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HomeMy WebLinkAboutApplication-PermitGarfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. ��e.�aR„a7.3v� 6aaU Job Address 973 i Ca`�” c Nature of Work Building Permit ./77—/5-./&) o Use of Building Owner C Contractor Amount of Permit —71 4D ,4D, Date f D- 1 I - c)S" Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8". Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-6003 Job Address: ,� I , (; Idc, Parcel/Schedule No: o ( i'1 15 (-06 l Lot Na: Block No: Subd. / Exefnption: Owner: f Ti1OIF RiFI-e Address A6 ZoL rrfLiE Ca. . Address: 423 1.6 R1F14.,_fe• ♦AO Ault:, }}t„) 2I651) 4+ k Sk lOb _ Ph: (02C- &IS Wk Ph: Wk Contractor: '-3—dI Ksew CONST%tT+o Is Ply: 97d•6AC- 22S I Ph: .001 Lic. No, Lic. No. Architect/Engineer: ri^ ENCrINkERS Address: i { g 0 WS CO. 'Ala( Sq. Ft. of Building: `U Sq. Ft. of Lo ez-ous Height: a / (~O! No. of Floors Use of Building: (4. u) W KrER �-•q ) ?U+w�f 1!i'T IN J rJh fV�. •Lt^. ca�� A Describe Work: Neu) �+ w R Class of Work: New ❑ Alteration o Remove Addition C1 Move 9 10 Garage: R Single 0 Double Carport: �r 0 Single Ivir iJ Doublej a Driveway Permit 0 w -Sit SDisposal Site Plan AreV ibtl s) tf .. Iv -4e / Valuation of Work: $ Adjusted Valuations: S 2 .51-5 ® ... i Special Conditons: "his C„,Sf,,,,okr.Or y3sk?t ��P ,40,, 9 ikr s,,t61, 4-))V *L1�.t-� tt-:(,n ,4 {,1A-st< Ma�.f�{:N11r -rAi i. i,!:„.A.,/ +J.{{ 1f.4C u.s.4 Q,,, `Pro., i $ .4),,,n, f 7..} 1,etwet5 "'IPS., ,..4`le,i 'Piet o 1 MUST BE CONSTRUCTION OR, IF FOR A COMMENCED. THIS CORRECT. ALL WILL 13E OR NOT. THE GIVE AUTHORITY STATE OR PERFORMANCE 043j.j5 b. +1tw Poo Wc4'4,,," Sohrc,4 (yo.. ),a.:fie;n .4 .ii, i-kt -Pr., ' L., QD1fs,.No R'; 4 t '� lwf l ky4STT Plan heckFee: 43/.65- 65- p•, -'}-Le C;4i ef PI.et8 of ,...o.f/ ii.,, toti of iJcl * �IV'r l'L, I d,,anA( i"klt• I+11. e..4 YiV-0�.1 • Permit Fee: 2 tf}o. 7 A SEPARATE ISSUED THIS AUTHORIZED CONSTRUCTION PERIOD I HEREBY APPLICATION PROVISIONS COMPLETED GRANTING TO VIO L O� O' � ,i14� tri" NOTICE ELECTRICAL PERMIT IS REQUIRED AND BY THE STATE OF COLORADO. PERMIT BECOMES NULL AND VOID IF WORK OR IS NOT COMMENCED WITHLN 180 DAYS, AT A ISY IMESUSPENDEDAFTR OR IS ABANDONED OF 180 DAYS AT ANY TIME AFTER WORK IS CERTIFY THAT 1 HAVE READ AND EXAMINED AND KNOW THE SAME TO BE TRUE AND OF LAWS GOVERNING THIS TYPE QF WORK WITHIN WHETHER SPECIFIED HEREIN OF A PERMIT DOES NOT PRESUME TO : TE OR CANCE THE PROVISIONS OF ANY OTHER I REGULATI '- CONSTRUCTION OR THE • rr RUCTIO> . �, Total Fee: 2 , 22 Dated Permit Issued: � Q OC Group: Const. Type: Zoning: Setbacks: Manu. Home: ISDS No. & Fee: •WNE/r• 0'TE t,A f a i B "•E•;. PLNG. DEFT. APP ,.+ -. /DATE APPROVAL/DATE AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF TIIIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT FREVENT T'HE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIAI3LITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVII AND TN SUPPQ.RT OF THE OWNERS LNTCREST. Garfom.00$ �r 3 I HEREBY ACK-141 EDGE THAT l HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): OCT 1 3 2005 (../UNTY boiLui NG at PLANNING PLAN REVIEW CHECKLIST r Applicant �` Date /"C'63- Building Engineered Foundation ]/P etaDriveway Permit -Surveyed Site Plan /c/, i4Septic Permit and Setbacks Grade/Topography 30% 0,ALLAI. 1-P ist �Planning/Zoning d� Property Line Setbacks Oft Stream Setbacks 1Klood Plain 4/gilding Height 4-17ning Sign -off 4'6;1 Impact Fees C/DRC Approval rade/Topography 40% '<I -I ing Issues Subdivision Plat Notes Minimum Application Questionnaire thubdivision Plat Notes /\ MFire Department Review Valuation Determination/Fees Red Line Plans/Stamps/Sticker Attach Conditions L --Application Signed tan Reviewer To Sign Application Parcel/Schedule No. Wt. 740# Snowload Letter- Manf. Hms. _ /Vr4 Soils Report GENERAL NOThS: 648 //q GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IBC, IPC, IMC and IFGC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes41_ 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional sta on the design. Yes No Not necessary for this project 3. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only" "Approval drawings only", "For permit issuance only" or similar language? Yes No Not necessary for this project 2 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes No Not necessary for this project 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes V 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered desig ? Yes No Not necessary for this project 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes No Not necessary for this project 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No Not necessary for project 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes No Not necessary for this project 10. Do the plans include design loads as required under the IBC or IRC for roof snow ads, (a minimum of 40 pounds per square foot in Garfield County)? Yes No Not necessary for this project 11. Do the lans include design loads as required for floor loads under the IBC or IRC? Yes No Not necessary for this project 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof c nstruction? Yes No Not necessary for this project 13. Is th wind speed and exposure design included in the plan? Yes No Not necessary for this project 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceili g oasts, roof rafters or joists or trusses? Yes No Not necessary for this project 3 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes No Not necessary for this project 16, Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the to f a flat roof? (Check applicable zone district for building height maximum) YesNo Not necessary for this project 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase 11 certifications or Phase 11 EPA certification? Yes No Not necessary for this project 18, Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or 1RC? Yes No Not necessary for this project 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requi ernents of the IBC or IRC? Yes No Not necessary for this project 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No Not necessary for this project 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? \� Yes No Not necessary for this project 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes No Not necessary for this project 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes) No Not necessary for this project 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes No Not necessary for this project )c 4 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No Not necessary for this project 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes No Not necessary for this project 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project 28. Have two (2) complete sets of construction drawings been submitted with the appli at'on? Yes No 29. Have you designed or had this plan designed while considering building and other const tion code requirements? YesNo Not necessary for this project 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes No 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zonin Resolution for setbacks. Yes No 32. Do you understand that approval for design and/or construction changes are required rio t the implementation of these changes? Yes No 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your buil permit? Yes No 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? 5 XYes No 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Codes? Yes Y No 36. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30 a.m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. \( 37. Are you aware that requesting inspections on work that is not ready or not accessible will r suit in a $50.00 re -inspection fee? Yes No 38. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Depart e t at 625-8601. Yes No 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be req red at time of inspection. Yes No 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule Number for the lot you are applying for this permit on prior to submitt of the building permit application? Your attention in this is appreciated. Yes No 41. Do you know that the local fire istrict may require you to submit plans for their review of fire safety issues? Yes No (Please check with the building department about this requirement) 6 42. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading pit? Yes Y hereby acknowledge that I have read, understand, and answered these questions to est of my a t ility. Signature Phone: ' ?0,9q5--)601( (days); Project Name: q 74- 7(6---/x ei Project Address: X27 34/ 6 14 ;c Lay 4 4- 2.y Note: Date (evenings) tj PIA -10 46 If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm Feb2005 7 COLORADO STATE ELECTRICAL BOARD 1580 Logan Street, Suite 550 Denver, CO 80203-1941 Inspection Report PERMIT #: Permit Holder: Site Owner: Status : Date Inspected: 08/27/2007 578201 COLORADO COMMERCIAL SERVICE, INC. 3892 HWY 82 UNIT B1 GLENWOOD SPRINGS 81601 Phone: (970) 928-9800 Fax: (970) 928-8963 Email: jmaness@sopris.net 27346 Hwy 6& 24 Rifle, Garfield County, 81650 City of Rifle Phone: Accepted Inspection type: Final NEW COMMERCIAL Partial Inspection:N Trim Permit:N Inspector: Cliff Owens (970) 248-7044 Corrections: Comments: logged 5/13/2009CAO 5/14/2009 Page 1 • SCHMESER 1 GOR;DON i E N' G I� N Ei E R S '.� S lJ R M EyE v E Y 0 R S November 2.1.,2005 Garfield County Building Department Garfield ..Co:unty..G.overnment 108 8th Street Glenwood Springs, Colorado 81.601 GLENWOOD SPRING'S 18.W 6TH SGITK..2p0 _.......... GLENWOOD SPRINGS, CO 5160 I 970-945. 1004 Ek: 970,945-5948 ASPEN P.Q.. BOX 2 155 ASPEN, CO 81 61 2 070-925.6727 NOV 2005 BUiLLNN CRESTED BUTTE P.O. BOX 3086 cPBBTEW BUTTE, Co 81 224 970-349.5355 , jaC.97Q-340-5358 Subject Building Permit Application - Rifle Raw Water Line and New Pump Station To Whom it Concerns, " T have enclosed additional information to attach to our previously submitted building application. This information includes the completed County "Minimum Application Requirements ..." form and the legal description of the property. As discussed previously, because this is a City of Rifle owned project and building, we are requesting the approval for the City's building department to provide the on site inspection. If you have any questions, please contact me at 945-1004. Sincerely, Blaine Wright, SGM Cc: Jeff Simonson EXHIBIT "A" LEGAL DESCRIPTION A tract of land situate in Lots 1 and 2 of Section 15, and the SEI/4 of Section 10 all in Township 6 South, Range 93 West of the 6th P. M. being more particularly described as follows: Beginning at the Northeast Corner of said Section 15, thence South 00°05'29" West 716.76 feet to the South line of said Lots 1 and 2;thence South 77°00'00" West 1386.00 feet along said South line; thence South 75°00'00" West 262.91 feet along said South line to the Easterly line of a tract of land described in Book 490 at Page 716 of the records of the Clerk and Recorded of Garfield County Colorado; thence along said Easterly line ":of.the following 2" courses: 1) North 63°13139" West 392.47` feet; thence 2) North 24°28'39" West 220.00 feet to the South right of way fine of .the of the Denver and Rio Grand Western Railroad; thence North 63°35'34" East 2285.62feet along said "right of way fine- to the East line 'of said Section 10; thence South 00°00'00" East 296.95 feet along said East line of Section 10 to THE POINT OF BEGINNING. AND A tract of land situate in the NE1/4 of Section 15, Township 6 South, Range 93 West of the 6th P.M., being more particularly described as follows: Beginning at the Southeast Corner of Lot 1 of said Section 15 whence the Northeast Corner of Section 15 bears North 00°0529" East 716.76 feet; thence South 00°05'29" West 232.73 feet along the East line of said Section 15 to the Northeast Corner of a tract of land described as Parcel No. 2 recorded in Book 666 at Page 296; thence along the North line described in Parcel 2, Book 666 at Page 296 the following 2 courses: (1) South 72°07'26" West 1385.10 feet; (2) thence South 87°18'26" West 114.55 feet to the Easterly tine of a tract of land described in Book 490 at Page 7'16; thence North 25°43'39" West 288.87 feet along said Easterly line; thence North 63°13'39" West 51.53 feet along said., Easterly line to the South line of Lots 1 and 2 of said Section 15; thence North 75°00'00" East" 262.91 feet along said South line; thence North 77°00'00" East 1386.00 feet along said South line to the POINT OF BEGINNING. SCHMUESER I GORDON I MEYER SCHMUESER GORDON MEYER, INC. I 18 W. 6TH ST. SUITE 200 GLENwOoO SPRINoS CO 8 160 I (970) 945- 1004 FAX (970) 945-5848 TO Garfield County Planning Department 108 8th Street Suite 201 Glenwood Springs, CO. 81601 ETT R0 E T S AL DATE: : OCTOBER 7, 2005 JOB No. 99055A-191 ATTENTION: MARK BEAN RE: RIFLE RAW WATER PUMP STATION PROJECT Construction Plans WE ARE SENDING YOU / X / ATTACHED / / UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: % / SHOP DRAWINGS / / PRINTS / / PLANS / / SPECIFICATIONS / / CHANGE ORDER / / OTHER NO. DATE COPIES DESCRIPTION I OCT 03, 2005 2 PLAN SETS (I 1 X 7) SEALED ELECTRICAL AND MECHANICAL 2 3 4 5 6 7 8 9 THESE ARE TRANSMI1 ItD AS CHECKED BELOW: / / FOR APPROVAL / X / FOR YOUR USE / / As REQUESTED / / FOR REVIEW AND COMMENT / / FOR BIDS DUE / / APPROVED AS SUBMITTE / / APPROVED AS NOTED / / RESUBMIT / / SUBMIT COPIES FOR APPROVAL COPIES FOR DISTRIBUTION / / RETURNED FOR CORRECTIONS / / RETURN CORRECTED PRINTS / / PRINTS RETURNED AFTER LOAN TO Us REMARKS MARK, THE PIANSETS THAT I PREVIOUSLY SUBMITTED IIID NOT HAVE SEALED & SIGNED ELECTRICAL & MECHANICAL SHEETS. I HAVE !NCLEDED THOSE HERE. THANKS COPY TO: PROJECT FILE SIGNED: Cti '1 o + F34-1 21.A, o E ta, PER ,, -f- Li iP et, EAN,NAlI49n1 P+ FLi P40 uti-f-ER J tf•a^'o `} 64t; DISTRICT COURT, GARFIELD COUNTY, COLORADO 109 - 8th Street Suite 104 Glenwood Springs, CO 81601 ♦ FOR COURT USE ONLY A Petitioner: CITY OF RIFLE, a Colorado home -rule municipality Respondents: ROCKS -R -US, LLC; a Colorado limited liability company; COLORADO RIVERS EDGE, LLC; a Colorado limited liability company; DENVER AND RIO GRANDE RAILROAD; OLIVIA A. FAWCETT; ALBINO DONNA; GEORGIA CHAMBERLAIN, as Treasurer and Public Trustee of Garfield County. Case Number: Division: . Attorneys for Petitioner City of Rifle: • David H. McConaughy, #26165 Leavenworth & Karp, P.C. 201 14th Street, Suite 200 P.O. Drawer 2030 Glenwood Springs, CO 81602 Phone No.: 970-945-2261 Fax No.: 970-945-8799 E-mail: dhm(a lklawfin.com M. Patrick Wilson, # 26303 Murray Dahl Kuechenmeister & Renaud LLP 2401 15th Street, Suite 200 Denver, Colorado 80202 Phone No.: 303-493-6670 Fax No.: 303-477-0965 E-mail: pwilson(cmdkrlaw.com PETITION TN CONDEMNATION COMES NOW Petitioner, City of Rifle, by and through its attorneys, Murray Dahl Kuechenrneister & Renaud LLP, and hereby avers and alleges as follows: 1. Petitioner, City of Rifle (the "City") is home rule municipality of the State of Colorado, existing pursuant to the Constitution and laws of the State of Colorado. 2. Petitioner is authorized by Art. XX, Sections 1 and 6, C.R.S. § 38-6-101 et seq., and Section 13.4 of the City of Rifle Charter to exercise the power of eminent domain. Petitioner brings this proceeding under and elects to follow the procedures set forth in C.R.S., Article 1, Title 38. 3. All property that is the subject of this action is within the boundaries of the County of Garfield, State of Colorado. 4. The City Council of the City of Rifle, at a regular meeting an November 9, 2004, determined that it was necessary for the City to acquire fee ownership of certain real property for public purposes and use which are associated with the City's water works, facilities, pumps, pipelines, and other related utilities, vehicles and equipment. To that end, the City Council adopted Ordinance No. 26, Series of 2004, authorizing the condemnation of the property described in said Ordinance. The acquisition of this property by the City is necessary and for a public purpose and use. 5. The legal description of the property referred to in the Ordinance and which Petitioner seeks to take in fee is attached hereto as Exhibit A. and incorporated herein by reference (the "Subject Property"). Petitioner seeks to acquire fee title to the Subject Property and to all surface rights thereon. However, Petitioner does not seek to acquire title to the severed mineral estate, except any surface access rights that may accompany the mineral estate. 6. The names of all persons who may be interested as owners or otherwise in the Subject Property, insofar as the same appear of record, are the Respondents named in the caption of this Petition in Condemnation. 7. Petitioner is informed and believes that this action does not affect the property of any persons under guardianship or conservatorship. 8. Respondent Rocks -R -Us, LLC is the purported owner of the Subject Property. 9. Respondent Colorado Rivers Edge, LLC may claim an interest in the Subject Property pursuant to an instrument recorded in the Garfield County Clerk and Recorder's Office on May 28, 2004 in Book 1592 at Page 102. 10. Respondent Colorado Rivers Edge, LLC may also claim an interest in the Subject Property pursuant to an instrurnent recorded in the Garfield County Clerk and Recorder's Office on May 28, 2004 in Book 1592 at Page 100 for certain mineral interests. Petitioner does not seek 2 to acquire these mineral interests, but does seek to acquire and extinguish any and all surface rights on the Subject Property to access the mineral rights. 11. Respondent Denver and Rio Grande Railroad (n/k/a Union Pacific Railroad Company) may claim an interest in the Subject Property pursuant to an instrument recorded in the Garfield County Clerk and Recorder's Office on October 19, 1889 in Book 1 at Page 568. 12. Respondent Albino Donna may claim an interest in the Subject Property pursuant to an instrument recorded in the Garfield County Clerk and Recorder's Office on May 9, 1960 in Book 325 at Page 534 reserving certain mineral interests. Petitioner does not seek to acquire these mineral interests, but does seek to acquire and extinguish any and all surface rights on the Subject Property to access the mineral rights. 13. Respondent Olivia A. Fawcett may claim an interest in the Subject Property pursuant to an instrument recorded in the Garfield County Clerk and Recorder's Office on May 2, 1996 in Book 976 at Page 550 concerning certain mineral interests. Petitioner does not seek to acquire these mineral interests, but does seek to acquire and extinguish any and all surface rights on the Subject Property to access the mineral rights. 14. Respondent Georgia Chamberlain, as Treasurer of Douglas County, Colorado, is named because as Treasurer she may have an interest in the properties herein described in the forn of tax liens or in amounts due and owing for unpaid taxes, and is further named pursuant to C.R.S. § 39-3-134. 15. Respondent Georgia Chamberlain, as Public Trustee for Douglas County, is named because she may have an. interest in the property described herein by virtue of the deeds of trust instrument recorded in the Garfield County Clerk and Recorder's Office on May 1, 1996 in Book 976 at Page 558. 16. The compensation to be paid for the Subject Property sought to be appropriated or damaged for the purposes set forth above cannot be agreed upon by the parties interested. Petitioner therefore has not been able to acquire the above-described property by negotiation, WHEREFORE, Petitioner prays: That the compensation to be paid to Respondents be determined as provided by law; That Petitioner be granted immediate possession of the Subject Property pursuant to C.R.S. §38-1-105 and as requested in Petitioner's Motion for Immediate Possession, upon deposit of an amount as determined by the Court; That if any Respondent has information concerning any other party with an interest in the Subject Property that they identify and describe such parties and interests;. and 3 For such other and further relief as the Court may deem proper. Respectfully submitted this 204 day of June, 2005. Address of Petitioner: City of Rifle 202 Railroad Ave. P.O. Box 1908 Rifle, Colorado 81650 MURRAY DAHL KUECHENMEISTER & RENAUD LLP A duly signed physical copy of this document is on file at the o$ of Murray Dahl Kuechenmeister- & Renaud LLP urs ,rat to C. ' , `. Rule 121, Section 1-26 (9) By: son M. Patrick Wilson and LEAVENWORTH & KARP, P.C. David H. McConaughy AI ORNEYS FOR PETITIONER CITY OF RIFLE 4 EXHIBIT "A" LEGAL DESCRIPTION . A tract of land situate in Lots 1 and 2 of Section 15, and the SE114 of Section 10 all in Township 6 South, Range 93 West of the 6th P.M. being more particularly described as follows: Beginning at the Northeast Corner of said Section 15, thence South 00°05'29" West 716.76 feet to the South line of said Lots 1 and 2;thence South 77°00'00" West 1386.00 feet along said South line; thence South 75°00'00" West 262.91 feet along said South line to the Easterly line of a tract of land described in Book 490 at Page 716 of the records of the Clerk and Recorded of Garfield County Colorado; thence along said Easterly line of the following 2 courses: 1) North 63°13'39" West 392,47 feet; thence 2) North 24°28'39" West 220.00 feet to.the South right of way line of.the of the Denver and Rio Grand Western Railroad; thence North 63°35'34" East 2285.62 feet along said right of way line to the East line of said Section 10; thence South 00°00'00" East 296.95 feet along said East line of Section 10 to THE POINT OF BEGINNING. AND A tract of land situate in the NE1f4 of Section 15, Township 6 South, Range 93 West of the 6th P.M., being more particularly described as follows; Beginning at the Southeast Corner of Lot 1 of said Section 15 whence the Northeast Corner of Section 15 bears North 00°05'29" East 716.76 feet; thence South 00°05'29" West 232.73 feet along the East line of said Section 15 to the Northeast Corner of a tract of land described as Parcel No. 2 recorded in Book 666 at Page 296; thence along the North line described in Parcel 2, Book 666 at Page 296 the following 2 courses: (1) South 72°07'26" West 1385.10 feet; (2) thence South 87°18'26" West 114.55 feet to the Easterly line of a tract of land described in Book 490 at Page 716; thence North 25°43'39" West 288.87 feet along said Easterly line; thence North 63°13'39" West 51.53 feet along said Easterly line to the South line of Lots 1 and 2 of said Section 15; thence North 75°00'00" East 262,91 feet along said South line; thence North 77°00'00" East 1386.00 feet along said South line to the POINT OF BEGINNING. DISTRICT COURT, GARFIELD COUNTY, COLORADO 109 - 8th Street Suite 104 Glenwood Springs, CO 81601 A FOR COURT USE ONLY Petitioner: CITY OF RIFLE, a Colorado home -rule municipality Respondents: ROCKS -R -US, LLC; a Colorado limited liability company; COLORADO RIVERS EDGE, LLC; a Colorado limited liability company; DENVER AND RIO GRANDE RAILROAD; OLIVIA A. FAWCE'1"1; ALBINO DONNA; GEORGIA CHAMBERLAIN, as Treasurer and Public Trustee of Garfield County. Case Number: Division: Attorneys for Petitioner City of Rifle: David H. McConaughy, #26165 Leavenworth & Karp, P.C. 201 14th Street, Suite 200 P.Q. Drawer 2030 Glenwood Springs, CO 81602 Phone No.: 970-945-2261 Fax No.: 970-945-8799 E-mail: dlxm c(� lklawfirm. corn M. Patrick Wilson, # 26303 Murray Dahl Kuechenmeister & Renaud LLP 2401 15th Street, Suite 200 Denver, Colorado 80202 Phone No.: 303-493-6670 Fax No.: 303-477-0965 E-mail: pwilson@mdkrlaw. com MOTION FOR IMMEDIATE POSSESSION Petitioner, City of Rifle, hereby submits this Motion for Immediate Possession pursuant to C.R.S. § 384-105 (6). Petitioner requests that the Court hold a hearing and grant Iimnediate Possession of the property at issue in this condemnation action to Petitioner. As grounds therefore, Petitioner states as follows: 1. Pursuant to C.R.S. § 38-1-105 (6)(a), Petitioner is entitled to obtain Immediate Possession of the Property identified in its Petition ("At any stage of such new proceedings ... the court, by rule in that behalf made, may authorize the petitioner... to take possession of and use, said premises during the pendency and until the final conclusion of such proceedings ... if such petitioner pays a sufficient sum into court, or to the clerk thereof, to pay the compensation in that behalf when ascertained"). 