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Home My WebLink AboutAgenda 03-20-23*The times listed in the agenda are the anticipated duration of that particular agenda item. The actual discussion may take more or less time than anticipated If you will need disability-related accommodations in order to participate in this program/event, please contact Michael Tharp, Airport Manager, at 319-356-5045 or at michael-tharp@iowa-city.org. Early requests are strongly encouraged to allow sufficient time to meet your access needs. IOWA CITY AIRPORT COMMISSION MEETING AGENDA AIRPORT TERMINAL BUILDING 1801 S. RIVERSIDE DRIVE IOWA CITY, IOWA MONDAY, MARCH 20, 2023 – 6:00 P.M. 1.Determine Quorum 1 min* 2.Items for Discussion / Action:a.Hangar A Mural Project 5 min 1.Consider a resolution approving contract with Jenna Brownlee (A23-07)b.Airport Construction Projects:5 min i.FAA grant projects 1.Runway 12/30 Threshold relocationa.Public Hearingb.Consider a resolution approving plans, specifications, form of contract forthe Runway 12-30 threshold relocation and placing bids. (A23-08) 3.Adjourn Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 2 of 47 Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 3 of 47 Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 4 of 47 Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 5 of 47 Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 6 of 47 Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 7 of 47 Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 8 of 47 Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 9 of 47 CO CO CO CO PROJECT LOCATION FEETSCALE 0 1200600 IOWA CITY, IOWA BMI #0T5.128920 AIP NO. 3-19-0047-035 IOWA CITY MUNICIPAL AIRPORT CONSTRUCTION PLANS FOR RELOCATE RUNWAY 12/30 THRESHOLD MARCH, 2023 R MY LICENSE RENEWAL DATE IS PAGES OR SHEETS COVERED BY THIS SEAL: LICENSE NUMBER:DATE: IOWALICENSED PR O F ESSIONAL E NGI NEERI HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WASPREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF IOWA. 12845 MONTH DAY, YEAR ALL SHEET CARL L. BYERS 12845 CARL L. BYERS, P.E. A.01 TITLE SHEET JOHNSON COUNTY, IA SHEET NUMBER SHEET TITLE A.01 TITLE SHEET A.02 LEGEND, SYMBOLS & GENERAL INFORMATION B.01 - B.05 TYPICAL SECTIONS AND DETAILS C.01 - C.02 QUANTITIES & ESTIMATE REFERENCE INFORMATION CE.01 EROSION CONTROL D.01 RUNWAY PLAN & PROFILE E.01 - E.08 ELECTRICAL PLAN G.01 CONTROL & ALIGNMENT INFORMATION J.01 - J.03 CONSTRUCTION SAFETY & PHASING PLAN L.01 JOINTING PLAN M.01 SUBDRAIN PLAN N.01 - N.03 PAVEMENT MARKING PLAN P.01 - P.04 LIGHTING LAYOUT R.01 - R.04 EXISTING CONDITIONS & DEMOLITION PLAN SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920A01.dwg 3/9/2023 8:19:18 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR GOVERNING SPECIFICATIONS FEDERAL AVIATION ADMINISTRATION AC 150/5370-10H, DATED DECEMBER 21, 2018 "STANDARDS FOR SPECIFYING CONSTRUCTION ON AIRPORTS" AND ALL SUPPLEMENTS. ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 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. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." AIRPORT REFERENCE CODE C-II RUNWAY 12/30 DESIGN CODE B-II-5000 3/9/2023 Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 10 of 47 EXISTING TOPOGRAPHIC SYMBOLS DRIVEWAY HATCH PATTERNS GRADING INFORMATION 952 950 952 950 1:4 HMA PAVEMENT F F F F E E E E G G G GXXXXXXEXISTING PRIVATE UTILITY LINES 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 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 ABBREVIATIONS A ALGEBRAIC DIFFERENCE ADJ ADJUST ALT ALTERNATE B-B BACK TO BACK 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 CMP CORRUGATED METAL PIPE C.O. CHANGE ORDER COMM COMMUNICATION CSP CORRUGATED STEEL PIPE CLVT CULVERT DIA DIAMETER DIP DUCTILE IRON PIPE DWY DRIVEWAY E EXTERNAL CURVE DISTANCE ESMT EASEMENT ELEC ELECTRIC ELEV/EL ELEVATION EOF EMERGENCY OVERFLOW ER END RADIUS 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 HMA HOT MIX ASPHALT HP HIGH POINT HWL HIGH WATER LEVEL HYD HYDRANT I INVERT K CURVE COEFFICIENT L LENGTH LO LOWEST OPENING LP LOW POINT LT LEFT MH MANHOLE MIN MINIMUM MPW MUSCATINE POWER & WATER 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 PORTLAND CEMENT CONCRETE 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 RCP REINFORCED CONCRETE PIPE RET RETAINING R/W RIGHT-OF-WAY 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 WS WATER SERVICE 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 SIG E PIV IVB TRAN G E S D U W TRASH C H STORM SEWER OUTLET STRUCTURE STORM SEWER OVERFLOW STRUCTURE STA:5+67.19 980.87 C TRAFFIC ARM BARRIER VENT PIPE TILE INLET TILE RISER SIREN ORDER MICROPHONE METER ACCESS GRATE FILL PIPEF DOWN SPOUT BIRD FEEDERB ANTENNA AIR CONDITION UNITAC 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 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 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA" UTILITIES IDENTIFIED WITH A QUALITY LEVEL OTHER THAN D: 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 38-02. UTILITY QUALITY LEVELS: LEVEL D - INFORMATION COMES SOLELY FROM EXISTING UTILITY RECORDS. LEVEL C - SURVEYING ABOVE GROUND UTILITY FACILITIES, SUCH AS MANHOLES, VALVE BOXES, ETC; AND CORRELATING THIS INFORMATION WITH EXISTING UTILITY RECORDS. LEVEL B - THE USE OF SURFACE GEOPHYSICAL TECHNIQUES TO DETERMINE THE EXISTENCE AND HORIZONTAL POSITION OF UNDERGROUND UTILITIES. LEVEL A - THE USE OF NONDESTRUCTIVE DIGGING EQUIPMENT AT HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND UTILITIES, AS WELL AS THE TYPE, SIZE, CONDITION, MATERIAL, AND OTHER CHARACTERISTICS. G-A G-A G UTILITY MARKER VALVE VAULT WET WELL YARD HYDRANT BARRICADE PERMANENT TILE OUTLET |||||||||||| >>>>>> >>>>>>>>>>>> l l l l l l l l l l l l l l l l l l 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 >>>>> >>>>>>>>>> SURVEY SYMBOLS >>>>>>>>>>>> TILE P >>>>>>>>>>>>>>>>>>>> SURVEY LINES o o o PAVEMENT MARKING AUTO SPRINKLER CONNECTION U WETLAND DELINEATED MARKER 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 BOLLARD TEMPORARY EASEMENT CLVT GRAVEL SIDEWALK PCC PAVEMENT LIGHT POLE CO H CP L M VAULTV V WW BENCHMARK LOCATION MONUMENT FOUND CAST IRON MONUMENT CONTROL POINT STONE MONUMENT TRENCHLESS PIPE (PLAN VIEW) TRENCHLESS PIPE (PROFILE VIEW) SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920A01.dwg 3/9/2023 8:19:20 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR A.02 LEGEND, SYMBOLS & GENERAL INFORMATION Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 11 of 47 SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920B01.dwg 3/9/2023 8:19:28 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR B.01 TYPICAL SECTIONS & DETAILSRSA37.5'10'37.5' ℄ 7" TOPSOIL MIN, SEED, FERTILIZER, MULCH 1.5%1.5%5%1.5% 10' 5% 6" PERFORATED SUBDRAIN 27.5'RSA1.5% 27.5' VARIES VARIES MATCH EXISTINGMATCH EXISTING 1.5" DROP (TYP.) 2.5' 1 RUNWAY PCC TYPICAL SECTION NOT TO SCALE TT/2TT/2DEFORMED TIE BAR EPOXY-COATED (SEE NOTE 1) SEE DETAIL G THIS SHEET SEE DETAIL H THIS SHEETPAINT AND OIL ONE END OF SMOOTH DOWEL EPOXY-COATED T+2" T SEE DETAIL F THIS SHEET NON- EXTRUDING PREMOLDED COMPRESSIBLE MATERIAL TT/2PAINT AND OIL ONE END OF SMOOTH DOWEL EPOXY-COATED SEE DETAIL G THIS SHEET DOWEL BASKETS 1 14" Min."d" Min.1 14" Min.LONGITUDINAL MEMBERS (6" SPACING) TRANSVERSE MEMBERS (6" SPACING) NOTES: ·END LAPS SHALL BE AT LEAST 12" ·SIDE LAPS SHALL BE AT LEAST 6" ·PLACE MESH IN VERTICAL CENTER OF PAVEMENT (T/2) ·ALL REINFORCEMENT TO BE EPOXY-COATED 14" CHAMFER SEALANT MATERIAL (14" TO 38" MAX BELOW SURFACE)1"3/4" SAW CUT NON-EXTRUDED PREMOLDED COMPRESSIBLE MATERIAL ASTM D-1751 OR 1752 14" CHAMFER SEALANT MATERIAL (14" TO 38" MAX BELOW SURFACE) P.C.C. PAVEMENT 18" INITIAL SAW CUT 3/8" SAW CUT 3/8" SAW CUT 14" CHAMFER SEALANT MATERIAL (1/4" TO 3/8" MAX BELOW SURFACE) CONSTRUCTION JOINT (DOWEL BARS NOT SHOWN) 2" TO 6" CLEARANCE ALL SIDES PANELS REQUIRING MESH REINFORCEMENT SEE DETAIL G THIS SHEET 3/4" 3/4" TO NEAREST JOINT - 10' MIN.3/4" 12" MIN.10" MIN.TRANSVERSE JOINTLONGITUDINAL JOINT SEE NOTE 3 TOP OF PAVEMENT BACKER ROD SEALANT 1/2" TO 3/4" A TYPE A THICKENED EDGE NOT TO SCALE B TYPE B HINGED CONTRACTION NOT TO SCALE H CONSTRUCTION JOINT NOT TO SCALE G CONTRACTION JOINT NOT TO SCALE F ISOLATION JOINT DETAIL NOT TO SCALE E TYPE E DOWELED CONSTRUCTION JOINT NOT TO SCALE J POSITION OF DOWELS AT EDGE OF JOINT NOT TO SCALE I DETAIL AT EDGE OF PAVEMENT NOT TO SCALE K MESH REINFORCEMENT DETAIL NOT TO SCALE C TYPE C DOWELED CONTRACTION JOINT NOT TO SCALE D TYPE D DUMMY NOT TO SCALE 12" CEMENT TREATED SUBGRADE (P-156) 6.5" PCC CONCRETE PAVEMENT (P-501) 6" RECYCLED AGGREGATE BASE COURSE (P-219) SEPARATION GEOTEXTILE (P-219) VARIESVARIES NOTES: 1. WIRE MESH SHALL BE FURNISHED IN FLAT SHEETS AND EPOXY COATED. IN LIEU OF WIRE MESH AS SPECIFIED, CONTRACTOR MAY USE EPOXY COATED DEFORMED BARS MEETING 0.050% OF THE PANEL CROSS-SECTIONAL AREA IN REINFORCEMENT IN BOTH DIRECTIONS. STEEL MESH SHALL BE W6xW6 ASDETAILED ON THIS SHEET AND PLACED ON WIRE MESH SUPPORTS. 2. CONTRACTOR SHALL DRILL AND EPOXY ALL DOWEL BARS INTO EXISTING PAVEMENT OR INSTALL IN BASKETS. REFER TO DOWEL BAR DIMENSIONS AND SPACINGTABLE THIS SHEET FOR DOWEL BAR SIZE AND SPACING. 3. "d" = MINIMUM T/4 (±1/4") FOR ALL JOINTS. 4. W/D FACTOR SHALL BE 1:1 UNLESS OTHERWISE SPECIFIED BY JOINT MATERIAL MANUFACTURER. 5. OUTSIDE LONGITUDINAL JOINTS TO BE TYPE 'B' HINGED 6. INNER LONGITUDINAL JOINTS BETWEEN PACING PASSES (CONSTRUCTION JOINT) SHALL BE TYPE 'E'. IF WITHIN SLAB (NOT AT EDGE OF PAVING PASS), INNERLONGITUDINAL JOINTS MAY BE TYPE 'B' 7. IF PCC IS NOT PAVED CONTINUOUSLY, DOWELED CONSTRUCTION JOINT WILL BE REQUIRED. 8. TRAVERSE JOINTS SHALL BE TYPE 'B' OR 'C' FOR PAVEMENTS <8" OR 'C' FOR PAVEMENTS >=9" FOR FIRST 3 JOINTS EITHER SIDE OF AN EXPANSION JOINT ORFREE END, OR WHEN SHOWN ON PLANS. 9. ANY CONSTRUCTION JOINT (TRANSVERSE OR LONGITUDINAL) AT THE EDGE OR END OF A PAVING PASS SHALL BE TYPE 'E' UNLESS SHOWN OTHERWISE. 10. ALL IRREGULAR SHAPED SLABS OR PANELS WITH LENGTH TO WIDTH RATIOS OF 1.25 OR GREATER SHALL BE REINFORCED. DOWEL BAR DIMENSION AND SPACING TABLE THICKNESS OF SLAB DIAMETER LENGTH SPACING 6" - 7"3/4"18" 12" 7.5"-12"1" 18" 12" TIE BAR DIMENSION AND SPACING TABLE THICKNESS OF SLAB NO. LENGTH SPACING 6"4 20" 26" 6.5" - 9"5 30" 30" ELEV: 648.54' (TYP.) Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 12 of 47 SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920B01.dwg 3/9/2023 8:19:29 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR B.02 TYPICAL SECTIONS & DETAILS 24"30"4 - #5 BARS 5 - #5 BARSCONCRETE PAD SHALL BE INCIDENTAL TO SUBDRAIN RISER9.5"4.5"1.5" BELOW PAVEMENT ALL REINFORCEMENT TO BE EPOXY-COATED12"18"PAVEMENT EDGE 6" SUBDRAIN 45° WYE (45° BEND AT END OF RUN) 45° BEND 6" NON-PERFORATED SUBDRAIN PIPE 8" DIA. PVC SLEEVE, 3' LONG FINISH GRADE 6 12" HIGH X 8" (MIN.) OPENING CASTING WITH BOLT-DOWN COVER 24" 12" 30"x24"x9.5" CONCRETE PAD 18"12"SLOPE CONCRETE PAD TO DRAIN DEPTH VARIES - SEE SUBDRAIN LAYOUTFILTER FABRIC SHALL COMPLETELY ENCLOSE STONE POROUS STONE 6" NON-PERFORATED SUBDRAIN PIPE EDGE OF PAVEMENT 1.5" DROP PAVEMENT SURFACE BASE COURSE SUBGRADE 12" 1.5'FL DEPTH VARIES - SEE SUBDRAIN LAYOUT2" PERFORATED PIPE AS SPECIFIED (DIAM = D) POROUS STONE PAVEMENT SURFACE GEOTEXTILE FABRIC PER TYPICAL SECTION 1.5" DROP AT PAVEMENT EDGE SUBGRADE D+3"CLEAR EACH SIDE OR (PM CHOOSE) 18" WIDE 18"PERFORATED PIPE AS SPECIFIED (DIAM = D) FILTER FABRIC SHALL COMPLETELY ENCLOSE STONE EXISTING STORM PIPE 2" EXPANSION JOINT MATERIAL SEE SUBDRAIN PAD DETAIL3" MIN. BASE COURSE EXISTING GRADE 3' LONG 8" DIA SLEEVE 3 SUBDRAIN CLEANOUT RISER SECTION NOT TO SCALE 1 SUBDRAIN PAD DETAIL NOT TO SCALE 2 SUBDRAIN RISER DETAIL NOT TO SCALE 7 CLSM BACKFILL OVER EXISTING PIPE UNDER PAVEMENT NOT TO SCALE 4 SUBDRAIN SECTION VIEW NOT TO SCALE 4- #5 DEFORMED BARS (EACH 18" LONG) NEENAH R-3487 CASTING OR APPROVED EQUAL 6.5" PCC (P-501) (THICKEN TO 3" MIN. BELOW CASTING FOR 24" FROM CLEANOUT CENTER) 8" DIA PVC SLEEVE 3' LONG 6" NON-PERFORATED SUBDRAIN PIPE 5 SUBDRAIN CLEANOUT IN PAVEMENT NOT TO SCALE CONCRETE SEAL, OR FITTINGS PER MANUFACTUER SUBDRAIN, AS SPECIFIED 4x4x6/6 WELDED WIRE MESH WRAPPED AROUND PIPE, IF CONNECTING TO RCP PIPE CONCRETE SEAL, OR FITTINGS PER MANUFACTURER SUBDRAIN, AS SPECIFIED CORE DRILL TAP HOLE DI AM E T E R , V A R I E S ELEVATION SECTION 6 SUBDRAIN CONNECTION TO STORM SEWER PIPE NOT TO SCALE NOTE: EXCAVATE TO 12" BELOW EXISTING GRADE TO TOP OF PIPE OR SPRINGLINE. BACKFILL WITH CLSM TO BOTTOM OF SUBGRADE PREPARATION ELEVATION. Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 13 of 47 SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920B01.dwg 3/9/2023 8:19:30 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR B.03 TYPICAL SECTIONS & DETAILS NOTE: CONNECTION OF CONDUCTORS MUST BE MADE BY USING CRIMP CONNECTORS AND A CRIMPING TOOL APPROVED BY THE CONNECTOR/LUG MANUFACTURER. THE TOOL MUST PRODUCE A COMPLETE CRIMP BEFORE IT CAN BE REMOVED. THE CRIMPING TOOL USED MUST BE LISTED BY THE L-823 KIT MANUFACTURER. MAKE THE NUMBER AND TYPE OF CRIMPS PER THE KIT MANUFACTURER'S INSTRUCTIONS. FOR SPLICES IN HOMERUNS AND EXTENSIONS TO EXISTING CABLE ONLY NOTE: CONNECTION OF CONDUCTORS MUST BE MADE BY USING CRIMP CONNECTORS AND A CRIMPING TOOL APPROVED BY THE CONNECTOR/LUG MANUFACTURER. THE TOOL MUST PRODUCE A COMPLETE CRIMP BEFORE IT CAN BE REMOVED. THE CRIMPING TOOL USED MUST BE LISTED BY THE L-823 KIT MANUFACTURER. MAKE THE NUMBER AND TYPE OF CRIMPS PER THE KIT MANUFACTURER'S INSTRUCTIONS. FOR SPLICED FOR USE AT JUNCTION OF HOMERUN WITH LOOP CIRCUIT NOTE: CONNECTION OF CONDUCTORS MUST BE MADE BY USING CRIMP CONNECTORS AND A CRIMPING TOOL APPROVED BY THE CONNECTOR/LUG MANUFACTURER. THE TOOL MUST PRODUCE A COMPLETE CRIMP BEFORE IT CAN BE REMOVED. THE CRIMPING TOOL USED MUST BE LISTED BY THE L-823 KIT MANUFACTURER. MAKE THE NUMBER AND TYPE OF CRIMPS PER THE KIT MANUFACTURER'S INSTRUCTIONS. FOR SPLICES AT TAXIWAY/RUNWAY LIGHTS CABLE 3" DUCT24"24" 18"2-D 2-C BURIAL DEPTHNUMBER OF DUCTS AND CABLE DIRECTION ARROWS 1" CHAMFER 1/2" STROKE & 1/4" DEEP CONCRETE 4"24"6" (MIN.) TRENCH, INSTALL CABLE AND BACKFILL AS SPECIFIED IN ITEM L-110, AC150/5370-10 DUCT 1"#6 SOLID BARE COUNTERPOSE EXOTHERMIC WELD (INCIDENAL TO COUNTERPOISE INSTALLATION) 8' GROUND ROD PER SPECIFICATIONS GROUND LINE 6"18"(TYP) IN TRENCH8" NOT IN TRENCHPOURING SPOUT PLASTIC BODY MOLD RESINCOMPRESSION TYPE SLEEVE CONNECTOR. CRIMP WITH TOOL RECOMMENDED BY MANUFACTURER ADDITIONAL ADHESHIVE COMPOUND FILLER HEAT SHRINKABLE TUBING WITH INTERNAL ADHESIVE UNDERGROUND CABLE SPEC. L-824 TYPICAL RECEPTACLE END PLUG END HEAT SHRINKABLE TUBING WITH INTERNAL ADHESIVE WRAP AT LEAST ONE LAYER OF RUBBER OR SYNTHETIC RUBBER TAPE AND ONE LAYER PLASTIC TAPE, ONE-HALF LAPPED, EXTENDING AT LEAST 1 1/2 INCH ON EACH SIDE OF JOINT. ADDITIONAL ADHESIVE COMPOUND FILLER PLUG END RECEPTACLE ENDL-823 PLUG END FACTORY MOLDED TRANSFORMER LEADS WRAP AT LEAST ONE LAYER OF RUBBER OR SYNTHETIC RUBBER TAPE AND ONE LAYER PLASTIC TAPE, ONE-HALF LAPPED, EXTENDING AT LEAST 1 1/2 INCH ON EACH SIDE OF JOINT. WRAP AT LEAST ONE LAYER OF RUBBER OR SYNTHETIC RUBBER TAPE AND ONE LAYER PLASTIC TAPE, ONE-HALF LAPPED, EXTENDING AT LEAST 1 1/2 INCH ON EACH SIDE OF JOINT. RECEPTACLE END HEAT SHRINKABLE TUBING WITH INTERNAL ADHESIVE 2-1/2"3"12" APPROX.6" (MIN.)18" (MIN.)#6 CU. 600V COUNTER POISE CONDUCTOR BACKFILL PER L-110 (TYP.) GRADE 4" (MIN.) BLACK SOIL (TYP.) 6" (MIN.) 10' (TYP.) 5' (TYP.) 1 TYPE A CONNECTION NOT TO SCALE 2 TYPE B CONNECTION NOT TO SCALE 3 TYPE C CONNECTION NOT TO SCALE 5 GROUND ROD DETAIL NOT TO SCALE4CONCRETE MARKER DETAIL NOT TO SCALE 6 TYPICAL TRENCH DETAIL NOT TO SCALE 5/8" X 8' GROUND ROD 34" DIA. WEEP HOLE 2" CONDUIT W/NPT HUB OR NEOPRENE GRAMMETS. 6"AWG BARE COPPER EXOTHERMIC GROUND CONNECTION GROUND LUG BREAKABLE COUPLING 1" THIN WALL CONDUIT L-861 LIGHT FIXTURE **24"10' UNLESS NOTED OTHERWISE #6 COUNTERPOISE (DO NOT GROUND TO BASE) LT. ID TAG 1/C #8 5KV L824 TYPE C CABLE PROVIDE 5' SLACK EACH SIDE DISCONNECT 600V PLUG L-823 EACH LIGHT SHALL BE GROUNDED BY THE FOLLOWING METHOD. METHOD (SHOWN) IS CONNECT EACH BASE TO A 5/8" X 8' (MIN.) GROUND ROD INSTALLED NEXT TO THE BASE WITH #6 AWG BARE COPPER JUMPER. GROUNDING SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE LIGHTS. MIRL/MITL NOTE: LIGHT I.D. TAG TO BE NON-CORROSIVE WITH ENGRAVED PERMANENT NUMBERS. LETTERS TO BE 1 1/2" MIN. HEIGHT. NUMBERING TO BE DETERMINED BY ENGINEER AND OWNER. ATTACH TAG TO LT. WITH NON-CORROSIVE METAL WIRE TIE, SO I.D. CAN BE READ FROM PAVEMENT. SEAL SEAL BRICK 12" (MIN) GRAVEL FILL PVC CONDUIT **TOP OF LIGHT SHALL BE 24" ABOVE ADJACENT EDGE OF PAVEMENT, BUT NOT MORE THAN 30" ABOVE BASE COVER.24"7 TYPICAL BASE MOUNTED FIXTURE DETAIL NOT TO SCALE L-867 BASE, 12" DIA. X 24" DEEP Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 14 of 47 SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920B01.dwg 3/9/2023 8:19:31 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR B.04 TYPICAL SECTIONS & DETAILS L-881 LIGHT UNIT 2" CONDUIT2" CONDUIT INCOMING POWER CIRCUIT (SEE PLANS)INSULATED BUSHING (TYP) 2" CONDUIT (TYP) FLEXIBLE EXPANSION MATERIAL (COMPLETELY AROUND FOOTING) CONCRETE FOOTING GROUND ROD 2 - #4 DEFORMED BARS @ T/2 ON ALL 4 SIDES CADWELD #6 BARE COPPER GROUND 5/8" x 10' GROUND ROD REINFORCE ALL FOUNDATIONS WITH PERIMETER STEEL CAGE OF #4 BARS (VERTICAL & HORIZONTAL @ 12" - 3" CLEAR ON ALL SIDES) 3" COVER ON ALL REINFORCED RODS BOTTOM, TOP, AND SIDES SMOOTH SIDES FINISHED GRADE 6" PCC PAD (REINFORCED) L-881 LAMP, STYLE B, LED CLASS II PAPI BASE ELEVATION 1" ABOVE PCC PAD ELEVATION AT LIGHT LOCATION. ACTUAL LIGHT ELEV. REACHED THROUGH ADJUSTABLE LEG MOUNTSSLOPE TO DRAIN WATERTIGHT FLEXIBLE CONDUIT SIZE PER MANUFACTURER BREAKABLE COUPLING & 4 P, 6 AWG 600V QUICK DISCONNECT (JOY MALE X 8092-50 FEMALE X 8092-52) PER MANUFACTURER DO NOT TAPE 1-1/2" MAX (TYP) L-867 BASE L-830 TRANSFORMER PAPI SYSTEM GENERAL NOTES 1. AZIMUTHAL AIMING: EACH LIGHT SHALL BE AIMED OUTWARD INTO THE APPROACH ZONE ON A LINE PARALLEL TO THE RUNWAY CENTERLINE WITHIN A TOLERANCE OF +/- 1/2 DEGREE 2. MOUNTING HEIGHT TOLERANCE: THE BEAM CENTERS OF ALL LIGHTS UNITS SHALL BE WITHIN +/- 1 INCH OF A HORIZONTAL PLANE. THIS HORIZONTAL PLANE SHALL BE WITHIN +/- 1 FOOT (0.3 M) OF THE ELEVATION OF THE RUNWAY CENTERLINE AT THE INTERCEPT POINT OF THE VISUAL GLIDE PATH WITH THE RUNWAY EXCEPT AT LOCATIONS RAISED TO BE CLEAR OF SNOW BUILDUP ON THE GROUND AT THE PAPI LOCATIONS. 3. TOLERANCE ALONG LINE PERPENDICULAR TO RUNWAY: THE FRONT FACE OF EACH LIGHT UNIT IN A BAR SHALL BE LOCATED ON A LINE PERPENDICULAR TO THE RUNWAY CENTERLINE WITHIN +/- 6 INCHES. 4. NON-METALLIC COMPONENTS IN LIGHT FIXTURE'S, STEMS AND BREAKABLE COUPLINGS ARE NOT PERMITTED. L-867 PLASTIC TRANSFORMER HOUSINGS ARE NOT ACCEPTABLE. 5. ALL HARDWARE SHALL BE STAINLESS STEEL. ALL THREADED CONNECTIONS SHALL HAVE ANTI-SETTING COMPOUND. 6. LAYOUT OF PAPI LEGS VARIES PER MANUFACTURERS DESIGN. CONFIRM ARRANGEMENT & DIMENSION WITH MANUFACTURER. UNIT A UNIT B B A RUNWAY CLCTHRESHOLD POWER CIRCUIT (SEE PLANS) CABLES TO 2ND UNIT (AS REQUIRED BY MANUFACTURER) IN C2" CONDUIT WEEP HOLE SAND BEDDING 1/2" JOINT MATERIAL STAINLESS STEEL HOOK BOLT W/ NUTS (TYP.) EMBEDDED MINIMUM OF 8" IN CONCRETE OR STAINLESS WEDGE ANCHOR, SIZE "D". BREAKABLE COUPLING (TYP) A A 24"24"24"24"12"6"4" M I N ( T Y P ) 90 ° (36" MIN.)7' - 0"3"1"DESCRIPTION RUNWAY END 30 MIN. MAX FAA STANDARDS DIMENSION A 55'50'60'AC 150/5340-30J, SECTION 7.5.4.1, 7.5.4.7.2.B & 7.5.4.7.7.5 DIMENSION B 25'20'30'AC 150/5340-30J, SECTION 7.5.4.7.2.A DIMENSION C 600' ----- ----- ----- THRESHOLD CROSSING HEIGHT 37.54'20'45'AC 150/5340-30J, TABLE 7-1 THRESHOLD ELEVATION 648.54'----- ---------- ELEVATION OF RUNWAY CL AT PAPI LOCATION 650.01'----- ---------- PAPI UNIT A ELEVATION 651.5' ---- -----AC 150/5340-30J, SECTION 7.5.4.7.4 & 7.5.4.7.7 PAPI UNIT B ELEVATION 651.5' ---- ----- PAPI UNIT C ELEVATION N/A ----- ----- PAPI UNIT D ELEVATION N/A ----- ----- TOP OF FOUNDATION ELEVATION AT UNIT A 648.85' ----- ----- TOP OF FOUNDATION ELEVATION AT UNIT B 648.85' ----- ----- TOP OF FOUNDATION ELEVATION AT UNIT C N/A ----- ----- TOP OF FOUNDATION ELEVATION AT UNIT D N/A ----- ----- EXISTING GROUND ELEVATION AT UNIT A 648.67 ----- ----- EXISTING GROUND ELEVATION AT UNIT B 648.71 ----- ----- EXISTING GROUND ELEVATION AT UNIT C N/A ----- ----- EXISTING GROUND ELEVATION AT UNIT D N/A ----- ----- VISUAL GLIDE SLOPE 3.5° 3.0° 4.0°AC 150/5340-30J, SECTION 7.5.4.3.4 AIMING ANGLE OF UNIT A 3.75° ----- -----AC 150/5340-30J, TABLE 7-2 OR 7-3 AIMING ANGLE OF UNIT B 3.25° ----- -----AC 150/5340-30J, TABLE 7-2 OR 7-3 AIMING ANGLE OF UNIT C N/A ----- -----AC 150/5340-30J, TABLE 7-2 OR 7-3 AIMING ANGLE OF UNIT D N/A ----- -----AC 150/5340-30J, TABLE 7-2 OR 7-3 2 PAPI DETAIL - PLAN VIEW NOT TO SCALE 1 PAPI DETAIL - SECTION VIEW NOT TO SCALE 3 PAPI PLAN - END 30 NOT TO SCALE STORM SEWER LINE RUNS PARALLEL WITH RUNWAY, CONTRACTOR SHALL ENSURE PAPI FOUNDATIONS WILL NOT BE IN CONFLICT Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 15 of 47 SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920B01.dwg 3/9/2023 8:19:32 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR B.05 TYPICAL SECTION & DETAILS DESCRIPTION RUNWAY END 30 MIN MAX FAA STANDARDS DIMENSION A 70'* 40' 75' AC 150/5340-30J FIGURE A-79 DIMENSION B 0'0' 40' AC 150/5340-30J FIGURE A-79, SEE NOTE 5 ROTATION FROM CENTERLINE (HORIZ)15° 15° 15° AC 150/5340-30J FIGURE A-79, SEE NOTE 5 THRESHOLD ELEVATION 648.54' ----- ----- ----- TOP OF REIL ELEVATION - ANY STYLE (LEFT OF DEPARTURE)649.92' ----- 34" ABOVE GRADE AC 150/5345-51B, SECTION 3.5.2 & AC 150/5340-30J FIGURE A-79, NOTE 7 TOP OF REIL ELEVATION - ANY STYLE (RIGHT OF DEPARTURE)649.92'-----34" ABOVE GRADE AC 150/5345-51B, SECTION 3.5.2 & AC 150/5340-30J FIGURE A-79, NOTE 7 TOP OF FOUNDATION ELEVATION (LEFT OF DEPARTURE)647.25' ----- ----- TOP OF FOUNDATION ELEVATION (RIGHT OF DEPARTURE)647.50' ----- ----- PROPOSED GROUND ELEVATION (LEFT OF DEPARTURE)646.88' PROPOSED GROUND ELEVATION (RIGHT OF DEPARTURE)647.48' EXISTING GROUND ELEVATION (LEFT OF DEPARTURE)646.88 ----- ----- EXISTING GROUND ELEVATION (RIGHT OF DEPARTURE)647.48' ----- ----- WIRING AS RECOMMENDED BY MANUFACTURER - USE SAME SIZE AS INPUT POWER POWER FROM POWER SOURCE AS SHOWN ON PLANS REIL NOTES: 1. OPTIONAL BASE FLANGE SHOWN FOR REFERENCE ONLY. 2. USE 2 INCH RGS FEMALE COUPLING IF BASE FLANGE IS NOT USED.34" MAX( VARIES SEE TABLE)72" (MIN.)24" (MIN.) REINFORCE ALL FOUNDATIONS WITH PERIMETER STEEL CAGE OF #4 BARS (VERTICAL & HORIZONTAL @ 12" - 3" CLEAR ON ALL SIDES) PCC FOUNDATION1" (MIN.) 2" (MAX.)1 REIL DETAIL NOT TO SCALE RUNWAY CLTHRESHOLD 4 REIL PLAN - END 30 NOT TO SCALE 1 5 ° 'BA 15° 'BA10°'BEAM AXIS HORIZONTAL EXISTING GROUND (ELEVATION VARIES) 6:1 MA X VARIES 2 REIL VERTICAL AIMING DETAIL NOT TO SCALE 3 REIL GRADING DETAIL NOT TO SCALE REINFORCE ALL FOUNDATIONS WITH PERIMETER STEEL CAGE OF #4 BARS (VERTICAL & HORIZONTAL @ 12" - 3" CLEAR ON ALL SIDES) *DUE TO THE LOCATION OF THE STORM SEWER, THE REIL SHALL BE INSTALLED FURTHER OFFSET THAN NORMALLY INSTALLED AT THIS TYPE AIRPORT AND WITH PAPI SYSTEMS. REIL LOCATION FOR THIS PROJECT REIL LOCATION FOR THIS PROJECT Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 16 of 47 B.06 TYPICAL SECTIONS & DETAILS SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920B01.dwg 3/9/2023 8:19:34 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR (12" min. anchor spacing) (4'-0" min. anchor spacing)(18" min. anchor spacing) Edge Lap Anchor Trench End Splice 1 Edge Lap Compacted Soil Backfill Secure blanket to ground according to manufacturer's recommended anchoring pattern and minimum shown in Table 1. 