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Home My WebLink AboutWZ-02-11CITY OF WHEAT RIDGE 22123102 20,45 Aft _'da CREY WOLF STUDIr_i RECEIPT NO,C014250 FMSD ZONING MISCELLANEOUS ZOMI PAYMENT RECEIVED CK 2252 TOTAL AMOUNT 60.00 AMOUNT 60.00 60.00 i 7500 West 29th Avenue The City of Wheat Ridge, Colorado 80033 Wheat Telephone 303/235-2846 Ridge FAX 303/235-2857 November 6, 2002 Paul Kane Grey Wolf Studio 2601 Blake St. Denver, CO 80205 Dear Mr. Kane: At its meeting of October 28, 2002, City Council approved your request for approval of an amendment to a Planned Industrial Development final development plan for property located at 10619 West 50' Avenue for the following reasons: All requirements for a final development plan amendment have been met. All minimum specifications of the Planned Industrial District have been met or exceeded. 3. All outside agencies can continue to serve the property. 4. The Public Works Department has approved the drainage report and plan for the proposed modifications. Enclosed is a draft copy of the minutes stating the Council's decision. A blackline photographic mylar of the final development plan needs to be submitted for recording with Jefferson County within 60 days of final action. The fees for recording with Jefferson County are $10 per page. Enclosed is a copy of our fee schedule. Please submit payment along with the mylar. Please feel free to contact me at 303-235-2846 if you have any questions. Sincerely, Kathy Fi Administrative Asst. Enclosure: Draft of Minutes cc: Rocky Mountain Bottle Co. 10619 W. 50" Ave. Wheat Ridge, CO 80033 WZ-02-11 (case file) 0...\Niy Documents\Kathy\PCRPTS\PLANGCOM\CORRESP\2002\WZ021 I Uff 99 ON= CITY OF WHEAT RIDGE, COLORADO V-1 October 28. 2002 The Regular City Council Meeting was called to order by Mayor Cerveny at 7:00 p.m. Councilmembers present: Jerry DiTullio, Vance Edwards (arrived at 7:05 p.m.), Dean Gokey, Ralph Mancinelli, David Schneider, Odarka Figlus, Lena Rotola, and Harry Hanley. Also present: City Clerk, Wanda Sang; City Manager, Randy Young; City Attorney, Gerald Dahl; Director of Planning, Alan White; Acting Director of Public Works, Greg Knudson; staff; and interested citizens. APPROVAL OF MINUTES OF October 14. 2002 Motion by Mr. DiTullio.for the approval of the Minutes of October 14, 2002; seconded by Mrs. Rotola; carried 7-0. PROCLAMATIONS AND CEREMONIES Mayor read the Proclamation for Wheat Ridge Hospice Month - November 2002 CITIZENS' RIGHT TO SPEAK Lucile Knowlton, 4471 Kipling Street, needs to know if her property is zoned Agricultural or Commercial. She has been paying taxes like it is commercial property. APPROVAL OF AGENDA PUBLIC HEARINGS AND ORDINANCES ON SECOND READING Item 1. Consideration of an amendment to the Coors Planned Industrial Development for the purpose of expanding a parking lot and drive aisles on property located at 10619 West 50th Avenue. (Case No. WZ-02-11) (Rocky Mountain Bottle Company) Case No. WZ-02-11 was introduced by Mrs. Rotola, who also read the title; summary and background were read by the Clerk. CITY COUNCIL MINUTES: October 28, 2002 Page -2- Meredith Reckert, Wheat Ridge Planning Department, was sworn in by the Mayor and presented the staff report. Ken Harshman, representing Coors Rocky Mountain Bottle Company, was sworn in by the Mayor and agreed with the staff report. Motion by Mrs. Rotola to approve.Case No. WZ-02-11, a request for an amendment to the Coors Planned Industrial Development Final Development Plan to allow relocation of the entrance from West 50th Avenue and expansion of an existing parking lot on property located at 10619 West 50th Avenue for the following reasons: 1. All requirements for a final development plan amendment have been met. 2. All minimum specifications of the Planned Industrial District have been met or exceeded. T 3. All outside agencies can continue to serve the property. 4. The Public Works Department has approved the drainage report and plan for the proposed modifications; seconded by Mr. Mancinelli; carried 8-0. Item 2. Request for approval of a Preliminary and Final Development Plan, as well as Final Plat for property located at 3501 Wadsworth Blvd. and zoned Planned Commercial Development, for the purpose of constructing an automobile dealership. (Case No. WZ-00-09) (John Elway AutoNation, USA) Case No. WZ-00-09 was introduced by Mr. Schneider, who also read the title, summary and background. Alan White, Planning Director for the City, was sworn in by the Mayor. He entered a legal protest into the record that was received by the City Clerk's Office and forwarded to his office this afternoon. He noted that this application was submitted under the old Chapter 26, which requires a % vote of Council if a protest of 20% of the adjacent property owners has been submitted. He read a letter into the record that was submitted this afternoon. The letter is from Rose Fedorowicz and is in support of the expansion and improvement plans for the dealership. Another letter was received late today from Tom and Kristin Rankin, 7395 West 35th Avenue, asking for a no vote on this request. Another letter was just handed to him speaking against the request; the letter is from Mina Tepley, 3652 Allison Street. Mr. White presented the staff report. OF WHEgp P o AGENDA ITEM It c, REQUEST FOR COUNCIL ACTION October 28, 2002 c~C OR P~~ X PUBLIC HEARINGS _ ORDINANCES FOR 1ST READING _ BIDS/MOTIONS ORDINANCES FOR 2ND READING RESOLUTIONS T. Quasi-Judicial: XX Yes No SUBJECT: Consideration of an amendment to the Coors Planned Industrial Development final development plan to allow relocation of the entrance to W. 501 Avenue and expansion of an existing parking lot on property located at 10619 West 501 Avenue. SUMMARY AND BACKGROUND: At the October 3, 2002, Planning Commission meeting, a recommendation of approval was given with one condition replacing the requirement for blue grass sod with drought tolerant grass. This condition has been incorporated onto page 6 of the plan set being reviewed by City Council. ATTACHMENTS: 1. Recommendation form 2. City Council staff report 3. Planning Commission minutes from October 3, 2002 4. Exhibits 5. Amended Final Development Plan STAFF RECOMMENDATION: ORIGINATED BY: STAFF RESPONSIBLE: SUGGESTED MOTIONS: Approval BUDGETIMPACT: Original budgeted amount: $0 Actual contracted amount: $0 Impact of expenditure on line item: $0 Budget Account No.: N/A Alan White, Director of Planning and Development Mary Austin "I move to APPROVE Case No. WZ-02-11, a request for amendment to the Coors Planned Industrial Development final development to allow relocation of the entrance from W. 50`s Avenue and expansion of an existing parking lot on property located at 10619 West 50' Avenue for the following reasons: 1. All requirements for a final development plan amendment have been met. 2. All minimum specifications of the Planned Industrial District have been met or exceeded. 3. All outside agencies can continue to serve the property. 4. The Public Works Department has approved the drainage report and plan for the proposed modifications." C i t y o f W h e a t R i d g e Recommendation(s) to Council Pate 3i-7~dp7, Board r~~~ ~Al'✓YrJk `N Issue or Case RECOMMTNDATTQN(S)IANIMNIENT(S) (ifappReable, bullet form) r Recommendation(s) to Council Date Board Issue or Case # Page 2 Staff A * Please retur~to tgCitp Manager's Offipe for distribution CITY OF WHEAT RIDGE PLANNING DIVISION STAFF REPORT TO: City Council DATE OF MEETING: October 28, 2002 CASE NO. & NAME: WZ-02-11 / Rocky Mountain Bottle DATE PREPARED: October 16, 2002 CASE MANAGER: Mary Austin ACTION REQUESTED: Amendment to a Planned Industrial Development for the purpose of expanding a parking lot and drive aisles LOCATION OF REQUEST: NAME & ADDRESS OF APPLICANT(S): 10619 W. 501h Ave. Grey Wolf Studio 2601 Blake St. Denver, CO 80205 NAME & ADDRESS OF OWNER(S): Rocky Mountain Bottle Company 10619 W. 50`h Ave. Wheat Ridge, CO 80033 APPROXMIATE AREA: PRESENT ZONING: PRESENT LAND USE: SURROUNDING ZONING: SURROUNDING LAND USE: COMPREHENSIVE PLAN 111,217 sq. feet (2.55 acres) proposed construction area PID, Planned Industrial Development Industrial N:, A-1 (across RR tracks and Ridge Road) F City of Arvada S: & W: PID N: Vacant & Red Rocks Community College E Vacant & Ridge Home property S: & W: Industrial BP Planned Business/Industrial Parks DATE PUBLISHED: October 10, 2002 DATE POSTED: October 14, 2002 DATED LEGAL NOTICES SENT: October 14, 2002 ENTER INTO RECORD: (X) COMPREHENSIVE PLAN (X) CASE FILE & PACKET MATERIALS (X) ZONING ORDINANCE (X) EXHIBITS ( ) SUBDIVISION REGULATIONS ( ) OTHER JURISDICTION: The property is within the City of Wheat Ridge, and all notification and posting requirements have been met, therefore, there is jurisdiction to hear this case. I. REQUEST The applicant is requesting approval of an amendment to a Planned Industrial Development final development plan for property located at 10619 W. 500i Avenue. The purpose of the request is to expand a parking lot and widen drive aisles. The property is zoned PID as the Coors Planned Industrial Development. (Exhibit 1, Zoning) II. PROPOSED DEVELOPMENT PLAN AMENDMENT The Coors Planned Industrial Development 40i amendment was approved by Planning Commission in October 1999 and by City Council in November 1999. That amendment accommodated a 40,200 square foot building expansion for the purpose of converting the existing case packaging process to bulk packaging and to provide administrative offices. The 5 h amendment to the PID met the qualifications to be approved administratively in May 2002. The amendment transferred a portion of the approved density to the front of the building to accommodate a new entrance and employee locker room. This amendment is the 6th amendment to the Coors Planned Industrial Development. The portion of the property proposed for reconfiguration is approximately 2.55 acres in size. The alterations will occur on the southern most part of the site near W. 500i Avenue. The extent of the proposed alterations can best be viewed on sheet 4 of the PID document. The existing driveway on W. 50`h Avenue will be relocated to the east. The parking lot adjacent to W. 500i Avenue will increase in size from 77 spaces to 154 spaces. A significant improvement to the parking lot design is the inclusion of landscaped islands. The landscape plan is shown on sheet 6 of the PID document. The proposed parking lot . expansion will decrease the overall amount of landscaping on-site from 35.8% to 35.5%. The landscaping around the newly configured parking lot will be replanted with 35 trees and 143 shrubs. Eight green ash trees will be relocated on the site to the east side of the entrance drive off of W. 50th Avenue. Additional site modifications include the relocation of the drainage ponds spanning the property line slightly to the west. To improve circulation from Miller Street, the existing drive will be widened to 32 feet, the truck ramp removed, and the interior access drive widened to 30 feet. Twenty-two parking spaces will be striped in an existing paved area to the north of the expanded parking lot since the adjacent Inland Container no longer utilizes that area for circulation. All requirements for a Planned Industrial Development final development plan have been met. City Council Page 2 WZ-02-1 I/Rocky Mountain Bottle IV. AGENCY REFERRALS All outside service agencies will continue to serve the property with this reconfiguration. The fire hydrant to be relocated in conjunction with the relocated drive aisle will be done with approval from the Arvada Fire Protection District and will be at the owner's expense. The Public Works Department has approved a drainage report and plan for the site which includes the relocation of the drainage ponds. No dedication of right-of-way is required for either of the street frontages. Public improvements along W. 50a' Avenue and Miller Street are already in place. Public improvements will be required to be reconstructed where the existing drive cut on W. 50th Avenue is removed. V. PLANNING COMMISSION Planning Commission reviewed this request at a public hearing held on October 3, 2002. A recommendation of approval was given for the following reasons: 1. All requirements for a final development plan amendment have been met. 2. All minimum specifications of the Planned Industrial District have been met or exceeded. 3. All outside agencies continue to serve the property. 4.. The Public Works Department has approved the drainage report and plan for the proposed modifications. With the following condition: 1. On page six of the plan, item one: the words "new turf is to be blue grass sod per specifications" shall be changed to read "new turf is to be drought resistant grass." This condition has been incorporated onto page 6 of the plan set being reviewed by City Council. City Council Page 3 WZ-02-1 1/Rocky Mountain Bottle 6. PUBLIC FORUM Alan White made. anannouncement concerning erroneous information presented by the media indicating that redevelopment of the southwest corner of 380i and Sheridan would be discussed by the Planning_Commission at this meeting. He stated that this matter would not come before the Planning Commission unless redevelopment proposals are received at which time there could be the need for the Planning Commission to consider land use cases or an amendment to the urban renewal plan. PUBLIC HEARING DRAFT A. Case No. WZ-02-11: An application filed by Rocky Mountain Bottle Company for approval of an amendment to a Planned Industrial Development final development plan for the purpose of expandingthe parking lot to add 154 parking spaces on property located at 10619 West 500i Avenue and zoned Planned Industrial Development (PID). The case was presented by Mary Austin. She advised the Commission that all noticing requirements had been met and there was jurisdiction to hear the case. She entered all pertinent documents into the record which were accepted by Chair WEISZ. Ms. Austin reviewed the staff report and gave a digital presentation. Staff recommended approval of the application for reasons outlined in the staff report. In answer to a.question from Commissioner SNOW, Ms. Austin stated that a letter of approval had been received from the Arvada Fire Department. Kent (inaudible) Grey Wolf.Studio Appearing as a representative of the applicant, he stated that the proposed plan would provide separation between employee parking and truck traffic and reduce the slope of the entry drive to improve safety conditions within the site. Dan Roberts Rocky Mountain Bottle Company Mr. Roberts was sworn in by Chair WEISZ. He explained that the subject property is owned by Coors who has a joint venture agreement with Rocky Mountain Bottle. Commissioner McNAMEE asked Mr. Roberts if it would be agreeable.to the applicant to replace the plans to plant bluegrass with plans for a drought resistant turf. Mr. Roberts indicated this would be agreeable because his company is also concerned about water use. Chair WEISZ asked if others were present who wished to address this matter. There was no response. It was moved by Commissioner SNOW and seconded by Commissioner PLUMMER that Case No.. WZ-02-11, a request for approval of an amendment to a.Planned Industrial. ; Development final development plan for property located at 10619 West 501, Avenue be recommended to City Council for approval for the following reasons: Planning Commission Page 2 October 3, 2002 1. All requirements for a final development plan amendment have been met. 2. All minimum specifications of the Planned Industrial District have been met or exceeded. 3. All outside-agencies can continue to serve the property.. 4. The Public Works Department has approved the drainage report and plan for the proposed modifications. With the following condition: DRAFT 1. On page six of the plan, item one: the words "new turf is to be blue grass sod per specifications" shall be changed to read: "new turf is to he drought resistant grass." The motion passed 7-0 with Commissioner COOPER absent. B. Case No. ZOA-02-06: Ordinances amending Section 26-204 of the Wheat Ridge Code of Laws pertaining to changes to the Table of Uses for the Commercial and Industrial Districts regarding tattoo parlors, palm readers, psychic readers, fortune tellers and pawn shops. This case was presented by Alan White. He advised the Commission that all noticing requirements had been met and there was jurisdiction to hear the case. He entered all pertinent documents into the record which were accepted by Chair WEISZ. He explained that, at the request of City Council, the planning department drafted the proposed zoning amendments. It is proposed to allow these uses only in industrial zones. All existing uses would then become nonconforming. Under the code, nonconforming uses could exist in perpetuity, but could never be expanded. Another alternative for nonconforming uses would be to grandfather present uses: Amortization could also be used to provide that, after a certain period of time, a nonconforming use would cease to exist. He noted that, presently, only-pawn shops are shown on the list of uses chart in the code. Mr. White advised the Commission that fortune tellers, psychic readers and palm readers are protected under the first amendment. Therefore, the city cannot make these exclusively special uses and they would be subject to a discretionary hearing process. Commission MCMILLIN asked how many pawn shops are presently in the city. Alan White answered that there were two. He did not know for sure how many fortune tellers, psychics, or palm readers were-in the city. He stated that he estimated there were approximately a half dozen tattoo parlors presently in the city as the city has reviewed six applications for new tattoo parlors over the last six months. In response to further questioning by Commissioner MCMILLIN, Mr. White stated he was not aware of any zoning violation complaints associated with any of the subject type businesses. He stated that he did.not know if there. were any.police calls associated with these types of businesses.- Mr -White also pointed out on the-zoning map the industrially zoned areas within. the City. _ . Planning Commission Page October 9, 2002 N 3 N OFFICIAL ZONING MAP WHEAT RIDGE NE 21 PAROEU/LOT BOUNDARY (DESIGNATES OWNERSHIP) WATER FEATURE COLORADO ' DENOTES MULTIPLE ADDRESSES EXFrI I T~0.1 SE 16 0 100 200 300 400 Fed PUBLIC HEARING A. Case No. WZ-99-11: An application by the Rocky Mountain Bottling Company for approval to amend the existing Coors Planned Industrial Development Filing No. 1 final development plan to build a new 40,200 square foot building addition located at 10619 West 50th Avenue. This case was presented by Alan White. He reviewed the staff report and presented overheads and slides of the subject property. All pertinent documents were entered into the record and Mr. White advised that there was jurisdiction to hear the case. Staff recommended approval of the-application with -certain conditions as outlined in the staff report. Commissioner THOMPSON expressed concern that many trees would have to be displaced if the required islands are built. Commissioner GOKEY expressed the same concern and felt that, since there appears to be more than adequate parking, it would be preferable to remove a few parking spaces rather than removing trees. Dan Armagost 10619 West 50th Avenue, Wheat Ridge Mr. Armagost, appearing on behalf of the applicant, stated that he was the engineering services leader at the plant which manufactures glass containers for Coors Brewing Co. The purpose of the proposed project is to align the packaging process with a planned improvement at the brewery which will require receiving glass in bulk packaging. The proposed project would provide the capability for his company to provide glass in bulk packaging. Commissioner SNOW asked if the applicant had reached a written agreement with the Swadley Ditch Co. regarding the relocation of the ditch. Stephen Pxcel 1527 Cole Boulevard, Golden Mr. Axcel, representing Jacobs Engineering, responded to Commissioner SNOW's question and explained that they have complied with the ditch company's request to make a more gentle bend in the alignment of the ditch; however, at this time, have not heard back from the ditch company and there is no written agreement as yet. Chair BRINKMAN expressed concern about irrigation of the landscaped islands. Mr. Armagost stated that they have not, as yet, made plans for irrigated islands and commented that he would prefer to move existing trees to the outside perimeter in lieu of building islands in the parking lot. Planning Commission Page 2 October 21, 1999 EXHIBIT 2 The Commission expressed concern that a precedent might be set if the parking lot islands are eliminated as a requirement. Mr. White responded that since this is a Planned Industrial Development, the Planning Commission can vary certain standards and requirements as the situation dictates and, therefore, a decision to eliminate the islands would not constitute a precedent. It was moved by Commissioner COLLINS and seconded by Commissioner SNOW that Case No. WZ-99-11, a request for approval of an amendment to a Planned Industrial Development final development plan for property located at 10619 West 50th Avenue, be recommended to the City Council for approval for the following reasons: 1. All requirements fora final development plan amendment have been met. 2. All minimums specified.for a PID district have been met or exceeded. 3. All outside agencies can serve the property with upgrades at the owner's expense. With the following conditions: 1. That the trees which will be displaced by the parking lot be moved to the outside perimeter, which is an exception to the requirement for islands in the parking lot. 2. That the elevation sheet be numbered 9 of 9 and the other sheets in the plan set be renumbered accordingly. 3. Prior to City Council review, the that applicant clarify the relationship between parking north of building 25 and the future addition shown at that location. Commissioner SNOW offered the following amendment: Condition No. 4: that the site plan be revised to show the exact location of the relocation of the Swadley Ditch, and that the applicant be required to submit a signed agreement with the ditch company (including installation of the grate and right to enter and maintain the ditch as requested by the ditch comna-A prior to submittal to City Council. The amendment was accepted by Commissioner COLLINS. Commissioner THOMPSON offered the following amendment to Condition No. 1 to add the following sentence: "The trees displaced by the parking lot be relocated in consultation with the city arborist. The amendment was accepted by Commissioners COLLINS and SNOW. The motion passed unanimously. 9. CLOSE PUBLIC HEARING Chair BRINKMAN declared the public hearing portion of the meeting closed. Planning Commission Page 3 October 21,1999 CITY COUNCIL MINUTES: NOVEMBER 22, 1999 Page .2 - Paulette Cooper was present and told about herself and her desire to give something back to the community and to serve on the Planning Commission. Item 1. Motion by Mrs. Worth to appoint Paulette Cooper to the Planning Commission for District IV; term expiring March 2, 2000; seconded by Ms. Figlus; carried 8-0. PUBLIC HEARINGS AND ORDINANCES ON SECOND READING Item 2. Application by the Rocky Mountain Bottling Company for approval to amend the existing Coors Planned Industrial Development Filing No. 1 final development plan to build a new 40,200 square foot building addition located at 10619 West 50'h Avenue. ~i Item 2 was introduced by Mrs. Worth, who also read the title and summary. Dan Armagost, engineering services leader, was sworn in by the Mayor. He explained the necessity for their building expansion. Meredith Reckert was sworn in by the Mayor and presented the staff report and answered Councils' questions. Stephen Axcel, representing Jacobs Engineering, was sworn in by the Mayor and answered questions regarding the ditch relocation. Motion by Mrs. Worth that Case No. ,1 a request for approval of an amendment to a Planned Industrial Development final development plan for property located at 10619 West 50'•' Avenue, be approved for the following reasons: 1. All requirements for a final development plan amendment have been met. 2. All minimums specified for a PID district have been met or exceeded. 