CITY OF JOLIET, ILLINOIS GLENWOOD AVENUE WATER MAIN IMPROVEMENTS CITY OF JOLIET CONTRACT NO IEPA LOAN NO. L175427
|
|
|
- Maude Singleton
- 5 years ago
- Views:
Transcription
1 N WESTSHIRE DR N MIDLAND AV N MID N RAYNOR AV CITY OF JOLIET CONTRACT NO IEPA LOAN NO. L17427 SHERWOOD PL PLAINFIELD RD SHERWOOD PL GORDON PL CLEMENT MASON AV MASON AV CATON AV CATON AV WOODLAWN AV CATHERINE MACK COWLES AV CORNELIA DOUGLAS DOUGLAS GLAS WALSH AV MAYFIELD AV PROJECT LOCATION TAYLOR TAYLOR N WILLIAM N PRAIRIE AV KNOX PL WHITNEY TER DIXON N REED FARRAGUT PL WHITNEY AV WEST ACRES RD GLENWOOD AV GLENWOOD AV WILCOX JONES MARQUETTE RD BUELL AV BUELL AV LAKE LAWN CT BUELL AV WHITTIER AV BROOKS AV WOODWOR BUELL CT WESTERN AV RATFORD CT MARQUETTE CT CAMPBELL CLEMENT DLAWN AV ANDREW T CAMPBELL O ONEIDA
2 LEGEND LEGEND BENCHMARKS (NAVD 88 DATUM) ABBREVIATIONS LEGENDS, BENCHMARKS, AND ABBREVIATIONS 2 OF 28
3 CITY OF JOLIET WATER SYSTEM GENERAL NOTES SUMMARY OF QUANTITIES CONSTRUCTION PHASING GENERAL NOTES AND SUMMERY OF QUANTITIES 3 OF 28
4 GLENWOOD AVE (WOODLAWN AVE TO MACK ST) MIDLAND AVE (CAMPBELL ST TO GLENWOOD AVE) 39' 44' D VARIES 3'' WORK ZONE 6' 17' WORK ZONE 12' 10' 6' D Consulting Engineers 4' NOM. WB EB SB NB 4' NOM. PAVEMENT MARKING TAPE, TYPE III LINE 4" DOUBLE YELLOW (TYP) CONSULTANTS GLENWOOD AVE (MACK ST TO MID BLOCK EAST OF COWLES AVE) * WHILE WORKING/DAY TIME GLENWOOD AVE (MACK ST TO MID BLOCK EAST OF COWLES AVE) WHILE NOT WORKING/NIGHT TIME WILCOX ST (GLENWOOD AVE TO TAYLOR ST) 39' WORK ZONE WORK ZONE 39' WORK ZONE 37' Model \\CORP.BAXWOOD.COM\PROJECTS\CRYSTAL LAKE\JOLTC\1071 WATERREHAB\41 YEAR 1 DESIGN\0 STRUCTUAL, ELECTRICAL, TRANS\OLD REFERENCE\JOLIET TITLE BLOCK FOR MOT.DWG By: 76AKP Plotted:, By Baxter & Woodm an, Inc. Copyright State of Ilinois Professional Design Firm License No Expires 4301 C B A 6' WORK ZONE ' 6' 17' 39' 12' 39' WB 28' WORK ZONE 6' 16' 4' NOM. 4' NOM. 4' NOM. * AT THE END OF THE WORK DAY THE TRENCH 4' NOM. GLENWOOD AVE (MID BLOCK EAST OF COWLES AVE TO PRAIRIE AVE) EB WORK ZONE 27' EB 6' GLENWOOD AVE (RAYNOR AVE TO WILCOX ST) 4' 4' NOM. LEGEND GLENWOOD AVE (PRAIRIE AVE TO RAYNOR AVE) * WHILE WORKING/DAY TIME VARIES 7.' TO 10' 4' NOM. * AT THE END OF THE WORK DAY THE TRENCH DIRECTION OF TRAFFIC EXISTING ELEMENTS PROPOSED ELEMENTS WB SHALL BE BACKFILLED AND TWO LANES SHALL BE MAINTAINED. WB SHALL BE BACKFILLED AND TWO LANES SHALL BE MAINTAINED. EXISTING PAVEMENT MARKINGS (REMOVED IF CONFLICTING) TEMPORARY PAVEMENT MARKINGS CONES, DRUMS, OR BARRICADES 1 WB 39' EB 6' GLENWOOD AVE 6' WB WORK ZONE 17' 6' EB (PRAIRIE AVE TO RAYNOR AVE) WHILE NOT WORKING/NIGHT TIME VARIES 7.' TO 10' 4' NOM. 2 ' 6' 9' 37' 6' SB WORK ZONE 12' NB 26' 37' (TAYLOR ST TO MID BLOCK SOUTH OF DOUGLAS ST) 18' NB WILCOX ST NB 4' NOM. WILCOX ST (MID BLOCK SOUTH OF DOUGLAS ST TO DOUGLAS ST) WORK ZONE 20' ' 37' 6' 6' WORK ZONE 18' 26' 4' NOM. WILCOX ST 4' NOM. (NORTH OF DOUGLAS ST) NB 3 4 C B A REVISIONS COVER G H C L S A I Q F P M E T R NO. DATE DESCRIPTION SCALE: DESIGNED BY: CLIENT 1617 ADJ AKP SEO DOWNTOWN GLENWOOD SUGGESTED GENERAL NOTES REFER TO EQUIPMENT MANUFACTURER'S SHOP DRAWING 4 OF 28 * ** PLAN SHEET DESIGNATION GENERAL HAZARDOUS MATERIALS CIVIL LANDSCAPE STRUCTURAL ARCHITECTURAL INSTRUMENTATION EQUIPMENT FIRE PROTECTION PLUMBING MECHANICAL ELECTRICAL TELECOMMUNICATIONS RESOURCE PROJECT NO: DRAWING DATE: DRAWN BY: CHECKED BY: SHEET TITLE " = 20' MAINTENANCE OF TRAFFIC 1"." 0 1" 2" 3"
5 AVALON AV W OODLAW N AV CATON AV CATHERINE MACK CORNELIA COW LES AV DOUGLAS DOUGLAS Consulting Engineers D DOUGLAS KNOX PL D MAYFIELD AV TAYLOR TAYLOR N PRAIRIE AV W ALSH AV WHITNEY TER CONSULTANTS FARRAGUT PL Model \\CORP.BAXWOOD.COM\PROJECTS\CRYSTAL LAKE\JOLTC\1071 WATERREHAB\41 YEAR 1 DESIGN\0 STRUCTUAL, ELECTRICAL, TRANS\OLD REFERENCE\JOLIET TITLE BLOCK FOR MOT.DWG By: 76AKP Plotted:, By Baxter & Woodm an, Inc. Copyright State of Ilinois Professional Design Firm License No Expires 4301 C B A JONES STRATFORD CT FLASHING WARNING LIGHT TYP A (TYP) ROAD CLOSED W203 W202 48"X48" AHEAD 48"X48" W168P(O) (TYP) AHEAD 9" x VARIES LEGEND WEST ACRES RD GLENWOOD AV MARQUETTE CT R ROAD W203 ROAD CLOSED CLOSED 20 FT