1 ANCHOR TRENCH EDGE LAPEND SPLICE TABLE 1 Max. slope Min. anchors ≤ 3:1 2:1 1:1 1.5/yd² 2/yd² 2.5/yd² 6" min.6" min.2" min. 3" min. B B.06 ROLLED EROSION CONTROL PRODUCT (RECP) INSTALLATION ON SLOPES NOT TO SCALE A B.06 WATTLE NOT TO SCALE Flow Flow Flow (1'-0" max. anchor spacing) (3'-0" max. anchor spacing) (4'-0" max. anchor spacing) Anchor Slot Install 2 rows of anchors, 12" on-center. Stagger rows 6". Compacted Soil Backfill Install 2 rows of anchors, 12" on-center. Stagger rows 6". End Lap Longitudinal Slot Longitudinal Slot Edge Lap Staple Check EDGE LAP LONGITUDINAL SLOT ANCHOR SLOT STAPLE CHECK END LAP 12" min.6" min. 8" 4" min.4" min.3" min. 8" max. 8" max. C B.06 ROLLED EROSION CONTROL PRODUCT (RECP) INSTALLATION CHANNEL NOT TO SCALE 2-4" Trench Compact trench spoil against uphill side of wattle. 9" (nominal) dia. or as specified. Space as specified in the contract documents. Joint Wrap 3'-0" 4'-0" m a x . Disturbed Area Area to be Protected Wattle Directi o n of Fl o w Stakes Turn uphill.4'-0" max.Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 17 of 47 B.07 TYPICAL SECTIONS & DETAILS SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920B01.dwg 3/9/2023 8:19:35 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR Water Flow Disturbed Area Directi on of Flo w (for sediment and slope control) Area to be Protected Fill Material Stakes (typ.) Construct "J-hook" at each end on an individual section of sock or berm. Place berm or sock perpendicular to slope. Stake Filter sock diameter as specified in the contract documents. PLAN VIEW OF SLOPE FILTER SOCK TYPICAL PLACEMENT OF SOCK10'-0"max.3' min.overlap200'-0" max. length per section(600'-0" if slope is flatter than 5%)C B.07 FILTER SOCK NOT TO SCALE Foresl o p e Backslope 1 Fabric 2" min. 20" min. Post Wire or Cable Ties Insert 12 inches of fabric a minimum of 6 inches deep (fabric may be folded below the ground line). 1 TYPICAL SILT FENCE DITCH CHECK ATTACHMENT TO POST Flow 1 2 (Profile View) 1 1 'T' Steel Fence Post 4'-0" min. Ground line Fabric Ground Line Fabric Insert 12 inches of fabric a minimum of 6 inches deep (fabric may be folded below the ground line). Reduce post spacing to 5'-0" at water concentration areas, or as required to adequately support fence. 1 2 DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES Variable (20'-0" for a normal 10'-0" wide ditch.) Post Spacing (5'-0" max.) Post Spacing (5'-0" max.) 8'-0" Spacing 24"See plans for spacing. A B.07 SILT FENCE NOT TO SCALE GRADATION 65-95 30-65 10-35 SIEVE SIZE 1 1/2"100 95-100 3-20 0-8 0-3 1" 3/4" 3/8" NO 4 NO 10 NO 40 NO 200 PERCENTPASSING 1'-0"MIN1'-0" MIN 1'-0" MIN PAYMENT SHALL INCLUDE ALL MATERIALS, FILLING OF LOG, PLACEMENT, MAINTENANCE & REMOVAL; 80% OF BID PRICE SHALL BE PAID UPON PROPER PLACEMENT WITH THE FINAL 20% PAID UPON REMOVAL INLET PROTECTION WITH ROCK LOG FILL ROCK LOG WITH 45 LBS. OF OPEN GRADED AGGREGATE CONSISTING OF SOUND, DURABLE PARTICLES OF CRUSHED QUARRY ROCK OR GRAVEL CONFORMING TO THE FOLLOWING GRADATION. NOTE: CRUSHED CONCRETE OR BITUMINOUS SHALL NOT BE USED FOR OPEN GRADED AGGREGATE. SEAM JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR HEAT BONDED (OR APPROVED EQUAL) 5"Ø GEOTEXTILE SOCK, TYPE WOVEN MONOFILAMENT CONFORMING TO SPEC. 3886 TABLE 3886-1. MACHINE SLICE ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL, SECURED WITH 50 PSI ZIP TIE NOTE: THIS INLET PROTECTION IS USED DURING ROUGH GRADING ONLY, USE BEFORE ROAD IS OPEN TO TRAFFIC OR IS PAVED CURB INLET BACK OF SIDEWALK BACK OF CURB C B.07 INLET PROTECTION NOT TO SCALE Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 18 of 47 ESTIMATE REFERENCE INFORMATION ITEM NO. ITEM CODE DESCRIPTION 1 C-102 INSTALLATION OF SILT FENCE WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION C-102 AND THE POLLUTION PREVENTION PLAN REQUIREMENTS. WOOD POST SHALL BE USED IN LIEU OF STEEL POST WHEN THE SILT FENCE IS INSTALLED WITHIN 200’ FROM THE RUNWAY CENTERLINE OR WITHIN 48’ FROM A TAXIWAY PAVEMENT EDGE. BASIS OF PAYMENT SHALL BE PER LINEAR FOOT OF SILT FENCE INSTALLED. 2 C-102 REMOVAL OF SILT FENCE WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION C-102 AND THE POLLUTION PREVENTION PLAN REQUIREMENTS. THIS ITEM WILL NOT BE CONSIDERED COMPLETE UNTIL VEGETATION IS ESTABLISHED ALLOWING REMOVAL, AND THE SILT FENCE IS REMOVED AND DISPOSED OF BY THE CONTRACTOR. BASIS OF PAYMENT SHALL BE PER LINEAR FOOT OF SILT FENCE REMOVED. 3 C-102 SILT FENCE CLEANOUT WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION C-102 AND THE POLLUTION PREVENTION PLAN REQUIREMENTS. BASIS OF PAYMENT SHALL BE PER LINEAR FOOT OF SILT FENCE CLEANOUT. 4 C-102 INLET PROTECTION DEVICE WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION C-102 AND THE POLLUTION PREVENTION PLAN REQUIREMENTS. THIS ITEM WILL NOT BE CONSIDERED COMPLETE UNTIL VEGETATION IS ESTABLISHED ALLOWING REMOVAL, AND THE FILTER IS REMOVED AND DISPOSED OF BY THE CONTRACTOR. BASIS OF PAYMENT SHALL BE PER LINEAR FOOT OF FILTER SOCK INSTALLED. 5 C-102 SWPPP ESTABLISHMENT AND MANAGEMENT THE CONTRACTOR SHALL ESTABLISH A STORM WATER POLLUTION PREVENTION PLAN MEETING THE REQUIREMENTS OF NPDES GP #2. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING INSPECTIONS AND KEEPING APPROPRIATE DOCUMENTATION PER THE REQUIREMENTS OF THE IOWA DNR AND NPDES GP #2. THE CONTRACTOR SHALL PROVIDE COPIES OF ALL INSPECTION REPORTS TO THE AIRPORT, KEEP COPIES ON-SITE AT ALL TIMES AND SHALL BE RESPONSIBLE FOR ALL INSPECTIONS UNTIL THE NOTICE OF DISCONTINUATION. BASIS OF PAYMENT WILL BE LUMP SUM. 6 C-105 MOBILIZATION WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION C-105 AND THE PLANS. A SAFETY COMPLIANCE DOCUMENT (SPCD) SHALL BE WRITTEN IN ACCORDANCE WITH AC 150/5370-2G SECTION 4.2.2. BASIS OF PAYMENT SHALL BE LUMP SUM AND SHALL INCLUDE ALL PREPARATORY WORK COSTS INCURRED INCLUDING BUT NOT LIMITED TO COSTS OF BONDS, INSURANCE, AND OTHER MISCELLANEOUS ITEMS THAT DO NOT HAVE THEIR OWN SEPARATE BID ITEMS BUT ARE REQUIRED TO COMPLETE THE PROJECT, SHALL BE INCLUDED IN THIS BID ITEM. 7 C-105 TRAFFIC CONTROL WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION C-105 AND THE PLANS. BASIS OF PAYMENT SHALL BE LUMP SUM AND SHALL INCLUDE ALL TRAFFIC CONTROL NECESSARY PER THE PLANS AND CSPP. 8 C-105 CONSTRUCTION SURVEY WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION C-105 AND THE PLANS. THIS ITEM SHALL INCLUDE ALL SURVEY NECESSARY FOR THE LAYOUT AND STAKING OF CONSTRUCTION OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE FIELD NOTES AND VERIFICATION CHECKS AS PROVIDED IN THE FAA GENERAL PROVISION SECTIONS AND SHALL PROVIDE ADDITIONAL SURVEYING REQUIREMENTS THAT ARE ALSO LISTED IN THE REFERENCE SPECIFICATIONS FOR THE PROJECT. BASIS OF PAYMENT SHALL BE LUMP SUM. 9 P-152 UNCLASSIFIED EXCAVATION WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION P-152 AND THE PLANS. BASIS OF PAYMENT BE BASED ON TEMPLATE QUANTITIES AS FOLLOWS: EARTHWORK CUT: 2,860 CY FILL + 30% = 1,460 CY WASTE = 1,400 CY ALL AREAS TO BE COMPACTED IN ACCORDANCE WITH THE MOISTURE AND DENSITY REQUIREMENTS AS STATED IN REFERENCE SPECIFICATION P-152 AND THE PLANS. 8" OF TOPSOIL SHALL BE STRIPPED FROM THE GRADING AREA, 7" OF TOPSOIL SHALL BE RESPREAD IN ALL AREAS TO BE SEEDED. MATERIAL TO BE WASTED SHALL BE DONE SO ON SITE IN AN AREA IDENTIFIED BY THE ENGINEER 10 P-152 TOPSOIL STRIP, SALVAGE AND RESPREAD WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION P-152 AND THE PLANS. BASIS OF PAYMENT BE BASED ON TEMPLATE QUANTITIES AS FOLLOWS: TOPSOIL TOPSOIL STRIP: 4,370 CY TOPSOIL RESPREAD + 30% = 4,370 CY WASTE/BORROW = 0 CY 8’’ OF TOPSOIL SHALL BE STRIPPED AND STOCKPILED AND THE TOP 7” OF ALL AREAS TO BE SEEDED SHALL CONSIST OF TOPSOIL. 11 P-153 CONTROLLED LOW-STRENGTH MATERIAL (CLSM) WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION P-153 AND THE PLANS. PAYMENT SHALL BE BY THE CUBIC YARD. MEASUREMENT WILL BE BY LOAD TICKETS FOR MATERIAL DELIVERED TO SITE AND INCORPORATED INTO PROJECT. 12 P-156 CEMENT TREATED SUBGRADE, 12" WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION P-156 AND THE PLANS. THE SUBGRADE SHALL BE TREATED WITH CEMENT AND SHALL BE COMPACTED TO IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN REFERENCE SPECIFICATION P-156. PAYMENT WILL NOT BE MADE FOR SUBGRADE TREATMENT EXTENDED BEYOND THE SPECIFIED SUBGRADE TREATMENT DIMENSION. BASIS OF PAYMENT WILL BE PER SQUARE YARD OF SUBGRADE TREATED. 13 P-156 CEMENT, 8% WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION P-156 AND THE PLANS. CEMENT SHALL BE INCORPORATED INTO THE SOIL AT A RATE OF 8% CEMENT PER DRY UNIT WEIGHT OF SOIL. BASIS OF PAYMENT WILL BE PER TON OF CEMENT MATERIAL INCORPORATED INTO THE SOIL. 14 P-219 RECYCLED CONCRETE AGGREGATE BASE COURSE, 6" WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION P-219 AND THE PLANS. RECYCLED CONCRETE AGGREGATE BASE COURSE SHALL BE COMPACTED IN ACCORDANCE WITH MOISTURE AND DENSITY REQUIREMENTS PRIOR TO PLACEMENT OF PCC SURFACE. ADDITIONAL PAYMENT WILL NOT BE MADE FOR RECYCLED CONCRETE AGGREGATE BASE COURSE EXTENDED BEYOND THE SPECIFIED RECYCLED CONCRETE AGGREGATE BASE COURSE EXTENSION DIMENSION OR FOR EXTENSION BEYOND THE SPECIFIED DIMENSION FOR USE OF A SLIP FORM PAVING MACHINE OR FOR EASE OF CONSTRUCTION. ANY ADDITIONAL EXTENSION BEYOND THE SPECIFIED DIMENSION SHALL BE AT THE EXPENSE OF THE CONTRACTOR. PAYMENT SHALL BE BY THE SQUARE YARD RECYCLED CONCRETE AGGREGATE BASE COURSE INSTALLED. 15 P-219 SEPARATION GEOTEXTILE WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION P-219 AND THE PLANS. PAYMENT SHALL BE BY THE SQUARE YARD. ESTIMATED PROJECT QUANTITIES ITEM NO. ITEM CODE ITEM UNIT QUANT AS BUILT QUANT. 1 C-102 INSTALLATION OF SILT FENCE LF 1,065 2 C-102 REMOVAL OF SILT FENCE LF 1,065 3 C-102 SILT FENCE CLEANOUT LF 1,065 4 C-102 INLET PROTECTION DEVICE EA 3 5 C-102 SWPPP ESTABLISHMENT AND MANAGEMENT LS 1 6 C-105 MOBILIZATION LS 1 7 C-105 TRAFFIC CONTROL LS 1 8 C-105 CONSTRUCTION SURVEY LS 1 9 P-152 UNCLASSIFIED EXCAVATION CY 2,860 10 P-152 TOPSOIL STRIP, SALVAGE AND RESPREAD CY 4,370 11 P-153 CONTROLLED LOW-STRENGTH MATERIAL (CLSM)CY 100 12 P-156 CEMENT TREATED SUBGRADE, 12"SY 2,575 13 P-156 CEMENT, 8%TON 115 14 P-219 RECYCLED CONCRETE AGGREGATE BASE COURSE, 6"SY 2,575 15 P-219 SEPARATION GEOTEXTILE SY 2,575 16 P-501 CONCRETE PAVEMENT, 6.5"SY 2,500 17 P-620 PAVEMENT MARKINGS, SOLID WHITE, WITH BEADS SF 25,565 18 P-620 PAVEMENT MARKINGS, SOLID YELLOW, WITH BEADS SF 1,400 19 P-620 PAVEMENT MARKING REMOVALS SF 30,630 20 D-705 6" SUBDRAIN LF 585 21 D-705 SUBDRAIN CLEANOUTS EA 4 22 D-705 4" FIELD TILE LF 450 23 T-901 SEEDING, FERTILIZING AND MULCHING ACRE 4 24 T-908 SHOULDER EROSION CONTROL - FGM SY 800 25 L-108 NO. 8 AWG 5 KV, L-824, TYPE C CABLE, INSTALLED IN TRENCH, DUCT BANK OR CONDUIT LF 9,000 26 L-108 NO. 6 AWG, SOLID, BARE COPPER COUNTERPOISE WIRE, INSTALLED IN TRENCH OR ABOVE THE DUCT BANK OR CONDUIT, INCLUDING CONNECTIONS/TERMINATIONS LF 8,500 27 L-110 NON-ENCASED 2" PVC/HDPE CONDUIT LF 8,500 28 L-110 2" PVC/HDPE CONDUIT DIRECTIONAL BORED LF 100 29 L-115 L-867 ELECTRICAL HANDHOLE, SIZE B, 24" DEEP EA 2 30 L-125 L-861 (L) MIRL, 24" TALL, BASE MOUNTED RUNWAY EDGE LIGHT (WHITE/YELLOW)EA 26 31 L-125 L-861 (L) MIRL, 24" TALL, BASE MOUNTED RUNWAY EDGE LIGHT (YELLOW/RED)EA 6 32 L-125 L-861 (L) MIRL, 24" TALL, BASE MOUNTED DISPLACED THRESHOLD LIGHT (GREEN/YELLOW)EA 4 33 L-125 L-861 E (L) MIRL, 24" TALL, BASE MOUNTED DISPLACED THRESHOLD LIGHT (GREEN/OBSCURED)EA 12 34 L-125 L-861 E (L) MIRL, 24" TALL, BASE MOUNTED THRESHOLD LIGHT (RED/RED)EA 8 35 L-125 L-861 E (L) MIRL, 24" TALL, BASE MOUNTED THRESHOLD LIGHT ON EXISTING BASE (RED/RED)EA 8 36 L-125 L-858 (L) AGM GUIDANCE SIGN, SIZE 1, STYLE 2, REPLACE DISPLAY FACE ONLY ON EXISTING SIGN EA 1 37 L-125 SPARE PARTS LS 1 38 L-125 REMOVE EXISTING EDGE LIGHTING SYSTEM EA 1 ALTERNATE A A1 L-108 NO. 8 AWG 5 KV, L-824, TYPE C CABLE, INSTALLED IN