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Home My WebLink AboutA023 - Resolution approving preliminary plans and specs for 2026/27 Airport Entryway Improvement (South Parking Lot expansion), and setting May 28, 2026, as bid due date and June 9, 2026, as Public HearingITEM #:27 DATE:05-12-26 DEPT:PW SUBJECT:FY 2026/27 AIRPORT ENTRYWAY IMPROVEMENT (SOUTH PARKING LOT EXPANSION) COUNCIL ACTION FORM BACKGROUND: The Capital Improvements Plan (CIP) includes the FY 2026/27 Airport Entryway Improvements program, which provides for expansion of paved parking areas and related access improvements at the James Herman Banning Ames Municipal Airport. This phase focuses on development of the southern portion of the planned parking expansion to address existing parking demand. This is the first phase of a multi-phase parking expansion program. Future phases will expand the northern portion of the parking area as shown on the attached Project Overview Map. Due to current uncertainties at the federal level, including past federal government shutdowns, the pending expiration of Infrastructure Investment and Jobs Act (IIJA) funding authorizations, and the high volume of projects being administered by the Federal Aviation Administration (FAA) Central Region, this project has been placed on an accelerated schedule to meet federal funding deadlines. To maintain eligibility for federal funding, Bolton & Menk proceeded with preparation of plans and specifications at its own risk prior to formal approval of Task Order #8. The engineering services performed to date have been completed in accordance with FAA standards and City of Ames requirements, consistent with all federally funded airport projects. Staff received authorization to bid on May 1, which represents the FAA’s concurrence that the design meets all applicable requirements. The bid timeframe is very short in order to meet federal funding deadlines for eligibility for reporting and grant reimbursement opportunities thru the FAA. The Engineer ’s Opinion of Probable Cost (OPC) for construction is approximately $549,000. The project will be bid with a base bid and may include alternate bid items to provide flexibility depending on bid results and maximize the use of available grant funding. The FY 2026/27 CIP anticipates $560,000 in federal grant participation for this phase of the project. Based on current FAA grant programming, the City now anticipates receiving $584,000 in federal funding, which exceeds the amount identified in the CIP. This additional federal participation will reduce reliance on local funding for this phase of the project. 1 The table below summarizes the revenues and expenses for this phase of the project: Revenues Expenses General Obligation Bonds $140,000 Administration and Independent Fee Evaluation $4,750 Federal Aviation Administration Grant (AIG)$584,000 Design and Construction Administration/Inspection Services $144,800 Construction (Estimated) (This Council Action)$549,000 Total Revenues $724,000 Total Expenses $698,550 The difference between total revenues and expenses provides a contingency to address potential bid variability and construction-related adjustments. ALTERNATIVES: 1. Approve the plans and specifications for the FY 2026/27 Airport Entryway Improvement (South Parking Lot Expansion) project and establish the May 28, 2026 as the bid due date and June 9, 2026 as the public hearing for report of bids. 2. Direct staff to make changes to the project. CITY MANAGER'S RECOMMENDED ACTION: The Airport Parking Lot Improvements project will enhance safety, reduce foreign object debris risks, and improve the overall functionality and appearance of the airport by reducing the use of granular and turf areas for parking. This project represents an important phase of the City’s long-term airport development strategy. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as noted above. ATTACHMENT(S): Authorization to Bid Project Overview Map Ames-Airport-Parking Lot-Project Plans.pdf Ames-Airport-Parking Lot-EOPC.pdf 2 U.S. Department of Transportation Federal Aviation Central Region 1100 Main St. Suite 800 Administration Iowa, Kansas, Missouri, Nebraska Kansas City, MO 64105 May 1, 2026 Mr. Damion Pregitzer Traffic Engineer City of Ames 515 Clark Avenue Ames, IA 50010 Re: Ames Municipal Airport (AMW); Ames, IA Potential Grant No. 3-19-0004-035 Construct Parking Lot Subject: Concurrence to Advertise for Bids Dear Mr. Pregitzer: Safety Plan A Construction Safety & Phasing Plan (CSPP) is not required for this project. Concurrence to Advertise for Bids After you have incorporated the attached comments and submitted written responses to our comments, you may advertise the project. We are open to discussion regarding any comments you do not understand or with which you disagree. Our review does not relieve you, the Sponsor, or your Engineer of the responsibility for the accuracy, completeness, and technical content of the plans and specifications. What you need to submit now • An annotated copy of the review comments, indicating how each comment was addressed (if you have not done so already). • One copy of the As-bid advertised Plans, Specifications, and Final Engineer’s Report. • Draft Engineering Agreement for Construction Observation Services for review, if applicable. What you need to submit after you open bids • Consultant Evaluation of Bids • Sponsor Recommendation for Award of the Construction Contract • Bid Tabulation • Buy American Certification Form • Proposal of the Successful Bidder (Proposal Form, DBE Forms, etc.) • List of DBE subcontractors including each DBE’s name, phone number, the dollar amount and nature of their work, and evidence of when and by whom they were last certified (their current DBE certification) 3 Page 2 of 2 AMW 035 Ready to Advertise What we will do next Upon receipt of the above information we will be in a position to evaluate the bids and offer our concurrence in award. Please note that any construction contract awards made prior to receipt of our letter could jeopardize Federal participation in the project. Questions If you have any questions, please contact me at (816) 329-2628 or ryan.m.dametz@faa.gov. Sincerely, Ryan DaMetz, P.E. State Airport Engineer - Iowa 4 X X X X X X X X X X X X X X X X X X X >>>>>>>>>>>>>>>>>> >> X X X X X X X X X X X X X X X X X X X X X X X X X SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ F I G R - 1 4 2 0 9 6 - S i t e L a y o u t E x h i b i t 2 0 2 6 0 2 1 0 . d w g 2/ 1 0 / 2 0 2 6 1 1 : 4 1 : 4 0 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT EXPANSION 26X.142096.000 A 30%1/28/261519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N , REC O R D I N G P U R P O S E S , O R IM P L E M E N T A T I O N . 1FEETSCALE 0 20 40 HORZ. EXHIBIT III - SITE LAYOUT EXHIBIT R ALTERNATE BID A PARKING EXPANSION BASE BID PARKING EXPANSION 5 AIRPORT RD S R I V E R S I D E D R NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY IOWA ONE CALL 1-800-292-8989 OR 811 THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED "STANDARD GUIDELINE FOR INVESTIGATING AND DOCUMENTING EXISTING UTILITIES". PROJECT LOCATION FEETSCALE 0 40002000 AIP NO. 3-19-0004-035-2026 OWNER PROJECT NUMBER: TBD MAP OF THE AMES MUNICIPAL AIRPORT STORY COUNTY, IA AMES MUNICIPAL AIRPORT CONSTRUCTION PLANS FOR PARKING LOT IMPROVEMENTS APRIL 2026 R THE 2026 EDITION OF THE "IOWA STATEWIDE URBAN SPECIFICATIONS FOR PUBLIC IMPROVEMENTS" AND CITY OF 2026 SPECIFICATIONS. MUTCD 2009 AS ADOPTED BY IOWA DEPARTMENT OF TRANSPORTATION. ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITHIN THE CONSTRUCTION OF THIS PROJECT. GOVERNING SPECIFICATIONS MY LICENSE RENEWAL DATE IS PAGES OR SHEETS COVERED BY THIS SEAL: LICENSE NUMBER:DATE: I OWA LIC ENSED PROFESS IONAL ENGINEER 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. 21134 DECEMBER 31, 2027 ALL SHEETS JOESEPH P. ROENFELDT 21134 JOESEPH P. ROENFELDT, P.E. A.01 TITLE SHEET STORY COUNTY, IA SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 A 0 1 . d w g 5/ 6 / 2 0 2 6 5 : 5 9 : 0 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR PROJECT CONTACTS NAME PHONE EMAIL BMI PROJECT MANAGER JOE ROENFELDT (515) 240-4329 JOE.ROENFELDT@BOLTON-MENK.COM BMI PROJECT ENGINEER GARRETT JACOBS (563) 349-7180 GARRETT.JACOBS@BOLTON-MENK.COM AIRPORT MANAGER / SPONSOR CONTACT DAMION PREGITZER (515) 239-5275 DAMION.PREGITZER@CITYOFAMES.ORG AIRPORT OPERATIONS NIKKI KYLE (515) 450-6010 NIKKI@CENTRALIOWAAIR.COM PRIME CONTRACTOR SUBCONTRACTOR(S) INDEX OF SHEETS SHEET NUMBER SHEET TITLE A.01 TITLE SHEET A.02 LEGEND B.01 TYPICAL DETAILS C.01 QUANTITIES & ESTIMATE REFERENCE NOTES C.02 ESTIMATE REFERENCE NOTES C.03 ESTIMATE REFERENCE NOTES D.01 OVERALL GRADING PLAN - BASE BID D.02 OVERALL GRADING PLAN - ALTERNATE BID A E.01 DETAILED GRADING - BASE BID E.02 DETAILED GRADING - BASE BID E.03 DETAILED GRADING - ALTERNATE BID A E.04 DETAILED GRADING - ALTERNATE BID A F.01 EXISTING CONDITIONS AND REMOVALS G.01 SITE LAYOUT & CONTROL J.01 CONSTRUCTION SAFETY L.01 JOINTING - BASE BID L.02 JOINTING - BASE BID L.03 JOINTING - ALTERNATE BID A M1.01 STORM SEWER PLAN & PROFILE M1.02 STORM SEWER PLAN & PROFILE N.01 PAVEMENT MARKINGS R.01 EROSION CONTROL 05/07/2026 6 GRADING INFORMATION 952 950 952 950 1:4 F F F F E E E E G G G GXXXXXX STORM SEWER RECTANGULAR CASTING STORM SEWER CIRCULAR CASTING STORM SEWER FLARED END / APRON CURB BOX FIRE HYDRANT MANHOLE WATER REDUCER WATER BEND PROPOSED TOPOGRAPHIC SYMBOLS CLEANOUT LIFT STATION RIP RAP OE OE OE OE C C C C DRAINAGE FLOW ABBREVIATIONS A ALGEBRAIC DIFFERENCE ADJ ADJUST ALT ALTERNATE B-B BACK TO BACK BIT BITUMINOUS BLDG BUILDING BMP BEST MANAGEMENT PRACTICE BR BEGIN RADIUS BV BUTTERFLY VALVE CB CATCH BASIN C&G CURB AND GUTTER CIP CAST IRON PIPE CIPP CURED-IN-PLACE PIPE CL CENTER LINE CL.CLASS CLVT CULVERT CMP CORRUGATED METAL PIPE C.O.CHANGE ORDER COMM COMMUNICATION CON CONCRETE CSP CORRUGATED STEEL PIPE DIA DIAMETER DIP DUCTILE IRON PIPE DWY DRIVEWAY E EXTERNAL CURVE DISTANCE ELEC ELECTRIC ELEV ELEVATION EOF EMERGENCY OVERFLOW ER END RADIUS ESMT EASEMENT EX EXISTING FES FLARED END SECTION F-F FACE TO FACE FF FINISHED FLOOR F&I FURNISH AND INSTALL FM