BID SET C1.1 8 LEGEND UTILITY NOTES GENERAL NOTES CONCRETE & PAVEMENT NOTES DEMOLITION NOTES GENERAL NOTES UTILITY OWNERSHIP
|
|
|
- Basil Foster
- 5 years ago
- Views:
Transcription
1
2 GENERAL NOTES UTILITY NOTES DEMOLITION NOTES UTILITY OWNERSHIP LEGEND CONCRETE & PAVEMENT NOTES 1 1 Exp C1.1 GENERAL NOTES F ST. FROM ROCK BLVD TO 1TH ST. 1TH ST. FROM PRATER TO F ST. 110 CORPORATE BLVD. RENO, NV 90 (77) -110 FAX: (77) -110
3 PRATER WAY 1TH STREET ROCK BLVD OVERALL SITE PLAN SCALE: 1" = 0' C.1 1TH STREET C.3 C. GRAPHIC SCALE inch = 0 ft. DRAWING SCALE " x34": 1"=0' 11"x17" : 1"=NTS SHEET INDEX C1.0 TITLE SHEET C1.1 GENERAL NOTES C.0 SHEET INDEX C.1 STA: C. STA: C.3 1TH STREET STA: DETAILS DETAILS C.0 SHEET INDEX F ST. FROM ROCK BLVD TO 1TH ST. 1TH ST. FROM PRATER TO F ST. 110 CORPORATE BLVD. RENO, NV 90 (77) -110 FAX: (77) Exp
4 GRAPHIC SCALE inch = 0 ft. PROTECT IN PLACE EXISTING PCC SIDEWALK ROCK BLVD HEWITT BRILL F ST. 1 F ST. ±39 SF R&R PCC SIDEWALK YAMAMOTO SHAMSHIRPOURIAN JTH PROPERTIES, LLC SLOMINSKI 140 F ST. 13 F ST F ST ' TYP. 110 F ST. 100 F ST. ±4 SF R&R PCC SIDEWALK ±39 SF R&R PCC SIDEWALK ADJUST EXISTING WATER VALVE TO GRADE ±77 SF R&R PCC SIDEWALK PROTECT IN PLACE EXISTING PCC SIDEWALK WISE LIFE ESTATE F ST. 3.4' (LIP TO LIP) ±37 SF R&R RESIDENTIAL DRIVEWAY ROSALES FAMILY TRUST F ST. ±347 SF R&R PCC SIDEWALK ±17 SF R&R RESIDENTIAL DRIVEWAY ± SF R&R PCC SIDEWALK ±4 SF R&R PCC SIDEWALK LOPES INVESTMENTS, LLC F ST. ±49 SF R&R PCC SIDEWALK ±13 SF R&R RESIDENTIAL DRIVEWAY ±133 SF R&R RESIDENTIAL DRIVEWAY ±133 SF R&R RESIDENTIAL DRIVEWAY ±4 SF R&R PCC SIDEWALK YOUNG LIVING TRUST F ST. ±19 SF R&R RESIDENTIAL DRIVEWAY ±13 SF R&R PCC SIDEWALK PROTECT IN PLACE EXISTING PCC SIDEWALK 3.' (LIP TO LIP) ±173 SF R&R RESIDENTIAL DRIVEWAY AMIN F ST. ±13 SF R&R PCC SIDEWALK.00' TYP. ±4 SF R&R PEDESTRIAN RAMP ±137 SF R&R RESIDENTIAL DRIVEWAY FORNI F ST TH STREET ±91 SF R&R PEDESTRIAN RAMP ±47 SF R&R PEDESTRIAN RAMP ±9 SF R&R PEDESTRIAN RAMP MATCH LINE STA. +00 ~ SEE SHEET C. Exp ITEM ESTIMATED TOTALS SHEET C.1 QUANTITY LEGEND EXISTING ABANDONED WATER LINE EXISTING 3" WATER LINE EXISTING " WATER LINE PLAN & PRILE "F" STREET - STA: SCALE: 1" = 0' H ' V DEMOLITION AND CONSTRUCTION NOTES 110 CORPORATE BLVD. RENO, NV 90 (77) -110 FAX: (77) -110 EXISTING " GAS LINE EXISTING STORM DRAIN LINE EXISTING OVERHEAD LINE EXISTING GRADE AT CENTERLINE F ST. FROM ROCK BLVD TO 1TH ST. "F" STA: C.1
