DOCSLIB.ORG

Street List with Lengths

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text

Load more

FALL RIVER STREETS AND LENGTHS STREET FROM TO LENGTH ABBOTT PLACE OSBORN STREET DEAD END 0.02 ABERDEEN STREET OMAN STREET GLASGOW STREET 0.19 ABINGTON LANE WINCHESTER LANE CUL DE SAC 0.07 ACACIA STREET NEW BOSTON ROAD DEAD END 0.06 ACE STREET COVE STREET PROBBER LANE 0.16 ADA STREET BRAYTON AVENUE PELHAM STREET 0.06 ADAMS STREET HOOD STREET HARVARD STREET 0.53 ADELAIDE STREET NAPOLEON STREET STAFFORD ROAD 0.11 AETNA STREET MONTAUP STREET STAFFORD ROAD 0.60 AIRPORT ROAD AIRPORT ROAD ROTARY RIGGENBACH ROAD 1.32 ALBANY STREET HIGHALND AVE. EAST DEAD END 0.48 ALBERT STREET STAFFORD ROAD BOYDEN STREET 0.42 ALBION STREET COUNTY STREET BEDFORD STREET 0.24 ALCO STREET HANCOCK STREET DEAD END 0.05 ALDEA STREET MERIDIAN STREET DEAD END 0.05 ALDEN STREET EAST WARREN STREET QUEQUECHAN STREET 0.64 ALFRED STREET PELHAM STREET BRAYTON AVENUE 0.06 ALICE STREET COLUMBUS DRIVE ALDEA STREET 0.06 ALLEN STREET GLOBE STREET HALL STREET 0.08 ALMOND STREET BRADFORD AVENUE FERRY STREET 0.32 ALMY STREET CORY STREET BROWNELL STREET 0.13 ALSOP STREET RUSSELL BROGAN BOULEVARD ROPER STREET 0.16 ALTON STREET NORTH MAIN STREET DEAD END 0.04 ALTY STREET PLEASANT STREET JEPSON STREET 0.06 ALUMNI WAY NEW BOSTON ROAD ELSBREE STREET 0.36 AMERICA STREET STAFFORD ROAD CLAY STREET 0.31 AMES STREET CARL STREET STAFFORD ROAD 0.32 AMITY STREET DEAD END DEAD END 0.46 ANAWAN STREET SOUTH MAIN STREET DEAD END 0.12 ANAWAN STREET WATER STREET POCASSET STREET 0.25 ANDERSON STREET ENDICOTT STREET BLEACHERY POND 0.06 ANDREWS STREET LAPLANTE STREET HOWLAND STREET 0.14 ANGELL STREET COUNTY STREET RUSSELL BROGAN BOULEVARD 0.17 ANN STREET NEWHALL STREET WOOD STREET 0.06 ANTHONY STREET MARIA STREET WILLIAM S. CANNING BOULEVARD 0.60 APPLE CREEK LANE NORTH MAIN STREET CUL DE SAC 0.12 APPLETON STREET WOODMAN STREET DEAD END 0.04 ARCH STREET BROADWAY SOUTH BEACH STREET 0.10 ARCHER STREET HIGHLAND AVENUE NORTH DEAD END 0.43 ARIZONA STREET COUNTY STREET EASTERN AVENUE 0.17 ARLINGTON STREET GRINNELL STREET DEAD END 0.05 ARNOLD STREET BAY STREET PRINCE STREET 0.07 ARPIN STREET OSBORN STREET DEAD END 0.03 ARTHUR STREET ASHLEY STREET SIDNEY STREET 0.11 ASH STREET CENTER STREET MIDDLE STREET 0.25 ASHLEY STREET NORTH MAIN STREET DEAD END 0.16 ASSONET STREET ATLANTIC BOULEVARD DEAD END 0.05 ATLANTIC BOULEVARD PEMBROKE STREET DEAD END 0.69 AUBURN STREET WEETAMOE STREET HOOD STREET 0.08 AUGUSTUS STREET RODMAN STREET CUL DE SAC 0.09 AUSTIN STREET EASTERN AVENUE NORTH DUNBAR STREET 0.26 BAILEY STREET DEAD END STATE AVENUE 0.09 BAILEY STREET SUMMIT STREET DEAD END 0.18 BAIRD STREET STEVENS STREET DEAD END 0.24 BAKER STREET BRAYTON AVENUE ALBERT STREET 0.17 BAKER STREET BUFFINGTON STREET BRAYTON AVENUE 0.37 FALL RIVER STREETS AND LENGTHS STREET FROM TO LENGTH BALDWIN STREET NORTH MAIN STREET DEAD END 0.14 BALLARD STREET OREGON STREET LINDSEY STREET 0.07 BANK STREET GREEN STREET SEABURY STREET 0.53 BANVILLE STREET WILSON ROAD DEAD END 0.05 BARCLAY STREET DWELLY STREET SLADE STREET 0.07 BARDSLEY STREET COUNTY STREET DEAD END 0.22 BARK STREET EASTERN AVENUE DEAD END 0.20 BARKER STREET BAY STREET LIBERTY STREET 0.08 BARLOW STREET HORTON STREET PLEASANT STREET 0.23 BARNABY STREET PEARCE STREET PROSPECT