751.22438.ABG_TFSP ARPA II&M Lower Falls Well & Water Distribution System_Bid Plans.pdf

PDF 13 MB Posted Jun 25, 2024

Attached to: 751/22438. ABG; TFSP Lower Falls - Well & Water Dist. Sys.
Solicitation number: RFQ 171 240000000500 2
Issued by: Alger County, Michigan

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Written by GovTribe AI · Mar 13, 2026

Tahquamenon Falls State Park Lower Falls Well & Water Distribution System - Bid Plans Summary

This document comprises bid set plans (Document No. 751.22438.ABG) prepared by OHM Advisors for the Michigan Department of Technology, Management and Budget (DTMB) on behalf of Tahquamenon Falls State Park in Paradise, Michigan. The project involves the design and construction of a new lower falls well and water distribution system serving the Hemlock Campground, including installation of a new well house with pump equipment, three pressure tanks, water distribution piping (both directionally bored and open trench), gate valves, pressure relief valves, water service connections to existing facilities, jug fillers, and supporting infrastructure. The scope encompasses site preparation, utility removal and abandonment, electrical work including panel installation and variable frequency drives (VFDs), mechanical systems, civil site work with erosion and sedimentation control measures, and restoration of disturbed areas. The project location is at 41382 W M-123, Paradise, Michigan, with work areas including the Hemlock Campground and surrounding contact/sanitation stations. All work must comply with Michigan Department of Transportation Standard Specifications (2020 Edition) and Michigan soil erosion and sedimentation control regulations. Critical completion deadline for water service to Portage Campground and Lower Falls Day Use Area is April 18, 2025, with additional milestones including sanitation station water shutoff installation by April 18, 2024, and HMA hand patching completion by June 7, 2025.

The bid set includes comprehensive civil, mechanical, and electrical drawings prepared under professional supervision with detailed notes, legends, specifications, and construction details. Multiple deductive alternates are provided, including options to eliminate well installation, modify pressure relief valve scope, avoid water distribution piping installation, and leave existing wells in service. Contractor responsibilities include securing all permits and bonds, calling Miss-Dig (811) prior to excavation per Public Act 174, verifying existing utility locations through private locators, maintaining traffic control, implementing temporary and permanent erosion control measures, protecting public safety and adjacent properties, and providing liability coverage for any utility damage during construction. The contractor shall conduct field verification of all dimensions and existing conditions, coordinate with the owner on staging and accessibility, manage material disposal, and maintain the construction site in a secure and clean manner throughout the project duration.

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751.22438.ABG_TFSP ARPA II&M Lower Falls Well & Water Distribution System_ProjectManual.pdf	PDF	Jun 25, 2024
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AREA LOCATION

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CHICAGO

MILWAUKEE LAKE

MICHIGAN

DETROIT

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SAULT

STE

MARIE

MARQUETTE

HOUGHTON

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SUPERIOR

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MINNEAPOLIS

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CITY

GRAND RAPIDS

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PROJECT

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GENERAL NOTES:

PROJECT LOCATION MAP

OHM PROJECT No.

DATE:

DTMB File No.

7136-22-0130 05-30-2024

BID SET

751.22438.ABG

OWNER:

TAHQUAMENON FALLS STATE PARK

41382 W M-123

PARADISE, MI, 49768

ARCHITECT/ENGINEER:

OHM ADVISORS

424 HANCOCK STREET

HANCOCK, MI 49930

906.482.0535

PROJECT CONTACT

ZANE HYRKAS, PE

BY CONTRACTOR

PR2024BCC-001566 5/28/2024

TAHQUAMENON FALLS STATE PARK

LOWER FALLS WELL & WATER DISTRIBUTION SYSTEM

41382 W M-123

PARADISE, MI, 49768

1. GENERAL NOTES APPLY TO ALL DRAWINGS.

2. EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS, OR IN THE CONTRACT DOCUMENTS

AND SPECIFICATIONS CONTAINED HEREIN, ALL MATERIALS AND WORKMANSHIP SHALL BE

ACCORDING TO THE MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS

FOR CONSTRUCTION, 2020 EDITION.

3. DO NOT SCALE DRAWINGS. ANY DIMENSIONAL INFORMATION REQUIRED WHICH IS NOT

INDICATED ON DRAWING DIMENSION STRINGS SHALL BE OBTAINED FROM THE ENGINEER.

4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS. IF DISCREPANCIES

ARE FOUND, NOTIFY ENGINEER BEFORE PROCEEDING WITH WORK.

5. CONTRACTOR SHALL PAY ALL PERMIT FEES AND FEE REQUIRED FOR ANY PERMIT EXTENSIONS

6. CONTRACTOR SHALL MAINTAIN THE IMMEDIATE CONSTRUCTION SITE IN A SECURE, CLEAN AND

SAFE MANNER.

7. PROTECTION: CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR TAKING ALL STEPS

NECESSARY TO PROTECT THE PUBLIC FROM INJURY AND ADJACENT PROPERTY FROM DAMAGE

DURING CONSTRUCTION AS REQUIRED BY LOCAL CODES.

8. REPAIR ALL EXISTING CONSTRUCTION AFFECTED BY NEW WORK TO ITS ORIGINAL CONDITION.

9. THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE BEST

AVAILABLE DATA. PURSUANT TO ACT 174 OF THE P.A. OF 2013, AS A CONDITION OF THIS

CONTRACT, NOTICE SHALL BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE

PERFORMED IN ACCORDANCE WITH THIS CONTRACT. PHONE (800) 482-7171.

