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HomeMy WebLinkAboutWF-02-04OF WHEAT The City of Wheat Ridge U M Flood Plain Development Permit _ PdL OR Apo Application Information Permit Date S~5 h z Owner WHEZZRjC6a Telephone _?3 23 t I? 08 Address--75L-,o ~,v. 2a'F4. tea. ~gjAAa - JR cl2 rO SD033 Contractor ' Telephone Address Project Location/Directions Project Description Single Family Residential i/New Construction Channelization -Multi-Family Residential -Substantial -Fill Improvement (>50%) -Manufactured (Mobile) Home -Improvement (<50%) -Bridge/Culvert Non-residential Rehabilitation Levee Other/Explanations Class of Permit/Fee Schedule Class I (structures for non-human occupancy) $150 F«- wa~vral eG1~ J -Class II (structures for human occupancy) $340 (includes public noticing fees) I have read and understand and will comply with the requirements of this Flood Plain Permit. Applicant Signature Date (To be completed by Flood Plain Administrator) Flood Hazard Data Watercourse Name The project is proposed in the Floodway 4, Floodway Fringe Base (100-year) flood elevation(s) at project site Elevation required for Lobvest Floor l~~ NG iD / Floo proofing NG Source Documents: Reports/Maps l'iv,~rvSss_t Ict7/ ~1pG1~ Proposal Review Checklist Site development plans are complete and depict flood hazard data. ✓Engineering data is provided for proposed map and floodway revisions. Floodway Certificate and data documents no increase in flood heights. Subdivision proposals minimize flood damage and protect utilities. Lowest floor elevations are above the base (100-year) flood level. Manufactured homes address elevation and anchoring requirements. A Floodproofmg Certificate certifies floodproofing designs. Other: Permit Action 1/ Permit Approved: The informati on submitted for the proposed project was reviewed. and is in compliance with approved flood plain management standards (site development plans are on file). Permit Denied: The proposed project does not meet approved flood plain management standards (explanation is on file). Variance Granted: A variance was granted from the base (100-year) flood elevations established by FEMA consistent with variance requirements of NFIP regulations Part 60.6 (variance action documentation is on file). P3.JrLD 0 Flood Plain Administrat 's igi a ure Date Map Revision Data. Certified documentation by a registered professional engineer of as-built conditions for flood plain alterations were received and submitted to FEMA for a flood insurance map revision. Fill Certificate. A community official certified the elevation, compaction, slope and slope protection for all fill placed in the flood plain consistent with NFIP regulations Part 65.5 for map revisions. Elevation and Floodproofing Certificates. The as-built elevation of the builiding's lowest floor was certified as NGVD; or the building's floodproofmg level was certified as NGVD; by a registered professional engineer or licensed surveyor and is on file. Certificate of Occupancy or Compliance Issued on Date Compliance Documentation 7500 West 29th Avenue The City of Wheat Ridge, Colorado 80033 Wheat Telephone 303/ 235-2868 Ridge FAX 303/235-2857 August 2, 2002 Ms. Holly K. Gibson, P.E. Sellards & Grigg, Inc. 390 Union Blvd., Suite 630 Lakewood, Colorado 80228 Re: Manwaring Ball Fields, 4900 Marshall Street, Wheat Ridge, Colorado - Approval of Final Drainage Report, Street Construction Drawings and Grading/Erosion Control Plan Dear Ms. Gibson, This letter is to inform you that the final drainage report, street construction plans, and the grading/erosion control plan for the above referenced project have been reviewed and approved for construction. This approval letter is being issued with the verbal approval of Mr. Bill DeGroot of Urban Drainage & Flood Control District (UDFCD). There was a meeting that occurred on July 30, 2002 with UDFCD where the verbal approval was obtained. Please be aware of the following items regarding the construction of the project: 1. The proposed drainage facilities shall be constructed then approved by the City of Wheat Ridge prior to issuance of the Certificate of Completion. 