STREET 0.34 BARNES STREET EASTERN AVENUE DEAD END 0.44 BARRE STREET COUNTY STREET EASTERN AVENUE 0.12 BARRETT STREET PECKHAM STREET HAMLET STREET 0.11 BARROWS STREET SOUTH MAIN STREET DEAD END 0.03 BATES STREET STAR STREET DEAD END 0.16 BAY STREET WILLIAM STREET RHODE ISLAND STATE LINE 2.09 BAYLIES STREET DAVOL STREET WEST DEAD END 0.03 BAYLIES STREET NORTH MAIN STREET DURFEE STREET 0.05 BAYVIEW STREET SUMMIT STREET WOODMAN STREET 0.30 BAYVIEW STREET STATE AVENUE NORTH DEAD END 0.07 BEACH STREET BRADFORD AVENUE CUL DE SAC 0.22 BEACON STREET BRADFORD AVENUE DIVISION STREET 0.06 BEATTIE STREET NORTH QUARRY STREET CHAVENSON STREET 0.36 BEAUREGARD STREET SAVOIE STREET WEST DEAD END 0.12 BEAUREGARD STREET EDDY STREET NORTH WALL STREET 0.15 BEDARD STREET NOTRE DAME STREET EASTERN AVENUE 0.11 BEDFORD STREET DEAD END DURFEE STREET 1.89 BELDEN STREET NEW BOSTON ROAD DEAD END 0.06 BELL STREET COURTNEY STREET CANEDY STREET 0.03 BELL ROCK ROAD WILSON ROAD FREETOWN TOWN LINE 2.02 BELMONT STREET PRESIDENT AVENUE FRENCH STREET 0.33 BENJAMIN STREET SOUTH MAIN STREET TUTTLE STREET 0.08 BENTON STREET DOVER STREET MANCHESTER STREET 0.08 BERGERON STREET MERIDIAN STREET DEAD END 0.04 BERKLEY STREET WHIPPLE STREET SECOND STREET 0.09 BERLIN STREET BALDWIN STREET DEAD END 0.06 BEVERLY STREET MAPLE STREET LOCUST STREET 0.14 BIGELOW STREET DEAD END HANOVER STREET 0.15 BIRCH STREET SOUTH MAIN STREET DEAD END 0.63 BISHOP STREET NEWHALL STREET HANCOCK STREET 0.11 BLACKSTONE STREET NASHUA STREET TECUMSEH STREET 0.20 BLAINE STREET BULLOCK STREET LOCUST STREET 0.19 BLAKELY COURT NEW BOSTON ROAD DEAD END 0.06 BLISS STREET CRESCENT STREET HIGHLAND AVENUE NORTH 0.19 BLOSSOM HILL DRIVE BLOSSOM ROAD EAST CUL-DE-SAC 0.43 BLOSSOM ROAD BELL ROCK ROAD WESTPORT TOWN LINE 3.26 BODGE STREET BEDFORD STREET DEAD END 0.07 BOGLE STREET PLEASANT STREET HORTON STREET 0.17 BOND STREET OAK GROVE AVENUE NEWBURY STREET 0.06 BOOMER STREET PRESIDENT AVENUE BROWNELL STREET 0.07 BORDEN STREET HARTWELL STREET SECOND STREET 0.15 BOUTWELL STREET PLEASANT STREET ALDEN STREET 0.10 BOWEN STREET GLOBE STREET WALTER STREET 0.63 BOWERS STREET CENTER STREET DEAD END 0.07 BOWLER STREET QUARRY STREET CARLISA DRIVE 0.16 BOYDEN STREET ALBERT STREET BRAYTON AVENUE 0.17 FALL RIVER STREETS AND LENGTHS STREET FROM TO LENGTH BOYDEN STREET OMAN STREET BRAYTON AVENUE 0.06 BRADBURY STREET NEWHALL STREET HANCOCK STREET 0.15 BRADFORD AVENUE BAY STREET SOUTH MAIN STREET 0.51 BRADLEY COURT HASKELL STREET CUL_DE_SAC 0.10 BRANCH STREET JOHN STREET SECOND STREET 0.18 BRAYTON AVENUE STAFFORD ROAD MARTINE STREET 1.51 BREAK BRIDGE TRAIL CANFIELD EAST LINE TRAIL YELLOW HILL ROAD 0.75 BRIGHT STREET STAFFORD ROAD WAYNE STREET 0.08 BRIGHTMAN STREET NORTH MAIN STREET SOMERSET TOWN LINE 0.53 BROAD STREET SOUTH MAIN STREET SHOVE STREET 0.12 BROADWAY SOUTH MAIN STREET COLUMBIA STREET 0.89 BROADWAY EXTENSION COLUMBIA STREET ANAWAN STREET 0.36 BRONSON STREET DEAD END DEAD END 0.07 BROOK STREET BAY STREET DEAD END 0.02 BROOKSIDE AVENUE HIGHLAND AVENUE NORTH DEAD END 0.13 BROW STREET HARTWELL STREET FIFTH STREET 0.08 BROWN STREET DEAD END SPRAGUE STREET 0.09 BROWNELL STREET ROCK STREET DAVOL STREET EAST 0.28 BROWNELL STREET DAVOL STREET WEST CUL_DE_SAC 0.15 BRYAN STREET ATLANTIC BOULEVARD DEAD END 0.05 BUCKLEY STREET COUNTY