5 GRAPHIC SCALE inch = 0 ft. 1TH STREET 3+00 MATCH LINE STA. +00 ~ SEE SHEET C F ST ±19 SF R&R PCC SIDEWALK PARK VILLAGE SQUARE PRATER WAY ±14 SF R&R PCC SIDEWALK ±11 SF R&R PCC SIDEWALK ±10 LF PAINT CURB RED ADJUST EXISTING WATER VALVE TO GRADE ±193 SF R&R RESIDENTIAL DRIVEWAY F ST ' (LIP TO LIP) ±199 SF R&R RESIDENTIAL DRIVEWAY ±17 SF R&R RESIDENTIAL DRIVEWAY ±0 SF R&R RESIDENTIAL DRIVEWAY ±10 SF R&R PCC SIDEWALK MEZZANO TOWNLEY TRUS ± SF R&R PEDESTRIAN RAMP STEPINA FAMILY TRUST LIU GARCIA FAMILY TRUST 13 F ST COLLINS 130 F ST F ST ±19 SF R&R PCC SIDEWALK 10 F ST. 03 1TH ST. ±10 SF R&R RESIDENTIAL DRIVEWAY ±9 SF R&R PCC SIDEWALK ±34 SF R&R PCC SIDEWALK ±17,390 SF R&R AC PAVEMENT SIDEWALK DRAIN PARK VILLAGE SQUARE ±4 SF R&R COMMERCIAL DRIVEWAY PARK VILLAGE SQUARE 11 PRATER WAY PRATER WAY 3.9' (LIP TO LIP) ±7 SF R&R RESIDENTIAL DRIVEWAY ±4 SF R&R PCC SIDEWALK ± SF R&R PCC SIDEWALK ±1 SF R&R PEDESTRIAN RAMP 1TH STREET ADJUST EXISTING WATER VALVE TO GRADE Exp ITEM ESTIMATED TOTALS SHEET 1 C. QUANTITY LEGEND PLAN & PRILE "F" STREET - STA: SCALE: 1" = 0' H ' V DEMOLITION AND CONSTRUCTION NOTES 110 CORPORATE BLVD. RENO, NV 90 (77) -110 FAX: (77) EXISTING ABANDONED WATER LINE EXISTING 3" WATER LINE EXISTING " WATER LINE EXISTING " GAS LINE EXISTING STORM DRAIN LINE EXISTING OVERHEAD LINE EXISTING GRADE AT CENTERLINE F ST. FROM ROCK BLVD TO 1TH ST. "F" STA: C.
6 GRAPHIC SCALE inch = 0 ft. ITEM ESTIMATED TOTALS SHEET 1 C. QUANTITY LEGEND PLAN & PRILE "1TH" STREET - STA: SCALE: 1" = 0' H ' V DEMOLITION AND CONSTRUCTION NOTES EXISTING ABANDONED WATER LINE EXISTING 3" WATER LINE EXISTING " WATER LINE EXISTING " GAS LINE EXISTING STORM DRAIN LINE EXISTING OVERHEAD LINE 44 EXISTING GRADE AT CENTERLINE C.3 1TH ST. FROM PRATER TO F ST. 1TH STREET "1TH" STA: CORPORATE BLVD. RENO, NV 90 (77) -110 FAX: (77) -110 N Exp ENG INEER- STATE
7 1 SIDEWALK DETAIL PEDESTRIAN RAMP DETAIL PEDESTRIAN RAMP DETAIL P.C.C. DRIVEWAY APRON DETAIL 3 7 PEDESTRIAN RAMP DETAIL P.C.C. DRIVEWAY APRON NOTES 4 PEDESTRAIN RAMP NOTES NOT USED 1 1 Exp TH ST. FROM PRATER TO F ST. DETAILS 110 CORPORATE BLVD. RENO, NV 90 (77) -110 FAX: (77) -110
8 WIDTH VARIES SEE REHABILITATION SECTIONS THIS SHEET FOR NEW PAVEMENT AND BASE REQUIREMENTS PLAN DETAIL 'A' REMOVE UNSUITABLE SUBGRADE AND PLACE UP TO 1" TYPE, CLASS B AGGREGATE BASE. GEOTEXTILE STABILIZATION FABRIC, MIRAFI 00X OR APPROVED EQUAL. SECTION A-A WIDTH VARIES AC - SEE REHABILITATION SECTIONS THIS SHEET FOR NEW PAVEMENT REQUIREMENTS DEEP LIFT AC - THICKNESS VARIES COMPACTED APPROVED SUBGRADE ENGINEER-STATE Exp SIDEWALK CROSS-DRAIN DETAIL PAVEMENT PATCH DETAIL 3 ASPHALT SECTION DETAIL 4 OVEREXCAVATION SECTION FOR UNSUITABLE MATERIAL 1TH ST. FROM PRATER TO F ST. 110 CORPORATE BLVD. RENO, NV 90 (77) -110 FAX: (77) -110 DETAILS PCC POST CURB DETAIL PCC CURB AND GUTTER DETAIL 7 CATCH BASIN TYPE 4-R DETAIL NOT USED
Miscellaneous. Demolition
Public Improvements Miscellaneous 1 Mobilization L.S. ** 2 Clearing and Grubbing L.S. *** 3 Structural Concrete Incl. Reinforcing C.Y. $1,325.00 4 6" PVC Sleeves L.F. $26.00 Demolition 5 Remove Asphalt
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
VILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD.
