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Fuel Island Rehabilitation Project - Public HearingCity of Dubuque City Council PUBLIC HEARINGS # 4. Copyrighted February 17, 2025 ITEM TITLE: Fuel Island Rehabilitation Project - Public Hearing - Project No. 5429900018 SUMMARY: Proof of publication on notice of public hearing to consider City Council adopt the resolution of the proposed plans, specifications, form of contract, and construction estimate cost of $1,355,888.00 for the Fuel Island Rehabilitation Project, and City Manager recommending approval. RESOLUTION Approval Of Plans, Specifications, Form Of Contract, And Estimated Cost For The Fuel Island Rehabilitation SUGGUESTED Receive and File; Adopt Resolution(s) DISPOSITION: ATTACHMENTS: 1. MVM Memo 2. Fuel Island Rehabiliation - Council Staff PH MEMO 3. Mtg 2 - Fuel Island Rehabilitation Project - Council PH RESOLUTION 4. Fuel Island Rehabilitation - 95 Percent Completion Consultants Documentation Page 583 of 797 THE CITY OF DUB E-E Masterpiece on the Mississippi TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager SUBJECT: Fuel Island Rehabilitation Project Public Hearing Project Number 5429900018 DATE: February 12, 2025 Dubuque All -America Ciq IIIr II 2007.2012.2013 2017*2019 Public Works Director Arielle Swift is recommending City Council adopt the resolution of the proposed plans, specifications, form of contract, and construction estimate cost of $1,355,888.00 for the Fuel Island Rehabilitation Project In January 2024, during a historical week-long snowfall, the fuel island kiosk was rendered out of order due to snow entering the card readers. When trying to replace the current kiosk, the hardware was found to be obsolete. Public Works is recommending a full rehabilitation of the fuel island. This will include: 1. Replacing the three (3) 12,000-gallon underground fuel tanks with three (3) 15,000-gallon underground fuel tanks. 2. Adding a diesel exhaust fluid (DEF) utilization meter a. There are no current metrics on this, and it is recharged through the garage overhead rate instead of only vehicles utilizing DEF. 3. Replacing the two (2) fuel pumps with four (4) fuel pumps and extending the canopy to include greater overhang. 2 a. When the fuel island was installed, it was created for a fleet the City had twenty (20) years ago. Staff and consultant considered the current fleet, frequency of fill ups, future fleet expansion over the next 40 years, dimensions of new fire trucks, curbside collection vehicles, and busses to determine the fuel island future needs. 4. Ensuring the bulk water sales operation continues to be metered and recharged through water distribution operations. 5. Compatibility with current Fleet Management Information Systems software. 6. Compatibility to add a streamlined radio frequency identification (RFID) fuel system in the future without additional rehabilitation. Page 584 of 797 I concur with the recommendation and respectfully request Mayor and City Council approval. Mic ael C. Van Milligen MCVM:sv Attachment cc: Crenna Brumwell, City Attorney Cori Burbach, Assistant City Manager Arielle Swift, Public Works Director Jenny Larson, Chief Financial Officer Tony Breitbach, Purchasing and Risk Manager Chris Lester, Water Department Director Chris Kohlmann, Chief Information Officer 2 Page 585 of 797 THE CITY OF DUB E Masterpiece on the Mississippi TO: Michael C. Van Milligen, City Manager FROM: Arielle Swift, Public Works Director DATE: February 17, 2025 SUBJECT: Fuel Island Rehabilitation Project Public Hearing Project Number 5429900018 INTRODUCTION Dubuque All -Acerb City tl �lll r1ll I! Ad I I 2007-2012.2013 2017*2019 The attached resolution is in reference to the public hearing for the Fuel Island Rehabilitation project. BACKGROUND In January 2024, during a historical week-long snowfall, the fuel island kiosk was rendered out of order due to snow entering the card readers. When trying to replace the current kiosk, the hardware was found to be obsolete. This caused city operations to pay retail prices for fuel to continue operations until an alternative method was determined. This increased the operational fuel cost by around $25,000 - $35,000 per quarter. In July 2024, Public Works and Informational Services staff identified a way to continue fuel island operations utilizing key fobs. Key fobs are being issued to the following fleets: snow & ice control, solid waste resource management, police, and fire. While the fuel island is down, staff is working with Origin Design, an engineering consulting firm to identify needs for a new fuel rehabilitation project. Taking into account a comprehensive approach including life expectancy of current underground tanks, fleet expansion since initial fuel island was implemented, future fleet growth, electric vehicle initiatives, and water operations currently linked with the fuel system. Public Works is recommending a full rehabilitation of the fuel island. This will include: 1. Replacing the three (3) 12,000-gallon underground fuel tanks with three (3) 15,000-gallon underground fuel tanks. 2. Adding a diesel exhaust fluid (DEF) utilization meter a. There are no current metrics on this, and it is recharged through the garage overhead rate instead of only vehicles utilizing DEF. 3. Replacing the two (2) fuel pumps with four (4) fuel pumps and extending the canopy to include greater overhang. a. When the fuel island was installed, it was created for a fleet the City had twenty (20) years ago. Staff and consultant considered the current fleet, Page 586 of 797 frequency of fill ups, future fleet expansion over the next 40 years, dimensions of new fire trucks, curbside collection vehicles, and busses to determine the fuel island future needs. 4. Ensuring the bulk water sales operation continues to be metered and recharged through water distribution operations. 5. Compatibility with current Fleet Management Information Systems software. 