Addednum 2 17301.pdf

PDF 3 MB Posted Feb 25, 2019

Attached to: 751/17301. BDW; Presque Isle Harbor - Fuel Tanks Rplcmt
Solicitation number: RFQ-171-190000000190-4
Issued by: Presque Isle County, Michigan

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File	Type	Posted
Plans 17301.pdf	PDF	Feb 25, 2019
Advertisement 17301.pdf	PDF	Feb 25, 2019
Specifications 17301.pdf	PDF	Feb 25, 2019
File 751_17301.BDW_190212_Addendum_01.pdf	PDF	Feb 25, 2019

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123 W. Main St. Suite 200 Gaylord, MI 49735

O: 989.732.8131 www.c2ae.com

ADDENDUM # 02

The following changes, revisions, modifications, etc. shall be incorporated into the contract documents, specifications, and plans.

BID FORM

A2.1 Refer to page Bid Summary, DTMB-0401D, bottom of Page 1. The Bidder shall acknowledge receipt of Addenda # 02 by indicating so in the spaces provided on page 1. Be sure to acknowledge both the previous Addenda #1 and the Addendum #2 in the new Bid Summary form attached.

A2.2 DELETE the Bid Summary Form Pages 1-3 in its entirety and SUBSTITUTE the attached Bid Summary form in its place. Note that the changes in the Bid Summary are that the previous Bid Alternate #1 has been deleted and that work shall now be included in the Base Bid amount.

DRAWINGS

A2.1 Refer to Sheet C1.1 Existing Site, Demolition…. - DELETE the existing Sheet C1.1 and SUBSTITUTE the attached Sheet C1. in its place. Note the following changes: Delete bid alternate No. 1 which is now to be included in the Base Bid. Eliminate need for transition sumps. Renumbered remaining bid alternates. Added Lawn Sprinkler Note.

A2.2 Refer to Sheet C1.2 Existing Tanks – Plans and Details - DELETE the existing Sheet C1.2 and SUBSTITUTE the attached Sheet C1.2 in its place. Note the following changes: Delete bid alternate No. 1 which is now to be included in the Base Bid. Renumbered remaining bid alternates. Added notes regarding Dewatering, Sheeting and Bracing, Testing and SESC Permit.

A2.3 Refer to Sheet C1.3 Proposed Site Plan – DELETE the existing Sheet C1.3 and SUBSTITUTE the attached Sheet C1.3 in its place. Note the following changes: Added remote fill lines for the new storage tanks and added protection of existing lawn sprinkler system. Deleted Bid Alternate 1 which is now to be included in the Base Bid.

Renumbered remaining bid alternates.

Project No.: 18-0112 Date: February 21, 2019

Project: Presque Isle State Harbor – Fuel Tank Replacement File 751/17301.BDW

A/E Firm: C2AE

Project Manager: Larry Fox

Owner: Michigan DTMB

Addendum #02 Presque Isle State Harbor – Fuel Tank Replacement

A2.4 Refer to Sheet C1.4 Proposed Tanks – Plans and Details – DELETE the existing Sheet C1.4 and SUBSTITUTE the attached Sheet C1.4 in its place. Note the following changes: Added remote fill lines for the new storage tanks.

Deleted Bid Alternate 1 which is now to be included in the Base Bid. Renumbered remaining bid alternates.

Added vapor recovery note.

Bidding and Contract Document (R 11/2018) Project Name: Presque Isle State Harbor – Fuel Tank Rpl. File No. 751/17301.BDW

DTMB-0401D (R 11/18)

BID SUMMARY

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

3111 W. St. Joseph Street Lansing, Michigan 48917

Bids must be submitted electronically through the SIGMA VSS website at https://sigma.michigan.gov/webapp/PRDVSS2X1/AltSelfService

FILE NUMBER

751/17301.BDW

FUNDING CODE

DEPARTMENT/AGENCY

Dept. of Natural Resources, Parks and Recreation Division

CONTRACT TIME(S)

May 20, 2019

PROJECT NAME

Presque Isle State Harbor – Fuel Tank Replacement

LOCATION

Presque Isle, Michigan

BID OPENING DATE

February 27, 2019 at 2:00 pm Local Time

FOR AN EXAMINATION OF THE SITE CONTACT:

Blake Gingrich, MDNR (989) 306-0303

SEE SECTION 00100 INSTRUCTIONS TO BIDDERS AND SECTION 00700 GENERAL CONDITIONS PROVIDED WITH THE BIDDING DOCUMENTS.

BID: WE PROPOSE TO FURNISH, PERFORM AND COMPLETE THE ENTIRE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS IN

CONSIDERATION OF THE BID PRICE (S) STATED BELOW.

FIRM NAME AND COMPLETE ADDRESS TELEPHONE NUMBER and E-MAIL ADDRESS

□ Qualified Disabled Veteran

FEDERAL I.D. NUMBER (LAST 4 ONLY)

(protected information required for processing payments)

BIDDER'S SIGNATURE AND TITLE DATE

WITNESS' SIGNATURE DATE

By signing this bid above, bidder certifies their enclosed Qualified Disabled Veteran and Michigan-Based Business Certifications.

BASE BID FROM BID SCHEDULE (Include specified Allowances):

____________________________________________________________________________Dollars $____________________ (use words) (in figures)

Alternate 1: (Add) Replace Fuel Controller System __________________________ __Dollars $ ____________________ (use words) (in figures)

Alternate 2: (Add) Replace Existing Fuel Pumps ______________________________ Dollars $ ____________________ (use words) (in figures)

Alternate 3: (Add) New Fuel Piping From Abutment Wall to Dispensers ______ Dollars $ ____________________ (use words) (in figures)

A PERFORMANCE BOND AND A PAYMENT BOND ARE REQUIRED FOR ALL BIDS OVER $50,000.00. EACH BID MUST BE

ACCOMPANIED BY A FIVE (5) PERCENT BID GUARANTEE.

BIDDERS ARE ALSO CAUTIONED TO FAMILIARIZE THEMSELVES WITH ALL OF THE OTHER CONDITIONS OF THE CONTRACT.

Project Scope of Work:

Removal and replacement of one each existing 10,000 and 15,000 gallon underground fuel storage tanks (diesel and gasoline), piping, electrical and miscellaneous appurtenant work for a complete and functioning system.

The Bidder must figure its Base Bid on the specified, or Addendum-approved, materials and equipment only. No “or equal” or substitution proposals will be permitted after Bid opening, except as provided in the General Conditions.

Addenda: Bidder acknowledges receipt of Addenda: No. ___ dated: ________, No. ___ dated: ________ No. ___ dated: ________

Bidding and Contract Document (R 11/2018) Project Name: Presque Isle State Harbor – Fuel Tank Rpl. File No. 751/17301.BDW

FIRM NAME TELEPHONE NUMBER and E-MAIL ADDRESS

BID SCHEDULE

Base Bid Schedule - The Bidder will complete the Work and accept as full payment, for the Work items listed, the following Unit Prices and/or Item Bid Prices, as applicable:

Base Bid Item No.