2. Erosion control for the project shall be placed in conformance with the approved drainage/erosion control plan and shall be maintained as needed during the course of construction. 3. All drainage improvements shall be constructed in conformance with the approved drainage report and plan. 4. Upon completion of the drainage improvements the engineer, Ms. Holly K. Gibson, P.E. shall provide to the City of Wheat Ridge a letter of certification stating that the various improvements, as defined in the drainage report and plan, have been accurately surveyed to confirm that their construction is in accordance with these documents. The certification letter shall be written and stamped by the engineer who prepared the drainage report, and shall be submitted for review and approval by the City prior to issuance of the Certificate of Occupancy. 5. It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements on Marshall and W. 49th Avenue Frontages as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining Marshall and W. 49th frontages on a regular basis such that they are free of construction debris and tracking from construction traffic accessing the site. 6. It will be the responsibility of the developer/owner, to provide the necessary testing, as applicable for the scope of this project, for subgrade compaction and other related material tests for those improvements to be constructed within public right-of-way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) 7. 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. 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 Alan White, Planning & Development Director Joyce Manwaring, Director of Parks & Recreation Darin Morgan, Chief Building Official Meredith Reckert, Senior Planner Dave Brossman, City Surveyor Tom Bendel, Eng. Tech II Chuck Braden, Eng. Tech. I File (3) 4900Marshall approval.ltr 2/99 CITY OF WHEAT RIDGE MATERIALS SAMPLING AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing for public improvements shall be performed by an independent materials testing company at the expense of the developer, and/or utility district. Unless otherwise designated, all referenced specifications, standards or policies shall be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQUIREMENTS All materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and calibrated. Soil classifications and moisture-density curves shall be provided to the Department of Public Works inspector prior to in-place density testing. Materials testing technicians shall furnish copies of failed test results to the inspector promptly as the results become available. On a weekly basis when testing is being performed, the developer shall furnish the inspector with copies of all test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements are provided in Table 720-1. All testing procedures, point of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Department of Transportation Field Materials Manual. One test is required for any fraction of the specified frequency. The reference to Section 203.07 in the table is from the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classification), 1 per 1000 feet of roadway, Surveys for roadway, sidewalk AASHTO M145 sidewalk or pipe trench and trench may be combined Moisture-Density Curve, 1 per on-site soil type AASHTO method determined AASHTO T99 or T180 1 per import material source by soil or materials type Embankment in-place density, 1 per 300 feet per lane per 8 Minimum density per soil Colorado Procedures inch loose lift classification, Section 203.07 Roadway subgrade in-place 1 per 300 feet per lane Minimum density per soil density, Colorado Procedures classification, Section 203.07 Sidewalk subgrade in-place 1 per 300 feet of sidewalk Minimum density per soil density, Colorado Procedures classification, Section 203.07 Pipe trench in-place density, 1 per 200 feet of trench per 2 Minimum density per soil Colorado Procedures foot vertical interval classification, Section 203.07 