Loading...
HomeMy WebLinkAbout12799 Colorado River Rd - 186123100008 Main Lodge 2025Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-023752-2022 Permit Type: OWTS Permit Work Classification: New Permit Status: Final Issue Date: 4/25/2022 Expires: 8/19/2025 On-Site Wastewater Treatement System Project Address Parcel Number 12799 COLORADO RIVER RD, GYPSUM AREA,186123100008 Owner Information Address Phone: Cell: Email: Inspections: For Inspections Call: (970) 328-8755 Engineer Phone Email KUMAR & ASSOCIATES, Dave Young (970) 945-7988 dyoung@kumarusa.com Contractor License Number Phone Email Shoup Land Development judshoup@hotmail.com(970) 376-3704 Permitted Construction / Details: Install the new system exactly as depicted in the Kumar & Associates design dated March 24th, 2022, stamped and signed on March 25th, 2022 by David A Young. This system is designed to accommodate the maximum daily flows for 25 people. This OWTS consists of one sewer line from the lodge. The primary treatment for the system consists of two Valley Precast 2,000 gallon, single compartment tanks in series with an effluent filter and alarm placed at the outlet tee of the second tank. The primary treatment tanks are followed by a 500 gallon Valley Precast single-compartment recirculating/dose tank which will send wastewater to an Advantex AX-100 pod for nitrification using an Orenco PF3005 pump. Nitrified effluent flows to the splitter valve for recirculation to the first 2,000 gallon tank for denitrification then is dosed to an automatic distribution valve (Orenco V6605 ADV), set level at the high point of the system and made accessible at grade. The ADV will alternate dosed effluent to 960 square feet of soil treatment area between two beds, each consisting of 5 rows of 16 Infiltrator Quick 4 Plus Standard chambers for a total of 80 chambers. The floats will be set to dose 134 gallons per dose. Maintain all elevations and setbacks. NOTE: The contractor must verify that all electrical components and inspections are covered under the electrical permit associated with the Orenco Vericom control panel and pump connections. The alarm must be connected to a separate circuit. Additional pump details are on the design drawing. Advantex systems must conform to the CDPHE technology approval letter dated May 1, 2018. Permit has been revised to include lift station design. Design is accepted on the following conditions being met prior to final approval: 1)Calculations used to determine pump size in lift stations will be submitted. 2)Setback distances to following locations need confirmation: Soil Treatment Area (STA) to pond; STA to culvert; STA to water feature; Lift Station #1 Force main to water feature. If force main is within 50’ of water feature, the line must be double encased per EC OWTS Regulations Table 7-1. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure functionality of the system. Because reductions are taken in the size of the STA, proof of an active operations and maintenance contract must be provided with final certification. System certification, along with photos and a record drawing is required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system or occupancy of the dwellings. Friday, July 25, 2025 1 THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT Issued by: Environmental Health Department, Eagle County, CO Danielle Salinsky Date April 25, 2022 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH, ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Friday, July 25, 2025 2 Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-023752-2022 Permit Type: OWTS Permit Work Classification: New Permit Status: Expired Issue Date: 4/25/2022 Expires: 3/10/2025 On-Site Wastewater Treatement System Project Address Parcel Number 12799 COLORADO RIVER RD, GYPSUM AREA,186123100008 Owner Information Address Jennifer and Scott Jones 7240 W 98th Terrace Overland Park, KS 66212 Phone: (970) 524-9854 Cell: (970) 306-9045 Email: jennifer.jones@coloradoriverranch.com Inspections: For Inspections Call: (970) 328-8755 Engineer Phone Email KUMAR & ASSOCIATES, Dave Young (970) 945-7988 dyoung@kumarusa.com Contractor License Number Phone Email Shoup Land Development judshoup@hotmail.com(970) 376-3704OWTSPL-000340-20 24 Permitted Construction / Details: Install the new system exactly as depicted in the Kumar & Associates design dated March 24th, 2022, stamped and signed on March 25th, 2022 by David A Young. This system is designed to accommodate the maximum daily flows for 25 people. This OWTS consists of one sewer line from the lodge. The primary treatment for the system consists of two Valley Precast 2,000 gallon, single compartment tanks in series with an effluent filter and alarm placed at the outlet tee of the second tank. The primary treatment tanks are followed by a 500 gallon Valley Precast single-compartment recirculating/dose tank which will send wastewater to an Advantex AX-100 pod for nitrification using an Orenco PF3005 pump. Nitrified effluent flows to the splitter valve for recirculation to the first 2,000 gallon tank for denitrification then is dosed to an automatic distribution valve (Orenco V6605 ADV), set level at the high point of the system and made accessible at grade. The ADV will alternate dosed effluent to 960 square feet of soil treatment area between two beds, each consisting of 5 rows of 16 Infiltrator Quick 4 Plus Standard chambers for a total of 80 chambers. The floats will be set to dose 134 gallons per dose. Maintain all elevations and setbacks. NOTE: The contractor must verify that all electrical components and inspections are covered under the electrical permit associated with the Orenco Vericom control panel and pump connections. The alarm must be connected to a separate circuit. Additional pump details are on the design drawing. Advantex systems must conform to the CDPHE technology approval letter dated May 1, 2018. Permit has been revised to include lift station design. Design is accepted on the following conditions being met prior to final approval: 1)Calculations used to determine pump size in lift stations will be submitted. 2)Setback distances to following locations need confirmation: Soil Treatment Area (STA) to pond; STA to culvert; STA to water feature; Lift Station #1 Force main to water feature. If force main is within 50’ of water feature, the line must be double encased per EC OWTS Regulations Table 7-1. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure functionality of the system. Because reductions are taken in the size of the STA, proof of an active operations and maintenance contract must be provided with final certification. System certification, along with photos and a record drawing is required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system or occupancy of the dwellings. Wednesday, September 18, 2024 1 THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT Issued by: Environmental Health Department, Eagle County, CO Danielle Salinsky Date April 25, 2022 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH, ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Wednesday, September 18, 2024 2 INSPECTION WORKSHEET (INSP-532198-2024) FOR EAGLE COUNTY GOVERNMENT OWTS-023752-2022Case Number:Case Module:Permit Management 06/21/2024 ApprovedInspection Status:Inspection Date: OWTS Final InspectionInspection Type:Inspector:Kirk Weems Job Address:Parcel Number:12799 Colorado River Rd Gypsum Area, CO 186123100008 Company Name NameContact Type Applicant Beck Building Company Alex Dammeyer Contractor Shoup Land Development Jud Shoup Engineer KUMAR & ASSOCIATES Dave Young Kumar & Associates Shane Mello Engineer Consultant Kumar & Associates Shane Mello Owner Kolorado River Ranch, LLC Jennifer and Scott Jones CommentsPassedChecklist Item True 06/23/2025 - confirmed tank sizing and placement for primary, secondary and dosing tanks. Septic Tank - Septic Tank True Received 07/23/2025 - Included in PE FinalRecord Drawing - Record Drawing True Received 07/23/2025 - Included in PE FinalRecord Photos - Record Photos True Submitted with approved PE designSite and Soil - Site & Soil True Received 07/23/2025Final Certification Letter - Final Certification Letter True 06/23/2025 - all components appear to be installed generally according to approved plan. Requested information on pump stations be included in plans. General Plan - General Plan True 6/21/2024 - Observed STA pre-backfill. 5 rows of 16 infiltrator chambers for total of 80 chambers. ADV was not in place at time of pre-backfill for STA. 06/23/2025 - Confirmed ADV at high point in system. Soil Treatment Area (STA) - Soil Treatment Area (STA) True 06/23/2025 - Shoup Land DevelopmentIdentification of Systems Contractor - Identification of Systems Contractor July 25, 2025 Page 1 of 1P.O. Box 179, 500 Broadway, Eagle, CO 81631-0179 5020 County Road 154 Glenwood Springs, CO 81601 phone: (970) 945-7988 email: kaglenwood@kumarusa.com www.kumarusa.com Office Locations: Denver (HQ), Parker, Colorado Springs, Fort Collins, Glenwood Springs, and Summit County, Colorado July 23, 2025 Kompass Kapital Management c/o Tom Cole Architect P. O. Box 895 Grand Lake, Colorado 80447 tom@tomcolearchitect.com Project No. 20-7-783.02 Permit No. OWTS-023752-2022 Subject: Certification of Onsite Wastewater Treatment System (OWTS), Proposed Lodge and ADU, Colorado River Ranch, 12799 Colorado River Road, Eagle County, Colorado Dear Tom: A representative of Kumar & Associates observed the installation of the Onsite Wastewater Treatment System (OWTS) for the proposed lodge and associated auxiliary dwelling unit (ADU) at the subject site as required by the Eagle County Environmental Health Department. Our observations and recommendations are presented in this report. The services are supplemental to Kumar & Associates agreement for professional services to Kompass Kapital Management dated December 28, 2020. We previously designed the OWTS for the lodge/ADU as submitted in our report dated March 24, 2022, Project No. 20-7-783.02. The system was designed for a maximum daily load of 25 people. The system was installed by Shoup Land Development. We performed our as-built evaluation on December 7, 2023; June 21, August 1, 