McIntosh Woods Campground Upgrade Project Plans.pdf

PDF 25 MB Posted Dec 9, 2025

Attached to: 26-03-17-01, Campground Renovation, McIntosh Woods
Solicitation number: 26-03-17-01
Issued by: Carroll County, Iowa

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Written by GovTribe AI · Dec 15, 2025

McIntosh Woods Campground Upgrade Project

These construction documents are prepared by the Iowa Department of Natural Resources (DNR) Engineering Services for the McIntosh Woods Campground Upgrade Project located at McIntosh Woods State Park in Cerro Gordo County, Iowa (DNR Project #26-03-17-01). The project scope encompasses comprehensive campground infrastructure upgrades including demolition of the existing shower building, removal of 3,970 square yards of gravel camp pads, removal of 35 electrical outlet posts, salvage of 4 hydrants and pads, clearing of 43 trees with 0.2-acre clear zone, and installation of new gravel camp pads with engineering fabric and crushed stone base. New utilities to be installed include electric services (37 campsite outlet posts with 50-amp capacity), water distribution systems (6-inch PVC main with yard hydrants and 1-inch HDPE service lines), sanitary sewer systems (8-inch, 6-inch, and 4-inch PVC mains with 19 sanitary sewer cleanout connections), storm sewer infrastructure, and a new 4-stall shower building (Huffcutt Juniper model). Additional work includes installation of 37 fire rings with grills, parking improvements with concrete wheel stops and pavement markings, signage, grading (approximately 2,000 cubic yards of cut/fill), seeding and mulching of approximately 4 acres of disturbed areas, and construction survey staking. The project completion deadline is October 30, 2026, with tree removal to be completed by March 31, 2026.

The total estimated project cost is $1,700,000. Sealed bids are due December 18, 2025, at 11:00 AM Central Standard Time with public bid opening at the DNR office (6200 Park Avenue, Suite 200, Des Moines, Iowa) or via conference call. Bidders must submit proposals electronically to constructionbids@dnr.iowa.gov or in person, with project documents available through Beeline and Blue or online via the DNR website. All construction shall comply with the Statewide Urban Standard Design Specifications for Public Improvements (SUDAS). The contractor must provide two weeks' notice before construction commencement to Brett Johnson (DNR Project Manager, 515-250-3711) and Kenneth Howe (District Inspector, 319-240-3553). An NPDES General Permit #2 is required as the project disturbs 4 acres. The procurement includes a separate bid item for a Sea Ark Mud Runner 180 w/ Pro Drive X40 or state-approved equivalent vessel. Potential bidders should contact Darin Galbraith (darin.galbraith@dnr.iowa.gov) with inquiries and are advised to thoroughly review project documents and specifications before submission.

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File	Type	Posted
1358147-event.pdf	PDF	Dec 9, 2025
McIntosh Woods Campground Upgrade - Spec Book.pdf	PDF	Dec 9, 2025

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PROJECT NUMBER:

DATE:

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PROJECT DESCRIPTION

IOWA DEPARTMENT OF NATURAL RESOURCES

CONSTRUCTION DOCUMENTS

MCINTOSH WOODS CAMPGROUND UPGRADE

PROJECT

CERRO GORDO COUNTY, IOWA

DNR PROJECT #26-03-17-01

DIRECTORY

COMPANY

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PROJECT MANAGER CONSTRUCTION INSPECTOR

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THIS PROJECT UPGRADES THE EXISTING CAMPGROUND LOCATED AT MCINTOSH WOODS

STATE PARK AND CONSISTS OF REMOVAL OF EXISTING SHOWER BUILDING, REMOVAL OF

EXISTING GRAVEL CAMP PADS, REMOVAL/SALVAGE OF EXISTING ELECTRIC OUTLET BOXES

AND HYDRANTS, REMOVAL OF EXISTING TREES THAT ARE IN CONFLICT WITHIN THE WORK

ZONE, INSTALL NEW GRAVEL CAMP PADS, ELECTRIC SERVICES, WATER SERVICES, SANITARY

SEWERS AND SERVICES, A NEW SHOWER BUILDING AND SEEDING AND MULCHING ALL

DISTURBED AREAS LOCATED AT MCINTOSH WOODS STATE PARK IN CERRO GORDO COUNTY,

IOWA.

COVER SHEET

VICINITY MAPS

QUANTITIES & GENERAL NOTES

SURVEY CONTROL

TRAFFIC CONTROL PLAN

OVERALL DEMOLITION PLAN

DEMOLITION PLAN SHEETS

OVERALL SANITARY PLAN

SANITARY SEWER ALIGNMENT #1

SANITARY SEWER ALIGNMENTS #2 & 3

SANITARY SEWER ALIGNMENT #4

SANITARY SEWER ALIGNMENT #5

SANITARY SEWER ALIGNMENT #6

OVERALL WATER PLAN

WATER PLAN

WATER PLAN DRAIN DOWN PIT

WATER METER ENCLOSURE

OVERALL STORM SEWER

STORM SEWER PLANS

OVERALL ELECTRIC PLAN

ELECTRIC CIRCUIT #1

ELECTRIC CIRCUIT #2

ELECTRIC CIRCUIT #3

ELECTRIC CIRCUIT #4

ELECTRIC CIRCUIT #5

ELECTRIC CIRCUIT #6

ELECTRIC CIRCUIT #7

ELECTRICAL PLAN DETAILS

OVERALL GRADING PLAN

GRADING PLAN SHEETS

GRAVEL PARKING-FISH CLEANING

ROAD SIGNAGE PLAN

SIGNAGE DETAILS

PARKING BUMPER DETAILS

SHOWER BLDG SITE PLAN

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JOHNSON

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MY LICENSE RENEWAL DATE IS DECEMBER 31, 2025

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DATE

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IOWA.