Aggregate base course in-place 1 per 300 feet per lane Minimum 95% of maximum density, Colorado Procedures density, T180 Lime treated subgrade in-place 1 per 300 feet per lane No less than 95% of std. dry density, Colorado Procedures density and opt. moisture, T99 Cement treated base in place 1 per 300 feet per lane Density in accordance with density, Colorado Procedures contract documents, T134 Hot Bituminous Pavement 1 per each HBP grade and Within specifications of asphalt content and gradation Marshall blow specified approved mix design Hot Bituminous Pavement in- 1 per 300 feet per lane per lift 92-96% of max. density except place density, Colo. Procedures Grade F to be 90-95%, T209 Concrete compressive strength I per 100 cubic yards PCC pavement, structural AASHTO Procedures concrete, sidewalks and curbing Concrete air content and slump 1 per 50 cubic yards PCC pavement, structural AASHTO Procedures concrete, sidewalks and curbing 7500 West 29th Avenue The City of Wheat Ridge. Colorado 80033 Whelp Ridge Telephone 303/235-2846 FAX 303/235-2857 July 11, 2002 Bill DeGroot Urban Drainage and Flood Control District 2480 West 26`s Avenue Suite 156B Denver, CO 80211 Dear Mr. DeGroot: Attached is a copy of the floodplain study and construction plans for the second phase of construction in Manwaring Field Park within the City of Wheat Ridge. The property is located at 4900 Marshall and is within the Clear Creek 100-year floodplain. It has become apparent that there are discrepancies between the original study for the first phase of construction prepared by Martin and Martin and the current study completed by Sellards and Grigg. If the Sellards and Grigg study is correct, it is recommended that the existing field be regraded which will cost the city over $70,000 not originally budgeted. Please review and comment at your convenience. Your input regarding the discrepancy would be greatly appreciated. If you have questions, do not hesitate to contact meat 202-235-2848. For your reference, Steve Nguyen is the acting flood plain administrator for the city. His direct number is 303-235-2862. Sincerely, Meredith Reckert, AICP Senior Planner c: Joyce Manwaring Greg Knudson WF-02-03 file City of Wheat Ridge Planning and Development Department Memorandum TO: Joyce FROM: Meredith SUBJECT: Manwaring field special exception DATE: July 10, 2002 Joyce - Attached is an application for you to complete requesting approval of a class I special exception permit in the 100-year floodplain to allow expansion of Manwaring field. I filled out a sample so that you can see what it needs to say. We will create a case file and refer the study and construction plans to Urban Drainage and Flood Control District. Once they have reviewed and approved them, construction can commence. If you have any questions, feel free to contact me at 303-235-2848. Sellards Grigg Inc.sURo Graham Smith Wenk Associates 1035 Cherokee Street Denver, CO 80204 Ct Or Wa-IEAT RIDGE P , FUSLIC WORKS DATE? :z o-1 Re: Manwaring Fields Complex Phases 2 & 3 S&G No. 2000662-21 Dear Graham, June 26, 2002 Sellards & Grigg, Inc. has reviewed the plans prepared by Wenk Associates for the Manwaring Fields Complex Phases 2 & 3 project. A hydraulic analysis has been completed using an approach that was proposed by Bill DeGroot of Urban Drainage & Flood Control District in a meeting on May 22nd. Supporting calculations are included with this letter. The project is within the Clear Creek floodplain as shown on Flood Insurance Rate Map (FIRM) panel 085079 0005 C. The floodplain is based on the FHAD for Clear Creek done by Gingery Associates in November 1979, The FIRM does not show a floodway. According to the National Flood Insurance Program (NFIP), a floodway must be delineated in order to build within the floodplain. To accomplish this we have created a duplicate effective model based on the original (from the FHAD) HEC-2 sections for Clear Creek. We have duplicated sections 74, 75, and 76. Section 75 runs through the proposed site. Once completed, sections 74.5 and 75.5 were added based on