Loading...
HomeMy WebLinkAboutWZ-09-06Page 1 of 3 Meredith Reckert From: Erik Spring [ErikS @dcla.net] Sent: Monday, January 04, 2010 9:55 AM To: Meredith Reckert Subject: RE: 38th /Kipling park Great! We'll work on getting the final prints made, signed, and sent to you. Erik Spring Landscape Architect Design Concepts 303.664.5301 Uag, dcla.net From: Meredith Reckert [ mailto :mreckert @ci.wheatridge.co.us] Sent: Monday, January 04, 2010 9:44 AM To: Erik Spring; Carol Henry Cc: Joyce Manwaring Subject: FW: 38th /Kipling park All corrections have been made so we are ready to record. Please provide a blackline, photographic mylar with original signature and seal of the surveyor in black indelible ink. We will take care of the rest. If you have any questions, please call at 303 - 235 -2848. M Meredith Reekert, AICP Senior Planner Office Phone: 303 -235 -2848 3 h e- C dl s4 yy act Nd cy4_: teihLt..l.5 :2k`FEi Y35 g5j_yl �'"`" From: Dave Brossman Sent: Wednesday, December 30, 2009 1:52 PM To: Meredith Reckert Cc: Steve Nguyen Subject: RE: 38th /Kipling park Hi Mere — I took a look at the FDP for the park at 38 & Kipling and found it approvable by PW (please see attachment). David F. Ilrossman, P.I„ S. Development Review Engineer Office and Fax: 303 - 235 -1864 u��}ro.ci,u_17catridgc cc u> 1/4/2010 Page 2 of 3 Cii� of W 16- at 1CIfTe, From: Meredith Reckert Sent: Wednesday, December 30, 2009 12:19 PM To: Dave Brossman Subject: FW: 38th /Kipling park Meredith Reckert: AIC P Senior Planner Office Phone: 303 -235 -2848 ,r LAV Of yy ' { {y }1C3 idigo [. +�sttq VII t�i'•F3C From: Erik Spring [mailto:ErikS @dcla.net] Sent: Wednesday, December 30, 2009 11:30 AM To: Meredith Reckert Subject: RE: 38th /Kipling park Got the FDP ready for your review. Let me know if you have any comments. Erik Spring Landscape Architect Design Concepts 303.664.5301 blog..dcla.net From: Meredith Reckert [ maiIto :mreckert@ci.wheatridge.co.us] Sent: Wednesday, December 30, 2009 8:32 AM To: Erik Spring Subject: RE: 38th /Kipling park Not a problem, Erik. Just checking to see where things are. Glad the PW issues are resolved. Meredith Reckert, AICI' Senior Plasmer Office Phone; 303 - 235 -2848 y y j1[ X y L — From: Erik Spring [mailto:ErikS @dcla.net] Sent: Wednesday, December 30, 2009 8:14 AM To: Meredith Reckert; Carol Henry Subject: RE: 38th /Kipling park Hi Meredith, 1/4/2010 Page 3 of 3 Thanks for checking in. We have been working on getting the plans approved by Public Works because their comments were rather extensive. That process has taken longer than anticipated. We just got word last week that the plans are approved. Our next step is to compile the sets necessary for the FDP and Building approval. It's tough making these things happen right now with people being out for the holidays, but we hope to have these items complete within the next week or so. As we discussed, I will send you the plans as PDFs for you to review and approve before we submit hard copies. We have also hit some snags with Consolidated Mutual and Westridge for the water and sewer taps. The soonest they can meet with us is the 12th. We hope to work our way through the plans with them and get their approval at that time. Erik Spring Landscape Architect Design Concepts 303.664.5301 bloq d cla.net From: Meredith Reckert [ mailto :mreckert @ci.wheatridge.co.us] Sent: Tuesday, December 29, 2009 4:45 PM To: Carol Henry; Erik Spring Subject: 38th /Kipling park Hi, Carol and Erik I just wanted to check on the status of the FDP revisions, as well as building permit submittal for the 38th and Kipling Park. I know that my comments related to both documents were fairly minor but had not been fully addressed. It would be beneficial to finish these outstanding documents as I believe the bid has been awarded for construction which is soon to commence. Happy holidays! Meredith Meredith Reekert,.AW - P Senior Planner , 00 W. 29 iAvc1luc \ \'hoat Ridec. CO 80033 Office Phone: 303 -23 - FAX: 303 -23 -2S5" wwiv.ci.wheatridee.co.us N CI a cA W1 _�atl'WidcTc C.f7S9 M4�h31} ICIk; IXS['S1i �iT CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information- It is intended only for the use of the individual or entity trained above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e -mail, attaching the original message, and delete the original message firm your computer, and any network to which your computer is connected. lhank you. 1/4/2010 City of W he-at judge PUBLIC WORKS Memorandum TO: Meredith Reckert, Senior Planner FROM: Dave Brossman, Development Review Engineer DATE: December 30, 2009 SUBJECT: FDP for the 38 °i & Kipling Park I have completed my review of the above referenced documents received on December 30, 2009 for the proposed City of Wheat Ridge Park located at 3700 Kipling Street, and have the following comments: 1. The Legal Description has been rotated onto the Current City Datum per previous comments. 2. All previous comments have been adequately addressed for the Final Development Plan; the document is hereby approved for Mylar(R by Public Works. 