3. All outside agencies can serve the property with upgrades at the owner's expense. With the following condition: 1. That in consultation with the City Arborist, the trees which will be displaced by the parking lot be moved to the outside perimeter, which is an exception to the requirements for islands in the parking lot; seconded by Mr. DiTullio; carried. 8-0. EXHIBIT 3 A B C D E F G H J K L COORS PLANNED INDUSTRIAL DEVELOPMENT" DRAWING NO R. U/M DWG N0-DESCRIPDON C SD SHEEP 1 OF 6 BOOK PAGE FII IAIh NO 1 RECEPNON NO. L ~V17 ~V I DATE OF RECORDING 1 gip OIL oo`U AMENDMENT NO.6 J-WM N PLAN INDUSTRIAL DEVELOPMENT E O, 3" 2 ORIGINAL PIDFINAL DEVEOPMEMPLAN Riqgoi: V" T 7f27 "rJ` L ' 7 - WHEAT RIDGE COLORADO BOOK 74 PAGE 18 , , , , RECEPTION No. OD947892 INCLUDING A PART OF TALMAR INDUSTRIAL PARK, FILING NO. 1, A PART OF THE N.W.114, S.E.114 AND A PART OF THE S.W.114, DATE 3n6ns N.E.114 ALL IN SECTION 16 TOWNSHIP 3 SOUTH RANGE 69 WEST OF THE SIXTH P M JEFFERSON COUNTY COLORADO 1 , , , . , . BOOK 36 PAGE PAGE 11 BOOK 3 RECEPTION 84 4017574 NOTARY PUBLIC SUBSCRIBED AND SWORN TO BEFORE ME THIS GATE 2127184 4 DAY OF A.D. 20 WITNESS MY HAND AND OFFICAL SEAL. 2 MY COMMISSION EXPIRES P I DAMENDMENT No.2 BOOK 89 PAGE 16 CITYOFWHEAT RIDGE, DIRECTOR OFPUBLIGWORKS RECEPTION No. 86051871 NOTARY PUBLIC DATE NOTARY SEAL DATE 5116186 I, ROBERT E. HAIGHT, BEING REGISTERED LAND SURVEYOR IN THE STATE OF SI DATE COLORADO, DO HEREBY CERTIFY THAT THE SURVEY OF THE COORS PLANNED P I D AMENDMENT No WHEAT RIDGE, COLORADO INDUSTRIAL DEVELOPMENT WAS DONE UNDER MY DIRECT SUPERVISION AND P BOOK 70 . 70 PAGE E51 PAG NDRiH THE DIMENSIONS SHOWN ARE CORRECT TO THE BEST OF MY KNOWLEDGE. . RECEPTION No. 93127559 RECEPTION DATE 870/93 100 YEAR FLOOD PLAN: THIS AMENDMENT CONSISTS OF THE FOLLOWING CHANGES: PROPERTY NOT SUBJECT TO STREAM FLOOD ENCROACHMENT; ONLY OVERLAND FLOWS FROM THE RESPECTIVE WATER SHEDS ABOVE THE SITE P I D AMENDMENT No.4 . 1. THE PUPOSE OF THIS AMENDMENT IS TO RELOCATE THE EXISTING PAGE 47 BOOK GOP 105 THE ABOVE IS BASED ON INFORMATION CURRENT ON PARKING LOTS TO ONE LOCATION AT THE NORTH SIDE OF WEST RE C RECEPTION N Noo. F1063350 No. COORS BREWING COMPANY, BEING THE OWNER THE REAL AND IS SUBJECT TO CHANGING CONDITIONS AFTER SUCH DATE. 50TH AVENUE AND TO THE SOUTH SIDE OF EXISTING BUILDING DATE 51300 3 PROPERTY OF 26.84 ACRES MORE OR OR LESS SS DESCRIBED NUMBER 25. THERE WILL BE A NEW 3 ACCESS DRIVE FROM WEST AS FOLLOWS: 50TH AVENUE IN A NORTHWESTERLY DIRECTION. THE EXISTING A PORTION OF TALMAR INDUSTRIAL PARK FILING NO I AND A PORTION ACCESS DRIVE WILL BE ABANDONED AND THE CURB CUT REMOVED P ID AMENDMENT No.5 , . , OF THE N.W. 114, S.E.114, AND THE S.W. 114, N.E. 1/4, SECTION ROBERT E. HAIGHT COLO. P.L.S. 13495 AND THE ARE REDEVELOPED FOR PARKING AND LANDSCAPE. THE ODPBOOK 115 PAGE 64 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH. P.M. WHEAT RIDGE CERTIFICATION DATE ACCESS DRIVE FROM MILLER STREET IN A WESTERLY DIRECTION JUST RECEPTION No. F1480796 , , COLORADO, DESCRIBED AS FOLLOWS; SOUTH OF BUILDING 29 WILL BE WIDENED TO 32'. DATE 5/13102 BEGINNING ATESE S.E. CORNER, N.W. 114, S.E. 1/4 OF SAID SECTION 16, THENCE S89-4319WV ALONG THE SOUTH LINE OF THE N.W. 1/4, S.E.114 30.00 FEET TO THE TRUE POINT OF BEGINING PLANNING COMMISSION CERTIFICATION 2 . BUILDING DEVELOPMENT - NO CHANGE P I D AMENDMENT No. 6 , , THENCE CONTINUING S89°43'19°W, 921.39 FEET MORE OR LESS TO A ODP BOOK PAGE_ RECEPTION No POINT THAT IS 376.72 FT. EAST OF THE S.W. CORNER, N.W. 114, APPROVEDTHIS DAY OF ,20 3 . LANDSCAPE REOUIREMEN TS . DATE S.E.114, THENCE NORTH AND PARALLEL TO THE NORTH-SOUTH CENTER- BY THE CITY OF WHEAT RIDGE PLANNING COMMISSION The parking lot at the Rocky Mountain Bottle Company shall be - LINE OF SECTION 16,1323.42 FEET MORE OR LESS, TO A POINT ON landscaped to fill the requirements of the City of Wheat Ridges THE SOMH RIGHT-OF-WAY LINE OF THE COLORADO AND SOUTHERN RAIL- /SI Code of Laws, Chapter 26, Article 5. The total lot area is 111,217 4 ROAD, THENCE N74°52'3PE ALONG THE SAID SOUTH RIGHT-0FWAY sf. The existing landscape within the limits of landscape LINE, 642.61 FEET MORE OR LESS TO THE N.W.CORNER OF SAID TALMAR CHAIRMAN construction consists of 48 existing deciduous and evergreen trees. INDUSTRIAL PARK,FILING NO.I,THENCE SO.OV45-EALONG THE THE WEST The deciduous trees are: green ash (Fraxinus sp.) cottonwood LINE OF SAID INDUSTRIAL PARK 389.34 FEET, THENCE , 302.33 FEET, ET, TO POINT ON THE WEST RIGHT WAY LINE INE OF OF MILLER PLANNING AND DEVELOPMENT DIRECTOR (Populus sp.), willow (Solix sp.), locust (Gleditsia sp), Russian olive STREET, THENCE E SO°OOYIO°E ALONG THE WEST T RI RIGHROF-WAY LINE OF (Elaeagnus angu stifolis) and silver maple (Ater sp.) ranging caliper MILLER STREET 536.23 FEET TO THE SOUTHEAST CORNER OF TALMAR IS from 6"-30". The evergreens are Colorado Blue Spruce (Picea INDUSTRIAL PARK, FILING NOT, THENCE CONTINUING SO°00001E pungens) ranging in height from 15'-25. The ground that is not INDEX OF DOCUMENTS ALONG THE WEST RIGHT-OF-WAY LINE OF MILLER STREET A DISTANCE OF DIRECTOR paved is bluegrass sod. For the new landscaping and parking lot, 562.68 FEET MORE OR LESS TO THE TRUE POINT OF BEGINNING, EXCEPT THAT PORTION DESCRIBED IN BOOK 2163 PAGE 738 AND EXCEPT THAT 23 of the above trees will be removed or relocated oft-site, and 8 , PORTION FOR ROADWAY PURPOSES DESCRIBED IN BOOK 2163 PAGE 738 trees will be relocated on-site. 35 trees, 143 shrubs, and 71 1. LEGAL DESCRIPTION , , AND EXCEPT THAT PORTION DEDICATED FOR PUBLIC STREET IN PLAT BOOK CITY COUNCIL CERTIFICATION perennials/grosses will be added as shown on the plan. In addition, 89, PAGE 16, RECEPTION NUMBER 861 OF THE RECORDS OF JEFFERSON APPROVED THIS DAY OF 20 56,826 sf. of sod will be removed to accommodate construction COUNTY, COLORADO. and 25,812 sf will be installed as a part of new landscape 2. BUILDING DEVELOPMENT PLAN S THE BELOW SIGNED OWNER S OR LEGALLY D BY THE CITY OF WHEAT RIDGE CITY COUNCIL construction. All new landscape material will be irrigated by an - ( ESIGNATED AGENT(S) automatic irrigation system. 3 UTILITIES PLAN THEREOF, DO HEREBY AGREE THATTHE PROPERTY, LEGALLY DESCRIBED ISI . HEREON WILL BE DEVELOPED AS A PLANNED DEVELOPMENT IN ACCORDANCE WITH THE USES, RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN CHAIRMAN 4 ARCHITECTURAL SITE PLAN , AND AS MAY OTHERWISE BE REQUIRED BY LAW. I(WE) FURTHER RECOGNIZE 4. UTILITIES WILL BE ADJUSTED AS REQUIRED ALONG ACCESS DRIVES . THAT THE APPROVAL OF REZONING TO PLANNED DEVELOPMENT, AND AND PARKING AREAS. 5 GRADING PLAN APPROVAL OF THIS FINAL DEVELOPMENT PLAN AMENDMENT, DOES NOT CITY SEAL . CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY 5. DRAINAGE WILL BE ADJUSTED AS REQUIRED ALONG ACCESS DRIVES ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF ATTEST: AND PARKING AREAS. 6. LANDSCAPE PLAN THE WHEAT RIDGE CODE OF LAWS. CITYCLERK COUNTV CLERK AND RECORDERS CERTIFICATE THIS DOCUMENT ACCEPTED FOR FILING IN THE OFFICE OF THE EXECUTED THIS DAY OF 2p COUNTY CLERK AND RECORDER OFJEFFERSON COUNTY AT GOLDEN, COLORADO, ON THE _ , DAY OF A.D. COORS BREWING COMPANY By 20 IN BOOK _,PAGE_, RECEPTION NO. G3CY WOLF YCUDiC VICE PRESIDENT CONTAINER M ANUFACTURING JEFFERSON COUNTY CLERKAND RECORDER CITY CE WHEAT RIDGE CA la~ SE NO WZ-02-11~ . COORS BREWING COMPANY ATTESTED: ISI ~ ASSISTANT SECRETARY DEPUTYCLERK GWS PROJECT NO. 01-022 m BIM W ^ew^. WE ME COORS BREWING COMPANY ROOKY MOUNTAIN %anwaxmaeda alx 8I5/02 oAL o s ~aN - Im BOTTLE COMPANY 7 w > e "a. -K mrc z w u W- z i . - mopme.vom ~ n» n ~ OWMM a _wu_~~, WIT H wu, ~ UNLM wIarMUffla aMOmmrESrcc E TI >r,R _ w z ✓ r - ~ ~ 6 AS NOTED snl. a rm , YAY u.'9E5 sot uwxa. e ~ 1xso6+wruronwwss aNm p " mxxvY-H.5ACTO rM4 'A""Gmsn". WSMImI11P% u A B C D E F 5 H J K L A B C I"GRAVEL FIRE PAD R x MATERwS a SrOR4GEPREA ~ p I n i COORS CLASS PLANT I (COORS BUILDING 25) I I I i 15 F 141 L f j BULK CLASS o N l1~ /BEST-$ N `AV( fD1~ n(1RTtl1 g 6U OILSiORAGE85PILL 4 _ t ~~~^~11ILT Tlr I ° 9 i / ' ~ / A L .J- FARbr A" l71 it S 6 D / 1.,! ENER xw ~ o ~ - InccES 0.o. ~A 0. U 04 I ~ ( I it DO O DO N - _t It it oy K bw _7F L / ASPHf EMERG6VCYACCEM KID a _ o o INLAND CONTAINER CORPORATION O `5 ~ 0 I I I WMINGN0.25 PROW(,'IIONBSOMEW0.9DWUSE iM.OWBaR BLDG M.SY W1uREEYPANSIaN w.wosnFr. RDG xr.u OFFICE8ST0REBAREA 2ztrosaR. Rnc. xT.ss 2~ BUIIDINGNO,X FAGBIICMIN UORAGE I IWOA5.0fE wDaff3T I 2I 3 FlREPNOIECIIONNMPaxToNS I-' RUMUDGE SRASroPAGEOFRAWM41EABlls 4 29WWN. KDONT.&II ~l WIWINGN025 ARWMPREBSOR8510MGETANNS J J 3AWBOFi. RDGHI.]V 1-6-1 BNWINGNO RWM AN 0.0E &G S.SNSD.R BL00 Hi.4F' 1 BUdDINGN0.2B MAI W G 50M B EHT.T 50M MM Fi BLDG.Hi.'A PROPPNEV(30RPAlIIXIGTAlION 181 Buum NOY ELECTNCALRMTCH90I YIXdY1RIX 900SOFf. &DR. ROG. M.15 BECiNCMGM1MCNSTATOY BUJWNGM41 NWNSERNCEEMR4NCE 90CSO.Fi. BIOG M.15 I I NRSTORAGE-PROPANEPNONROILSiOPAGE GAS IAEIER $iATON t2 WROING%n OUIETREDYCUMGCENtER U.UMFT. BIDGHT.ss 13 ccNSmucnaNSxDP GW35D.FT. BLDG.ffw I14 BUIXGIASS PIIDItX1N dB,ADWFi. BU1ORN 15 "WWI MNMENANCEBNW PI)ORWN 10,000SDR. R➢G.HT.35 R P auxcw 16 IOCNFRR00MPDDIRON 3,0.11 SOFT. BLDG. M.25 [II FuRIREE)PAN510N 355WSD.iT wG.NT3R) TOTALSO FT. 462S0D9]PT G42Y Wow= 3%ua m \ wewMPmr NANE DAIS GINSPROJECTIA), 02-022 COORS BREWING COMPANY a rcQO rt~ Nw 2 ROCKY MOUNTAIN m Neml B15ro Bw m ~p wm~v t8 ' BOTTLE COMPANY 7 ~ w etm ~ m ~ DIN _ ~1 ~ tl MA U - o fined ' L a vmtgam evet OIM°LWNSMVbIF51C4 SNYI SIIENJV z e~~H3µ _ UNUSB OINERA3SEBFE _ IIRF u D THEN ✓ _ XM1AV51HY P _ ~w»~p m AS NOTED ~~dwq !L% x pE wKN0. ~ IXo oaewNSCONwM¢ l rxNna ml MWIYASWR ma B MN clsm 0.igU"IRI u A B C D E F G H J K L E I. F G H J K L ITEM DRAWING NO. REAL U/M DWG. NO.-DESCRIPTION LC. COORS PLANNED INDUSTRIAL DEVELOPMENT GE OF O E RE EPTION N FILING NO 1 DATE OF RECORDING AMENDMENT NO.6 - PLAN INDUSTRIAL DEVELOPMENT WHEAT RIDGE, COLORADO INCLUDING A PART OF TALMAR INDUSTRIAL PARK, FILING NO. 1, A PART OF THE N.W.1/4, S.E.1/4 AND A PART OF THE S.W.1/4, N.E.1/4, ALL IN SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH P.M., JEFFERSON COUNTY, COLORADO. xvD CENTER - - , CUP COORS BUILDING 29 nee 1~ u,- rvev P~` RanNT~ k ~ o II / 9 ~~I D. `I'FUC P L - z NTRANC& 66%TO STR£31T 13 1 \ VL V / rz e \rF x l . r te` \ \ aI \ MIND E MIND II I I I I c~ 2. o _ _ l- I /LT 3! ~ IOI IM_-_ !A "I -L_ a-r1G mr[ LI f (E1FlRE rrc _----_-nr-------------- Win'- 1 - µl 11'. 5( d YG. LDE) RET WN1 H1DF Ii 2 °-.-I MILLER E STREET (COORS BLDC26) III 2 W ~Fi,lo W IJ:J. „nl~i TOTAL ACREAGE OF INDUSTRIALOEVELOPMENT 5ACRES ACREAGE OF PARKING, OFF STREET LOADING. A ROADS 16 ACRES M.0% OF TOTAL (APPROX) ACREAGE OF LANDSCAPING, NANPW. GRASS, RETAINING PONDS, DECORATIVE GRAVEL ETC. .9ACRE N.n OFTOTAL(APPROX) LEI EXKTING UMIBOFAMENpAEMM6 CONSiRLCRON PLD.BWNDRY I\ N VV AERIAL MAPPED 1983 FIELD REVISED 1992 I BUILDING DEVELOPMENT PLAN 1•= Zara A B C D II E ROAD NNE ItINCE. ~L A ..BEST 52ND. LI IP~Tp/w/ a c TNN sgPO Rd f ICI/ i (GRAVEL) - D t~ ' / on sroRncEa sPlluJ I MENIF 'g F L.P. STC T~K I ❑ 1 l j~, - dl i ' r / ! / ' ! 1 RnvF1 FARmFIRE I Tl 3 / , t II I RFf WPIA ~ (E) FIRE 0 FxIERRErvcraccESS Roan o~ r { 1 i III a I li ° r ~ U COORS GLASS PLANT (COORS BUILDING 25) INLAND CONTAINER CORPORATION EXIST. WATERLINE T- MILLER STREET WAREHOUSE OORS BLDG86) t (E)FIRE HIM (E( FIRE M. BULK CLASS Y HYYO S IRE G _I W- EXI WA RUNE ~ I JI \~L I`. 61 coos k" attic ze 1.-J I apm RnarG_ mssst .If ruai - i _ _.I_ ~9A T I~ I I 7--- 2 v C_ on ORUNOf } , vox0 ' j j f t, L ' "D {P. 507« A VE. 1 ft (E)FlRE HYD. ~ ~ I ~~lfl¢1 Ii. 3 „I E,.~RR~~R~ I !1 F G H J K L ITEM DRAWING NO. TOTAL. DIM DWG. NO.-DESCRIPTION I.Q. REO. SHEET 3 OF 6 PAGE COORS PLANNED INDUSTRIAL DEVELOPMENT RECCEPTION NO. DATE OF RECORDING FILING NO. 1 AMENDMENT NO.6 PLAN INDUSTRIAL DEVELOPMENT WHEAT RIDGE, COLORADO INCLUDING A PART OF TALMAR INDUSTRIAL PARK, FILING NO. 1, A PART OF THE N.W.114, S.E.114 AND A PART OF THE S.W.1/4, N.E. 114, ALL IN SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH P.M., JEFFERSON COUNTY, COLORADO, KEY -S EXIST.SANRARYSEWER -G- EXIST. GAS -T- . EXIST. TELEPHONE E - - EXIST. ELECTRICAL - - EXIST. IRRIGATION DITCH -W- EXIST. WATERSERVICE EXIST, ARE HYDRANT (E) = EXISTING I~ N AERIAL MAPPED 1983 FIELD REVISED 1992 NOTE: ALL IRRIGATION AND DRLITY LINES TO BE RELOCATED WNH THIS EXPANSION WILL BE VACATED AND DERCK BY SEPARATE DOCUMENT t UTILI (TIES PLAN - r=Iw=Iw GREY WOLF 3rUO Blmm WE BATE COORS BREWING COMPANY < ¢aO w« m~m~ IMR e/5/02 cwu ROCKY MOUNTAIN i _ p.u•m.Mrma o[s BOTTLE COMPANY z ~ rc I mm~e w~ Awo ~ Rb -L1.1L~1- o _ nno ept gp pMO INYgIES10L WPM a ? iNrcNSAeW1 ~ WIIFSSOiNWNASPEG ME IIIIE N z ILI a Y.nl u .q PoiYM / _ XFAASVNRY p: ax9fepry. ~,gen AS NOTED ;Wf. INISRPA{RR MO R/OMN 0.K K 45 M51Y-145NI TO Di0 4 X C'XA6BRER1NEw.SR1E. RWMYRIRRL W u A B C D E F G H J K L A T 1 N 1 5403.8 1 7PAED 1 1 2 31 1e I- L --F 1 40 --L I E- L 1 HP POND I G W.E. 1 - L.P. BULK GLASS ADDITION 22SPACES c D E F G COORS PLANNED INDUSTRIAL DEVELOPMENT FILING NO.1 AMENDMENT NO.6 PLAN INDUSTRIAL DEVELOPMENT WHEAT RIDGE, COLORADO INCLUDING A PART OF TALMAR INDUSTRIAL PARK, FILING NO. 1, A PART OF THE N.W.114, S.E.114 AND A PART OF THE S.W.114, N.E. 114, ALL IN SECTION 16, T WNSHIP 3 SOUTH, RANGE 69 WEST F THE SIXTH P.M JEFFERSON COUNTY COLORADO. COORS 1 BLDG 28 ~ y" RAMP B 0 EXIST. WALK AND STAIRS TO R~r 0 5385.3 j REEQAININGWALL 0 L. 0 1 v VA V A 20' OCATE LT PAR I 0 HYD. 61 I I 154 spaces DOWELED CONCRETE 0 5404.5 CULLET RECYCLING CENTER COORS BLDG 29 0 O 1 I w w I a I ~ i a x it 3 I BUT CU C 5375.6 I I ARCHITECTURAL SITE PLAN it 1"=,0• north li A B C D F r, H J K L ITEM DRAWING N0. TOTAL U/M DWG. N0.-OESCRIPL0R I.C. REQ. SHEET 4 OF 6' BOOK PAGE RECEPTION NO. DATE OF RECORDING / < l x\ FIRE - D. 1 4q' I WIDEN EXISTING DRIVE TO 32' H NEW 35' RADIUS CITY STANDARD INLET (SEE SHEET 5 OF 6) Vies WOLF SLUE GWSP EUNO. 02-0222 NN E_ m COORS BREWING COMPANY 8/5102 m ROCKY MOUNTAIN > BOTTLE COMPANY ,asww T% Nun ~snm ]INEPMSESPEC 1111£ mm J/ NEQAS4 y VO AS NOTED Y! A4NB sa UMIq wI«ma 4 k 12 3 BUILDING 25 J II I ~ 22 SPACES I I' PAVE AREA I COORS PLANNED INDUSTRIAL DEVELOPMENT FILING NO. 1 AMENDMENT NO.6 PLAN INDUSTRIAL DEVELOPMENT WHEAT RIDGE, COLORADO I - INCLUDING A PART OF TALMAR INDUSTRIAL PARK, FILING NO. 1, A PART OF THE N.W.114, S.E.114 AND A PART OF THE S.W.114, N.E. 114, ALL IN SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH P.M., JEFFERSON COUNTY, COLORADO. I,. x COORS _ GULLET BLDG 2 FIRE a RECYCLING + HYD_? CEN-TER RAMS COORBLDG 29 ,ill c`I'I 410 - J \ "V.FIY j ✓ ,IERII 79 e b~ V A f - I ' I KING ~ AsP 1! ~ h pP PYD~ ryC0.FiE0~~~ ♦ I - PHAL PA K1PF _ .1A _ A Q , F \ JI E - B eN 5 HF=-53B4. ~ l 5 r ~ ~ - _ GRPOE ~ > I I III I - wit - .-A . I ( \ ~ MOND 14 15 RETNNIZI W^"""' 4~ I I III ( , I a 154 spaces fl- \I - i ~IIv I II I ~ I~ e i as r 81 I I D C _ % LL r /r g^ CURE 6 - E ~!j a ~ - Y v I _ ~ _ -0- 7 0 ~ w G a N rc s o i U a _ z ~ rc A B C D .f E POND WND I: I j I I POND V A I , \ r Iii \l I 1 E POND 1A A II\ \ t v \ II ~ ~~InICL FFTI ~ $`CI1H Ij GRADING PLAN ORAWING NO. OEO.iAL U/M OWG. N0.-OESCRIPION I.C. R SHEET 5 OF 6 BOOK PAGE RECEPTION NO. DATE OF RECORDING WIER FL ELEV. NEW 35' RADIUS WIDEN EXISTING DRIVE TO 32' 0 40 FIRE -1,31Nel LA[-- -40 HYD. I ~ l r orlh G:rcy NVOLP )2UD OWS MRa NO. 02-022 wF COORS BREWING COMPANY e°gm~mmmea tmN Bl5/02 tw. ROCKY MOUNTAIN - a..§~mwoehse IAD hMChghx,g kMEMpM51NINOrySFfn SXE6 pshaeevlsy~ IMIfS501NBM6E5PEC IIIIE NEMfAC{NAY D ~ AS NOTE w~aiyg tmpq Ata NRES Sff mw iHI5DR4WIh5NMPof46 Md0[N ~ rou+slr.i<snrD1D 4 CWRS&E'MNGN.5165. ~'END~ H u A I I D E 1 2 3 5 6 fi t I I B C G COORS PLANNED INDUSTRIAL DEVELOPMENT FILING NO. 1 AMENDMENT NO.6 PLAN INDUSTRIAL DEVELOPMENT WHEAT RIDGE, COLORADO INCLUDING A PART OF TALMAR INDUSTRIAL PARK, FILING NO. 1, A PART OF THE N.W.114, S.E.114 AND A PART OF THE S.W.114, N E 114 ALL IN SECTION 16, TOWNSHIP 3 RANGE 69 WEST QF THE SIXTH P.M., JEFFERSON COUNTY, COLORADO. resaxa ss9 1- W i reMf wrvnxs wn / _ 1 J »&i emr e~: - r I 1 ♦ % .ate ♦ .m° ` ♦ aT v % dM6 2ANc PRIpU ,aga1AW % If 9 - --Ir2 WA{ML4a1 ~ r•• ♦ XflEYIMO AME Sn e4 ;ve ew ~ erle~u'v ,`x xus~ 3Na r~ax I t Aw NA ♦ oea airs[ yq H J K L ITEM DRAWING NO. REO` U/M DWG. NO.-DESCRIPTION I.C. SHEET 6 OF 6 BOOK PAGE_ RECEPTION NO. PL ANTING NOTES DATEOFRECORDING 1. New turf is to be filuegmss sod per specifications. Final so ,rude shall be 1 1/2" lower than adjacent paving grade or eager except in the center of a swals where drainage would impeded. 2. Install 4" deep wood chips from tree and brush trimmings ` around all single trees. Sample of wood chips to be apprav - by Landscape Architect prior to installation. - 3. All planting beds are to be mulched with a 4" deep layer of 1"-2" rock mulch over geolextila fabric. Average top of mu is to be 1" lower than top of edger, 4. Any plant substlutons a e to be approved by Landscape Architect prior to nstallaton - 5. All turf to be watered using an underground automatic rrigaton system All trees, Ihmbs and grcuntlcrver to be watered using on underground automate rrgoton system 6 Soil preparation shall ons t of composted o mmandrent at - 3 cub C yards or 1,000 s.f 7. ra min The following a m estnroes that plant materials co m M1 placed from adlacent walls fences or paved areas - a Evergreen trees e b. Large shrubs - 4' Metlum shrubs 2 1/2 d. Groundsovers 12 '-4 8 Contractor shallae responsible far his/her own Constfuetkm 0 quantity estimates. a j ' 9 The Contractor shall be solely responsible for safety in, on ner aTy 1 short the project std Any damage to adjacent properl or unties not desi nated for removal relocation or ` / g , ♦ --4~ replacement shall be repaired and/or replaced by the ♦ Contractor at the Contractors expense 10. The Contractor shall be responsible for obtaining any permits or licenses required for the performance of the work as 01 e 5; _ryA 'Jr- y 11 applcable to the project All lank n beds are to be se arated from sod with d i g . p g p om no 12. All trees to remain shall be protected during construction wil a appropriate fencing placed at least 4 from the trunk of the ° 41 13 - The Landscape Architect /or Owner make no warranty os the correctness and andor coomplnde the existing locations shown or not not shown an ans. The Cc ntract tractor shall be responsible for geld verifying the z al and scot cal location of all existing utilities Including water, sewer storm drains, gas transmission lines, and other other utilities aboy and below low the surface ace that may affect the project. Should ould discrepancy Arno be discovered the Contractor snail no t the Architect and snail not continue b construct on until sol sad conflict can n be resolved in wring. construction dfS, 14. The Contractor shall ratify all milly compon es at least 48 hours prior to beginning construction to verify depth and local an of all ul I Ces 15. Any construction debris or mud -tracking in the pubic right -of way residing from the work shall be removed rumediab by the Contractor, 16. The Contractor shall provide all Ights signs. barricades, , flagmen and other deuces necessary to Pravda for the publ' safety on and about the site, The Contractor shoe furnish appropriate traffic control and safety measures in accordanc with the requirements of apppcoble Nghways and _ Transpormflim authority. 4 s+w 1% 17Contractor shall take ensures to .wn m .b. appropriate protect both c etsa '%b' zws sac s _ 0 to and adjacent property trees and vegetation. Arens x t 1 °0"''♦1~ utsde the a limits es k a shown Any items and hr are sections shop undisturbed, An ite the ms plans mended b , L1 1 xtm IEGENO for demolition must in must. be protected. Any damage will be ~ 4x y - repaired alContractors expense. ° lev+= ~w .=mum. ~m res. a ~aa ,z mavwazpe ♦ + t~.pra caw ;1. r<,..,•..,, ' tue uus ~sr. f ' g or X-11 use z.,le ,ffi .«rs ♦ I ♦ ° DES I G N C O N C E Cwrunuleur. w PLANT LIST: _a xa an manaxxne 9. evsmaazaa ocaauiShiam: f wsra xsr xastrz .y x ' so. nxs ssiualoawonms nsatn znlwauase, . Lawme to Wlaameaesvrer ~tzf1- ' mu I trot llJJO Nslss+5nl set" wlsaMad5313 m.¢e@ea,e o[oolasmsts: 9.~a.e== xusvvrvswT lxmaanrs a'tMmaaummlavwl _ _ _ II~~JJ we .wwww.rrxuu rase a¢ _ as am PL. lxr weu JIIFSSUmarAn as. tmuy'sil A 6SSS -.'O - .'6W SUlsalm. ropes ...».e..,..~ GREY raw.eal~e.s.xa.mewWr' evrnasx snlaaz tn.ral~.r'ra..xem. lutm+arsoruwswmesuumsl. - uarsrcuruart mtsmrinx CV OV~LI• ~~tu{ NK fCMpMY/08EIXf r0'B &1 BIIH dN MORP nd10. IMA PE ft r: m t RWII¢BNW!'9YI `^w, 4dsovbtlab Wems Ii ~SCAPC PLAN r q swa mexewmspul rsse scvmuoawel ttsam rtmaxuxsauRwssa. 1 LS~ 1. ,e sw NtlxnHr. again guean„._ oxnwzwrstoazm.® ML ee uxlml z'M rmu 0 se futtok.u Gel at allR F_qD' MOIL"' tmtwtnemY Wlaat® pbeaw wpax,relrwza Rut tezoartorxawl a ro1N P cWS aRaEanD. 02-022 r W. liesueniq. lu>•1E on>E LUUKS t KMIN(s, IUMYANI ~ ar9 M0,02 ROCKY MOUNTAIN x .wexe . pw, m w p ~p .ar BOTTLE COMPANY we ~ , ` .,owbAfmNq 7 W W W eae urOaigtlk brSrmLdlmN ARD Q m n I U J ptlmru~4~+M Yx $P& fRNEE TRUE a A'IXI~@RL YNf or AS NOSED IM - AU MLLES Mkic 0.9'MNG WNEOAtS fire's, Rue . 4 nb¢ wrn Eain REAlmmx A B C D E F G H J K L i Out To: margaretp Subject: Grass seed Hi, Margaret- Page I of 1 I had someone ask me what we recommended for a drought tolerant grass seed mix. His name is Paul Kane and his number 303-292-9107. could you please call him? Thanks, Meredith Printed for Meredith Reckert <meredith@ci.wheatridge.co.us> 10/14/2002 POSTING CERTIFICATION CASE NO. rlU Z_DZ j I PLANNING COMMISSION / CITY COUNCIL / BOARD OF ADJUSTMENT (Circle One) HEARING DATE: 10, PKx 1 I, I lAko l 4~nM ~J ^ ~(name) residing at 6~ f p1/ (address) as the applicant for Case No. 10 Z 'OZ' I I , hereby certify that I have posted the Notice of Public Hearing at (location) on this day ay of 20 O~d do hereby certify that said sign has been posted and remained in place for fifteen (15) days prior to and including the scheduled day of public hearing of this case. The sign was posted in the position shown on the map below. Signature=lc NOTE: This form must be submitted at the public hearing on this case and will be placed in the applicant's case file at the Department of Planning and Development. PID INPUS USiRUI ~ CONTAINER COORS GI-A55 CONTAINER SYSTEMS FILING NO.1 MINOR SUB ~4 PID I _ PID wznne n~ - . e:lplannir Rev. 61611 - ARVADA s 7500 West 29th Avenue Colorado FAX 303/235-2857 October 14, 2002 Dear Property Owner: The City of Ridge This is to inform you of Case No. WZ-02-11 which is a request for approval of an amendment to a Planned Industrial Development final development plan for the purpose of expanding a parking lot and widening drive aisles on property located 10619 West 50th Avenue. The case will be heard by the Wheat Ridge City Council in the Council Chambers of the Municipal Complex at 7500 West 29th Avenue. The meeting will be held on October 28, 2002 at 7:00 p.m. As an area resident or interested party, you have the right to attend this Public Hearing and/or submit written comments. If you are a property owner within 100 feet of this property, you may have the right to file a legal protest against the application which would require 3/4 majority vote of City Council to approve the request. A copy of the protest rights section of the code is enclosed. If you have any questions or desire to review any plans, please contact the Planning Division at 235- 2846. Thank you. Planning Division. C:\Documeents and Settnms\kathyWy DocumentsU thy\CC"TSWUBNOTICQ002\wzU211.wpd s w c o' r lD d c m a m -e O~ C C N d N 0 v (D i 0 =o z m0 Z 9 -~O N < o = Ln G) X > rn 0 rn 0 rn 0 W 0 W 0 rn 0 0 rn 0 m 0 Z z M C c a pmt 0, v O t O t A A A A A A im O Y/ o 0 0 0 0 0 0 ~ w m W 0 W 0 W 0 W 0 W 0 W 0 W 0 W 0 m 0 ~ w rn rn rn rn ~ m rn m rn m J O N A W N O t00 ❑ ❑ ® ❑ ❑ ❑ 3 xo~0 o O 0 N CD O, y _ o J m n ymo ~ 5m am C r O Own O A 3 A G7 0 S nAr ON 2 m ti oZ ° Om n 3 . d.