STREET ELIZABETH STREET 0.09 BUFFINGTON STREET PLYMOUTH AVENUE DEAD END 0.66 BULGARMARSH ROAD WESTPORT TOWN LINE RHODE ISLAND STATE LINE 0.09 BULLOCK STREET OAK GROVE AVENUE DEAD END 0.64 BURKE STREET NEW BOSTON ROAD DEAD END 0.06 BURNS STREET GEORGE STREET DEAD END 0.04 BURT STREET NEW BOSTON ROAD DEAD END 0.05 BUSH STREET PALMER STREET SLADE STREET 0.21 BUTLER STREET GLOBE STREET DWELLY STREET 0.25 BYRON STREET BAY STREET KEMPTON STREET 0.14 CALEB STREET WOOD STRET HANCOCK STREET 0.05 CALIFORNIA STREET COUNTY STREET DEAD END 0.21 CALVIN STREET HIGHLAND AVENUE NORTH RIDLON STREET 0.16 CAMBRIDGE STREET STAFFORD ROAD JEFFERSON STREET 0.86 CAMPANIA STREET STAFFORD ROAD RODMAN STREET 0.08 CAMPBELL STREET EASTERN AVENUE DEAD END EAST 0.03 CAMPBELL STREET PLEASANT STREET DEAD END WEST 0.05 CANAL STREET COLUMBIA STREET BROADWAY EXTENSION 0.19 CANEDY STREET NORTH MAIN STREET DEAD END EAST 0.06 CANEDY STREET GIBBS DEAD END EAST 0.02 CANEDY STREET WARNER ELMER STREET 0.10 CANFIELD EAST LINE TRAIL DEAD END BELL ROCK ROAD 2.63 CANONICUS STREET JENCKS STREET QUEQUECHAN STREET 0.11 CARL STREET ANTHONY STREET TUCKER STREET 0.19 CARLISA DRIVE HEALEY STREET DOYLE STREET 0.10 CAROL COURT LAUREL STREET CUL DE SAC 0.08 CAROLINE STREET STAFFORD ROAD NAPOLEON STREET 0.09 CARR STREET KEENE STREET COUNTY STREET 0.07 CARTER STREET ALBERT STREET CHICAGO STREET 0.18 CARVER STREET BUFFINGTON STREET SNELL STREET 0.07 CASH STREET PLEASANT STREET ALDEN STREET 0.11 CEDAR STREET NORTH MAIN STREET DANFORTH STREET 0.11 CEDAR SWAMP ROAD COPICUT ROAD FREETOWN TOWN LINE 0.45 CELIA STREET FREELOVE STREET CUL_DE_SAC 0.16 CENTER STREET SOUTH MAIN STREET ASH STREET 0.40 CENTRAL STREET DURFEE STREET WATER STREET 0.35 FALL RIVER STREETS AND LENGTHS STREET FROM TO LENGTH CHACE STREET GLOBE STREET BAY STREET 0.19 CHALONER STREET WALNUT STREET LOCUST STREET 0.06 CHAPIN STREET GLOBE STREET DEAD END 0.06 CHARLES STREET KILBURN STREET DEAD END 0.89 CHARLOTTE STREET PRESIDENT AVENUE NEW BOSTON ROAD 0.16 CHAVENSON STREET LOCUST STREET BEDFORD STREET 0.32 CHERRY STREET MEADOW STREET SEABURY STREET 0.60 CHERRY STREET PLAIN STREET ROBESON STREET 0.19 CHERYLS WAY NORTH MAIN STREET CUL DE SAC 0.06 CHESTER STREET MELROSE STREET RENEY STREET 0.13 CHESTNUT STREET CYPRESS STREET STANLEY STREET 0.12 CHESTNUT STREET LANGLEY NICHOLS 0.04 CHESTNUT STREET MONTGOMERY STREET DEAD END 0.08 CHESWORTH STREET ALBION STREET EASTERN AVENUE 0.10 CHICAGO STREET STAFFORD ROAD STEVENS STREET 0.60 CHOATE STREET BEDARD STREET PLEASANT STREET 0.09 CHOATE STREET PLEASANT STREET DEAD END 0.15 CHURCH STREET SLADE STREET GLOBE STREET 0.15 CLAFLIN STREET ALDEN STREET PLEASANT STREET 0.10 CLARK STREET NORTH MAIN STREET RIVER STREET 0.08 CLARKSON STREET STATE AVENUE DEAD END 0.10 CLARKSON STREET DEAD END SUMMIT STREET 0.21 CLAY STREET AMERICA STREET ORSWELL STREET 0.11 CLAYTON STREET RUSSELL BROGAN BOULEVARD DEAD END 0.14 CLEMENT STREET STATE AVENUE BROAD STREET 0.10 CLEVELAND STREET MOUNT HOPE AVENUE DEAD END 0.04 CLIFF PLACE OTIS STREET DEAD END 0.08 CLINTON STREET ELLIS STREET NORTH MAIN STREET 0.11 CLUB STREET BAY STREET DEAD END 0.18 COBBLESTONE WAY HORIZON
Recommended publications
  • HERITAGE IMPACT ASSESSMENT 153-185 Eastern Avenue, City of Toronto (Former Dominion Wheel and Foundries Company) B80086 No