16, and 30, and September 13, 2024; and June 23, 2025. The OWTS components observed included: lift stations, sewer lines, septic tanks, advanced treatment system, effluent lines, automatic distribution valve (ADV), and soil treatment area (STA) and the locations of these components. The installation and locations of the system components were verified as shown on Figure 1. Pictures of the OWTS components made during the site visits are included with this report. The distance locations to the septic tank shown on Figure 1 were made by taping. On June 23, 2025, after power had been supplied to the pump, a pump performance test was performed with adequate head pressure observed. The sewer lines exited the building at three locations. The lift stations and pressure main sewer lines to the septic tanks were designed by IMEG. The changes are acceptable to us. It is our opinion that the OWTS was installed in general conformance with the above-referenced design. The observations and recommendations presented above are based on our site observations and our experience in the area. We make no warranty either express or implied. Alterations to the system or improper backfill and site grading could affect the operation and effectiveness of the OWTS. Kumar & Associates OWTS PHOTOGRAPH LOG PROPOSED LODGE AND ADU COLORADO RIVER RANCH 12799 COLORADO RIVER ROAD EAGLE COUNTY, COLORADO Project No. 20-7-783.02 Photograph 1: Typical lift station leaving building. Photograph 2: Duplex pumping system in lift station. OWTS PHOTOGRAPH LOG PROPOSED LODGE AND ADU COLORADO RIVER RANCH 12799 COLORADO RIVER ROAD EAGLE COUNTY, COLORADO Project No. 20-7-783.02 Photograph 3: Encased sewer line crossing storm sewer with insulation board. Photograph 4: Typical sewer line with insulation board in paved areas. OWTS PHOTOGRAPH LOG PROPOSED LODGE AND ADU COLORADO RIVER RANCH 12799 COLORADO RIVER ROAD EAGLE COUNTY, COLORADO Project No. 20-7-783.02 Photograph 5: Sewer lines joining and entering first septic tank. Photograph 6: (3) Valley Precast one-chamber, 2,000 gallon tanks and (1) Valley Precast one-chamber, 500 gallon dosing tank. OWTS PHOTOGRAPH LOG PROPOSED LODGE AND ADU COLORADO RIVER RANCH 12799 COLORADO RIVER ROAD EAGLE COUNTY, COLORADO Project No. 20-7-783.02 Photograph 7: Advantex AX100 advanced treatment unit. Photograph 8: Duplex recirculating pump in third septic tank. OWTS PHOTOGRAPH LOG PROPOSED LODGE AND ADU COLORADO RIVER RANCH 12799 COLORADO RIVER ROAD EAGLE COUNTY, COLORADO Project No. 20-7-783.02 Photograph 9: Effluent line from dosing tank to V6605 automatic distributing valve (ADV) Photograph 10: Effluent lines to the soil treatment area(STA) and observation ports. OWTS PHOTOGRAPH LOG PROPOSED LODGE AND ADU COLORADO RIVER RANCH 12799 COLORADO RIVER ROAD EAGLE COUNTY, COLORADO Project No. 20-7-783.02 Photograph 11: Typical trench in STA with Infiltrator Quick4 Plus Standard chambers. Photograph 12: End of STA trench with observation port and cleanout. OWTS PHOTOGRAPH LOG PROPOSED LODGE AND ADU COLORADO RIVER RANCH 12799 COLORADO RIVER ROAD EAGLE COUNTY, COLORADO Project No. 20-7-783.02 Photograph 13: Control panel. No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC21002823.00-TASK 10SHEETS.dwg2023Field Book No:PH: 303.796.6000 www.imegcorp.com 7600 E Orchard Rd Suite 250-S Greenwood Village, CO 80111 THE LODGE AND ADU AT KOLORADO RIVER RANCH COLORADO RIVER RANCH, GYPSUM, CO COVER SHEET21002823.00RAGRAG5/17/2023C-1119SITE CONSTRUCTION PLANSFORTHE LODGE AND ADU AT KOLORADO RIVER RANCHCOLORADO RIVER RANCHGYPSUM, COLORADOVICINITY MAPSCALE: 1"=400'IMEG CORP. HAS ADOPTED SAFETY PROCEDURES FOR ITSEMPLOYEES WHO PROVIDE PROFESSIONAL ENGINEERING ANDSURVEYING SERVICES. A COPY OF THESE PROCEDURES ISAVAILABLE FROM THE SAFETY OFFICER. IMEG CORP.PERSONNEL ARE NOT TRAINED IN CONTRACTOR(CONSTRUCTION) SAFETY AND COMPLIANCE PROCEDURES. THEMETHODS AND MEANS TO COMPLY WITH CONSTRUCTION SITESAFETY ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.OWNERKOLORADO RIVER RANCH, LLC9800 METCALF AVE., 5TH FLOOROVERLAND PARK, KANSAS 66212ATTN: BRADLEY BERGER, MANAGING MEMBERTEL: (913) 381-4044EMAIL: BBERGER@KOMPASSKAPITAL.COMUTILITY NOTETHE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE APPROXIMATE,ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND ARE NOT TO BE REFERENCEDFOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BECONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE ANACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THECONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, ANDMARKING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION,PROTECTION, ETC. OF ANY UTILITY MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITYCOMPANY AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED WITHBURIED AND ABOVEGROUND UTILITIES, REMAINS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.PREPARED BY:IMEG CORP.TAYLOR GOERTZ, PE7600 ORCHARD RD, SUITE 250-SGREENWOOD VILLAGE, CO 80111303-796-6000‬Know what'sbelow.before you dig.CallREAGLE COUNTY STANDARD NOTES1.THE CONTRACTOR SHALL PROVIDE ALL SIGNS, BARRICADES, FLAGGERS ANDDEVICES NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THE LATESTEDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. NOWORK WITHIN ANY COUNTY RIGHT-OF-WAY MAY BEGIN UNTIL A TRAFFICCONTROL PLAN HAS BEEN SUBMITTED TO AND APPROVED BY THEAPPROPRIATE COUNTY DEPARTMENT.2.THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE EAGLE COUNTYDEPARTMENT AT LEAST SEVEN (7) DAYS BEFORE STARTING CONSTRUCTIONOF ANY PUBLIC IMPROVEMENTS OR ANY CONSTRUCTION WITHIN THECOUNTY RIGHT-OF-WAY.SHEET INDEXSheet NumberSheet TitleC-1COVER SHEETC-2NOTES & LEGENDC-3EXISTING CONDITIONS PLAN & SURVEY CONTROLC-4OVERALL SITE PLAN AND KEY MAPC-5SITE PLAN - NORTHC-6SITE PLAN - SOUTHC-7GRADING & DRAINAGE PLAN NORTHC-8GRADING & DRAINAGE PLAN SOUTHC-9MISCELLANEOUS DRAIN SYSTEMS PLANC-10MIDWALL DRAIN SYSTEM PLANC-11DRAINAGE DETAILS SHEET 1C-12DRAINAGE DETAILS -SHEET 2C-13OVERALL UTILITY PLANC-14POND DRY HYDRANT PLANC-15WASTEWATER LIFT STATION PLAN & PROFILESC-16UTILITY DETAILSC-17ESC PLAN SOUTH (LODGE & ADU, PHASE 1)C-18ESC PLAN NORTH (POND, PHASE 2)C-19EROSION AND SEDIMENT CONTROL DETAILS UTILITY CONTACTSWATER, WASTEWATER, STORMWATEREAGLE COUNTY ENGINEERING DEPARTMENTJULIE PRANGER - STAFF ENGINEER500 BROADWAY STREETEAGLE, CO 81631TEL: (970) 328-3563EMAIL: JULIE.PRANGER@EAGLECOUNTY.USROADSEAGLE COUNTY ROAD & BRIDGE DEPARTMENTJOHN HARRIS - DIRECTOR3289 COOLEY MESA ROADGYPSUM, CO 81637TEL: (970) 328-3450EMAIL: JOHN.HARRIS@EAGLECOUNTY.USELECTRICHOLY CROSS ENERGY132 BUCKHORN VALLEY BOULEVARDGYPSUM, CO 81637TEL: (970) 945-5491PROJECT #IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THISDRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARETHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED ORREPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.7600 ORCHARD ROAD, SUITE 250-SGREENWOOD VILLAGE, CO 80111-2539303.796.6000 FAX: 720.501.6713www.imegcorp.com21002823.00 TASK 10PROJECT SITE BOUNDARYCO L O R A D O R I V E R R D ( C O U N T Y R O A D 3 0 1 ) CO L O R A D O R I V E R © GOOGLE MAPS4023706/14/2023 No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC21002823.00-TASK 10SHEETS.dwg2022Field Book No:PH: 303.796.6000 www.imegcorp.com 7600 E Orchard Rd Suite 250-S Greenwood Village, CO 80111 THE LODGE AND ADU AT KOLORADO RIVER RANCH COLORADO RIVER RANCH, GYPSUM, CO NOTES & LEGEND21002823.00RAGRAG12/1/22C-2219CONCRETEGRAVEL, RIPRAPLANDSCAPING@ATACACRESBCBUILDING CORNERBLDG.BUILDINGBLVD.BOULEVARDBMPBEST MANAGEMENT PRACTICEBOC BACK OF CURBBTMBOTTOMBWBOTTOM OF WALLCLCENTERLINECNRCORNERCONC.CONCRETECYCUBIC YARDDIAM.DIAMETERDR.DRIVEDRVDRIVEWAYD/SDOWNSTREAMELEV.ELEVATIONECEDGE OF CONCRETEEPEDGE OF PAVEMENTESCEROSION AND SEDIMENT CONTROLE.W. EACH WAYEWEDGE OF WALKEX.EXISTINGEXT.EXTERIORFFFINISH FLOORFFEFINISH FLOOR ELEVATIONFLFLOWLINEFSFINISHED SURFACEGSGROUND SHOTHHIGH/HEIGHTHPHIGH POINTIMPR.IMPROVEMENTSINT.INTERIORLLONG/LENGTHLAT.LATITUDELFLINEAL/LINEAR FEETLN.LANELONG.LONGITUDELPLOW POINTMAX.MAXIMUMMFR.MANUFACTURERMHMANHOLEMIN.MINIMUMNTSNOT TO SCALEO.C. ON CENTERS (CENTER TO CENTER)P&PPLAN & PROFILEPED.PEDESTALPROF.PROFILEPROP.PROPOSEDPSIPOUNDS PER SQUARE INCHQTY.QUANTITYRRADIUSRD.ROADRRRAILROADREINF.REINFORCEMENTSCH.SCHEDULESFSQUARE FEETSHT.SHEETST.STREETSTDSTANDARDSYSQUARE YARDTBDTO BE DETERMINEDTELE.TELEPHONETEMP.TEMPORARYTOCTOP OF CURBTWTOP OF WALLTYP.TYPICALU/SUPSTREAMWWIDE/WIDTHA/CACCESS CONTROLBMBENCHMARKBSLBUILDING SETBACK LINEPLPROPERTY LINEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCINGROWRIGHT-OF-WAYSECSECTIONUEUTILITY EASEMENTC.I. CAST IRONCIPCAST IRON PIPECMPCORRUGATED METAL PIPECOCLEANOUTCPECORRUGATED POLYETHYLENE PIPECPPCORRUGATED PLASTIC PIPECPVCCORRUGATED POLYVINYL CHLORIDE PIPEDIA./ØDIAMETERD.I. DUCTILE IRONDIPDUCTILE IRON PIPEERCPELLIPTICAL REINFORCED CONCRETE PIPEFESFLARED END SECTIONFHFIRE HYDRANTGALV.GALVANIZEDGMGAS MAIN, GAS METERHDPEHIGH DENSITY POLYETHYLENE PIPEI.D.INNER/INSIDE DIAMETERINVINVERTMHMANHOLEMSVMASTER SHUTOFF VALVEO.D.OUTER/OUTSIDE DIAMETEROHOVERHEADOWTSON-SITE WASTEWATER TREATMENTSYSTEMPVCPOLYVINYL CHLORIDE PIPERCPREINFORCED CONCRETE PIPESANSANITARYSMSSTORMWATER MANAGEMENT SYSTEMSSSANITARY SEWERSTMSTORMSTSSTORM SEWERUTIL.UTILITYVCPVITRIFIED CLAY PIPEWMWATER MAIN, WATER METERWVWATER VALVEWWWASTEWATERUGUNDERGROUNDYHYARD HYDRANTGENERAL ABBREVIATIONSSURVEY ABBREVIATIONSUTILITIES ABBREVIATIONSSURVEY BOUNDARYHANDHOLEPOWER POLESTORM MANHOLEHYDRANTWATER VALVEGAS VALVELIGHT POLESIGNSPOT ELEVATIONMEASURED DIMENSION100.00'L E G E N DR.O.W. MARKER, FOUNDCABLE TV PEDESTALELECTRIC PEDESTAL/TRANSFORMERTELEPHONE PEDESTALTELEPHONE POLEEASEMENT LINEOVERHEAD ELECTRICGAS LINEUNDERGROUND ELECTRICSANITARY/STORM CLEANOUTTELEPHONE LINEFIBER OPTIC CABLER.O.W. LINEELECTRIC MANHOLETELEPHONE MANHOLETREECONTROL POINTGUY WIREFLAGPOLEPOST/BOLLARDTREE OR SHRUB LINEPROPERTY LINEDOWNSPOUTGAS METERBENCHMARKELECTRIC METERWATER METERSANITARY SEWERSTORM SEWERPIPE UNDERDRAINWATER LINETELEVISION LINEGUY POLEGRADE LABELPOWER POLE W/ LIGHTPOWER POLE W/ METERDRAINAGE SLOPELINE CONTINUATIONCONTOURSANITARY MANHOLEWOOD FENCESILT FENCEGS=CONCRETE MONUMENT, FOUNDCONSTRUCTION LIMITS1.0%WATER SERVICE100100PROPOSEDEXISTINGPROJECT #IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THISDRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARETHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED ORREPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.7600 ORCHARD ROAD, SUITE 250-SGREENWOOD VILLAGE, CO 80111-2539303.796.6000 FAX: 720.501.6713www.imegcorp.comPROPOSEDEXISTINGGENERAL NOTES1.CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE; INCLUDING, SAFETY OF PERSONS AND PROPERTYDURING THE PERFORMANCE OF WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTIONREVIEW BY EAGLE COUNTY (HEREINAFTER REFERRED TO AS COUNTY) OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACYOF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.2.THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE PLANS. CONTRACTOR ISSPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS FROM THE VARIOUSUTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS DATA IS NOT TO BE RELIED UPON AS EXACT, THOROUGH OR COMPLETE.