6. Compatibility to add a streamlined radio frequency identification (RFID) fuel system in the future without additional rehabilitation. PROJECT SCHEDULE The schedule for the project will be as follows: Initiate Bidding February 3, 2025 Publish Notice to Bidders, Advertisement for Bids February 7, 2025 Publish Notice of Hearing on Plans & Specifications February 7, 2025 Public Hearing February 17, 2025 Receipt of Bids Award of Contract Completion Date RECOMMENDATION February 27, 2025 March 4, 2025 June 28, 2025 I recommend preliminary approval of the proposed plans, specifications, form of contract and construction estimate for the Fuel Island Rehabilitation Project BUDGETIMPACT The estimate of probable cost for the Fuel Island Rehabilitation Project is summarized in the following table: Description Cost Estimate Construction Cost $ 1,083,233 Construction Contingency (15%) 176,855 Engineering Consultant Services 95,800 Total Construction Cost Estimate $ 1,355,888 The proposed project funding is summarized as follows: Project Number Fund Description Fund Amount 5429900018 FY24 Snow & Ice c/o reallocation (RUT) $ 300,000 FY25 Snow & Ice c/o estimation (RUT) 250,000 FY26 CIP — Fuel Rehabilitation (ST30%) 805,888 Total Project Funding $ 1,355,888 2 Page 587 of 797 REQUESTED ACTION I respectfully request that the City Council grant approval of the plans, specifications, form of contract and estimated cost for the Fuel Island Rehabilitation Project through adoption of the attached resolution. CC: Jenny Larson, Chief Financial Officer Tony Breitbach, Purchasing and Risk Manager Chris Lester, Water Department Director Chris Kohlmann, Chief Information Officer Enclosure(s) Resolution: Initiate Bid Process Fuel Island Preliminary Specifications AES/rs 3 Page 588 of 797 Preoared by Robert Schiesl. City of Dubuque Engineering 50 W. 13th St. Dubuque IA 52001 (563)589-4270 Return to Adrienne N. Breitfelder City Clerk City of Dubuque, 50 W. 13th St. Dubuque, IA 52001 (563)589-4100 RESOLUTION NO.63-25 APPROVAL OF PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATED COST FOR THE FUEL ISLAND REHABILITATION NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF DUBUQUE, IOWA: That the attached plans, specifications, form of contract and estimate of total cost for the Fuel Island Rehabilitation Project in the estimated amount $1,355,888.00, are hereby approved. Passed, approved, and adopted this 17th day of February 2025. Attest: rad M.,C anagh,-Mayor Adrienne Breitfelder, CMC City Clerk PROJECT LOCATION PROFESSIONAL SEALS ``0%%JJ1iiuwiii ii `���� OF ESS / 0 � �i'/i CODY T. m AUSTIN _ 19027 I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA FOR ORIGIN DESIGN CO. CODY T. AUSTIN DATE PE 19027 12/31/2025 LICENSE # RENEWAL DATE ALL SHEETS IN SHEET SET PAGES OR SHEETS COVERED BY THIS CERTIFICATION: ALL SHEETS IN INDEX FUELING STATION IMPROVEMENT PROJECT PROJECT SITE CONTACT CODY T. AUSTIN, PE, LEED AP ORIGIN DESIGN CO. 137 MAIN ST, SUITE 100 DUBUQUE, IA 52001 V. (563)556-2464 F. (563)556-7811 E. cody.austin@origindesign.com PROJECT SITE IOWA s . ONE LLSM 1 (800) 292 - 8989 PROJECT INFORMATION SHEETINDEX Sheet Number ISHEET TITLE GENERAL GO.OI COVER SHEET GO.02 ABBREVIATIONS AND LEGEND GO.03 NOTES EXISTING CONDITIONS C1.10 EXISTING CONDITIONS C 1.11 DEMO PLAN C1.20 PROPOSED CONDITIONS PAVING AND STORM SEWER C6.01 IPAVING AND STORM DETAILS LEGAL DESCRIPTION: UTILITY NOTE: LOT 2-2 KERPER INDUSTRIAL PARK THE LOCATIONS OF THE EXISTING UTILITIES SHOWN LOT C & D KERPER INDUSTRIAL PARK ARE APPROXIMATE ONLY. THE UTILITIES PRESENT PROPERTY ADDRESS: MAY NOT EXIST AS SHOWN. ADDITIONAL FACILITIES 925 KERPER CT OTHER THAN THOSE SHOWN MAY BE PRESENT. IT PROPERTY OWNER: SHALL BE THE RESPONSIBILITY OF ANYONE USING CITY OF DUBUQUE THIS DOCUMENT TO ASCERTAIN THE EXACT 50 W 13TH ST. DUBUQUE, IA 52001 LOCATION, SIZE, TYPE, MATERIAL, AND ELEVATION BUILDING HEIGHT: OF ALL UTILITIES THAT MAY BE PRESENT. N/A IMPERVIOUS AREA: 1.09 UTILITY PROVIDERS: TOTAL AREA: 1.48 SEWER: CITY OF DUBUQUE ZONING CLASSIFICATION: GUS PSIHOYOS MHI (563) 589-4270 GOVERNING AUTHORITY: gpsihoyo@cityofdubuque.org CITY OF DUBUQUE GAS: BLACK HILLS ENERGY DUBUQUE JUSTIN LEHMAN (563) 585-4011 justin.lehman@blackhillscorp.com ELECTRICAL POWER: ALLIANT ENERGY (800) 255-4268 locate—IPL@alliantengergy.com TELECOMMUNICATIONS: CENTURYLINK SADIE HULL (918) 547-0147 sadie.hull@lumen.com MEDIACOM CHRIS MINARD (815) 597-5103 cminard@mediacomcc.com IMON COMMUNICATIONS, LLC ENGINEERING GROUP (319) 200-7740 imonengineering@imon.net WATER: CITY OF DUBUQUE WATER DIVISION CHRISTOPHER LESTER (563) 589-4291 clester@cityofdubuque.org L�J origindesign.com 800 556-4491 © Origin Design Co. Client Name CITY OF DUBUQUE Project Name FUELING STATION IMPROVEMENT PROJECT Location / Description 925 KERPER CT. DUBUQUE, IA a� CU 0 c 0 U i c � -0 0 im U 0 0 0 U- = a) =3 U� — C. 0 M z PO W N O i �• N �s v � M Z Z a� 0 U %N �?.�?�o IYda%° Sheet Title COVER SHEET G0.01 Page 590 of 797 A CENTRAL ANGLE A/C AIR CONDITIONING(ER) AC ACRES A.F.F. ABOVE FINISHED FLOOR AGG AGGREGATE AOH ARROW ON HYDRANT ARCH ARCHITECTURAL ASPH ASPHALT AVG AVERAGE B—B B/C — B/C B/C, BOC BACK OF CURB B/DITCH BOTTOM OF DITCH BFP BACKFLOW PREVENTOR B/L BASE LINE B/S BOTTOM OF SLOPE BLLDG BUILDING B.M. BENCH MARK BOP BEGINNING OF PROJECT BOT BOTTOM BSMT BASEMENT BV BUTTERFLY VALVE C&G CURB AND GUTTER CATV CABLE TELEVISION CB CATCH BASIN C—C CENTER TO CENTER CF CUBIC FEET CH CHORD CH BRG CHORD BEARING CIP CAST IRON PIPE C—I—P CAST —IN —PLACE CISP CAST IRON SOIL PIPE CJ CONTROL JOINT q OR CL CENTERLINE CLR CLEAR CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CO CLEAN OUT COL COLUMN COMP COMPACTED CONC CONCRETE CONN CONNECTION CON ST CONSTRUCTION CONT CONTINUOUS COR CORNER CP CONTROL POINT CPE CORRUGATED POLYETHYLENE PIPE CRST CRUSHED STONE CSP CORRUGATED STEEL PIPE CTRD CENTERED CTR CENTER CULT CULTIVATED CV CHECK VALVE CY CUBIC YARD D DEGREE OF CURVE DIA (0) DIAMETER DIP DUCTILE IRON PIPE DN DOWN DRWY DRIVEWAY DS DOWNSPOUT DWG(S) DRAWINGS) DWL(S) DOWEL(S) E EAST E'LY EASTERLY EA EACH EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMBED EMBEDMENT ENGR ENGINEER ENTR ENTRANCE EOP END OF PROJECT FOR END OF RADIUS F PAVEMENT EQP EEDGE QUAL E/S EDGE OF SHOULDER ESMT EASEMENT EST ESTIMATE EX EXISTING EXC EXCAVATE/EXCAVATION EXP EXPANSION EXT EXTERIOR EXTD EXTEND EW EACH WAY EXISTING SURFACE 11 AT PROPOSED PROPO ED �- /-EL N O O �O �O r\O 21 +20 21 +60 PROFILE LEGEND ABBREVIATIONS FD FLOOR DRAIN R RADIUS FDN FOUNDATION R&R REMOVE & REPLACE F.E. FIELD ENTRANCE R&S REMOVE & SALVAGE FES FLARED END SECTION RCB REINFORCED CONCRETE BOX F—F FACE TO FACE RCAP REINFORCED CONCRETE ARCH PIPE FFE FINISH FLOOR ELEVATION RCP REINFORCED CONCRETE PIPE FG FORM GRADE RD ROAD FIN GR FINISHED GRADE REBAR REINFORCING BAR FL FLOWLINE REF REFERENCE FLG FLANGE REINF REINFORCING/REINFORCED FLR FLOOR REV REVISION FM FORCE MAIN RIM RIM ELEVATION FND FOUND ROW RIGHT OF WAY FT FOOT/FEET RP RADIUS POINT FTG FOOTING RS RESILIENT SEAT FUT FUTURE RT RIGHT FV FIELD VERIFY S SOUTH G GUTTER S= SUPERELEVATION GC GENERAL CONTRACTOR SAN SANITARY GALV GALVANIZED SANS SANITARY SEWER GND GROUND SB SOIL BORING GRAN GRANULAR SCH SCHEDULE GRD GRADE SD SUB DRAIN GV GATE VALVE SEC SECTION SE'LY SOUTHEASTERLY HMA HOT MIX ASPHALT SF SQUARE FOOT HORIZ HORIZONTAL S.F.D. STEP FOOTING DOWN HPT HIGH POINT SHT SHEET HSD HEADLIGHT STOPPING DISTANCE SIG. SIGNAL HYD HYDRANT SIM. SIMILAR S'LY SOUTHERLY ID INSIDE DIA/INSIDE DIM SOG SLAB ON GRADE IE INVERT ELEVATION SPEC SPECIFICATION IMP IMPROVEMENTS SS STAINLESS STEEL IN INCHES SSD STOPPING SIGHT DISTANCE INV INVERT ST STREET IP IRON PIPE STA STATION STD STANDARD JB JUNCTION BOX STL STEEL JT JOINT/JOINT LENGTH STM STORM STMS STORM SEWER K RATE OF VERT CURVATURE SW'LY SOUTHWESTERLY SY SQUARE YARD L LENGTH