38th & Kipling W R City Park FDP - approval (I2- 30- 09).doc City of _ ]- j j" Wheat�dge COMMUN1Ty DEVELOPMENT City of Wheat Ridge Municipal Building November 9, 2009 Joyce Manwaring 4005 Kipling Street Wheat Ridge, CO 80033 Dear Ms. Manwaring: 7500 W. 29" Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to your submittal for approval of a building permit for construction of a municipal park located at 3700 Kipling Street. I have reviewed your submittal and have the following comments: BUILDING PERMIT APPLICATION FORM Please verify that the address of the park will be 3700 Kipling Street. Upon issuance of the permit, an address assignment notification will be dispersed to all necessary public and private agencies. SHEET L1.0 A site data table should be included on this sheet. This would correspond with the "Land Use Chart" on the FDP document. SHEETS L3.0, L3.1 AND L3.2 The landscape plans submitted with the building permit are consistent with that included in the FDP (Final Development Plan) document. However, no quantities are shown. Amend the planting schedules to indicate quantities for the different varieties of plant materials on these three sheets. LIGHTING PLAN A lighting plan will be required meeting the standards of Section 26 -503 of the Zoning and Development code. This sheet should include photometric information which shows location of fixtures and lighting levels in footcandle readings, lamp types and wattage, mounting heights of fixtures and cut sheets showing design and finish of all fixtures and designation as cutoff fixtures. MISCELLANEOUS 1. All fencing on the property shall be considered a part of this permit. 2. All property identification signs are not a part of this permit. A no -fee sign permit will be required for installation of these signs. www.ci.wheatridge.co.us Attached are review comments received from other city departments and outside agencies regarding the permit application. . City of Wheat Ridge Public Works Department. See comments from Dave Brossman dated October 13, 2009. 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: Community Development Meredith Reckert 303- 235 -2848 Public Works Dave Brossman 303- 235 -2864 Traffic Engineering Steve Nguyen 303 - 235 -2862 Project Supervisor Mark Westberg 303 - 235 -2863 Once the changes are made, please submit four copies of the revised plan sets. Three copies of the revised technical documents should be submitted as well. If you have any questions or need further clarification, do not hesitate to contact me at 303 - 235 -2848. Sincerely, Meredith Reckert, AICP Senior Planner c: WZ -09 -06 Carol Henry zE, City of - Wh6atl�idge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. October 13, 2009 Luke Mullranin Design Engineer JVA, Incorporated 1319 Spruce Street Boulder, CO 80302 303.444.1951 Wheat Ridge, CO 80033 -8001 P: 303.235.2861 F: 303.235.2857 Re: Second Review Comments of the Final Development Plan, Final Drainage Report, and Construction Plans for the Wheat Ridge City Park, whose location is bounded east and west by Kipling and Johnson Streets, and north and south by W. 35 and W. 38 Avenues. Dear Mr. Mullranin, City staff has completed the second review of the above referenced documents received on September 15, 2009 and September 25, 2009, and we have the following comments: DRAINAGE Final Drainage Report (Discussion): 1. The area for Basin H1 is not shown consistently in the documents. In some locations it is shown as 6.21 acres and in others as 6.20 acres. 2. The assumptions made for the off -site basins are not acceptable. This following should be taken into account in the design: a. A little over 3 acres appears to discharge across 35 °i Avenue to the park site from the area east of Kipling Street between 35 Avenue and the Rocky Mountain Ditch. The small ditch on the south side of 35` Avenue likely only conveys the minor storm runoff, most of the major storm runoff likely flows across 35` Avenue onto the property. b. Runoff from an additional 12 acres appears to be conveyed to the inlets at Jellison Court. Some of the runoff along 35` Avenue east of Jellison Court reportedly crosses 35` Avenue near the intersection with 34` Drive. However, minor storm runoff from this basin and the basin discussed above likely reaches the inlets. 3. The irrigation ditch discharges into the storm sewer along Johnson Street near the water feature. Therefore, the calculations for the culvert capacity must include the irrigation flows. 4. In the 1 paragraph on page 6 under the "Runoff, Detention, and Water Quality Pond" section, the water surface elevations provided for the WQCV, 5 -year, and 100 -year volumes do not correspond to the ones shown on the Drainage Plan. Please include the crest elevation for the emergency overflow spillway in the same paragraph. 5. A comparison of the historic and developed flows at design point 14 should be included. According to the calculations the 100 year flow of 16.79 cfs includes the discharge from the pond. The narrative seems to indicate that the pond discharge would be added to the 16.79 cfs. wwo. &NI heitridge.co.us Public Works Engineering October 6, 2009 Page 2 6. The ditch that crosses from Johnson Street to 38` Avenue is still noted as an irrigation ditch in the Conclusions. This ditch is a drainage ditch. 7. Please provide a P.E. seal and signature on the revised Final Drainage Report. Final Drainage Report (Appendix): 1. Include ajoint detail for the HDPE pipe. 2. The allowable release rate calculations need to be included. Final Drainage Plan: 1. As previously requested, provide the to -scale cross - sections A -A and B -B in the locations indicated on the redlined Final Drainage Plan (sheet FIG -1). 2. Need to rename the "Preliminary Drainage Map" to "Final Drainage Plan ". 