Q:\VillaPark_IL\11283000 Astor-Myrtle Sewer Separation Preliminary Design\D.4 CAD\Sheets\North\1. Cover.dwg INDEX OF SHEETS 1 COVER 2 GENERAL NOTES 3 SUMMARY OF QUANTITIES 4 ALIGNMENT 5-9 DRAINAGE AND
MARQUETTE GREENWAY TRAIL
------ ------ TRAFFIC DATA A.A.D.T. (2010) A.A.D.T. (ED 2022) D.H.V. (2022) DIRECTIONAL DISTRIBUTION TRUCKS N/A N/A N/A N/A N/A DESIGN DATA DESIGN SPEED DESIGN CRITERIA FUNCTIONAL CLASSIFICATION RURAL/URBAN
CITY OF DANA POINT DEVELOPMENT REVIEW
Section I EARTHWORK CITY OF DANA POINT DEVELOPMENT REVIEW COST ESTIMATE UNIT PRICE LIST May 2002 Page 1 of 12 Section I EARTHWORK TABLE OF CONTENTS SECTION AND TOPICS...PAGE INTRODUCTION... i I EARTHWORK...
2018 PARKING LOT MAINTENANCE & REPAIR
Drawing Name: D:\Projects\CSU Parking Lot\Dwg\Sheets\Cover Monday, Sheet.dwg May 14, 2018 10:28 AMBy: RhondaBunner 2018 PARKING LOT MAINTENANCE & REPAIR BENCHMARKS Coordinate Control VERTICAL DATUM: HORIZONTAL
City of Regina Standard Construction Specification SECTION 2999 LISTING OF ROADWAY STANDARD DRAWINGS
City of Regina Standard Construction Specification SECTION 2999 LISTING OF ROADWAY STANDARD DRAWINGS R-1 Alternate Pavement Structures July/10 R-2 Typical Cross Sections for Asphaltic Concrete Pavements
Immediately following the Committee of the Whole meeting Mukwonago Municipal Building/Board Room, 440 River Crest Court
Dated 06-29-17 SPECIAL VILLAGE BOARD MEETING Notice of Meeting and Agenda Wednesday, July 5, 2017 Time: Place: Immediately following the Committee of the Whole meeting Mukwonago Municipal Building/Board
CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STREET/ALLEY IMPROVEMENT PLAN REVIEW CHECKLIST
CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil ing Division STREET/ALLEY IMPROVEMENT PLAN REVIEW CHECKLIST The following checklist consists of the minimum requirements for preparation
STORM M ANHOLE FOR 42" PIPE AND SM ALLER JOB NO. SHEET NO. DATE MARCH 2015 OF MIN OF 3 CRSES MAX OF 5 CRSES 30"MAX 3 OR 3.5 PRECAST ECCENTIC CONC
01-APR-2015 13:33 = I:\MSV8i\Plotting\piblack.ptb V:\201001\\C\8x11_Howell_Det\stm_det01_8x11_st01.dgn TIME = MIN 3 CRSES MAX 5 CRSES 3 OR 3.5 PRECAST ECCENTIC CONC ID PIPE GRADE A CONC FILL 4" 8" 2-0"SUMP
EXTERIOR BUILDING, ROOFING, AND SITE IMPROVEMENTS
CONTRACT NUMBER: IFB-8-B006 ARCHITECT / ENGINEER : HURST-ROSCHE, INC. NO. LINOIS 62203 (68) 398-0890 -7 E. RANDLE ST./ N. FRITZ ST. 402 CHERRY ST., 404-406 ST. LOUIS ST. 502-506 DEE ST. 50-505 PLUM ST.
Existing and proposed contours at 1-foot intervals. The fill and/or excavation quantities in cubic yards.
PLAN REQUIREMENTS The plans for street design shall conform to the requirements of Sections 3 and 4. The following requirements shall also be shown on the plans where applicable. Road and Storm Plans:
Municipality of Anchorage Public Works Department Project Management and Engineering Division BID TABS
Municipality of Anchorage Public Works Department Project Management and Engineering Division BID TABS 2016 20.02 M 20.03 M 20.03 SP 20.04 M 20.04 M 20.04 M 20.06 M 20.06 M 20.07 M 20.07 M 20.08 M 20.08
STANDARD BID ITEM NUMBERS
10701 TRAFFIC CONTROL LUMP SUM 10702 Traffic Control for Storm Sewer Installation LUMP SUM 10703 Traffic Control for Water Main Installation LUMP SUM 10704 Traffic Control for Sanitary Sewer Installation
PART 4 STANDARD DRAWINGS FOR CONSTRUCTION
4.0. INTRODUCTION PART 4 STANDARD DRAWINGS FOR CONSTRUCTION In this document, Ivins City adopts the most recent edition (currently 2007), including all amendments, of the APWA Utah Chapter s Manual of
CITY OF REEDLEY NEW DEVELOPMENT PLAN REVIEW CHECK LIST
CITY OF REEDLEY NEW DEVELOPMENT PLAN REVIEW CHECK LIST Tract Number and Subdivision Name: Engineering Firm: Contact Person: Address: City: State: Zip: Phone No. Fax No. Assessor s Parcel Number(s) Tentative
I. GENERAL: The Bidding and Contract Documents for Riverside North Parking Lot are modified as described in this Addendum.
