Immediately following the Committee of the Whole meeting Mukwonago Municipal Building/Board Room, 440 River Crest Court

Size: px
Start display at page:

Download "Immediately following the Committee of the Whole meeting Mukwonago Municipal Building/Board Room, 440 River Crest Court"

Transcription

1 Dated 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 Room, 440 River Crest Court 1. Call to Order 2. Roll Call 3. Convene into closed sessions pursuant to Wis. Stat (1)(e) (Deliberating or negotiating the purchasing of public properties, the investing of public funds, or conducting other specified public business, whenever competitive or bargaining reasons require a closed session) for discussion and possible action related to potential real estate transactions with Roger W. Chapman and Fern L. Chapman Joint Revocable Trust, and possible action related to potential real estate transactions with Greenwald Family Limited Partnership, and potential sale of the property located at 915 Main St. 4. Reconvene into open session pursuant to Wis. Stats (2) for possible additional discussion and/or action concerning any matter discussed in closed session and/or any unfinished item remaining on the agenda 5. New Business Discussion and Possible Action on the Following Item A. Award of bid for the Chapman Farms Blvd Project to Musson Bros., Inc. in the amount of $1,154, B. Approval of Administrative Revision to Offering Price Report for Chapman Joint Revocable Trust 6. Adjournment It is possible that members of, and possibly a quorum of, members of other governmental bodies of the municipality may be in attendance at the above stated meeting to gather information. No action will be taken by any governmental body at the above stated meeting other than the governmental body specifically referred to above in this notice. Please note that, upon reasonable notice, efforts will be made to accommodate the needs of individuals with disabilities through appropriate aids and services. For additional information or to request this service, contact the Clerk s Office, 440 River Crest Court, (262) , Option 4.

2 Tel. (262) June 28, 2017 Mr. Steven Braatz, Jr., CMC/WCMC Clerk/Treasurer P.O. Box 206 Mukwonago, WI RE: Chapman Farms Boulevard Dear Mr. Braatz: Bids for the above project were opened on June 28, 2017 at 10:00 a.m. at the Village Hall and were as follows: Bidder Base Bid 1. Musson Brothers, Inc. $1,154, Willkomm Excavating & Grading, Inc. $1,179, Globe Contractors, Inc. $1,193, LaLonde Contractor Incorporated $1,332, Super Excavators, Inc. $1,433, Wanasek Corporation $1,496, We reviewed the documentation submitted by the apparent low bidder and found that: 1. The Bid Form has been appropriately completed. 2. We have no objections to the low bidder, nor to the proposed major subcontractors and suppliers. 3. Low bidder has successfully completed similar projects over the last several years. On these bases, we recommend that Musson Bros., Inc. be awarded the Chapman Farms Boulevard contract, contingent on DNR approval of project in the amount of $1,154, This amount is based on the bid unit prices and estimated quantities. Actual quantities, and therefore the final contract price, may vary. On all construction projects, and especially complex ones like this, unpredictable factors may increase the final contract amount. For this reason, we recommend that the City include a 10 percent contingency when preparing the financial plan for this work. Our review did not include an evaluation of bidder's current financial condition nor of their permanent safety program. ~ Chapman Farm Development Review > 201 Chapman Blvd West Design > Bidding > Braatz Recommendation of Award.docx~

3 Mr. Steven Braatz, Jr., CMC/WCMC June 28, 2017 Page 2 Should you decide to accept our recommendation, we have prepared the enclosed Notice of Award for your use. After Board approval has been received, please have the appropriate official sign where indicated and forward all three signed copies of the Notice of Award to our office. We will then fill in the date at the top of page one and forward it, with contracts for execution, to the Contractor. One fully completed Notice of Award will be returned to you for your records. Bids remain subject to acceptance until August 26, 2017, unless Bidder agrees to an extension. Please advise us of your award decision, or call if there are any questions. Very truly yours, RUEKERT & MIELKE, INC. Violet V. Razo, P.E. (WI) Project Engineer vrazo@ruekert-mielke.com VVR:sjs Encl: Notice of Award (3 copies) Bid Tabulation cc: File

4 NOTICE OF AWARD Date of Issuance: Contract: Chapman Farms Boulevard Owner: Bidder: Musson Bros., Inc. Engineer: Ruekert & Mielke, Inc. Address: 4215 North 124th Street Engineer's Project No.: TO BIDDER: Brookfield, WI You are notified that your Bid dated June 28, 2017 for the above Contract has been accepted by Owner and you are the Successful Bidder and are awarded a Contract for: The Contract Price of your Contract is: $ 1,154, Chapman Farms Boulevard Two (2) copies of the proposed Contract Documents (except Drawings) accompany this Notice of Award, or have been transmitted or made available to Bidder electronically. Three (3) sets of the Drawings will be delivered separately, or otherwise made available to Bidder electronically. Bidder must comply with the following conditions precedent within 15 days of the date of issuance of this Notice of Award: 1. Deliver to Engineer two (2) fully executed counterparts of the Contract Documents. 2. Deliver with the executed Agreement the Bid security as specified in the Instructions to Bidders (Article 21), General Conditions (Paragraph 6.01), and Supplementary Conditions (Paragraph SC-6.01). 3. Deliver with the executed Agreement certificates and other evidence of insurance as specified in the General Conditions (Article 6) and the Supplementary Conditions modifying Article 6 of the General Conditions. Failure to comply with these conditions within the time specified will entitle Owner to consider you in default, annul this Notice of Award, and declare your Bid security forfeited. Within 10 days after you comply with the above conditions, Engineer will return to you one fully executed counterpart of the Agreement. Owner: VILLAGE OF MUKWONAGO By: Authorized Signature Title: Copy: Engineer Date: /29/17 Ruekert & Mielke, Inc. ~ Chapman Farm Development Review > 201 Chapman Blvd West Design > Bidding > Notice of Award.doc~