FORCEMAIN FO FIBER OPTIC F.O.FIELD ORDER GRAN GRANULAR GRAV GRAVEL GU GUTTER GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HH HANDHOLE HP HIGH POINT HWL HIGH WATER LEVEL HYD HYDRANT I INVERT K CURVE COEFFICIENT L LENGTH LO LOWEST OPENING LP LOW POINT LT LEFT MAX MAXIMUM MH MANHOLE MIN MINIMUM MR MID RADIUS NIC NOT IN CONTRACT NMC NON-METALLIC CONDUIT NTS NOT TO SCALE NWL NORMAL WATER LEVEL OHW ORDINARY HIGH WATER LEVEL PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PE PERMANENT EASEMENT PED PEDESTRIAN, PEDESTAL PERF PERFORATED PIPE PERM PERMANENT PI POINT OF INTERSECTION PL PROPERTY LINE PRC POINT OF REVERSE CURVE PT POINT OF TANGENT PVC POLYVINYL CHLORIDE PIPE PVMT PAVEMENT R RADIUS R/W RIGHT-OF-WAY RCP REINFORCED CONCRETE PIPE RET RETAINING RSC RIGID STEEL CONDUIT RT RIGHT SAN SANITARY SEWER SCH SCHEDULE SERV SERVICE SHLD SHOULDER STA STATION STD STANDARD STM STORM SEWER TC TOP OF CURB TE TEMPORARY EASEMENT TEMP TEMPORARY TNH TOP NUT HYDRANT TP TOP OF PIPE TYP TYPICAL VCP VITRIFIED CLAY PIPE VERT VERTICAL VPC VERTICAL POINT OF CURVE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENT WM WATERMAIN AC ACRES CF CUBIC FEET CV COMPACTED VOLUME CY CUBIC YARD EA EACH EV EXCAVATED VOLUME LB POUND LF LINEAR FEET LS LUMP SUM LV LOOSE VOLUME SF SQUARE FEET SV STOCKPILE VOLUME SY SQUARE YARD UNDERGROUND FIBER OPTIC UNDERGROUND ELECTRIC UNDERGROUND GAS UNDERGROUND COMMUNICATION OVERHEAD ELECTRIC OVERHEAD COMMUNICATION OVERHEAD UTILITY 953.53 EXISTING CONTOUR MINOR EXISTING CONTOUR MAJOR PROPOSED CONTOUR MINOR PROPOSED CONTOUR MAJOR PROPOSED GRADING LIMITS / SLOPE LIMITS PROJECT LIMITS PROPOSED SPOT ELEVATION RISE:RUN (SLOPE) OC OC OC OC OU OU OU OU STORM SEWER OUTLET STRUCTURE STORM SEWER OVERFLOW STRUCTURE STA:5+67.19 980.87 NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR 651-454-0002. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED "STANDARD GUIDELINE FOR INVESTIGATING AND DOCUMENTING EXISTING UTILITIES". UTILITIES IDENTIFIED WITH A QUALITY LEVEL : LINE TYPES FOLLOW THE FORMAT: UTILITY TYPE - QUALITY LEVEL EXAMPLE: UNDERGROUND GAS, QUALITY LEVEL A UTILITY QUALITY LEVEL (A,B,C,D) DEFINITIONS CAN BE FOUND IN CI/ASCE 38-22. UTILITY QUALITY LEVELS: QUALITY LEVEL D: PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS. RECORDS MAY INCLUDE AS-BUILT DRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASES, CONSTRUCTION PLANS, ETC. QUALITY LEVEL C: INVOLVES SURVEYING VISIBLE SUBSURFACE UTILITY STRUCTURES SUCH AS MANHOLES, HAND-HOLES, UTILITY VALVES AND METERS, FIRE HYDRANTS, PEDESTALS AND UTILITY MARKERS, AND THEN CORRELATING THE INFORMATION WITH EXISTING UTILITY RECORDS TO CREATE COMPOSITE DRAWINGS. INCLUDES QUALITY LEVEL D ACTIVITIES. QUALITY LEVEL B: INVOLVES DESIGNATING THE HORIZONTAL POSITION OF SUBSURFACE UTILITIES THROUGH SURFACE DETECTION METHODS AND COLLECTING THE INFORMATION THROUGH A SURVEY METHOD. INCLUDES QUALITY LEVEL C AND D TASKS. QUALITY LEVEL A: PROVIDES THE HIGHEST LEVEL OF ACCURACY. IT INVOLVES LOCATING OR POTHOLING UTILITIES AS WELL AS ACTIVITIES IN QUALITY LEVELS B, C, AND D. THE LOCATED FACILITY INFORMATION IS SURVEYED AND MAPPED AND THE DATA PROVIDES PRECISE PLAN AND PROFILE INFORMATION. G-A G-A EXISTING UTILITY LINES l l l l l l l l l l >>>>> >>>>>>>>>>>>>>>>>>>> >>>>>>>> l l l l l l l l l l l l l l l l l l PROPOSED UTILITY LINES >>>>> >>>>>>>>>>>> BENCHMARK LOCATION MONUMENT FOUND CAST IRON MONUMENT CONTROL POINT SURVEY LINES o o o CONTROLLED ACCESS BOUNDARY CENTERLINE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE EXISTING LOT LINE PROPOSED LOT LINE EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY SETBACK LINE SECTION LINE BUSH LINE TREE LINE GUARD RAIL FENCE-DECORATIVE FENCE RETAINING WALL WATER SERVICE WATERMAIN STORM SEWER DRAIN TILE STORM SEWER SANITARY SERVICE SANITARY SEWER FORCEMAIN PIPE CASING WATER SERVICE WATERMAIN STORM SEWER DRAIN TILE STORM SEWER SANITARY SERVICE SANITARY SEWER FORCEMAIN WATER TEE WATER CROSS WATER SLEEVE WATER CAP / PLUG WATER VALVE EXISTING TOPOGRAPHIC LINES QUARTER LINE SIXTEENTH LINE TRAFFIC SIGNS TEMPORARY EASEMENT STONE MONUMENT TRENCHLESS PIPE (PLAN VIEW) TRENCHLESS PIPE (PROFILE VIEW) EXISTING TOPOGRAPHIC SYMBOLS EXISTING PRIVATE UTILITY LINES BENCH BUSH CATCH BASIN CIRCULAR CASTING CURB STOP CATCH BASIN RECTANGULAR CASTING SIGNAL CONTROL CABINET CLEAN OUT DRINKING FOUNTAIN FLARED END / APRON FLAG POLE FUEL PUMP GRILL HANDICAP SPACE HANDHOLE FIRE HYDRANT MAILBOX MANHOLE-HEAT MANHOLE-ELECTRIC MANHOLE-GAS MANHOLE-SANITARY SEWER MANHOLE-STORM SEWER MANHOLE-COMMUNICATION MANHOLE-UTILITY PEDESTRIAN PUSH BUTTON PEDESTAL-ELECTRIC PEDESTAL-COMMUNICATION VALVE POST INDICATOR PARKING METER LIGHT POLE POLE-UTILITY POST PICNIC TABLE RAILROAD SIGNAL POLE REGULATION STATION GAS TREE-DECIDUOUS SATELLITE DISH SIGN TRAFFIC WATER SPIGOT IRRIGATION SPRINKLER HEAD IRRIGATION VALVE BOX TREE STUMP TELEPHONE BOOTH TRANSFORMER-ELECTRIC TREE-DEAD TRASH CAN TRAFFIC SIGNAL VALVE WETLAND WELL TREE-CONIFEROUS GUY WIRE ANCHOR LIFT STATION LIFT STATION CONTROL PANEL MANHOLE-WATER BASKETBALL POST CULVERT END SOIL BORING TRAFFIC ARM BARRIER VENT PIPE TILE INLET TILE RISER SIREN DRIVE-THRU MICROPHONE METER ACCESS GRATE FILL PIPE DOWN SPOUT BIRD FEEDER ANTENNA AIR CONDITION UNIT UTILITY MARKER VALVE VAULT WET WELL YARD HYDRANT BARRICADE PERMANENT TILE OUTLET SURVEY SYMBOLS PAVEMENT MARKING AUTO SPRINKLER CONNECTION WETLAND DELINEATED MARKER BOLLARD VAULT WW ELECTRIC CAR CHARGE STATIONEV H F CLVT CO B B AC IVB CP L C E G H U S D W MANHOLE-RECLAIMED WATERW M C E P WW V V PIV U TRASH TRAN TILE G SIG RECLAIMED WATER |||||||||||| >>>>>> >>>>>>>>>>>> l l l l l l l l l l l l l l l l l l >>>>>>>>>> >>>>>>>>>>>>>>>>>>>> WR WR WR WR WR WR SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 A 0 1 . d w g 5/ 6 / 2 0 2 6 5 : 5 9 : 0 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR A.02 LEGEND 7 4.5" 7.5" 6" R3" R3" 6" 1 DRIVEWAY AND PARKING PCC PAVEMENT SECTION 2 FULL HEIGHT CURB STANDARD SUDAS DETAILS USE BY REFERENCE Figure No.Iowa DOT SRP Figure Title Last Revised Sheets 2010.101 ----Details of Embankments and Rebuilding Embankments 10/21/2014 1 3010.101 SW-101 Trench Bedding and Backfill Zones 4/17/2018 1 3010.102 SW-102 Rigid Gravity Pipe Trench Bedding 4/20/2021 2 3010.103 SW-103 Flexible Gravity Pipe Trench Bedding 4/20/2021 1 3010.901 ----Sewer Pipe Suport Over Existing Utility Line 10/21/2014 1 4020.211 SW-211 Storm Sewer Pipe Connections 4/17/2018 1 4040.231 ----Subdrains 10/21/2014 1 4040.232 ----Subdrain Cleanouts MODIFIED 1 6010.401 SW-401 Circular Storm Sewer Manhole 4/20/2021 1 6010.512 SW-512 Circular Area Intake 4/21/2020 2 6010.514 SW-514 Boxout for Grate Intakes 4/17/2018 3 6010.602 SW-602 Castings for Storm Sewer Manholes 4/21/2020 3 6010.603 SW-603 Castings for Grate Intakes 10/16/2018 2 6010.604 SW-604 Castings for Area Intakes 4/21/2020 2 7010.101 PV-101 Joints 1/1/2026 8 7010.102 PV-102 PCC Curb Details 4/21/2020 2 7010.103 PV-103 Manholes in Boxouts in PCC Pavement 4/19/2022 1 7030.101 ----Concrete Driveway, Type A 2022 Edition 1 7040.107 ----Utility Core Hore Repair 2021 Edition 1 8030.101 ----Temporary Traffic Control General Information 10/17/2017 1 8030.104 ----Lane Closure on Low Volume Street (Self-Regulating)10/17/2017 1 9040.102 ----Filter Berm and Filter Sock 2025 Edition 1 9040.105 ----Wattle 2025 Edition 1 9040.120 ----Stabilized Construction Exit 2025 Edition 1 9070.102 ----Modular Block Retaining Wall 10/18/2011 1 LIST OF APPLICABLE SUDAS FIGURES MAY INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING. 6" PCC PAVEMENT DRIVEWAY 6" MODIFIED SUBBASE 12" SUBGRADE PREPARATION Use in non-traffic areas. REVISION SHEET _1 of _1 4040.232 6" TYPE B CLEANOUT (Dimensions are nominal) END OF RUN IN-LINE TYPE A CLEANOUT CONNECTIONS DETAIL A 6" min. SUBDRAIN CLEANOUTS MO D I F I E D F I G U R E 4 0 4 0 . 2 3 2 SH E E T 1 O F 1 2'-4" Va r i e s 9" Concrete Casting. See DETAIL A Subdrain 45° Bend Subdrain Wye 45° Bend Cleanout 1 2 3 4 5 6Concrete Invert Cleanout 6" Class I Bedding 2 1 6 TYPE A-1 CLEANOUT 1 4 3 5 7 8" 15 5 8 9 7 8 Light duty casting. Label lid with "Storm" or "Storm C.O." Do not allow casting to bear on top of riser pipe; provide 2 inch clearance, minimum. A manufactured cleanout may be used in lieu of a Type B cleanout, if approved by the Engineer. Design is intended for use in conjunction with 8 inch PVC riser pipe. Other sized caps may be used with smaller pipe, as approved by the Engineer. Provide Type G casting, as required to fit pipe size. PVC riser pipe; match diameter of subdrain (8 inches maximum). 2020 Edition3MODIFIED DETAIL MODIFIED DETAIL PCC PAVEMENT BUTT JOINT#4 SQUARE SEE DETAIL B DETAIL B CENTER 16" #4 REBAR EACH SIDE OF CASTING 28" PCC PAVEMENT CASTING 1'-8" 20 " PCC Pavement Adjustment Ring 1 1 8'-8" 6"6"'E' Joint 'E' Joint 3 INTAKE BOXOUT (NTS) FOR DOUBLE SUDAS SW-604 GRATE TYPE 6 4'-0" 1 2 1 2 A A 'C' or 'CD' Joint SECTION A-A 'E' Joint 'E' Joint 'E' Joint 12" 'E' Joint 1 1 2 3 foot 8 inch (typ.) #4 bar. Place at mid-slab. 8 foot 4 inch (typ.) #4 bar. Place at mid-slab. 8"12" 12" 12" SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 B 0 1 . d w g 5/ 6 / 2 0 2 6 5 : 5 9 : 0 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR B.01 TYPICAL DETAILS 8 ESTIMATED PROJECT QUANTITIES - BASE BID ITEM NO.ITEM CODE ITEM UNIT QUANTITY AS-BUILT QTY. 1 2010-D-1 TOPSOIL, ON-SITE CY 145 2 2010-D-3 TOPSOIL, OFF-SITE, BORROW CY 145 3 2010-E EXCAVATION, CLASS 13 (UNCLASSIFIED EXCAVATION)CY 185 4 2010-E EXCAVATION, BORROW CY 40 5 2010-G SUBGRADE PREPARATION SY 1900 6 2010-J SUBBASE, MODIFIED, 6 INCHES SY 1900 7 4040-A SUBDRAIN, TYPE 1B, HDPE, 6 INCH LF 250 8 4040-C-1 SUBDRAIN CLEANOUT, TYPE A-1, 6 INCH EA 2 9 4040-999-C-1 SUBDRAIN CLEANOUT, TYPE A-1, 6 INCH, ADJUST EA 2 10 6010-A STORM MANHOLE, SW-401, 48 INCH EA 1 11 6010-B INTAKE, SW-512, 24' DIA WITH TYPE 4B CASTING EA 1 12 6010-E INTAKE ADJUSTMENT, MINOR EA 4 13 6010-H REMOVE MANHOLE EA 1 14 7010-A PAVEMENT, PCC, 6 INCH, C4 SY 1725 15 7010-999-X PAVEMENT REINFORCING SY 335 16 7030-B REMOVAL OF CURB LF 200 17 8010-999-A HANDHOLE, NON-TRAFFIC RATED EA 2 18 8010-999-B HANDHOLE, TRAFFIC RATED EA 1 19 8020-B PAINTED PAVEMENT MARKINGS, WATERBORNE OR SOLVENT