~ m (D N N A N° .d. tOp . ° N o O v W O tD N.N. O o a -0 a RI N N - G .5, d ~u Ji" mac n<m °mm ~Ou~ a< mom m9m n0' D ~ N A 0 m c ~ a 04< Ogg O~ O"° P c n Oo'@ 0 1 m'~ - MI 00 Oro , o x° o mp1m ~3 y ^ t0 mv~ - N ^v n M O 05 N Oo ~RL M A M mom Z>> r O p °a N a a N N O^ 03 O m O' O O 7 L 4 O N A n o W A O A m ( W O d D n V O t V 0 Q N O 0 N O NNE Oy °i r U t 0 + ~6n OWN O (WT O Yk> > F M o o w w W p n 6 0 N 0 y l ° W 5} ~ S} 0 o H D 0 0 0 0 0 0 0 o d m° x ac d om3 ~ Qv G 'o MD N - N 91 N N O N C O N Q C\ C\ Z ~ N lL ~ Z IN ~ C ~ S c O ~ m ° o m - m D H a ~ a ~ c c ~p n ~ - a m W 6 NOTICE OF PUBLIC HEARING Notice is hereby given that a Public Hearing is to be held before the City of Wheat Ridge CITY COUNCIL on October 28, 2002, at 7:00 p.m. in the City Council Chambers of the Municipal Building at 7500 West 29 h Avenue, Wheat Ridge, Colorado. All interested citizens are invited to speak at the Public Hearing or submit written comments. The following petitions shall be heard: Case No. WZ-02-11: An application filed by Rocky Mountain Bottle Company for approval of an amendment to a Planned Industrial Development final development plan for the purpose of expanding a parking lot and widening drive aisles on property located 10619 West 501h Avenue, zoned Planned Industrial Development (PID) and legally described as follows: COORS BREWING COMPANY, BEING THE OWNER OF THE REAL PROPERTY OF 26.84 ACRES MORE OR LESS DESCRIBED AS FOLLOWS: A PORTION OF TALMAR INDUSTRIAL PARK, FILING NO. 1, AND A PORTION OF THE N.W. '/4; S.E. '/4, AND THE S. W. '/4, N.E. ''/4, SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M., WHEAT RIDGE, COLORADO, DESCRIBED AS FOLLOWS; BEGINNING AT THE S.E. CORNER, N.W. '/4, S.E. '/4 OF SAID SECTION 16, THENCE S89°43' 19"W ALONG THE SOUTH LINE OF THE N.W. '/4, S.E. '/4, 30.00 FEET TO THE TRUE POINT OF BEGINNING, THENCE CONTINUING S89°43' 19"W, 921.39 FEET MORE OR LESS TO A POINT THAT IS 376.72 FT. EAST OF THE S.W. CORNER, N.W. '/4, S.E. '/4, THENCE NORTH AND PARALLEL TO THE NORTH-SOUTH CENTERLINE OF SECTION 16, 1323.42 FEET MORE OR LESS, TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF THE COLORADO AND SOUTHERN RAILROAD, THENCE N74°52'30"E ALONG THE SAID SOUTH RIGHT-OF-WAY LINE, 642.61 FEET MORE OR LESS TO THE N.W. CORNER OF SAID TALMAR INDUSTRIAL PARK, FILING NO. 1, THENCE SO°00'45"E ALONG THE WEST LINE OF SAID INDUSTRIAL PARK 389.34 FEET, THENCE N89°45' 13"E, 302.33 FEET, TO A POINT ON THE WEST RIGHT-OF-WAY OF MILLER STREET, THENCE SO°00'00"E ALONG THE WEST RIGHT-OF-WAY LINE OF MILLER STREET 536.23 FEET TO THE SOUTHEAST CORNER OF TALMAR INDUSTRIAL PARK, FILING NO. 1, THENCE CONTINUING SO°00'00"E ALONG THE WEST RIGHT-OF-WAY LINE OF MILLER STREET A DISTANCE OF 562.68 FEET MORE OR LESS TO THE TRUE POINT OF BEGINNING, EXCEPT THAT PORTION DESCRIBED IN BOOK 2163, PAGE 738 AND EXCEPT THAT PORTION FOR ROADWAY PURPOSES DESCRIBED IN BOOK 2163, PAGE 738, AND EXCEPT THAT PORTION DEDICATED FOR PUBLIC STREET IN PLAT BOOK 89, PAGE 16, RECEPTION NUBMER 86051871, OF THE RECORDS OF JEFFERSON COUNTY, COLORADO. Case No. WZ-00-09: An application by John Elway Autonation for approval of a preliminary and final development plan and final plat for property zoned Planned Commercial Development (PCD) and located at 3501 Wadsworth Blvd. for the purpose of operating an automotive dealership. Said property is legally described as follows: A TRACT OF LAND LOCATED WITHIN THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, RECORDED AT RECEPTION NO. F0274494, JEFFERSON COUNTY, COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, WITH RECORDED INFORMATION DENOTED IN PARENTHESIS Q: COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 26; WHENCE THE NORTH-SOUTH CENTER LINE OF SAID SECTION BEARS S 00°02'34" W, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO, THENCE ALONG SAID CENTER OF SECTION LINE, S 00°02'34" W, 528.09 (528.00) FEET; THENCE S 89°59'44" W, 45.00 FEET TO A POINT ALONG THE WESTERLY RIGHT-OF-WAY OF WADSWORTH BOULEVARD AS DESCRIBED IN BOOK 1183 AT PAGE 141 AND THE TRUE POINT OF BEGINNING; THENCE ALONG SAID WESTERLY RIGHT-OF-WAY, S 03°29'58" W (S 03°32'34" W) 165.84 (165.80) FEET; THENCE CONTINUE ALONG SAID RIGHT-OF-WAY, S 00°02'34" W, 618.59 FEET; THENCE ALONG THE NORTHERLY RIGHT- OF-WAY OF WEST 35TH AVENUE, N 89°56'15" W, 590.00 (588.65) FEET; THENCE ALONG THE COMMON LINE OF THE TRACTS OF LAND DESCRIBED IN BOOK 2758, PAGE 59 AND RECEPTION NO. 84022528 N 00°02'34" E, 390.53 FEET; THENCE CONTINUE ALONG THE COMMON LINE OF SAID RECEPTION NO. 84022528 N 43 °06'01" W, 21.94 FEET; . THENCE ALONG THE COMMON LINE WITH WHEAT RIDGE PLAZA CONDOMINIUMS N 00°02'34" E, 376.89 FEET; THENCE N 89°59'44" E, 615.00 FEET TO THE POINT OF BEGINNING, CONTAINING 10.77 ACRES MORE OR LESS. Kathy Field, Administrative Assistant ATTEST: Wanda Sang, City Clerk To Be Published: Wheat Ridge Transcript Date: October 10, 2002 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Telephone 303/235-2846 FAX 303/235-2857 October 11, 2002 Paul Kane Grey Wolf Studio 2601 Blake St. Denver, CO 80205 Dear Mr. Kane: The City of Wheat Ridge At its meeting of October 3, 2002, the Planning Commission has recommended approval of Case No. WZ-02-11, a request for approval of an amendment to a Planned Industrial Development final development plan for property located at 10619 West 50`s Avenue for the following reasons: 1. All requirements for a final development plan amendment have been met. 2. All minimum specifications of the Planned Industrial District have been met or exceeded. 3. All outside agencies can continue to serve the property. 4. The Public Works Department has approved the drainage report and plan for the proposed modifications. With the following condition: 1. On page six of the plan, item one: the words "new turf is to be blue grass sod per specifications" shall be changed to read: "new turf is to be drought resistant grass." Your request is scheduled for a public hearing before City Council at 7:00 p.m. on October 28, 2002. Please feel free to contact me at 303-235-2846 if you have any questions. Sincerely, I Q I Kathy FioW - d Administrative Asst. Enclosure: Draft ' of Minutes cc: Rocky Mountain Bottle Co. 10619 W. 50" Ave. Wheat Ridge, CO 80033 WZ-02-11 (case file) 6. PUBLIC FORUM Alan White made an announcement concerning erroneous information presented by the media indicating that redevelopment of the southwest corner of 3 W" and Sheridan would be discussed by the Planning Commission at this meeting. He stated that this matter would not come before the Planning Commission unless redevelopment proposals are received at which time there could be the need for the Planning Commission to consider land use cases or an amendment to the urban renewal plan. 7. PUBLIC HEARING DRAFT A. Case No. WZ-02-11: An application filed by Rocky Mountain Bottle Company for approval of an amendment to a Planned Industrial Development final development plan for the purpose of expanding the parking lot to add 154 parking spaces on property located at 10619 West 500i Avenue and zoned Planned Industrial Development (PID). The case was presented by Mary Austin. She advised the Commission that all noticing requirements had been met and there was jurisdiction to hear the case. She entered all pertinent documents into the record which were accepted by Chair WEISZ. Ms. Austin reviewed the staff report and gave a digital presentation. Staff recommended approval of the application for reasons outlined in the staff report. In answer to a.question from Commissioner SNOW, Ms. Austin stated that a letter of approval had been received from the Arvada Fire Department. Kent (inaudible) Grey Wolf Studio Appearing as a representative of the applicant, he stated that the proposed plan would provide separation between employee parking and truck traffic and reduce the slope of the entry drive to improve safety conditions within the site. Dan Roberts Rocky Mountain Bottle Company Mr. Roberts was sworn in by Chair WEISZ. He explained that the subject property is owned by Coors who has a joint venture agreement with Rocky Mountain Bottle. Commissioner McNAMEE asked Mr. Roberts if it would be agreeable to the applicant to replace the plans to plant bluegrass with plans for a drought resistant turf. Mr. Roberts indicated this would be agreeable because his company is also concerned about water use. Chair WEISZ asked if others were present who wished to address this matter. There was no response. It was moved by Commissioner SNOW and seconded by Commissioner PLUMMER that Case No. WZ-02-11, a request for approval of an amendment to a Planned Industrial Development final development plan for property located at 10619 West 50`h Avenue be recommended to City Council for approval for the following reasons: Planning Commission Page 2 October 3, 2002 1. All requirements for a final development plan amendment have been met. 2. All -minimum specifications of the Planned Industrial District have been met or exceeded. 3. All outside agencies can continue to serve the property. 4. The Public Works Department has approved the drainage report and plan for the proposed modifications. DRAFT With the following condition: 1. On page six of the plan, item one: the words "new turf is to be blue grass sod per specifications" shall be changed to read: "new turf is to be drought resistant grass." The motion passed 7-0 with Commissioner COOPER absent. B. Case No. ZOA-02-06: Ordinances amending Section 26-204 of the Wheat Ridge Code of Laws pertaining to changes to the Table of Uses for the Commercial and Industrial Districts regarding tattoo parlors, palm readers, psychic readers, fortune tellers and pawn shops. This case was presented by Alan White. He advised the Commission that all noticing requirements had been met and there was jurisdiction to hear the case. He entered all pertinent documents into the record which were accepted by Chair WEISZ. He explained that, at the request of City Council, the planning department drafted the proposed zoning amendments. It is proposed to allow these uses only in industrial zones. All existing uses would then become nonconforming. Under the code, nonconforming uses could exist in perpetuity, but could never be expanded. Another alterative for nonconforming uses would be to grandfather present uses. Amortization could also be used to provide that, after a certain period of time, a nonconforming use would cease to exist. He noted that, presently, only pawn shops are shown on the list of uses chart in the code. Mr. White advised the Commission that fortune tellers, psychic readers and palm readers are protected under the first amendment. Therefore, the city cannot make these exclusively special uses and they would be subject to a discretionary hearing process. Commission McMILLIN asked how many pawn shops are presently in the city. Alan White answered that there were two. He did not know for sure how many fortune tellers, psychics, or palm readers were in.the city. He stated that he estimated there were approximately a half dozen tattoo parlors presently in the city as the city has reviewed six applications for new tattoo parlors over the last six months. In response to further questioning by Commissioner MCMILLIN, Mr. White stated he was not aware of any zoning violation complaints associated with any of the subject type businesses. He stated that he did.not know if there-were any.police calls associated with these types of businesses. Mr:- White also pointed out on the-zoning map the industrially zoned areas within the City. , Planning Commission - Page 3 October 3, 2002 oCDCL 3 13 Ul MN r o O~. cD =r 0 2) IMMEME N ~i- ° < INNER vo CD O CD uq - C - O W O p C N ~ N m - rmiiw 2) EEEh m BE - CIE UQ O O t~ O C CD CD r+ Cf4 C O n O O ~-r~ . UQ CD O ~-t fD r' W O ~ a l oi O n pp 1p pa- O CD CD p C CD O CD CD CD 0 0 0 c 0 cr N c~ cl, s=F, U, ! y i i pl f}0X0 ommc Q c m c r h^ a rn cn fl 0 a Q i Z mo, 00 G) m 03 s ~ Fv e~°I- lot F-+ Y• S u A X - , C - q 1 3' x i r~~ , r _ Cl y ry Al r a i s .yl l~ C 6i TI ~ G a two 4e s f r ~ g t E i A - }F r^~r^ y~ (VI ~V\ ~N ~o ~N ~o o o o~ N N ~_/wJ• 0 rMIL 0 S~ CD M rMI- 0.0 cD - rr CD O CD CL rt ~ C C CD CD mol O rMIL ~D rMIL N CD (DD W CL a) O Q S (D Q Q. rMIL U) 'n rZi O 001 S m CCD O foll- v (D rMIL CL O N CD O o CL CD ~ ~ cD (D 0 n CD _CD 0 ~°O o 0 CL CL ~ N m M m (D p' O rmlpL -h rmtL r-OL -0 N N r N A iY CD WOMEN ~N m CO) 0 0 ~ MENNEN 0 Q. m .0 MENEM MEMEN WOMEN o~ ~0 • Q~ m N~ r < r m =r r-P, P' < t% m CD -h (D m O ~D < m :3 -h IMMEME 0 CD CAWN0. & NAME: Yq�Q� Rocky Mountain CASE MANAGER: Mary AustA Bottle I ACTION REQUESTED: Amendment to a Planned Industrial Development for the purpose of expanding a parking lot and drive aisles I lowwww6lum w7wowwammm 2601 Blake St, � oraft-kAkw C-StiIIf 10619 Wheat Ridge, CO 80033 ----------- ZIP 0 EM 111 1 9 1 111! IIIIIIII'm jpi� -IIIiIIIII'm Iiqui�IIIINIIIIII I lillin RIFF-Ifill 1! iii li �i l�i!l�ilili,;iii 1 1 :1 EZM= TWO F► jATE FVWXW September 19, 2002 0 1, - M 104 1 a I R, JURISDICTION: ummmt «• -• gee • • - r - . to • •• • • t ill Planning Commission Page 2 WZ -01 -02 /Aiello 1111111211 I'Mal"M MIMPIRKHALILMUMINU M- -M- Wi ll I F LID � 11 Itig &=sRt Ig I-legs Imair-3 gal UNMENOM Option A: "I move that Case No. WZ-02-1 1, a request for approval • an amendment to a Planned Industrial Development final development plan for property located at 10619 W, 50" Ave. be recommended to City Council for APPROVAL for the following reasons: . . . r , i : b b:~'>" : .'f :,F.. I r ~Y~7.. w ,s :c ; . r .1;... .,...r. . ..r x~ ~ iuE *k b r~ ,:i.~.....: +rCaN4H'tSN • F Y w„~ :.:.r.:. .:i.: i . . r r . . : •,SN A . F:..,~r...... . r.. e.:. . .i ~ .i. ~S y~~~~~' T ~~.~.,,w~ 1 p: cal""""N. Lt r .:r:::. ~~~+.i..;:::i CM '3. ~I;.;:fi; 1. ,wr , ?•3 = i.:: ~ ~ >r~r,,~;~Fr,~.~,~, . 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'y, T~ • ti, e,., ~;:':::..,;.t ..e vtr ~ac.+~=G' : ~ -1. ..:➢F.•5 r7 F`.",.~C4'j ^ ,P 5}7y;"w4..'•~ ....7... ~ p., v ,.fly v a:k: ,Y ~ f, 'u I f c~. M ~S • d 7 ~ I AMENDMENT N0.6 ' r ~ 9 Y e! PLAN INDUSTRIAL DEVELOPMENT f } BEGINNING AT THE S.E. CORNER, N.W.1/4, S.E.1/4 OF SAID SECTION 16, THENCE S89°43'19"W ALONG THE SOUTH LINE OF THE N.W. 114, S.E.1/4, 30.00 FEET TO THE TRUE POINT OF BEGINING, PLANNING COMMISSIONCERTIfICATION 2. BUI BUILDING DEVELOPMENT - NO CHANGE P I D AMENDMEN ODP B04K LANDSCAPE REQUIREMENTS: RECEPTION No The parking lot cat the Rocky Mountain Bottle Company shall be V~~ NQ. ~ THENCE CONTINUING S89°43'19"W, 921.39 FEET MORE OR LESS TO A POINT THAT IS 376.72 FT. EAST OF THE S.W. CORNER, N.W.1/4, APPROVED THIS DAY OF , 20 3. LA BY THE CITY OF WHEAT RIDGE PLANNING COMMISSION Th lan /S/ Co s f. ~0. S.E. 114, THENCE NORTH AND PARALLEL TO THE NORTHSOUTH CENTER- DATE _ LINE OF SECTION 16,1323.42 FEET MORE OR LESS, TO A POINT ON THE SOUTH RIGHT-0F-WAY LINE OF THE COLORADO AND SOUTHERN RAIL- landscaped to fill the requirements of the City of Wheat Ridge's 4 ROAD, THENCE N74°52'30"E ALONG THE SAID SOUTH RIGHT-OF-WAY Cade of Laws, Chapter 26, Article 5. The total lot area is 111,214] LINE, 642.61 FEET MORE OR LESS TO THE N.W.CORNER OF SAID TALMAR CHAIRMAN co Th PLANNING AND DEVELOPMENT DIRECTOR ~P (El /S/ fro DIRECTOR p u pa 23 sf. The existing Ipndscape within the limits of landscape INDUSTRIAL PARK,FILING NO.t,THENCE SO°00'45"E ALONG THE THE WEST construction consists of 48 existing deciduous and evergreen tre~~~. The deciduous trees are: green ash (Fraxinus sp.), cottonwood LINE OF SAID INDUSTRIAL PARK 389.34 FEET, THENCE N89°45'13"E, {Populus sp.), willow (Salix sp.), locust (Gleditsia sp), Russian olive 302.33 FEET, TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF MILLER STREET, THENCE SO°00'00°E ALONG THE WEST RIGHT-OF-WAY LINE OF (Elaeagnus angustifolis) and silver maple (Acer sp.) ranging caliper MILLER STREET 53623 FEET TO THE SOUTHEAST CORNER OF TALMAR INDUSTRIAL PARK, FILING N0.1, THENCE CONTINUING SO°00'00"E from 6"-30". The evergreens are Colorado Blue Spruce (Picea ALONG THE WEST RIGHT-OF-WAY LINE OF MILLER STREET A DISTANCE OF pungens) ranging in height from 15'-25'. The ground that is not INDEX OF DOC paved is bluegrass sod. For the new landscaping and parking lot, 562.68 FEET MORE OR LESS TO THE TRUE POINT OF BEGINNING, EXCEPT THAT PORTION DESCRIBED IN BOOK 2163, PAGE 738 AND EXCEPT THAT 23 of the above trees will be removed or relocated off-site, and 8 PORTION FOR ROADWAY PURPOSES DESCRIBED IN BOOK 2163, PAGE 738, tre CITY COUNCIL CERTIFICATION trees will be relocated on-site. 35 trees, 143 shrubs, and 71 ~ . LEGAL DE perennials/grasses will be added as shown on the plan. In addition, i AND EXCEPT THAT PORTION DEDICATED FOR PUBLIC STREET IN PLAT BOOK per 89, PAGE 16, RECEPTION NUMBER 86051871, OF THE RECORDS OF JEFFERSON 56,826 sf. of sod will be removed to accommodate construction Ali i COUNTY, COLORADO. APPROVED THIS DAY OF , 20 56, an BY THE CIN OF WHEAT RIDGE CITY COUNCIL con and 25,812 sf will be installed as a part of new landscape 2. B U I LD i N G rj rj THE BELOW-SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) construction. All new landscape material will be irrigated by an } THEREOF, DO HEREBY AGREE THAT THE PROPERTY, LEGALLY DESCRIBED aut ISI automatic irrigation system. 3. U TI ~I TI ES HEREON WILL BE DEVELOPED AS A PLANNED DEVELOPMENT IN ACCORDANCE CHAIRMAN WITH THE USES, RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, 4. UTI AN CITY SEAL UTILITIES WILL BE ADJUSTED AS REQUIRED ALONG ACCESS DRIVES ARCHITEC 1 AND AS MAY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE AND PARKING AREAS. THAT THE APPROVAL OF REZONING TO PLANNED DEVELOPMENT, AND APPROVAL OF THIS FINAL DEVELOPMENT PLAN AMENDMENT, DOES NOT 5. GRADING CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY 5. DR ATTEST: AN qTY CLERK DRAINAGE WILL BE ADJUSTED AS REQUIRED ALONG ACCESS DRIVES ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF AND PARKING AREAS. 6. LANDSCA CITY OF WHEAT RIDGE CASE No. "WZ-02-11 " THE WHEAT RIDGE CODE OF LAWS. ~"~_,r COUNTY CLERK AND RECORDERS CERTIFICATE THIS DOCUMENT ACCEPTED FOR FILING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, 6 EXECUTED THIS DAY OF 20 COLORADO, ON THE _ , DAY OF A.D. COORS BREWING COMPANY BY 20 , IN BOOK ,PAGE ,RECEPTION N0. VICE PRESIDENT CONTAINER MANU COORS BREWING COMPANY ATTESTED: 1 y ASSISTANT SECRETARY mew j a u ~ BIM DWG. ~,r y i,a„ m~~,,~;,~„~ NAME DATE ~¢o r i ~ 815!02 pwG. in shidarifidence andsha~ ratbe TEii.E 0 3 usee by a~ryaie od~er tl~ coos DES away, rmw~~wNwa,Kn.~n,. written pemu~on d fmrs &awg CHK 7 (W W CD Z farprry. Th~ dra*g and the J Q CL,, Z idmtion cartained therein tali APUD M be ropied, reproduced or used, CM 3: LD ~ Z im~hdeain pan,~a~rypir- DIMENSIONS IN INCHES TOL S~ET St posextiatwm unlessspedfiaWy UNLESS OTHERWISE SPEC. TITLE W whfized ~ "'t* bye Ax FINISH / NE a ~ Q &exin9 fanPanY• Al cap}Ti9hts are Xxx by C-) I co a- cm Br* ANGLES Y CT- FRACTION RADII S~ THIS DRAWING CONFORMS TO ANSI Y-14.5 AND TO CARS BREWING CO. STUS. DBQ CONTROL cu A B C cl H ~ K A B C G H J I K K ~ ITEM DRAWING N0. TREQ~ U/M DWG. N0.-DESC -DESCRIPTION- I.C. STOCK N0. .r.. SHEET 2 OF 7 BOOK PAGE , = -D' ALA QlJSTRIA E n MFN FILING N0. 1 RECEPTION NO. DATE OF RECORDING 1 X X~ NUE ~iI ~ IJ~' ~ E~,N DG' _.--x!'"~ i 5 2ND A~-o--o- ~ N ~ 1 oi~ sr ~ ,-"t'"~~ L.P. STORAGE E S.W.114, LORADO. x~- (~X ' ~ F ~ ~X - i _ AMENDMENT N0.6 ~ 'GRAVEL ~~O- -O- PLAN INDUSTRIAL DEVELOPMENT o ~ r 2 ~ i) I- MATERIALS x N " STORAGE AREA WHEAT RIDGE, COLORADO 2 ~ ASPHALT EMERGENCY ACCESS ROAD ~ Y~ x FUTURE BUILDING X~~"` O I M j° 17 -o- ❑ ~ ~ I ~ COORS GLASS P 3 ~ ' c . (COORS BUILDING I MH ~ P o INLAND CONTAINER I ~ ~ ~ MH IiUILU1NV N CONVEYOR ~ ~ ~ ° ~ JIL~11l~ta NU.1~ ~ ~ o r e COORS ¢ I ......,m.. r~ CORPORATION ~ 15 LDG. zs ~ ~ W ` ~ ~ a PROPANE V MH 'TN ~ 14 ~ I~" cooRS MH o ~ a BUIL[)ING N MH _ ~ ~ -X BULK GI.~iSS i 4 Q ❑ i ,M~ O ❑ ~ j~ co ULLET RECYCLIN ~ FIRE ~ BLDG. 28 X p- HYD. CENTER ~ ~ a BUILDING N P COORS BUILDING 29 X ~ 1_ i ~ ~ ~ ~ o # 1 J - } can ~ ~{j ~e DIE I I - - ~ - 1 nH FU ~ 1 o ST-x ~ ~ DIESEL FUEL '-ma'y`' I ~ ~ 1 STA. ~ ~ ~ a ` r ~ X ~ (E) FIRE ~ Q FUEL STOR +lr HYD. ~ ~R UCK SCALE L - - - - I I i~ - s ~ ~ ~ a 4 t_ 5 ~ I ~ ii t _c. i I ,r j ~ ~ ~ r ~ ~ ~ l ~ ~ ~ ~ I~ t ' r 1 i ~ 6 a ~ 0 ur I 1 1 t hc1 mow 1 1 >~~e ~QO ~ a r s-~ Q w w i- Breong tanpany *Olt the prior • o .ter roww ■ i a a ` o ! . 0 ~ w w o z witen pemison of toes CHK fumparry. this Ong and the L 1 ! J f 1 i I i i ► i ~ ~ ~ ~ ~ Z J Q (n cr- Womb caWied the sUl APW U O p W in 0* or ~ cnpied,reproduoedor ad, DIMENSIONS IN INCHES TOL SHEEP PK for m1!Wr- CL Z U) z p~eewhatscever~kssspeafiagy UNLESS OTHERWISE SPEC. TITLE w z """4byCm XX FlNISN 6nwing company. Al wpytigt are Xxx m herebY'mwd by Cm1Y. ANGLES SIZE m ~J~ THIS DRAWING CONFORMS FRACTION RADII TO ANSI Y-14.5 AND TO r N CZ.I COORS BREWING CO. STDS, DESIGN CONTROL A B C D E F t G H ~ K A B C G H J K ITEM DRAWING N0. TREQ~ U/M DWG. N0.-DES S PLANNED INDUSTRIAL DEVELOPME FILING N0. 1 1 r~ AMENDMENT N0.6 PLAN INDUSTRIAL DEVELOPMENT WHEAT RIDGE, COLORADO )F TALMAR INDUSTRIAL PARK, FILING N0.1, A PART OF THE N.W.114, S.E.114 AND A PART OF THE r /J ~ i t~ j --"'r / G N ZD , ~J w- J- r _ 1 N N N --,'~~EST 52-D~ INGT~ ~ a-' I I .J .X- ~ I ~ ~ T aLVC~~ i ~ ~ ~ y J) 1 ~ ~ it RAW MATERIALS ~ ~ I STORAGE AREA 3 '~-v~- EMERGENCY ACCESS ROAD •a ~ ~ ~ , ~!i CU ~ m ~ ~ ~ 1 ~ ~ ~ 1 ~ 1 e ~ 1 l 1 1 I • ~ 1 R~ ~ji I 1 f ~ 1 tl7 ~I COORS GLA 4 I (COORS BUIL I~ ~ _ ~ r ~ TAT A ~ ~l''/l T T C~ t~1 - CYl~filt~l i Po N I 1 INLAND CONTAINER ' I ~I t 1 CORPORATION ;i - EXIST. FIRE HYDRANT i ■e~ i EXIST. EXISTING WATER LINE I.. m r- T_ BULK GLASS ~ ~ 0' 9 . , ~ ~ 5 FIRE~ i ,r ~ HYD. 1~ - S t - - I w~'~~ ~ - ~ EXI I L F' N) J - ~ Yz. 1 _ ` `T~/Sbl~~~. uIAPPED 1983 III E1/ISED 1992 j\ ~ \ j ~ I~ \ 6 ~ ION AND UTILITY LINES TO BE RELOCATED ~ iii ~ XPANSION WILL BE VACATED AND DEDICATED a a~CN~~~~R~ P~~~~~~ 241 BLAKE STREET SUITE ~0 ~ ~ _ J Y DEN1li~R CEX,.t~ZAt?(} $02C?5 ~'~<<.:e ~x~~ . . a~,`~, - :543.292.9107 fox ~t?3.292.429~' orchitecture~►g~eywolf~tudio.cam ~ ~ a ~ _ - -s=-------~,,.------- mow 'fid' iv. rnH ,a ~ r:~. ,i ~QO Y } ~ n o~ Q W I- W written pion of tons CHK o ~ Z W W ~ J Q U) Company. This gandihe U ~ m c~ intamation cartained iherein shall APW not be cogedt rgxoduced or used, n z in~ialeainpmt,faanypur- DIMENSIONS IN INCHES TOL SNE paceewhacsoeuerunkssspe~caty UNLESS OTHERWISE SPEC. TITLE cn z C- w z aNlarizetl in xriting by Coors xx FINISH o ~ g k* Y. A wpryright are Xxx he*ww~ wdiry c-) ~ m Coors 9Company. ANGLES SIZE r-F THIS DRAWING CONFORMS FRACTION RADII N TO ANSI Y-14.5 AND TO CARS BREWING CO. STDS. DESIGN CONTROL L N ° A B C ~ H ~ K A B C ~ I E COORS PLANNED INDUSTRIAL DEVEL FILING N0.1 } AMENDMENT N0.6 1 PLAN INDUSTRIAL DEVELOPMENT G H J ITEM DRAWING N0. TREQL U/M DWG. N0.-DES .t WHEAT RIDGE, COLORADO i INCLUD ELUDING A PART OF TALMAR INDUSTRIAL PARK. FILING N0.1. A PART OF THE N.W.114. S.E.114 AN .E. 114, ALL IN SECTION 16, T WNSHIP 3 SOUTH, RANGE 69 WEST F THE SIXTH P.M., JEFFERa0 COORS.... J ~ N.E. 1 BULK GLASS ADDITION p ~ MH D ~ , 2 BLDG 28 CU RAMP RAMP RE CE CrJ DOWELED 54 0 4. 5 4 1 ~ 22 SPACES N p EXIST. WALK AND CONCRETE 5 4 0 3.0 PAVED STAIRS TO R~ i _ AREA 1 3 ~ I ~ ~ s ~ ~ o ~ RETAINING WALL 0 TO FT 5385.3 ~ II ~ CITY STANDARD INLET i (SEE SHEET 5 OF 6) - - NEW 1~"CMS r 19 0 ~ L.P. ~ E SI ~ \ li ~ W n ~ ~ 1 1« LOCAT~_ _ _ \ 1 I a \ ~ \ 4 1 LT PAR , ~ \ - - a ' 24' 24' { u / J r.., . _ P9Nn_- - x a y F~ ~-~ea.s ONCR E N ~ REL _ ~_~j~. , _ _ ~ ~ u ~rr Y 5373.2 _ - Q i i - ' HP-~\5 EXI T. ON8TIRUC \ . - OUSE TO ISL ~ ~ PON TO BE Q,~ 24~ - ~ L. _ I EL CATED 14 11 ~ q l m ~ ~ ~ ~ ~ o It J(■ f i ■i - ~ ~ s_ POND ~ - 6 \ 14 15 ,Q _ 6 4~ I, 1 i' i j W'E'- ~ - ~ RETAININGL0TO4~~T x 1 'i 154 spaces ~ ~ \ ~■L ' L.P. ~ - 13 t9 4 I I 'Li 1 r a I ~8' CHAIN LINK FENCE FIRE ~ HYD. ~ /~6" CURB W/4' WAL - - - ~ - f - - - - ~ FIRF - - - - ~ - ~ In L HYD. i 4r!