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BRETT A. JOHNSON, IOWA REG. NO. 13653

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WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

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I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT

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PAGES OR SHEETS COVERED BY THIS SEAL:

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SUPERVISION AND THAT I AM A DULY LICENSED PROFES-

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SIONAL ENGINEER UNDER THE LAWS OF THE STATE OF

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SHEETS 1-61

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IOWA DEPT OF NATURAL RESOURCES

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6200 PARK AVE, SUITE 200

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DES MOINES, IA 50321

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BRETT JOHNSON

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IOWA DEPT OF NATURAL RESOURCES

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1181 NOBLE AVE

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FLOYD, IA 50435

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KENNETH HOWE

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ENGINEERING BUREAU CHIEF DATEDATE

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AUTHORIZATION - PARKS | WILDLIFE | FISHERIES | LAW ENFORCEMENT | FORESTRY DATE

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CONSTRUCTION PROJECT FOR:

AutoCAD SHX Text PROJECT LOCATION: MCINTOSH WOODS STATE PARK 1200 EAST LAKE STREET VENTURA, IA 50482 COORDINATES: 43°07'30.82"N (43.1252°), 93°27'26.92"W (93.4575°)

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CERRO GORDO COUNTY, IOWA

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MASON CITY

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CLEAR LAKE

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CONSTRUCTION PROJECT FOR:

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ESTIMATED PROJECT QUANTITIES

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AutoCAD SHX Text CLEARING AND GRUBBING - CONTRACTOR TO CLEAR AND GRUB THE PROJECT SITE CONSISTING OF, BUT NOT LIMITED TO: 35 OUTLET POSTS (SALVAGE), 3,970 SY CAMPPAD GRAVEL, FIRE RINGS (STAFF WILL HAVE SALVAGED THOSE THAT ARE STILL IN GOOD CONDITION), EXISTING SIGNAGE, 4 HYDRANTS AND PADS (SALVAGE), 2 LIGHT POLES AS DETAILED IN THE PLANS AND DISPOSE OF PROPERLY OFF-SITE IN ACCORDANCE WITH ALL RULES AND REGULATIONS. COORDINATE ALL WITH DNR INSPECTOR.

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ESTIMATE REFERENCE INFORMATION

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CLEARING AND GRUBBING

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QUANTITY

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TREE CLEARING

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AutoCAD SHX Text FULL DEPTH SAW CUT - CONTRACTOR SHALL SAW CUT EXISTING PAVEMENT FULL DEPTH IN THE LOCATIONS SHOWN IN THE PLANS.

AutoCAD SHX Text HMA REMOVAL - CONTRACTOR SHALL REMOVE THE EXISTING HMA CAMPGROUND ROADS AS DETAILED ON SHEETS #7-12. THE HMA ROADS ARE ASSUMED TO BE AN AVERAGE OF 5.5-INCHES OF THICKNESS.

AutoCAD SHX Text TYPE SW-301 48" DIAMETER MANHOLE WITH TYPE 'A' CASTING - INSTALL SANITARY SEWER MANHOLES AS DETAILED IN THE PLANS.

AutoCAD SHX Text SANITARY SEWER CONNECTIONS TO EXISTING STRUCTURES - INSTALL SANITARY SEWER CONNECTIONS AS DETAILED IN THE PLANS.

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AutoCAD SHX Text RV SANITARY SEWER CLEANOUT CONNECTION - CONTRACTOR SHALL INSTALL RV SANITARY SEWER CONNECTIONS FOR THE CAMPPADS AS DETAILED IN THE PLANS.

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FULL DEPTH SAW CUT

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HMA PAVEMENT REMOVAL

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GRADING

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8-INCH FILTER SOCK

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AutoCAD SHX Text 1,050

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SANITARY SEWER CONNECTION TO EXISTING STRUCTURES

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TYPE SW-301 48" DIAMETER SANITARY MANHOLE W/TYPE 'A' CASTING

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6-INCH SANITARY SEWER (SDR 35)

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4-INCH SANITARY SEWER SERVICE (SDR 35)

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EJ FIRE HYDRANT WITH CURB STOP

AutoCAD SHX Text TREE CLEARING - CONTRACTOR TO REMOVE 43± TREES, 24± STUMPS AND 0.2 ACRE CLEAR ZONE FOR THE SANITARY SEWER CONSTRUCTION ASDETAILED ON SHEETS #7-12. TREES TO BE REMOVED MUST BE AT LEAST FELLED BY MARCH 31, 2026.

AutoCAD SHX Text GRADING - CONTRACTOR SHALL GRADE THE SITE (APPROXIMATELY 3,000 CY OF CUT/FILL) AS DETAILED IN THE PLANS. TOPSOIL TO BE STRIPPED AND STOCKPILED AND RESPREAD TO A MINIMUM DEPTH OF 4-INCHES.

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8-INCH FILTER SOCK - CONTRACTOR TO INSTALL FILTER SOCK AS DETAILED IN THE PLANS.