    HERITAGE IMPACT ASSESSMENT 153-185 Eastern Avenue, City of Toronto (Former Dominion Wheel and Foundries Company) B80086 No

    HERITAGE IMPACT ASSESSMENT 153-185 Eastern Avenue, City of Toronto (Former Dominion Wheel and Foundries Company) B80086 No. 153 Eastern Avenue B81484 No. 169 Eastern Avenue B80102 No. 171 Eastern Avenue B80129 No. 185 Eastern Avenue Site Plan, 2021 (SBA) Prepared for Infrastructure Ontario (IO) FINAL June 24th 2021 Client: Ontario Infrastructure and Lands Corporation 1 Dundas Street West, Suite 2000 Toronto ON M5G 1Z3 Authors: Jane Burgess, OAA, CAHP, MRAIC, APT Stevens Burgess Architects Ltd. 204-120 Carlton Street Toronto ON M5A 4K2 [email protected] 416-961-5690 Julia Rady, PhD Stevens Burgess Architects Ltd. 204-120 Carlton Street Toronto ON M5A 4K2 [email protected] 416-961-5690 Heritage Impact Assessment (HIA) 153-185 Eastern Avenue, Toronto Table of Contents Executive Summary Confirmation of Ministry or Prescribed Public Body Review and Acceptance of Recommendations 1. Introduction .......................................................................................................................................... 5 2. Statement of Cultural Heritage Value.................................................................................................11 3. Assessment of Existing Conditions...................................................................................................... 14 4. Description and Purpose of Proposed Activity ................................................................................... 18 5. Impact Assessment ............................................................................................................................
  • GARDINER EXPRESSWAY and LAKE SHORE BOULEVARD EAST RECONFIGURATION ENVIRONMENTAL ASSESSMENT Infrastructure Baseline Conditions Report - 2014

    GARDINER EXPRESSWAY and LAKE SHORE BOULEVARD EAST RECONFIGURATION ENVIRONMENTAL ASSESSMENT Infrastructure Baseline Conditions Report - 2014

    GARDINER EXPRESSWAY AND LAKE SHORE BOULEVARD EAST RECONFIGURATION ENVIRONMENTAL ASSESSMENT Infrastructure Baseline Conditions Report - 2014 1 Gardiner Expressway and Lake Shore Blvd East Reconfiguration Environmental Assessment Infrastructure Baseline Conditions Report 2014 TABLE OF CONTENTS Page 1.0 INTRODUCTION ............................................................................................................................... 1 1.1 Study Area ........................................................................................................................... 1 2.0 STUDY METHODOLOGY ................................................................................................................... 4 3.0 DESCRIPTION OF EXISTING BASELINE CONDITIONS ........................................................................ 5 3.1 Introduction ........................................................................................................................ 5 3.2 Road Infrastructure ............................................................................................................. 6 3.2.1 Gardiner Expressway Corridor ............................................................................... 6 3.2.2 Don Valley Parkway ............................................................................................. 15 3.2.3 Lake Shore Boulevard East Corridor .................................................................... 16 3.2.4 Roads and Streets ...............................................................................................
  • Chapter 4 Low-Volume Roads Engineering