the original topography shown in the FHAD. We will call this the 'corrected effective model'. This model was used to delineate a one-foot floodway based on equal conveyance reduction using HEC- RAS 3.0 software. Once completed, section 74.5 was updated with existing topography. We have called this the "existing conditions model". This was done because a ball field had been constructed in the floodway prior to this proposed project and without proper hydraulic analysis. In addition to the ball field, a trail was also built in the floodway. We found that the ball field and trail construction caused a total 0.42 foot rise in the one-foot floodway. The proposed grading attempts to rectify this increase by lowering the ball field to the FHAD grading and removing fencing in the portion of the ball field that is in the 390 Union Boulevard, 303.986.1444 Suite 630 FAX 303.986.0994 Lakewood, Colorado 80228 www.sandg4.com Sellards & Grigg, Inc. floodway. The ball field was built by the City of Wheat Ridge and thus will be corrected as part of this project. The trail was built by Jeffco Open Space and for this reason, as well as the cost involved, removing and replacing the trail to FHAD grading will not be part of the project. The proposed grading will lower the 0.42-foot increase caused by previous projects to an increase of 0.07 feet. A table is provided with this letter summarizing the analysis. In reviewing the proposed construction plans, we find that the existing ball field has been regraded appropriately, the fence within the floodway is called out to be removed, the floodplain and floodway are shown correctly, and there are no areas of fill within the one- foot floodway area throughout the project. This project, if built to plan, will not cause rise to the one-foot floodway and will partially correct increases caused by previous projects. Please feel free to call with any questions. Sincerely yours SELLARDS & GRIGG, INC. 46C4~__~ Holly Gibson, P.E. Enc. 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Manwaring Plan: Plan 01 Manwaring Plan: Plan 01 RS = 76 76 RS = 75 75 045~ 045-~ 5305 3 Legend 5315 3 Legend 5 5 E6 W 1 EG PF i 5310- 5300 WS PF1 WS PF1 Crit PF 1 Crit PF 1 5305 Ground Ground 5295 -a Levee + Ineff + 5300 • Ineff Bank Sta • g 5290 Bank Sta 5295 c 0 c 0 m m m v 5290 w 5285 w 5285 5280 5280 5275 5275 5270 5270 0 500 1000 1500 2000 2500 0 500 1000 1500 2000 2500 Station (ft) Station (ft) Manwaring Plan: Plan 01 RS = 74 74 045 tltltl OI 5330 Legend 3 6 5 EG PFi 5320 WS PF 1 Crit PF 1 Ground 5310 + Ineff • Bank S a c 5300 0 m w 5290 5280 + 5270- 5260- 0 500 1000 1500 2000 2500 Station (ft) Cburec4- ve 2%4fve M6 e( n A D J ? A A N N U ( T 0 W ~ N N N fIN ~ N y d N N N N N N N N N N O O O O O O O O O O S O O O O O O ~O O O O O O O O O O O O O O 3 N N N N N N N N N N^~ N N N N N N N N N N %b n ~ . fNG N N N N A A > L ~ m 0 0 S S o o S S o o . 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O W g W V i N 01 A i 4 .1 O 1 i N 0 0 0 0 0 0 0 0 0 0 !i' Cf L4 > a w i..+ 0 0 Ca N N W m t0 O A + W d 9 N O corrective Plan: Plan 01 corrective Plan: Plan 01 RS = 76 76 RS = 75.5 75.5 '045~ 5305 3 Legend 5290 3 Legend 5 5 EG PF2 EG PF2 WS PF2 5288 EG PF1 5300 E G PF i Oft PF 1 WSPF1 WSPFi Cdt PFi 5286 WS PF2 5295 ____r___ Cdt PF 2 Cdt PF 2 Ground 5284 Ground Levee Bank Ste 5290 - - - - - I eB Encroachment ° • Bank Ste ° 5282 w Encroachment m w 5280 5280 5278 5275 5276 5270 5274 0 500 7000 1500 2000 2500 0 200 400 600 800 1000 Station (ft) Station (ft) corrective Plan: Plan 01 corrective Plan: Plan 01 - - RS 75 75 IRS 74.5 74.5 k--.OS--~ '~5-5035--.OS 5315 0 Legend 5300 Legend 3 5 EG _PF2 EG PF2 5310 WS PF2 WSPF2 EG PF 7 5295 EG PF 1 5305 WS PF1 WSPF1 Crit PF 7 Ground • Crit PF 2 Bank Sta 5300 5290 Ground Encroachment Inert 5295 • p Bank Sta ° 76 Encroachment 00 A 5285 - - - - - - - - w 5290, w 5285 5280 5280 5275 5275 5270 5270 0 500 1000 1500 2000 2500 0 200 400 600 800 1000 Station (ft) Station (ft) corrective - Plan: Plan 01 IRS 74 74 ' 045 'IL I 5330 V 0 Legend 3 6 5 _ EGPF2 EG PF 1 5320 WSPF2 WSPF1 Grit PF 7 531 Grit