TRENCH, DUCT BANK OR CONDUIT LF 170 A2 L-108 NO. 6 AWG, SOLID, BARE COPPER COUNTERPOISE WIRE, INSTALLED IN TRENCH OR ABOVE THE DUCT BANK OR CONDUIT, INCLUDING CONNECTIONS/TERMINATIONS LF 85 A3 L-110 NON-ENCASED 2" PVC/HDPE CONDUIT LF 85 A4 L-125 L-881I (L), STYLE B, CLASS 2, PAPI EA 1 ALTERNATE B B1 L-108 NO. 8 AWG 5 KV, L-824, TYPE C CABLE, INSTALLED IN TRENCH, DUCT BANK OR CONDUIT LF 520 B2 L-108 NO. 6 AWG, SOLID, BARE COPPER COUNTERPOISE WIRE, INSTALLED IN TRENCH OR ABOVE THE DUCT BANK OR CONDUIT, INCLUDING CONNECTIONS/TERMINATIONS LF 260 B3 L-110 NON-ENCASED 2" PVC/HDPE CONDUIT LF 435 B4 L-110 CONCRETE-ENCASED 2" PVC/HDPE CONDUIT LF 85 B5 L-125 L-849I (L), STYLE C, REIL SYSTEM EA 1 SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920C01.dwg 3/9/2023 8:19:45 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR C.01 QUANTITIES & ESTIMATE REFERENCE NOTES Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 19 of 47 WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION C-102 AND THE POLLUTION PREVENTION PLAN REQUIREMENTS. WOOD POST SHALL BE USED IN LIEU OF STEEL POST WHEN THE SILT FENCE IS INSTALLED WITHIN 200’ FROM THE RUNWAY CENTERLINE OR WITHIN 48’ FROM A TAXIWAY PAVEMENT EDGE. BASIS WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION C-102 AND THE POLLUTION PREVENTION PLAN REQUIREMENTS. BASIS OF PAYMENT THE CONTRACTOR SHALL ESTABLISH A STORM WATER POLLUTION PREVENTION PLAN MEETING THE REQUIREMENTS OF NPDES GP #2. IN ADDITION, THE CONTRACTOR SHALL 16 P-501 CONCRETE PAVEMENT, 6.5" WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION P-501 AND THE PLANS. COURSE AGGREGATE SHALL BE 3I MINIMUM. EPOXY COATED DEFORMED BARS, EPOXY COATED DOWEL BARS, EPOXY COATED WIRE MESH, EPOXYING OF DOWEL BARS, REINFORCING CHAIRS OR BOLSTERS, SAW CUTTING, CHAMFERING AND JOINT SEALING SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. BASIS OF PAYMENT SHALL BE PER SQUARE YARD OF PAVING INSTALLED. 17 P-620 PAVEMENT MARKINGS, SOLID WHITE, WITH BEADS WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION P-620 AND THE PLANS. BLACK OUTLINE AND REMOVAL OF PAVEMENT CURE SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. PAYMENT SHALL BE PER SQUARE FOOT OF GROSS AREA OF THE PAVEMENT MARKINGS. 18 P-620 PAVEMENT MARKINGS, SOLID YELLOW, WITH BEADS WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION P-620 AND THE PLANS. BLACK OUTLINE AND REMOVAL OF PAVEMENT CURE SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. PAYMENT SHALL BE PER SQUARE FOOT OF GROSS AREA OF THE PAVEMENT MARKINGS. 19 P-620 PAVEMENT MARKING REMOVALS WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION P-620 AND THE PLANS. PAVEMENT MARKING SHALL BE REMOVED IN LARGE AREAS RATHER THAN THE JUST THE MARKING ITSELF, TO REDUCE CONFUSION FOR PILOTS FROM THE AIR. SEE DEMOLITION PLAN FOR EXTENTS OF REMOVALS. BASIS OF PAYMENT SHALLL BE PER SQUARE FOOT OF GROSS AREA OF THE PAVEMENT MARKINGS REMOVED. 20 D-705 6" SUBDRAIN WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION D-705 AND THE PLANS. ALL REQUIRED FITTINGS, ENGINEERING FABRIC, POROUS BACKFILL, CONNECTIONS TO EXISTING SUBDRAINS AND CONNECTIONS TO EXISTING PIPE BARREL SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. BASIS OF PAYMENT SHALL BE PER EACH LINEAR FOOT OF SUBDRAIN INSTALLED. 21 D-705 SUBDRAIN CLEANOUTS WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION D-705 AND THE PLANS. SUBDRAIN CLEANOUT CASTING, CONCRETE ENCASEMENT INCLUDING REINFORCEMENT BARS, SUBDRAIN CLEANOUT RISER, AND WYE SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. BASIS OF PAYMENT SHALL BE PER EACH CLEANOUT INSTALLED. 22 D-705 4" FIELD TILE WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION D-705 AND THE PLANS. THE TILE SHALL BE BACKFILLED WITH DIRT AND NOT POROUS BACKFILL OR FILTER FABRIC IS REQUIRED. ALL REQUIRED FITTING AND OTHER APPURTENANCES NECESSARY SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE TO ANY UTILITIES, PUBLIC OR PRIVATE, DURING THE INSTALLATION OF THE TILE. BASIS OF PAYMENT SHALL BE PER EACH LINEAR FOOT OF TILE INSTALLED. 23 T-901 SEEDING, FERTILIZING AND MULCHING WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION T-901 AND THE PLANS. THIS ITEM SHALL PROVIDE FOR SEEDBED PREPARATION, SEEDING, FERTILIZING AND MULCHING OF ALL AREAS DISTURBED BY CONSTRUCTION. THIS BID ITEM WILL BE ACCEPTED WHEN A STAND OF GRASS HAS BEEN ESTABLISHED IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION T-901. BASIS OF PAYMENT WILL BE PER ACRE. 24 T-908 SHOULDER EROSION CONTROL - FGM WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION T-908 AND THE PLANS. BASIS OF PAYMENT SHALL BE SQUARE YARD OF FGM INSTALLED. 25 L-108 NO. 8 AWG 5 KV, L-824, TYPE C CABLE, INSTALLED IN TRENCH, DUCT BANK OR CONDUIT WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-108 AND THE PLANS. CABLE MARKERS, DUCT MARKERS, VERTICAL LENGTHS OF WIRE, WIRE INSIDE VAULT, AND SLACK SHALL BE CONSIDERED INCIDENTAL. BASIS OF PAYMENT SHALL BE PER LINEAR FOOT OF WIRE INSTALLED. 26 L-108 NO. 6 AWG, SOLID, BARE COPPER COUNTERPOISE WIRE, INSTALLED IN TRENCH OR ABOVE THE DUCT BANK OR CONDUIT, INCLUDING CONNECTIONS/TERMINATIONS WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-108 AND THE PLANS. CABLE MARKERS, DUCT MARKERS, VERTICAL LENGTHS OF WIRE, WIRE INSIDE VAULT, AND SLACK SHALL BE CONSIDERED INCIDENTAL. BASIS OF PAYMENT SHALL BE PER LINEAR FOOT OF WIRE INSTALLED. 27 L-110 NON-ENCASED 2" PVC/HDPE CONDUIT WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-110 AND THE PLANS. BASIS OF PAYMENT SHALL BE PER LINEAR FOOT. 28 L-110 2" PVC/HDPE CONDUIT DIRECTIONAL BORED WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-110 AND THE PLANS. THIS ITEM HAS BEEN STABLISHED TO DETERMINE A PRICE SHOULD IT BE NEEDED. THIS ITEM MAY BE OMITTED IN ACCORDANCE WITH THE REFERENCE SPECIFICATIONS. BASIS OF PAYMENT SHALL BE PER LINEAR FOOT. 29 L-115 L-867 ELECTRICAL HANDHOLE, SIZE B, 24" DEEP WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-115 AND THE PLANS. HANDHOLES SHALL INCLUDE 3/4" DRAIN NIPPLE, EXTERNAL GROUNDING LUG (600V ONLY), INTERNAL GROUNDING LUG, PROVISIONS FOR CONDUIT PENETRATIONS AND SHALL HAVE A 3/8" MINIMUM THICK LID. ASR TESTING PER REFERENCE SPECIFICATION P-610-2.1 IS NOT REQUIRED BASIS OF PAYMENT SHALL BE PER EACH. 30 L-125 L-861 (L) MIRL, 24" TALL, BASE MOUNTED RUNWAY EDGE LIGHT (WHITE/YELLOW) WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-125 AND THE PLANS. BASIS OF PAYMENT SHALL BE PER EACH. 31 L-125 L-861 (L) MIRL, 24" TALL, BASE MOUNTED RUNWAY EDGE LIGHT (YELLOW/RED) WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-125 AND THE PLANS. BASIS OF PAYMENT SHALL BE PER EACH. 32 L-125 L-861 (L) MIRL, 24" TALL, BASE MOUNTED DISPLACED THRESHOLD LIGHT (GREEN/YELLOW) WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-125 AND THE PLANS. BASIS OF PAYMENT SHALL BE PER EACH. 33 L-125 L-861 E (L) MIRL, 24" TALL, BASE MOUNTED DISPLACED THRESHOLD LIGHT (GREEN/OBSCURED) WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-125 AND THE PLANS. BASIS OF PAYMENT SHALL BE PER EACH. 34 L-125 L-861 E (L) MIRL, 24" TALL, BASE MOUNTED THRESHOLD LIGHT (RED/RED) WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-125 AND THE PLANS. BASIS OF PAYMENT SHALL BE PER EACH. 35 L-125 L-861 E (L) MIRL, 24" TALL, BASE MOUNTED THRESHOLD LIGHT ON EXISTING BASE (RED/RED) WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-125 AND THE PLANS. BASIS OF PAYMENT SHALL BE PER EACH. 36 L-125 L-858 (L) AGM GUIDANCE SIGN, SIZE 1, STYLE 2, REPLACE DISPLAY FACE ONLY ON EXISTING SIGN WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-125 AND THE PLANS. THE SIGN FACE SHALL BE FROM AIRFIELD GUIDANCE SIGN MANUFACTURERS, INC. TO ENSURE THE CORRECT FIT TO EXISTING SIGN. CONTRACTOR SHALL VERIFY FOR THEM SELVES THE EXACT MODEL PRIOR TO ORDERING NEW SIGN FACES TO INSTALL ON THE EXISTING SIGN. BASIS OF PAYMENT SHALL BE PER EACH. 37 L-125 SPARE PARTS WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-125 AND THE PLANS. BASIS OF PAYMENT SHALL BE PER LUMP SUM. 38 L-125 REMOVE EXISTING EDGE LIGHTING SYSTEM WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-125 AND THE PLANS. ALL FOUNDATION BASES, HAND HOLES, CONDUCTORS, RELATED TO THE REMOVAL OF RUNWAY AND TAXIWAY EDGE LIGHTING SYSTEM SHALL BE REMOVED AND SHALL BECOME THE PROPERTY OF THE CONTRACTOR. ALL REMOVED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF AIRPORT PROPERTY. BASIS OF PAYMENT SHALL BE LUMP SUM. ESTIMATE REFERENCE INFORMATION (ALTERNATE A) ITEM NO.ITEM CODE DESCRIPTION A1 L-108 NO. 8 AWG 5 KV, L-824, TYPE C CABLE, INSTALLED IN TRENCH, DUCT BANK OR CONDUIT WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-108 AND THE PLANS. CABLE MARKERS, DUCT MARKERS, VERTICAL LENGTHS OF WIRE, WIRE INSIDE VAULT, AND SLACK SHALL BE CONSIDERED INCIDENTAL. BASIS OF PAYMENT SHALL BE PER LINEAR FOOT OF WIRE INSTALLED. A2 L-108 NO. 6 AWG, SOLID, BARE COPPER COUNTERPOISE WIRE, INSTALLED IN TRENCH OR ABOVE THE DUCT BANK OR CONDUIT, INCLUDING CONNECTIONS/TERMINATIONS WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-108 AND THE PLANS. CABLE MARKERS, DUCT MARKERS, VERTICAL LENGTHS OF WIRE, WIRE INSIDE VAULT, AND SLACK SHALL BE CONSIDERED INCIDENTAL. BASIS OF PAYMENT SHALL BE PER LINEAR FOOT OF WIRE INSTALLED. A3 L-110 NON-ENCASED 2" PVC/HDPE CONDUIT WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-110 AND THE PLANS. BASIS OF PAYMENT SHALL BE PER LINEAR FOOT. A4 L-125 L-881I (L), STYLE B, CLASS 2, PAPI WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-125 AND THE PLANS. THE PAPI UNITS SHALL BE THE REQUIREMENTS OF AC 150/5345-2, CURRENT EDITION. MINOR GRADING AND SHAPING AROUND THE PAPI FOUNDATIONS SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. A COMPLETE PAPI SYSTEM SHALL INCLUDE INSTALLATION OF ALL EQUIPMENT NECESSARY TO PROVIDE A FULLY FUNCTION SYSTEM AT EACH END OF RUNWAY. ASR TESTING PER P-610-2.1 IS NOT REQUIRED. THE CONTRACTOR SHALL PROVIDE A REPRESENTATIVE TO BE PRESENT AT AND PROVIDE AIMING MODIFICATIONS TO THE PAPI DURING AN FAA PROVIDED FLIGHT CHECK. FAA FLIGHT CHECK SCHEDULE IS CURRENTLY NOT KNOWN. THE COST OF THE INITIAL FLIGHT CHECK WILL BE PAID FOR BY THE SPONSOR. BASIS OF PAYMENT SHALL BE PER EACH SYSTEM INSTALLED ON EACH END OF RUNWAY. ESTIMATE REFERENCE INFORMATION (CONT.) ITEM NO. ITEM CODE DESCRIPTION ESTIMATE REFERENCE INFORMATION (ALTERNATE B) ITEM NO.ITEM CODE DESCRIPTION B1 L-108 NO. 8 AWG 5 KV, L-824, TYPE C CABLE, INSTALLED IN TRENCH, DUCT BANK OR CONDUIT WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-108 AND THE PLANS. CABLE MARKERS, DUCT MARKERS, VERTICAL LENGTHS OF WIRE, WIRE INSIDE VAULT, AND SLACK SHALL BE CONSIDERED INCIDENTAL. BASIS OF PAYMENT SHALL BE PER LINEAR FOOT OF WIRE INSTALLED. B2 L-108 NO. 6 AWG, SOLID, BARE COPPER COUNTERPOISE WIRE, INSTALLED IN TRENCH OR ABOVE THE DUCT BANK OR CONDUIT, INCLUDING CONNECTIONS/TERMINATIONS WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-108 AND THE PLANS. CABLE MARKERS, DUCT MARKERS, VERTICAL LENGTHS OF WIRE, WIRE INSIDE VAULT, AND SLACK SHALL BE CONSIDERED INCIDENTAL. BASIS OF PAYMENT SHALL BE PER LINEAR FOOT OF WIRE INSTALLED. B3 L-110 NON-ENCASED 2" PVC/HDPE CONDUIT WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-110 AND THE PLANS. BASIS OF PAYMENT SHALL BE PER LINEAR FOOT. B4 L-110 CONCRETE-ENCASED 2" PVC/HDPE CONDUIT WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-110 AND THE PLANS. BASIS OF PAYMENT SHALL BE PER LINEAR FOOT. B5 L-125 L-849I (L), STYLE C, REIL SYSTEM WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION L-125 AND THE PLANS. THE REIL UNITS SHALL BE THE REQUIREMENTS OF AC 150/5345-51, CURRENT EDITION. MINOR GRADING AND SHAPING AROUND THE REIL FOUNDATIONS SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. A COMPLETE REIL SYSTEM SHALL INCLUDE INSTALLATION OF ALL EQUIPMENT NECESSARY TO PROVIDE A FULLY FUNCTION SYSTEM AT EACH END OF RUNWAY. ASR TESTING PER P-610-2.1 IS NOT REQUIRED. THE CONTRACTOR SHALL PROVIDE A REPRESENTATIVE TO BE PRESENT AT AND PROVIDE AIMING MODIFICATIONS TO THE REIL DURING AN FAA PROVIDED FLIGHT CHECK. FAA FLIGHT CHECK SCHEDULE IS CURRENTLY NOT KNOWN. THE COST OF THE INITIAL FLIGHT CHECK WILL BE PAID FOR BY THE SPONSOR. BASIS OF PAYMENT SHALL BE PER EACH SYSTEM INSTALLED ON EACH END OF RUNWAY. SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920C01.dwg 3/9/2023 8:19:46 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR C.02 QUANTITIES & ESTIMATE REFERENCE NOTES Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 20 of 47 CO CBR=646.05I= ARCH PIPE RCP SEARCH PIPE RCP NW 641.70 641.69I=I=I=I=I= CBR=646.17 I= ARCH PIPE RCP NW ARCH PIPE RCP SE 641.46 641.53 I=I=I=I=I= CBR=646.47I= 6" CMP SW30" RCP NW30" RCP S 641.70642.84I=I=641.66I=I=I= ELEV= 6 4 1. 