NOTE: 1. THE DURATION OF THE FOR GLENWOOD AVE FROM RAYNOR AVE TO WILCOX ST MAY NOT EXCEED THREE (3) WEEKS. THIS MAY NOT BE IN PLACE WHILE WORK IS BEING PERFORMED BETWEEN N REED ST AND N RAYNOR AVE. M410L 48" x 18" ROUTE DIRECTION OF TRAFFIC WORK ZONE (MAINTAIN TWO WAY TRAFFIC) WORK ZONE (MAINTAIN EB TRAFFIC) SIGN TYPE III BARRICADE M ARQUETTE RD BUELLAV CAMPBELL N MIDLAND AV BUELLCT BUELL AV LAKE LAW N CT WEST N REED M34 (O) 24"X12" (TYP) GLENWOOD AV WESTERN AV WEST WEST WEST WEST M49L M49 M49R 30"X24" 30"X24" 30"X24" (TYP) (TYP) (TYP) N WILLIAM N RAYNOR AV END M48A 24"X18" BUELLAV W HITTIER AV CAMPBELL WILCOX BROOKS AV W HITNEY AV 1 CLEM ENT C B A REVISIONS COVER G H C L S A I Q F P M E T R NO. DATE DESCRIPTION SCALE: DESIGNED BY: CLIENT 1617 ADJ AKP SEO DOWNTOWN GLENWOOD SUGGESTED REFER TO EQUIPMENT MANUFACTURER'S SHOP DRAWING * ** PLAN SHEET DESIGNATION GENERAL HAZARDOUS MATERIALS CIVIL LANDSCAPE STRUCTURAL ARCHITECTURAL INSTRUMENTATION EQUIPMENT FIRE PROTECTION PLUMBING MECHANICAL ELECTRICAL TELECOMMUNICATIONS RESOURCE PROJECT NO: DRAWING DATE: DRAWN BY: CHECKED BY: SHEET TITLE 1071 MAINTENANCE OF TRAFFIC : GLENWOOD AVE 1 OF 28 OF 1"." 0 1" 2" 3"
6 AVALON AV W OODLAW N AV CATON AV CATHERINE MACK CORNELIA COW LES AV DOUGLAS DOUGLAS Consulting Engineers D DOUGLAS KNOX PL D MAYFIELD AV TAYLOR TAYLOR N PRAIRIE AV W ALSH AV WHITNEY TER CONSULTANTS FARRAGUT PL Model \\CORP.BAXWOOD.COM\PROJECTS\CRYSTAL LAKE\JOLTC\1071 WATERREHAB\41 YEAR 1 DESIGN\0 STRUCTUAL, ELECTRICAL, TRANS\OLD REFERENCE\JOLIET TITLE BLOCK FOR MOT.DWG By: 76AKP Plotted:, By Baxter & Woodm an, Inc. Copyright State of Ilinois Professional Design Firm License No Expires 4301 C B A JONES STRATFORD CT W168P(O) (TYP) 9" x VARIES LEGEND ROUTE ROAD CLOSED AHEAD DIRECTION OF TRAFFIC FLASHING WARNING LIGHT TYP A (TYP) W203 48"X48" AHEAD W202 48"X48" 1 ROAD CLOSED 00 FT W R ROAD CLOSED M410R 48" x 18" ROAD CLOSED TO THRU TRAFFIC WORK ZONE (MAINTAIN TWO WAY TRAFFIC) WORK ZONE (MAINTAIN WB TRAFFIC) SIGN TYPE III BARRICADE 1 WEST ACRES RD GLENWOOD AV M ARQUETTE RD MARQUETTE CT BUELLAV CAMPBELL N MIDLAND AV 2 BUELLCT NOTE: BUELL AV LAKE LAW N CT 9 NOT EXCEED SIX (6) WEEKS. THIS INTERMITTED MAY NOT BE IN PLACE WHILE WORK IS BEING PERFORMED WEST OF N REED ST OR EAST OF N RAYNOR AVE. 10 THE DURATION OF THE FOR GLENWOOD AVE FROM N REED ST TO RAYNOR AVE MAY R114 7 * M410R 48" x 18" * TO BE USED WHEN WORKING FROM PRAIRIE AVE TO RAYNR AVE. N REED 3 EAST GLENWOOD AV M32 (O) 24"X12" (TYP) M49 30"X24" (TYP) EAST N WILLIAM 4 WESTERN AV EAST EAST EAST M49L 30"X24" 4 (TYP) 8 N RAYNOR AV BUELLAV CAMPBELL M49R 30"X24" (TYP) W HITTIER AV END 11 WILCOX M48A 24"X18" W HITNEY AV BROOKS AV CLEM ENT C B A REVISIONS COVER G H C L S A I Q F P M E T R NO. DATE DESCRIPTION SCALE: DESIGNED BY: CLIENT 1617 ADJ AKP SEO DOWNTOWN GLENWOOD SUGGESTED : GLENWOOD AVE 2 6 OF 28 REFER TO EQUIPMENT MANUFACTURER'S SHOP DRAWING * ** PLAN SHEET DESIGNATION GENERAL HAZARDOUS MATERIALS CIVIL LANDSCAPE STRUCTURAL ARCHITECTURAL INSTRUMENTATION EQUIPMENT FIRE PROTECTION PLUMBING MECHANICAL ELECTRICAL TELECOMMUNICATIONS RESOURCE PROJECT NO: DRAWING DATE: DRAWN BY: CHECKED BY: SHEET TITLE 1071 MAINTENANCE OF TRAFFIC 1"." 0 1" 2" 3"
7 W LORALAV HORSESHOE DR 1 RUBY Consulting Engineers D BLACK RD 2 D SHERWOOD PL FLASHING WARNING LIGHT TYP A (TYP) 7 6 PLAINFIELD RD CLEM ENT 8 MASON AV W168P(O) (TYP) 9" x VARIES ROAD CLOSED AHEAD W203 48"X48" AHEAD W202 48"X48" ROAD CLOSED 00 FT W203 CONSULTANTS Wilcox St Wilcox St Wilcox St Model \\CORP.BAXWOOD.COM\PROJECTS\CRYSTAL LAKE\JOLTC\1071 WATERREHAB\41 YEAR 1 DESIGN\0 STRUCTUAL, ELECTRICAL, TRANS\OLD REFERENCE\JOLIET TITLE BLOCK FOR MOT.DWG By: 76AKP Plotted:, By Baxter & Woodm an, Inc. Copyright State of Ilinois Professional Design Firm License No Expires 4301 C B A LAKE LAW N CT CATHERINE LEGEND DOUGLAS DOUGLAS ROUTE DIRECTION OF TRAFFIC WORK ZONE (MAINTAIN TWO WAY TRAFFIC) WORK ZONE (MAINTAIN EB TRAFFIC) SIGN TYPE III BARRICADE 1 N REED MACK CORNELIA GLENWOOD AV COW LES AV N WILLIAM CATON AV N PRAIRIE AV WESTERN AV KNOX PL FARRAGUT PL N RAYNOR AV NOTE: 1. THE DURATION OF THE OF WILCOX ST MAY NOT EXCEED THREE (3) WEEKS. 