3. Remove the "Not for Construction" text from sheets CL3 & CIA. 4. Please provide a P.E. seal and signature on the revised Final Drainage Plan. 5. Sheet C1.3 Grading & Drainage Details does not match the sheet with the same name and number found in the Building Permit Application construction plan set. Please be sure the necessary information corresponds and is included in the back sleeve of the Final Drainage Report. PLANNING Final Development Plan: In my previous comment letter I requested the Basis of Bearings be modified by one second to match the official City bearing found on the Current City Datum, as required by the City Code of Laws. Since several bearings in the Legal Description were modified on this submittal, the Legal Description now does not close as written. The error = 0.62' and the closure is only 1:5345. Per City Code, the boundary must close to a minimum of 1:50,000. Please double -check that all information shown is correct, and include a closure sheet with the next submittal. If the Legal Description is to be referred to as "As- Measured ", all found property pins used as well as those set need to be shown on the Boundary Survey on Sheet 1. The detention pond trickle channel is shown incorrectly on both the Site Plan (sheet 2) and the Landscape Plan (sheet 3). Please revise to correspond to the Final Drainage Plan. CIVIL ENGINEERING Construction Plans: General Comment: Please provide a revision date and a P.E. seal and signature on all revised Construction Plans sheets. sysvre.ei.wheatridge.co. us 33th_K piing WR City Patk_FDl' FDR_BPA Const Plans- revlew2 Combined Comments doc Public Works Engineering October 6, 2009 Page 3 Sheet Gl 0 (Existing Conditions /Demo Plan): I . Need to modify the Legal Description to match the one found on the Final Development Plan. 2. The sawcut line shown on the north end of the project (on the Apple Ridge Cafd property) needs to be identified as being done `By Others ", as nothing will be constructed in this area until next spring. Sheet C1.0 (Grading and Drainage Plan): 1. The "sawcut & patch asphalt" for the new sidewalk connection to the ramp at 38 & Kipling (NW corner of the project) needs to have a note stating `BY OTHERS ", as this work will not be completed during the park construction but rather when the Apple Ridge Cafe parking lot is reconstructed in the spring of 2010. 2. Need to include an attached (monolithic) 5 foot -wide sidewalk along with the proposed curb & gutter, from the north side of the park entrance to the existing ramp on the SW corner of 38 Ave. & Johnson St. This sidewalk is needed to provide a pedestrian connection from 38 Avenue to the new park. 3. Also needed to make the pedestrian connection and meet ADA requirements, a new ADA - compliant ramp will need to be constructed on the north side of the park entrance. 4. The 5' wide sidewalk discussed in comments 2 above may require a retaining wall or backside footer in the area adjacent to the existing ditch & proposed outfall. 5. Show the actual location and orientation of the 8 foot -wide emergency spillway. 6. There are 2 ADA ramps shown at the break in the center island in the parking lot. 1 am unclear as to why these are shown — please double -check whether these are really needed. 7. Provide a lip -lip or F dimension for the island opening described above. Sheet C1.2 (Grading and Drainage Plan): 1. For the ADA ramp at the SW corner of the project (at 35 Ave. & Kipling St.), provide a note stating "Attach Detectable Warning Panel to Existing ADA Ramp ", and show the panel on the ramp. Sheet CL3 (Grading and Drainage Details): 1. The details shown on this sheet do not match Sheet C1.3 found in the back of the Final Drainage Report. Please double -check this sheet is the same as in the Report (or visa versa). Sheet CIA (Grading and Drainage Details): 1. Please double -check the details on this sheet correspond to the sheet CIA in the Final Drainage Report. (In particular, the water surface elevations). Sheets C1.5 & C 1.6 (Storm Sewer Profile): 1. Need to include the hydraulic grade and energy grade lines on these sheets. Sheet C 1.7 (Erosion Control Plan): 1. This sheet appears to show erosion control subsequent to construction. Need to provide silt fencing along the length of the Kipling Street frontage, with some diversions into the vYtivw.ci.t�heatridge.enals 38th_kfpling WR Ciry Park_h DPJDR_BPA Const Plans - revimv2 Combined Conunentsdoc Public Works Engineering October 6, 2009 Page 4 site (see redlined plans) to prevent fugitive particles from entering Kipling which may occur during construction activities near that roadway. Sheet C3.0 (Paving, Striping, and Signa eg Plan): 1. Please identify the 2 signs at the entrance to the park. One is in the center island and the other on the northeasterly corner of the parking lot. 2. Need to show the 5' attached, monolithic sidewalk from the north end of the park entrance northward to 38 Avenue. 3. Show the ADA ramp on the northerly side of the entrance. 4. Remove the 2 ADA ramps on the center island of the parking lot. Sheet C3.1 (Site Details): 1. Need to include the following standard City details: a. C -D02 VCG.S W, Vertical Curb with Sidewalk (CS) Section. b. C -1302 8CROS SPAN -TITLE, 8' Crosspan. c. If applicable: i. C -D09 VCG.SW.FOOT, Sidewalk with Backside Footer ii. C -1310 VCG.SW. FOOTC, Sidewalk with Backside Footer Connection. iii. C -DI 1 VCG.S W. FOOTCP, Sidewalk with Backside Footer Connection Plate 2. Please include a modified version of the City's standard Midblock Trail Ramp detail. Please find the attached detail with redlined comments. To access the AutoCAD drawing, please visit the City's website at: I?ttp hvww. ei .wheatridge.co.us /index.aspx ?n i =330 and click on the Midblock Trail Ranip detail. 3. Need to modify the Typical Intersection Crosspan Detail to accommodate an 8 foot -wide crosspan. In addition, the crosspan and fillet areas need to be 10" thick as opposed to the 8" as shown. 4. Please remove the Asphalt Patch Detail. Any patching will need to be per the City Standard Asphalt Paving Section Detail found at the top of this sheet. If any asphalt milling /overlaying is anticipated, then include the City standard Asphalt Planing & HMA Overlay Detail. Sheet C3.3 (Street Plan & Profile): 1. The plan view and the profile view both need to be aligned (so the stations correspond vertically on the sheet). 2. Need to completely define the Johnson Street and W. 35 Avenue baselines using the Current City Datum coordinate system: a. Include north ings and castings for the beginning station (10 +00), the equation station (35 Avenue & Johnson St.), and the ending station. b. Provide the (City- based) bearings for both the Johnson St. & 35 ' Ave. baselines. 