OF CURVE LAT LATERAL T TANGENT LENGTH LF LINEAL FOOT T / B TOP OF BANK LONG LONGITUDINAL T/DITCH TOP OF DITCH LP LIGHT POLE T/C, TC TOP OF CURB LPT LOW POINT T/GRAV TOP OF GRAVEL LT LEFT T/WALL TOP OF WALL T/P, TP TOP OF PAVEMENT MAX MAXIMUM T/S TOP OF SLOPE ME MATCH EXISTING T/SUB TOP OF SUBGRADE MH MANHOLE T/W, TW TOP OF WALK MIN MINIMUM T/WM TOP OF WATER MAIN MISC MISCELLANEOUS T & B TOP AND BOTTOM MON MONUMENT T.O.B. TOP OF BEAM MP MILE POST T.0.B.L. TOP OF BRICK LEDGE T.O.C. TOP OF CONCRETE N NORTH T.O.E.F. TOP OF EXISTING FOOTING N/A NOT APPLICABLE T.O.F. TOP OF FOOTING NE'LY NORTHEASTERLY T.O.M. TOP OF MASONRY N'LY NORTHERLY T.O.P. TOP OF PIER NO/# NUMBER T.O.S. TOP OF STEEL NIC NOT IN CONTRACT TCE TEMP CONSTRUCTION EASEMENT NTS NOT TO SCALE TEL TELEPHONE NW'LY NORTHWESTERLY TEMP TEMPORARY THK THICK THICKNESS OC ON CENTER TWP I TOWNSHIP OD OUTSIDE DIAMETER TYP TYPICAL PC POINT OF CURVE U UTILITY PERF PERFORATED UAC USE AS CONSTRUCTED PI POINT OF INTERSECTION UE UTILITY EASEMENT P/L PROPERTY LINE UL UNDERWRITERS LABORATORIES, INC. PM PRINCIPAL MERIDIAN ULFM UNDERWRITERS LABORATORIES FACTORY MUTUAL POB POINT OF BEGINNING UNO UNLESS NOTED OTHERWISE POC POINT OF CURVE POT POINT OF TANGENT VAR VARIES PRC POINT OF REVERSE CURVE VC VERTICAL CURVE PRELIM PRELIMINARY VCP VITRIFIED CLAY PIPE PROP PROPOSED VER VERIFY PRV PRESSURE REDUCING VALVE VERT VERTICAL PT POINT OF TANGENCY VOL VOLUME PVC POLYVINYL CHLORIDE VPC VERT POINT OF CURVE PVMT PAVEMENT VPI VERT POINT OF INTERSECTION VPT VERT POINT OF TANGENCY QTY QUANTITY W WEST W/ WITH W LY WESTERLY WM WATER MAIN W/0 WITHOUT W.P. WORKING POINT WD WOOD WSO WATER SHUT OFF WV WATER VALVE WWF WELDED WIRE FABRIC 10IIIIIIIIIII . , . ,, EXISTING 0 00 ooa D SD S FM w G OHE E OHT T OHTV TV FIB x 0 - El LEGEND PROPOSED PROPERTY LINE/ R.O.W. — — EASEMENT — • •• — SECTION LINE QUARTER SECTION LINE QUARTER QUARTER SECTION LINE CENTERLINE — STORM SEWER D SUB DRAIN SD SANITARY SEWER S FORCE MAIN FM WATER LINE GAS LINE G OVERHEAD ELECTRIC OHE UNDERGROUND ELECTRIC IE OVERHEAD TELEPHONE OHT UNDERGROUND TELEPHONE T OVERHEAD TELEVISION OHTV UNDERGROUND TELEVISION TV FIBER OPTIC FIB WIRE FENCE X CHAINLINK FENCE 0 WOOD FENCE ❑ CONTOUR LINE 000 RAILROAD TRACKS GUARD RAIL + 0.00 SPOT ELEVATION + 0.00 DIRECTION OF FLOW TREE LINE UTILITY LINES WITH DESIGNATORS WRAPPED IN PARENTHESIS SUCH AS (W) or (G) ARE LOCATED BASED ON MAP OR GIS DATA TEMPORARY SF SILT FENCE (STRAW WATTLES, FILTER SOCKS & SILT FENCE ARE GENERALLY INTERCHANGEABLE) PC PERIMETER CONTROL CW CONCRETE WASHOUT CE CONSTRUCTION ENTRANCE OMULCHING TS SEEDING CB COMPOST BLANKET DITCH CHECK (ROCK DAM) ST SEDIMENT TRAP IP INLET PROTECTION EXISTING 0 0 o� BOO 0 O GV N CATCH BASIN AREA INTAKE STORM MANHOLE SANITARY MANHOLE UTILITY MANHOLE WATER VALVE MANHOLE FIRE HYDRANT WATER SHUT OFF WATER VALVE YARD HYDRANT GAS VALVE SIGN UTILITY POLE UTILITY POLE WITH LIGHT TRAFFIC SIGNAL POLE GUY ANCHOR LIGHT POLE UTILITY PEDESTAL WELL MAILBOX WATER LEVEL BOLLARD SOIL BORING POST INDICATOR VALVE DECIDUOUS TREE W/ TRUNK DIA. CONIFEROUS TREE W/ TRUNK DIA. SHRUB OR BUSH EROSION CONTROL LEGEND TEMPORARY ' •D EROSION CONTROL PRODUC ►1 �TI STREAM CROSSING CONSTRUCTION ROAD -CRS- STABILIZATION ---> TD TEMPORARY DIVERSION SURVEY ■ FOUND REBAR • FOUND IRON PIPE O SET REBAR LEVEL SPREADER DUST CONTROL PERMANENT PS SEEDING OSODDING SEED, FERTILIZER & MULCH OP OUTLET PROTECTION RS REVETMENT SLOPE PROTECTION SOD DROP INLET PROTECTION —CD CHECK DAM —SC' STONE CHECK ® SEDIMENT BASIN SURFACE ROUGHENING TURF REINFORCEMENT MAT (TRM) —SD� SLOPE DRAIN 01 PD PERMANENT DIVERSION —__ LEVEL SPREADER PROPOSED P8 0 PERMANENT VEGETATIVE <V> STREAMBANK STABILIZATION STRUCTURAL -•'�/••„•• STR EAM B AN K STABILIZATION -RR�RIP RAP LINED CHANNEL GRASS LINED —GL� CHANNEL( ---- MATERIAL REQUIRED bJD to O N °C O H O z H 0 3:: origindesign.com 800 556-4491 © Origin Design Co. Client Name CITY OF DUBUQUE Project Name FUELING STATION IMPROVEMENT PROJECT Location / Description 925 KERPER CT. DUBUQUE, IA a) Cu 0 0 0 4- U) -0 0 inU 0 0 0 u- a� 0 0 M LL N Y z 'uJ uJ C N LJ ' L J a) ems; cB ' Q =3 ca z are, U U 4 0 o 4- Cl- Sheet Title ABBREVIATIONS AND LEGEND G0102 Page 591 of 797 ALL CONSTRUCTION SHALL BE PER APPLICABLE SECTIONS OF THE 2023 EDITION OF SUDAS STANDARD SPECIFICATIONS, 2023 EDITION OF CITY OF DUBUQUE SUPPLEMENTAL SPECIFICATIONS, AND STANDARD PLANS FOR PRODUCTS AND EXECUTION EXCEPT AS MODIFIED OR SUPERCEDED BY THESE PLANS. REMOVE SECTIONS 1.08 FROM EACH DIVISION AND FOLLOW PAYMENT INFORMATION WITHIN SECTION 00401. SITE RELATED QUANTITIES THE CITY OF IDUBi tE Masterpiece on the Mississippi LINE REFERENCE NO. NUMBER 1 2010-108-E-0 2 2010-108-G-0 3 2010-108-J-0 4 2010-108-J-0 5 2010-108-J-0 6 7 3010-108-K-0 4020-108-D-0 8 4020-108-E-2 9 10 7010-108-A-0 7020-108-A-0 11 7020-108-A-0 12 13 7040-108-H-0 9040-108-T-1 14 9040-108-T-2 15 10010-108-A-0 16 17 18 11020-108-A-0 11050-108-A-0 SP 19 SP City of Dubuque, Iowa Special Provisions Project Title: City of Dubuque Fueling Station Improvement Project BID ITEM DESCRIPTION Division 2010 - Earthwork, Subgrade, and Subbase Addendum No.: N/A PLAN UNIT REFERENCED SPECIFICATION QUANTITY Excavation, Class 10 1632.00 CY Dubuque Supplemental Specification See Site Plan sheets C1.20 for excavation locations. Subgrade Preparation 1011.00 SY SUDAS Standard Specification Subgrade preperation includes scarification and recompaction of subgrade to a minimum 6 inches below top of subgrade. Contractor is responsible for compaction testing per SUDAS Specifications. Subbase, Granular Subbase - Gr 12a Granular Subbase Pile 2212.00 TON Dubuque Supplemental Specification 4" Subbase & Backfill for Fuel Tank Removal and Installation Subbase, Modified Subbase - Gr 14 (Modified Subbase Pile) 205.00 TON Dubuque Supplemental Specification PCC 4" Subbase (See Detail 2 C6.01) & HMA 4" Subbase (See Detail 3 C6.01) Subbase, 3" Breaker Run, (Modified Macadam Pile) 345.00 TON Dubuque Supplemental Specification PCC 6" Subbase (See Detail 2 C6.01) & HMA 8" Subbase (See Detail 3 C6.01) Division 3010 - Trench Excavation and Backfill Trenching, 48 Inch Depth 36.00 LF Dubuque Supplemental Specification Division 4020 - Storm Sewers Removal of Storm Sewer 34.00 LF Dubuque Supplemental Specification Concrete Collar Pipe Connection - Type PC-2 2.00 EA Dubuque Supplemental Specification Division 7010 - Portland Cement Concrete Pavement Pavement, PCC, 7" (Thickness) 526.00 SY SUDAS Standard Specification Division 7020 - Hot Mix Asphalt Pavement HMA Surface Layer Pavement by Ton 54.00 TON SUDAS Standard Specification Bid item includes, but not limited to binder course. HMA Intermediate Layer Pavement by Ton 81.00 TON SUDAS Standard Specification Division 7040 - Pavement Rehabilitation Pavement - Removal 1011.00 SY SUDAS Standard Specification Division 9040 - Erosion and Sediment Control Inlet Protection Device, Installation 3.00 EA SUDAS