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK, FIELD VERIFYINGSIZE AND HORIZONTAL/VERTICAL LOCATIONS OF EXISTING FACILITIES PRIOR TO CONSTRUCTION, AND NOTIFYING THE COUNTY AND ENGINEER OF ANY DISCREPANCIES.THE LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL CONTACT UTILITYNOTIFICATION CENTER OF COLORADO (UNCC) AT (800)922-1987 AND/OR COLORADO 811 AT (303)232-1991 OR 8-1-1 AT LEAST TWO (2) WORKING DAYS PRIOR TOBEGINNING ANY EARTHWORK TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (E.G., IRRIGATION) ARE TO BE LOCATEDBY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EARTHWORK.3.CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.4.CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANYUTILITY CROSSINGS REQUIRED.5.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS FROM ALL APPLICABLE AGENCIES PRIOR TO CONSTRUCTION.6.NO WORK MAY COMMENCE WITHIN ANY IMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OF-WAY OR DEVELOPMENT CONSTRUCTION PERMIT (OR EQUIVALENT) ISOBTAINED. IF APPLICABLE, THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN IN ACCORDANCE WITH MUTCD TO THE APPROPRIATERIGHT-OF-WAY AUTHORITY (EAGLE COUNTY OR STATE OF COLORADO) FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THERIGHT-OF-WAY, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED.7.CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN PROPER TRAFFIC CONTROL DEVICES UNTIL THE PROJECT SITE IS OPEN TO TRAFFIC. THE CONTRACTOR SHALLSUBMIT A TRAFFIC CONTROL PLAN TO THE LOCAL AUTHORITIES, JURISDICTIONS, AND THE COUNTY FOR APPROVAL PRIOR TO CONSTRUCTION AS REQUIRED.8.CONTRACTOR SHALL NOTIFY THE COUNTY AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF ANY EARTH-DISTURBING ACTIVITY OR CONSTRUCTION ON ANYAND ALL PUBLIC IMPROVEMENTS. IF THE APPROPRIATE COUNTY REPRESENTATIVE IS NOT AVAILABLE AFTER PROPER NOTICE HAS BEEN PROVIDED, CONTRACTOR MAYCOMMENCE WORK IN THE COUNTY INSPECTOR'S ABSENCE. HOWEVER, THE COUNTY RESERVES THE RIGHT NOT TO ACCEPT THE WORK IF SUBSEQUENT TESTINGREVEALS AN IMPROPER INSTALLATION.9.PRIOR TO BEGINNING WORK, A PRECONSTRUCTION MEETING SHALL BE HELD, AS SCHEDULED BY THE CONTRACTOR. THE CONTRACTOR'S DESIGNATED ON-SITEREPRESENTATIVE(S), ENGINEER, AND ANY OTHER ENTITIES INVOLVED IN THE CONSTRUCTION AND DEEMED NECESSARY BY THE CONTRACTOR SHALL BE PRESENT.10.CONTRACTOR SHALL KEEP ON-SITE AT ALL TIMES AN UPDATED STORMWATER MANAGEMENT PLAN (SWMP), BEST MANAGEMENT PRACTICE (BMP) MAINTENANCEFOLDER, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS ANDEXTENSION AGREEMENTS FOR THIS PROJECT. IN ADDITIONS, A CDPHE GENERAL PERMIT SHALL BE OBTAINED FROM THE STATE WATER QUALITY CONTROL DIVISIONFOR CONSTRUCTION STORMWATER DISCHARGES PRIOR TO ANY EARTH-DISTURBING ACTIVITY FOR THIS PROJECT, IF APPLICABLE TO THIS PROJECT (I.E. IF ONE (1) ORMORE ACRES OF LAND ARE DISTURBED). CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE CDPHE GENERAL PERMIT FOR CONSTRUCTIONSTORMWATER DISCHARGE, THE SWMP, AND ANY EROSION & SEDIMENT CONTROL (ESC) PLAN CONTAINED IN THESE PLANS.11.IT SHALL BE UNLAWFUL FOR ANY PERSON TO CONDUCT OR PERMIT OUTDOOR CONSTRUCTION ACTIVITIES, INCLUDING, BUT NOT LIMITED TO, CARPENTRY, EXCAVATION,ROOFING, CONCRETE INSTALLATION, PAVING OR ANY ACTIVITY IN SUPPORT THEREOF, WITHIN THE COUNTY LIMITS EXCEPT BETWEEN: (I) MONDAYS THROUGH FRIDAYS,THE HOURS OF 7:00 A.M. AND 5:00 P.M. OR DUSK, WHICHEVER IS EARLIER AND (II) ON SATURDAYS, SUNDAYS, AND HOLIDAYS WITH COUNTY'S WRITTEN APPROVAL.12.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS ORSPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE COUNTY IMMEDIATELY.13.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE.14.CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESEPLANS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE.15.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH BY THECOUNTY AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLESTANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE COUNTY.16.MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE COUNTY'S CONSTRUCTION STANDARDS, SPECIFICATIONS AND/OR OTHER REQUIREMENTS. WORK SHALL BESUBJECT TO INSPECTION AND APPROVAL BY AUTHORIZED COUNTY REPRESENTATIVE.17.THE MATERIALS USED IN PROJECTS SHALL BE NEW AND SUBJECT TO THE INSPECTION AND APPROVAL OF THE COUNTY INSPECTOR AT ALL TIMES. THE INSPECTOR HASTHE RIGHT TO PERFORM ANY TESTING DEEMED NECESSARY TO ENSURE COMPLIANCE OF THE MATERIAL WITH THESE STANDARDS. NO MATERIAL SHALL BE USEDBEFORE BEING INSPECTED AND APPROVED BY THE INSPECTOR. FAILURE OR NEGLECT ON THE PART OF THE INSPECTOR TO CONDEMN OR REJECT INFERIOR MATERIALSOR WORK SHALL NOT BE CONSTRUED TO IMPLY THEIR ACCEPTANCE SHOULD THEIR INFERIORITY BECOME EVIDENT AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THEWORK. INSPECTORS ALSO HAVE THE AUTHORITY TO REJECT DEFECTIVE OR INFERIOR MATERIALS AND/OR DEFECTIVE WORKMANSHIP AND TO SUSPEND WORK UNTILSUCH TIME AS THE RESPONSIBLE PARTY SHALL CORRECT THE DISCREPANCIES IN QUESTION.18.WHENEVER DEFECTIVE MATERIALS AND WORK ARE REJECTED, THE CONTRACTOR SHALL PROMPTLY REMOVE SUCH DEFECTIVE MATERIALS AND CONSTRUCTION FROMTHE PROJECT SITE AND REPLACE ALL DEFECTIVE PORTIONS TO THE SATISFACTION OF THE ENGINEER AND COUNTY. IF THE RESPONSIBLE PARTY FAILS TO REMOVEREJECTED ITEMS FROM THE PROJECT SITE WITHIN ONE (1) WEEK, THE ENGINEER OR COUNTY MAY ARRANGE FOR SUCH REMOVAL AT THE CONTRACTOR'S EXPENSE.19.INSPECTION AND/OR OBSERVATION SHALL NOT RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK STRICTLY IN ACCORDANCE WITH THEPLANS AND SPECIFICATIONS OR ANY MODIFICATIONS THEREOF. WORK NOT SO CONSTRUCTED SHALL BE REMOVED AND CORRECTED BY THE CONTRACTOR AT HISSOLE EXPENSE, WHENEVER SO ORDERED BY THE ENGINEER OR COUNTY, WITHOUT REFERENCE TO ANY PREVIOUS ERROR OR OVERSIGHT IN INSPECTION.20.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY A COUNTY REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT CONSTRUCTION WHENSTANDARD CONSTRUCTION PRACTICES ARE NOT STRICTLY FOLLOWED.21.CONTRACTOR SHALL REGULARLY PATROL THE PROJECT LIMITS AND IMMEDIATELY ADJACENT PROPERTY TO THE PROJECT SITE TO REMOVE CONSTRUCTION DEBRISAND KEEP THE SITE CLEAN AND SAFE.22.NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATIONSHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATION AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME.23.TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE REVEGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATEDWITH PROPER MEASURES TAKEN TO CONTROL EROSION AND SEDIMENT MOVEMENT.24.AT ALL TIMES, PROJECT SITE SHALL BE MAINTAINED OR WATERED TO PREVENT WIND-CAUSED EROSION. EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHENDUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE PROBLEMS,CONTRACTOR SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTY AS DIRECTED BY THE COUNTY.25.ALL SITE GRADING (EXCAVATION, EMBANKMENT, COMPACTION, ETC.) SHALL CONFORM TO THE RECOMMENDATIONS OF THE LATEST GEOTECHNICAL INVESTIGATIONFOR THIS PROJECT AND SHALL FURTHER BE IN CONFORMANCE WITH THE PROJECT STANDARDS AND SPECIFICATIONS.26.PERMANENT SLOPES SHALL NOT EXCEED 4:1 (H:V) IN AREAS TO BE SEEDED OR SODDED, UNLESS OTHERWISE SHOWN ON THESE PLANS AS APPROVED BY THE COUNTY.27.ALL STRUCTURAL EROSION AND SEDIMENT CONTROL (ESC) MEASURES SHALL BE INSTALLED, AT THE LIMITS OF CONSTRUCTION AND AT AREAS WITH DISTURBED SOIL,ON- OR OFF-SITE, PRIOR TO ANY OTHER EARTH-DISTURBING ACTIVITY. ALL ESC MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR, UNTIL SUCHTIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING TO MITIGATE EROSION. CONTRACTOR SHALL USE STANDARD EROSIONCONTROL TECHNIQUES DESCRIBED IN VOLUME 3 OF THE URBAN STORM DRAINAGE AND CRITERIA MANUAL (MILE HIGH FLOOD DISTRICT).28.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED DUE TO UNFORESEEN EROSION PROBLEM OR IF THE PROPOSED EROSION CONTROLMEASURES DO NOT FUNCTION AS INTENDED. THE REQUIREMENTS OF THE INCLUDED EROSION CONTROL PLAN AND THE OBLIGATION OF THE CONTRACTOR SHALL RUNWITH THE LAND UNTIL SUCH TIME AS THE EROSION CONTROL PLAN IS PROPERLY COMPLETED, OFFICIALLY MODIFIED, OR VOIDED.29.CONTRACTOR IS RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO EXISTING STREETS/ROADS DURING CONSTRUCTION. MUD ANDDEBRIS MUST BE REMOVED BY THE END OF EACH WORKING DAY BY AN APPROPRIATE MECHANICAL METHOD (E.G., MACHINE BROOM SWEEP, LIGHT DUTY FRONT-ENDLOADER, ETC.) OR AS APPROVED BY THE COUNTY STREET/ROAD INSPECTOR, IN ADDITION TO INSTALLATION OF A VEHICLE TRACKING PAD BMP IF REQUIRED.30.WHEN AN EXISTING ASPHALT STREET IS CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTINGSTREET CONDITION SHALL BE DOCUMENTED BY THE COUNTY INSPECTOR OR JURISDICTIONAL AUTHORITY'S REPRESENTATIVE BEFORE ANY CUTS ARE MADE . PATCHINGAND PAVEMENT RESTORATION SHALL BE DONE IN CONFORMANCE WITH THE COUNTY'S OR JURISDICTIONAL AUTHORITY'S REQUIREMENTS, WHICHEVER IS STRICTER.THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWN MACHINE. INSTREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE TRAVEL LANE(S) WIDTH, INCLUDING THE PATCHED AREAS, MAY BE REQUIRED. THEDETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE ENGINEER, COUNTY, OR OTHER JURISDICTIONAL AUTHORITY.31.AFTER ANY OVERLAY OF AN EXISTING ROADWAY, WHERE UTILITIES ARE PRESENT, CONTRACTOR SHALL OPEN ALL MANHOLES AND