5 OWNER: PROJECT: Chapman Farms Boulevard BID OPENING DATE: June 28, 2017 at 10:00 A.M. MUSSON BROS., INC. WILLKOMM EXCAVATING & GRADING, INC. GLOBE CONTRACTORS, INC. ITEM # ITEM DESCRIPTION UNIT QTY. 1 Mobilization L.S. 1 $44, $44, $22, $22, $50, $50, Traffic control L.S. 1 $15, $15, $15, $15, $15, $15, Construct bio-swales L.S. 1 $10, $10, $14, $14, $30, $30, inch Water main w/granular backfill L.F. 730 $ $81, $84.70 $61, $82.00 $59, inch Hydrant lead L.F. 31 $80.00 $2, $99.90 $3, $76.00 $2, inch Water service L.F. 80 $ $8, $84.90 $6, $80.00 $6, inch Valve EA. 3 $3, $10, $2, $7, $2, $7, inch Valve EA. 2 $2, $4, $1, $2, $1, $2, Hydrant assembly and valve EA. 3 $6, $19, $4, $14, $4, $14, /4-inch Water service L.F. 63 $40.00 $2, $42.20 $2, $40.00 $2, /4-inch Tap, saddle and corporation valve EA. 1 $ $ $ $ $ $ /4-inch Curb valve and curb box EA. 1 $ $ $ $ $ $ Water main insulation L.F. 60 $10.00 $ $9.45 $ $12.00 $ Construct road to subgrade L.S. 1 $80, $80, $93, $93, $20, $20, Excavation below subgrade C.Y. 140 $15.00 $2, $20.85 $2, $20.00 $2, Breaker run crushed stone for EBS TON 280 $25.00 $7, $18.10 $5, $19.00 $5, Geotextile fabric subgrade reinforcement S.Y. 210 $2.00 $ $4.00 $ $3.00 $ Geogrid subgrade reinforcement S.Y. 210 $3.00 $ $4.95 $1, $3.00 $ inch RCP storm sewer w/slurry backfill L.F. 12 $ $2, $ $2, $ $2, Catch basin EA. 1 $ $ $2, $2, $2, $2, Replace catch basin frame and grate EA. 1 $ $ $ $ $1, $1, inch PVC sanitary sewer w/spoil backfill L.F. 1,610 $64.00 $103, $67.50 $108, $74.00 $119, inch PVC sanitary sewer w/spoil backfill L.F. 345 $41.00 $14, $54.25 $18, $52.00 $17, inch PVC sanitary sewer w/granular backfill L.F. 550 $85.00 $46, $ $60, $82.00 $45, inch Manhole V.F. 140 $ $35, $ $49, $ $28, Sanitary sewer lateral L.F. 100 $70.00 $7, $ $10, $85.00 $8, Page 1 of > 201 n > BiddingCost Comparison of Bidders.xlsx (COMPARISON OF BIDDERS)

6 OWNER: PROJECT: Chapman Farms Boulevard BID OPENING DATE: June 28, 2017 at 10:00 A.M. MUSSON BROS., INC. WILLKOMM EXCAVATING & GRADING, INC. GLOBE CONTRACTORS, INC. ITEM # ITEM DESCRIPTION UNIT QTY inch crushed aggregate for road base TON 2,255 $17.00 $38, $14.25 $32, $17.00 $38, inch vertical face curb and gutter L.F. 3,325 $11.00 $36, $10.70 $35, $11.00 $36, Concrete flume EA. 16 $ $5, $ $8, $ $5, /2-inch Asphalt binder TON 600 $58.00 $34, $61.30 $36, $60.00 $36, /2- inch Asphalt surface in 2018 TON 260 $64.00 $16, $65.20 $16, $81.00 $21, inch Crushed gravel sidewalk base TON 110 $25.00 $2, $30.45 $3, $19.00 $2, inch Concrete sidewalk S.F. 7,700 $2.75 $21, $2.80 $21, $3.00 $23, inch Crushed aggregate base course for multi-use path TON 175 $25.00 $4, $22.70 $3, $19.00 $3, inch Asphaltic concrete multi-use path TON 45 $ $4, $ $4, $ $4, Concrete curb ramp S.F. 315 $9.00 $2, $8.70 $2, $9.00 $2, Detectable warning field S.F. 90 $25.00 $2, $25.50 $2, $33.00 $2, Topsoil, seed, fertilizer and mulch S.Y. 14,380 $2.50 $35, $4.90 $70, $3.00 $43, Pre-vegetated blanket S.F. 11,517 $4.50 $51, $2.90 $33, $8.00 $92, Pavement marking, epoxy, 18-inch, stop bar L.F. 160 $9.00 $1, $9.00 $1, $10.00 $1, Pavement marking, epoxy, 8-inch, white L.F. 200 $4.00 $ $4.10 $ $4.00 $ Pavement marking, epoxy, 6-inch, white, crosswalk L.F. 475 $7.00 $3, $6.85 $3, $7.00 $3, Pavement marking, epoxy, 4-inch white L.F. 1,075 $3.00 $3, $3.05 $3, $3.00 $3, Pavement marking, epoxy, yellow, curb L.F. 30 $5.00 $ $5.25 $ $6.00 $ Pavement marking, arrows Type 2 EA. 4 $ $ $ $ $ $ Pavement marking, arrows Type 3 EA. 2 $ $ $ $ $ $ Pavement marking, words EA. 2 $ $ $ $ $ $ Traffic signs EA. 35 $ $8, $ $8, $ $7, Traffic sign posts EA. 24 $88.00 $2, $87.65 $2, $ $2, Traffic signal system L.S. 1 $260, $260, $264, $264, $260, $260, inch sloped curb and gutter L.F. 525 $15.00 $7, $14.80 $7, $16.00 $8, Concrete curb and gutter removal L.F. 600 $2.00 $1, $2.50 $1, $18.00 $10, Page 2 of > 201 n > BiddingCost Comparison of Bidders.xlsx (COMPARISON OF BIDDERS)