SF 500 20 8020-G PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT EA 2 21 8030-A TEMPORARY TRAFFIC CONTROL LS 1 22 9010-A CONVENTIONAL SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN LS 1 23 9040-A-1 SWPPP PREPARATION LS 1 24 9040-A-2 SWPPP MANAGEMENT LS 1 25 9040-D-1 FILTER SOCK, 9 INCH LF 1500 26 9040-D-2 FILTER SOCKS, REMOVAL LF 1500 27 9040-O-1 TRACK-OUT CONTROL SY 150 28 9040-R TURF REINFORCEMENT MATS SQ 2 29 9040-T-1 INLET PROTECTION DEVICE, INTAKE EA 7 30 11010-A CONSTRUCTION SURVEY LS 1 31 11020-A MOBILIZATION LS 1 32 11050-A CONCRETE WASHOUT LS 1 ESTIMATED PROJECT QUANTITIES - ALTERNATE BID A (ADDITIONAL PARKING) ITEM NO.ITEM CODE ITEM UNIT QUANTITY AS-BUILT QTY. A1 2010-C CLEARING AND GRUBBING LS 1 A2 2010-D-1 TOPSOIL, ON-SITE CY 195 A3 2010-D-3 DEDUCT- TOPSOIL, OFF-SITE, BORROW CY -145 A4 2010-E EXCAVATION, CLASS 13 (UNCLASSIFIED EXCAVATION)CY 10 A5 2010-E EXCAVATION, BORROW CY 840 A6 2010-G SUBGRADE PREPARATION SY 875 A7 2010-J CLASS A ROADSTONE SURFACING, 6 INCHES SY 180 A8 2010-J SUBBASE, MODIFIED, 6 INCHES SY 875 A9 6010-999-X INTAKE, 10 INCH EA 1 A10 7010-A PAVEMENT, PCC, 6 INCH, C4 SY 725 A11 7010-999-X PAVEMENT REINFORCING SY 130 A12 8020-B PAINTED PAVEMENT MARKINGS, WATERBORNE OR SOLVENT SF 125 A13 8030-A TEMPORARY TRAFFIC CONTROL LS 1 A14 9010-A CONVENTIONAL SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN LS 1 A15 9040-D-1 FILTER SOCK, 9 INCH LF 425 A16 9040-D-2 FILTER SOCKS, REMOVAL LF 425 A17 9060-A-2 CHAIN LINK FENCE, COMMERCIAL, 72 INCH LF 80 A18 9060-B GATES, CHAIN LINK, 72 INCH EA 1 A19 9070-A MODULAR BLOCK RETAINING WALL SFF 200 ESTIMATE REFERENCE INFORMATION - BASE BID ITEM NO. ITEM CODE DESCRIPTION 1 2010-D-1 TOPSOIL, ON-SITE WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS REFERENCE SPECIFICATION SECTION 2010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND PLANS. TOPSOIL WITHIN THE GRADING LIMITS OF THE PROJECT SHALL BE STRIPPED, SALVAGED, AND RESPREAD AT A MINIMUM DEPTH OF 6". ITEM INCLUDES HAULING OFF-SITE TO STORE AND HAULING BACK IN IF NEEDED. SALVAGED TOPSOIL SHALL REMAIN ON PROPERTY UNLESS AGREEMENTS MADE WITH THE PROPERTY OWNER. CONTRACTOR TO PAY FOR RESTORATION COST IF LOCATED OUTSIDE OF PROPERTY. BASIS OF PAYMENT SHALL BE PER CY. PAYMENT SHALL BE MADE BASED ON TEMPLATE QUANITIES AS FOLLOWS: STRIP: 145 CY SPREAD: 290 CY NET: 145 CY BORROW 2 2010-D-3 TOPSOIL, OFF-SITE, BORROW WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS REFERENCE SPECIFICATION SECTION 2010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND PLANS. TOPSOIL BORROW MATERIAL WILL NOT BE MEASURED FOR PAYMENT. BASIS OF PAYMENT SHALL BE PER THE PLAN QUANTITY AS DESCRIBED IN TOPSOIL, ON-SITE. THIS BID ITEM SHALL BE OMITTED IF ALTERNATE BID A IS SELECTED FOR CONTRACT AWARD (REFER TO THE ALTERNATE BID A TOPSOIL ON-SITE BID ITEM DESCRIPTION FOR FURTHER INFORMATION) 3 2010-E EXCAVATION, CLASS 13 (UNCLASSIFIED EXCAVATION) WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS REFERENCE SPECIFICATION SECTION 2010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND PLANS. ALL EXCESS MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR AND HAULED OFFSITE. TOPSOIL SHALL BE PLACED AND SPREAD TO A MINIMUM THICKNESS OF 6" IN ALL DISTURBED TURF AREAS. BASIS OF PAYMENT SHALL BE PER CY. PAYMENT SHALL BE MADE BASED ON TEMPLATE QUANITIES AS FOLLOWS: CUT: 185 CY FILL: 225 CY NET: 40 CY BORROW ALL AREAS TO BE COMPACTED IN ACCORDANCE WITH THE TYPE A COMPACTION REQUIREMENTS AND THE PLANS. SHOULD SETTLEMENT OCCUR AFTER INITIAL CONSTRUCTION OF EMBANKMENTS THE CONTRACTOR SHALL BE REQUIRED TO CORRECT THE SETTLED AREAS AND PROVIDE MATERIAL TO REACH THE FINISHED GRADES DESIRED. ADDITIONAL COSTS MAY INCLUDE, BUT ARE NOT LIMITED TO, MOBILIZATION, TESTING, MATERIAL REQUIRED, HAULING, PLACEMENT AND COMPACTION OF MATERIAL. 4 2010-E EXCAVATION, BORROW WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS REFERENCE SPECIFICATION SECTION 2010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND PLANS. TRUCK COUNT METHOD SHALL NOT BE USED FOR MEASUREMENT. MEASUREMENT SHALL BE MEASURED AS INSTALLED. NO SHRINKAGE FACTOR SHALL BE USED. PAYMENT SHALL BE MADE BASED ON TEMPLATE QUANITIES OF INDENTIFIED IN EXCAVATION BID ITEM. 5 2010-G SUBGRADE PREPARATION WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS SECTION 2010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. THE AREA SUBGRADE PREPARATION SHALL INCLUDE ALL PAVED AREAS AND SHALL EXTEND TWO FOOT BEYOND THE PAVING AS SHOWN IN THE PLANS. SUBGRADE AREAS SHALL BE COMPACTED IN ACCORDANCE WITH TYPE A COMPACTION. BASIS OF PAYMENT SHALL PER SQUARE YARD OF SUBGRADE COMPACTED. 6 2010-J SUBBASE, MODIFIED, 6 INCHES WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS SECTION 2010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. THE AREA SUBBASE SHALL INCLUDE ALL PAVED AREAS AND SHALL EXTEND TWO FOOT BEYOND THE PAVING AS SHOWN IN THE PLANS. THIS ITEM INCLUDES, BUT IS NOT LIMITED TO, COMPACTION OF SUBGRADE, FURNISHING, PLACING, COMPACTING, AND TRIMMING TO THE PROPER GRADE. MODIFIED SUBBASE SHALL BE COMPACTED IN ACCORDANCE WITH TYPE A COMPACTION. MODIFIED SUBBASE SHALL BE COMPACTED IN ACCORDANCE WITH MOISTURE AND DENSITY REQUIREMENTS. BASIS OF PAYMENT SHALL BE PER SQUARE YARD OF SUBBASE INSTALLED. 7 4040-A SUBDRAIN, TYPE 1B, HDPE, 6 INCH WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS SECTION 4040, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. ENGINEERING FABRIC SHALL BE USED AND SHALL BE INCIDENTAL TO THIS ITEM. BASIS OF PAYMENT SHALL BE PER EACH. 8 4040-C-1 SUBDRAIN CLEANOUT, TYPE A-1, 6 INCH WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS SECTION 4040, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. SEE UPDATED DETAIL ON B SHEET. BASIS OF PAYMENT SHALL BE PER EACH. 9 4040-999-C-1 SUBDRAIN CLEANOUT, TYPE A-1, 6 INCH, ADJUST WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS SECTION 4040, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. THIS ITEM SHALL INCLUDE ALL MATERIAL, LABOR, AND EQUIPMENT TO ADJUST EXISTING CLEANOUT INTO NEW PROPOSED PAVEMENT AREA. BASIS OF PAYMENT SHALL BE PER EACH. 10 6010-A STORM MANHOLE, SW-401, 48 INCH WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS SECTION 6010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. TYPE F: PCC CASTING WITH HEIGHT ADJUSTMENT MECHANISM SHALL BE USED INCIDENTAL TO THIS ITEM. PC CONNECTION SHALL BE CONSIDERED INCIDENTAL, IF REQUIRED. BASIS OF PAYMENT SHALL BE PER EACH. 11 6010-B INTAKE, SW-512, 24' DIA WITH TYPE 4B CASTING WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS SECTION 6010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. SHALL INCLUDE INCIDENTAL SEGMENTS OF PIPE TO ALLOW FOR CONDITION, IF NEEDED. BASIS OF PAYMENT SHALL BE PER EACH. 12 6010-E INTAKE ADJUSTMENT, MINOR WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS SECTION 6010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. REFER TO SPECIFICATION. NEW CASTING AS SHOWN IN THE DETAILS SHALL BE INCIDENTAL TO THIS ITEM. BASIS OF PAYMENT SHALL BE PER EACH. 13 6010-H REMOVE MANHOLE WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS SECTION 6010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. REFER TO SPECIFICATION. THIS ITEM SHALL INCLUDE BYPASS PUMPING UNTIL NEW STRUCTURE CAN BE INSTALLED. BASIS OF PAYMENT SHALL BE PER EACH. 14 7010-A PAVEMENT, PCC, 6 INCH, C4 WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 7010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. CONCRETE SHALL BE A C-4 MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. SLAG IS NOT ALLOWED. CURB AND GUTTER SECTION IS INCLUDED IN THE AREA OF THIS ITEM AND SHALL BE INCIDENTAL TO PAVEMENT CONSTRUCTION. REINFORCEMENT SHALL BE EPOXY COATED. 6 INCH MODIFIED SUBBASE SHALL BE PLACED UNDER THE PAVEMENT AND IS PAID FOR UNDER A SEPARATE BID ITEM. NO ADDITIONAL PAYMENT FOR COLD WEATHER PAVING OPERATIONS. FINAL TRIMMING OF SUBGRADE AND SUBBASE, INTEGRAL CURB, BARS AND REINFORCEMENT, JOINTS AND SEALING, SURFACE CURING AND PAVEMENT PROTECTION, SAFETY FENCING, CONCRETE FOR RIGID HEADERS, AND BOXOUTS FOR FIXTURES SHALL BE INDCIDENTAL TO THIS ITEM. BASIS OF PAYMENT SHALL BE PER SQUARE YARD. SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 C 0 1 . d w g 5/ 6 / 2 0 2 6 5 : 5 9 : 1 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR C.01 QUANTITIES & ESTIMATE REFERENCE NOTES 9 ESTIMATE REFERENCE INFORMATION - BASE BID 15 7010-999-X PAVEMENT REINFORCING WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 7010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. THIS ITEM SHALL INCLUDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL 6, 6" X 6" (W2.9/W2.9) WELDED WIRE IN PAVEMENT. PAVEMENT AREA WILL BE PAID FOR SEPERATELY. BASIS OF PAYMENT SHALL BE PER SQUARE YARD. 16 7030-B REMOVAL OF CURB WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 7030, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. ALL REMOVALS TO BE MARKED AND MEASURED BY THE ENGINEER. FULL DEPTH SAW CUTS ALONG THE REMOVAL LIMITS ARE INCIDENTAL TO THIS ITEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL REMOVAL, EARTHWORK, SUBGRADE PREPARATION, MODIFIED SUBBASE AND PAVING EXPENSES DUE TO DAMAGED EDGES. ADDITIONAL REMOVAL TO BE DETERMINED BY ENGINEER. PAYMENT SHALL BE MADE FOR THE AREA OF PAVEMENT REMOVED REGARDLESS OF THICKNESS. BOXOUTS CUT AROUND EXISTING INTAKES ARE INCIDENTAL TO THIS ITEM. MEASUREMENT SHALL INCLUDE THE LENGTH OF EXISTING INTAKES. BASIS OF PAYMENT SHALL BE PER LINEAR FOOT REMOVED. 