Bid Quantity

Description (Bidder to write price in Words)

Unit Price

Item Bid Price

1 1 LS Base Bid

CONTRACT ALLOWANCE AMOUNT $ 10,000.00 $ 10,000.00

TOTAL (This amount should equal the Base Bid amount on the Bid Summary Form) $

Base Bid (Sum of Item Bid Prices for all Base Bid Items):

__________________________________________________________________ Dollars $__________________________ (use words) (in figures)

Bidding and Contract Document (R 11/2018) Project Name: Presque Isle State Harbor – Fuel Tank Rpl. File No. 751/17301.BDW

Schedule of Alternates - The Bidder will complete (or deduct from the Contract) the parts of the Work designated by the Alternates that follow and accept in full payment (or allow in full credit) for those parts of the Work the following Item Bid Prices:

Alternate Item No.

Bid Quantity

Description (Bidder to write price in Words)

Unit Price

Item Bid Price

No. 1 1 LS Replace Fuel Controller System

No. 2 1 LS Replace Fuel Pumps

No. 3 1 LS Replace Dock Fuel Piping

The Bidder further acknowledges and agrees that the separate prices bid on this “Schedule of Alternates,” where they are applicable and deemed acceptable by the Owner, will be used if incorporated into the Contract when the Owner issues the Notice of Award.

Schedule of Unit Prices or Contingent Change Order Prices - The Bidder shall use this “Schedule” to quote unit prices identified in the bid documents or propose other contingent Change Order prices. The proposed Unit Prices or contingent Change Order prices set forth in this schedule, at the sole discretion of the Owner, may, or may not be incorporated into the Contract Documents. The Owner reserves the right to negotiate Unit Prices or contingent Change Order prices set forth herein prior to their possible incorporation into the Contract Documents.

Item No.

Units or Quantity

Description (Bidder to write price in Words)

Bidder’s Bid Price

Price Proposed By The Owner

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ADDENDUM #2

FEB. 21, 2019

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3" MPL

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CONC. S/W

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CONC. S/W

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CONC. S/W

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CONC. RAMP

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BIT DRIVE

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ALARM

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DOCK

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E/ROCKS AND WATER

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BIT DRIVE

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TANK

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TANK

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CONTROL PANEL

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AIR VENTS

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CONTAINMENT SUMPS

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12"STM

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BOLLARD

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GASOLINE

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DIESEL

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AutoCAD SHX Text THE SITE IS BASED ON THE STATE PLANE COORDINATE SYSTEM. CONTOUR ELEVATIONS ARE BASED ON THE NAVD88 DATUM.

AutoCAD SHX Text EXISTING SITE BENCH MARK- TOP OF CONCRETE WALL ELEV= 584.08 SEE SITE PLAN FOR LOCATION.

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EXISTING STORM SEWER

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EXISTING UNDERGROUND ELECTRIC

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EXISTING SANITARY SEWER

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SITE BENCH MARK.

AutoCAD SHX Text THE CONTRACTOR SHALL PUMP OUT ANY REMAINING PRODUCT FROM BOTH UNDERGROUND TANKS AND DISPOSE OF PER MDEQ REQUIREMENTS. REMOVE TWO EXISTING UNDERGROUND STORAGE TANKS (UST'S), HOLD DOWN STRAPS, REMOTE FILL LINES AND CONTAINMENT BOX, PIPING (FROM TANKS TO CONTAINMENT SUMPS), CONTAINMENT SUMPS AND ALL MISCELLANEOUS ANCILLARIES/APPURTENANCES COMPLETE (FROM TANKS TO ALARM CONTROL PANEL). REMOVE AND SALVAGE EXISTING TANK COVER SOIL AND PEA STONE FOR REUSE. HAUL TANK COVER SOIL AND PEA STONE TO OVERFLOW PARKING AREA LOCATION SHOWN ON SHEET G0.4 FOR SALVAGE. DISPOSE OF ALL OTHER MATERIALS PER MDEQ REQUIREMENTS.

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EAST GRAND LAKE ROAD (66 FT WIDE PUBLIC)

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EXISTING DIESEL DISPENSERS.

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EXISTING GASOLINE DISPENSER.

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AutoCAD SHX Text APPROXIMATE LIMITS OF EXISTING CONCRETE FOUNDATION. PROTECT EXISTING FOUNDATION TYPICAL.

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1. ALL WORK SHALL BE COMPLETE PRIOR TO SPRING 2019 START-UP. COMPLETED WORK SHALL INCLUDE A COMPLETE SYSTEMS OPERATION STARTUP, ADJUSTMENTS, WALK-THRU AND DEMONSTRATIONS WITH THE OWNER. WORK TO INCLUDE ALL FINAL AND COMPLETE ADJUSTMENTS UNTIL THE NEW FUEL SYSTEM IS FULLY OPERATIONAL. 2. NEW SYSTEM AND EQUIPMENT SHALL BE IN ACCORDANCE WITH CURRENT STATE OF MICHIGAN FUEL SYSTEM REGULATIONS, INCLUDING BUREAU FIRE SERVICES, UNDERGROUND STORAGE TANK RULES, MICHIGAN UNDERGROUND STORAGE TANK RULES (MUSTR) AND NFPA FLAMMABLE STORAGE AND TRANSPORT RULES. 3. THE CONTRACTOR SHALL DRAIN/BLOW BACK & CLEAN THE EXISTING FUEL SYSTEMS PRIOR TO REMOVAL OF EXISTING FUEL SYSTEM AND/OR PIPING. USE CARE SO NOT TO ALLOW FUEL SPILL/LEAKAGE. CONTRACTOR IS RESPONSIBLE FOR ALL CLEAN-UP OPERATIONS AND NOTIFICATION OF PROPER AUTHORITIES FOR SYSTEM REMOVAL/INSTALLATION WORK AND ALL SPILLS IF THEY OCCUR. COORDINATE WITH THE STATE FOR REMOVAL OF ANY PRODUCT WITHIN THE UST PRIOR TO START OF WORK. THE STATE SHALL REFILL THE TANKS WITH PRODUCT PRIOR TO COMPLETE SYSTEM TESTING AT PROJECT COMPLETION. 4. THE CONTRACTOR SHALL USE DUE CARE DURING REMOVAL OF THE NOTED ITEMS AS THE SPILL DETECTION SYSTEM WIRING SHALL BE REMOVED AND SALVAGED FOR REUSE.

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EXISTING GASOLINE FUEL PIPING

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EXISTING DIESEL FUEL PIPING

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REMOVE EXISTING AIR VENTS AND ALL ASSOCIATED TANK PIPING- COMPLETE.

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PROTECT EXISTING CONDUIT.

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PROTECT (5) EACH EXISTING FUEL DISPENSERS FOR REUSE.