    Chapter 4 Low-Volume Roads Engineering

    Chapter 4 Chapter Chapter 4 Low-Volume Roads Engineering Low-V Low-V Low-V Low-V Low-V olume R olume R olume R olume R olume R “You get what you Inspect, not what you Expect.” LOW VOLUME ROAD is considered a road The basic steps are: oads Engineering oads Engineering oads Engineering oads Engineering oads Engineering that has relatively low use (an Average Planning A Daily Traffic of less than 400 vehicles per day), Location low design speeds (typically less than 80 kph), and Survey corresponding geometry. Most roads in rural areas are Design low-volume roads. A well planned, located, designed, Construction constructed, and maintained low-volume road system Maintenance is essential for community development, flow of goods If any one of these steps is omitted, a road may and services between communities, and resource perform poorly, not meet its expectations, fail management activities. However roads, and particularly prematurely, require unnecessarily high maintenance, or road construction, can create more soil erosion than cause environmental impacts. Without planning and most other activities that occur in rural areas. Proper good location, a road may not adequately serve its users planning and design of the road system will minimize or may be in a problematic area. Survey and design are adverse impacts to water quality. Poorly planned road needed to fit the road to the ground and have it function systems can have high maintenance and repair costs, properly. Good construction insures that the design is contribute to excessive erosion, and fail to meet the needs implemented and built with some degree of quality of the users.
  • City Maintained Street Inventory

    City Maintained Street Inventory

    City Maintained Streets Inventory DATE APPROX. AVG. STREET NAME ACCEPTED BEGINNING AT ENDING AT LENGTH WIDTH ACADEMYText0: ST Text6: HENDERSONVLText8: RD BROOKSHIREText10: ST T0.13 Tex20 ACADEMYText0: ST EXT Text6: FERNText8: ST MARIETTAText10: ST T0.06 Tex17 ACTONText0: WOODS RD Text6:9/1/1994 ACTONText8: CIRCLE DEADText10: END T0.24 Tex19 ADAMSText0: HILL RD Text6: BINGHAMText8: RD LOUISANAText10: AVE T0.17 Tex18 ADAMSText0: ST Text6: BARTLETText8: ST CHOCTAWText10: ST T0.16 Tex27 ADAMSWOODText0: RD Text6: CARIBOUText8: RD ENDText10: OF PAVEMENT T0.16 Tex26 AIKENText0: ALLEY Text6: TACOMAText8: CIR WESTOVERText10: ALLEY T0.05 Tex12 ALABAMAText0: AVE Text6: HANOVERText8: ST SWANNANOAText10: AVE T0.33 Tex24 ALBEMARLEText0: PL Text6: BAIRDText8: ST ENDText10: MAINT T0.09 Tex18 ALBEMARLEText0: RD Text6: BAIRDText8: ST ORCHARDText10: RD T0.2 Tex20 ALCLAREText0: CT Text6: ENDText8: C&G ENDText10: PVMT T0.06 Tex22 ALCLAREText0: DR Text6: CHANGEText8: IN WIDTH ENDText10: C&G T0.17 Tex18 ALCLAREText0: DR Text6: SAREVAText8: AVE CHANGEText10: IN WIDTH T0.18 Tex26 ALEXANDERText0: DR Text6: ARDIMONText8: PK WINDSWEPTText10: DR T0.37 Tex24 ALEXANDERText0: DR Text6: MARTINText8: LUTHER KING WEAVERText10: ST T0.02 Tex33 ALEXANDERText0: DR Text6: CURVEText8: ST ARDMIONText10: PK T0.42 Tex24 ALLENText0: AVE 0Text6:/18/1988 U.S.Text8: 25 ENDText10: PAV'T T0.23 Tex19 ALLENText0: ST Text6: STATEText8: ST HAYWOODText10: RD T0.19 Tex23 ALLESARNText0: RD Text6: ELKWOODText8: AVE ENDText10: PVMT T0.11 Tex22 ALLIANCEText0: CT 4Text6:/14/2009 RIDGEFIELDText8:
  • Traffic Signing and Pavement Markings General Notes

    Traffic Signing and Pavement Markings General Notes

    TOWN OF QUEEN CREEK Development Services Department Traffic Engineering Program TRAFFIC SIGNING AND PAVEMENT 22358 S. Ellsworth Road Queen Creek, Arizona 85142 MARKINGS GENERAL NOTES Signing Plan General Notes 1. The Town Traffic Engineer shall be notified at 480-358-3132 at least five business days prior to beginning any signing work associated with these plans. 2. The Town Traffic Engineer may require the Contractor to adjust signing locations, off- sets and types of signs at the time of installation. 3. All signing materials and installation shall conform to Town requirements, the Arizona Department of Transportation Standard Drawings and Specifications, the Manual on Uniform Traffic Control Devices (latest ADOT approved edition) and direction from the Town Traffic Engineer at time of installation. 4. The Contractor shall coordinate with the Town Traffic Engineering Division prior to ordering any materials to obtain the latest signing requirements and specifications. 5. The Contractor shall notify the Traffic Engineering Division at 480-358-3132 upon completion of all signing work to schedule a final inspection. The Contractor shall supply all required warranty documents to the Town Traffic Engineering Division prior to final job acceptance. 6. All existing signs temporarily removed by the contractor shall be salvaged for reinstallation by the Contractor. All signs permanently removed by the Contractor shall be salvaged and returned to the Town. The Contractor shall be solely responsible for maintaining each sign that is removed, ensuring that the signs integrity is maintained. In the event the sign is damaged, the Contractor shall be responsible for its replacement. 7. All signs and sign posts shall be installed per ADOT Standard Drawing S-3.
  • Table of Contents