2 3 W ALSH AV TAYLOR BUELLAV W HITTIER AV WILCOX WHITNEY TER W HITNEY AV BROOKS AV 4 1 R112 ROAD CLOSED Wilcox St M49L 30"X24" END 10 (TYP) M48A 24"X18" Wilcox St M33 (O) 24"X12" (TYP) M49 30"X24" (TYP) M410R 48" x 18" Wilcox St Wilcox St Wilcox St Wilcox St Wilcox St SOUTH SOUTH SOUTH SOUTH SOUTH R114 ROAD CLOSED TO THRU TRAFFIC Wilcox St M49R 30"X24" (TYP) C B A REVISIONS COVER G H C L S A I Q F P M E T R NO. DATE DESCRIPTION SCALE: DESIGNED BY: CLIENT 1617 ADJ AKP SEO DOWNTOWN GLENWOOD SUGGESTED REFER TO EQUIPMENT MANUFACTURER'S SHOP DRAWING : WILCOX ST 7 OF 28 * ** PLAN SHEET DESIGNATION GENERAL HAZARDOUS MATERIALS CIVIL LANDSCAPE STRUCTURAL ARCHITECTURAL INSTRUMENTATION EQUIPMENT FIRE PROTECTION PLUMBING MECHANICAL ELECTRICAL TELECOMMUNICATIONS RESOURCE PROJECT NO: DRAWING DATE: DRAWN BY: CHECKED BY: SHEET TITLE 1071 MAINTENANCE OF TRAFFIC 1"." 0 1" 2" 3"
8 WOODLAWN GLENWOOD STA TO STA OF 28
9 MARQUETTE ROAD GLENWOOD STA TO STA OF 28
10 GLENWOOD MIDLAND STA TO STA OF 28
11 GLENWOOD STA TO STA OF 28
12 GLENWOOD STA TO STA OF 28
13 CATHERINE STREET REED STREET GLENWOOD STA TO STA OF 28
14 MACK STREET CORNELIA STREET GLENWOOD STA TO STA OF 28
15 ALLEY COWLES ALLEY GLENWOOD STA TO STA OF 28
16 WILLIAMS STREET PRAIRIE GLENWOOD STA TO STA OF 28
17 GLENWOOD RAYNOR STA. 8+0 TO STA OF 28
18 WHITTIER GLENWOOD STA TO STA OF 28
19 WILCOX STREET WILCOX STREET STA TO STA OF 28
20 TAYLOR STREET WILCOX STREET WILCOX STREET STA. 1+0 TO STA OF 28
21 WILCOX STREET DOUGLAS STREET WILCOX STREET STA TO STA OF 28
22 WILCOX STREET ALLEY ALLEY TAYLOR STREET WHITNEY ALLEY ALLEY WHITNEY WATER SERVICE RELOCATION PLAN 22 OF 28
23 CAMPBELL STREET MIDLAND MIDLAND STA TO STA OF 28
24 BUELL MIDLAND MIDLAND STA TO STA OF 28
25 BUELL MIDLAND MIDLAND STA TO STA OF 28
26 DETAILS 26 OF 28
27 DETAILS 27 OF 28
28 DETAILS 28 OF 28
BOSTON EVERETT HORIZON WAY BROADWAY ALFORD ST BOW ST BOSTON CITY LINE EVERETT CITY LINE DEXTER ST MYSTIC ST COURTLAND ST LYNDE ST THORNDIKE ST
BOSTON HORIZON WAY ALFORD ST BROADWAY BOSTON CITY LINE CITY LINE MANHOLE #101 (STA 5+00) BOW ST DEXTER ST ST LYNDE ST THORNDIKE ST COURTLAND ST RIVER PROP (TYP) ROBIN ST BETTY ST 50 500 1. BASELINE STATIONING
MADISON METROPOLITAN SEWERAGE DISTRICT MADISON, WISCONSIN PUMPING STATION 15 REHABILITATION CITY OF MADISON PLANNING COMMISION SUBMITTAL
PUMPING STATION CITY OF MADISON PLANNING COMMISION SUBMITTAL CALL DIGGERS HOTLINE 004 TOLL FREE 4' 4" ' " ' 4" ' " ' " ' " ' /" 4' 9 /" ' " ' 4" 4' 0" PUMP STATION 0 ' " ' 0" ' 0" ' 0" ' 0" ' 0" 4' " '
2017 San Juan College Luminarias 6:00pm - 11:30pm
Parking For Walking available north side of college campus 2017 San Juan College Luminarias 6:00pm - 11:30pm Drive-Thru Entrance (2 Lanes) Drive-Thru Entrance starts at 30th Street & Butler Avenue * sign
PROPOSED FIBER OPTIC CONDUIT INSTALLATION E. 50TH ST. AND S. COTTAGE GROVE AV. CHICAGO, ILLINOIS
EVANS DREXEL DREXEL ELLIS ELLIS PROPOSED FIBER OPTIC CONDUIT INSTALLATION E. 50TH ST. AND S. COTTAGE GROVE AV. CHICAGO, ILLINOIS SHEETS INDEX TO SHEETS DESCRIPTION 90 294 94 LANGLEY EVANS 48TH COTTAGE
Guidelines on the Use of Portable Traffic Signals (PTS)
Technical Circular T-04/07 Date: August 3, 2007 To: All HQ Directors: Operations, Planning and Major Projects All Regional Directors All Regional Traffic Engineers All District Managers, Transportation
The Shoppes at Forney Crossings
F M 548 U.S. HWY 80 U.S. HWY 80 F M 688 F M 548 COOL SPRINGS F M 1641 F M 548 TROPHY BUGLE CALL PHESANT WHITE PORCH SPINAKER The Shoppes at Forney Crossings 18' 14'-8" 18' 15'-8 1 2 " 14' 7' 23'-0" 21'-0"
E:\Wilmot\DGN\14018pp.dgn 3/11/2015 6:49:16 AM
600-06 SHOULDER WIDENING FOR TYPE (SPECIAL) GUARDRAIL TERMINALS E:\Wilmot\DGN\08pp.dgn //05 6:9:6 AM E:\DGN\08SUP.dgn //05 ::55 PM E:\DGN\08SUP.dgn //05 :8:0 PM E:\DGN\08-WRG.dgn //05 :8:5 PM E:\DGN\08SM.dgn
Grading, Erosion and Sediment Control (GESC) Checklist
Development Services Department 100 N. Wilcox Street, Castle Rock CO 80104 Planner of the Day 303-660-1393 Grading, Erosion and Sediment Control (GESC) Checklist A complete Grading, Erosion and Sediment
TYPICAL SECTIONS TYPICAL NO. 1 (MAINLINE) STA TO STA STA TO STA ROUNDING DETAIL TYPICAL NO.