7 OWNER: PROJECT: Chapman Farms Boulevard BID OPENING DATE: June 28, 2017 at 10:00 A.M. MUSSON BROS., INC. WILLKOMM EXCAVATING & GRADING, INC. GLOBE CONTRACTORS, INC. ITEM # ITEM DESCRIPTION UNIT QTY /2-inch Concrete pavement replacement S.Y. 15 $75.00 $1, $71.40 $1, $80.00 $1, /2-inch Concrete pavement S.Y. 600 $50.00 $30, $50.70 $30, $55.70 $33, inch Base aggregate dense TON 210 $25.00 $5, $14.25 $2, $19.00 $3, inch Breaker run TON 550 $25.00 $13, $15.55 $8, $19.00 $10, Silt fence L.F. 3,275 $2.00 $6, $2.05 $6, $2.00 $6, Barrier fence L.F, 2,170 $3.50 $7, $3.60 $7, $4.00 $8, Inlet protection Type C EA. 13 $80.00 $1, $77.30 $1, $60.00 $ Tracking pad S.F. 600 $4.20 $2, $2.35 $1, $2.00 $1, Clear and grub L.S. 1 $ $ $3, $3, $8, $8, Tree removal ID 60 $50.00 $3, $21.02 $1, $35.00 $2, Full depth saw cutting L.F. 600 $10.00 $6, $2.50 $1, $4.00 $2, Riprap TON 22 $50.00 $1, $61.20 $1, $ $2, Concrete overflow weir 1 EA. 1 $4, $4, $5, $5, $9, $9, Concrete overflow weir 2 EA. 1 $5, $5, $5, $5, $9, $9, Concrete overflow weir 3 EA. 1 $5, $5, $5, $5, $9, $9, Concrete overflow weir 4 EA. 1 $5, $5, $5, $5, $9, $9, Concrete overflow weir 5 EA. 1 $5, $5, $5, $5, $9, $9, Concrete overflow weir 6 EA. 1 $5, $5, $5, $5, $9, $9, TOTAL OF ALL ESTIMATED PRICES (ITEMS 1-70) $1,154, $1,179, $1,193, Page 3 of > 201 n > BiddingCost Comparison of Bidders.xlsx (COMPARISON OF BIDDERS)

8 OWNER: PROJECT: BID OPENING DATE: Chapman Farms Boulevard June 28, :00 A.M. LALONDE CONTRACTORS, INC. SUPER EXCAVATORS, INC. THE WANASEK CORP. ITEM # ITEM DESCRIPTION UNIT QTY. 1 Mobilization L.S. 1 $36, $36, $54, $54, $125, $125, Traffic control L.S. 1 $11, $11, $11, $11, $15, $15, Construct bio-swales L.S. 1 $56, $56, $25, $25, $80, $80, inch Water main w/granular backfill L.F. 730 $93.45 $68, $99.00 $72, $89.00 $64, inch Hydrant lead L.F. 31 $82.95 $2, $85.00 $2, $79.00 $2, inch Water service L.F. 80 $86.10 $6, $ $8, $82.00 $6, inch Valve EA. 3 $2, $8, $2, $7, $2, $8, inch Valve EA. 2 $1, $3, $1, $2, $1, $3, Hydrant assembly and valve EA. 3 $5, $17, $5, $15, $5, $16, /4-inch Water service L.F. 63 $48.30 $3, $74.00 $4, $46.00 $2, /4-inch Tap, saddle and corporation valve EA. 1 $ $ $ $ $ $ /4-inch Curb valve and curb box EA. 1 $ $ $ $ $ $ Water main insulation L.F. 60 $8.40 $ $5.00 $ $8.00 $ Construct road to subgrade L.S. 1 $53, $53, $175, $175, $135, $135, Excavation below subgrade C.Y. 140 $29.63 $4, $24.00 $3, $26.00 $3, Breaker run crushed stone for EBS TON 280 $19.23 $5, $21.00 $5, $28.00 $7, Geotextile fabric subgrade reinforcement S.Y. 210 $2.32 $ $9.00 $1, $3.00 $ Geogrid subgrade reinforcement S.Y. 210 $5.32 $1, $9.00 $1, $12.00 $2, inch RCP storm sewer w/slurry backfill L.F. 12 $ $3, $ $2, $ $2, Catch basin EA. 1 $2, $2, $1, $1, $2, $2, Replace catch basin frame and grate EA. 1 $ $ $ $ $ $ inch PVC sanitary sewer w/spoil backfill L.F. 1,610 $68.25 $109, $86.00 $138, $65.00 $104, inch PVC sanitary sewer w/spoil backfill L.F. 345 $39.90 $13, $55.00 $18, $38.00 $13, inch PVC sanitary sewer w/granular backfill L.F. 550 $92.40 $50, $ $63, $88.00 $48, inch Manhole V.F. 140 $ $36, $ $27, $ $35, Sanitary sewer lateral L.F. 100 $59.85 $5, $ $13, $57.00 $5, inch crushed aggregate for road base TON 2,255 $16.78 $37, $18.50 $41, $18.00 $40, Page 3 of > 201 n > BiddingCost Comparison of Bidders.xlsx (COMPARISON OF BIDDERS (2))