3. Darken the project benchmark information and place a note on all applicable sheets directing the reader as to where the baseline & benchmark info is located. You might consider including this info on sheet CO.1 General Notes as well. i"i ivA.w Nt aIri th e. co. its 38th_Kp1ing WR ON Patk_FDI' FDR_6PA Const Plans - tedew? Combined Connnentsd.c Public Works Engineering October 6, 2009 Page 5 4. There needs to be a pedestrian access from W. 38` to the park. Please include a 5' monolithic sidewalk with the 2.5' vertical curbing, from the north side of the park entrance to the match point at W. 38 "' Ave. 5. Identify the 7.5' monolithic curb, gutter, and sidewalk in comment 44 above as 7.5' Vertical Curb with Attached Sidewalk (CS). 6. Include an ADA- compliant ramp at the north side of the park entrance (south end of the 7.5' monolithic curbwalk). 7. Please provide the following curve data for ALL curves: a. Radius (R) b. Central Angle (A) c. The Arc Length (AL) 8. Need to provide the station /offset and elevation information for all of the following on the plan and profile views: a. All Points of Curvature (PC) b. All Points of Reverse Curvature (PRC) c. All Points ofTangency (PT) d. All angle points 9. Identify the proposed 2.5' curb & gutter as being Type CG2A Vertical Curb & Gutter. 10. There are far too many grade breaks for there to be good ride quality along Johnson Street. From a quick inspection of the cross - sections in this area, it appears only about 1/3 of the proposed grade breaks would be necessary. Please analyze the data and return a profile redesigned to achieve good ride quality. 11. Please rename all of the changes in grade shown in the profile from "PVI" to grade break (GB). Points of vertical intersection should be reserved for use in vertical curves only, where the grades intersect at a different elevation than the actual designed finished grade elevation. (Plus it's doubtful any of the construction workers performing the layout would understand "PVI" but they all know what a grade break is). Sheet C3.4 (Street Plan & Profile): I . The midblock ramp shown at about 18 +10 can not be constructed as a CDOT Type 1 A ramp. A modified version of the City's standard Midblock Trail Ramp should be employed (please refer to #2 under the Sheet 3.1 comments above, and also to the redlined detail attached to this letter). 2. The plan view and the profile view both need to be aligned (so the stations correspond vertically on the sheet). 3. Need to provide the station /offset and elevation information for all of the following on the plan and profile views: a. All Points of Curvature (PC) b. All Points of Reverse Curvature (PRC) c. All Points of Tangency (PT) d. All angle points 4. Please provide the following curve data for ALL curves: a. Radius (R) b. Central Angle (A) c. The Are Length (AL 5. Identify the proposed 2.5' curb & gutter as being Type CG2A Vertical Curb & Gutter. unvn.ei.ti heatridgaeo.m 39th_Kipling WR City Park FDP FDR BPA ConSt Plans- review? Combined Coi=enls.doc Public Works Engineering October 6, 2009 Page 6 6. Darken the project benchmark information and place a note on all applicable sheets directing the reader as to where the baseline & benchmark info is located. 7. Provide an equation station at the baseline angle point (at Johnson St. & W. 35 Ave.) 8. Rename all PVI's to BG's. Sheet C3.5 (Street Plan & Profile): 1. The curve at W. 35 Avenue and Johnson needs to be shown on a profile sheet —either this one or on Sheet C3.4. The stationing on the profile seems to be incomplete on the easterly side (through the angle point and the curve mentioned in comment 41 above). Need to include a note pointing to the existing ramp at W. 35 Avenue & Kipling Street, "Attach Detectable Warning Panel to Existing Ramp ". For all other comments refer to the comments for Sheets 3.4 & 3.5 above. Sheets C3.6 — 3.8 (Street Cross Sections): 1. Showing the street cross - slopes as being between 14% is not useful information. Please modify all cross- sections to depict the actual cross -slope grade percents. 2. Need to include the stations for all points of curvature (PC) and points of tangency (PT) in the cross - sections. NPDES /CDPS Permit and Stormwater Management Plan An NPDES permit is required for all construction sites greater than one (1) acre in size. The area of disturbance for the proposed expansion is greater than one acre and shall therefore comply with NPDES regulations. The NPDES permit for construction activities is issued by the State through the Colorado Discharge Permit System (CDPS), and may be obtained by contacting the Colorado Department of Public Health & Environment, Water Quality Control Division. A Stormwater Management Plan (SWMP) detailing the Best Management Practices to be utilized both during and also post construction is required with this development. A Copy of the CDPS Permit and Stormwater Management Plan (SWMP) shall be submitted to the Department of Public Works for review and approval prior to issuance of any Grading /Fill or Building Permits. Application for Minor Grading/Fill Permit Prior to the commencement of any onsite grading or construction activities, an application for a Grading /Fill Permit along with the fees due shall be submitted for review and approval. Right -of -Way Construction Permit(s) /Licensing Prior to any construction of utility service connections, public improvements, etc. which lie within the public right -of -way, the necessary Right -of -Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right -of -Way Construction Permits are issued only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development vi w