17 8010-999-A HANDHOLE, NON-TRAFFIC RATED WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 8010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. THIS ITEM SHALL INCLUDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL A NON-TRAFFIC RATED QUAZITE BOX FOR LIGHT POLE RELOCATIONS. THIS ITEM SHALL ALSO INCLUDE 10 FEET OR 2" CONDUIT EXTENSION FROM EXISTING QUAZITE BOX. BASIS OF PAYMENT SHALL BE PER EACH. 18 8010-999-B HANDHOLE, TRAFFIC RATED WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 8010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. THIS ITEM SHALL INCLUDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL TRAFFIC RATED QUAZITE BOX. BASIS OF PAYMENT SHALL BE PER EACH. 19 8020-B PAINTED PAVEMENT MARKINGS, WATERBORNE OR SOLVENT WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 8020, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. ALL LINES SHALL BE 4" WIDE. FOR CROSS HATCHING AREA, MATCH EXISTING CROSS HATCHING SPACING AND ANGLE. BASIS OF PAYMENT SHALL BE PER SQUARE FOOT. 20 8020-G PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 8020, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. REFER TO N SHEETS FOR LOCATIONS. BASIS OF PAYMENT SHALL BE PER EACH. 21 8030-A TEMPORARY TRAFFIC CONTROL WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 8030, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. REFER TO J SHEETS FOR MORE INFORMATION. BASIS OF PAYMENT SHALL BE PER LUMP SUM. 22 9010-A CONVENTIONAL SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 9010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. SEED ALL AREAS DISTURBED BY CONSTRUCTION AS INDICATED ON PLANS. THE COST FOR WATERING UNTIL SEED ESTABLISHMENT IS ACCEPTED SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. ROCK PICKING, FINISH GRADING, SEED BED PREP AND RESEEDING ARE CONSIDERED INCIDENTAL TO THIS ITEM. SEED AND FERTILIZER SHALL BE APPLIED PRIOR TO MULCHING. THE CONTRACTOR IS RESPONSIBLE FOR MOWING AND MAINTAINING SEEDED AREAS UNTIL THE PROJECT IS ACCEPTED BY THE OWNER. SEEDING OF AREAS DISTURBED OUTSIDE OF THE CONSTRUCTION LIMITS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. THE SEEDING RATE SHALL BE AT LEAST 260 LBS/ACRE. APPLY A 6-24-24, NITROGEN, PHOSPHATE, POTASH, COMMERCIAL FERTILIZER OR EQUIVALENT AT THE RATE OF 300 LBS PER ACRE. APPLY MULCHING PER MANUFACTERS RECOMMENDATIONS. THE AREAS SEEDED WILL NOT BE ACCEPTED WHEN A STAND OF GRASS HAS BEEN STABLISHED IN ACCORDANCE WITH SUDAS SECTION 9010 §3.10. BASIS OF PAYMENT SHALL BE PER LUMP SUM. 23 9040-A-1 SWPPP PREPARATION WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 9040, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR SWPPP PREPERATION. BASIS OF PAYMENT SHALL BE PER LUMP SUM. 24 9040-A-2 SWPPP MANAGEMENT WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 9040, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR SWPPP MANAGEMENT. BASIS OF PAYMENT SHALL BE PER LUMP SUM. 25 9040-D-1 FILTER SOCK, 9 INCH WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 9040, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. BASIS OF PAYMENT PER LINEAR FOOT. 26 9040-D-2 FILTER SOCKS, REMOVAL WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 9040, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. BASIS OF PAYMENT PER LINEAR FOOT. 27 9040-O-1 TRACK-OUT CONTROL WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 9040, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. BASIS OF PAYMENT PER SQUARE YARD. 28 9040-R TURF REINFORCEMENT MATS WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 9040, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. BASIS OF PAYMENT PER SQUARE. 29 9040-T-1 INLET PROTECTION DEVICE, INTAKE WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 9040, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. BASIS OF PAYMENT PER EACH. 30 11010-A CONSTRUCTION SURVEY WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 11010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. BASIS OF PAYMENT PER LUMP SUM. 31 11020-A MOBILIZATION WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 11020, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. ADA PARKING SIGNS, AND SIGN POSTS AS SHOWN IN THE N SHEETS SHALL BE INCIDENTAL TO THIS ITEM. BASIS OF PAYMENT PER LUMP SUM. 32 11050-A CONCRETE WASHOUT WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 11050, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. BASIS OF PAYMENT PER LUMP SUM. ESTIMATE REFERENCE INFORMATION - ALTERNATE BID A (ADDITIONAL PARKING) ITEM NO. ITEM CODE DESCRIPTION A1 2010-C CLEARING AND GRUBBING WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS REFERENCE SPECIFICATION SECTION 2010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND PLANS. BASIS OF PAYMENT SHALL BE LUMP SUM. A2 2010-D-1 TOPSOIL, ON-SITE WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS REFERENCE SPECIFICATION SECTION 2010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND PLANS. TOPSOIL WITHIN THE GRADING LIMITS OF THE PROJECT SHALL BE STRIPPED, SALVAGED, AND RESPREAD AT A MINIMUM DEPTH OF 6". ITEM INCLUDES HAULING OFF-SITE TO STORE AND HAULING BACK IN IF NEEDED. SALVAGED TOPSOIL SHALL REMAIN ON PROPERTY UNLESS AGREEMENTS MADE WITH THE PROPERTY OWNER. CONTRACTOR TO PAY FOR RESTORATION COST IF LOCATED OUTSIDE OF PROPERTY. BASIS OF PAYMENT SHALL BE PER CY. PAYMENT SHALL BE MADE BASED ON TEMPLATE QUANITIES AS FOLLOWS: STRIP: 195 CY SPREAD: 40 CY NET: 155 CY FOR USE ON BASE BID A3 2010-D-3 DEDUCT- TOPSOIL, OFF-SITE, BORROW WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS REFERENCE SPECIFICATION SECTION 2010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND PLANS. TOPSOIL BORROW MATERIAL WILL NOT BE MEASURED FOR PAYMENT. BASIS OF PAYMENT SHALL BE PER THE PLAN QUANTITY AS DESCRIBED IN TOPSOIL, ON-SITE. THIS BID ITEM SHALL BE OMITTED IF ALTERNATE BID A IS SELECTED FOR CONTRACT AWARD (REFER TO THE ALTERNATE BID A TOPSOIL ON-SITE BID ITEM DESCRIPTION FOR FURTHER INFORMATION) A4 2010-E EXCAVATION, CLASS 13 (UNCLASSIFIED EXCAVATION) WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS REFERENCE SPECIFICATION SECTION 2010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND PLANS. ALL EXCESS MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR AND HAULED OFFSITE. TOPSOIL SHALL BE PLACED AND SPREAD TO A MINIMUM THICKNESS OF 6" IN ALL DISTURBED TURF AREAS. BASIS OF PAYMENT SHALL BE PER CY. PAYMENT SHALL BE MADE BASED ON TEMPLATE QUANITIES AS FOLLOWS: CUT: 10 CY FILL: 850 CY NET: 840 CY BORROW ALL AREAS TO BE COMPACTED IN ACCORDANCE WITH THE TYPE A COMPACTION REQUIREMENTS AND THE PLANS. SHOULD SETTLEMENT OCCUR AFTER INITIAL CONSTRUCTION OF EMBANKMENTS THE CONTRACTOR SHALL BE REQUIRED TO CORRECT THE SETTLED AREAS AND PROVIDE MATERIAL TO REACH THE FINISHED GRADES DESIRED. ADDITIONAL COSTS MAY INCLUDE, BUT ARE NOT LIMITED TO, MOBILIZATION, TESTING, MATERIAL REQUIRED, HAULING, PLACEMENT AND COMPACTION OF MATERIAL. A5 2010-E EXCAVATION, BORROW WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS REFERENCE SPECIFICATION SECTION 2010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND PLANS. TRUCK COUNT METHOD SHALL NOT BE USED FOR MEASUREMENT. MEASUREMENT SHALL BE MEASURED AS INSTALLED. NO SHRINKAGE FACTOR SHALL BE USED. PAYMENT SHALL BE MADE BASED ON TEMPLATE QUANITIES OF INDENTIFIED IN EXCAVATION BID ITEM A6 2010-G SUBGRADE PREPARATION WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS SECTION 2010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. THE AREA SUBGRADE PREPARATION SHALL INCLUDE ALL PAVED AREAS AND SHALL EXTEND TWO FOOT BEYOND THE PAVING AS SHOWN IN THE PLANS. SUBGRADE AREAS SHALL BE COMPACTED IN ACCORDANCE WITH TYPE A COMPACTION. BASIS OF PAYMENT SHALL PER SQUARE YARD OF SUBGRADE COMPACTED. A7 2010-J CLASS A ROADSTONE SURFACING, 6 INCHES WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS SECTION 2010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. THIS ITEM SHALL MEET GRADATION NO. 10 OF THE IOWA DOT AGGREGATE GRADATION TABLE. THIS ITEM INCLUDES, BUT IS NOT LIMITED TO, COMPACTION, FURNISHING AND PLACING. CLASS A ROADSTONE SURFACING SHALL BE COMPACTED IN ACCORDANCE WITH TYPE A COMPACTION. BASIS OF PAYMENT SHALL BE PER SQUARE YARD OF SUFACING NSTALLED. A8 2010-J SUBBASE, MODIFIED, 6 INCHES WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS SECTION 2010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. THE AREA SUBBASE SHALL INCLUDE ALL PAVED AREAS AND SHALL EXTEND TWO FOOT BEYOND THE PAVING AS SHOWN IN THE PLANS. THIS ITEM INCLUDES, BUT IS NOT LIMITED TO, COMPACTION OF SUBGRADE, FURNISHING, PLACING, COMPACTING, AND TRIMMING TO THE PROPER GRADE. MODIFIED SUBBASE SHALL BE COMPACTED IN ACCORDANCE WITH TYPE A COMPACTION. MODIFIED SUBBASE SHALL BE COMPACTED IN ACCORDANCE WITH MOISTURE AND DENSITY REQUIREMENTS. BASIS OF PAYMENT SHALL BE PER SQUARE YARD OF SUBBASE INSTALLED. A9 6010-999-X INTAKE, 10 INCH WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH SUDAS SECTION 6010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. THIS ITEM SHALL INCLUDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL ADS NYLOPLAST 10" DRAIN BASIN. THIS ITEM SHALL INCLUDE ALL FITTINGS, CASTINGS, TEES, OUTLETS, AND ACCESSORIES REQUIRED FOR INSTALLATION AS SHOWN IN THE PLANS. CASTING USED SHALL BE A FLAT, STANDARD GRATE ASSEMBLY. BASIS OF PAYMENT SHALL BE PER EACH. A10 7010-A PAVEMENT, PCC, 6 INCH, C4 WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 7010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. CONCRETE SHALL BE A C-4 MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. SLAG IS NOT ALLOWED. CURB AND GUTTER SECTION IS INCLUDED IN THE AREA OF THIS ITEM AND SHALL BE INCIDENTAL TO PAVEMENT CONSTRUCTION. REINFORCEMENT SHALL BE EPOXY COATED. 