Standard Specification Bid item includes, but not limited to, removal of device upon completion of the project Inlet Protection Device, Maintenance 3.00 EA SUDAS Standard Specification Division 10,010 - Demolition of Building Structures Demolition Work 1.00 LS Dubuque Supplemental Specification Bid item includes, but not limited to, removal of fuel pump canopy, fuel pumps, unde round fuel tanks. Division 11,020 - Mobilization Mobilization 1.00 LS SUDAS Standard Specification Division 11,050 - Concrete Washout Concrete Washout 1.00 LS SUDAS Standard Specification Special Provisions - Non -Standard Project Items Bollard 16.00 EA Non -Standard Project Specification Pavement, PCC, 13" (Thickness) 27.00 SY Non -Standard Project Specification Fuel Pump Islands b.0 , rn o 0 Z . - o Z 0 Y 0 origindesign.com 800 556-4491 © Origin Design Co. Client Name CITY OF DUBUQUE Project Name FUELING STATION IMPROVEMENT PROJECT Location / Description 925 KERPER CT. DUBUQUE, IA U) O Ln W Of a) 4- co 0 0 U 0 o m U i O o U_ _o 0 0 M Z N Y �' UJ UJ C N LJ j O i a� ems; •Q- � 0 E U � cU aCD a))Z�Q�, U U M N LL LL / 1 N 00 Sheet Title NOTES G0103 Page 592 of 797 T � � TT T T T T T � _ ��� T T T T T T T T T I T T G G G G G G G G G G G G G G G — S S S S S S S S S— F\8 FIB FIB F\� FIB � FIB -_ FIB FIB FIB F\8 � lv,_ N FI B KERPER COURT D T 3 FIB FI� FIB — D D _D to , arq O H Z i� �.7 Z H Y 0 3: O origindesign.com 800 556-4491 © Origin Design Co. ul I r ur uutsuQuC Project Name FUELING STATION IMPROVEMENT PROJECT Location / Description 925 KERPER CT. DUBUQUE, IA a� 0 0 U L 0 U m o 0 u m a) 3 (n Cn — — 4 a 0 M w ^' N � C 0 zJ N S .0-0 Cu L U E C � (B N z � a)z2 � 0 Q U) N N M d Sheet Title EXISTING CONDITIONS C 10 Page 593 of 797 FT D D D I D— T T T T — E *00 �w REMOVE AND REPLACE AS NECESSARY FOR CONDUIT INSTALLATION SEE ME1.20 FOR MORE (INFORMATION � w w 1-0 _ T _ T T T T T T T T T T T T T T T T T T T T T I T T T T G G G G G G G G G G G G G G G— � F\8 FIB � FIB � \8 FIB FIB FIB / F, 2_�F B FIB Fig FIB FIB F\8 � co W W W W W W W W W w W W 0 sYo D T SAWCUT AS NEEDED SEE M.E.P. SHEETS FOR I N FI LL OF THE EXISTING TANKS CD -r, KERPER COURT CD 1 T T T T FIB FIB ® FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FI D D D D D D D D D D D D D D� — D T T T REMOVE TO THE T FLAG LINE OF THE _ 0 T T— T a„ CURB T T T T 0" v a a a G a a a Cl a a— Cl /a a a a REMOVE AND DISPOSE OF TANKS PER ALL LOCAL AND STATE REQUIREMENTS BACKFILL AREAS 0) NOT IN TANK REPLACEMENT AREA WITH CLASS II MATERIAL 0 N 0 21.62' .♦♦♦♦♦♦•♦♦♦, REMOVE CANOPY, ,♦.♦•.♦-♦.♦.♦♦ FUEL PUMPS AND FUEL STATION `�����►� �►�r A�►�� �f ISLAND D D 20.74 22.76' EX C R CRATF LB 6C583 RIM 08.10 d\ > l 2 CP N 603X0 ----REMOVE AND REUSE FOR PROPOSED G — FIB FIB 2" FIB FIB D D T T T - a a EX COR GRATE LB 60568 RIM 608.20 n� 12" RCP S 603.02 12" RCP N 602.93 38.34' MANUAL COMPOST ©� 'Du� ©� LOADING AREA TO (c �0 BE MOVED BY J ;. © © © CITY REMOVE AND REPLACE AS NECESSARY FOR - — — TANK REMOVAL T T T T G _ G _ _ G S S S FIB FIB FIB W FIB FIB F D D — 7 T T n a a HORIZONTAL SCALE IN FEET 0 10 20 DRAWING MAY HAVE BEEN REDUCED EX UTIL MH 60503 RIM 610.11 24" RCP N 601.90 36" RCP W 601.89 12" RCP S 601.97 OUT E 601.51 O H O (D Z 0 Y O origindesign.com 800 556-4491 © Origin Design Co. — FIB FIB t FIB FIB _ Client Name CITY OF DUBUQUE D D D D T T T T T 0 Project Name Cl a a a FUELING STATION IMPROVEMENT PROJECT EX G @ CB 60546 RIM 608.89 12" RCP W 602.04 12" RCP N 602.19 Location / Description 925 KERPER CT. DUBUQUE, IA DEMOLITION PLAN LEGEND ❑ PCC PAVEMENT REMOVAL HMA PAVEMENT REMOVAL STRUCTURE REMOVAL - X- X X- UTILITY REMOVAL I U) O .Ln 0 Cu 0 c 0 U 0 c 1 � o im U 0 0 U a� o E (t% 3 a 0 N N M N �< o �M J s �� ca%Q s✓ CD v =3 c� CO Z 2i U U o C4 N N jo co Sheet Title DEMO PLAN Page 594 of 797 F- TT TT TT TT T T T T IF -� T T T TT T T T T T T T T T T T T T �61 �� T T T T I-- T T T T T T T T T T T T 0- x� � -3:7 � - G G G G G G G G G G G G G G G G G G G G G S S S S S Sr S S S S_ S S S S S S S S S S F\8 FIB � FIB FIB ` \ / F\8 FIB FIR _ FIB Fig FIR FIB FIB \FIB FIB FIB FIBF co FIB FIB FIB FIB N FIB F-W W W W W W W W W W W W w W W W W W W `W W W W o--_0, 0 yY0 ,I 2" CD ---- /(0 KERPER COURT uJ J \609- _ 609 - - D D D D D D T T T T T T HORIZONTAL SCALE IN FEET 0 10 20 DRAWING MAY HAVE BEEN REDUCED EX UTIL MH 60503 RIM 610.11 24" RCP N 601.90 36" RCP W 601.89 12" RCP S 601.97 OUT E 601.51 • -� O O H Z • - O (D Z H Y O origindesign.com 800 556-4491 © Origin Design Co. _ Client Name ® FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FI FIB FIB FIB FIB / �fB FIR 10- FIR- _ CITY OF DUBUQUE D D D D D D D D D D D D D D �D D D7D D D D D T T T T T T T T T T T T - - - - 0 T T �� T T P- o -610- - a" T T T T5 0" �� - - - - - - - - - - - - - - - - - - - - - - - _ - - - - 23.64' CANOPY STORM Project Name DOWNSPOUTS TO BE ---- - a a a n a a ROUTED FROM* a Cl Cl / G G a Cl Cl 0 a a a a -----a a FUELING STATION a ME 609.08 EASTERN COLUMNS ME 609.40 30' T/P 608.77 v r 12' • T/P 608.88� 6 /. 6 BOLLARD AROUND FUEL T/P 608.75 T/P 09.96 PUMP ISLANDS (TYP.) 0 6 f T/P 8 SEE DETAIL 1 ON C6.01 ' I 15.69' o 00 CAP EXISTING @)00 00 STORM SEWER <0 I -- �J T/P 608.7 10' of 6" @ 1 % � T/P 608.76 609 D D D L - T/P 608.88. - o o STAINLESS STEEL T P 608.77 rn ' ISLAND FORM I 5 PER DETAIL 4 ON 0000 5 o C T/P 608.71 T� ME 608.12 C6.01 V 26' of 6" @ .1 % SEE ME SHEETS FOR T/P 608.61 , PROTECT EXISTING o MORE INFO UTILITIES & 6 T/P 608.45 STRUCTURES ME 608.28 4 I 6 17.5' Iw I AREA FORT P 608.45 IP 4 I IP 22.76' DEF UNIT , � T P 608.33 T/P 60 .44 N '. ME 608.41 W / T/P 608.49 EX COR GR T/P 608.45 /P 608.43 RIM 608.10 17' TYP. T/P 608.45 12" RCP N 6 D3.60 T/C 609.70 O EX COR GRATE LB 60568 Q Q� RIM 608.20 w N 2 12" RCP S 603.02 9' 0 T/P 608.61 12" RCP N 602.93 / 40 o - - -60 I T/P 608.65 ME 608.68 I w W SEE ME SHEETS FOR ry 3 3 ME 608.77 TANK INFORMATION LO N n� v, \ ME 608.73 ME 5' 1 do ME 609.10 T/P 608.28 T/P 608.32 ME 608.82 N \ 3 _� ME�608.79LO AREA FOR VENTS - - - TO BE PROTECTED -- BY BOLLARDS 0) 0 re] EX G @ CB 60546 RIM 608.89 12" RCP W 602.04 12" RCP N 60,,�.. 