9 OWNER: PROJECT: BID OPENING DATE: Chapman Farms Boulevard June 28, :00 A.M. LALONDE CONTRACTORS, INC. SUPER EXCAVATORS, INC. THE WANASEK CORP. ITEM # ITEM DESCRIPTION UNIT QTY inch vertical face curb and gutter L.F. 3,325 $17.85 $59, $16.60 $55, $12.00 $39, Concrete flume EA. 16 $ $11, $ $5, $ $5, /2-inch Asphalt binder TON 600 $59.64 $35, $59.69 $35, $66.00 $39, /2- inch Asphalt surface in 2018 TON 260 $63.63 $16, $63.68 $16, $92.00 $23, inch Crushed gravel sidewalk base TON 110 $22.10 $2, $30.00 $3, $52.00 $5, inch Concrete sidewalk S.F. 7,700 $4.95 $38, $3.95 $30, $3.00 $23, inch Crushed aggregate base course for multi-use path TON 175 $22.10 $3, $33.00 $5, $28.00 $4, inch Asphaltic concrete multi-use path TON 45 $ $4, $ $4, $ $4, Concrete curb ramp S.F. 315 $9.39 $2, $5.20 $1, $10.00 $3, Detectable warning field S.F. 90 $35.46 $3, $32.00 $2, $27.00 $2, Topsoil, seed, fertilizer and mulch S.Y. 14,380 $8.51 $122, $4.00 $57, $2.00 $28, Pre-vegetated blanket S.F. 11,517 $2.94 $33, $8.00 $92, $9.00 $103, Pavement marking, epoxy, 18-inch, stop bar L.F. 160 $8.93 $1, $8.50 $1, $9.00 $1, Pavement marking, epoxy, 8-inch, white L.F. 200 $4.10 $ $3.90 $ $4.25 $ Pavement marking, epoxy, 6-inch, white, crosswalk L.F. 475 $6.83 $3, $6.50 $3, $7.00 $3, Pavement marking, epoxy, 4-inch white L.F. 1,075 $3.05 $3, $2.90 $3, $3.25 $3, Pavement marking, epoxy, yellow, curb L.F. 30 $5.25 $ $5.00 $ $5.60 $ Pavement marking, arrows Type 2 EA. 4 $ $ $ $ $ $ Pavement marking, arrows Type 3 EA. 2 $ $ $ $ $ $ Pavement marking, words EA. 2 $ $ $ $ $ $ Traffic signs EA. 35 $ $8, $ $3, $ $6, Traffic sign posts EA. 24 $90.20 $2, $ $2, $ $2, Traffic signal system L.S. 1 $272, $272, $259, $259, $325, $325, inch sloped curb and gutter L.F. 525 $20.28 $10, $19.70 $10, $16.00 $8, Concrete curb and gutter removal L.F. 600 $6.28 $3, $30.00 $18, $6.00 $3, /2-inch Concrete pavement replacement S.Y. 15 $ $2, $ $1, $75.00 $1, /2-inch Concrete pavement S.Y. 600 $68.17 $40, $46.65 $27, $54.00 $32, Page 4 of > 201 n > BiddingCost Comparison of Bidders.xlsx (COMPARISON OF BIDDERS (2))

10 OWNER: PROJECT: BID OPENING DATE: Chapman Farms Boulevard June 28, :00 A.M. LALONDE CONTRACTORS, INC. SUPER EXCAVATORS, INC. THE WANASEK CORP. ITEM # ITEM DESCRIPTION UNIT QTY inch Base aggregate dense TON 210 $18.51 $3, $25.00 $5, $18.00 $3, inch Breaker run TON 550 $19.61 $10, $23.00 $12, $24.00 $13, Silt fence L.F. 3,275 $2.10 $6, $3.00 $9, $2.00 $6, Barrier fence L.F, 2,170 $3.68 $7, $5.00 $10, $4.00 $8, Inlet protection Type C EA. 13 $79.59 $1, $ $1, $75.00 $ Tracking pad S.F. 600 $2.91 $1, $5.00 $3, $3.00 $1, Clear and grub L.S. 1 $3, $3, $7, $7, $16, $16, Tree removal ID 60 $21.00 $1, $31.20 $1, $ $6, Full depth saw cutting L.F. 600 $2.05 $1, $3.00 $1, $2.00 $1, Riprap TON 22 $57.75 $1, $55.00 $1, $ $2, Concrete overflow weir 1 EA. 1 $7, $7, $3, $3, $4, $4, Concrete overflow weir 2 EA. 1 $11, $11, $5, $5, $4, $4, Concrete overflow weir 3 EA. 1 $11, $11, $5, $5, $4, $4, Concrete overflow weir 4 EA. 1 $11, $11, $5, $5, $4, $4, Concrete overflow weir 5 EA. 1 $11, $11, $5, $5, $4, $4, Concrete overflow weir 6 EA. 1 $11, $11, $5, $5, $4, $4, TOTAL OF ALL ESTIMATED PRICES (ITEMS 1-70) $1,332, * $1,433, $1,496, * Error on LaLonde Contractor's, Inc. Total of All Estimated Prices (Items 1-70): Bid Form shows Total of all Bid Prices to be $1,332,177.19; R/M total shows $1,332, Page 5 of > 201 n > BiddingCost Comparison of Bidders.xlsx (COMPARISON OF BIDDERS (2))

11

STANDARD BID ITEM NUMBERS

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

More information

Miscellaneous. Demolition

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

More information

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)

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

More information

PART 4 STANDARD DRAWINGS FOR CONSTRUCTION

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

More information

BID TABULATION SUMMARY Project: CONTRACT 3 SANITARY SEWER REPLACEMENTS Bid Date: Wednesday, January 10, :00 PM

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

More information

VILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD.

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

More information

CITY OF DANA POINT DEVELOPMENT REVIEW

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...