2. Pursuant to C.R.S. § 38-1-105 (6)(c), Petitioner may take possession of the Property thirty (30) days after service of the Petition in Condemnation, or earlier upon consent of the Respondents. Unless a stipulation or agreement can be reached with the Respondent in possession of the Subject Property, Petitioner will set this matter for a hearing on urnm.ediate possession at least thirty (30) clays from the date of service. 3. Section 38-1-101, C.R.S., states: "All questions and issues, except the amount of compensation, shall be determined by the Court ...." Additionally, Section 38-1-109, C.R.S., provides: At the hearing provided for in § 38-1-105 [i.e. the immediate possession hearing], the Court shall hear and dispose of all objections that may be raised touching the legal sufficiency of the petition or cross -petition or the regularity of the proceedings in any other respect. 4. The issues which must be resolved prior to the grant of possession by the Court include: (a) the condemnor's power and authority to acquire the property; (b) the need or necessity for the taking (but only to the extent that the landowner has properly raised that issue by specifically alleging facts which amount to bad faith or fraud); (c) whether the taking is for a public purpose; and (d) whether there has been a failure to agree on the purchase of the subject property between the landowner and the condemnor. See Pine Martin Mining Co. v. Empire Zinc Co., 11 P.2d 221 (Colo. 1932). 5. If the Court finds these factors in favor of the Petitioner, it shall determine the amount of compensation that Petitioner will be required to deposit with the Registry of the Court, pending the final ascertainment of compensation owing. See C.R.S. § 38-1-105 (6)(a) (upon granting of possession, condemnor to deposit "a sufficient sum into court, or to the clerk thereof, to pay the compensation in that behalf when ascertained"). 6. In the case before the Court, the Petitioner has alleged that it hasthe statutory and/or constitutional authority to acquire the Subject Property through eminent domain proceedings. Further, as stated in its Petition for Condemnation, Petitioner has a need for immediate possession of the Property, and the need is for public purpose and use. Finally, Petitioner has conducted good faith negotiations for the voluntary acquisition of the Property, but those negotiations have failed to result in an agreement op the amount of compensation to be paid for the taking. Petitioner intends to offer competent evidence at the hearing to establish these facts. 7. Petitioner requires immediate possession of the Subject Property in order to allow the full and complete public use of the Subject Property as set forth in the Petition in Condemnation. WHEREFORE, the Petitioner prays that this Court hold a hearing for inunediate possession a d farther requests that the Court enter an Order for Immediate Possession in the Petitioner's favor for the immediate possession of the Property setting forth the amount of deposit necessary for possession together with such further relief as may be deemed appropriate by this Court. A proposed Order is attached for the convenience of the Court. Dated this 20th day of June, 2005. MURRAY DAHL KUECHENMEISTER & RENATTD LLP A duly signed plzysical copy of this document is on file at the office Murray Dahl Kuechenmeister & Renaud LLP p rsuant t C.R.C.P. le 121, Section 1-26 (9) By: and /.s/ M. Patrick Wilson LEAVENWORTH & KARP, P.C. David H. McConaughy ATTORNEYS FOR PETITIONER CITY OF RIFLE DISTRICT COURT, GARFIELD COUNTY, COLORADO 109 - 8th Street Suite 104 Glenwood Springs, CO 81601 A FOR COURT USE ONLY A Petitioner: CITY OF RIFLE, a Colorado home -rule municipality Respondents: ROCKS -R -US, LLC; a Colorado limited liability company; COLORADO RIVERS EDGE, LLC; a Colorado limited liability company; DENVER AND RIO GRANDE RAILROAD; OLIVIA A. FAWCETT; ALBINO DONNA; GEORGIA CHAMBERLAIN, as Treasurer and Public Trustee of Garfield County. Case Number: Division: Attorneys for Petitioner City of Rifle: • David H. McConaughy, #26165 Leavenworth & Karp, P.C. 201 14th Street, Suite 200 P.O. Drawer 2030 Glenwood Springs, CO 81602 Phone No.: 970-945-2261 Fax No.: 970-945-8799 E-mail: dhm@,lklawfirm.conz M. Patrick Wilson, # 26303 Murray Dahl Kuechenmeister & Renaud LLP 2401 15th Street, Suite 200 Denver, Colorado 80202 Phone No.: 303-493-6670 Fax No.: 303-477-0965 E-mail: pwilsona.mdkrlaw.com NOTICE TO SET IMMEDIATE POSSESSION HEARING PLEASE BE ADVISED that undersigned counsel or someone from his firm will contact the Clerk of the Court by telephone to set a hearing on Petitioner's Motion for Immediate Possession at 9:00 a.m. on June 28, 2005 or as soon thereafter as possible, after which you will be contacted and notified of.the date and time of the hearing. If you would like to participate in the setting by telephone, you may contact counsel for Petitioner and arrangements will be made. Dated this 20th day of June, 2005. MURRAY DAHL KUECHENMEISTER & RENAUD LLP A duly sued physical copy of this document is on file at the offs f Murray Dahl Kuechenrneister & Renaud LLP pu ua t to C.R .P. ule 121, Section 1-26 (9) is By: M. Patrick Wilson and n LEAVENWORTH & KARP, P.C. David H. McConaughy ATTORNEYS FOR PETITIONER CITY OF RIFLE 2 DISTRICT COURT, GARFIELD COUNTY, COLORADO 109 - 8th Street Suite 104 Glenwood Springs, CO 81601 ♦ FOR COURT USE ONLY Petitioner: CITY OF RIFLE, a Colorado home -rule municipality Respondents: ROCKSR-US, LLC; a Colorado limited liability company; COLORADO RIVERS EDGE, LLC; a Colorado limited liability company; DENVER AND RIO GRANDE RAILROAD; OLIVIA A. FAWCETT; ALBINO DONNA; GEORGIA CHAMBERLAIN, as Treasurer and Piblic Trustee of Garfield County. Case Number: Division: ORDER FOR IMMEDIATE POSSESSION THIS MATTER comes before the Court upon the Motion for Immediate Possession filed by Petitioner City of Rifle, and the Court being fully advised in the premises does hereby find: 1. That this Court has jurisdiction over the subject matter of this action, proper service having been made of the Petition in Condemnation and proof of service returned to this Court and filed within this case; 2. There is an immediate need for the Petitioner to take possession and use the property described in Exhibit A, attached hereto for the purposes set forth in the Petition ("the Property"); 3. That good faith negotiations were conducted for the acquisition of the Property, that the parties were unable to agree on the amount of just compensation, and that further negotiations would have been futile; 4. That Petitioner has the legal authority to condemn for the purposes sought herein and that acquisition of the Property is necessary for such purposes; 5. That the acquisition of the Property serves a public purpose; and 6. That the sum of $ constitutes a sufficient deposit for the immediate possession of the Property by the Petitioner. IT IS HEREBY ORDERS that Petitioner shall deposit the sum of $ into the Registry of the Court and the Clerk of the Court Registry is directed to accept such amounts and place them in an interest-bearing account. IT IS FURTHER ORDERED that upon deposit of such funds Petitioner shall have continued possession of the property described in Exhibit A to the Petition in Condemnation, and Petitioner and its contractors, agents, servants, and employees may enter into, take and retain possession of said property, and make cuts, fills, or in any other manner change the shape or configuration of said land; and to take and use therefrom any and all earth, stone, ,gravel, timber and other materials for construction and maintenance purposes, and to build, construct, or otherwise improve said property for the purposes set forth in the Petition in Condemnation during the pendency of this proceeding, without interference from the Respondent, or any of them, or their successors, assigns, heirs, devisees, personal representatives, guests or invitees, or any other person or persons claiming by, through, or under said Respondents. DATED this day of , 2005. BY THE COURT: District Judge 7 5 2005 GA i7 r i,l(n J RIFLE SERVICE AREA RAW WATER LINE PUMP HOUSE NEW PLANS PREPARED BY SHEET INDEX RIFLE RAW WATERLINE SHEET "°- .511E 'T U&S'` FTION - COVER 01 INDEX 02 WATER LINE PLAN & PROFILE STA: 100+00 TO 108+20 (ALIGNMENT "A") 03 WATER LINE PLAN & PROFILE STA. 106+20 TO 112+00 (ALIGNMENT "A") 04 WATER LINE PLAN & PROFILE STA: 112+00 TO 916+20 (ALIGNMENT "AlI•,� 05 WATER LINEPLAN & PROFiLI? STA: 118+20 TO 121+85.37 (ALIGNMENT "A") 06 WATER LINE PLAN & PROFILE STA: 200+00 TO 206+00 ALIGNMENT "B" ( ) ____. __ V� TER— PEA'7�Y'iE P'ROF1LE STA: 2Q6' -O0 TO 252+00 (ALI1,r1MEN "G<r) 08 WATER LINEPLAN & PROFILE STA: 212+00 TO 293+42.44 (ALIGNMENT "$") & RAW WATER PUMP STATION DETAILS 09 WATER LINE PLAN & PROFILE STA 300+00 TO 306+00 (ALIGNMENT "C") 10 WATER LINE PLAN & PROFILE STA 306+00 TO 307+04,41 (ALIGNMENT "C".) WATER LINE PLAN & PROFILE STA 400+00 TO 400+58.30 (ALIGNMENT "D") 11 CROSS SECTIONS 12 CROSS SECTIONS 13 CROSS SECTIONS 14 INTAKE STRUCTURE PLAN AND PROFILE 15 INTAKE STRUCTURE DETAIL SHEET 16 INTAKE STRUCTURE DETAIL SHEET 17 DETAIL SHEET 18 DETAIL SHEET Al PUMP HOUSE ARCHITECTURAL PLANS, ELEVATIONS, SECTIONS AND NOTES A2 PUMP HOUSE ARCHITECTURAL SECTIONS AND DETAILS 51 PUMP HOUSE STRUCTURAL PLANS AND NOTES S2 PUMP HOUSE STRUCTURAL SECTIONS AND DETAILS E1 PUMP HOUSE ELECTRICAL SITE PLAN E2 PUMP HOUSE ELECTRICAL FLOOR PLAN E3 PUMP HOUSE ELECTRICAL LIGHTNING PROTECTION AND ROOF PLAN HV1 PUMP HOUSE MECHANICAL 0�; ((yr° ; 1. tr ,Ye ID NOTED Mr 'i LION & 1 A SPEe'rTON '$ G<A'k'4.F 1xi ELD COI..J`IIgTY API' • 'n,J.!' .,.... ..,. SCHMUESER GORDON MEYER INC 118 W 6TH T SUITE ' 200 GLENWOOD SPRINGS COLORADO ' 8 7 60 7 (970) 945--' 7 004 PROJECT ENGINEER: 4 ry • " € J PE , H @ A: $ 4 ° i- ( 1 f �� '` k F ! s 1 i.F ! Y wE3r ^ t C� {�• i}� 1,,,.€'( 5.145) ' rGpa 1� ' p /( / r j €t f I / l '"'. �U f r :, Jo / p fN / :' rott-: . r v "� ...�6 �a fia3ler park . E i '' I_ r/ a .�''-- n �� "" f •,, Ali(' a ti>. r 16..��8 �i' L•�L_a ' i� ' "e _TIS... y. ...-1G � ti :_�7er* °!1. �.1,-,,, Y ' 4 -, p %� swan i" r _� ,{ '�' iP ! / Ln - c ✓ t ' — 53za �' �hi�',, � ° 5 Y ;k w4s' ��..��` — -' 2 i JEFFEREY S. SIMONSON, PE. 26752 PREPARED PLANSFOR ..�9F ---' . r r �Y \ j -� �` . r �' "` v - 4 �•r r. 'r f ,, `-• •w• ry , '�i QQQ��atI; < r ,� �' t / .� - ✓ " e. '�a ` 011-0,i .. 1-70 RIFLE EXIT PLAN SET DATE CITY OF RIFLE y ., ,:, ; - `yo iatonsoa,xso <90$ 07-22-0500,4-cpliso SCALE.' 7".,. 7000' Fl FLO COPY ' ,; } * ' MAN s S ; Zr , \ Qom?}�.�o"; " ..-.- - >,h O;r,'a-f 202 RAILROAD AVE, RIFLE CO 81650 (970) 625-2121 Cit Manager: JOHN HIER Moor.' KEITH LAMBERT Public Works Olrector BILL SAPPINGTON, PE UNUM- SER REWS/ON DATE 6Y f FOR SID 6/a9/o5 rss 1 RELFAsE_FOR cONsrRUcrra. to/0.5/05 SSW pop Ib a00s:+lv,lfllfmfr.9+w_lav . / ` PHASE 1 CONSTRUCTION PROJECT DESCRIPTION: 1. APPLICABLE SHEETS: ALL SHEETS IN THE SET EXCLUDING SHEETS: 02,03, 04, 05(AS NOTED), 11, 12 & 13 PHASE 2 CONSTRUCTION PROJECT DESCRIPTION: 1. APPLICABLE SHEETS: ALL SHEETS IN THE SET EXCLUDING WORK THAT IS INSTALLED IN PHASE 1. START ALIGNMENT - A (24" RAW WATER PARALLEL) -END ALICNM NEW PUMP . TATTON END ALIGNMENT - "A" EXISTING CITY OP RIFLE RA7 STATER PUMP STATION DIVERSI STRUCTUR END ALIGNMENT --"C' PROVIDE OUTLET STRUCTURE SCALE: f = N.T.S. yam 1. RAILROAD BORE PER COMMONS OF RAILROAD PERMITS 2. CONTRACTOR 70 NOTIFY AFFECTED UTILIT/E5 PR/OR TO COMMENCING WORK 11%, T.YAT AREA. J. PPE SHUTDOWNS PER CITY REGYE (17003, OPERATION OF ri14TER SYSTEM APPURTENANCES ONLY 8Y CITY OF RIFLE PUBLIC WORKS DEPARTMENT. CONTRACTOR TO COORDINATE WORK W/RIFLE A MINIMUM OF 48 HOURS 1N ADVANCE 1H£ CONTRACTOR SHALL DEMONSTRATE READINESS 70 PERFORM WORK AND THAT ALL NECESSARY PARTS & EQUIPMENT ARE ON 20240011 DEPEND/NG ON WA7£R CONSUMPTION AT THE 1747E OF CONNECTIONS, THE 07Y MAY R£aUIRE WATER SHUTDOWN DURING NIGHT OR OFF 1747E HOURS. 4, CONTRAC70R 70 P077.10LE PPE CONNECTION 10GITIONS ANO VERIFY CONDITIONS. CONTRACTOR SHALL ALSO POTHOLE AS NECESSARY TO OETERM1NE CONFORMANCE W11N P7ANS AND AS H£ DEEMS ADDITIONALLY NECESSARr. S. CONTRACTOR SHALL WW/77/ WORK AREAS EQUAL TO OR S4lltR THAN PRE -CONSTRUCTION CONDITIONS, INCLUDING RUT NOT VOTED TO RE-VFOETAI/ON AND GRAVEL ACCESS ROAOS(M/NIMUM 4" ASC CI. 6). 2 ALL 11757 A1NING 8LOCKS ARE NOT SHOWN FOR PN77NG 07424 2 ALL FIITING5 SHALL HAVE A RESTAIN/NC SLOCK A110 MEGA LUGGED RESTRAINT OR £QUNALANT INOFX AIR RELEASE MANHOLE 4 REDU0ER 04 VALVE -x7W 6" WATERLINE ^^--^--M'>7 B" WAMPUM anew 18" WATERLINE 24" 7,47277L1NE SCHMUESER 1 GOROON 1 MEYE £NOIN1t£RS G SURVCYORS SCHMUESER GORDON MEYER 1 1 8 W, 6n+ STREET, SLATE 200 GLENWOOD SPRINGS, COLORADO 61 60 (970) 945.1 004 FAX (970) 945-5948 AEP7N, COLORADO (970) 975-6727 CRESTED 8UrTE, GO (970) 349.5355 E•m/4: en5Ine/l p4agm-inc.com CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT Aftw- 8ER REWSTON DAT£ 8Y FOR 8.0 0a/27/05 2 R£L£ASf FOA CONSTRUCTION /a7/ ma SHEET INDEX 108 No. 990554-797 DN+�'/+ ate: 0J-06-02 C: 'pc; 01 `A R1= RTaR4W-0//N/£X OF 27,E STA, 100+00, EXPOSE AND LOCATE TO DETERMINE SPEC/FIC ARRANGEMENTS OF EASING COMMONS, CONFIRM CONFIGURATION /0ENTLF750 1N DETAf. A/02. INSTALL 18'7'24" 9(0/1557 " °89es'OSro SI,F9131d3 1,, Qtay..73. E Id]v 121. �jQ,.9p9.99]8 �f �I)B.J986 1� 1�f'""-"QUI-::�--.����-,�.�?^` '�y'. `+W�'Y - [;rne .1R,•wixoo SE POTHOLE' /2 wire CONTRACTOR TO STASIL/ZE POWER POLE AND 01/Y WIRE DURING WATERLINE fiVSTALLATION STA. 102+32.98, INSTALL AIR 4 VACUUM RELEASE MANHOLE N 5+621.6,531 SEE POTHOLE /1 NOTE r5- 5370 5365 5360 5.355 5350 SEC' POTHOLE /2 NOTE ANC VANIXAVVRER MOLE' FROVaSpi ]b RPE $1511,6123 mCVNV Ar 1 F 'awn ARMAfUd O ny1. LEGANI �f0.K F5C FO 7NNIZONr/F ARO a£WNAL ' SONG SEE POTHOLE /2 NOTE •9144979 N959.SO74 fx f_.,-,-o/Nc-^-' j o1"6'^-•-�-0M�_^-^-Al He hDrC lIKT PrRCn R SeEC%v''M 4; _ . 6171 1Nf. C 59881 MN1 .-.. 49a VACUUM wsrn0� Ix a sart'vrao sxau .uf. e5yeeusrr ' ' - �Me_.•,---a/HE.- --41HE ! n fu a6c rox PER &] r SONG 6-.lF,„,.^-Y.e-y�ur „NE- 35^9r•0]-3lJ1.E 1lQ?'1.5-r4 _F..•^�.._��^x -0•,�1F �Y=•..4••.A••I..•..F-^�...�"F�.�p�y-� �,- k,„�Q�_,1t.;��r^d,1��'�J-.'-1 • • 1407540590 ce 15 558 1,7 AOM; VE` "L21�.57 RE!11a)Is]w5. , •.••••-fJ .rV^�•rI--•w.._•.� ^F _•C-,I-. G3k5 +,a U#SSw� 5 N�dN am 24 I fir. ;Ria -emu fe-ccul. CONNECTION DETAIL 2C,A26.' 417.9 • • • 5TA' 100+00, 50205E A1No LOGAFE TO DETERMINE SPECIFIC ARRANGEMENTS OF EX12(1NG CON0/170N5. CONFIRM CONFIGURATION. IOENT/F1ED, /N. DETAIL 6/02- 1NSTAIL 16•7424" REDUCER 5345 10 +41. '9 ELEV. 53.9 13' ;" -^ ..• STAT 100+70.1.1 ELS. 53$1./Q / STA' 102+,58.51 PLAN VIEW ALIGNMENT "A" 5 11. 5 5 EXISTING GROUND !I 6G33)9'. E t 3ie99.s6 __mom / 1A J a STA: 1.064,06V .biEv. 5356.18 H.P. ST - 102 561. 102+3298,: AIR & VA ... VAULT; R/M 5357,17.. 80/7061INV. 5358.97 61.29 6957,5E MANHOLE . . ' . .. . • . oPE AI.PRIf4 4444 mom : 5340.......... ..... ......... 5335 5330 5325 DATUM' F1.7v scALE,' 1 " = 20' HOR .. 5' VERT. 1+74 78 675'7. 5356. 2 5TA. 101+6 0• 5354.34 -STA.` 1Q1+0534, INSTALL BLOWOFF/DRAIN, SEE7 DETAIL SHEET 18 O r 75 O 5 0APE u' (P1 1 cv •cU.64 11, AGM" Ore ° IS PoSIN'd-SeV ,44D 5 N maw...1t04EN S*EGRD 54611 0400' R 150114 1410044507 VEA SAW Ne pilC AMAP� PROFILE ALIGNMENT "A " yOTES- INTERME0IATE 3TA11095 AND .ELEVA7WONS. aro .ARE SHOWN.ARE FOR .57:4., .1054-85 Srf ?O 24 e £i REFERENCE ONLY. 'POTHOLES(PAY ITEM) ONLY MOSE•AREAS SPECIFICALLY 0ESICNAT£0 ON THE PLANS AS POTHOLE LOCATIONS OR AS DIRECTED •BY 1HE ENGINEER SHALL 8E ... 7N0YUOE0.1N PAY. ITEM . AOTWOLEC .. ? .. • ' .. ..... . .. . ......... POTHOLE /1-: PRIOR TO INSTALLATION'WITH/N 200 FEET OF CONNE07101✓(0570171 A02) -,CONTRACTOR. TO POTHOLE TO CONFIRM EX1511NG CON1C(IR41106, 'NOTIFY ENG/NEER 45 HOURS 1N ADVANCE OF POTHOLE: -POTHOLE /2: TO 9£RYEEN £Xl50NG 14" A&. NEW 2.4yv 1' WATER UNE, S>,41/11NC AT SEPARATION OF (5)FIVE 574. - 151+00, POTHOLE TO VERIFY LOCAT70N OF EXISTING 14" WATER LINE AT 100. FOOT INTERVALS(' LOCAT70951 POTHOLING SHALL . OCCUR A ,MINIMUM .OF. /00. FEET AH540. OF NEW PIPE. 1NS7411.4770N • 5320.00 5 w m 47 04 0/ m 0/ m m ro w n n 5 100+00 100+40 6 100+80 SCHMUESI„R 1 GORDON 1 MEYER £N4INEGH9 7. 9.0 NVCYI)R9 101+20 10 +60 102+00 SCHMUESER GORDON MEYER 1 1 8 W. 67H STREET, SUITE 200 GLE1,1W000 SPRINGS, COLORADO 81601 (970) 945-1004 FAX (970) 945-5948 45PEN, COLORADO (970) 925-6727 CRESTED BUTTE, CO (970) 349-535S £-mad: ertglnsal©sgmanc,wm 102+40 102.+80 103+20 103+60 704+00 104+40 104+80 105+20 105+50 106+00 109+4 CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT N5ER 5551-570N 8Y 'A &0 04/19/O3 2 5E1E4 CONSTRUCTION' 10/61/05 BOW WATER LINE P & P 108 No. 990556-191 01040 by, ' STA. 100+00-106+2G 03-06-02 02 PE, 7/7 AM -RAW -020P OF 27 CONTRACTOR ro L0040 r..,,rw'v'%`..� ALL !AMITIES 1N AREA ANO PROVIDE INFORMATION TO ENGINEER cAMIENOUM 1 > A MINIMUM OF ONE WEEKREVISION TO BORING ` BEFORE BORING. LOCARON AND / 4P1/10 BORING) SrA• 107+00, INSTALL. (I) 22,�» VERTOCAL 8E149 STA. 106+97, INSTALL SEE NOTE POIHOLE28UVALVE 24°TIERFZS £ 530569S6B STA. fol+25.45, 1NSTA4L l .r'°1"E 2ir4s9 '551/0 W/ CR.B�_rg1"c"' £ s5nax� I"E•-"'•�0 551. 107+28.44, BEGIN 36 BORING CA51NC <9107£S65r.rvr^'^..'_F_.- .�di�--•^a. Yt'..*rt r.stir INE INE • .tea - '" jlslr""'�^'_~�•y, 1 •71 ��,.�-•'�"""p....�.'.�.Fz�.• -..'.r �(4F�om�'�n�,Irt1M 1� gast HW r 6 cn14TRAcrOR 5/411-. C5405 • ..' .. TN1535'SEOTION POt?AON AS 5XO7fi+ fN• .y' z11 1t ,H1 Yf$+OfNS LATION - .. .y.. . 5 8 EF" ---T 05 CRk15 SE' E 55`+BE9S% STA. 107+76.02, END 35" $pRANCASIND 331661M1 STA. 107+80.05, INSTALL. 24" 90'- 8EPrti4/573459 W/ C.R.& ( 55!049529 5370 0 5365 ." ....... ' 5360 5.355 5350 • 5345 5340 5335 5330 575: -106+85.91, 51 EXISTING GROUND 07 STA 155+97. INSTALL (1) 24'4 BUTTERFLY VALVE E5FV 5354.91 T.O.P. SCALE.. 1" 20' HORZ 1 " - 5VERT: • 51 ,'STA. 108+59.56, INSTALL 24" 11.25''RFNa' x-o9r9x+- E x31rea 9 107#0.56;"INSTALL'.:.;..." (// 24" BU TERFGY:Yi7GYE �N +9161�d31• £ 531!5 a31App ,ST.. . 105+80;:44,-JN$rA 1- :": (1n',+9r -.i✓�T 8E1*., W/'REVERS£.CT1OR' $ ,�•r tiC 8EWSTON5AODENOUM 1 REVISIONS TO 80RF. 7 .0. \I I 48 666 24' 1TIC RESTRAINED JOINT" RIFT' -- -- - -- - dB L.f; BOR'/NC, 36V 0.'4 ti n`O� ,n;� 5n4vT �' %•;p 1N-Zy51 5A2*LIM k'T.EV 5325.00 'n 7A 7 .1fJL, 107+5¢,g5_,_jNs_xgu,.,,. (1) 24"0 BUTTERFLY mar £L 37 .. .. 5348. .............. . UNION PACIFIC RAILROAO PLAN VIEWALIGNMENT 'A " .,...... , .............. 5360 .. 5345 • 5340 5335 5350 . 5325 . • PROFILE ALIGNMENT "A" 51 ur 4E41WCE 74 ASSURE 46' 4 YEF 1,1„... -----CULVERT 4i 11 ki u 'NOTF3.'....... ......... ....... 1NTER44E0IATE STATIONS .AND ELEYA710NS TNAr ARE REFERENCE ONLY. POTHOLES ... ....... EXISTING GROUND .. . ONLY #10LES(AAY ITEM) E.AREAS SPECtFlCAL /'- Ar 1) LY DESNNA7E0 ON THE PLANS AS 707HOLE LOCATIONS OR AS OIRECT£O.BY THE ENGINEER SHALL BE INCLUOEO /N; PAY ITEM PO7H04£”. : 2) POTTf04E12.' 1O MAINTAIN MINIMUM SEPARAT70N OF (5)71/5 FEET ............ .. ..... .... . \ BETWEEN EX/SI7NG /4" Gn NEW 24" NATER LINE 5TARTINO AT STA. \ \ 101+00, POTHOLE TO VERIFY LO0.45106+ OF EXISTING 14" WATER, \ LINE AT 100:7007 /NTER7AL5(5 LOCAi10NS). POTHOLING SHALL OCCUR A MINIMUM OF 100 FEET AHEAD OF NEW PIPE INSTALLATION. SHOWN ARE FOR <N hoh \ o2h \ 5330 .......................... STA. 1 R9+90.82 EL 5315 • 5310 DATUM .51-511 5'04E: gr 3) POTHOLE:ALL 017L177ES /N AREA OF HIGHWAY 6 BORE A MINIMUM OF ONE WEEK BEFORE !1'S START. CONTRACTOR SHALL COORDINATE /4171 FR0/1 EN0POTHO/NE55 LES. ANO PROVIDE ALL SURVEY INFORMATION .GATHERED ADDENDUM 1 \\ '.40050 POTHOLE NOTE !1 5323. 6 IGNMENT ;4" STA• 112+ 106440 106+60 107+20 480104404 .5. 4L1RVEVORS 107+50 105+00 SCHMUESER GORDON MEYER la vv. 6TH STREET, SUITE 200 (970/ 945-1004 FAX (9701 945-6'945 ASPEN, COLORADO (970) 925-6727 CRESTED 50775, CO 19707 349-5355 108440 108+50 5305.00 /09+20 CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT /094.60 IIER 7101-00 110+ 0 110+80 111+20 111+50 12+00 06/29/0 616 REt SE FOR CONO1RVO 19/03/05 WATER LINE P & P Fl6 16125464-01.V4 No. 9,9055A-191 27 — r.. . FPO.. .....,..,; . . ,• • • . .• • ' • • • . . . . ...... tt.F. . . • . . • • • • • •• • • • •• . . t 4:4011, •, t iHL-7,77-41 'kW VFW 4-.4MEM,ffartfr • ',7fg.ar.ArakTh&h,._&.„5 t 1 1-. HWY 6 & 24 ST 515+Z4 886/05 11- .,.?0027„;.,gmngst32-0..Limsip.p.,50,0 • — -:.• • „‘• 8164? /18/0/56005 (52208722 ASEET 02) A04: • THICK 767 INSU1A:40:' . . . Yrff•iii0; . . •. „.. . . . . . . . . . . : ./841 14241r .nizer tt, • . . • . . . . _ . . . . 1 I 2/AIERLINE INS01.4110N sr • 5 /544952 'I.g.4.2% CONTRACTOR SHAE1. RE -6840E 0115 PORHON AS SHOWN IN C/?053 5W1C2+6, ' ' • (SEE oEraz siitEr 511.7 PENCE APE M4SO5-lOOM71 NOM PrPr CyliVtiVS sois neAr PAN" es PROIRCW Or INSTAtzEO CUPPEUPCPR MSMOnt .Trrotoc 11.011•91012PoT SEVOMD 51,464 ALIO+ 4 Atimgc, or r orraottom PER Mr OF XPE IO EPOIVUOP • POtOZONCIrt Avo ;Vox -4z AtiOrofar snow+, . ' . ......,...,.... . • ... „ .•••••.••••,.......,...... ..... •••••••••••—•'" .5340 5335 /4 494569494 2 955.5/499 (1) 5' 49462.9.34.4 5' 5525794/9 PIEHAN0.5 AREA; CONMOTOR 70 MEET AU. REQUIREMENTS OF US ARMY CORP OF ENGINEERS PER4ff1'INC1.U0E0 IN CONTRACT occumaufrs). NO 0157081140568 AGLOWED 6EYON0 5/42 28.566, 0405468 TO WETLANDS OTHER TIAN SPEC/6764442 SHOWN SPIA44 65" 40(2r64780 62 THE CONTRAOTOR AT THEIR EePENSE. CONTRACTOR SHACL RE -GRADE TINS PORTION 45 SHOWN 01 CROSS SE0170N. SWEET 11 -.1, - • • -1 INIIIIIA11111111111 :1111111111111111111111111111.1111111111111111111111.11M111111111•111•11111111111 16' UNION PACIFIC RAILROAD PLAN VIEW ALIGNMENT ):4" /94 -*OPE 4WD -0 1111111#1111111111111111111111111.1111111111 MEI 111111011111111111111111111•11111111111111111111111111111011•111111MINNIIIIIMINI11 UNION RAILIV4D 1 1 ..... .......... I 5325 5320 • 5315 • 5310 • • 5305 11 542284478 INSULATION 25057756 GROUND 6605, 0818 • ,,,,,, I 'I IN768405OLAT5 starroas ANO PLEVAtTON rizar ARE SHOW ARE FOR 45PER6NCE ONL ,,,,, I ........... I ................ I 1 • . ... ........... I - ...... ..... ..... - - ........ . . .... S•.