    Table of Contents

    CHAPTER 2 CITY COUNCIL 2.01 Government of City, Wards 2.02 Election, Terms and Powers 2.03 Regular and Committee of the Whole Meetings 2.04 Special Meetings 2.05 Presiding Officer 2.06 Quorum 2.07 Order of Business; Sergeant at Arms 2.08 Open Meetings Act 2.09 City Council Committees 2.10 Special Committee Assignments 2.11 Salaries of Officials 2.12 Rules of Order and Procedure 2.13 At Cost Participation in Employee Benefit Plans by Elected Officials 2.01 GOVERNMENT OF CITY, WARDS Amended 14-9-1 A. CITY COUNCIL: The City shall be governed by a City Council which shall consist of a Mayor and eight aldermen. The Mayor shall be elected at large and two aldermen shall be elected from each ward. B. ELECTION WARDS ESTABLISHED: The City is divided into four wards, bounded as followed: Ward 1 Boundaries Beginning at the west city limit at the Union Pacific Railroad Tracks, heading east to North Sponable Street as it dead ends at the railroad tracks, then south along Sponable to West Washington Street, then east on Washington to South Ford Street, then south on Ford to West Grant Highway (USH 20), then east to State Street (STH 23), then south on State Street (STH 23) to the city limit; -and- all property within the city limits south of Pleasant Grove Road /Coral Road, regardless of which side of State Street (STH 23) the property is located. Ward 2 Boundaries Beginning at the south city limit on State Street (STH 23) north of Coral Road, heading north along the highway (STH 23) and city limits east of the highway (STH 23) to Grant Highway (USH 20), then east on Grant Highway (USH 20) to the east city limit.
  • American Title a Sociation ~ ~

    American Title a Sociation ~ ~

    OFFICIAL PUBLICATION AMERICAN TITLE A SOCIATION ~ ~ VOUJME XXXVI JUNE, 1957 NUMBER 6 TITLE NEWS Official Publication of THE AMERICAN TITLE ASSOCIATION 3608 Guardian Building-Detroit 26, Michigan Volume XXXVI June, 1957 Number 6 Table of Contents Introduction-The Federal Highway Program ......... ... ................ .. .................... 2 J. E. Sheridan Highway Laws Relating to Controlled Access Roads ..... .. ....... ........... 6 Norman A. Erbe Title Companies and the Expanded Right of Way Problems ...... ............. .. 39 , Daniel W. Rosencrans Arthur A. Anderson Samuel J. Some William A . Thuma INTRODUCTION The Federal Highway Program J. E. SHERIDAN We are extremely grateful to Nor­ veloped its planning sufficiently to man A. Erbe, Attorney General of the show to the satisfaction of the dis­ State of Iowa, for permission to re­ trict engineer the effect of the pro­ print his splendid brief embracing posed construction upon adjace.nt the highway laws of various states property, the treatment of access con­ relating to the control in access roads. trol in the area of Federal acquisi­ Mr. Erbe originally presented this m tion, and that appropriate arrange­ narrative form before the convention ments have been made for mainte­ of the Iowa Title Association in May nance and supervision over the land of this year. As is readily ascertain­ to be acquired and held in the name able, this is the result of a compre­ of the United States pending transfer hensive study of various laws touch· of title and jurisdiction to the State ing on the incidents of highway regu­ or the proper subdivision thereof." lations. Additionally, we are privi­ It is suggested that our members leged to carry the panel discussion bring this quoted portion to the at­ of the American Right of Way Asso­ tention of officers of the Highway ciation Convention held in Chicago, Department and the office of its legal May 16 and 17, dealing with "Title division, plus the Office of the Attor­ Companies and the Expanded Right ney General within the members' ju­ of Way Problems".
  • Lower Manhattan