ivxi.wheal ridge coma 38th_Ripling WR City Pmk_FDP_FD2_BPA Const Plans- review2 Combined Comments me, Public Works Engineering October 6, 2009 Page 7 Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, and any easement or ROW dedications. Drainage Certification Required Prior to C.O. or C.C. Upon completion of the drainage improvements, the Engineer -of- Record Mr. Charles R. Hager, P.E., shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The Drainage Certification Letter shall be submitted to the City for review and approval, and shall be accompanied with As -Built Plans for all constructed drainage facilities prior to issuance of any Certificates of Occupancy or Completion. Two (2) copies of the "As- Built' Plans are to be submitted as follows: a. 1 copy is to be signed & sealed on 24" X 36" bond paper, and b. 1 copy is to be on electronic media (CD /DVD -ROM) in r,uto('Af) 2 07 . chi forma? only. Two hardcopies and one electronic copy of all documents are to be submitted for review and approval with each submittal. The revised k!" P. F ni image k -' €, Hsu ldiug Pis a3"nit Conswu' , � i,ti)s tT .w v € €axa': S:c;t in sa6D'_r format. The electronic documents may be delivered either on CD -ROM with the hardcopies, or sent via e-mail to: dbrossman r( ci.wheatrid - The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer /City Surveyor CC: Steve Nguyen, Engineering Manager Meredith Reckert, Senior Planner Mark Westberg, Projects Supervisor File wn °w.cim heatridge. Co. us 33th_Kip1ing WR ON Pe,k FDP_FDR_BPA C.,,M Plans - reviewl Combined Conn,e,as doc 71 Moll 114YFT 4 Z 6" 1/4" LIP A ,p. t� J s MIDBLOCK TRAIL RAMP tnl r.� CITY OF WHEAT RIDGE C - D08 VCG.MTR CODE m DEPT. OF PUBLIC WORKS MIDBLOCK TRAIL RAMP ENGINEERING DIVISION OOIOkF� APPROVED BY SNN M07 y City of Wheat�dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building September 15, 2009 Carol Henry Design Concepts 211 N. Public Road Suite 200 Lafayette, CO 80226 Dear Ms. Henry: 7500 W. 29" Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to your resubmittal for approval of an administrative Final Development Plan approval for property located at 3700 Kipling Street. I have reviewed your second submittal and have concluded that all planning division comments have been met. Once Public Works is satisfied with the four sheets of the FDP package, a mylar can be made, signed and recorded with Jefferson County. If you have any questions or need further clarification, do not hesitate to contact me at 303 - 235 -2848. Sincerely, Meredith Reckert, AICP Senior Planner c: Joyce Manwaring WZ -09 -06 www.ci.wheatridge.co.us City of Wheat jdge - COMMUNITY DEVELOPM ENT Memorandum TO: Dave Brossman FROM: Meredith Reckert DATE: September 15, 2009 SUBJECT: Case No. WZ- 09- 06/38`' and Kipling park Please find attached the following: • Two copies of the FDP document plus original redlines • Two response letters • Two final drainage reports • Two sets of civil construction plans Please review and comment at your convenience. I have already reviewed and approved the changes. Once you are comfortable with the FDP portion, mylars can be signed and recorded with Jefferson County. � 1111rG.1 Final Drainage Report Wheat Ridge City Park At 3700 Kipling Street Wheat Ridge, Colorado JVA, Inc. 1319 Spruce Street Boulder, CO 80302 P: (303) 444 -1951 F: (303) 444 -1957 JVA Project No. 1518c September 11, 2009 l September 11, 2009 Mr. David Brossman, PE City of Wheat Ridge - Engineering Development Review Public Works Administration 2nd floor 7500 W 29th Ave Wheat Ridge, CO 80033 RE: Final Drainage Report — Wheat Ridge City Park 3700 Kipling Street City of Wheat Ridge JVA Job No. 1518c Dear David: JVA. Incorporated 1319 Spruce Street Boulder, CO 80302 Ph: 303.444.1951 Fax. 303 4441957 Toll Free: 877.444.1951 Web site. www.jvajva.com E -mail: info@jvajva.com The following Final Drainage Report and attached drainage map for this project have been prepared for the above referenced project. The drainage report and drainage map have been produced in accordance with the City of Wheat Ridge Site Drainage Requirements. It is our understanding that the information provided herein meets the requirements of the City of Wheat Ridge for the drainage study and plan submission required for the Outline Development Plan. Please note that this Final Drainage Report was prepared under my direct supervision in accordance with the City of Wheat Ridge Site Drainage Requirements, and complies with the provisions thereof. It is understood that the City of Wheat Ridge does not and will not assume liability for drainage facilities designed by others. If you have any questions or comments regarding this Final Drainage Report submission, please feel free to call us to discuss. JVA, INCORPORATED Luke Mullranin Design Engineer Charles R. Haig Vice President B O U L D E R I FORT C O L L I NS I W I N T E R P A R K I B 0 Z E M A N ENGINEER'S STATEMENT: "I hereby certify that this report (plan) for the Final drainage design of Wheat Ridge City Park was prepared by me (or under my direct supervision) in accordance with the provisions of the City of Wheat Ridge Standards and Specifications for the owners thereof. I understand that the City of Wheat Ridge does not and shall not assume liability for drainage facilities designed by others." Signature: Charles R. Hager, IV m; y 3 e 6 „ Registered Professional pl�eer z State of Colorado No. 3`a'• 1 b 4 Final Drainage Report Wheat Ridge City Park at 3700 Kipling Street Wheat Ridge, Colorado for City of Wheat Ridge JVA, Inc. Consulting Engineers 1319 Spruce Street Boulder, CO 80302 (303) 444 -1951 fax(303)444 -1957 JVA Project No. 1518c September 11, 2009 CONTENTS FINAL DRAINAGE REPORT Contents................................................................................. ..............................1 Introduction........................................................................... ..............................1 Site Drainage and Existing Facilities ................................... ..............................2 Proposed (Developed) Drainage ...................................... ..............................2 Stormwater Management Plan .......................................... ..............................6 Conclusions........................................................................... ............................... 