• 11-0, ....... I . I DATUM' 876V 5000.00 45 SCALE. —20' HoRe. I VERT. 112+00 9‘f 1124.40 0/ 712-4.80 SCHK1ESER 1 GORDON!. MEYER C 550599065 111 115+20 113+60 114+00 SCHMUESER GORDON MEYER • G W. 6TH STREET, 51,1tTE 200 GLENWOOD SPRINGS, COLORADO 8160 I (9701 945-1004 FAX (970) 945-5948 AsPem, COLORADO 1970) 925-5727 CRESTED Burr, CO (970) 349-5355 ..g1..er5*soltitmcom 45 45 114+40 45 114+50 PROFILE ALIGNMENT "A 715+20 CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT 115+60 116+00 Num - 66R ROW5ION 5 +4 116+40 04TE 110+80 or FOR 810 01/74/06 2 RE(5422 FOR CONSTRUCTION 10/03/05 ROW 4/ 117+20 54 1* .keLevr, itM • ...... • • • • • 240 surTERFLy 54 95 117+60 118+00 WATER LINE P & P STA 112+00-118+20 Job No, Drown /.y.' 990555-191 056 0.5-06-02\- 95 04 Qo- fro 0 PP, /51tERAtv-0458 27 1 5335 5330 CONTRACTOR 70 LOCATE ALL U17G77£S IN AREA 89405E 90RINC I. A 24*04 90' RENO .f18 '79.05(R)TATED OOWNWARO 45'....,, ,.. JNSTA('L g ROTATED K W/ RESEPS 'i9e�CN0 E 56Oyp,4AGT rA. 115+52.82, iNsrsL (1)-2 0 45' Vq£SR270AI,� A£N0 //t,R.9 SE: .ANCH a e6fr , EC9N 36"� 6 r 41-� INC cxoyzsr WETLANDS AREA: CONTRACTOR 53 MEET ALL REOUIREMENIS 04589 ARMY CORP OP-ENO1NEER. 's P£Rdf1r0NCL80E6 /8 CONTRACT 00018(415). N0 OISTURDANCE 15 4L105E0 BUONO SILT 581:4/ 0A8ACE TO 1+£744405 OTHER !FLAN SPECIFICALLY SNOW SHALL 9f'',MATEO •`: 8Y' THE CONIRAC7CR AT Rog EXPENSE - STA. 721 ,,66.47, INSTALL A1R s• VACUUM RELEASE IAANNOL£ 51,4 121,%172.26, lNSTALL (1) 24A9JZFLY VALVE C''56122/5f0 ALICNMcNT "B"...,a s7aEE'T 07).. 354 7/9+9549 -ENO' J6" Dun 'CASIN e •s=fgf. — 99.35 "F. ' 1. " 87:i G.. CA51N0 ALT FENCE • 7:4 ,118+b 1,45 INSTALL ,(7) 24" 8 ERFAY VALVE ;HLINE 18^420 1Hg_..-�-"4I"E-'•.�-"a2. SWAMP AREA 11 iss Au 014,7 FENCE RRIOR-ro STARTING WORK IN r(/5 .4/781...; 20 TA...127+85.37 (N) 558 400+00 (S) r, 200+10 (5-W), INSTALL (/2 18'0 CROSS, (1) 18"0 (2) 14'0 BUTTERFLY VALVES ANO (1) 5" CAT£ 1/4(1/9..ANO (1) 18'X 1 (1) "24748"/' AND (1) 18'4'14" REDUCER, (1).. `. 14" TEE, AND' (1) 16 45 REND/. - ANO (1) 50410 54£91/£ LUC RESTRAINTS(SEE DETAIL/ 5NEE7'4/05) 49.1 eaiw )4lr '4 ' f"1I - - 41 STA. ,:11.(1) 7.1..56, -1NSTACL (1) ,. 95 699 VE•RTICA{ 09443 5/ 94V£R55 ANCHO 695/5.9903 4 561159990 INSTALL SILT FENCE PRIOR TO. STAR/185 WORK 7N.T1•115 AREA TA, 400+55.30. 1NSTALL OUTLET STRUCTURE (SEE DETAIL A/10) '/ 934&65/2 54?52.40/9 • ' I EXISTING ICNLJE/vr 7)7'1: . - SE77LINO POND EE SNEEr .10,4 • : 1 woroANOS ARFA,. CONTRACTOR. 10 8EET ALL RETWIREI%ENTS OF US 4484 CORP OF E /91/4 "RS - : PERINT4NCLUD£0 1N COIITN(07 OOCUIIENTS). NO 0/55 8405 15 ALLOWED 8EY0N0 5747 ' • moo OA,%4CE TO WENANO5 0158/4 (141 5400(4CALGY 5ROWN 51(444 BE 8/7047!091'49 8Y. THE CONTRACTOR AT 706:5 EXPEN5E, - Jam/ -"__�/ ,„_.--a/�+E'^-'-•-0 PLAN VIEW ALIGNMENT "A" 24" 5 885ST24w£D .ro/Nr Pipe' 5325 • 45 5320 • ....._ 5315 '�...' .' 5510 . 11111111111 STA 1: 1 • 17/. r (24'>s BUTTERFLY VALVE V.• 531:1 .7f 5305 ...... �E...... ..H�m �tib 53(20 •' w^ •W SCALE': r^ - f 0: VERT.? 9.41,715! 3497 529600 4 N�^ ~�4 INTERME01475 STANONS REFERENCE ONLY. 100 4.11 60R/NG, 36" CA5/N6 24' 6 0905, 0R18 AND £LE1/A170N 7/07 ARE ........... ... . Sr&& 421+85.x'7 ' INSTAL (f) • - ' " ' ' SHOWN ARE FOR 18'X24" ROWER AND (1) r8" CROSS, £LEY.- 531594 STA. 151+6541 AIR 4 VACYJUM RELEASE 847/1(045 VAULT,- 81/? 5324.41 8017078,49 5370,42 STA: 721+72..38, INSTALL (1) 24'8 BUTTERFLY VAL ELE) 5378.95 STA, 721+42.89 El. 13.91 •/ i l EXlS17N0 GROUND / 544 1/82.5192( 91 995.4455I.49KAl4p7 NOM APE..SIl5P94R5.70 NOTE Riff ArE l9 /0449S60 (0 aE AnAeEr,E' 6Y A evm'FI/115AR /05/44 t SPEOrf74 0'.F 6GN544.55 44 =ow twat MON 4 68' ?WI OirarPER Virg Or WE5i Avo 9GI4 /0 ,u 8 4 11(0095 AWR N9/45 1 .PJ 1 ,Ofa/ f 9LOWOFF/DRaN, ALIGNMENT 'A 24 ‘7,1 '5 w ;".4 O '1 95 h A b M 718+40 118+80 119+20 719+80 120.00 120+40 120+60 121+20 121450 5330 5320 24" 94/1/95+5/ VALVE 2c' (RAMS LINE. 10541954149 �sw 15' 887TER1Y (44(.1.£ 24"4^18" RE5004le 10" 05' 9940 W/ O.R.B 18' CAWS (8X6' R60U0ER 6" GATE VALVE fN0 PH45E 1 '45(4(4 24- DIP PLUG 14" RU7IERFLY 04(14 50(10 549'979 W/ 8/94 LUC 4(3594 /81 1 1c'Tao 192, TO WA/ER R(AN1 !ewe REDUCER 74' 8UITERILY 441.3.£ FROM RAV V 5054 50ANC 574708 1,5(3 14" 5(P. NEW 14" TEE W/ 5080 5/9606 ANO CR.8 A CONNEC770N DETAIL 05 SCALE.' 7/.7: S. (CONSTRUCT IN PHASE ONE) SCHMUESER GORDON 1 MEYER CMOInCCRS 5 9UIiVP.YOli3 SCHMIJESER GORDON MEYER 1 18 W. 6'tH STREET, Surr/ 200 GLENW000 SPRIN05, COLORADO 81 601 (970) 945-1004 FAX (970) 945-5946 ASPEN, COLORADO (970) 925-6727 CRESTED Burry, CO (970) 349.5356 E-maiC ssgi ssa(o)sgm•drtc.corn CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT NU44- DER REVISION DATE 8Y FOR .810 06/29/05 2 RELEASE FOR CONSIRUCT70N I fe/0.5/05 80W Job No. 99055A-191 WATER LINE P & P STA 118+20-121+86 0010: 0J-06--02 05 QC PE - +I0.' R1F5£RAW-051/P OF 27 5330 5325 5320 5315 5310, 5305 DATUM ELR5 ALIGNMENT (SEE SHEET 1STA.-200+00, INSOLt• (1).74.."•'5'£ (5EE . • DETAI "SHEET 4/052 lvdsa<o7> ... WETLANDS AREA/ CONTRACTOR TO MEET ALL REC](NRE1,1ENTS OF US ARM' CORP OF ENGINEERS PERMIT(INCLU0E0 IN 0051RAGT DOCUMENTS). NO DISTURBANCE 1S 40000/50 5EYOND ALT FENCE DAMAGE TOW57LA0S.. OTHER 51 WAN SPECIFICALLY SHOWN SHALL .85 010ICAi£0 BY THE G4NTRAC7"OR 45 EXP STA. 2.21+91.80 INSTALL 19911.6+06(1) 22.5' BEND AM*y..R��5.0esas eg• IN PUMP HOUSE STA. 200+10 (E—IN) 421+5537 (5) — STA, 400+00 01 INSTALL (1) 18"1 CROSS•-, (1) 18'01(2) 74"0' BUTTERFLY VALVE'S ANS (1) 6" GATE 541.55 AND (0 18•X8"4? (1) 24"rf5' AND (1) 18'X14" REOUOE5 (1) 74" TEE; AND (1) 18' 45' WEND,. AND (1) SOLID SLEEVE W/ 61E54 LUG RESTRAINTS (SEE .0854,50 SHEET 4/05) 491699100 £ 5¢0190]60 ALIGNMENT D" (SEE SHEET 70) 5TA, 201+35 850/8 5101FENDS INSTALL 91 TOP OF EMBANKMENT $dP92.?DIS 24/0 Y/AifRUNE-1HSu(41ON (SEE OET.4IL SHEET 02) WETLANDS AREA; CONTRACTOR- YO MEET ALL R£QUIREM5N75 OF 112 ARMY CORP OF 0/5TUR8ANC5 5 .4RS 57080) 8(5YON0OA55 FEND£ DAMAGE TO WIN COMPACT ETLANDS OTHER THAN SPECIACALLY 25055 SHALL BE MITIGATED 8Y THE CONTRACTOR AT MDR EXPENSE PLAN VIEW ALIGNMENT 'B" /ryy 0(0�696D i <06' STA. 200+00. 1NSTA 147(18" TEE STA, 200+10,' 1NSTA0L (7) 18" CROSS, (2) fS" AND (1) 6" GATE . 7VALVES,' (1)-18W";450 (1) )4"X78" REDUCER, (1) 78•" 45" _BEND (SEE DETA8 SHEET 4/05) 200+58.81 ELEV. 5317, 46 STA: zOQ7'9 +.42 ELEV. 531857 ...:... .......... LIP. STA: 202w02.40 ELSE 5310.18 1� STA Arldimmiri SCALE1 " = 201Q'uETrr NOR.. 1"= EXISTING GROUND -------- SLR 205+80.0''E1 .5372.73 n NZ awn F-- O STA: 201+8010 ELEV.. 5310.81, 575 201+91.80 SLEW 5210.32 15" sA5 0905. 0818 `EATERLINE 1,7 004710N ry ....... .. S DETAIL SHEET 02) N 2 STA: 202+05.11. . ( V: 5 ....... £1EN. 5310.19 hMV-4M y `RAN PROFILE ALIGNMENT 'B" NOM INTERME01AT0 STATIONS AND ELEVATIONS THAT ARE SHOWN ARE FOR REFERENCE ONLY. 550000 N 200+00 O a m 0 m 10 n K m 4/ `h w a 44 rn ro 10 m 200+40 200+80 201+20 207+60 202+00 202+40 202+80 203+20 203+60 204+00 204+40 204+80 205+20 205+80 208+00 2 4. SCHMUESER GORDON 1 MEYER C•IQt,11&++9 6 500V g YOR3 SCHMUESER GORDON MEYER 1 1 6 W. 611i STREET, SUITE 200 GLENWOOD SPRINGS, COLORADO 8 1 60I (970) 940-1004 FAX (970) 940-5948 ASPEN, COLORADO (970) 925.6727 CRESTED SUITE, CO (970) 349-5355 —E-mail: artgine11511510 0c.com CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT N E REVISION 00 85 FOR 0/0 5/21/o, 80.01E FOR CONSTRUCTION !0/02/5 80u, WATER LINE P & P STA 200+00-206+00 Job No. 990554--^ 191 Drawn by: 0.J.M. 03-06-02 00; RAW-O6UP O6 o 27 it 6 6 B 5 5 a 5330 5325 5320 /ctrl VO C> N C .45.,4.+5.75 F %46��,3), PIPS 00011"5,5 NOM sr FP,PC j{414,FACNR9R MUM -0 TC OF P' TO FSIKVJFY N N (91604202 1 RLlCNI/(,0' SNJW+,, l F 510,&3989 �y !8 My'YIB'IY 77„5. t •� 7+8 56' 16tr PLAN VIEW ALIGNMENT "8 A 5310 • 5305 DAWN LLEV 6800.00 Q SCALE- 7' m 20 HORZ. S " a 5' VERT STA: 2074-4610 05E5 531382 STA; 207+2751 ELEV.' 5313.73 E75571N0- GROUND • ........ ----- _—_7 7,T_,_7._ 7.0 O Z STA: /NSTAL 7+67ER /N 4 75. 0 C905, 0578 5 C905, PROFILE ALIGNMENT "8" NOTE, 1N7ERMED/ATE 5*4770/5 AND REFERENCE ONLY. ELEVA170N5 TNA* ARE SHOWN ARE FOR 5TA; 21203 82 91.571166 16'X6" CR 55. w/ 76' ' ' 9TLY 19L'VE. ()4), ' 18'512" 0E0. (E), 8" CATE VALVE (5), ANO 8'56" REO. (A) w/ 6" GATE VALVE ANO FH ASSEMBLY, .. ... 0655.5.714,85 '4 m V1 O h O n O n N O 0, ti h '0 n '6 ti '0 h 2.064.00 205040 2064,80 207+20 2074-60 208000 208+40 208+80 209+20 209+60 2104-00 210440 2104.60 z11+20 211+60 212+00 SCHMJESER 1 GORDON 1 MEYER CNOt,ti4RS A SVRVEY003 SCHMUESER GORDON MEYER 1 [ a W. 6TH STREET, SUITE 200 GLENw000 SPRINGS. COLORADO $160 (970) 945-1 004 FAX (970) 945-5948 ASPEN, COLORADO (970) 955-6727 CRESTED 8U17E, CO (970) 349-5355 5-n47 Bn9in®61es60 5i6.W+, CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT 8ER 5015105 0111E 9Y FOR 810 06/29/05 2 RE7C45( 905 CONSTROCIION 10/03/05 BOP/ WATER LINE P & P STA 206+00-212+00 Job No. 99055A-791 Crown by; Dafen: 03-06-02 O7 50 PE' P707,- 07.0R40-0775 OF 27 a 5 JI 4/ ROCK PILE STA1 300! 18x1. (s), VALVE N4 cS PROVIDE 6' CHAIN LIN £'NCE w/ 0008/0' CAT£ 16' 1410/ r0 WEST RUN Ar NORTHWEST CO- ER. FOR DIRECT ACCESS TO IRA .FORMER AND 801/01/16 PROVIDE 'SP AND LOCK. NOTE ALL INTERIOR PIPING, ALL 36" PIPE, & ALL 18" PIPE EXTENDING TO 18" BUTTERFLY VALVE OUTSIDE" BUILDING SHALL RE INCLUDED IN THE LUMP SUM PRICE OF THE PUMP STATION, 417 17 2632.12 (C -0a STA, l 0'(5), •NST4LL 187/8" 8R/" VALW O/ . 25' " RED. (E), 8' OATS VALVE N0 8x8" RED. W/ 6° CATE AND FH ASSEMBLN (N). 844.53/12 556 52 25' 6"/64650 'P0 P 1+79950' (45. THIS SHEET) STA, 212647. END 49856.1948 O E 572692656 STA. 2/2638.82, IN TAU, )1' MN w/ 12" MAG.. METER. (SEE 0eo 17'4/7 ON SH 78) E 777S'.2743 ALIGNMENT C' (SEE SHEET 0 71)8 . fyY5g4 3,784 •i 11F> 1kOrTgM4Kf g t17jNf SgTTq ORF 3/S&a PUMP STATION SITE LAYOUT 5350, ..... , 5325, 5320 5315. PRESSURE 71LQNS000Fl7 INSTALL w/ PRESSURE 54198001 (SEE 5PE78774RONS) 314' EPDXY C0A78/7 18551417 5400/5 4" 7.I01710 F520 PRESSURE GAUGE 0-200 Psi 6 /17ALL 47/ PRESSURE 5516988 FULL PORT BCL/ VALVE PRESSURE TRANSDUCER DETAIL NOT 70 51941E PROPOSED PUMP HOUSE (SEE 74115' 7;4172 EX /5/7410 SRCUNO . ' fir. STA: 212638 84 Q INSTALL 12" FLOW METER 1N 4' I.D. MH 47.844 1.5314436 srlt ,▪ 12+.4774/ ELLY.. ,#.5414.88 STA: 212+2.82, INSTALL 53'70 78'X8" CR .S5 W/ /8' BFLY'VAL'VE'(W), • 78"x12^ REO. (6), 8" DATE VALINE (S), AND 87(6" REO, (N) w/ 6" CATE VALVE AND FH 455£1877, 5305 ...... / , .... . 36" PVC INLET PIPE /M! .EL: 5308.87 04711.4 51,E5 5300.00 "' 36" 670 1NLEF /7166' . INV. EL. 530457 SCA(£ 1" = 20' HORZ. !'" = 5' VERT• 77. 4,4 444 of h h FLA 212+00 272640 212.180 215620. A46867 (12T6 .2487, olehor each ma approx. 20 IF 440 of MO 56414. Soo Aelo6446, 1 for anchor size. 36" HOPE Pipe P11618 MOTOR (7177.) Wee REDUCER 8' BRAY wS 8187E577.7 VALVE w/ LEVER OPERATOR 8" PRESSURE REZ/EF VALVE FF 532x50 36' PM 7A57 141 PLACE 5308.37 INTAKE- PIPE DETAIL Not To Scale UNIFLANO£ a' FZ,PE WALL POPE 78" 951/8417' 481115749/5 PIPE SUPPORT STANCH/ON WMTN 51858 0017 70 FZOOR. 14 -..15x20 70N0RE15 PPE 2799017 W/ ANCHOR 577145 1 /"--". 1 "1 7 71 ▪ 7.0.5. 2301.37 GUIDE sPACKET AB _ NEEDED (115) 317 PVC CAST IN PLACE A 29' 8- am 5'-10 45/75165 T/450L27£R (SEE SPEC/MATIONS) AIR 8E187SE W/150. K4CVE FROM POND 1 35' APS 17-72 INLET 92,5 OV ER11FA0 01107E CRANE 8/ LOW H£AOROO8 IRO/LEY SEE ST51707U11AL PLANS 6' 1" FLOOR 084141 0/1718/1, 1NSYA11 90' BOYO w/ SVC SCREEN. 15' s" FROM POND 19 36' 805 N-12 /NKE7 P/PE 544417.141E 50055 204 W017WA0007E0 / SLU6EOAT5 FOR 36" 014148TER 0019194 W/ 5EDESTAL A00 CRANK 0/1584 OR, 815410 57E18 W/ 7055 AN0 5195 47/77 (7) 4LUMf678 740075 W/ S'LAO L/107/15 118 __ 1.0' 72' !1 t1 II 5 IE I I 11 18x!2" WYE (7177') I 13 r8'x0'R7GUOE74 � �t61'!"fi B" LU0050 SAY VALVE ' -II E A 8'- r0i " -50 6 55/44 7 8 P0677.-FA0.- P170470E 70755 PLATE 10 72" SUMO FUNGE 19,492 7 OCR �.� 8/86 EOM S" CL! -VOL MODE4 20-07 BKCO ANODE CONS'/1070N PRESSURE PEWEE ANO 511705 ANPC/PAIOR VALVE W/ X005 LEW 18/15' TAPPING 54001E rs" NE- W/ EEW/ LAPPED BLNO FIANCE IB" /1 /FTAN05 10' F/4Fi WALL 8185 !e" 115FI091E 18" 90' SENO 10" OUTLET PIPE 70 WAr£R MAW VERTICAL TUR8INE PUMP (5Y5) 7841/7"417 & S7E81 2-84/1 ALUMINON 7111173587 REMOVABLE SE07708 ACROSS WANOING. Orts7. ECCE OF POND ACCESS 4487748 PRESSURE TRANSDUCER 455858/7 SEE DETAIL 18. 7£0' (880/11) 18' 90' SENO (07/0/7) ARV 1" AIR 6/15450' VALVE CONCRETE PIPE 5UPPOR7 W/ ANCHOR 57!/45 4/ R6675660 72' BRAY L17O $7YLE 61/17FRFL7 VALVE 8/ 517EEL OPERATOR (ry7.) -15" 17817, SPOOL W/ 58781/15 COUPLING r4/ 4/10020' (1591) 424 544_7/8/- 470DE8 -061 41450E0 'SYN.1777'CH£CI4-V4/5857 r5R.)..........:.•.. «... -49 - -1111 .... 1. 1 U17774SONIC LEVEL 5/N5IN8 DE,876 18074110'0 ON 6' FIANCE 001/51/' 00085 16578// 19' 5000 SLEEVE AND 783112' 8507/58. 55787/7 RS57701 ALL 0090M BUILDING LAYOUT 1/4"= 77448/1. OPER4708 FOR 51/1/70' CA7E (40876 (56/' 50700I0R44 PUNS) /58 5302.87 9" AOTIMU5 DISTANCE BETWEEN 5077074 OF PM' COLUMN 8551)18/7 AND 45%340'/7 F1005 BUILDING SECTION 08 1/4"= 1'-0" y 'gm EXTEN, AWE AT 4:1 TOA DEPTH OF 530200 EW/LD 25 FT, WIDE CHANNEL AT 0.094' SLOPE AND 2:1 SIDE SLOPES ro CATCH POINT IN POND. (APPROX. 250 if FROM TOP OF SANK TO CHANNEL CATCH 80/0/7; APPROX. 400 C.Y. OF MATERIAE). SPREAD SPOIL MATER/ALS 141 807TOM OF P05/0 04)7510£ LOAM OF NEW CHANNEL. 4108-$RR696 85015' 1 ' /N1E7 PIPE t 65 LF O// 38"HDPE\ (17 TO /711.0 501/01110415 76'7E7' PIPE .h 00 LP OF 36' HOPE (17r m F7EL0 70x015065 2' 5" /2"178' 6.601/CER 8' VENT 8IP5 THRU WALL 880870E 90' SENO GOWN W/BUC SCREEN CAP (TVR)- "..... 9" (((R.) -I 12" 57A/Nl.655 5156/ PIPE SUPPORT its' BURY 10 MEOAFl4NCE RxPE 747.411 PIPE 149/1714/144 18000'5 e47w1"LL 31/4/5 BUILDING SECTION 7/4"= 1'-0" SCHMUESER 1 GORDON I MEYER SN0INEc45 S 51,157770745 SCHMUESER GORDON MEYER I 1 8 W. 6'544 STREET. SUITE 200 GLENwoOD SPRINos, COL -ORAD° 8 1 601 (970) 945-4004 FAX 4970) 945'5948 ASPEN, COLORAD° (970) 925-6727 CRE5TE0 BUTTE, CO (970) 349.5355 4/ 9/14 en91n847@1818-I1w,4;470, CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT NUM- BER 851437017 74415 B FOR 870 8/30/05 !,AP 2 400ENOUM 7 3 86/0'856 FOR 50115540771070 05/7//85 TO/03/05 3041 WATER LINE P & P STA 212+00-212+80 & PUMP STATION Job No. 990554-191 gown by.• CAP 0964: 03-8S-02 001 PE- Fir4: 371/61748-06/'77 0/' 08 27 P Qc 1 �� / BAILEY LAKE • / PROPOSED . �--• . -.., �' PUMP NOUSE .' �� . (5EE SHEET 03) -�... _ .. _..... _ .. _� -'� �..; /> . mit Aa"# n la'w Arw..-"--1—.,,' �.* ANN NISW .----,... arw-,iib . .b'W-.--------------.4YW W'7Y Ne Flstr 5 8 8 8 515. 306+00 4,5) = 2t2.#22.82 (£-W),z INSTALL 18'X8" CROSS o'.18" &FLY �O VALVE (W), 1,91,-12" RED. (E);..:8" GATE VALVE (5), AND 8x6" RED. w/`6" CAT£ VALVE AND PH ASSEMBLY (3), N wal+.slsx E 31755 4711 1� ALIGNMENT '8"r....._. . . �.. (SEE SHEET 08) PLAN VIES/ 5330 5315 5320 I. MATCH SHEET ............................. ...-.... .... STA: 15x15" w/ 8" EGE1F ) 07 .... •............. .300+00 INSTALL R£O. (E), CATS VALVE 531485 18'1'8" 8" CAr5 VALVE ANO FH A5SEM8LY ' ' ' � �...............-....�... CROSS w/ (S), AND ........ t8' 8F)Y VALVE 8"x$" REO. • ,•................... ... (W). (N)'1 N)(y �,.� , �................... . . , . ,..___...-,_7_-......-.. '''''''' EX75TIN9 GROUND.. .... .,... ... ... -.- ALIGNMENT . . . �� ........ --.-_...,.__.»-_..._.-____.•.,,.._--...._�___--__..-_...�__-___-..----..r--..-..-_..»---"'"_-____�., .... 'Cr . ........... ,. . . . ........ ........ ,..... , , . . . . ....... . ,. .,•,•,..... ... � � ... . .. ...� � � � �..... .. ...................... ......�� • ,.. ...�.(')s g .,..,.:....: ....... .......� ,...���/� ........�.�. r ....:........... 5310 •...,...........,.........., ........ .. ....... let4voirb7woret .......... PRQFILE..........................................j2[y, .............. ....... ........... ...,.... .. 5305 ............... 1" .9014 47.1 ®29' HORZ " .. . ALIGNMENT "C" NOTF, w' . Q .i 0� 5& DATUM ELBV 5' VERT. lN7L"RME0573 REFERENCE 55477055 AND ELEVARON5 ONL5. x1455 ARE' SHOWN ARE 4/05 IF" 5300,09 ' N hl N. M .41 N. h h n M 'T m h l b Yl N „...,:•.,., .4 3, N 3,3]h W M q! ca N h n h 4'1 N. h h v. IS N ^i 'n «,H h N ^Nx h h N "1h N h O H h O N Vf q "N '1 q h h W, N lt 0 h ''N 0 N h ti O IN Vl h Vl N h h V h 0 ti Hi u1 U "'N h m n ry 300+00 300040 300+80 301+20 301+60 .302000 302+40 302080 303+20 303+60 304+00 304+40 304+80 305+20 305+60 306+00 306 SCHMUESER CORDON MEYER ' NUM- B REVISION ONE R5 Jab No. 99055A-691 6 i i 8 W. 6TH STREET, SUITE ZOO CITY OF i � 1 J,L FOR �p �. WATER LINE P & P 0+ by: 0.J3, 09 GL„ENWOOD SPRINGS, COLORADO 8 150 I Z RfCBRSE FDR GQNSrn 52/05 15/01/05 BOW (970) 945-1004 �, (970) 945-5948 �YZA{ TE1? RiELA TED ,1 y� r� �+ 05&' 03•-06-D2 SCHMUESER-GORDON MEYER CRESTASPENCOLORADO (970) 925-6727 CRESTED 6ur'Tg, CO (950) 3A9.5355 IMPROVEMENT PROJECT 6----, si/ r�oo'� &t/Th)oV'{"oo aa, [Pe: OF 27 ` E461N6Sfl3 A SUfl VEYOflS E.rtinEE: EI19it,RdS 51) .E(14,Wfl1 f7p. R/FZERAw-OUP J 0) 5330 5325 5320 5375 5310 5305 947801 81.&7 5360.00 STA. 3074.04.41, INSTALL OUTLET STRUCTURE, (7) 8" 047E VALVE (SEE DETAIL 016 5115£7 49206.6432 5754029 PLAN VIEW ALIGNMENT "C" 3061.00 J061-40 305+80 SCHMUESER I GORDON MEYER c mcsiNeeR9 a 3ugveYONs (N) = STA. - 9'400+00 (S) 200+10 (E–w), 46151-81.1. (1) 18"0 CROSS, (1) /18"01 (2) 14"51 8UT7E77FLY VALVES AND (1)6"057.YAE 500 (1) 18"),15" 1)'"24 x18" AN0 (1) 181( 4" REDUCER, 14" 7£E, AN (1) 18" 45' ANO (1) 110 SLEEVE IH, L00 RE TRA1515 (SEE' 0 5HE5/4/05) [ Z.= TA. 400+56.30. INSTALL OUTLET STRUCTURE (SEE DETAIL A/10) 0)16'6562 E 559524029 EXISTING SETTLING POND PLAN VIEW ALIGNMENT "D" 5330 5325 5320 5375 5310 5305 PAM' MET —7'580.-0"L-1 ST CRE5S VAL 24 400408 I (2) 18 Es (1) 18 18" RE0UC• STALL (1) 1' A110 (1) 6" 6" AMO (1) ", (1) 18" 2 r /00571/10 01101/N0 STA. 00+58J0, / STALL 7011.87 SIR 108£ (SEE'£7471 C7 � -.E 574: O 4.04. IN A 0111 ET 50RUC7055 (1) 8" CAIS (SEE DE7AIL T 1/5 ANO VALVE SHEET) O .......... mumi A" Iii [Qp.I eniZ OR1.4 11111° f in R ,. AL GNME N tl PROFILE , .. h h ALIGNMENT "C" 0 M h m H h n N N N O n h h . V tb ^ h 3061.00 J061-40 305+80 SCHMUESER I GORDON MEYER c mcsiNeeR9 a 3ugveYONs (N) = STA. - 9'400+00 (S) 200+10 (E–w), 46151-81.1. (1) 18"0 CROSS, (1) /18"01 (2) 14"51 8UT7E77FLY VALVES AND (1)6"057.YAE 500 (1) 18"),15" 1)'"24 x18" AN0 (1) 181( 4" REDUCER, 14" 7£E, AN (1) 18" 45' ANO (1) 110 SLEEVE IH, L00 RE TRA1515 (SEE' 0 5HE5/4/05) [ Z.= TA. 400+56.30. INSTALL OUTLET STRUCTURE (SEE DETAIL A/10) 0)16'6562 E 559524029 EXISTING SETTLING POND PLAN VIEW ALIGNMENT "D" 5330 5325 5320 5375 5310 5305 PAM' MET —7'580.-0"L-1 ST CRE5S VAL 24 400408 I (2) 18 Es (1) 18 18" RE0UC• STALL (1) 1' A110 (1) 6" 6" AMO (1) ", (1) 18" 2 r . --4 STA. 00+58J0, / STALL 7011.87 SIR 108£ (SEE'£7471 NS £ET) ELEY. 5 15.21 .......... mumi Iii 11111° f in AL GNME N tl 41 ,' , qi h h SCHMUESER GORDON MEYER 1 1 6 W. 6Th STREET, Sunt 200 GLENWOOD SPRINGS, COLORADO 81601 (970) 945-1004 FAX (970) 945-5948 ASPEN, COLORADO (970) 925-6727 CRESTED BVrrS, CO (970) 349.5355 £-mall: enOneei(ujsgIn4nc.com 400 00 400#40 5' 8" 1111All SPLICE ACROSS Ili i OPTIONAL itairtrilimmit Jo C /4 EOOE 8585 N07F. /N7E"RNE0I4TE 5745095 AND ELEVATIONS 7147 485 510515 .485 FOR REFERENCE ONLY. CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT NUM- 8ER REV751UN /4 0 7 14 HOOPS PLAN /4 BARS BONO 7/170 510EIYALL5 2 ��1liiii 3 �4 ®f2 " , i.. 14 EDGE OAR gh.t�1.71°011.' 2" COARSE GRAVEL 1��1A� cy mda i i. 7�IeILL`�"iPllltlgll�lm"l�If• 00722 –21" 6 2'-5" /4 0 12 14 HOOP .:SECTION A -A —5' 0" DATE Y FOR 610 5x/29/91 2 8E4545% 40/ CON$TRBCTION /0/03/05 807/ 10" SPLICE 0P710/541. sEcrroN c -c 4 500E BAR SAUCE ACROSS g 085/0NAL s" 14 H008 SECTION D—Q ,5'ECrloN E t•' OUTLET STRUCTURE DETAIL SCALE: Mrs. WATER LINE P & .1 ALIGNMENT "C"& "D Job No. 99055A-191 Orown Ay' D.J.M. 0afo: 0305-02 00- F'fo: R10ERAN-405/4 OF 10 27 , 1 2 1 1 1 5, 5 5 5, 5, 5 5. 5 5 109+00 5 344 544, 5 3 346 53 33z ., l 5352 54 — -_,. -.__ ..» .,.....- ,.. — — ..--' 5 r5, _ ._-__ --_ ._...._.- '5 ti r4 5 5346 3-r--- \ N. 5 ` 5 18 \ ` ` - ... ` 5 144 ." ` 544 5 140 ,.. .... 5344 h n 4 3E � e 14P^ ' 34 \ \ „l ETF .5 '- 1" SKS s .-... 125 OT 105+50 52 48 44 4P 36 '2 1084-60 av ., l 5352 54 — ..- ..» .,.....- ,.. — — ..--' 5 r5, _ ._-__ --_ ._...._.- 'ads ti r4 5 5346 3-r--- N. 5 ` 5 18 \ ` .......... ` 5344 ... n 5 144 ." ` 544 140 ,.. .... 5344 h n 4 3E � e 14P^ ` \ \ 5334 ETF >.. '- 1" , 1084-60 av ., l .,..-....._-..__....__ 54 4 ..- - -----'l--.--.---- 5 r5, _ ._-__ --_ ._...._.- 'ads r4 5 3-r--- N. 5 (45 5 5344 \ ` .......... 48 4-3IMMENO ... n 5 144 140 ,.. .., h n 4 108440 53 5 105420 56 2 48 344 340 356 5352 5 5 J 5 5 5 5. 5 a 5. 5 5 5. 5 5 5 5 5. 5, 5 5. 5. 5348 5 0 ., l 54 54 4 _ ._-__ --_ ._...._.- 'ads r4 5 3-r--- \ 5 5344 \ ` ` 48 4-3IMMENO ... n ,.. 53 5 105420 56 2 48 344 340 356 5352 5 5 J 5 5 5 5. 5 a 5. 5 5 5. 5 5 5 5 5. 5, 5 5. 5. 5348 5 0 53 105+00 5 109+80 54 4 5.756 5755 '44 ----....,.----.-_u.--._moo..- r4 .4--_MIMIIIIIIMIIMIIIIIM���5 3-r--- \ 5 5344 \ ` ` \ .. 4-3IMMENO ... 140 ,.. 53 105+00 5 109+80 109+50 48 344 340 3'8 5332 '1 4 '44 r4 .4--_MIMIIIIIIMIIMIIIIIM���5 \ 5 MMIIMMINIMMIIIIMIIIIIIIIIINIMMINNIMIIIIMMIIMI \ ` ` \ .. 4-3IMMENO 140 NINIMIMINNIIMINI_5 4 1`. \ 3E (4(1 ` \ \ 5 5.3 \ �� 125 OT \ \ • ' r',1' 5 . A iq \ 132 ` (24 , 5 5 (24 ,--4..c 514 e 5 324 525. i 109+50 48 344 340 3'8 5332 '1 4 r4 .4--_MIMIIIIIIMIIMIIIIIM���5 5 MMIIMMINIMMIIIIMIIIIIIIIIINIMMINNIMIIIIMMIIMI \ ` ` 4-3IMMENO I4 NINIMIMINNIIMINI_5 4 33.� \ (4(1 ` \ \ 5 \ �� 130 OT \ r',1' 5 iq \ 132 , 5 5 (2#. �x e 5 324 525. .., 4" 6 109+40 328 324 20 Y6 352 348 44 340 336 332 328 24 320 52 48 44 3 340 336 32 28 5 32. _ ... .. ..t.i24 535. 53 534 534 433 533. 532 109+20 .4--_MIMIIIIIIMIIMIIIIIM���5 MMIIMMINIMMIIIIMIIIIIIIIIINIMMINNIMIIIIMMIIMI \ ` 4-3IMMENO NINIMIMINNIIMINI_5 ��5 33.� ` 24 320 52 48 44 3 340 336 32 28 5 32. _ ... .. ..t.i24 535. 53 534 534 433 533. 532 109+20 352 .5348 5344 340 5336 5332 5328 i SCHMUESER 1 GORDON 1 MEYER lnGln(CgS 6. 94RV[YORG SCHMUESER GORDON MEYER 1 8 W. 6114 STREET, SuiTE 200 GLENWOOD SPRINGS, COLORADO 8150 I (970) 945.1004 FAX (970) 945-5948 ASPEN, COLORADO (970) 925.5727 CRESTED BUTTE, CO (970) 349-5355 £-maI1: anginaar. s4m,Inc.com CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT 5R RENSYON DATE DY' FOR 85' 00/14/45 2 RELEASE FOR OON5TRUO5ON 15/53/05 80W CROSS SECTIONS lob Na. 99055A-191 Drown 6y: W. Dao: 0.5-30-03 OG PE: File: R ECRAW—/1VP 1 11 OF 27 \ ` ` OT r',1' iq 352 .5348 5344 340 5336 5332 5328 i SCHMUESER 1 GORDON 1 MEYER lnGln(CgS 6. 94RV[YORG SCHMUESER GORDON MEYER 1 8 W. 6114 STREET, SuiTE 200 GLENWOOD SPRINGS, COLORADO 8150 I (970) 945.1004 FAX (970) 945-5948 ASPEN, COLORADO (970) 925.5727 CRESTED BUTTE, CO (970) 349-5355 £-maI1: anginaar. s4m,Inc.com CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT 5R RENSYON DATE DY' FOR 85' 00/14/45 2 RELEASE FOR OON5TRUO5ON 15/53/05 80W CROSS SECTIONS lob Na. 99055A-191 Drown 6y: W. Dao: 0.5-30-03 OG PE: File: R ECRAW—/1VP 1 11 OF 27 2 5 5344 5340 55.35, 5332 5328 5324 5320 5316 5312 5348 110+75 -40 -20 0 110+50 3344 5340 5340 5336 5335 5332 ✓332 5325 6528 5324 5324 5320 5320 5316 5316 5372 5512 5508 20 5344 5340 5336 5532 5328 5324 5320 5316 5312 5 5. 5. 5 1.. MIINIIIIIMMINIMMIIIMIIIMIIIIMII IIIIIIMIIIIMIIMMIIIIIIIIIIIIMMININIMMINIMIIIMINI EMMEININIIMMINEINIIIIIIMMIlmminlaMIE 1\ ME= MINIMII= IMIMMENomminlINIM l RIM= MMIIIIIIIIIMIIIMMIIINI -40 -20 0 110+50 3344 5340 5340 5336 5335 5332 ✓332 5325 6528 5324 5324 5320 5320 5316 5316 5372 5512 5508 20 5344 5340 5336 5532 5328 5324 5320 5316 5312 5 5. 5. 5 -40 -20 0 110+25 5345 5544 5340 5356 5332 5328 5324 ✓320 5316 5312 20 344• ...-•--- • 740 136 `v • • 732 • • 728 724 ..m.,:-.... _\ 320 315 4 4, , 5346 5344 5340 5336 5352 5328 5324 5320 5316 5312 -40 -20 0 110+00 5346 5344 5340 5336 5332 5328 5324 5520 5316 5312 20 • • \ `• £057750 • ` ` -:47,SF.11 24" 0 C905, DRIB \\ •5GRACE 7 24"5 •, 1 A M ` N.