FILL SECTION TYPICAL NO. 1 (MAINLINE) STA. 2434. TO STA. 244035.16 STA. 244396.83 TO STA. 2449. CUT SECTION ROUNDING DETAIL FILL SECTION TYPICAL NO. 3 (DETOUR) CUT SECTION STA. 242849.86 TO STA. 2453.88
INDEX TO CLAUSES PART 1 - GENERAL
[PROJECT NAME] PAVEMENT INDEX TO CLAUSES PART 1 - GENERAL 1.1 Work Included 1.2 Related Sections 1.3 Reference Standards 1.4 Shop Drawings 1.5 Codes, Bylaws, Ordinances and Regulations 1.6 Certificates
MAINTENANCE OF TRAFFIC &
2/28/2015 5:05:15 PM d106136001k(01).dgn MANAGER Dave Covington, P.E. (540) 292-3802 VA. 29 1K(1) TRANSPORTATION OPERATIONS (TO) PLAN A). THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: 1. POST A LIST
112" 72" 40" BIKE LANE MARKING SHARED LANE MARKING PAVEMENT MARKING DETAILS N.T.S. GENERAL NOTES
8 SB RTE ON RAMP " 0" GENERAL NOTES 7" SHARED LANE MARKING ' ' ' BIKE LANE MARKING PAVEMENT MARKING DETAILS N.T.S. YIELD LINE. ALL SIGNS SHALL HAVE A MINIMUM CLEARANCE BETWEEN THE EDGE OF SIGN AND THE
Ohio Department of Transportation Office of Roadway Engineering January 18, 2013
Ohio Department of Transportation Office of Roadway Engineering January 18, 2013 To: Holders of the Traffic Standard Construction Drawings (SCDs) and Plan Insert Sheets (PISs) As of January 18, 2013, eighteen
2018 District 1 Highway Construction Program
District 1 Highway Construction Program For additional information contact: Stephanie Christensen MnDOT District 1, Public Affairs Office: 218-725-2700 Email: Stephanie.smith-christensen@state.mn.us Last
DESIGN ALTERNATIVE NO. 1 - PRECAST CONCRETE ARCH STRUCTURE FOR 17TH STREET BRIDGE REHABILITATION
O:\5K\5800\5805 17th Street Bridge Rehabilitation\ Bridge Inspection And Design\CADD\Town Hall Meeting\ Alternatives.dwg ALT01 COPYRIGHT c 2013, FRENCH & PARRELLO ASSOCIATES, P.A. THE COPYING OR REUSE
Demolition of Ramp C (SN ): Westbound Ontario Street to Eastbound I-90/94) over I-90/94 (JF Kennedy Expressway)
I-90/94 (Kennedy Expressway) at Ohio Street Structure Replacement and Rehabilitation Section Number 0303-474HB-R D-91-177-09 Contract 60F63 Cook County, Region One, District One City of Chicago Project
DOCUMENT LIST OF DRAWINGS, TABLES AND SCHEDULES
DOCUMENT 00 0115 LIST OF DRAWINGS, TABLES AND SCHEDULES DRAWINGS GENERAL A0.0 COVER SHEET ADDENDUM #2 revised A0.01 TITLE SHEET ADDENDUM #2 revised CIVIL C1.0 TOPO C2.0 DEMOLITION C3.0 TEMPORARY STREET
CHAPTER 14: TRAFFIC SIGNAL STANDARDS Introduction and Goals Administration Standards Standard Attachments 14.