PF 2 Ground neff 5300 Sa k Sta m 'm Encroachment m w 5290- - 5280- - 5270 5260 0 500 1000 1500 2000 2500 Station (ft) ll~s 71- Li; 0 °o °0 0 0 0 m m ~ O r 0 0 mu m n- n o °o a .n I °m C ^ c ITS n a .co 'R m c o N I o N I `N s I o It I o N cm I V m I Q •I N p M n I Mn T I S S m N N V O p O O N O 6 O N O O m O m n in O o rn m m m r n o m m m m n n M N N N N N N M N N N N N N ~n ~n in m m ~n in ~n ~n ~n in ~n in m (g) uopenei3 (g) U0118AO13 S o N N T p O O N f N 0 o O ~ ca cc •OMN h Q o d 3 0 co m ~ m o n p o m o O C y O M m T N o N 0 0 N m O O 1(1 O i[l O ID O O O N O y O N O IA O ~ O 0 o m rn m m r n o o rn m m m r r M M N N N N N N M M M M N N N N N N 4A N N In h M h N ~ m O il'~ h m ~ N m O (g) uogena13 - (g) uogenel3 ` I a I a a ` d y m + . ~ ~ °c ~ Q a i ~ I W 3 d m V ~ I" ILL ~ ~ LL ,LL V C « y a f > °s c ~ I ' w I U 3 ~ - m I Q °c v ti J' I~1(j I~IJ W ? m IW I3+~ jm I CL 0- 0 in N O O O D 0t7 N + N r C ca d n O O h l6 d ~ o O O fn C O N X °o N O O M O N O O O O m O O O r O O (y) uoiyenaIg d ~ .U U m G I LL LL' LL c N N J I W 3 iU U J m O ° O 0 O O ~ ~ m O { O O 13 C C R ° N ° J Q.'i w o ° do I °o f I U) U) I O ti n~ I 'a m I c N 0 onn I 0 CL a o I C v L n ° CL o ° O N N N V O O ° O 1A O Y'S O N G G ONi A m ~ n r m N N N N N N 1~ N N ~ ~ ~ IN In IA In 1n ~ In IA (g) UOilen013 (u) U01lene13 ° o N O o CD rb N N T 0 O O _ T O N N ~ C O i C I d O~ O d 0 O I + O r ° r I in N m .ocn in 'o V ~ ~ v d o o d It m x o m 0o U) N o ° N 0 O T Q v O O 0 o ° T1 o ~n o u; o ° o °o 'n in o 'n rn m m° °n In N h to O N N (g) UO!lenal3 (g) UOBena13 a a a ~ o vac m I W I a a T a p > 9Y a C I.- ILL LL' LL ~ C m 10 `,C N o_ +a > ~ •Y m I m v la a~a > > des ~ I W 3? U ~ J c m I ' ~ CL D- (a c = ~ ~ I ~ W °o an N O ~ _ OLh N N O G (C d R o Q II p K ' O N O ~ ~n O p U1 O Q CL O N O ROJ N O O A m ~ O (y) UOIIEAal3 + o d c~ c ~ I m W i WHEAT RIDGE FIRE DISTRICT "Dedicated To, Serve Through Excellence", P. O. Box 507 • 3880 Upham St. • Wheat Ridge, CO 80034 • 303-424-7328 • Fax 303-940-0350 May 16,.2002 To: Joyce Mairwaring Director of Parks and Recreation City -of Wheat Ridge Wheat Ridge, Co'. 80033 Subject: Fire Department review for Manwaring Field Park located at approximately 48 Ave & Marshal Street. Dear Joyce; After a 'review of your proposed park located- at approximately 48 Ave. & Marshal Street, the fire department has determined that there are no fire requirements that need to be met at this time. It apprears that there is adequate access to the park in the event of an emergency response by our agency. Thank you for the opportunity to review the proposed plans., If there are any questions or concerns regarding this issue, I can be contacted at 303-403-5902, or Pager number 303-687-7336: Thank you for your help and consideration regarding this matter.' Respectfiilly, 4a%eloberts F.M., W.R.F.P.D. Cc: Darrin Morgan, CBO, City of Wheat Ridge City of Wheat Ridge WHEgrP Planning and Development Department Memorandum c~C ORA~O TO: Joyce Manwaring, Director Parks & Recreation FROM: Mary Austin, Planner (303-235-2852) Planning & Development SUBJECT: Manwaring Field Complex DATE: May 20, 2002 The plan set has been reviewed for compliance with the City's Code of Laws. The following items, as shown on the plan, are issues according to the City's code requirements: 1. One (1) street tree for every 30 feet of street frontage is required. This street tree requirement applies to both Old Arvada Road and Marshall Street. This should not be construed to mean trees placed 30 feet on center. The plan does not show the required number of street trees per the City's code requirement. ShrJY o1= if) ( A v s * :V 4 - I ' T f Q ` t - IF jrV~1 2. The plan does not indicate the minimum size of the plantings. The City's code requires a minimum of 2" caliper for deciduous trees, a minimum height of 6 feet for evergreen trees, and a minimum of 5 gallon size for shrubs. 3. Based on the size of the parking lot at 91 spaces, the code requires 4 handicapped parking "y spaces. The minimum width of an accessible parking space is 8 %2 feet with an adjacent 5 foot accessible aisle. One of the required spaces must be "van accessible" and served by an access V aisle a minimum of 8 feet in width. 