-- -a d 4 78h -40 r -20 0 SCHMUESER 1 GORDON ( MEYER 414OI4.44R9 Q 9URv4YOR9 5340 5336 5532 5328 5324 5320 5316 5312 5308 111+75 N 5344 5540 5.356 5332 5328 5324 5320 $316 5312 5308 5348 5344 5344 5340 5340 5336 5376 5332 5332 5528 5328 5524 5324 5320 5320 55/6 5376 5372 5312 5308 20 ; -40 -20 0 111+50 5340 ✓336 5332 5328 5324 5320 5316 5372 5308 20 2 - 40 -20 0 117+25 5336 5352 5328 5324 5320 5316 5.312 5308 5336 5332 5328 5324 5320 5316 5312 5305 5540 5336 5332 5340 5528 $736 5324 5332 5320 5328 5316 5324 5312 5320 5308 5316 20 5312 MIIIIIIIIIIMMINNIIIIIMINIIIMIIIIMININI MINIIIMMIIMMINENNIMMMEMIMENIIIMMINI IMIIIIIIIIIIIIIMMIIIMINEINIMMIIIN MIIIMIIMINIIMII -__ MINIIIIIMIUMMINIEMNIMININENIMENIMIEME MIIIIIIIIIIMIMMINIIIIIIIIIMMININIMEMMIENIIIIIIIII IIIINMENIIIMMEMMINSINIIMMIIIIIII MIIMEIIIMINEMINMINIMEN - 40 -20 111+00 5344 713+00 1„, ,\ , -40 -20 0 112+75 5336 5x52 5328 5324' 5320 5316 5312 ,+308 20 4) n -40 -20 0 112+50 5336 5332 5328 5324 5320 5316 5312 5308 20 5308 5340 5336 5340 5332 5336 5328 5332 5324 5328 5320 5324 5316 5320 5512 5316 5308 5.772 5308 28 • ti\ - 40 SCHMUESER GORDON MEYER 1 1 8 W. 6TH STREET, SLATE 200 GLENW000 SPRI/'RSS, COLORADO 8 1 601 1970) 045.1 004 FAX (970) 945-5948 ASPEN, COLORADO (970) 955-6727 CRESTED BUT-rE, 00 (070f 349-5355 E.54; enginee,4nThano.com -20 0 5344 5540 5340 5336 5336 5332 5332 5328 5328 5324 5324 5320 5320 5376 5316 5312 5312 5308 5308 20 • • • `, ` •\ 845 - 40 -20 0 712+25 5540 3336 5332 5328 5524 5320 5.318 5.412 5508 20 • \ ro 4)745 - 40 -20 0 112+00 \ ro 45 CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT - 40 8£R 1 -20 RES4510// FOR 8!0 RE5Ea52 FOR G'0N$7R4/CRON 0 5540 5556 5332 5328 5524 ✓320 \, 5375 %b 5312 5308 5340 5336 5532 5328 5324 5,320 5376 5312 5308 20 5332 5328 5324 5.320 5316 5,312 5305 5356 5352 ✓325 5324 3320 5376 5372 5508 5358 5532 5328 5524 5320 5315 5312 5508 5336 5352 552.8 5324 5320 5516 5512 5308 5336 5352 5328 5324 841r 87' 06/2P/as 10/OJ/o5 80+' 114+25 • • 4, \` \`, r\ `- \ RI - 40 -20 114+00 5352 5328 5324 5320 5316 5312 5308 20 `„., • 5. h 45 - 40 - 20 113+75 3356 5532 5528 5524 5320 $376 5512 5308 20 T • k1h h - 40 -20 0 113+50 41111111111§ IINIMMEMENE MUNIMENIMINIMMEMONIMINNEMIIIIM MiSMIMMIE ��a AMMMO -40 - 20 0 113+25 • • / - 40 -20 CROSS SECTIONS Jos 84k 99055A-791 Orvwn 6y P.J.M. 041,: 03-06-02 5336 5332 5328 5324 5320 5316 5312 5308 5356 5332 5328 5324 5320 5316 5312 5308 55.15 5352 5328 5324 5520 5376 3312 5,308 20 12 041 Via; Rlf2FR4W-f1V5 OF 27 l MIINIIIIIMMINIMMIIIMIIIMIIIIMII IIIIIIMIIIIMIIMMIIIIIIIIIIIIMMININIMMINIMIIIMINI EMMEININIIMMINEINIIIIIIMMIlmminlaMIE ME= MINIMII= IMIMMENomminlINIM RIM= MMIIIIIIIIIMIIIMMIIINI -40 -20 0 110+25 5345 5544 5340 5356 5332 5328 5324 ✓320 5316 5312 20 344• ...-•--- • 740 136 `v • • 732 • • 728 724 ..m.,:-.... _\ 320 315 4 4, , 5346 5344 5340 5336 5352 5328 5324 5320 5316 5312 -40 -20 0 110+00 5346 5344 5340 5336 5332 5328 5324 5520 5316 5312 20 • • \ `• £057750 • ` ` -:47,SF.11 24" 0 C905, DRIB \\ •5GRACE 7 24"5 •, 1 A M ` N.-- -a d 4 78h -40 r -20 0 SCHMUESER 1 GORDON ( MEYER 414OI4.44R9 Q 9URv4YOR9 5340 5336 5532 5328 5324 5320 5316 5312 5308 111+75 N 5344 5540 5.356 5332 5328 5324 5320 $316 5312 5308 5348 5344 5344 5340 5340 5336 5376 5332 5332 5528 5328 5524 5324 5320 5320 55/6 5376 5372 5312 5308 20 ; -40 -20 0 111+50 5340 ✓336 5332 5328 5324 5320 5316 5372 5308 20 2 - 40 -20 0 117+25 5336 5352 5328 5324 5320 5316 5.312 5308 5336 5332 5328 5324 5320 5316 5312 5305 5540 5336 5332 5340 5528 $736 5324 5332 5320 5328 5316 5324 5312 5320 5308 5316 20 5312 MIIIIIIIIIIMMINNIIIIIMINIIIMIIIIMININI MINIIIMMIIMMINENNIMMMEMIMENIIIMMINI IMIIIIIIIIIIIIIMMIIIMINEINIMMIIIN MIIIMIIMINIIMII -__ MINIIIIIMIUMMINIEMNIMININENIMENIMIEME MIIIIIIIIIIMIMMINIIIIIIIIIMMININIMEMMIENIIIIIIIII IIIINMENIIIMMEMMINSINIIMMIIIIIII MIIMEIIIMINEMINMINIMEN - 40 -20 111+00 5344 713+00 1„, ,\ , -40 -20 0 112+75 5336 5x52 5328 5324' 5320 5316 5312 ,+308 20 4) n -40 -20 0 112+50 5336 5332 5328 5324 5320 5316 5312 5308 20 5308 5340 5336 5340 5332 5336 5328 5332 5324 5328 5320 5324 5316 5320 5512 5316 5308 5.772 5308 28 • ti\ - 40 SCHMUESER GORDON MEYER 1 1 8 W. 6TH STREET, SLATE 200 GLENW000 SPRI/'RSS, COLORADO 8 1 601 1970) 045.1 004 FAX (970) 945-5948 ASPEN, COLORADO (970) 955-6727 CRESTED BUT-rE, 00 (070f 349-5355 E.54; 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Rlf2FR4W-f1V5 OF 27 l 5346 5344 5340 5336 5352 5328 5324 5320 5316 5312 -40 -20 0 110+00 5346 5344 5340 5336 5332 5328 5324 5520 5316 5312 20 • • \ `• £057750 • ` ` -:47,SF.11 24" 0 C905, DRIB \\ •5GRACE 7 24"5 •, 1 A M ` N.-- -a d 4 78h -40 r -20 0 SCHMUESER 1 GORDON ( MEYER 414OI4.44R9 Q 9URv4YOR9 5340 5336 5532 5328 5324 5320 5316 5312 5308 111+75 N 5344 5540 5.356 5332 5328 5324 5320 $316 5312 5308 5348 5344 5344 5340 5340 5336 5376 5332 5332 5528 5328 5524 5324 5320 5320 55/6 5376 5372 5312 5308 20 ; -40 -20 0 111+50 5340 ✓336 5332 5328 5324 5320 5316 5372 5308 20 2 - 40 -20 0 117+25 5336 5352 5328 5324 5320 5316 5.312 5308 5336 5332 5328 5324 5320 5316 5312 5305 5540 5336 5332 5340 5528 $736 5324 5332 5320 5328 5316 5324 5312 5320 5308 5316 20 5312 MIIIIIIIIIIMMINNIIIIIMINIIIMIIIIMININI MINIIIMMIIMMINENNIMMMEMIMENIIIMMINI IMIIIIIIIIIIIIIMMIIIMINEINIMMIIIN MIIIMIIMINIIMII -__ MINIIIIIMIUMMINIEMNIMININENIMENIMIEME MIIIIIIIIIIMIMMINIIIIIIIIIMMININIMEMMIENIIIIIIIII IIIINMENIIIMMEMMINSINIIMMIIIIIII MIIMEIIIMINEMINMINIMEN - 40 -20 111+00 5344 713+00 1„, ,\ , -40 -20 0 112+75 5336 5x52 5328 5324' 5320 5316 5312 ,+308 20 4) n -40 -20 0 112+50 5336 5332 5328 5324 5320 5316 5312 5308 20 5308 5340 5336 5340 5332 5336 5328 5332 5324 5328 5320 5324 5316 5320 5512 5316 5308 5.772 5308 28 • ti\ - 40 SCHMUESER GORDON MEYER 1 1 8 W. 6TH STREET, SLATE 200 GLENW000 SPRI/'RSS, COLORADO 8 1 601 1970) 045.1 004 FAX (970) 945-5948 ASPEN, COLORADO (970) 955-6727 CRESTED BUT-rE, 00 (070f 349-5355 E.54; enginee,4nThano.com -20 0 5344 5540 5340 5336 5336 5332 5332 5328 5328 5324 5324 5320 5320 5376 5316 5312 5312 5308 5308 20 • • • `, ` •\ 845 - 40 -20 0 712+25 5540 3336 5332 5328 5524 5320 5.318 5.412 5508 20 • \ ro 4)745 - 40 -20 0 112+00 \ ro 45 CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT - 40 8£R 1 -20 RES4510// FOR 8!0 RE5Ea52 FOR G'0N$7R4/CRON 0 5540 5556 5332 5328 5524 ✓320 \, 5375 %b 5312 5308 5340 5336 5532 5328 5324 5,320 5376 5312 5308 20 5332 5328 5324 5.320 5316 5,312 5305 5356 5352 ✓325 5324 3320 5376 5372 5508 5358 5532 5328 5524 5320 5315 5312 5508 5336 5352 552.8 5324 5320 5516 5512 5308 5336 5352 5328 5324 841r 87' 06/2P/as 10/OJ/o5 80+' 114+25 • • 4, \` \`, r\ `- \ RI - 40 -20 114+00 5352 5328 5324 5320 5316 5312 5308 20 `„., • 5. h 45 - 40 - 20 113+75 3356 5532 5528 5524 5320 $376 5512 5308 20 T • k1h h - 40 -20 0 113+50 41111111111§ IINIMMEMENE MUNIMENIMINIMMEMONIMINNEMIIIIM MiSMIMMIE ��a AMMMO -40 - 20 0 113+25 • • / - 40 -20 CROSS SECTIONS Jos 84k 99055A-791 Orvwn 6y P.J.M. 041,: 03-06-02 5336 5332 5328 5324 5320 5316 5312 5308 5356 5332 5328 5324 5320 5316 5312 5308 55.15 5352 5328 5324 5520 5376 3312 5,308 20 12 041 Via; Rlf2FR4W-f1V5 OF 27 l -40 r -20 0 SCHMUESER 1 GORDON ( MEYER 414OI4.44R9 Q 9URv4YOR9 5340 5336 5532 5328 5324 5320 5316 5312 5308 111+75 N 5344 5540 5.356 5332 5328 5324 5320 $316 5312 5308 5348 5344 5344 5340 5340 5336 5376 5332 5332 5528 5328 5524 5324 5320 5320 55/6 5376 5372 5312 5308 20 ; -40 -20 0 111+50 5340 ✓336 5332 5328 5324 5320 5316 5372 5308 20 2 - 40 -20 0 117+25 5336 5352 5328 5324 5320 5316 5.312 5308 5336 5332 5328 5324 5320 5316 5312 5305 5540 5336 5332 5340 5528 $736 5324 5332 5320 5328 5316 5324 5312 5320 5308 5316 20 5312 MIIIIIIIIIIMMINNIIIIIMINIIIMIIIIMININI MINIIIMMIIMMINENNIMMMEMIMENIIIMMINI IMIIIIIIIIIIIIIMMIIIMINEINIMMIIIN MIIIMIIMINIIMII -__ MINIIIIIMIUMMINIEMNIMININENIMENIMIEME MIIIIIIIIIIMIMMINIIIIIIIIIMMININIMEMMIENIIIIIIIII IIIINMENIIIMMEMMINSINIIMMIIIIIII MIIMEIIIMINEMINMINIMEN - 40 -20 111+00 5344 713+00 1„, ,\ , -40 -20 0 112+75 5336 5x52 5328 5324' 5320 5316 5312 ,+308 20 4) n -40 -20 0 112+50 5336 5332 5328 5324 5320 5316 5312 5308 20 5308 5340 5336 5340 5332 5336 5328 5332 5324 5328 5320 5324 5316 5320 5512 5316 5308 5.772 5308 28 • ti\ - 40 SCHMUESER GORDON MEYER 1 1 8 W. 6TH STREET, SLATE 200 GLENW000 SPRI/'RSS, COLORADO 8 1 601 1970) 045.1 004 FAX (970) 945-5948 ASPEN, COLORADO (970) 955-6727 CRESTED BUT-rE, 00 (070f 349-5355 E.54; enginee,4nThano.com -20 0 5344 5540 5340 5336 5336 5332 5332 5328 5328 5324 5324 5320 5320 5376 5316 5312 5312 5308 5308 20 • • • `, ` •\ 845 - 40 -20 0 712+25 5540 3336 5332 5328 5524 5320 5.318 5.412 5508 20 • \ ro 4)745 - 40 -20 0 112+00 \ ro 45 CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT - 40 8£R 1 -20 RES4510// FOR 8!0 RE5Ea52 FOR G'0N$7R4/CRON 0 5540 5556 5332 5328 5524 ✓320 \, 5375 %b 5312 5308 5340 5336 5532 5328 5324 5,320 5376 5312 5308 20 5332 5328 5324 5.320 5316 5,312 5305 5356 5352 ✓325 5324 3320 5376 5372 5508 5358 5532 5328 5524 5320 5315 5312 5508 5336 5352 552.8 5324 5320 5516 5512 5308 5336 5352 5328 5324 841r 87' 06/2P/as 10/OJ/o5 80+' 114+25 • • 4, \` \`, r\ `- \ RI - 40 -20 114+00 5352 5328 5324 5320 5316 5312 5308 20 `„., • 5. h 45 - 40 - 20 113+75 3356 5532 5528 5524 5320 $376 5512 5308 20 T • k1h h - 40 -20 0 113+50 41111111111§ IINIMMEMENE MUNIMENIMINIMMEMONIMINNEMIIIIM MiSMIMMIE ��a AMMMO -40 - 20 0 113+25 • • / - 40 -20 CROSS SECTIONS Jos 84k 99055A-791 Orvwn 6y P.J.M. 041,: 03-06-02 5336 5332 5328 5324 5320 5316 5312 5308 5356 5332 5328 5324 5320 5316 5312 5308 55.15 5352 5328 5324 5520 5376 3312 5,308 20 12 041 Via; Rlf2FR4W-f1V5 OF 27 l -40 -20 0 112+75 5336 5x52 5328 5324' 5320 5316 5312 ,+308 20 4) n -40 -20 0 112+50 5336 5332 5328 5324 5320 5316 5312 5308 20 5308 5340 5336 5340 5332 5336 5328 5332 5324 5328 5320 5324 5316 5320 5512 5316 5308 5.772 5308 28 • ti\ - 40 SCHMUESER GORDON MEYER 1 1 8 W. 6TH STREET, SLATE 200 GLENW000 SPRI/'RSS, COLORADO 8 1 601 1970) 045.1 004 FAX (970) 945-5948 ASPEN, COLORADO (970) 955-6727 CRESTED BUT-rE, 00 (070f 349-5355 E.54; enginee,4nThano.com -20 0 5344 5540 5340 5336 5336 5332 5332 5328 5328 5324 5324 5320 5320 5376 5316 5312 5312 5308 5308 20 • • • `, ` •\ 845 - 40 -20 0 712+25 5540 3336 5332 5328 5524 5320 5.318 5.412 5508 20 • \ ro 4)745 - 40 -20 0 112+00 \ ro 45 CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT - 40 8£R 1 -20 RES4510// FOR 8!0 RE5Ea52 FOR G'0N$7R4/CRON 0 5540 5556 5332 5328 5524 ✓320 \, 5375 %b 5312 5308 5340 5336 5532 5328 5324 5,320 5376 5312 5308 20 5332 5328 5324 5.320 5316 5,312 5305 5356 5352 ✓325 5324 3320 5376 5372 5508 5358 5532 5328 5524 5320 5315 5312 5508 5336 5352 552.8 5324 5320 5516 5512 5308 5336 5352 5328 5324 841r 87' 06/2P/as 10/OJ/o5 80+' 114+25 • • 4, \` \`, r\ `- \ RI - 40 -20 114+00 5352 5328 5324 5320 5316 5312 5308 20 `„., • 5. h 45 - 40 - 20 113+75 3356 5532 5528 5524 5320 $376 5512 5308 20 T • k1h h - 40 -20 0 113+50 41111111111§ IINIMMEMENE MUNIMENIMINIMMEMONIMINNEMIIIIM MiSMIMMIE ��a AMMMO -40 - 20 0 113+25 • • / - 40 -20 CROSS SECTIONS Jos 84k 99055A-791 Orvwn 6y P.J.M. 041,: 03-06-02 5336 5332 5328 5324 5320 5316 5312 5308 5356 5332 5328 5324 5320 5316 5312 5308 55.15 5352 5328 5324 5520 5376 3312 5,308 20 12 041 Via; Rlf2FR4W-f1V5 OF 27 l - 40 -20 114+00 5352 5328 5324 5320 5316 5312 5308 20 `„., • 5. h 45 - 40 - 20 113+75 3356 5532 5528 5524 5320 $376 5512 5308 20 T • k1h h - 40 -20 0 113+50 41111111111§ IINIMMEMENE MUNIMENIMINIMMEMONIMINNEMIIIIM MiSMIMMIE ��a AMMMO -40 - 20 0 113+25 • • / - 40 -20 CROSS SECTIONS Jos 84k 99055A-791 Orvwn 6y P.J.M. 041,: 03-06-02 5336 5332 5328 5324 5320 5316 5312 5308 5356 5332 5328 5324 5320 5316 5312 5308 55.15 5352 5328 5324 5520 5376 3312 5,308 20 12 041 Via; Rlf2FR4W-f1V5 OF 27 l - 40 - 20 113+75 3356 5532 5528 5524 5320 $376 5512 5308 20 T • k1h h - 40 -20 0 113+50 41111111111§ IINIMMEMENE MUNIMENIMINIMMEMONIMINNEMIIIIM MiSMIMMIE ��a AMMMO -40 - 20 0 113+25 • • / - 40 -20 CROSS SECTIONS Jos 84k 99055A-791 Orvwn 6y P.J.M. 041,: 03-06-02 5336 5332 5328 5324 5320 5316 5312 5308 5356 5332 5328 5324 5320 5316 5312 5308 55.15 5352 5328 5324 5520 5376 3312 5,308 20 12 041 Via; Rlf2FR4W-f1V5 OF 27 l -40 - 20 0 113+25 • • / - 40 -20 CROSS SECTIONS Jos 84k 99055A-791 Orvwn 6y P.J.M. 041,: 03-06-02 5336 5332 5328 5324 5320 5316 5312 5308 5356 5332 5328 5324 5320 5316 5312 5308 55.15 5352 5328 5324 5520 5376 3312 5,308 20 12 041 Via; 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CO (970) 349-5355 E•mai$: ertghwart0230,1no.00m 5328 5324 5520 5316 5312 5308 20 532.0 5316 5312 5308 5328 5324 5320 5315 5312 5306 x328 5324 5320 5315 5312 5308 5328 532.4 5520 5316 5312 5308 5332 5328 5224 5328 5320 5324 5216 5320 5312 5316 5308 5312 5308 5332 5328 5324 5320 5316 5312 5508 5328 5324 5320 5316 5312 4306 5232 5328 4328 5324 5,524 5320 5520 5316 5318 5312 5312 5308 5308 179+00 -40 -20 0 ;Th Q 718+75 5320 5516 5312 5308 20 N O -40 -20 0 118+50 0328 5324 5520 5516 5312 205308 h -40 -20 0 118+25 -40 -20 0 118+00 5328 5324 4320 5516 5312 ✓308 5328 5324 5.320 5316 5312 5308 20 \ wv� h� -40 - 20 0 117+75 47, W J. ro -40 - 20 0 177+50 \ CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT -40 -20 NUA!— ?fR 5065(05 0 5328 5324 5320 5316 5312 5.308 5328 5324 5320 5316 5352 5308 5328 5324 5520 5316' 5312 25308 6.41E 8Y FOR 810 2 RELEAS) F'OR 000536SC80N 41/24/0549/43/as BIIw CROSS SECTIONS Jab No. 990555-191 Ora. 47 O.J.M. Oak: 03-06-02 PE? (5 RI1(0655-1111P OF 27 h - 40 -20 0 174+50 \ -40 - 20 0 SCHMUESER 1 GORDON 1 MEYER rN4JNCzp9 A 3uro.ez'OR9 5332 5328 5324 5320 5316 5312 5308 5332 5328 5324 5320 5316 5312 5306 5532 5228 5324 5320 5316 5312 5306 5332 5328 5324 5320 5316 5312 5308 5332 5328 5324 5320 5315 5312 5508 5332 5328 5324 5320 5316 5312 5308 5325 5324 5320 5516 5312 5308 5328 5324 5320 4316 5312 5508 5328 5324 5320 5516 5312 5308 777+25 5332 J.328 5324 5520 5316 5312 .,505 5332 5328 5324 5320 5375 6312 5308 -40 -20 0 117+00 5325 5324 5520 5316 5312 5508 h -40 --20 0 116+75 5328 5324 5320 5376 5312 5308 20 \ -40 -20 0 116+50 5332 5328 5324 5320 5516 5372 3308 -40 -20 0 176+25 -4 -20 716+00 SCHMUESER GORDON MEYER S 1 8 W. 6TH STREET, sure 200 GLENWOOD SPRINGS, COLORADO 8 1 60 i (970) 945-1004 FAX (970) 945-5948 ASPEN, COLORADO (970! 925-6727 CRESTED BUTTE. CO (970) 349-5355 E•mai$: ertghwart0230,1no.00m 5328 5324 5520 5316 5312 5308 20 532.0 5316 5312 5308 5328 5324 5320 5315 5312 5306 x328 5324 5320 5315 5312 5308 5328 532.4 5520 5316 5312 5308 5332 5328 5224 5328 5320 5324 5216 5320 5312 5316 5308 5312 5308 5332 5328 5324 5320 5316 5312 5508 5328 5324 5320 5316 5312 4306 5232 5328 4328 5324 5,524 5320 5520 5316 5318 5312 5312 5308 5308 179+00 -40 -20 0 ;Th Q 718+75 5320 5516 5312 5308 20 N O -40 -20 0 118+50 0328 5324 5520 5516 5312 205308 h -40 -20 0 118+25 -40 -20 0 118+00 5328 5324 4320 5516 5312 ✓308 5328 5324 5.320 5316 5312 5308 20 \ wv� h� -40 - 20 0 117+75 47, W J. ro -40 - 20 0 177+50 \ CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT -40 -20 NUA!— ?fR 5065(05 0 5328 5324 5320 5316 5312 5.308 5328 5324 5320 5316 5352 5308 5328 5324 5520 5316' 5312 25308 6.41E 8Y FOR 810 2 RELEAS) F'OR 000536SC80N 41/24/0549/43/as BIIw CROSS SECTIONS Jab No. 990555-191 Ora. 47 O.J.M. Oak: 03-06-02 PE? 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AOS N-12 prove 0154'-5417177155 C PIPE 70clownIN ANNUUR' IVO 851!7 RONO""} 6009 4077 811E ANO MANHOLE IFN. 50 OF 42' ADS 50857 001114 OF 4WSIOLE SYA1 Eta 5304155 D(.y{r,L(1 E 1+20 HOR/ZON2AL AND VER7M(7 107E RM 677.015577474 01 MANHOLE 50141740 5325 17 3/4' CHAMFER Or.. aN ALL EXPOSED CORNERS) -4- 71' 5PADA/$ (4(4145711) FOR 5711114($ STTPS. ORH.L ANO GROUT 576773 17476 4/141710(5 4127a1 (15.4050777 45" a2' 087 ADS N-12 FLS 5344.61 771145 4744 COLORADO 5478 PROWO1 NON.,g74lW5 6R0(.07 IN ANNULAR 54710 BETWEEN PIPE AND 7/,W17010- 7M1' s4 'A n3 /4 BARS AS 1.00.4125- ITA. 101^-0" 14470111 55/077E701 BASE FOR MANHOLE (1/SIALL4770N- 1745T 174 110015E RIVER INTAKE MANHOLE SECTION SCHMUESER GORDON I MEYER 6410144114.43 F 714474630.5 72' ROCK 645E SL40 Apr: RE/NFORce BASE SUB 47711 65 BARS S°ACE0 A7 72' 0.5 174 5110(1 0/655(7074. 4.0078 11074071555 Rl 4410 SLAB 00771 SCHMUESER GORDON MEYER 18 W. 671-1 STREET', SUITE 200 OLONWOO1 5/40 405, COLORACIQ 8160 I (970) 945,•1004 FAX (970) 945-5948 A1P_N, 007.011455 (970) 925.6727 CRESTED BuTTE, CO (970) 349-5355 3:-me13: engineer41440747G.C67M 14-40 FONTAIN£ 5£111£,5 25 514175E CATE 12' 174., WALL L1088150. KON 0151740 57411 5087/1853 STEEL 57EM GU/04 F14/TAN POUND N0. 077-01, PROMS' W/44WP6 Do5YNG MT? STEM GLIDE 1+60 KEYNOTE LEGEND 10NTAM5 070055 OP5-5r TO X41110010 AS 57 77 Y GE10P1 FOR .441.4170N 5NOHN. FROND865 ROMP( 077-03 FLOOR DOH 474 cone TOP OF INTAKE $7RU57DRE .1154`5 FYAroORN. 332450 55/815 CE ACCESS PLATFORM NON 5 WC SPACED A7 12'4,a 1.004a0AS See44.. R7NFORa15 70 NAVE 1 1//22 001577 FROM TOP OF .4C05-55 .T11277.11 TOP or STEN 50406 ELENATToNA 5327.89 70P CF 164770 WII 447 FALL or 8E70 :TALL EL.. 53,2800 T750 WALL -B'. 5E1E80 7474170 247A37 41140 WALL TO DE 011550RCEI 77714 /5 207 cp-ACCO AT 1.2 9 vox 0/7725 ON AND 50• 174 EACH FACE OF WM. (;001405 7 1/2"577,97 F 61NF 6257/71/5 Nye?? 2454X£ N£A0 WALL no, SONO WALL 447 N.P. Ea., 5574.82 1+80 /77NO WALL '5' 957080 I-- 42' Dot ADS N-72 PAPE FROM CO/00X BITER 4/177/7r IN of 42'105 N-12 EL. 5308.57 507roN OF 1/400 44 4170505 FL- 5303.06 2'-8 3/4' 5" 775Cr 501/a APRON 0017041 OF 47740 WALL 0' /1577/514 5250770 5335 5330 5325 5320 5315 .5310 5305 5300 2+00 2' 157X07.470 15 301405 N'(? OPER470R. 15712414? 7111/901 07-08 C011IRA5TOR 70 5Y/PALI, 047Y 147174 ONE OP -70 T' 1417015511 MANHOLE 5TEP-• 1AU£5R0N 64050010 COP0L7ER PO4)PROPI5E715 A1107180 �DUDE L 6447 aS4y6LDER27005 5515505401 077,545 3115 xl/4' CALYANIIEO STEEL ANGLE MOLD TO DSHOP DDf .426 51184, 714 1 7/2' mat 47 50 17209 41114057731 35 FON OF 011 RAP - 75 LF. 0 VER WHOM' 50 er 100 YEAR FLOOD ELEVAIION STUDIES 1/5 ARMY CORP OF ENGINEERS (1087) REIC4 0086),• ALVu2753 770 7/5OS 1088 0,477/41 50 MAR' ACOS 5323.1 7 FEMA 5620.03 700' YEAR: ACBE 532355 FEh04 5321.55 Slh7o8i -'aFrsen'appc 25(0515706 r0 PROVIDE APRON/POW' 825 SF. OF 12' (050) RTP RAP OVER 01517.71955 AREAS AND RSV/ (0111141 OF INP RAP r0 8w 00: 5/£RLriN0 06240 740-8 O6 507AL FILTER FA8915 AEY MAO C 75R- MANDFACT77/155 3REEGMM£N0A1707/5 }ia< _ Hat' - =5334 L 158555757 70 550470541704' RM RAP 07 70 447 win' AN 15454x138 454'11/4' GALVAN15 0 .- - „__. 5754[ ANGLE ANGLE TO --Y DE 47W, GRADE 436 STF6L. „- --- =so £-P-516' • u.,- 6.5. 1/258-!X11.. --- Az" ADD N.12 ANCHORS @ 111' 57.40790 70 . - MAND %PE ATTACH 10 20314'. APRON f N 194579897 x'.543259437 5374 f 1/2'.71 1/2'7 1/6' cALWAANoLE7TO OF N. GRAM 4436 STEEL. 05/ SS. 7/2x4' £.P. ANCHORS .9 74' -7115!/745 TO 571550 70 001.5. WALL 2" 044111.6 5DP/K1RI60 67 1877£ 172(141745 1441 7M7 78 AND 9 ABOYE'.OPR07170 OVf0E 52471745 11111514 7011 37377/4' ANGLE (2 MOO, ASA ANN.- FT£LD !05747!') • RAW 110111411 IN I. 4' 600 WIN OF SYA8 TOP OF APRON SLAB FL- 570551 1 7/2' GONST 1=2- i FACE OF WALL S4A.- 745990 RIVER INTAKE STRUCTURE SECTION R1'4w'0ROe APRON 1115 /2 EN45 184000 Ar 72' 0.G dN FAGN MECUM PLACED AS 54/407174. B 0541. - 7/2-=,'-0' CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT 74 NUM - SFR 3'9.72' [757 R4N /I4 5084174. See PAT p4M 0£!445 - I7 f949p, 4749 e 55235s9ya ....332%. .. �... 5356 S/1A: lfi2z98 33/15. .574. fa3478 ...-.... 4FFSE7.'T7 .. ... 5.353 • 1.322 . ., ...-,,,.:7'327. ..5851 LF. ,...._.-.....syr«..¢?SAT APES 57319 `'318 ' 49d5296D2 55245:2551 Say. 1425.64 DFxsEr- O,CO RIVER /NFAX£ 474187018. 0885 778.75/7), srq,•.,7.x4a 16 9349758 674'5 TRACTOR 70 PR01907 APPROXI747EZY 9316 YAN0 1675! 1020 SF. of IB" (550) RIP RAP rM 0/08.748E0•APEA$ AND 777E/573 (0E7 Or RIP RFP 10 Be 27' M 617.7/77 mow 110-N OR OVAL. • MIER 5827/5 XV FABR/0 PER. MANVF4e1717 R 5505511ENIHr7985 ✓// 5(7115. (6 STe CHG 941 USE F414. 10 37/74101 2.77, VAAON/ NIL TO Wf7N/1N'2A' OF OL.7774.7557711 6400E CT1375 STS AROUND %\•.i RIPEN fNTAKE -77(0/47/ 0.4 . /5 CF 05 57-77101754 PROCTOR RLL 70 93,;' $7574011110 PROCTOR 00174-777. COLORADO RIVER S7A.• 7.,z4sg OFRS1'T 0.00 R 73814 /AL( 57A71�ti72.22 PLAN VIEW INTAKE STRUCTURE AND PIPELINE -70!0111 T 420• 27478' MI FOR D/0 847155E 7011 CONSHICIiON 11 56/20/05 BRIT DIVERSION STRUCTURE PLAN & PROFILE .JAN No. Craw.' by.• o. )•Plo x 990555^-191 D.J.M. 14 0914: 03-06-02 a5.• PE Rm. OF 27 0 0 l 7",0" 81414/ETF-R PRECAST RIM ELEVA M.N- COYER- SQUARE NUT 78064OCE 096ER 7;004 BOX /1/5714014-4/76HOGE RIM AND 28/7412: 801.17A CONE 8/0 WINO S7,4rNG[23 STEEL. 1/2//4" EXPANSION 47804 70441, 414£ GRANT)) TOP OF INTAKE STRG0WITE4 ACCESS 277-GRMw 6228877 �7 ON OF"'/ -" '\. 1, /70T0145. IN FACN 00 327 i7 111111111111111r-6.. OPERATOR? 7y 11.1 �ii:� ■R BOLT k7 hH1VN 6847/7 117. /1 647.772 EACH f MASHER4 d 70 8E /'UGLY O LY/7= C. 800NNNII C/7 ENDS 10 2740 RADIUS MOO, IA 4/7772015 1 La 7710 1/2774' A -/ �Di Y,1 J......... M■■ ■ NTN ' .. 7-• MINN Ell C r C f \ 1 S KEY : k� CATESTEER 5 •' OF An OF 877!4821'7. G A0443 WALL WIN 0 •NCR= , 01/7811 W SGWE C41£ FRAME NI■ P5 FACE 50487 C.U£ 772927£ 27141411140 W 0 nER /771477/7 (61LYfCJ7l1UN0, 1407E ALL M ADR FACE 410 647E ANO lob OF OF S7AWGf5S 50010E GAlE �,'..Y'.titi 'PER PER Pry PRO. .. "' r.2"-.0. PM •� ig ,+ ��P 11 11112 5G+/CE ONE 47071417147 LOU 662014; RE/2R /0 48 0RCIN0 084417 7745 SHEET G FOUR /ors /48 8)77 70 17VE ERS / tow Nur. 80175 HiFE4070 2420.1 NIVEL, CUT N MANHOLE CH4NN17 /AU, USING 2604e55 STEEL CNOPE PER EN0 SOUAR2 Nur 020 402 /2004 80X 0? &EWE 57ROORDR5 ACCESS PLUMMY PRO/707 S/4" CY2NAFE4 ON 0T05E0 CORNERS TYPICAL 7/ 14075, ALE mouNRNC NAR04A/*E FOR FACE MOUNNNO OF SOLVE CATE AND FTt4NE SNAIL CONSrsr OF 56AlNLE55 51/22 MA/E17/4L iSTAHI WALL 'A' SNOW IN ENCKIXT01/M1') FACE MOUNT SLOTCE 1E FRANC TO 07760 Er7 fOWONG TIROL MOUNT mANUF407URER 400575 SLUICE ro 604CR472 ALL MOUNT 72/7/12 8e023 ►UN77NG Ti 4014140 '114M140 OF 5YUlCE N£ SMALL CON5150 510/-0 //4807, 71'-0" 011270109 /14148015 8415 (cssr IN nuCe) 80770M OF MANHOLE - RIVER INTAKE MANHOLE SECTION _SCALE: 7/2"-+4•.-0" PIPE CEhBFFLRIE STAR 17- 020255 42' 405 PIPe -- \ 6208 (R7 vKJLEY 70140) SLUICE 647E AN0 FRN/e 8E402 22' 174418727 l4W4/AY ACCESS 7 72 SLUICE C47F. 51527 —r 5'-70" 50841 OWE7 547 TO UWALL ii /"/ /0/Zr FOUR 5.S, 76 x45 F/P ANN. f J°1 7WCe 041E FRAME RIVER MOVE 815/0 14271 \\E_ /7/NG WALL "0" SHOWN /N 2ACN620//NO --144N07/ALO 8007/0 (SICKC:PO7N0) CR4RN6 SL/PPGRY /:4ANE SEE 007/711 444447/017 57E545 0E408 08/81£707 CONCRETE 645E 8EYOW RIVER INTAKE MANHOLE PLAN RIVER INTAKE STRUCTURE SECTION 364710` 1/2"a1' -o" NOTE MORIN 5PA 0744 64R3 IS 72' 40 ANO AS LOCA/EG 481/70/7 4%471 A7NG 2,011 -A' (10" 7HICK, SEE RE78/) FOCALAV BELOW - 42' ADS N-12 PIPE 8EE077 OFF INAE OLAE i r 211/57/6/1 54405 710727 7770140/4 000/1614 ASSUMES 71/471016 6074N?AC70R WILD BE 7277)2720 AN 20407TA/5 10/45 TRENCH EOX ANA/0R SNORING TO PRO140E 1457/71/417014 514047. /F CON877,40722 OPTS TO PRO8AE A TRENCH S£CMON IN 2066ROANCE TO 251/4 /?7570REMEN 48572' 07 ANY SHARING N0.460/770/41 P2741872 FOR 8EDDINCn 64.41 .540/0,7 0/571144025 YA'LL 8E 44402.. 2 4WALL TF' (70' 7/4CK, SEE- DETAIL) ACCESS wAmufr 7E.wn/ h WINO WALL S" (SEE SECTION TOA OF APRON NOTE: 02/7705 1407. SHOWN FOR )LARRY OF X47/741. aeu. AND 08004' 14 BARS TNTC/ OF /24+/7012 30A0 EL- 5307.57 SLUICE CATE SLUICE GATE MOUNTING WALL REINF. PLAN 515445- 7'741 -0" OWN SGUICE 0.44E /7ALIE TO CONCRETE PER 144NUF-AC7 0577 45OUIRp4£N75 RIPER INTAKE /7477 WALL 80/0); l2' TOOK STA 4+58.00 1/0/77 0240601407 5140711/ IN 17I11 PLAN MIR 6745/77 REFER i TO GRATING 007/70 FGR 1 0147015/0M410 80174/0 002014 ! RIVER INTAKE STRUCTURE PLAN 1407E 74/0414055 OF R/2 RFP 8LANKET /S 70 Be 27' (R11..) 21/ SCOPE TO EXISIL ✓0 26/0/7/10 GRADS 7711 140v05 /N RN/ R5/ 1/771 00455 0 AOGREC41E 648E /X+7/85£ 0/1 ACCESS TO RIVER INTAKE SITLOCTETPE.4 ORGY) 0' 77RCA; WING WALL "A" F0ONNO HEWN 20/7/100 A 76INTM 4 24' -+•^» A1DE PA711 A7 TCP OF RIP RAP FOR ACCESS TO RADII INTAKE STRUCNRE B' /1100 RIP RAP (/71.7 y010S WRY CLASS 8 48.0.) MEW /40/7 011729 7A8R.15 OR E2164 0' muCK 8780 ?,ALL '0' ,18' 0/' }2' d56 RIn RAP FROM KE�4 n, -" '\. .. 