~_ I ~ 6 - I _ J ~ . ` ~s__._ I ~ ARCHITECTURAL SITE PLAN ~ i °-,o~ north BIM DWG. r~re~vi ~yp~E DATE mow 3 1 m~m~y~was~rmam Ziao ~ ~m,ar~a ere~yr~,dr~c~~ ~'+N - 8!5/02 m~' m~ m~m~~ n ~q~~m~r«~ oEs ~ a ~ i i ~n~n.amnmeo~ _ - -CD v s Q W ~ W I- written MMon dtoas&* CHK W w fumpvry. ihhisrka* and the idama6on ta~aned tin shall APVD o Z~ (n ~ z rqt be co*, rqoduaed or used, o~ U Q z r, d. - irtwfaieairrpn,taanypur- DIMENSIONS tN INCHEST01 SHE[ pie, runkssspedfically UNLESS OTHERWISE SPED TITLI SKEET ARCHITECTURAL SITE PAN TITLE cn z C- w z WNrorked'mxiibngbyfoms A( FINISH Brewing Company. NcqpyrigMsare Xxx NEXT ASSEMBLY SCALE AS NOTED SNT. F m Coors Brew4 4 .XXX% ANGLES Y• FRACTION RADII St~ THIS DRAWING CONFORMS SIZE DVG.Na. REV. TO ANSI Y-14.5 AND TO COORS BREWING CO. STDS. CONTROL ° A B C ~ H J K f A B C E ~S~I~1PTIt~N~ T~J~K No BC~C~~ ~ CO 1 RE~PT'~C~N C~~ DATA INCLUDING A P N.E. 114, ALL - i 5 2 )ORS PLANNED INDUSTRIAL DEVELO FILING N0. 1 BUILDING 25 7 Y }a AMENDMENT N0.6 ~a r ~ MN PLAN INDUSTRIAL DEVELOPMENT J 1 i ~ WHEAT RIDGE, COLORADO f' t ~ A PART OF TALMAR INDUSTRIAL PARS, FILING N0.1, A PART OF THE N.W.114, S.E.114 AND p P ALL IN SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH P.M., JEFFERSON C0 - COORS _ II -t { 3 ~ 22 SPACES y ~ n I t G 28 ~ PAVED ~ B~o ~~1 ~ AREA \ 1~ 1 i1o ~ i ~ ~ ~r o / ~ , ..~r ni 1A1t1~VV ~ l~- - i~ a ' ~ f s r EXIST. W , R AW ~ x f t 4 ~i L i ~ ~ ~ f A. 19 p 1 a. ~ ASP'.. ti _ ~ _ \ I • , ~ RKWG I, \ f n2 ~ _ _ TE ~RAINA~E~AN 4 . -~SPHALj~ A ' 4 4C~ 0 4C~ U ~ ~ ~ ~ _ GRA~EB EAKS HP=5384. ~ ~ ~,J } ~ { 5 _ t~ '1 I z- i / - i t i . _ _ 1 i ~ 6 14 11 li `i ' I l~ i ~ ~_s / f L. ~ ,i POND i 14 15 .,w- aE7aiNIN `xnr~u , ~i Lr ' 1 ~ fr i ~ i 154 spaces Y i e 13 n~s H i s, I i ~ ~ 8, ~ ~ - .r '-ra r i ~ , - _ - p~.; ~l~ - - l 1 Y ~ i ,,li, '1 8.S 6 f i m 3 ~ v ~ 5 Q v• 'f i , _ _ _ _ FIRE - _ - v ,..w_ - - _ - NYD. ,,,~a____ - ° 1 i T ' J i f l r ~ } t _ J mow 3 0 'r l 1 1 ~iao ~ v ~ a i f ~ w 1~ ~ iii ~ - I I' ~ 0 w w iunpany. inaaamnganome irrfomatiai conmiied theten III APVD Z Cn ~ r ~ S z 0 0 Z in or in d caed,rgxoducedorused, DIMENSIONS IN INCHES TOL SHEET P4 for anYIPv- pose~~l~~oeuerunkssspe~ly UNLESS OTHERWISE SPEC. TITLE SHEET GRADIN PLAN TITLE CO z w z autlmtized in wining by fours ,y,J( FINISH / NEXT ASSEMBLY SCALE a k he* We* rmed -xxxx * fad'. NI ropynig,Ms are Axx AS NOTED SHTA OF co Brew4 FRACTION ~jjs SIZE SIZE DWG.NO. REV. THIS DRAWING CONFORMS TO ANSI Y-14.5 AND TO COORS BREWING CO. STDS. DESIGN CONTROL ° A B C D E F G H J K 1 f r ~ ~ I 7500 West 29th Avenue The City of Wheat Ridge, Colorado 80033 Wheat Telephone 303/ 235-2868 Ridge FAX 303/235-2857 September 30, 2002 T. Andrew Earles, Ph.D. Wright Water Engineers, Inc. 2490 W. 26' Avenue, Suite 100A Denver, Colorado 80211 Re: Rocky Mountain Bottle Company - Final Drainage Report Dear Mr. Earles, The Public Works Department will require that Final Drainage Report, not the transmittal letter, have the P.E. stamp, signature and date. Please find enclosed the two Final Drainage Reports requiring the stamp and signature. If you have any questions, please contact me at 303-235-2868. Sincerely, Michael Garcia Development Review Engineer cc: Greg Knudson, Interim Public Works Director Steve Nguyen, Interim City Engineer Dave Brossman, City Surveyor Alan White, Director of Planning and Development Mary Austin, Planner File rockymmbottle_fd r.l tr GREY WOLF ARCHITECTURE C ■ ■ ■ tranSmittal letter DATE: September 25, 2002 SEND T0: Mary Austin AICP, Planner ADDRESS Planning and Development City of Wheat Ridge, CO 7500 West 29th Avenue Wheat Ridge, CO 80215 303 235 2852 2857f-ax marya@ci.wheatridge.co.us PROJECT: Rocky Mountain Bottle Company - PID Filing 1, Amendment 6 NUMBER: 02-022.1 SENT VIA: Personal Delivery TRANSMITTED ITEM REMARKS 2 full size & (6) Sheets Revised for PID Re-submittal For review and approval by Wheat Ridge Planning Commission 18 half size dated 9/25/02 and City Council 2 Storm Drainage Plan, 9/25/02 Revised per Michael Garda review, Sealed and Signed Remarks: The revised resubmittal responds to your review comments of September 13th as follows: 1. "Future Building" references revised to show as current. 2. Planning Commission Certification Block added. 3. Mayor Certification changed to City Council 4. Vicinity map added. 5. The purpose of this project, in part, and the forthcoming Inland Container access and parking proposal is to separate and clear up the existing traffic complications in the area in question. 6. References to existing curbs, walks, hydrants, and chain link fence clarified as existing. 7. The triangular area was previously mislabeled as landscaped. It is relabeled as "paved area". 2601 BLAKE STREET SUITE 400 DENVER, COLORADO 80205 303.292.9107 arch@greywolfstudio.com 0 303.292.9108 GREY WOLF ARCHITECTURE Li ■ ■ ■ 8. Sheet 1 note changed to agree with Sheet 4. Access drive to be widened to 32'. 9. Sheets renumbered as 1 thru 6 of 6 and reference to Drainage Plan removed from sheet index. Public Works Department - Michael Garcia's Comments are responded to as follows: 1. (2) copies sealed and signed resubmitted for PID Amendment Hearing. 2. City Standard Double Inlet is called for and the diameter and slope of the inlet drain are called out on Sheet 5. 3. All remaining comments pertain to details to be addressed in the Construction Plans, to be completed subsequent to the Planning Approval and authorization to proceed with Construction Drawings. Arvada Fire, Valley Water, and Exel Energy Letters: 1. All are acknowledged and feasible solutions have been determined to be consistent with the plans as developed. 2. Construction Drawings will be address details of compliance with all referenced agency reviews. We look forward to the hearing scheduled for 7pm October 3rd before the Wheat Ridge Planning Commission. Please do not hesitate to call in the interim if you have any final questions in preparing your staff recommendation. Thank you Grey Wolf Studio Paul Kane AIA, CCS Project Architect C: John Stonebraker, Coors Engineering with (1) half-size set Dan Roberts, Director of Engineering Rocky Mountain Bottle with (1) half-size set Andrew Earles, Wright Water Engineers with (1) half-size set Curtis Horton, TKC with (1) full size set file 2601 BLAKE STREET SUITE 400 DENVER, COLORADO 80205 303.292.9107 arch@greywolfstudio.com e 303.292.9108 7500 West 29th Avenue 80033 FAX 303/235-2857 September 19, 2002 Dear Property Owner: The City of Ridge This is to inform you of Case No. WZ-02-11 which is a request for approval of an amendment to a Planned Industrial Development final development plan for the purpose of expanding the parking lot to add 154 parking spaces on property located 10619 West 501h Avenue and zoned Planned Industrial Development (PID). The case will be heard by the Wheat Ridge Planning Commission in the Council Chambers of the Municipal Complex at 7500 West 29th Avenue. The meeting will be held on October 3, 2002 at 7:00 p.m. As an area resident or interested party, you have the right to attend this Public Hearing and/or submit written comments. If you have any questions or desire to review any plans, please contact the Planning Division at 235- 2846. Thank you. Planning Division. C1Documents and Settmps aNyMy Documents\Kathy1PC"TSIPLA GCONcaotim\2W2\wzO21Iwpd a m m w~ m m •y d • N c ~ y ~ a K a q Q a c « m U m ~ O A ` d m \ j O w N OI O N C N e ' G N O m mEp a m w U t O ~p o a c E c ~ a x m m U Q m ° t« 5 5 5 S 5 5 U N p J C O Q U a 0 m _ m 0 ` N a r~ C O 1 °'m m 0 °om N O caw O m ,m a 'Zo O O aym O ~inm d y 9 i 0 m° c ~c ExF 5x0 U z mc- E N 3x0 a m°O 'rnU Y m O N _=LO N = a =mc OU o i ui c vo0 m (L am K U E ABU 0f y m a Q aE> O c o W L" - mom yco m c mu.c _ o oa m}._ = - -p m`w wm - `m Y N N pO o W o a a v o c R O> m m O C O M m O a f o o Cm] C J 0) m C J C N m 0 a C m v m N m M 0 J C U M V m " 0 U J U L G d y Z = 1 r u N C m N E Q n m o E O r m ~U OW,W E ❑ ❑ ❑ ® ❑ ❑ z N th a m m 1~ n m n O) n m n m n m n m n m n m n m m m m C~ p W ~y Q ° ° ° ° a o ° s ° O v a ~ v v s a v a v 0 00 m i o rn m m rn m rn a °rn °m rn °m °m °rn °m rn °m > V i m m° m m m m m m Q c p ~ o Q W p m c!) 55 n n n n n n n ~ (D > N 0 Z o O W Z V t~ ~ a ~I ca N 0 W O U N m a° 0. tg N N U .O. 0. 0 E z N FO v c m T -O U G, 0 z li~ F MetroScan / Jefferson (CO) • Owner :Nelson Properties Inc Parcel :042786 Site :5185 Miller St Wheat Ridge 80033 Xfered :03/26/2002 Mail :7400 E Orchard Rd #255 Greenwood Village Co 80 111 Price Use :3112 Ind,Improved Land Phone Bedrm: Bath: TotRm:l YB:1976 Pool: B1dgSF :25,218 Ac:2.31 • MetroScan / Jefferson (CO) • Owner :Scott Equipment Company Parcel :042790 Site :4990 Miller St Wheat Ridge 80033 Xfered :05/25/2001 Mail :PO Box 1807 Henderson Tx 75653 Price :$375,000 Full Use :3112 Ind,Improved Land Phone Bedrm: Bath: TotRm:l YB:1978 Pool: B1dgSF :6,440 Ac:.68 • MetroScan / Jefferson (CO) • Owner :State Of Colorado Parcel :042821 Site :10285 Ridge Rd Wheat Ridge 80033 Xfered :12/17/1986 Mail :3550 W Oxford Ave Denver Co 80236 Price :$44 Use :9129 Exempt,State,Land Phone Bedrm: Bath: TotRm:35 YB:1958 Pool: B1dgSF :380,869 Ac:123.47 * • MetroScan / Jefferson (CO) • Owner :Lic Investments Inc Parcel :085141 Site :5000 Oak St Wheat Ridge 80033 Xfered :06/23/1986 Mail :4030 Vincennes Rd Indianapolis In 46268 Price Use :3112 Ind,Improved Land Phone Bedrm: Bath: TotRm:4 YB:1970 Pool: B1dgSF :157,936 Ac:8.85 MetroScan / Jefferson (CO) • Owner :Coors Brewing Company Parcel :136211 Site :10619 W 50Th Ave Wheat Ridge 80033 Xfered :12/31/1990 Mail :PO Box 4030 Golden Co 80401 Price Use :3112 Ind,Improved Land Phone Bedrm: Bath: Tot Rm:ll YB:1968 Pool: B1dgSF :428,859 Ac:27.05 • MetroScan / Jefferson (CO) • Owner :W R Miller Partners Llp Parcel :401508 Site :4975 Miller St Wheat Ridge 80033 Xfered :12/23/1996 Mail :5386 Flatrock Ct Morrison Co 80465 Price Use :3112 Ind,Improved Land Phone Bedrm: Bath: TotRm:l YB:1977 Pool: B1dgSF :30,000 Ac:2.53 * MetroScan / Jefferson (CO) • Owner :Kunz Lee R Ii Parcel :401509 Site :10600 W 50Th Ave Wheat Ridge 80033 Xfered :08/01/1993 Mail :4096 Youngfield St Wheat Ridge Co 80033 Price :$45,000 Use :3112 Ind,Improved Land Phone :303-233-3536 Bedrm: Bath: TotRm:l YB:1984 Pool: B1dgSF :31,916 Ac:2.51 MetroScan / Jefferson (CO) • Owner :Colorado Industrial Portfolio Llc Parcel :401512 Site :10790 W 50Th Ave Wheat Ridge 80033 Xfered :12/03/1998 Mail :1512 Larimer St #325 Denver Cc 80202 Price :$377,133 Full Use :3112 Ind,Improved Land Phone Bedrm: Bath: TotRm:l YB:1985 Pool: B1dgSF :35,870 Ac:2.25 • MetroScan / Jefferson (CO) • Owner :Liberty Savings Bank Parcel :401513 Site :5000 Oak St Wheat Ridge 80033 Xfered :09/13/2001 Mail :475 17Th St Denver Co 80202 Price Use :3111 Vacant,Industrial Phone Bedrm: Bath: TotRm: YB: Pool: B1dgSF : Ac:1.01 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. NOTICE OF PUBLIC HEARING Notice is hereby given that a Public Hearing is to be held before the City of Wheat Ridge PLANNING COMMISSION on October 3, 2002, at 7:00 p.m. in the City Council Chambers of the Municipal Building at 7500 West 291h Avenue, Wheat Ridge, Colorado. All interested citizens are invited to speak at the Public Hearing or submit written comments. The following petition shall be heard: Case No. WZ-02-11: An application filed by Rocky Mountain Bottle Company for approval of an amendment to a Planned Industrial Development final development plan for the purpose of expanding the parking lot to add 154 parking spaces on property located 10619 West 50'h Avenue, zoned Planned Industrial Development (PID) and legally described as follows: COORS BREWING COMPANY, BEING THE OWNER OF THE REAL . PROPERTY OF 26.84 ACRES MORE OR LESS DESCRIBED AS FOLLOWS: A PORTION OF TALMAR INDUSTRIAL PARK, FILING NO. 1, AND A PORTION OF THE N. W. ''/4, S.E. '/4, AND THE S. W. '/4, N.E. ''/4, SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6T" P.M., WHEAT RIDGE, COLORADO, DESCRIBED AS FOLLOWS; BEGINNING AT THE S.E. CORNER, N.W. '/4, S.E. '/4 OF SAID SECTION 16, THENCE S89°43' 19"W ALONG THE SOUTH LINE OF THE N.W. '/4, S.E. '/4, 30.00 FEET TO THE TRUE POINT OF BEGINNING, THENCE CONTINUING S89°43' 19"W, 921.39 FEET MORE OR LESS TO A POINT THAT IS 376.72 FT. EAST OF THE S.W. CORNER, N.W.'/4, S.E.'/4, THENCE NORTH AND PARALLEL TO THE NORTH-SOUTH CENTERLINE OF SECTION 16, 1323.42 FEET MORE OR LESS, TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF THE COLORADO AND SOUTHERN RAILROAD, THENCE N74052'30"E ALONG THE SAID SOUTH RIGHT-OF- WAY LINE, 642.61 FEET MORE OR LESS TO THE N.W. CORNER OF SAID TALMAR INDUSTRIAL PARK, FILING NO. 1, THENCE SO°00'45"E ALONG THE WEST LINE OF SAID INDUSTRIAL PARK 389.34 FEET, THENCE N89°45' 13"E, 302.33 FEET, TO A POINT ON THE WEST RIGHT- OF-WAY OF MILLER STREET, THENCE SO°00'00"E ALONG THE WEST RIGHT-OF-WAY LINE OF MILLER STREET 536.23 FEET TO THE SOUTHEAST CORNER OF TALMAR INDUSTRIAL PARK, FILING NO. 1, THENCE CONTINUING SO°00'00"E ALONG THE WEST RIGHT-OF-WAY LINE OF MILLER STREET A DISTANCE OF 562.68 FEET MORE OR LESS TO THE TRUE POINT OF BEGINNING, EXCEPT THAT PORTION DESCRIBED IN BOOK 2163, PAGE 738 AND EXCEPT THAT PORTION FOR ROADWAY PURPOSES DESCRIBED IN BOOK 2163, PAGE 738, AND EXCEPT THAT PORTION DEDICATED FOR PUBLIC STREET IN PLAT BOOK 89, PAGE 16, RECEPTION NUBMER 86051871, OF THE RECORDS OF JEFFERSON COUNTY, COLORADO. Kathy Field, Administrative Assistant ATTEST: Wanda Sang, City Clerk To Be Published: Wheat Ridge Transcript Date: September 19, 2002 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/ 235-2846 Fax: 303/235-2857 September 13, 2002 Paul Kane Grey Wolf Studio 2601 Blake St. Denver, CO 80205 Dear Mr. Kane: The City of Wheat Ridge This letter is in regard to your submitted application for a PID Amendment for Rocky Mountain Bottle at 10619 W. 5& Ave. The plans were referred to internal City Departments and outside agencies as part of the development review process Following is a compiled list of comments submitted by these agencies. Planning & Development Department: 1. Areas shown as "future building" on sheets 3 and 4 appear to be part of this approval when in fact they have been previously approved. Please revise these areas. 2. Certification for Planning Commission needs to be added to page 1 as follows: Planning Commission Certification Approved this day of , 20 by the City of Wheat Ridge Planning Commission Chairman 3. The Mayors Certification should instead be titled: City Council Certification and should read that it is approved by the Wheat Ridge City Council. 4. A vicinity map of the area needs to be included. 5. It appears that there are 22 new parking spaces planned for the top of the hill area just south of building 25. It has been observed on site that truck traffic, particularly for the adjacent Inland Container, circulates through this area. Is this new parking going to cause an on-site circulation problem. 6. Reference labels to curb, walk and chain link fence along Miller St. and W. 50`' Ave. should indicate that they are existing. 7. There is a triangular landscaped area shown at the top of the bill south of building 25. This area should be included on the landscape plan. 8. On sheet 1 under the items describing the changes for this amendment, item #1 states that the access drive off of Miller St. will be widened to 35 feet while the drawing on sheet 4 shows the drive at 32 feet. 9. Since the Drainage Plan is not part of the document set that will be recorded, please re- number the sheets based on 6 sheets and remove the drainage plan from the index of documents on sheet 1. Public Works Department: 1. See attached letter to T. Andrew Earles from Michael Garcia dated September 10, 2002. A red-lined document set and drainage plan are also included. Arvada Fire District: See attached fax transmission sheet from Sparky at Arvada Fire District regarding adequate tam radius. Valley Water District: 1. See attached letter from Robert Arnold regarding water district comments. Excel Energy: See attached memo from Kathryn Bauer regarding potential easement encroachment. This concludes the summary of comments. Please address each of these comments by revising the drawings accordingly. For clarification on any of these issues, please feel free to contact any of the Development Review Committee members: Planning & Development Mary Austin 303-235-2852 Public Works Mike Garcia 303-235-2868 Traffic Engineer Steve Nguyen 303-235-2862 This case has been scheduled for public hearing before the City of Wheat Ridge Planning Commission on October 3, 2002 at 7:00 p.m. Please submit 18 copies of the 11" x 17" reduced plan set and 2 full-size plan sets by Tuesday, September 24, 2002. If you have any questions please do not hesitate to contact me. Sincerely, Mary Austin, AICP Planner, Planning & Development cc: Michael Garcia, Development Review Engineer Project File 4 7500 West 29th Avenue The City of Wheat Ridge, Colorado 80033 Wheat Telephone 303/ 235-2868 Ridge FAX 303/235-2857 September 10, 2002 T. Andrew Earles, Ph.D. Wright Water Engineers, Inc. 2490 W. 26th Avenue, Suite 100A Denver, Colorado 80211 Re: Rocky Mountain Bottle Company -First Review Comments of Final Drainage Study, Grading & Erosion Control Plan, & Construction Plans Dear Mr. Earles, I have completed the first review of the above referenced documents for the RMBC received on August 12, 2002, and have the following comments: Drainage Study (Discussion) 1. Please provide P.E. seal and signature on the final approved report. Drainage Plan(s) 1. Please provide a dimension on the construction documents for the inlet location. 2. Please provide invert elevations for the inlets. 3. Please provide (when appropriate) P.E. stamp and signature. Please provide 2 signed and stamped sets of the drainage report and plan with the second submittal. Grading & Erosion Control Plan 1. Please include an erosion control plan for review/approval. Construction Plans 1. Please provide radius points and drive dimensions for the new access point along w. 5011 Avenue. 2. Please include the city standard chase section into the plans. 3. The type R inlet located in the R.O.W. is to be replaced with a city standard inlet. A double curb inlet has been provided for your implementation into the plan set. Hydraulic computations may need to be revised based on this inlet capacity. Surveying Comments No comments at this time. Any questions related to these surveying corrections can be addressed to Mr. Dave Brossman, P.L.S. at 303-235-2858. Traffic Engineering A copy of the construction plans has been forwarded to the City's Traffic Engineer, Mr. Steve Nguyen, P.E., 303-235-2862 for review and had no comments at this time. Application for Minor Dumping/Landfill Permit Prior to the commencement of any onsite grading, an Application for Dumping/Landfill Permit, along with fees due will need to be submitted for review and approval. For your information and submittal in the second review package, a copy of this permit is provided. Right-of-Way Construction Permit(s)/Licensing Prior to any construction of the public improvements, the necessary right-of-way construction permit(s) and respective licensing will need to be submitted for processing by the City. Please return all red-lined prints with the second submittal. If you have any questions, please contact me at 303-235-2868. Sincerely; Michael Garcia Development Review Engineer cc: Greg Knudson, Interim Public Works Director Steve Nguyen, Interim City Engineer Dave Brossman, City Surveyor Meredith Reckert, Sr. Planner File rockymmbottle_review l.ltr Z 0 w w z W- w w y0- z6 N Z > ~Q 01 w Q Z V.- @J o¢ ~ w N x ~w Q J Q Q (V x X XQ 0 IN r~co ~!-0 Q H w w S LL 2:O LLQ n ca ~O ~a E ~w a~ I N 11J 04 o :o Lod n I-- 'v O Q Q IZ 0 U ~ o, Q U U E- C` n U U. 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Aug. 21 2002 03:00PM P2 7500 West 29th Avenue The City of Wheat Ridge, Colorado 80033 Wheat Telephone 303/235-2846 Ridge August 12, 2002 The Wheat Ridge Department of Planning & Development has received a request for approval of an amendment to an existing Planned Industrial Development final development plan at the property described below. Your response to the following questions and any comments on this proposal would be appreciated by August 30, 2002. No response from you by this date will constitute no objections or concerns regarding this proposal. CASE NO: WZ-02-I ] /Rocky Mountain Bottle Company LOCATION: 10619 West 501h Avenue REQUESTED ACTION: Approval of an amendment to a Planned Industrial Development final development plan PURPOSE: Expansion of parking lot to add 154 parking spaces APPROXIMATE AREA: 111,217 sq. ft. (area of construction) Issues for consideration include the following: The adequacy of public facilities or services provided by your agency to serve this development • The availability of service lines to the development. • The adequacy of capacities to service the development Servicing of this proposed development subject to your niles and regulations. • Specific easements that are needed on this or any other document. Any comments which would affect approval of this request by your agency. Please reply to: M. Austin Department of Planning & Development Fax., 303/235-2857 XX Water District (Valley) XX Sanitation District (Clear Creek Valley) XX Fire District (Arvada) XX Adjacent City (Arvada) XX Xcel Energy XX Qwest Communications State Land Use Commission State Geological Survey Colorado Dept Of Transportation Colorado Div. Of Wildlife Colorado Dept. of Natural Resources Denver Regional Council of Governments Jefferson County Planning Dept XX Irrigation Ditch Company (Swadley) pts~+w4 Cmple D j~sx ~:z Noam yDepartment,ate) XX "77te Carnation City" Jeffoo Health Department Jeffco Schools Jeffco Commissioners AT&T Broadband WHEAT RIDGE Post Office WHEAT RIDGE Police Department WHEAT RIDGE Public Works Dept WHEAT RIDGE Park & Rec Commission WHEAT RIDGE Forestry Division WHEAT RIDGE Building Division WHEAT RIDGE Economic Development Urban Drainage and Flood Control Dist Regional Transportation Dist. Denver Metro Major League Baseball Dist. c\pla=Mg\fonnftendmc£8m VALLEY WATER DISTRICT 12101 WEST 52ND AVENUE WHEAT RIDGE, COLORADO 80033 TELEPHONE 303-424.9661 FAx 303-424-0828 August 30, 2002 Mary Austin Department of Planning & Development 7500 West 291h Avenue Wheat Ridge, CO 80033 Dear Mary, Valley Water District has reviewed Case No. WZ-02-1 1/Rocky Mountain Bottle Company at 10619 West 50"h Avenue and have the following comments. 1) Valley Water District has a 12" water mainline and a 30' easement which currently lays in the existing street now being proposed for parking lot expansion. Our concern would be that proper grade be maintained for soil coverage of buried water mainline at 4 feet, landscaping within our easement and relocation of fire hydrant to proposed new street that meets Arvada Fire Protection District requirements. 2) Valley Water District Staff have met with Ken Harshman of Grey Wolf Studio, regarding the concerns and he has stated they will work with Valley Water District to eliminate any conflicts we may have. 3) Owner will be responsible for all costs involved with relocation of fire hydrant and any other changes that may be needed. If you have any questions, please call me at 303-424-9661 Sincerely, VALLEY WATER DISTRICT Robert Arnold District Manager RA:ad SEP 06 102 11:21 FR PUBLIC SERVICE-7TH FL303 571 7877 TO 93032352857 P.01i01 Xcel Energyw Siting and Land Rights PUBLIC SERVICE COMPANY 55015th Street, Suite 700 Denver, Colorado 80202-4256 Telephone! 