4. There is insufficient information provided on the plans to determine whether or not the new entrance sign complies with City code. Data regarding the height and distances from property lines would be needed. b ~ k,- Please let me know if clarification is needed regarding any of these issues. City Wheat Ridge MEMORANDUM Department of public Works TO: Joyce Manwaring, Director of rks & Recreation FROM: Greg Knudson, City Engineer CC: Bob Goebel, Director of Public orks DATE: May 13, 2002 SUBJECT: Manwaring Fields Complex, Phases 2 & 3 - First Review Comments Thank you for allowing Public Works to review the construction drawings as submitted on May 6, 2002 for the above referenced project. I have the following comments, which need to be addressed: ' 1. The limits of the 100-year flood plain, and the floodway boundary needs to be clearly shown on the drainage plan. To facilitate this requirement, I am attaching a flood hazard map of this area, and flood plain and floodway reference data for implementation into the next submittal by the civil engineer of record. 2. The grading being shown within the proposed work boundary, especially east of the new ball field, should not disturb the existing ground cover in order to avoid potential erosion to the existing slope. 3. The balanced volume of cut and fill quantities, and confirmation of no impact to the flood plain area need to be confirmed in writing by the civil engineer of record for this project. 4. Flowline spot elevations need to be shown at the radii point of curvature of the vertical curb and gutter proposed at the main entrance as red lined on sheet L3. Also, it should be noted on this same sheet that these radii are to match the existing grade along Old Arvada Road. Please do not hesitate to contact me at 303-235-2863 if you have any questions regarding these comments. D:\Projects\ManwaringFields_Phases2 6 3\ReviewCommentsl_Memo _Joyce.wpd / i~ FLOODING SOURCE FLOOD PLAIN DATA . FLOODWAY DATA IDENTIFICATION CROSS SECTION STATIONI 100-'YR. DISCHARGE THALWEG 10-YR FLOOD 100-YR. FLOOD 100-YR 8000 PLAIN FLOODWAY WIDTH2 (CFS) ELEV. (MSL) ELEV. (MSL) ELEV. (MSL) FLOODWAY WIDTH (FT) LEFT (FT) RIGHT (FT) TOTAL (FT) ELEV. (MSL) 59 60 310+60 316+30 20,590 20 590 $225.6 5232.9 5233.8 2170 1240 SOS 1745 5234.1 61 316+50 , 20 S$O 5230.0 5232 0 5239.7 $240.2 3310 2345 480 2825 5240.5 TENNYSON STREET 62 p¢+85 , 20,5$0 . 5233.5 5239.7 5239.7 5240..5 5240.5 3300 2770 2240 17 220 2460 5240.5 )17+05 25 215 1940 5240.5 63 64 317+25 326+25 5 20,E 5233.6 5239.7 5242.2 2840 2750 60 2830 5242.2 65 224+E 20'soo 5235.3 5237.4 5241.4 5247 6 5243.0 5248 3 1875 1825 40 1865 5243.0 65.3 340+40 20,590 5239.5 . 5249.4 . 5251.3 700 155 1640 50 1690 5248.3 66.5 3µ3+g+60 5 20'500 S242.0 5249.5 5252.3 160 95 100 60 60 155 + SNERIOAN 6I V0 5242.8 5251.8 5254.4 f90 186 30 2610 5254.4 , . 344+20 (ADAMS COUNTY/JE FERSON COUNTY SOUK ARY) RALSTON CREEK 67 344+65 20,590 5242.9 5251.8 $255.2 S60 160 35 195 + 347+65 68 69 $52+95 14,520 5243.5 5253.E 5257.5 1510 380 770 1150 5257.5 70 363+15 14,520 5245.0 5253.4 5257.7 305 205 70 275 5257.7 373+10 14,520 5249.5 5255.0 5261.9 200 160 40 200 + W 52ND AVENUE 71 $80+60 14,520 5256.3 5259.9 5268.1 430 60 60 120 5268.1 72 381+17 14,520 5256.6 5260.2 5268.1 260 145 70 215 5268 1 73 388+20 14,520 5262.5 5268.7 5275.3 275 ISO 55 235 . 5275 3 74 396+00 14,520 5269.3 5275.3 5280.7 360 151 60 211 . 5280 7 75 405+90 14,520 5273.5 5260.1 5264.4 890 389 $61 750 . 5284 9 MARSHALL STREET 76 77 410+95 14,520 5275.0 5281.7 5285.1 160 110 5p 160 . 5285.4 411+55 14,520 5275.2 5261.7 535.3 160 115 45 160 5286 2 78 418+45 14,520 5279.0 5283.6 5289.4 485 232 44 276 . 5289.4 170 WEST 79 80 422+55 4 14,520 5280.5 5286.4 5290.3 160 100 60 160 5290.7 0 423 14,520 5281.4 5286.7 5291.1 150 90 60 150 5291.6 $1 424+50 14,520 5282.4 5267.2 5292.8 170 100 70 170 5292 9 1-70 EAST 82 427+30 14,520 5283.0 5288.1 5293.7 190 110 BO . 190 . 