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GENERAL NOTES

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1. TWO WEEKS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY: A. IOWA DNR PROJECT MANAGER: BRETT JOHNSON 515-250-3711 B. DISTRICT INSPECTOR: KENNETH HOWE 319-240-3553 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATEWIDE URBAN STANDARD DESIGN SPECIFICATIONS FOR PUBLIC IMPROVEMENTS (SUDAS). ALL CONSTRUCTION TESTING TO BE IN ACCORDANCE WITH SUDAS AND IS THE EXPENSE OF THE CONTRACTORS. 3. THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION AND NOTIFY THE ABOVE MENTIONED CONTACTS OF ANY DISCREPANCIES. 4. THE LOCATIONS AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING FACILITIES ARE IN ACCORDANCE WITH AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF THIS INFORMATION OR THAT ALL EXISTING UNDERGROUND FACILITIES ARE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL PUBLIC AND/OR PRIVATE UTILITIES SERVING THE AREA TO DETERMINE THE PRESENT EXTENT AND LOCATION OF THEIR FACILITIES BEFORE BEGINNING WORK. 5. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROPER UTILITY IMMEDIATELY UPON BREAKING OR DAMAGE TO ANY UTILITY LINE OR APPURTENANCE, OR THE INTERRUPTION OF THEIR SERVICE. HE SHALL NOTIFY THE PROPER UTILITY INVOLVED. IF EXISTING UTILITY LINES ARE ENCOUNTERED THAT CONFLICT IN LOCATION WITH NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT CAN BE RESOLVED. 6. CONTRACTOR TO PROTECT ALL UTILITY, PAVING, BUILDINGS, ETC. OUTSIDE OF LIMITS OF PROPOSED CONSTRUCTION. 7. IN THE EVENT THAT THERE IS A DISCREPANCY BETWEEN THE QUANTITIES AND THE PLANS, THE DETAILED PLANS SHALL GOVERN. 8. MAINTAIN ALL CUT AND FILL AREAS TO ACCOMMODATE SURFACE DRAINAGE. 9. FINISHED GRADE ON ALL AREAS SHALL BE WITHIN 0.20 FOOT OF PLAN GRADE. 10. TOPSOIL SHALL BE SPREAD TO A MINIMUM THICKNESS OF 4-INCHES ON ALL DISTURBED UNPAVED AREAS ADJACENT TO PAVEMENT. 11. BACKFILL TO THE TOP OF ALL ROCK AND PAVEMENT SURFACES. 12. ALL ELEVATIONS ARE TO FINISH GRADE. 13. PROTECT ALL EXISTING TREES AND VEGETATION UNLESS OTHERWISE NOTED. 14 AN NPDES GENERAL PERMIT #2 WILL BE REQUIRED AS THE PROJECT IS DISTURBING 4 ACRES. 15. EARTHWORK QUANTITY IS ROUGHLY 2,000 CY. 16. CONTRACTOR SHALL SEED ALL DISTURBED AREAS (APPROXIMATELY 4 ACRES). USE TYPE 1 (PERMANENT LAWN MIXTURE) SEED MIX FOR ALL DISTURBED AREAS IN ACCORDANCE WITH SUDAS SECTION 9010. 17. TOTAL COST ESTIMATE FOR THE FUNDING OF THE PROJECT IS $1,700,000.00. 18. CONTROL INFORMATION FOR ALIGNMENTS, CAMPPAD PERIMETERS, ROADWAY CENTERLINES, ETC WILL BE PROVIDED TO THE CONTRACTOR AND THE CONTRACTOR'S SURVEYOR FOR CONSTRUCTION STAKING. 19. CONTRACTOR TO SEAL ALL PAVEMENT JOINTS. 20. PROJECT SHALL BE COMPLETED BY OCTOBER 30, 2026. 21. TREE REMOVAL: ALL TREES THAT ARE TO BE REMOVED MUST BE FELLED BY MARCH 31, 2026.

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BORE 6-INCH PVC WATER PIPE

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INSULATED ALUMINUM ENCLOSURE FOR WATER METER AND BACKFLOW PREVENTOR

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SW-513 OPEN SIDED AREA INTAKE

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NON-P&I

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8-INCH SANITARY SEWER (SDR 26)

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1-INCH HDPE PIPE SDR 11

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AutoCAD SHX Text 1,110

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2-INCH HDPE PIPE SDR 11

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3-INCH HDPE PIPE SDR 11

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AutoCAD SHX Text 2,220

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3-INCH BALL VALVE WITH VALVE BOX

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2-INCH VALVE WITH VALVE BOX

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AutoCAD SHX Text 3"x3"x2" HDPE SDR 11 TEE

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2" PVC WATERTIGHT CAP

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AutoCAD SHX Text 6"x3" HDPE REDUCER

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SW-203 SANITARY SEWER CLEANOUT

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ITEM DESCRIPTION

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DEMOLITION

AutoCAD SHX Text DEMOLITION - CONTRACTOR TO REMOVE INFRASTRUCTURE/UTILITIES AND EXISTING SHOWER BUILDING AS DETAILED IN THE PLANS.

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AutoCAD SHX Text 8-INCH SANITARY SEWER (SDR 26) - INSTALL 8-INCH SANITARY SEWER WITH LOCATOR TAPE AS DETAILED IN THE PLANS.

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AutoCAD SHX Text 6-INCH SANITARY SEWER (SDR 35) - INSTALL 6-INCH SANITARY SEWER WITH LOCATOR TAPE AS DETAILED IN THE PLANS.

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AutoCAD SHX Text 4-INCH SANITARY SEWER SERVICE (SDR 35) - INSTALL 4-INCH SANITARY SEWER WITH LOCATOR TAPE AS DETAILED IN THE PLANS.

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AutoCAD SHX Text SW-203 SANITARY SEWER CLEANOUT - INSTALL SANITARY SEWER CLEANOUTS AS DETAILED IN THE PLANS.

AutoCAD SHX Text EJ 6-INCH DUCTILE IRON GATE VALVE WITH VALVE BOX - CONTRACTOR SHALL INSTALL EJ 6-INCH DUCTILE IRON GATE VALVE WITH VALVE BOX AS DETAILED IN THE PLANS.

AutoCAD SHX Text 1-INCH HDPE PIPE SDR 11 - CONTRACTOR SHALL INSTALL 1-INCH HDPE WITH TRACER WIRE AS DETAILED IN THE PLANS.

AutoCAD SHX Text 2-INCH VALVE WITH VALVE BOX - CONTRACTOR SHALL INSTALL 2-INCH VALVE & VALVE BOX (MUELLER #E-25142N OR SIMILAR) AS DETAILED IN THE PLANS.

AutoCAD SHX Text 3-INCH BALL VALVE WITH VALVE BOX - CONTRACTOR SHALL INSTALL 3-INCH VALVE & VALVE BOX (MUELLER #E-25142N OR SIMILAR) AS DETAILED IN THE PLANS.

AutoCAD SHX Text YARD HYDRANT WITH CURB STOP - CONTRACTOR TO INSTALL YARD HYDRANT (INCLUDING CURB STOP, CONCRETE PAD, DRAIN ASSEMBLY, ETC) (SEE DETAIL ON SHEET #25) IN LOCATIONS SHOWN IN THE PLANS.

AutoCAD SHX Text 2"x2"x1" HDPE SDR 11 TEE - CONTRACTOR SHALL INSTALL 2"x2"x1" HDPE SDR 11 TEE AS DETAILED IN THE PLANS.

AutoCAD SHX Text 2"x1" HDPE REDUCER - CONTRACTOR SHALL INSTALL 2"x1" HDPE REDUCER AS DETAILED IN THE PLANS.