ADDENDUM 1 CITY OF MEDFORD RIVERSIDE NORTH PARKING LOT ITB 15-012BL JUNE 22, 2015 PAGE 1 I. GENERAL: The Bidding and Contract Documents for Riverside North Parking Lot are modified as described in this
Construction Plan Reading Basics & Applications
Construction Plan Reading Basics & Applications July 12 th, 2016 / 4 p.m. Richland County Transportation Penny Office Instructor Ben W. Lewis, PE Welcome & Introductions Instructor Ben W. Lewis, PE Project
MINIMUM C/L RADII OF CURVATURE OF LOCAL ROADS IN SUBDIVISIONS
75m 70m 65m 60m DEFLECTION ANGLE C/L RADII OF CURVATURE 55m 50m 45m 40m 35m 30m 25m 20m 15m 90 80 70 60 50 40 30 20 10 0 DEFLECTION ANGLE - MINIMUM C/L RADII OF CURVATURE OF LOCAL ROADS IN SUBDIVISIONS
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
SECTION III STANDARD DRAWINGS ROYSE CITY GENERAL CONSTRUCTION NOTES & DETAILS
9. STANDARD DETAILS SECTION III STANDARD DRAWINGS ROYSE CITY GENERAL CONSTRUCTION NOTES & DETAILS j:\clerical\royse city\1-4086 general services\168-tech const standards review\tcss manual\2018 tcss manual\sec-9a
SUPPLEMENTARY STANDARD DETAIL DRAWINGS
CITY OF MAPLE RIDGE DESIGN AND CONSTRUCTION DOCUMENTS Part 4 SUPPLEMENTARY STANDARD DETAIL DRAWINGS September 2015 Updated: October 2015 THIS PAGE INTENTIONALLY LEFT BLANK City of Maple Ridge Supplementary
James P. Erb, CPA Auditor-Controller Treasurer-Tax Collector James W. Hamilton, CPA Assistant Auditor-Controller Treasurer-Tax Collector
COUNTY OF SAN LUIS OBISPO AUDITOR - CONTROLLER TREASURER - TAX COLLECTOR James P. Erb, CPA Auditor-Controller Treasurer-Ta Collector James W. Hamilton, CPA Assistant Auditor-Controller Treasurer-Ta Collector
DESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA
DESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA 94544-1395 PUBLIC WORKS DESIGN GUIDELINES TABLE OF CONTENTS SD-100 SERIES SPECIAL DRAWINGS SD-100 8/1991 SILT
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
CITY OF SAN MARCOS ENGINEERING DIVISION
AN APPLICANT S GUIDE TO PROCEDURES FOR: CITY OF SAN MARCOS ENGINEERING DIVISION ENGINEER S COST ESTIMATE USING UNIT PRICES FOR BOND PURPOSES-REVISED NOVEMBER 9, 2006 (Calculations are already set-up in
WATER STRUCTURE LEGAL & SURVEY TOPOGRAPHY/GRADING LANDSCAPE/VEGETATION
REVISION IDENTIFIER DETAIL LABEL CALLOUT LABEL 1 SHEET ABANDONED ASBESTOS CEMENT BALK OF WALK BEGINNING OF CURVE BENCH MARK BUILDING CAPACITY CAST IRON CATCH BASIN CATCH BASIN MANHOLE CENTER LINE CERTIFICATE
CITY OF APACHE JUNCTION DEVELOPMENT SERVICES CIVIL ENGINEERING PLAN REVIEW CHECKLIST PROJECT: LOCATION:
CITY OF APACHE JUNCTION DEVELOPMENT SERVICES CIVIL ENGINEERING PLAN REVIEW CHECKLIST PROJECT: LOCATION: LOG NO.: LEGEND REVIEW REVIEWED BY DATE / - Requirement satisfied 1 O Requirement not satisfied 2?
Section 4-02 Typical Sections TABLE OF CONTENTS. INTRODUCTION...2 General...2
Section 4-02 Typical Sections TABLE OF CONTENTS INTRODUCTION...2 General...2 DRAFTING GUIDELINES...3 General...3 Drawing Typical Sections...3 Attaching a Sheet...3 Text Size and Spacing...4 Labeling of
Government Of Newfoundland & Labrador Municipal Water, Sewer And Roads Master Construction Specifications
PAGE NO. : 1 OF 4 Revision Date: July 2009 STANDARD DRAWINGS TABLE OF CONTENTS DRAWING # DESCRIPTION 0030............ Work Adjacent to Roadway 0040............ Work at the Edge of Roadway 0050............