6 INCH MODIFIED SUBBASE SHALL BE PLACED UNDER THE PAVEMENT AND IS PAID FOR UNDER A SEPARATE BID ITEM. NO ADDITIONAL PAYMENT FOR COLD WEATHER PAVING OPERATIONS. FINAL TRIMMING OF SUBGRADE AND SUBBASE, INTEGRAL CURB, BARS AND REINFORCEMENT, JOINTS AND SEALING, SURFACE CURING AND PAVEMENT PROTECTION, SAFETY FENCING, CONCRETE FOR RIGID HEADERS, AND BOXOUTS FOR FIXTURES SHALL BE INDICENTAL TO THIS ITEM. BASIS OF PAYMENT SHALL BE PER SQUARE YARD. A11 7010-999-X PAVEMENT REINFORCING WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 7010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. THIS ITEM SHALL INCLUDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL 6, 6" X 6" (W2.9/W2.9) WELDED WIRE IN PAVEMENT. PAVEMENT AREA WILL BE PAID FOR SEPERATELY. BASIS OF PAYMENT SHALL BE PER SQUARE YARD. A12 8020-B PAINTED PAVEMENT MARKINGS, WATERBORNE OR SOLVENT WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 8020, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. ALL LINES SHALL BE 4" WIDE. BASIS OF PAYMENT SHALL BE PER SQUARE FOOT. A13 8030-A TEMPORARY TRAFFIC CONTROL WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 8030, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. REFER TO J SHEETS FOR MORE INFORMATION. BASIS OF PAYMENT SHALL BE PER LUMP SUM. SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 C 0 1 . d w g 5/ 6 / 2 0 2 6 5 : 5 9 : 1 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR C.02 ESTIMATE REFERENCE NOTES 10 ESTIMATE REFERENCE INFORMATION - ALTERNATE BID A (ADDITIONAL PARKING) A14 9010-A CONVENTIONAL SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 9010, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. SEED ALL AREAS DISTURBED BY CONSTRUCTION AS INDICATED ON PLANS. THE COST FOR WATERING UNTIL SEED ESTABLISHMENT IS ACCEPTED SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. ROCK PICKING, FINISH GRADING, SEED BED PREP AND RESEEDING ARE CONSIDERED INCIDENTAL TO THIS ITEM. SEED AND FERTILIZER SHALL BE APPLIED PRIOR TO MULCHING. THE CONTRACTOR IS RESPONSIBLE FOR MOWING AND MAINTAINING SEEDED AREAS UNTIL THE PROJECT IS ACCEPTED BY THE OWNER. SEEDING OF AREAS DISTURBED OUTSIDE OF THE CONSTRUCTION LIMITS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. THE SEEDING RATE SHALL BE AT LEAST 260 LBS/ACRE. APPLY A 6-24-24, NITROGEN, PHOSPHATE, POTASH, COMMERCIAL FERTILIZER OR EQUIVALENT AT THE RATE OF 300 LBS PER ACRE. APPLY MULCHING PER MANUFACTERS RECOMMENDATIONS. THE AREAS SEEDED WILL NOT BE ACCEPTED WHEN A STAND OF GRASS HAS BEEN STABLISHED IN ACCORDANCE WITH SUDAS SECTION 9010 §3.10. BASIS OF PAYMENT SHALL BE PER LUMP SUM. A15 9040-D-1 FILTER SOCK, 9 INCH WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 9040, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. BASIS OF PAYMENT PER LINEAR FOOT. A16 9040-D-2 FILTER SOCKS, REMOVAL WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 9040, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. BASIS OF PAYMENT PER LINEAR FOOT. A17 9060-A-2 CHAIN LINK FENCE, COMMERCIAL, 72 INCH WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 9060, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. BASIS OF PAYMENT PER LINEAR FOOT. A18 9060-B GATES, CHAIN LINK, 72 INCH WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 9060, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. GATE POST DIAMETER SHALL MATCH FENCE POST DIAMETER. A MEANS SHALL BE PROVIDED TO BE ABLE TO PADDLE LOCK THE GATE AS WELL. BASIS OF PAYMENT PER EACH. A19 9070-A MODULAR BLOCK RETAINING WALL WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH THE SUDAS SECTION 9070, CITY OF AMES SUPPLEMENTAL SPECIFICATIONS AND THE PLANS. THIS ITEM INCLUDES ALL LABOR, MATERIAL, AND EQUIPMENT TO CONSTRUCT DECORATIVE BRICK RETAIINING WALL AS INDICATED IN THE PLANS. INCIDENTAL TO THIS ITEM IS ALL SUBBASE AND SUBGRADE PREP, SUBDRAIN INSTALLATION BEHIND THE WALL BASE, FILTER FABRIC, GEOGRID IF REQURIED BY MANUFACTURER, AND BACKFILL. AGGREGATE BASE COURSE LAYER SHALL BE INCIDENTAL AND FIRST ROW OF SEGEMENTAL BLOCKS AND NOT MEASURE FOR PAYMENT. BASIS OF PAYMENT PER SQUARE FOOT OF WALL FACE EXPOSED. SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 C 0 1 . d w g 5/ 6 / 2 0 2 6 5 : 5 9 : 1 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR C.03 ESTIMATE REFERENCE NOTES 11 X X X X X X X X X X X X V C V C V VC CLVT CLVT D V V M >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>> >> >> >> >>>>>>>>>> >>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> CO CO CO CO E E E E E E E E EEEEE EEEEEEE E E E E E E E E E E E E E >>>>>>>>>>>> >>>> >>>>>>>>>>>>>> >>>> >> E E E E EE E E E E E E EOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X E E E E E E E E E E E E l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE >>> > > > >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> G- D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G- D G- D G-D G-D G-D C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D- I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D-I C S C-D-I C S C-D-I C S C-D-I C S C-D-ICS C-D-ICS C-D-ICS C-D-ICS C-D-ICS EE l C-D-LUMEN C-D-L U M E N C-D-L U M E N C-D-L U M E N C-D-L U M E N C-D-L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N E E E G-D G-D G-D G-D E E E E E G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D F-D-W I N D S T R E A M F-D-W I N D S T R E A M F-D-W I N D S T R E A M F-D-W I N D S T R E A M F- D - W I N D S T R E A M F- D - W I N D S T R E A M F-D - W I N D S T R E A M F-D - W I N D S T R E A M F-D - W I N D S T R E A M F-D - W I N D S T R E A M F-D - W I N D S T R E A M F-D - W I N D S T R E A M F-D-W I N D S T R E A M F-D-W I N D S T R E A M F-D-W I N D S T R E A M F-D-W I N D S T R E A M F-D-W I N D S T R E A M C-D-LU M E N C-D-LU M E N C-D - L U M E N C-D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C-D - L U M E N C- D - L U M E N C-D - L U M E N F-D - M E T R O N E T F-D - M E T R O N E T F-D- M E T R O N E T F-D- M E T R O N E T F-D- M E T R O N E T F-D- M E T R O N E T F-D- M E T R O N E T F-D-M E T R O N E T F-D- M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T G-D G-D G-D G-D G-D G-D G-D G- D G-D E E E E E E E E E E E >> >> >> >> >>>>>>>>>>>>>>>>>>>> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>> CO CO CO >> >>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>CO R5' 92 0 920 920 920920920 92 0 920 920 920 920 92 0 92 0 920 92 0 920 91 9 91 9 919 919 92 1 921 921 921 921 921 92 1 921 921 92 1 92 1 92 1 92 1 92 1 92 1 92 1 92 1 92 1 921 92 1 921 921 92 1 92 1 92 1 92192 192 1 92 2 92 2 92 2 922 92 2 922 922 922 922 922 92 2 922 922 922 923 923 923 923 923923 92 3 923 923 923 923 923 924 92 4 92 4 924 R5' R1 5 ' R5' R5'R15 ' 226' 13 . 5 ' 17.44' 172.05' 18.5' 13 . 5 ' FUTURE CONFLICT WITH UTILITY POLE FUTURE CONFLICT WITH UTILITY POLE FUTURE PARKING LOT (TYP.) FUTURE STORM SEWER (TYP.) CONFLICT WITH LIGHT POLE AND HANDHOLE. SEE REMOVAL SHEETS. CONFLICT WITH LIGHT POLE AND HANDHOLE. SEE REMOVAL SHEETS. CONFLICT WITH HANDHOLE. INSTALL NEW TRAFFIC RATED HANDHOLE 920 920 921 92 1 921 92 2 922 92 2 922 922 14 . 4 2 % 10 . 0 8 % 12 . 2 4 % 13 . 6 9 % 6.61% 4.42% 3.67% 2.42% EXISTING GRANULAR ACCESS. SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 D 0 1 . d w g 5/ 6 / 2 0 2 6 5 : 5 9 : 3 0 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR D.01 R FEETSCALE 0 20 40 HORZ. OVERALL GRADING PLAN - BASE BID 12 X X X X X X X X X X X X V C V C V VC CLVT CLVT D V V M >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>> >> >> >> >>>>>>>>>> >>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> CO CO CO CO E E E E E E E E EEEEE EEEEEEE E E E E E E E E E E E E E >>>>>>>>>>>> >>>> >>>>>>>>>>>>>> >>>> >> E E E E EE E E E E E E EOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X E E E E E E E E E E E E l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE >>> > > > >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> G- D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G- D G- D G-D G-D G-D C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D- I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D-I C S C-D-I C S C-D-I C S C-D-I C S C-D-ICS C-D-ICS C-D-ICS C-D-ICS C-D-ICS EE l C-D-LUMEN C-D-L U M E N C-D-L U M E N C-D-L U M E N C-D-L U M E N C-D-L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N E E E G-D G-D G-D G-D E E E E E G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D F-D-W I N D S T R E A M F-D-W I N D S T R E A M F-D-W I N D S T R E A M F-D-W I N D S T R E A M F- D - W I N D S T R E A M F- D - W I N D S T R E A M F-D - W I N D S T R E A M F-D - W I N D S T R E A M F-D - W I N D S T R E A M F-D - W I N D S T R E A M F-D - W I N D S T R E A M F-D - W I N D S T R E A M F-D-W I N D S T R E A M F-D-W I N D S T R E A M F-D-W I N D S T R E A M F-D-W I N D S T R E A M F-D-W I N D S T R E A M C-D-LU M E N C-D-LU M E N C-D - L U M E N C-D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C-D - L U M E N C- D - L U M E N C-D - L U M E N F-D - M E T R O N E T F-D - M E T R O N E T F-D- M E T R O N E T F-D- M E T R O N E T F-D- M E T R O N E T F-D- M E T R O N E T F-D- M E T R O N E T F-D-M E T R O N E T F-D- M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T G-D G-D G-D G-D G-D G-D G-D G- D G-D E E E E E E E E E E E X X X X X XXX X X >> >> >> >> >>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>> CO CO CO >> >>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>CO R5'R5' R1 5 'R5' R5' 92 0 920 920 920920920 92 0 920 920 920 920 92 0 92 0 920 92 0 920 91 9 91 9 919 919 92 1 921 921 921 921 921 92 1 921 921 92 1 92 1 92 1 92 1 92 1 92 1 92 1 92 1 92 1 921 92 1 921 921 92 1 92 1 92 1 92192 192 1 92 2 92 2 92 2 922 92 2 922 922 922 922 922 92 2 922 922 922 923 923 923 923 923923 92 3 923 923 923 923 923 924 92 4 92 4 924 R5' R1 5 ' R5' R5'R15 ' RETAINING WALL 92 0 92 0 92 0 920 920 920 92 1 92 1 92 1 92 1 92 1 922 92 2 922 922 92 2 922 92 2 92 2 92 2 922 92 2 92 2 922 922 117.5' 226' 13 . 5 ' 17.44' 172.05' 18.5' 13 . 5 ' 133' 43 . 5 ' FUTURE CONFLICT WITH UTILITY POLE FUTURE CONFLICT WITH UTILITY POLE FUTURE PARKING LOT (TYP.) FUTURE STORM SEWER (TYP.) CONFLICT WITH LIGHT POLE AND HANDHOLE. SEE REMOVAL SHEETS. CONFLICT WITH LIGHT POLE AND HANDHOLE. SEE REMOVAL SHEETS. CONFLICT WITH HANDHOLE. INSTALL NEW TRAFFIC RATED HANDHOLE 11 . 3 1 % 9. 6 9 % 5. 1 0 % 12.89% 7.61% 10 . 5 0 % 5. 3 1 % 4. 8 4 % 6.62% 1.90% 3.28% 11 . 7 1 % 0.97% EXISTING GRANULAR ACCESS.CLASS A ROADSTONE, SURFACING CLASS A ROADSTONE, SURFACING SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 D 0 1 . d w g 5/ 6 / 2 0 2 6 5 : 5 9 : 3 1 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR D.02 R FEETSCALE 0 20 40 HORZ. OVERALL GRADING PLAN - ALTERNATE BID A 13 V CO CO511+00 52 1 + 0 0 PI: 5 2 0 + 7 5 . 6 5 92 1 . 0 2 T C 92 0 . 5 2 F G 92 1 . 5 5 T C 92 1 . 0 5 F G 921 . 6 8 T C 921. 1 8 F G 92 2 . 2 1 T C 92 1 . 7 1 F G 922.50 TC 922.01 FG 922.56 TC 922.06 FG 922.57 TC 922.07 FG 922.40 TC 921.90 FG 922.36 TC 921.86 FG 922.00 TC 921.50 FG 92 2 . 3 5 T C 92 1 . 8 5 F G 92 2 . 5 0 T C 92 2 . 0 0 F G 922.55 TC 922.05 FG 92 2 . 7 2 T C 92 2 . 2 2 F G 921 921 92 2 . 8 5 T C 92 2 . 3 5 F G 2.9% 1.9% 2.2% 2. 3 % 3.0% 3.6%2.7%2.5%3.1%1.1%2.0%1.7%0.8%0.8%1.2% 92 2 . 5 6 T C 92 2 . 0 6 F G 92 2 . 4 8 T C 92 1 . 9 9 F G 0.8 % 0.8 % 0.8 % 0.8 % 1+00 2+00 92 2 . 3 5 T C 92 1 . 8 5 F G 92 1 . 