TAHQUAMENON FALLS STATE PARK

HEMLOCK CAMPGROUND

PROJECT LOCATION

I Certify That The Mechanical and Electrical Plans Were Prepared Under My Direct Supervision

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APPLICATION

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PERMITS

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APPROVAL DATE

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EGLE CAMPGROUND PERMIT

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LARA PERMIT

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LARA PLAN REVIEW

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PART 399 PERMIT

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COVER

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EXISTING CONDITIONS HEMLOCK CAMPGROUND

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EXISTING CONDITIONS SANITATION STATION, CONTACT STATION AND PRV

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REMOVAL PLAN HEMLOCK CAMPGROUND

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REMOVAL PLAN SANITATION, CONTACT STATION AND PRV

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SITE PLAN HEMLOCK CAMPGROUND

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SITE PLAN SANITATION STATION, CONTACT STATION AND PRV

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PROFILE 0+00 TO 5+00

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DETAILS

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DETAILS - WELLHOUSE

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MECHANICAL NOTES & SYMBOLS

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MECHANICAL PLAN

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ELECTRICAL NOTES AND SYMBOLS

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AutoCAD SHX Text GENERAL NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL PERMITS AND POST ALL BONDS IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL PERMITS AND POST ALL BONDS PRIOR TO CONSTRUCTION, OR ENSURE THAT ALL REQUIRED PERMITS AND BONDS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING CORNERS WHEN WORKING THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING CORNERS WHEN WORKING WITHIN THE ROW OF MDOT. 3. CONTRACTOR SHALL KEEP ALL PUBLIC STREETS ADJACENT TO THE SITE FREE OF CONTRACTOR SHALL KEEP ALL PUBLIC STREETS ADJACENT TO THE SITE FREE OF CONSTRUCTION DEBRIS AND SEDIMENT. DUST SHALL BE CONTROLLED ON SITE AT ALL TIMES BY WATERING OR OTHER NECESSARY MEANS. 4. THE CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE TO STREETS, SIDEWALKS OTHER THE CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE TO STREETS, SIDEWALKS OTHER STRUCTURES AND ADJACENT AREAS CAUSED BY DEMOLITION, HAULING, OR OTHER PERFORMANCE OF THE WORK. 5. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ENSURE WORKER SAFETY AND THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ENSURE WORKER SAFETY AND COMPLIANCE WITH MI-OSHA GUIDELINES. 6. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS PRIOR TO CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS PRIOR TO CONSTRUCTION. ADJUST WORK AS REQUIRED TO MEET FIELD DIMENSIONS AT NO ADDITIONAL COST TO THE OWNER. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AS SOON AS POSSIBLE. 7. THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE ACCOMPANYING SPECIFICATIONS FOR THIS PROJECT INCLUDING THE 2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, AASHTO'S 2011 POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND CITY OF ISHPEMING AND NEGAUNEE. 8. THE CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO COMPLY WITH THE CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES FOR NOISE LEVELS, HOURS OF OPERATION FOR CONSTRUCTION ACTIVITY, VIBRATIONS, OR ANY OTHER RESTRICTIONS. NO ADDITIONAL COMPENSATION WILL BE DUE TO THE CONTRACTOR FOR ANY WINTER PROTECTION MEASURES THAT MAY BE REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS. 9. COORDINATION BY THE CONTRACTOR; NO ADDITIONAL COMPENSATION SHALL BE PAID TO COORDINATION BY THE CONTRACTOR; NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY DELAY OR INCONVENIENCE DUE TO MATERIAL SHORTAGES OR DELAYS DUE TO THE OPERATIONS OF SUCH OTHER PARTIES DOING WORK INDICATED OR SHOWN ON THE PLANS OR IN THE PROPOSAL OR FOR ANY DELAYS IN CONSTRUCTION DUE TO THE ENCOUNTERING OF EXISTING UTILITIES THAT MAY OR MAY NOT BE SHOWN ON THE PLANS. 10. ANY QUANTITIES AND DIMENSIONS SHOWN IN PLANS ARE PROVIDED FOR INFORMATION ANY QUANTITIES AND DIMENSIONS SHOWN IN PLANS ARE PROVIDED FOR INFORMATION ONLY, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION.

AutoCAD SHX Text REMOVAL 1. ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO STARTING REMOVALS. 2. REMOVALS SHALL BE DONE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. REMOVALS SHALL BE DONE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 3. SAW CUTTING FOR PAVEMENT REMOVAL AS SHOWN ON THE PLANS OR AS DIRECTED BY THE SAW CUTTING FOR PAVEMENT REMOVAL AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER SHALL BE TO THE DEPTH REQUIRED FOR NEAT REMOVAL OF PAVEMENT OR CONCRETE. DO NOT OVERCUT PAST ENDS OR CORNERS. REPAIR/RESTORE ALL DAMAGED AREAS. 4. SAW CUTTING DEPTH SHALL BE ADEQUATE TO PREVENT SPALLING, CHIPPING, OR DAMAGE TO SAW CUTTING DEPTH SHALL BE ADEQUATE TO PREVENT SPALLING, CHIPPING, OR DAMAGE TO EXISTING PAVEMENT EDGES LEFT IN PLACE AS DIRECTED. 5. CLEARING OF ALL VEGETATION WHERE PROPOSED CONSTRUCTION WARRANTS SHALL BE PAID CLEARING OF ALL VEGETATION WHERE PROPOSED CONSTRUCTION WARRANTS SHALL BE PAID FOR BY CLEARING THE BRUSH AND TREES LESS THAN 30" IN DIAMETER. CONTRACTOR SHALL REVIEW CLEARING LIMITS WITH THE ENGINEER PRIOR TO THE CLEARING OPERATION. 6. ANY ADDITIONAL TREE REMOVALS, CLEARING, GRADING, ETC. NEEDED FOR THE CONTRACTOR'S ANY ADDITIONAL TREE REMOVALS, CLEARING, GRADING, ETC. NEEDED FOR THE CONTRACTOR'S STAGING AND/OR WORK OPERATIONS SHALL BE RESTORED TO THE SATISFACTION OF THE OWNER WITHOUT ADDITIONAL COMPENSATION. 7. ADDITIONAL WORK OUTSIDE OF THE LIMITS AS SHOWN ON THE PLAN SHALL BE SUBMITTED ADDITIONAL WORK OUTSIDE OF THE LIMITS AS SHOWN ON THE PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO STARTING THE ADDITIONAL WORK. 8. MATERIALS REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE MATERIALS REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE PROPERLY DISPOSED OF AT AN OFF SITE LOCATION.