9 9\ NOTE ME = MATCH EXISTING FIELD VERIFY ALL ME POINTS PROPOSED KEYED NOTES 1. RAISED FUEL PUMP ISLAND PER DETAIL 1 SHEET C6.01 2. CANOPY (30'X58') (SEE ME SHEETS FOR MORE INFO) 3. APPROXIMATE UNDER GROUND 15,000 GAL. TANK (SEE ME SHEETS FOR MORE INFO) 4. HMA PAVEMENT PATCH 5. PCC HEAVY DUTY PAVEMENT PER DETAIL 2 SHEET C6.01 6. SQUARE CANOPY COLUMN (SEE ME SHEETS FOR MORE INFO) IMPROVEMENT PROJECT Location / Description 925 KERPER CT. DUBUQUE, IA U) C 0 U) a) Cu 0 c 0 U c � 0 0 CaU L O 0 ILL� �a) =3 U) (%j 3 0 N N M ��// r LL N Y Z M uJ Cr- C N N < 0 L i U (73 z a Z a� U U N �? .a? � o tali%° Sheet Title PROPOSED CONDITIONS C1 120 Page 595 of 797 6" SCHEDULE 40 STEEL PIPE FILLED W/CONC — PAINT SAFETY YELLOW 0 I 30# FELT BOND BREAK PAVEMENT 16"0 CONCRETE BASE yII M II I -I 2" HMA SURFACE COURSE 3" HMA INTERMEDIATE COURSE HMA ST MIX PER IDOT IM 510 MODIFIED SUBBASE IDOT 4123, GRADATION 14 MODIFIED MACADAM IDOT 4122.02, GRADATION 13 COMPACTED SUBGRADE BOLLARD NOT TO SCALE T^P OF FINISHED OUND ELEVATION HMA HEAVY DUTY PAVEMENT NOT TO SCALE T^n ^ - FINISHED D ELEVATION 7" PCC MODIFIED SUBBASE IDOT 4123, GRADATION 14 MODIFIED MACADAM IDOT 4122.02, GRADATION 13 COMPACTED SUBGRADE 2 PCC HEAVY DUTY PAVEMENT C6.01 J NOT TO SCALE TOP OF FINISHED GROUND ELEVATION 7" PCC MODIFIED SUBBASE IDOT 4123, GRADATION 14 MODIFIED MACADAM IDOT 4122.02, GRADATION 13 COMPACTED SUBGRADE C- r— r A A r— (-1 1 r— r— T (- STAINLESS STEEL FULL RADIUS ISLAND FORM RAISED FUEL PUMP ISLAND i ISLAND FOR lumps NOT TO SCALE 0 origindesign.com 800 556-4491 © Origin Design Co. Client Name CITY OF DUBUQUE Project Name FUELING STATION IMPROVEMENT PROJECT Location / Description 925 KERPER CT. DUBUQUE, IA a) 4-1 cU 0 c O U c � -0 o im U o U- U- U U — — o 0 co N ^' z M W N O i �• N �s U � M z a Z ate, U U N N .� � o �' d %N a' Sheet Title PAVING AND STORM DETAILS C6101 Page 596 of 797 F_ CITY OF DUBUQUE FUELING STATION IMPROVEMENTS 925 KERPER CT. DUBUQUE, IA PROJECT L 2024-106 DUBUQUE FUELING STATION REPLACEMENT PUBLIC WORKS BUILDING OCATION �0 ELECTRICAL SYMBOLS LIST NOTE: NOT ALL SYMBOLS SHOWN MAY BE REQUIRED FOR THIS PROJECT WIRING DEVICES LUMINAIRES DISTRIBUTION DUPLEX WALL RECEPTACLE ❑ 2'x2' SURFACE MOUNT TROFFER FIXTURE W/TYPE NUMBER J� SURFACE -MOUNT PANEL EPO EMERGENCY PUSH BUTTON (FUEL SYSTEM) 7 = SURFACE MOUNT LINEAR FIXTURE W/TYPE NUMBER o WALL MOUNT LINEAR FIXTURE W/TYPE NUMBER � FLUSH -MOUNT PANEL SURFACE/CEILING MOUNT STRIP FIXTURE W/TYPE NUMBER TRANSFORMER EQUIPMENT WIRING O SURFACE MOUNT FIXTURE W/TYPE NUMBER 0 RECESSED DOWNLIGHT FIXTURE W/TYPE NUMBER C/T CABINET DISCONNECTING MEANS 0 PENDANT MOUNT FIXTURE W/TYPE NUMBER �M METER �I 0 WALL MOUNT FIXTURE W/TYPE NUMBER Lam' WP WEATHERPROOF DISCONNECTING MEANS 4 POLE MOUNT FIXTURE W/TYPE NUMBER �,�,II F FUSED DISCONNECTING MEANS T MISCELLANEOUS L� EX EXISTING - TO REMAIN MS MOTOR RATED SWITCH EXR EXISTING - TO BE RELOCATED VFD VARIABLE FREQUENCY DRIVE W/INTEGRAL DISCONNECT ER EXISTING - TO BE REMOVED CONDUIT SWITCHES - LOW VOLTAGE (DIGITAL) POINT OF NEW CONNECTION (REFER TO LIGHTING SEQUENCE OF OPERATION FOR ADDITIONAL INFORMATION) WP WEATHERPROOF OEXTERIOR PHOTOCELL SHEET INDEX SHEET NUMBER SHEET NAME PRINCIPAL IN -CHARGE ME0.01 COVER SHEET MIKE BROCKA MBROCKA@MODUS-ENG.COM MED1.10 MECHANICAL AND ELECTRICAL DEMOLITION PLAN MECHANICAL ENGINEER ANDREW NEWLON ANEWLON@MODUS-ENG.COM ME1.20 MECHANICAL AND ELECTRICAL PLAN ME2.10 MECHANICAL AND ELECTRICAL DETAILS ELECTRICAL ENGINEER ME3.10 MECHANICAL AND ELECTRICAL SCHEDULES DAVID JORDAN DJORDAN@MODUS-ENG.COM E2.20 CANOPY LIGHTING PLAN I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. My license renewal date is December 31, 2026. Michael J. Brocka Date Pages or sheets covered by this seal: Specification Div.:22,23,26,27 Drawings: SEE SHEET INDEX. \M M V V U � z z 0 0 DATE: Al �G 0� Cp N S1 ori in 9design' WORKING ON TOMORROW. 800 556-4491 origindesign.com origindesign.com 800 556-4491 © Origin Design Co. Irl % J V V J M n r% 1 1 Q WATERLOO I DES MOINE5 1 IOWA CITY 2 14 EAST 4TH S . 1 30 EAST 3RD ST. 1 18 EAST COLLEGE ST. WATERLOO, IOWA DES MOINES, IOWA IOWA CITY, IOWA call 235-0e50 cs 15-1-11— is l el z48-4600 CITY OF DUBUQUE CITY OF DUBUQUE FUELING STATION IMPROVEMENTS Location / Description a� 0 U i C � o _0 CU m O 0 LL LL 7 CD U) U) C i O CU Q U E � a�i =5 CB z 2 C: U U Ln CD a)0.0. 0. � � O COVER SHEET MEOnOl Page 597 of 797 KERPER CT N OMECHANICAL AND ELECTRICAL DEMOLITION PLAN 1 " = 10'-0" �s z PUMPHOUSE MECHANICAL AND ELECTRICAL DEMOLITION PLAN 1/4" = 1'-0" 2024-106 DUBUQUE FUELING STATION REPLACEMENT ER FUEL DISPENSION PANEL AND ASSOCIATED POWER SUPPLY IN PUMP HOUSE EX WATER SERVICE ENTRANCE IN PUMP HOUSE A. DEMOLITION DRAWINGS ARE BASED ON EXISTING AVAILABLE DRAWINGS AND CASUAL FIELD OBSERVATION. ELECTRICAL CONTRACTORS SHALL FIELD VERIFY THE SITE AND INCLUDE ALL REQUIRED DEMOLITION IN THE BID. B. ALL REQUIRED DEMOLITION IS NOT INDICATED. IT IS THE INTENT OF THESE DOCUMENTS THAT ALL MECHANICAL AND ELECTRICAL SYSTEMS (NOT TO BE REUSED OR EXTENDED) BE REMOVED. COORDINATE WITH ARCHITECTURAL DRAWINGS. C. REFER TO SPECIFICATIONS AND OTHER SHEETS FOR ADDITIONAL DEMOLITION REQUIREMENTS. D. REMOVE ALL ELECTRICAL CONNECTIONS, WIRING, AND CONDUIT SERVING ALL FUEL SYSTEM EQUIPMENT TO BE REMOVED. E. REFER TO CIVIL DRAWINGS FOR DETAILS ON FLOOR CUTTING. CONTRACTOR SHALL COORDINATE WORK TO BE CONSISTENT WITH SCOPE OF GENERAL CONTRACTOR'S DEMOLITION. DEMOLITION REFERENCED NOTES: (NOT ALL NOTES MAY BE APPLICABLE TO THIS SHEET) 1. ELECTRICAL CONTRACTOR SHALL REMOVE ALL ELECTRICAL DEVICES SERVING FUEL PUMP AND ASSOCIATED CONDUCTORS. REMOVE ALL CONDUIT BELOW GRADE AND ABOVE GRADE. 2. CONTRACTOR TO REMOVE AND DISPOSE OF FUEL DISPENSER AND ASSOCIATED EQUIPMENT/ PIPING. 3. ELECTRICAL CONTRACTOR SHALL REMOVE ALL ELECTRICAL DEVICES AND ASSOCIATED CONDUCTORS/CONDUITS SERVING FUEL TANK PUMPS. REMOVE ALL CONDUIT BELOW GRADE AND ABOVE GRADE. COORDINATE REMOVAL WITH GENERAL CONTRACTOR. 4. REFER TO CIVIL DRAWINGS FOR DEMOLITION OF UNDERGROUND FUEL TANKS. 5. CONTRACTOR TO REMOVE AND DISPOSE OF ALL ELECTRICAL CONDUIT BETWEEN PUMP HOUSE AND PUMP ISLANDS. 6. CONTRACTOR TO REMOVE AND DISPOSE OF PUMP ISLAND. 7. REMOVE FUEL TANK MONITOR CONTROL PANEL AND ALL ASSOCIATED CONDUIT AND WIRING. PATCH TO MATCH EXISTING. 8. REMOVE WATER DISPENSING CONTROLLER. PREPARE LOCATION FOR NEW EQUIPMENT. \M j` ' /-. z���� Z O O ONS ori9in WORKING ON TOMORROW. 800 556-4491 origindesign.com origindesign.com 800 556-4491 © Origin Design Co. Pl %J V V J M n 111 1 1 Q WATERLOO I DES MOINES I IOWA CITY 214 EAST 4TH ST. 1 30 EAST 3RD ST, 1 18 EAST COLLEGE ST. WATERLOO, IOWA DES MOINES, IOWA IOWA CITY. IOWA -1-235-0650 (51-251-728D (319)248-4600 CITY OF DUBUQUE CITY OF DUBUQUE FUELING STATION IMPROVEMENTS Location / Description a� c 0 U i C � 0 0 CU m o 0 LL LL 7 N U) U) c 0 C Q CU U E a�z2 (B 0 0 Ln N N 0.0. 0. � � O MECHANICAL AND ELECTRICAL DEMOLITION PLAN MEDlml01 Page 598 of 797 N 3" VENT UP TO ABOVE GRADE n MECHANICAL AND ELECTRICAL PLAN TERMINATION (TYP. OF 3) U111 = 10'-01, EX PHONE EX IT RACK �®MS-1 MSACCU-1 EX PANEL F11 ON ROOF SYNERGY FSC F12-54 +481 SYNERGY FSC FUEL TANKO )GFFIMONITORING SYSTEM OEX 30KVA XFMR (ABOVE) DPC/EV0600 F12-62 -�_ 11 FUEL TANK PUMP VFC PV200 F12-68 PV200O5 —ENEMA 3R CONDUIT TROUGH N PANEL F12---� �V WIRELESS FUEL CONNECTION TO PUBLIC WORK OFFICE (�) VUMPHOUSE MECHANICAL AND ELECTRICAL PLAN 2024-106 DUBUQUE FUELING STATION REPLACEMENT KERPER CT CONDUITS SERVING TANK SUBMERSIBLE PUMPS IN SEPARATE ENCLOSURE EXACT QUANTITY OF BURIED CONDUITS NOT SHOWN CONDUITS AND CONDUCTORS SHALL ROUTE TO SITE EQUIPMENT SUCH AS FUEL DISPENSERS, AND CANOPY LIGHTS. CONDUIT TROUGH LOCATION ON PUMPHOUSE EXTERIOR GENERAL NOTES: A. ALL DISCONNECTS ON MECHANICAL EQUIPMENT SHALL BE MOUNTED ON STRUCTURE TO ALLOW REMOVAL OF THE EQUIPMENT FOR MAINTENANCE WITH A MINIMUM OF WIRING WORK. VERIFY NEC CLEARANCE REQUIREMENTS ARE MET PRIOR TO ROUGH -IN. B. MAINTAIN SERVICE CLEARANCE AROUND ALL MECHANICAL & ELECTRICAL EQUIPMENT. DO NOT ROUTE PIPING OR CONDUIT IN CLEARANCE SPACE. C. ALL RECEPTACLE CIRCUITS SHALL HAVE DEDICATED NEUTRALS. D. PROVIDE PVC SCH 40 CONDUIT WITH RIGID TURN UP WITHIN EQUIPMENT UNLESS OTHERWISE NOTED. E. INSTALL ALL FUEL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. F. CONDUIT LAYOUT IS SCHEMATIC IN NATURE, NOT ALL OFFSETS OR SPACING MAY BE SHOWN. CONTRACTOR SHALL SITE VERIFY. REFERENCED NOTES: 0 (NOT ALL NOTES MAY BE APPLICABLE TO THIS SHEET) 1. PROVIDE FIRE EXTINGUISHER AND EXTERIOR RATED CABINET IN ACCORDANCE TO THE STATE FIRE MARSHAL REQUIREMENTS. 