303571.7799 September 3, 2002 Facsimile: 303.571.7877 CITY OF WHEATRIDGE 7500 WEST 29' AVENUE WHEATRIDGE, CO 80003 RE: Rocky Mountain Bottle Company (Mary Austin) Public Service Company of Colorado (PSCo) has determined that a conflict exists with the above captioned project. PSCo has existing easements located within this proposed development. Any crossings designations of open space, proposed landscaping., in or similar activities involving our existing transmission line right-of-way will require PSCo approval. These encroachments must be approved and documented with a license agreement to be executed by the adjacent landowner/developer and PSCo. Enclosed please find an encroachment application packet. Prior to any construction, including any grading, please have the property owner/developer complete the application as instructed and return to Mr. Ed Barella for review at the following address* Public Service Company of Colorado 55015 th Street, Suite 700 Denver, CO 80202-4256 If you have any questions. regarding the enclosed application or the review process, please contact Mr. Barella at 303-425-3874. Sincerely, Kathryn Bauer Contract Right of Way Processor q/(, ~1 ~a~e ~o ~ev~ Sllnc~ U~ TOTAL PRGE.01 Xcel Energys~ Siting and Land Rights PUBLIC SERVICE COMPANY 55015th Street, Suite 700 Denver, Colorado 80202-4256 Telephone: 3 03.571.7 799 Facsimile: 303.571.7877 September 3, 2002 CITY OF WHEATRIDGE 7500 WEST 29T" AVENUE WHEATRIDGE, CO 80003 RE: Rocky Mountain Bottle Company (Mary Austin) Public Service Company of Colorado (PSCo) has determined that a conflict exists with the above captioned project. PSCo has existing easements located within this proposed development. Any crossings, designations of open space, proposed landscaping or similar activities involving our existing transmission line right-of-way will require PSCo approval. These encroachments must be approved and documented with a license agreement to be executed by the adjacent landowner/developer and PSCo. Enclosed please find an encroachment application packet. Prior to any construction, including any grading, please have the property owner/developer complete the application as instructed and return to Mr. Ed Barella for review at the following address: Public Service Company of Colorado 550 15th Street, Suite 700 Denver, CO 80202-4256 If you have any questions. regarding the enclosed application or the review process, please contact Mr. Barella at 303-425-3874. Sincerely, Kathryn Bauer Contract Right of Way Processor ENCROACHMENT APPLICATION INSTRUCTIONS The Applicant for a proposed encroachment on Public Service Company right-of- way must complete the attached form and return it, together with the required sketch (example attached) and any other maps and plans of the proposed encroachment to: Public Service Company of Colorado Siting & Land Rights 55015 th Street, Suite 700 Denver, CO 80202-4256 Attn: Mr. Ed Barella Applications are processed as they are received. Most proposed encroachments require review and approval by Public Service Company engineering and/or operations staff. Typically, review and approval of a proposed encroachment takes 2-4 weeks depending on the type of encroachment and the completeness of the application. Upon approval of the proposed encroachment, Siting & Land rights staff will prepare two copies of a License Agreement, or other encroachment authorization for signature by the Applicant. Public Service Company charges a fee for processing encroachment applications to recover its costs in doing so. The fee is $150.00. This fee is in addition to fees for the use of Public Service Company lands, if any. After execution of the encroachment authorization by the Applicant, both copies should be returned to Public Service Company, together with a check for the application fees and the land use fee (if any) for signature by public Service Company. The proposed encroachment is not authorized until the encroachment authorization is signed by public Service Company. APPLICATION FOR ENCRAOCHMENT ON PUBLIC SERVICE COMPANY RIGHT-OF-WAY 1. Applicant Information: Applicant: Main Contact: Address: Phone: Fax: 2. If Applicant is a business; Applicant's authorized anent: 3. Location of the proposed encroachment: Street Address: Section Township Range County Nearest Street or Road Intersection: 4. Public Service Company Facility: Electric Transmission Gas Pipeline Electric Distribution Overhead Underground Other 5. Describe in detail the proposed encroachment (height, size, materials, use, etc.): 6. Provide a sketch (use the attached form) which shows: a. The location of the proposed encroachment on the right-of-way. b. The edges of the right-of-way or easement. c. The nearest poles, towers or other Public Service Company facilities. d. Tied into a section corner. Attach additional maps or plans as necessary, to fully explain the proposed encroachment. 7. Schedule for the construction/operation of the proposed: 8. Has Utility Notification Center of Colorado (UNCC) 1-800-922-1987 been called to locate facilities? Yes No Date Called 9. Applicant's Signature Date 7500 West 29th Avenue The City of Wheat Ridge, Colorado 80033 Wheat Telephone 303/235-2846 Ridge August 12, 2002 The Wheat Ridge Department of Planning & Development has received a request for approval of an amendment to an existing Planned Industrial Development final development plan at the property described below. Your response to the following questions and any comments on this proposal would be appreciated by August 30, 2002. No response from you by this date will constitute no objections or concerns regarding this proposal. CASE NO: WZ-02-1 I/Rocky Mountain Bottle Company LOCATION: 10619 West 50" Avenue REQUESTED ACTION: Approval of an amendment to a Planned Industrial Development final development plan PURPOSE: Expansion of parking lot to add 154 parking spaces APPROXIMATE AREA: 111,217 sq. ft. (area of construction) Issues for consideration include the following: The adequacy of public facilities or services provided by your agency to serve this development. The availability of service lines to the development. The adequacy of capacities to service the development. Servicing of this proposed development subject to your rules and regulations. Specific easements that are needed on this or any other document. Any comments which would affect approval of this request by your agency. Please reply to: M. Austin Department of Planning & Development Fax: 303/235-2857 DISTRIBUTION: XX Water District (Valley) XX Sanitation District (Clear Creek Valley) XX Fire District (Arvada) XX Adjacent City (Arvada) XX Xcel Energy XX Qwest Communications State Land Use Commission State Geological Survey Colorado Dept. Of Transportation Colorado Div. Of Wildlife Colorado Dept. of Natural Resources Denver Regional Council of Governments Jefferson County Planning Dept. XX Irrigation Ditch Company (Swadley) Completed by: Name, Agency/Department, Date) Jeffco Health Department Jeffco Schools Jeffco Commissioners AT&T Broadband WHEAT RIDGE Post Office WHEAT RIDGE Police Department XX WHEAT RIDGE Public Works Dept. WHEAT RIDGE Park & Rec Commission WHEAT RIDGE Forestry Division WHEAT RIDGE Building Division WHEAT RIDGE Economic Development Urban Drainage and Flood Control Dist. Regional Transportation Dist. Denver Metro Major League Baseball Dist. "The Carnation City" e:\planning\forms\agendaref frm WZ-02-11 I Rocky Mountain Battle o 100 Feet Wmmmmal 10619 W 50th Ave STORM DRAINAGE PLAN FOR PROPOSED PARKING EXPANSION AT THE ROCKY MOUNTAIN BOTTLE COMPANY WHEAT RIDGE, COLORADO Prepared for: Rocky Mountain Bottle Company "1NE Wright Water Engineers, Inc. JULY 2002 751-040.5100 N TABLE OF CONTENTS Paqe 1.0 EXECUTIVE SUMMARY ..............1 2.0 INTRODUCTION ..............2 2.1 Site Location .................2 2.1.1 City, County and Street Grid ..................2 2.1.2 Adjacent Development .................2 2.2 Site Description .................2 2.2.1 Existing Topography, Groundcover, Use, Etc .................2 2.2.2 Existing Drainage Facilities, Major Channels, Flood Hazard Zones and Studies and Irrigation Ditches .................3 2.3 Proposed Project Description .................5 2.4 Flood Hazard and Drainage Studies Relevant to the Site .................5 3.0 HISTORIC DRAINAGE SYSTEM ..............6 3.1 Major Basin .................6 3.1.1 Relationship to Major Basin Channel .................6 3.1.2 Major Basin Drainage Characteristics, Topography, Runoff, Use, Cover, Etc .................6 3.2 Subbasin and Site Drainage .................8 3.2.1 Initial and Major Storms .................8 3.2.2 Off-Site Flows .................8 3.3 Existing Drainage Patterns .................9 3.3.1 Effect of Historic Flows on Adjacent Properties ...............12 4.0 PRO POSED DRAINAGE SYSTEM ............14 4.1 Criteria ...............14 4.1.1 Size of Basin and Subbasins ...............14 4.1.2 Hydrologic Method ...............14 4.1.3 Design Storm Frequency-Initial and Major ...............14 4.2 Runoff ...............15 4.2.1 Developed Flow Rates and Paths ...............16 4.2.2 Effect of Developed Flows on Adjacent Properties ...............16 43 Detention ...............18 4.3.1 Volumes Required and Provided ...............18 4.3.2 Release Rates and Method of Release ...............19 4.3.3 Excess Stormwater Passage ...............19 4.4 Streets ...............19 4.4.1 Depth and Velocity of Flow for Initial and Major Storms ...............19 4.4.2 Storm Drainage Systems ...............20 4.5 Open Channel Flow, Type of Channel, Maximum Depth and Velocity ...............20 4.6 Storm Sewers and Culverts ...............20 5.0 CON CLUSIONS .............23 5.1 Impacts of Improvements ...............23 5.1.1 Benefits ...............23 5.1.2 Adverse Impacts ...............23 5.2 Compliance with Applicable Criteria ...............23 5.2.1 Detention Ponds ...............23 5.2.2 Depth and Velocity of Street Flows ...............24 5.2.3 Channel Flow Depth and Velocity ...............24 5.3 Areas in Flood Hazard Zone ...............24 TABLES 1 Peak Flow Rates and Runoff Values ..................1 2 Existing Conditions Hydrology ..................3 3 Cumulative Precipitation for 5-Year and 100-Year, 2-Hour Events ..................8 4 Flows Onto Rocky Mountain Bottle Company Property From Off Site Areas ..................9 5 Subbasin Characteristics, Existing Conditions ..................9 6 Existing Hydrologic Conditions for 5-Year Event ................11 7 Existing Hydrologic Conditions for 100-Year Event ................12 8 Proposed Hydrologic Conditions for 5-Year, 2-Hour Event ................17 9 Proposed Hydrologic Conditions for 100-year, 2-Hour Event ................18 FIGURE (IN BACK OF REPORT) 1 Location Map APPENDICES (IN BACK OF REPORT) A Hydrologic and Hydraulic Computations B Drainage Plan Sheets (2 Sheets) STORM DRAINAGE PLAN FOR PROPOSED PARKING EXPANSION AT THE ROCKY MOUNTAIN BOTTLE COMPANY WHEAT RIDGE, COLORADO 1.0 EXECUTIVE SUMMARY This Phase II drainage report has been prepared for the proposed parking expansion at the Rocky Mountain Bottle Company (RMBC) in Wheat Ridge, Colorado. The report has been prepared in accordance with City of Wheat Ridge requirements. The proposed project includes conversion of the existing parking lot and adjacent landscaped area to a 2.0-acre parking facility. In addition, this project will relocate the entrance road from West 50'h Avenue by approximately 200 feet to the east. A small amount of fill will be placed in the pond that straddles the property line between the RMBC and the Inland Corporation. Currently, the RMBC and adjacent properties are not served by a drainage outfall system; runoff accumulates along West 50th Avenue, eventually flowing into the Bayou Ditch at the low point in the basin. There are plans for major drainage improvements to create an outfall system for this area; however, the City of Wheat Ridge has indicated that it will not likely occur any time soon. Since there is no outfall system for this area, the City of Wheat Ridge has indicated that there can be no increase in peak flow rate relative to existing conditions. In addition, the volume of runoff discharged to West 50th Avenue cannot increase relative to existing conditions. These requirements will be satisfied by grading the new parking area so that a portion of runoff from the lot is conveyed into the large detention pond immediately east of the expansion (currently this entire area drains directly to West 50th Avenue). This will require installation of a 24-inch concrete pipe beneath the main drive. Water from the on-site ponds will continue to be pumped to the Wadsworth Ditch at a rate of 100 gallons per minute (gpm) per the agreement with the ditch company. Larger events (in excess of the 5-year storm or even less frequent) will result in outflow over the 5-foot weir (up to 7 cubic feet per second [cfs]) in the eastern pond to West 50'h Avenue. Peak flow rates and runoff volumes to West 50'h Avenue for the 5-year, 2- hour event and the 100-year, 2-hour event are summarized in Table 1 below. TABLE 1 Peak Flow Rates and Runoff Volumes 5-Year, 2-Hour Event Existing Proposed Peak flow rate to West 50 Avenue 5.5 cfs 5.5 cfs Volume of runoff to West 50 Avenue 0.2 acre-feet AF 0.2 AF 100-Year, 2-Hour Event Existin Proposed Peak flow rate to West 50 Avenue 20.6 cfs 18.9 cfs Volume of runoff to West 50 Avenue 2.3 AF 2.3 AF The drainage plan presented herein demonstrates that proposed conditions peak flow rates and runoff volumes to West 50th Avenue will be at or below current levels. 751-040.5100 Wright Water Engineers, Inc. Page 1 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridge, Colorado 2.0 INTRODUCTION 2.1 Site Location 2.1.1 City, County and Street Grid The Coors Brewing Company RMBC site is located in the City of Wheat Ridge. It is bounded by West 50`h Avenue to the south, the Burlington Northern Railroad right-of-way immediately south of Ridge Road to the north, Miller Street to the east and the Inland Paperboard and Packaging Company (Inland) to the west. It is located in the SE'/4, Section 16, Range 69 West, Township 3 South of the 6`h PM. The location of the project site is shown on Figure 1. 2.1.2 Adjacent Development Adjacent development is primarily industrial. The site is bounded by roadways to the south and east and a railroad right-of-way to the north. Inland lies to the west on a highly impervious site consisting of paved parking and roadways and a warehouse. 2.2 Site Description 2.2.1 Existing Topography, Groundcover, Use, Etc. The drainage area addressed in this report encompasses 38.6 acres within the Clear Creek watershed. The on-site drainage area is 27.6 acres, with 11.0 acres of additional off-site tributary area. The total site is approximately 80 percent impervious. It is comprised of several industrial- type buildings, parking lots and maintenance areas, with a few small landscaped areas. Site elevation varies from approximately 5,428 feet in the north-central portion to approximately 5,372 feet in the southeast portion, with an average slope of approximately 4 percent. According to the United States Department of Agriculture National Resource Conservation Service, underlying soils are predominantly Nunn clay loam and Nunn urban land complex with low permeability. These soils are classified as hydrologic soil group C. 751-040.5100 Wright Water Engineers, Inc. Page 2 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridge, Colorado 2.2.2 Existing Drainage Facilities, Major Channels, Flood Hazard Zones and Studies and Irrigation Ditches The existing drainage system for the 38.6-acre area consists of a network of corrugated metal pipe (CMP) storm drain lines, ranging in size from 15 inches in diameter to 24 inches in diameter, in the central and southern portions of the site. The storm drains flow to two detention ponds located on the southern portion of the site. These ponds have a combined active capacity of 6.0 AF and are designated as Pond 1 (eastern pond) and Pond 2 (western pond). Table 2 summarizes the hydrology for existing conditions from the 1993 drainage report by Wright Water Engineers, Inc. (WWE).I Because of the two ponds on the RMBC site, the existing discharges from the site are substantially less than the historic discharges (87 cfs for the 100-year event for predevelopment conditions). TABLE 2 Existing Conditions Hydrology Peak Flow Rate 5-Year Event 100-Year Event Peak flow rate (total) 101.8 cfs 218.7 cfs Peak flow to Pond 1 36.9 cfs 77.0 cfs Peak flow to Pond 2 59.4 cfs 128.1 cfs Peak flow directly off site 5.5 cfs 13.6 cfs Runoff Volume for 2-hour Storm Event 5-Year Event 100-Year Event Total runoff volume 3.6 AF 7.5 AF Runoff volume to Pond 1 1.2 AF 2.5 AF Runoff volume to Pond 2 2.2 AF 4.5 AF Runoff volume directly off site 0.2 AF 0.5 AF Ponds 1 and 2 are connected via a level control structure. Flow from Pond 2 to Pond 1 is via gravity, and the elevation at which flow begins is governed by the invert of the pipe connecting the two ponds. Outflow from the two ponds is controlled by a 5-foot broad-crested concrete weir ' Wright Water Engineers, Inc. 1993. Stormwater Management Drainage Plan far Proposed Expansion at Coors Brewing Company Glass Operations. 751-040.5100 Wright Water Engineers, Inc. Page 3 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridge, Colorado that is located in Pond 1. This weir discharges to the West 501' Avenue gutter, where it flows eastward, then south along Miller Street before discharging into a ditch (the Bayou Ditch, the low point in this portion of the basin) and passing under Miller Street. The structure regulating flows from Pond 2 to Pond 1 can be adjusted to create a maximum of 3.6 AF of retention storage in Pond 2. In addition, 1.6 AF of retention storage are available in Pond 1 between the normal pool water surface elevation and the crest of the weir. Therefore, Ponds 1 and 2 can completely contain (i.e., no outflow to West 50a' Avenue from ponds) 5.2 AF. Note: the effective detention volume of the two ponds is 6.1 AF, which is comprised of 5.2 AF of retention storage (no outflow) and 0.9 AF of active storage (surcharge and release). For the 5-year event, there is no discharge from the ponds to West 50`h Avenue, so the peak flow from the RMBC site (including runoff from off-site areas that drains through the site) is limited to the 5.2 cfs that drain directly off site (see Table 2). The volume of runoff that flows directly off site for the 5-year, 2-hour event is 0.2 AF. For the 100-year event, Pond 1 will discharge 7 cfs in addition to the 13.6 efs flowing directly off site for a total discharge of 20.6 cfs. The volume of runoff discharged to the West 50"' Avenue gutter for the 100-year, 2-hour event is 2.3 AF (1.8 AF released from Pond 1 via the 5-foot weir and 0.5 AF from off site). The project is in a zone designated as an area of minimal flooding (Zone C on the Flood Insurance Rate Map [FIRM] for the City of Wheat Ridge, Colorado, Jefferson County, Community Panel Number 085079 0005 C, Map Revised: February 4, 1988). Another hydrologic feature of the project site is the Wadsworth Ditch, which travels from west to east in the south-central portion of the site. The ditch is enclosed through the RMBC property, and the only discharge to the ditch from the RMBC site is a pumped discharge of 100 gpm of treated stormwater from Pond 1. WWE contacted Randy Weber of the Wadsworth Ditch Company (303-424-6214) to notify him of the proposed project.- WWE indicated that the Wadsworth Ditch passes through the RMBC site in a covered conduit and that the work associated with this project will not interfere with ditch operations. Mr. Weber did not have any 751-040.5100 Wright Water Engineers, Inc. Page 4 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridae. Colorado objections to the proposed project. WWE also confirmed the existing agreement to allow a 100- gpm pumped discharge from the RMBC ponds to the ditch. 2.3 Proposed Project Description The proposed project includes conversion of the existing parking lot and adjacent landscaped area to a 2.0-acre parking facility. In addition, this project will relocate the entrance road from West 50`' Avenue approximately 200 feet to the east. The capacities of Pond 1 and Pond 2 will not be affected by the parking area or entrance road relocation. Some fill will be placed in the small pond that lies west of the existing parking area (partially on RMBC property) for construction of the parking area. The extent of the filling will be limited to the portion of the pond on the RMBC property. This pond currently does not serve a drainage function for RMBC or Inland, and receives runoff only from the highly pervious area immediately adjacent to the pond. The United States Army Corps of Engineers (USACE) has determined that this pond is not a jurisdictional wetland and that a Section 404 permit is not required for the proposed fill. 2.4 Flood Hazard and Drainage Studies Relevant to the Site Two drainage reports exist that address the basin in which the project is located. These reports were used as the basis for developing the current study: • Muller Engineering Company, Inc. 1994. Outfall Systems Planning: Columbine Basin. • Wright Water Engineers, Inc. 1993. Stormwater Management Drainage Plan for Proposed Expansion at Coors Brewing Company Glass Operations. In addition, W WE reviewed the FIRM for the City of Wheat Ridge, Colorado, Jefferson County (Community Panel Number 085079 0005 C, Map Revised: February 4, 1988) to examine potential flood hazards. 751-040.5100 Wright Water Engineers, Inc. Page 5 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridqe, Colorado 3.0 HISTORIC DRAINAGE SYSTEM 3.1 Major Basin 3.1.1 Relationship to Major Basin Channel The major basin channel associated with this project is Clear Creek. The project site is located in the Columbine Basin, which drains to portions of the City of Arvada, City of Wheat Ridge and Jefferson County just north of Interstates 70 and 76 and south of West 58th Avenue to Clear Creek. The RMBC project is located in a portion of the basin that is not served by a major outfall system; the site is somewhat isolated from Clear Creek. For storm events that do not exceed the capacities of the two ponds, collected runoff is pumped to the Wadsworth Ditch. For larger events, when there is outflow over the weir in Pond 1, water flows down the West 50th Avenue gutter to Miller Street where it flows into the Bayou Ditch at a low point in the landscape. Portions of the Columbine Basin have been drainage problems for the City of Wheat Ridge for many years, since no outfall is available. The Outfall Systems Planning: Columbine Basin report (Muller Engineering Company, Inc. 1994) calls for extension of major drainageways in the Columbine Basin to serve these areas; however, according to the City of Wheat Ridge, the timing of these improvements has not yet been determined. 3.1.2 Major Basin Drainage Characteristics, Topography, Runoff, Use, Cover, Etc. The Columbine Basin is a relatively long, narrow watershed, draining in an easterly direction from Eldridge Street to a point west of Sheridan Boulevard where runoff enters Clear Creek. Approximately two-thirds of the 4.5-square-mile basin is currently developed into residential, commercial and industrial uses. The portion of the Columbine Basin that is relevant to this project is shown in Figure 1. 