0 4 ELEV= 6 4 1. 5 6 CGXXX X X X X X X X X X X X X X X XXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXMS MS MS MS MS MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS CE.01 EROSION CONTROL R FEETSCALE 0 25 50 HORZ. SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920CE01.dwg 3/9/2023 8:19:58 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR LEGEND: SILT FENCE INLET PROTECTION FLEXIBLE GROWTH MEDIUM MS GRADING LIMITS Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 21 of 47 635 640 645 650 655 660 649.6134+50 649.5649.5135+00 649.4649.3135+50 649.3649.2136+00 649.1649.1136+50 649.0649.0137+00 648.9648.8137+50 648.8648.7138+00 648.6648.6138+50 648.6648.5139+00 648.54648.2648.54648.2139+50 648.54648.3648.54648.3140+00 648.54648.2648.54648.1140+50 648.54648.1648.54648.1141+00 648.54647.6648.54647.1141+50 648.54646.4648.54646.0142+00 648.48646.5648.42647.3142+50 648.42647.9648.42648.5143+00 648.42648.8648.42649.0143+50 648.42648.8648.42648.8144+00 648.17649.0647.92649.5144+50 648.93649.9649.95650.5145+00 650.96651.3651.2145+50 646.8648.0146+00 649.8146+50 147+00 0.00%VPI: 139+00.16EL: 648.54VPI: 142+00.00 EL: 648.54-0.24%0.00%-0.99% 4.05% VPI: 142+00.00 EL: 648.42 VPI: 144+00.00EL: 648.42VPI: 144+50.00EL: 647.92VPI: 145+35.31EL: 651.37>>>>>>>>>>>>>>>>>>>>>>>>135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 C G H >> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >> >> >> >> > >>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> X X X X X X XXXXX X X X X X XXXXXXXXX XXXXXXXXXXXXXXXXXX XX646647 647647 647 647 648 648 650648648649651647 647 648 646647646647648649 650 648649 65 1 648 648 649 648 6496476476476486 49 650647647648648 648648649649649651652 646646647647648648 648 649649646.6 5 H P 6 4 7 . 3 5 646.8 0 646.5 5 H P 646.1 3 647.9 8 648.5 4 647.9 8 648.3 6 649.4 5 649.8 8 650.5 4 651.2 1 651.3 8 652.1 9 651.4 7 651.0 5 650.3 8 650.4 7 6 4 7 . 2 4 646.7 7 647.8 9 648.5 5 647.8 0 647.0 8 64 6 . 0 5 647.44647.97 645.80 645.62646.39 642.96 0.13%0.29 %0.50%0.50%0.70% 64 7 . 9 2 EM E R G E N C Y O V E R F L OW 2.92% 4.05% 6.72% 0.43%0.30% 0.29%0.13%647.556 4 7 . 5 5 0.43%646.9 5 647.3 6 647.3 6 646.9 5 645.9 6 646.9 5 647.3 6 647.3 6 646.9 5 1.50%0.87%1.50%0.44%1.98%1.50%4.95%1.50%647 647 648 648 647 647647 648 4.05% 64 6 . 3 1 0.98%D.01 PLAN AND PROFILE VIEWFEETSCALE 0 40 80 HORZ. FEETSCALE 0 5 10 VERT. 1.5" DROP FROM PAVEMENT PROPOSED PROFILE EXISTING PROFILE 300' PAVEMENT EXTENSION GRADING LIMITS (TYP.) 2.00% 1000.00 1000.00 2.00% GRADING LEGEND EXISTING SLOPE PROPOSED SLOPE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION LIMITS OF GRADING PROPOSED PAVEMENT JOINT NOTE: ALL SLOPES SHOWN NEAR FIELD TILE RELATE TO THE PROPOSED GROUND CHARACTERISTICS, NOT THE FIELD TILE ITSELF. FLOWLINE ELEVATIONS ARE GIVEN AT CRITICAL POINTS FOR THE FIELD TILE. R SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920D01.dwg 3/9/2023 8:20:14 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR EXCAVATE AND BACKFILL WITH CLSM. SEE DETAILS SHEET FOR MORE INFORMATION EXISTING CATCH BASIN TO BE MODIFIED R = 646.47 I = 6" CMP SW 642.84 I = 30" RCP NW 641.70 I = 30" RCP S 641.66 I = 4" FIELD TILE E 642.95 EXISTING CATCH BSIN R = 646.96 I = 30" RCP SE 642.01 I = 24" RCP NW 642.27 I = 8" PLASTIC NW 644.49 I = 8" CMP SW 642.90 EXISTING CATCH BASIN R = 646.94 I = ARCH PIPE RCP SE 642.09 I = ARCH PIPE RCP NW 642.19 EXISTING CATCH BASIN R = 646.05 I = ARCH PIPE RCP S 641.69 I = ARCH PIPE RCP NW 641.70 EXISTING CATCH BASIN R = 646.17 I = ARCH PIPE RCP NW 641.53 I = ARCH PIPE RCP S 641.46 EXISTING FLARED END SECTION FL = 641.04 EXISTING FLARED END SECTION FL = 641.56 4" FIELD TILE FL = 643.39 4" FIELD TILE FL = 644.35 CAP END OF TILE CONNECT DRAIN TILE TO EXISTING STORM SEWER INTAKE. CORE DRILL AND PROVIDE CONCRETE COLLAR. Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 22 of 47 EEEEEE 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 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 E E E E E E EE E99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 MATCH LINEDISPLACED THRESHOLDEND 12RUNWAY 12/30 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 MATCH LINEDISPLACED THRESHOLDEND 12RUNWAY 12/30 SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920E01.dwg 3/9/2023 8:20:28 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR E.01 ELECTRICAL PLANFEETSCALE 0 25 50 HORZ. POWER AND EQUIPMENT CIRCUITS COUNTERPOISE CIRCUITS A 1 - 2" PROPOSED PVC/HDPE CONDUIT WITH (1) #8 5KV L-824 CABLEA C D E WIRE/CONDUIT LEGEND H PROPOSED L-867 B HANDHOLE 1 - 2" PROPOSED PVC/HDPE CONDUIT WITH (2) #8 5KV L-824 CABLEB IN EXISTING 2" CONDUIT, INSTALL (1) #8 5KV L-824 CABLE 1 - DIRECT BURY #6 COUNTERPOISE & GROUND RODS 1 - 2" PROPOSED PVC/HDPE CONDUIT, WITH MANUFACTURERS RECOMMENDED CABLING G 1 - 2" PROPOSED PVC/HDPE CONDUIT, CONCRETE ENCASED, WITH MANUFACTURERS RECOMMENDED CABLING PROPOSED GROUND ROD F IN EXISTING 2" CONDUIT, INSTALL (2) #8 5KV L-824 CABLE NOTE: FOR LIGHT COLORS AND DESIGNATIONS, SEE P SHEETS. A A A A A A A A G G G G G G G G G B B 5' (TYP.)R R Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 23 of 47 HH 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00RUNWAY 7/25RUNWAY 12/30 MATCH LINEMATCH LINEH 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 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 E E E E E E E E E E E E E E E E E E E E E E E EHH 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00RUNWAY 7/25RUNWAY 12/30 MATCH LINEMATCH LINEH SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920E01.dwg 3/9/2023 8:20:29 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR E.02 ELECTRICAL PLANFEETSCALE 0 25 50 HORZ. POWER AND EQUIPMENT CIRCUITS COUNTERPOISE CIRCUITS A A E A A A A E A GGGG GGGG UTILIZE EXISTING HANDHOLE L-867-B HANDHOLE L-867-B HANDHOLE 5' (TYP.)R R CONNECT TO EXISTING COUNTERPOISE CONNECT TO EXISTING COUNTERPOISE 1 - 2" PROPOSED PVC/HDPE CONDUIT WITH (1) #8 5KV L-824 CABLEA C D E WIRE/CONDUIT LEGEND H PROPOSED L-867 B HANDHOLE 1 - 2" PROPOSED PVC/HDPE CONDUIT WITH (2) #8 5KV L-824 CABLEB IN EXISTING 2" CONDUIT, INSTALL (1) #8 5KV L-824 CABLE 1 - DIRECT BURY #6 COUNTERPOISE & GROUND RODS 1 - 2" PROPOSED PVC/HDPE CONDUIT, WITH MANUFACTURERS RECOMMENDED CABLING G 1 - 2" PROPOSED PVC/HDPE CONDUIT, CONCRETE ENCASED, WITH MANUFACTURERS RECOMMENDED CABLING PROPOSED GROUND ROD F IN EXISTING 2" CONDUIT, INSTALL (2) #8 5KV L-824 CABLE NOTE: FOR LIGHT COLORS AND DESIGNATIONS, SEE P SHEETS. Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 24 of 47 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 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 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 EHH HH 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00TAXIWAY AMATCH LINEMATCH LINERUNWAY 12/30 HH HH 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00TAXIWAY AMATCH LINEMATCH LINERUNWAY 12/30 SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920E01.dwg 3/9/2023 8:20:30 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR E.03 ELECTRICAL PLANFEETSCALE 0 25 50 HORZ. POWER AND EQUIPMENT CIRCUITS COUNTERPOISE CIRCUITS A E A A A A E A A A G G G G G G G G L-867-B HANDHOLE L-867-B HANDHOLE L-867-B HANDHOLE L-867-B HANDHOLE 5' (TYP.)R R CONNECT TO EXISTING COUNTERPOISE CONNECT TO EXISTING COUNTERPOISE 1 - 2" PROPOSED PVC/HDPE CONDUIT WITH (1) #8 5KV L-824 CABLEA C D E WIRE/CONDUIT LEGEND H PROPOSED L-867 B HANDHOLE 1 - 2" PROPOSED PVC/HDPE CONDUIT WITH (2) #8 5KV L-824 CABLEB IN EXISTING 2" CONDUIT, INSTALL (1) #8 5KV L-824 CABLE 1 - DIRECT BURY #6 COUNTERPOISE & GROUND RODS 1 - 2" PROPOSED PVC/HDPE CONDUIT, WITH MANUFACTURERS RECOMMENDED CABLING G 1 - 2" PROPOSED PVC/HDPE CONDUIT, CONCRETE ENCASED, WITH MANUFACTURERS RECOMMENDED CABLING PROPOSED GROUND ROD F IN EXISTING 2" CONDUIT, INSTALL (2) #8 5KV L-824 CABLE NOTE: FOR LIGHT COLORS AND DESIGNATIONS, SEE P SHEETS. Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 25 of 47 HHH H H 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00ABANDONED RUNWAYMATCH LINEMATCH LINERUNWAY 12/30 >>>>>>>>>>>>>>>>>>>>>>>> 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 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 E E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEHHH H H 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00ABANDONED RUNWAYMATCH LINEMATCH LINERUNWAY 12/30 >>>>>>>>>>>>>>>>>>>>>>>> SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920E01.dwg 3/9/2023 8:20:32 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR E.04 ELECTRICAL PLANFEETSCALE 0 25 50 HORZ. POWER AND EQUIPMENT CIRCUITS COUNTERPOISE CIRCUITS A A A E A A F A A A E A A G G G G G G G G G G L-867-B HANDHOLE L-867-B HANDHOLE L-867-B HANDHOLE L-867-B HANDHOLE L-867-B HANDHOLE 5' (TYP.)EXISTING COUNTERPOISE CIRCUIT R R DEAD END OR CONNECT TO EXISTING COUNTERPOISE DEAD END OR CONNECT TO EXISTING COUNTERPOISE 1 - 2" PROPOSED PVC/HDPE CONDUIT WITH (1) #8 5KV L-824 CABLEA C D E WIRE/CONDUIT LEGEND H PROPOSED L-867 B HANDHOLE 1 - 2" PROPOSED PVC/HDPE CONDUIT WITH (2) #8 5KV L-824 CABLEB IN EXISTING 2" CONDUIT, INSTALL (1) #8 5KV L-824 CABLE 1 - DIRECT BURY #6 COUNTERPOISE & GROUND RODS 1 - 2" PROPOSED PVC/HDPE CONDUIT, WITH MANUFACTURERS RECOMMENDED CABLING G 1 - 2" PROPOSED PVC/HDPE CONDUIT, CONCRETE ENCASED, WITH MANUFACTURERS RECOMMENDED CABLING PROPOSED GROUND ROD F IN EXISTING 2" CONDUIT, INSTALL (2) #8 5KV L-824 CABLE NOTE: FOR LIGHT COLORS AND DESIGNATIONS, SEE P SHEETS. Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 26 of 47 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 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 E E E E E E E E E E E E E E E E E E E E E E E E EEEEEH EEEH HH 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 PROPOSED PAPIS (SEE B SERIES PLAN SHEETS INFORMATION)MATCH LINEMATCH LINERUNWAY 12/30 TAXIWAY B>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> H H HH 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 PROPOSED PAPIS (SEE B SERIES PLAN SHEETS INFORMATION)MATCH LINEMATCH LINERUNWAY 12/30 TAXIWAY B>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920E01.dwg 3/9/2023 8:20:33 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR E.05 ELECTRICAL PLANFEETSCALE 0 25 50 HORZ. POWER AND EQUIPMENT CIRCUITS COUNTERPOISE CIRCUITS A A A E A A A A A B D D G G G G G G G G L-867-B HANDHOLE L-867-B HANDHOLE L-867-B HANDHOLE L-867-B HANDHOLE INCIDENTAL TO PAPIs 5' (TYP.)EXISTING COUNTERPOISE CIRCUIT R R CONNECT TO EXISTING COUNTERPOISE 1 - 2" PROPOSED PVC/HDPE CONDUIT WITH (1) #8 5KV L-824 CABLEA C D E WIRE/CONDUIT LEGEND H PROPOSED L-867 B HANDHOLE 1 - 2" PROPOSED PVC/HDPE CONDUIT WITH (2) #8 5KV L-824 CABLEB IN EXISTING 2" CONDUIT, INSTALL (1) #8 5KV L-824 CABLE 1 - DIRECT BURY #6 COUNTERPOISE & GROUND RODS 1 - 2" PROPOSED PVC/HDPE CONDUIT, WITH MANUFACTURERS RECOMMENDED CABLING G 1 - 2" PROPOSED PVC/HDPE CONDUIT, CONCRETE ENCASED, WITH MANUFACTURERS RECOMMENDED CABLING PROPOSED GROUND ROD F IN EXISTING 2" CONDUIT, INSTALL (2) #8 5KV L-824 CABLE NOTE: FOR LIGHT COLORS AND DESIGNATIONS, SEE P SHEETS. Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 27 of 47 H 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 PROPOSED REIL (ALTERNATE B) PROPOSED REIL (ALTERNATE B)MATCH LINERUNWAY 12/30 RUNWAY 12/30 EXTENDED PAVEMENT MATCH LINE>> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> > > > >>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 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 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 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 EEEEEEEEEEEEEEEEEH 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 PROPOSED REIL (ALTERNATE B) PROPOSED REIL (ALTERNATE B)MATCH LINERUNWAY 12/30 RUNWAY 12/30 EXTENDED PAVEMENT MATCH LINE>> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> > >>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920E01.dwg 3/9/2023 8:20:34 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR E.06 ELECTRICAL PLANFEETSCALE 0 25 50 HORZ. POWER AND EQUIPMENT CIRCUITS COUNTERPOISE CIRCUITS A A A A A A A A A A B D C D DB B G G G G G G G G G G L-867-B HANDHOLE INCIDENTAL TO REILs 5' (TYP.)R R 1 - 2" PROPOSED PVC/HDPE CONDUIT WITH (1) #8 5KV L-824 CABLEA C D E WIRE/CONDUIT LEGEND H PROPOSED L-867 B HANDHOLE 1 - 2" PROPOSED PVC/HDPE CONDUIT WITH (2) #8 5KV L-824 CABLEB IN EXISTING 2" CONDUIT, INSTALL (1) #8 5KV L-824 CABLE 1 - DIRECT BURY #6 COUNTERPOISE & GROUND RODS 1 - 2" PROPOSED PVC/HDPE CONDUIT, WITH MANUFACTURERS RECOMMENDED CABLING G 1 - 2" PROPOSED PVC/HDPE CONDUIT, CONCRETE ENCASED, WITH MANUFACTURERS RECOMMENDED CABLING PROPOSED GROUND ROD F IN EXISTING 2" CONDUIT, INSTALL (2) #8 5KV L-824 CABLE NOTE: FOR LIGHT COLORS AND DESIGNATIONS, SEE P SHEETS. Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 28 of 47 E E E E E E E E E E E E E E E E E E E E E E E E EEEEEEE E E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEEEEEEEEEEEH 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 PROPOSED REIL (ALTERNATE B) PROPOSED REIL (ALTERNATE B) RUNWAY 12/30 EXTENDED PAVEMENT MATCH LINEC G >> >> >> >>>>>>>> >> > >>>>>>>>> > > >> >> >> > > > >>>>>>>>>>>>>>>>>>>>> X X X X X X X X X X XXXXXXXXXXXXXXXXXXXH 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 PROPOSED REIL (ALTERNATE B) PROPOSED REIL (ALTERNATE B) RUNWAY 12/30 EXTENDED PAVEMENT MATCH LINEC G >> >> >> >>>>>>>>>>>>>>>> > > >> >> >> > > > >>>>>>>>>>>>>>>>>>>>>>>>> X X X X X X X X XXXXXXXXXXXXXXXXXXXXXSHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920E01.dwg 3/9/2023 8:20:35 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR E.07 ELECTRICAL PLANFEETSCALE 0 25 50 HORZ. POWER AND EQUIPMENT CIRCUITS COUNTERPOISE CIRCUITS A A A A A A B D C D DB B A G G G G G G G G G L-867-B HANDHOLE INCIDENTAL TO REILs 5' (TYP.)R R 1 - 2" PROPOSED PVC/HDPE CONDUIT WITH (1) #8 5KV L-824 CABLEA C D E WIRE/CONDUIT LEGEND H PROPOSED L-867 B HANDHOLE 1 - 2" PROPOSED PVC/HDPE CONDUIT WITH (2) #8 5KV L-824 CABLEB IN EXISTING 2" CONDUIT, INSTALL (1) #8 5KV L-824 CABLE 1 - DIRECT BURY #6 COUNTERPOISE & GROUND RODS 1 - 2" PROPOSED PVC/HDPE CONDUIT, WITH MANUFACTURERS RECOMMENDED CABLING G 1 - 2" PROPOSED PVC/HDPE CONDUIT, CONCRETE ENCASED, WITH MANUFACTURERS RECOMMENDED CABLING PROPOSED GROUND ROD F IN EXISTING 2" CONDUIT, INSTALL (2) #8 5KV L-824 CABLE NOTE: FOR LIGHT COLORS AND DESIGNATIONS, SEE P SHEETS. Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 29 of 47 E E E E E E E E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEE E E E E E E E E E E E E E E EEEE H H H 12 6 + 0 0 12 7 + 0 0 12 8 + 0 0 TAXIWAY B>> >> >> H H H H H H H H H H H H H 12 6 + 0 0 12 7 + 0 0 12 8 + 0 0 TAXIWAY B>> >> >> H H H H H H H H H H SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920E01.dwg 3/9/2023 8:20:37 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR E.08 ELECTRICAL PLAN R FEETSCALE 0 60 120 HORZ. POWER AND EQUIPMENT CIRCUITS COUNTERPOISE CIRCUITS F F F F F F F A A A G G G L-867-B HANDHOLE UTILIZE EXISTING HANDHOLE UTILIZE EXISTING HANDHOLE UTILIZE EXISTING HANDHOLE UTILIZE EXISTING HANDHOLE UTILIZE EXISTING HANDHOLE PROPOSED RUNWAY 12/30 CIRCUIT SHALL CONTINUE TO EXISTING AIRFIELD VAULT BUILDING EXISTING COUNTERPOISE CIRCUIT R 1 - 2" PROPOSED PVC/HDPE CONDUIT WITH (1) #8 5KV L-824 CABLEA C D E WIRE/CONDUIT LEGEND H PROPOSED L-867 B HANDHOLE 1 - 2" PROPOSED PVC/HDPE CONDUIT WITH (2) #8 5KV L-824 CABLEB IN EXISTING 2" CONDUIT, INSTALL (1) #8 5KV L-824 CABLE 1 - DIRECT BURY #6 COUNTERPOISE & GROUND RODS 1 - 2" PROPOSED PVC/HDPE CONDUIT, WITH MANUFACTURERS RECOMMENDED CABLING G 1 - 2" PROPOSED PVC/HDPE CONDUIT, CONCRETE ENCASED, WITH MANUFACTURERS RECOMMENDED CABLING PROPOSED GROUND ROD F IN EXISTING 2" CONDUIT, INSTALL (2) #8 5KV L-824 CABLE NOTE: FOR LIGHT COLORS AND DESIGNATIONS, SEE P SHEETS. Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 30 of 47 C G H BP: 95+00.00 EP: 146+99.86 95+ 0 0 100 + 0 0 105 + 0 0 110 + 0 0 115 + 0 0 120 + 0 0 125 + 0 0 130 + 0 0 135 + 0 0 140 + 0 0 145 + 0 0 146+99.86 SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920G01.dwg 3/9/2023 8:20:48 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR G.01 CONTROL & ALIGNMENT INFORMATOIN R FEETSCALE 0 200 400 HORZ. CONTROL POINT INFORMATION POINT #NORTHING EASTING ELEVATION DESCRIPTION 1 604168.78 2172626.00 661.02 MAG NAIL 2 602023.10 2175882.66 648.57 MAG NAIL 5000 604040.49 2175326.66 650.18 STAINLESS STEEL ROD WITH ACCESS CAP 5001 603072.13 2172754.30 657.64 STAINLESS STEEL ROD WITH ACCESS CAP ALIGNMENT INFORMATION STATION NORTHING EASTING START 95+00 604443.78 2172208.43 END 146+99.86 601583.07 2176550.65 5001 5000 1 2 PROTECT DURING CONSTRUCTION. RESET IF DISTURBED.ABANDONED RUNWAYTAXIWA Y A RUNWA Y 0 7 / 2 5 TAXIWAY BRU N W A Y 1 2 / 3 0 Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 31 of 47 CO CO CO CO H H EEEEE E E EE E E E E E E E E E E E E E E E EEEEEEEEEEEEEEEEAPRON TO BE CONSTRUCTED SUMMER 2023 10 11 12 13 14 1516 17 18 19 20 HAUL ROUTE POINT NUMBER 10 11 12 13 LATITUDE N41°38'16.718" N41°38'16.787" N41°38'15.780" N41°38'13.285" LONGITUDE W91°32'19.037" W91°32'23.081" W91°32'25.236" W91°32'25.353" ELEVATION 643.00 640.00 642.00 640.00 EQUIPMENT AGL. 20' 20' 20' 20' STAGING AREA POINT NUMBER 13 14 15 16 LATITUDE N41°38'13.285" N41°38'13.244" N41°38'11.701" N41°38'11.743" LONGITUDE W91°32'25.353" W91°32'23.892" W91°32'23.989" W91°32'25.450" ELEVATION 640.00 640.00 640.00 640.00 EQUIPMENT AGL. 20' 20' 20' 20' WORK AREA POINT NUMBER 17 18 19 20 LATITUDE N41°38'07.574" N41°38'06.851" N41°38'30.594" N41°38'31.317" LONGITUDE W91°32'23.883" W91°32'24.555" W91°33'10.158" W91°33'09.487" ELEVATION 646.02 646.09 647.00 647.00 EQUIPMENT AGL. 20' 20' 20' 20' SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920J01.dwg 3/9/2023 8:20:59 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR J.01 CONSTRUCTION SAFETY & PHASING PLAN LEGEND CONSTRUCTION AREA - PHASE 1 CONSTRUCTION AREA - PHASE 2 CONSTRUCTION AREA - PHASE 3 CONTRACTORS ACCESS ROUTE STAGING AREA GENERAL CONSTRUCTION SAFETY: 1. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH IN FAA AC 150/5370-2G "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION", WHICH IS INCLUDED IN THE PROJECT MANUAL APPENDIX. CONSTRUCTION SAFETY SHALL BE DISCUSSED DURING THE PRE CONSTRUCTION MEETING AND AT WEEKLY PROJECT MEETING. 2. CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATIONS DURING CONSTRUCTION. CONSTRUCTION EQUIPMENT: 3. ALL CONSTRUCTION EQUIPMENT SHALL BE PARKED IN DESIGNATED STAGING/STORAGE AREAS WHEN NOT IN USE OR OVERNIGHT. ALL BOOMS SHALL BE LOWERED WHEN NOT IN USE. 4. THE EXPECTED MAXIMUM HEIGHT OF CONSTRUCTION EQUIPMENT IS 15 FEET AT ANY LOCATION. THE CONTRACTOR SHALL VERIFY ANY EQUIPMENT HEIGHT MORE THAN 15 FEET AND NOTIFY THE ENGINEER AND OWNER A MINIMUM OF 72 HOURS IN ADVANCE OF ANY CONSTRUCTION THAT REQUIRES EQUIPMENT WITH HEIGHTS OF MORE THAN 15 FEET SO THAT THE APPROPRIATE NOTICE TO AIRMEN (NOTAM) MAY BE ISSUED. 5. ALL EQUIPMENT WORKING ON THE AIRPORT CONSTRUCTION SITE MUST HAVE A ROTATING BEACON AND/OR WARNING FLAG. THE VEHICLE WARNING FLAGS SHALL BE AS PER DETAIL ON SHEET. THE FLAG SHALL BE SECURELY ATTACHED TO THE HIGHEST POINT ON THE CONSTRUCTION EQUIPMENT OR VEHICLE AND BE VISIBLE AT ALL TIMES. AMBER FLASHING BEACONS MOUNTED ON THE HIGHEST POINT OF THE CONSTRUCTION EQUIPMENT OR VEHICLE ARE ALSO REQUIRED TO BE INSTALLED AND OPERATIONAL. HAUL ROUTES, TRAFFIC CONTROL & ACCESS CONTROL 6. ALL TEMPORARY ACCESS, STORAGE/STAGING AREAS AND ROADS SHALL BE RESTORED TO ORIGINAL CONDITION, INCLUDING TOPSOILING, RESEEDING, IF NECESSARY, AFTER USE BY THE CONTRACTOR. 7. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL TRAFFIC CONTROL DEVICES AS NECESSARY. 8. THIS LAYOUT IS A MINIMUM REQUIREMENT NECESSARY TO ASSIST THE CONTRACTOR IN DETERMINING THE COST FOR PROVIDING NECESSARY TRAFFIC CONTROL. THE CONTRACTOR MAY ADD ADDITIONAL WARNING DEVICES UPON APPROVAL OF THE ENGINEER. 9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE OWNER A MINIMUM OF 72 HOURS IN ADVANCE OF ANY PROPOSED CONSTRUCTION WITHIN THE APRON OR TAXIWAY SAFETY AREAS, RUNWAY PROTECTION ZONES, APPROACH AREAS OR REQUIRED CLOSURE AREAS SO THAT THE APPROPRIATE NOTICE TO AIRMEN (NOTAM) MAY BE ISSUED. THE OWNER WILL ALSO ISSUE TIMELY NOTAMS WHICH SPECIFICALLY DETAIL THE CURRENT STATUS OF THE AIRPORT DURING CONSTRUCTION, INCLUDING CLOSURE STATUS. THE NOTAM SHALL INCLUDE THE PROPOSED LOCATION, TIME AND DATE OF COMMENCEMENT OF CONSTRUCTION. 10. INSPECT FOR AND REMOVE FOREIGN OBJECT DEBRIS (FOD) ON OR NEAR AIRCRAFT MOVEMENT AREAS BY SWEEPING DAILY AT TIMES OF CONCURRENT CONSTRUCTION AND AIRCRAFT OPERATIONS. WASTE AND LOOSE MATERIAL MUST NOT BE PLACED IN ACTIVE MOVEMENT AREAS. MATERIALS TRACKED ONTO THESE AREAS MUST BE REMOVED CONTINUOUSLY DURING THE PROJECT. THE CONSTRUCTION SITE, INCLUDING THE STAGING AREA, SHALL BE KEPT CLEAN OF ALL PERSONNEL DEBRIS. 11. THERE SHALL BE NO UNAUTHORIZED PERSONNEL ON AIRFIELD. CONTRACTOR SHALL USE THE DESIGNATED AIRPORT ACCESS ROUTE WHEN ENTERING AIRPORT PROPERTY. NO GATES ARE TO BE LEFT OPENED AND UNATTENDED. 12. PERSONAL VEHICLES SHALL NOT BE ALLOWED ON THE AIRFIELD. ALL PERSONAL VEHICLES SHOULD BE PARKED IN A DESIGNATED STAGING/STORAGE AREA OR ANOTHER AREA AS DESIGNATED BY THE AIRPORT MANAGER. 13. WHEN ACCESS POINTS ARE CREATED IN THE SECURITY FENCING TO PERMIT THE PASSAGE OF CONSTRUCTION VEHICLES OR PERSONNEL, TEMPORARY GATES SHOULD BE EQUIPPED SO THEY CAN BE SECURELY CLOSED AND LOCKED TO PREVENT ACCESS BY ANIMALS AND PEOPLE. 14. LIGHTED BARRIERS (FLASHERS) SHALL BE INSPECTED AT DUSK EACH DAY TO ENSURE ALL FLASHERS ARE PROPERLY WORKING. 15. PROMINENTLY MARK OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIALS AND LIGHT THESE OBSTACLES DURING HOURS OF RESTRICTED VISIBILITY AND DARKNESS. CONSTRAIN STOCKPILED MATERIAL TO PREVENT ITS MOVEMENT AS A RESULT OF THE MAXIMUM ANTICIPATEDAIRCRAFT BLAST AND FORECAST WIND CONDITIONS. 16. PRIOR TO OPENING OR RE-OPENING ANY CLOSED PAVEMENT AREA, THE CONTRACTOR, TOGETHER WITH THE AIRPORT OPERATOR SHALL INSPECT THE PAVEMENT, SAFETY AREAS AND PRIMARY SURFACE FOR ANY OBSTRUCTION OR FOD. 17. THE CONTRACTOR SHALL NOTIFY AIRCRAFT RESCUE AND FIRE FIGHTING (ARFF) PERSONNEL, MUTUAL AID PROVIDERS AND OTHER EMERGENCY SERVICES IF CONSTRUCTION REQUIRES SHUTTING OFF OR OTHERWISE DISTRUPTING ANY WATER LINE OR FIRE HYDRANT ON THE AIPORT OR ADJOINING AREAS AND IF CONTRACTORS WORK WITH HAZARDOUS MATERIAL ON THE AIRFIELD. NOTIFICATION MUST ALSO BE MADE WHEN THE WORK PERFORMED WILL CLOSE OR AFFECT ANY EMERGENCY ROUTES. ALSO MAKE NOTIFICATION WHEN SERVICES ARE RESTORED. PROJECT NOTES: 18. SEE NOTICE TO BIDDERS, GENERAL PROVISIONS AND/OR FORM OF CONTRACT FOR CONSTRUCTION TIMEFRAME AND TOTAL WORKING DAYS PRESCRIBED. 19. A REPRESENTATIVE SHALL BE PROVIDED BY THE CONTRACTOR ON-CALL 24 HOURS A DAY FOR EMERGENCY MAINTENANCE OF AIRPORT TRAFFIC CONTROL DEVICES AND LIGHTING. 