More information

Valley Road Main Replacement

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

More information

MSD STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY

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

More information

ROUTES: 65 SECTIONS: miles in length. THE FOLLOWING ITEMS AND APPROXIMATE QUANTITIES ARE INVOLVED:

ROUTES: 65 SECTIONS: miles in length. THE FOLLOWING ITEMS AND APPROXIMATE QUANTITIES ARE INVOLVED: ARKANSAS DEPARTMENT OF TRANSPORTATION CA0801 HWY. 110 - CLINTON (WIDENING) (S) FEDERAL AID PROJECT ACNHPP-0071(31) THE PURPOSE OF THIS PROJECT IS TO WIDEN HIGHWAY 65 IN VAN BUREN COUNTY. THIS PROJECT CONSISTS

More information

PORT OF ST. HELENS SCAPPOOSE INDUSTRIAL AIRPARK PARALLEL TAXIWAY B RELOCATON AIP PROJECT ADDENDUM NO. 1

PORT OF ST. HELENS SCAPPOOSE INDUSTRIAL AIRPARK PARALLEL TAXIWAY B RELOCATON AIP PROJECT ADDENDUM NO. 1 PORT OF ST. HELENS SCAPPOOSE INDUSTRIAL AIRPARK PARALLEL TAXIWAY B RELOCATON AIP PROJECT 3-41-0056-024-2018 ADDENDUM NO. 1 Addendum No. 1 hereby amends the contract documents and drawings for the Scappoose

More information

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 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

More information

BID SET C1.1 8 LEGEND UTILITY NOTES GENERAL NOTES CONCRETE & PAVEMENT NOTES DEMOLITION NOTES GENERAL NOTES UTILITY OWNERSHIP

BID SET C1.1 8 LEGEND UTILITY NOTES GENERAL NOTES CONCRETE & PAVEMENT NOTES DEMOLITION NOTES GENERAL NOTES UTILITY OWNERSHIP GENERAL NOTES UTILITY NOTES DEMOLITION NOTES UTILITY OWNERSHIP LEGEND CONCRETE & PAVEMENT NOTES 1 1 Exp. 1-31-01 0-1-01 C1.1 GENERAL NOTES F ST. FROM ROCK BLVD TO 1TH ST. 1TH ST. FROM PRATER TO F ST. 110

More information

LETTING : CALL : 029 COUNTIES : GOODHUE

LETTING : CALL : 029 COUNTIES : GOODHUE PAGE : -1 NUMBER OF DAYS: 80 BRIDGE COUNT : 2 CONTRACT DESCRIPTION : GRADING, SURFACING, LIGHTING AND BRIDGE NO. 25024. CONTRACT LOCATION: LOCATED ON T.H. 61 FROM 30' NORTH OF NORTH LAKESHORE DRIVE TO

More information

MARQUETTE GREENWAY TRAIL

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

More information

CITY OF SAN MARCOS ENGINEERING DIVISION

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

More information

Government Of Newfoundland & Labrador Municipal Water, Sewer And Roads Master Construction Specifications

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............

More information

3. The PAC (Permit Application Center) will notify the design professional of plan review results.

3. The PAC (Permit Application Center) will notify the design professional of plan review results. Planning and Development Dept. Infrastructure Division P.O. Box 11706, or 155 Johnston Street Rock Hill, South Carolina 29731-1706 Phone: 803-329-5515 FAX: 803-329-7228 www.cityofrockhill.com AS-BUILT

More information

UTILITY AND STREET CONSTRUCTION PLAN REQUIREMENTS SECTION 1

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.

More information

CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA (360)

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

More information

CONSTRUCTION CERTIFICATION PACKAGE

CONSTRUCTION CERTIFICATION PACKAGE Purpose: The intent of this Construction Certification Package is to ensure that acceptable documentation is maintained during the construction of stormwater management practices (SMPs). For general information

More information

City of Massillon Site Plan Checklist

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

More information

TOWN of LAKESHORE SITE PLAN CHECKLIST

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: ( )

More information

SECTION III STANDARD DRAWINGS ROYSE CITY GENERAL CONSTRUCTION NOTES & DETAILS

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

More information

CITY OF MUSKEGO DRAFTING STANDARDS

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

More information

TAXIWAY B NORTH ROAD RUNWAY TAXIWAY C NORTH ROAD VICINITY MAP. Plans Prepared By:

TAXIWAY B NORTH ROAD RUNWAY TAXIWAY C NORTH ROAD VICINITY MAP. Plans Prepared By: CONSTRUCTION PLANS CITY OF NAPLES AUTHORITY (APF) NAPLES, COLLIER COUNTY, FLORIDA NAA BID NO. : TBD FAA AIP NO.: N/A FDOT FM NO.: N/A HANSON PROJ. NO. 15A0023 CITY OF NAPLES AUTHORITY BOARD OF COMMISSIONERS

More information

SUBJECT: Standard Plate Turf Establishment Areas (at Pipe Culvert Ends)

SUBJECT: Standard Plate Turf Establishment Areas (at Pipe Culvert Ends) MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (14-01) MANUAL: Standard

More information

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

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 30MAX 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

More information

Application for Site Plan Review

Application for Site Plan Review Application for Site Plan Review 3275 Central Blvd., Hudsonville, Michigan 49426-1450, 616.669.0200 fax 616.669.2330 It is STRONGLY recommended that any application that must go before the Planning Commission

More information

CHAPTER 11. Plan Standards

CHAPTER 11. Plan Standards CHAPTER 11 Plan Standards A. Introduction The city requires uniform public improvement plans for ease of record keeping and understanding. The following standards govern most plan submittals to the city.

More information

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 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

More information

Existing and proposed contours at 1-foot intervals. The fill and/or excavation quantities in cubic yards.