VALVE BOXES FOLLOWING THEPAVING OPERATION TO ENSURE THAT MANHOLE AND VALVES WERE NOT PAVED OVER OR FILLED WITH ASPHALT.32.PAVING AND FLATWORK SHALL NOT BEGIN UNTIL AN ASPHALT MIX DESIGN HAS BEEN SUBMITTED AND THEN APPROVED BY THE ENGINEER, AND NOT UNTIL SUBGRADECOMPACTION TEST AND PROOF ROLL HAVE BEEN PERFORMED AND THE RESULTS ACCEPTED BY THE ENGINEER, COUNTY OR OTHER JURISDICTIONAL AUTHORITY.33.DURING CONSTRUCTION, CARE MUST BE TAKEN TO AVOID ANY GROUNDWATER, CONSTRUCTION DEBRIS, SOIL, OR ANY OTHER FOREIGN MATERIALS FROM ENTERINGANY ACTIVE SEWER.34.ANY CONSTRUCTION DEWATERING ACTIVITIES FOR THIS PROJECT MUST COMPLY WITH THE STATE OF COLORADO PROCESSES FOR COLORADO ENVIRONMENTALONLINE SERVICES (CEOS) AND DEWATERING GENERAL PERMITS (GROUNDWATER DISCHARGE). FOR INFORMATION, PLEASE CONTACT COLORADO DEPARTMENT OFHEALTH & ENVIRONMENT (CDPHE), WATER QUALITY CONTROL DIVISION, AT (303)691-7919 OR (303)692-3517.35.ALL TRENCHES SHALL BE ADEQUATELY SUPPORTED AND THE SAFETY OF WORKERS PROVIDED FOR AS REQUIRED BY THE MOST RECENT OCCUPATIONAL SAFETY ANDHEALTH ADMINISTRATION (OSHA) "SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION." THESE REGULATIONS ARE DESCRIBED IN SUBPART P, PART 1926 OF THECODE OF FEDERAL REGULATIONS. SHEETING AND SHORING AND/OR TRENCH BOXES SHALL BE UTILIZED WHERE NECESSARY TO PREVENT ANY EXCESSIVE WIDENINGOR SLOUGHING OF THE TRENCH WHICH MAY BE DETRIMENTAL TO HUMAN SAFETY, TO THE PIPE BEING PLACED, TO TREES, OR TO ANY EXISTING STRUCTURE. WHEREEXCAVATIONS ARE MADE UNDER SEVERE WATER CONDITIONS, CONTRACTOR MAY BE REQUIRED TO USE AN APPROVED PILING INSTEAD OF SHEETING AND SHORING.36.BEDDING AND BACKFILL MATERIALS FOR THE PIPELINE INSTALLATION SHALL CONFORM TO THE PROJECT STANDARDS AND SPECIFICATIONS.37.TRENCH COMPACTION MUST BE ATTAINED TO PROJECT SPECIFICATIONS AND COMPACTION TEST RESULTS SUBMITTED TO ENGINEER AND COUNTY FOR ACCEPTANCE.38.EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS, GUTTERS, LANDSCAPING, STRUCTURES & IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO THECONSTRUCTION OF THIS PROJECT SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS.39.ALL EXISTING CURB, GUTTER, AND SIDEWALK DAMAGED BY PROJECT WORK SHALL BE REPLACED PRIOR TO FINAL ACCEPTANCE OF COMPLETED IMPROVEMENTS.40.REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS OR LANDSCAPING IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL RESTORE ANY DISTURBEDAREAS TO EQUAL OR BETTER CONDITION THAN EXISTED BEFORE CONSTRUCTION.41.UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED BEFORECONSTRUCTION, OR TO THE GRADES AND CONDITIONS AS REQUIRED BY THESE PLANS.42.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWINGS/PLANS IF PERTINENT DIMENSIONS ARE NOT SHOWN. CONTRACTORSHALL CONTACT THE COUNTY OR ENGINEER FOR CLARIFICATION OR ADDITIONAL INFORMATION AS NEEDED.43.CONTRACTOR IS RESPONSIBLE FOR RECORDING "AS CONSTRUCTED" OR "AS-BUILT" INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITEAND AVAILABLE TO THE COUNTY'S INSPECTOR AND THE ENGINEER AT ALL TIMES. CONTRACTOR SHALL GIVE THE FINAL AS-BUILT RECORD DRAWINGS TO THE COUNTYAFTER FINAL ACCEPTANCE OF COMPLETED WORK AND SHALL FURNISH THE ENGINEER WITH AS-BUILT INFORMATION UPON REQUEST.44.COMPLETED/AS-BUILT WORK SHALL BE SURVEYED UNDER THE SUPERVISION OF A COLORADO LICENSED LAND SURVEYOR IN ACCORDANCE WITH THESE PLANS ANDTHE PROJECT STANDARDS AND SPECIFICATIONS, FOR INCLUSION IN THE REQUIRED AS-BUILT RECORD DRAWINGS. THE AS-BUILT RECORD DRAWINGS PROVIDED BY THECONTRACTOR SHALL BE PREPARED IN THEIR FINAL FORM BY A COLORADO LICENSED PROFESSIONAL ENGINEER PER THE PROJECT STANDARDS AND SPECIFICATIONS.CONTRACTOR SHALL CONSULT THE DRAWINGS STANDARDS CHECKLISTS IN THE PROJECT STANDARDS AND SPECIFICATIONS FOR MORE REQUIREMENTS.45.AFTER ACCEPTANCE BY THE COUNTY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED BY THE CONTRACTOR TO BE FREE FROM MATERIALSAND WORKMANSHIP DEFECTS FOR A PERIOD OF TWO (2)YEARS FROM THE DATE OF FINAL ACCEPTANCE.PUBLIC UTILITIES NOTES1.ALL POTABLE WATER LINES, SANITARY AND STORM SEWER PIPES, PIPE FITTINGS, FIRE HYDRANTS, AND SERVICE LINE MATERIALS SHALL CONFORM TO THE COUNTY'SMOST CURRENT SPECIFICATIONS AND REQUIREMENTS.2.CONTRACTOR SHALL SEQUENCE THE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER ANDSANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO THE INSTALLATION OF THE WATER LINES AND DRY UTILITIES.3.THERE SHALL BE A MINIMUM OF FOUR AND ONE HALF FEET (4.5') AND MAXIMUM OF 6 FEET (6') OF COVER FROM FINISHED GRADE TO THE TOP OF ALL WATER LINESEXCEPT AS DEEPER INSTALLATION MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THE LAND OR AS OTHERWISE NOTED ON THESE PLANS.4.RIM ELEVATIONS OF MANHOLES AND VAULTS SHOWN ON THESE PLANS SHEETS ARE APPROXIMATE ONLY AND MAY NOT BE FINAL ELEVATIONS. CONTRACTOR SHALLFIELD-VERIFY RIM ELEVATIONS AND WHERE POSSIBLE ALLOW APPROXIMATELY THE TOP ONE FOOT (1') OF RIM ELEVATION TO BE ADJUSTED EITHER UP OR DOWN INORDER TO MATCH FINISHED GRADE OR FINAL PAVEMENT ELEVATION(S), OR BE ABOVE FINIISHED GRADE AS DESCRIBED HEREIN. MAXIMUM ADJUSTMENT WITHCONCRETE RINGS IS TWELVE INCHES (12").5.IN ALL CASES UNLESS OTHERWISE IDENTIFIED ON THESE PLANS, TEN FEET (10') OF HORIZONTAL DISTANCE, AS MEASURED FROM EDGE OF PIPE TO EDGE OF PIPE,SHALL BE MAINTAINED BETWEEN ALL POTABLE WATER LINES AND ANY SANITARY PIPE, STORMWATER PIPE OR OTHER NON-POTABLE WATER PIPE.7.ANY WATER MAIN CROSSING UNDER OTHER UTILITIES SHALL BE ACCOMPLISHED WITH VERTICAL BENDS/FITTINGS UNLESS OTHERWISE SPECIFIED ON THESE PLANS.8.MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES (18") SHALL BE PROVIDED BETWEEN WATER LINES AND OTHER UTILITIES AT ALL CROSSINGS.9.ANY SANITARY OR STORM SEWER LINE CROSSING ABOVE A WATER MAIN WITH LESS THAN EIGHTEEN INCHES (18") OF VERTICAL CLEARANCE SHALL BE WATERTIGHTDUCTILE IRON PIPE (WRAPPED) OR C900 PVC, OR SHALL BE ENCASED IN CONCRETE A MINIMUM OF 10' ON EACH SIDE OF THE CROSSING.1000.00SURFACE FLOW DIRECTION21002823.00 TASK 10FS=1.0%Know what'sbelow.before you dig.CallR100.00100.001000.00 No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC21002823.00-TASK 10SHEETS.dwg2022Field Book No:PH: 303.796.6000 www.imegcorp.com 7600 E Orchard Rd Suite 250-S Greenwood Village, CO 80111 THE LODGE AND ADU AT KOLORADO RIVER RANCH COLORADO RIVER RANCH, GYPSUM, CO EXISTING CONDITIONS PLAN & SURVEY CONTROL21002823.00RAGRAG12/1/22C-3319Know what'sbelow.before you dig.CallR14%5.4%6.9%PROJECT #IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THISDRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARETHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED ORREPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.7600 ORCHARD ROAD, SUITE 250-SGREENWOOD VILLAGE, CO 80111-2539303.796.6000 FAX: 720.501.6713www.imegcorp.com21002823.00 TASK 10 6309 6306 6307+107.83+109.33TOW: 108.5TOW: 111.83TOW: 117.25TOW: 110.5TOW: 110.5SLOPE TOPOF WALLTOW: 110.5TOC: 109.83TOC: 109.83+111.5TOW: 111.33TOW: 111.33TOW: 111.336309630763056304630863096310630663046303631563176318631963206321632163206322+110+113+116+10663076305630463066303+111.5+114.5+117.5630863046298630963106311631263136314TOW: 102.33+101.83TOW: 102.33629763056299 6301 62996302+98.312TOW: 111.83TOC: 109.836304631963056306630763086309631063116312631363146315631663176318 +98.3363086308630563086306+109.395+109.336300630163026303630463036305 6302+114.92+114.83+101.83TOW: 109.83TOW: 110.83TOW: 109.83TOW: 111.33+106.8363036304631163126313631463156316631763186319632063216322632263216320631963186317631663156314631363226321632063196311631263136314631263106308630663046302630062986310630863066304631363136311631163136313631363116302630062986310631163126313631463156316+104.836310631063086309+109.33+109.33+109.395+109.33+109.33631263126314631463146314631363126312631463146314+18+1415+14.5+18.56309631063086309630863076310630663096308630763066310630963086307+100.83TOW: 108.83TOW: 105.83TOW: 110.83+108.56307+108.5+114.92+103TOW: 111.83+109.33+107.83+104.83+103.33+109.33+109.33+109.33+104.5+110.5+103.33L.P.63066307+108.5+14.5+14.5+14.516+20+17.5+14.5+14+14+141718+18.5+14+ H.P.6313+10.5+14.5+10.5TOW: 102.33631463156313630163026302No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC21002823.00-TASK 10SHEETS.dwg2023Field Book No:PH: 303.796.6000 www.imegcorp.com 7600 E Orchard Rd Suite 250-S Greenwood Village, CO 80111 THE LODGE AND ADU AT KOLORADO RIVER RANCH COLORADO RIVER RANCH, GYPSUM, CO OVERALL SITE PLAN AND KEY MAP21002823.00RAGRAG5/17/2023C-4419Know what'sbelow.before you dig.CallRPROJECT #IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THISDRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARETHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED ORREPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.7600 ORCHARD ROAD, SUITE 250-SGREENWOOD VILLAGE, CO 80111-2539303.796.6000 FAX: 720.501.6713www.imegcorp.com21002823.00 TASK 104023706/14/2023 No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC21002823.00-TASK 10SHEETS.dwg2023Field Book No:PH: 303.796.6000 www.imegcorp.com 7600 E Orchard Rd Suite 250-S Greenwood Village, CO 80111 THE LODGE AND ADU AT KOLORADO RIVER RANCH COLORADO RIVER RANCH, GYPSUM, CO SITE PLAN - NORTH21002823.00RAGRAG5/17/2023C-5519MATCH LINE - SEE SHEET C-6Know what'sbelow.before you dig.CallRNOTE:1)PROPOSED GRAVEL DRIVEWAY SHALL BE SIX INCHES (6") TOTAL THICKNESS, WITH FOUR INCHES (4") OF 1-1/2" ROAD BASE MATERIALPLACED ON STABILIZED SUBGRADE, AND TWO INCHES (2") OF 3/4" ROAD BASE MATERIAL PLACED AS THE FINAL/TOP LIFT. ALL EXISTINGAND PROPOSED MATERIALS SHALL BE COMPACTED TO 95% OF THE CORRESPONDING STANDARD PROCTOR DRY DENSITY (ASTM D-698).PROJECT #IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THISDRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARETHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED ORREPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.7600 ORCHARD ROAD, SUITE 250-SGREENWOOD VILLAGE, CO 80111-2539303.796.6000 FAX: 720.501.6713www.imegcorp.com21002823.00 TASK 104023706/14/2023 6309 6306 6307 TOW: 108.5TOW: 111.83TOW: 117.25TOW: 110.5TOW: 110.5SLOPE TOPOF WALLTOW: 110.5TOC: 109.83TOC: 109.83+111.0630963076305630463086309631063066304630363176318631963206321632163206322+110+113+116+10663076305630463066303+111.5+114.5+117.56308630462986309 