11170-14 14> S`J Los��S �; 5hf{F7(17F19 FA8RICr f i { .. l - , REY NIRA /71)7744) FEi7VIREC A -/ �Di Y,1 J......... INTERR/ NTN ' .. 7-• MW '- C r C f \ 1 S KEY : k� . > A0443 WALL ` �}�>, .,, , 01/7811 I '*'Z'`IN 7 �,'..Y'.titi 'PER PER Pry PRO. .. "' r.2"-.0. PM 1 TRENCH SECTION WITH CLAY DAM CONST" 2X877140 GRADE LEY POND 77 IN NCE 70 R REBS COTS P7 64C0711 INE 6740/671 OF am' DAN 30" OF 04.47 0487 1A'TO 'NT, UN01S7 /8800 1RENCl/ 07/702020 1NTFFUPT ITT CLAY 04 OF GONARU 1788 TES ADS R£ OPE 067124'0 CLAY .14/4 72' 80/04 NORMAL 8077027 OF TRENCH 78" OF /2" 7150 RIP RAP FROM +NTAKE 464.491072 NORM INTO 8/71157 PO81127" OF 78" 7)'-5/47%L•/P-'/ROM /NTAKE MANH267 507/7N TO RIVER INTAKE 57RUC7URE REY 4I164R IN 4000NOANCe 70 MANUFA070RER8 REOUIRENENT0 744/715 2467R42 0142477E0 TO 9?A• STANDARD 8400704 07072/7? !ROME 3//4' CLASS G 404405447E 8/7001N6 FOR RIPE; COMPACT 7G 0501 STANCARO PROCTOR DOWNY KEY FABRIC IN ACCORDANCE /0 27/7147/4 REVS: 1" 01441/754 HOP HOLES A7 5•-0" SNOW 17070: ?Rainy 5507(O8 ASSUMES THAT THE CONTRACTOR 1417/ 85 117TUZW0 AN /70£01/770 55/55 TRENCH 802 ,WD/OR SNORING TO PR01,107 INSTALLANDN SHOWN. /F C7N7RAC78R OPTS 7A PROLIX A TRETFC/F SECTION IN 400 8/041404' TO 715101 REOWR£8IENTS ABSENT OF ANY SNORING NO 200/0014/71 PAY7.0.7 FOR MOOING ANO/OR EARNIW602 5/112 8E MAD07 - 42' 07270704 ADS N -I2 PIPE SLOPE PER 240045 TRENCH SECTION SCALE.. 1,14'..T'..0" 78' 050 RIP RAP KE7 FABRIC wow WALL 14' FOXINGRA (8' 650 RIP P /X44/4 74014 RL7ER FABRIC. 017 MAL REY miR417 14014 £/784.0 2/77551? FABR/0 47/00X0 /7/411 "D" OR EW/AG • 700 8E09180 SEC/7ON OF TRENCH 42' AAS N72 PIPE WING WALL/ TRENCH SECTION 7D 15 SCALE' 1/4--P-0" -0' 75 SCHMUESER GORDON ( MEYER r1.1011.18/ RS S /VR/4,04/ SCHMUESER CORDON MEYER 1 1 8 W. 6TH STREET, 37/170 200 GLENWOO)O SPRINGS, COLORADO 8 1 601 1970) 945-1004 FAX (9701945-5948 ASPEN, COLORADO (970) 925-6727 CRESTED BUTTE, CO- 1970) 349.5355 E -malt: engleeerct5/sgm-inc.com CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT Ne 87145/om DATE fir FOR 8/U 08/25/05 RELEASE FOR C0h5TRUCT/ON /0/03/05 BOOK DIVERSION STRUCTURE DETAIL SHEET Job No. 890554-19) O/Nw1 by: D.J.M. Oaf// 03-06-02 OC.' PE 15 OF 27 4 50. MILL 05- 532.x00 80 /0O11RO a& EL - 331800 alt 5000/0 £L« 557800 g.0. 5007789 111- 531808 NOM PROVIDE 4/4" 854/158 o4/ 61P05£0 CORNERS OF 31.1103012.3 ANO 85404881 i" 84R5 D777/ 24" E7d8EI NENr f8 gm THE /8078 /47/58 l/E40 WALL AN0 771E x1/0 WALL PLAN 1/08 ROM PROVIDE 51M/1AR HOOK. FOR sat Emma R4/1 f4/ 8/40 WALL 4180 alma //34448 NERD WALL. WING' WALL "A" PROFILE N07E, PROVIDE 3/4" 4(M58/ ON 8180500 CORNERS OF 94//01/'849 AN0 4640/8401 /4 1" MRS x701 21•Evela3avir EOM THE. PNER 18144E /4/10 WALL ANO 7915' 14180 WAIL PLAN NEW 8070 00NGRv01NAL /4485 /N 5007/84 AS 0004770/ 1117 NO 4330 34 EARS Ar 12" 00. WALL SECTION 5rW41 f/2">1' -0 - r.0. WALL EL- .Vara PRp4'10/ 5/MBAR 8004 FOR 54ov IaonNc RC1/ r4/ OTC ;ma 34/70 R/V£R WANE /1545 0315 WING WALL "B" PROFILE 5/44101 I/4"-1'-0" $32x00 a0. FOO7Wa EGF, 537800 8.0 /0on//0 111- 3378.00 80. 5007/40 EL- 4318.00 I'r SCHMUESER GORDON MEYER SGHMUESE5 1 GORDON 1 MEYER CNpins-ersS b 4VRVEYORS WALL SECTION c--"\ Se /f } 9 6_1 9' !NICK 6080 194110 R.58ARS Ar 12"QG (FACYf 0/88070/) NOM PROWOE 3/4" 01111)4/8 ON EXPO E& CORNERS OP 1RNGWALLS AHO 4/544049411 x10791 VARIES R" /7/008815 APRON 15 8489 Ar 12" O.C. (EACH 01R£Om0N) B" nee /ON0. WAL1 n 0 11 3/8" (SNORT) 0,-0 r/B" (00x0) 3/3x4/4" OALYFN/000 STEEL ANOYE WYE10 70 1 1/27,7 1/2' 87880 mach 3,341/4" CSLYAN/2E0 572811 ANDY/4 MO 10 f I/250 1/2" SIM ANGLER 8077..• 110/017/8188 8485 /NO //055 9a AS 00047E0 2 eo 0 WALL SECTION 5e71.01 I/2 ®1'-0" C'-5 3/8" 20" NOM LONLYl/O/4/AL 84/45 31500/70. AS 1001180, 80/7 N0 LESS 444 424RR .77 frac No7E WALLS ARE CEN1ER5/1 0870 24' x7DE.AMR/ WALL SECTION 50 & 700 YEAR 55000 5.85/4/004' S TUDIES US ARMY CORP OF ENGINEERS (1987) 554/4 (1988); 30,1/19750 70 /1505 1988 OMNI 50 YEAR: ACO£ 532717 FEMA 5320.53 100 YEW: ACOS 5323.58 FEMA 5327,54 I 18 W. STH STREET, SLUE 200 GL-ENWOOD SPRINGS, COLORADO 81 801 1970) 945-1004 FAX (970) 945-5948 ASPEN. COLORADO (970) 925.6727 CRESTED SUITE, CO 19707 349-5355 E-mail: englnoor4s4m-8csscm CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT 15 3/8' (SHOR1) 7=6 73.5" (LONG) 1 7/247 i/2 1/8' 04WAN89/0 51'£811 480081 7 70 GONG WALL PER 5/4/77 I/OIJ CALV/r/500 4/444/77 8400 (410/1/7 /0 ova APRON PM 98817 73) 0,3 13/78' 0'-5 1/4' imm 4/0// OF 1,40/1 ANGLE TRASH RACK (GRATING) SUPPORT FRAME 4Ev15/0// 50 R 10 8 -5 1/4" 807E 01/4846 70 801 2' 0988248 57E£0 084/71/0 30/PPOR/E0 87 791E MOLE FRAGIN0 PATER14/ 0£114X4'0 N 10544 900410E 0248N0 CLIPS (807 97014/) IN 10/4 3.x381/1' mar 10 .1174091 8441181 70 .4744E /8.040/0. MOPS 05/75 70 OE 1171/00 04104185.50 OR S7AWLE8S 577 /0. TRASH RACK (GRATING) 5.0485 4/2-w1•..o' NT 7' DIVERSION 306 xo. 99035A-791 85/29/01 Drawn 05.E 0.✓.jy,! .16 STRUCTURE 080: 03-06-02 DETAIL SHEET 21 Fls/ EASE FOR /0NS7RUCn08 T. AT 0640 EROS WRAP /777TNGN ,9011 0060 9REAK4R r7LN 4 Mt PO7779 11(410 TRAM TAR PAPER FELT OR HEAVY KRAFT 448ER 70 PRONOE CONS 6REAN BETWEEN 45NCRE76 ANO 8/17910. 2. ALL NIRUST BLOCKING SHALL 8E CAST -171 -BALE( CONCRETE MAWS A ARNI ! /EEO 5792471 801 OF 2710 /75/ T. THRUST 17700KAS 5709). or MST AGAINST LINosrlifleco EARN FORM' 8,4A13. REOI6REO TO 08YA4 ADL: 7777' BENUNG MEI 440 70 Nf E 40/40/76 1HR0/1ST 560 k5 9EOCKIN0 EMU BEAR ON THE 14171X5 OR ENO GP ONLY ANO 0410UL0 NOT BE ALLOWED 70 5615E OVER THE .101NT OR AGRX57 THE PIPE 44/75 OMR IN TAOLE ARE 44060 UP0N AN 9NTEPNAL 5747/0 PRESSURE OF 180 654. ANG A SOS BEAIAWR 7/4PAONY OF 7000 IBS PER 50. F7. BFARRO AREAS FOR AN/ PRESSURE ANO 5/97 0£441X0 7/49/44/0 MAY 8E 08TAINEO B7 MULAPLYINC 1X6 TABUTATEO YALU(S 9Y A 009REGRON FACTOR 7- Fa AC1744 SPECTRE/ IES1 PRESSURE IN MAW= OF LBS ACTUA5 SOIL 0EaR1NG CAPACITY IN 1HOUS4NO3 OF LES PER 50. 17 !RENEW 0/0M AS 56506(0 SEE TABLE FOR AREA CONCRE7F.• TO 5648 ON uN01SIURBEO CARPI 4 /44/0 Aousum 71rIGYNE57 £DUAL TO PIPE .5,.0 SECTION REVERSE ANCHOR BLOCK USE (2) /4 RE8AR STRAPS EM3 OOED IN CONCRETE TEE DEAD ENO R.j 's'F'4 SEE TABLE FOR WIRING AREA CAW SIDE GATE VALVE many rl�l V W� 90', 45', 22.5, OR 11.25' ELBOW, HORIZONTAL OR 8O770M OF VERTICAL SIZE ELBOWS TEES 3. CA7E (INCHES) 30' Fr,) 45' (Sri. F7.) 22,5' (50 F7.) 71.25' (S0. F1.) ENDS CVO VALVESfs0. 4 3,8 ,.1 Tr 0 2.6 1.0 B 8,(I 4.46 E.,4 B 74.2 7.6 4,0 20 70,0 4.8 10 22.2 12.0 6.0 3.0 15.6 9.0 12 32.0 /7.2 48 4.4 22.6 14.8 74 43.4 23.6 71.8 5.9 30.8 22.0 18 /1.9 50.8 21.4 72.7 80.8 r3- .2.4 857/ 6058 1 27.4 15.7 82.44 11.0 T EAR G TYP. CONCRETE REACTION BLOCK DETAILS ALL FITTINGS AND VALVES SHALL HAVE CONCRETE END VIEW 36' STEEL PIPE CASING 9' MO OR J PER PIPE 5E6RON 800070 ROOT OR SFE, IYP. Mal ENO, SEAL 9/4/6760X7 W/ 2 5708/ESO 87764 07RARS cAsow6.477 074,//(498 S7E& .SIDE" VIEW0459.0 SPACER OR MAL N07E: 477 JONAS 077788 07660 5/4IL 9E REST 776(0 BORING DETAIL 55/71/ SCHMUESERI GORDON' MEYER t er4o1neen5 s suavcr0as r78ERCLA55 WATERLINE MARKER INSTALL AT 100 FOOT INTERVAL. --N. TCOST/NO DIRT OR OPSOIL AREA VARIES MAGNETIC TRACER TAPE COLOR 00050 awe WITH NATER LINE LOCATED BELOW" PRINTED ON TAPE. TWE 5/8 scQTCHIAARg" OR APPROvED EQUAL EXIST ASPHALT 70 8E SAW CUT 7YP. 7) 4' 41110 SLOPE TRENCH WALLS FOR SAFETY PER CURRENT OSHA & 00571. RELWIREMEN15 COMPACTED 26980r MAIER401 OR 01.455 6 ACCRECATE AS O/IYERMINED 8Y OWNER W/ 60MPAC770N 05NSI1Y OF 95.5; PER ASA! 0698 CLASS 6 AGGREGATE 845E COURSE COMPAC710// 60 95Z PER AS711 0698 !RACER WIRE PAVEMENT REPLACEMEN7 SHALL MEET 6X757765 THICKNESS ANO K/NO 1+7171 THE FOLLOW/VC MIMMUMS ASP7b117 51RFACIN0 ®.S' MWM, .49510 498 84SE COURSE 8" MIN. 2) BASE COURSE R£PLACE/4ENT SHALL 1!661 EXIS77NC THICKNESS W/7/4 771E FOLLOWING MINIMUMS. AGGREGATE 845£ COURSE a 12' MIN. J) DIRT / 7065014 PLACEMENT SHALL MEEE7 COSMIC THICKNESS 480 KIND WITH T1/5 FOLLOWING MINIMUMS 4" TOPSOIL. 4) SELECT MATERIAL AS FOLLOWS G" MAXIMUM SIZE IN TOP 12" OF 844125LL 12"4AA.r1MUM SIZE /N REMAINDER OF BACKFILL .5) TRENCH 00/46501/01/ TO BE 9098 EXCEPT A7 ANO MINN 5' OF ASPHALT / CARPE7 AREAS WHERE CONMAONON SHALL GE 9550 TRENCH CROSS SECTION SCALE? 1/4'.' 1'-0" UTILITY COMPANY CONTACTS: WATFR• 5/1Y OF RIFLE Wl7L N 7611/9TON 970^625-2121 SANITARY 5£154"9' op" or (ME 1/16 54 8907CN 970-026-2121 12' 9EL4 PLAN 8. 08 SHARP 970-244-9235 978-544-4971 0471!• 70/477 DAVE. PMLGRS 970-967-3050 970--610-4546 (2) /5 8ARS FOP & 8017 OF PIPE \ !:71.4 (2) /5 BARS 77P. 4 LOGTTIONS ELECTRIC 4 GAS - MEG INEROY MIKE 8014405071 970»626-8001 12" TRENCH 8/07H 1-YPE "A TYPE. '8" NOTES CAP DEBRIS CAP -ilr.- TYPE "C" I. 0E8RI5 CAP SHALL B5 INSTALLED AS CLOSE UNDER THE CAST IRON COVER WITHOUT INTERFERING mix COVER OPERATION. 2. FLEXIBLE SKIRT SHALL BE TRIMMED 10 PROVIDE A SMOOTH CONTACT WITH THE INTERIOR DIAMETER OF THE PPE. 3, THE DEBRIS CAP SHALL BE MANUFACTURED 95 SW 55684060, INC.. PHOENIX, ARIZONA OR EQUAL. 4. THE DEBRIS CAP SHALL BE COMPRISED OF A HOLLOW MEMBER HAVING A CYLINDRICAL OUTER SURFACE, A CLOSURE POR ON1 END ANC. THREE POINT RESIDENT CONTACT PADS PROJECTING FROM THE OUTER SURFACE. THE CAP SHALL NAVE A.FLEXIBLE SKIRT PROVIDING AN OUTWARD SEAL PREVENTING DEBRIS FROM GETTING PAST THE CAP. 1HE CAP MUST w1TH$TAND, WITHOUT 5UPPAGE, A MINIMUM VERTICAL FORCE QF 50 POUNDS, AT A LOAOINO RATE OF 1.0 IN/ MINUTE. THE CAP SHALL 8E MOLDED USING GENERAL ELECTRIC ABS 44144 4500, THE CAP SHALL HAVE RETAINING PRONGS TO RETAIN A STANDARD LOCATING COIL. RETAINING PRONGS 90760M VIN CONTACT PAD STAINLESS STEEL SEG110N VIEW_ SPRING DEBRIS CAP INSTALLATION AS PER PLANS RIP 2AP 12' (TLE !0105 w1 1/4" ROAD EASE ANO/OR PS /L. PND 5550 X72. 12" MIRAFI 150N OR EQUAL RIPRAP DFTAIL Nr.S 72" 715/' OF FILTER FABRIC 70404X11' EN454IIEN0 SHALE NAVE A 6171/440 OF 6'FROM APT N 1/119107 ECCE OF C07/7,1E CONCRETE -'77, . ENCASEMENTS ), FLEXIBLE SKIRT OPERATING HANDLE 4' 111108 GONG PAO ARMING 605 WHEN L0CA7E0 RI GRASS OR ART DE8R15 CAP 075154100 G840E 1' 7IT175£ PIECE AO✓UsrAete VALVE 802 2' 50UARE NUT iw H i• h ON5770 TRACER TAPE COLOR CODED BLUE 61711 'W4rER UNE LOCATE0 BELOW" PRIN7E0 ON TAPE. TYPE :501 SCOTCHIZARK" OR APPROVED EQUAL BRICK WRIER MA/0 SEE CONCRETE REtCTION BLOCK OETA5 TYPICAL GATE VALVE r89405i.51 -4SPH/LT SOMPA0TOR TO OMEGA JO.w7S Mom, mum AS 8(0448£O 10 FWN7A/N 18' MIN. SEPARA0ON W/ XO 400N1ONAL RIGH' PC41s 06 LOW POIWS f^'4' OW- CRFA7E0 6'6X7(9 1 FULL ✓0/147 {" WATER 10' 70' Oma % 47676 CONDITION 111: NEW WATER MAIN BELOW EXIST SEWER MAIN PIPE 7725 C060060.0706/2.: NEW WATER MAIN LESS 174/8 144" A00/E EXIST SEWER MAIN (2) /5 8485 TOP & BQr, OF PIPE E -L ATIo.1L.., CONCRETE CUT-OFF DETAIL 5041.E 3/4' = 1'-0" SCHMUESER GORDON MEYER 118 8. 6th Street, Suite 200 Glenwood Springs, Colorado 81601 (970) 945-1004 FAX (970) 945-5948 Aspen, Colorodo (970) 925-6727 Email: englna9//54414.inacom CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT NU/4- BER 1) SEWER/4'41ER LINE 70 RE 404/5744.07£0 OF ONE /0147 (10' .984/100 OF 0-900 PVA 08-18 RES: CerosTo SEWL:RTER UNE FORSKEW 70S0MG6 USE 0-500 6/70N771 0/0R1Y0MFL6RPENSEP'AR466 06IMCIRAR 7/551.5 f0: Z) 78584/2 ENCASEMENT WREN COVER OF MPE 1S LESS 7NAN (3) 8661 BELOW CARNAGE 5/4ANNEL. WATER / SEWER CROSSING AAT TO SCALE REVISION DATE 8Y 3 RELEASE FOR OONS7R410700W 10/03/05 9941 NEN' WATERLINE 050486/09 FDR WA/ERU67 (SEE' INSULA?ON 5507100 0489) ELEVATION WATERLINE/CUL VERT CROSSING 4' OP POLYSTYRENE 04RJUI170N (50041(0 ALONG" 5/065 .040 ON DSAS 500711/X01'RIRE1 NO 55.111' s PER 'TRENCH 89055 54071071' WAIERUNE INSULATION SECTION STEP 1 Nus. INSULATION DETAIL 1 �"71440 N./ /8/77789�av > OULVol> 17 as WIPP ,'MOLE SPO40:w1.Y rtr... 109 SC. 4ry11,14444 0 ewe 44 44474/0 517 t - 21194 6/0/48144/4507,074,071/7-17.04884 MOR 10 um..A 0044 9NC4 6001. van 77 w41/ nro1 0,742 - /7Y,vi04 16,21IVIedR IA, tl10 467. p ,1,12210, . 4 n IEGt➢ 112202 rust 444444/. sr.,2 - V142V1 SU777 W14414 / 14/E 3 1M STAWE441-14 5WIA 4.4 WC. V.W-!1 Sw41 21. MAY plw,ew 4Y 11,1.1.0 rT wpE gwfi/1, Stl1ll[9 OH rep or np7 NW 11,41 a wcc 4/4/0466 DETAIL POL YWRAP Dt IAIL ✓o5 No. 99055A-86 Dom. 5y' JM 00/4,' 5/5/02 4 1 0F' PE: /4/,.' 990574-06-//61X7 4F 27 MANHOLE CONSTRUCTION NOW$,:_ 1. USE RUB -R -NEL PREFORMED GASKET (2 LAYERS) OR moor /N PLACE BETWEEN ALL BOTTOM SECTORS, CONCRETE GRAPE RINGS AND TOP CASING5. 2. BACKFIELD WITHIN 24" OF MANHOLES:: CLASS 2 AGGGREGATEOR NAME MA740844(5 WO LESS TITAN 3" 612E 3. PRECAST RINGS OR METAL RISER RING COURSE SHALL BE URL1Z£0 WHERE 35001350 WITH 2 COURSES MIN/MUM ANO 72 COURSES MAXIMUM AND 12 COURSES MAXIMUM (2' MINIMUM, 12" MAXIMUM HEIGHT). 07 GRADE ADJUSTMENTS AS FOLLOWS: GREATER THAN, OR EQUAL TO f foot, CONCRETE" 0ARREL 5EC10NS LESS THAN 1 Poor, CONCRETE OR METAL GRADE RINGS. 5. FINISH ORAOE AS FOLLOWS: 87111 ASPHALT OR CONCRETE PAVEMENTS FLUSH,• WITH 8455 COURSE SURFACE OR O/R7/TOP50/L- 6" A80VE 9177134150 GRADE ALUMINUM INSECT 7217101/ *RN 4494.4708 OlAtO, 01180 OPEMWS 12" 12' Y#/- 2' SCR. 40 CALK. S7EE5 PIP5 GE RAW A' Cf7YER NLENAII 2-1758-7 FROST RETARDANT UR OR EOM r -GROUT IN /1710 1 1/11V>,14*11 72. 01' 4' 002721,70 0002 8(0104 /732,• 40/7.• PINE 80478 AS 80715177/0 PLACER 70 2" 0470 103.0/7 PIKE .00 8{(0/.41£ 21404E 27IMON 2' 04(7 VALVE 2-7Pr TAP RE527 4RCE0 CONCRETE GRACE RINGS FOR NNE 54415NG AS 37047750 (8' 4/474) P8E4A57 £4C/N7R/C ONE 3. /00N 8441 PRE0AEt PIP£Sf M474/10LE 7,771807 AS 2822870 18'x 10' ROOTER Rd10-ORC5• IT/ 2-414 00115 (3" 10117) 51EP - 4� 1 87084' 07/7 04781081/ F0.90710 (05 RAW (179r 044, PLUS 4') 0110 1AT8R 10,1141 2' NPT TAP FOR /0.071010 80 ANO V4SUUM PALS£ \ ",./.--FOOTER (TTP) • movie- our 77700341 EWI NG FOR PIPE (/7 f 60.4 PLUS 41 PLAN / NOM 41d S,VA/7 PORNO 7O 4E PIRA= CAL244/701102. 40 STEEP ELEVATION 77075: THE' VENT PIPING ANO FOOTER ARE NEW CONSr8UCT70/' AIR & VACUUM RELEASE MANHOLE DETAIL MANHOLE' CONSTRUCTION NOTTS. k / 1 s ct/o /7-8-o/esc tags 8 ng 0? La (2 18/70 1'04147/0'8 P/ ce /70lwee0 a1/ 6otfom 9 G7 9 a foP cosfPgs. 2. Backlit! w//h) 24 of 04028210.• oss 2 02q2/88q018 Or na/NO /17010,10(4 With less 1110? .3" oke. J P.BL.'O9t N?dgs or metal user (in 008 shq/1 bo 11'44.4=1,11=1 with 2 008/080 m+n1mU1 ?d 12 000(503 880x7 Um I2 m mmam 4. Glad4a0s0meg0/'0si 002G8178a?aP3 al og,s. oot0801270 5. ?rcaood/Ao'-3 opr 200/140 pavements 6088/ Doak KWh base course iLt?/HTJ W BLOW -OFF MANHOLE DETAIL N.T.5 COMPACTED J/B' =vow ROCK 1/040 R SERVICE LINE NOTE: 40100884 TO BE 0/71471 HR/VIER OR 17/41qEDY. sum; 01,020 94708 SO CONSTRUC1101,1 FOR APPROVAL 7RAFi7C RANGE 1,40e BURY LINE 1(V. 20404' £751! AS 3607) T 4' 32 5 4C£234)R7 AS N£Y C'UV212 2/116 AS UAW PUMPER NOZZLE 5HAG4 FACE .CCE5S THREE PIECE ADJUSTABLE VALVE N77R 160 ' 4145E (7//78£717 8/448 & CUTTER 6' 14/2 MM NON- RISING STEM 017E CONCRETE REAC770N BLOCK PROVIDE TWO 1/4' 151(2 TIE RODS W/ 6Y5 BODS HYDRANT ARAN PIT, 27 CUBIC F7: OF 1-I/2" 4/4241(0 ROCK MJ x 5701'07. SEE CONCRETE REAC/0N BLOCK DETAIL NOTES 1) ALL JOINTS /ROM ROW 7.0 HYORAN7 5744LL BE RESTRAINED MECHANICAL /01NT5 OR RANGED JOINTS: 2) HYDRANT, VALYL' AND P4717NO3 70 8£ 250 P.S.I. WED. 3) PURI 715 0 SHALL COVER ALL MFTAU0 PARIS 7300.6 1111ORANT R' MIN 4) ALL HYDRANT LEAD PIPING r0 6E 6' 02455 200 PVC 0900 5) CEN7£RUNE OF T33RANT ID BE 4'-0" FROM BACK OF CURB UNLESS OTHERWISE NOTED. 000RO€NATE 717781. 1.008508 F 44/074/717 094071 PUBLIC 82RKS OBPNi7ME7T.) FIRE HYDRANT ASSEMBLY INSTALLATION DETAIL SERVICE STUB -OUT BEDDING SCHMUESER•GORDON MEYER 118 W. 6th Street, Suite 200 Glenwood Springs, Calorodo 816011 (970) 945-1004 FAX (970) 945-5948 SCHMUESERI GOR0ON 1 MEYER Aspen, Co/orodo (970) 925-6727 uaa0N0e/0a R 000v0v0a5 E•mni€; 71/7riea4• sgmdn,.clm EXISTING GRADE • NTS EXCESS MATERIAL 70 8E USED AS FILL FOR TEMPORARY BENCH. REPLACE AND RE -SEED AFTER PIPE INSTALLATION 14' TEMP. BENCH EXCESS MATERNAL FROM CUT (BENCH) TO 8E 27PLAC50 IN 0LU10/1(AY 011.L SLOPS 1 0.5 NTS rX1277NG RAOE EXCESS MATERIAL TO 8E /1550 AS FILL FOR TEMPORARY BENCH. REPLACE AND RE -SEED AFTER PIPE 1NSTALLAr10N 4' 744/7. 8ENCH excess MATERIAL FROM CUT (BENCH) r0 BE REPLACED 1N R0407411 ETU SLOPE 0.5 SEE TRENCH DETAIL 4" INSULATION NOTES: 1) DIRT / TOPSOIL PLACEMENT SMALL MEET EXISTING THICKNESS AND KIND WITH 171E FOLLOWING MINIMUMS: 4" TOPSOIL PIPE INSULATION DETAIL SEE TRENCH DETAIL NOTES: 4) DIRT / TOPSOIL PLACEMENT SHALL MEET EXISTING THICKNESS AND KIND WITH THE FOLLOWING MINIMUMS: 4" 700501/. TEMPORARY BENCH DETAIL ,7415 SILT FENCE CITY OF RIFLE WATER RELATED IMPROVEMENT PROJECT N75 -SILT FENCE REVISION GENERAL WATER NOTES: 4) THE APPROXIMATE (WARN; OF ALL KNOWN (MUSES (WATER, SEWER, CAS PHONE, ELECTRIC, CABLE ETC.) ARE SHOWN ON !NE DRAWINGS THE CONTRACTOR SHALL CONTACT ALL UTILITY OWNERS TO VERIFY 80171 LOCATION AND DEPTH OF UTILITIES BEFORE ANY WORK BEGINS. CONTRACTOR SHALL 6FAR THE RESPONSIBILITY FOR rife 38075017040 OF (1172/7IES DURING C 4037800770/1. MO 1400/7(0NAL PAYMENT WILL BE MADE FOR UOL17150 LOCATED 8UT Nor SHOWN IN OR4W/NCS. ALL WATER MANS SHALL 8E INSTALLED WITH A 4 1/2' MINIMUM DEPTH OF COVER. IF GRADE CONFLICTS OCCUR 8/77,' 5X/S71/1G (117717155 OR OTHER (7831R410710NS, rife PR0/10560 WATER 44A/n, 63477E CAN BE VAR/E0 PROVIDER riff 4 1/2' MINIMUM OE371 OF COVER 1S MAINTAINED. .7) ALL MECHANICAL COUPLINGS REQ/)/REO POR me 775-IN5 TO THE 6A7577N0 WATERLINES ARE 400r SHOWN ON THE D/LI8/NGS. THESE SHALL 8E PROi/OE0 AS REOU/850 BY 111E CON7/740 0R AS PART OF HE --1N TO EXISTING 3137E0 810 ❑EIA. ,A ALL E710/703 (BENDS, CROSSES, PLUGS, VALVES ANO TEES) r0 HAVE CONCRETE THRUST BLOCK INSTALLED IN ACCORDANCE WITH me THRUST BLOCK 748(5 SHOWN ON THE DETAIL SHEET. FOR CLARITY'S SAKE, ALL THRUST BLOCKS MAY Nor HAVE 85EN SHOWN ON THE PLAN WET/ DRAWINGS. 1N 400I770N, ALL MM FITTINGS MUST INCLUDE MEG -A -LUGS 5) FOLLOW ALL COPHE (COLORA00 DEPARTMENT OF PUB. HEALTH ANO ENVIRONMEN7) RECULA710NS FOR WATER AND SEWER LINE CROSSINGS. 6) THE CONTRA070/7 WILL 85 RESPONSIBLE FOR RESTORING ANY DISTURBED AREAS 1N ACCORDANCE 801171 SPEC/F7CA1JONS, 7) ALL REMOVED 804758 LINE APPURTENANCES 70 8E SUPP0E0 TO OWNER, 8) 17.15 WATER UNE LOCR7/ON SHOWN aquas. 50/407 DEFLECT/ON, (A MAX. OF .7' PER JOINT) 9) ALL KNOWN SERVICES ARE SHOWN ON 111E DRAWINGS ANY UNKNOWN SERVICES NEEDED TO 8E 7150 INTO THE NEW SYSTEM SHALL BE PAID FOR AT UN17 810 PRICE 10) 8531.405 ACL 0/STUR8e0 ASPHALT 14147/ 3' ASPHALT AND 8" CL, 6 57719E COURSE MIM .2247677 EXIST DEPTHS IF MORE THAN MIN. ALL ASPHALT WORK SHALL 85 PERFORMED 140171 .4 14753/01404 4044410/0,01 1I) TIE -177 LOCATION CONDITIONS TO 58157/NC MAINS ARE APPROXIMATE CONTACTOR TO EXPOSE PRIOR TO OON328007/0/1 FOR FIELD DETERMINATION NOW TO ACHIEVE RE001 50 175 -IN. 12) ALL 07741725 IRON PIPE /1/NNGS AND VALVES SHALL B5 POLYWRAPPEO. 13) 472 7736777E IRON PIPE, /TDNCS ANO VALVES 5/64(4 8E EI77(E8 4£4/£/17 MORTAR LINED OR HAVE EPDXY INTERIOR COATING. 14) ALL WORK SHALL 8E PERFORMED IN ACCORDANCE W1TT1 CITY OF RIFLE STANDARDS AND SPECIFICATIONS. 15) .LL WORK SHALL 8E CORDIN47E0 WITH THE CITY OF RIFLE ALL 7/E-11/3 AND SHUT- DOWNS R5003RE A MINIMUM OF 48 HOURS PR/OR NOTICE. 16) ALL T15 -1N 40047/0NS SHALL 8E POTH0(50 PRIOR 70 PERFORMING WORK. rife ENGINEER SHALL 8E 40017782 OF ANY 97540 CONDITIONS' THA7 DIFFER FROM TT10SE SHOWN FOR FTIRINER IRVI /0170N 17) .CL PIPE ARO MATERIALS SHALL 8E RATE0 FOR WORKING PRESSURE OF 200 -PSI. I8) ALL PUMPS, MOTORS AND ELECTRICAL 500/04/587 SHALL 85 APPROPRIATELY 0£7247£0 FOR 180E PROJECT £LEVARON. 79) ALL CONTROL WORK WILL 8E PERFUMED BY r7408ER UNE AN0 ammo 00, OF MORRISON, COLORADO (CONTACT RANDY SULLIVAN 47 303-697-0446), 701/5 1764315 iNZL 8E PAID UNDER 7405 DON7RAC7 THROUGH 77/5 GENERAL CONTRACTOR. 720 MANHOLE' U0 98...481200 e/ �._ .A/FR 0 0F;L,00 ,RECAST 000073 101 AS REOMEO 'Vow 0011-515015 GROUT 10 FTP ep4/lAcx0 CONCRETE SPADING.S3 ED es. /TALI Prr3, , cantV11 ARDS( 80/? SCESow.hunone 0, u F1'Rr3 52.5 11111113111111111011 nog00000gogoao a o 0 0 0 0 ia�o�a000000, z /SOI N RTI 1/076+ 70/MP 714770/0 PREC(Sr &ASE -4ORAi1Ante PPE 7/wo 12" G/• 3 s• GGREUKD 9407 PLACE r0 CO /'41070 41.788' 20.78 FLOW METER MANHOLE DA75 8 2 AO' NOunt 98/11/05 8080 3 RELEASE FOR CONS7RUOI/ON 10/01/0.4 BOW NTS. DETAIL 6' Om) — - 5-0• r71-138' PVC FLET PIPE T " r F—i 30' 0' 4440 1/2" E- 6' 6 ) 1/14" 1/2"1'-19LAS1(^O Jf4" /T I 0' (1mj .7O" x 30" 0100 0-2 FLOOR nears Row OR APPROVED CORAL 5' 5-0" GABLE VENT I;; 4906 1 i_ SD. 4 5/B' -I CRANK' OPERATOR SLAB PENETRATION OW OF2 ALSO SEE 3/51) FLOOR SLAB PENETRATIONS SEE 3/S1 FOR OE7A5 \ 1' HOUSEKEEPING- PAD TO.PAD - 5.1210'-9" 74 I +- 'I x6 WAllS OVER i / CMU WAILS) ,, ' i CARLE ENDS (TOP.) cai// (4 1 tre-eSLOPNLG BrEf L 9' 0 1/2" - /0/1/ SENSOR SLAV PENETR4r/ON (SEE 3/5 4 5/8' 6" A00052 NATCN CURB FOR PLANT EDIER /0/'/ PUMPS k PhD 41P5 Si' PC1§-970CK l 44. MA DAN •' 2.„ „ 1.4 1,46110 \ 4.-9" s0. 22" (N) PUMP CURB OM OF 4) 1 TO.COR9 or 5325'-4" �04 /4'0 PETIE7p40ON (1777. OF 4) a1 s/4' BLOCK -01/7 N.M. FRAME ANCHOR GROUTED 1N CMU 0 0(7YP) 2 CAULK BOTH S/0tS 8.M, DOOR NWT /7LL W/ 00007 INSULATED Mkt DOOR PLACE 1005$8010 IN 8E0 OF MASTIC 1/2" MAX 07see VCr 24 0 ROUT L'� BELOW (d0. BLOWOUT 5-3/4" 1 6' FF. EL. = 5323'-6 coos OF 1f07 WELL BELOW (TYR.) 5 -2 i/4" 10'-5• 1'-0' !YET :YELL 2AALL RELOW 00/0') 8" CMU (TOP) SECTION 3/4" a 1'-0" 8" CMU INSULATED h:hf. POOR LOW If DORY; STAIRS Ge RNLI r (SEE ma A2) 4 1/2" -- J�f1 1/2' -.._ 4•-B" -O ascots' LFA/' MAN 1007 FLOOR PLAN 1/4r m 1.-0" ROUGH SAWN CEDAR REVERSE 1)(10 BOAR @ 1x4 55/4 idle" SEE NOT_�5/AI 29' 0' RAVE CNA ROOF"02 1' 050000 yDSf�B-- r}-!'Stf D/A070 DETAIL �vEELL < STANDING SCAM PETAL 900/' SEE NOTE 9/41 FLA541NC 0 OEOAR 04394 ALL AROUND (TIP) /OARING ROCK, SRW1S 84 RA/0/005 REMO (SEE 5817. A2) IP'" ,4 bb��..11UU''44�' Aism, FLASR/NG Q--1�0 1870140£0 N.M. DOOR - SEE DETAIL F SETT. S2 CAW( D0771 SIDES M.kf. ODOR FRAME /F/LG��8/ 080C12 1" SECTION 3/4" a 7'-0" STARRING s0At1 METAL ROOF SEL"' Now a/Al .1/00/ CAP TOP SLAB I 1.-0" WALL 947.0W SECTION 3/4' .000014/10/4 BEYOND 59'E 0/A2 FOR settle 1'-6' 0VER/442 MP.) ARCHITECTURAL Wares. 022/1/ k /0/8/09 Occupancy is 80909ed ad F5. design and conohuo/Fon shad Do 4, accordance with 110 (Inform 60!/6%09 Coda, 1997 Cation. 2) /550(A709" Wall: nos Spao/'oalkvr SooDan 04200 MASONRY 110/1 : R19, 6 -Vs" nam! 0/ thlckneo', liOorgiors bat/ with moisture b9Mor toward totenar space. 10.04/0/1,9 chat have Dean tested m accordance Oh AS9A E$4, sad have o Dame spread and smoke developed rating of 20. 3) GYPSUM 0RYWA/7. Shaft be 14.", non -0104, Manor gypsum o.41'/ gaped that is sag -resistant, 0 09/40/mnnc0 with ASTM 0921. Comma '09112 on atl,ehed to 1,90/09 wph 009/0 head, 940///•42 recess screws, spaein9 In accordance with the (080/ 0407190 25 Orywad shah ha taped Bpd Borchert In aecadanee with A57/4 0640, Scotian 9 0 10. Provide mega/ trim et ad overact edges. 4) DORS A. HARDWARE". Odom and !fames shod ha hodovr metal 16 gauge, lnsulo/04 oonshael100, 000048etur0r1 slandont altos os shown on the 8uwinga Doors ant! Demos shot/ he r11/8c1ted, factory pt/o00 coated, „d 0110/'94 k9/ a.6o+d.nee with 50/ 100. Provide overtopping 00/7990/ and 01/8499 or 1000 boil to secure inactive /4a(. ChM frames 90/0. lf1rdw,ra (180907, /0000,1 clorcA w99Meritrfppin9, and (9/44801) shad Da manul,9turar0 standard, grade 0/000//1119 far /n/anded soca, 1109e9 (1-%A Pa1r Pct 44/011 and /1140,0 shad ho 0/90/ess of89/. 10/(4// /'4 shall be 1n 9,0ordmra9 0th m9nuf9c/Nral'S 409Cmmend0//00r. 5) 5WDINC. 54109 acrd fa,a0 ,Kati be Rough S wit (05) Cada,, Grads 2 a, hot(, 993 maximum moisture canton/ alas as 40918 oaf an Oho draw/age. Saf/t 9990 bo •10" Rough Sawn Cedar Pfywo0d. 422,8 with ga/ranib40 nog -shank nils In accordance with 090 Table 23-1/-0-1. MAN o,7 horironIst splicer Stan all exposed wood 08441 fascia and rent members. 