14.00 Introduction and Goals 14.01 Administration 14.02 Standards 14.03 Standard Attachments 14.1 14.00 INTRODUCTION AND GOALS The purpose of this chapter is to outline the City s review process for traffic
The CAD Technician s Role in Office Practice and Procedure
COMMERCIAL DRAFTING AND DETAILING 4TH EDITION JEFFERIS SOLUTIONS MANUAL Full download at: https://testbankreal.com/download/commercial-drafting-detailing-4th-editionjefferis-solutions-manual/ Chapter 2
Sewer Line Extension Permit Design Checklist
CHECKLIST C1 Revised 4/7/2017 Sewer Line Extension Permit Design Checklist DISCLAIMER - This checklist is provided to Consulting Engineers for the express purpose of assisting them in compiling sewer line
APPLICATION FORM FOR INFRASTRUCTURE NOC
APPLICATION FORM FOR INFRASTRUCTURE NOC Submission Type New Resubmission (Previous Reference No): Arch. Str. HVAC EHS Others Revision /Amendment (Infrastructure NOC Reference No): Arch. Str. HVAC EHS Others
CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST
CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil ing Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST The following checklist consists of the minimum requirements for
Guidelines for the Preparation of ITS & Signal Plans by Private Engineering Firms
Guidelines for the Preparation of ITS & Signal Plans by Private Engineering Firms INTRODUCTION Use the following Guidelines in conjunction with the ITS & Signals Scope of work provided in the Project Scoping
Appendix Traffic Engineering Checklist - How to Complete. (Refer to Template Section for Word Format Document)
Appendix 400.1 Traffic Engineering Checklist - How to Complete (Refer to Template Section for Word Format Document) Traffic Engineering Checksheet How to Complete the Form June 2003 Version 3 Maintained
REQUEST FOR PROPOSAL
REQUEST FOR PROPOSAL Engineering Design Services for the Preliminary Engineering of Lake Nepessing/Davison/Genesee Intersection Improvements Sections 1, 2, 11 and 12 of Elba Township Lapeer County, Michigan
1.1 Architectural Drawing No Title Rev
1.0 Drawings 1.1 Architectural Drawing No Title Rev BA2129 PL-001 Site Location Plan - BA2129 PL-002 Existing Site Plan - BA2129 PL-003 Proposed Site Plan - BA2129 PL-004 Proposed Unit Type A - BA2129
Checklist for Tentative Subdivision Map
Checklist for Tentative Subdivision Map All submittal information shall be provided to the Community Development Department. All submittal information shall be presented along with the Uniform Application,
Architectural Floor Plan Symbols
Architectural Floor Plan Symbols The symbols below are used in architectural floor plans. Every office has their own standard, but most symbols should be similar to those shown on this page. Building Section
PROJECT LOCATION BOZEMAN HIGH SCHOOL. ELECTRICAL ENGINEER: Van Dykken Engineering 37 Spanish Peak Drive Bozeman, MT Phone:
DRAWING INDEX GENERAL C. PROJECT COVER G-WING A/V IMPROVEMENTS.0 AREA PLAN ST FLOOR SOUTH. TYP. PROJECTOR MOUNTING & PROJECTOR NOTES.2 G-WING TECHNOLOGY CABINET ELEVATIONS.3 G-WING WIRING DIAGRAM.4 G-WING
APPLICATION FOR SITE PLAN REVIEW
APPLICATION FOR SITE PLAN REVIEW ONLY COMPLETE SUBMISSIONS WILL BE PROCESSED CITY OF PORT ST. LUCIE P&Z File No. PLANNING & ZONING DEPARTMENT Fees (Nonrefundable) $ Arch.: $ (772) 871-5212 FAX: (772) 871-5124
City of Beaumont. Public Works Engineering. Street Improvement Plan Checklist REV 4/18/16
City of Beaumont Public Works Engineering Project Name: TR: Project No.: Date: Street Improvement Plan Checklist Chk A. All Sheets 1. 24" x 36" 2. Signed by the engineer-of-work 3. Marked with the contact
FUTURE PARKING (5) LEGEND PROPERTY LIMIT CURB & GUTTER EASEMENT BUILDING RETAINING WALL WETLAND LIMITS TREELINE SAWCUT LINE SIGN PIPE BOLLARD NUMBER O
FUTURE PARKING (5) LEGEND PROPERTY LIMIT CURB & GUTTER EASEMENT BUILDING RETAINING WALL WETLAND LIMITS TREELINE SAWCUT LINE SIGN PIPE BOLLARD NUMBER OF PARKING STALLS PER ROW PROPOSED EXISTING STANDARD
Valley Road Main Replacement
Bonding Provided Construction Co., Construction, Construction, 5% 5% 5% 5% 5% 5% 5% acknowledged 2 - Bidder Acknowledges Receipt of Addendums there was only 1 Affadivit of Preferential Bidders Status not
Update: July 20, 2012
Location and Design Manual, Volume 3 ODOT Office of CADD and Mapping Services Update: July 20, 2012 ** NOTE: All metric references have been removed from this manual. ** PREFACE REVISIONS Glossary of Terms
CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STORM DRAIN IMPROVEMENT PLAN REVIEW CHECKLIST
CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil ing Division STORM DRAIN IMPROVEMENT PLAN REVIEW CHECKLIST The following checklist consists of the minimum requirements for preparation
CHAPTER 3 INFORMATION REQUIRED FOR PUBLIC IMPROVEMENT CONSTRUCTION PLANS TABLE OF CONTENTS
CHAPTER 3 INFORMATION REQUIRED FOR PUBLIC IMPROVEMENT CONSTRUCTION PLANS TABLE OF CONTENTS Section Title Page 3.1 General... 3-1 3.1.1 Plan Set...3-1 A. Loveland (City Limits Only)...3-1 3.1.2 Final Mylars...3-1
Section 101. Street Design
Section 101 Street Design This section establishes the uniform policies and procedures for the preparation of street design plans and construction requirements in the City of Irvine. It is not intended
752 ST. MARYS RD. LAFAYETTE, CA. PROJECT DATA FLOOR AREA
FLOOR AREAS 1ST. FLOOR LIVING AREA 2ND. FLOOR LIVING AREA TOTAL LIVING GARAGE TOTAL PROPOSED GROSS FLOOR AREA PROPOSED CUT PROPOSED FILL 3,686 SQ.FT 1,668 SQ.FT 5,354 SQ.FT 875 SQ.FT. 6,229 SQ.FT. 420
Portable Signals: INDOT Design Guidance and Specifications
: INDOT Design Guidance and Specifications Joe Bruno, P.E. Traffic Administration, INDOT March 7, 2017 Presentation Overview Background Design Manual 83-5.0 and Design Memo 16-06 Cost and Pay Item Info
ARB MEETING DATE: APRIL 17, 2017 BUSINESS NAME: 1 WALL MOUNTED SIGN 4 WALL MOUNTED, 1 FREESTANDING SQUARE FEET
ARCHITECTURAL REVIEW BOARD SIGN FORM BUSINESS NAME: WORLD FINANCE AND LOANS LOCATION: 205 N. GOOSE CREEK BLVD./STE. 104 NUMBER & TYPE OF SIGNS APPLYING FOR: NUMBER OF ALLOWABLE SIGNS: MAXIMUM ALLOWABLE
MINIMUM DRAWING REQUIREMENTS FOR WATER AND SEWER LINE PROJECTS
Public Works Department Water & Wastewater Services WATER & WASTEWATER ENGINEERING DIVISION 2555 West Copans Road Pompano Beach, Florida 33369 954-831-0745 FAX 954-831-0798/0925 MINIMUM DRAWING REQUIREMENTS
PARKING IMPROVEMENT AIRPORT CAMPUS AMENDED SITE PLAN APPROVAL DRAWINGS 113 KING STREET TOWN OF NORTH CASTLE, NEW YORK AIRPORT CAMPUS I-V LLC
AMENDED SITE PLAN APPROVAL DRAWINGS PARKING IMPROVEMENT AIRPORT CAMPUS CLIENT: AIRPORT CAMPUS I-V LLC 113 KING STREET TOWN OF NORTH CASTLE, NEW YORK JMC DRAWINGS SITE PLANNER, CIVIL ENGINEER, SURVEYOR
CONSTRUCTION SPECIFICATION FOR PORTABLE TEMPORARY TRAFFIC SIGNALS
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS.PROV 708 November 2016 CONSTRUCTION SPECIFICATION FOR PORTABLE TEMPORARY TRAFFIC SIGNALS TABLE OF CONTENTS 708.01 SCOPE 708.02 REFERENCES 708.03 DEFINITIONS
For questions or feedback please contact Perspective Views
NORTHEAST NORTHEAST NORTHEAST NORTHEAST - EAST EAST 3 - EAST 3 - EAST SOUTHWEST SOUTHWEST SOUTHWEST SOUTHWEST - WEST WEST - WEST For questions or feedback please contact memberfeedback@centralparktennisclub.com.