AutoCAD SHX Text EARTHWORK, GRADING & RESTORATION 1. THE CONTRACTOR SHALL RESTORE ALL ADJACENT AREAS UPON COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL RESTORE ALL ADJACENT AREAS UPON COMPLETION OF THE PROJECT. 2. ALL DISTURBED AREAS SHALL BE BROUGHT TO FINAL GRADE AND STABILIZED AS SOON AS ALL DISTURBED AREAS SHALL BE BROUGHT TO FINAL GRADE AND STABILIZED AS SOON AS POSSIBLE AFTER BEING DISTURBED. PERMANENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED WITHIN FIVE CALENDAR DAYS OF COMPLETING FINAL GRADING. 3. CONTRACTOR SHALL PLACE SALVAGED AND ADDITIONAL TOPSOIL, SEED AND MULCH ON ALL CONTRACTOR SHALL PLACE SALVAGED AND ADDITIONAL TOPSOIL, SEED AND MULCH ON ALL DISTURBED AREAS NOT UNDER PAVEMENT OR OTHERWISE LABELED, AS DIRECTED BY THE ENGINEER TO PROVIDE A MINIMUM 3" THICKNESS. SEED MIX DESIGN AND TOPSOIL FOR ALL SLOPE RESTORATION SHALL BE PER TABLE 816-1 & 917-1 OF THE MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION. 4. ALL FILL SHALL BE CLEAN INERT MATERIAL. ALL FILL SHALL BE CLEAN INERT MATERIAL. 5. ALL EXCAVATIONS UNDER OR WITHIN 3 FEET OF PUBLIC PAVEMENT, EXISTING OR PROPOSED, ALL EXCAVATIONS UNDER OR WITHIN 3 FEET OF PUBLIC PAVEMENT, EXISTING OR PROPOSED, SHALL BE BACKFILLED AND COMPACTED WITH SAND (MDOT CLASS II). 6. SURPLUS EXCAVATED MATERIAL MAY BE USED TO FLATTEN FILL SLOPES AS DIRECTED BY THE SURPLUS EXCAVATED MATERIAL MAY BE USED TO FLATTEN FILL SLOPES AS DIRECTED BY THE ENGINEER. ANY SURPLUS OR UNSUITABLE MATERIAL, INCLUDING PEAT EXCAVATION, UNABLE TO BE USED SHALL BECOME THE PROPERTY OF THE CONTRACTOR FOR DISPOSAL. 7. CONTRACTOR SHALL SUBMIT LOCATIONS OF MATERIAL STOCKPILES TO THE ENGINEER FOR CONTRACTOR SHALL SUBMIT LOCATIONS OF MATERIAL STOCKPILES TO THE ENGINEER FOR APPROVAL. PROTECT ADJACENT AREAS WITH SILT FENCE AS REQUIRED.

AutoCAD SHX Text MAINTENANCE OF TRAFFIC 1. CONTRACTOR TO PROVIDE NECESSARY SIGNAGE, BARRICADES, AND OTHER DEVICES FOR CONTRACTOR TO PROVIDE NECESSARY SIGNAGE, BARRICADES, AND OTHER DEVICES FOR PROTECTION OF THE PUBLIC AND CONSTRUCTION WORKERS PRIOR TO PERFORMING ANY WORK. 2. CONTRACTOR SHALL COORDINATE STAGING AND ACCESSIBILITY WITH OWNER. CONTRACTOR SHALL COORDINATE STAGING AND ACCESSIBILITY WITH OWNER. 3. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE 2011 MICHIGAN MANUAL ON TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE 2011 MICHIGAN MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND MDOT MAINTAINING TRAFFIC TYPICAL PLANS.

AutoCAD SHX Text STEWARDSHIP / ARTIFACT NOTE 1. IF ANY ARTIFACTS ARE DISCOVERED DURING THE CONSTRUCTION PROCESS, ALL WORK IS IF ANY ARTIFACTS ARE DISCOVERED DURING THE CONSTRUCTION PROCESS, ALL WORK IS TO STOP AND THE OWNER'S REPRESENTATIVE/PROJECT MANAGER SHALL BE NOTIFIED. ARTIFACTS OR ARCHEOLOGICAL MATERIALS ARE DEFINED AS: ABORIGINAL ANTIQUITIES AND OTHER RECORDS ON ANTIQUITY, INCLUDING MOUNDS, MINES, EARTHWORKS, VILLAGE SITES, CAMP SITES, BURIALS, HUMAN OR OTHER BONES, SHELLS, STONE IMPLEMENTS, BONE OR COPPER IMPLEMENTS, POTTERY, OR SHARD OF POTTER, OR OTHER OBJECTS RELATING TO NATIVE AMERICAN OCCUPATION: AND MODERN ARTIFACTS, SUCH AS FORTS, RELICS, AND OTHER ARTIFACTS RELATING TO THE HISTORIC, COLONIAL, TERRITORIAL AND EARLY STATEHOOD PERIODS.