7 References............................................................................ ............................... 8 APPENDIX A —MAPS AND FIGURES APPENDIX B — CALCULATIONS APPENDIX C — DETAILS FIGURE 1 — EXISTING AND DEVELOPED DRAINAGE MAP Wheat Ridge City Park - Final Drainage Report FINAL DRAINAGE REPORT INTRODUCTION GENERAL LOCATION The City of Wheat Ridge proposes the construction of a recreational park at 3700 Kipling Street. The legal description of the property is: a part of the West one half of the Northwest one quarter of the Northwest one quarter of section 27, Township 3 south, Range 69 west of the sixth principal meridian, City of Wheat Ridge, County of Jefferson, State of Colorado. The site runs for three blocks, north and south between Kipling and Johnson streets from West 35 Avenue to West 38 Avenue. The north portion of the site is bordered by the Apple Ridge Cafe and associated parking. The development plans and this drainage report currently include the areas directly to the east of the Apple Ridge Cafe. To the south and east of the site is residential development and light commercial to the west. SITE DESCRIPTION The site is currently undeveloped and slopes down between 2% and 9% from south to north. There is native grass over the majority of the site and no trees. No major drainage exists on the site, although there is an irrigation ditch that starts at the southwest corner of the site, and continues along the south then east boundaries. U.S. Department of Agriculture, Soil Conservation Service mapping of the area indicates the soils are predominantly Denver - Kutch -Urban land complex (5% to 9 %), Nunn -Urban land complex (2% to 5 %), and Nun -Urban land complex (5% to 9 %). These soils are classified as hydrological soil group C. Soils mapping is included in the appendix. PROPOSED PROJECT The proposed construction is a recreational park with associated parking, concrete walks, an amphitheater, basketball court, and covered picnic shelters. The majority of the park will be maintained landscaping. Utilities include sanitary sewer piping, water piping, irrigation piping, and a detention pond. MAJOR DRAINAGE BASIN DESCRIPTION According to the Flood Insurance Rate Map Panel Number 08059CO215E, dated June 17, 2003, the site is located in Zone X, outside of the floodplain area. A copy of a portion of the referenced flood map that depicts the site location is included in the Appendix. The site is approximately 2,300 feet from Clear Creek and all existing drainage from the site makes its way to Clear Creek via Lena Gulch. Basins Hl and H2 correspond to the site that is to be developed and consist of undeveloped land. The entire site drains towards the north and northwest with slopes varying from 2% to 9% Wheat Ridge City Park — Final Drainage Report 1 SITE DRAINAGE AND EXISTING FACILITIES The historic drainage is a single major basin of approximately 7.42 acres with an average imperviousness of 2 %. The major basin can be divided into two sub basins. Runoff from basin Hl, with an approximate area of 6.21 acres, sheet flows across the basin to the Kipling Street right -of -way and ultimately discharges to Clear Creek via Lena Gulch. Runoff from basin H2, with an approximate area of 1.21 acres, sheet flows across the basin and leaves the site along the north property line. An existing offsite basin, Basin HOS1, includes the adjoining 35 Avenue paving and the west half of the adjoining Johnson Street right -of -way which flows to a swale along Johnson Street. The swale flows north to an outfall where runoff makes its way to Clear Creek via Lena Gulch via an existing 24" culvert at 38 Avenue. There is also an undefined offsite basin south of the site, HOS2, which flows to an easterly flowing roadside ditch along the south side of 35th Avenue. This runoff terminates at an existing inlet with a culvert that directs flows to the onsite swale. Runoff from Basin HOS2 is limited by the size of the culvert connecting the existing 35 Street inlet to the onsite Swale. For the purposes of this project's drainage design, the flows shown in Table 1 and Table 3 represent an 18" culvert flowing at full capacity at a slope of 2.5 %. Flow calculations are located in Appendix B of this report. An � flows from HOS2 that do not enter the existing inlet and pipe will overtop 35 and flow to the east or to the east side of Johnson Street, therefore will not affect this project storm system. Table 1 below shows the areas of the historic basins along with 5 -year and 10 -year flows. Table 1: Historic Basin Areas and Flows BASIN DESIGN POINT AREA (Ac.) DIRECT RUNOFF (CFS) Qs Qroo Hl Hl 6.21 3.20 18.78 H2 H2 1.21 0.67 3.96 HOS 1 H3 0.82 1 1.43 3.27 HOS2 H4 1 9.00 9.00 An existing irrigation ditch starts on the southwest corner of the property runs east toward the comer of 35 Avenue & Johnson Street. Flows are then conveyed north toward 38 Avenue, before entering the public storm drain system. Wheat Ridge City Park — Final Drainage Report 2 PROPOSED (DEVELOPED) DRAINAGE DRAINAGE DESIGN CRITERIA The proposed storm drainage facilities are designed to comply with the City of Wheat Ridge Storm Drainage Design and Technical Criteria Manual and the Urban Drainage and Flood Control District's Drainage