2. COORDINATE PANEL LOCATIONS WITH DESIGN TEAM. 3. 4" PVC SCH 40 ROOF DRAIN WITHIN COLUMN. CONNECT TO UNDER GRADE STORM SEWER. 4. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL STEM SWIVEL MOUNT PHOTOCELL EQUAL TO #EK4236S TO CONTROL EXTERIOR LIGHTING. COORDINATE FOR NORTH FACING INSTALLATION. 5. DC POWER SHALL BE 18 GAUGE 2 CONDUCTOR TWISTED AND SHIELDED WITH DRAIN AND TEFLON COATING. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL DC WIRING SERVING FLOAT SENSORS, SUMP SENSORS, AND PROBES AS REQUIRED FOR A COMPLETE AND WORKING SYSTEM. 6. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL BREAKAWAY T-BASE TO SERVE TYPE SA FIXTURE. PROVIDE LIGHT POLE BASE PLATE ADAPTOR TO UTILIZE THE CANOPY COLUMN FOUNDATION FOR LIGHT FIXTURE POLE BASE. 7. EMERGENCY PUSH BUTTON SHALL DISCONNECT POWER TO ALL DISPENSING DEVICES; TO ALL REMOTE PUMPS SERVING THE DISPENSING DEVICES; TO ALL ASSOCIATED POWER, CONTROL, AND SIGNAL CIRCUITS; AND TO ALL OTHER ELECTRICAL EQUIPMENT IN THE HAZARDOUS (CLASSIFIED) LOCATIONS SURROUNDING THE FUEL DISPENSING DEVICES. 8. ELECTRICAL CONTRACTOR SHALL ROUGH -IN FOR FUEL PUMP EMERGENCY STOP. COORDINATE FINAL LOCATION WITH OWNER PRIOR TO ROUGH -IN. REFER TO EMERGENCY FUELING STATION SHUTOFF WITH COVER ON SHEET ME2.10 FOR MORE INFORMATION 9. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUITS WITH EXPLOSION PROOF SEAL OFFS AS PER NEC REQUIREMENTS. SEE DETAILS ON SHEET ME2.10 FOR MORE INFORMATION REGARDING SEAL OFF INSTALLATION AND STUB UP SPACING. 10. CANOPY STORM DOWNSPOUTS SHALL BE ROUTED FROM THE EASTERN COLUMNS TO THE EXISTING UNDERGROUND STORM SEWER. 11. COORDINATE VARIABLE FREQUENCY CONTROLLERS (VFC) LOCATIONS WITH DESIGN TEAM. 12. OVERFLOW ALARM. COORDINATE LOCATION WITH OWNER. \M z v W W 0 Z O \ O X\ ' Al ONS ori in 9design' WORKING ON TOMORROW. 800 556-4491 origindesign.com origindesign.com 800 556-4491 © Origin Design Co. Pl %J V V J M n r1% 1 1 Q WATERLOO I DES MOINES I IOWA CITY 214 EAST 4TH ST. 1 30 EAST 3RD ST, 1 18 EAST COLLEGE ST. WATERLOO, IOWA DES MOINES, IOWA IOWA CITY. IOWA (3191235-0650 (5151251 728D (319)248-4600 CITY OF DUBUQUE CITY OF DUBUQUE FUELING STATION IMPROVEMENTS Location / Description N C O U i C � O 0 C) m o 0 U- m a) U) U) c O N � Q � U E c: z2 C: U U � N N > > �.� O O COVER SHEET MElm20 Page 599 of 797 GENERAL SYSTEM WIRING SCHEMATICS No Scale 2024-106 DUBUQUE FUELING STATION REPLACEMENT TION UMP TANK SUMP PIPEWORK DETAIL 1 1/8" FDETAIL IS TO SHOW I SPACING AND INTENT. CIO O O O O 1 INAL QUANTITY IS NOT 1 5/8" LHOWN.— 000000 BACK ROW FRONT ROW EMERGENCY SWITCH PARTS AND SIGN SUPPLIED AND INSTALLED BY PETROLEUM CONTRACTOR EMERGENCY SHUT OFF SWITCH SIGN (WHITE WITH RED LETTERING), MANUFACTURER (UNITED SIGN), MODEL NUMBER (U-MS-76), PROVIDED EMERGENCY 3 BUSHING BY OTHERS AND INSTALLED BY GENERAL CONTRACTOR. SIZE TO MEET FIRE MARSHALL REQUIREMENTS. SHUT OFF ' BY OTHERS SWITCH FUEL CONDUITS STUB UP AND SPACING No Scale TO PANEL i TON =RVING TANK PUMPS IN JCLOSURE EXACT QUANTITY OF BURIED CONDUITS NOT SHOWN. CONDUITS AND CONDUCTORS SHALL ROUTE TO SITE EQUIPMENT SUCH AS FUEL DISPENSERS, AND CANOPY LIGHTS. EXTERIOR ROUTING ELEVATIONS SCHEMATIC No Scale E E I IIIC ' IIIII • • II IIIim li'li ' TRANSITION SUMP PIPEWORK DETAIL 71111 1 II M0 = IIII :III Ol UNIVERSAL LIQUID SUMP SENSOR O6 EZ FIT GASKET 2O SENSOR CAP INSTALLATION KIT O QUICK RELEASE FITTING (1-1/2") O ELECTRICAL CONDUIT ENTRY Og XP FLEXIBLE DOUBLE WALL PIPE (1-1/2") BOOT (3/4") O9 SPLIT TEST BOOT (1-1/2") 4O EZ FIT FLANGE X HEX MALE ADAPTER (1-1/2") 10 ENTRY BOOT 5O EZ FIT CLAMP 15.000 GALLON GLASS STEEL II FUEL TANK DETAIL No Scale 11 BLACK STEEL REDUCING ELBOW (1-1/2" TO 1") 12 BOLT -DOWN MANWAY (24") 13 WATER RESISTANT TANK SUMP 14 FLEXIBLE CONNECTOR (EZ FLANGE X MALE) 15 BALL VALVE (2") EMERGENCY STOP SWITCH RED (INCLUDES RED COVER WITH TWIST), MANUFACTURER (POWER INTEGRITY), MODEL NUMBER (IA-ESOC A/T/RD), PROVIDED AND INSTALLED BY GENERAL CONTRACTOR LARGE MUSHROOM HEAD EMERGENCY STOP BUTTON (CONTACT ACTUATOR) EMERGENCY SHUTOFF WITH COVER No Scale VERTICAL SEALING RIGID CONDUIT SEALING COMPOUND. USE COMPOUND MADE BY MANUFACTURER OF SEAL FITTING PUSH CONDUCTORS AWAY FROM THE FILLING OPENING AND FORCE THEM APART SO THEY DO NOT LIE IN CONTACT WITH EACH OTHER ALONG THEIR LENGTH. PUSH SHREDS OF PACKING AWAY FROM THE CONDUCTOR TO PREVENT GAS LEAKAGE PATHS " TO TOP OF PAVEMENT VDUIT SEAL (XP) NOTE: PROVIDE EXPLOSION -PROOF SEALS IN ACCORDANCE WITH ARTICLE 501, CLASS 1, DIVISION 2 OF THE LATEST NATIONAL ELECTRICAL CODE TYPICAL FOR ALL UNDERGROUND CONDUIT STUB -UPS INTO EQUIPMENT. SEAL OFF ALL CONDUIT ENTERING OR LEAVING CAVITIES OR ENCLOSURES OF DISPENSERS AND ASSOCIATED EQUIPMENT. IN ADDITION, ALL CONDUITS COMING FROM THE BUILDING THROUGH A HAZARDOUS LOCATION ALSO REQUIRE SEAL -OFFS AT BOTH ENDS. SEAL FITTING INSTALLATION No Scale 16 EZ FIT 90o ELBOW FLANGE X MALE ADAPTER 17 DISCRIMINATING SUMP SENSOR 18 SUBMERSIBLE PUMP (3/4 HP) 19 ELECTRONIC LINE LEAK DETECTION 20 PROBE ACCESS MANHOLE 21 ENTRY BOOT (4") 22 PROBE CAP AND ADAPTER (FOR 4" RISERS) 23 INVENTORY CONTROL PROBE 0DIESEL DENSITY FLOAT KIT (4") 0 25 DOUBLE WALL SPILL CONTAINER 26 SWIVEL ADAPTER KIT 27 OVERFILL PREVENTION VALVE (5' TOP 8' BOTTOM) 28 TANK BOTTOM PROTECTOR 29 EXTRACTOR VENT VALVE (4" x 4" x 2") 30 MALE TERMINATION FITTING (2") COPPER CONDUCTOR AND CONDUIT SIZING CHART CONDUCTORS (THWN-2) CONDUIT PARALLEL PHASE NEUTRAL GROUND EMT SCH 40 RUNS 15/4 (3) #12 AWG #12 AWG #12 AWG 3/4" 3/4" 1 20/4 (3) #12 AWG #12 AWG #12 AWG 3/4" 3/4" 1 25/4 (3) #10 AWG #10 AWG #10 AWG 3/4" 3/4" 1 30/4 (3) #10 AWG #10 AWG #10 AWG 3/4" 3/4" 1 35/4 (3) #8 AWG #8 AWG #10 AWG 3/4" 3/4" 1 40/4 (3) #8 AWG #8 AWG #10 AWG 3/4" 3/4" 1 45/4 (3) #8 AWG #8 AWG #10 AWG 3/4" 3/4" 1 50/4 (3) #8 AWG #8 AWG #10 AWG 3/4" 3/4" 1 60/4 (3) #6 AWG #6 AWG #10 AWG 1" 1" 1 70/4 (3) #4 AWG #4 AWG #8 AWG 1-1/4" 1-1/4" 1 80/4 (3) #4 AWG #4 AWG #8 AWG 1-1/4" 1-1/4" 1 100/4 (3) #3 AWG #3 AWG #8 AWG 1-1/4" 1-1/4" 1 CANOPY FOOTER DETAIL No Scale 31 ELECTROFUSION COUPLER (2") 32 UPP 2" SEMI -RIGID PIPE (19' STICK) 33 ELECTROFUSION 90o ELBOW 34 FEMALE TERMINATION FITTING (2") 35 P/V VENT WITH IN -LINE VAULT WITH US P/V AND RAIN CAP 69w,Ii 36 MAIN TANK (DOUBLE WALL) 37 HIGH LEVEL SENSOR 38 3/8" CHIP OR 3/8" PEA GRAVEL BACKFILL 39 DOUBLE WALL VAPOR SPILL CONTAINER 40 VAPOR SWIVEL ADAPTER KIT DIAMTER HOLE FOR ECTRICAL AND STORM PE ROUTING \M mvvu� z z O O DATE: Al Cp N S� origin design' WORKING ON TOMORROW. 