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
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
STANDARD DETAILS Crow Canyon Road San Ramon, CA Telephone: (925) Fax: (925)
STANDARD DETAILS 2401 Crow Canyon Road San Ramon, CA 94583 Telephone: (925) 973-2670 Fax: (925) 838-3937 CITY OF SAN RAMON STANDARD DETAILS INDEX CONCRETE WORK NAME DRAWING # Curb, Gutter & Sidewalk C-1
M I N N E S O T A D O T BID TABULATION SUMMARY JOB PAGE 1 ON 01/14/97 MINNESOTA PROJECT NO.S: DPI 015-8(021) DPI 015-8(022)
BID TABULATION SUMMARY JOB 970010 PAGE 1 STATE PROJECT NO. 27-618-70 BIDS RECEIVED UNTIL 2:00 P.M. ON 01/14/97 MINNESOTA PROJECT NO.S: DPI 015-8(021) DPI 015-8(022) AT THE JUNCTION OF AUTO CLUB ROAD AND
Section E NSPS MODEL STANDARDS FOR TOPOGRAPHIC SURVEYS Approved 3/12/02
Section E NSPS MODEL STANDARDS FOR TOPOGRAPHIC SURVEYS Approved 3/12/02 1. INTRODUCTION This standard is written to provide the professional surveyor (Surveyor) and the client with a guideline for producing
1. MATERIALS SHALL CONFORM TO THE FOLLOWING: a) STEEL REINFORCING - WIRE FABRIC (4x4) GALVANIZED - G G REINFORCING EARS TO BE EPOXY CO
1. MATERIALS SHALL CONFORM TO THE FOLLOWING: a) STEEL REINFORCING - WIRE FABRIC (4x4) GALVANIZED - G40.20-041G40.21-04 REINFORCING EARS TO BE EPOXY COATED - D3963/D3963M CEMENT - PORTLAND GU b) FINE AGGREGATE
PRECISE GRADING PLAN CHECKLIST
PRECISE GRADING PLAN CHECKLIST PUBLIC WORKS DEPARTMENT / ENGINEERING DIVISION 8130 Allison Avenue, La Mesa, CA 91942 Phone: 619. 667.1166 Fax: 619. 667.1380 Grading plans shall address both rough grading
TYPE 4-C TYPE 6 TYPE 7 TYPE 8
````` Face of ase rad. 42 TYPE rad. " T T T 22.5 2'- unless otherwise shown on plans 5" 5" 5" Slope 2: TYPE 2 rad. Concrete TYPE 2-A rad. Wearing Course Concrete ase Course TYPE 2-0" rad. TYPE 3 As Shown
DRAFTING STANDARDS 9.00 DRAFTING STANDARDS
DRAFTING STANDARDS 9.00 DRAFTING STANDARDS Final plans shall conform in appearance, format, accuracy, and quality to the standards used in the Springfield Engineering Division. Additional standards shall
UTILITY AND STREET CONSTRUCTION PLAN REQUIREMENTS SECTION 1
UTILITY AND STREET CONSTRUCTION PLAN REQUIREMENTS SECTION 1 ENGINEERING STANDARDS FOR UTILITY AND STREET CONSTRUCTION PLANS MARCH 2014 CONSTRUCTION PLAN SHEET FORMAT REQUIREMENTS REPRODUCIBLE MYLAR 1.
This addendum forms a part of the Contract Documents dated: August 10, 2012.
Addendum # 1 Date Issued: August 28, 2012 Issued By: Project: Owner: Renker Eich Parks Architects 1609 Dr. Martin Luther King Street North St. Petersburg, Florida 33704 Ph# (727) 821-2986 Fax # (727) 896-4911
TOWN of LAKESHORE SITE PLAN CHECKLIST
TOWN of LAKESHORE SITE PLAN CHECKLIST Last Revised December 17, 2009 Project Name: Project Location: Date Submitted: Name Phone Number E-mail Address Owner: Contractor/ Engineer: ( ) ( ) Applicant: ( )
Appendix C Construction Details
7172 Kennedy Road Warrenton, Virginia 20187 Appendix C Construction Details November 2017 TABLE OF CONTENTS THRUST BLOCKS Anchorage for 11 1/4 o, 22 1/2 o & 45 o Upper Vertical Bends... AV 01 Buttresses
Town of Westlake Construction Plans Review Checklist
CONSTRUCTION PLANS CONTENTS All Drawings 24 x 36 Cover Sheet Final Plat Site Plan Demolition Plan Utility Plan Drainage Area Map and Calculations Paving Plan & Profile Sheets Storm Drain Plan & Profile
CONSTRUCTION SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 422 MAY 1993 CONSTRUCTION SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS 422.01 SCOPE 422.02 REFERENCES 422.03 DEFINITIONS
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
City of Vaughan Engineering Department DESIGN STANDARD DRAWINGS
City of Vaughan Engineering Department DESIGN STANDARD DRAWINGS March 2004 STANDARD DRAWINGS Partners With The Environment March 2004 FORWARD The March 2004 version of the City of Vaughan Design Standard
Appendix E-4. City of Fort Collins. Requirements for Utility Plans
Appendix E-4 City of Fort Collins Requirements for Utility Plans Project Name: Project Planner: Design Engineering Firm: Developer: All applications for final development plans must include final development
PROJECT NAME: TRACT, PARCEL MAP PROJECT ID NO. PLAN CHECKED BY: 1ST CHECK 3RD CHECK 2ND CHECK COMMENTS FINAL MYLAR DATE CHECKED:
CITY OF COLTON PUBLIC WORKS/ENGINEERING DEPARTMENT STREET IMPROVEMENT PLAN REVIEW LIST (PROVIDE SEPARATE ON-SITE & OFF-SITE STREET IMPROVEMENT PLAN SETS) PROJECT NAME: TRACT, PARCEL MAP PROJECT ID NO.
RECORD DRAWINGS REVISED TO CONFORM TO CONSTRUCTION RECORDS PROVIDED BY CONTRACTOR GMG BY DATE 11/13 CRS NO.