AutoCAD SHX Text BID ALTERNATE No.4 THE CONTRACTOR SHALL REMOVE AND REPLACE THE EXISTING DOUBLE CONTAINMENT FUEL PIPING (GASOLINE AND DIESEL) FROM THE ABUTMENT AND START OF THE FLOATING DOCKS, THEN CONTINUING INSIDE/UNDER THE FLOATING DOCKS, OUT TO EACH FUEL DISPENSER LOCATED AT THE END OF THE DOCK AS SHOWN AND PREPARE ROUTE FOR NEW FUEL LINE INSTALLATION. REMOVE, SALVAGE AND REPLACE DOCK PLANKS AS REQUIRED TO COMPLETE THE WORK (TYPICAL).

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PROTECT AND REUSE EXISTING LEAK DETECTION ALARM PANEL AND ELECTRICAL PANELS.

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AutoCAD SHX Text PROTECT EXISTING ELECTRICAL CONDUITS FROM ALARM PANEL TO HARBORMASTER BLDG. EXACT LOCATION AND NUMBER OF CONDUITS IS NOT KNOWN, MAY BE UP TO (6). CONTRACTOR TO LOCATE CONDUITS WITHIN CONSTRUCTION INFLUENCE AND PROTECT.

AutoCAD SHX Text PROTECT AND REUSE THE EXISTING LEAK DETECTION SYSTEM CONTROL PANEL LOCATED IN THE HARBORMASTER BUILDING AND WIRING FROM THE HARBORMASTER BUILDING TO EACH TANK LOCATION. THE EXACT LOCATION OF EXISTING CONDUIT/WIRING IS UNKNOWN.

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THE PORTAGE RESTAURANT

AutoCAD SHX Text CONSTRUCT STABILIZED CONSTRUCTION ACCESS AT ENTRANCE TO SITE PER DETAIL THIS SHEET. ACCESS TO CONSTRUCTION SITE SHALL BE VIA THIS CONSTRUCTION ACCESS ONLY.

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STABILIZED CONSTRUCTION ACCESS DETAIL

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NONE

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SEDIMENT SUMP

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FLOW

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SUMP

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SEDIMENT

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LENGTH OF STABILIZED ROAD

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50' MINIMUM LENGTH

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LENGTH OF STABILIZED ROAD

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* 50' MINIMUM LENGTH

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2"-3" CRUSHED ROCK (8" DEPTH)

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NON-WOVEN GEOTEXTILE FABRIC

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10' MIN.

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10' MIN.

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PAVEMENT

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EXISTING GROUND

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5. THE CONTRACTOR SHALL CONSTRUCT THE STABILIZED CONSTRUCTION ACCESS AT THE LOCATION CONSTRUCTION TRAFFIC SHALL ENTER THE PROJECT SITE FROM EAST GRAND LAKE ROAD ONLY, NOT OVER THE EXISTING CURB AND GUTTER. SEE THE STABILIZED CONSTRUCTION ACCESS DETAIL THIS SHEET. 6. THE CONTRACTOR SHALL PROVIDE CLEANUP OPERATIONS ALONG AND ON ROADWAYS WHERE DIRT AND/OR DEBRIS HAVE BEEN DEPOSITED DUE TO CONSTRUCTION ACTIVITIES AND/OR RELATED WORK DURING THE ENTIRE CONSTRUCTION PHASE OF THE PROJECT. AS A MINIMUM, CLEANUP WILL BE PERFORMED ON A DAILY BASIS. ADDITIONAL CLEANUP WILL BE PERFORMED AS DEEMED NECESSARY BY THE ENGINEER. 7. THE CONTRACTOR WILL BE RESPONSIBLE TO DEVELOP AN EARTH RETENTION SYSTEM FOR THE EXCAVATION AREA TO LIMIT THE AREA OF DISTURBANCE. THE EXISTING CONCRETE CURB & GUTTER AND ALL HMA PAVING SHALL BE PROTECTED. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT THEIR PLAN FOR THE EARTH RETENTION SYSTEM TO THE ENGINEER FOR REVIEW AND APPROVAL. 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL EXISTING EQUIPMENT, THE DOCK SYSTEM, ETC. NOT NOTED FOR REMOVAL. ANY/ALL DOCK BOARDS OR ANY OTHER ITEMS DAMAGED DURING THE COURSE OF CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. ADDITIONAL DOCK REPAIR/REPLACEMENT BEYOND WHAT IS DAMAGED BY THE CONTRACTOR IS NOT REQUIRED. 9. THE CONTRACTOR SHALL SPECIFICALLY PROTECT THE EXISTING PAVEMENT AND CONCRETE CURB & GUTTER OF THE EAST BOAT LAUNCH LANE & THE WEST PARKING LOT DURING CONSTRUCTION. IF THE EXISTING PAVEMENT OR CURB ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE REPLACED TO MATCH EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE OWNER. 10. ALL WORK TO BE PERFORMED BY CERTIFIED AND LICENSED CONTRACTOR FOR UNDERGROUND STORAGE TANK REMOVAL AND INSTALLATION. PROVIDE ALL NECESSARY ASSISTANCE TO THE STATE FOR UST REMOVAL NOTIFICATION TO BFS AND CONTRACTOR SHALL PULL ALL REQUIRED PERMITS UNDER MUSTR.

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INSTALL INLET PROTECTION FABRIC DROPS ON ALL EXIST CATCH BASINS.

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EXISTING CONTOUR-TYPICAL.

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1. ESTABLISH STABILIZED CONSTRUCTION ENTRANCE PRIOR TO THE INITIATION OF SITE CONSTRUCTION ACTIVITIES. 2. CARE SHOULD BE TAKEN TO PREVENT MATERIAL MOVEMENT INTO ANY ADJACENT WETLANDS/WATERBODIES. 3. CARE SHOULD BE TAKEN TO MAINTAIN EXISTING ROADSIDE DRAINAGE VIA CULVERT INSTALLATION WITH SEDIMENT SUMP PLACED DOWNFLOW OF CULVERT.

AutoCAD SHX Text PRIOR TO THE START OF CONTRACTED WORK, THE STATE WILL PUMP OUT THE PRODUCT FROM BOTH EXISTING UNDERGROUND FUEL TANKS AND REMOVE BOTH EXISTING ABOVE GROUND STORAGE TANKS COMPLETE.

AutoCAD SHX Text THE CONTRACTOR TO PROVIDE AND INSTALL A 4'x8' CONSTRUCTION SIGN W/2 4"X4" POSTS THAT STATES "RESTAURANT PARKING IN THIS LOT ONLY. WEST LOT CLOSED DURING CONSTRUCTION."

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AutoCAD SHX Text THE EAST LAUNCH RAMP LANE WILL BE CLOSED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE "ORANGE PROTECTIVE FENCE AND 42" TALL CHANNELIZING DEVICES" AS REQUIRED TO EXTEND BARRIER ALONG THE ALIGNMENT SHOWN TO KEEP THE PUBLIC OUT OF THE AREA. ALSO PROVIDE A SIGN THAT STATES "EAST BOAT LAUNCH LANE CLOSED DURING CONSTRUCTION." ALL SIGNING AND FENCING SHALL BE APPROVED BY THE ENGINEER.