751-040.5100 Wright Water Engineers, Inc. Page 6 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridge, Colorado Existing Drainage Patterns The Columbine Basin lies within the natural watershed of Clear Creek. A natural ridgeline or bluff forms the watershed's boundary on the north side of the basin, along the Swadley and Wadsworth Ditches. Flat slopes and areas of poor drainage characterize the low area south of the bluff. Interstate 70, located south of the low area, and the Burlington Northern (formerly Colorado and Southern) Railroad, located south of the bluff, obstruct the drainage patterns within the watershed. Runoff north of the railroad and west of Kipling Street tends to flow east on the north side of the railroad until Kipling Street, where the flow is conveyed south to the main drainage route along an electric transmission line right-of-way owned by the Public Service Company of Colorado. Besides the low, poorly drained areas that are found in the watershed, nine existing ponds, formed during gravel mining operations, store and attenuate peak stormwater flows. Runoff in the watershed is also intercepted by a series of irrigation ditches that flow generally from southwest to northeast. The lack of stormwater separation facilities and the location of the main ditch (the Bayou Ditch) in the lowest point in the basin, lead to commingling of irrigation and storm flows. History of Drainage Problems According to the Outfall Systems Planning: Columbine Basin report, the Columbine Basin lacks the necessary drainage facilities required to conform to the drainage requirements of the local governmental agencies' (City of Arvada, City of Wheat Ridge and Jefferson County) criteria. The low-lying area along the Columbine Basin's major drainageway and its tributaries west of Wadsworth do not include any stormwater conveyance facilities. Runoff from a major storm could cause flooding damage to properties and structures adjacent to the major drainageway and its tributaries. In addition, localized drainage problems exist within the watershed. 751-040.5100 Wright Water Engineers, Inc. Page 7 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridqe, Colorado 3.2 Subbasin and Site Drainage 3.2.1 Initial and Major Storms Initial and major storm events were determined per Urban Drainage and Flood Control District (UDFCD) criteria. For the initial event, a 5-year recurrence interval was selected. This is consistent with the original drainage plan for the RMBC site and subsequent amendments through 1993. Rainfall intensity for a 2-hour event was determined based on a 5-year, 1-hour point precipitation of 1.45 inches. For the major event, a 100-year, 1-hour point precipitation value of 2.65 inches was translated into a 2-hour event. Cumulative precipitation distributions are summarized in Table 3. These events are consistent with the design rainfall events used in the Stormwater Management Drainage Plan for Proposed Expansion at Coors Brewing Company Glass Operations prepared by WWE in April 1993. TABLE 3 Cumulative Precipitation for 5-Year and 100-Year, 2-Hour Events Time (min) Initial Storm: 5-year, 2-Hour Cumulative Precipitation (in) Major Storm: 100-Year, 2-Hour Cumulative Precipitation (in) 0 0.00 0.00 5 0.42 0.77 10 0.65 1.19 15 0.83 1.51 30 1.15 2.09 60 1.45 2.65 120 1.68 2.96 3.2.2 Off-Site Flows The RMBC site receives off-site runoff from the Inland property to the west. Tributary areas are shown on Drawing 1 (in Appendix B) and include Subbasin 11 (2.9 acres, 100 percent impervious) and Subbasin 12 (4.8 acres, 100 percent impervious). The RMBC property also receives runoff from off-site areas to the northeast. These areas include Subbasin 9 (2.6 acres, 751-040.5100 Wright Water Engineers, Inc. Page 8 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridqe, Colorado 100 percent impervious) and Subbasin 10 (0.7 acres, 100 percent impervious). Off-site flow rates and runoff volumes are summarized in Table 4. TABLE 4 Flows Onto Rocky Mountain Bottle Company Property From Off-Site Areas Subbasin ID 5-Year Peak Flow 5-Year, 2-Hour Runoff Volume 100-Year Peak Flow 100-Year, 2-Hour Runoff Volume Tributary To 9 11.0 cfs 0.3 AF 21.0 cfs 0.6 AF Pond 1 10 2.9 cfs 0.1 AF 5.5 cfs 0.2 AF Pond 1 11 12.3 cfs 0.4 AF 23.5 cfs 0.6 AF Pond 2 12 13.6 cfs 0.6 AF 26.1 cfs 1.1 AF Pond 2 3.3 Existing Drainage Patterns Existing hydrologic conditions, including a description of the drainage system, points of discharge, etc. is included in Section 2.2.1. Drawing 1 illustrates subbasins, including off-site areas. Table 5 summarizes subbasin characteristics. TABLE 5 Subbasin Characteristics, Existing Conditions Subbasin ID Total (acres) Pervious (acres) Impervious (acres) Tributary To On Site or Off Site 1&7 6.00 3.00 3.00 Pond 2 On site 2A 2.90 0.00 2.90 Pond 2 On site 2B 3.30 0.80 2.50 Pond 1 On site 3A 1.80 0.40 1.40 Pond 1 On site 36 2.10 0.00 2.10 Pond 1 On site 4 3.30 3.10 0.20 Pond 2 On site 5 2.00 1.40 0.60 Pond 1 On site 6 1.60 1.30 0.30 Off site On site 9 2.60 0.00 2.60 Pond 1 Off site 10 0.70 0.00 0.70 Pond 1 Off site 11 2.90 0.00 2.90 Pond 2 Off site 12 4.80 0.00 4.80 Pond 2 Off site 13 1.20 0.10 1.10 Off site On site 14 3.40 0.00 3.40 Pond 2 On site Pond 1 12.50 2.60 9.90 Pond 2 23.30 6.10 17.20 Off site 2.80 1.40 1.40 TOTAL 38.60 10.10 28.50. 1 Pond 1 surface area = 1.10 acres included. " Pond 2 surface area = 0.83 acres included. 751-040.5100 Wright Water Engineers, Inc. Page 9 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridge, Colorado The runoff coefficients for the 5-year event for existing conditions were calculated using C5 = 0.15 for undeveloped areas, C5 = 0.88 for streets and C5 = 0.85 for roofs. Table 6 summarizes rational method calculations for existing conditions for the 5-year event. Subbasins correspond to those shown in Drawing 1. The complete calculations for this event (and all others contained in this report), including time of concentration calculations for all subbasins, are included in Appendix A. For the 100-year event, runoff coefficients for existing conditions were calculated using CIoo = 0.50 for undeveloped areas, Ctoo = 0.93 for streets and Cloo = 0.90 for roofs. Table 7 summarizes rational method calculations for existing conditions for the 100-year event. Subbasins correspond to those shown on Drawing 1. For events up to and exceeding the 5-year, 2-hour storm, discharges from the site are limited to areas draining directly off site (Subbasins 6 and 13). Water captured in Ponds 1 and 2 is pumped to the Wadsworth Ditch at a rate of 100 gpm per an agreement with the ditch company. Flows from Subbasins 6 and 13 drain to the West 501h Avenue gutter, then on to Miller Street and the Bayou Ditch at a low point in the landscape. For larger events, when there is outflow over the weir in Pond 1, water flows down the West 50`h Avenue gutter to Miller Street, where it flows into the Bayou Ditch at a low point in the landscape. 751-040.5100 Wright Water Engineers, Inc. Page 10 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridge, Colorado TABLE 6 Existing Hydrologic Conditions for 5-Year Event Subbasin ID Area (acres) Runoff Coefficient (CS) Rainfall Intensity (In/hr) Peak Flow QS (cfs) Volume (2-Hour Event) Vs (AF) 1&7 6.0 0.51 3.21 9.8 0.4 2A 2.9 0.86 4.20 10.5 0.4 2B 3.3 0.70 3.38 7.9 0.3 3A 1.8 0.69 4.17 5.1 0.2 3B 2.1 0.86 3.89 7.1 0.3 4* 3.3 0.19 4.47 2.8 0.1 5* 2.0 0.36 4.42 3.0 0.1 6 1.6 0.29 3.71 1.7 0.1 9 2.6 0.86 4.92 11.0 0.3 10 0.7 0.86 4.79 2.9 0.1 11 2.9 0.86 4.92 12.3 0.4 12 4.8 0.86 3.30 13.6 0.6 13 1.2 0.83 3.78 3.8 0.1 14 3.4 0.86 3.57 10.4 0.4 Pond 1 12.5 0.71 36.9 1.2 Pond 2 23.3 0.67 59.4 2.2 Off site 2.8 0.52 5.5 0.2 TOTAL 38.6 101.8 3.6 * Pond 1 surface area = 1.10 acres included. Pond 2 surface area = 0.83 acres included. 751-040.5100 Wright Water Engineers, Inc. Page 11 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridge, Colorado TABLE 7 Existing Hydrologic Conditions for 100-Year Event Subbasin ID Area (acres) Runoff Coefficient (C1oo) Rainfall Intensity (In/hr) Peak Flow Q1uu (cfs) Volume (2 Hour Event) V,Qo (AF 1&7 6.0 0.70 5.87 24.7 1.0 2A 2.9 0.90 7.68 20.0 0.6 2B 3.3 0.81 6.17 16.6 0.7 3A 1.8 0.80 7.62 10.8 0.4 3B 2.1 0.90 7.11 13.5 0.5 4' 3.3 0.52 8.16 14.0 0.4 5' 2.0 0.62 8.08 9.6 0.3 6 1.6 0.58 6.78 6.3 0.2 9 2.6 0.90 8.99 21.0 0.6 10 0.7 0.90 8.75 5.5 0.2 11 2.9 0.90 8.99 23.5 0.6 12 4.8 0.90 6.03 26.1 1.1 13 a_2-- 0.88_ 6.91 7.3 0.3 14 3.4 0.90 6.52 20.0 0.8 Pond 1 12.5 0.82 77.0 2.5 Pond 2 213 0.79 128.1 4.5 Off site 2.8 0.71 13.6 0.5 TOTAL 38.6 218.7 7.5 " Pond 1 surface area = 1.10 acres included. " Pond 2 surface area = 0.83 acres included. 3.3.1 Effect of Historic Flows on Adjacent Properties In the Stormwater Management Drainage Plan for Proposed Expansion at Coors Brewing Company Glass Operation, the historic discharge from the project site to West 50`h Avenue was 87 cfs for the 100-year event. Due to the lack of an outfall system for the area, these historic flows would cause flooding along West 50`h Avenue and low-lying areas to the southeast. Historic records of damage to adjacent properties were not available. 751-040.5100 Wright Water Engineers, Inc. Page 12 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridge, Colorado Currently, the detention provided by the two ponds on the project site limits discharges to 20.6 cfs for the 100-year event (including pond discharges and areas draining directly off site). This is substantially less than the historic, pre-development peak flow rate of 87 cfs for the 100-year event. For the 5-year event, the existing peak flow rate from the site is 5.5 cfs and is comprised solely of runoff from areas downgradient of the ponds. The ponds completely capture runoff from the remainder of the site, which runoff is subsequently pumped to the Wadsworth Ditch at a rate of 100 gpm, per an agreement with the ditch company. 751-040.5100 Wright Water Engineers, Inc. Page 13 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridge, Colorado 4.0 PROPOSED DRAINAGE SYSTEM 4.1 Criteria All new drainage design is performed in accordance with the June 2001 edition of the UDFCD Urban Storm Drainage Criteria Manual (Manual). Current conditions (as described in the 1993 report and summarized above) were determined according to UDFCD's criteria. Drawing 2 (in Appendix B) shows the proposed drainage plan for the RMBC site. 4.1.1 Size of Basin and Subbasins The basin addressed in this drainage report is comprised of 38.6 acres (including a pond surface area of 1.9 acres). The size of the basin was determined based on topography from the United States Geological Survey topographical mapping and site survey data. The project site and contributing off-site areas were divided into 14 subbasins ranging in size from 0.7 to 6.0 acres. The subbasins used in this drainage plan were, for the most part, the same as those used in the 1993 drainage report and previous drainage plans and amendments. The only modification to basin sizes and delineations was a slight enlargement of Subbasin 6 with a corresponding slight reduction in the size of Subbasin 4. The enlargement of Subbasin 6 was necessary because of the increase in the size of the parking area and relocation of the entranceway in that subbasin. Since a portion of Subbasin 6 will be diverted to Pond 2 (as described below), this subbasin was further subdivided into Subbasins 6a and 6b. 4.1.2 Hydrologic Method Given the sizes of the basin and subbasins, the rational method was selected as the hydrologic method. This is consistent with the guidelines in Table RO-1 in Chapter 5 of the Manual. 4.1.3 Design Storm Frequency-Initial and Major The design storm for the initial event is the 5-year storm. For the 100-year event, the design storm is the 100-year event. This is consistent with previous drainage plans and amendments, 751-040.5100 Wright Water Engineers, Inc. Page 14 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridge, Colorado including the 1993 drainage plan prepared by WWE. These design storm frequencies also meet the criteria in the Manual. For runoff volume computations, a rainfall duration of 2 hours was used. 4.2 Runoff The drainage strategy for the RMBC site is to use Pond 2 to provide detention for the additional runoff generated by the parking area expansion. Runoff from the upper portion of the parking area and drive (denoted Subbasin 6a in Drawing 2) will be collected and conveyed to Pond 2. The remainder of the parking area and drive (Subbasin 6b in Drawing 2) will continue to drain to West 501h Avenue. Note: drainage calculations for all improvements are included in Appendix A. Drainage improvements will include: • Type R inlet with a 15-foot opening for the upper portion of the parking area. • Fifty feet of 24-inch-diameter reinforced concrete pipe to convey runoff from the upper parking area inlet, beneath the drive into Pond 2. • Twenty-foot curb cut along the east side of the main drive for runoff from the drive and areas above the drive that is not captured by the storm sewer system. • Twenty-one-foot curb cut north of Pond 2 will be installed along the drive to allow water that overwhelms the storm sewer inlet capacity to flow overland into Pond 2. • The storm sewer inlet north of the Miller Street entrance will be relocated to the south of the entrance. This inlet will receive slightly more runoff from Miller Street (0.05 AF), which will result in a decreased discharge from Miller Street to West 50`h Avenue. The new inlet will be a 15-foot-long Type R inlet (the existing inlet is the same size and type). • Sixty-five feet of 1.5-foot CMP will convey runoff to Pond 1 from the inlet south of the Miller Street entrance. 751-040.5100 Wright Water Engineers, Inc. Page 15 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridae. Colorado • The channel that conveys runoff from the existing parking area to West 501h Avenue will be improved as part of construction of the new lot. As calculations in Appendix A indicate, a V-shaped concrete swale with side slopes of 10:1, a longitudinal slope of 1 percent and a top width of 8 feet will meet UDFCD's criteria. The length of the channel will be 40 feet. All outfalls will be protected with riprap to guard against erosion. These improvements are shown on Drawing 2. 4.2.1 Developed Flow Rates and Paths Developed flow rates are presented in Tables 8 and 9 for the 5- and 100-year events, respectively. Flow paths will remain the same as in the 1993 drainage plan with the exception of Subbasins 6a and 6b. Developed flow rates and paths are shown on Drawing 2. 4.2.2 Effect of Developed Flows on Adjacent Properties Adjacent property will not be adversely affected by the proposed improvements from a'drainage standpoint. The peak flow rate and volume of runoff from the site for the 5-year and 100-year, 2- hour events will be maintained at existing levels. The western portion of the parking area will encroach on the pond that straddles the property line between the RMBC and Inland and, as a result, the storage capacity of this pond will decrease. Encroachments will be limited to the portion of the pond on the RMBC property. The reduction in storage capacity will not adversely affect Inland, since the pond currently is not a part of the Inland or RMBC's drainage system; the pond receives runoff only from the pervious area immediately surrounding the pond. WWE has confirmed with the USACE that a Section 404 permit is not required for this fill, and the RMBC has consulted with Inland to assure that filling this portion of the pond is acceptable to them; Inland has no objections. 751-040.5100 Wright Water Engineers, Inc. Page 16 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridge, Colorado TABLE 8 Proposed Hydrologic Conditions for 5-Year, 2-Hour Event Subbasin ID Area (acres Runoff Coefficient CS Rainfall Intensity (in/hr) Peak Flow Q5 (cfs) Volume (AF) 1&7 6.0 0.51 3.21 9.8 0.4 2A 2.9 0.86 4.19 10.5 0.4 2B 3.3 0.70 3.40 7.9 0.3 3A 1.8 0.69 4.08 5.1 0.2 3B 2.1 0.86 3.91 7.1 0.3 4* 2.7 0.19 4.47 2.3 0.1 5.* 2.0 0.36 4.22 3.0 0.1 6A 1.7 0.87 3.71 5.4 0.2 6B 0.7 0.87 3.71 2.3 0.1 9 2.6 0.86 4.92 11.0 0.3 10 0.7 0.86 4.79 2.9 0.1 11 2.9 0.86 4.92 12.3 0.4 12 4.8 0.86 3.30 13.6 0.6 13 1.0 0.83 3.78 3.2 0.1 14 3.4 0.86 3.57 10.4 0.4 Pond 1 12.5 0.71 36.9 1.2 Pond 2 24.4 0.70 64.3 2.4 Off site 1.7 0.85 5.5 0.2 TOTAL 38.6 106.7 3.8 * Pond 1 surface area = 1.10 acres included. Pond 2 surface area = 0.83 acres included. 751-040.5100 Wright Water Engineers, Inc. Page 17 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridge, Colorado TABLE 9 Proposed Hydrologic Conditions for 100-Year, 2-Hour Event Subbasin ID Area (acres) Runoff Coefficient C1uo Rainfall Intensity (in/hr) Peak Flow O1oo (cfs) Volume (AF) 1&7 6.0 0.70 5.87 24.7 1.0 2A 2.9 0.90 7.66 20.0 0.6 28 3.3 0.81 6.21 16.6 0.7 3A 1.8 0.80 7.46 10.8 0.4 36 2.1 0.90 7.14 13.5 0.5 4* 2.7 0.52 8.16 11.5 0.3 5** 2.0 0.62 7.72 9.6 0.3 6A 1.7 0.89 8.99 13.3 0.4 6B 0.7 0.89 8.99 5.7 0.2 9 2.6 0.90 8.99 21.0 0.6 10 0.7 0.90 8.75 5.5 0.2 11 2.9 0.90 8.99 23.5 0.6 12 4.8 0.90 6.03 26.1 1.1 13 1.0 0.88 6.91 6.1 0.2 14 3.4 0.90 6.52 20.0 0.8 Pond 1 12.5 0.82 77.0 2.5 Pond 2 24.4 0.81 139.0 4.8 Off site 1.7 0.88 11.9 0.4 TOTAL 38.6 227.8 7.7 * Pond 1 surface area = 1.10 acres included. Pond 2 surface area = 0.83 acres included. 4.3 Detention 4.3.1 Volumes Required and Provided The City of Wheat Ridge has indicated that there can be no increase in the volume of runoff leaving the site. Ponds 1 and 2 can completely contain (i.e., no outflow to West 50`h Avenue from ponds) 5.15 AF. For existing conditions for the 5-year, 2-hour event, 0.2 AF of runoff flows directly off site; for the 100-year, 2-hour event, 2.0 AF of runoff flows to West 50`h Avenue (0.5 AF directly off site and 1.5 AF via the Pond 1 weir). For proposed conditions, the 751-040.5100 Wright Water Engineers, Inc. Page 18 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridge, Colorado volume of runoff directly off site will remain at 0.2 AF, and there will be no discharge from the Pond 1 weir. For the 100-year, 2-hour event for proposed conditions, the volume of runoff to West 50th Avenue will remain at 2.0 AF (0.4 AF directly off site and 1.6 AF from the Pond 1 weir). The additional 0.3 AF that will run into Pond 2 under proposed conditions will be managed by raising the invert elevation of the gravity drain line from Pond 2 to Pond 1 by 4 inches to provide additional storage. Survey data collected in 2002 indicates that the surrounding topography will allow this rise without overtopping of the banks. 4.3.2 Release Rates and Method of Release The City of Wheat Ridge has indicated that there can be no increase in the peak flow rate of runoff leaving the site. For existing conditions, the peak flow rate off site for the 5-year event is 5.5 cfs; for the 100-year event, the peak flow off site is 21.6 cfs (13.6 cfs directly off site plus 7 cfs from the Pond 1 weir). For proposed conditions, the peak flow rate off site will be 5.5 cfs for the 5-year event and 18.9 cfs for the 100-year event (11.9 cfs directly off site plus 7 cfs from the Pond I weir). Therefore, for the proposed conditions, peak flow rates will be at or below existing levels. 4.3.3 Excess Stormwater Passage Stormwater from Subbasin 6b in excess of the 100-year event will flow off site to West 50th Avenue via the curb cut for the main drive. Runoff from the other subbasins exceeding the capacities of Ponds 1 and 2 will pass over the outlet weir in Pond 1 and on to West 50th Avenue. 4.4 Streets 4.4.1 Depth and Velocity of Flow for Initial and Major Storms Drainage to the West 50th Avenue and Miller Street drainage systems will not change because of the proposed development, since peak flow rates and runoff volumes leaving the site will remain at or below existing levels. 751-040.5100 Wright Water Engineers, Inc. Page 19 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridae. Colorado 4.4.2 Storm Drainage Systems Street storm drainage systems will not be impacted by the proposed modifications, since peak flow rates and runoff volumes leaving the site will not change. 4.5 Open Channel Flow, Type of Channel, Maximum Depth and Velocity The only open channel flow associated with this project is the concrete channel from the lower parking lot to West 50'h Avenue. This channel will have a V-shaped cross section. The 100-year peak flow rate of 5.7 cfs for this portion of Subbasin 6 was used as the design flow rate. Design constraints include limiting velocities to less than 3 feet per second (fps) for the 2-year event, maintaining side slopes no steeper than 5:1 (H:V) and limiting flow depth to less than 1 foot. Calculations indicate that these criteria can be met using a V-shaped concrete Swale with side slopes of 10:1 and a longitudinal slope of 1 percent. We recommend a top width of 8 feet. This swale will convey the 2.1 cfs 2-year peak flow rate at a depth of 0.27 foot and at a velocity of 2.97 fps. For the 100-year peak flow rate of 5.7 cfs, water in the Swale will flow at a depth of 0.39 foot and at a velocity of 3.82 fps. 4.6 Storm Sewers and Culverts Storm sewers, culverts and appurtenances associated with this project include: 1. Type R inlet from Subbasin 6 into Pond No. 2: Sizing for this structure was based on a Type R inlet operating under sump conditions with a maximum head of 0.5 foot. The 100-year peak flow rate of 13.3 cfs was used as the design flow rate for this inlet. Calculations indicate that an opening length of 15 feet will provide the necessary inlet capacity for an inlet height of 6 inches. 2. Culvert beneath main drive: HY8 was applied to size the culvert that conveys runoff beneath the main drive. The peak flow rate for the 100-year event of 13.3 cfs was used for design. A tailwater elevation of 5,381.20 feet was modeled; this is the maximum water surface elevation in Pond 2 for the 100-year, 2-hour rainfall event. We recommend 751-040.5100 Wright Water Engineers, Inc. Page 20 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridoe. Colorado a 50-foot section of 2-foot-diameter reinforced concrete pipe with an inlet invert of 5,380.50 feet and an outlet invert of 5,380.00 feet. We recommend concrete pipe rather than corrugated metal because it is our understanding that there will be a limited amount of cover above the pipe as it passes beneath the drive. For the 100-year peak flow rate, the maximum headwater elevation will be 5,382.55 feet, which will keep water from backing up into the parking lot. Riprap will be required on the bank where this culvert discharges into Pond 2. 3. Curb cut at low point in main drive: Since storm sewer inlets were eliminated in Subbasin 14 as a result of the bulk glass addition, runoff from this subbasin currently bypasses Pond 2 and flows directly down the drive. With the proposed grading, it will be possible to direct this runoff to Pond 2, as called for in the 1993 drainage plan for the site. This can he accomplished by making a curb cut on the east side of the main drive. Assuming broad-crested weir flow conditions and a curb height of 6 inches, a curb cut of 20 feet will be necessary to convey the 100-year peak flow rate of 21.1 cfs from Subbasin 14. Riprap will be required on the bank section of Pond 2 where the curb cut discharges. 4. Curb cut below Subbasin 2a: The peak flow rate for this location for the 100-year event is 21.6 cfs, and, therefore, sizing is very similar to the curb cut along the main drive. Assuming broad-crested weir flow conditions and a curb height of 6 inches, a curb cut of 21 feet will be necessary to convey flow into Pond 2. 