Criteria Manual (USDCM). HYDROLOGIC METHOD AND DESIGN STORM FREQUENCIES - The Rational Method (Q =CIA) was used to determine the storm runoff (Q) from the areas tributary to the new storm system, with composite runoff coefficients (C) and contributing areas (A) given for design points in sub - basins. Intensities (I) were determined using the City of Wheat Ridge's Time - Intensity- Frequency curves. Post development Time of Concentration (tc) calculations for each basin, corresponding rainfall intensities, composite runoff coefficients, and storm flows for the 5 -year and 100 -year storms for each basin are provided in the Appendix. PROPOSED SITE BASINS As shown on the attached Figure 1, the site has been divided into two major basins (Basins A and B) and numerous sub - basins. Major basins were established based on the outfall points and sub - basins based on the inlet collection areas. Runoff from the site will flow overland into the proposed storm sewer area drains and to the proposed detention pond located along the north property line. Ultimately, the flow will discharge to Clear Creek via Lena Gulch. Basin A is comprised of the majority of the site and is approximately 6.40 acres. Basin A is subdivided into multiple sub - basins: Basins Al, A2, A3, and A4 correspond to portions of the athletic field and nearby grass area, which is mainly comprised of sod. Runoff from these basins sheet flow in a northerly direction and will be captured by area drain inlets. Flows are conveyed through the storm sewer system towards the water quality pond and detention on the north side of the site. Basins A5 correspond to portion of the site located near the central plaza area. The basin is mostly comprised of sod, with some portions concrete. Runoff from the basin will sheet flow in a northerly direction and will be directed to a grass swale located west of the parking lot and detention pond. The swale will discharge runoff to the proposed detention pond. Basin A6 corresponds to a portion of the site located north of the plaza area, which includes the parking lot and an adjacent grass area. This basin is comprised mostly of sod and asphalt. Runoff from this basin is conveyed in a northerly direction and will be captured by a 5' single combination inlet in the northwest corner of the parking lot. Flows are conveyed through the storm sewer system towards the pond. Basin A7 corresponds to the detention pond itself, and a small portion of adjoining area. This basin is mostly comprised of sod, seeded grass, and a small amount of concrete. Runoff from this basin sheet flows into the pond. Wheat Ridge City Park — Final Drainage Report 3 The following table outlines the areas, 5 -year, and 100 -year flow rates for each of the sub - basins. Complete tables and design calculations, including routing information, for Basin A can be found in the Appendix. Table 2: Develo ed Basin `A' Areas and Flows BASIN DESIGN POINT AREA (Ac.) DIRECT RUNOFF (CFS) ROUTED RUNOFF (CFS) Q5 Qioo Q5 Qtoo Al 1 1.03 0.87 4.04 0.87 4.04 A2 2 0.31 0.27 1.25 1.13 3.05 A3 3 1.17 0.94 4.56 0.94 4.56 A4 4 0.49 0.41 1.84 2.37 6.32 A5 5 1.65 1 1.92 6.16 1.92 10.96 A6 6 1.42 2.20 6.67 2.20 6.67 A7 7 0.32 0.19 1.17 6.04 23.10 POND 6.04 23.10 Basin B is comprised of approximately 1.03 acres along the east and west property lines. Basin B is sub - divided into three sub - basins which by -pass the detention pond: Basin B1 corresponds to an area along Johnson Street, in the southeastern portion of the site. This basin is mostly comprised of sod and concrete sidewalk. Runoff from this basin will sheet flow to the east towards Johnson Street where it will follow the flowline to the north where it drains into an inlet before being released into Lena Gulch and Clear Creek. Basin B2 corresponds to an area near the water play feature, east of the central plaza area. This basin is mostly comprised of sod and concrete sidewalk. The majority of runoff from this basin sheet flows in a northeasterly direction and will be captured by a slotted grate inlet, where it joins the runoff from Basin OS2 flowing through an 18" storm line to the outfall near 38 Ave & Johnson Street. A negligible portion of runoff from this basin may reach an area drain meant to capture water from the children's water feature. Basin B2 runoff will flow through the storm system to the outfall near Johnson Street and 38 Avenue. Basin B3 corresponds to an area running along the west side of the site near Kipling Street. This basin is mostly comprised of sod and mulch. Runoff from this basin will follow historical drainage patterns, flowing to the Kipling Street right -of -way. Basin OS1 corresponds to the Historic Offsite Basin HOS1. This basin is comprised of approximately 26,832 square feet of paved road and 8,779 square feet of landscaping flows onto the site from the south. The flows from this offsite basin join the flows from basins B1 and are conveyed through the storm sewer system towards a flared end section and outfall near the corner of Johnson Street and W 38 Ave. Basin OS2 corresponds to the Historic Offsite Basin HOS2. This basin contains tributary runoff which flows to a swale along the south side of 35th Street. Runoff from Basin HOS2 is limited by the size of the culvert connecting the existing 35 Street inlet to the onsite swale. For the purposes of this project's drainage, the flows Wheat Ridge City Park - Final Drainage Report shown in Table 1 and Table 3 represent an 18" culvert flowing at full capacity at a slope of 2.5 %. Flow calculations are located in Appendix B of this report. Any flows from HOS2 that do not enter the existing inlet and pipe will overtop 35` Street and flow to the east or to the east side of Johnson Street, therefore will not affect this project site. The following table outlines the areas, 