800 556-4491 origindesign.com origindesign.com 800 556-4491 © Origin Design Co. Irl % J V V J MnnIIQ WATERLOO I DES MOINES I IOWA CITY 214 EAST 4TH ST. 1 30 EAST 3RD 5T. 1 18 EAST COLLEGE ST. WATERLOO, IOWA DES MOINES, IOWA IOWA CITY, IOWA (3191235-0650 (515 251 728D (319)248-4600 CITY OF DUBUQUE CITY OF DUBUQUE FUELING STATION IMPROVEMENTS Location / Description 0 O U i C � O 0 C) m o0 0 LL m a) U) U) C i OCU N O1 Q U E c a)z2 � (B O U U a) a) 0.0. 0. (D O MECHANICAL AND ELECTRICAL DETAILS ME2n 10 Page 600 of 797 FUEL STATION EQUIPMENT SCHEDULE UNDERGROUND TANKS DOUBLE WALL 1 (3) 15,000 GLASS STEEL II, UNDERGROUND TANKS (32' LONG x 108" DIAMETER) FUEL CONTROL SYSTEM 2 PV ENTERPRISE INCLUDES PV200 WITH SYNERGY FSC AND FUEL ISLAND TERMINAL... 3 DPC REMOTE MOUNT INTERFACE MODULE AND SOFTWARE 4 VEHICLE MONITORING SYSTEM VEHICLE IDENTIFICATION CARDS 5 VEHICLE MONITORING SYSTEM DRIVER IDENTIFICATION CARDS INVENTORY ONLY PROBE, LEAK DETECTION PROBE, ELECTRIC LINE LEAK, AND 6 ACCESSORIES 71 FRANKLIN EV0600 WITH DISPLAY, HARDWIRED PRINTER, AND NECESSARY MODULES UNIVERSAL LIQUID SUMP SENSOR AT TANKS, PIPING TANK SUMP, AND EACH 8 DISPENSER SUMP SUMPS AND MANHOLES 9 SINGLE WALL FIBERGLASS TANK SUMP 10 SINGLE WALL FIBERGLASS DISPENSER SUMP 11 DISPENSER SUMP COMPATIBLE FOR WAYNE SELECT DISPENSER 12 50 GPM, 3/G7232D SHC DIESEL, 1 PRODUCT, 2 HOSES, 4 METERS 13 22 GPM, E3/G72021 PRODUCT, 2 HOSES, 2 METERS 14 HOSE MAST AND SPRING LOAD 3/4" EXPLOSION PROOF FLEX (NO SPRING REOUIRED) 15115' X 48" X 13" X 6" RADIUS STAINLESS STEEL 161 SHEAR VALVES 17 DIESEL SYSTEM TESTING 18 GAS SYSTEM TESTING 19 SUMP HYDRO TESTING- TRANSITION AND DISPENSER SUMPS DISPENSING ACCESSORIES 20 (3) 1" DIESEL NOZZLE HIGH SPEED HUSKEY 1 + 8 (DIESEL COMMERCIAL NOZZLE) 21 (1) 3/4" DIESEL HIGH PRESSURE NOZZEL 22 MAGNETIC BREAKAWAY NOZZLES 22 1" BREAKAWAY HOSE 23 1" X 14' CURB HOSE 24 3/4" NOLEAD NOZZLE 25 3/4" SWIVEL 26 3/4" BREAKAWAY HOSE 27 3/4" X 14' CURB HOSE PUMP ACCESSORIES 28 (1) 2HP VARIABLE SPEED SUBMERSIBLE PUMP FOR GAS MODEL STPMVS2-YL2-12 29 (2) 4HP VARIABLE SPEED SUBMERSIBLE PUMP FOR DIESEL MODEL STPMVS4-VL2-12 1 301 MAG VFC CONTROLLER FOR EACH PUMP 31 500 GALLON DEF UNIT MODEL SBD KB5080POHR 32 BACKUP HEATER 33 DEF COUPLER 34 1 INSIDE LED LIGHT MODEL S8DADD-LEDLIT 35 25' HOSE REWIND 361 DEF COUPLER 371 DRYBREAK (CONFIRM TYPE WITH CITY OF DUBUOU 38 PCM MASTER (PUMP CONTROL MODULE IN PV200) 39 PCM MOUNTING BRACKET 40 30' X 58' 4 SQUARE COLUMN CANOPY WITH 15' CLEARANCE 411 SPACING (WIDE) 7.5 - 15 - 7.5 421 SPACING (LONG) 13 - 34 - 13 43 36" TALL WHITE LAMINATED PANEL FASCIA 44 DECKING 3" X 12" X 20 GA. SMOOTH WHITE 45 SNOW LOAD: 30 PSF, WIND LOAD: 30 PSF 46 INTERNAL 3" SCH. 40 PVC ROOF LEADERS 471 REFER TO PLANS FOR LIGHTING INFORMATION 48 1 WHITE PAINT TO FIELD PAINT CANOPY COLUMNS SIGNAGE NECESSARY IN ACCORDANCE WITH FIRE MARSHALL REGULATIONS 49 GASOLINE DECALS 4" X 25" 501 FLAMMABLE DECALS 4" X 25" 51 NO SMOKING DECALS 4" X 25" 52 DIESEL DECALS 4" X 25" 53 COMBUSTABLE DECALS 4" X 25" BULK WATER DISPENSION 541 WALL MOUNTED PV200 DUCTLESS MINI -SPLIT SYSTEM SCHEDULE INDOOR UNIT OUTDOOR UNIT ELECTRICAL UNIT TAG MANUFACTURER MODEL COOLING EDB/EWB (OF/OF) COOLING CAPACITY (MBH) UNIT TAG MODEL COMPRESSOR TYPE OPERATING TEMPERATURE RANGE (OF -OF) EFFICIENCY (SEER) MCA MOCP VOLTAGE/ PHASE MS-1 12,000 MSACCU-1 2024-106 DUBUQUE FUELING STATION REPLACEMENT Notes: CKT BRANCH PANEL Location: Supply From: Mounting: Surface Enclosure: Type 1 Available Isc: rr Circuit Description Type Trip F12 Poles A Volts: 120/208 Wye Phases: 3 Wires: 4 B C S.C.C.R. Rating: Mains Type: [MLO] or [MCB] Mains Rating: [225 A][400 A] MCB Rating: SPD: NONE Poles Trip Type Circuit Description CKT F12-1 SUB PUMP (2HP) 15 A 3 0 0 3 20 A SUB PUMP (4HP) F12-2 F 12-3 -- -- -- 0 0 -- -- -- F 12-4 F 12-5 -- -- -- 0 0 -- -- -- F 12-6 F12-7 SPACE -- 1 -- -- 1 -- SPACE F12-8 F12-9 DEF UNIT 20 A 1 0 0 3 20 A SUB PUMP (4HP) F12-10 F12-11 0 -- -- -- F12-12 F12-13 SPACE -- 1 -- 0 -- -- -- F12-14 F12-15 PV200 20 A 1 0 -- 1 -- SPACE F12-16 F12-17 0 1 20 A DEF HEATER F12-18 F12-19 SPACE -- 1 -- F12-20 F12-21 SUB PUMP (1 HP) 20 A 1 0 -- 1 -- SPACE F12-22 F12-23 0 1 20 A DISPENSER POWER F12-24 F12-25 SPACE -- 1 -- F12-26 F12-27 SOLENOID VALVE 20 A 1 0 -- 1 -- SPACE F12-28 F12-29 0 1 20 A SOLENOID VALVE F12-30 F 12-31 SPACE -- 1 -- F 12-32 F12-33 SUB PUMP (1 HP) 20 A 1 0 -- 1 -- SPACE F12-34 F12-35 0 1 20 A SOLENOID VALVE F12-36 F12-37 SPACE -- 1 -- F12-38 F12-39 Lighting 20 A 1 153 -- 1 -- SPACE F12-40 F12-41 0 1 20 A PV200 F12-42 F12-43 SPACE -- 1 -- F12-44 F12-45 DISPENSER POWER 20 A 1 0 -- 1 -- SPACE F12-46 F12-47 0 1 20 A SUB PUMP (1 HP) F12-48 F12-49 SPACE -- 1 -- F12-50 F12-51 SUB PUMP (1 HP) 20 A 1 0 -- 1 -- SPACE F12-52 F12-53 180 1 20 A SYNERGY FSC F12-54 F12-55 SPARE 20 A 1 0 0 1 20 A SPARE F12-56 F12-57 SPARE 20 A 1 0 0 1 20 A SPARE F12-58 F12-59 SPARE 20 A 1 0 0 1 20 A SPARE F12-60 F12-61 0 1 20 A DPC/EV0600 F12-62 F 12-63 F 12-64 F12-65 -- 1 -- SPACE F12-66 F12-67 0 1 20 A PV200 F12-68 F 12-69 F 12-70 F12-71 F12-72 Total Load: Total Amps: 0 VA 0 A 153 VA 180 1 A 2 VA A Type Legend: N=NORMAL G=GF1 M=MOTORIZED E=EXISTING ST=SHUNT TRIP A=ARC FAULT H=HANDLE LOCK Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Power 180 VA 100.00% 180 VA Equipment Lighting 0 VA 0.00% 0 VA Total Conn. Load: 0.3 kVA 153 VA 125.00% 191 VA Total Est. Demand: 0.4 kVA Total Conn. Current: 1 A Total Est. Demand Current: 1 A Notes: z O O Al CONSI?' ori in 9design' WORKING ON TOMORROW. 800 556-4491 origindesign.com origindesign.com 800 556-4491 © Origin Design Co. Irl % J V V J M n r% 1 1 Q WATERLOO I DES MOINE5 1 IOWA CITY 2 14 EAST 4TH S . 1 30 EAST 3RD ST. 1 18 EAST COLLEGE ST. WATERLOO, IOWA DES MOINES, IOWA IOWA CITY, IOWA (319 235-0650 (515-1 72H0 -.1 46-4600 CITY OF DUBUQUE CITY OF DUBUQUE FUELING STATION IMPROVEMENTS Location / Description (D E O U i Cn � C U C) 0 O � U m `o O �- U- a) m U) U) U) U) C O L a) N Q U E a)Z2t =) (B O U U DN (D0.0. N O N O � IY 6- a - MECHANICAL AND ELECTRICAL SCHEDULES ME3n 10 Page 601 of 797 / i i i i F12-39 SC 1:1 DC 12"xl2" COLUMN (TYP.) ❑S�_ N n CANOPY LIGHTING PLAN (�) 1 1/4" = 1'-0" DC PC O GENERAL NOTES: A. ALL DISCONNECTS ON MECHANICAL EQUIPMENT SHALL BE MOUNTED ON STRUCTURE TO ALLOW REMOVAL OF THE EQUIPMENT FOR MAINTENANCE WITH A MINIMUM OF WIRING WORK. VERIFY NEC CLEARANCE REQUIREMENTS ARE MET PRIOR TO ROUGH -IN. B. MAINTAIN SERVICE CLEARANCE AROUND ALL MECHANICAL & ELECTRICAL EQUIPMENT. DO NOT ROUTE PIPING OR CONDUIT IN CLEARANCE SPACE. C. ALL RECEPTACLE CIRCUITS SHALL HAVE DEDICATED NEUTRALS. D. PROVIDE PVC SCH 40 CONDUIT WITH RIGID TURN UP WITHIN EQUIPMENT UNLESS OTHERWISE NOTED. E. INSTALL ALL FUEL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. F. CONDUIT LAYOUT IS SCHEMATIC IN NATURE, NOT ALL OFFSETS OR SPACING MAY BE SHOWN. CONTRACTOR SHALL SITE VERIFY. REFERENCED NOTES: 0 (NOT ALL NOTES MAY BE APPLICABLE TO THIS SHEET) 1. PROVIDE FIRE EXTINGUISHER AND EXTERIOR RATED CABINET IN ACCORDANCE TO THE STATE FIRE MARSHAL REQUIREMENTS. 