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AutoCAD SHX Text 2"x1" HDPE REDUCER

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AutoCAD SHX Text 6"x6"x6" DUCTILE IRON TAPPING TEE

AutoCAD SHX Text 8"x6" PVC SCHEDULE 40 SERVICE WYE

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PCC REMOVAL

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GRAVEL PAD REMOVAL AND PLACEMENT

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RV SANITARY SEWER CLEANOUT CONNECTION

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AutoCAD SHX Text GRAVEL PAD REMOVAL AND PLACEMENT - CONTRACTOR SHALL REMOVE/SALVAGE THE EXISTING GRAVEL CAMPPADS AS DETAILED IN THE PLANS. ASSUME A 5-INCH DEPTH, 3,970 SY, = 550 CY OF MATERIAL. COORDINATE WITH DNR INSPECTOR.

AutoCAD SHX Text 8"x6" PVC SCHEDULE 40 SERVICE WYE - CONTRACTOR SHALL INSTALL 8"x6" SERVICE WYES AS SHOWN IN THE PLANS.

AutoCAD SHX Text 8"x4" PVC SCHEDULE 40 SERVICE WYE - CONTRACTOR SHALL INSTALL 8"x4" SERVICE WYES AS SHOWN IN THE PLANS.

AutoCAD SHX Text 2-INCH HDPE PIPE SDR 11 - CONTRACTOR SHALL INSTALL 2-INCH HDPE WITH TRACER WIRE AS DETAILED IN THE PLANS.

AutoCAD SHX Text 3-INCH HDPE PIPE SDR 11 - CONTRACTOR SHALL INSTALL 3-INCH HDPE WITH TRACER WIRE AS DETAILED IN THE PLANS.

AutoCAD SHX Text 2"x2"x2" HDPE SDR 11 TEE - CONTRACTOR SHALL INSTALL 2"x2"x2" HDPE SDR 11 TEE AS DETAILED IN THE PLANS.

AutoCAD SHX Text 3"x3"x1" HDPE SDR 11 TEE - CONTRACTOR SHALL INSTALL 3"x3"x1" HDPE SDR 11 TEE AS DETAILED IN THE PLANS.

AutoCAD SHX Text 3"x3"x2" HDPE SDR 11 TEE - CONTRACTOR SHALL INSTALL 3"x3"x2" HDPE SDR 11 TEE AS DETAILED IN THE PLANS.

AutoCAD SHX Text 3"x3"x3" HDPE SDR 11 TEE - CONTRACTOR SHALL INSTALL 3"x3"x3" HDPE SDR 11 TEE AS DETAILED IN THE PLANS.

AutoCAD SHX Text 6"x3" HDPE REDUCER - CONTRACTOR SHALL INSTALL 6"x3" HDPE REDUCER AS DETAILED IN THE PLANS.

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DRAIN DOWN PIT

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AutoCAD SHX Text 8"x4" PVC SCHEDULE 40 SERVICE WYE

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AutoCAD SHX Text 10"x10"x6" DUCTILE IRON TAPPING TEE - CONTRACTOR SHALL INSTALL 10"x10"x6" DUCTILE IRON TAPPING TEE AS DETAILED IN THE PLANS.

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DISINFECTION

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CERRO GORDO COUNTY, IOWA

AutoCAD SHX Text 26-03-17-01

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6-INCH PVC PIPE SDR 18

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EJ 6-INCH DUCTILE IRON GATE VALVE WITH VALVE BOX

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AutoCAD SHX Text 6"x6"x6" PVC SDR 18 TEE

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YARD HYDRANT WITH CURB STOP

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15-INCH RCP CLASS III

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15-INCH RCP CLASS III FES W/APRON GUARDS

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18-INCH RCP CLASS III

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18-INCH RCP CLASS III FES W/APRON GUARDS

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WATER CONNECTION TO EXISTING MAIN

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AutoCAD SHX Text 3,970

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AutoCAD SHX Text PCC REMOVAL - CONTRACTOR SHALL REMOVE THE EXISTING PCC PADS AND WALKS AS DETAILED ON SHEETS #7-12.

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AutoCAD SHX Text 6-INCH PVC PIPE SDR 18 - CONTRACTOR SHALL INSTALL 6-INCH PVC WITH TRACER WIRE AS DETAILED IN THE PLANS.

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AutoCAD SHX Text 6"x6"x6" PVC SDR 18 TEE - CONTRACTOR SHALL INSTALL 6"x6"x6" PVC SDR 18 TEE AS DETAILED IN THE PLANS.

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AutoCAD SHX Text EJ FIRE HYDRANT WITH CURB STOP - CONTRACTOR SHALL INSTALL EJ FIRE HYDRANT WITH CURB STOP AS DETAILED IN THE PLANS.

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AutoCAD SHX Text 2" PVC WATERTIGHT CAP - CONTRACTOR SHALL INSTALL 2" PVC WATERTIGHT CAP AS DETAILED ON SHEETS #25 & #26.

AutoCAD SHX Text BORE 6-INCH PVC WATER PIPE - CONTRACTOR SHALL BORE 6-INCH PVC WATER PIPE AS DETAILED ON SHEETS #25 & #26.

AutoCAD SHX Text DRAIN DOWN PIT - CONTRACTOR SHALL INSTALL DRAIN DOWN PIT AS DETAILED ON SHEETS #27 & #28.

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AutoCAD SHX Text INSULATED ALUMINUM ENCLOSURE FOR WATER METER AND BACKFLOW PREVENTOR - CONTRACTOR SHALL INSTALL INSULATED ALUMINUM ENCLOSURE FOR WATER METER AND BACKFLOW PREVENTOR AS DETAILED ON SHEETS #26 & #29.

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AutoCAD SHX Text DISINFECTION - CONTRACTOR SHALL DISINFECT THE WATER LINES AS DETAILED IN THE PLANS.

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AutoCAD SHX Text WATER CONNECTION TO EXISTING WATER MAIN - CONTRACTOR SHALL INSTALL A WATER CONNECTION TO THE EXISTING WATER MAIN AS DETAILED IN THE PLANS.