63106311631263136314TOW: 102.33+101.83TOW: 102.33629763056299 6301 62996302TOC: 109.83630463196305 6306 6307 6308 6309 6310 63116312631363146315631663176318 +98.3363086308630563086306+109.3956300630163026303630463036305 6302 +101.83TOW: 109.83TOW: 109.83TOW: 111.3363036304631163126313631463116313631363106311631263136314631563166310631063086309 6312631463146309631063086309630863076306TOW: 108.83TOW: 105.83TOW: 110.83+108.56307+108.5+103TOW: 111.83+104.5+108.5+14.5+14.5+10.5TOW: 102.33630163026302+112.5630963066307630563116312631363146315+14.563156316631763186319632063216322TOW: 111.83TOW: 111.22+110.5No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC21002823.00-TASK 10SHEETS.dwg2023Field Book No:PH: 303.796.6000 www.imegcorp.com 7600 E Orchard Rd Suite 250-S Greenwood Village, CO 80111 THE LODGE AND ADU AT KOLORADO RIVER RANCH COLORADO RIVER RANCH, GYPSUM, CO SITE PLAN - SOUTH21002823.00RAGRAG2/9/23C-6619MATCH LINE - SEE SHEET C-5Know what'sbelow.before you dig.CallRNOTE:1)PROPOSED GRAVEL DRIVEWAY SHALL BE SIX INCHES (6") TOTAL THICKNESS, WITH FOUR INCHES (4") OF 1-1/2" ROAD BASE MATERIALPLACED ON STABILIZED SUBGRADE, AND TWO INCHES (2") OF 3/4" ROAD BASE MATERIAL PLACED AS THE FINAL/TOP LIFT. ALL EXISTINGAND PROPOSED MATERIALS SHALL BE COMPACTED TO 95% OF THE CORRESPONDING STANDARD PROCTOR DRY DENSITY (ASTM D-698).PROJECT #IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THISDRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARETHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED ORREPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.7600 ORCHARD ROAD, SUITE 250-SGREENWOOD VILLAGE, CO 80111-2539303.796.6000 FAX: 720.501.6713www.imegcorp.com21002823.00 TASK 104023711/03/2023 630963066307 TOW: 108.5TOW: 110.5TOW: 110.5TOW: 110.5TOC: 109.8363096315630763056304630663036308630462986309631063116312TOW: 102.33+101.83TOW: 102.336297630562996301 62996302+98.312+98.33630863086300630163026303630463036305 6302 +101.83TOW: 109.83TOW: 111.33+106.83631163126313631463156316631763186319632063216322632263216320631963186317631663156314631363226321632063196311631263136314631263106308630663046302630062986310630863066304631363136311631163136313631363116302630062986310631063106308+109.33+109.395+109.33+109.33631263126314631463146314631363126312631463146314+18+1415+14.5+18.56309631063086309630863076310630663096308630763066310630963086307+100.83TOW: 108.83TOW: 105.83TOW: 110.836307L.P.63066307+14.5+14.5+14.516+20+17.5+14.5+14+14+141718+18.5+146313+10.5+14.5+10.5TOW: 102.336314631563136301No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC21002823.00-TASK 10SHEETS.dwg2023Field Book No:PH: 303.796.6000 www.imegcorp.com 7600 E Orchard Rd Suite 250-S Greenwood Village, CO 80111 THE LODGE AND ADU AT KOLORADO RIVER RANCH COLORADO RIVER RANCH, GYPSUM, CO GRADING & DRAINAGE PLAN - NORTH21002823.00RAGRAG5/17/2023C-7719MATCH LINE - SEE SHEET C-8Know what'sbelow.before you dig.CallR19:1 4:1 (TYP.) 4:1 (TYP.) 2 . 1%6.6:14.3:1 3.7%7.8:1 5.7:1 LPLP17.3: 13.7%6.8:120:1 HP6315.2 EX. GRADE6323.2 EX. GRADE6318.0 FFE6302.0 FS6302.0 FS4.0% 3.7 %6.5%PROJECT #IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THISDRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARETHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED ORREPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.7600 ORCHARD ROAD, SUITE 250-SGREENWOOD VILLAGE, CO 80111-2539303.796.6000 FAX: 720.501.6713www.imegcorp.com21002823.00 TASK 104.3:1 4023706/14/2023 6309 6306 6307 TOW: 108.5TOW: 111.83TOW: 117.25TOW: 110.5TOW: 110.5SLOPE TOPOF WALLTOW: 110.5TOC: 109.83TOC: 109.83+111.0630963076305630463086309631063066304630363176318631963206321632163206322+110+113+116+10663076305630463066303+111.5+114.5+117.56308630462986309 63106311631263136314TOW: 102.33+101.83TOW: 102.33629763056299 6301 62996302TOC: 109.83630463196305 6306 6307 6308 6309 6310 63116312631363146315631663176318 +98.3363086308630563086306+109.3956300630163026303630463036305 6302 +101.83TOW: 109.83TOW: 109.83TOW: 111.3363036304631163126313631463116313631363106311631263136314631563166310631063086309 6312631463146309631063086309630863076306TOW: 108.83TOW: 105.83TOW: 110.83+108.56307+108.5+103TOW: 111.83+104.5+108.5+14.5+14.5+10.5TOW: 102.33630163026302+112.5630963066307630563116312631363146315+14.563156316631763186319632063216322TOW: 111.83TOW: 111.22+110.56309 63 0 6 630 7 TOW: 111.83TOW: 117.25TOW: 110.5TOW: 110.5TOW: 110.5TOC: 109.83TOC: 109.83+111.06309630863096310630463036304 6310 6302TOC: 109.836308+109.39563036 3 0 5 TOW: 109.8363116312631363146315 63086309 +108.5TOW: 111.8363016309630663076305TOW: 111.83TOW: 111.22+110.5No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC21002823.00-TASK 10SHEETS.dwg2023Field Book No:PH: 303.796.6000 www.imegcorp.com 7600 E Orchard Rd Suite 250-S Greenwood Village, CO 80111 THE LODGE AND ADU AT KOLORADO RIVER RANCH COLORADO RIVER RANCH, GYPSUM, CO GRADING & DRAINAGE PLAN - SOUTH21002823.00RAGRAG2/13/23C-8819MATCH LINE - SEE SHEET C-7Know what'sbelow.before you dig.CallR6318.5 EX. GRADELPHPLP6308.5 FS 6307.5 FS/BC6309.3 FS/BW4.6% 23:1 8.1:1 4.0:18.8%LP1.7%LP1.2%4:111.9:1 6.4: 1 7:1 12:18.5:1 8.2:13.3:13.1:13.3:13 . 1 : 1 6308.0 FS/BC/BWGRADING PLAN INSETSCALE: AS NOTED6309.33 FFE6309.23 EC6309.33 EC6309.0 EC/BC6309.33 EC/BC6309.1 EC6308.2 FS6308.3 CNR1.3%6308.6 BW6308.3 BW0.9%6308.9 BW6308.6 BW 1.1 % 6311.33 TW 6308.83 EC/BW6308.63 EC/BW0.5%0.5%6309.0 EC 1.9 % 1.9 %1.4%6309.1 EC6309.0 EC6308.9 EC6308.9 EC0.7%0.7%6309.40 EC6309.40 EC0.9%6309.33 EC/BW6309.23 FS0.5%6308.57 EC6308.53 EC3.9%0.4%0.4%630963090.5%6308.8 EC1.5%6319.0 EX. GRADE6315.2 EX. GRADE6314.8 EX. GRADEINSTALL (1) TYPE C INLETBOX WITH 3'X2' GRATE MIN.GRATE ELEV = 6303.50INV OUT (W) = 6302.22SEE DETAIL ON SHEET C-11.INSTALL 105.5 LF 4"SDR-35 PVC @ 0.9%INSTALL (1) 12"X12" CATCH BASIN WITH(2) OPENINGS, (3) RISERS, AND (1) D.I. GRATE.NDS PART NUMBERS 1200 (BASIN), 1216 (RISER),AND 1213 (GRATE), OR APPROVED EQUAL.GRATE ELEV = 6308.8, INV IN/OUT = 6306.6INSTALL 2 LF 6" SDR-35 PVC@ 2.5% AND(1) 6" SDR-35 PVC GASKETED 45° ELBOWINV = 6306.54INSTALL 17.9 LF 12" SDR-35 PVC @ 0.9%INSTALL 191.8 LF 4" SDR-35 PVC @ 3.0%INSTALL 147.1 LF 12" SDR-35 PVC @ 0.9%SEE PLAN VIEW FOR CONTINUATION.INSTALL 125.1 LF12" SDR-35 PVC@ 0.5%INSTALL (1) 4'-DIAMETER CONCENTRIC MH.RIM ELEV. = 6309.0+ (ADJUST TO FS ELEV.)INV IN (N) = 6301.32, INV OUT (SW) = 6301.22.SEE DETAIL ON SHEET C-12.INSTALL (1) 4'-DIAMETER CONCENTRIC MANHOLE.RIM ELEV. = 6306.1+ (ADJUST TO FS ELEV.)INV IN (12" NE) = 6299.66, INV OUT (12" NW) = 6299.56SEE DETAIL ON SHEET C-12.INSTALL 93.5 LF 12" SDR-35 PVC @ 0.6% (SEE NOTE 1)6309.1 EC6309.33 BC6309.33 ECINSTALL 222.2 LF 18" HDPE @ 0.9% WITH 1 FOOTCOVER MINIMUM (1.5' PROVIDED AT DRIVEWAY);ADS N-12 SMOOTH-WALL HDPE, OR APPROVED EQUAL.INV IN (E) = 6307.00 (DAYLIGHT)INV OUT (W) = 6305.00 (DAYLIGHT)2.5%3.7%6.3%29' L x 6' W x 1.0' H GRASS BUFFERWITH 2:1 SIDE SLOPESBOTTOM ELEV. = 6303.5TOP OF SLOPE ELEV. = 6304.5PROJECT #IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THISDRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARETHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED ORREPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.7600 ORCHARD ROAD, SUITE 250-SGREENWOOD VILLAGE, CO 80111-2539303.796.6000 FAX: 720.501.6713www.imegcorp.com21002823.00 TASK 10INSTALL 6'W X 8'L (48 SF) OF 4" RIPRAP ON GRADE, 12" DEEP MIN.(SEE NOTE 1)INSTALL 89.7 LF 8" SDR-35 PVC @ 0.6% (SEE NOTE 1)INSTALL 3'W X 5'L (15 SF) OF 4" RIPRAP ON GRADE, 12" DEEP MIN.(SEE NOTE 1)INSTALL (1) 4'-DIAMETER STORMCEPTOR 450i MANHOLE.RIM ELEV. = 6305.9+ (ADJUST TO FS ELEV.)INV IN (4" NE) = 6300.81, INV IN (6"N) = 6300.80,INV OUT (8" NW) = 6300.56. SEE DETAIL ON SHEET C-12.INV (DAYLIGHT) = 6300.00INV (DAYLIGHT) = 6299.00INSTALL (1) 12"X12" CATCH BASIN W/ (1) OPEN SLIDE & (1) PLUGSLIDE & (1) D.I. GRATE. NDS PART #'s 1200NGBKIT (BASIN &OPEN SLIDE), 1208 (PLUG SLIDE), AND 1213 (GRATE), ORAPPROVED EQUAL. GRATE ELEV = 6308.3, INV OUT =6307.6+INSTALL (1) 4'-DIAMETER CONCENTRIC MHWITH SLOTTED GRATE COVER. RIM ELEV. = 6307.5,INV IN (N) = 6301.06, INV OUT (SW) = 6300.96.SEE DETAIL ON SHEET C-12.INSTALL (1) 4'-DIAMETER DRY WELL.RIM ELEV. = 6303.5+ (ADJUST TO FS ELEV.)INV IN (6" N) = 6298.00, TOP ROCK = 6297.50, BTM ROCK = 6292.50.SEE C-9 FOR CONNECTION AND DETAIL BY OTHERS ON C-11.INSTALL (1) 4'-DIAMETER DRY WELL.RIM ELEV. = 6301.0+ (ADJUST TO FS ELEV.)INV IN (6" N) = 6297.00, TOP ROCK = 6296.50, BTM ROCK = 6292.50.SEE C-9 FOR CONNECTION AND DETAIL BY OTHERS ON C-11.INSTALL 33.8 LF12" SDR-35 PVC@ 0.5%INSTALL (1) 4'-DIAMETER CONCENTRIC MANHOLE.RIM ELEV. = 6307.0+ (ADJUST TO FS ELEV.),INV IN (E) = 6302.05, INV OUT (S) = 6301.95.SEE DETAIL ON SHEET C-12.33334023711/03/2023 630963066307TOW: 108.5TOW: 111.83TOW: 117.25TOW: 110.5TOW: 110.5SLOPE TOPOF WALLTOC: 109.83TOC: 109.83+111.06308630963106306630463036317631863076305630463066303+111.5+114.5+117.5630863046298TOW: 102.33+101.83TOW: 102.3362976299630162996302TOC: 109.83+98.33630863056308+109.3956300630163026303630463036305 6302+101.83TOW: 109.83TOW: 109.83TOW: 111.33630363046 6316630863096308TOW: 108.83TOW: 105.83TOW: 110.83+108.56307+108.5+103TOW: 111.83+104.5+108.5TOW: 102.3363016302+112.56309TOW: 111.83TOW: 111.22+110.5No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC21002823.00-TASK 10SHEETS.dwg2023Field Book No:PH: 303.796.6000 www.imegcorp.com 7600 E Orchard Rd Suite 250-S Greenwood Village, CO 80111 THE LODGE AND ADU AT KOLORADO RIVER RANCH COLORADO RIVER RANCH, GYPSUM, CO MISCELLANEOUS DRAIN SYSTEMS PLAN21002823.00RAGRAG2/9/23C-9919Know what'sbelow.before you dig.CallRPROJECT #IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THISDRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARETHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED ORREPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.7600 ORCHARD ROAD, SUITE 250-SGREENWOOD VILLAGE, CO 80111-2539303.796.6000 FAX: 720.501.6713www.imegcorp.com21002823.00 TASK 10INSTALLATION SCHEDULENOTES:1)ALL AREA DRAINS NOTED HEREON SHALL BE 6" DIAMETERWITH GREEN ROUND GRATES IN LANDSCAPED AREAS ORBLACK ROUND GRATES IN ALL OTHER AREAS, AND WITHOUTLET CAPS AND RISERS AS NEEDED. NDS PART NUMBERS:101ATBLKIT (SPEE-D BASIN WITH 1 OUTLET & BLACK GRATE);101GRKIT (SPEE-D BASIN WITH 1 OUTLET & GREEN GRATE); 250(SPEE-D BASIN WITH 2 OUTLETS); 300 (SPEE-D BASIN WITH 3OUTLETS); 101R (SPEE-D BASIN RISER); OR APPROVEDEQUALS.2)SEE SHEET L2.12 IN SEPARATE PLANS BYCARPENTER STUDIO FOR INFORMATION ONTRENCH DRAINS (SLOT DRAIN DETAIL BYSLOTDRAIN SYSTEMS).4023711/03/2023 No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC21002823.00-TASK 10SHEETS.dwg2022Field Book No:PH: 303.796.6000 www.imegcorp.com 7600 E Orchard Rd Suite 250-S Greenwood Village, CO 80111 THE LODGE AND ADU AT KOLORADO RIVER RANCH COLORADO RIVER RANCH, GYPSUM, CO MIDWALL DRAIN SYSTEM PLAN21002823.00RAGTCG12/1/22C-101019Know what'sbelow.before you dig.CallRPROJECT #IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THISDRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARETHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED ORREPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.7600 ORCHARD ROAD, SUITE 250-SGREENWOOD VILLAGE, CO 80111-2539303.796.6000 FAX: 720.501.6713www.imegcorp.com21002823.00 TASK 10 No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC21002823.00-TASK 10SHEETS.dwg2022Field Book No:PH: 303.796.6000 www.imegcorp.com 7600 E Orchard Rd Suite 250-S Greenwood Village, CO 80111 THE LODGE AND ADU AT KOLORADO RIVER RANCH COLORADO RIVER RANCH, GYPSUM, CO DRAINAGE DETAILS - SHEET 121002823.00GDJTCG12/1/22C-111119MIDWALL DRAIN DETAILNTSSITE WALL DRAIN DETAILNTSNOTES:1)PROVIDE A MINIMUM OF 3" OF FILTER MATERIAL (CLASS B) ON ALLSIDES OF PIPE, SURROUND THE GRAVEL AND DRAIN PIPE WITHCLASS B GEOTEXTILE FABRIC FOR FULL LENGTH OF DRAINS, ANDPROTECT ENDS OF DRAINS FROM WATER AND SOIL INTRUSIONDURING CONSTRUCTION.2)ALL OPEN PIPE ENDS SHALL BE SCREENED WITH CLASS BGEOTEXTILE FABRIC BEFORE INSTALLING FILTER MATERIAL ANDADDITIONAL GEOTEXTILE FABRIC.3)ALL PERFORATED PIPE SHALL BE LAID FLAT (0% SLOPE) UNLESSOTHERWISE NOTED HEREIN.4)* ITEMS SHALL EXTEND FOR THE FULL LENGTH OF EACH WALL ORAS OTHERWISE SHOWN OR NOTED ON THE PLANS.PERFORATED DRAIN PIPE(SEE PLANS FOR DETAILS) WITHDRAINAGE SOCKDRAINAGE GEOTEXTILE FABRIC(CLASS B) *FILTER MATERIAL(CLASS B) *1'-0"1'-0"8" MAX.1'-2"73 4"1'-2"37 8"1"112"1112"37 8" 33 4"1"138"73 4"138"8" MAX CLASS I MATERIAL (#67 OR #78M WASHED STONE)COMPACTED TO A MINIMUM OF 95% OF THESTANDARD PROCTOR DRY DENSITY (ASTM D-698).SDR-35 PVC TEESDR-35 PVC DRAINAGE PIPE8" MAX. BLOCK (TYP.)FINISHED GRADENOTE:CUT TO HEIGHT FORSHORTER BLOCK ORTIMBERPLASTIC "MIDWALL DRAIN" BY WALL DRAIN PRO (COLORPER OWNER OR ARCHITECT), OR APPROVED EQUAL.TYP. WALLSECTIONWALL DRAINSIDE VIEWWALL DRAINEND VIEWTYP. WALLELEVATIONKnow what'sbelow.before you dig.CallRFINISHED GRADEPLASTIC "MIDWALL" DRAIN BY WALL DRAIN PRO (COLORPER OWNER OR ARCHITECT), OR APPROVED EQUAL.PROJECT #IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THISDRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARETHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED ORREPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.7600 ORCHARD ROAD, SUITE 250-SGREENWOOD VILLAGE, CO 80111-2539303.796.6000 FAX: 720.501.6713www.imegcorp.com21002823.00 TASK 10 No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC21002823.00-TASK 10SHEETS.dwg2022Field Book No:PH: 303.796.6000 www.imegcorp.com 7600 E Orchard Rd Suite 250-S Greenwood Village, CO 80111 THE LODGE AND ADU AT KOLORADO RIVER RANCH COLORADO RIVER RANCH, GYPSUM, CO DRAINAGE DETAILS - SHEET 221002823.00RAGRAG12/1/22C-121219Know what'sbelow.before you dig.CallR5" MIN.PRECAST CONC.8"SECTIONS WITH STEEL58" O.D.MIN.NOTES:1)SEE PLANS FOR ACTUAL POSITION OF INLET AND OUTLET PIPES.2)CONCRETE AND REINFORCEMENT SHALL CONFORM TO AASHTO M-199 (ASTM C-478).3)ALL REINFORCEMENT STEEL SHALL BE GRADE 60 AND EPOXY COATED. VERTICAL STEEL SHALL BEPLACED AT THE CENTERLINE OF THE WALL, AND ALL REINFORCEMENT SHALL HAVE 2 INCHESMINIMUM CLEARANCE UNLESS OTHERWISE NOTED.4)AN ANTI-FLOTATION BASE IS NOT INCLUDED BECAUSE THE GROUNDWATER ELEVATION IS ASSUMEDBELOW THE BOTTOM OF MANHOLE EXCAVATION. IF GROUNDWATER ENCOUNTERED DURINGCONSTRUCTION, CONTRACTOR SHALL CEASE WORK AND NOTIFY THE ENGINEER IMMEDIATELY.6)MANHOLE BASE SHALL BE PLACED ON EIGHT INCHES (8") OF CLASS I MATERIAL (#67 OR #78M WASHEDSTONE) COMPACTED TO MIN. OF 95% OF STANDARD PROCTOR DRY DENSITY (ASTM D-698), PLACEDON STABILIZED SUBGRADE, AND EXTENDING SIX INCHES (6") MIN. BEYOND BASE ON ALL SIDES.GROUT ALLINSIDEJOINTS &LIFT HOLES(TYP.)(TYP.)CEMENT GROUT (TYP.)SEE PLANS FOR TOTAL HEIGHT REINF. PER MANUFACTURERSEAL OUTSIDE JOINTSWITH GROUT (TYP.)STORM SEWER PIPE -SEE PLANS FOR DETAILS(TYP.)SET EACH RING IN FULLBED OF BITUMINOUSMASTIC (RAMNECK) ORPLASTIC SEALINGCOMPOUND IN GROUNDWATER AREAS, GROUTALL OUTSIDE JOINTS.PRECAST CONCENTRICCONE WITH STEELREINFORCEMENT PERMANUFACTURER.24" C.I. MANHOLE RING AND COVERWITH H-20 LOAD RATING ANDSET AT FINISHED GRADECONCRETE RISER SECTION(12" VERTICAL ADJUSTMENT MAX.)LOCATION STATION (CENTER OF MH)CL48" I.D.#4 BARS @ 12" O.C. E.W.2" CONC. COVER MIN.MANHOLE DETAIL - 4' DIA. CONCENTRICNTSTYPE C INLET BOXNTS8"8"MIN.6" (TYP.)5'-0"4" TYP.4'-0"PROP. PIPE(SEE PLANS)KEYED CONSTRUCTIONJOINT (TYP.)SECTION A-APLAN#4 BARS IN CENTEROF SLAB (TYP.)LOCATION STATION(CENTER OF GRATE)STEEL REINFORCEMENT:1.WALLS - #4 BARSAT 15" O.C. E.W.2.CIRCULAROPENINGS -DIAGONAL BARS3.ADDITIONAL ASNOTED HEREONAACONCRETE BASE -POURED IN PLACEOR PRECASTEDCLASS I MATERIAL (#67 OR#78M WASHED STONE)COMPACTED TO MIN. OF 95%OF STANDARD PROCTORDRY DENSITY (ASTM D-698)12"SUMPTYPE C GRATE (24" X 36"),NEENAH R-4840 ORAPPROVED EQUAL, ANDH-20 LOAD RATINGNOTES:1)SEE PLANS FOR ACTUAL POSITION OF PIPE(S).2)CONCRETE AND REINFORCEMENT SHALL CONFORM TOAASHTO M-199 (ASTM C-478).3)ALL REINFORCEMENT STEEL SHALL BE GRADE 60 ANDEPOXY COATED. VERTICAL STEEL SHALL BE PLACED AT THECENTERLINE OF THE WALL, AND ALL REINFORCEMENT SHALLHAVE 2 INCHES MINIMUM CLEARANCE UNLESS OTHERWISENOTED.4)ANTI-FLOTATION MEASURES ASSUMED NOT BE NECESSARY.IF GROUNDWATER ENCOUNTERED DURING CONSTRUCTION,CONTRACTOR SHALL CEASE WORK AND NOTIFY THEENGINEER IMMEDIATELY.FINISHED GRADE(TYP.)SEE PLANS FOR TOTAL HEIGHTSTEEL REINF. AS NOTED HEREON ANDPER MANUFACTURER'S RECOMMENDATIONS LOCATION STATION (CENTER OF INLET BOX)CL3" MIN. OR ASREQUIRED BYMFR. (TYP.)#4 BARS @ 12" O.C. E.W.2" CONC. COVER MIN.STABILIZED SUBGRADE4" MIN. (TYP.)4" MIN.PIPE BEDDING DETAILNTSCLBEDDING MATERIAL:4" MIN.PIPE SPRINGLINESTABILIZED SUBGRADEUNDISTURBED TRENCHWALL (TYP.)FINISHED SURFACE (TYP.)O.D. + 1' MIN. FOR 18" Ø & SMALLERTRENCH DEPTH VARIES (SEE PLANS)DRAINAGE PIPENOTES:1)CONTRACTOR SHALL EMPLOY STANDARD OSHA TRENCH SAFETY GUIDELINES DURING ALLTRENCHING AND OTHER DEEP EXCAVATION ACTIVITIES.2)CONTRACTOR SHALL USE A TRENCH BOX OR SUITABLE SHORING AND BRACING AS NEEDED TOENSURE SAFETY DURING ALL CONSTRUCTION ACTIVITIES.3)EMBEDMENT MATERIAL SHALL BE CLASS I (#67 OR #78M WASHED STONE) COMPACTED TO AMINIMUM OF 95% OF THE STANDARD PROCTOR DRY DENSITY (ASTM D-698).4)THIS DETAIL APPLIES ONLY TO TRENCH DEPTHS FOURTEEN FEET (14') OR SHALLOWER. IF ADEEPER TRENCH IS NECESSARY, CONTRACTOR SHALL CONSULT WITH ENGINEER BEFORE SUCHPIPE INSTALLATION.5)ALL PIPE SHALL BE INSTALLED PER ASTM D-2321 AND THE MANUFACTURER'S SPECIFICATIONSWITHOUT JOINT DEFLECTIONS AND SHALL BE WATERTIGHT THROUGHOUT.HAUNCHINGMATERIALINITIALBACKFILLMATERIALEMBEDMENT MATERIALSUITABLE BACKFILLMATERIAL COMPACTEDTO MIN. 90% OF STD.PROCTOR DRYDENSITY (ASTM D-698)TOP OF PIPETRENCH BTM.PROJECT #IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THISDRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARETHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED ORREPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.7600 ORCHARD ROAD, SUITE 250-SGREENWOOD VILLAGE, CO 80111-2539303.796.6000 FAX: 720.501.6713www.imegcorp.com21002823.00 TASK 10MANHOLE DETAIL - CONTECH STORMCEPTOR 450iNTS(3' MIN.)SOLIDS STORAGE SUMPINLET PIPE, OPTIONAL(IF PIPE IS REQUIRED,INVERT IS 3" HIGHERTHAN OUTLET INVERT)VARIES1'-3" MIN.12" ØREMOVABLEDROP TEECONTRACTOR TO GROUTTO FINISHED GRADEGRADE RINGS/RISERS(NOT PROVIDED BY CONTECH)STORMCEPTORINSERTPERMANENTPOOL ELEVATIONREMOVABLEDROP TEEHANDLE0.85'1'WEIR AA4" Ø OUTLETRISER4" Ø OILINSPECTION PIPE(CAP OPTIONAL)OUTLET PIPETOP SLAB ACCESS(SEE FRAME ANDCOVER DETAIL)48" I.D. MANHOLESTRUCTURE+/-90°MAXSECTION A-APLAN VIEW(TOP SLAB NOT SHOWN)FLOWFLOW 630963066307 TOW: 108.5TOW: 111.83TOW: 117.25TOW: 110.5TOW: 110.5SLOPE TOPOF WALLTOW: 110.5TOC: 109.83TOC: 109.83+111.0630963076305630463086309631063066304630363176318631963206321632163206322+110+113+116+10663076305630463066303+111.5+114.5+117.5630863046298630963106311631263136314TOW: 102.33+101.83TOW: 102.33629763056299630162996302TOC: 109.836304631963056306630763086309631063116312631363146315631663176318+98.3363086308630563086306+109.3956300630163026303630463036305 6302+101.83TOW: 109.83TOW: 109.83TOW: 111.336303630463116312631363146312631063086306630463026300629863106308630663046313631363116311631363136313631163026300629863106311631263136314631563166310631063086309631263126314631463146314631363126312631463146314+18+14.5+18.56309631063086309630863076310630663096308630763066310630963086307TOW: 108.83TOW: 105.83TOW: 110.83+108.56307+108.5+103TOW: 111.83+104.5+108.5+14.5+14.516+17.5+14.5+14+14+141718+18.56313+10.5+14.5+10.5TOW: 102.33631463156313630163026302+112.563096306630763056322632263226311631263136314631563166317631863196320632163216320631915+14.5+2063216320631963156323632463256326632763286329633063316332633363346335631663176318631963206321632263236324632563266327632863296330633163326333633463356320632163226323632463256326632763286329633063316332633363346335631863176316631563146313TOW: 111.83TOW: 111.22+110.56315+15No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC21002823.00-TASK 10SHEETS.dwg2023Field Book No:PH: 303.796.6000 www.imegcorp.com 7600 E Orchard Rd Suite 250-S Greenwood Village, CO 80111 THE LODGE AND ADU AT KOLORADO RIVER RANCH COLORADO RIVER RANCH, GYPSUM, CO OVERALL UTILITY PLAN21002823.00RAGRAG12/1/22C-131319Know what'sbelow.before you dig.CallRPROJECT #IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THISDRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARETHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED ORREPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.7600 ORCHARD ROAD, SUITE 250-SGREENWOOD VILLAGE, CO 80111-2539303.796.6000 FAX: 