    Lower Manhattan

    WASHINGTON STREET IS 131/ CANAL STREETCanal Street M1 bus Chinatown M103 bus M YMCA M NQRW (weekday extension) HESTER STREET M20 bus Canal St Canal to W 147 St via to E 125 St via 103 20 Post Office 3 & Lexington Avs VESTRY STREET to W 63 St/Bway via Street 5 & Madison Avs 7 & 8 Avs VARICK STREET B= YORK ST AVENUE OF THE AMERICAS 6 only6 Canal Street Firehouse ACE LISPENARD STREET Canal Street D= LAIGHT STREET HOLLAND AT&T Building Chinatown JMZ CANAL STREET TUNNEL Most Precious EXIT Health Clinic Blood Church COLLISTER STREET CANAL STREET WEST STREET Beach NY Chinese B BEACH STStreet Baptist Church 51 Park WALKER STREET St Barbara Eldridge St Manhattan Express Bus Service Chinese Greek Orthodox Synagogue HUDSON STREET ®0= Merchants’ Fifth Police Church Precinct FORSYTH STREET 94 Association MOTT STREET First N œ0= to Lower Manhattan ERICSSON PolicePL Chinese BOWERY Confucius M Precinct ∑0= 140 Community Plaza Center 22 WHITE ST M HUBERT STREET M9 bus to M PIKE STREET X Grand Central Terminal to Chinatown84 Eastern States CHURCH STREET Buddhist Temple Union Square 9 15 BEACH STREET Franklin Civic of America 25 Furnace Center NY Chinatown M15 bus NORTH MOORE STREET WEST BROADWAY World Financial Center Synagogue BAXTER STREET Transfiguration Franklin Archive BROADWAY NY City Senior Center Kindergarten to E 126 St FINN Civil & BAYARD STREET Asian Arts School FRANKLIN PL Municipal via 1 & 2 Avs SQUARE STREET CENTRE Center X Street Courthouse Upper East Side to FRANKLIN STREET CORTLANDT ALLEY 1 Buddhist Temple PS 124 90 Criminal Kuan Yin World
  • ALLEY (NS) – Washington Avenue to Wright Avenue, Deane Boulevard to Quincy Avenue

    ALLEY (NS) – Washington Avenue to Wright Avenue, Deane Boulevard to Quincy Avenue

    ALLEY (NS) – Washington Avenue to Wright Avenue, Deane Boulevard to Quincy Avenue Alderman District 9 – Trevor Jung Existing pavement - Bituminous Right-of-way width - 16’ PCI – Alleys not rated Improvement Cost - Concrete at $74.00/ft Alderman Request Last Public Hearing Date – Never City of Racine - Assessment Schedule CITY ENGINEER'S OFFICE AUTHORITY - Benefits and Damage FOR: PORTLAND CEMENT CONCRETE PAVING RESOLUTION NUMBER 058319 15-May-20 LOCATION - Alley (NS) from Washington Ave to Wright Ave, Deane Blv Page 1 of 2 TAXNO NAME FRONTAGE RATE BENEFITS ADJUST SPEC. ADJ. ADDRESS MAILING ADDRESS ASSESSMENT 10192000 Mauer, Kristi L. 35.000$74.00 $2,590.00 $0.00 $0.00 1367 Deane Boulevard 1367 Deane Boulevard Racine, WI 53405 $2,590.00 10193000 Arndt, Ryan 35.000$74.00 $2,590.00 $0.00 $0.00 1365 Deane Boulevard 1365 Deane Boulevard Racine, WI 53405 $2,590.00 10194000 Kosterman, Robert P. & Margaret M. 35.000$74.00 $2,590.00 $0.00 $0.00 1363 Deane Boulevard 1363 Deane Boulevard Racine, WI 53405 $2,590.00 10195000 Lochowitz, Justin 35.000$74.00 $2,590.00 $0.00 $0.00 1359 Deane Boulevard 1359 Deane Boulevard Racine, WI 53405 $2,590.00 10195000 Lochowitz, Justin 35.000$74.00 $2,590.00 $0.00 $0.00 1359 Deane Boulevard 1359 Deane Boulevard Racine, WI 53405 $2,590.00 10196000 Johnson, Kenneth Sr. 35.000$74.00 $2,590.00 $0.00 $0.00 Cloyd, Christina 1355 Deane Boulevard 1355 Deane Boulevard Racine, WI 53405 $2,590.00 10197000 Garcia, Gregory 40.000$74.00 $2,960.00 $0.00 $0.00 1351 Deane Boulevard 1351 Deane Boulevard Racine, WI 53405 $2,960.00 10198000 Williams, Randall 40.000$74.00 $2,960.00 $0.00 $0.00 Veltus, Julie 1345 Deane Boulevard 5735 Ridgecrest Drive Racine, WI 53403 $2,960.00 10199000 Degroot, Matthew J.
  • Suitainable Adaptations for the Future