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AutoCAD SHX Text SW-513 OPEN SIDED AREA INTAKE - CONTRACTOR SHALL INSTALL SW-513 OPEN SIDED AREA INTAKE AS DETAILED IN THE PLANS.

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AutoCAD SHX Text 15-INCH RCP CLASS III - CONTRACTOR SHALL INSTALL 15-INCH RCP CLASS III AS DETAILED IN THE PLANS.

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AutoCAD SHX Text 18-INCH RCP CLASS III - CONTRACTOR SHALL INSTALL 18-INCH RCP CLASS III AS DETAILED IN THE PLANS.

AutoCAD SHX Text 15-INCH RCP CLASS III FES W/APRON GUARDS - CONTRACTOR SHALL INSTALL 15-INCH RCP CLASS III FES W/APRON GUARDS AS DETAILED IN THE PLANS.

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AutoCAD SHX Text 18-INCH RCP CLASS III FES W/APRON GUARDS - CONTRACTOR SHALL INSTALL 18-INCH RCP CLASS III FES W/APRON GUARDS AS DETAILED IN THE PLANS.

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ESTIMATE REFERENCE INFORMATION

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NO. 4/0 AWG SINGLE CONDUCTOR CABLE, TYPE USE

AutoCAD SHX Text 4,275

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NO. 300 MCM SINGLE CONDUCTOR CABLE, TYPE USE

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NO. 250 MCM SINGLE CONDUCTOR CABLE, TYPE USE

AutoCAD SHX Text 1,578

AutoCAD SHX Text 3,189

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DETECTABLE WARNING TAPE, 3-INCH ELECTRIC

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TRENCH, SINGLE CIRCUIT SECONDARY

AutoCAD SHX Text 3,157

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200 AMP CIRCUIT BREAKER

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SEEDING, FERTILIZING AND MULCHING

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MOBILIZATION

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NPDES GENERAL PERMIT #2 & SWPPP

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6-INCH NON-REINFORCED PCC

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AutoCAD SHX Text 1,445

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7-INCH NON-REINFORCED PCC

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TRAFFIC CONTROL

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STREET SIGNAGE

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PARKING SPACE PAVEMENT STRIPING, HANDICAP PARKING CROSS HATCH MARKINGS

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CONSTRUCTION SURVEY STAKING AND AS-BUILT SURVEY

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6' CONCRETE PARKING WHEEL STOPS

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HANDICAP PARKING SIGNAGE

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ROADWAY CROSSING 3-INCH CONDUIT SCHEDULE 80 PVC

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NO. 3/0 AWG SINGLE CONDUCTOR CABLE, TYPE USE

AutoCAD SHX Text 1,050

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NON-P&I

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SINGLE CAMPSITE OUTLET POST-50 AMP

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AutoCAD SHX Text 3,610

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NO. 2 AWG GROUNDING CONDUCTOR CABLE, TYPE THW OR USE

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ELECTRICAL CONNECTION TO HEATED ENCLOSURE

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NO. 4 AWG SINGLE CONDUCTOR CABLE, TYPE USE

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400 AMP DISTRIBUTION PANEL

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600 AMP DISTRIBUTION PANEL

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400 AMP CURRENT TRANSFORMER CABINET

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600 AMP CURRENT TRANSFORMER CABINET

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SPECIAL BACKFILL/GRANULAR BASE

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TONS

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5-INCH NON-REINFORCED PCC SIDEWALK

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ENGINEERING FABRIC

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AutoCAD SHX Text 4,500

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0.5-INCH EXPANSION JOINT

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CLASS 'A' CRUSHED STONE

AutoCAD SHX Text 1,762

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TONS

AutoCAD SHX Text 4'x4'x5.5" REINFORCED PCC FIRE RING (3 OF THE GRILLS ARE ADA)

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GRILL & PLACEMENT ON FIRE RING CONCRETE PAD

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AutoCAD SHX Text SINGLE CAMPSITE OUTLET POST-50 AMP - CONTRACTOR TO INSTALL SINGLE CAMPSITE OUTLET POST-50 AMP AS DETAILED IN THE PLANS.

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AutoCAD SHX Text NO. 2 AWG GROUNDING CONDUCTOR CABLE, TYPE THW OR USE - CONTRACTOR TO INSTALL NO. 2 AWG GROUNDING CONDUCTOR CABLE, TYPE THW OR USE AS DETAILED IN THE PLANS.

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AutoCAD SHX Text NO. 300 MCM SINGLE CONDUCTOR CABLE, TYPE USE - CONTRACTOR TO INSTALL NO. 300 MCM SINGLE CONDUCTOR CABLE, TYPE USE AS DETAILED IN THE PLANS.

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AutoCAD SHX Text NO. 250 MCM SINGLE CONDUCTOR CABLE, TYPE USE - CONTRACTOR TO INSTALL NO. 250 MCM SINGLE CONDUCTOR CABLE, TYPE USE AS DETAILED IN THE PLANS.

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AutoCAD SHX Text NO. 4/0 AWG SINGLE CONDUCTOR CABLE, TYPE USE - CONTRACTOR TO INSTALL NO. 4/0 AWG SINGLE CONDUCTOR CABLE, TYPE USE AS DETAILED IN THE PLANS.

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AutoCAD SHX Text NO. 3/0 AWG SINGLE CONDUCTOR CABLE, TYPE USE - CONTRACTOR TO INSTALL NO. 3/0 AWG SINGLE CONDUCTOR CABLE, TYPE USE AS DETAILED IN THE PLANS.

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AutoCAD SHX Text ROADWAY CROSSING 3-INCH CONDUIT SCHEDULE 80 PVC - CONTRACTOR TO INSTALL ROADWAY CROSSING 3-INCH CONDUIT SCHEDULE 80 PVC AS DETAILED IN THE PLANS.

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AutoCAD SHX Text DETECTABLE WARNING TAPE, 3-INCH ELECTRIC - CONTRACTOR TO INSTALL DETECTABLE WARNING TAPE, 3-INCH ELECTRIC AS DETAILED IN THE PLANS.