720.501.6713www.imegcorp.com21002823.00 TASK 104023711/03/2023 No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC21002823.00-TASK 10SHEETS.dwg2022Field Book No:PH: 303.796.6000 www.imegcorp.com 7600 E Orchard Rd Suite 250-S Greenwood Village, CO 80111 THE LODGE AND ADU AT KOLORADO RIVER RANCH COLORADO RIVER RANCH, GYPSUM, CO POND DRY HYDRANT PLAN21002823.00RAGTCG12/1/22C-141419Know what'sbelow.before you dig.CallRPROJECT #IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THISDRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARETHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED ORREPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.7600 ORCHARD ROAD, SUITE 250-SGREENWOOD VILLAGE, CO 80111-2539303.796.6000 FAX: 720.501.6713www.imegcorp.com21002823.00 TASK 10DETAIL - SIGNSCALE: NTSPDryFire HydrantFire DepartmentUse OnlyBDETAIL - DRY FIRE HYDRANTSCALE: NTSA No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC21002823.00-TASK 10SHEETS.dwg2022Field Book No:PH: 303.796.6000 www.imegcorp.com 7600 E Orchard Rd Suite 250-S Greenwood Village, CO 80111 THE LODGE AND ADU AT KOLORADO RIVER RANCH COLORADO RIVER RANCH, GYPSUM, CO WASTEWATER LIFT STATION PLAN & PROFILES21002823.00GDJRAG12/1/22C-151519NOTES:1.CONTRACTOR SHALL INSTALL LIFT STATION VENTILATION PIPING FROM EACH LIFT STATION THROUGH AN ADJACENT BUILDING TO A POINT ABOVE THE ROOF PEAK OF THATBUILDING, PER THE MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS AND THROUGH COORDINATION WITH THE PROJECT ARCHITECT AND ENGINEER IN ADVANCE OF THEWORK. SEE DETAIL ON SHEET C-16.2.EACH LIFT STATION CONTROL PANEL SHALL BE WALL-MOUNTED ON THE EAST SIDE OF THE PROPOSED GARAGE, ALONG WITH THE OWTS CONTROL PANEL. EACH CONTROLPANEL SHALL BE RECESSED IN THE WALL THROUGH COORDINATION WITH THE PROJECT ARCHITECT AND ENGINEER IN ADVANCE OF THE WORK, SUCH THAT EACH CONTROLPANEL CAN BE OPENED WITH PANEL COVER LOCKABLE IN AN OPEN POSITION (I.E. FULLY ACCESSIBLE FOR OPERATION & MAINTENANCE ACTIVITIES).3.ALL GRAVITY SERVICE LINES (INLET SIDE OF LIFT STATION) AND APPURTENANCES SHALL BE SCHEDULE 40 PVC; ALL FORCE MAINS (LIFT STATION DISCHARGE LINES), THE GRAVITYDISCHARGE LINE (OUTLET SIDE OF LIFT STATION, FROM FORCE MAIN MANIFOLD TO SEPTIC TANK), AND APPURTENANCES SHALL BE SCHEDULE 80 PVC; AND ALL SUCH MATERIALSSHALL BE SUITABLE FOR SEWAGE/WASTEWATER USE AND SOCKET WELDED.4.ALL GRAVITY LINES SHALL BE 4" DIAMETER AND ALL FORCE MAINS SHALL BE 1-1/4" DIAMETER WITH THREE FEET (3') MINIMUM PIPE COVER, UNLESS OTHERWISE SHOWN HEREIN.5.CONTRACTOR SHALL INSTALL EACH CLEANOUT AT THE MIDPOINT OF THE PIPE LENGTH SHOWN IN PLAN HEREON.6.IN THE PROFILES SHOWN ON THIS SHEET, ONLY THE LIFT STATION BASIN IS SHOWN (I.E., THE ANITI-FLOTATION BASE AND SUBSTRATE ARE NOT SHOWN).7.SEE SHEET C-16 FOR LIFT STATION DETAILS.8.THE ASSOCIATED OWTS IS AS DESIGNED BY KUMAR AND ASSOCIATES (KUMAR). SEE SEPARATE PLANS AND SPECIFICATIONS BY KUMAR FOR MORE INFORMATION.9.THE PROPOSED FIBER OPTIC, ELECTRICAL/POWER, AND NON-POTABLE WATER LINES (AND ANY OTHER PROP. UTILITY LINE IN THE VICINITY OF ANY LIFT STATION) SHALL BEROUTED ABOVE PROPOSED GRAVITY SERVICE LINES AND PRESSURE FORCE MAINS WITH MIN. 18" CLEARANCE.DETAIL - FORCE MAIN MANIFOLDSCALE: 1" = 5'APROFILE - LIFT STATION NO. 1 FORCE MAINSCALE: H: 1" = 20', V: 1" = 10'PROFILE - LIFT STATION NO. 2 FORCE MAINSCALE: H: 1" = 20', V: 1" = 10'PROFILE - LIFT STATION NO. 3 FORCE MAINSCALE: H: 1" = 20', V: 1" = 10'LIFT STATION PLANSCALE: AS NOTEDKnow what'sbelow.before you dig.CallRPROJECT #IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THISDRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARETHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED ORREPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.7600 ORCHARD ROAD, SUITE 250-SGREENWOOD VILLAGE, CO 80111-2539303.796.6000 FAX: 720.501.6713www.imegcorp.com21002823.00 TASK 10 No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC21002823.00-TASK 10SHEETS.dwg2022Field Book No:PH: 303.796.6000 www.imegcorp.com 7600 E Orchard Rd Suite 250-S Greenwood Village, CO 80111 THE LODGE AND ADU AT KOLORADO RIVER RANCH COLORADO RIVER RANCH, GYPSUM, CO UTILITY DETAILS21002823.00RAGRAG12/1/22C-161619Know what'sbelow.before you dig.CallRGRINDER PUMP BY MYERS, OR APPROVED EQUAL (TYP. OF 2)MODEL NO. PFSWG200, 2 HP, 230V, 60HZ, 30' LEAD, LEG KIT INCLUDED(2) 3/4" CONDUITS TOCONTROL PANEL (SEE NOTE 7)SANITARY TEESANITARY SERVICEFIELD CUT 4" PIPE TO FITINLET 90° ELBOWREINFORCED CONCRETE ANTI-FLOTATION BASEMECHANICAL FLOATFIELD CUT 4" PIPE TO FITFLOAT ASSEMBLYLEVEL CONTROLTRUE UNION FLEXIBLE HOSE, 1-1/4"Ø, 9" LENGTH MIN.DISCHARGE ASSEMBLYANTI-FLOTATION FLANGE (TYP. AROUND ENTIRE CIRCUMFERENCE)MODEL NO. DA200-BCUB-S80MODEL NO. FBL36G-GREENSTAINLESS STEEL BOLTS (SEE NOTE 2)FIBERGLASS GASKETED LID WITHEFFLUENT DISCHARGE (1-1/4" SCH. 80 PVC) TO FORCE MAIN MANIFOLDMODEL NO. SBCS075CONDUIT SEALWITH CORD GRIPS (SEE NOTE 8)MODEL NO. SB2 AND SB4 (1 EACH)(2) INTERNAL PVC SPLICE BOXESLINE FROM BUILDINGWEATHERPROOF, WALL-MOUNTED AS SHOWN ON PLANSCONTROL PANELWASTEWATER LIFT STATION DETAILNTSNOTES:1.DUPLEX PACKAGED LIFT STATION SHALL BE PROVIDED BY CONTRACTOR, AS MANUFACTURED BY ORENCO COMPOSITES, OR APPROVED EQUAL, WHICHSHALL ALSO INCLUDE ONE (1) 34" 304 STAINLESS STEEL GUIDERAIL PER PUMP, UPPER GUIDERAIL BRACKETS, AND BASE ELBOWS (NOT SHOWN HEREON).2.TOP OF LIFT STATION LID SHALL BE SET ONE INCH (1") MINIMUM ABOVE FINISHED GRADE.3.CONCRETE ANTI-FLOTATION BASE SHALL BE PLACED ON EIGHT INCHES (8") OF ROAD BASE MATERIAL COMPACTED TO MIN. 95% OF STANDARD PROCTORDRY DENSITY (ASTM D-698), PLACED ON STABILIZED SUBGRADE, EXTENDED SIX INCHES (6") MIN. BEYOND BASIN ON ALL SIDES, WITH EMBEDDED FLANGE.4.CONCRETE AND REINFORCEMENT SHALL CONFORM TO AASHTO M-199 (ASTM C-478).5.ALL REINFORCEMENT STEEL SHALL BE GRADE 60.6.ALL GRAVITY INLET-SIDE PIPING SHALL BE SCHEDULE 40 PVC, WITH SIZES AS SHOWN HEREIN THESE PLANS.7.MATERIALS FOR AND INSTALLATION OF THE CONDUITS BETWEEN THE LIFT STATION AND THE CONTROL PANEL SHALL BE IN ACCORDANCE WITH THEGOVERNING JURISDICTION.8.TWO (2) EXTERNAL SPLICE BOXES (MODEL NO. SBEX1-4 FROM ORENCO, OR APPROVED EQUAL) MAY BE SUBSTITUTED AS DEPECTED HEREON.9.CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIALS, LABOR & APPURTENANT WORK TO PROVIDE FULLY OPERABLE INSTALLATIONS TO THEENGINEER'S AND OWNER'S SATISFACTION AND PER THE MANUFACTURER'S SPECIFICATIONS.24" MIN. PUMPSUBMERGENCE 12"MODEL NO. MF4J-30(TYP. OF 4)2"2"2"ALL PUMPS OFFLEAD PUMP ON (PUMP 1)LAG PUMP ON (PUMP 2)HIGH WATER ALARM6" MIN. (TYP.)12" MIN.LIFT STATION SCHEDULELIFT STATION NO.123BUILDING(S) SERVEDMASTER WINGLODGEADU & TUNNELADJACENT FINISHED GRADE - "A"6307.6+6309.4+6309.75+SAN. SERVICE LINE INVERT ELEV. @ SANITARY TEE - "B"6295.976293.256293.47INTERIOR HEIGHT - "C"15.21'19.73'19.86'INTERIOR WET WELL / BASIN BOTTOM ELEVATION - "D"6292.476289.756289.97BOTTOM ELEV. OF CONC. ANTI-FLOTATION BASE - "E"6291.806289.086289.3036" ØMIN. 4,000 PSI 7-DAY COMPRESSIVE STRENGTHSTABILIZED SUBGRADECOMPACTED ROAD BASE (SEE NOTES 4, 5 & 6)#4 BARS @ 9" O.C. E.W. CENTERED IN BASE, 3" CONC. COVER MIN. PANEL TOP SHALL BE 5'-0" ABOVE FINISHED GRADE"A""B""C"8" MIN.TWO-WAY CLEANOUT DETAILNTSSEE NOTE 1 ON SHEET C-15 AND DETAIL THIS SHEET FOR MORE INFORMATION.SHALLOW-BURIED VENTILATION PIPE TO ADJACENT BUILDING, 2" SCH. 40 PVC .4" SCH. 40 PVC4" SCH. 40 PVC (TYP.)4" SCH. 40 PVC TWO-WAY CLEANOUTVARIES (SEE PLANS)4" PVC CLEANOUTADAPTER HUB16"x16"x6"THICK SQUARECONC. COLLAR WITH WELDEDWIRE FABRIC CONTINUOUS,2" CONC. COVER MIN.4" PVC CLEANOUTTHREADED PLUG(RECESSED WITHINVERTED KEY PLUG)STABILIZED SUBGRADE (TYP.)"D""E"LIFT STATION VENTILATION PIPE DETAILNTSNOTE: CONTRACTOR MAY SUBSTITUTE SCH. 80 PVC FOR THE GRAVITY SERVICE LINES TO EACH LIFT STATION.3" (TYP.)18" MIN.ROOF PEAKVENTILATION PIPE FROM LIFT STATION, 2" SCH. 40 PVC(SEE NOTE 3)2" SCH. 40 PVC 90° BEND (TYP. OF 2)BLACK EPDM ROUND BASE PIPE BOOT WITH ALUMINUMBASE AND GALVANIZED METAL FASTENERS12" M IN . (SEE NOTE 1 )NOTES:1)LOCATION OF ROOF PENETRATION SHALL BE DETERMINED BY THE ARCHITECT AND CONTRACTOR WHO MAY ALSO INSTALL THE VENTILATION PIPETHROUGH A DIFFERENT ROUTE AND/OR METHOD.2)OPEN BOTTOM END OF 90° BEND SHALL BE 6" MIN. ABOVE ROOF PEAK.3)ROUTE OF VENTILATION PIPE SHALL BE DETERMINED BY THE ARCHITECT AND CONTRACTOR IN CONSULTATION WITH THE DESIGN ENGINEER FOR EACHLIFT STATION. THE PIPE ROUTE MAY BE MODIFIED AFTER CONSULTATION, SUCH AS PARALLEL TO A CHIMNEY AND THROUGH THE CORRESPONDINGCHIMNEY CAP USING MATERIALS SUITABLE FOR A HIGHER TEMPERATURE ENVIRONMENT.SEE NOTE 2SEE NOTE 11"3"EXTERNAL SPLICE BOX OPTION5"LIFT STATION LIDEXTERNAL SPLICEBOX (TYP.)6" MIN. (TYP.)PROJECT #IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THISDRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARETHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED ORREPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.7600 ORCHARD ROAD, SUITE 250-SGREENWOOD VILLAGE, CO 80111-2539303.796.6000 FAX: 720.501.6713www.imegcorp.com21002823.00 TASK 10 Know what'sbelow.before you dig.CallREROSION AND SEDIMENT CONTROL NOTES1)THE PROPOSED EROSION AND SEDIMENT CONTROL (ESC) BEST MANAGEMENTPRACTICES (BMPs) DEPICTED HEREON ARE FOR TWO (2) PHASES OF THE PROPOSEDPROJECT AS DELINEATED HEREON.2)PROPOSED CONTOUR INTERVAL: ONE FOOT (1').3)PROPOSED IMPROVEMENTS ARE NOT WITHIN A FEMA 100-YEAR FLOODPLAIN.4)PRIOR TO BEGINNING ANY EARTHWORK, CONTRACTOR SHALL INSTALL GREEN PLASTICFENCE ALONG THE LIMITS OF CONSTRUCTION (LOC), SILT FENCE AS INDICATED ONTHE ESC PLAN, AND OTHER BMPs THAT MAY BE DEEMED NECESSARY. ALSO, INSTALLADDITIONAL SILT FENCE DURING CONSTRUCTION AS NOTED HEREON.5)ALL STRUCTURAL BMPs ASSOCIATED WITH THE EARTHWORK FOR THIS PROJECT MUSTBE MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES AND ARE SUBJECTTO INSPECTION AND ENFORCEMENT UNDER CORRESPONDING EAGLE COUNTY, STATEAND/OR FEDERAL PERMIT(S).6)ALL DISTURBED SURFACES NOT REQUIRING SURFACING (PAVEMENT, GRAVEL, ETC.)SHALL BE SEEDED AND MULCHED (OR SODDED) IMMEDIATELY AFTER FINAL GRADING.ALL SEEDED (OR SODDED) AREAS SHALL BE MAINTAINED PER DETAILS HEREIN.7)FOR ALL SOIL OR SPOILS STOCKPILED AND STORED ON-SITE, CONTRACTOR SHALLINSTALL ADDITIONAL SILT FENCE AROUND THE DOWN-GRADIENT SIDE OF STOCKPILEDMATERIAL AS NEEDED TO CONTROL SEDIMENT-LADEN RUNOFF AND SHALL COVERSTOCKPILES AS NEEDED TO CONTROL WIND-BASED SEDIMENT TRANSPORT.EROSION AND SEDIMENT CONTROL BMP LEGENDPROP. STAGING AREA #1PROP. VEHICLE ENTRANCE #1INSTALL 940 LF SILTFENCE BEFORE ANYEARTHWORK BEGINSEX. RAILROAD EASEMENT LINESPROP. STOCKPILE/STORAGE AREA #1EX. WEST RAILROAD ROW LINENORTH ENDOF SILTFENCE5'10' 5' (TYP . )COLORADO RIVERCOLORADO RIVER75' SETBACK FROM RIVER 75' S E T B A C K F R O M R I V E R SOUTH END OFSILT FENCEPROP. STAGING AREA #2PROP. VEHICLE ENTRANCE #2EX. UNPAVED ROADEX. UNPAVED ROADEX. CONTOURS (TYP.)EX. CONTOURS (TYP.)PROP. CONTOURS (TYP.)PROP. CONTOURS (TYP.)HIGH POINTLOWPOINTINSTALL 34 LF SILTFENCE BEFOREWATER FEATUREWORK BEGINSINSTALL 36 LF SILTFENCE BEFOREWATER FEATUREWORK BEGINSINSTALL 4,496 SY SEED/MULCH(OR SOD) AFTER FINAL GRADINGINSTALL 1,324 SY SEED/MULCH(OR SOD) AFTER FINAL GRADINGINSTALL 6,515 SY SEED/MULCH(OR SOD) AFTER FINAL GRADINGPROP. ADUPROP. LODGEEX. 