04.0,4nate stain calor with PUD/la Works D090(9, 6) ROOFING: ReofIng sh00/ be 24 amp 90Mon1m8 steel standing seam, with 1.25 or. math,/ (090). F4Msh shad to tach X aha1,d; 19,rd.'P9(9 roofing. 9010 019 Pa8//e Woks 0/1 0Yor. Ooh89rra9on shod be 10" namrna/ w111, with 2' 0/gh wrvputfona Pacts shah 40 Ono -place, complete 0410 dd9e cop, edge cap, cad end cap, (0!,1/0/08 to match /1081040.0 84 access 99091 090191ga1/0//. p'05/4119/100 98011 be In 991041,0ce MTh monuf0cla ers recomma,d0Nons. 7) 0550• Ad matalaIs 9poc'!hd herein ar9 1901/1/00049 by the Thoma* Company, Ma, North Kansas C/Yy Missouri. and Con bo swaged by PO Schaal Ca, Radon, GG, 303-278-07(5. Equivalent 419/09ah of otha0 maeulactura s may bo 001•/(0(06 o// approval of the Engi /9cn Mossary' - 9/x!440/, Eat scat 130 EaCr8-.01 of 90 to 60 92/001, 0,0,08 /0 third coat 156 Env;m-trete a1 4.0 to 00 m.7s - Mtad04 'l'8 coot !JO Envim-f.6 Masonry ROT at 60 to 80 9.7./900, second ,08 t0/rd Gnat 66 (/4^9970) Epo00/0o at 40 to /10 gypsum (/9ilboord0 9mt coat 51-792 PVA 54als, at IA t9 2.0 WE second coat 113 (8-5378) 104000-71,19001 of 4.0 to 6.0 mils doors /0 Pomo: surface preparation SS/C-5P6 Commercial 8/001 C/cooing, Nm/ cool 66 Ni-B9Nd Epox0hn0 a/ 10 to 10 ends. record coot 73 Ender,-Shl9/d at 10 10 50 70771 0000/071/ cloak aka arida primer,, sloe/ 1,080,tor'0 standard. S0rixe pr09000/on and app/19010, shelf ha In accoraonco rah 902909 /annf09lara/'a ,eeommendalle,9.. Cbl t, he cosrdhated 1/00 and stoteh /944 by Puh/l, Warks 09oclon. et suaterrALS/ Contractor /8/I spbm0 the m9owin9 f approval pnr f0 p0reh,04 ar (100'910 g q - Doom, ! ma4, and h,40w0,0 �Y4e Y►k Roohh9 - Paint Colors - 1/9/Oy Hata As96mhy - Roof and floor amass /09/00 - $50/18/09 5240/ ladder de Cara assembly Opel. 71661/ 0400,/00) 079 40477 /551)007707/ OVERHANG (1M.) ) PUMP C.L. (7YR) ROOF H4 SEE D/A2 5'Lc 2308 ,t©.I 2.308a0.7 76041S0 SrAAYNN0 5E411 m67A4. ROOF (00100 RY OWNER) [YE0 70 -12/16 4NO (7/00) AN O 41PREFABRICATED ROOF TRUSSES (SEE 1r 3'76E 51 POR LOCATIONS) �I� r 2 GYR. 70 CEELNC 1X6 CEDAR FASC(4 ALL AROUND (7YP,) 30-0" re 7'-O" 00118LE LEAF ODOR 6" FRACTURE FACE CIAO SEE SPEC SEC. 04200 t�u�'—��Lu °II€ 1iTt1iI1—rI /B" RGE PIPEIPEaroma- PIPE es901000 ) Neer weft BELOW \l' /x71/147 OF E0CAVATTON (717.) 50 a 100 YEAR FLOOD ELEVATION $/0055 uS ARM' CORP OF EN'0NEER0 (1982) FFj.04 (1906); 495/5700 10 /15/10 1968 VOW 50 7E40 AOOE' 5.121.17 ISM .5319.30 100 rEARs XCOE 1.29 Pau 5320,20 SOUTH ELEVATION 9/4' 1'-p• 5CHMUESER1 snasu¢cpa ICM PUSH -TYPE TO� NG BR/900 CRANE KIT /904515 h ri FLOOR ro I.; Li CERING /I! eGOK11{t 6" Spur FACE CAN SEE SPED, SCF 04200 (00071NG CRADE I I' IrT;fs`i3.I `W�_ wwFFLL 7/16"\ 23 8157! MIRE 16' AAS INTAKE PIPES 7. / SCHMUESER GORDON MEYER 1 18 W. 6TH STREET. SUITE 200 GLENWOOD 3pRINOS, CQLORAOO 81801 (970) 945-1004 OAX (970) 945-5948 GORDON MEYER ASPEN, COLORADO (970) 925-6727 CRESTED Burro_, CO (970) 349-5355 1/0490.00 w s E40 0/: enxineer'1(sgm-inFCarn �70rX,\25)9 1-1/2 ION Cad -mow TROLLEY HOIST ASSE0L871Y / 1 UI PLANT EQUIPMENT, IN y PUMPS {'11P.) p 5/8" GYP SEE NOTE 3/49 W14x'22 t(/NWAYM W/ sof RAIL C90114 TOP CHANNEL 0 RSO/. (SEE A R 9/51) � 1/4" 55 71000.5 SUPPORT BRACKET W/ 7/2.9 x 4` 55 epo.YY 9017 (4 rot e. tap 84 001(0/9 OF MODER) _ 0109 80050-09 SAFETY POSTS OR APPROVED COITAL ANODE" ON SS 1HREAU(0 SILO OC. (74 mow • 78 4/O£` 55 (A0/0/9 470/49, wA1(072'CE Wge 29 CFR' 3"10.22 /0 ' F)!8LQ 1K ACLORRANCE KATT4 AWS 01.1 J=17I 2'-t1T 8r 1 1 1 I 1 1 WEST ELEVATION CITY OF RIFLE RAW WATER PUMP HOUSE .„01% 0/SC1u0GE PPE BELOW 1/ REWSr0N 11{ I1. I71 „Hi rl_ !J - EL. �-�11r01/116 _ i ink Ir H_ ts 7/ SECTION LOOKING NORTH 1/4' n 7'-0" FOR 870 DATE 06-29.05 BY 0 ADDENDA /1 08-90-05 CC RELEASE FOR CONSTRUCTION r0/03/05 00W PLANS, ELEVATIONS, SECTIONS, & GENERAL NOTES }%4"-d.SS 8(100 . : 9' /2' /5C, d1M' 3/6" 5 J' 5T BAR TYP r 3" 22'-1 9/76' (/4' x 4" x 3'-8' 57 5/1 098 worm 70 54/0 ems /0 1/2' , 3' x 100 END PL PROVI0E 1/2"9 r 4" 56 EPDXY ears et 7• GAGE ✓ort N0 99055A-191 Drown by.• CC Data/ 0t-22-03 0c. /980 '9E., cc OF 27 4A/e; A9S_08»06-05,01 2dw0 0 ROOF SHEATHING 200 OUTRFCCER0 (7YP.) FLASHING 2X8 FASCIA s0FF7r sow METAL ROOF 2'-0" 5E5, i IJ 31 OPENING I REMOVABLE GRILL W/ /NSE¢r SCREEN 2X9 WALL 010400=1 7.tj4 NAILER PREFAB ROOF 1R5.155E5 1 •-A" `I , t SEE 4/51 I/2" PLYW000 SNEATMNG �+ 18/10 EXreNO 510109 2" J PASS [0.10 1714 BOARD CONT. ALONG 807, OF 61T7EN ()7P.) 100/00 R007 ROOF SHEATHING ROOF TRUSSES 8EYON0 •54" GYP CEILING 2X8 1R65TE0 50t, PLATE 8" CMU WAGG 8ELOW LEX GABLE VENT SECTION ..r -ow • 5/8' GYP CEILING 2'-6' CUR. OPENING • CENTERED ON ROW CL. (7Y°) .1 (5) 10' 10004405 (X1(05100 -- VI/ 1/2' 01ERL0P -- - 4• s'-11 4/2" -- 2'-6 3/4" 0' 2' NOTE: PANT ALL POSTS, /LIDS & AWES AS 1011.0 S. SYST4M.• E710A7 POL701141PAN0 - SURFACE PRCRARA10ON1 0500-596 CAUMERC'AL B/-410 01.670/01 - 17887 CRAY: e$ 111-90LD EPOxOUNE (50 -. 5A MILS) - SECOND mar: 3 ENDU84-50/6[0 !rn _ SP 5/1,92 (5.0 - 70.0 5/1.5 COLOR: TO SE 5kZECTEO 07 510500 .5' r-45 1/2' oil.. 0PE10110 A7197 R 4/01141 OF RAIL 1-1/2-0 570. SR. ARE 0057" 0 WM/NO SWOP PRIMED & F7510 PAINTED AS NOTED IN NOTES .41101/0 1'-0" lYP. (9) 8" 015E05 2"0 570 517.. PIPE 0001 00/d04SLE P047 W/ 1/1000 3750.0 00110.4 000 W/ 3/16" 17/4001 TO PL. PL. 1/4" x s7) x 5-7/2115) W/(4) 0E00670 .£0. LOr 60[15 7/2so4^g 4TH)x71/211v) PAIIERN 49/ MLN. 1-5/4' CGNL: SIOE COYER WELD RAILING 0087 ro P! W/ 3/10" RUST 1'-0" AN. COYER (hP.) 9' L.. 6 I- i 1 1-1 1 1---I ! I_.......I � I 1 11_ 1=11 PL. 1/4" 1' STH) r 9-1 W/ (4) RE011EA0 SS LOT 1/2"0 0 4" LP 4TH) x 4-1/25/) 051750/7 W/ MIN. 1-S/4" CONV.. 5I00 COM WELD 84/5NC POSr 70 PL. W/ 3/10' 0113001 DOTH 51DES 3 1/4" — •I• MLN. OMR (17P) +---1 I + 0500 r/ 3170TH 8" WALL RETON0 9' 4' DOCK LENGTH 4)/100 11000 soma 2'-5" W. x 3'-0" L 5-20, OR APPROVED EQUAL PROY105. APPR000/400 FLANGE' 0011005 TO WORK WITH ROOF SYSTEM 2X4 BLOCKING (T»? OF 4) 800001040 RANEE. PR014DE 71900 SEAL AROUND EDGES 'PUMP CG. ROOF HATCH SECTION DING DOCK SECTION 7/z"— -0 0119 73A77 IN5{1L4/ON 256 0GOCIONG 1/2" PLASHING CEDAR FASCIA 2' CONI. SCREEN YEN" W/ INSECT 50REEN s. CEDAR 1RIM 04ULK TREATED 2X8 SILL PLATE AVE DETAIL 3/4" s 1'-0" IIS►% 3/4' 9" W411 &Y01.10 Doot. L j11Lr 41111' ito&/.5- 01. 1/4" x 6TH) x 4-1/27110 / (0) RE'SS. LOT 60[75 1 1/2"2 x d'' 10 & 4' .0.spAcwo 107 / / w/ 0117, 1-3/4" C04= 510E COYER WELD R42/1.1POSY TO PL, 3'/15" 171/50 9011 210E5 LOADING DOCK SECTION 1/2' a 1'-0" 1%09 Jo. I ►u�� R� SCHMUESERI GORDON 1 MEYER 411010E4R5 Aiunvevoas SCHMUESER GORDON MEYER 1 18 W. 6'I'r•i STREET, SUITE 200 GLENWOOD SPRINGS, COLORADO 51 601 (970) 945. 1004 FAX (970) 945-5948 ASPEN, COLORADO (970) 925-6727 CRESTED 5ur0E, CO (970) 349-5355 E•rnail: enginoe1/5sgmanc.cvm CITY OF RIFLE RAW WATER PUMP HOUSE AVM - SER 8/015(00 DATE 108 810 55-29-05 120 CC 2 .400090A /1 09-09_05 CC 3 RELEASE FOR CON$1RUC170N (0/OJ/05 9OW SECTIONS & DETAIL .lab Na. 990554.191 Drawn by: CC 0016• 0(-22-03 A2 Gu 05S PE.• CC Flee Ad:S-06-00-OS_Rvv 2.owc OF 27 1 2� C PROYODE 0000/5 FOR A(,(, t 40/75/7: BARS INTO /0.10410 5/44FORN 2 --- s• 3"-2 s/4' 1 r/2" CIR. 70 ALL FREE ewes (ray 2' 0" 9' 0 s/4• f r/2" 0/00 70 ALL FREE ,971E5 (rm.) ".. 15' r0".,8 3' ' . sz �® 6" CURD ALL 4.4021f077»'.) 1 15'-s 1 1 95 AAO (2) /5 Ek 570E 07 "OC. SUMP 099) u /S ci y r'-4 b/e SIKSt J - - -.�.. N. J3' 4" _Li NOTE' REYNF0RC/lr0 ORtENTA900/ MACER MP 04/ 60170/4) BOMB 7QP BASE SLAB BOTTOM MAT REINFORCING PIAN - 1•-0• 31' e /4" /4- NOTE.' (FOR 3' & 4/57) 1. OW WALL DOWELS Nor SHOWN, 3E4" WORN A /0 4/52. 2. MK WAIL 00015 9/07 S0O2 5E2 5177!04 A 0 O/52 S. ACCESS 7AfON CURS. PUMP PAA & pm0 RES1RAWINC NOCK DOWELS Nor 5y0WN SEE SECOOR C, O, & E/92 4- S 07 /4" s'-7 3/4'I..-......» s" z' 0" s- 22 8' (�( L 2-7/2' x 2-1/2" x 1/4" 0 0'-6" WHEEL FLANGE o fi0r0 05 (1 .) 42' 11 r/' 1 r/2" CIR. 70 ALL FREE ewes (ray _ 9' 0 s/4• I r ` 15' r0".,8 I -4 %B" t — 14 ' . sz �® 6" CURD ALL 4.4021f077»'.) 1 —11;175.105-01 1 1 a I! 3 /S ci y r'-4 b/e SIKSt J - - -.�.. N. I! _Li I E -' 2• . 1 51-12" r r/2'c7F. ALL r v/ s'-9 J. (IYP. 9995) I .0A! 9'7.0G0X, 5' WALS2'-0- MOVE — a -B I ....4' (LW) PAD r 1 I 0"'11" 7 -0' - h041 T p 9'-8 7/2' 6. B- 51 $2 a' r0" KIP 18"m PEN47724R0N f (4 107) y53 I g Si 5Z „. tom 1 — / 1 I I 1 >_ J .. !=^ �-�. V- . 5 ®10" 00 (hs? E.W.) 77/577.? ADD (5)94 Fvu LEN07N FOR FA, 7' ..I �` °t-...' RE9NF. -� R9/70/ 37NR W/ "� 4-4" — 4' »« B' a 016EClr044 OF AMP PENEIRAR0/44 R (2) 95 FOL. LENO7y FOR FA. mecr1ON r mypaawAriam •plLATFOR41 W/ /5 9 12'0,6 E:x: /0 001YELE0 /M0 SON %ALL O' (S) /5 LON00 & , 7' 4' 12' 8" NOTE.' (FOR 3' & 4/57) 1. OW WALL DOWELS Nor SHOWN, 3E4" WORN A /0 4/52. 2. MK WAIL 00015 9/07 S0O2 5E2 5177!04 A 0 O/52 S. ACCESS 7AfON CURS. PUMP PAA & pm0 RES1RAWINC NOCK DOWELS Nor 5y0WN SEE SECOOR C, O, & E/92 4- S 07 /4" s'-7 3/4'I..-......» s" z' 0" s- 22 8' (�( L 2-7/2' x 2-1/2" x 1/4" 0 0'-6" WHEEL FLANGE o fi0r0 05 (1 .) NOTE,' RONfOR77NO OR/ENTA7704/ LAYER (TOP OR 507/044) 70P 501700/ 3=f4 J/4' 6' 75'-9 r/5' BASE SLAB TOP MAT REINFORCING PLAN 7/4- " 7"--0" L 2'X2' BOW 5/ 1/2' RAO IS 1/4"x 1-f0" OF 94/ (7YP.) 5' Rovser 7 0f4M CL 4 7/8" 000140E 0004/0/9 RAIL comr.0 RER ASO 400 30L. MAN((AL 974 ED OR .7/16" x 7" 5171CH %EtLED IN F/7/0 /4 72' 0.0 .7 OFFSET 0/ 570E a. 9141 POCKET 2 1/4' f1 SECTION !" w f'-0" 2- f/2' L 4' o J' x 2/8' CRANE NOP 0/4fD WALL .400 cam 80110 find. (REF' 47/52) 1/2" 3/4" i4RA ANCHOR x 2" LONG 0 3' 046E W/ 570. HOLES THR0 RUNWAY 61 FLANGE & HEX NUI if% ( 1/2'0 HAS. " 0 /2" TO ) F.F; 1(7/0) B" CA77 (7M) ) FNOE0£O f>:'D )ROL/CELLS 3 MAIN FLOOR SLAB REINFORCING PLAN (TOP & BOTTOM MAT) ' : SECTION SIqS l/4' .. 1-D' �„ 1" w 1,-0" ) STRUCTURAL. GENERAL NOTES: f) OMEN: Design and construction .had be ill 100ard0040 with lha .epuhtmenfo /6449 ,call 1c 240-%70 444 os follows: Snow ,mei v 40 pot /74er gip load w 40O per / of l+ 3 Orr alBulldnt Coda) -UM 2) E'AR717/009 , 040151 IS basad upon on 444.4810 sell beor%ng 904404 o a( 1500 ppr. .4 4amp01,'( 94079000/44/ 009:0047 Shod observe eft er4609/ 44 cod 07Mpeabb4 O44100/ons. 964947/rl under faatin70 and 4labs she11 be a select granular 4e004 conepo9(48 fie a ne9In um of 98$ Of SLandord P far mv»%n4m thy Wena040 199nd940, waifs 5Y99 be ba4kh'g4d evenly in 4" 411.e on doth sties of wog. S) 2/71-740/7 4WICREIE.0 Cormsole /49)1..11¢ -reg,, plaoeg, owed, and tosrsd in MOOrdoncw with 60:7drr9 Code Rcaobemonts for Structural A949/744, ') 310-0.7 Sea Soeoi/kollon Soca. 04700 2457 t0/ PLACE 204/CRETE: Conara/a mix shoe! ennr to The la0ow*5:-'—J erica num 25 day 0ompress*e 4rre490h 9 4900 44/ Wafarf74.'ne4/ ratio ie 050 Entrolned mr ee 5X to 7R 04/4(4rcirg shall conform to 42711 ABM 92 Cmde 90 Renforcng dro9 Da placed M 4404074404 with AC1 JIB. gars M a layer 4468 he placed with 4 9010 vm 1" b,4/7vn Darr except 47 994/041 .kp WOOS. F 4/42/0 2 -baro fen oil 490%1090,' 4enionf4l reinforcing of the MIn474 Lop all /024(orsv49 49 bar dfaaefor4 u,loss noted otherwise. 40pi' 94/404 49054048 40 o0 thalweg Co4s7ruoRon joints not 644401 an rhe drawings shall not fen /n/tolled without 9049 49974701 from the Englnanr. 0/994540/4 9c41bn and 444atration of 01 piping A: Whip 600000 sf99v94 with mechanical 20/4/44& 90/4rst0, shah by Bolan/ Wo(orsfep-RN f01 (1'x3/4') 44 manu(cch/ro0 by Coffoid EnnMnmant4/ r 0vmol4gies Gn Frothed 4001074140 at 91/ DONarn 4f 407/44. oil aenshu0Non /4/4/4, el be4]w glade pips .00/ porrelrelions, and as l4di4t4d 94 the th4wings. Adhere w4Lersrop fa all surf with Yafeky 447 -Adhesive. 0/440, rns149 wed 444479 4/1 wot0rstop /n 0494 da,00 Oh ell monufoc(4nori recommendations. 4) 414S9NRI3 1144c md. sh9N be psl, u . spec/a sa4 Spodit0ot17n constructed in 44e4M404, ,/1l, .4511/ 0474. Ooo.4/n /4 84401 on a p.Hsn sko0911, (lin) of 1750 04/4(4 09 Shad da erode S0. Lop ad heinf4raDr4 40 bar 4o0.4fer0 w eels noted otheru/se. 9441i44 04200 4445060/ S) $7E(L." Steal 4(4/7 9Minger4 /7 p51es 4444 be in conformance with ASIRR 426. Grade 50, NI One NW be m4do w+0/ plead 4.107 ma74/241. Ap 40044/44 shah 4o do4o *Oh E70& 0/4011ad0, kin 400,04049 .144 A4YS 04.1. e) Y/000 /905570 Nose, 044/1 bo 8,4'44.0, fobn4449/1 and 404991 in 40040744(4 .44 AN51/M 7✓4L'wrol Design 5Yand40 for 'dota19110te-Cann4004 Wood Irv44 Construe -Pohl 7.04704 444/1 be designed for 4 79/41 0049 Load of 20 p$7 441/ Roof Snow Load of 40 944 mica Solcuf4tiona and Shop 0mw.00 shod bear the 010419 ofd CO/crud, 449,91cren (04/1444 7) 01'002 /8+504 AND 0174004+5 M Dle074g and 00/04,4 4444 067479 9.904r Neth be Doegl49 F7n-Lanai 4r yam -1. Crude 2 of belt. Raot end watt sh41lhlr9 444, Lea APA farad 444011 en rhe Stem -Wm! dawmgx All coifing eholl be in 444407,000 x>M ebb 7 A9. r of ria 750, / QJ 02/77017442: '----5 Gonhoaf. .4611 submit /0e 744!44%14 for apprdao4 9050 40 1/4rn4,44 or febrc4//400 - C0naro)o pr... h accnrdon4, with Seahen 03300 CAS7 Rl PLACE coNcRETE - 0649155 pnnaue&n in accedonee 14 5 efien 04200 14509.91 - food /.'7704 2'-7 /2' 2011 GE040 f'AS344 BOARD ALL AROUND EDOE 01 ROOF 11th.) 1 (7(0) 1'--8' ((YP) 2/49 d IB' O.G. (77P. cA8LE ENOS) — 4'-5' 7 4/2' S/$'APA .72/060,0470 2' 7 7/2' 01 7 1/2,- z' 74/2'(711') 216 0 44' 0.0 S7v0 WALL /4 MOS BELOW (7M) 1 (0Pn9NAL-0OP/N0 2034 vac EN00-411.) //NS1,.//eA.%:L'/I//7 /l llJll%/..7 RIA I €I 27-8" 11 6" at, BEARING WALL BELOW (TIP) PU 0E1019 (/005 I I 1 -_ -e-7 0/2' 7/4' 7 r/2' — -- 6'-0' 72'-0' 04) /5 PREFAB. ROOF TRUSSES .47 SHOW ". 26'- J/4' 4 \ ROOF PLAN 74' 4' 2. 3 I/4" 3' 9 1/4' S1 3 1/4' n 1"_0" SCHMUESER1 GORDONI MEYER 001414,13004 400007919 SCHMUESER GORDON MEYER 8 W. 6717 STRZET, 50370 200 GLEMN000 SPRINGS, COLORADO 8 1 60 1 (970) 945-4004 FAX (070) 945-5948 ASPEN. COLORADO 1970) 925-6727 01437s -mo, Sorra, CO (9701349-5355 EwnaA: englnear44sgm,naconl CITY OF RIFLE RA TY WATER PUMP HOUSE MAW - 4+1/5/74 OR 910 DATE 46-29-05 Y 02 420EN0A /1 OB -09-95 CC 3 NZ, 5£ FOR CONSr0UCr10N 1D/03/0 500 PLANS & GENERAL NOTES lob No. 99055,4-'797 Omen by: cc Dolor 01-22-03 Al l 00/, Y/Be PC: CCC .99 bks 08-08-059.19d2.d«e °r 27 1 r/2" CIR. 70 ALL FREE ewes (ray _ 1 ADO (2} 05 DF ".9.1r Moth fm") For) —11;175.105-01 a 95 ft J3'-1" a r0" algy /S ci y SIKSt N. I! e--I NOTE,' RONfOR77NO OR/ENTA7704/ LAYER (TOP OR 507/044) 70P 501700/ 3=f4 J/4' 6' 75'-9 r/5' BASE SLAB TOP MAT REINFORCING PLAN 7/4- " 7"--0" L 2'X2' BOW 5/ 1/2' RAO IS 1/4"x 1-f0" OF 94/ (7YP.) 5' Rovser 7 0f4M CL 4 7/8" 000140E 0004/0/9 RAIL comr.0 RER ASO 400 30L. MAN((AL 974 ED OR .7/16" x 7" 5171CH %EtLED IN F/7/0 /4 72' 0.0 .7 OFFSET 0/ 570E a. 9141 POCKET 2 1/4' f1 SECTION !" w f'-0" 2- f/2' L 4' o J' x 2/8' CRANE NOP 0/4fD WALL .400 cam 80110 find. (REF' 47/52) 1/2" 3/4" i4RA ANCHOR x 2" LONG 0 3' 046E W/ 570. HOLES THR0 RUNWAY 61 FLANGE & HEX NUI if% ( 1/2'0 HAS. " 0 /2" TO ) F.F; 1(7/0) B" CA77 (7M) ) FNOE0£O f>:'D )ROL/CELLS 3 MAIN FLOOR SLAB REINFORCING PLAN (TOP & BOTTOM MAT) ' : SECTION SIqS l/4' .. 1-D' �„ 1" w 1,-0" ) STRUCTURAL. GENERAL NOTES: f) OMEN: Design and construction .had be ill 100ard0040 with lha .epuhtmenfo /6449 ,call 1c 240-%70 444 os follows: Snow ,mei v 40 pot /74er gip load w 40O per / of l+ 3 Orr alBulldnt Coda) -UM 2) E'AR717/009 , 040151 IS basad upon on 444.4810 sell beor%ng 904404 o a( 1500 ppr. .4 4amp01,'( 94079000/44/ 009:0047 Shod observe eft er4609/ 44 cod 07Mpeabb4 O44100/ons. 964947/rl under faatin70 and 4labs she11 be a select granular 4e004 conepo9(48 fie a ne9In um of 98$ Of SLandord P far mv»%n4m thy Wena040 199nd940, waifs 5Y99 be ba4kh'g4d evenly in 4" 411.e on doth sties of wog. S) 2/71-740/7 4WICREIE.0 Cormsole /49)1..11¢ -reg,, plaoeg, owed, and tosrsd in MOOrdoncw with 60:7drr9 Code Rcaobemonts for Structural A949/744, ') 310-0.7 Sea Soeoi/kollon Soca. 04700 2457 t0/ PLACE 204/CRETE: Conara/a mix shoe! ennr to The la0ow*5:-'—J erica num 25 day 0ompress*e 4rre490h 9 4900 44/ Wafarf74.'ne4/ ratio ie 050 Entrolned mr ee 5X to 7R 04/4(4rcirg shall conform to 42711 ABM 92 Cmde 90 Renforcng dro9 Da placed M 4404074404 with AC1 JIB. gars M a layer 4468 he placed with 4 9010 vm 1" b,4/7vn Darr except 47 994/041 .kp WOOS. F 4/42/0 2 -baro fen oil 490%1090,' 4enionf4l reinforcing of the MIn474 Lop all /024(orsv49 49 bar dfaaefor4 u,loss noted otherwise. 40pi' 94/404 49054048 40 o0 thalweg Co4s7ruoRon joints not 644401 an rhe drawings shall not fen /n/tolled without 9049 49974701 from the Englnanr. 0/994540/4 9c41bn and 444atration of 01 piping A: Whip 600000 sf99v94 with mechanical 20/4/44& 90/4rst0, shah by Bolan/ Wo(orsfep-RN f01 (1'x3/4') 44 manu(cch/ro0 by Coffoid EnnMnmant4/ r 0vmol4gies Gn Frothed 4001074140 at 91/ DONarn 4f 407/44. oil aenshu0Non /4/4/4, el be4]w glade pips .00/ porrelrelions, and as l4di4t4d 94 the th4wings. Adhere w4Lersrop fa all surf with Yafeky 447 -Adhesive. 0/440, rns149 wed 444479 4/1 wot0rstop /n 0494 da,00 Oh ell monufoc(4nori recommendations. 4) 414S9NRI3 1144c md. sh9N be psl, u . spec/a sa4 Spodit0ot17n constructed in 44e4M404, ,/1l, .4511/ 0474. Ooo.4/n /4 84401 on a p.Hsn sko0911, (lin) of 1750 04/4(4 09 Shad da erode S0. Lop ad heinf4raDr4 40 bar 4o0.4fer0 w eels noted otheru/se. 9441i44 04200 4445060/ S) $7E(L." Steal 4(4/7 9Minger4 /7 p51es 4444 be in conformance with ASIRR 426. Grade 50, NI One NW be m4do w+0/ plead 4.107 ma74/241. Ap 40044/44 shah 4o do4o *Oh E70& 0/4011ad0, kin 400,04049 .144 A4YS 04.1. e) Y/000 /905570 Nose, 044/1 bo 8,4'44.0, fobn4449/1 and 404991 in 40040744(4 .44 AN51/M 7✓4L'wrol Design 5Yand40 for 'dota19110te-Cann4004 Wood Irv44 Construe -Pohl 7.04704 444/1 be designed for 4 79/41 0049 Load of 20 p$7 441/ Roof Snow Load of 40 944 mica Solcuf4tiona and Shop 0mw.00 shod bear the 010419 ofd CO/crud, 449,91cren (04/1444 7) 01'002 /8+504 AND 0174004+5 M Dle074g and 00/04,4 4444 067479 9.904r Neth be Doegl49 F7n-Lanai 4r yam -1. Crude 2 of belt. Raot end watt sh41lhlr9 444, Lea APA farad 444011 en rhe Stem -Wm! dawmgx All coifing eholl be in 444407,000 x>M ebb 7 A9. r of ria 750, / QJ 02/77017442: '----5 Gonhoaf. .4611 submit /0e 744!44%14 for apprdao4 9050 40 1/4rn4,44 or febrc4//400 - C0naro)o pr... h accnrdon4, with Seahen 03300 CAS7 Rl PLACE coNcRETE - 0649155 pnnaue&n in accedonee 14 5 efien 04200 14509.91 - food /.'7704 2'-7 /2' 2011 GE040 f'AS344 BOARD ALL AROUND EDOE 01 ROOF 11th.) 1 (7(0) 1'--8' ((YP) 2/49 d IB' O.G. (77P. cA8LE ENOS) — 4'-5' 7 4/2' S/$'APA .72/060,0470 2' 7 7/2' 01 7 1/2,- z' 74/2'(711') 216 0 44' 0.0 S7v0 WALL /4 MOS BELOW (7M) 1 (0Pn9NAL-0OP/N0 2034 vac EN00-411.) //NS1,.//eA.%:L'/I//7 /l llJll%/..7 RIA I €I 27-8" 11 6" at, BEARING WALL BELOW (TIP) PU 0E1019 (/005 I I 1 -_ -e-7 0/2' 7/4' 7 r/2' — -- 6'-0' 72'-0' 04) /5 PREFAB. ROOF TRUSSES .47 SHOW ". 26'- J/4' 4 \ ROOF PLAN 74' 4' 2. 3 I/4" 3' 9 1/4' S1 3 1/4' n 1"_0" SCHMUESER1 GORDONI MEYER 001414,13004 400007919 SCHMUESER GORDON MEYER 8 W. 6717 STRZET, 50370 200 GLEMN000 SPRINGS, COLORADO 8 1 60 1 (970) 945-4004 FAX (070) 945-5948 ASPEN. COLORADO 1970) 925-6727 01437s -mo, Sorra, CO (9701349-5355 EwnaA: englnear44sgm,naconl CITY OF RIFLE RA TY WATER PUMP HOUSE MAW - 4+1/5/74 OR 910 DATE 46-29-05 Y 02 420EN0A /1 OB -09-95 CC 3 NZ, 5£ FOR CONSr0UCr10N 1D/03/0 500 PLANS & GENERAL NOTES lob No. 99055,4-'797 Omen by: cc Dolor 01-22-03 Al l 00/, Y/Be PC: CCC .99 bks 08-08-059.19d2.d«e °r 27 DUR0W471 9 C.A. ® 15' O.C. HORIZ. REINFORCEMENT 7507) CENTERED IN WA7 /50480.0. 01171 WALL VERT. RE7NF. TOP SEAR TOP RE7NF. SEE 3/5/ (rip) 1'-O" 2 21'-1 9/16" TOP 5529 905 REINA. SEE yV41 .T) 2" DLR. (rrP. 70 ALL GARS)J �-� /5 x p 9' 0.0 /5 x 8" 948" D,O, MAX. W/ 2'-6" CONTACT LAP. PROVE ONE FOR EA BERT 04/0 WALL REINA (1111.) NOTE.. 1. 5,,3W. . WEST WALL 2. E.W. 5457 WALL .A SEE PLAN (3 & 4/31) FOR WALL ORIENTA77ON. 4. PROVIDE MVM 1" 0117. BETWEEN ALL REINFORCING, EXCEPT FOR CONTA07 LAP SPLICES 5. PROVI0E M/N. 1-%2" CLR. 5ErWE£N REINA. TO ALL EDGES. ADD '5 ® 10" 0.0 I M.� (ITP.) W/2-8" 1� •GON7ACT LAPS •� S x .1 (FOR EA. .3749 W /1OR1Z. 51AR) } ,f5 x 22-0" (M4171 NUMBER & SPACIN OF TC. L -BAR (7r!?) ..Jl p45 x 31'...1" �®12"0..1C. rol 5 A ■tl��l H /5 x 3r'-1 9 12" 0.0. "Y 5x8" 98'0.0 17/ e-6" CONTACT LAP SASE SEAS TOP RE/NF. SEE 2/51 (7711.) 4070017 WATE1S7OP SEE NOPE 3/51 r"-.4" 2' GER. 3' CLR. RASE SLAB 80T. RE7NA. SEE 1/117 (7121) AIEAST-WEST WALL SECTION O 3 /5x 6"214"0.0 W/ 2'»8' CONTACT LAP S1 S2 3/4- 9.7"7.1 /4" "a A.S. 0 24" 0.0. W/ MIN. 8" EM8ED. IN CONC. PREFA8 TRUSSES (SEE 4/57) SIMPSON H3 HURRICANE nes (7777) 238 TREATED SILL 11741E 00904ALL 9 016 ® 16" 0.0 HOR17 REINFO/70/3 117 (IFP.) 2148 8GOCA7NO 8" 79(155 HEEL HT (1111.) PLYWOOD SHEATHING 1S££ 4/117) 111 FASC7 BOARD (SEE 4/111) (2) /5 CONT. 1/2" C7/1 (TTP.) ,¢S 9 48" O.C. 8' 071/1 TYPICAL EA VE SECTION S1S2J 00094E 7011 111/17E (111.) 1 PLYY/000 SHEATHING (SEE 4/51) 0078/00ERS (SEE 4/51) PREFAB ROOF TRUSSES (5££ 4/5T) (2) 236 HEADER 2X6 WALL FRAMING' (SEE 4/s7) B.O.VENT £L. g 5)311'-f0' 8' CMU WALL 87708' AASC774 80AR0 11 (SEE 4/51) 2'-0" SO• 0P/N1NG 1'IO" EXTEND PLYWOOD J 2" PASS 7100 2X8 TREATED SILL PLATE GABLE VENT SECTION 3/4' = 1L0' AUR09/ALL 9 GA. 9 1G" O.C. HORT.. RE7NFORCEM£NT (7717) ! CMU WALL 'VERT REINA: /5®4800. } 0ENTERED IN WALL ROUGHEN SUR/11C£ UNDER nausea-camPAO (SEE J .&A-011 FOR PAD LOCATION (1rP)► 4000111:1110110111011 FF� 1 iiili 70P 5YA8 TOP R£!NF SEE 3/57 2./'-7 9/16" 7011 SL19 801 RE718: SEE 3/111 (77P.) 45 x 2i 49 12" OD 2" CLR. (7111. TO ALL BARS) /5 x8" 990. SASE SL48 TOP 44A7 RE1116 SEE 2/51 (71.717) 2" CLR. ) rat?. -I 645E SEAS BOT, 4fAr R£1N1i SEE 1/S1 (TTP.) J /5 x 8" ®49" DD RIAX. W/ 2'-6" CONTACT LAP. PROVIDE ONE FOR EA. VERT. CMU WALL REINA: (7111.) NOTE 7. SEE PLAN (3/01) FOR WALL ORIENTATION. 2. 11RO7DE MIN. f" OCR. 5E7Y/EEN ALL REINFORCING, 11X0£111 FOR CONTACT LAP SPLICES. 3. PROVIDE M/N. 1-1/0" CLR. 8ETWE"EN RE/N7 TO ALG EDGE5. 2'-5" W/ 2,-6." •� /55$71L., comer LAPS .7 (FORE4. SLAB 1 HOW. EDW) x 22 07NUMBER SP & �) SPACING O11 F 7011P L -BAR (IFP.) /5 x 20"-5"&j. 72' DC. m! Ito �- /5 x 20'-5 0 12" 0.0. VOLCL47 WA1£R57011 SEE N01E .1/51 I L b /5x 8"®9'0.0. NORTH -SOUTH WALL SECTION 9i"4 A.O. 9 24' 0.0. W/ MIN, 8' (HEED. IN CONC. 2'-0" BOND SEAM GABLE' ENO WALLS &. ) TM 1/4" TWALL 1,,, O PAST EA, CORNER) 07,1,YP.� THICKNESS (7111.) 874 4'-D' (7 (2) '4 CONT (TYP OF 3) ALSOCORN 11807/058,4/'! 4 x T CORNER 8485 FOR EA. HOW. . BAR w 8" CMU WALL 7/2' CLR. (1111.) GABLE END WALL BOND BEAM SECTION s s 3/4' ar 1,-0" 400E9 REINA: ON 64. SIDE (SEE 1 & 2/51) 945E 11/49 TOP MAT REIN: SEE 2/57 (7711.) 2'-10" 570,, RE/NF. (SEE RE5PECTNE 3E071011S) I'-0" 7711, 1'-0" RASE SUS 901. 7447 1)70/117 SEE 1/S1 (ISP.) 1'- -- PER PLAN -( L.- I-- TYP IAM" SUMP t 2=0" 7111 6' 0' BASE SLAB SUMP SECTION 3/4" = 7'-0" BEND (TRIM, (F NECESSARY) HATCH ANCHOR STRAPS 70 PROVE /19/ l %z" CER. AY 4E1(2 TOT.) 70P SLAB 7011 281/11 SEE 3/51 (77P) TOP SCAB 907. ROW SEE 3/111 (771) 44 x FORM 10 O.D. OF PIPE 36" x 36" 114700 K-4 FLOOR ACCESS HATCH OR APPR0750 EQUAL 8E70E0 STEEL PIPE s. {2 707.) /3 CLOSED 77ES (2 TOT.) TOP SLAB RE/NF. SEE 3/51 (IFP.) 3' 0" S0. 3' 6 3/4' 50. h a. a. ^a 0011NERS (4 707.) FLOOR HATCH SECTION 3/4" a T=0" 2'-0" 54" x 2 $...S RESTRAINING STRAP W/17.,"9 S.11 EXP ANCHOR (TYP.) ( 6' O� SECTION I'-6" 1'- ,S 1 J Lf 3/4" - 1.-0" NOSE.' 7. 5£E PLAN (J/51) FOR WALL ORIENTATION. 2. PROVIDE 1491. f" GER. 9ETWE1N ALL REINFORCING EXCEPT FOR coNT407 LAP SPLICES 3: PROVIDE MIN. l-5' 0464 957WE£N 17£7/111 TO ALL EDGES. /55 x 20'-5" 21 12" 0.0. ALL VERT WALL ROWE:: SEE 511G770N A 8 8/52 hf /5 x 2'-6" 8 12" O.C. W/ 2'-6" CON7AC7 LAPS b 612'0,0 STAGGERED f' 0" (1117 ALL WALLS) '7Yy 12' O.C. N A 8" CLR 7/21 OPENING/PUMP 1";,""‘ ('z2"R FE/WER£D PROVIDE NON -SHRINK GROUT 70 SET FNB' PL)MPS 9 PROPER ELEV.. (ASP.) /3 x0(2 7017) ,415x ry(4 MT.) TOP SLAB 7011 REINA. see 3/51 (rra) L. TOP SLAB 801. RE/NE.. # 1 SEC 3/31 (7YP.) W 1Y '7 E I 11 AN0710i4 PUMPS PER I MNA8-/500MM£NDANONS IA (2'3 PUMP PAD SECTION ,y5 x FULL HEIGHT OF WALL 44415 REINFORCING ® 80TH 5YOE'S OF ALL OPENING {719. - 9570110) 8' CM 0430WALL 9 GA. ® 16' O.C. N08/2. REINFORCEMENT (7/P,) N0!