5 7 T C 92 1 . 0 7 F G 92 1 . 2 9 T C 92 0 . 7 9 F G 2.9%1.3%2.9%1.3%1.3%1.6% 3.6%2.7%2.6%1.1%1.3% 0. 7 % 0. 7 % 0. 7 % 1. 1 % 1. 1 % 1. 1 % 1. 3 % 1. 0 % 0. 7 % 1. 0 % 0. 9 % 0. 7 % 0. 7 % 0. 7 % 0. 7 % 0. 2 % 0. 7 % 0. 7 % 0. 7 % 0. 7 % 0. 7 % 0. 7 % 0. 7 % 3.3%2.7%2.7%1.3%1.3% 3.9%2.6%2.6%1.4%1.3% 92 0 . 8 7 T C 92 0 . 8 3 F G 921 . 3 5 T C 920 . 8 5 F G 921.76 TC 921.59 EG 921.66 TC 921.49 EG 921.56 TC 921.39 EG 921.53 TC 921.29 EG 92 1 . 7 9 T C 92 1 . 2 9 E G 921.91 TC 921.67 EG 92 2 . 1 8 T C 92 1 . 6 8 E G 4.0% 92 2 . 1 9 T C 92 1 . 7 7 F G 3.4% 2.6% 3.8% 2.0% 92 2 . 4 2 T C 92 1 . 9 3 F G 922 . 4 8 T C 921 . 9 8 F G 0. 7 % 0. 6 % 1.6% 1.6% 1.6% 3.2% 0.2% 1.6% 0.4% 0.1% BASE BID GRADING LIMITS 1. 3 % MA T C H L I N E 921. 1 5 921. 1 0 920. 7 8 920. 5 0 920. 2 2 920. 0 8 920. 2 6 920. 4 6 920. 5 3 920. 6 1 920. 4 9 920. 1 1 920. 0 4 922 . 0 4 922 . 1 3 922 . 2 2 921 . 3 9 921 . 5 3 921 . 6 6 920 . 9 2 920 . 8 0 920 . 7 1 920 . 2 2 920 . 4 0 920 . 4 9 920 . 5 7 920 . 6 6 920 . 9 2 920 . 7 5 920 . 8 3 920 . 3 1 922 . 2 3 922 . 1 4 921 . 8 8 921 . 8 9 921.73 919 . 5 9 919 . 4 1 919 . 3 7 919 . 4 8 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 E 0 1 . d w g 5/ 6 / 2 0 2 6 5 : 5 9 : 5 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR E.01 R FEETSCALE 0 5 10 HORZ. DETAILED GRADING - BASE BID GRADING LEGEND EXISTING SLOPE PROPOSED SLOPE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING CONTOUR PROPOSED CONTOUR LIMITS OF GRADING CRITICAL BREAKLINE PAVEMENT JOINT XXXX.XX XXXX.XX XXXX XXXX X.XX X.X 14 V CO COCO512+00 513+00 520 + 0 0 52 1 + 0 0 BP: 5 2 0 + 0 0 . 0 0 PI: 5 2 0 + 7 5 . 6 5 92 1 . 5 5 T C 92 1 . 0 5 F G 92 0 . 9 2 T C 92 0 . 4 2 F G 923.26 TC 922.76 FG 92 2 . 8 2 T C 92 2 . 3 2 F G 922.19 TC 921.78 FG92 2 . 2 6 T C 92 1 . 7 6 F G 921.87 TC 921.37 FG 921 . 5 0 T C 921 . 0 0 F G 923.00 TC 922.50 FG 922.33 TC 921.63 FG 2.0% 1.4% 1.9% 1.3 % 92 3 . 0 9 T C 92 2 . 5 9 F G 0.8%1.2%1.2%1.8%2.2%2.8%0.8%2.1%2.3%2.3% 0.3 % 0.5 % 0.5 % 0.5 % 3+00 1.6% 0. 7 % 0. 7 % 0. 7 % 0. 7 % 0. 4 % 0. 7 % 0. 7 % 0. 7 % 0. 7 % 0. 7 % 0. 7 % 0. 7 % 1. 2 % 0. 7 % 1. 4 % 1. 2 % 1. 6 % 1. 6 % 1. 6 % 1. 6 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 0. 7 % 1.6%1.6% 921 . 1 7 T C 920. 6 7 F G 92 0 . 7 3 T C 92 0 . 6 9 F G 92 0 . 8 7 T C 92 0 . 8 3 F G 921 . 3 5 T C 920 . 8 5 F G 92 0 . 7 7 T C 92 0 . 7 3 F G 1.6% 92 1 . 5 5 T C 92 1 . 0 5 F G 92 2 . 4 6 T C 92 1 . 9 6 F G 3.4%3.4%3.4%2.0% 2. 0 % 921.79 TC 921.62 EG 921.85 TC 921.69 EG 921.88 TC 921.71 EG 921.89 TC 921.66 EG 92 2 . 1 6 T C 92 1 . 6 6 E G 92 2 . 6 8 T C 92 2 . 1 8 F G 922.50 TC 922.06 FG 2. 2 % 2. 1 % 2. 2 % 92 2 . 0 6 T C 92 1 . 5 6 E G 921.79 TC 921.56 EG 2. 0 % 92 2 . 3 0 T C 92 1 . 8 0 F G 1.6% 1.6% 1.6% 1.5% 1.6% 1.6% 2.6% 3.0% 2.6% 3.0% 3.0% 2.6% 2.8% 3.0% 2.4% 1.3% 1.6% 1.1% 922 . 9 2 T C 922. 4 2 F G 1.7 % 2.0% 92 2 . 3 1 T C 92 1 . 8 3 F G 92 2 . 2 8 T C 92 1 . 6 9 F G 1.1% 1.8% 92 2 . 2 5 T C 92 1 . 7 5 F G 922.22 TC 921.72 FG 922.38 TC 921.88 FG 920 921 922 MA T C H L I N E FUTURE SIDEWALK 920. 5 3 920. 6 1 920. 4 9 920. 3 7 920. 1 6 919. 9 8 920. 2 7 920. 5 2 920. 5 8 920. 7 9 920 . 9 8 919. 9 7 920. 0 5 920 . 9 2 920 . 7 5 920 . 8 3 920 . 6 1 920 . 4 3 920 . 5 2 920 . 2 9 920 . 1 2 920 . 2 0 920 . 8 5 920 . 6 0 920 . 6 9 921 . 6 8 921 . 2 9 921 . 4 8 922 . 2 3 921 . 7 4 921 . 9 8 920 . 6 8 922 . 3 7 922 . 1 0 921 . 9 4 922 . 0 0 921 . 7 9 919 . 5 9 919 . 4 1 919 . 3 7 919 . 4 8 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 E 0 1 . d w g 5/ 6 / 2 0 2 6 5 : 5 9 : 5 5 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR E.02 R FEETSCALE 0 5 10 HORZ. DETAILED GRADING - BASE BID GRADING LEGEND EXISTING SLOPE PROPOSED SLOPE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING CONTOUR PROPOSED CONTOUR LIMITS OF GRADING CRITICAL BREAKLINE PAVEMENT JOINT XXXX.XX XXXX.XX XXXX XXXX X.XX X.X 15 V >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CO 92 2 . 9 4 T C 92 2 . 4 4 F G 922.67 TC 922.17 FG 92 2 . 5 8 T C 92 2 . 0 8 F G 920920 921 92 1 92 3 . 0 4 T C 92 2 . 5 4 F G 92 2 . 6 9 T C 92 2 . 1 9 F G 12+00 0. 3 % 0. 3 % 1. 2 % 0. 8 % 1. 3 % 1. 3 % 1. 3 % 1. 3 % 1. 3 % 1. 3 % 1. 3 % 0. 8 % 0. 4 % 0. 4 % 0. 4 % 1. 9 % 92 2 . 9 1 T C 92 2 . 4 1 F G 1. 3 % 92 2 . 8 0 T C 92 2 . 3 1 F G 1. 3 % 92 2 . 7 1 T C 92 2 . 2 2 F G 1. 3 % 92 2 . 7 1 T C 92 2 . 2 2 F G 1. 3 % 1. 3 % 92 2 . 8 1 T C 92 2 . 3 1 F G 1. 3 % 92 2 . 9 4 T C 92 2 . 4 5 F G 92 3 . 0 4 T C 92 2 . 5 4 F G 0. 4 % 1. 0 % 0.8% 0.2% 1.0% 0.5% 0.5% 0.5% 1.0% 0.5% 0.5% 0.5% 0.9% 0.5% 0.9% 0.5% 1.0% 0.5% 1.0% 1.0% 1.0% 0.5% 2. 1 % 1. 0 % 0. 1 % 0. 0 % 0.1% 0.3% 0. 4 % 0. 4 % 1.0% 1.0% 92 2 . 4 2 T C 92 2 . 1 3 F G 0.5% GRADING LIMITS ALTERNATE BID A FUTURE INTAKE FUTURE JOINTS MA T C H L I N E FUTURE SUBDRAIN AND CLEANOUT 921 921 92 2 922 922 . 1 1 922 . 0 8 922 . 0 4 922 . 0 8 921 . 9 4 921 . 8 4 921 . 9 9 921 . 8 3 921 . 6 8 921 . 9 7 921 . 8 1 921 . 6 5 921 . 9 9 921 . 8 3 921 . 6 8 922 . 0 8 921 . 9 3 921 . 8 2 922 . 3 8 922 . 3 3 922 . 2 7 922 . 2 2 922 . 1 5 922 . 0 9 922 . 0 8 922 . 0 8 922 . 1 3 922 . 4 2 922 . 4 4 922 . 3 6 CLASS A ROADSTONE, SURFACING M >> >> >> >> >> >> >> >> >> >> >> CO 922 . 0 0 T C 921 . 5 0 F G 92 2 . 9 4 T C 92 2 . 4 4 F G 92 2 . 5 9 T C 92 2 . 0 9 F G 92 2 . 0 4 T C 92 1 . 5 4 F G 92 1 . 6 0 T C 92 1 . 1 0 F G 921 . 7 5 T C 921 . 2 5 F G 922 . 6 7 T C 922 . 1 7 F G 922.5 8 T C 922. 0 8 F G 922. 2 1 T C 921.7 1 F G 92 2 . 5 5 T C 92 2 . 0 5 F G 1.0% 5. 0 % 11 + 0 0 921 . 5 3 T C 921 . 2 9 E G 921. 7 9 T C 921. 2 9 E G 0.3% 1.9% 92 2 . 9 1 T C 92 2 . 4 1 F G 0.5 % 921 . 1 6 T C 920 . 9 9 E G 921 . 1 0 T C 920 . 9 4 E G 921 . 0 6 T C 920 . 8 9 E G 921 . 0 2 T C 920 . 8 5 E G 920 . 9 8 T C 920 . 8 1 E G 921 . 0 3 T C 920 . 8 0 E G 921. 3 0 T C 920. 8 0 E G 921 . 2 4 T C 921 . 0 0 E G 921.5 1 T C 921. 0 1 E G 2.1% 1.0% 0.1% 0.0% 1.3% 1.4% 2.5% 0.1 % 2.4 % 1.1 % 4.0 % 5.3 % 6.1 % 4.9 % 0.4%0.4%0.4%0.4% 92 1 . 8 7 T C 92 1 . 3 7 F G 92 1 . 6 8 T C 92 1 . 1 8 F G 3.3 % 922. 5 7 T C 922. 0 7 F G 922. 1 2 T C 921. 6 2 F G 922. 4 2 T C 922. 1 3 F G 0.5 % 92 2 . 4 5 T C 92 1 . 9 5 F G GRADING LIMITS BASE BID AND ALTERNATE BID A 92 1 . 8 0 T C 92 1 . 3 0 F G MATC H L I N E FU T U R E S U B D R A I N A N D C L E A N O U T 92 2 . 1 1 92 2 . 0 8 92 2 . 0 8 92 1 . 7 9 92 1 . 6 8 92 1 . 2 4 92 1 . 4 6 92 1 . 6 4 92 2 . 1 3 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 E 0 1 . d w g 5/ 6 / 2 0 2 6 5 : 5 9 : 5 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR E.03 R FEETSCALE 0 5 10 HORZ. DETAILED GRADING - ALTERNATE BID A GRADING LEGEND EXISTING SLOPE PROPOSED SLOPE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING CONTOUR PROPOSED CONTOUR LIMITS OF GRADING CRITICAL BREAKLINE PAVEMENT JOINT XXXX.XX XXXX.XX XXXX XXXX X.XX X.X R 16 V X X X X X X X X X X X X X X X X X X X X X X XXXX X X X XXXX X X X X X X X X X X >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> CO511+00 512+00 52 1 + 0 0 PI: 5 2 0 + 7 5 . 6 5 92 1 . 0 2 T C 92 0 . 5 2 F G 92 1 . 5 5 T C 92 1 . 0 5 F G 92 0 . 9 2 T C 92 0 . 4 2 F G 920920 921 92 1 922.25 TOP WALL 919.41 FG 922.25 TOP WALL 919.59 FG 920.00 TOP WALL 919.37 FG 920.00 TOP WALL 919.48 FG 2.9% 92 3 . 0 4 T C 92 2 . 5 4 F G 18.4' 18 . 7 ' 12+00 13+00 92 1 . 5 7 T C 92 1 . 0 7 F G 92 1 . 2 9 T C 92 0 . 7 9 F G 2.9%1.3%1.3%1.6% 0. 7 % 1.6%1.6% 921 . 1 7 T C 920. 6 7 F G 92 0 . 7 3 T C 92 0 . 6 9 F G 92 0 . 8 7 T C 92 0 . 8 3 F G 921 . 3 5 T C 920 . 8 5 F G 92 0 . 7 7 T C 92 0 . 7 3 F G 1.6% 92 1 . 5 5 T C 92 1 . 0 5 F G 3.4%3.4% PEDESTRIAN DROP CURB 1. 3 % 0. 8 % 0. 4 % 0. 4 % 0. 4 % 1. 3 % 92 2 . 8 1 T C 92 2 . 3 1 F G 1. 3 % 92 2 . 9 4 T C 92 2 . 4 5 F G 92 3 . 0 4 T C 92 2 . 5 4 F G 0. 4 % 1. 0 % 0.5% 0.5% 0.9% 0.5% 0.9% 0.5% 1.0% 0.5% 1.0% 1.0% 1.0% 0.5% 0. 4 % 0. 4 % 1.0% 1.0% ALTERNATE BID A GRADING LIMITS GRADING LIMITS ALTERNATE BID A CONSTRUCTION OF WALL, FENCE, GATE, AND INTAKE SHALL ONLY BE REQUIRED IF ALTERNATE BID A IS COMPLETED. 4' 92 0 92 0 92 0 920 920 921 921 921 922 92 2 922 922 . 0 8 921 . 9 3 921 . 8 2 922 . 3 8 922 . 3 3 922 . 2 7 922 . 2 2 922 . 1 5 922 . 0 9 922 . 4 2 922 . 4 4 922 . 3 6 919 . 5 9 919 . 4 1 919 . 3 7 919 . 4 8 CLASS A ROADSTONE, SURFACING CLASS A ROADSTONE, SURFACINGBEACON AREA EXISTING CONSTRUCTION ACCESS AREA FOR OVERFLOW PARKING SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 E 0 1 . d w g 5/ 6 / 2 0 2 6 5 : 5 9 : 5 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR E.04 R FEETSCALE 0 5 10 HORZ. DETAILED GRADING - ALTERNATE BID A GRADING LEGEND EXISTING SLOPE PROPOSED SLOPE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING CONTOUR PROPOSED CONTOUR LIMITS OF GRADING CRITICAL BREAKLINE PAVEMENT JOINT XXXX.XX XXXX.XX XXXX XXXX X.XX X.X 17 X X X X X X X X X X X X V C V C V VC CLVT CLVT D V V V V M CO >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>> >> >> >> >>>>>>>>>> >>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> CO CO CO CO E E E E E E E E EEEEE EEEEEEE E E E E E E E E E E E E E >>>>>>>>>>>> >>>> >>>>>>>>>>>>>> >>>> >> E E E E EE E E E E E E EOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X E E E E E E E E E E E E l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE > > > > > > > > >> > > > > > > > > > > > > > > > > > >>> > > > >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> G- D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G- D G- D G-D G-D G-D C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D- I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D - I C S C-D-I C S C-D-I C S C-D-I C S C-D-I C S C-D-ICS C-D-ICS C-D-ICS C-D-ICS C-D-ICS EE l C-D-LUMEN C-D-L U M E N C-D-L U M E N C-D-L U M E N C-D-L U M E N C-D-L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N E E E l G-D G-D G-D G-D E E E E E G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D > > > > > > > > F-D-W I N D S T R E A M F-D-W I N D S T R E A M F-D-W I N D S T R E A M F-D-W I N D S T R E A M F- D - W I N D S T R E A M F- D - W I N D S T R E A M F-D - W I N D S T R E A M F-D - W I N D S T R E A M F-D - W I N D S T R E A M F-D - W I N D S T R E A M F-D - W I N D S T R E A M F-D - W I N D S T R E A M F-D-W I N D S T R E A M F-D-W I N D S T R E A M F-D-W I N D S T R E A M F-D-W I N D S T R E A M F-D-W I N D S T R E A M C-D-LU M E N C-D-LU M E N