Zoning District: R-1, R-2, and R-4 Applicant: Exeter Rose Farm, LLC, 953 Islington Street #23D Portsmouth, NH 03801
2220.00, Town Planner Town Planning Office, Town of Exeter 10 Front Street Exeter, NH 03833 Re: Exeter Rose Farm Subdivision Design Review Engineering Services Exeter, New Hampshire Site Information: Tax
CITY OF LA MARQUE CHAPTER GRAPHIC REQUIREMENTS CONSTRUCTION PLAN AND MISCELLANEOUS REQUIREMENTS
CITY OF LA MARQUE CHAPTER 2 -------------------------------------------- GRAPHIC REQUIREMENTS CONSTRUCTION PLAN AND MISCELLANEOUS REQUIREMENTS CHAPTER 2 ------------------------------------------------
City of Aspen Water Review for Pitkin County Permits Submission Packet
Projects that propose adding, removing, or changing any plumbing fixtures (e.g. faucets, toilets, dishwashers, hose bibs, etc.) are subject to the ECU/Fixture Count component of the review, and the following
Perspective Views NORTHEAST VIEW 1 SOUTHWEST VIEW 2 AERIAL VIEW - EAST AERIAL VIEW - WEST NORTHEAST VIEW SOUTHWEST VIEW AERIAL VIEW - WEST
NORTHEAST NORTHEAST NORTHEAST NORTHEAST - EAST EAST 3 SOUTHWEST SOUTHWEST SOUTHWEST SOUTHWEST - WEST WEST - EAST 3 - EAST - WEST - WEST Perspective Views Annual Meeting June, 7 Northeast View Interior
White Lake Township Building Dept Highland Rd. (248) White Lake, MI Fax (248)
White Lake Township Building Dept. 7525 Highland Rd. (248) 698-3300 SUBMITTAL REQUIREMENTS FOR SINGLE FAMILY HOMES, ADDITIONS, GARAGES AND RENOVATIONS --NEW-- Package for new residences must include $
Please remove and replace the entire Table of Contents, Section A to Section J and all Appendices.
Please remove and replace the entire Table of Contents, Section A to Section J and all Appendices. The following is a list of changes to the Design Criteria: 1. A2.01 General Note 4 Utility Coordination
Staff Review Date: November 8, 2017 HDC PID#
Charlotte Historic District Commission Application for a Certificate of Appropriateness Staff Review November 8, 2017 HDC 2017-648 PID# 12308414 LOCAL HISTORIC DISTRICT: PROPERTY ADDRESS: SUMMARY OF REQUEST:
Work Type Definition and Submittal Requirements Work Type: Subsurface Utility Engineering (SUE)
MUST be qualified under Minnesota Department of Transportation Prequalification Program - Work Type 15.1 Subsurface Utility Engineering The first section, Work Type Definition, provides a detailed explanation
City of Mendota, MN. Legend 5 35E. Road Edge/Curb Edge/Sidewalk. Fire Hydrant. Buildings
City of Mendota, M E Legend Fire Hydrant Road Edge/Curb Edge/Sidewalk Buildings State/Local Park Church School City Hall Fire Station Hospital/Clinic/Medical Facility Library Police Station County Service
Checklist for Minor Plan Modification
Checklist for Minor Plan Modification All submittal information shall be provided to the Community Development Department. All submittal information shall be presented along with the Uniform Application,
Permit Application. General Information
Town of Permit Application Application Date: / /20 Permit Type Requested: [ ] New Construction [ ] Expansion [ ] Accessory Building [ ] Reconstruction [ ] Earth Moving [ ] Dock/Deck [ ] Fence [ ] Foundation
DOCUMENT SUBMITTAL REQUIREMENTS FOR A NEW MULTI-FAMILY DWELLING
INFORMATION BULLETIN / GENERAL INFORMATION REFERENCE NO.: None DOCUMENT NO. P/GI 2014-007 Previously Issued As: P/GI 2011-007 Effective: 01-01-2014 Revised: DOCUMENT SUBMITTAL REQUIREMENTS FOR A NEW MULTI-FAMILY
DELINEATOR REFERENCE POINT 200' TYPICAL SPACING (YELLOW DELINEATORS) END OF MERGE LANE TAPER DELINEATOR REFERENCE POINT
200' TYP. 600' < EACH SIDE BOTH ROADWAYS END OF MERGE LANE TAPER TYPICAL FOR ALL 2-LANE MERGES EXCEPT WHERE THERE IS A MERGE FROM THE RIGHT AND NO OFFSET IN THE THROUGH LANES END OF MERGE LANE TAPER 200'
TONOPAH AIRPORT RECONSTRUCT TAXIWAY A
RECONSTRUCT TAXIWAY A AIP NO. 3-32-0019-15 PWP-NY-2018-137 NYE COUNTY BID NUMBER 2018-01 NYE COUNTY, NEVADA MARCH 16, 2018 376 Coaldale 265 Silver Peak 6 95 Tonopah TONOPAH AIRPORT Goldfield Warm Springs
City of Massillon Site Plan Checklist
City of Massillon Site Plan Checklist The following information MUST be included with all Site Plans submitted for review and processing in order to constitute a complete Site Plan Package. Incomplete
CITY OF CHELAN LIFT STATION IMPROVEMENTS CITY OFFICIALS. Mike Cooney Mayor. Kelly Allen Ray Dobbs Tim Hollingsworth. Ty Witt City Council
CHELAN COUNTY CITY OFFICIALS Mike Cooney Mayor Kelly Allen Ray Dobbs Tim Hollingsworth Wendy Isenhart Erin McCardle Servando Robledo Ty Witt City Council Jake Youngren Dwane Van Epps Mike Jackson City