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:

More information

Memorandum. Mayor and Board of Aldermen. Benjamin Requet, Senior Planner. Date: February 21, Request for Water and Sewer Service for Clay Canvas

Memorandum. Mayor and Board of Aldermen. Benjamin Requet, Senior Planner. Date: February 21, Request for Water and Sewer Service for Clay Canvas Memorandum To: From: Mayor and Board of Aldermen Benjamin Requet, Senior Planner February 21, 2017 Re: Request for Water and Sewer Service for Clay Canvas Please consider this request for granting water

More information

CONSTRUCTION PLANS. for TOWN OF YORKVILLE 2017 PAVING & DRAINAGE PROGRAM BRAUN ROAD (57TH DRIVE TO WOODLAND TRAIL) 53RD DRIVE

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

More information

MILL HILL ARTS VILLAGE

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,

More information

This addendum forms a part of the Contract Documents dated: August 10, 2012.

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

More information

REQUIREMENTS. for ENGINEERING SERVICES PUBLIC CONSTRUCTION PROJECTS

REQUIREMENTS. for ENGINEERING SERVICES PUBLIC CONSTRUCTION PROJECTS REQUIREMENTS for ENGINEERING SERVICES on PUBLIC CONSTRUCTION PROJECTS April, 2007 David W. Johnson Senior Engineer Design & Construction Requirements for Engineering Services on Public Construction Projects

More information

Standard Plate 7036 is discontinued. It is replaced by Standard Plan Pedestrian Curb Ramp Details.

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

More information

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 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

More information

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: 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?

More information

SUPPLEMENTARY STANDARD DETAIL DRAWINGS

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

More information

11/06/2014 Pay Items - 1

11/06/2014 Pay Items - 1 Pay Item Description Pay Unit 90701 Mobilization.... LS 91101 Excavation.... L.F. 91102 Excavation.... mi 91103 Excavation.... LS 91104 Borrow..... C.Y. 91105 Borrow..... LS 91106 Existing Trail Restoration...

More information

Riverside County Flood Control & Water Conservation District

Riverside County Flood Control & Water Conservation District 10/11/2018 Page 1 of 10 ENGINEER'S ESTIMATE MAMCO, INC. dba ALABBASI G.J. GENTRY GENERAL ENGINEERING, INC. 1 MOBILIZATION L.S. 1 $100,000.00 $100,000.00 $48,000.00 $48,000.00 $88,580.77 $88,580.77 2 WATER

More information

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 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

More information

SECTION 9.00 AS-BUILT DRAWING REQUIREMENTS SUB-INDEX

SECTION 9.00 AS-BUILT DRAWING REQUIREMENTS SUB-INDEX SECTION 9.00 AS-BUILT DRAWING REQUIREMENTS SUB-INDEX 9.00 AS-BUILT DRAWING REQUIREMENTS 9.01 As-Built Check List 1 Supp 1 2016 Supp # 2 Aug. 2017 AS-BUILT DRAWING REQUIREMENTS As-Built Review Fee is $200.00

More information

Council Policy Engineering Drawing Submission Requirements

Council Policy Engineering Drawing Submission Requirements POLICY 265 City of Kelowna 1435 Water Street Kelowna, BC V1Y 1J4 250 469-8500 kelowna.ca Council Policy Engineering Drawing Submission Requirements APPROVED June 4, 2001 RESOLUTION: R375/10/04/26 REPLACING:

More information

STATE UNIVERSITY CONSTRUCTION FUND

STATE UNIVERSITY CONSTRUCTION FUND DIRECTIVE 1C-12 Issue date: August 2012 1. General SURVEY, MAPPING AND UTILITY LOCATING This Directive has been developed as a general guide for the survey and mapping effort required for Fund projects.

More information

Renewable Water Resources Greenville, South Carolina. CONTRACT DOCUMENTS Reedy River Basin Sewer Tunnel ADDENDUM III - CONTRACT REVISIONS.

Renewable Water Resources Greenville, South Carolina. CONTRACT DOCUMENTS Reedy River Basin Sewer Tunnel ADDENDUM III - CONTRACT REVISIONS. Renewable Water Resources Greenville, South Carolina CONTRACT DOCUMENTS ADDENDUM III - CONTRACT REVISIONS Prepared by Black & Veatch Corporation Greenville, South Carolina B&V Project No. 192263 September

More information

I. GENERAL: The Bidding and Contract Documents for Riverside North Parking Lot are modified as described in this Addendum.

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

More information

CITY OF LOMPOC DEVELOPMENT ASSISTANCE BROCHURE ENCROACHMENT PERMITS AND PUBLIC IMPROVEMENT PLANS

CITY OF LOMPOC DEVELOPMENT ASSISTANCE BROCHURE ENCROACHMENT PERMITS AND PUBLIC IMPROVEMENT PLANS CITY OF LOMPOC DEVELOPMENT ASSISTANCE BROCHURE E-10 ENCROACHMENT PERMITS AND PUBLIC IMPROVEMENT PLANS The City of Lompoc has determined that the Engineering Division should administer and issue Encroachment

More information

DRAFTING STANDARDS 9.00 DRAFTING STANDARDS

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

More information

Guidelines and Checklist For SAWS Sanitary Sewer. Developmental Engineering Division

Guidelines and Checklist For SAWS Sanitary Sewer. Developmental Engineering Division Guidelines and Checklist For SAWS Sanitary Sewer Developmental Engineering Division INITIAL CONSIDERATIONS UTILITY SERVICE AGREEMENT Utility Service Agreement A Utility Service Agreement (USA) will be

More information

Section E NSPS MODEL STANDARDS FOR TOPOGRAPHIC SURVEYS Approved 3/12/02

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

More information

W 869 SN 303 S. Paterson Street, Ste. 1 Madison, WI ph Structural Engineering: /Users/paulcuta/Desktop/1603 Finals/1603

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

More information

Appendix C Construction Details

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

More information

Plan Submittal Checklist for Permit Projects Compliance Required Information. (Answer Yes or Not Applicable (NA)) Yes NA

