement Patterns A summary with pictures. Courtesy of Crescent School There are three types of rural settlement patterns that occurred where large numbers of people settled: the long lots of
SECTION 3 SANITARY SEWER DESIGN
SECTION 3 SANITARY SEWER DESIGN 3.1 GENERAL DESIGN CRITERIA 3.1.1 Requirement for Sanitary Sewer 3.1.2 Design Approval 3.1.3 IEPA Permit Required 3.1.4 Differentiation Between Public and Private Sanitary
Electric Engineering Division FIBER CONDUIT RULES AND REGULATIONS
Electric Engineering Division FIBER CONDUIT RULES AND REGULATIONS TABLE OF CONTENTS I. RULES AND REGULATIONS A. TABLE OF CONTENTS... 2 B. TERMS AND DEFINITIONS... 3 C. DEVELOPER S/CONTRACTOR S RESPONSIBILITIES...
PIPELINE ROUTING PERMIT. For A NATURAL GAS PIPELINE DAKOTA AND RAMSEY COUNTIES ISSUED TO NORTHERN STATES POWER COMPANY D/B/A XCEL ENERGY
PIPELINE ROUTING PERMIT For A NATURAL GAS PIPELINE IN DAKOTA AND RAMSEY COUNTIES ISSUED TO NORTHERN STATES POWER COMPANY D/B/A XCEL ENERGY PUC DOCKET No. G002/GP-05-1706 In accordance with the requirements
DESCRIPTION OF WORK:
DEPARTMENT OF PUBLIC WORKS COUNTY OF HENRICO P.O. BOX 27032 RICHMOND, VIRGINIA 23273 PERMIT NO. One (1) copy of application and four (4) copies of plans are hereby made to the Director of Public Works
DISTRICT OF COLUMBIA WATER AND SEWER AUTHORITY. a guide to PREVENTING SEWER BACKUPS AND FLOODING
DISTRICT OF COLUMBIA WATER AND SEWER AUTHORITY a guide to PREVENTING SEWER BACKUPS AND FLOODING Sewer backups and flooding can damage District homes and businesses. Sewer blockages are most commonly found
Engineering Specifications February, 2004 Schedule H to Bylaw 7452, Subdivision Bylaw Page 18
Schedule H to Bylaw 7452, Subdivision Bylaw Page 18 3.4 Sanitary Sewers 3.4.1 Materials 3.4.1.1 The class and type of pipe and fittings, together with required class of bedding and trench widths, shall
FOR IMMEDIATE RELEASE September 17, 2013 Contact:
NEWS RELEASE FOR IMMEDIATE RELEASE September 17, 2013 Contact: Diana L. Klink 757.514.4104 757.359.1845 Tim Kelley 757.514.4103 757.871.3039 UPDATE (Bridge Road/Mills Godwin Bridge) The work scheduled
The Town of Lakeshore Basement Flooding Information to Residents
The Town of Lakeshore Basement Flooding Information to Residents The following information is intended for residents that have homes connected to Municipal storm and sanitary sewers. However, rural residents
Based on the above, it is recommended that Lift Stations #1 and #3 be abandoned and their flows be diverted to the regional Lift Station #8.
Lakeside; Clairmont Heights; Portion of Clairmont currently serviced to Pump Station #2; Crossroads North and Crossroads South portion of flows that are diverted to Lakeside Trunk. It is understood that
BUILDING OVER OR NEAR WATER & SEWER MAINS POLICY
MURRAY SHIRE COUNCIL BUILDING OVER OR NEAR WATER & SEWER MAINS POLICY ADOPTED: 1 May 2012 1 BUILDING OVER OR NEAR WATER AND SEWER MAINS POLICY CONTENTS 1. Objective... 2 2. Requirements for Building Near
The Bond Release Process for New Subdivision Developments: An Overview for Homeowners Associations DRAFT 6-4-08. Revised 9-25-08
The Bond Release Process for New Subdivision Developments: An Overview for Homeowners Associations DRAFT 6-4-08. Revised 9-25-08 Fairfax County requires developers to post a performance bond if they are
Building, Plumbing, Electrical and Residential Water and Sewer Inspection Requirements
Building, Plumbing, Electrical and Residential Water and Sewer Inspection Requirements Charles County Government Planning and Growth Management P.O. Box 2150, La Plata, MD 20646 (301) 645-0692 Schedule
SCHEDULE 12 DBFO AGREEMENT EXECUTION VERSION 4. LANDS
SCHEDULE 12 LANDS 1. GENERAL 1.1 Capitalized Terms Capitalized terms used in this Schedule have the definitions as set out in the Agreement to Design, Build, Finance and Operate Southeast Stoney Trail,
Wastewater Collection System Supplemental Design Standards for Capital Improvement Program Projects
Wastewater Collection System Supplemental Design Standards for Capital Improvement Program Projects March 2013 i Metropolitan Sewer District of Greater Cincinnati Wastewater Collection System Supplemental