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AutoCAD SHX Text TRENCH, SINGLE CIRCUIT SECONDARY - CONTRACTOR TO INSTALL TRENCH, SINGLE CIRCUIT SECONDARY AS DETAILED IN THE PLANS.

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AutoCAD SHX Text 200 AMP CIRCUIT BREAKER - CONTRACTOR TO INSTALL 200 AMP CIRCUIT BREAKER AS DETAILED IN THE PLANS.

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AutoCAD SHX Text 400 AMP DISTRIBUTION PANEL - CONTRACTOR TO INSTALL 400 AMP DISTRIBUTION PANEL AS DETAILED IN THE PLANS.

AutoCAD SHX Text 600 AMP DISTRIBUTION PANEL - CONTRACTOR TO INSTALL 600 AMP DISTRIBUTION PANEL AS DETAILED IN THE PLANS.

AutoCAD SHX Text 400 AMP CURRENT TRANSFORMER CABINET - CONTRACTOR TO INSTALL 400 AMP CURRENT TRANSFORMER CABINET AS DETAILED IN THE PLANS.

AutoCAD SHX Text 600 AMP CURRENT TRANSFORMER CABINET - CONTRACTOR TO INSTALL 600 AMP CURRENT TRANSFORMER CABINET AS DETAILED IN THE PLANS.

AutoCAD SHX Text SPECIAL BACKFILL/GRANULAR BASE - CONTRACTOR TO INSTALL SPECIAL BACKFILL/GRANULAR BASE AS DETAILED IN THE PLANS.

AutoCAD SHX Text 5-INCH NON-REINFORCED PCC SIDEWALK - CONTRACTOR TO INSTALL 5-INCH NON-REINFORCED PCC SIDEWALK AS DETAILED ON SHEET #60 IN THE PLANS.

AutoCAD SHX Text 0.5-INCH EXPANSION JOINT - CONTRACTOR TO INSTALL 0.5-INCH EXPANSION JOINT AS DETAILED ON SHEET #60 IN THE PLANS.

AutoCAD SHX Text 6-INCH NON-REINFORCED PCC - CONTRACTOR TO INSTALL 6-INCH NON-REINFORCED PCC AS DETAILED IN THE PLANS.

AutoCAD SHX Text 7-INCH NON-REINFORCED PCC - CONTRACTOR TO INSTALL 7-INCH NON-REINFORCED PCC AS DETAILED IN THE PLANS.

AutoCAD SHX Text CONSTRUCTION SURVEY STAKING AND AS-BUILT SURVEY - CONTRACTOR TO PROVIDE OWN CONSTRUCTION SURVEY STAKING AND PROVIDE AN AS-BUILT SURVEY.

AutoCAD SHX Text NPDES GENERAL PERMIT #2 & SWPPP - CONTRACTOR TO PROCURE AN NPDES GENERAL PERMIT #2, SWPPP AND INSPECTIONS FOR THE PROJECT.

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MOBILIZATION - COST OF MOBILIZATION FOR THE PROJECT.

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ITEM DESCRIPTION

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NO. 1 AWG SINGLE CONDUCTOR CABLE, TYPE USE

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ELECTRICAL CONNECTION TO CHECK-IN KIOSK LIGHT

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ADA GRILL & PLACEMENT ON ADA CONCRETE PAD

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8' CONCRETE PARKING WHEEL STOPS

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HUFFCUTT JUNIPER 4 STALL SHOWER BUILDING

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TEMPORARY SEEDING, FERTILIZING AND MULCHING

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AutoCAD SHX Text 4,275

AutoCAD SHX Text 1,578

AutoCAD SHX Text 3,189

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AutoCAD SHX Text 1,445

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AutoCAD SHX Text NO. 1 AWG SINGLE CONDUCTOR CABLE, TYPE USE - CONTRACTOR TO INSTALL NO. 1 AWG SINGLE CONDUCTOR CABLE, TYPE USE AS DETAILED IN THE PLANS.

AutoCAD SHX Text NO. 4 AWG SINGLE CONDUCTOR CABLE, TYPE USE - CONTRACTOR TO INSTALL NO. 4 AWG SINGLE CONDUCTOR CABLE, TYPE USE AS DETAILED IN THE PLANS.

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AutoCAD SHX Text ELECTRICAL CONNECTION TO HEATED WATER METER ENCLOSURE - CONTRACTOR TO MAKE ELECTRICAL CONNECTION TO THE HEATED WATER METER ENCLOSURE AS DETAILED ON SHEET #29 AND CIRCUIT #5 PLANS ON SHEET #37.

AutoCAD SHX Text ELECTRICAL CONNECTIONS TO CHECK-IN KIOSK LIGHT - CONTRACTOR TO MAKE ELECTRICAL CONNECTIONS TO CHECK-IN KIOSK LIGHT AS DETAILED ON CIRCUIT #6 PLANS ON SHEET #38.

AutoCAD SHX Text ENGINEERING FABRIC - CONTRACTOR TO INSTALL ENGINEERING FABRIC AS DETAILED IN THE PLANS.

AutoCAD SHX Text CLASS 'A' CRUSHED STONE - CONTRACTOR TO INSTALL CLASS 'A' CRUSHED STONE AS DETAILED IN THE PLANS.

AutoCAD SHX Text 4'x4'x5.5" REINFORCED PCC FIRE RING - CONTRACTOR TO INSTALL 4'x4'x5.5" REINFORCED PCC FIRE RING AS DETAILED IN THE PLANS.

AutoCAD SHX Text GRILL & PLACEMENT ON FIRE RING CONCRETE PAD - CONTRACTOR TO INSTALL GRILL & PLACEMENT ON FIRE RING CONCRETE PAD AS DETAILED IN THE PLANS.

AutoCAD SHX Text ADA GRILL & PLACEMENT ON ADA CONCRETE PAD - CONTRACTOR TO INSTALL ADA GRILL & PLACEMENT ON ADA CONCRETE PAD AS DETAILED IN THE PLANS.

AutoCAD SHX Text TRAFFIC CONTROL - CONTRACTOR TO INSTALL TRAFFIC CONTROL AS DETAILED ON SHEET #5 IN THE PLANS.