AutoCAD SHX Text ACCESS ROUTE / TRACKED VEHICLES 1. CONTRACTOR SHALL LIMIT THE USE OF TRACKED MACHINES ON EXISTING PAVEMENT CONTRACTOR SHALL LIMIT THE USE OF TRACKED MACHINES ON EXISTING PAVEMENT SURFACES TO LIMIT THE PAVEMENT DISTURBANCES. ACCESS ROUTES HAVE BEEN NOTED TO LIMIT POTENTIAL FOR DISRUPTION OF EX. ROADWAYS WITHIN THE PARK TO HEAVY CONSTRUCTION TRAFFIC. CONTRACTORS ARE ALSO REQUIRED TO LIMIT TRANSPORT ACROSS GREENBELT AREAS THAT ARE NOT WITHIN THE WORK ZONES. 2. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF THE LOOSE DIRT/SOIL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF THE LOOSE DIRT/SOIL FROM ASPHALT DAILY.

AutoCAD SHX Text DTMB: SOIL EROSION AND SEDIMENTATION CONTROL 1. ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL (SESC) RULES AND REGULATIONS (SOIL EROSION AND SEDIMENTATION CONTROL - 1994 PA 451, PART 91, AS AMENDED, MCL 324.9101 ET SEQ.). 2. ALL EARTH CHANGES OF ONE ACRE OR MORE OR WITHIN 500 FEET OF WATERS OF THE STATE ALL EARTH CHANGES OF ONE ACRE OR MORE OR WITHIN 500 FEET OF WATERS OF THE STATE REQUIRE A SESC PERMIT. IF A SESC PERMIT IS REQUIRED THE PROFESSIONAL SERVICES CONTRACTOR (DESIGN CONSULTANT) SHALL PREPARE AN SESC PLAN. THE SESC PLAN SHALL ADDRESS BOTH WIND AND WATER EROSION AND SEDIMENTATION. 3. THE CONTRACTOR SHALL REVIEW THE DESIGN CONSULTANT'S SESC PLAN IN ORDER TO PREPARE THE CONTRACTOR SHALL REVIEW THE DESIGN CONSULTANT'S SESC PLAN IN ORDER TO PREPARE AND ISSUE FOR APPROVAL AN “SESC IMPLEMENTATION PLAN”, WHICH INDICATES THE SESC IMPLEMENTATION PLAN”, WHICH INDICATES THE , WHICH INDICATES THE CONTRACTOR'S INTENDED IMPLEMENTATION OF THE SESC PLAN FOR THE PROJECT, INCLUDING A SCHEDULE. 4. THE DTMB SESC PROGRAM, UPON APPROVAL OF THE IMPLEMENTATION PLAN, WILL ISSUE THE THE DTMB SESC PROGRAM, UPON APPROVAL OF THE IMPLEMENTATION PLAN, WILL ISSUE THE CONTRACTOR AN “AUTHORIZATION TO PROCEED WITH EARTH CHANGE”, WHICH IS TO BE POSTED AUTHORIZATION TO PROCEED WITH EARTH CHANGE”, WHICH IS TO BE POSTED , WHICH IS TO BE POSTED AT THE JOB SITE. THIS DOCUMENT IS ISSUED IN LIEU OF A PERMIT FROM THE COUNTY OR OTHER LOCAL ENFORCING AGENCY. 5. THE CONTRACTOR SHALL IMPLEMENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AS THE CONTRACTOR SHALL IMPLEMENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY THE PROJECT'S SESC PLAN, SESC IMPLEMENTATION PLAN, DTMB'S SOIL EROSION SOIL EROSION AND SEDIMENTATION CONTROL GUIDEBOOK, DATED JULY 2019, AND AS , DATED JULY 2019, AND AS DIRECTED BY THE PROFESSIONAL SERVICES CONTRACTOR, DTMB SESC INSPECTOR, AND/OR DTMB PROJECT DIRECTOR. THE DTMB SESC INSPECTOR SHALL INSPECT THE SITE WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS. 6. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO OR UPON COMMENCEMENT TO EARTHWORK ACTIVITIES. 7. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY SEDIMENT TRACKED THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY SEDIMENT TRACKED OFF SITE. FREQUENCY OF SWEEPING WILL BE BASED ON SITE CONDITIONS. 8. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE CONDITIONS. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE CONDITIONS. 9. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE TEMPORARILY DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE TEMPORARILY STABILIZED, INCLUDING SOIL STOCKPILES, USING DTMB SESC BEST MANAGEMENT PRACTICES. 10. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE COURSE OF THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE COURSE OF THE PROJECT. THE DTMB RECOMMENDS INSPECTING AND MAINTAINING EROSION AND SEDIMENTATION CONTROLS ON A DAILY BASIS. AT A MINIMUM, THE CONTRACTOR SHALL INSPECT AND MAINTAIN SESC MEASURES ONCE A WEEK AND AFTER RAIN EVENTS. 11. THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN 24 HOURS, IF THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN 24 HOURS, IF WATERS OF THE STATE ARE BEING IMPACTED, OR, WITHIN 48 HOURS FOR ROUTINE MAINTENANCE ITEMS. OTHER SESC MAINTENANCE SHALL BE COMPLETED AS SOON AS POSSIBLE BUT NEVER MORE THAN FIVE (5) DAYS AFTER DETECTION. NON COMPLIANCE COULD RESULT IN $500/DAY FINES BY THE AGENCY AND ASSESSMENT OF ACTUAL DAMAGE COSTS. 12. THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY DISTURBED LAND AREA WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED. THE CONTRACTOR SHALL MAINTAIN TEMPORARY CONTROL MEASURES UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IN PLACE AND THE AREA IS STABILIZED. 13. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER PERMANENT THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER PERMANENT SOIL EROSION MEASURES ARE IN PLACE AND THE AREA IS STABILIZED. CARE SHALL BE TAKEN DURING REMOVAL TO PREVENT SOIL EROSION AND SEDIMENTATION. 14. AFTER THE COMPLETION OF THE PROJECT, PERMANENT SESC MEASURES WILL BE MAINTAINED BY AFTER THE COMPLETION OF THE PROJECT, PERMANENT SESC MEASURES WILL BE MAINTAINED BY THE PROPERTY OWNER.