1. Land survey Work. 2. Civil and Structural engineering services.
SECTION 01050 FIELD ENGINEERING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division-1 Specification
BID TABULATION SUMMARY Project: CONTRACT 3 SANITARY SEWER REPLACEMENTS Bid Date: Wednesday, January 10, :00 PM
PATTERSON AVENUE 101 Mobilization, Bonds, Insurance LS 1 $40,000.00 $40,000.00 $22,072.00 $22,072.00 102 18-Inch SDR-26 PVC Sanitary Sewer Line Installation LF 1048 $275.00 $288,200.00 $334.00 $350,032.00
Notre Dame High Addition/Renovation Addendum 3 Page 1
School Notre Dame High Addition/Renovation Addendum 3 Page 1 PROJECT: Notre Dame High School Addition/ Renovation Calgary. Alberta DATE November 15, 2012 ADDENDUM NO. 3 Attachment pages Addendum: Page(s)
Special Provision No. 799F07 September 2011 CONSTRUCTION SPECIFICATION FOR PORTABLE TEMPORARY TRAFFIC SIGNALS TABLE OF CONTENTS
PORTABLE TEMPORARY TRAFFIC SIGNALS Item No. Special Provision No. 799F07 September 2011 CONSTRUCTION SPECIFICATION FOR PORTABLE TEMPORARY TRAFFIC SIGNALS TABLE OF CONTENTS 1.0 SCOPE 2.0 REFERENCES 3.0
Temporary Sign Permit
36725 Division Road, P.O. Box 457, Richmond, MI 48062 Building and Planning Department 586-727-7571 ext. 228 586-727-2489 Fax Temporary Sign Permit Application and Regulations Page 1 Updated: 15OCT15 Temporary
UDS OVERVIEW Uniform Drawing System
UDS OVERVIEW Uniform Drawing System The Construction Specifications Institute 601 Madison Street Alexandria, VA 1994 CSI began development of UDS Organization and presentation of drawing sets Organization
CITY OF VISTA STANDARD DRAWINGS
CITY OF VISTA STANDARD DRAWINGS May, 2015 THIS SHEET INTENTIONALLY LEFT BLANK TABLE OF CONTENTS MODIFICATIONS Modifications to San Diego Regional Standard Drawings DRAINAGE STRUCTURES DRN 01 Corrugated
PASTORIA AVE HOLLENBECK AVE EL CAMINO REAL BRT LONG DEDICATED LANE. Figure 7-1c. Trees identified and marked for removal in Sunnyvale.
PASTORIA AVE SV-186 SV-185 SV-184 SV-183 HOLLENBECK AVE WB STATION REMOVE LEFT TURN POCKETS, REASSIGN WB LEFT TURNS TO MARY AVE, REASSIGN EB LEFT TURNS TO PASTORIA AVE SV-182 SV-181 SV-18 SV-179 SV-174
TEC634 Architectural CAD I (formerly Architectural Drawing I) A Course Outline for Architectural CAD I
Parsippany-Troy Hills School District TEC634 Architectural CAD I (formerly Architectural Drawing I) A Course Outline for Architectural CAD I Developed: June 2004 Revised: October 2012 June 2016 Approved
PITKIN COUNTY STANDARDS for ELECTRONIC DRAWINGS and DOCUMENTS SUBMISSION
PITKIN COUNTY STANDARDS for ELECTRONIC DRAWINGS and DOCUMENTS SUBMISSION DOCUMENT SUBMISSION For Building Permit Submittal: Applicants bring Permit Application, Digital Drawings, and Supporting Documents
ROADWAY PLANS LOCATIONS: NC 86 (MARTIN LUTHER KING JR. BOULEVARD) AT AIRPORT DRIVE AND BOLINWOOD DRIVE
ROADWAY PLANS CHAPEL HILL WN LIMITS LOCAONS: NC 86 (RN LUTHER KING JR. BOULEVARD) AT AIRPORT AND BOLINWOOD TYPE OF WORK: INSTALLAON OF S, RKINGS, SIGNING I-40 INDEX OF SHEETS SHEET NO. TLE SERVICES 86
Artistic Rendering of Remodel
Artistic Rendering of Remodel Why Rochester Second only to New York City, the Rochester MSA is the largest regional economy in New York State Rochester has the 3rd best economy in the U.S. ~Brooking Institution
MPA Project No. M495-C1 Refrigerated Container Storage Improvements Project Location: Conley Terminal, Boston, MA
MPA Project No. M495-C1 Refrigerated Container Storage Improvements Project Location: Conley Terminal, Boston, MA RESPONSES TO QUESTIONS and/or RFI s Date: 11/29/2017 The attention of Contractors submitting
Plan Preparation Checklist
Appendix D Plan Preparation Checklist It is the responsibility of the Designer to complete and submit this checklist along with all required drawings for OUC (EFP) Review. All drawings submitted for OUC
Procedure to Petition for Plat Review and Site Plan Review
Economic Development Department (734) 676-7104 or (734) 676-7109 Procedure to Petition for Plat Review and Site Plan Review All site plans shall be submitted to the Economic Development Department to be
WILTON MANORS, Island City 2020 WILTON DRIVE, WILTON MANORS, FLORIDA 33305
WILTON MANORS, Island City 2020 WILTON DRIVE, WILTON MANORS, FLORIDA 33305 COMMUNITY DEVELOPMENT SERVICES (954) 390-2180 FAX: (954) 567-6069 This package includes: General Submittal Procedures Submittal
Texas Department of Transportation Book 2 - Technical Provisions. IH 35E Managed Lanes Project. Attachment 4-4. Section 4(f) Mitigation Master Plan
Texas Department of Transportation Book 2 - Technical Provisions IH 35E Managed Lanes Project Attachment 4-4 Section 4(f) Mitigation Master Plan IH 35E Managed Lanes Project Book 2 - Technical Provisions
Grease Interceptor Design Checklist
CHECKLIST C2 Revised 5/2/2016 Grease Interceptor Design Checklist Public Works DISCLAIMER - This checklist is provided to Consulting Engineers for the express purpose of assisting them in compiling private
Road signs Specifications
AS 1743:2018 AS 1743:2018 Road signs Specifications This Australian Standard was prepared by Committee MS-012, Road Signs and Traffic Signals. It was approved on behalf of the Council of Standards Australia
SITE PLAN APPLICATION
SITE PLAN APPLICATION SECTION 1. APPLICANT/OWNER INFORMATION Please Print or Type Applicant/Developer: City: State: Zip: Telephone: Fax: E-mail: Applicant s Status: (Check One) Owner Tenant Prospective
City of Romulus Administrative Review Committee (ARC) Sketch Plan Submittal Checklist and Review Process
Administrative Review Committee (ARC) Sketch Plan Submittal Checklist and Review Process SUBMISSION CHECKLIST For submission of all ARC Sketch Plan projects the following must be provided: Signed ARC Sketch
RIT CAD Specifications
RIT CAD Specifications The design team shall provide RIT with Revit, AutoCAD, and PDF files that capture the construction conditions of the associated project. This document outlines requirements for submitting
Guidelines for the Preparation of Traffic Signal & Intelligent Transportation System Plans on Design-Build Projects August 2007
Guidelines for the Preparation of Traffic Signal & Intelligent Transportation System Plans on Design-Build Projects August 2007 INTRODUCTION Use the following Guidelines in conjunction with the Traffic
UTILITY SERVICE/REPAIR PERMIT
Form M-21 Revised: September TRANSPORTATION COMMISSION OF WYOMING and its UTILITY SERVICE/REPAIR PERMIT 1. Parties. The parties to this License are, hereinafter referred to as Permittee, whose address
AutoCAD Standards University of California, Santa Cruz Physical Planning & Construction
University of California, Santa Cruz Physical Planning & Construction 1. General Requirements: 1.1 Format 1.2 Ownership 2. Required Data: 2.1 Area Tabulation 2.2 Drawing Files 2.3 External References 2.4
Site Plan Review Application. Interest in the Property (e.g. fee simple, land option, etc.)