C-D - L U M E N C-D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C-D - L U M E N C- D - L U M E N C-D - L U M E N F-D - M E T R O N E T F-D - M E T R O N E T F-D- M E T R O N E T F-D- M E T R O N E T F-D- M E T R O N E T F-D- M E T R O N E T F-D- M E T R O N E T F-D-M E T R O N E T F-D- M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T G-D G-D G-D G-D G-D G-D G-D G- D G-D E E E E E E E E E E E INTAKE ADJUSTMENT, MINOR. INSTALL SUDAS SW-604 TYPE 6 CASTINGS. REMOVE TREE. ALTERNATE BID A. REMOVE MANHOLE PROTECT EX CLEAN OUT PROTECT EX CLEAN OUT EX SUBDRAIN CLEAN OUT TO BE ADJUTED EX LIGHT POLE TO BE RELOCATED BY OTHERS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE RELOCATION WITH UTILITY OWNER. CONTRACTOR IS RESPONSIBLE FOR EXTENDING CONDUIT AND PLACING NEW HANDHOLES BEHIND BACK OF CURB. CONFIRM REQUIREMENTS WITH AMES ELECTRIC. PROTECT TREE REMOVE AND REPLACE WITH TRAFFIC-RATED QUAZITE BOX EX SUBDRAIN CLEAN OUT TO BE ADJUTED REMOVE SHRUB FIELD LOCATE GUY WIRE. COORDINATE WITH UTILITY TO DETERMINE IF LOCATION SHOULD BE CHANGED. ALTERNATE BID A. PROTECT EX INTAKES ALTERNATE BID A LINEWORK SHOWN FOR REFERENCE. PROTECT EXISTING ELECTRIC METER PROTECT EXISTING POWER POLE FIELD LOCATE AND VERIFY DEPTH THROUGH IMPROVEMENTS. COORDINATE WITH UTILITY IF REQUIRED LOWERING/RELOCATION PROTECT EXISTING TREE PROTECT EX SUBDRAIN PROTECT EX SUBDRAIN PROTECT EX SUBDRAIN EX LIGHT POLE TO BE RELOCATED BY OTHERS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE RELOCATION WITH UTILITY OWNER. CONTRACTOR IS RESPONSIBLE FOR EXTENDING CONDUIT AND PLACING NEW HANDHOLES BEHIND BACK OF CURB. CONFIRM REQUIREMENTS WITH AMES ELECTRIC. PROTECT EXISTING POWER POLE PROTECT EXISTING HANDHOLE BASE BID LINEWORK SHOWN FOR REFERENCE. PROTECT EX TREE PROTECT EX TREE PROTECT EX SUBDRAIN EX ROTATING BEACON. DO NOT DISTURB EX ROTATING BEACON POWER. DO NOT DISTURB. PRIVATE UTILITY LINE. CONTRACTOR TO LOCATE EX STORM SEWER USE AS CONSTRUCTED SAWCUT AND REMOVE CURB SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 F 0 1 . d w g 5/ 6 / 2 0 2 6 6 : 0 0 : 1 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR F.01 R FEETSCALE 0 20 40 HORZ. EXISTING CONDITIONS AND REMOVALS REMOVAL PLAN NOTES: 1.ANY EXISTING PAVEMENT TO REMAIN THAT IS DAMAGED THROUGH THE ACTION OF REMOVAL SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 2.ANY DAMAGE TO THE TERMINAL BUILDING SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 3.CONTRACTOR SHALL VERIFY AWOS DATA CABLE LOCATION, FUEL SYSTEM, POWER LOCATION, AND QUAZITE BOX CONTENT NEAR SIDEWALK. THIS SHALL INCLUDE CHECKING AGAINST THE PROPOSED IMPROVEMENTS AND VALIDATING EXISTING DEPTHS AND LOCATIONS. CONTRACTOR TO CONSULT THE FINDINGS WITH THE ENGINEER. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL PUBLIC AND PRIVATE UTILITIES. KNOWN UTILITIES BOTH PRIVATE AND PUBLIC HAVE BEEN SHOWN WHERE KNOWN FROM PAST RECORDS, BUT THE EXISTENCE OF OTHER UTILITIES MAY BE PRESENT AND STILL NEED TO BE LOCATED. 5.CONTRACTOR SHALL TAKE CARE TO PROTECT ANY EXISTING ITEMS WHICH ARE TO REMAIN OR BE UTILIZED IN THE PROJECT SCOPE. ANY DAMAGE CAUSED TO THE EXISTING ITEMS DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY ACCESS OR CONSTRUCTION ACTIVITIES TO ORIGINAL CONDITIONS AT THE CONTRACTOR'S EXPENSE. THIS MAY INCLUDE SCARIFYING AND RE-SEEDING OR OTHER RESTORATION EFFORTS AS REQUIRED. 7.ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM SITE AND SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND PROPERLY DISPOSED OF OFF AIRPORT PROPERTY. 18 X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X V C CV V C V C V VC CLVT CLVT D V V V V V M CO CO CO CO CO CO CO CO CO CO CO TLO F A TLO F A TLO F A TLO F A TL O F A TLO F A TLO F A TLO F A TLO F A TLO F A TLO F A TL O F A TL O F A TL O F A TLO F A TLO F A TLO F A TLO F A TLO F A TLO F A TLO F A TLO F A TL O F A X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXX X X X X X l OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOC D 0+00 1+00 2+00 3+00 4+00 4+59.05 BP : 0 + 0 0 . 0 0 EP : 4 + 5 9 . 0 5 10+00 11+00 12+00 13+00 14+00 15+00 15+69.67 BP : 1 0 + 0 0 . 0 0 EP : 1 5 + 6 9 . 6 7 4243 44 17 13 50 4145 L1 L2 X XX FUTURE ALTERNATE BID A BASE BID ALIGNMENT - BASE BID NUMBER L2 START STATION 0+00 END STATION 4+59.05 LENGTH 459.05' DELTA RADIUS CHORD START NORTHING 3,462,791.77 START EASTING 4,887,749.17 END NORTHING 3,462,829.71 END EASTING 4,888,206.65 LINE / CHORD DIRECTION N85° 15' 33"E ALIGNMENT - ALTERNATE A BID NUMBER L1 START STATION 10+00 END STATION 15+69.67 LENGTH 569.67' DELTA RADIUS CHORD START NORTHING 3,462,883.88 START EASTING 4,887,686.96 END NORTHING 3,462,931.05 END EASTING 4,888,254.67 LINE / CHORD DIRECTION N85° 15' 02"E POINT NORTHING-EASTING DATA POINT NUMBER 13 17 41 42 43 44 45 50 RAW DESCRIPTION CNT /CUT X VFCP / CUT X BOC VFCP / 5/8" RBR OPC VFCP / CUT X INTAKE VFCP / CUT X INTAKE VFCP / CUT X TRANSFORMER PAD VFCP / 5/8" RBR OPC VFBM / TIP OF RR SPIKE HEAD IN PPOLE ELEVATION 921.446 923.648 920.097 919.994 918.391 922.750 923.244 921.434 NORTH 3462874.72 3462660.50 3463120.73 3463475.89 3463475.72 3462819.52 3463132.68 3462917.28 EAST 4888160.99 4888040.34 4888281.87 4888070.66 4887807.67 4887718.55 4887836.02 4888087.01 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 G 0 1 . d w g 5/ 6 / 2 0 2 6 6 : 0 0 : 2 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR G.01 R FEETSCALE 0 50 100 HORZ. SITE LAYOUT & CONTROL 19 X X X X X X X X X X X X V C V C V VC CLVT CLVT D V V M CO CO CO CO X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X G-D G-D G-D G-D G-D G-D G-D G- D G-D X X X X X XXX X XCO CO CO CO AHE A D WOR K ROA D W20 - 1 (48 X 4 8 ) ONE LAN E ROA D AHE A D W20 - 4 (48 X 4 8 ) AHEA DWORKROAD W20- 1 (48 X 4 8 ) ONELANE ROAD AHEA D W20- 4 (48 X 4 8 ) CHANNELIZER (TYP.) AHEA D WORK ROAD W20- 1 (48 X 4 8 ) ONELANEROADAHEA D W20- 4 (48 X 4 8 ) AHEA D WORK ROAD W20- 1(48 X 4 8 ) ONELANEROADAHEA D W20- 4 (48 X 4 8 ) TYPE III BARRICADE OR EQUIVALENT (TYP.) SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 J 0 1 . d w g 5/ 6 / 2 0 2 6 6 : 0 0 : 4 1 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR J.01 R FEETSCALE 0 20 40 HORZ. CONSTRUCTION SAFETY 20 V C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N CO CO L- 1 L- 1 L- 1 L- 1 L- 1 L- 1 L- 1 L- 1 L- 1 L- 1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 BT-5 BT-5 BT-5 BT-5 BT-5 BT-5 BT-5BT-5 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L- 1 L- 1 L-1 L-1 L-1 L-1L-1 L-1 L-1 ED ED ED ED C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C CC 226' 13 . 5 ' 17.4'172' 9.5'9'8'9.3'8.7'9'9'10.1'10.1'10'10'10'10' 9. 2 5 ' 9. 2 5 ' 12 . 5 ' 12 . 5 ' 9. 2 5 ' 9. 2 5 ' R1 5 ' R5' R5' R5'2.99' 3.1 5 ' 2' 13 . 5 ' 7.74' 1.1 2 ' 2' MATCH JOINTS ON ADJACENT PAVEMENT 10 . 2 1 ' BT-5 BT-5EE E E EE REBAR IN BOXOUT AS PER B SHEETS. INCIDENTAL TO PAVEMENT C C MA T C H L I N E L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 L 0 1 . d w g 5/ 6 / 2 0 2 6 6 : 0 1 : 0 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR L.01 R FEETSCALE 0 5 10 HORZ. JOINTING - BASE BID JOINTING LEGEND JOINT TYPE. REFER TO FIGURE 7010.101 REINFORCED PANEL WITH 6G W2.9 WW MESH XX-X OR XXX 21 V CO l l l l l G-D G-D G-D G-D COCO L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 BT-5BT-5 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L- 1 L- 1 L- 1 L- 1 L- 1 L- 1 L- 1 L- 1 L- 1 L- 1 L-1L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 ED ED ED ED C C C C C BT-5 BT-5 BT-5 BT-5 BT-5 BT-5 C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C 226' 172'18.5' 14 ' 10'10'10'10'10'9.7'9'9'9'9'9'9.5'9' R5' R5' R15 ' 1.97' R5' 3.1 8 ' 2' 7.55' 1.6 8 '2' 13 . 5 ' 9. 2 5 ' 9. 2 5 ' 12 . 5 ' 12 . 5 ' 9. 2 5 ' 10 . 2 1 ' REBAR IN BOXOUT AS PER B SHEETS. INCIDENTAL TO PAVEMENT REBAR IN BOXOUT AS PER B SHEETS. INCIDENTAL TO PAVEMENT BT-5 BT-5EE E E EE MA T C H L I N E L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 L 0 1 . d w g 5/ 6 / 2 0 2 6 6 : 0 1 : 0 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR L.02 R FEETSCALE 0 5 10 HORZ. JOINTING - BASE BID JOINTING LEGEND JOINT TYPE. REFER TO FIGURE 7010.101 REINFORCED PANEL WITH 6G W2.9 WW MESH XX-X OR XXX 22 C-D - L U M E N C-D - L U M E N C-D - L U M E N C-D - L U M E N CO L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L- 1 L- 1 L- 1 L- 1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L- 1 L- 1 L- 1 L- 1 L- 1 L- 1 C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C L- 1 L- 1 L- 1 L- 1 L-1 C C C C C C C C C C C C C C L-1 C ED ED L-1 R5'R5' R5 ' 19.66'2.07 '133' 43 . 5 ' 117.5' 12.37' 13 . 5 ' 3.1 5 ' 2' 12 . 5 ' 12 . 5 ' 9. 2 5 ' 9. 2 5 ' 14.45'14.26'12.5'12.5'9'9'9'9'9'9'9'9'9'9'9' 11 . 3 6 ' 8. 5 7 ' 2. 8 ' 9.55' 2.07' 10.87' 6' 2.07 ' 9' 17 . 5 ' 2' 2. 5 ' R5' 2' 18 . 5 ' 12 . 5 1 ' FUTURE INTAKE SHOWN FOR REFERENCE FUTURE JOINTS SHOWN FOR REFERENCE L-1 L- 1 L- 1 C MA T C H L I N E M C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN CO L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 C C C C C C C L-1 C EDED ED ED EDED L-1 R5 ' R5'R15 ' R5' 2' 19 . 6 6 ' 1.12' 2' 12 . 3 7 ' 13.5' 3.15' 2' 9.25' 9.25' 14 . 4 5 ' 14 . 2 6 ' 12 . 5 ' 2. 1 3 ' 5.8 2 ' 11.36 ' 8.57' 2.8' 9.5 5 ' 2. 0 7 ' 10 . 8 7 ' 6'2.0 7 ' 12.51 ' C C C MATC H L I N E SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 L 0 1 . d w g 5/ 6 / 2 0 2 6 6 : 0 1 : 0 4 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR L.03 R FEETSCALE 0 5 10 HORZ. JOINTING - ALTERNATE BID A R JOINTING LEGEND JOINT TYPE. REFER TO FIGURE 7010.101 REINFORCED PANEL WITH 6G W2.9 WW MESH XX-X OR XXX 23 910 915 920 925 910 915 920 925 504+00 505+00 506+00 507+00 92 0 . 6 92 1 . 4 92 1 . 6 92 0 . 5 92 0 . 2 92 0 . 0 91 9 . 9 91 9 . 8 91 9 . 4 91 9 . 6 91 9 . 4 91 9 . 5 92 0 . 0 92 2 . 1 4 92 1 . 5 1 92 0 . 8 9 92 0 . 4 6 92 0 . 8 1 92 0 . 7 6 92 1 . 0 8 92 2 . 5 4 92 1 . 7 4 92 1 . 