CELL: (715) 803-8009 MABOSI@WISCONSINPUBLICSERVICE.COM CELL: (715) 573-7806 CHVIRCKS@WISCONSINPUBLICSERVICE.COM CALVIN.KLADE@FTR.COM DGAU@KRONENWETTER.COM SCOTT OLSEN (715) 302-1348 S REVISED TO CONFORM
INVITATION FOR BID (IFB) IFB NO. GSWA
INVITATION FOR BID (IFB) IFB NO. GSWA-005-16 AGAT AND MALOJLOJ RESIDENTIAL TRANSFER STATION IMPROVEME AND DEDEDO RESIDENTIAL TRANSFER STATION CLOSURE ADDENDUM NO. 6 September 22, 2016 ALL BIDDERS MUST
Project Name: County File No.: Checked by: For: Date:
Project Name: County File No.: Checked by: For: Date: Print name Firm or agency Items noted in the checklist shall be considered the minimum amount of information necessary for submission of construction
CITY OF SALEM DEPARTMENT OF PUBLIC WORKS ADMINISTRATIVE RULES CHAPTER 109 DIVISION 002 DRAFTING AND DRAWING STANDARDS
CITY OF SALEM DEPARTMENT OF PUBLIC WORKS ADMINISTRATIVE RULES CHAPTER 109 DIVISION 002 DRAFTING AND DRAWING STANDARDS SECTION 2.1 INTRODUCTION... 1 (a) Objective...1 (b) Applicability...1 2.2 SUBMITTAL
Date Requested, 200_ Work Order No. Funding source Name of project Project limits: Purpose of the project
Bureau of Engineering SURVEY DIVISION REQUEST FOR TOPOGRAPHIC SURVEY Date Requested, 200_ Work Order No. Funding source Name of project Project limits: Purpose of the project Caltrans involvement (must
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
Washington County Road Engineering Plan Submittal/Review Checklist
Washington County Road Engineering Plan Submittal/Review Checklist Washington County Land Use Case File Number: Parcel(s): Developer/Owner Name(s): Developer/Owner E-mail(s): The following elements should
MSD STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY
MSD M etr o p olitan S e w e r Di s t r ict STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY 40203-1911 STANDARD DRAWINGS DIVISION
CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA (360)
CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA 98501 (360) 754-4180 Email: cdd@ci.tumwater.wa.us WATER-SEWER-STREET-STORM (IN CITY) Submittal Checklist TUM - RCVD BY DATE STAMP APPLICANT INFORMATION
SECTION 3 IMPROVEMENT PLAN REQUIREMENTS
SECTION 3 IMPROVEMENT PLAN REQUIREMENTS CONTENTS Page 3-1 Digital Submittals 3-2 3-2 Paper Size and Scale 3-2 3-3 Drafting Standard 3-2 3-4 Title Sheet 3-2 3-5 Title Block 3-3 3-6 Drainage, Sewer, Water,
City of Kitchener Infrastructure Services Department Engineering Services Division. CAD Standards for Engineering
City of Kitchener Infrastructure Services Department Engineering Services Division CAD Standards for Engineering Printed: October 29, 2012 Revision History Revision Description Date Layer revisions. June
Tooker Family Residence
110 25 90 E B M U D (N) POP-UP DRAIN + DRAIN ROCK BASIN DISCHARGE OF SURFACE DRAINS AND DOWNSPOUTS - SHEET FLOW ACROSS LANDSCAPE NOTE: SEE SHEET S2.0.1 FOR FOUNDATION + RAIN WATER DRAINAGE DESIGN 143.57'
SECTION SITE SURVEYS
SECTION 02 21 13 SITE SURVEYS SPEC WRITER NOTE: 1. Delete text between // // not applicable to project. Edit remaining text to suit project. 2. Use this section to specify survey required before design
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
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
ACWWA DRAWING SUBMITTAL INFORMATION - UTILITY DRAWING REQUIREMENTS
ACWWA DRAWING SUBMITTAL INFORMATION - UTILITY DRAWING REQUIREMENTS Detailed construction drawings for system extensions shall be prepared for approval with a submittal to the Authority. All construction
NRE DESIGN PARK SITE DEVELOPMENT PLANS SECTION 3 TOWNSHIP 50 SOUTH, RANGE 25 EAST CITY OF NAPLES, COLLIER COUNTY, FLORIDA
SITE DEVELOPMENT PLANS LEGAL SUBJECT PROPERTY SECTION 3 TOWNSHIP 50 SOUTH, RANGE 25 EAST CITY, COLLIER COUNTY, FLORIDA PROPERTY OWNER: ENTERPRISE PLAZA LLC 404 CITATION PT, FL 34104 GULF MEXICO PREPARED
Florida's Turnpike Enterprise Roadway Phase III (90%) & Phase IV (100%) Check List Per FDM and TDH Part 3
Notes to Reviewers Section 301 Design Exceptions, Variation, and Technical Memorandums Special directives date and source Key Sheet Section 302 Location Map w/ location of project on map All applicable
TOWN OF GARDEN CITY, UTAH GARDEN CITY PARK TRAIL
TOWN OF GARDEN CITY, UTAH GARDEN CITY PARK TRAIL RICH COUNTY, UTAH INDEX OF SHEETS Sheet Number Sheet Title NOTICE AND DISCLAIMER The plans and/or specifications (Documents) are the property of J-U-B Engineers,
Housing Authority of Utah County
Legend Springville Site Vicinity Map (not to scale) Planning Department 110 South Main Street Phone (801) 491-7861 Fax (801) 489-2716 Community Development Director - J Fred Aegerter Public Works Department
CITY OF STOCKTON 2016 STANDARD PLANS AND SPECIFICATIONS PROPOSED REVISIONS
STANDARD PLANS EXISTING ALL Proposed to Modify the outdated Standard Plans numbering system (See Attachment B) GENERAL 1 Typical Layout for Improvement Plans Added Note 7: North Arrow Location and Orientation
dpd client assistance memo CAM Plot Plan Requirements Basic Plot Plan What is a Plot Plan?