AutoCAD SHX Text UTILITY NOTES 1. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING MISS-DIG (811) AT LEAST 3 WORKING DAYS PRIOR TO EXCAVATION. 2. THE UTILITY LOCATIONS ARE BASED ON FIELD OBSERVATIONS AND A CAREFUL REVIEW OF THE UTILITY LOCATIONS ARE BASED ON FIELD OBSERVATIONS AND A CAREFUL REVIEW OF UTILITY RECORDS. HOWEVER, IT IS NOT POSSIBLE TO DETERMINE THE PRECISE SIZE, LOCATION, DEPTH, PRESSURE, OR ANY OTHER CHARACTERISTICS OF UNDERGROUND UTILITIES, TANKS OR SEPTIC FIELDS WITHOUT EXCAVATION. THEREFORE, WE CANNOT GUARANTEE THE ACCURACY OR COMPLETENESS OF THE BURIED UTILITY INFORMATION HEREON SHOWN. THE CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO LOCATE UTILITIES ON SITE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THESE UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND MAKE EVERY EFFORT TO PROTECT AND/OR RELOCATE THEM AS REQUIRED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER/SURVEYOR AS SOON AS POSSIBLE IN THE EVENT A DISCREPANCY IS FOUND. 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE PROTECTION OF ALL EXISTING THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. ALL UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED WITH LIKE MATERIAL. THE EXACT LOCATION OF EXISTING UTILITIES SHALL BE LOCATED BY HAND DIGGING. CLOVERLAND ELECTRIC COOPERATIVE 2916 W M-28 DAFTER, MI, 49724 SIMON MEILSTRUP 906-632-5145 SMEILSTRUUP@CLOVERLAND.COM

AutoCAD SHX Text UTILITY TRENCH 1. BEDDING UNDER THE UTILITY SHALL BE AS SPECIFIED AND THE UNDERCUT MATERIAL REPLACED BEDDING UNDER THE UTILITY SHALL BE AS SPECIFIED AND THE UNDERCUT MATERIAL REPLACED WITH GRANULAR MATERIAL CLASS II. BACK FILLING SHALL BE IN ACCORDANCE TO THE CURRENT STANDARD SPECIFICATION. 2. BACK FILL FOR UTILITY TRENCHES ABOVE GRANULAR MATERIAL CLASS II SHALL BE PLACED AS BACK FILL FOR UTILITY TRENCHES ABOVE GRANULAR MATERIAL CLASS II SHALL BE PLACED AS FOLLOWS: 2.1. GRANULAR MATERIAL MDOT CLASS II SHALL BE USED TO BACKFILL TRENCHES UNDER GRANULAR MATERIAL MDOT CLASS II SHALL BE USED TO BACKFILL TRENCHES UNDER PAVEMENT AND SHALL BE COMPACTED TO NOT LESS THAN 95% OF ITS MAXIMUM UNIT WEIGHT. 2.2. GRANULAR MATERIAL MDOT CLASS II SHALL BE USED TO BACKFILL UTILITY TRENCHES GRANULAR MATERIAL MDOT CLASS II SHALL BE USED TO BACKFILL UTILITY TRENCHES OUTSIDE THE PAVEMENT BUT WITHIN THE 1:1 ZONE OF INFLUENCE AND SHALL BE COMPACTED TO NOT LESS THAN 95% OF ITS MAXIMUM UNIT WEIGHT. 2.3. ACCEPTABLE MATERIAL EXCAVATED FROM THE UTILITY TRENCHES SHALL BE USED TO BACK ACCEPTABLE MATERIAL EXCAVATED FROM THE UTILITY TRENCHES SHALL BE USED TO BACK FILL UTILITY TRENCHES OUTSIDE THE LIMITS OF THE 1:1 ZONE OF INFLUENCE AND COMPACTED TO NOT LESS THAN 90% OF ITS MAXIMUM UNIT WEIGHT. 3. GRANULAR MATERIAL CLASS I, II, IIA OR IIIA MAY BE USED WHERE GRANULAR MATERIAL CLASS II GRANULAR MATERIAL CLASS I, II, IIA OR IIIA MAY BE USED WHERE GRANULAR MATERIAL CLASS II IS SPECIFIED ON THE PLANS. WATER SERVICE CONNECTION SEQUENCE 1. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING RESIDENTS AND BUSINESS OWNERS OF THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING RESIDENTS AND BUSINESS OWNERS OF WATER SHUT OFF AT LEAST 24 HOURS IN ADVANCE. 2. THE EXISTING SERVICE LEAD SHALL BE EXPOSED BETWEEN THE OLD WATER MAIN AND THE THE EXISTING SERVICE LEAD SHALL BE EXPOSED BETWEEN THE OLD WATER MAIN AND THE CURB STOP BOX. 3. THE EXISTING WATER MAIN LEAD SHALL REMAIN IN THE GROUND UNLESS THE NEW LEAD MUST THE EXISTING WATER MAIN LEAD SHALL REMAIN IN THE GROUND UNLESS THE NEW LEAD MUST GO IN THE SAME TRENCH. 4. ALL STOP BOXES ARE TO BE LOCATED OUTSIDE DRIVES AND SIDEWALKS. WHERE POSSIBLE, THE ALL STOP BOXES ARE TO BE LOCATED OUTSIDE DRIVES AND SIDEWALKS. WHERE POSSIBLE, THE CURB BOX SHALL BE PLACED AS SHOWN ON PLANS, OR APPROVED IN THE FIELD.