4 8 I=912.78 18" E I=913.18 12" NW I=913.48 8" SE I=912.74 18" W 0+58.04, 13.73' RT R=919.40 EX INT - 04 8' - 18" RCP @ 0.50%BASE BID8' 18" RCP @ 0.50% BASE BID I=913.80 15" NE I=914.61 15" SE I=917.04 6" NW I=913.75 18" W 2+48.78, 22.17' LT R=920.68 MH - 01 BASE BID SW-401 (48in) PROPOSED GRADE SURFACE EX SURFACE BASE BID GRADING. SEE E SHEETS 186' - EX 18" RCP @ 0.50% 186' EX 18" RCP@ 0.50% 49' - EX 15" RCP @ 0.37% 49' EX 15" RCP@ 0.37% 100' - EX 15" RCP @ 0.37% 100' EX 15" RCP@ 0.37% I=913.98 15" NE I=913.98 15" SW 2+85.82, 53.55' LT R=919.27 INT - 01 BASE BID SW-512 (24in, Type 4 Intake) ALTERNATE BID A GRADING. SEE E SHEETS V C V >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> CO CO E E E E E E E E E E E E E E E E E E E E E E E OE OE OE OE OE OE OE OE OE OE OE OE l l l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE > > > > > > >>>>>> G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D C-D - I C S C-D - I C S C-D - I C S C- D - I C S C-D - I C S C- D - I C S C- D - I C S C- D - I C S C- D - I C S C-D - I C S C- D - I C S C- D - I C S C- D - I C S C-D-ICS C-D-ICS C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C- D - L U M E N C-D-L U M E N C-D-L U M E N F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F-D-METR O N E T F-D-METR O N E T F-D-METR O N E T F-D-METR O N E T F-D-METR O N E T F-D-METR O N E T F-D-METR O N E T F-D-METR O N E T F-D-METR O N E T F-D-METR O N E T F-D-METR O N E T F-D-METR O N E T F-D-METR O N E T X X X X X X X X X X XX X XX X X X X X X >> >> >> >> >> >>>>>>>>>>>>>> CO CO >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> CO MH - 01 BASE BID EX MH - 07 INT - 02 ALT. A BID EX INT - 04 EX 15" R C P 18" RCP BASE BID EX 1 5 " R C P EX 8 " P V C EX 15" R C P 6" H D P E AL T . A B I D EX INT - 04 CO - 01 BASE BID CO - 02 BASE BID CO - 03 BASE BID 6" H D P E BA S E B I D 6" HDP E BASE BID 6" HDP E BASE BID CLEANOUT SUBDRAIN FUTURE SUBDRAIN FUTURE PARKING LOT 504+00 505+00 506+00 507+0 0 PI : 5 0 4 + 1 1 . 3 4 PI: 506+05.43 PI: 506+53.98 510+00 511+00 512+00 INT - 01 BASE BID VERIFY DEPTH OF EXISTING UTILITY VERIFY DEPTH OF EXISTING UTILITY SHAPE SURROUNDING GRADE TO DRAIN 52 1 + 0 0 PI: 520+ 7 5 . 6 5 BEACO N AREA SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 M 1 0 1 . d w g 5/ 6 / 2 0 2 6 6 : 0 1 : 0 6 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR R FEETSCALE 0 10 20 HORZ. FEETSCALE 0 2 4 VERT.M1.01 STORM SEWER PLAN & PROFILE 24 910 915 920 925 910 915 920 925 RETAINING WALL - ALTERNATE BID A 520+00 521+00 522+00 92 0 . 9 92 0 . 3 91 9 . 8 91 9 . 6 91 9 . 5 92 0 . 0 92 0 . 8 92 0 . 6 92 0 . 7 92 0 . 8 5 92 0 . 3 3 91 9 . 7 6 91 9 . 5 5 91 9 . 4 5 92 0 . 0 4 92 0 . 8 1 92 0 . 5 7 92 0 . 7 0 I=913.80 15" NE I=914.61 15" SE I=917.04 6" NW I=913.75 18" W 2+48.78, 22.17' LT R=920.68 MH - 01 BASE BID SW-401 (48in) I=917.36 6" N I=917.36 6" W I=917.36 6" E I=917.36 6" SE 2+41.33, 32.50' LT R=921.15 CO - 03 BASE BID C.O. 13' - 6" HDPE @ 2.49%BASE BID13' 6" HDPE @ 2.49% BASE BID 26' - 6" HDPE @ 2 . 4 9 % ALT. BID A 26' 6" HDPE@ 2.49%ALT. BID A I=918.00 6" S 2+34.84, 57.32' LT R=919.46 INT - 02 ALT. BID A SW-512 (18" TYPE 3) BASE BID GRADING. SEE E SHEETS ALTERNATE BID A GRADING. SEE E SHEETS V V >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >> >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE >> >> >> >> F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F- D - M E T R O N E T F-D-ME T R O N E T F-D-ME T R O N E T F-D-ME T R O N E T F-D-ME T R O N E T F-D-ME T R O N E T F-D-ME T R O N E T F-D-ME T R O N E T F-D-ME T R O N E T F-D-ME T R O N E T F-D-ME T R O N E T F-D-ME T R O N E T F-D-ME T R O N E T F-D-ME T R O N E T F-D-ME T R O N E T X X X X X X X X X X X X X X X X X X X X X >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> CO F INT - 02 MH - 01 BASE BID EX MH - 08 INT - 02 ALT. A BID 18 " RC P BA S E BI D EX 1 5 " R C P EX 15" RCP EX 1 5 " R C P EX 1 5 " R C P 6" HDPE ALT. A BID F INT - 02 CO - 03 BASE BID 15 " R C P 6" HDPE BASE BID 6" H D P E BA S E B I D FUTURE SUBDRAIN FUTURE PARKING LOT 50 6 + 0 0 PI: 506+05.43 51 2 + 0 0 INT - 01 BASE BID VERIFY DEPTH OF EXISTING UTILITY 520+00 521+00 522+00522+01.30 BP : 5 2 0 + 0 0 . 0 0 PI: 5 2 0 + 7 5 . 6 5 EP : 5 2 2 + 0 1 . 3 0 BE A C O N AR E A SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 M 1 0 1 . d w g 5/ 6 / 2 0 2 6 6 : 0 1 : 0 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR R FEETSCALE 0 10 20 HORZ. FEETSCALE 0 2 4 VERT.M1.02 STORM SEWER PLAN & PROFILE 25 X X E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G-D G-D G-D G-D G- D G-D G-D X X X X X XXX X X SOLID LINE, YELLOW, 4" SOLID LINE, YELLOW, 4" FUTURE SLY4 PROPOSED 49 NEW STALLS BASE BID PROPOSED 13 NEW STALLS ALTERNATE A NEW PAINT INSIDE EXISTING PARKING STALL. MATCH EXISTING LINE ANGLE AND SPACING FOR NEW PROPOSED HATCHED AREA. 9' (TYP.) 18 ' ( T Y P . ) 9' (TYP.) 18 ' ( T Y P . ) 9' 25 ' 25 ' SOLID LINE, YELLOW, 4" WHEELCHAIR SYMBOL WHITE 9' (TYP.) 18 ' ( T Y P . ) HANDICAP PARKING ONLY SIGN FUTURE PARKING LOT AND STRIPING SHOWN FOR REFERENCE ONLY. EXISTING PARKING STALL LINE EXISTING WHEELCHAIR SYMBOL WHITE. SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 N 0 1 . d w g 5/ 6 / 2 0 2 6 6 : 0 1 : 2 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR N.01 R FEETSCALE 0 20 40 HORZ. PAVEMENT MARKINGS EXISTING 57 STALLS TOTAL 3 ADA STALLS 3 VAN ADA STALLS PROPOSED (BASE BID AND ALTERNATE BID A) 62 NEW STALLS 1 REMOVE EXISTING STALL 118 STALLS TOTAL 5 ADA STALLS 3 VAN ADA STALLS 26 X X X X X XXX X XCO CO CO CO X X X X X X X X X X X X V C V C V VC CLVT CLVT D V V V V M CO CO CO CO X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X G-D G-D G-D G-D G-D G-D G-D G- D G-D FUTURE STORM SEWER (TYP.) FUTURE PARKING LOT (TYP.) TRACK OUT CONTROL, STABILIZED CONSTRUCTION EXIT TURF REINFORCEMENT MATS 920 92 1 92 1 921 922 92 2 92 2 92 2 92 2 92 2 922 92 2 921 921 922 922 920 920 920 92 0 920 920 920 920 920 92 0 92 1 921 921 921 921 921 921 921 921 921 922 922 922 922 922 922 922 922 922 922922 922 922 922 922 922 922 922 922 923 923 923 923 923 923 923 92 0 920 91 9 91 9 92 1 92 1 92 1 921 EXISTING PARKING LOT PROPOSED PARKING LOT BASE BID PROPOSED PARKING LOT ALTERNATE BID A CLASS A ROADSTONE SURFACING FOR ACCESS SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 6 X 1 4 2 0 9 6 0 0 0 \ C A D \ C 3 D \ 1 4 2 0 9 6 R 0 1 . d w g 5/ 6 / 2 0 2 6 6 : 0 1 : 4 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV AMES MUNICIPAL AIRPORT PARKING LOT IMPROVEMENTS TJN TJN GTJ 26X.142096.000 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR R.01 R FEETSCALE 0 20 40 HORZ. EROSION CONTROL LEGEND FILTER SOCKS (TYP.) GRADING LIMITS (TYP.) HYDRAULIC SEEDING (TYP.) INTAKE PROTECTION DEVICE (TYP.) STAGING/STORAGE/HAULING AND CONCRETE WASHOUT LOCATION ROADSTONE 27 ENGINEER'S ESTIMATE PARKING LOT IMPROVEMENTS AMES MUNICIPAL AIRPORT BMI PROJECT NO. 26X.142096.000 May 6, 2026 BASE BID Item Item No.Code Item Unit Quantity Unit Price Total Amount 1 2010-D-1 TOPSOIL, ON-SITE CY 145 $45.00 $6,525.00 2 2010-D-3 TOPSOIL, OFF-SITE, BORROW CY 145 $45.00 $6,525.00 3 2010-E EXCAVATION, CLASS 13 (UNCLASSIFIED EXCAVATION) CY 185 $40.00 $7,400.00 4 2010-E EXCAVATION, BORROW CY 40 $40.00 $1,600.00 5 2010-G SUBGRADE PREPARATION SY 1900 $10.00 $19,000.00 6 2010-J SUBBASE, MODIFIED, 6 INCHES SY 1900 $15.00 $28,500.00 7 4040-A SUBDRAIN, TYPE 1B, HDPE, 6 INCH LF 250 $50.00 $12,500.00 8 4040-C-1 SUBDRAIN CLEANOUT, TYPE A-1, 6 INCH EA 2 $1,500.00 $3,000.00 9 4040-999-C-1 SUBDRAIN CLEANOUT, TYPE A-1, 6 INCH, ADJUST EA 2 $300.00 $600.00 10 6010-A STORM MANHOLE, SW-401, 48 INCH EA 1 $6,500.00 $6,500.00 11 6010-B INTAKE, SW-512, 24' DIA WITH TYPE 4B CASTING EA 1 $5,000.00 $5,000.00 12 6010-E INTAKE ADJUSTMENT, MINOR EA 4 $2,000.00 $8,000.00 13 6010-H REMOVE MANHOLE EA 1 $2,000.00 $2,000.00 14 7010-A PAVEMENT, PCC, 6 INCH, C4 SY 1725 $90.00 $155,250.00 15 7010-999-X PAVEMENT REINFORCING SY 335 $25.00 $8,375.00 16 7030-B REMOVAL OF CURB LF 200 $75.00 $15,000.00 17 8010-999-A HANDHOLE, NON-TRAFFIC RATED EA 2 $4,000.00 $8,000.00 18 8010-999-B HANDHOLE, TRAFFIC RATED EA 1 $6,000.00 $6,000.00 19 8020-B PAINTED PAVEMENT MARKINGS, WATERBORNE OR SOLVENT SF 500 $15.00 $7,500.00 20 8020-G PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT EA 2 $200.00 $400.00 21 8030-A TEMPORARY TRAFFIC CONTROL LS 1 $7,500.00 $7,500.00 22 9010-A CONVENTIONAL SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN LS 1 $4,500.00 $4,500.00 23 9040-A-1 SWPPP PREPARATION LS 1 $7,500.00 $7,500.00 24 9040-A-2 SWPPP MANAGEMENT LS 1 $5,000.00 $5,000.00 25 9040-D-1 FILTER SOCK, 9 INCH LF 1500 $3.00 $4,500.00 26 9040-D-2 FILTER SOCKS, REMOVAL LF 1500 $2.00 $3,000.00 27 9040-O-1 TRACK-OUT CONTROL SY 150 $60.00 $9,000.00 28 9040-R TURF REINFORCEMENT MATS SQ 2 $100.00 $200.00 29 9040-T-1 INLET PROTECTION DEVICE, INTAKE EA 7 $250.00 $1,750.00 30 11010-A CONSTRUCTION SURVEY LS 1 $30,000.00 $30,000.00 31 11020-A MOBILIZATION LS 1 $74,375.00 $74,375.00 32 11050-A CONCRETE WASHOUT LS 1 $10,000.00 $10,000.00 OPINION OF PROBABLE CONSTRUCTION COST: $465,000.00 ALTERNATE BID A (ADDITIONAL PARKING) Item Item No.Code Item Unit Quantity Unit Price Total Amount A1 2010-C CLEARING AND GRUBBING LS 1 $6,000.00 $6,000.00 A2 2010-D-1 TOPSOIL, ON-SITE CY 195 $45.00 $8,775.00 A3 2010-D-3 DEDUCT- TOPSOIL, OFF-SITE, BORROW CY -145 $45.00 -$6,525.00 A4 2010-E EXCAVATION, CLASS 13 (UNCLASSIFIED EXCAVATION) CY 10 $40.00 $400.00 A5 2010-E EXCAVATION, BORROW CY 840 $40.00 $33,600.00 A6 2010-G SUBGRADE PREPARATION SY 875 $10.00 $8,750.00 A7 2010-J CLASS A ROADSTONE SURFACING, 6 INCHES SY 180 $20.00 $3,600.00 A8 2010-J SUBBASE, MODIFIED, 6 INCHES SY 875 $15.00 $13,125.00 A9 6010-999-X INTAKE, 10 INCH EA 1 $3,500.00 $3,500.00 A10 7010-A PAVEMENT, PCC, 6 INCH, C4 SY 725 $90.00 $65,250.00 A11 7010-999-X PAVEMENT REINFORCING SY 130 $25.00 $3,250.00 A12 8020-B PAINTED PAVEMENT MARKINGS, WATERBORNE OR SOLVENT SF 125 $15.00 $1,875.00 A13 8030-A TEMPORARY TRAFFIC CONTROL LS 1 $3,000.00 $3,000.00 A14 9010-A CONVENTIONAL SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN LS 1 $3,275.00 $3,275.00 A15 9040-D-1 FILTER SOCK, 9 INCH LF 425 $3.00 $1,275.00 A16 9040-D-2 FILTER SOCKS, REMOVAL LF 425 $2.00 $850.00 A17 9060-A-2 CHAIN LINK FENCE, COMMERCIAL, 72 INCH LF 80 $175.00 $14,000.00 A18 9060-B GATES, CHAIN LINK, 72 INCH EA 1 $1,000.00 $1,000.00 A19 9070-A MODULAR BLOCK RETAINING WALL SFF 200 $100.00 $20,000.00 ALTERNATE BID A (ADDITIONAL PARKING) - PROBABLE CONSTRUCTION COST: $185,000.00 BASE BID PLUS ALTERNATE BID A - PROBABLE CONSTRUCTION COST: $650,000.00 28