AutoCAD SHX Text THE WEST PARKING LOT WILL BE CLOSED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE "ORANGE PROTECTIVE FENCE AND 42" TALL CHANNELIZING DEVICES" AS REQUIRED TO EXTEND BARRIER ALONG THE ALIGNMENT SHOWN TO KEEP THE PUBLIC OUT OF THE AREA. ALL SIGNING AND FENCING SHALL BE APPROVED BY THE ENGINEER.

AutoCAD SHX Text REMOVE EXISTING ELECTRICAL CONDUITS FROM BOTH TANKS TO ALARM PANEL. EXACT LOCATION AND NUMBER OF CONDUITS IS NOT KNOWN, MAY BE UP TO (6).

AutoCAD SHX Text BID ALTERNATE No.1 THE CONTRACTOR SHALL REMOVE AND REPLACE THE EXISTING DOUBLE CONTAINMENT FUEL PIPING (GASOLINE AND DIESEL) EXTENDING FROM EACH CONTAINMENT SUMP, UNDERGROUND FUEL TANK, UNDER THE CONCRETE SIDEWALK, THRU THE ABUTMENT, THEN TO THE START OF THE FLOATING DOCKS AND PREPARE ROUTE FOR NEW FUEL LINE INSTALLATION. REMOVE AND REPLACE THE EXISTING CONCRETE SIDEWALK TO MATCH EXISTING, AS PART OF BASE BID SCOPE OF WORK.

AutoCAD SHX Text BID ALTERNATE No.2 THE CONTRACTOR SHALL REMOVE THE EXISTING GILBARCO T-1000 FUEL CONTROLLER AND IC BOX IN ITS ENTIRETY.

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HARBORMASTER BUILDING

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EXISTING GASOLINE DISPENSERS.

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AutoCAD SHX Text REMOVE THE EXISTING LOCKABLE REMOTE FILL CONNECTION BOX IN ITS ENTIRETY. CONTRACTOR TO INVESTIGATE (2) EXISTING PIPE PLUGS WITH FERNCO'S ADJACENT TO REMOTE FILL TO DETERMINE THE FUNCTION AND REQUIREMENT PRIOR TO THE REMOVAL OF THE ITEMS. INFORM ENGINEER OF FINDINGS AND RECEIVE APPROVAL TO REMOVE THE TWO ITEMS.

AutoCAD SHX Text THE SITE HAS AN EXISTING LAWN IRRIGATION SYSTEM IN THE AREA OF WORK. THE CONTRACTOR SHALL PROTECT THE EXISTING SYSTEM AND RESTORE IT TO THE EXISTING CONDITION OR BETTER AT THE CONCLUSION OF CONSTRUCTION. OPERATION SHALL BE APPROVED BY THE OWNER.

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FEB. 21, 2019

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SECTION A-A

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SCALE: 1/4"=1'

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AutoCAD SHX Text PROTECT EXISTING 15" THICK REINFORCED CONCRETE SLAB AND EXISTING 6" THICK MDOT 6A STONE BEDDING LAYER.

AutoCAD SHX Text REMOVE AND SALVAGE EXISTING DRY ANNULUS SPACE SENSOR PROBE WITH REMOTE ANNUNCIATION (DISCRIMINATES BETWEEN OIL AND WATER), TYPICAL OF 2 EACH. PROTECT EXISTING SENSOR CABLES IN CONDUIT RUNNING FROM SENSOR PROBE IN TANKS TO HARBORMASTER'S OFFICE, TYPICAL OF 2 EACH.

AutoCAD SHX Text REMOVE (2 EACH) OWENS CORNING DOUBLE WALLED TANKS MODEL DWT-3P(10) 10,000 GAL DIESEL & 15,000 GAL GAS WITH 4" DIA. NPT FITTINGS-COMPLETE.

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REMOVE VENTS, POST & ALL MISC. PIPING.

AutoCAD SHX Text REMOVE EXISTING FILL TUBE, RISER, LOCKABLE CAP, SPILL CONTAINER AND NAME PLATE FOR FUEL. TYPICAL OF 2 EACH.

AutoCAD SHX Text REMOVE AND SALVAGE FOR REUSE EXISTING PUMP, FILL GAUGE & OVERFLOW ALARM SENSOR. TYPICAL BOTH TANKS. WORK INCLUDED AS BASE BID.

AutoCAD SHX Text REMOVE AND SALVAGE EXISTING 4"x2" BUSHING & RISER (2 EACH) AND HIGH LEVEL ALARM PROBE (2 EACH), PROTECT EXISTING ALARM BOX/CONTROLS AND EXISTING LOCKABLE/WEATHERPROOF SYSTEM CONTROL BOX. REMOVE EXISTING WIRING FROM TANKS TO CONTROLS THAT IS CONTAINED IN RIGID STEEL CONDUIT.

AutoCAD SHX Text REMOVE ALL EXISTING MISCELLANEOUS APPURTENANCES FOR BOTH TANKS-COMPLETE. WITH THE EXCEPTION OF VAPOR RECOVERY, THE DIESEL FUEL TANK, SLAB, EQUIPMENT AND FILL ITEMS ARE THE SAME AS FOR THE GASOLINE TANK. REMOVE ALL EQUIPMENT PROTRUSIONS THAT HAVE MANHOLE FRAMES AND COVERS. SALVAGE EXISTING MANHOLE FRAMES AND COVERS TO OWNER.

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1 ON 3 SIDE SLOPES- TYPICAL ALL SIDES

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REMOVE EXISTING MDOT CLASS II GRANULATED MATERIAL-TYPICAL. SALVAGE FOR REUSE.

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REMOVE EXISTING PEA GRAVEL. (TYPICAL 18" LAYER AROUND TANKS.) SALVAGE FOR REUSE.

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REMOVE EXISTING SADDLE ANCHORS

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PROTECT EXISTING 15" THICK REINFORCED CONCRETE SLAB-TYPICAL.

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PROTECT EXISTING 6" THICK MDOT 6A STONE BEDDING LAYER.

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PEA STONE

AutoCAD SHX Text REMOVE ALL EXISTING MANHOLE COVERS, CASTINGS AND CONCRETE SLABS OVER EQUIPMENT AS REQUIRED-TYPICAL.

AutoCAD SHX Text REMOVE EXISTING " 6x9 IMPROVED PLOW STEEL 12" 6x9 IMPROVED PLOW STEEL WIRE ROPE WITH (3) MIN. DROP FORGED CABLE CLAMPS AND "x9" JAW x JAW 34"x9" JAW x JAW TURNBUCKLE-TYPICAL.

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18" MIN

AutoCAD SHX Text 589.0

AutoCAD SHX Text 587.0

AutoCAD SHX Text 590.0

AutoCAD SHX Text 577.0

AutoCAD SHX Text 576.0

AutoCAD SHX Text 574.75

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NOTE: EXISTING GASOLINE TANK HAS THE LONGER LENGTH

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100 YR. FREQUENCY WATER LEVEL = 582.6

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PEA STONE

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VENTING

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18" MIN

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18" MIN

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COMPLETE EXCAVATION AS REQUIRED FOR DEMOLITION WORK.

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100 YR. FREQUENCY WATER LEVEL = 582.6

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DEWATERING REQUIRED FOR DEMOLITION WORK.