AutoCAD SHX Text AGGREGATE SURFACE CONSTRUCTION 1. NEW AGGREGATE MATERIAL FOR ROAD AND TRAIL SURFACE SHALL MEET THE REQUIREMENTS OF NEW AGGREGATE MATERIAL FOR ROAD AND TRAIL SURFACE SHALL MEET THE REQUIREMENTS OF SECTION 902 OF THE 2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND SHALL BE MDOT CLASS 23A OR AS APPROVED BY THE ENGINEER. 2. AGGREGATE MATERIAL FOR ROAD AND TRAIL SURFACE SHALL BE CONSTRUCTED PER SECTION AGGREGATE MATERIAL FOR ROAD AND TRAIL SURFACE SHALL BE CONSTRUCTED PER SECTION 306 OF THE 2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.

AutoCAD SHX Text AGGREGATE CONSTRUCTION 1. AGGREGATE USED FOR PAVEMENT BASE SHALL MEET THE REQUIREMENTS OF SECTION 902 OF AGGREGATE USED FOR PAVEMENT BASE SHALL MEET THE REQUIREMENTS OF SECTION 902 OF THE 2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND SHALL BE MDOT CLASS 22A OR 21AA OR AS APPROVED BY THE ENGINEER. 2. AGGREGATE BASE CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH SECTION 302 OF THE AGGREGATE BASE CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH SECTION 302 OF THE 2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.

AutoCAD SHX Text HMA CONSTRUCTION 1. HMA USED FOR PAVEMENT SHALL MEET THE REQUIREMENTS OF SECTION 501 OF THE 2020 HMA USED FOR PAVEMENT SHALL MEET THE REQUIREMENTS OF SECTION 501 OF THE 2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND GRADE SHALL BE AS NOTED PER PLANS AND DETAILS OR AS APPROVED BY THE ENGINEER. 2. HMA PAVEMENT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH SECTION 501 OF THE HMA PAVEMENT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH SECTION 501 OF THE MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION. 3. HMA BOND COAT WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST HMA BOND COAT WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF HMA PAVING.

CONCRETE CONSTRUCTION 1. CONCRETE USED FOR CURB AND SIDEWALK SHALL MEET THE REQUIREMENTS OF SECTION 1004 CONCRETE USED FOR CURB AND SIDEWALK SHALL MEET THE REQUIREMENTS OF SECTION 1004 OF THE 2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND SHALL BE MDOT GRADE P1 WITH A MINIMUM CEMENT CONTENT OF 526 LB/CYD OR AS APPROVED BY THE ENGINEER. 2. CONCRETE PAVEMENT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH SECTION 602 OF CONCRETE PAVEMENT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH SECTION 602 OF THE 2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION. 3. CONCRETE SIDEWALKS SHALL BE CONSTRUCTED ACCORDING TO MDOT STANDARD DETAIL R-29 CONCRETE SIDEWALKS SHALL BE CONSTRUCTED ACCORDING TO MDOT STANDARD DETAIL R-29 SERIES. 4. EXPANSION JOINTS WITH EXPANSION FILLER SHALL BE PLACED WHERE THE CONCRETE PAVEMENT EXPANSION JOINTS WITH EXPANSION FILLER SHALL BE PLACED WHERE THE CONCRETE PAVEMENT ABUTS AN EXISTING PAVED SURFACE OR BUILDING OR AS DIRECTED BY THE ENGINEER. 5. PROPOSED SIDEWALK CUT JOINTS SHALL BE CONSTRUCTED TO DIVIDE THE SIDEWALK INTO PROPOSED SIDEWALK CUT JOINTS SHALL BE CONSTRUCTED TO DIVIDE THE SIDEWALK INTO APPROXIMATELY 25 SQUARE FOOT AREAS OR AS DIRECTED BY THE ENGINEER. 6. ALL SIDEWALKS AND BARRIER FREE RAMPS SHALL BE CONSTRUCTED WITH A MAXIMUM 1:48 ALL SIDEWALKS AND BARRIER FREE RAMPS SHALL BE CONSTRUCTED WITH A MAXIMUM 1:48 CROSS-SLOPE AND A MAXIMUM 1:12 LONGITUDINAL SLOPE. 7. ALL SIDEWALKS EXCEEDING THE MAXIMUM LONGITUDINAL SLOPE SHALL BE PROVIDED WITH HAND ALL SIDEWALKS EXCEEDING THE MAXIMUM LONGITUDINAL SLOPE SHALL BE PROVIDED WITH HAND RAILS ON BOTH SIDES AS DIRECTED BY THE ENGINEER. 8. SIDEWALK CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MDOT STANDARD PLAN SIDEWALK CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MDOT STANDARD PLAN R-28 SERIES. 9. CONCRETE PLACEMENT AND PROTECTION CONFORMING TO ACI 117 301, 305R, 306.1, AND CONCRETE PLACEMENT AND PROTECTION CONFORMING TO ACI 117 301, 305R, 306.1, AND 308.1, CURRENT EDITIONS IS REQUIRED. 10. PLACE ANCHOR BOLTS SET IN CONCRETE TO RECEIVE STRUCTURAL STEEL WITHIN TOLERANCES PLACE ANCHOR BOLTS SET IN CONCRETE TO RECEIVE STRUCTURAL STEEL WITHIN TOLERANCES SPECIFIED IN AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" IN LIEU OF TOLERANCES SPECIFIED IN ACI "STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS". 11. REINFORCING STEEL CONFORMING TO ASTM-615, GRADE 60 IS REQUIRED. PLACE REINFORCING REINFORCING STEEL CONFORMING TO ASTM-615, GRADE 60 IS REQUIRED. PLACE REINFORCING STEEL IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE. 12. CONFORM TO ASTM A706/A706M, GRADE 60 FOR REINFORCING STEEL TO BE WELDED. PLACE CONFORM TO ASTM A706/A706M, GRADE 60 FOR REINFORCING STEEL TO BE WELDED. PLACE REINFORCING STEEL IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE. WELD SUCH REINFORCED STEEL IN CONFORMANCE WITH THE STRUCTURAL WELDING CODE - REINFORCING STEEL (AWS D1.4) PUBLISHED BY THE AMERICAN WELDING SOCIETY. PERFORM WELDING BY CERTIFIED WELDERS. USE E70XX ELECTRODES. 13. REINFORCED STEEL SHALL HAVE A CONCRETE COVER AS LISTED BELOW UNLESS OTHERWISE REINFORCED STEEL SHALL HAVE A CONCRETE COVER AS LISTED BELOW UNLESS OTHERWISE NOTED. A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" B. CONCRETE CAST AGAINST FORMS BUT EXPOSED TO EARTH OR WEATHER CONCRETE CAST AGAINST FORMS BUT EXPOSED TO EARTH OR WEATHER 1. NO.5 OR SMALLER 1 1/2" 2. GREATER THAN NO. 5 2" C. SLAB ON GRADE: 2" FROM T/SLAB SLAB ON GRADE: 2" FROM T/SLAB 14. POST INSTALLED ANCHORS ON REBAR SHALL BE ANCHORED INTO CONCRETE WITH POWERS PE1000+ EPOXY INJECTION ADHESIVE, OR AN APPROVED EQUAL. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATIONS INSTRUCTIONS. SEE DETAILS FOR MINIMUM EMBEDMENT.