5293.8 83 428+00 14,520 5283.2 5288.8 5294.7 220 110 IIO 220 5295.2 84 439+70 14,520 5289.6 5293.6 5298.9 525 171 56 227 5298.9 84.5 446+00 14.520 5294.0 5298.8 5304.3 240 110 70 180 5304.3 WADSWORTH BL D 85 448+00 14,520 5296.7 5303.6 5308.6 161 71 90 161 5308.7 . V 86 449+15 14,520 $304.0 5306.5 5311.8 480 65 73 138 5311.8 Si 452+30 14,520 5304.5 5309.3 5314.9 495 145 227 372 5315.3 88 462+90 14,520 5310.6 5314.1 5317.1 680 160 100 260 5317.5 89 470+25 14,520 5311.2 5317.4 5321.3 810 415 128 543 5321.7 1. DISTANCE IN FEET ABOVE SOUTH PLATTE RIVER 2. FROM CENTER OF CHANNEL LOOKING DOWNSTREAM, MEASURED ALONG THE CROSS-SECTION LINE 3. U. S. G. S. DATUM n , t ~ fit + CONFINED TO CHANNEL tfI o FLOOD PLAIN AND FLOODWAY REFERENCE DATA URBAN DRAINAGE a FLOOD CONTROL DISTRICT FLOOD HAZARD AREA DELINEATION TABLE i CLEAR CREEK CON'T ADAMS COUNTY a JEFFERSON COUNTY LINO) CORPORATE LSFT~ I FOLLOWS CLEAR CREEK IJ/ r r I - I I~O !Q \ e ° I 8 O a" ~ b a ! WATER S ACE PROFILES III OR SWEET Z$ SRO/D mwrmx. RWVET SY KLL SIX+ET,RS A RAL PHOT 11AgR• x SOMRP A as SOC. TWODRA111C KAMW 1,' KLl lA " m cw mD wnR. Y MTE F] w I yam= ❑ 1SE ET II it I p' y i .I t•z A I. O ° Z D C7 / ' w obooQ4ba oa : ••~•a- I~\a: 00 ~Lln / l 1 3_-~p •Jn/J-•RECD cr / oO;--~ UD d.❑lQ,,~❑°~ _ i'; I o° d o q ° 6 ° O r LS❑ 00 rJ00v(~~~ O po pY+F e' r p ~'a o wo , / F• j ~ tl 1••• °WT • LJ O . I, C~ L O ~ TI r / ~O ~ a 4 i QDp~ p.,r` ❑ , ❑ I p ❑oOO o~~ ~ `~7 b~ i f ~I I , p ~:~J r 0 9 0 b o o Li I p I ! f,~g° ° O j J l QI ❑~1 O i ` _ ll O~~ O- Ca/~ ~ ~'~g. ~ ~~7gC7 -J~J,° ~ ~ Q,, y i~ I ~ •4 ~J \ ~ ~ I ql - P, O~~.j;,• ~ ~ . k ~Q ~p ~ ~q°ccF 4 19 wo,~,~a$ M.~t ".I . \ r ~i ~I E:.ro.wol-~.-0 O ❑ D D ; Oq w a _III ± _ y `a c9- E :f 6 c O.' °Oo°i G'] v'iS ~y / o,l . _ , .I i~ w ~~/zN ❑00❑O Q ` CIL3~ 0❑6 Qwr•Le ~ r QQII 1~b ~E0 }0, ° oDoGo9 o~ tl w F a Y ~I \ q Drl -YJJJ Si F LI -{7 LJ ` u" 'w ]iu < I~IIp OO b°a Q ly~!I~• I 1; IL ` I I I //4a ❑ ❑ JL"J1~i[_L3„ `s57 s q,0 I i ❑O I.45 ,f w a!;r °I -JI y l ! D° ~ :~.o bJ ° ~ MD eM -YZZ.J 0~ UQO❑ - ~ c"s" Cfiio-~ r~~J_ _ `I J/\y-I~ - 1 `-p I'0= w ❑[jpOa srO u z-..° ",y-.M1LI;°}]))$(}°~~[- 71 6m r g' ~n ~ A ~OJJo°On ~G ❑ : , u o° °J Ll lS° h ~'r.~ hl o ~a : rE i ; ` b Mi M . j a C _~ly~`~]~,~ ~ - n 1.J~7 w`. I' °8 .yp~ I. O-'S,+• ~ C •4 C = wR I IL+(~ N,MG ~L.r 9n. ❑S~ ~i(j('''j° `J~ ° ~0~~ ULJ •y R •V S a i (•I ° •w " R°r~ T. -M'a' oil "'1yO,1QSd~0- _U w~M \ l.7 ` • . . J 0-I`y(~L1TJT ~~a I WCY •~l'/I O ° r ' ` I _ i• `L{ ~ L M E Luf a jo ,o y o moo ° - { w g .V G ° OQ r' i o I ° I I L1k❑j((`~°c w ~Ob-~I. QO ~_J:r I' ~\~j ZZJJ w. J~'~J~~II'.T1~ `n' i r}'t•< f'~ I~ t`.~ sV I~ _ V ~ } • IJ U V~O_ C{~ 4 6 E.~ }Y © V y ~ ~ ' i~ •w • ° J f .w Il~t~ lll~~~ 4r(^0 ~~,o .19 Cl _ a - y U O ' V ~I jug/ I I ~o M I i/ ','~~'''"~(J j •i x v 4 I ~ w - Y ~i: y P,J % _ qei pq j o p w \ I~LJ 00 OCVp DJLR F. MTES~f-mss FLOOD HAZARD AREA ceuNEAMON CLEAR CREEK SH E CROW WAR ..aTE1s~ URBAN DRAINAGE; ;AND FLOOD. CIXVTROL DISTRICT ADAMS COUNTY a IEFFERSON COUNTY oioa° - C&W _$171 _ ADAMS COUNTY a JEFFERSON COUNTY CLEAR . CREEK 391+05 TO 431.+30 WI JOB 1ER1ED aVE . of wHEgr LAND USE CASE. PROCESSING APPLICATION of wHEq, ~o Planning and Development Department _ vc 7500 West 29" Avenue, Wheat Ridge, CO 80033 Phone (303) 235-2846 ~~LORA00 _ C~LORA00 (Please print or type all information) Applicant City of Wheat Ridge Address 7500 W. 29th Ave. Phone 303-234-5900 City Wheat Ridge State CO Zip 80033 Fax 303-234-5924 Owner SAME Address Phone City State Zip Fax Contact Joyce Planwaring Address 4005 Kipling St. Phone 303-231-1308 City Wheat Ridge State CO Zip 80033 Fax 303-231-1350 (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): 4900 P7arshall St. 