AutoCAD SHX Text 590.0

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REMOVE VAPOR RECOVERY & VENTING (TYPICAL)

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ELEC CONDUITS

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 12"

AutoCAD SHX Text 15"

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AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 26'-0"

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20'-11" DIESEL TANK

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 23'-11"

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29'-2" GASOLINE TANK

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AutoCAD SHX Text 32'-2"

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REMOVE AND SALVAGE EXISTING ELECTRIC SOLENOID VALVES. TYPICAL OF 2.

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REMOVE EXISTING 10,000 GALLON DIESEL TANK

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REMOVE EXISTING 15,000 GALLON GASOLINE TANK

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2" GASOLINE

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2" DIESEL

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REMOVE FUEL GAUGE, 4" RISER AND MISCELLANEOUS APPURTENANCES. TYPICAL OF 2 EACH.

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REMOVE EXISTING VENTING APPARATUS AND ALL MISC APPURTENANCES. TYPICAL OF 2 EACH.

AutoCAD SHX Text FOR GASOLINE TANK ONLY, REMOVE VAPOR RECOVERY ADAPTOR, RISER, LOCKABLE CAP AND 12" MH.

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PROTECT EXISTING HIGH LEVEL ALARM BOX

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PROTECT EXISTING JUNCTION BOXES.

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SIDEWALK

AutoCAD SHX Text REMOVE EXISTING CONTAINMENT SUMP. REMOVE AND SALVAGE EXISTING LEAK PROOF SURFACE PROBE WITH REMOTE ANNUNCIATION TO LEAK DETECTION CONTROL BOX IN HARBORMASTER OFFICE OF COMFORT STATION. TYPICAL OF 2 EACH.

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TO AND THRU ABUTMENT

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SIDEWALK

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REMOVE FILL APPARATUS BOTH TANKS.

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REMOVE & REPLACE SIDEWALK AS REQURIED.

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REMOVE EXISTING STEEL FRAME & COVER-TYPICAL OF 2 (TOC=583.5)

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REMOVE EXISTING CONDUITS & CONDUCTORS, EXACT NUMBER UNKNOWN.

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REMOVE EXISTING CONTAINMENT SUMP COMPLETE-TYPICAL OF 2.

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REMOVE EXISTING SENSOR, COMPLETE. TYPICAL OF 2.

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22" DIA.

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42" DIA.

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EXISTING TANKS-PLAN

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SCALE: 1/4"=1'

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18" MIN

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SECTION B-B

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SCALE: 1/4"=1'

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REMOVE EXISTING TOPSOIL AND GRASS SURFACE. SALVAGE TOPSOIL FOR REUSE.

AutoCAD SHX Text REMOVE EXISTING HOLD DOWN STRAPS. NUMBER AND LOCATION OF HOLD DOWN STRAPS VARY FOR EACH TANK.

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REMOVE EXISTING TOPSOIL AND GRASS SURFACE. SALVAGE TOPSOIL FOR REUSE.

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REMOVE EXISTING MDOT CLASS II GRANULATED MATERIAL-TYPICAL. SALVAGE FOR REUSE.

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PROTECT EXISTING 15" THICK REINFORCED CONCRETE SLAB-TYPICAL.

AutoCAD SHX Text REMOVE EXISTING HOLD DOWN STRAPS. NUMBER AND LOCATION OF HOLD DOWN STRAPS VARY FOR EACH TANK.

AutoCAD SHX Text REMOVE AND SALVAGE FOR REUSE EXISTING EXPLOSION PROOF HP RED JACKET 34 HP RED JACKET SUBMERSIBLE PUMP SYSTEM W/LEAK DETECTOR AND 4" DIA. RISER - TYPICAL OF 2 EACH.

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LAKE HURON WATER SURFACE = 580.5+/- (11/18)

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LAKE HURON WATER SURFACE = 580.5+/- (11/18)

AutoCAD SHX Text REMOVE AND SALVAGE EXISTING EXPLOSION PROOF HP RED JACKET SUBMERSIBLE PUMP 34 HP RED JACKET SUBMERSIBLE PUMP SYSTEM W/LEAK DETECTOR AND 4" DIA. RISER - TYPICAL OF 2 EACH.

AutoCAD SHX Text PROTECT EXISTING ALARM PANEL, CONTROL BOXES, POSTS & FRAMES, ALL JUNCTION AND ELEC BOXES.

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PROTECT EXISTING CONTROL BOXES, POSTS & FRAMES, ALL JUNCTION AND ELEC BOXES.

AutoCAD SHX Text PROTECT EXISTING UNDERGROUND FUEL PIPING & SECONDARY CONTAINMENT PIPING FROM CONTAINMENT SUMP TO FUEL DISPENSERS. TYPICAL OF 2 EACH. WORK INCLUDED AS BASE BID.

AutoCAD SHX Text REMOVE EXISTING ELECTRICAL CONDUITS FROM BOTH TANKS TO ALARM PANEL. EXACT LOCATION AND NUMBER OF CONDUITS IS NOT KNOWN, MAY BE UP TO (6).

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EXISTING DOCK SECTION

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SCALE: 1/2"=1'

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AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 2"x12" BULKHEAD @ 4'-0" C/C W/ENCASEMENT OVERLAP OF 1-1/2"

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2" GDC

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2"X6" DECKING

AutoCAD SHX Text 2"x6" AND 2"x12" TIMBER SIDEWALLS

AutoCAD SHX Text 2"x6" RUB-RAIL

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2"X6" CROSS SUPPORTS @ 8'-0" OC.

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2"X6" STRINGERS

AutoCAD SHX Text CONTINUOUS 20 GA GALVANIZED STEEL MONOCOQUE SKIN TOP AND BOTTOM OF FLOATATION CHAMBER

AutoCAD SHX Text 2"x6" SLEEPERS @ 4'-0" OC.

AutoCAD SHX Text 2"x6" STIFFENING GUSSETS (CONTRACTOR TO VERIFY LOCATIONS-TYPICAL.)

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FLOATATION ENCASEMENT (TYPICAL)

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2" SAN FM

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2-1/2" WATER

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2" TELEPHONE

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1-1/2" COMP

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3-1/2" EA-3

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3-1/2" EA-2

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3-1/2" EA-1

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3/4" CSC

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2-1/2" DIESEL W/CONTAINMENT PIPING

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2-1/2" GASOLINE W/CONTAINMENT PIPING

AutoCAD SHX Text REMOVE THE EXISTING UNDERGROUND FUEL PIPING (GASOLINE AND DIESEL) FROM TANK TO THE CONTAINMENT SUMP. TYPICAL OF 2 EACH.

AutoCAD SHX Text REMOVE AND REPLACE THE EXISTING UNDERGROUND DOUBLE WALL FUEL PIPING (GASOLINE AND DIESEL) FROM TANK TO THE CONTAINMENT SUMP. TYPICAL OF 2 EACH.

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NOTE: 1. ALL ITEMS IN THIS DETAIL ARE EXISTING.