2. COORDINATE PANEL LOCATIONS WITH DESIGN TEAM. 3. 4" PVC SCH 40 ROOF DRAIN WITHIN COLUMN. CONNECT TO UNDER GRADE STORM SEWER. 4. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL STEM SWIVEL MOUNT PHOTOCELL EQUAL TO #EK4236S TO CONTROL EXTERIOR LIGHTING. COORDINATE FOR NORTH FACING INSTALLATION. 5. DC POWER SHALL BE 18 GAUGE 2 CONDUCTOR TWISTED AND SHIELDED WITH DRAIN AND TEFLON COATING. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL DC WIRING SERVING FLOAT SENSORS, SUMP SENSORS, AND PROBES AS REQUIRED FOR A COMPLETE AND WORKING SYSTEM. 6. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL BREAKAWAY T-BASE TO SERVE TYPE SA FIXTURE. PROVIDE LIGHT POLE BASE PLATE ADAPTOR TO UTILIZE THE CANOPY COLUMN FOUNDATION FOR LIGHT FIXTURE POLE BASE. 7. EMERGENCY PUSH BUTTON SHALL DISCONNECT POWER TO ALL DISPENSING DEVICES; TO ALL REMOTE PUMPS SERVING THE DISPENSING DEVICES; TO ALL ASSOCIATED POWER, CONTROL, AND SIGNAL CIRCUITS; AND TO ALL OTHER ELECTRICAL EQUIPMENT IN THE HAZARDOUS (CLASSIFIED) LOCATIONS SURROUNDING THE FUEL DISPENSING DEVICES. 8. ELECTRICAL CONTRACTOR SHALL ROUGH -IN FOR FUEL PUMP EMERGENCY STOP. COORDINATE FINAL LOCATION WITH OWNER PRIOR TO ROUGH -IN. REFER TO EMERGENCY FUELING STATION SHUTOFF WITH COVER ON SHEET ME2.10 FOR MORE INFORMATION 9. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUITS WITH EXPLOSION PROOF SEAL OFFS AS PER NEC REQUIREMENTS. SEE DETAILS ON SHEET ME2.10 FOR MORE INFORMATION REGARDING SEAL OFF INSTALLATION AND STUB UP SPACING. 10. CANOPY STORM DOWNSPOUTS SHALL BE ROUTED FROM THE EASTERN COLUMNS TO THE EXISTING UNDERGROUND STORM SEWER. 11. COORDINATE VARIABLE FREQUENCY CONTROLLERS (VFC) LOCATIONS WITH DESIGN TEAM. 12. OVERFLOW ALARM. COORDINATE LOCATION WITH OWNER. LIGHTING FIXTURE SCHEDULE BOD F— TYPE —T—MANUFACTURER MODEL NUMBER DESCRIPTION LAMP/CCT/CRI CONTROL DLUMENSD WATTS VOLTS EQUALS SC LSI INDUSTRIES SCV LED 10L SC UNV DIM 50 XX ALBCSI LIGHTING FIXTURE SCHEDULE NOTES: 1. PROVIDE ALL PARTS AND PIECES FOR A COMPLETE AND FULLY FUNCTIONAL LIGHTING SYSTEM. 2. CONTRACTOR SHALL INSTALL ALL FIXTURES PER MANUFACTURER RECOMMENDATIONS IN LOCATIONS SHOWN ON DRAWING AND NOTIFY DESIGN TEAM IF THIS IS NOT POSSIBLE FOR ROUGH IN. 3. ARCHITECT SHALL SELECT ALL FINISHES/COLORS AT THE TIME OF SUBMITTAL. 4. COORDINATE ALL DRIVERS WITH CONTROLS TO INSURE FULL COMPATIBILITY. LIGHTING FIXTURE SCHEDULE BY: DAVID JORDAN 319-433-1478 2024-106 DUBUQUE FUELING STATION REPLACEMENT LED PETROLEUM CANOPY LED LUMINAIRE. DIE CAST ALUMINUM CONSTRUCTION WITH FLAT GLASS LENS. WET LOCATION RATED. INTEGRAL 0-10V DIMMABLE DRIVER. ARCHITECT TO SELECT FINISH DURING SUBMITTALS. INTEGRAL WIRELESS MOTION AND PHOTOSENSOR CONTROL. ELECTRICAL CONTRACTOR SHALL ACCOUNT FOR FIXTURE WITH CUSTOM LUMEN PACKAGE FOR PRICING PURPOSES. LED/5000K/70+ 0-10V 1 10,317 1 67 UNV ENGINEER APPROVED EQUALS \M u\c) ZOO Al 0 Cp N Sl ori9in WORKING ON TOMORROW. 800 556-4491 origindesign.com origindesign.com 800 556-4491 © Origin Design Co. Pl %J V V J M n 111 1 1 Q WATERLOO I DES MOINES I IOWA CITY 214 EAST 4TH ST. 1 30 EAST 3RD ST, 1 18 EAST COLLEGE ST. WATERLOO, IOWA DES MOINES, IOWA IOWA CITY. IOWA (3191235-0650 (515 251-728D (319)248-4600 CITY OF DUBUQUE CITY OF DUBUQUE FUELING STATION IMPROVEMENTS Location / Description N O U i C In C: E5 O CU rn o0 0 LL m a) U) U) c L_ O N N � Q � U E c: a�iz2 C: U U TN a)0.0. > � O O CANOPY LIGHTING PLAN E2m2O Page 602 of 797 STATE OF IOWA SS: DUBUQUE COUNTY CERTIFICATE OF PUBLICATION I, Kathy Goetzinger, a Billing Clerk for Woodward Communications, Inc., an Iowa corporation, publisher of the Telegraph Herald, a newspaper of general circulation published in the City of Dubuque, County of Dubuque and State of Iowa; hereby certify that the attached notice was published in said newspaper on the following dates: 02/07/2025 and for which the charge is 43.32 Subscribed to before me, a Notary Public in and for Dubuque County, Iowa, this 7th day of February, 2025 Notary blic in and for Dubuque County, Iowa. et s JANET K. PAPE s .y Comrnission Number 199659 z r My Commission Expires 12/11/2025 Ad text : CITY OF DUBUQUE, IOWA OFFICIAL NOTICE NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATED COST FOR THE FUEL ISLAND REHABILITATION PROJECT NOTICE IS HEREBY GIVEN: The City Council of the City of Dubuque, Iowa will hold a public hearing on the proposed plans, specifications, form of contract and estimated cost for the Fuel Island Rehabilitation project, in accordance with the provisions of Chapter 26, Code of Iowa, at 6:30 p.m., on the 17th day of February 2025, in the Historic Federal Building Council Chambers, 350 West 6th Street, Dubuque, Iowa. Said proposed plans, specifications, form of contract and estimated cost are now on file in the office of the City Clerk. At said hearing any interested person may appear and file objections thereto. The scope of the Project is as follows: The City of Dubuque Fueling Station Improvements project consists of the design and replacement of a fueling system including diesel fuel and gasoline island dispensers, canopy with cast -in -place concrete foundations, below ground fuel tanks, piping, controls, ?PCC paving, and electrical system to support the fuel system replacement. At the meeting, the City Council will receive oral and written comments from any resident or property owner of said City to the above action. The official City Council agenda will be posted the Friday before the meeting and will contain public input options. The agenda can be accessed at https://dubuqueia.portal.civicclerk.com/ or by contacting the City Clerk's Office at 563-589-4100, ctyclerk@cityofdubuque.org. Written comments on the public hearing may be submitted to the City Clerk's Office by email at ctyclerk@cityofdubuque.org or by mail to City Hall, 50 W. 13th St., Dubuque, IA 52001, before the scheduled hearing. The City Council will review all written comments at the time of the hearing. Documents related to the public hearing are on file in the City Clerk's Office and may be viewed Monday through Friday between 8:00 a.m. and 5:00 p.m. Individuals requiring special assistance should contact the City Clerk's Office as soon as feasible. Deaf or hard -of -hearing individuals can use Relay Iowa by dialing 711 or (800) 735-2942. Published by order of the City Council given on the 3rd day of February 2025. Adrienne N. Breitfelder, CMC, City Clerk It 2/7