5. Relocation of culvert to south side of Miller Street entrance (Subbasin 3a): In the 1993 drainage report, a peak flow rate for the 100-year event for the inlet and storm sewer for Subbasin 3a was 11:.7 cfs. Since the inlet and storm sewer will be moved to the south side of the entrance, the drainage area tributary to this inlet will increase slightly. Our calculations indicate that approximately 0.05 acre of additional impervious area will drain to the inlet. This results in an increase in the 100-year peak flow rate to 12.0 cfs and an increase in the runoff volume for the 100-year, 2-hour event of 0.01 AF (resulting in a 751-040.5100 Wright Water Engineers, Inc. Page 21 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridge, Colorado rise in the peak water surface in Pond 2 of only slightly more than 0.1 inch for the 100- year, 2-hour event). A 15-foot-long Type R inlet will accept the peak flow rate of 12.0 cfs with a maximum head of less than 0.5 foot. To convey flow from the inlet to Pond 1, approximately 65 feet of 1.5-foot-diameter CMP will be required. Calculations were performed based on an inlet invert of 5,382.00 feet (with a ground surface elevation of 5,385.00 feet). An outlet invert of 5,378.00 feet will avoid tailwater effects even during the 100-year, 2-hour event and will result in a slope of about 6 percent, which is consistent with the range of slopes for other storm sewer lines on the site. 751-040.5100 Wright Water Engineers, Inc. Page 22 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridge, Colorado 5.0 CONCLUSIONS 5.1 Impacts of Improvements 5.1.1 Benefits The proposed improvements will allow the RMBC to provide better and safer parking for employees while also improving the site's drainage. For the proposed improvements, more runoff will pass through detention facilities than currently does. The drainage patterns for the RMBC site will not create additional adverse impacts on the West 50`h Avenue system or downgradient drainageways, nor will they adversely affect adjacent properties. The peak rate of runoff leaving the RMBC site for proposed conditions will be at or below current levels for the 5-year and 100-year events, and the volume of runoff from the 5-year and 100-year, 2-hour events will remain at or below existing levels. 5.1.2 Adverse Impacts No adverse impacts are anticipated as a result of the proposed improvements. 5.2 Compliance with Applicable Criteria 5.2.1 Detention Ponds The designs of the detention ponds in this drainage plan go beyond the requirements of the UDFCD and the City of Wheat Ridge. The 5-year, 2-hour event is completely retained and the 100-year, 2-hour peak runoff rate and volume are reduced far below historic conditions and the UDFCD's allowable release rate for the site (1 cfs/acre). This is necessary because there is currently no major drainage outfall system for the area. 751-040.5100 Wright Water Engineers, Inc. Page 23 July 2002 Storm Drainage Plan for Proposed Parking Expansion at the Rocky Mountain Bottle Company Wheat Ridge, Colorado 5.2.2 Depth and Velocity of Street Flows The depth and velocity of street flows will remain unchanged since discharges (peak rates and volumes) will be maintained at or below existing levels. 5.2.3 Channel Flow Depth and Velocity The concrete channel complies with UDFCD's criteria for flow depth and velocity. 5.3 Areas in Flood Hazard Zone There are no areas associated with this project within a flood hazard zone. C: 751-04015100tloQteport 7-2002.doc 751-040.5100 Wright Water Engineers, Inc. Page 24 July 2002 FIGURE } Z Q a 00) UZ 00 ZH W W r cc a ~m0 'O¢ ~OJ V5 0 0 W O M Uo N o n ~ o r w o =L~1 n 10 Z LLJ z cr, a U U O' M O 0) O J ?0 M O N YYYQ p N O Z Y 3 W w l 2 Q U ~ U O N Ua Z O -o cc w W~ W~ Z_ cn C7 Z • r- W w > N c Q O F= 000 O r r N U I O = 3 W 0o>M . (7) z 'It LIJ Nav APPENDIX A Hydrologic and Hydraulic Computations Table 1. Time of Concentration Calculations for Existing Conditions BASIN NUMBER CS RUNOFF COEFFICIENT FOR 5-YEAR EVENT Li INITIAL FLOW LENGTH Si INITIALSLOPE Ti INITIALCONCENTRATION TIME Lt LENGTH OF CONVEYANCE St SLOPE OF CONVEYANCE v VELOCITY Tt TRAVEL TIME IN CONVEYANCE Time of Concentration Tc CALCULATED TIME OF CONCENTRATION VALUE TO USE (PER UDFCD) Rainfall Intensity Corresponding to To 100-YR 5-YR ft % min ft °h ft/sec min min min in/hr in/hr (1) 187 (2) 0.51 3 300 4 0.025 5 13.6 6 750- 7 0-.005 8 1.5 9 8.3 10 22.0 11 15.8 12 5.87 13 3.21 2A 0.86 200 0.020 4.9 400 0.007 1.9 3.5 8.4 8.4 7.66 4.19 2B 0.70 300 0.025 9.2 570 0.010 2.0 4.8 14.0 14.0 6.21 3.40 3A 0.69 300 0.055 7.3 480 0.055 4.7 1.7 9.0 - 9.0 7.46 4.08 3B 0.86 100 0.005 5.4 420 0.005 1.5 4.7 10.1 10.1 7.14 3.91 4 0.19 150 0.250 7.0 We n/a n/a nta 7.0 7.0 8.16 4.47 5 0.36 200 0.140 7.9 100 0.070 5.4 03 8.2 8-2 7.72 4.22 6 OFF-SITE 0.29 300 0.120 11.2 40 0.014 2.2 0.3 ?;.b 11.5 6.78 3.71 9 0.86 100 0.071 2.3 550 0.047 4.2 2.2 4.5 5.0 8.99 4.92 10 0.86 100 0.023 3.3 400 0.023 3.0 2.2 5.5 5.5 8.75 4.79 11 0.86 100 0.260 1.5 300 0.010 2.0 2.5 4.0 5.0 8.99 4.92 12 0.86 300 0.003 11.2 450 0.009 2.0 3.8 14.9 14.9 6.03 3.30 13 OFF-SITE 14 0.83 0.86 50 300 0.010 0.003 3.4 11.2 900 300 0.010 0.032 2.0 3.6 7.5 1.4 10.9 12.6 10.9 12.6 6.91 6.52 3.78 3.57 (1) DASIN DELINEATION SHEET (2) FROM TABLE RO3 AND EQUATIONS RO-6 AND RO-7 OF UDFCD MANUAL (RUNOFF CHAPTER) (3) OVERLAND FLOW LENGTH (4) OVERLAND FLOW SLOPE (5) ~.395•(1.1-C5)SQRT(U)/Si-0.33(EQUATION RO3 OF UDFCD MANUAL) (6) GUTTER FLOW LENGTH (7) GUTTER FLOW SLOPE (8) GUTTER FLOW VELOCITY FROM 1993 REPORT (9) TRAVEL TIME =LV601V (10) TIME OF CONCENTRATION =Ti+Tt (11) GREATER OF CALCULATED TC OR 5 MINUTES (12) 100-YR RAINFALL INTENSITY=28.57/(10+IC)A0786(EQUATION RA-3 OF UDFCD MANUAL- RAINFALL CHAPTER) (13) SYR RAINFALL INTENSITY=28.5•P/(10+1C)A0.786 (EQUATION RA-3 OF UDFCD MANUAL - RAINFALL CHAPTER) Rocky Mountain Bottle Wright Water Engineers, inc. Des. by: TAE C:1751-040/000tae/Final Hydrology Cabs July 15, 2002 Ckd. by:_ Table 2. Existing Conditions Hydrology for 5-year Event EXISTING CONDITIONS, 5-YEAR RETURN FREQUENCY BASIN AREA(ACRES) COEFFICIENT INTENSITY PEAK FLOW VOLUME- NUMBER TOTAL PERVIOUS IMPERVIOUS C5 (IN/HR) (CFS) (AF) 1&7 6.00 3.00 3.00 0.51 3.21 9.83 0.42 POND2 2A 2.90 0.00 2.90 0.86 4.19 10.45 0.35 POND 2 2B 3.30 0.80 2.50 0.70 3.40 7.85 0.32 POND 1 3A 1.80 0.40 1.40 0.69 4.08 5.07 0.17 POND 1 36 2.10 0.00 2.10 0.86 3.91 7.05 0.25 POND 1 4 3.30 3.10 0.20 0.19 4.47 2.80 0.09 POND 2 5 2.00 1.40 0.60 0.36 4.22 3.04 0.10 POND I 6 1.60 1.30 0.30 029 3.71 1.72 0.06 OFF-SITE 9 2.60 0.00 2.60 0.86 4.92 11.00 0.31 POND I 10 0.70 0.00 0.70 0.86 4.79 2.88 0.08 POND 1 11 2.90 0.00 2.90 0.86 4.92 12.27 0.35 POND 2 12 4.80 0.00 4.80 0.86 3.30 13.62 0.57 POND 2 13 1.20 0.10 1.10 0.83 3.78 3.77 0.14 OFFSITE 14 3.40 0.00 3.40 0.86 3.57 10.44 0.41 POND 2 POND I 12.50 2.60 9.90 0.71 36.90 1.24 POND 2 23.30 6.10 17.20 0.67 59.41 2.18 OFF SITE 2.80 1.40 1.40 0.52 5.49 0.20 TOTAL 38.60 10.10 28.50 101.79 3.62 SUM CA = 26.10 Pond 1 Surface Area = 1.10 acres i ncluded Pond 2 Surface Area = 0.83 acres i ncluded Volume calculations for 2-hour event 5-YEAR EXISTING CONDITIONS TIME TIME INTENSITY BASIN AREA RUNOFF COEFF RUNOFF (MIN) (SEC) (IN/HR) POND 1 POND 2 OFFSITE POND I POND 2 OFFSITE POND 1 POND 2 BOTH OFFSITE TOTAL (ACRE) (ACRE) (ACRE) (CU FT) (CU FT) (CU FT) (CU FT) (CU FT) 5 300 5.05 12.50 23.30 2.80 0.71 0.67 0.52 13508 23826 37334 2212 39546 10 600 4.26 12.50 23.30 2.80 0.71 0.67 0.52 22789 40198 62988 3732 66719 15 900 3.31 12.50 23.30 2.80 0.71 0.67 0.52 26561 46851 73411 4349 77761 30 1800 2.29 12.50 23.30 2.80 0.71 0.67 0.52 36752 64827 101578 6018 107597 60 3600 1.45 12.50 23.30 2.80 0.71 0.67 0.52 46542 82095 128636 7621 136258 120 7200 0.84 12.50 23.30 2.80 0.71 0.67 0.52 53924 95117 149041 8830 157871 TOTAL PONDS (AF) 3.42 TOTAL (AF) 3.62 5-YEAR EXISTING CONDITIONS TIME INFLOW TO PONDS RELEASE FROM PONDS INFLOW TO PONDS RELEASE FROM PONDS (MIN) (CU FT) (CU FT) (1 OE3 CU FT) (10E3 CU FT) 0 0 0 0 0 5 37334 0 37 0 10 62988 0 63 0 15 73411 0 73 0 30 101578 0 102 0 60 128636 0 129 0 120 149041 0 149 0 5-YEAR EXISTING CONDITIONS TIME INFLOW TO PONDS RELEASE FROM PONDS STORAGE STORAGE (MIN) (1 oE3 CU FT) (10E3 CU FT) (10E3 CU FT) (AF) 0 0 0 0 0.00 5 37 0 37 0.86 10 63 0 63 1.45 15 73 0 73 1.69 30 102 0 102 2.33 60 129 0 129 2.95 120 149 0 149 3.42 Rocky Mountain Bottle Wright Water Engineers, Inc. Des. by: TAE C:\751-040\5100tae\Final Hydrology Calcs July 15, 2002 - Ckd. by:_ Table I Existing Conditions Hydrology for 100-year Event EXISTING CONDITIONS, 100-YEAR RETURN FREQUENCY BASIN AREA (ACRES) COEFFICIENT INTENSITY PEAK FLOW VOLUME- NUMBER TOTAL PERVIOUS IMPERVIOUS C100 (IN/HR) (CFS) (AF) 1&7 6.00 3.00 3.00 0.70 5.87 24.65 1.03 POND 2 2A 2.90 0.00 2.90 0.90 7.66 19.99 0.64 POND 2 2B 3.30 0.80 2.50 0.81 6.21 16.61 0.65 POND 1 3A 1.80 0.40 1.40 0.80 7.46 10.75 0.35 POND 1 3B 2.10 0.00 2.10 0.90 7.14 13.49 0.46 POND I 4 3.30 3.10 020 0.52 8.16 14.01 0.42 POND 2 5- 2.00 1.40 0.60 0.62 7.72 9.57 0.30 POND I 6 1.60 1.30 0.30 0.58 6.78 6.29 0.23 OFF-SITE 9 2.60 0.00 2.60 0.90 8.99 21.03 0.57 POND 1 10 0.70 0.00 0.70 0.90 8.75 5.51 0.15 POND 1 11 2.90 0.00 2.90 0.90 8.99 23.46 0.64 POND 2 12 4.80 0.00 4.80 0.90 6.03 26.06 1.06 POND 2 13 120 0.10 1.10 0.88 6.91 7.30 0.26 OFF-Si fE 14 3.40 0.00 3.40 0.90 6.52 19.96 0.75 POND 2 POND 1 12.50 2.60 9.90 0.82 76.96 2.50 POND 2 23.30 6.10 17.20 0.79 128.13 4.53 OFF SITE 2.80 1.40 1.40 0.71 13.60 0.49 TOTAL 38.60 10.10 28.50 218.68 7.51 SUM CA = 30.71 Pond 1 Surface Area = 1.10 acres included Pond 2 Surface Area = 0.83 acres included Volume calculations for 2-hour event 100-YEAR EXISTING CONDITIONS TIME TIME INTENSITY BASIN AREA R UNOFF COEFF RUNOFF (MIN) (SEC) (IN/HR) POND 1 POND 2 OFFSITE POND 1 POND 2 OFFSITE POND 1 POND 2 BOTH OFFSITE TOTAL (ACRE) (ACRE) (ACRE) (CU FT) (CU FT) (CU FT) (CU FT) (CU FT) 5 300 9.24 12.50 23.30 2.80 0.82 0.79 0.71 28310 51326 79637 5500 85136 10 600 7.80 12.50 23.30 2.80 0.82 0.79 0.71 47797 86655 134452 9285 143737 15 900 6.04 12.50 23.30 2.80 0.82 0.79 0.71 55518 100653 156171 10785 166956 30 1800 4.18 12.50 23.30 2.80 0.82 0.79 0.71 76843 139314 216157 14928 231085 60 3600 2.65 12.50 23.30 2.80 0.82 0.79 0.71 97432 176643 274075 18927 293002 120 7200 1.48 12.50 23.30 2.80 0.82 0.79 0.71 108830 197306 306136 21142 327278 TOTAL PONDS (AF) 7.03 TOTAL (AF) 7.51 100-YEAR EXISTING CONDITIONS RELEASE RATE FROM POND = 7 CFS TIME INFLOW TO PONDS RELEASE FROM PONDS INFLOW TO PONDS RELEASE FROM PONDS (MIN) (CU FT) (CU FT) (10E3 CU FT) (t 0E3 CU FT) 0 0 0 0 0 5 79637 2100 80 2 - 10 134452 4200 134 4 15 156171 6300 156 6 - ' 30 216157 12600 216 13 60 274075 25200 274 25 120 306136 50400 306 50 100-YEAR EXISTING CONDITIONS TIME INFLOW TO PONDS RELEASE FROM PONDS STORAGE STORAGE (MIN) (10E3 CU FT) (10E3 CU FT) (10E3 CU FT) (AF) - 0 0 0 0 0.00 5 80 2 78 1.78 10 134 4 130 2.99 15 156 6 150 3.44 30 216 13 204 4.67 60 274 25 249 5.71 120 306 50 256 5.87 Rocky Mountain Bottle Wright Water E ngineers, Inc. Des. by: TAE C:V51-040 00tae\Final Hydrology Calcs July 15, 2002 Ckd. by:_ Table 4. Time of Concentration Calculations for Proposed Conditions BASIN C5 NUMBER RUNOFF COEFFICIENT FOR 5-YEAR EVENT 13 Li Si Ti Lt St V Tt Time of Concentration (Tc) Rainfall Intensity Corresponding to Tc INITIAL FLOW LENGTH INITIALSLOPE INITIAL CONCENTRATION TIME LENGTH OF CONVEYANCE SLOPE OF CONVEYANCE VELOCITY TRAVELTIMEINCONVEYANCE CALCULATEDTIME OF CONCENTRATION VALUE TO USE (PER UDFCD) 100-YR 5-YR (ft) (min) (ft) (ft/sec) (min) (min) (min) (in/hr) (in/hr) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) 300 0.025 13.6 750 0.005 1.5 8.3 y2.0 15.8 5.87 3.21 200 0.020 4.9 400 0.007 1.9 3.5 8.4 8.4 7.66 4.19 300 0.025 9.2 570 0.010 2.0 4.8 14.0 14.0 6.21 3.40 300 0.055 7.3 480 0.055 4.7 1.7 9.0 9.0 7.46 4.08 100 0.005 5.4 420 0.005 1.5 4.7 10.1 10.1 7.14 3.91 150 0.250 7.0 n/a n/a n/a n/a 7.0 7.0 8.16 4.47 200 0.140 7.9 100 0.070 5.4 0.3 8.2 8.2 7.72 4.22 300 0.120 11.2 40 0.014 2.2 0.3 11.5 5.0 8.99 4.92 100 0.071 2.3 550 0.047 4.2 2.2 4.5 5.0 8.99 4.92 100 0.023 3.3 400 0.023 3.0 2.2 5.5 5.5 8.75 4.79 100 0.260 1.5 300 0.010 2.0 2.5 4.0 5.0 8.99 4.92 300 0.003 11.2 450 0.009 2.0 3.8 14.9 14.0 6.03 3.30 50 0.010 3.4 900 0.010 2.0 7.5 10.9 10.9 6.91 3.78 300 0.003 11.2 300 0.032 3.6 1.4 12.6 12.6 6.52 3.57 (1) BASIN DELINEATION SHEET (2) FROM TABLE RO-3 AND EQUATIONS RO-6 AND RO-7 OF UDFCD MANUAL (RUNOFF CHAPTER) (3) OVERLAND FLOW LENGTH (4) OVERLAND FLOW SLOPE (5) =0.395-(I.1-C5)-SQRT(U)/Si" .33 (EQUATION RO-3 OF UDFCD MANUAL) (6) GUTTER FLOW LENGTH (7) GUTTER FLOW SLOPE (8) GUTTER FLOW VELOCITY FROM 1993 REPORT (9) TRAVEL TIME =U160N (10) TIME OF CONCENTRATION =T.Tt (11) GREATER OF CALCULATED TC OR 5 MINUTES (12) 100-YR RAINFALL INTENSITY=28.5ro1(10-tcp0.786 (EQUATION RA-3 OF UDFCD MANUAL- RAINFALL CHAPTER) (13) 5-YR RAINFALL INTENSrTY=28S-P/(10tc)"0.786(EQUATION RA-3 OF UDFCD MANUAL- RAINFALL CHAPTER) Rocky Mountain Bottle Wright Water Engineers, Inc. Des. by: TAE - C:\751-040\000tae\Final HydrologyCalcs July 15, 2002 Ckd. by: Table S. Proposed Conditions Hydrology for 5-year Event DEVELOPED CONDITIONS, 5-YEAR RETURN FREQUENCY BASIN AREA (ACRES) NUMBER TOTAL PERVIOUS 1&7 6.00 3.00 2A 2.90 0.00 2B 3.30 0.80 3A 1.80 0.40 3B 2.10 0.00 4 2.71 2.51 5 2.00 1.40 6 2.38 0.24 (6A) 1.67 0.17 (6B) 0.71 0.07 9 2.60 0.00 , 10 0.70 0.00 11 2.90 0.00 12 4.80 0.00 13 1.01 0.10 14 3.40 0.00 POND 1 12.50 2.60 POND 2 24.38 5.68 OFF SITE 1.72 0.17 TOTAL 38.60 8.45 SUM CA = Pond 1 Surface Area = 1.10 acres included Pond 2 Surface Area = 0.83 acres included Volume calculations for 2-hour event 5-YEAR DEVELOPED CONDITIONS TIME TIME INTENSITY (MIN) (SEC) (IN/HR) 5 300 5.05 10 600 4.26 15 900 3.31 30 1800 2.29 60 3600 1.45 120 7200 0.84 5-YEAR DEVELOPED CONDITIONS TIME INFLOW TO PONDS RELEASE FROM PONDS (MIN) (CU FT) (CU FT) 0 0 0 5 39360 0 10 66406 0 15 77395 0 30 107091 0 60 135617 0 120 157129 0 5-YEAR DEVELOPED CONDITIONS TIME INFLOW TO PONDS RELEASE FROM PONDS (MIN) (10E3 CU FT) (10E3 CU FT) 0 0 0 5 39 0 10 66 0 15 77 0 30 107 0 60 136 0 120 157 0 IMPERVIOUS 3.00 2,90 2.50 1.40 2.10 020 0.60 2.14 1.50 0.64 2.60 0.70 2.90 4.80 0.91 3.40 9.90 18.70 1.55 30.15 27.44 % OF SUB 6 TO POND 1 = POND 1 (ACRE) 12.50 12.50 12.50 12.50 12.50 12.50 INFLOW TO PONDS (t 0E3 CU FT) 0 39 66 77 107 136 157 STORAGE (10E3 CU FT) 0 39 66 77 107 136 157 COEFFICIENT C5 0.51 0.86 0.70 0.69 0.86 0.19 0.36 0.87 0.87 0.87 0.86 0.86 0.86 0.86 0.83 0.86 0.71 0.70 0.85 INTENSITY PEAK FLOW (IN/HR) (CFS) 3.21 9.83 4.19 10.45 3.40 7.85 4.08 5.07 3.91 7.05 4.47 2.30 4.22 3.71 3.71 3.71 4.92 4.79 4.92 3.30 3.78 3.57 3.04 7.69 5.38 2.31 11.00 2.88 12.27 13.62 3.17 10.44 36.90 64.29 5.48 106.66 VOLUME (AF) 0.42 0.35 0.32 0.17 0.25 0.07 0.10 029 0.20 0.09 0.31 0.08 0.35 0.57 0.12 0.41 1.24 2.37 0.20 3.81 0.7 BASIN AREA POND2 (ACRE) 24.38 24.38 24.38 24.38 24.38 24.38 OFFSITE (ACRE) 1.72 1.72 1.72 1.72 1.72 1.72 POND2 POND2 POND1 POND1 POND1 POND2 POND1 POND 2 & OFF-SITE POND2 OFF-SITE POND1 POND1 POND2 POND 2 OFF-SITE POND2 RUNOFF COEFF POND 1 - POND 2 OFFSITE 0.71 0.70 0.85 0.71 0.70 0.85 0.71 0.70 0.85 0.71 0.70 0.85 0.71 0.70 0.85 0.71 0.70 0.85 RELEASE FROM PONDS (10E3 CU FT) 0 0 0 -0 0 0 0 STORAGE (AF) 0.00 0.90 1.52 1.78 2.46 3.11 3.61 RUNOFF POND 1 POND 2 BOTH OFFSITE TOTAL (CU FT) (CU FT) (CU FT) (CU FT) . (CU FT) 13508 25852 39360 2211 41571 22789 43616 66406 3730 70136 26561 50835 77395 4348 81743 36752 70339 107091 6016 113107 46542 89076 135617 7618 143236 53924 103205 157129 8827 165956 TOTAL PONDS (AF) 3.61 TOTAL (AF) 3.81 Rocky Mountain Bottle Wright Water Engineers, Inc. Des. by: TAE C:1751-040\000tae\Final Hydrology Calcs July 15, 2002 Ckd. by:_ Table 6. Proposed Conditions Hydrology for 100-year Event DEVELOPED CONDITIONS, 100-YEAR RETURN FREQUENCY BASIN AREA (ACRES) COEFFICIENT INTENSITY PEAK FLOW VOLUME NUMBER TOTAL PERVIOUS IMPERVIOUS C100 (IN/HR) (CFS) (AF) 1&7 6.00 3.00 3.00 0.70 5.87 24.65 1.03 POND2 2A 2.90 0.00 2.90 0.90 7.66 19.99 0.64 POND 2 2B 3.30 0.80 2.50 0.81 6.21 16.61 0.65 POND I 3A 1.80 0.40 1.40 0.80 7.46 10.75 0.35 POND 1 3B 2.10 0.00 2.10 0.90 7.14 13.49 0.46 POND I 4 2.71 2.51 0.20 0.52 8.16 11.50 0.34 POND 2 5 2.00 1.40 0.60 0.62 7.72 9.57 0.30 POND 1 6 2.38 0.24 2.14 0.89 8.99 19.04 0.52 nOND 2 & OFFSITE (6A) 1.67 0.17 1.50 0.89 8.99 13.33 0.36 POND 2 (66) 0.71 0.07 0.64 0.89 8.99 5.71 0.16 OFFSITE 9 2.60 0.00 2.60 0.90 8.99 21.03 0.57 POND 1 10 0.70 0.00 0.70 0.90 8.75 5.51 0.15 POND 1 11 2.90 0.00 2.90 0.90 8.99 23.46 0.64 - POND 2 12 4.80 0.00 4.80 0.90 6.03 26.06 1.06 POND 2 13 1.01 0.10 0.91 0.88 6.91 6.14 0.22 OFFSITE 14 3.40 0.00 3.40 0.90 6.52 19.96 0.75 POND 2 POND 1 12.50 2.60 9.90 0.82 76.96 2.50 POND 2 24.38 5.68 18.70 0.81 138.95 4.82 OFF SITE 1.72 0.17 1.55 0.88 11.86 0.37 TOTAL 38.60 8.45 30.15 227.76 7.69 SUM CA = 31.43 Pond 1 Surface Area = 1.10 acres included Pond 2 Surface Area = 0.83 acres included % OF SUB 6 TO POND 1 = 0.7 Volume calculations for 2-hour event 100-YEAR DEVELOPED CONDITIONS TIME TIME INTENSITY BASIN AREA RUNOFF COEFF RUNOFF (MIN) (SEC) (IN/HR) POND 1 POND 2 OFFSITE POND 1 POND 2 OFFSITE POND I POND 2 BOTH OFFSITE TOTAL (ACRE) (ACRE) (ACRE) (CU FT) (CU FT) (CU FT) (CU FT) _ (CU FT) 5 300 9.24 12.50 24.38 1.72 0.82 0.81 0.88 28310 54586 82896 4225 87122 10 600 7.80 12.50 - 24.38 1.72 0.82 0.81 0.88 47797 92158 139955 7134 147089 15 900 6.04 12.50 24.38 1.72 0.82 0.81 0.68 55518 107045 162563 8286 170849 30 1800 4.18 12.50 24.38 1.72 0.82 0.81 0.88 76843 148162 225005 11469 236473 60 3600 2.65 12.50 24.38 1.72 0.82 0.81 0.88 97432 187861 285293 14541 299835 120 7200 1.48 12.50 24.38 1.72 0.82 0.81 0.88 108830 209837 318667 16243 334910 TOTAL PONDS (AF) 7.32 TOTAL (AF) 7.69 100-YEAR DEVELOPED CONDITIBELEASE RATE FROM PONE 7 TIME INFLOW TO PONDS RELEASE FROM PONDS INFLOW TO PONDS RELEASE FROM PONDS (MIN) (CU FT) (CU FT) (10E3 CU FT) (10E3 CU FT) 0 0 0 0 0 5 82896 2100 83 2 10 139955 4200 140 4 15 162563 6300 163 - - "6 _ 30 225005 12600 - 225 13 60 285293 25200 285 25 120 318667 50400 319 50 100-YEAR DEVELOPED CONDITIONS TIME INFLOW TO PONDS RELEASE FROM PONDS STORAGE STORAGE (MIN) (10E3 CU FT) (10E3 CU FT) (10E3 CU F) (AF) 0 0 0 0 0.00 5 83 2 81 1.85 10 140 4 136 3.12 15 163 6 156 3.59 - 30 225 13 212 4.88 60 285 25 260 5.97 120 319 50 268 6.16 Rocky Mountain Bottle Wright Water Engineers, Inc. Des. by: TAE C:\751-040k000tae\Final Hydrology Calcs July 15, 2002 Ckd. by: SIZING ANALYSIS FOR CULVERT BENEATH MAIN DRIVE ROCKY MOUNTAIN BOTTLE COMPANY 1 CURRENT DATE: 07-24-2002 FILE DATE: 07-24-2002 CURRENT TIME: 10:26:19 FILE NAME: RMBCCUL . . . FHWA CULVERT ANAL YSIS . . HY-8, VERSION 6 .0 AAP 0 SAA~ASXPt7tSit YIIII3 3 FSAZaT7A7 fi277S XS2 11AAAn2 Y7SSS tSt 57 22 A2A➢777 n7272iSSS7 7A~ 3 C 3 SITE DATA 3 CUL VERT SHAPE, MA TERIAL, INLET 3 3 U 3 L 3 INLET OUTLET CULVERT 3 BARRELS 3 3 V 3 ELEV. ELEV. LENGTH 3 SHAPE SPAN RISE MANNING INLET 3 3NO.3 (ft) (ft) (ft) 3 MATERIAL (ft) (ft) n TYPE 3 3 1 35380.50 5380.00 50.00 3 1 RCP 2.00 2.00 .012 CONVENTION AL3 3 2 3 3 3 3 3 3 3 3 3 4 3 3 3 3 55 3 3 3 6 3 3 3 SUMMARY OF CULVERT FLOWS (cfs) FILE: RMBCCUL DATE: 07-24-20 02 ELEV (ft) TOTAL 1 2 3 4 5 6 ROADWAY I TR 5381.20 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0 5381.34 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0 5381.34 3.2 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0 5381.57 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0 5381.79 6.4 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0 5381.98 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0 5382.15 9.6 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0 5382.32 11.2 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0 5382.50 12.8 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0 5382.55 13.3 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0 5382.87 16.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0 0.00 A. ii 31.A Ii Y1 Yi Ii 31.A Iili Ti l. 0.0 \P.3l Tt Yi 7a Yl Ti Ti 0.0 Yi Ti Ti 31Ii 7a Il3l 0.0 AAAFi7A FiAD. 0.0 ~iSISi Ti Ti Ti 2171 0.0 Ti 31 Ii 31 0.0 F1 Yi7.\X1 X~A.Ti S1 Yi7S 0.0 Yi Yi Ti Ti SS Ti S OVERTOPPING i Yi fl P. Ti 3l3lA Yi 7l XiYi Y1~ A1ifiAfi~i?itiAAAAATiAAAAAAAA SUMMARY OF ITERATIVE AA21A7iAAAAAAAAAAA SOLUTION ERRORS AAAAAAAA FILE: AAAAAASiAAAAAAA RMBCCUL AAAASiAAAAAAAAtiYi2iAASiA DATE: 07-24-2002 HEAD HEAD TOTAL FLOW $ FLOW ELEV (ft) ERROR (ft) FLOW (cfs) ERROR ( cfs) ERROR 5381.20 0.000 0.00 0.00 0.00 5381.34 0.000 1.60 0.00 0.00 5381.34 0.000 3.20 0.00 0.00 5381.57 0.000 4.60 0.00 0.00 5381.79 0.000 6.40 0.00 0.00 5381.98 0.000 8.00 0.00 0.00 5382.15 0.000 9.60 0.00 0.00 5382.32 0.000 11.20 0.00 0.00 5382.50 0.000 12.80 0.00 0.00 5382.55 . 0.000 13.30 0.00 0.00 5382.87 0.000 16.00 0.00 0.00 AAA <1> TOLERANCE (ft) = 0.010 <2> TOLERANCE = 1.000 SIZING ANALYSIS FOR CULVERT BENEATH MAIN DRIVE ROCKY MOUNTAIN BOTTLE COMPANY 2 CURRENT DATE: 07-24-2002 CURRENT TIME: 10:26:19 PERFORMANCE CURVE FOR CULVERT 1 - 1( 2 DIS- HEAD- INLET OUTLET CHARGE WATER CONTROL CONTROL FLOW NORMAL FLOW ELEV. DEPTH DEPTH TYPE DEPTH (cfs) (ft) (£t) (ft) <F4> (ft) 0.00 5381.20 0.00 0.70 0-NF 0.00 1.60 5381.34 0.53 0.84 3-Mlt 0.33 3.20 5381.34 0.83 0.84 1-S2n 0.46 4.80 5381.57 1.07 0.96 1-S2n 0.60 6.40 5381.79 1.29 1.06 1-S2n 0.69 8.00 5381.98 1.48 1.21 1-S2n 0.78 9.60 5382.15 1.65 1.35 1-S2n 0.67 11.20 5382.32 1.82 1.50 1-S2n 0.95 12.80 5382.50 2.00 1.66 1-S2n 1.02 13.30 5382.55 2.05 1.72 1-S2n 1.05 16.00 5382.87 2.37 2.04 5-S2n 1.18 El. inlet face invert 5380.50 ft E1. inlet throat invert 0.00 ft FILE DATE: 07-24-2002 FILE NAME: RMBCCUL 00 (ft) BY 2.00 (ft)) RCP CRIT. OUTLET TW OUTLET TW DEPTH DEPTH DEPTH VEL. VEL. (ft) (ft) (ft) (fps) (fps) 0.00 0.00 1.20 0.00 0.00 0.43 1.20 1.20 0.81 0.00 0.62 0.48 1.20 5.48 0.00 0.77 0.61 1.20 5.95 0.00 0.89 0.71 1.20 6.38 0.00 1.01 0.71 1.20 8.04 0.00 1.10 0.80 1.20 8.14 0.00 1.20 0.98 1.20 7.36 0.00 1.26 1.06 1.20 7.60 0.00 1.31 1.08 1.20 7.66 0.00 1.44 1.21 1.20 8.02 0.00 El. outlet invert 5380.00 ft El. inlet crest 0.00 ft SITE DATA CULVERT INVERT INLET STATION 0.00 ft INLET ELEVATION 5380.50 ft OUTLET STATION 50.00 ft OUTLET ELEVATION 5380.00 ft NUMBER OF BARRELS 1 SLOPE (V/H) 0.0100 CULVERT LENGTH ALONG SLOPE 50.00 ft *****CULVERT DATA SUMMARY BARREL SHAPE CIRCULAR BARREL DIAMETER 2.00 ft BARREL MATERIAL CONCRETE BARREL MANNING'S n 0.012 INLET TYPE CONVENTIONAL INLET EDGE AND WALL SQUARE EDGE WITH HEADWALL INLET DEPRESSION NONE SIZING ANALYSIS FOR CULVERT BENEATH MAIN DRIVE ROCKY MOUNTAIN BOTTLE COMPANY 3 CURRENT DATE: 07-24-2002 FILE DATE: 07-24-2002 CURRENT TIME: 10:26:19 FILE NAME: RMBCCUL XXXIi71 X.FIXXXXXXTiX 2IX Ii TiX TiX IiX F1X 31X XXXXXXXXXXXXXXX X3IXXXX XSiX XFIYIX XFIXXXXXXXXXXXXXTiX X31XXXXX AAAAAkAAAAAAAAAAAAAA TAILWATER AAAAAAAAAAAAAAAAAAA P.AA_31_Yi_Yi_Yi_Yi_Ti_k1_Yi_Y1_Ii_F1.h Ia 3\h. Zi71 Ti 31 P. YiTi p.Yi Yi Ti Ti 3i Ti Yi 71IiY1 A31IiAp. F17.1 Yi Yi 31 YiA Ti Yi L.TiP.31AAAYi31 k1 Yi Yi Sl kiYi Ti Ti Ti Si Ti Ti Ti3131Ii 7.\FiA AA XXXXXFiii7iFIFIX.FiX.XXXFiP.XX.XX.XXXIiX31XXXXXXXXXXXXXXXXXXX31XXXiXFIXXXXFIXXXXXXZiFIX.FiFIX.XXFiXXXXXYiFI CONSTANT WATER SURFACE ELEVATION 5381.20 ROADWAY OVERTOPPING DATA A ~ XFI FI Fi X. Fi FiX FiXXXFIXFIX XXXX XFiX X.X XXXXXX.XXXXXXXXXXXXXXXXXF.\XXXXIiX XXXXXXX X.XFI FIX XXXXXXXXXX X. FiA ROADWAY SURFACE PAVED EMBANKMENT TOP WIDTH 50.00 ft CREST LENGTH 15.00 ft OVERTOPPING CREST ELEVATION 5383.00 ft APPENDIX B Drainage Plan Sheets PLANNED INDUSTRIAL AERIAL. MAPPED 1983 5435 FIELD REVISED 1992 DEVELOPMENT 5430 10 tN$ ~ 20 d FILING NO. 1 OST 6 p„ C AMENDMENT NO. 4 ) ti WHEAT RIDGE, COLORADO r7 y ~ EASTING CONDITIONS PEAK FLOW RATES.S-YEAR RETURN FREQUENCY - CAPACRYOF STORM LINES W BASIN AREA (ACRES) COEFFICIENT INTENSITY PEAK FLOW VOLUME- FLOWS LINE SM LENGTH (FT) SLOPE(X) CAPA (CFS) 5410 NUMBER TOTAL PERVIOUS IMPERVIOUS C. ONMR) (CFS) (AF) TO-:. a 24 ChW 250 4.8 27 187 8.0 3.0 3.0 0.51 321 9.8 0.4 POND2 b 24'CMP 700 1.9 17 . 86 4.19 10.5 2A 29 0 0 2 9 0 0.3 POND2 d Zr CMP 230 7. 33 p ~ . . . 2B 3.3 0.8 2.5 0.70 3.40 7.9 0.3 POND1 a 21V CMP 48 5.1 28 RAW MATERULS n 3A 1.8 0.4 1.4 0.69 4.08 5.1 02 POND1 f 24'CMP 200 0.7 10 STORAGE AREA , 3B 21 0.0 2.1 0.86 3.91 7.1 0.3 POND1 -9 24'CMP 500 1.0 12 ~0 Fl 4' 3.3 3.1 0.2 0.19 4.47 2.8 0.1 POND2 h 2,r 064P 285 5.5 29 5406 5- 20 1.4 0.6 0.36 4.22 3.0 0.1 POND1 j 24'CUP 140 7.1 23 B 1.6 1.3 0.3 0.29 3.71 1.7 0.1 OFF-SITE k 15"CMP 115 8.7 10 8 26 0.0 2.6 0.88 4.92 11.0 0.3 POND t 10 0.7 0.0 0.7 0.86 4.79 2.9 0.1 POND1 -Palm. s 11 29 0.0 2.9 0.86 4.92 12.3 03 POND 2 11 g5 12 4.8 0.0 4.8 0 w 3.30 1 # 3.8 1 3 1.2 0.1 1.1 0.93 3.78 0.1 OFFSITE `~3 2b 3.57 14 3.4 0.0 3.4 086 89 02 POND s O &O 1 PON D1 125 26 9.9 0.71 3 POND 2 23.3 6.1 17.2 0.67 59.4 22 5406 ® OFF SITE 28 8 1.4 1.4 .4 0.52 5.6 .5 101 8 0.2 3 6 . TOTAL 38.6 10.1 28.5 . y 33 2a Area axes d I 'Pond t = 1 E 51 35 ndWndWed 2 Boasts &H ^ . 