20. CONTRACTOR AND OWNER SHALL CONDUCT DAILY INSPECTIONS TO ENSURE CONFORMANCE TO CONSTRUCTION SAFETY PHASING PLAN. 21. CONTRACTOR SHALL HAVE A SWEEPER ON-SITE AT ALL TIMES TO PICKUP DEBRIS FROM ACTIVE PAVEMENT AREA AS IT OCCURS. GENERAL CONSTRUCTION SAFETY: THE RESPONSIBILITY FOR ALL SAFETY SHALL FALL UPON THE CONTRACTOR(S) DURING CONSTRUCTION.60'10'10'RUNWAY/TAXIWAY CENTERLINE NOTES: 1. CLOSURE CROSSES SHALL BE PLACED ON NUMERICAL MARKINGS. 2. CLOSURE CROSSES SHALL BE MOVED OFF THE END OF EACH RUNWAY ONCE NUMERICAL MARKINGS HAVE BEEN REMOVED. 3. CLOSURE CROSSES SHALL BE ADEQUATELY SECURED TO THE GROUND. 2 RUNWAY CLOSURE MARKER NOT TO SCALE 12" 36"36"12"NOTES: 1. FLAG SHALL HAVE A CHECKERED PATTERN OF INTERNATIONAL ORANGE AND WHITE SQUARES 4 VEHICLE WARNING FLAG NOT TO SCALE NOTES: 1. GAPS BETWEEN BARRICADES SHALL BE NO MORE THAN 4 FEET. 96"18" MAX.360° LIGHT 10' MAX 5 LOW PROFILE BARRICADE DETAIL NOT TO SCALE THE AIRPORT HAS TWO LIGHTED RUNWAY CLOSURE MARKERS THAT MAY BE USED WITH UPKEEP(FUEL, BULBS, ETC.) AT THE EXPENSE OF CONTRACTOR. WHEN THE SECOND RUNWAY IS CLOSED THE CONTRACTOR WILL NEED TO PROVIDE APPROPRIATE ADDITIONAL CLOSURE MARKERS. R RUNWA Y 0 7 / 2 5 TAXIWA Y A TAXIWA Y A RU N W A Y 1 2 / 3 0 ABANDONED RUNWAYTAXIWAY BEXISTING RUNWAY EDGE/THRESHOLD LIGHT (TYP.)40" (TYP.)TOP TO REMAIN OPEN TO DISSIPATE HEAT 2" TALL SLIT FOR AIR CIRCULATION AND DRAINAGE (TYP.) FOR 2 SLITS OPPOSITE EACH OTHER PLACE 6" PVC SLEEVE OVER LIGHT. EXTERIOR COLOR OF PVC SHALL BE WHITE. EXISTING GRADE 1 LIGHT COVER NOT TO SCALE 30'12 . 5 ' 5' TAXIWAY CENTER LINE 3 TAXIWAY CLOSURE MARKER NOT TO SCALE Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 32 of 47 H H APRON TO BE CONSTRUCTED SUMMER 2023 XXX H H XXAPRON TO BE CONSTRUCTED SUMMER 2023 SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920J01.dwg 3/9/2023 8:21:01 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR J.02 CONSTRUCTION SAFETY & PHASING PLAN PHASE 1/CONSTRUCTION NOTES: WORK ELEMENTS: ·PAVING ·REMOVE EXISTING LIGHTING ·INSTALL LIGHTING ACTIVE AREAS AFFECTED: ·RUNWAY 12/30 OUTSIDE OF RUNWAY 7/25 OFA AND TAXIWAY A OFA DURATION: ·CONSTRUCTION SHALL BE COMPLETED WITHIN THE ALLOTTED WORKING DAYS IN THE NOTICE TO BIDDDERS. NOTES: ·ONLY RUNWAY 12/30 SHALL BE CLOSED DURING THIS PHASE. PHASE 2/CONSTRUCTION NOTES: WORK ELEMENTS: ·REMOVE EXISTING LIGHTING ·INSTALL LIGHTING ACTIVE AREAS AFFECTED: ·INSIDE TAXIWAY A OFA DURATION: ·CONSTRUCTION SHALL BE COMPLETED WITHIN THE ALLOTTED WORKING DAYS IN NOTICE TO BIDDERS. NOTES: ·THIS PHASE CAN BE COMPLETED AT ANY TIME AS LONG AS IT HAS BEEN COORDINATED WITH THE ENGINEER AND AIRPORT AND A NOTAM HAS BEEN ISSUED. ·RUNWAY 12/30 WITH INTERSECTING PORTION OF TAXIWAY A SHALL BE CLOSED DURING THIS PHASE LEGEND CONSTRUCTION AREA - PHASE 1 CONSTRUCTION AREA - PHASE 2 CONSTRUCTION AREA - PHASE 3 CONTRACTORS ACCESS ROUTE RUNWAY CLOSURE MARKER TAXIWAY CLOSURE MARKER LOW-PROFILE BARRICADES - PHASE 1 LOW-PROFILE BARRICADES - PHASE 2 STAGING AREA EDGE LIGHT COVER X R R RUNWAY 0 7 / 2 5 TAXIWA Y A TAXIWA Y A RU N W A Y 1 2 / 3 0 ABANDONED RUNWAYTAXIWAY BPHASE 1 RUNWA Y 0 7 / 2 5 TAXIWA Y A TAXIWA Y A RU N W A Y 1 2 / 3 0 ABANDONED RUNWAYTAXIWAY BPHASE 2 X Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 33 of 47 H XXAPRON TO BE CONSTRUCTED SUMMER 2023 XXPHASE 3/CONSTRUCTION NOTES: WORK ELEMENTS: ·REMOVE EXISTING LIGHTING ·INSTALL LIGHTING ACTIVE AREAS AFFECTED: ·INSIDE RUNWAY 7/25 OFA ALONG RUNWAY 12/30 DURATION: ·CONSTRUCTION SHALL BE COMPLETED IN XX WORKING DAYS. NOTES: ·THIS PHASE WILL CLOSE ENTIRE AIRPORT AND THUS SHALL BE COMPLETED IN THE MINIMUM AMOUNT OF TIME POSSIBLE. ·THIS PHASE CAN BE COMPLETED AT ANY TIME AS LONG AS IT HAS BEEN COORDINATED WITH THE ENGINEER AND AIRPORT AND A NOTAM HAS BEEN ISSUED. SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920J01.dwg 3/9/2023 8:21:02 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR J.03 CONSTRUCTION SAFETY & PHASING PLAN LEGEND CONSTRUCTION AREA - PHASE 1 CONSTRUCTION AREA - PHASE 2 CONSTRUCTION AREA - PHASE 3 CONTRACTORS ACCESS ROUTE RUNWAY CLOSURE MARKER LOW-PROFILE BARRICADES - PHASE 3 STAGING AREA X R RUNWAY 0 7 / 2 5 TAXIWA Y A TAXIWA Y A RU N W A Y 1 2 / 3 0 ABANDONED RUNWAYTAXIWAY BPHASE 3 Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 34 of 47 JOINTING NOTES: 1. JOINT DESIGNATIONS SHALL APPLY TO THE LENGTH OF THE JOINT UNLESS OTHERWISE NOTED. 2. UNDESIGNATED JOINTS SHALL BE CONSIDERED TO BE "TYPE D - DUMMY" JOINTS PER THE DETAIL SHEETS. 3. ALL DOWELS AND DEFORMED BARS IN JOINTS SHALL BE PLACED TO ELEVATION PRIOR TO PAVING OPERATIONS. METHODS SHALL INCLUDE, BUT ARE NOT LIMITED TO, STAKING, CHAIRS AND/OR BASKETS. 4. JOINT SPACING AND JOINT TYPES MAY VARY IN FIELD. JOINT TYPES WILL BE DEPENDENT OF CONTRACTORS PAVING OPERATIONS. CONTRACTOR SHALL SUBMIT A PAVING PLAN TO THE ENGINEER PRIOR TO PAVING OPERATIONS FOR APPROVAL. 5. SEE DETAILS SHEET FOR JOINT TYPES AND JOINT DETAILS. 6. ODD SHAPED PANELS SHALL BE REINFORCED WITH 0.050% STEEL. ODD SHAPED PANELS ARE DEFINED AS HAVING A LENGTH TO WIDTH RATIO EXCEEDING 1.25 OR ARE NOT RECTANGULAR IN SHAPE. ODD SHAPED PAVING AREAS AS SHOWN ON THE JOINTING SHEETS SHALL BE REINFORCED WITH 6X6-W.2.9/W2.9 WWF OR #3 BARS AT 24" O.C. 24 SPACES @ 12.5' = 300'6 SPACES @ 12.5' = 75'L.01 JOINTING PLAN R FEETSCALE 0 10 20 HORZ. SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920L01.dwg 3/9/2023 8:21:12 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR AAAAAAA A A A A A A A A A A A A A A A A A A A A A A A A A BBBBBBBBBBBBB B B B B B B B B B BBB BBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBB B B B E E E E E E E E E E E E E E E E E E E EE EEEEEEEE E B B B B B B B B B B B B B B B B B B B B B B E E E E E E E E E E E E E E E E E E E EEEEE 6X6-W2.9/W2.9 WWF OR #3 BARS @ 24" O.C. Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 35 of 47 COCOCOCO>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>139+00 140+00 141+00 142+00 647.8 2 6 4 7 . 9 0 647.986 4 7 . 9 8 647.9 8647.98 CONNECT SUBDRAIN TO BARREL OF 30" RCP STORM SEWER AT ELEVATION 642.90 (FL OF SUBDRAIN ENTER PIPE AT OR ABOVE RCP SEWER SPRINGLINE) SEE DETAIL CONNECT SUBDRAIN TO BARREL OF 30" RCP STORM SEWER AT ELEVATION 642.87 (FL OF SUBDRAIN ENTER PIPE AT OR ABOVE RCP SEWER SPRINGLINE) THIS SHALL BE A DROP CONNECTION FROM THE FLOWLINE LABELED TO EITHER SIDE OF THE CONNECTION SEE DETAIL FL = 644.90 CLEANOUT FL = 644.98 CLEANOUT FL = 644.98 CLEANOUT FL = 644.82 CLEANOUT FL = 644.48 FL = 644.45 FL = 644.32FL =644.69 0.30% 0.30%0.30% 0.30% 646 647 647 648 648 647647648 648 647647 647CO >> >> >> >> >>>>>>>>>> >> >> >> >> > > > >>>>>>>>> > > >> >> >> > > > >>>>>>>>> > > >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920M01.dwg 3/9/2023 8:21:24 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR M.01 SUBDRAIN PLAN R FEETSCALE 0 10 20 HORZ. EXISTING CATCH BASIN R = 646.05 I = ARCH PIPE RCP SE 641.69 I = ARCH PIPE RCP NW 641.70 EXISTING CATCH BASIN R = 646.47 I = 6" CMP SW 642.84 I = 30" RCP NW 641.70 I = 30" RCP S 641.66 I = 4" FIELD TILE E 642.95 (SEE D SHEETS FOR MORE INFORMATION) Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 36 of 47 120' TYP.80' TYP. 80'20'150'40'60'40' 120' TYP.80' TYP. 1000'500'MATCH LINEDISPLACED THRESHOLDEND 12120' TYP.RUNWAY 7/25200' 80' TYP.80'90'55'90'55'90'80' 150' 200' 200'200'MATCH LINEMATCH LINE111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00ABANDONED RUNWAY120' TYP.TAXIWAY ARUNWAY 7/25 SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920N01.dwg 3/9/2023 8:21:35 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR N.01 PAVEMENT MARKING PLAN R FEETSCALE 0 50 100 HORZ. TERMINATE MARKING AT RUNWAY 7/25 EDGE MARKING REPAINT R Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 37 of 47 90'80' 20'150'40'60'40' 120' TYP.80' TYP. 1000'150' 200'200'MATCH LINEMATCH LINEDISPLACED THRESHOLDEND 30123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00TAXIWAY BABANDONED RUNWAY10' 80'120' 80'20'150'40'60'40' 120' TYP.80' TYP. 1000' 200' 300'MATCH LINEDISPLACED THRESHOLDEND 30134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 10' SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920N01.dwg 3/9/2023 8:21:37 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR N.02 PAVEMENT MARKING PLAN R FEETSCALE 0 50 100 HORZ. REPAINT R Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 38 of 47 15' 36'150'18' 6" BLACK OUTLINE RUNWAY CENTERLINE 1.5'120'6" BLACK OUTLINE RUNWAY CENTERLINE 10'75' 25' 3'45'5'7.5' 6" BLACK OUTLINE RUNWAY CENTERLINE 0.5' (TYP.) 6" BLACK OUTLINE TAXIWAY CENTERLINE 3'5'45'80'1.5' 7.5' 6" BLACK OUTLINE RUNWAY CENTERLINE 10'2' 5' 15'1' 20'60'6'3'5'10'7'RUNWAY CENTERLINE 6" BLACK OUTLINE 7'9'5'7'10'20'7'60'10'5' 5' 7.5' 15' RUNWAY CENTERLINE6" BLACK OUTLINE 11.5' 5.75'5.75'150'5.75' 6" BLACK OUTLINE RUNWAY CENTERLINE SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920N01.dwg 3/9/2023 8:21:37 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR N.03 PAVEMENT MARKING PLAN 1 AIMING POINT NOT TO SCALE 2 RUNWAY CENTERLINE NOT TO SCALE 3 DISPLACED THRESHOLD NOT TO SCALE 4 DISPLACED THRESHOLD ARROW NOT TO SCALE 5 THRESHOLD BARS NOT TO SCALE 6 TAXIWAY CENTERLINE NOT TO SCALE 7 NUMERAL '12' NOT TO SCALE 8 NUMERAL '30' NOT TO SCALE GENERAL NOTES 1. ALL MARKINGS SHALL BE OUTLINED WITH A 6" WIDE BLACK PAINT LINE 2. ALL DIMENSIONS SHOWN ARE FOR WHITE MARKINGS ONLY AND DO NOT INCLUDE BLACK OUTLINES 3. ALL PAINT SHALL COMPLY WITH ITEM P-620 4. ALL WHITE MARKINGS SHALL CONTAIN REFLECTIVE MEDIA PAVEMENT MARKING REMOVAL NOTES 1. THE PHYSICAL REMOVAL OF ANY OLD MARKINGS SHALL INCLUDE GROUPING ADJACENT MARKINGS TOGETHER INTO A LARGER RECTANGULAR REMOVAL AREA AS SHOWN ON THIS SHEET PER AC 150/5340-1L. 2. PAVEMENT MARKING REMOVAL TO BE ACHIEVED BY WATER BLASTING, SHOT BLASTING, SAND BLASTING, CHEMICAL REMOVAL, OR OTHER ACCEPTABLE MEANS THAT DO NOT HARM THE PAVEMENT Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 39 of 47 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 170'170'170'200' TYP. 10' TYP.MATCH LINESTA:99+90.00 47.50' LT STA:101+60.0047.50' LT10'TYP.10' TYP.DISPLACED THRESHOLDEND 12STA:99+90.00 37.50' LT STA:99+90.00 27.50' LT STA:99+90.00 17.50' LT STA:99+90.00 17.50' RT STA:99+90.00 27.50' RT STA:99+90.00 37.50' RT STA:99+90.00 47.50' RT 10'TYP.10' TYP. STA:100+00.00 STA:103+30.0047.50' LTSTA:103+30.0047.50' RTSTA:101+60.0047.50' RT10'TYP.STA:105+00.00 47.50' RT STA:105+00.00 57.50' RT STA:105+00.00 67.50' RT STA:105+00.00 77.50' RT STA:105+00.00 77.50' LT STA:105+00.00 67.50' LT STA:105+00.00 57.50' LT STA:105+00.00 47.50' LT RUNWAY 12/30 HH 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 200' TYP.200' TYP.RUNWAY 7/25RUNWAY 12/30 MATCH LINEMATCH LINESTA:107+00.0047.50' LTSTA:107+00.0047.50' RTSTA:109+00.0047.50' LTSTA:109+00.0047.50' RTSTA:113+00.0047.50' LTSTA:113+00.0047.50' RTSTA:111+00.0047.50' RT10' TYP.10'TYP.SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920P01.dwg 3/9/2023 8:21:51 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR P.01 LIGHTING LAYOUT LEGEND L-861 (L) EDGE LIGHT (WHITE YELLOW) L-861E (L) THRESHOLD LIGHT (RED/RED) L-861E (L) DISPLACED THRESHOLD LIGHT (GREEN/OBSCURE) L-861 (L) DISPLACED THRESHOLD LIGHT/EDGE LIGHT (YELLOW/GREEN) FEETSCALE 0 25 50 HORZ. R R Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 40 of 47 HH HH 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00TAXIWAY A10' TYP.MATCH LINESTA:113+00.0047.50' LTSTA:113+00.0047.50' RTMATCH LINERUNWAY 12/30 10' TYP.400'200' TYP.STA:117+00.0447.50' LTSTA:117+00.0447.50' RTSTA:119+00.0447.50' LTSTA:119+00.0447.50' RTHHH H H 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00ABANDONED RUNWAYMATCH LINESTA:121+00.0447.50' LTSTA:121+00.0447.50' RTSTA:123+00.0047.50' LTSTA:123+00.0047.50' RTSTA:127+00.0447.50' LTSTA:127+00.0447.50' RTMATCH LINE200' TYP.400' RUNWAY 12/30 SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920P01.dwg 