• PROVIDE 4' BEARING ON GROUTED CELL EACH SIDE MP.) 400 (2) /5 VERT FULL HEIGHT OF WALL ON 801/1 SIDES OF OPENING & 70 £4. FACE OF WALL 71/ 00WEL5 7O SASE 51.48 (TM) ADO (2) /5 x 11'-0" CENTERED ON OPENING 0 TOP & 801. OF OPENING & 70 E4. FACE OF WALL (1111.) ADO /5 x 5'-0' CENTER110 ON OPENING .45 SHOW 70 EA. FACE (9 707AL - 3748.) /'6 x J7'-1" 9 12' DG, b j /3 x 6'-9" 27AG(ERE0 J .0 12" 0.0. ONG DIMENSION OF TANK /5x31' -r"® 12'80 TYPICAL WALL CORNER DETAIL s 1 s 3/4' 7'-0" 4 x (OPENING WAN 4. 3'-4') CEN7ERE0 ON OPENING 10047E0 0 TOP & 807: OF ALL 011521/7 5 (IFP.) u3%a"x Syr"x%' LY OF OPENING DOOR HEADER SECTION 3 2." CLR. (RP.) NOTE.' WALL veer & N0R/Z REINA. NOT 5/104/11 FOR CVARI7Y. INTAKE PIPE WALL PENETRATION DETAIL 3/4" - P-0" 110/17107117#21 GOR450N14� EYER 484085 Ms SCHMUESER GORDON MEYER l6 W. 6TH STREET, 5011!. 2.00 GL6/1W000 SPRIN65, COLORADO 8 607 (970) 945-1004 FAX (970) 945-5948 ASPEN, COLORADO (970) 925.6727 CRESTED BUTTE:. 00 (970) 349-5355 •mail: nnpmee.C?$5m-ifC.cofn CITY OF RIFLE RAW WATER PUMP HOUSE NUM- BER 11 5(01V FOR 910 8E1E4SE' FOR CONS7RUC0ON 08-08-05 CC 61/03,213 5017 SECTIONS & DETAIL Rob Ne. 990552-791 0',.'# Al CC 0445 01-22-03 2 OC: PE CC -08-7)5,,7 011 OF 27 ELECTRICAL LEGEND SFRNCF ENTRANCE 4411ER 10 SOP C'^0.• /110104041 TERMINAL 414 4'-4" 10 CENTER ■ PAD MOUNTED TRANSFORMER FOUT;I^PIM0 02 Ey CON1AC10R 50 30 . AMPERE RATING ElMH . 4'-8' TO TOP IC11 040441111 MOTOR STARTER MN . 4'-6' TO 107 EFFUSED DISCONNECT MH r 4'-6" TO 10P co#FUSED DISCONNECT MN . 4'-6" TO TOP (9 MOTOR •JR PANELOOARD LTA LITT . DESIGNATION 5-9" 10 TOP PHOTOCELL TIME CK OC CIS, MH 4'-0" TO TOP IgIC0481NANON MOTOR STARTER . 4'-6" 10 TOP THERMOSTAT 414. 4'-B" 10 TOP 0011010 414 . 1'-6" TO CENTER DUPLEX REGEPIACLE B . 0140017 NUMBER (1YP1041) W - TYPE - SEE AB8REY1A710N5 100RPLEX RECEPTACLE ASN 1101014. - SEE EOu:PMENI SCHEDU1E SPLIT 0A100 RECEPTACLE w SWITCH 0E5E02E0100N A1NC1004 40X - CEILING ,)UNCTION 400 - WALL 4UL11-PORT SIGNAL 1 - TELEPHONE N - 141140811 C - COAXIAL CABLE .0 TELEPHONE - PAY MN . 4'-0' 10 CENTER TELEPHONE - WALL HANGER TYPE 144 n 4'-6" TO CENTER CER,ING RECEPTACLE Wy 22,01000H 4H - 5'-10" 10 CENTER 066 SINGLE POLE SNATCH 04 11441014 DESIGNATION 0 • 1111T0H PIPE LIGHTING 4180/RFS MH . TO Fl%117111 00TT01 Orr FLu0RE10EN1 - LENSED A - TYPE - SEE SCHEDULE D . SATTCH RESIGNATION 1 . CIRCUIT DESIGNATION HALF SN42ED .. EMERGENCY 1--0i-1 FLUORESCENT - aPEN �A 1 CEILING MOUNTER n A t WAIL KNACKER MM SEE PIANS I0ISIRHVFNTA11022 ® WATER FLOW SENSOR En 2yA1ER 1104 1RA149M11TE14 MO101VAE SENSOR T£4PERA011RE SENSOR [EU LEVEL SENSOR GFNFRAI CYBA014 O 0011IPMEN7 1 AC -I m 01011401104 - SEE 1011EOUL£ O FLAG NOTE QREVISION 4000 01144010 ,+& 000000 'HARK l�.G�"11./.T . SECTION RESIGNATION 01 . REFERENCE 0440040 CON0.01E -11-P1-7 — 004001110 A00VE GRADE P1-7 « PANEL & CIRCUIT HACHURES . NUMBER OF WTRES UNDER FLOUR 0R UNDERGROUND FLEX / 01-747ME RUN 414E LINE DIAGRAM P1-7 . PANEL dr. CIRCUIT 248.000011 w NUMBER OF TARES TURNING UP TURNING DOWN SURFACE RACEWAY FEEDER: 3-2"FVC 0000111 1. SIZE SF MATERIA!, 3 44/0 NUMBER & SIZE OF 0 & N THOU - AL INSULATION & CONDUCTOR 11149 ORO GROUND SIZE or USE0) TNW - CU 1454LA110N & CONDUCTOR LP1 METER 70141160040 - SEE SCHEDULE LP1 . 1ES1GNA1ON CURRENT TRANSFORMER 603 c'c SO NSNR €/60/5 00/3 ELISEO SNITCH 60 AMP 3 POLE FRAME OEWCE / 12 50 ANP KTN4 FUSE INFUSED 54R40H 00 AMPS 3 POLE MACE IF 12 1140111 BREAKER 60 AMPS 3 POLE DEVICE 1 12 -1 POIENT111 1RA4Sf0RMER 400 k.rir'n 30 120/200 DRY TYPE TRANSFORMER 403. PRIMARY VOLTAGE 101 P 01001 414100 30 T. KVA RATING 5 . PHASE 120/200. SEC. VOLTAGE CI GENERATOR (--� AU10MA11C TRANSFER SWITCH •1 30/2 . AMPERE RATING/POLES L.t _J30/2 ABBREVIATIONS A AFF A10 SKR EM EMT EN E% GRC GRO IO LA NIC NL 010 0 PVC 04 WO 04101R£S ABOVE nN15NE0 FLOOR ABOVE FINISNEO GRACE BREAKER CEILING SWITCHED EMERGENCY 11E01'011AL METALLIC RISING 4014.141101110 0140040E400 EXISTING CR00110 TALE CURRENT 1N1ERROPTER GALVANIZE() RIGID C0N6011 GROUND ISOLATED GROUND ARCHON 14001 010 OPERATED 5m1CH 14110* 4171 P1101 LIGHT LIGHTING ARRESTOR NOT IN CONTRACT NICHT L10HT NOT 00 SCALE CCC(1PABST SENSIN1 5W000H POLYVINYL 01410410E MOTOR RATE0 SMIRCH W£AINERPR000 WEATHERPROOF/GFIC I04141NG PROT-171014 d AR TERMINAL Q GROUNDING ROO WITH THERMITE CONNECTION • 14180101 GROUNDING CONNEC1104 ■ MECHANICAL 04111401N0 CONNECTION ---- 455E110100110 GROUND 000000100 GVc,S GRANO VALLEY ENG{NEERINC 001.000NS ELECTRICAL CONSULTING ENGINEERS 1010 O0014 07011 00110 11/4000E CO 61501 (970) 058-035) TAXI (9100) 705.8349 jEE HIE CFNFRAI ATF NOTES. Q PR0410E A SEPARATE GREEN INSULAIEO 04012140 414E 40E0 PER NATIONAL E1EC1n10AL OOOE TAOLE 250.172 IN 411, BRANCH 1740011 AND FEEDER RACEWAYS CONTAINING EWER CONOUCTC45. GROUND 141E IS NOT INCLINER W NA1HuOE COUNT ON 040101400 Q ALL RACEWAYS INSTALLED 040400 ROONO, OR UNDER ME WIPING SHALL BE 140 SMALLER THAN 5/4", • ALL CON0001000 INSTALLER 0NDERGR0000 OR UNDER RAE B5IL0NC SHALL BE N0 SMALLER THAN IL2. • WHERE 980 VOLT BRANCH CIRCUITS 101010 LOO', OR 209 VOLT 804HCH 0147/115 000a0 17•. INCREASE 414E 112E TO /t0. ANO 1404EASE RACEWAY MEC To • 40IN11440 HEIGHTS SHON4 ON THE PLANS TAKE PRECEDENCE OYER 0(11*L1 MRUNRNG HEIGHTS SNOLMN IN ME 1100140 • SEE SPECInCARONS FOR AODIRONAL CONSTRAINTS ON P0NE4 AND 00110IN00000Ns 5E00011, ANO OUTSIDE BRANCH 0001175 ANO FEE0ER5 PA0MGUNIE0 URUTY TRANSFORMER ROOSTER 014110N it tN /'' f !• rj ~r 1 M UNDER:9017ND PRIMARY \ / 704 C. �J PRO`AOE AR TERMINAL ON ROOF AS 114004100, ANT 1 411010LS SN10L Be 50410 3/6" DIA COPPER BAR. 12 ' LONG AND VL LABELER. SPACNG SHALL N01 0401E0 20"-0". NR 011004441 SSAtI 01 1000110 W.11H14 2i OF 00005 EDGE. PRO`A0E 401120 COMPATIBLE 19TH ROOF AND ALL NECESSARY HARDWARE TO SECURELY MOUNT AM TERMINALS IN A PER0ANEN1 AND RIGID BANNER. COORDINATE 4104 ROOF INSTALLER FOR PR0405N0 AN A9010CNAL 12"412" PIECE OP ROOF MENBRA4E AT EACH TERMINAL LOCATION, 00 NOT PENETRATE ROOF OEORR4E O PROVIDE 1711525 01RANOEO COPPER. OR APPR0VE0 EOUIYAL.E410. FOR 0411R00NNEC1INC 10INDIC1045. ROUSE CONGEALED. R00P 411100114 1ER41NAL5 As IN0404110, SECURE CON0011001 14124 APP140vE0 FASTENERS. SPACED 5'-0" MAXIMUM. COORDINATE MSM ROOF INSTALLER 14011 PROVIDING AN 005T00NAL 0'00" PIECE OF HE40RANE AT EACH R000 0TTAC411114 100000N. 00 40T 100412401E ROOF 1E2.140ANE. 1YPICAL FOR ALL INI0RCONNECRNC CONDUCTORS 0 PROVIDE 0006L100 0ONO3CTOR 10 00NNECi 0044105 PRO4ECTI00 SSSIE4 TO $IRIE0 OROUNO RODS DOM CONDUCTORS ARE 10 RUN 04 AS 5100000/ A 1112E 40 CROWN/ A5 /00551611 41NATOM 00410000OR BENDING RADIUS IS 6". ROUTE 0046)01040 INA 1" PVC SLEEV1 114510E EXTERIOR WALL. PR0100E FOR ROOF PENETRATION SEAL. 000400NAIE DETAILS WITH ARCHITECTURAL AND STRUCTURAL ENL74EER. SEE GROUND CONNECTION OET1L ON 1115 SHEET, 4Q 1000110E /2 1174,4000 COPPER 0180*010* 0401140 8410 A110140 041 101011400. 01400040 RING HS 10 BE SUMER 24" BELOW C494.0E, IF BED R00( PREVENTS 24" 00ER 141401, BURY 000/110104 AS 0117 AS POSSBLE. 7402102 EARTH 0R0UN0 ENHAN04EN1 MATERIAL IN LOOSE R004Y 501E PROMOS A 1/2" OIAMEIER X 10' LONG COPPER 0,,,0 GRW40 ROD AT MI5 1000104. PROVIDE 0404418400 9E10 AT 415 CONNEC00N TO GROW40 RING TARE, SEE GROUND CONN£000N RETAIL 04 MIS 04E11, LIGHTNING PROTECTION SCALE: 4/8" . I-0' I A "y. I. I 0 2 0 8 r') „J F FOON001004 WAIT ^--- . 01015010 0TA0£�\✓\y EXOM£RMIC CONNECTION 0141001 NOR COPPER 00WN1EA0 FROM ROOF UGHTNI40 PROTECTION 515119 T" PVC CONDUIT 0X1£40 TO 40010 PENEIRAIDN 10 (MORE. GROUND 140D /2" GIA X toy, COPPER CLAD STEEL IN, GROUND CONNECTION DETAIL SCHMUESER 1 00000N 1 MEYER ` 14114N0045 41 41040800115 SCHMUESER GORDON MEYER 118 W. 611, Street, Suite 200 C€Inwood Sprinqs. Cola` do 81601 (970) 945.'1004 FAX (970) 945--5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO(970) 349-5355 0.40042 9191nee1191910400.010 RIFLE BOOSTER PUMP STATION NUM- 8ER ELATE AtY SITE PLAN ✓1441 Na 50610 Oram 8041 JLM O82e: 08/04/05 EI PC: 11441 IPC: flile: *Z9/ OF 000E04 PANEL SCHEDULE - L1 TYPE: PANEL00040 BUS 5280 100 PHASES: 3 NEUTRAL 0139 YES VOLTAGE: 120/206 MAN 0407, 100 BRIM 4 GROUND 0U5: YES ENCLOSURE: MELVA M01..13700: SURFACE 5C RATING: 10000 70AD TYPE 1000 OESCih7002 AMPS POLES CHT/ LOAD 0 C309 'LOAD AMPS POLES LOAD TYPE 1000 DESCRIPTION 8000 HEATING --- --- --- --- 1 3727 A 2 536 20* IP WITTING CEN£NA1 -«« NKR HEATING ELECTRIC 0471 HEATER-10ko (04-1) --- 40A 37 3 3327 0 4 400 20A IP RECEPTACLE GENERAL -_- M(0R HEATING --- --- --- --- 5 3321 C 6 500 200 IP MISCELLANEOUS 410 PANEL --- 1.1EC4 COOLING --- --- --- --- 7 743 A 8 01P 00 SPARE UNALLOCATED FUTURE --- ALEC4 COOING EXHAUST FAN - 1.511P (Er -1) 50 244 943 B 10 0 OPA SPARE 0081.1.0001E0 FUTURE PERT COOLPIC --- --- --- --- 11 793 C 12 0 00 10 SPARE UNALLOCATED FUTURE -- SPACE --- „_ __.. ___ 13 0 A 14 0 --- SPACE - SPACE --- -__ --- 15 0 B IS 0 --- _-- 774CC --» ___ SPACE --- --- --- --- 17 0 C 18 0 +^- SPACE ___ SPADE --- _..» --- ....» 19 0 A 20 0 --- --- SPACE _-_ --- SPACE --- --- --_ --_ 41 0 0 22 9 --- ___ SPACE --- SPACE -»- --- -^- --- 23 0 C 24 0 --- ..». SPACE --- LOADS BY 7YPE: LOADS BY PHASE: L0A0 CONNECTED DEMAND 0804X0 TYPE 1000 (00) FAcRee 1040 (00 4/0 PHASE A 3 0 CONNECTED CONNECTER BALANCE 1400 (VA) LOAD 141475) (PERCENT) 000000 334,00 1,25 420.00 KITCHEN 0.00 0.00 0.00 7004E55 0.00 1,00 0.00 RECEPTACLES 900.00 LOO 900,00 4E0171E4147 9960.00 1.00 9000,00 MEN 000000 2378,00 1.00 2378.00 MECN YEAR ROUND 0,00 1.0D 0.00 0771+00CE 0.00 1.00 0.00 MISCELLANEOUS 500.00 1.00 000,00 MOTOR 000 1,00 0.00 SPARE 0,00 1.00 0.00 LARGEST MO79R1 ABOVE 0.25 594.30 4450.20 57,15 0-6: 84.8 5019.20 41.03 0-0 92 401020 3849 C-04 9E4 70107/040040E 1/094.90 59.13 92.4 NOTES: I. 100 LARGEST CONNEe140 00100 1050 15 INCLUDED IN MECHANICAL. 7*0CE5S. OR MOTOR LOA05 TOTAL 17094,74 12001.00 R111 PANE G 4clE GRAND VALLEY ENCIN£ERINC SOU/DENS ELEC0101CA4 CONS0LTIT40 EN4NE4947 334 0410.14 Rae 04000 00847:24, ,9 41503 (910) 250-0557 FAA: (970) 245-4314 LIGHTING PLAN SCALE: 1/4” • 1 "1 ' P'4 1- ( 9 0 1 3 • a 10 NORTH `1 1. RTI) 740(7 C4 111 FSI 4121 t • • I 1 1 EUCXg UGHi1NG FIXTURE SCHEDULE 0E5G- 4400OO 400140E WATTS LAMPS RETORT W.D00/01A 14400 0*701E TYPE 404090 4018Rµ 05191 1.01,17 CITUSE4+040 LCC TOi MFV0E 0000740 LAUD TIME LAMA 0(50AP40A LAMP LM0(05 FIRST BALLAST SECOND BALLAST 414113RE EN0ORMuE01 MAN070CSVR£R CA1AIOG N110000 OPER APPRO0E0 74334/1(EVR705 407777941145411)0100 A 120 VOLTS 45 WAITS 3 14740(5) 4,5 INCHES 24 091710 48 INCHES NET LOCATION CAST µ0404u PAiy1E0 *RITE ANTE TRANSLUCENT 00E01 HARD CB0 RECESSED 7100RE5400r - RASO START 524 18 3500 440 N 10 EFT 2050 0008X5 EtEC1R04:C 20X910 0.E01104100 50 DEGREES 0 DAMP 410900 3 ART 7 5 32 812.123 129 1/5 6.0110,00 CTAWNO RECESSED 49 4000 ACT L4C4CCR FLANGED TAUTER Mfg .125 ACRY7,C 0431401E LETS AND *E0 0000373 LABEL. AE 129 VOLTS 95 WATTS 3 0000(5) 4.} 000<ES 24 404405 48 WOES RET LOCATION CAST 4[74:7;4 78,7700 *RUE ' 1044E TRANSLUCENT 415E20 HARD 410 RECESSED FLUORESCENT - RAPID START 52* IS 3500 9(4 a 70 CRI 7450 L18095 0E0140,C 200010 0.00 7046 00 0020005 0 DAMP UI*OMA 2 *It f 3 32 040?25 029 4/3 EL NETA71.10 7001005 RECESSED male 40 41£1 LOCATION FLANGED RRIXQER NCH .125 ACRYLIC 7R191n40 LENS AEF LOfi700 LARD. AND EMERGENCY RATTER, 3304.40 e 120 VOLTS 85 010115 I LAMP(5) 7.25:40105REAR 4,23 ww6S 915 X0100 AWL 99009£!/SCO420 641000E0 014414101 PAINTED DROWN 4002 ,1NEAR401 *0I1. SURFACE FLUORESCENT - 40 7021 73920514/5103 5500 LUMENS NCe v 0008077AN7 007100E -20 0400605 0 Wil 71004144 OUST 24011 41 120 0001 --- --- --- --- WAIL 0971X100 09912E 0110000 FIX1URE YAM CLEAR LENS 0001044. 440 RE8004 44111E10. 406(95L MOTES 1 MORD, A 509E 1.00L11-1At4P BALLAST 707 7WORESCENI 00703E5 UNLESS 011iERWSE 4000. F 0010(15 0031 901x((4+ TME R510RE GAT490 0484ER AND 02040443/ 7007:00 CF 1010 SCHEIXI10. OESOR00VE PCROONS 1416 PRECEDENCE. ALL RXIS/RES *11p4 00 4401 LIST *4111PLe 04e4£0CILRER5 8051 82 DP GIN A 4741 PRICE RA05. Of 084 P0OR 60040VAt OF 5005707E FIXNRES S5 RE0U4E0 ONLY FOR 044UPCS WASE 1/440004T3RE'0 IS 004 US1E0. 00100E 0005040 ANC BALLASTS NO51 COMPLY *00 200110I4ENIA CONTIOONS LISIE0 10 7E50RE403£ 0015045 OF 0015 50480118, RES amALL BE SONIA°. 70 ACCESSORIE5 AACCESSORESND Lw7S AK 014I84LB W ME *x1 90 MARY FOR THE iNSTALAAnCe OF 94E AWU0n(100E0, 41[, 914,e, OE SUPPLIED 07 THE RXTRIE 000400414041, 4513,051 F4CIC9 FOR 04.49144900 FIXTURES SPAM 0E LIME 9:00851 Av41,001E AT THE PPE OF ARTpNE 00010401000. 01£ CARR 1EUPE047URE OF 4L 0A11P5 SHALL 00 ore SAME 1F CORNET EXISTS, 040004 PIE EN4N(ER 110751 m A7R04A5E OF SNE LAMPS, S CO477Ru THAT SPEOREO km/PIS 0OAPA7BLE MM SPECRT0 FIIHCRE. IF 00F:FV07 011070, INFORM IRE PIONEER POOR TO PURC0074 OF MC R1113300 SI 441FRE 011710E 55 57847180 MUM 0011FN, 9049 -IFP 0011E40 TO 9E 44407 TO 774004 RALE LA,P RATED LUMEN Weser 70R 00 0374ES 7744011 • P00WGE A SEPARATE 0E£0 :X54:0(40 DROOP) 1NR4 WED PER NATIONAL ELECTRICAL CODE 1431E 250.142 40 ALL BRANCH 0010:1 A50 FEEDER 9871640 S GONIA:01110 POWER 04407010RS. GROUND 440E IS NOT 70010077 RI 400300E COUNT 014 09404505 O MRkW CASE1S4RN £LEVADON5 Oft 1RCH1TECNRAL 00440405 AND CASEWORK SHOP ORAN`NGS PRIER 70 804400-:N OF C DEVICES. CAL, ANY 0i5CREPANCIES TO THE ATTENDON OF THE ENGINEER, MHERE OEWCE5 WOO10 TALI 8EN:40 CASC0'040. RELOCATE OEWCE5 2- CLEAR OF (01CNSPLAA1, OR COLNTER. O OEWCE MOUNSING HEIGHTS 31005 ON INE PLANS TARE PRECEDENCE OVER OEFAUG7 MOUNTING 4EILN IS 50004 1N 110E LEGEND. O REVIEW ARCWIECIURAL REFLECTED CEILING PLANS 04404 TO INSTALL/0OP OF MORT FTXT,045, 0.41 41.44 DISORE7AN4ES TO 100 ATTER 705 OP 111E E1ONE05. O LIGHT FloNRE POINTING NEWTS SHOWN O4 THE PLANS tax( PRECEDENCE OVER DEFAULT MOUNTING NEIN TS SHOW/ IN NE LEGEND. O 2EME55001 SMNCS 971 4ROFN1'ECTURA1 PLANS 00747 TO 594100 4WGN.IN. WHERE CONFLICT 833515 BETWEEN ME ARCHITECTURAL. PLANS AND THE ELECIICAL PLANS DHE ARCHNECI'AOl PLANS TARE PRECEDENCE. RELOCATE ANY SNITCHES 9410CH 4114110 FALL ON THE HINGE SLOE OF COORS, O PRON06 AN 70511170480 40N70400* 70 ALL 0011ERY 0404E0 EMERGENCY FIXTURES FOR CHARGING AND TRANSFER. (*000 NCY FIXTURES MFM A SWITCH 009GNA7IX4 WALL 60 SeSTC0E0. (9ER4£NCY FIX IURE5 'MIR A 94000 L:ONT OE5O40700 (01) ARO DST SIGNS SNAIL OF ON CONSTANTLY. F107)44ES USED SOLELY pO2 03(RGE4CY EGRESS (4400 EYES) 51104. :LLUMueAT£ ONLY ON POWER FA:LURE. Ali EMERGENCY FIXTURES SHALL 1Ei08000E 00447 017 TY 70800 FALli£S. O ALL 4417,00 DEVICES ARE TO 08 INSTALLED FLUSH UNLESS 040440734 :N4CATEO- • SEC SPE4114A70N5 FOR 40 017 00 0.7, CONSTRAINTS GN 108 IN5YAL,ADOM 47 070190 0EN3CE BOXE5. NOTES REFERT0CE4 CH THE I3(£4S` \% L. i141ER10R 5M51CNGEAR NEMA 4 5-3 I/2' PVC 4-500 M04 PAN Cu 2000 AMP 3 PRASE 4 AIRE 405 *401* LUGS sew FCR 200A BREAKER `PACE r0R 2004 9REAKER 300/3 300/3 700/3 ) 45/3 9/3 ) 700/1 0/3 GUc,S I I m _ YA18ADLE FREOGENC1 DRIVE 4EMA 4 2 1/2' PVC 3 2501IC12 Tow 00 /4 CND ) 2 1/2" PVC 3 2501104 1HW CU /4 GAO I........... m m L__ VARIABLE *RE00ENC1 ORM NEMA 4 (C> 2 1/2' PVC 2 I/O" PVC 3 230M0M 3 2500014 1461 CM TH0 CU 44G) /. GND vAR*A4Lf FREO4ENCY DRIVE NEMA 4 m ) (SOAP 2 3' PVC ] 3S011GM O W W 41/0 040 J 2 3' PVC 3 3004044 MW CU 41/0 040 . 540 4004P 1" PVD I113 CU 46 CNO 41311- 30 5330 NYA 120/204 1 1/4' EMT 443 (0044 Co 0/4' (4C 3 46 THIN CU 48 000 *41(41 90048 ADMIRE PUMP PR0004 BREAKER IN 000 4440 94004440 IN SU0 ONE LINE DIAGRAM NO SCALE J FUTURE AUIOIH400 TRANSFER SWITCH t -J J ENIERICR 140 SRA ICHCEAR NEMA 3R BUSSED SEC904 ri CS FOR G CONNECHON I40044,N0 LINE 0007044 r ^ T 2000 444 34 441 041* • 1000 KVA 440/2777 34 441 PAD MOUNTED IRAN5FOR4ER 150,.42.000 AUPS 740010 FAULT 21300/3 KEY ... 1600 ARP NTERLOCK 1 IR:4 0 10 4-3 I/O' PVC 4 50O NCM MW CU F91URE GENERATOR 7' 1--. CONTROL/1NSTRUMENTATION CONDUIT & CABLE SCHEDULE O0MC491104 790 GI LCW 02 C3 C5 TArE ARRC Sf SSR-, _ -, _ -- 1ER4WAL GARNET 3/ VC 048 --- 2 /1 - -,-, VAMABLE FREQUENCY DANE I TERMNAL CABINET 3/4 PYC 44 .,,.... 2 4 8 54445(£13 A<ELOEO PAR VARIABLE FREO0ENCY ORIVE ; MIN NA. CABINET - 3/4- PVC SLAB 0415(00 54111.010 P14111- v0H40LE FREOUERCT ERNE 1 1Y.991.14 CA81NE1 3/4' PRC i SLAG 2 9tH (015(00 390.13£0 0417 FUTURE YAIOAN4E FR000E0CY ORAE I TE944AL 04114E1 ) 3/4' POC SL04 PUH. SIRING BU L01NG FREEZE ALAR PAM. SPEED CONTROL 7007 SPEED CONIRO* PUMP SPEED C90TROL 100( PWIP SPEED 00,4 OL CB, ......- 425004E SENSOR -,. ._. ..1 IfR41NAL C0r0*E1„_...,• ,1 3/4,INC WALL-.,. _,_,_ 2444 _ C7 .FLOW TRANSNITIER ....... .. ...... TEPMINAL 004410( 3/4 IMC WALL 241614•1717100 SN EL020 4000 49 .FLOW SENSOR.... -.. ROW TRANSM111ER,,... 1 3/4" PVC GROUND,..,. CA2.E 94PP4E0 0181 SENSOR,.., C9 104111 5EN50R 0E049403. 00010E7 1 3/4' PVC 1 5149 2 416 T*51E0 54100.0E0 PAIR 4P1NG 120( 014014 -.- £L0W RATE 0204000 :IOW SIGNAL ..........._-.. U0V16 LEv4l. 1140K:AR(R PANEL SCHEDULE - 1)0C TYPE. SER1C£ 245 St2E: 9010ACE: 277/480 *1014 0R11R: ENCLOS1*RE1 NE1491 40UN1035 1100 1900 SURF900 0106E5: 3 1RE5: 4 SC 000001 42000 NE01RA1 PUS: YES GROONO 005: YES ;0400 07 INK: Cr ENCL0500E LOADS 97 PHASE) T T T T T TWE LOAOCONN0(04) FACTOR *0A0 (V4) PHASE LOAD (v4) 4040 (04414) (FERCENI) NOHOW 330.00 1.25 420.00 A 371930.00 1342.74 4.8: 99.0 KITCHEN PROCESS 0.90 109247000 1.00 1.90 0,00 1092470.00 9 0 372002.00 311602.60 1344.13 1341.03 4-0* 99.0 0-9; 99.9 RECEPTACLES MECH HEATING 900,00 19960,00 1.00 1,00 900,00 19400.00 TOTAL/AVERAGE 1110044.00 1343.91 99,0 LIMN 000040 MECH YEAR 00000 23711.00 0.00 1.90 1.00 2370,00 1241 00105: APPLI4HC4 MISCELLANEOUS 0.00 0.00 1.00 1.00 0.00 0.00 1. THE LANUES* CONNE9*E0 00100 1040 15 04000000 144 4ECHA0ICAL. PROCESS. OR 40000 LOADS, MOTOR SPARE 0.00 0.00 1.00 1,60 0,00 0.00 LARGEST *0TO4T' 400vE 0.25 594.50 TOTAL 1110044.00 1114345.0D GRAND VALLEY ENGINEERING SOLUTIONS ELECTRICAL CONSULTING ENGINEERS 334 940214 MAN (00.49 MUCOR, 10 141305 (970) 256-0353 FAR (970) 245-6319 5-31/2 PVC 46TH POLL, UNE AND CAPS HAND 9000 HI SPEED LO SPEED 0 ENL05EURE- 12-X12'49' 01445£0 NEMA 3R W/9AOW40NG 90A110-40FF*A4N 4412R120HOR/Al2N12P RUMOR 5141CH 44/LEGEN0 SQUARE 0 4*3119413/144244 GREEN L40 NWT VIEWS VI ECENS SQUARE 0 /04301.0029 04 SOu4R0-1440 0 0A44501 *14A0 0900.5E*3 112(*2001 3 P01) ALL OWING TO BE RUN THROUGH SEPERAIE TEONNA. DMA'0 VENTILATION CONTROL PANEL SCALD: 2- - 1'-0" NETE19N0 h *050 5EC20N 3' CONCRETE HOUSEKEEPING PAO 4415000 FLOOR L* r FLAG NOTES 4000100 A 44 COPPER GROUND 10 1140 3/0-00. COPPER CLAD GROUND RODS 5PACE0 0' APAR1, 4040'000 A 3/0 C0WPER GROUND 000 20 7/00013034 STEEL, WATER MRN ANO 04:L3ING 5TEEL. O IN ADDITION TO 111E 3.133 CONTRA. PANEL, PRON50 A 14ANO-OFF-AU1O 010005'. 044004 440140 ANO P00EN004E7ER 5404100 00N1R0L 011 COVER OF 1412001E FREQUENOY ORE. OS PRO00E SUFRTOENT CON00000R LEN004 TO RECONNECT 14 FUTURE TO 0(1104000 TRANSFER SW{T04. Q KEY INIE0LOC4 MAIN 4REAKEO 0514 0048 TO 445300 SECHON 5900 8*9* WRE4 skE 4R04KER 15 OPEN, 100 KEY 15 OEI.EASE0 TO GIVE 000055 TO TNE 00715(0 5E0504. 79-4 1 171 015CONNECT PRESET WONT • PRESET LOW YAR400LE FR000ENCY 280E RUN 3 L---------------------------.3 VENTILATION CONTROL WIRING DIAGRAM NO SCALE r FURORE 09(040110 TRAN5440 511100 T..1-..1 - T" ..7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 *FMK GENERATOR LOCAROA INTERIOR SWITCHGEAR SWITCHGEAR ELEVATION $CACI:: 1/2' . r -O' T' 4 .6 1 3 • 5 ERASED 71000044 MAIN U04rr W/1u05 MOIRE 9940000 FGR 00010 00N0010004. Cr ENCL0500E T T T T T T T T T T 3' CONCRETE 04005ENEEPINO PAD TTr'-''Fl419100 GRADE 1 1 1 1 1 1 1 1 1 1 1 t l TO INFERIOR SN TCkGEM rLD P1104004105 URU10 TR4NSFOR4ER EXTERIOR SWITCHGEAR ELEVATION 4, 1 L.L. f '4 4' 0 5 1 2 • 6 SCHMU0SER 1 GORDON j MEYER ` 0 11 0 31 0 0 9 0 R S U R V 0 v 0 R SCHMUESER GORDON MEYER 118 W. 6th Street, Suite 200 lenwoad Springs, Coiorpda 81601 970) 945-(004 FAX (970) 945-5948 5pen, Colorado (970)025-6727 Crested Butte, CO(9 0) .349-5355 E-04011) *4091131044101330.i00.44440 RIFLE BOOSTER PUMP STATION 0419510N 1340E 273 1 -LINE & DETAILS Job No. 50610 0040 0/2 JLH Dols., 08/04/05 E3 00, wur PE 0419 001: 31351£] OF3 •8 0. 9 i n u 0 RALSTON MC;CHANfO,AL CONS-4LTINC, L..Z...G. 597 STAAUGHT D4IVF GRANO JUNCTION. CO 01E04,5537 PHONE 970.434.9319 FAX 970-434-4E1 S 86"%24' WALL OPOONO HORIZO0TA0LY CENTERED AND THBOTTOM ATINV- AFF MECHANICAL VENTILATION PL ECALB:114' • 1'.0 1 BACKDRAFTDAMPER:N GALVANIZED STEEL SHEET METAL WALL SLEEVE '.I MECHANICAL LEGEND GENERAL SYMBOLS ABBREVIATIONS OF ABOVE Fl 800 FLOOR AEG ABOVE FINISHED GRACE 000 04 A01000000 001.010 000000 CRAPE 08 COMP000$00010 0001 CUBIC FEET PERIWNUTE COTE CLEANOUT TO GRAM CW COLD WATER-00MESTIC OB 000000 0TEMPERATURE CA EXHAUST AK CAT ENTERI00 MRTEMPERATURC ENTERING WATER TEMPERATURE 0CD FLOOR CLEANOUT '.0 DECREES FAHRENHEIT HW 00T W4000 -DOMESTIC H1YC HOT WATER CIRCULATING. OOMEBT. HWR uorivATER RETURN 10 HOT WATER mecu0SUPPLY L9 NOUN..CONT ACT 090 NETENCONTFACT 00 NEON NTS NOT TO SCALE OA OUTSIDE AIR RA RETURN AIS RCL ROOF DRAIN LEADER SA SUPPLY NR SOL STORM DRAIN LEADER SS SANITARY SEWER SVR. SNOWMOLTWATERRETURM SWS ENOWMELT WATER DUSKY VICO WALLCL0ANOUT IN WASTE WB WET 00000EM0ERATURE WNA WATER STAMMER ARRESTOR IS" I EOVfPMENT DESIGNATION;NFFER00 AND SCHEOULE8 9PEC0}]PATIONBj SECTION INDICATOR H s A•SECTION 0E-018.0.,04.0BFO M1•SH££TOESfGNgGDR O NSYEDNOTEOESIGNATION QDRAWING REV&ON OE GNATION r�� �/ DUCTWORK VYORK T 0001000000 CONTROL DAMPER WOVCT y CONTROLS p THERMOSTAT OR TEMPERATURE SENSOR GENERAL NOTES REFER TO 00ECIFIOAT00NS FOR EQUIPMENT AND MATERIAL OBSCRIPTOQN. THERMOSTATS 81.0.1.1.90 PROVIDED BY MECHANICAL CONTRACTOR ANO NISTALLBD BY ELECTRICAL CONTRACTOR. AL„ CONTROL WIRING SHAM, BC INSTALLED BY ELECTR.CAL CONTRACTOR. FABRICATE SHEET METAL SLEEVES IN ACCOROANCC WITH SMACNA HVAC DUCT CONSTRUCT., STANDARDS -METAL 0N0 ALEN1RLE. 44, TC(sc.... -PrA. SCHO1UESER j CORDON I MEYER `F.N61Ne ERS Sc SURVEYORS SCHMUESER CORDON MEYER 118 W. 61.3 Stre@t. Suite 200 €enwood Springs, Coiorodo 81601 970) 945-1004 FAX (970) 945-5948 spen, Coiorodo (970) 925-6727 Crested Butte, CO(9 0) 349-5355 CITY OF RIFLE RAW WATER PUMP HOUSE HUH - 8L77 0A Mechanical Plan & Legend Job. No 05-024 or• R08/OCR 0400: 08/03/05 05-024-M0 ELECTRICAL LEGEND FRAU AITF NOWT, NOTTI; EEEEEE CED ON TLP NKANS: O PROVIDE 0101 SIZED PER NATIONAL ELM -DUCAL CODE <> 010100E AIR TERMINAL ON 11000 A5 INDICATED. AIR TIRMIRALS SHALL SE SOLID 3/8" DIA COPPER OFNFRPI cYMBlA RNECESSARY A SEPARATE GREEN INSULATED GROUND TABLE 250.1.22 IN ALL ORANC L CROAT ANO FEEDER RACEWAYS CONTAINING POWER CONDUCTORS, BAR, 12 " LUNO AND UL LABELED. SPACING SHALL NOTE 101108 2O"-0", AIR TERMINAL SHALL BE GROUND WILE IS N0T ENCLUDEO IN HACHURE COUNT CN ORMANG6, LOCATED 010111 24' OF 80310 EOM PROVAE MASTIC COMPAT0LE WTI ROOF AND ALL HARDWARE TO SECURELY MOUNT A'R TERMINALS IN A PERMANENT 1040 RIGID NANNEII - < THE SHALL BE NO SMALLER THAN SF NCF ENTRANCE Q u METER a 8'-D' TO TOP ® TELEPHONE TERMINAL MH w 4'-6" TO CENTER ■ PAC MOUNTED TRANSFORMER j'nUtPMENT AC EQUIPMENT3/4'• AFI DES104001 ON -SEE SCHEDULE / V RAG NOTE ,, REw5E00 ® ROOM KUNSER /,1 SECTION MARX AW. RACEWAYS INSTALLED UNDERGROUND, OR UNOLBT BUILDING COORDINATE WNW 1100E N0STASIER 000 PRONGING AN ADDITIONAL 02'%12" PIECE OF ROOF PIENDRAN0 AT EACH TERMINAL L0CATON. 