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ABBREVIATIONS::

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SOIL BORING

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BENCHMARK

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MONUMENT

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EDGE OF WATER

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TRAVERSE POINT #133 N 668948.11 E 26699347.14 ELEV 626.56

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TRAVERSE POINT #144 N 668904.17 E 26699792.50 ELEV 632.89

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TRAVERSE POINT #132 N 668913.29 E 26699312.86 ELEV 626.20

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TRAVERSE POINT #146 N 668868.73 E 26699579.08 ELEV 630.91

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TRAVERSE POINT #142 N 668824.28 E 26699868.83 ELEV 632.61

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TRAVERSE POINT #134 N 668718.63 E 26699314.92 ELEV 628.63

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TRAVERSE POINT #141 N 668681.01 E 26699587.39 ELEV 631.05

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TRAVERSE POINT #140 N 668689.58 E 26699769.96 ELEV 631.43

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TRAVERSE POINT #135 N 668583.54 E 26699348.30 ELEV 629.99

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TRAVERSE POINT #139 N 668530.82 E 26699518.26 ELEV 630.55

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TRAVERSE POINT #138 N 668507.90 E 26699681.31 ELEV 630.84

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TRAVERSE POINT #136 N 668442.17 E 26699429.88 ELEV 630.12

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TRAVERSE POINT #137 N 668391.83 E 26699556.68 ELEV 629.68

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PLANTING SOIL

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TOPSOIL

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MULCH

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OPEN GRADED AGGREGATE

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TRAVERSE POINT #145 N 669062.54 E 26699772.65 ELEV 632.08

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TRAVERSE POINT #143 N 669030.79 E 26699916.18 ELEV 632.99

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TRAVERSE POINT #133 N 668948.11 E 26699347.14 ELEV 626.56

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TRAVERSE POINT #144 N 668904.17 E 26699792.50 ELEV 632.89

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TRAVERSE POINT #132 N 668913.29 E 26699312.86 ELEV 626.20

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TRAVERSE POINT #146 N 668868.73 E 26699579.08 ELEV 630.91

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TRAVERSE POINT #142 N 668824.28 E 26699868.83 ELEV 632.61

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TRAVERSE POINT #134 N 668718.63 E 26699314.92 ELEV 628.63

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TRAVERSE POINT #141 N 668681.01 E 26699587.39 ELEV 631.05

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TRAVERSE POINT #140 N 668689.58 E 26699769.96 ELEV 631.43

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TRAVERSE POINT #135 N 668583.54 E 26699348.30 ELEV 629.99

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TRAVERSE POINT #139 N 668530.82 E 26699518.26 ELEV 630.55

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TRAVERSE POINT #138 N 668507.90 E 26699681.31 ELEV 630.84

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TRAVERSE POINT #136 N 668442.17 E 26699429.88 ELEV 630.12

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TRAVERSE POINT #137 N 668391.83 E 26699556.68 ELEV 629.68

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ELEC HANDHOLE

AutoCAD SHX Text SHEET C-110, C-120, & C-130C-110, C-120, & C-130, C-120, & C-130C-120, & C-130, & C-130C-130

AutoCAD SHX Text SHEET C-111, C-121, & C-131C-111, C-121, & C-131, C-121, & C-131C-121, & C-131, & C-131C-131

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CONTRACTOR LAYDOWN/STORAGE AREA

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SANITATION STATION

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CONTACT STATION

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WELL HOUSE

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WELL

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WELL

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TOILET/SHOWER BUILDING

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PROPANE TANK

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EX 4" WM

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EX 3" WM

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EX 2" WM

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EX 4" WM

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OVERALL EXISTING SITE PLAN

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EX 2 1/2" WM

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EX WM

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EX SAN

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EX SAN

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EX SAN

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UG GAS

EX SAN

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TRAVERSE POINT #106 N 670373.59 E 26696954.04 ELEV 735.62

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TRAVERSE POINT #104 N 670545.56 E 26696752.64 ELEV 731.27

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TRAVERSE POINT #110 N 670493.60 E 26697028.93 ELEV 730.85

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TRAVERSE POINT #102 N 670545.40 E 26696612.83 ELEV 730.17

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TRAVERSE POINT #105 N 670909.52 E 26696693.84 ELEV 736.80

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TRAVERSE POINT #101 N 670931.89 E 26696583.49 ELEV 736.66