3/9/2023 8:21:52 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR P.02 LIGHTING LAYOUT LEGEND L-861 (L) EDGE LIGHT (WHITE YELLOW) FEETSCALE 0 25 50 HORZ. R R Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 41 of 47 H H HH 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 PROPOSED PAPIS (SEE B SERIES PLAN SHEETS INFORMATION)STA:127+00.0447.50' LTSTA:127+00.0447.50' RTMATCH LINEMATCH LINERUNWAY 12/30STA:129+00.0447.50' LTSTA:129+00.0447.50' RTSTA:131+00.0447.50' LTSTA:131+00.0447.50' RTSTA:133+00.0447.50' RTTAXIWAY B200' TYP. 200' TYP.10' TYP.10' TYP.H 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 200' TYP.155' TYP.155' PROPOSED REIL PROPOSED REIL MATCH LINERUNWAY 12/30 RUNWAY 12/30 EXTENDED PAVEMENTSTA:135+00.0447.50' LTSTA:135+00.0447.50' RTSTA:137+00.0447.50' LTSTA:137+00.0447.50' RT200' STA:139+00.00 77.50' LT STA:139+00.00 67.50' LT STA:139+00.00 57.50' LT STA:139+00.00 47.50' LT STA:139+00.00 47.50' RT STA:139+00.00 57.50' RT STA:139+00.00 67.50' RT STA:139+00.00 77.50' RT10' TYP.10' TYP.10' TYP.MATCH LINESTA:140+55.0447.50' LTSTA:140+55.0447.50' RT10'TYP.10'TYP.10' TYP. 10' TYP. SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920P01.dwg 3/9/2023 8:21:53 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR P.03 LIGHTING LAYOUT LEGEND L-861 (L) EDGE LIGHT (WHITE YELLOW) L-861E (L) THRESHOLD LIGHT (RED/RED) L-861E (L) DISPLACED THRESHOLD LIGHT (GREEN/OBSCURE) L-861 (L) DISPLACED THRESHOLD LIGHT/EDGE LIGHT (YELLOW/GREEN) PAPI REIL 10' TYP.FEETSCALE 0 25 50 HORZ. R R Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 42 of 47 H 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 155' TYP.155' PROPOSED REIL PROPOSED REIL RUNWAY 12/30 EXTENDED PAVEMENT STA:139+00.00 77.50' LT STA:139+00.00 67.50' LT STA:139+00.00 57.50' LT STA:139+00.00 47.50' LT STA:139+00.00 47.50' RT STA:139+00.00 57.50' RT STA:139+00.00 67.50' RT STA:139+00.00 77.50' RT 10' TYP.10' TYP.MATCH LINEDISPLACEDTHRESHOLD END 30STA:140+55.0447.50' LTSTA:140+55.0447.50' RTSTA:142+10.00 47.50' LT STA:142+10.00 37.50' LT STA:142+10.00 27.50' LT STA:142+10.00 17.50' LT STA:142+10.00 17.50' RT STA:142+10.00 27.50' RT STA:142+10.00 37.50' RT STA:142+10.00 47.50' RT10'TYP.10'TYP.10' TYP. 10' TYP. HH 131+00 132+00 133+00 134+00 135+00STA:131+00.0447.50' LTSTA:135+00.0447.50' LTTAXIWAY B SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920P01.dwg 3/9/2023 8:21:54 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR P.04 LIGHTING LAYOUT LEGEND L-821 (L) EDGE LIGHT (WHITE YELLOW) L-861E (L) THRESHOLD LIGHT (RED/RED) l-861E (L) DISPLACED THRESHOLD LIGHT (GREEN/OBSCURE) l-861 (L) DISPLACED THRESHOLD LIGHT/EDGE LIGHT (YELLOW/GREEN) PAPI REIL FEETSCALE 0 25 50 HORZ. R R REPLACE SIGN FACE ON EXISTING GUIDANCE SIGN WITH SIMILAR SIGN FACE (BACK SIDE OF SIGN IS BLANK). CONTRACTOR SHALL VERIFY SIGN MODEL NUMBER AND SIZE. RUNWAY 12/30 Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 43 of 47 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 MATCH LINERUNWAY 12/30 EEEEEEE 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 E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEREMOVE CENTER LINE MARKINGREMOVE CENTER LINE MARKING REMOVE RUNWAY DESIGNATOR IN BLOCK 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00RUNWAY 7/25RUNWAY 12/30 MATCH LINEMATCH LINEH H 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 E E E E E E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEREMOVE CENTER LINE MARKINGREMOVE CENTER LINE MARKING REMOVE TOUCHDOWN MARKINGS SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920R01.dwg 3/9/2023 8:22:07 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR R.01 EXISTING CONDITIONS & DEMOLITION PLANFEETSCALE 0 25 50 HORZ. LEGEND EXISTING RUNWAY 12/30 ELECTRICAL CIRCUIT - TO BE REMOVED EXISTING RUNWAY 12/30 ELECTRICAL CABLING TO BE REMOVED; CONDUIT/DUCT TO REMAIN EXISTING LIGHT - TO BE REMOVED EXISTING LIGHT - U.A.C EXISTING HANDHOLE - TO BE REMOVED EXISTING HANDHOLE - U.A.C. PAVEMENT MARKING REMOVALS E E H H E E EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLE AND CONDUIT TO BE REMOVED (TYP.) EXISTING EDGE LIGHT TO BE REMOVED (TYP.) EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLE AND CONDUIT TO BE REMOVED (TYP.) EXISTING EDGE LIGHT TO BE REMOVED (TYP.) EXISTING HANDHOLE TO BE REMOVED (TYP.) EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLING TO BE REMOVED (CONDUIT/DUCT TO REMAIN) (TYP.) U.A.C. EXISTING HANDHOLE TO REMAIN U.A.C. EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLING TO BE REMOVED (CONDUIT/DUCT TO REMAIN) (TYP.) U.A.C. REMOVE LIGHTS ONLY DO NOT REMOVE LIGHT BASES R R Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 44 of 47 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00TAXIWAY AMATCH LINEMATCH LINERUNWAY 12/30 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 E E E E E E E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEREMOVE CENTER LINE MARKINGREMOVE CENTER LINE MARKINGREMOVE CENTER LINE MARKING REMOVE CENTER LINE MARKING REMOVE CENTER LINE MARKING REMOVE CENTER LINE MARKING TO ALLOW FOR PROPOSED AIMING BAR TO BE PAINTED EXISTING MARKINGS TO BE REPAINTED. U.A.C. EXISTING MARKINGS TO BE REPAINTED. U.A.C.EXISTING MARKINGS TO BE REPAINTED. U.A.C. 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00ABANDONED RUNWAYMATCH LINEMATCH LINERUNWAY 12/30 MATCH LINE >>>>>>>>>>>>>>>>>>>>>>>>EEEEEEE 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 E E E E E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEREMOVE CENTER LINE MARKINGREMOVE CENTER LINE MARKING EXISTING MARKINGS TO REMAIN, TO BE REPAINTED EXISTING MARKINGS TO BE REPAINTED. U.A.C. SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920R01.dwg 3/9/2023 8:22:09 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR R.02 EXISTING CONDITIONS & DEMOLITION PLANFEETSCALE 0 25 50 HORZ. LEGEND EXISTING RUNWAY 12/30 ELECTRICAL CIRCUIT - TO BE REMOVED EXISTING RUNWAY 12/30 ELECTRICAL CABLING TO BE REMOVED; CONDUIT/DUCT TO REMAIN EXISTING LIGHT - TO BE REMOVED EXISTING LIGHT - U.A.C EXISTING HANDHOLE - TO BE REMOVED EXISTING HANDHOLE - U.A.C. PAVEMENT MARKING REMOVALS E E H H E E EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLE AND CONDUIT TO BE REMOVED (TYP.) EXISTING EDGE LIGHT TO BE REMOVED (TYP.) EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLING TO BE REMOVED (CONDUIT/DUCT TO REMAIN) (TYP.) U.A.C. EXISTING EDGE LIGHTS TO REMAIN (TYP.) EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLING TO BE REMOVED (CONDUIT/DUCT TO REMAIN) (TYP.) U.A.C. EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLE AND CONDUIT TO BE REMOVED (TYP.) EXISTING EDGE LIGHT TO BE REMOVED (TYP.) EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLING TO BE REMOVED (CONDUIT/DUCT TO REMAIN) (TYP.) U.A.C. EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLING TO BE REMOVED (CONDUIT/DUCT TO REMAIN) (TYP.) U.A.C.EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLING TO BE REMOVED (CONDUIT/DUCT TO REMAIN) (TYP.) U.A.C. EXISTING STORM SEWER PROTECT DURING CONSTRUCTION R R Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 45 of 47 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 MATCH LINEMATCH LINERUNWAY 12/30 TAXIWAY BCO CBR=647.91I= ARCH PIPE RCP NWARCH PIPE RCP SE 642.90 643.02I=I=I=I=I= CBR=649.11 I= ARCH PIPE RCP NWARCH PIPE RCP SE 644.16 644.26 I=I=I=I=I= CO >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>EEEEE 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 E E E E E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEXISTING MARKINGS TO BE REPAINTED. U.A.C. EXISTING MARKINGS TO BE REPAINTED. U.A.C. 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 MATCH LINERUNWAY 12/30 CO CBR=646.84 I= ARCH PIPE RCP SE ARCH PIPE RCP NW 642.19 642.09 I=I=I=I=I=CO CBR=646.05 I= ARCH PIPE RCP SE ARCH PIPE RCP NW 641.70 641.69 I=I=I=I=I= CB R=646.47 I= 6" CMP SW 30" RCP NW 30" RCP S 641.70 642.84 I= I=641.66I=I=I= CBR=646.96I=30" RCP SE24" RCP NW8" PLASTIC NW8" CMP SW 642.27642.01I=I=644.49I=642.90I=I= >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> > > > >>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 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 EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>EXISTING MARKINGS TO BE REPAINTED. U.A.C. EXISTING MARKINGS TO BE REPAINTED. U.A.C. SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920R01.dwg 3/9/2023 8:22:10 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR R.03 EXISTING CONDITIONS & DEMOLITION PLANFEETSCALE 0 25 50 HORZ. LEGEND EXISTING RUNWAY 12/30 ELECTRICAL CIRCUIT - TO BE REMOVED EXISTING RUNWAY 12/30 ELECTRICAL CABLING TO BE REMOVED; CONDUIT/DUCT TO REMAIN EXISTING LIGHT - TO BE REMOVED EXISTING LIGHT - U.A.C EXISTING HANDHOLE - TO BE REMOVED EXISTING HANDHOLE - U.A.C. PAVEMENT MARKING REMOVALS E E H H E E EXISTING 12/30 CIRCUIT (CABLE AND CONDUIT) TO BE REMOVED (TYP.) EXISTING EDGE LIGHT TO BE REMOVED (TYP.) EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLING TO BE REMOVED (CONDUIT/DUCT TO REMAIN) (TYP.) U.A.C. EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, (CABLE AND CONDUIT) TO BE REMOVED (TYP.) EXISTING EDGE LIGHT TO BE REMOVED (TYP.) EXISTING STORM SEWER PROTECT DURING CONSTRUCTION EXISTING STORM SEWER PROTECT DURING CONSTRUCTION EXISTING SUBDRAIN CLEANOUT PROTECT DURING CONSTRUCTIONEXISTING SUBDRAIN CLEANOUT PROTECT DURING CONSTRUCTION EXISTING STORM SEWER PROTECT DURING CONSTRUCTION EXISTING STORM SEWER PROTECT DURING CONSTRUCTION R R PROTECT EXISTING SUBDRAIN PROTECT EXISTING SUBDRAIN Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 46 of 47 126 + 0 0 127 + 0 0 128 + 0 0 129 + 0 0 TAXI W A Y B MA T C H L I N E CB CO >> >> >>EEEEEEEEEEEEEEEEEEEEEEE E E E E E E E E E E E E E E E E EEEE E E E E E E E E E E E EEEEEEEH H H H H H H H H H SHEET Bolton & Menk, Inc. 2023, All Rights ReservedcH:\IACYIA\0T5128920\CAD\C3D\128920R01.dwg 3/9/2023 8:22:11 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV IOWA CITY MUNICIPAL AIRPORT RELOCATE RUNWAY 12/30 THRESHOLD T5.128920 401 FIRST ST SE, SUITE 201CEDAR RAPIDS, IOWA 52401 Phone: (319) 362-3219 Email: CedarRapids@bolton-menk.com www.bolton-menk.comR R.04 EXISTING CONDITIONS & DEMOLITION PLANFEETSCALE 0 60 120 HORZ. LEGEND EXISTING RUNWAY 12/30 ELECTRICAL CIRCUIT - TO BE REMOVED EXISTING RUNWAY 12/30 ELECTRICAL CABLING TO BE REMOVED; CONDUIT/DUCT TO REMAIN EXISTING LIGHT - TO BE REMOVED EXISTING LIGHT - U.A.C EXISTING HANDHOLE - TO BE REMOVED EXISTING HANDHOLE - U.A.C. E E H H E E EXISTING 12/30 CIRCUIT (CABLE AND CONDUIT) TO BE REMOVED (TYP.) EXISTING EDGE LIGHT TO BE REMOVED (TYP.) EXISTING HANDHOLE TO REMAIN (TYP.) U.A.C. EXISTING HANDHOLE TO REMAIN (TYP.) U.A.C. EXISTING HANDHOLE TO REMAIN (TYP.) U.A.C. EXISTING HANDHOLE TO REMAIN (TYP.) U.A.C. EXISTING HANDHOLE TO REMAIN (TYP.) U.A.C. EXISTING HANDHOLE TO REMAIN (TYP.) U.A.C. UTILIZE EXISTING DUCT TO AIRFIELD ELECTRICAL VAULT R EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLING TO BE REMOVED (CONDUIT/DUCT TO REMAIN) U.A.C. EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLING TO BE REMOVED (CONDUIT/DUCT TO REMAIN) U.A.C. EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLING TO BE REMOVED (ENCASED CONDUIT/DUCT TO REMAIN) U.A.C. APRON TERMINALEXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLING TO BE REMOVED (CONDUIT/DUCT TO REMAIN) U.A.C. EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLING TO BE REMOVED (CONDUIT/DUCT TO REMAIN) U.A.C. EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLING TO BE REMOVED (CONDUIT/DUCT TO REMAIN) U.A.C. EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLING TO BE REMOVED (CONDUIT/DUCT TO REMAIN) U.A.C. EXISTING RUNWAY 12/30 EDGE LIGHTING CIRCUIT, CABLING TO BE REMOVED (CONDUIT/DUCT TO REMAIN) U.A.C. Airport Commission Agenda & Info Packet Meeting Date Monday March 20, 2023 Page 47 of 47