100-YEARFLOODPLAIN(BY OTHERS)PROP. 100-YEARFLOODPLAIN(BY OTHERS)PROP. ON-SITE WASTEWATERTREATMENT SYSTEM (BY OTHERS)5' (TYP.) 10' No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC21002823.00-TASK 10 SHEETS -C-17 to C-19.dwg2023Field Book No:PH: 303.796.6000 www.imegcorp.com 7600 E Orchard Rd Suite 250-S Greenwood Village, CO 80111####THE LODGE AND ADU AT KOLORADO RIVER RANCH COLORADO RIVER RANCH, GYPSUM, CO C-17 ESC PLAN - S (LODGE & ADU - PH 1)21002823.00RAGRAG12/1/22C-171719PROJECT #IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THISDRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARETHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED ORREPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.7600 ORCHARD ROAD, SUITE 250-SGREENWOOD VILLAGE, CO 80111-2539303.796.6000 FAX: 720.501.6713www.imegcorp.com21002823.00 TASK 104023711/03/2023 Know what'sbelow.before you dig.CallREROSION AND SEDIMENT CONTROL BMP LEGENDPROP. STAGING AREA #3PROP. VEHICLE ENTRANCE #3INSTALL 945 LF SILTFENCE BEFORE ANYEARTHWORK BEGINSEX. RAILROADEASEMENT LINESPROP. STOCKPILE/STORAGE AREA #2EX. WEST RAILROAD ROW LINENORTH ENDOF SILTFENCE10' (TYP.)COLORADO RIVERSOUTH END OFSILT FENCEEX. UNPAVED ROADEX. CONTOURS (TYP.)PROP. CONTOURS (TYP.)HIGH POINTLOW POINTINSTALL 15,784 SY SEED/MULCH(OR SOD) AFTER FINAL GRADINGFUTURE POND (BY OTHERS)EX. 100-YEARFLOODPLAIN(BY OTHERS)PROP. ON-SITE WASTEWATERTREATMENT SYSTEM (BY OTHERS)5' (TYP.)EX. UNPAVED ROAD75' SETBACK FROM RIVER75' SETBAC K F R O M R I V E R 75' SET B A C K F R O M R I V E R FUTURE POND EMERGENCYOVERFLOW CHANNEL(BY OTHERS)No. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC21002823.00-TASK 10 SHEETS -C-17 to C-19.dwg2022Field Book No:PH: 303.796.6000 www.imegcorp.com 7600 E Orchard Rd Suite 250-S Greenwood Village, CO 80111####THE LODGE AND ADU AT KOLORADO RIVER RANCH COLORADO RIVER RANCH, GYPSUM, CO C-18 ESC PLAN (POND - PH 2)21002823.00RAGRAG12/1/22C-181819EROSION AND SEDIMENT CONTROL NOTES1)THE PROPOSED EROSION AND SEDIMENT CONTROL (ESC) BEST MANAGEMENTPRACTICES (BMPs) DEPICTED HEREON ARE FOR TWO (2) PHASES OF THE PROPOSEDPROJECT AS DELINEATED HEREON.2)PROPOSED CONTOUR INTERVAL: ONE FOOT (1').3)PROPOSED IMPROVEMENTS ARE NOT WITHIN A FEMA 100-YEAR FLOODPLAIN.4)PRIOR TO BEGINNING ANY EARTHWORK, CONTRACTOR SHALL INSTALL GREEN PLASTICFENCE ALONG THE LIMITS OF CONSTRUCTION (LOC), SILT FENCE AS INDICATED ONTHE ESC PLAN, AND OTHER BMPs THAT MAY BE DEEMED NECESSARY. ALSO, INSTALLADDITIONAL SILT FENCE DURING CONSTRUCTION AS NOTED HEREON.5)ALL STRUCTURAL BMPs ASSOCIATED WITH THE EARTHWORK FOR THIS PROJECT MUSTBE MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES AND ARE SUBJECTTO INSPECTION AND ENFORCEMENT UNDER CORRESPONDING EAGLE COUNTY, STATEAND/OR FEDERAL PERMIT(S).6)ALL DISTURBED SURFACES NOT REQUIRING SURFACING (PAVEMENT, GRAVEL, ETC.)SHALL BE SEEDED AND MULCHED (OR SODDED) IMMEDIATELY AFTER FINAL GRADING.ALL SEEDED (OR SODDED) AREAS SHALL BE MAINTAINED PER DETAILS HEREIN.7)FOR ALL SOIL OR SPOILS STOCKPILED AND STORED ON-SITE, CONTRACTOR SHALLINSTALL ADDITIONAL SILT FENCE AROUND THE DOWN-GRADIENT SIDE OF STOCKPILEDMATERIAL AS NEEDED TO CONTROL SEDIMENT-LADEN RUNOFF AND SHALL COVERSTOCKPILES AS NEEDED TO CONTROL WIND-BASED SEDIMENT TRANSPORT.PROJECT #IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THISDRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARETHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED ORREPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.7600 ORCHARD ROAD, SUITE 250-SGREENWOOD VILLAGE, CO 80111-2539303.796.6000 FAX: 720.501.6713www.imegcorp.com21002823.00 TASK 10 Know what'sbelow.before you dig.CallRNo. REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC21002823.00-TASK 10 SHEETS -C-17 to C-19.dwg2022Field Book No:PH: 303.796.6000 www.imegcorp.com 7600 E Orchard Rd Suite 250-S Greenwood Village, CO 80111####THE LODGE AND ADU AT KOLORADO RIVER RANCH COLORADO RIVER RANCH, GYPSUM, CO C-19 ESC DETAILS (24X36)21002823.00RAGRAG12/1/22C-191919PROJECT #IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THISDRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARETHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED ORREPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.7600 ORCHARD ROAD, SUITE 250-SGREENWOOD VILLAGE, CO 80111-2539303.796.6000 FAX: 720.501.6713www.imegcorp.com21002823.00 TASK 10 WWW.FEMYERS.COM MYERS® MG200 SERIES2 HP GRindER PuMPS FOR RESidEntial and PRESSuRE SEWER aPPliCatiOnS 2 GRINDER PUMPS MYERS® MG200 SERIESGrinder Pumps Construction Materials Motor Housing, Seal Housing, Volute Case cast iron, Class 30, ASTM A48 Power Cord SJOOW Mechanical Seals: Standard Optional carbon and ceramic tungsten carbide Pump, Motor Shaft 416 SST Fasteners 300 Series SST Shredding Ring, Grinding Impeller 440 SST, 58-60 Rockwell Recessed Impeller eng. thermoplastic (MG/MGF) ductile iron (MGH) Product Capabilities Capacities To 70 gpm 260 lpm Heads To 138 ft.42 m Liquids Handling domestic raw sewage Intermittent Liquid Temp.up to 140˚F up to 60˚C Winding Insulation Temp. (Class F)311˚F 155˚C Motor Electrical Data 3450 RPM, 2 HP 230 volts, 15.0 amps 1 phase, 60 Hz Capacitor Start/Run Std. Third Party Approvals CSA, UL Acceptable pH Range 6 – 9 Specific Gravity .9 – 1.1 Viscosity 28 – 35 SSU Discharge, NPT 1-1/4 in.31.75 mm Min. Sump Diameter Simplex Duplex 24 in. 36 in. 61.0 cm 91.4 cm Years of Trouble-Free Service The MG200 Series are 2 HP submersible grinder pumps designed to be rugged and economical for residential and pressure sewage applications. Long discharge runs or high static heads are not a problem. The MG200 Series feature a patented cutter mechanism and recessed impeller design to effectively macerate typical domestic sewage solids into a fine slurry. Myers offers a complete turnkey system for simple selection and installation. No complicated control panel is required. For years of trouble-free service go with the leader in grinder pump technology. Contact your local Myers representative or the Myers Ohio sales office at 419-289-1144. Note: Consult factory for applications outside these recommendations. 3WWW.FEMYERS.COM GRINDER PUMPS Pump Features and ApplicationsMYERS® MG200 SERIESGrinder Pumps a. Powerful Motor 2 HP, 3450 RPM, 230V, 1 phase. High torque oil-filled motor conducts heat and lubricates bearings. B. Cable Entry System Provides double seal protection. Cable jacket sealed by compression fitting. Individual wires sealed by potting epoxy. Power cord can be replaced without disturbing motor. C. Overload-Heat Sensor Protects motor from burnout due to excessive heat from any overload condition. Automatically resets when motor has cooled. d. Shaft Seal Single carbon and ceramic faced seal. Oil lubricated. E. Volute Case Cast iron, 11⁄4" vertical, flanged discharge. F. Impeller Engineered thermoplastic recessed impeller handles ground slurry without clogging or binding. Provides unobstructed flow passage. Reduces radial loads. Pump-out vanes help keep trash from seal, reduces pressure at seal face. G. Grinder Assembly Grinder impeller and shredding ring are replaceable without dismantling pump. Constructed of 440 SST hardened to 56-60 Rockwell. H. Shaft and Fasteners The shaft and all fasteners are made from corrosion resistant stainless steel. a B C C d d EF GH Ideal for Use in Pressure Sewer Systems. • Choice of standard, high head or high flow designs. • Recessed impeller provides steep non- overloading operating curve. Durable Motor Will Deliver Many Years of Reliable Service. • Oil-filled motor for maximum heat dissipation and constant bearing lubrication. • Recessed impeller reduces radial bearing loads, increases bearing life. • High torque capacitor starts single phase motor for assured starting under heavy load. No external capacitor needed. • Heavy duty, 2 HP listed, wide angle float switch. • On-winding current and temperature sensitive overload. The MG200 Series Is Designed for Easy Maintenance. • Shredding ring and grinder impeller are replaceable without dismantling pump or motor. 740 EAST 9TH STREET, 269 TRILLIUM DRIVE, KITCHENER, ASHLAND, OHIO 44805 ONTARIO, CANADA N2G 4W5 WWW.FEMYERS.COM WWW.FEMYERS.COM Because we are continuously improving our products and services, Pentair reserves the right to change specifications without prior notice. K3789 9/19/13 © 2013 Pentair Ltd. All Rights Reserved. Available Models Motor Electrical Data Standard HP Volts Phase Start Amps Full Load Amps Full Load kW Start kW Full Load KVA NEC Code Letter Service Factor MG200-21 2 230 1 57 15.0 3.2 11.7 3.5 H 1.25 MG200-21P 2 230 1 57 15.0 3.2 11.7 3.5 H 1.25 MG200F-21 2 230 1 57 15.0 3.2 11.7 3.5 H 1.25 MG200F-21P 2 230 1 57 15.0 3.2 11.7 3.5 H 1.25 MGH200-21 2 230 1 57 15.0 3.2 11.7 3.5 H 1.25 MGH200-21P 2 230 1 57 15.0 3.2 11.7 3.5 H 1.25 Performance Data and Dimensions 3450 RPM Capacity Liters Per Minute Total Head in MetersCapacity Gallons Per MinuteTotal Head in Feet140 120 100 80 60 40 20 0 50 100 150 200 250 300 10 20 30 40 50 60 70 80 5 10 15 20 25 30 35 40 45 MGH200 MG200F MG200 For use in factory designed pressure sewer systems. [Dimensions in mm] 10-15/16" (277) 2-1/16" (52) 11-5/32" (283) 9-5/8" (245) 17-1/8" (434)1-1/4" NPT Optional Legs 4-5/8" (118) 3-3/8"* (86) 4-15/16" (126) *Leg kit required when not using guide rail liftout system.