Plan Submittal Checklist for Permit Projects Compliance Required Information. (Answer Yes or Not Applicable (NA)) Yes NA Note: This Checklist has been created to assist in and maintain a uniform review of Construction Design Documents for projects done under permit with the County. This document has been created by the Permit

More information

RECORD DRAWINGS REVISED TO CONFORM TO CONSTRUCTION RECORDS PROVIDED BY CONTRACTOR GMG BY DATE 11/13 CRS 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

More information

PUBLIC WORKS DEPARTMENT. File: E-2000 July 11, Town of Whitby Design Criteria and Engineering Standard Drawing Revisions

PUBLIC WORKS DEPARTMENT. File: E-2000 July 11, Town of Whitby Design Criteria and Engineering Standard Drawing Revisions PUBLIC WORKS DEPARTMENT File: E-2000 July 11, 2011 To: All Manual Holders and Engineering Standard Drawing Revisions Please find attached a list of the revisions to the and the Engineering Standard Drawings.

More information

EXTERIOR BUILDING, ROOFING, AND SITE IMPROVEMENTS

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.

More information

INSTRUCTIONS: 1. Record the transmittal letter number, date, and subject on the transmittal record sheet located in the front of the manual.

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

More information

MINIMUM C/L RADII OF CURVATURE OF LOCAL ROADS IN SUBDIVISIONS

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

More information

CHECKLIST PRELIMINARY SUBDIVISION AND PRELIMINARY SITE PLAN

CHECKLIST PRELIMINARY SUBDIVISION AND PRELIMINARY SITE PLAN N/A Waiver (1) Four (4) copies of application form. (2) Fifteen (15) copies of plan (3) Subdivision/site plan application fee & professional review escrow deposit (4) Variance application fee & professional

More information

CHARLES COUNTY GOVERNMENT ITB NO ST. MARK S PUMP STATION UPGRADE

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

More information

SUBJECT: Standard Plate 9102 Turf Establishment Areas At Pipe Culvert Ends

SUBJECT: Standard Plate 9102 Turf Establishment Areas At Pipe Culvert Ends MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (17-03) MANUAL: Standard

More information

Clarifications in italics added July 2018

Clarifications in italics added July 2018 SECTION 10000 RECORD DRAWING CHECKLIST Clarifications in italics added July 2018 All entities who construct public infrastructure, private streets, private storm drain collection systems and travel lanes,

More information

SECTION 100 PRELIMINARY CONSIDERATIONS & INSTRUCTIONS

SECTION 100 PRELIMINARY CONSIDERATIONS & INSTRUCTIONS SECTION 100 PRELIMINARY CONSIDERATIONS & INSTRUCTIONS 101 General 102 Submittal Requirements A. Initial Submittal B. Second Submittal 103 Plan Requirements A. Subdivisions B. Site Plans 104 Approval of

More information

SECTION 2 GENERAL REQUIREMENTS

SECTION 2 GENERAL REQUIREMENTS SECTION 2 GENERAL REQUIREMENTS 2-1 ENGINEER REQUIRED: All plans and specifications for Improvements which are to be accepted for maintenance by the County and private, on-site drainage and grading shall

More information

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 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

More information

INVITATION FOR BID (IFB) IFB NO. GSWA

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

More information

1. Land survey Work. 2. Civil and Structural engineering services.

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

More information

Manhole or Catch Basin Type A & B Cone Sections Precast - Design F Manhole or Catch Basin Cover (Reducer Cone Section Precast) Design D

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

More information

SECTION SITE SURVEYS

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

More information

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION NOTICE TO CONTRACTORS FOR REGULAR HIGHWAY LETTING June 13, 2017

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION NOTICE TO CONTRACTORS FOR REGULAR HIGHWAY LETTING June 13, 2017 SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION NOTICE TO CONTRACTORS FOR REGULAR HIGHWAY LETTING June 13, 2017 Letting Location: SCDOT Headquarters Building Conference Room 332 955 Park Street Columbia, SC

More information

Bestall Collaborative Limited Planning Environment Construction Management Development

Bestall Collaborative Limited Planning Environment Construction Management Development November 18, 2017 Bestall Collaborative Limited Lori Hight, AICP, Senior Planner City Development Department City of Thornton City Hall 9500 Civic Center Drive Thornton, Colorado 80229-4326 RE: River Valley

More information

I. MINUTES OF THE PRE-BID CONFERENCE

I. MINUTES OF THE PRE-BID CONFERENCE Addendum No. 1 June 8, 018 Allegany College of Maryland Softball Field Murphy & Dittenhafer Project No. 17118 1401 Willowbrook Road, Cumberland, MD 150 Abbreviations: ACM: Allegany College of Maryland,

More information

.1 Applicability: These criteria shall be applied as follows:

.1 Applicability: These criteria shall be applied as follows: DESIGN CRITERIA DIVISION 4800 STREET LIGHTING 4801 GENERAL: These criteria shall be adhered to for the design of all publiclyfinanced or privately-financed traffic signal systems to be installed in the

More information

Washington County Road Engineering Plan Submittal/Review Checklist

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

More information

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 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

More information

6'' W 8'' W 8'' W 4'' SAN 4'' SAN 2'' W 6'' W 6'' W INSTALL C.U. PAD (SEE MECHANICAL). M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM TOP OF TOP OF SW

More information

10010 RECORD DRAWING INFORMATION

10010 RECORD DRAWING INFORMATION SECTION 10000 RECORD DRAWING CHECK LIST All entities who construct public infrastructure, private streets, private storm drain collection systems and travel lanes, shall submit to the Town of Cary Engineering

More information

City of Vaughan Engineering Department DESIGN STANDARD DRAWINGS

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

More information

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 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