AutoCAD SHX Text SEEDING, FERTILIZING AND MULCHING - CONTRACTOR TO INSTALL SEEDING, FERTILIZING AND MULCHING FOR ALL DISTURBED AREAS AS DETAILED IN THE PLANS.

AutoCAD SHX Text TEMPORARY SEEDING, FERTILIZING AND MULCHING - CONTRACTOR TO INSTALL TEMPORARY SEEDING, FERTILIZING AND MULCHING FOR ALL DISTURBED AREAS AS DETAILED IN THE PLANS.

AutoCAD SHX Text STREET SIGNAGE - CONTRACTOR TO INSTALL STREET SIGNAGE CONSITING OF 2 'STOP' SIGNS & 2 'DO NOT ENTER' SIGNS AS DETAILED IN THE PLANS.

AutoCAD SHX Text HANDICAP PARKING SIGNAGE - CONTRACTOR TO INSTALL HANDICAP PARKING SIGNAGE AS DETAILED IN THE PLANS.

AutoCAD SHX Text PARKING SPACE PAVEMENT STRIPING, HANDICAP PARKING CROSS HATCH MARKINGS - CONTRACTOR TO INSTALL PARKING SPACE PAVEMENT MARKINGS.

AutoCAD SHX Text 6' CONCRETE PARKING WHEEL STOPS - CONTRACTOR TO INSTALL 6' CONCRETE PARKING WHEEL STOPS AS DETAILED ON SHEET #77 IN THE PLANS.

AutoCAD SHX Text 8' CONCRETE PARKING WHEEL STOPS - CONTRACTOR TO INSTALL 8' CONCRETE PARKING WHEEL STOPS AS DETAILED ON SHEET #77 IN THE PLANS.

HUFFCUTT JUNIPER 4 STALL SHOWER BUILDING - CONTRACTOR TO INSTALL HUFFCUTT JUNIPER 4 STALL SHOWER BUILDING AS DETAILED IN THE PLANS.

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SURVEY CONTROL NOTES SURVEY CONTROL POINTS

SURVEY CONTROL POINT #1

N: 4932245.260 E: 3873295.577

ELEV: 1241.296

PK NAIL WEST ROAD EDGE

SURVEY CONTROL POINT #2

N: 4932463.837 E: 3873350.755

ELEV: 1248.288

DIMPLE IN SAN RIM MH

SURVEY CONTROL POINT #3

N: 4932485.071 E: 3873263.413

ELEV: 1249.856

PK NAIL NORTH ROAD EDGE

SURVEY CONTROL POINT #4

N: 4932549.460 E: 3873180.062

ELEV: 1256.017

DIMPLE BOLT SHOWER BIB

SURVEY CONTROL POINT #5

N: 4932613.542 E: 3873244.836

ELEV: 1252.757

PK NAIL SOUTH ROAD EDGE

SURVEY CONTROL POINT #6

N: 4932700.363 E: 3873079.722

ELEV: 1256.702

CUT 'X' CURB PARKING SPACE

SURVEY CONTROL POINT #7

N: 4932909.190 E: 3873037.373

ELEV: 1264.785

PK NAIL NORTH ROAD EDGE

E. LAKE ST

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MH 1 TANK

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AutoCAD SHX Text #1

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CONTROL POINT #1

AutoCAD SHX Text N: 4932245.260

AutoCAD SHX Text E: 3873295.577

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ELEV: 1241.296

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PK NAIL W ROAD EDGE

AutoCAD SHX Text #2

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CONTROL POINT #2

AutoCAD SHX Text N: 4932463.837

AutoCAD SHX Text E: 3873350.755

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ELEV: 1248.288

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DIMP IN SAN RIM MH

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CONTROL POINT #3

AutoCAD SHX Text N: 4932485.071

AutoCAD SHX Text E: 3873263.413

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ELEV: 1249.856

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PK NAIL N ROAD EDGE

AutoCAD SHX Text #4

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CONTROL POINT #4

AutoCAD SHX Text N: 4932549.460

AutoCAD SHX Text E: 3873180.062

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ELEV: 1256.017

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DIMP BOLT SHOWER BIB

AutoCAD SHX Text #5

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CONTROL POINT #5

AutoCAD SHX Text N: 4932613.542

AutoCAD SHX Text E: 3873244.836

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ELEV: 1252.757

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PK NAIL S ROAD EDGE

AutoCAD SHX Text #6

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CONTROL POINT #6

AutoCAD SHX Text N: 4932700.363

AutoCAD SHX Text E: 3873079.722

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ELEV: 1256.702

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CUT 'X' CURB PARK SPACE

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CONTROL POINT #7

AutoCAD SHX Text N: 4932909.190

AutoCAD SHX Text E: 3873037.373

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ELEV: 1264.785

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PK NAIL N ROAD EDGE

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CONSTRUCTION PROJECT FOR:

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CERRO GORDO COUNTY, IOWA

AutoCAD SHX Text 26-03-17-01

AutoCAD SHX Text 11/26/2025

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1. SURVEY CONTROL POINT COORDINATES ARE STATE PLANE. 2. CONTROL POINTS #2, 3 AND 4 WILL BE REMOVED DURING THE DEMOLITION PHASE, SURVEYOR SHOULD ESTABLISH ADDITIONAL CONTROL POINTS OUTSIDE OF CONSTRUCTION AREAS. 3. SURVEYOR IS RESPONSIBLE FOR CONFIRMING THE ACCURACY OF ANY CONTROL POINTS USED.

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POWERPOLE

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GAS UTILITY LINE AT EDGE CONCRETE ROAD

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CONSTRUCTION PROJECT FOR:

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CERRO GORDO COUNTY, IOWA

AutoCAD SHX Text 26-03-17-01

AutoCAD SHX Text 11/26/2025

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INSTALL TYPE III BARRICADES AT ENTRANCE ROAD OF CAMPGROUND

INSTALL TRAFFIC CONTROL ALONG THE SOUTH LANE OF E. LAKE ST FOR THE SANITARY SEWER CONSTRUCTION AND ALONG THE NORTH LANE FOR THE WATER MAIN BORE CONNECTION TO THE CITY OF VENTURA 10-INCH WATER MAIN, SEE BELOW FOR TRAFFIC CONTROL DETAILS.