    Suitainable Adaptations for the Future

    Victorian House Sustainable adaptations for the future Rui Miguel Romão Raposo Thesis to obtain the Master's Degree in Architecture Supervisors Prof. Patrícia Isabel Mendes Lourenço Architect Michelle Xuereb Examination Committee Chairperson: Prof. Ana Paula Filipe Tomé Supervisor: Prof. Patrícia Isabel Mendes Lourenço Member of the Committee: Prof. Manuel de Arriaga Brito Correia Guedes May of 2018 I declare that this document is an original work of my own authorship and that it fulfills all the requirements of the Code of Conduct and Good Practices of the Universidade de Lisboa. This dissertation was written in English, which is one of the official languages of Canada. Because of its many variations, the English used was the Canadian English, which differs from British or American English, for instance. The units used follow the Metric system, official system used in Canada, with possible references to Imperial system, normally used to define construction materials. The relation between existing buildings and energy efficiency has become a priority when pursuing strategies to reduce the environmental footprint of construction. While cities around the world are density constructed, these existing buildings now have the opportunity to be improved by introducing new technologies and construction methods in response to the changing climate realities. The alternative is demolition to make room for more energy efficient buildings. Toronto is one such city that has experienced changes in density thanks to a hot real estate market. Pursuing the intent of maintaining the historical roots of the city, this document aims to define strategies on renovating existing buildings to make them more energy efficient, through the use of passive systems, and therefore preserving their original style and cultural sustainability for the future.
  • 2021 Tax Claim Upset Sale ASHLAND BOROUGH As of 08/27

    2021 Tax Claim Upset Sale ASHLAND BOROUGH As of 08/27

    2021 Tax Claim Upset Sale Municipality/Township ASHLAND BOROUGH 2021 Tax Claim Upset Sale Schuylkill County Tax Claim Bureau (570) 628-1405 ASHLAND BOROUGH as of 08/27/21 11:01:54AM Tax Number Property Address Owners Total Due 38-2-75 1033 Market Street Fishburn III David A, Fishburn Justin 3,056 38-2-75(1) 1037-1039 Market St Fishburn Kaitlin, Fishburn Derek 3,783 38-2-78 1115 Market Street Manhart Leroy, Manhart June A 2,337 38-2-86(1) 106 N Twelfth St Williams Karen 2,464 38-2-91 1319 Market St Williams Karen 3,461 38-2-98 1423 Market Street Williams Karen 8,144 38-2-128 1735 Market Street Williams Karen 2,219 38-2-162 1606 Market Street Johnson William K 3,585 38-2-188 1410 Market Street Hess David L, Hess Teresa L 3,040 38-2-204 1304 N Market Street Market Street Land Trust 1304 3,016 38-2-278 1423 Centre St Schmid Eric N 6,176 38-2-289 1511 Centre St Johnson William K 3,142 38-2-315 1721 Centre St Waskow Kurt J 2,460 38-2-393(1) 1210 Centre St Center Street Land Trust 4,920 38-3-22 928 Race Street Vernosky John 4,831 38-3-108 Market Street Citizens Natl Bank Ashland 2,663 38-3-137 739 Centre St Citizens Natl Bank Ashland 781 38-3-137(1) 0 Centre St Citizens Natl Bank Ashland 457 38-3-138 733 Centre St Aastha Homes Llc 32,133 38-3-182(1) 230 Chestnut Street Hubler Coleen C 2,326 38-3-202 17 Centre St Williams Karen 1,734 38-3-217 7 E Centre St Hamlett Debra 3,518 38-3-218 5 E Centre St Hamlett Debra L 3,189 38-3-270 400 Centre St Wentzel Jr Burd F, Wentzel Sandra L 4,719 38-3-270(1) 402 Centre St Wentzel Burd, Wentzel Sandra 1,585
  • This Gordon County Online Road Index Is a Public Resource of General Information

    This Gordon County Online Road Index Is a Public Resource of General Information

    This Gordon County Online Road Index is a public resource of general information. The Gordon County Road Index contained herein is not the official Gordon County Road Index. Any questions regarding roads, streets, and other items should be directed to the Gordon County Public Works Department by calling 706-629-2785. Gordon County makes no warranty, representation or guarantee as to the content, sequence, accuracy,timeliness or completeness of any of the database information provided herein. The reader should not rely on the data provided herein for any reason. Gordon County shall assume no liability for: Any errors, omissions, or inaccuracies in the information provided regardless of how caused; OR any decision made or action taken or not taken by any person in reliance upon any information or data furnished hereunder. LAST UPDATED JUNE 2013 ROAD NAME ROAD # RD WIDTH SECTION MILEAGE BEGIN END ACADEMY CIRCLE 584 14 SW 0.03 ACADAMY DRIVE ACADEMY DRIVE ACADEMY DRIVE 111 19 SW 0.75 REEVES STATION ROAD ACADEMY CIRCLE AIRPORT CIRCLE 592 18 NW 0.59 CLINES ROAD NORVILLE DRIVE ALEX COURT 20 SE 0.1 WILLOW HAVEN STREET CUL DE SAC ALLEN LOOP 54 18 SE 0.68 BOONE FORD ROAD BOONE FORD ROAD ALTON DRIVE 599 18 SE 0.15 PETERS STREET EAST FULLER STREET AMAKANATA ROAD 41 18 SE 1.00 DEWS POND ROAD DEAD END ANTHONY DRIVE 21 18 NE 0.12 MITCHELL STREET DEAD END APPLE GROVE LANE 716 20 SE 0.04 ORCHARD WAY CUL DE SAC APPLE ROAD 257 17 NE 1.42 U.S.