883 ewes PaM Area = 0 8 y ~,k' ^ vxume alars°om rorzaoweven & 5404 a a EXISTING CONDITIONS PEAK FLOW RATES, 100-YEAR RETURN FREQUENCY BASIN ANEA(ACRES) INTEHSIT FLOW VOLUMEFLOWS NUMBER TOTAL PERVIOUS IMPERVIOUS Cl. ONMR) (CFSI (AF) TO- 1© v 14 ° 1&7 6.0 3.0 3.0 0.70 5.87 24.6 2A 29 0.0 2.9 0.90 7.66 200 1.0 0.6 POND2 POND 2 5405 war 9P.vs 5403 2B 3.3 0.8 25 0.81 6.21 16.6 0.7 POND1 # * 3A 1.8 0.4 1.4 0.80 7.46 10.7 0.4 POND1 3B 2.1 0.0 2.1 0.90 7.14 13.5 0.5 POND t ~ 4' 3.3 3.1 0.2 0.52 8.16 14.0 0.4 POND2 36 * 5- 20 1.4 0.6 0.62 7.72 9.6 0.3 POND t a 6 1.6 1.3 0.3 0.58 6.78 6.3 02 OFFSITE a t+ V96 o 9 26 0.0 2.6 0.90 8.99 21.0 10 0.7 0.0 0.7 0.90 8.75 SS 0.6 0.2 POND 1 POND I ' 1 O ~ ' 11 29 0.0 2.9 0.90 8.99 23.5 0.6 POND 2 N 0 12 4.8 0.0 4.8 0.90 6.03 26.1 1.1 POND 2 539 d 13 1.2 0.1 1.1 0.88 6.91 7.3 0.3 OFFSTTE 14 3.4 0.0 3.4 0.90 6.52 20.0 0.7 POND 2 ? POND 1 125 26 9.9 0.82 77.0 2.5 5403 s' POND2 23.3 6.1 17.2 0.79 128.1 4.5 s 100 Fi:. OFF SITE 2.8 1.4 1.4 0.71 13.6 0.5 POND NO.2 TOTAL 38.6 10.1 28.5 218.7 7.5 SCALE 1' - 100' * NOM. W.S. EL 5378 OND N 1 ° MAX. W.S. EL. 5381 OM. W.S. EL 5 73 'Pond1 SWaw Ame=1.tasaes IWMM b" a PNa31c CONTROL MAX. W.S. EL 5 75 ^POUdzsua«. aea =d.e3ares inaudad 53 STRUCTURE ETEN LIVE WORKI ^vaume mlaleeoim,arzaounved APAC A ® 2.4 2.4 ACRE FT. ON _ O -DAB d19- 6 9u4 SOLE ORKING 5 O CAPAC 3.6 3.6 ACRE FT. LEGEND 13 537 THE AVAILABLE STORAGE VOLUME IN PONDS 1 & 2 IS 6.1 ACRE-FEET (AF) (5.2 AF OF 53 79 7.3 DEAD FOOL STORAGE [i.e. NO RELEASE] AND 0.9 AF OF ACTIVE, DETENTION STORAGE STORM LINE * * STORM NNE LENGTH THE RUNOFF VOLUME TO THE PONDS DURING THE 100-YEAR, 2-HOUR STORM EVENT BETWEEN s IS 7.0 AF. AN OUTLET WITH THE CAPACITY OF 7.0 cfs IS REQUIRED TO TRANSFER WATER FROM POND 1 TO THE GUTTER ON WEST 50th AVENUE THE RESULTANT SITE ❑ CATCH BASIN DRAINAGE BASIN exist gravity DISCHARGE IS 20.6 cfs FOR THE 100-YEAR EVENT (13.6 cfs RUNNING DIRECTLY BOUNDARY outlet OFFSITE PLUS 7 cfs FROM THE POND NO. 1 WEIR). THE VOLUME OF RUNOFF LEAVING O DRAINAGE BASIN DESIGN POINT FOR DIRE; 7.0 ON wpactty THE SITE FOR THE 100-YEAR, 2-HOUR EVENT IS 2.3 AF (0.5 AF DIRECTLY OFFSITE CFS FLOW FROM BASIN (ds PLUS AN ADDITIONAL 1.8 AF VIA THE POND NO. 1 WEIR). FOR THE 5-YEAR EVENT THERE IS NO DISCHARGE FROM POND NO. 1. THE ONLY DISCHARGE FOR THE 5- 5360 SPOT OEARON ® CATCH BASIN (REMOVED) EVENT IS FROM AREAS DRAINING DIRECTLY OFFSRE THE 5-YEAR PEAK FLOW RATE OFFSITE IS 5.5 cfs, AND THE 2-HOUR RUNOFF VOLUME TO WEST 50th AVENUE IS 0 AF. ~ 5 RetSaas M Y m o xa at a,1[ aLSOlPIOx xo. 6r MlE o65N vc dsMm COORS BLISS - - wa,ao , WFOOff WATM ENGOEEK Na aria ,crew ex 2490 W. 28TH AVF- SUITE 100A wa ww+x x 0 ~ My03)480-IM a, EXISTING DRAINAGE CONDMONS s"f Ne awwo,na 1 E 8 S 1 4 o AERIAL MAPPED 1983 PLANNED I N D U ST R I A L 5435 FIELD REVISED 1992 DEVELOPMENT 70 CTD$ ~ ST 6 'D s FILING NO 1 O . Ty ( AMENDMENT NO. 4 ) y c COLORADO ; WHEAT RIDGE , PROPOSED CONDITIONS PEAK FLOW RATES, 5-YEAR RETURN FREQUENCY CAPACITY OF STORM LINES - 0 94 5425 BASIN AREA (ACRES) COEFFICIENT INTENSITY PEAK FLOW VOLUME- LINE 812E LENGTH (Fr) SLOPE(%) CAPACITY (CFS) 5410 NUMBER TOTAL PERVIOUS IMPERVIOUS Cr (IN/HR) (CFS) (AF) FLOWS TO_ a 24'CMP 250 4.8 27 1&7 6.0 3.0 3.0 0.51 3.21 9.8 0.4 PON02 b 24'CMP 700 1.9 17 2A 2.9 0.0 2.9 0.86 4.19 10.5 0.3 POND2 d 24'CMP 230 7+ 33 S 2B 3.3 0.8 2.5 0.70 3.40 7.9 0.3 POND I e 24'CMP 470 5.1 28 RAW MATERINS 3A 1.8 0.4 1.4 0.69 4.08 5.1 02 POND1 f 24'CMP 200 0.7 10 STORAGE ABPA ' 3B 2.1 0.0 2.1 0.86 3.91 7.1 0.3 POND 1 9 24'CMP 500 1.0 12 5q W it Fl 4' 2.7 2.5 0.2 0.19 4.47 2.3 0.1 POND 2 h 24' CMP 285 5.5 29 5406 5- 2.0 1.4 0.6 0.36 4.22 3.0 0.1 POND1 1 24'CMP 1,10 7.1 23 6 2.4 0.2 2.1 0.87 3.71 7.7 0.3 POND 2 & OFF-SITE k 15' CMP 115 8.7 10 (6A) 1.7 0.2 1.5 0.87 3.71 5.4 0.2 POND2 I 151CMP 65 62 26 ~ (6B) 0.7 0.1 0.6 0.87 3.71 2.3 0.1 OFF-SITE m 24' RCP 50 1.0 te s 9 2.6 0.0 2.6 0.86 4.92 11.0 0.3 POND I 11 10 0.7 0.0 0.7 0.86 4.79 2.9 0.1 POND1 --Fal4. # 1 2.9 0.0 2.9 0.86 4.92 123 0.3 POND2 U«cvaa=5M.87. Telvrte=53etm ?J 2b O 12 4.8 0.0 4.8 0.86 3.30 13.6 0.6 POND 2 's O &0 13 1.0 0.1 0.9 0.83 3.78 3.2 0.1 OFF-SITE 14 3.4 0.0 3.4 0.86 3.57 10.4 0.4 POND 2 5406 O 3c POND1 12.5 2.6 9.9 0.71 36.9 POND 2 24.4 5.7 18.7 0.70 64.3 1.2 2.4 OFF SITE 1.7 0.2 1.6 0.85 5.5 02 )E y 2c TOTAL 38.6 8.5 302 106.7 3.8 y ^ ryk. 5405 • Pantl 15mtece Agee =1.1G arses IntlWeJ 5404 4 PmE 15urfero Aree =0 83 saes NeluJeE '^vdume Calala5onv to 3.nwr wam BOLE "ASS M pROPOSED CONDITIONS PEAK FLOW RATES, 100-YEAR RETURN FREQUENCY 1© dBBTTTON 14 U BASIN AREA (ACRES) COEFFICIENT INTENSITY PEAK FLOW VOLUME"` G 5405 ~ smr Dens 5403 # NUMBER TOTAL PERVIOUS IMPERVIOUS oo (IN/HR) (CFS) 1&7 6.0 3.0 3.0 - 0.70 5.87 24.6 (AF) 1.0 FLOWS TO... POND2 p g # 2A 2.9 0.0 2.9 0.90 7.66 20.0 0.6 POND 2 Ell 3b _ 2B 3.3 0.8 2.5 0.81 6.21 16.6 0.7 POND I REMOVE DUET AND STORM DRAIN 3A 1.8 0.4 1.4 0.80 7.46 10.7 DA POND 1 RE OCARON SOU " OF # 3B 2.1 0.0 2.1 0.90 714 13.5 0.5 POND 1 a UER STNET DRME 4` 2.7 2.5 0.2 0.52 8.16 11.5 0.3 POND 2 24-INCH Du RCP a 0 96 ~O 5384 y 5- 2.0 1.4 0.6 0.62 7.72 9.6 6 2.4 0.2 2.1 0.89 8.99 19.0 0.3 0.5 POND I OFF-SITE INLET INVERT -538050 Ff (6A) 1.7 0.2 1.5 0.89 8.99 13.3 0.4 POND 2 & OFF- SITE OLIITET INVERT - 5380.00 FT LENGTH - 50 Fr ! LL l iilu m 68) 0.7 0.1 0.6 0.89 8.99 5.7 ( 0.2 POND 2 N li . / a 539 9 2.6 0.0 2.6 0.90 8.99 21.0 0.6 OFF-SITE. 21-17 CURB CUT 7 0.0 0.7 0.90 8.75 5.5 10 0 0.2 POND 1 20 w . 11 2.9 0.0 2.9 0.90 8.99 23.5 0.6 POND2 3 7 12 4.8 0.0 4.8 0.90 6.03 26.1 11 PON02 0 50 100 200ft. 13 1.0 0.1 0.9 0.88 6.91 6.1 0.2 OFF-SITE 15-FT TYPE R INLET POND N0.2 4 0.0 3.4 0.90 6.52 20.0 14 3 0.7 POND 2 SUMP COfIDRWN ~ # NOM. - W.S. EL 5378 OND N 1 . 6 9.9 0.82 77.0 POND1 12 5 2 2.5 SCALE 1' = 100' - MAX. - W.S. EL 5387 OM. W.S. El 5 MAX. WS. EL 75 . . POND2 24.4 5.7 18.7 0.81 139.0 4.8 CONTROL OFF SITE 1.7 0.2 1.6 0.88 11.9 0.4 - - STRUCTURE EfENRON LNE WORKI 5 30.2 227.8 TOTAL 38 6 8 7.7 - 20-FT CURB CUT CAPACRY . . 4 2.4 ACRE FT. 15-FT TYPE R a8.E7 CONCRETE CHASE ( LASE ~ - - - - -nda4 ITION ORKING O 18-INCH RCP INLET INVERT = 538200 FT ! SLOPE , p~ 3.6 OUTLET RIVER - ST78.00 FT LENGTH - e5 IT LEGEND 10.1 SIDE SLOPES RE FT. THE AVAILABLE STORAGE VOLUME IN PONDS 1 & 2 IS 6.1 ACRE-FEET (AF) (5.2 AF OF ~ DEAD POOL STORAGE [i.e. NO RELEASE] AND 0.9 AF OF ACTIVE, DETENTION STORAGE . 13 ~ 537 THE RUNOFF VOLUME TO THE PONDS DURING THE 100-YEAR, 2-HOUR STORM EVEN T # # 79 - - Z3 5 7.32 AF. AN OUTLET WITH THE CAPACITY OF 7.0 cfs IS REQUIRED TO TRANSFER Q STORM UNE STORM LINE LENGTH 5 3 WATER FROM POND 1 TO THE CUTER ON WEST 50th AVENUE THE RESULTANT SITE BETWEEN DISCHARGE IS 18.9 cfs FOR THE 100-YEAR EVENT (71.9 cs RUNNING DIRECTLY ❑ CATCH BASIN DRAINAGE BASIN OFFSTTE PLUS 7 cfs FROM THE POND NO. 1 WEIR). THE VOLUME OF RUNOFF LEAVI NG BOUNDARY exist, grcviLy THE SITE FOR THE 100 -YEAR, 2-HOUR EVENT IS 2.3 AF (0.4 AF DIRECTLY OFFSITE O DRAINAGE BASIN DESIGN POINT FOR DIRECT oWet PLUS AN ADDITIONAL 1.9 AF VIA THE POND NO. 7 WEIR). THE REMAINDER OF THE CFS D FLAW FROM BASIN (cfs) 7 .0 cfs wpadty RUNOFF WILL RE PUMPED TO THE WADSWORIH DITCH PER AN AGREEMENT WITH THE DITCH COMPANY AT A RATE OF 100 gpm. FOR THE 5-YEAR EVENT THERE IS NO .5360 SPOT ELEVATION ® CATCH BASIN (REMOVED) DISCHARGE FROM POND NO. 1. THE ONLY DISCHARGE FOR THE 5-YEAR EVENT IS FROM AREAS DRAINING DIRECTLY OFFSITE. THE 5-YEAR PEAK FLOW RATE OFFSITE IS R~ MM LINES TO BE 5.5 ds, AND THE 2-HOUR RUNOFF VOLUME TO WEST 50th AVENUE IS 0.2 AF. VED ~ DEYN £ oww/03 COORS MASS 31b fw WPM 1T WATM BJ~74. NC oma 6ae m , . XAA 14M W. NTH AVE SUM =A a~ 0 co 802n (3034180-11M FA)0(30S)48O-=0 P ROPOSED DRAOVAGE PLAN se xn nE onraxe ,as ,L REYEg16 ILLVBLfS M0. Bf fWE 06L'<IPIp1! N0. 6Y aUE 06<RPIION m urAa/a n DENVER 2490 W. 261" Avenue Suite 100A Denver, Colorado 80211 Phone: 303.480.1700 Fax: 303.480.1020 GLENWOOD SPRINGS 818 Colorado Avenue P.O. Box 219 Glenwood Springs, Colorado 81602 Phone: 970.945.7755 Fax: 970.945.9210 DURANGO 1666 N. Main Avenue Suite C Durango, Colorado 81301 Phone: 970.259.7411 Fax: 970.259.8758 www.wrightwater.com Wright Water Engineers, Inc. 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WHEAT LEDGE, COLORADO, DESCRBEOAS FOLLOWS: C I D I E `WE G" I H COORS PLANNED INDUSTRIAL DEVELOPMENT -fi7 've FILING NO.1 AMENDMENT NO.5 ADMINISTRATIVE AMENDMENT WHEAT RIDGE, COLORADO INCLUDING A PART OF TALWR INDUSTRIAL PARK, FILING NO. 1, A PART OF THE N.W.19, S.E.114 AND A PART OF THE S.W.114, N.E.114, ALL IN SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PX., JEFFERSON COUNTY, COLORADO. SAL I- NOTARY Y) NOTARY P B; SWORN TO BEFORE NE THIS CITY OF WHEAT NOSE. DIRECTOR OF PUSUC WORKS A. D. 20-1q.. W - ND AND FI A. ,fj, L, SEAL. IW 6 MY ~.EXPIR lf( 411 NOTARY SEAL l4 IrI1 ~C sJ3la. NOTARY' SEAL TARP PUBLIC I, ROBERT E. HAIGHT, BEING A REGISTERED LAND SURVEYOR IN THE STATE [IF COLORADO, DO --REBY CERTIFY THAT THE SURVEY OF THE COORS PLANNED INDUSTRIAL DEVELOPMENT WAS DONE UNDER MY DIRECT SUPERVISION AND THE DIMENSIONS SHOWN ARE CORRECT TO THE BEST OF MY KNOWLEDGE. 100 YEAR FLOOD PLAN, PROPERTY NOT SUBJECT TO STREAM FLI30D ENCROACMMENTI ONLY OVERLAND FLOWS FROM THE RESPECTIVE WATER SHEDS ABOVE THE SITE. THE ABOVE IS BASED ON INFORMATION CURRENT ON 'r"3.5' AND IS SUBJECT TO CHANGING CONDITIONS AFTER H DATE + RX10 OBERT E. HAIGHT C 498.+-I 495 CERTIFICATION DATE l O 2 .~1H~P AA IWPF.I;HAI ~ /~i16X/l l ' /lU~ DNiECTOR THIS AMENDMENT CONSISTS OF THE FOLLOWING CHANGES, 1. THE PURPOSE OF THIS AMENDMENT IS TO RELOCATE A PORTION OF THE PREVIOUSLY APPROVED FUTURE EXPANSION OF 50,000 S.F.(AMENDMENT NO. 4, CASE NO. WZ-99-IU INTO THREE AREAS, AS FOLLOWS. A 3431 S.F. ADDITION TO THE SOUTH OF BUILDING #14. A 10,000 S.F. ADDITION TO THE SOUTH OF BUILDING #l. THE REMAINING 36,569 S. F. (FUTURE EXPANSION) WILL REMAIN AT THE NORTH SIDE [IF BUILDING MI. 2. BUILDING DEVELOPMENT A. BLDG. LOT COVERAGE INCREASES FROM 35.6 X TO 36. 7%. B. ADDED BULK GLASS ADDITION TO BUILDING 25. 3. 4. THEREOF. DO HEREBY AGRT3 T ATTHE PROPERTY. LEMLLYDES(RBED MAYORS OSSIFICATION HEREON WILL BE DEVELOPED AS A PLANNED DEVELOPWNT N ACCOROW ('E WIT:I THE DOES, RESTRCTIM AND CONEXIMS COWANED N THE PLAN, a, 24A.1, APPRIAOEDTHE /,07' DAYOP VJft WAECOGNQE YDTHFRWISEBERED O YHAW. AND AS ~v BYTNE Ott Of N@IWi'RIDDE R -K T PATII DEVDE EAP E WWVU OFRFZONNGTO PU##OBgPWEE,ANO 6. APPROVAL OF THE FNM. DEVELOP" RAN MADR09,DOES NOT CREATE AVESTD PRWWWR04T. VESTEO PROPHOYR WIS MAY ONLY ARISE AND ACCRUEPURSUANT TO THE PROVISIONS OF SEC" 21-121 OF TLEWIEnrwooECOceoFUws. - k :T w A yrg DAY gF-~MN 20 _ EXECUTED THIS1 Ck7LC~~pp CIIYCLS91 ~ I COORS BREWING COMPANY BY ~~A^'-✓i-A'<46P,6isW~/G.Aa,FVXK €7tw/+uwS~~ ' VICE PRESIDENT C TAINER MANUFACTURING ' OCANTY UM AND RE0.YmERS CERTFICATE COORS BREWING COMPANY ATTESTER-~L T_ ~ 11~F/ -.e.-7 Ti4SOOWK ACCEPMPORFIUNGIMTIEOFRCEOFTHE _ . ASSISTANT SECRETARY 6f ~MaM~ OF'FM~ ATG=M, (%%11RAOO, GN m 1]cd, DAYOF%. WL. AG 203NBOMjLPAGE4Q.PECWDON 170.FIYAC91(. { r3FER60NCOWIIYCIFI0(.WDRFLOPD S® OERITYCLERK q I q, qi xI s 'ins o$ E Q URI A B C D E LANDSCAPING - NO CHANGE PARKING AND TRAFFIC - NO CHANGE UTILITIES - UPDATED TO REFLECT LINE RELOCATION DUE TO NEW BUILDING EXPANSIONS DRAINAGE - NO CHANGE G H J I K I L BOCU(--PAGE- RECEPTON NO. DATE OF RECOREM6 ORIGNALP ID FNAL DMOPNENT PLAN BOOK 14 PAGE 16 RECEPTION W MUM DATE 3N6/76 PIDA/IGNWAENTNo. 1 BOOK 33 PAGE 11 RECEPIM NA 81017574 DATE 2P w PIDAl BVMENTN 2 BOOT( 88 PAGE 16 BPfAlTION NO. 81)51871 DATE SM88 PIDAMB OIIFNTNA 3 ODPSOOK 79 PAGE Si RECEPTION NO 02760 DATE SMW PIDAAE14M ENTNO. 4 OOP BOOK WE PAGE 41 RECEPTION No. ROOM96D DATE SWOO INDEX OF DXUMENTS i, LEGAL DESCRIPTION 2, PLOT PLAN 3. BUILDING DEVELOPMENT PLAN 4. UTILITIES PLAN 5. BUILDING ELEVATIONS (RECEPTION/LUNCH/LOCKER) 6. BUILDING ELEVATIONS (MOLD/MAINTANCANCE SHOP) W. 1 2 3 5 6 CITY OF WHEAT RIDGE CASE No. 'WZ-02-04' NA4E SAE COORS BREWING COMPANY y Gil vmw ROCKY MOUNTAIN BOTT}V EW COMPANY 7 AP1D ra 91E M1W Ff119i ✓ PEXT ABNOTED Sit. 6 ' uraae SIfE D6GAG PEW. J K L THE BELOAASIGNPD OY80Fi(SI, OR LEGALLY DESIGNATED ACEHT(S) k -r Ib 4c'-w r 146w10 B I c I D I E l l G E H I SW 1/4, NE 1/4 PLANNED INDUSTRIAL DEVELOPMENT Rl➢GE RR• t FILING NO, 1 aP [ Sp~SNER -~261~ i $ RAAq[SS`RpNTT SPUR I AMENDMENT NO, 5 E ; LG. NO. 8002691 ADMINISTRATIVE AMENDMENT i CDLQ..4, tl WHEAT RIDGE, COLORADO j p-L T6164 _ I Avg o. RAILROAD SPUR !\-NE NV Il4, SE L4 l~ / 3M I , e EASEMENT , I I REC. NO. 82061576 I I I I I . I I ~ H I ~ I I I I I I < BOOK 2911, Page 185 J 75, I j N 89' 45' 33' E l l I ADOLPH COORS CO. 382.33• I wi l I BEC Na 820.35173 II I p~pL SE Ili f I j ej ' Cd EAaSENENTICE -,II i yl j NW 1/4, SE 1/4 aj B 28g P•SB6 1~1 1 1 i i ~~I . I SECTION 16, T3S, R 69 W I I I Talr Inistlrlul Py - 1 i ng i I ail I yI ° NOTE, 0 I I Nj I PLEASE REFER TO SHEET NUMBER FOUR I E I~ til I OF THIS PLAN SET FOR EXISTING IMGATI13N l i ( BOOK 2923, Page 71b IP I I AND UTILITY LINES AND PROPOSED LOCATIONS II ~--1- 20' WATER LINE 31 I OF THOSE THAT NEED TO BE RELOCATED. EASEMENT VALLEY ALL EASEMENT VACATIONS AND DEDICATIONS ~I I WATER DISTRICT I w I B.2780, P.7 NJ WILL BE ➢ONE BY SEPARATE ➢OCUMENT. [91 I i I 18' IRRS6ATION N I ig I 'I EASEMENT I of I oI f I SVADLEY DITCH .Yid~ l 1 'I I ma"rvA.t wp F r.NrAxYAN A w !ff I ! lI , I I I (R -~IGAn=TD-W --E=AS-.M.~E~N~T r- RVICE h ; 67 >5•~~"~i ea i i I 2a 86 --12' wN I K: 3 11 I j m [ YP.BENOS L_ 3 2198, P.528 I I ~I ' I 1 titce i 7.5' M "T UXATM A5 94pVH N: ~NATE AN8 FDA NY'DAINT~MI. I \ \ PtelP06E2 (114.Y,. MEW. DSitlfIPTWX PDIf 1 ( BOOK 2923, Page 7 \ \ TRUE UXATDN LAN 8E POttID AT I I \ A6CEPTION N6 71489]64 IN T GPM& I ; j \ RECDNBS 8F THE aRMY w JFLTZRSpt ( \ STATE W ®.mR j \3 \ 1 i(BOOK 89, Page 16) IRECEPTION Na 85051871 \1 ( BOOK 2911, Page 185 > I corner - ~ I \ 1 II 1/4, BE 1/4 CITY OF WHEAT RIOGE---- S 8A' 3' 19' W 619.32' Book 2156, Page 184 WEST 50TH AVENUE ~x z~ea nee Tb 376.72'1 8 5T.=.._..- - A V-50TH AVENUE A,ow zAa,v - S 89. 43' 19' W 921.39' N Q ~ ry r ~ q g q r ~ wry ~y N ~ ~i~ ~ r W q' ~j I ~ N 64G ! H G F E D C A B C D E TRUE POINT OF BEGINNING mr. MV L4. 8E V4 G J K A-I I A-1 I L N Ew~ggTT pp y } ~ V I C I N I T Y M A P & ADJACENT ZONING BEF 11416,T]f,R70V 0 250 500 IOOOft. SCALE 1' - 500' - b~ECTWN 16.TSR70V H PLOT PLAN NI COORS BREWING CO. I V GLASS OPERATIONS JEFFERSON COUNTY, COLORADO MMWNN J 0~200F0. \ SCALE I. = 100, 1~EGE'D PROPERTY BOUNDARY EASEMENTS AS SPECIFIED IRRIGATION DITCH - COVERED w' NAVE DAa !I\(1RC RRCUBNn J 9R PIIN K L 1 2 13 5 6 7 ~1~ I►5 tob Rem P 149 079 A D C D E G H J K L oPAr4MC N0. U/N DWG NO-6FSDMPTKl1 1.0: S PLANNED INDUSTRIAL DEVELOPMENT T94F~ FILING NO. 1 a AMENDMENT NO. 5 OATEOFREC(MADW16- mw I, ~.-^'~®ca ~ia g.R E NCY ij ADMINISTRATIVE AMENDMENT WHEAT RIDGE. COLORADO ,..~"~<axD A°b UB_„N - qoR?','"~ _i^-•" _ o ' USRa . LR° sr[WPGE N sP4l b r ~ ~p [11NTA1NMFAf7 C ~i 1 I T LP. STORAGE 1 I I 1 :r C4 o- IO '6 1 I 1 ✓ Js 1 - _ fit, -_4! i TIME AD B : I 1 PAD ~ j I YDRAVEL 0~8 -_O o I ~STM4NGE AREkI Fi I•,LL•~~_ `N 1 I AS i R Y ACVX= ROAD P 17 ice; B IS3~~ 1 1 AlILCER I d, o ❑ ~ ~ STREET l: COORS CLASS PLANT WAREHOUSE (COORS BUILDING 25) 1FF~j 7 (COORS BLBG24) 4 a' f 27 I o INLAND CONTAINER t------ MNI= CORPORATION I I ❑ : t ~1 v I 5 1 ~ „I 14 K BULK CLASS LSO°' 122-._.. I m F: 1 I ULLET RECYCLf I L+i CENTER TI. z: j y'.(P InMe COORS BUILDING 29 I: m I ° j • 16 ° 4. tv t HYD. ~ Hvo Inc J.bi-rR-SUPAE: 1 ' Poxo ~ 3 5 I, rig ~r wul LN<![,ll -~H .--5 W. 50T°AVE. ._.._1 e l _ pl~ r T ~JS1s1I .P1" I~ Q I 3 IH 14 @e I $ A B C D ( E D)ILDING NO. 25 PRODUCTION L SOME WAREHOUSE ' I❑ 130.000 SOFT. BLDG HT. 52 FUTURE EXPANSIONR 50,000 SOFT. BLDG. HT. 35' OFFICE L STORES AREA 22.100 SOFT. BLDG HT. 35' BUILDHG NO 36 PRODUCTION STORAGE BLDG HT 08 SOFT 37' 3 . . 10 2 F3 FIRE PROTECTION PUMP STATIONS BATCH HOUSE SILO STORAGE OF RAW MATERIALS 2,90D SOFT. BLDG. HT. 82'-10' BUILDING NO 26 AIR CD PRESSGR L STORAGE TANKS 3,00 SOFT. BLDG Hr. 30' BUILDING NO 27 RAW MATERIALS PROCESSING ❑ 6 55M SOFT. BLDG HT. 45' BUILDING NO. 28 RAW MATERIALS PROCESSING 5,038 SOFT. - BLDG. HT. 30' 7❑ PROPANE VAPORIZATION STATION © BUILDING NO.0 ELECTRICAL SWITCH STATISM' SUB-STATIBN CTIT4TRO, 900 SOFT. BLDG HT. I5' ELECTRICAL SWITCH STATION F9 BUILDING N041 MAIN SERVICE ENTRANCE 900 SOFT. BLDG. HT. 15' IQ FUEL STORAGE - PROPANE AND FU EL OIL STORAGE IF, GAS MEIER STATION BUILDING Na. 29 CL'LLET RECYCLING CENTER I2 43.000 SOFT. BLOC HT. 35' I3 CONSTRUCTION SHOP 6,DOD SOFT. BLDG. HT. 20' 4 BULK GLASS ADDITION 4099 SOFT. BLDG. HT. 35' NEW ROLE / I5 MAINTENANCE SHOP ADDIi RIB! 10,000 SOFT. BLDG. HT 35' - RECEPT/LUNCH/ 3,431 SOFT. BLDG Ni. 25' LOCKER ROD4 ADDITION 7 FUTURE EXPANSION 36,569 SOFT. BLDG HT. 35') TOTAL SO FT. 462,500 SOFT. G 1 H TOTAL ACREAGE OF INDUSTRIAL DEVELOPMENT 26.84 ACRE; ACREAGE OF BUILDINGS 9.86 ACRES 36.7% OF TOTAL (APPROX.) ACREAGE OF HARD SURFACE AREAS. CONCRETE, ASPHALT ETC. GENERAL LISAGE 2.28 ACRES BAX OF TOTAL (APPROX.) ACREAGE OF PARKING, OFF STREET LOADING, 8 ROADS 5.1 ACRES 191% OF TOTAL (APPROX.) ACREAGE OF LANDSCAPING. NATURAL GRASS, RETAINING PONDS, DECORATIVE GRAVEL ETC. 9.6 ACRES 35.8%. OF TOTAi. (APPROX.) LIMITS OF AMENDMENT 45 CONSTRUCTION - - - PI D, BOUNORY SN AERIAL NAPPED 1983 FIELD "ED 1992 BUILDING DEVELOPMENT PLAN COORS BREWING CO. ' " GLASS OPERATIGNS JEFF'ERSON COUNTY, COLORADO 0 50 100 200Ft. SCALE 1' = 100' 1 I 2 3 5 6 NAME DATE COORS BREWING COMPANY o4N 4HBm3 (ROCKY fAOUNTAIN IRS •OTTI & Cq PPANY ~ .7 CIIK APUH _ ~ vnE nAx 'D ✓ A¢ FIr. of .mN sRM aMLxu lrcv. 4 J K L (07 c-InO79(o B C D E ROAD a ~Sq 52NO A aN ' NDRq.NB1tN R'~ W / DORUNOM SLL SiC TAWCNT1u"i~ t • a y, LP. STORAGE y y W i'_ B aR 1-T .T.w 1 °O ❑ c m FIRE D b ~FAVEL~__PAD i RAW MTCSIU~S ; STORAGE AREA RET. WALL A s E I G H J twpruy N0. ury PLANNED INDUSTRIAL DEVELOPMENT FILING NO. I AMENDMENT NO. 5 ADMINISTRATIVE AMENDMENT WHEAT RIDGE, COLORADO i EMERGENCY CCE SROAD d \ KEY S SEWER R HILLER + Y -S- EXIST. SANITA i STRBBT y --G------ EXIST. GAS GLASS PLANT -WARRHOUSA' EXIST, -"-T--- R (COORS BUILBING R6) t --E- EXIST. ELECTRICAL (COORS BLOG36) _1 - EXIST. IRRIGATION DITCH ----y---- EXIST. WATER SERVICE INLAND CONTAINER m EXIST. FIRE HYDRANT i C®NMD i CORPORATION I.~ w 1 u nva - - - - - - - WATER LINE TO BE REMOVED I I f i - I RELOCATED WATER SERVILE EXIST. ~-•-W-••- WATER LINE BULK GLASS I 1 i T - t { I ULIUT fI~RO I . ` G -J 1 BGILOXG R T: L N - VFT LDff NEW W I PIKE m' VAT LINE NYC 0 V ST. 7 R T ~ 4 AERIAL MAPPED ,983 5 _ O FlELD HEYISEO t992 1 ~ POND K ~ L vac. Na-9E9CPoPTNX! 3MwT segN ~aAxg~_ eAgE dB UTILITIES PLAN COORS BREWING CO. N GLASS OPERATIONS JEFFERSON COUNTY, COLORADO 0 50 500 RooFt. ` SCALE t' 100' NOTE ALL IRRIGATION AND UTILITY LINES TD BE RELOCATED i s I WITH THIS EXPANSION VILL BE VACATED AND DEDICATED BY SEPARATE DOCUMENT S i II _ (-Y OWx LW lu[c I TIME I HYp. R- - W. 501W AVE. d = ~ $ $ $ Awmmnu+vv ~ ~ yy s~iew0~e ~4~ 2 W IN81 Y-1N AND E D C G H J u C ➢ E NAME DATE UuLm AIWaS ROC 801 coA S 9?ti[E~Wa 91E RAM ✓ ~ to 4 K I 151 16 art 6 FEV L pp K 5 ~ F1~8o7g6 ~ I D E I C H owa xw-oexacrlal ~c, srocY KB. BF~T S Oppp 8 BOOK Data RECEPfgNtq, OAiE OFPE,O,VipJO 1 2 3 Locker / Lunchroom Addition South Elevation i.1'P `J y l Q ppNCiFre (miYxp) ~YfiTK IB~PWii r W"ST wxasre rzF ec 1 (BE'MN) F Y 1! T I M p 8 U l y p 1 N i II i~FV➢t I II Locker / Lunchroom Aden Cast Elevation ff-M Lt n EASIING BUM1VNi' IueY acanax Y - NOf aocros laptti GLtl. YA C/O ~CwSt r I I ppvrnnc 1[f ldC \ I tieroem) MGAG 11IXi~ II Locker / Lunchroom Addition West Elevation Imna 5 6 uu~ I Oa1E E C ~ J 7 qw re w. aF YIF ovcln 4 K L F 1 8o 7q bK lit) A I 8 I C I D E E G _ K L LYI Egblry,~ppY0YCY 1• Q 4 i Mama ((Q~~ YIL Mlpt ~ 7 MV. YA 2 M[ R9lIN NLWN (~v3M) GOYRIE % pYT GaYCREIE ~ZM H4 WtYJ / /IIfY[IM WIWOW YY m 3 Shop Elevation IN• 1'tl E.5 J' OuY. YM1 RV YAYIA. Yh. NKl PAYE ~ (O vAYAYt2 (BemxY) Mold S • East Elevation Ie E.2 E.1 Q T aYFrCAYi ~ ~ I Y aw.v. un uv ' re l -CASs ~R M COYpy1F pgryp YR ST1F tFE .4R Y1i.NY8 [6 VIRY41 pw.) 'l0 ~ I I I cawEre- I i uz m[ x.) I cawzie I ,a ~eY \ f Y YxY) 1 / Mold S hop North Sevation im.ra 5 6 ^"~~^I~°y YA)K wiE C;WKJ dKtWINU LAM'ANY Y111ft~Yr• Yw9t ROCKY MOUNTAIN W:/~YYY WYYif COMPANY w~.a~iw~.~iY APq 7 YY4YY •~I- wYr'°SY YYw 1 sa plY •'"bY6 ~ gaNa K•: ~ AYH .-t1.Y AX0 4 a«YY. A B C D E G H J K l of WHEgT LAND USE CASE PROCESSING APPLICATION of wHEgr Planning and Development Department _ Pg 7500 West 29' Avenue, Wheat Ridge, CO 80033 ° c o Phone (303) 235-2846 co 0 ~(ORAO tORP~ (Please print or type all infonnatio`n) Applicant &K0Y I/JOt.F '-<097W Address 2&o 1 01AV-e Phone~3 X29107 City ~"kA5 2 State (O Zip $02j2x_ Fax~95Z9Z'~ 1 Owner R~aCY ~ 1 62 Address 10&10 W. 5OW4, A&Is. Phone7]j1 City ~A~9IQtG State Ca zip '%'00S"> Fax SOS4 5-/49/ Contact iA% ItL VANE Address ~Z&Ot t ~ ► Phone 3j Z929107 City, VEtZ State Co Zip 07O Fax5132924R.9? (The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post public hearing signs, and will receive a copy of the staff report prior to Public Hearing.) Location of request (address): lapto W. STN A.Ve. tNtr T r%O t~Ol7~j'!j Type of action requested (check one or more of the actions listed below which pertain to your request.) Application submittal requirements on reverse side ❑ Change of zone or zone conditions ❑ Special Use Permit ❑ Consolidation Plat ❑ Subdivision: Minor (5 lots or less) ❑ Flood Plain Special Exception ❑ Subdivision: Major (More than 5 lots) ❑ Interpretation of Code ❑ Preliminary ❑ Final ❑ Lot Line Adjustment ❑ Right of Way Vacation ❑ Planned Building Group ❑ Temporary Use, Building, Sign A Site Development Plan approval ❑ Variance/Waiver (from Section ) O Zoning Ordinance Amendment ❑ Other: Detailed description of request: REGONFtIauR~-~6t~ts NAP)' EX ~N510/~L S9~ ~.2K INV, ~2 VkyE e A rl~LI- ofr 164 OFF- STR~"~T 21C Ikxl Required information: C( IµI of 60n1S ` G 4 Assessors Parcel Number: Size of Lot (acres or square footage): ( u Current Zoning: V1, P. Proposed Zoning: Current Use: 1=4d raf Proposed Use: X416 I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that in filing this application, I am acting with the knowledge and consent of those persons listed above, without whose consent the requested action cannot lawfully be accomplished. Applicants other than owners must submit power-of-attorney from the owner which approved of this action on his behalf. a r Signature of Applicant SuAjbN'mw irn to me this day of ~ 20 Qa q Notary Public 11mjMy commission expires 'TV-14 C 'July 18, 2004 Date received Fee $ O - ReceilI.-t No.23-5-Y 7 Case No. 6✓z-~o2 Comp Plan Desig. Zoning P/.U Quarter Section Map S& Related Case No. Pre-App Mtg. Date Case Manager T'cc&e/ 9 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Telephone 303/235-2846 FAX 303/235-2857 August 5, 2002 Kevin Vrba Grey Wolf Architects FAX: 303-292-4297 RE: 10619 W. 501h Ave. Dear Mr. Vrba: Ridge This letter is to inform you that the fees related to your request for a final development plan amendment total $1,800. Please see breakdown of the fees below: Final Development Plan Application Fee $250/acre (6 acres) $1,500 Publication/Public Notice Fee 300 Amount due $1,800 Payment is due upon application. Attached is a copy of our fee schedule. Please feel free to contact me at 303-235-2846 if you have any questions. Sincerely, Kathy FieYd Administrative Asst. Attachment: fee schedule CADocuments and Settings\kathyfft DocumentsTK thy\LETCERSMZ0211.wpd The City of Wheat CITY OF WHEAT RIDGE 08/09/02 1:34 PM cdb GREY WOLF STUDIO RECEIPT NO:CO13547 AMOUNT FMSD ZONING REIMBURSEMENT 300.00 FMSD ZONING APPLICATION F 1,500.00 PAYMENT RECEIVED AMOUNT CV 2062 1,800.00 TOTAL 1,800.00 Case No.: 0211 Quarter Section Map N App: Last Name: Grey Wolf Studio r Related Cases: App: First N ame: to Paul Kane - Case Histor y: Owne r: Last Name: Rocky Mountain Bottle Owner: First Nam e: I App Addre ss: 601 Blake St. Review Body: City, State Z ip: Denver, CO 80205 App: Pho ne: 1303-292-9107- APN' Owner Address: 10619 W. 50th Ave. 2nd Revie w Body: City/St ate/Zip: heat Ridge, CO 80033 2nd Review Date Owner Phone: 303-425-7771 ~ - Decision-making Body Project Address: 10619 Appro val/Denial Date: Street Name est 50th Avenue City/State, Zip: _ heat Ridge, CO 80033 Reso/Ordinance No.: Case Disposition: Project Planner: File Lo cation: Notes: Follow- Up: Reckert cti~ve o.: E16 Final Development Plan mendment... PC 39-164-01-002 CC I NC _ Conditions of Approval: District: IV. Date Rec eived: 816/2002.. Pre-App Date: I