dpd Seattle Department of Planning and Development formerly the Department of Design, Construction and Land Use CAM 103 client assistance memo Plot Plan Requirements November 2001 Applications for City
Survey Control Point Observations
Level Name SURVEY_CTRL SURVEY_CTRL_CHK_NODE SURVEY_CTRL_NODE SURVEY_CTRL_OBS SURVEY_CTRL_REF_SYM SURVEY_CTRL_SETUPS SURVEY_CTRL_SYM SURVEY_CTRL_TXT SURVEY_DTM_BREAKLINE SURVEY_DTM_BREAKLINE_NODE SURVEY_DTM_CHECK_NODE
8' PUE 8' PUE VARIABLE 5' STORM SEWER (SOUTH AND EAST) 1. UTILITIES SHALL BE LOCATED AS SHOWN UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
R/W R/W 8' PUE 8' PUE VARIABLE VARIABLE C L 3.5' 2.5' MIN COVER 3' MIN COVER STANDARD CURB & GUTTER PWR, GAS, TEL, TV SEE NOTE 6 STORM SEWER (ALTERNATE LOCATION) SANITARY SEWER (NORTH AND WEST) 5' 5' STORM
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
Standard Plate 7036 is discontinued. It is replaced by Standard Plan Pedestrian Curb Ramp Details.
DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management & Technical Support, Design Support Section TRANSMITTAL LETTER NO. (12-02) MANUAL: Standard Plates DATED: May 11, 2012 SUBJECT: Standard
Responses to Concrete Specifications Survey with Summary (2011)
Responses to Concrete Specifications Survey with Summary (2011) In March of 2011, a survey was sent out by Manitoba Infrastructure and Transportation (MIT) Materials Engineering Branch to poll Department
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
INSTRUCTIONS: 1. Record the transmittal letter number, date, and subject on the transmittal record sheet located in the front of the manual.
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Technical Support Design Services Section TRANSMITTAL LETTER NO. (0-03) MANUAL: Standard Plates DATED: September
CITY OF MUSKEGO DRAFTING STANDARDS
CITY OF MUSKEGO DRAFTING STANDARDS GENERAL - These standards apply to all plans. 1. Plans must be prepared on sheets measuring 36 inch across and 22 inch to 24 inch high unless otherwise specified under
STANDARD CATCH BASIN GUTTER LINE CB INLET FRAME & GRATE, GROUTED TO GRADE RINGS AS REQ'D CONCRETE CURB FINISHED GRADE ASPHALT MAX 50 MIN
CB INLET FRAME & GRATE, GROUTED TO GRADE RINGS AS REQ'D ASPHALT 20 GUTTER LINE CONCRETE CURB FINISHED GRADE PRECAST GRADE RINGS, 2 50 100 MAX PRECAST CB LID GROUT ALL AROUND CB LEAD, INSIDE & OUTSIDE OF
MH Table of Contents Standard Title/Scope Page Table of Contents SCE Public
MH Table of Contents Standard Title/Scope MH 300 MH 310 MH 318 MH 320 MH 325 MH 330 MH 335 MH 340 MH 350 Manholes Requirements MH 300.1 Manholes Requirements...........................................