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REMOVE EXISTING PEA GRAVEL. (TYPICAL 18" LAYER AROUND TANKS.) SALVAGE FOR REUSE.

AutoCAD SHX Text BID ALTERNATE No.3

DEWATERING: CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING THE WORK AREA TO PROVIDE DRY WORK CONDITIONS. CONTRACTOR SHALL UTILIZE THEIR OWN INDEPENDENT JUDGEMENT ON THE TYPE OF DEWATERING REQUIRED TO ACCOMPLISH THIS. WATER FROM DEWATERING OPERATIONS MAY BE DISCHARGED INTO THE CATCH BASIN AT THE SOUTH END OF THE PARKING LOT OR ONTO THE EAST LAUNCH DRIVE. CONTRACTOR SHALL PROVIDE FILTER BAGS OR OTHER METHODS TO REMOVE SILT/SEDIMENT FROM THE WATER AS NEEDED TO COMPLY WITH SESC REQUIREMENTS. IT IS ASSUMED THAT THE EXISTING GROUNDWATER IS NOT CONTAMINATED TO PREVENT DISPOSAL AS INDICTED ABOVE. IF IT IS DETERMINED THAT CONTAMINATION IS PRESENT AND THAT DISCHARGE IS NOT POSSIBLE AS INDICATED ABOVE, CONTRACTOR SHALL CEASE OPERATIONS UNTIL A PLAN CAN BE IMPLEMENTED. IF ADDITIONAL TREATMENT OR OTHER DISPOSAL METHODS ARE REQUIRED DUE TO GROUNDWATER CONTAMINATION, THIS SHALL BE TREATED AS A CHANGED CONDITION. SHEETING AND BRACING: IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLETE ALL EXCAVATION WORK IN A SAFE MANNER IN ACCORDANCE WITH MIOSHA REQUIREMENTS, AS WELL AS TO PROTECT THE SURROUNDING AREA (CURBS, PAVEMENT, STRUCTURES, ETC.). CONTRACTOR SHALL UTILIZE THEIR OWN INDEPENDENT JUDGMENT AS TO WHETHER SHEETING AND SHORING IS REQUIRED, AND IF UTILIZED,,SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. TESTING: CONTRACTOR SHALL BE REQUIRED TO PERFORM TESTING AND ANALYSIS AS NORMALLY REQUIRED BY THE STATE OF MICHIGAN FUEL SYSTEM REGULATIONS AND MICHIGAN UNDERGROUND STORAGE TANK RULES, INCLUSIVE, FOR TANK AND PIPING REMOVAL. ADDITIONAL TESTING REQUIRED BEYOND THAT NORMALLY REQUIRED FOR TANK AND PIPING REMOVAL WOULD BE CONSIDERED A CHANGED CONDITION. SESC PERMIT: C2AE HAS COMPLETED AND SUBMITTED THE SESC CHECKLIST AND PLANS TO THE STATE FOR PRELIMINARY REVIEW. THE SUCCESSFUL CONTRACTOR WILL BE REQUIRED TO FOLLOW UP WITH A PERMIT APPLICATION SUBMITTAL. THERE IS NO FEE FOR THE PERMIT.

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THIS DOCUMENT AND DESIGN ARE THE

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3" MPL

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CONC. S/W

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CONC. S/W

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CONC. S/W

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CONC. RAMP

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BIT DRIVE

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CONC. S/W

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ALARM

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DOCK

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E/ROCKS AND WATER

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BIT DRIVE

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CONTROL PANEL

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CONTAINMENT SUMPS

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12"STM

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BOLLARD

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BOLLARD

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LT POLE

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BOLLARD

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BOLLARD

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AutoCAD SHX Text 591.5

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GASOLINE

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GASOLINE

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GASOLINE

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DIESEL

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DIESEL

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DOCK SHACK

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AutoCAD SHX Text THE SITE IS BASED ON THE STATE PLANE COORDINATE SYSTEM. CONTOUR ELEVATIONS ARE BASED ON THE NAVD88 DATUM.

AutoCAD SHX Text EXISTING SITE BENCH MARK- TOP OF CONCRETE WALL ELEV= 584.08 SEE SITE PLAN FOR LOCATION.

AutoCAD SHX Text %%uLEGEND

AutoCAD SHX Text

EXISTING STORM SEWER

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EXISTING UNDERGROUND ELECTRIC

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EXISTING SANITARY SEWER

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PROPOSED GASOLINE FUEL PIPING

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PROPOSED DIESEL FUEL PIPING

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PROPOSED CONTOURS, RESTORE GRADES TO EXISTING.

AutoCAD SHX Text BID ALTERNATE No.4 THE CONTRACTOR SHALL PLACE NEW DOUBLE CONTAINMENT FUEL PIPING (GASOLINE AND DIESEL) FROM THE ABUTMENT AND START OF THE FLOATING DOCKS, THEN CONTINUING INSIDE/UNDER THE FLOATING DOCKS, OUT TO EACH FUEL DISPENSER LOCATED AT THE END OF DOCK AS SHOWN. REMOVE, SALVAGE AND REPLACE DOCK PLANKS AS REQUIRED TO COMPLETE THE WORK (TYPICAL).

AutoCAD SHX Text PROPOSED 10,000 gal GASOLINE TANK.

AutoCAD SHX Text PROPOSED 15,000 gal DIESEL TANK.

AutoCAD SHX Text ALTERNATE No.4 CONNECT THE NEW DOUBLE CONTAINMENT GASOLINE PIPING TO THE EXISTING FUEL DISPENSER LOCATED AT THE END OF DOCK WITH APPROPRIATE FITTINGS. REMOVE, SALVAGE AND REPLACE DOCK PLANKS AS REQUIRED TO COMPLETE THE WORK (TYPICAL).

AutoCAD SHX Text ALTERNATE No.4 CONNECT THE NEW DOUBLE CONTAINMENT DIESEL FUEL PIPING TO THE EXISTING (2) FUEL DISPENSERS LOCATED AT THE END OF DOCK WITH APPROPRIATE FITTINGS. REMOVE, SALVAGE AND REPLACE DOCK PLANKS AS REQUIRED TO COMPLETE THE WORK (TYPICAL).

AutoCAD SHX Text THE CONTRACTOR SHALL PLACE NEW DOUBLE CONTAINMENT FUEL PIPING (GASOLINE AND DIESEL) FROM EACH FUEL TANK TO EACH NEW CONTAINMENT SUMP AS SHOWN. NOTE THAT THE SIZE AND LOCATION OF THE GASOLINE AND DIESEL TANKS HAVE BEEN SWITCHED. ALSO NOTE, PIPE ROUTING IS BE REVISED TO CONNECT TO THE EXISTING GASOLINE AND DIESEL DELIVERY LINES.

AutoCAD SHX Text PLACE (2 EACH) NEW CONTAINMENT SUMPS PER THE SPECIFICATIONS. MATCH EXISTING SIZE, APPROX 24"X36" DOUBLE WALL SUMPS WITH WEATHER TIGHT COVER AT GRADE.