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) >M 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 ❑ Site Development Plan approval ❑ Variance/Waiver (from Section ) 11 Zoning Ordinance Amendment ❑ Other: Detailed description of request: Class I Special Exception to allow fill and fencing within the Clear Creek 100-Year Floodplain Required information: Assessors Parcel Number: 39-133-04-004 Size of Lot (acres or square footage): 264, 671.0 S. F. Current Zoning: R-2 Proposed Zoning: Parkland Current Use: Athletic Fields/Recreation Proposed Use: Athletic Fields/Recreation 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. Applict other than owners submit power-o£ attorney frome owner which approved of this action on his beh Signature ofApplic Subsc ' ed an d sworn to me this f" v day of,(, 4 '20 r PO` oF eon° A ,o" Notary Public MY COMMISSION EXPIRES: My commission expires D.P.Pmbpy 23, 2002 r r• r r Date received Fee S Receipt No. Case No. Comp Plan Desig. Zoning Quarter Section Map Related Case No. Pre-App Mtg. Date Case Manager Jefferson County Assessor System 1~ Assessor Home Jeffco Home New Search 100 Jefferson County Pkwy Golden, Colorado 80419 303-271-8600 http://w 4.co.jefferson.co.us/appstserv ...isplay?sch=188601&searcb=6&ptype=&sale= Sch:188601 Parcel ID:39-133-04-004 Active:Exempt Property Type-.Er Property Address:04900 MARSHALL ST &nbspWHEAT RIDGE CO 80033 Mailing Address:07500 W 29TH AVE &nbspWHEAT RIDGE CO 80033 Owner Name CITY OF WHEATRIDGE'I Neighborhood:0337 Area:N/A Subdivision Name:BERKLEY HEIGHTS 2ND FLG 9 IOOG 13 P _ 4 OOB 13 0 OOC 13 I' 9 OOB 13 3 N (16771 vV 147320 1.0 (Sale Date lSale Amount (Deed Type Reception 12-01-1985 F 0. - CONVER0t 06-18-1998 -i 0~ ~ General Warranty Deed' F0634201 06-18-19981 Commissioner's Deed j F0634202 i Records Disclaimer: This information is prepared as an ongoing commitment to the public to provid accurate, quality and up-to-date information to the public. This is an informational service and will be maintained during normal business hours, 8 a.m. to 5 p.m., Mondays through Fridays. If any service interruption in service occurs during non-business hours, the problem will be addressed at the beginning of the next business day. Jefferson County makes every effort to produce and publish the most current at accurate property information possible. Jefferson County assumes no liability whatsoever associated with the use or misuse of this public data. Send mail to assessorAlco.jefferson.co.us with questions or comments about this Web Site 1 oft 7/18/2002 3:51 PM Case No.: F0204 _ Quarter Section Map N App: Last Name: ity Related Cases: App: First N ame: c/o Parks & Rec. Case Histor y: Owne r: Last Name: ame Owner: First Nam e: App Addre ss: Review Body: City, State Z ip: App: Pho ne: APN: Owner Address: 2nd Revie w Body: City/St ate/Zip: - 2nd Review Date Owner Phone Decision-making Body Project Address: 900 Appro val/Denial Date: Street Name Marshall Street City/State, Zip: Wheat Ridge, CO 80033. Re so/Ordinance No.: Case Disposition: Project Planner: Reckert File Lo cation: ctive Notes: r. Follow- Up: o.: W13 Class I Special Exception to. Ilow expansion of Manwaring Field dm. dm... Conditions of Approval: District: II__ _ Date Rec eived: 11012002. Pre-App Date: F_ MEMORANDUM I Approved Date DEPARTMENT OF PUBLIC WOM TO: Meredith Reckert, Senior Planner FROM: Bob Goebel, Director of Public Works/Flood Plain Administrator DATE: March 25, 1999 SUBJECT: Manwaring Field / Flood Plain I just wanted to keep you informed as to the status of the Kurt Manwaring Baseball Field project near Clear Creek and Marshall Street. As you know, the site is within the A Flood Zone of Clear Creek. I have just approved a site grading plan for phase one only which is the western most ballfield; the Kurt Manwaring field. The grading has no impact to the flood plain and, therefore, did not require a Class I Special Exception. The outfield fence has been approved and will be chain link similar to what was there. This portion of the property is outside of the floodway and UDFCD has also stated that they do not have a concern about this fence in this flood storage district backwater area. Some portions of phase ll, the eastern fields, are within the floodway and will require special consideration and a class I permit. Phase II has not been designed nor gone through the approval process yet. I will keep you. informed as things progress. c: Gary Wardle, Parks and Recreation Director 'Greg Knudson, Development Review Engineer