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TRAVERSE POINT #109 N 671082.01 E 26696866.72 ELEV 735.26

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TRAVERSE POINT #113 N 671055.46 E 26696954.36 ELEV 734.52

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TRAVERSE POINT #103 N 670338.42 E 26696719.04 ELEV 736.63

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TRAVERSE POINT #108 N 670855.59 E 26696820.63 ELEV 736.60

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TRAVERSE POINT #112 N 670834.88 E 26696930.41 ELEV 736.32

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TRAVERSE POINT #107 N 670684.50 E 26696807.81 ELEV 734.96

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TRAVERSE POINT #111 N 670644.22 E 26696948.67 ELEV 735.41

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JOB BENCHMARK #201 NORTH RIM OF SANITARY MANHOLE 22794 ELEV 735.98

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TRAVERSE POINT #114 N 671116.29 E 26697137.11 ELEV 735.62

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GRAV

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DIRT

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DIRT

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ASPH

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DIRT

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ASPH

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SB# B-1

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SB# B-2

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3" CI WM

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4" SAN

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6" SAN

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BLD

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UG ELEC

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UG ELEC

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UG ELEC

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GRAV

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ASPH

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PATH

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GRAV

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UG ELEC

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UG ELEC

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ASPH

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GRAV

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FENCE

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FENCE

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GRAV

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GRAV

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CONC

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CONC

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FENCE

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GRAV

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GRAV

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PATH

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GRAV

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ASPH

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GRAV

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ASPH

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CONC

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ASPH

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ASPH

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GRAV

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ASPH

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ASPH

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12" ROUND CULVERT

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SANITATION STATION

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WELL HOUSE

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EX. 3" C.I WM

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EX. 3" C.I WM.

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EX. 3" C.I WM.

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TUNNEL ELEC. & U.P.

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EX. 4" WM

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EX. 4" WM

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EX. 3" WM

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UG GAS

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PROPANE TANK

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BLD

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CONC

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CONC

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CONC

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WELL

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UNDERGROUND UTILITY

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UNDERGROUND UTILITY

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FLAMMABLE MATERIAL

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FLAMMABLE MATERIAL

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WELL HOUSE AND DISTRIBUTION SYSTEM EXISTING SITE PLAN

NOTES: 1. CAMPGROUND SITE ELECTRICAL SERVICE RUN LOCATIONS ARE CAMPGROUND SITE ELECTRICAL SERVICE RUN LOCATIONS ARE NOT KNOWN. CONTRACTOR SHALL UTILIZE A PRIVATE UTILITY LOCATOR TO LOCATE UNDERGROUND UTILITIES IN PROPOSED OPEN CUT EXCAVATION AREAS PRIOR TO PERFORMING EXCAVATION. DAMAGED UTILITIES DUE TO CONSTRUCTION ACTIVITIES SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL COST TO THE OWNER.

R feetGRAPHIC SCALE: FULL feetHALF

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TRAVERSE POINT #115 N 670879.08 E 26697208.19 ELEV 734.08

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TRAVERSE POINT #116 N 671037.22 E 26697206.94 ELEV 734.78

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TRAVERSE POINT #117 N 671034.00 E 26697375.66 ELEV 727.71

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TRAVERSE POINT #118 N 670894.90 E 26697391.72 ELEV 731.80

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ASPH

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12" ROUND CULVERT

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CONC

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SANITATION STATION

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CONC PATH

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RETAINING WALL

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SIGN

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ASPH LOT

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12" ROUND CULVERT

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TREE LINE

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WOOD FENCE

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CONTACT STATION

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EX. ELEC. LINE

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EX. 2" GALV. WM.

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EX. 4" WM

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EX. WM

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EX. 4" WM

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EX 4" WM

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EX 4" WM

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DIRT

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DIRT

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12" CULV

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ASPH

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GRAV

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SITE #81

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EX. 2 1/2" PVC WM

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EX. 3" WM

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EX WM U/K DIA

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EX 4" WM

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EX 4" WM

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ELEC HANDHOLE

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TRAVERSE POINT #133 N 668948.11 E 26699347.14 ELEV 626.56

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TRAVERSE POINT #132 N 668913.29 E 26699312.86 ELEV 626.20

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SANITATION AND CONTACT STATION EXISTING CONDITITONS

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PRV LOCATION EXISTING CONDITIONS

R feetGRAPHIC SCALE: FULL feetHALF

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GRAV

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DIRT

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DIRT

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ASPH

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DIRT

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ASPH

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SB# B-1

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SB# B-2

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3" CI WM

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4" SAN

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6" SAN

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BLD

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UG ELEC

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UG ELEC

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UG ELEC

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GRAV

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ASPH

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PATH

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GRAV

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UG ELEC

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UG ELEC

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ASPH

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GRAV

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FENCE

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FENCE

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GRAV

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GRAV

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CONC

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CONC

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FENCE

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GRAV

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GRAV

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ASPH

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GRAV

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ASPH

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CONC

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ASPH

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ASPH

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GRAV

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ASPH

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ASPH

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12" ROUND CULVERT

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CONC

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SANITATION STATION

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ASPH LOT

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12" ROUND CULVERT

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WELL HOUSE

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WOOD FENCE

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EX. 3" C.I WM

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EX. 3" C.I WM.

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EX. 3" C.I WM.

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EX. ELEC. LINE

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TUNNEL ELEC. & U.P.

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EX. 4" WM

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EX. 4" WM

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EX. 3" WM

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UG GAS

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PROPANE TANK

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BLD

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CONC

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CONC

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CONC

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UG ELEC

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EX. WM

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WELL

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TRAVERSE POINT #106 N 670373.59 E 26696954.04 ELEV 735.62

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TRAVERSE POINT #104 N 670545.56 E 26696752.64 ELEV 731.27

AutoC…

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