AutoCAD SHX Text BID ALTERNATE No.2 REMOVE EXISTING GILBARCO T-1000 FUEL CONTROLLER SYSTEM AND IC BOX LOCATED IN THE DOCK SHACK IN ITS ENTIRETY. INSTALL A NEW TRIANGLE MICROSYSTEMS MPC-G-8E-25 ELECTRONIC FUEL CONTROLLER FOR GILBARCO ELECTRONIC DISPENSER INCLUDING IC BOX. UTILIZE THE EXISTING CONDUITS AND RACEWAYS. PROGRAM AND TEST THE NEW SYSTEM.

AutoCAD SHX Text BID ALTERNATE No.1 THE CONTRACTOR SHALL PLACE NEW DOUBLE CONTAINMENT FUEL PIPING (GASOLINE AND DIESEL) EXTENDING FROM EACH CONTAINMENT SUMP, UNDERGROUND FUEL TANKS, UNDER THE CONCRETE SIDEWALK, THRU THE ABUTMENT, THEN TO THE START OF THE FLOATING DOCKS. REMOVE AND REPLACE EXISTING CONCRETE SIDEWALK TO MATCH EXISTING. REMOVE AND REPAIR ABUTMENT AS REQUIRED TO COMPLETE THE WORK. REMOVE, SALVAGE AND REPLACE DOCK PLANKS AS REQUIRED TO COMPLETE THE WORK (TYPICAL).

AutoCAD SHX Text

THE PORTAGE RESTAURANT

AutoCAD SHX Text

HARBORMASTER BUILDING

AutoCAD SHX Text BID ALT No.4

AutoCAD SHX Text BID ALT No.1

AutoCAD SHX Text ALTERNATE No.4 CONNECT THE NEW DOUBLE CONTAINMENT GASOLINE PIPING TO THE EXISTING (2) FUEL DISPENSERS LOCATED AT THE END OF DOCK WITH APPROPRIATE FITTINGS. REMOVE, SALVAGE AND REPLACE DOCK PLANKS AS REQUIRED TO COMPLETE THE WORK (TYPICAL).

AutoCAD SHX Text REPLACE ALL EXISTING LEAK DETECTION DEVICES ON THE UST'S (SEE SHEET C1.3) WITH NEW DEVICES AND CONNECT TO EXISTING VEEDER-ROOT TLS-350 LEAK DETECTION CONTROL PANEL IN THE HARBORMASTER OFFICE. REUSE EXISTING CONDUITS AND WIRE.

AutoCAD SHX Text BID ALTERNATE No.1

AutoCAD SHX Text BID ALTERNATE No.3

AutoCAD SHX Text No.3

AutoCAD SHX Text BID ALTERNATE No.3

REPLACE THE EXISTING LOCKABLE REMOTE FILL CONNECTION BOX AND PIPING IN ITS ENTIRETY. PLACE NEX FILL BOX IN SAME LOCATION. PROVIDE ALUMINUM SIGN ON METAL POST BEHIND THE FILL BOX. SIGN SHALL BE MINIMUM 10"x18" WHITE WITH RED 2" HIGH LETTERS "FUEL TANKS NO SMOKING." PROVIDE SECOND SIGN AND POST ON TOP OF COVER MOUND BETWEEN TANKS.

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SECTION A-A

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SCALE: 1/4"=1'

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1 ON 3 SIDE SLOPES- TYPICAL ALL SIDES

AutoCAD SHX Text PLACE SALVAGED PEA STONE PLUS PROVIDE ADDITIONAL PEA STONE MATERIAL AS REQUIRED TO PROVIDE MINIMUM 18" STONE LAYER AROUND THE NEW TANKS. THE ADDITIONAL PEA STONE SHALL BE NATURAL ROUND AGGREGATE WITH PARTICLE SIZE NOT LESS THAN " OR MORE THAN " ROUND. PLACE AS INDICATED 18" OR MORE THAN " ROUND. PLACE AS INDICATED 34" ROUND. PLACE AS INDICATED WITH MINIMUM 18" LAYER PROTECTING AROUND TANKS.

AutoCAD SHX Text PLACE SALVAGED TOPSOIL PLUS PROVIDE ADDITIONAL TOPSOIL AS REQUIRED TO RESTORE ALL DISTURBED AREAS WITH 3" TOPSOIL PER THE SPECIFICATIONS. SEED AND MULCH PER SPECIFICATIONS.

AutoCAD SHX Text PLACE SALVAGED TANK COVER SOIL PLUS PROVIDE ADDITIONAL MDOT CLASS II GRANULATED MATERIAL AS REQUIRED TO COMPLETE COVERING OF PROPOSED TANKS. FILL IN MAX. 12" LAYERS. COMPACT TO 95% MAX. DENSITY.

AutoCAD SHX Text

PEA STONE

AutoCAD SHX Text 588.5

AutoCAD SHX Text 587.0

AutoCAD SHX Text 591.5

AutoCAD SHX Text 577.0

AutoCAD SHX Text

100 YR. FREQUENCY WATER LEVEL = 582.6

AutoCAD SHX Text

18" MIN

AutoCAD SHX Text

18" MIN

AutoCAD SHX Text

100 YR. FREQUENCY WATER LEVEL = 582.6

AutoCAD SHX Text

LAKE HURON WATER SURFACE = 580.5+/- (11/18)

AutoCAD SHX Text 591.5

AutoCAD SHX Text

CONDUITS

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 12"

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text

SCALE: 1/4"=1'

AutoCAD SHX Text

PROPOSED TANK PLAN

AutoCAD SHX Text

SCALE: 1/4"=1'

AutoCAD SHX Text

18" MIN

AutoCAD SHX Text

18" MIN

AutoCAD SHX Text

3'-0" TYP

AutoCAD SHX Text

PEA STONE

AutoCAD SHX Text 576.0

AutoCAD SHX Text

LAKE HURON WATER SURFACE = 580.5+/- (11/18)

AutoCAD SHX Text

1 ON 3 SIDE SLOPES- TYPICAL ALL SIDES

AutoCAD SHX Text

PROPOSED 15,000 GALLON DIESEL TANK

AutoCAD SHX Text

PROPOSED 10,000 GALLON GASOLINE TANK

AutoCAD SHX Text

PROPOSED 15,000 GALLON DIESEL TANK

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text SUPPLIER AND MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR EXACT PLACEMENT OF ALL EQUIPMENT AND MATERIALS AS REQUIRED AND ALSO TO PROVIDE AND INSTALL ALL MISCELLANEOUS APPURTENANCES TO MAKE A COMPLETE AND OPERATIONAL SYSTEM.

AutoCAD SHX Text REINSTALL EXISTING EXPLOSION PROOF HP 34 HP RED JACKET SUBMERSIBLE PUMP SYSTEM, ALL REQUIRED PIPING W/LEAK DETECTOR AND 4" DIA. RISER TO MAKE A COMPLETE AND OPERATIONAL SYSTEM APPROVED BY THE OWNER. - TYPICAL OF 2 EACH. WORK INCLUDED AS BASE BID.