More information

Riverside County Flood Control & Water Conservation District

Riverside County Flood Control & Water Conservation District 9/28/2016 Page 1 of 10 ENGINEER'S ESTIMATE MAMCO, INC. dba ALABBASI H & H GENERAL CONTRACTORS, INC. 1 MOBILIZATION L.S. 1 $50,000.00 $50,000.00 $106,571.00 $106,571.00 $180,000.00 $180,000.00 2 WATER CONTROL

More information

2. Remove from the Standard Plate manual: Standard Plate Index, Sheets 1-4 of 4, Numerical Index of Standard Plates (August 31, 2012)

2. Remove from the Standard Plate manual: Standard Plate Index, Sheets 1-4 of 4, Numerical Index of Standard Plates (August 31, 2012) MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management & Technical Support, Design Support Section TRANSMITTAL LETTER NO. (12-04) MANUAL: Standard

More information

JUNE 27, 2016 ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS SYRACUSE HANCOCK INTERNATIONAL AIRPORT CULVERT REPLACEMENT FOR RUNWAY 28 APPROACH ACCESS ROAD

JUNE 27, 2016 ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS SYRACUSE HANCOCK INTERNATIONAL AIRPORT CULVERT REPLACEMENT FOR RUNWAY 28 APPROACH ACCESS ROAD JUNE 27, 2016 Addendum No. 1 Page 1 of 2 ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS SYRACUSE HANCOCK INTERNATIONAL AIRPORT CULVERT REPLACEMENT FOR RUNWAY 28 APPROACH ACCESS ROAD FAA AIP PROJECTS NO. 3-36-0114-XXX-16

More information

Current Standard Plates including Transmittal Letters are available on the web at:

Current Standard Plates including Transmittal Letters are available on the web at: MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (17-04) MANUAL: Standard

More information

SUBJECT: Standard Plates 4132, 4155, Drainage Structures and Castings Info

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

More information

CITY OF REEDLEY NEW DEVELOPMENT PLAN REVIEW CHECK LIST

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

More information

B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST

B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST YES* GENERAL SUBMISSION ITEMS Does the submission include: 1. Thirteen (13) copies of completed Application Form? 2. Thirteen (13) copies of the Preliminary

More information

September 21, Mannik Smith Group 1771 North Dixie Highway Monroe, Michigan RE: LA Fitness City File No.: CVLP

September 21, Mannik Smith Group 1771 North Dixie Highway Monroe, Michigan RE: LA Fitness City File No.: CVLP CITY OF ANN ARBOR, MICHIGAN Public Services Area / Engineering 301 E. Huron Street, P.O. Box 8647 Ann Arbor, Michigan 48107 Phone (734) 794-6410 Fax (734) 994-1744 Web: www.a2gov.org Printed on recycled

More information

2. What are the estimated volumes for the Residuum Harvesting See response to Question 1

2. What are the estimated volumes for the Residuum Harvesting See response to Question 1 No. Question Answer 1. What are the approximate earthwork quantities for this job? FBP approximate quantities will be provided via amendment with or before the CADD files. Contractor is still responsible

More information

NRE DESIGN PARK SITE DEVELOPMENT PLANS SECTION 3 TOWNSHIP 50 SOUTH, RANGE 25 EAST CITY OF NAPLES, COLLIER COUNTY, FLORIDA

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

More information

SEWER CORRECTION SHEET

SEWER CORRECTION SHEET Engineering Services Division 23920 Valencia Boulevard, Suite 300 Santa Clarita, California 91355 (661) 255-4942 SEWER CORRECTION SHEET MC# Master Case No. Assessor s Parcel No. Tract / Parcel No. / Address

More information

STORM SEWER SCHEDULE STRUCTURES ALIGNMENT CODES: 'CW'= COMANCHE WAY PIPES BURNING WOOD, COMANCHE, 4TH SHEET NO. UTIL W RESURF ASSESSMENT DISTRICT-2015 U-3 PROJECT NO. 53W1930 COMANCHE WAY STORM SEWER SCHEDULE

More information

Survey Control Point Observations

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

More information

Section 1. Introduction

Section 1. Introduction Overview of Manual Acknowledgements i x Section 1. Introduction 1.0 Overview of Section 1 1-1 1.1 The GESC and DESC Permits 1-2 1.2 Reasons for the GESC and DESC Permits 1-2 1.3 Legislative Mandate 1-3

More information

BRIDGE S-803-A TEST PILE EA 4, , , , ,

BRIDGE S-803-A TEST PILE EA 4, , , , , OFFICE OF STATE AID ROAD CONSTRUCTION BID LETTING- PROJECT #: LSBP-65(16) AMOUNT RANK CONTRACT. SURETY OF BID 1 Joe Mcgee ConsSafe Co. 337,266.65 2 Jordan Crane In.Co.of West 345,347.00 3 Fordice Const.Fidelity

More information

ADDENDUM NO. 3 PROJECT: COURTLAND PUMP STATION CONTRACT: IFB NO COM.00030

ADDENDUM NO. 3 PROJECT: COURTLAND PUMP STATION CONTRACT: IFB NO COM.00030 ADDENDUM NO. 3 PROJECT: COURTLAND PUMP STATION CONTRACT: IFB NO. 2018-008-COM.00030 To: Prospective Bidders of Record Date: January 8, 2019 The following changes, additions, revisions, and/or deletions

More information

ACWWA DRAWING SUBMITTAL INFORMATION - UTILITY DRAWING REQUIREMENTS

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

More information

ACSA PLAN REVIEW CHECKLIST (Guideline Only) (4) Standard water and sewer general plan notes (attached).

ACSA PLAN REVIEW CHECKLIST (Guideline Only) (4) Standard water and sewer general plan notes (attached). ACSA PLAN REVIEW CHECKLIST (Guideline Only) Revised: December 3, 2015 General (1) Proper Title (2) Vicinity map on first sheet. (3) Date and latest plan revision. (4) Standard water and sewer general plan

More information