Manholes Table of Contents
Standard MH 300 Title Manholes Requirements MH 300.1 Manholes Requirements Manholes Table of Contents Underground Structures Standards MH 310 MH 318 MH 320 MH 325 MH 330 MH 335 MH 340 MH 350 Precast Tub-Type
City of Hamilton INFORMATION FOR CONDITIONAL USE PERMIT
City of Hamilton INFORMATION FOR CONDITIONAL USE PERMIT There is a $200.00 non-refundable fee for each request. Requests must be completed and submitted to the Public Works Department, City of Hamilton,
Authorized Agent: City of Manassas Check List Attached: Contact: Address: Phone Number: Fax Number: Developer s Name: Phone Number:
CITY OF MANASSAS DEPARTMENT OF COMMUNITY DEVELOPMENT DEVELOPMENT SERVICES DIVISION 9027 Center Street Room 201 Manassas, Virginia, 20110 Phone: 703-257-8278 Fax: 703-257-5831 Application Date: APPLICANT
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
W 869 SN 303 S. Paterson Street, Ste. 1 Madison, WI ph Structural Engineering: /Users/paulcuta/Desktop/1603 Finals/1603
869 86 863 W 869 SN 303 S. Paterson Street, Ste. 1 Madison, WI 53703 ph 608-709-1250 Structural Engineering: /Users/paulcuta/Desktop/1603 Finals/1603 Re Submit/15002_Titleblock.dwg 868 SN LEGEND W 867
CONSTRUCTION PLANS. for TOWN OF YORKVILLE 2017 PAVING & DRAINAGE PROGRAM BRAUN ROAD (57TH DRIVE TO WOODLAND TRAIL) 53RD DRIVE
LOG CT. TR. CONSTRUCTION PLANS for TOWN YORKVILLE INDEX Plan Sheet COVER TYPICAL SECTIONS & CONSTRUCTION DETAILS PLAN & PRILE Sheet No. 1 2 3-8 LEGEND Description EDGE WOODS DECIDUOUS TREE DECIDUOUS TREE
MILL HILL ARTS VILLAGE
OWNER CIVIL ENGINEER MACON-BIBB URBAN DEVELOPMENT AUTHORITY ALEX MORRISON, EXECUTIVE DIRECTOR 200 CHERRY STREET, SUITE 300 MACON, GA 31201 OFFICE PHONE : (478) 803-2402 TRIPLE POINT ENGINEERING DAN WALLACE,
IOWA CITY WASTEWATER TREATMENT PLANT RELOCATION PROJECT NORTH PLANT SALVAGE AND DEMOLITION PHASE CITY OF IOWA CITY FEBRUARY, 2015
IOWA CITY WASTEWATER TREATMENT PLANT RELOCATION PROJECT No Record Drawing Comments by Veit for this Sheet! FOR FEBRUARY, 2015 VEIT Record Drawings Demolition Project Manager: Jason Mueller Demolition Superintendent:
Manhole or Catch Basin Type A & B Cone Sections Precast - Design F Manhole or Catch Basin Cover (Reducer Cone Section Precast) Design D
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (14-02) MANUAL: Standard
FINAL ENGINEERING FOR 11 W. HOME AVE. VILLA PARK, IL LOCATION MAPS VICINITY SITE LOCATION SUMMARY OF QUANTITIES 67 FT. 32 FT. 92 SQ.-FT.
FINAL FOR W. HOME AVE., IL 608 LEGEND DESCRIPTION SANITARY SEWER STORM SEWER PROPOSED COMBINED SEWER WATERMAIN GAS TELEPHONE ELECTRIC OVER HEAD WIRE CURB FENCE STORM CATCHBASIN OR MANHOLE, OPEN LID STRUCTURE
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'
City of Starkville Development Review Committee Infrastructure Drawings Submittal Checklist for Site Plan Applications
City of Starkville Development Review Committee Infrastructure Drawings Submittal Checklist for Site Plan Applications Please submit ten (10) folded copies of the Infrastructure Drawings along with this
SUBJECT: Standard Plates 4132, 4155, Drainage Structures and Castings Info
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (18-01) MANUAL: Standard
Precast Concrete Pavement
Precast Concrete Pavement Phillip Sturdivant, P.E. Louisiana Department of Transportation and Development www.dotd.la.gov What is Precast Concrete Pavement? Precast concrete pavement is what it says it
Minor Site Plan Application and Checklist Land Disturbing Activities
Minor Site Plan Application and Checklist Land Disturbing Activities INSTRUCTIONS: Please provide the requested information below. The Development Services Department reviews each site plan submittal based
ROWAN UNIVERSITY 201 MULLICA HILL ROAD GLASSBORO, NEW JERSEY 08028
THE CENTER FOR RESEARCH AND EDUCATION IN ADVANCED TRANSPORTATION ENGINEERING SYSTEMS (CREATEs) ISSUED FOR BID - CONTRACT - 02 201 MULLICA HILL ROAD GLASSBORO, NEW JERSEY 08028 ALL DIMENSIONS MUST BE VERIFIED
1. Denver Water is not the provider. [C1 Cover] Baseline Response: Revised to show Thornton Water Department as the provider.
![1. Denver Water is not the provider. [C1 Cover] Baseline Response: Revised to show Thornton Water Department as the provider.](/thumbs/96/126789312.jpg "1. Denver Water is not the provider. [C1 Cover] Baseline Response: Revised to show Thornton Water Department as the provider.")
Nate Hatleback Project Manager City of Thornton 303 538 7694 Nate.Hatleback@cityofthornton.net Re: Topgolf Review The City of Thornton has provided comments regarding several submittals on June 14 th,
Joint with Bent Dowels. David Cronin, P.E. City Engineer. Jason Hoskinson, P.E., PTOE BG Consultants, Inc. DATE: January 23, 2014
1405 Wakarusa Drive Lawrence, KS 66049 P : 785 749 4474 F : 785 749 7340 TO: FROM: David Cronin, P.E. City Engineer Jason Hoskinson, P.E., PTOE BG Consultants, Inc. DATE: January 23, 2014 RE: Rock Chalk
Measuring the Thickness of Fills & Coatings
1. Why do it? The Dipstick helps you obtain the exact thickness of fills or coatings quickly and non-destructively without coring! Because of the extreme accuracy and repeatability of the Dipstick, you