AutoCAD SHX Text

DEWATERING REQUIRED FOR PROPOSED WORK AND SYSTEM INSTALLATION.

AutoCAD SHX Text

DEWATERING REQUIRED FOR PROPOSED WORK AND SYSTEM INSTALLATION.

AutoCAD SHX Text

PROTECT EXISTING 15" THICK REINFORCED CONCRETE SLAB-TYPICAL.

AutoCAD SHX Text

PROTECT EXISTING 6" THICK MDOT 6A STONE BEDDING LAYER.

AutoCAD SHX Text USE DEADMEN AND STRAPS PROVIDED BY TANK MANUFACTURER. INSTALL AS REQUIRED PER TANK MANUFACTURER. TYPICAL BOTH TANKS.

AutoCAD SHX Text PLACE SALVAGED TOPSOIL PLUS PROVIDE ADDITIONAL TOPSOIL AS REQUIRED TO RESTORE ALL DISTURBED AREAS WITH 3" TOPSOIL PER THE SPECIFICATIONS. SEED AND MULCH PER SPECIFICATIONS.

AutoCAD SHX Text INSTALL NEW ELECTRICAL CONDUITS FROM BOTH TANKS TO ALARM PANELS AND OTHER APPURTENANCES AS REQUIRED TO MATCH EXISTING LAYOUT AND MAKE A COMPLETE AND OPERATIONAL SYSTEM. EXACT NUMBER OF CONDUITS REQUIRED IS NOT KNOWN.

AutoCAD SHX Text

PROPOSED 10,000 GALLON GASOLINE TANK

AutoCAD SHX Text

PROPOSED 15,000 GALLON DIESEL TANK

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 26'-0"

AutoCAD SHX Text

20'-11" GASOLINE TANK

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 23'-11"

AutoCAD SHX Text

29'-2" DIESEL TANK

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 32'-2"

AutoCAD SHX Text

PROTECT EXISTING 15" THICK REINFORCED CONCRETE SLAB-TYPICAL.

AutoCAD SHX Text

PROTECT EXISTING 15" THICK REINFORCED CONCRETE SLAB-TYPICAL.

AutoCAD SHX Text

PROTECT EXISTING 6" THICK MDOT 6A STONE BEDDING LAYER.

AutoCAD SHX Text BID ALTERNATE No.3 PROVIDE AND INSTALL NEW FUEL PUMPS FOR EACH TANK, MATCH EXISTING PUMP MFG, MODEL, AND CAPACITIES, " HP RED JACKET 34" HP RED JACKET SUBMERSIBLE PUMP SYSTEM INCLUDING LEAK DETECTOR AND 4" DIA RISER. PROVIDE COMPLETE AND OPERATIONAL SYSTEM.

AutoCAD SHX Text THE CONTRACTOR SHALL PLACE NEW 2" DOUBLE CONTAINMENTFUEL PIPING (GASOLINE AND DIESEL) FROM EACH FUEL TANK TO EACH NEW CONTAINMENT SUMP AS SHOWN. TYPICAL OF 2. WORK IS INCLUDED AS BASE BID.

AutoCAD SHX Text CONTRACTOR SHALL PROVIDE AND INSTALL ANY/ALL TANK VENT LINES/PIPES AND MISCELLANEOUS APPURTENANCES AS REQUIRED BY THE TANK MANUFACTURER. TYPICAL BOTH TANKS.

AutoCAD SHX Text THE CONTRACTOR TO PROVIDE ALL MISCELLANEOUS APPURTENANCES FOR BOTH TANKS, WHETHER SHOWN ON THE PLANS OR NOT, AS REQUIRED BY CURRENT LAWS AND REGULATIONS, TO MAKE A COMPLETE AND OPERATIONAL SYSTEM APPROVED BY THE OWNER.

AutoCAD SHX Text PROVIDE ALL REQUIRED VENTING AND ANCILLARIES FOR THE NEW UNDERGROUND TANKS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: FOR GASOLINE TANK ONLY, VAPOR RECOVERY ADAPTOR, RISER, LOCKABLE CAP AND 12" MH. FOR BOTH TANKS, VENTING APPARATUS AND SUPPORT POST. FOR BOTH TANKS ELECTRIC SOLENOID VALVES ON FUEL LINES. . FOR BOTH TANKS, FILL TUBE, RISER, LOCKABLE CAP, SPILL CONTAINER, NAME PLATE FOR FILL APPARATUS, FILL GAUGE & OVERFLOW ALARM SENSOR. FOR BOTH TANKS, NEW WET ANNULUS SPACE SENSOR PROBE ANNULUS SPACE SENSOR PROBE WITH REMOTE ANNUNCIATION (DISCRIMINATES BETWEEN OIL AND WATER) AND SENSOR CABLES. REUSE CONDUIT AND WIRE RUNNING FROM SENSOR PROBE IN TANKS TO HARBORMASTER'S OFFICE. FOR BOTH TANKS, PROVIDE ALL REQUIRED MANHOLES AND ACCESS POINTS TO THE TANKS. REFER TO SHEET C1.2 FOR EXISTING TANKS SHOWING MISC VENT/FILL/LEAK DETECTION ITEMS. PROVIDE ALL REQUIRED FOR NEW TANKS.

AutoCAD SHX Text 1)

AutoCAD SHX Text

AutoCAD SHX Text BID ALTERNATE No.2

AutoCAD SHX Text

ABUTMENT

AutoCAD SHX Text FIELD ROUTE VENT/VAPOR RECOVERY LINES UNDERGROUND FROM TANKS AND RISE ABOVE GROUND AT SAME LOCATION WITH SUPPORT POST SIMILAR TO EXISTING INSTALLATION. REFER TO NOTE 1 ON TANK DETAIL BELOW FOR ALL REQUIRED ITEMS AND TANK CONNECTIONS.

PROVIDE 3'Lx3'Wx2'D HINGED TOP OR SIDE OPENING STAINLESS STEEL PAD LOCKABLE WEATHER TIGHT REMOVE FILL BOX MOUNTED AT GRADE AT EXISTING LOCATION WITH 3" DOUBLE WALL FILL PIPE UNDERGROUND FROM EACH TANK. TERMINATE EACH FILL PIPE IN BOX WITH 3" MALE CAMLOCK, NOLEAK FITTING WITH CHAINED ON CAP AND SHUTOFF VALVE. SEAL PIPE PENETRATIONS OF BOX WATERTIGHT. PROVIDE 8"x8" PLASTIC SIGNAGE WITH RED LETTER LABELED "GASOLINE" AND DIESEL" INSIDE BOX AT EACH APPROPRIATE FILL LINE. BOX BY PRYCO INC, SIMPLEX, FRANKLIN FUELING SYSTEMS, EMCO OR EQUAL. FIELD ROUTE REMOTE FILL PIPING UNDERGROUND TO EACH TANK AS REQUIRED WITH FINAL TANK LOCATIONS. COORDINATE WITH OWNER FOR REMOTE FILL BOX PADLOCK, OWNER FURNISHED AND CONTRACTOR INSTALLED.

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File details come from the government source that posted it. Updated Mar 13, 2025.