00 NOT PENETRATE ROOF MEMBRANE. Q Ail CUNC0110R9 INSTAU.zs nom -snow) OR UNDER THE OUn11W0 SHALL 0E NO SMALLER ALAN O PROVIDE IPcp32S 57RANDET ca,m, OR APPROVED EGUIYALENT, 0,,,, 1,,,,,,,,,,,,,R, p72. CONDUCTORS. ROUTE CONCEALED IN ROOF BETWEEN TERMINALS AS 401100110. SEGIRE . COORDINATE H ROOF 001-00CTOR5 VAN APPROVED FASTENERS, SPACED 3'-0' MA0MOMVWT LNRFAE 450 COLT $RANCH CIRCUITS EXCEED TOO', OR 208 VOLT BRANCH CROATS EXCEED TM. INSTALLER FCR PRovitvwO AH ADDITIONAL 5"X6' PNCE OF MEMBRANE AT EACH ROOF ATTACHMENT 1NCREASE VIRE 512E TO p10, AND INCREASE RACEWAY SIZE TO 1'. LOCATOR. 00 000 10001111'0 ROOF MEMURANE, TYPICAL 0010 ALL INTERCONNECTING Q MOUNRNG 00GfiTS SHOWN ON THE PLANS TAX6 000600ENCE OVER DEFAULT 00UN1040 HE0010 �CONDUC70R5' SHOWTm IN THE LEGEND, \/ PROHOE COWNLEW) C00001Tgi 10 CONNECT UGHNENO 000106 00 SY571G TO BUR310 GROUND O SEE SPECIFICATIONS 000 ADDITIONAL CDN510A1NT3 ON POWER AND 00MMUNICA110NS SERVC£S, ANO RODS. COYM CONDUCTORS AR0 TO RUN li! A5 5TRAEGHT A UNE Ttl GROUND AB 1.0051 0 -mot CONDUCTOR RADIUS IS 0". ROUTE INA 1" PJC 51EEVVE MEE IS CONTACTOR 30 30 o AMPERE RATING I/O• 4. 4'-B" TO TOp ®MAGNETIC MOTOR SIARTE6 MH • 4'-8' TO TOP L• f FUSED DISCONNECT MH ..r -s^ TO TOP Q'UNFUSE0 DISCONNECT MH • 4'-6' TO TOP 4VidS/� A m 100010 000006TIGN E€ »REFERENCE DRAWING CDN520. ^d= P€-7 ^^ ^^ CONCEALS) ABOVE GRADE P1-7 . PANEL & CIRCUIT HACHURES - RUMBER Or N'RE$ UNDER FLOOR OR UNDERGROUND .L. .r.-- FLEX B Pt -7 MOM =ARCH woos AND FEEDERS 011..0UI0 au 1401 0O EXTERIOR WALL PROVIDE FOR ROOF ARCHH cit100L AND 31ROCTURAI -k 000000#2 STRANDED COPPER C00000101 IS IS 10 BE BURIED 24" =LOW GRADE. DEEP AS 00058LE. PROM ® PRUDE A I/O' DIAMETER X 10' EXOTHERMIC WELD AT THIS CONNECTION aN n1E5 ERECT. 16.. 60iORS PENETRA0ON SEAL C00R01NATE DETAILS KITH FAMEER. SEE GROUND CONNECTION DETAIL ON TIS SHEET. CRCOND REN) AROUND THE STRUCTURE. GROUND NM IF BED ROCK PREVENTS 24" DEEP TRENCH, GORY O 000401)1 EARTH GROUND E 41MICHENT MA10311AL IN LODGE ROCJCY SOIL LONG COPPER CLA0 GROUND ROD AT THIS LOCATOR. PROMDE TO GROUND RING 1KRE. 510 GROUND 000806TTGN DETAIL aMOYDH "Je PANEL80AR0 LVA LVA = DESIGNATOR RUN - PANEL & CIRCUIT HACHURES m NUMBER OF WIRES1 ---------; - ;• y • 8 s'-0" TO TOP PHOTOCELL.s TURNING UP Ta MALE CLOCK MH w 4'-6" 10 TOP TURNING DOWN I—SR1 SURFACE RACEWAY •' d ®'COMBINATION VICTOR STARTER MN n 4'-ir TO TOP ME UNE DIALUTAII PAOMOUNTED UTILITY TNAHSFOIDAER Q THERMOSTAT MH - 4'-6" TO TOP ATIAEFS No n 1'-8' 70 CENTFIR FEEDER: 2-O'PVO CONDUIT y, SIZE & MATERIAL 3 S4/0 NUMBER & SIZE OF 0 & N THOU - AL INSULATOR he CONDUCTOR 1 /4 GRD GROUND SIZE fir USED TRW - CU INSULATOR & CANON TOR RD METER 1 800STR STATOR T / TYPICAL OF 6 2 7> 408 OUP0 CERC 1 1.401000({0001001) W ..TYPE SEE 1n EVI1ATON3 FLAT romp= RECEPTACLE rill LPI PANEL00AR0 - SEE SCHEDULE LPI - DESIGNATION / / (1) SPECIAL - SEE MOMENT SCHEDULE/ 4e SPO:1174 THCDTSACT ON G.CURRENT TRANSFORMER 1 % J I I �Q 3UNCT0N 006 - CETJNG Qs JUNCTION BOX »WALL -I-" MULTI -PORT SIGNAL. N - NEETWOR PHONE C -- COAXIAL. CABLE PQ TELEPHONE -PAY MH - 4'-0' TO CENTER /60 X60 SPA 0011 FlRANE Sjl�100 RUG 50 AMP KERR FUSE 1/80 13REUSED 00115* 60 MPS 3 POLE nEV111 g 12 1 \ CI 1.1 REAMER / / - �/ / J / / UNAEROROU , PRIMARY \—Oy -- O WIIIT TELEPHONE - WALL HANGER TYPE MH - 4'-6" To CENTER ° cEIL1NG RECEPTACLE 8D� 1 I DEVICE y 12 POTENTIAL TRANSFORMER / / 1• i i - LIGHTNING PROTECTION /,;� ro 4800 DRY TYPE PRIMARY �1� jtffiti 460 - PRMARY VOLTA( SCALE: 7/8" - f'-0' 41110° � $y1i1.l1 $ MH - 3'-10" TO CENTER IRI = DEVICE NUMBER rrr20/206 30 - KVA RATING 3 - PHASE Il?' f a 0 4 F e 1 1 w I 20 NORTH D 5€11CLE POLE SWITCH b - 51t7TCH DESIGNATION 0 • SAFTCJR TYPE yEGHTND 010AIRF^-, MH a TO fl011)00 801000 520/209 - SEC. VOLTAGE GENERATOR i---1 AUTOMATIC TRANSFER 3YATCH +• • l 30/2 th AMPERE RATNO/00133 I .,6411 FL1 "''1101 - 40 0 0 A w TYPE -SEE LE ia.l....130/2 Ba1T$EY7977,CEt$ NATION I•, - CIRCUIT DESIGNATION I - CIRCUIT DESIGNER 11A13 546000 - EMERGENCY G OR,.• OPEN A AMPERES APF ABOVE FINISHED FLOOR AFC ABOVE 8010115 GRADE E1TN BREAKER ENISTN0 tt POLE - PON R007 U6NTNI80 PR01ECOOSYSTEM F 1 'ENT C 001U00 EM SNATCHED EMERGENCY 013000611o0 WALL 1 1' PVC CONDUIT b AQ CEIUNC MOUNTED 1 F A b WALL GRAOKET MH - SEE PLANS iNS.THU31E7+17ATli 04 EMT EL100510/4?. METALLIC Tua1NG EN MCN-SYATCHED EMERGENCY EN EXISTING 0 GROLSND FAULT CURRENT INTERRUPTER 000 GALVANIZED 01GD CONDUIT CRD 0002110 10 ISOLATED GROUND 3 MORON 800 1 FINISHED GRADE b ll, .. ► ^r. N \` B 261100 10 EXTEND TD RODE ► [ WATER FLOW SENSOR ® WATER FLOW TRANSMITTER GE MO01000 SENSOR NE TEMPERATURE SENSOR mu LEVEL S0N300 K KEY 00006110 WWII L STITCH PATH PILOT UNE LA LIGHTING0114ARRESTOR NC NOT DI CONTRACT NL NIGHT RICHT NTS NOT TO SCALE 0 OCCUPANCY SENSING SATOH PVC POLYVINYL CHLORIDE 0 MOTOR RA0E0 SVATO1 w WEATHERPROOF WO WEATHERPROOF/OPEC LTGH1 rNG pRDn rnnN!LI} 0%O00011' CONNECTION 1�� la , 1 1 y. 111 1D + • i VANDAL 04" MIN. o MR TERM/HAT. e GROUND€N0 ROD VATi THERMITE CONNECTION . THRUM MECHANICALNDINGCOCTON ■ MEdiANICAL GROUNDING CONNECTION OO CROS 01 X 1 Pp q 1/2' DEA % 107. COPPER CLAD STEEL GROUND CONNECTION DETAIL :.•++'L1ii '4./GT ---- UNDERGROUND GROUND CONDUCTOR M1.�pTO • SITE PL ., r NO SCALE -_ . , •' L Ah ® .- soALE: I" - 30'-0 8 46/ 0 11 0 Ta le SO ..eD 70 NORTH ' , O - /TI Osla.. 5�ps" 1111 HAA. N� WES SCHMUESER GORDON MEYER NUM - REP REVISION DATE Dr Job Na sosfo" �,T W.6 118 W. 6th Street, Suite 200 RIFLE BOOSTER Drown 4r•' JCR E1 GRANO VALLEY ENC€NEERING SOLU110N5 GEen Springs, Color do f0601 , \ ELECTRICAL c0HSULTHG ENGINEERS wood ((970 945-1004 FAX 970 945-5948 .SITE PLAN Dote' OB%04�05 sTL mamas= caw AlNCilgl co BIsol GORDONi 1 SCHMUESEi2 MEYERCrested spen, Colorado 970 25--6727 CFS Butte, CO c93o 348-5355 PUMP STATION .4,10,4.,44/04/05 �'6' '1- 0330 I Of,. 3 `(87G) 2s6»ais5 at (ITP) 243-8318 t 2 N a 4 N a s R 0 & 0 0 0 v 0 Y 0 0 0 E-an3N: englneer@sgmJnO.corn 4:000 Fitet 60I1E1.11W1 1 ...0 PANEL. SCHEOULE - Li TME: PA3T018DAR0 SUS 5024.: 100 PHASE& 3 NEUTRAL BUS YES 501.7AGE 124/208 MAN 001114 100 YAM 4 GROUND BUS IR ENCLOSURE: NF3444 S7URFACE SC WINO: 10000 LOAD TWE LOAD DESCRIPTION I A 0 7MOUNTING, �gA15 g O�W ...1mps POLES LOAD TYPE LOM OESC.vPRON KOH HEATING --^^ -^- 1 A 2 20A 13041100 GENERAL B --- --- 3327 5835484 0051 18011 001 120 0091 --- --- --O --- '338 1P 120 3A LPN 204 DAMPER NOVA --- NEON HEATIN0 ELECTRIC UNIT HEATER -104H (UH -1) 44009 3 8 B00 20e, RECEPTACLE GENERAL --- MEM HEATING --- --- 8 0 6 20A MISCELLANEOUS RIO PANEL 0,5 IMC --- --- 3327 PANE480002 600 IP 044(0 SUB --- LEECH COCUNG --- --- 7 A 0 OA SPARE UNALLOCATED FUTURE 2.6 PVC --- -»- 793 HOC 0 1P ELECT SUB --- LEECH (004300 EXHAUST FAN - 1.508 OF -1) 2041 9 0 10 DA SPARE RIM/COATED FUTURE 2,6 PVC -»-- 317 783 MDC 0 IP ELECT 528 --- 1AECH COOLIN9 --- --- 11 0 12 9A SPARE - UNALLOCATED FUTURE 3 PW N/R --- --- 793 MBC 0 1P ELECT SUS --- SPACE --- --- --- 13 A 14 --- SPACE --- 3 PVC ...... --.. 0 800 0 ELECT sue ELECT 54)8 ELECT Sufi NONE REQUIRED --- SPACE --- --- i6 B 18 --- SPACE --- 0.70 IMO --- ___ O 000LL00AR0 0 --- ow 40477 --- SPACE --- -»- 17 C 10 --- SPACE --- .......0 --« ,.,... SPACE ----- -__ 0 A 20 ------ SPACE --- SPACE " --- 24 8 22 --- SPACE --- ».... 0 SPACE ___ ___ 0 0 204 --- 550000 --- LOADS BY TSPS: LOADS 70 PNA501 LOAD 003140DT�O DEMAND DEMAND CONNECTED CONNECTED BALANCE TME LOAD (YA) 040005 LOAD {VA PHASE LOM EVA) LOAD (AMPS) (ARDENT) 1308390 336,00 1,75 420.00 A 4485.20 37.13 0-131 888 KITCHEN 0.03 0.00 0.00 PROCESS 0.00 £,00 0.00 B 0010.20 41.83 9 -OE 82 C 4610.20 30.49 C-41 90.4 AECEPTACLE9 900.00 4.00 900.00 HECH DEMISE) 9980.00 1.00 9980.00 TOTAL/AYERAQE 1409400 30715 92.4 MEOW OOOI.INO 2378,00 1.00 2378.00 HRH YEAR R0UN0 0.00 1.0D 0.00 NORSE APPUA0CE 0,00 1.00 0.00 MISCELLANEOUS 000.00 1.0D 500.00 1. THE LARGEST CONNECTED MOTOR LOAD IS 10100060 144 8ECHANN:A1, PROCESS. OR MOTOR LOADS MOTOR 0.00 1.00 0.00 SPARE 000 1.00 0.00 LARGEST MOTOR' ABOVE 0.25 594.50 TOTAL 14004.00 12394.00 WES GRAND VALLEY ENGINEERING SOLUTIONS ELECTRICAL COT35VLTN40 ENGINEERS 314 O&M 094E GRAD MOW, CO 01705 (070) 256-0353 FAX: (870) 240-4340 LIGHTING PLAN SCALE: 1/4" m 1'-0" 0 1 2 4 10 NORTH LIGHTING FIXTURE SCHEDULE moo- 06109 MIMIC WATTS LAMPS . HEIGHT 111030494 SENOR 014000 TPS 060006 841TTBAL 118791 3FV350 030,ECTBR LAMP 641440 110170 904011440 :4900 TYPE • LAMP DESORPTION' 4A48 0i4E145 0057 0943,457 900440 BALLAST FIXTURE ENWORNAIEN1 MANLPAC7URE11 CATALOG. NURSER DOER WRYER MA40840711045 40335094.00000911074 A 120 VOLTS 95 WAT1S 3 LAMP 2a 1 005 40 INDiE9 4[T LOCATION CAST ALUMINUM PANTED TRITE 0REMllOG 0007 174000.9 NT HARD DLO RE(£SSED FU100(50 93 - RAPID START 32W TB 3500 DEG K 78 CRI 2225 040 0 000ECTTRCNI00 207RN5 00 9EGRCES F 0110 UT(ON1A 2 WRT 0 132 412.125 120 1/3 METAULX COMMA RECESEE0 40UNTE0 NET LOCAR00 FLANGED 0401?ER NTH 320 AREND P0U5MARC LENS AND WET LOCATION LIBEL, AE 120 VOLTS 05 WATTS 3 LAMP(S 4.5 INCH 24 INDIES 45 INCHES To LOCATION CAST AL0LILYUM *Mt PAINTED NE 1RAMSLUC 1 08001 HAR0 40 RECSSSFD FL.I:OAES0)N1 - RAPID START 32W TB 3500 D20 K 7B SRU 2850 LUMENS 00(089ONTC 2010410 ELECTRONIC 00 DECREES P DAMP UT198A 2 'ART F 3 32 412125 120 1/3 EL METALU0 02,3004 ROCE6509 0009430 WET LCGATON FORDED ROFTFR WITH .121 ACR11/0 PRISMATIC LENS. WET LOCATION LABEL ANO EMERGE000 BATTERY 8Ad1-UP, B 120 VOLTS 05 WATTS 1 LJLHP(5) 7.20 4041109 00.25 ACHES 8.13 MKS WAIL 00494071510000 EXTRUDED ALUMINUM P0NT00 6RO81E CLEAR EgRECTANDUIDOT WALL 0944.0 0 FLVOYE$CENT - WLPACT F2666Xi1/6PX30 BFPO 0534.0]18 CORE 4: 300. HPF ODNSIANT AVM= -20 PE090E6 F WET 5835484 0051 18011 001 120 0091 --- --- --O --- WALL MOUNTED BRCNTE (51WF 8X4380 WIN CLEAR 1055. PHOTOCQL PND Rk11010 BATTERY. CORRAL 1 AROV00 0 510010 N01.11, -,LAMP BALLAST PCR FLU0RE56191 401)04.8 MESE 071ER4NS2 NOTED, 2 N (00RIC10 5X151 815514.0 TIE FIXTURE CATALOG NOM8ER AND OE50478040 PORT10115 OF 11115 SCHEDULE, OESCP PING PORTIONS TAE( PRECEDENCE 3 ALL RXTVRL4 WON DO 100# UST RUMPLE 8A408800101315 RUST BE R0 AN A UNIT PRICE BASS 4 FTP' OAY PR401 APPROVAL OF SUBS5TUTE FIXTURES IS REWIRED ONLY FOR FIXTURES 10104E MAUNFACR3R01 IS 1101 05110, 5 07,7000 00000105 MND BALLASTS MUST COMPLY WITH ENVACNMENTAL CONTTONS US130 TN OE5C74P1410 0080545 OF 1005 WOULD 6 AS ACCESSMIE1 NE6005407 FOR 714E IHSTAUATON OF INE RXIURES SN1EL 00 20771 D. 7 IF 4CCESS0005 ANO LAMPS ARE AVAS/91E FROM 7RE FIXTURE MANUFA471/44E RL, THEY 91ALI. DE 910004.0 BY THE FIXTURE MANUFACTURER 0 BALLAST FACTOR FOR FLUORESCENT FIK1MR11 SHALL BE TRE MGNEST AVAILABLE AT 114E THE OF FIXTURE MANUFACTURE 9 111E COLOR 1EMP[RA10RE OF ALL LAMPS SHALL 04. THE 541ME, IF (0NF1Cl 040516, !WORM 1110 0001(00 0RICR TO PURCHASE OF THE LAMPS, 10 CONFIRM THAT SPECIFIED LOAF 15 (OMPATBLL YIN SPE0RE0 0017210 IT CO1T7CT EX57R INFORM T171 ENC00ER MICA TO PORCN45E OF THE FIXTURES. If 014030 FIXTURE IS 50490150 111TH SATTTRY BACK -4P, OATIERY 70 DE 0x471 TO PRIDE SOME LAMP RA1E0 LUMEN OUTPUT FOR 89 MINUTES 9054.RAL 007001 PROWDE A 50PARATE GREEN 714SOLA1E0 GROUND YAR£ 93E0 PER NATIONAL ELECTRICAL CODE TABLE 380.122 IN ALL BRANCH MUT AND FEEDER RACEWAYS CONTAINING POWER CONDUCTORS. GROUND PERE IS NOT 1942DEO IN HACHURE COUNT ON DRAWINGS <> REVIEW cossw0RK 10EVA1ON5 ON ARCHITECTURAL 08441005 ANO CASEWORK SHOP O4053OS P0500 TO 00008-114 OF LEGEND,83150 00YOES. CALL ANY DISCREPANCLES TO Tie 9TIFN4041 OF THE ENGINEER. WHERE OEYICES WOOLF) FALL. 004INO 04410019..04410019..RELOCATE DEUCES 2" CLEAR 011 BAOKSPLAR, OR COUNTER O DEUCE MOUNTING nears SHOWFB 914 111E PLANS TARE PRECEDENCE OVER DEFAULT MOUNTING NACRES SHOW74 114 114E O R174EEVIEWLEGE80. ARCI4 'MORAL REFLECTED (010710 PLANS PRIOR TO IN5TALLA1ON OF LIGHT P44XIURES. 001.0. ANY DISCREPANCIES TO 100 ATTEN10N OF THE ENGINEER. 4> LIGHT FIXTURE MOUNTING MOMS 1717)7771 914 DIE PLANS TAKE PRECEDENCE OVER DEFAULT MOUNTING HANTS SHOWN IN Q REVIEW 0008 SWINGS ON ANCHITEC5URAL PLANS P0400 TO 004100 ROUGH -18. WHERE CONFLICT EXISTS BETWEEN THE ARCHITECTURAL PLANS ANO 114E (200TR1CAt PIANS, THE ARCHITECTURAL PLANS TARE PRFGSMENGE. 94.10061E ANY SNITCHES WHICH WOULD FAIL ON THE 01000 510E OF DOORS, O 00050E AN UN5WB1(30 CONDUCTOR TO ALL 8ATIERY SACKED EMERGENCY FIXTURES POR CHARGING 4240 1RAN50ER, EMERGENCY FIXTURES 041H A SWITCH DESIGNATION SHALL BE 5YATOHED. EMERGENCY FIXTURES 491H A NIGHT 01 1T 000/0067104 (NL) ANO E150 51005 5NAi1 B£ ON CONSTANTLY. 84X20805 05E0 SOLELY 000 EMERGENCY EG0E55 (0800 ERs)) SHALL RIUMINA10 ONLY ON POWER FAILURE. ALL EMERGENCY 040TURE5 0€413. IU.90054 E DURING 0115417 POWER 000000SS O ALL WI0INO DEUCES ARE TO BE INSTALLED PLUSH UNLESS OTHERWISE 19210ATED. ▪ 540 SPECIFICATIONS FOR AODI1ONA1 (045TRAN05 OA' THE INSTALLATION OF 00040 04.410E BOXES. 740100 REFORM) ON 7741 PI ANC 0 WALL MOUNT UNIT HEATER IC -0" AR AND CLEAR OF EDGE CRANE. f G.1 SURFACE MOUNT TYPE "A' AND "AE' SRN? 801URE5 CN CEH3N0 CLEAR OF BR100E CRANE. ▪ PROYAE A 1" CONDUIT SLEEVE THROUGH WALL ANT CBU710 FOR R1U!ANTENNA LEAD. • PROVIDE LOW SEMA0RAIURE SENSOR FROM 8ECNAN1CAL 0001RA0100,1INTSTALL AT 07 AFF 4140 IMRE PRE RMS. O CLERICAL CONTRACTOR TO PROVIDE AND LNSTALL 8010200E 5ENS00, SENSOR TO BE PERmALENT FLL0WATCN 400DEL iTY1-2.05D. © MOUNT 84.007E BAL1AST FOR FIXTURE tan 'B' ON 1004E WALT. OF RUDDER TO PROTECT BATTERY FROM FR0E21N0. EQUIPMENT SCHEDULE - GENERAL 000U1PMENT BRANCH ORCIAT PROTECTIVE DEVICE (O.NTROLLER EQ0180(N7 040500NECT CANTRC4L.ER 0ISCOAN307 CONTROL DEVICE SIE REP NOTE DESS RATINGS OESC0PRON SUPPLIED INSTA1.00 RACEWAY MATERIAL PHASE NEUTRAL 380000 TWE RATN0 LOCA0ON TYPE ENCLOSURE 24080006 0121014.0 CONTROL WRING TWE SVPP41F3 ENCLOSURE 405TALLE0 TWE ENCLOSURE SUPPUEO INSTALLED TTPE WIRED 5UPP0E0 47451AL1E0 ISM-� 120 3A LPN 204 DAMPER NOVA LEECH SUB LEECH SUB 0,15 410 12 12 12 SPEAKER 20 00144 0090 NONE REQUIRED --- --- --- --- 005000(0 201749 NEMA 4 ELECT SUS suet SUR NONE 00419801; --- - THERMOSTAT ELECT 009 MECN SLID ELECT SU0 1 4.f'-( 208 O,OA 3PN 900 EXHAUST FAN ,-1.9441 RECTI SUB PER SUB 0,5 IMC 12 II/R 12 BREAKER 20 PANE480002 WED NEMA 4 NEON SUB 8E011- 030 044(0 SUB NODE REGUR:00 --- -- 4400(0SED SWITCH NEMA 4 ELECT SUB ELECT SUB THERMOSTAT ELECT SUB MESA SUB ELECT SUB 1 ,,1„ T 480 1000 RH 394 SERS(0OM PP -100118 CENENAL GENERAL 2.6 PVC 250 um 4 BREAKER 30D HOC 100 NEMA 4 ELECT SUS ELECT SUB ELECT SUB NONE 000UIRE0 --- .. -- NONE REQUIRED--- --- - PRESSURE SW ELECT 000 GENERAL ELECT 500 --- BP -2 460 1000 3PN 394 SERIAC2 PUMP -100M+ GENERAL GENERAL 2,6 PVC 260 0/R 4 00100E9 320 MDC use MA NE4 ELECT SUB ELECT SUB ELECT 528 NONE REQUIRED --- --- --- 000E REQUIRED --- - -- PRESSURE SW ELECT SUB GENERAL ELECT 508 --- 80-3 480 477A SPH 304 SERWCE PUMP-900KP GENERAL GENERAL 3 PW N/R 350 1/0 BREAKER 750 MBC Wu NEMA 4 ELEC7 SUB ELECT SUB • ELECT SUS NONE REWIRED --- -«- -..- NONE REQUIRED --- --- --- PRESSURE SW ELECT 050 GENERAL ELECT MO 3 BP -4 400 4774 SPH 3W . 54.80010E PUMP -4029P GENERAL GENERAL 3 PVC 350 N,R I/O BREAKER 750 800 700 NINA 4 ELECT sue ELECT 54)8 ELECT Sufi NONE REQUIRED --- -».. -^- NONE REQUIRED --- --- --- PRESSURE SW ' ELECT SUS GENERAL mat 0100 3 vH-.I 200 27.7A RN 39 ammo UNIT HEATER -59001 ELECT SUB ELECT SUB 0.70 IMO 0 8 07000(0 40 000LL00AR0 BAC OONIACTOR NEMA 4 ME41FOR EOHP NEER ow 40477 NONF05E0 SYk7CN NEMA 4 ERECT 5430 ELECT SUB NONE REQUIRED ---REP --- THERMOSTAT 444.00 EOR MF1R 0018 MEGA 2 GENERAL NOTES ' G1 (ONRRM 00908007 VOLTAGE, PHASES 030400RRENT DEUCE TWE AND OV09(590EN7 DEVICE RATIO 44114 000 04401 S08M111AIS 8:000 10 E1EC1R 0AL R000H-iN, 92 RACEWAY MATERIAL 1.IS1E0 ES THE PRIMARY TWE. SEE NOTES AND SPOPPICATIONS FOR OTHER RACEWAY TYPES 'WHICH MAY SE 0001000. REFERENCE NOTES ' I SEE 5(0084013 WRING 04(1144 ON PLAN& 2 UHT HEATER TO 8E CADET ACEHp4068 NTH WALL MOUNT 6CEK'M4 & THERBGSIA7 61r.30. 3 BRANCH CIRCUIT SHALL CONSIST OF 2 PARALLEL RUNS OF 54.2E 1001CA7ED. SYSTEMS PLAN SCALED 1/4" m 1'-0" L I F 4 I 1 T._ r 0 1 2 4 0 10 NORTH r FUTURE GENERATOR L RAO 808x3£0 0111317 A - TRANSFORMER -4705- 341 TURF 84 S RTU PANEL --PTINTERIOR J s4100GEAiR VARIA9LE PREWENCY DRIVE POWER PLAN SCALE: 1/4' .. Y-0" (! 4. i 1 4. 1 L e 10 0 H 2 NORTH 1 f SCHMUESER 1 GORDON MEYER ` ENGINEERS 44 SURVEYORS SCHMUESER GORDON MEYER 118 W. 6th Street, Suite 200 lenwood Springs, Color do 81601 970 945-1004 FAX 970 945-5948 span, Colorado (9 0 25-6727 Crested Butte, CO (970 349-5355 0.070l14173i08154)om.100,0011 RIFLE ROOSTER PUMP STATION REMiMO! 97 POWER, LIGHTING, SYSTEMS PLAN ,006 No, 50510 Drawn Ay Dore: 08/04/05 400 mit }AE ILA! E2 FII 0001E2 OF 3 1 L,. 1NFERI[1411OR4 81S1TO10EAR 9 5-3 1/2' PVC 4-500 MON 1140 GU • NEE/ML�01011HBEVR SEATCH0EAR ED oN 01181E 110PNNNNEC'R050 0002 AMP 3 PHASE 4 5410 BUB SPACE FOR SPACE FOR 20011 200A BREAKER BREAKER 2 5/2" PVC 3 25411CM 7407 W 44 0540 m m YARIA0IE VARIABLE FREQUENCY FREQUENCY DRIVE 004E NEMA 4 NEMA 4 a `T' 2 1/2' PVC O 3 3503(011 TNW GU (4 CND 2 1/2" PVC 3 20044005 1150 CU 44 oND .J m L _.. VARIABLE 00000E1905 NENA 4 2 1/2' PVC 3 2004CM TIM CU 44 0192 23' PVC 3 38054044 MR CU y1,/0 0540 J 23' PVC 3 350199911 TRW GU 40/0 ORD O3 4001919 480. 33 NVA 20/208 F 14' 304T TWIN 00045 400541' FUTURE PUMP PRO5DE BREAKER EN 400 AND RACEWAY .IN STB ONE LINE DIAGRAM NO SCALE FUTURE AUTOMATIC TRANSFER SMITCH J LJ 2000 4114 37 445 1435 1140000INC UNE SE01100 T- '1 1000 KVA 480/2770 33 414 PAO MOUNTED TRANSFORMER PSC -42.000 MPS Sa • 00CUND FAULT 2000/3 .... "EY J_,-`11800 AMP 101301,039( J 11051' -.`C> L» 0 4-3 1/2' PVC 4 540 ARCM 11114 CU L 5-3 1/2 PVC 44115 PUL. UNE AND CAP NANO AUTO HI SPEED © 0 LO WEED 0 60105800E- 12'212'09' HINGED NEMA 30 01/005141190 00080-1101E01434 4012Rf28HCR/012N423 SELECTOR VETCH Id/LEGEND SOUARE 0 939$110903/101244 GREEN LED PILOT UCHTS 14/LE0ENO SQUARE D 8.E301020 0100-10 RELAY W/BASE (120V 3 PDT) SOUARE D 44050) 01'13 VISO ALL WRING TO BE RUN THROUGH 5EPEHATE TERMINAL ROCKS VENTILATION CONTROL PANEL 80111E 2" a 1'-0" CONTRO(-/INSTRUMENTATION CONDUIT & CABLE SCHEDULE DE00NAT100 FROM TO 000005 LOCATION YME/CABLE FOR CI LOW 1EMPERA1BRE SENSOR 1£0501040 CABINET 3/41 PVC 0114 2 4414 OM.Ol10 FREEZE ATAR11 32 VARIABLE FRCOUEN0Y 0144E 130050At CABINET 3/4", PYC 2130 2 4418 1105130 SHIELDED PAR MP 5PEE0 OONT001 03 VARM,BLE FREQUENCY 0006 TERMINAL CARNET 2/47 PVC SLAB 2 4410 11116100 $1051,030 P140 PUMP SPEED CONTROL 34 VARIABLE FREQUENCY DRIVE TERMINAL OATINET 3/4" PVC SLAB 2 4458 11416130 5RELDEO PAIR PUMP SPEED CONTROL 35 11n505 0010305E 00303 FCY DRIVE TERMINAL CA&NET 3/4' WO sLAg PIU, STRUM FUTURE RUMP SPEED CON100L 08 00151003 SENSOR TERMINAL CABINET 3/4' 103 WALT 2 414 PIPING TEAK ALARM 07 FLOW TRANSMITTER 1ERMINA1 MIKE 3/4' INC W. 2 013 NAOTFD MELDED PAIR FLOW RATE INDICATION 00 FLOW SENSOR FLOW TRANSMITTER 3/4" PVC 0110300 01101E SOPPOFD VT1H 5EN50R ROW 100NAL 000 000 ;ZEE EL SENSOR 18009401 CAS<NE1 3/4' PVC SLAB Tem /18 TWWELDED PAIR - Mt LEVEL 10004TEOY PANEL SCHEDUI£ - MDC 1YPE: SERVICE BUS 5500: VOLTAGE: 277/480 MAIN DRKR: ENCLG5031: NEWS 00140090: )500 1800 SURFACE PHASES: 3 YARE94 5C RATING: 42000 NEUTRAL BUS: YES 000000 GUS: YES LOADS BY 14203 'PTTTT TTTTT LOADS 87 PHASE: LOAD CONNECTED DE190I00 060000 CONNECTED 0000E07E0 8AIANCE TYPE 1000 (94) FACTOR 1000 (WA) PHASE LOAD CVA) 1040 (AMPS) (PERCENT) 004180 338.00 1.25 420.02 A - 371038.80 1342.74 0-13: 09.8 KITCHEN 14000085 0.00 1002470.00 1.00 1.00 0.00 1002470.00 0 0 372802,80 371802.80 1344.77 1341,83 8-0: 00,8 3-54 030 RECEPTACLES MECH HEATING 900.00 /0980.02 1.00 1.00 000.00 19000.05 TOTAL/AVERAGE 1110044.00 1343.0} 99-0 143044 000190 MECH YEAR ROUND 237000 000 1.00 1,00 2378.00 0.00 80765E APPISANCE MISC6L,N4E003 ODD 0.00 1,00 1.00 0,00 0.00 1, THE LARGEST CONNECTED 00T0R LOAD IS INCUJOIlb IN MECHANICAL, PROCESS, 00 MOTOR LOADS. 00500 SPARE 000 000 1.00 1.00 403 0.011 L_ARCLST M0T0R7 ABOVE 0.25 694.30 110TM. 1110044.00 1114345.07 GRAND VALLEY ENGINEERING SOLUTIONS ELECTRICAL COW5ULT5NG 31.GINEERS 331 001014 001513 00/00.015100 0081563 • (070) 010-0383 040 (970) 545-4359 SCHMUESER 1 CORDON 1 MEYER ENGINEERS & SURVEYORS SCHMUESER GORDON MEYER 118 W. 6th Street, Suite 200 len and Springs, Color do 81601 970) 945-1004 FAX 970) 945-5948 spen, Colorado (970) 25-6727 Crested Butte, CO(9'70 349-5355 E'9202 onsineer5399'inc.COm RIFLE BOOSTER PUMP STATION 440100090 0, TOSS SECR054 3" CONCRETE 40U5f3300100 PAD 5NISNEO FL00R 11 12 LS F1 A0 150151 Q1 09051751 A 44 COPPER GROUND TO 7500 8/8'x8' 6099PER CL40 000490 0005 SPACED- & APART, PROVIDE A 3/0 COPPER G0OIN0 R00 TO EOU00AR0N STEEL WATER MAO! A192 00518190 STEEL D-3 44 ADDITION TO THE LCD CONTROL PANEL PRO0DE A 'HAND-022-92,1TO 01141001', RUNTIME METER AND POTENTOME5ER SPEED CONTROL ON COVER OF VARIABLE FOEOUE907 DRIVE. \/ PROM 0005151055 000702IOR LENGTH TO RECONNECT AN 001170E TO 401004ATiC TRANSFER REICH, Q KEY INTERLOCK MASH BREAKER 91TH 0000 TO BUSSED 5001104 SUCH THAT MEN THE BREAKER IS OPEN, 114E HEY 10 RELEASED 70 010E ACCESS TO THE BUSSED 0601541. • 00000NEET L COMMON PRESET Hf015T • PRESET RUN LOW VARIABLE FRE036NCY DRIVE VENTILATION CONTROL WIRING DIAGRAM NO SCAL6 TO FLARE GENERATOR LOCATION INTERIOR SWITCHGEAR ELEVATION SCALE: 1/2" - 1.-0' 1_1--+.9. a i. t 0 .5 1 1 4 B !0114- 0100 R1Vi5/0N 8047E 6Y r '1 FURORE AU101AR0 TRANSFER 52,11811 DOSSED 515050054 FOR CABLE CONNECTION MAIN 1iRUTY CIRCUIT BREAKER CT ENCLOSURE 'PTTTT TTTTT • 3' CONCRETE HOUGENEEP:N0 PAO [MIMEO GRADE 1 1 =L 10 INFERIOR fJ SV910HGEAR EXTERIOR SWITCHGEAR ELEVATION SCALE: 1/2' - 7'9.0' i I _1 1-1 T f a E- . =RP • DL. L;.54," •`.0 A l 7 5 =439' ', 1 -LINE & DETAILS ✓00 No. 50610'3; ' • Prom 6Y JLHJ41)SSI j' vote: 08/04/05 as KZMJP07 MN OF 556703 10/6/2005 2:24:41 PM. Arch 0 - 24 ALSTON- MECHAMCAL\JCO -FRES\05--024-Ri(IettaxrtoterPvmp\05-024-M i FXALS1"ON MEChtANICAt.- COuSLLLlNC1. L.L.C. 587 STARLIGHT ()ME GRANO JUNCTION, 00815/4-5587 PHONE 070.4349819 FAX 970.4349815 SCHMUESER 1 GORDON 1 MEYER ,ENGTNESNs x SVRNEYORS 11.R.� .....F 46`XAB AT FB•AFF AALVAMZEO STEEL OHM METAL WALL SLEEVE. cr- lDM•1 40'X68' 47 MECHANICAL VENTILATION PLAN v;(7:) SCALE. 1/4• w y.4' SCHMUESER GORDON MEYER 118 W. 6th Street, Suite 200 Glenwood Springs, Colordo 81601 (970) 945-1004 FAX 970) 945-5948 aspen, Coiorado (9701 *25-6727 Crested Butte, CQ (9 70 349-5355 I' I y I I F is- Of l� :�Sf2jI BIB AFF Te -S B-BAFF 24'524• WILLLOPENWO HORIZONTALLY CENTCREGAFEI WHH BOTTOM AT E-0. 3ACHORAFT DAMPER IN GALVN62ED STEELSHCCT MCTALWAEL SLEEVE CITY OF RIFLE RAW WATER PUMP HOUSE NUM— RkNSION MECHANICAL LEGEND GENERAL SYMBOLS ABBREVIATIONS AFF ABOVE TENONED FLOOR AFC ABOVEFIMSNED /RADE BOD BACK CRAFT DAMPER BEG BELOWFINECNED GRADE CA COMPRESSED AIR CFM CuE/ FEETPER HIGBEE COTG GLEPN011T TC GRADE CPI COLD warm-DOMATTIC DB my BULB TEMPERATURE EA EXHAUST AIR ENTERING AIR TEMPERATURE EV:T ENTCRENGWATERTEMPERATURE FCO FLOOR CLEANOUT •F DEGREE$ FAHRENHEIT • lAN NOT WATER•DO.MERnC HWC NOT WATERCIRCU.AINS • DOMRTIIC -INC NOT WATER RETURN NOT WATER ES(MIJHT) LB POUND$ (MIGHT) NECNINOTINCDNTR4CT ITS NECK NTS NOT EDAINRE OA RETURN AI R RA RETURNAIR ROL ROOF OWN LEADER SA sunny AER SOL STORM DRAIN LEADER 55 SANITARY SEWER $WR BRowNELT WATER RETURN SWS SNOV:MELTWATER SUPPLY WC0 WALL CIJANOLR W WASTE WB WET BULB TEMPERATURE WHA WATER HAMMER ARIIOGTCR 16A-1 1 GGH CgTIO.NB)TO AUL 9ANDSPECI A SECTION INCICATCR A- SECTION AIF DESIGNATION M.1•+ SHEET DESIGNATEON /� L.! KEYED NOTE DES[GNATEON • Q DRAWING RBVBtON OCBIGNATION DUCTWORK DUCTWORK T 7 MDTOR12ED CONTROL DAMPERIN iTilCT CONTROLS CONTROLS UT THERMOSTAT Ofl TEMPERATVRE SENSOR DATE BY GENERALNOTES REFER TO SPECIFICATIONS FOR ELIUIPMENT AND MATERIAL OCSpUPTION. THERMOSTATS SHALL BE PREMED BY MECHANICAL CONT4NACTORAND ENSTALLE4 BY ELECTRICAL CONTRACTOR ALLCONTROLWIRENGSNAEL BE INSrALLEO BY ELECTRICAL CONTRACTOR • FABRICATE SHEET METAL BLEEVE31NACCOROANCE WETN sMACNA MVAC SRJCT CO.NSTRUCTEON $TANDARDB-METALANS FLEKIBLE. Mechanical Plan & Legend Job No. 05-024 cramwAr RD6/DOR Data. 08/03/05 M1 FEE A5..024• -M1 4F