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TOP 1243.12

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FLOOR 1230.5

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FL 10" 1229.9

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FL 4" PARK HOUSE 1236.5

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FL 8" NEW DUMP PIPE 1230.7

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CONSTRUCTION PROJECT FOR:

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FEET

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MANHOLE/CLEANOUT

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HYDRANT

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VALVE

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WATER MAIN

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EXISTING

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ELECTRIC LINE

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STORM SEWER

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SANITARY SEWER

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SAN

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TREE TO BE

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REMOVED

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LANDSCAPE TIMBERS

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TO BE REMOVED

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GRAVEL CAMP PAD

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TO BE REMOVED

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HMA PAVEMENT TO

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BE REMOVED

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LEGEND

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1. CONTRACTOR TO REMOVE EXISTING SHOWER BUILDING STRUCTURE. REMOVAL SHALL INCLUDE THE ENTIRE BUILDING STRUCTURE, ROOF, FLOORS, WALLS, FOOTINGS IN THEIR ENTIRETY, REMOVE ALL PAVEMENT, SIDEWALKS, WATER SERVICE LINES (INSTALL WATERTIGHT CAPS), WATER FOUNTAIL, VALVES, SANITARY SEWER SERVICE LINES (CAP), LIGHTING AND ELECTRIC SERVICE LINES, LANDSCAPING, TIMBER EDGING, ETC. REMOVE ALL BUILDING CONTENTS, DEBRIS, ETC. WITHIN BUILDING. THIS BUILDING HAS HAD AN ASBESTOS INSPECTION COMPLETED AND NO ASBESTOS WAS FOUND. ALL MATERIAL SHALL BE REMOVED FROM SITE AND LEGALLY DISPOSED PER LOCAL CODES AND REGULATIONS. 2. CONTRACTOR TO REMOVE EXISTING GRAVEL IN AREAS DETAILED (ASSUMED 5 INCH DEPTH). QUANTITY OF GRAVEL = 3,970 SY, VOLUME = 550 CY. GRAVEL CAN BE USED AS FILL UNDER NEW CAMPSITES WHERE FILL IS NEEDED. 3. CONTRACTOR TO REMOVE 35 EXISTING ELECTRICAL CAMPSITE OUTLET POSTS AND ARE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL REGULATIONS. 4. REMOVE ALL DISTRIBUTION PANELS AND TRANSFORMERS. COORDINATE TRANSFORMER REMOVAL WITH ALLIANT ENERGY. BURIED SECONDARY ELECTRICAL LINES (FOR EXAMPLE BETWEEN CAMPSITE OUTLET POSTS) CAN BE ABANDONED. 5. CONTRACTOR SHALL SAW CUT AND REMOVE THE EXISTING HMA ROAD PAVEMENTS IN THE AREAS SHOWN AND DISPOSED OF PROPERLY.

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1. CONTRACTOR TO REMOVE 43± TREES, 56± SHRUBS AND 24± STUMPS & 0.2 ACRE CLEAR ZONE FOR SANITARY SEWER AS DETAILED IN THE PLANS, INSPECTOR MAY REQUIRE ADDITIONAL TREES REMOVED IF THEY ARE IN CONFLICT WITHCONSTRUCTION ACTIVITIES. CONTRACTOR TO REMOVE TREES AS INDICATED, INCLUDING ROOTS, TO A DEPTH OF AT LEAST 12-INCHES IN ACCORDANCE WITH SUDAS SECTION 2010.3.01.C. PLACE BACKFILL TO FILL HOLE AND COMPACT. 2. CONTRACTOR TO CLEAR AND GRUB THE PROJECT SITE CONSISTING OF, BUT NOT LIMITED TO: 35 OUTLET POSTS (SALVAGE), 3,970 SY CAMPPAD GRAVEL, FIRE RINGS (STAFF WILL SALVAGE SOME PRIOR TO DEMOLITION BY CONTRACTOR), EXISTING SIGNAGE, CULVERT & INLETS, 6 HYDRANTS, CURB STOPS AND PADS TO BE REMOVED (SALVAGE HYDRANTS AND CURB STOPS), AND DISPOSE OF PROPERLY OFF-SITE IN ACCORDANCE WITH ALL RULES AND REGULATIONS.

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1. SAW CUT LINES SHALL BE FULL DEPTH.

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CERRO GORDO COUNTY, IOWA

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SEE DEMOLITION SHEET #10

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SEE DEMOLITION SHEET #11

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SEE DEMOLITION SHEET #8

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SEE DEMOLITION SHEET #9

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SEE DEMOLITION SHEET #12

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CONCRETE PAD

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TO BE REMOVED

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SHOWER BUILDING

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TO BE REMOVED

AutoCAD SHX Text CLEAR 40'x220' (0.2 ACRES) TREED AREA FOR THE CONSTRUCTION OF THE SANITARY SEWER. WEST EDGE OF CLEARING PATH IS 15' OFFSET OF SANITARY SEWER CENTERLINE & EAST EDGE IS 25' OFFSET OF SANITARY SEWER CENTERLINE.

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TREED AREA

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TO BE REMOVED

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REMOVE 41±EXISTING TREE & STUMP

REMOVE/SALVAGE & REPLACE EXISTING SIGNAGE

WATER

DATE:

NO. DATE

BY REVISION

DRAWN BY:

CHK'D BY:

SHEET No:

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ELEC PANEL AND METER

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CONSTRUCTION PROJECT FOR:

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CERRO GORDO COUNTY, IOWA

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REMOVE 510 SY EXISTING HMA PAVEMENT

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REMOVE 2 SY EXISTING PCC DUMPSTER PAD

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REMOVE 3970 SY EXISTING GRAVEL CAMPPADS (SEE SHEET #11 FOR BREAKDOWN OF AREAS)

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REMOVE 40± LF EXISTINGSPLIT RAIL WOODEN FENCE

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SEE SHEET #11 FOR CONTINUATION

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STORM SEWER

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File details come from the government source that posted it. Updated Dec 15, 2025.