1. Identification CITY OF FENTON 301 South Leroy Street Fenton, Michigan 48430-2196 (810) 629-2261 FAX (810) 629-2004 Site Plan Review Application Project Name Applicant Name Address City/State/Zip Phone
Currently 2 vacant engineer positions (1 Engineer level, 1 Managing Engineer level)
INDOT Agency Factoids (System/Comm.) Number of signalized intersections- 2570 200 connected by fiber 300 connected by radio 0 connected by twisted pair 225 connected by cellular 1500 not connected to communication
DIVISION PAVEMENT MARKINGS AND MARKERS
DIVISION 61 66 PAVEMENT MARKINGS AND MARKERS 66.01 SCOPE: The purpose of these specifications is to describe the minimum requirements of the City of Chesapeake for pavement markings and shall be in addition
SITE ZONING DRAWINGS 50 VINEYARD ROAD TOWN OF PHILIPSTOWN PUTNAM COUNTY, NY
PROJECT INFORMATION: SITE ZONING DRAWINGS SITE NUMBER: NY171 SITE NAME: PHILIPSTOWN 50 VINEYARD ROAD TOWN OF PHILIPSTOWN PUTNAM COUNTY, NY PROJECT CONTACTS: SITE PLANNER & CIVIL ENGINEER JMC PLANNING ENGINEERING
SIGN PERMIT APPLICATION
SIGN PERMIT APPLICATION Chocolay Charter Township Planning and Zoning Department 5010 US 41 South Marquette, MI 49855 Phone: 906-249-1448 Fax 906-249-1313 PERMIT #SP- Permanent $ 50.00 Temporary $ 30.00
CHARLES COUNTY GOVERNMENT ITB NO ST. MARK S PUMP STATION UPGRADE
CHARLES COUNTY GOVERNMENT Department of Fiscal and Administrative Services Purchasing Division Telephone: 301-645-0656 August 30, 2016 ITB NO. 17-07 ST. MARK S PUMP STATION UPGRADE ADDENDUM NUMBER THREE
Minimum Drawing & Electronic Submittal Requirements For Record Drawings /As-Builts
Minimum Drawing & Electronic Submittal Requirements For Record Drawings /As-Builts PUBLIC WORKS ENGINEERING DEPARTMENT Revised: February 1, 2017 MINIMUM DRAWING REQUIREMENTS A. GENERAL PLAN REQUIREMENTS:
PLAN RATINGS & COMMON ERRORS TO WATCH FOR IN PLANS
PLAN RATINGS & COMMON ERRORS TO WATCH FOR IN PLANS Project Design Services Unit June 2018 http://ihub/projectdelivery/design/index.html PROJECT RATING FORM This is filled out for ALL Process B projects.
CITY OF OLIVETTE SITE PLAN AND COMMUNITY DESIGN REVIEW INFORMATION PACKET
CITY OF OLIVETTE SITE PLAN AND COMMUNITY DESIGN REVIEW INFORMATION PACKET THE FOLLOWING PACKET CONTAINS: PETITION FOR NONRESIDENTIAL DEVELOPMENT SITE PLAN AND COMMUNITY DESIGN REVIEW SCHEDULE OF DATES
PLANNING DIVISION COMMUNITY & NEIGHBORHOODS DEPARTMENT
Staff Report PLANNING DIVISION COMMUNITY & NEIGHBORHOODS DEPARTMENT To: Salt Lake City Administrative Hearing Officer From: Casey Stewart; 801-535-6260 Date: Re: September 22, 2017 (for September 28 Administrative
NOW LEASING NOW LEASING DOWNTOWN VANCOUVER GRANVILLE ISLAND
TO 25,300 SQUARE FEET OF NEW BUILD PREMISES IN THE WESTSIDE OF VANCOUVER 1296 W BROADWAY Burrard Street Burrard Bridge Granville Street Bridge DOWNTOWN VANCOUVER GRANVILLE ISLAND W 4th Avenue W 6th Avenue
Metro - Let me know about major weekend traffic impacts
Highway 100 Construction Traffic Impacts Dates may change due to weather. West 36th St to Hwy 62 Currently April 4-mid Aug 50th St. ramp to NB Hwy 100 will close. The ramp will reopen in mid-august. Upcoming
SECTION ELECTRICAL IDENTIFICATION
SECTION 16075 ELECTRICAL IDENTIFICATION PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification
SALE PROFESSIONAL CENTER 1502 WOODLAWNW BALTIMORE ALTIMORE,, MD Offer Price: $1,875,000.00
FOR SALE WOODLAWN PROFESSIONAL CENTER 1502 WOODLAWNW DR. BALTIMORE ALTIMORE,, MD 21227 Offer Price: $1,875,000.00 For more information or a tour, contact Chad Tyler: Chad@tylerco.com or 301-370-3611 or
Miami University. Physical Facilities Department. CAD Standards. April 2004
Miami University Physical Facilities Department CAD Standards April 2004 1.0.0 OVERVIEW These standards pertain to the use, production and submittal of electronic CAD files at Miami University. They have