5 -year, and 100 -year flow rates for each of the sub - basins. Complete tables and design calculations, including routing information, for Basin B and Offsite Basins can be found in the Appendix. Table 3: Developed Basin `B' and Offsite Basin Areas and Flows BASIN DESIGN POINT AREA (Ac.) DIRECT RUNOFF (CFS) ROUTED RUNOFF (CFS) Qs Qroo Qs Qroo B1 8 0.11 0.06 0.36 0.06 0.36 B2 9 0.27 0.17 0.95 9.17 9.95 B3 10 0.65 0.38 2.02 0.38 2.02 0S1 11 0.82 1.43 3.27 1.48 3.58 OS2 12 - 9 9 9 9 Additional calculations in the Appendix show the anticipated flows, velocities, and depths along the Johnson Street flowline. These calculations show that no curb topping will occur during 100 -year rain events. There are 3 onsite small diameter pipes with supercritical flows. The velocity of flow in each of these flows is less than 10 ft/s, therefore no additional construction instructions are needed. Additionally, there is a supercritical flow in the offsite 18" HDPE routing OS2 to the north. The pipe is anchored in no less than 6 locations, and does not require further construction instructions. The existing irrigation ditch will be upgraded to 12" ADS N -12 pipe. It will continue to follow existing drainage route, and outfall at the same location, therefore not impacting the existing drainage patterns. INLET DESIGN AND STORM SEWER DESIGN The onsite storm system, including the inlets and the storm piping system were designed to capture and convey the minor storm (5 -yr storm). The storm sewer pipes have been sized to carry the flows from the minor (5 -year) storm event, and do not have the capacity to convey the flows from the major (100 -year) storm event. Excess runoff from Basin A caused by the major storm will sheet flow overland to the pond. All inlet calculations and storm sewer routing information, including pipe size, type, percent grades, and type of flow can be found in the calculations in Appendix B. In addition, Figure 1, included within, contains pipe size, type, and slope information. RUNOFF, DETENTION, AND WATER QUALITY POND Site imperviousness was determined for the fully developed site, including all future driveways, parking, curb and gutter, concrete paths, play areas, skate areas, and landscape features. Wheat Ridge City Park — Final Drainage Report Based on the area and impervious data, the pond is required to hold 12,477 W (100 yr + 50% of WQCV). The pond has been designed to provide 15,283 W which exceeds the required volume. An outlet structure with a perforated metal plate has been designed to provide water quality enhancement features. The bottom of the pond by the outlet structure will be at 5404.00 and the WQCV water surface elevation will be 5406.37'. The water surface elevation during the 5 -year and 100 -year events will be 5407.49' and 5407.31' respectively. The top of the pond (berm) will be at an elevation of 5409.33'. A 2' concrete channel near the outlet structure will aid with pond drainage. Pond outlet structure calculations and details can be found in the Appendix. The 5 -year and 100 -year allowable release rates from the pond are 0.54 cfs and 3.43 cfs respectively. An 18 -in HDPE pipe will convey those flows to the proposed public storm sewer system. The sides of the pond are graded to a 3:1 slope, which satisfies the minimum requirement of 2 %. An emergency spillway with buried soil and riprap protection will convey the flows from the 5 -year and 100 -year storm events. The emergency spillway will be at an elevation of 5408.33' (1 -foot of freeboard has been provided for the pond per UDFCD standards). The berm forms a crest that will be armored with riprap to safely release the flows to the Johnson Street right -of -way. The flows will then travel north on Johnson Street and enter the proposed Johnson Street inlet and the proposed and existing 24" culverts which have excess capacity at design point 11 and 14. Anticipated flows = 3.43 cfs from the pond + 16.79 cfs from the storm system; pipe capacity = 34.66 cfs). Calculations for runoff, water quality capture volume, and the emergency spillway are provided in the Appendix of this report. STORMWATER MANAGEMENT PLAN The Stormwater Management Plan (SWMP) will be included in the final engineering plans, with all structural and non - structural Best Management Practices (BMP's) shown as required. No Building Permits or Grading/Fill Permits shall be issued by the City prior to review and approval of the Stormwater Management Plan. All erosion control measures must be in place prior to the commencement of any construction activities. STRUCTURAL BMP's Temporary structural erosion control features will be established during overlot grading and prior to the road construction. All erosion control measures will be maintained until vegetation becomes established. Vehicle tracking control and inlet protection BMP's will be included on the construction plans. Silt fencing will be installed at critical locations on the site with respect to current and proposed drainage. NON- STRUCTURAL BMP's Non - structural erosion controls, including project schedule, surface roughening and other pollution prevention measures, will be detailed in the construction activities of the SWMP. Permanent, perennial, native seeding will be established off and on site in locations specified by the SWMP. The seed mix will be provided in the SWMP reference. Wheat Ridge City Park— Final Drainage Report 6 CONCLUSIONS The historic site has an average imperviousness of 9.3 %. The proposed site will include approximately 16,007 square feet of paved parking, 50,899 square feet of concrete walk, and 1,257 square feet of roof area. The proposed development will increase average imperviousness from 9.3% to approximately 27.0 %. Most of the developed runoff from the site will be directed to inlets and conveyed to the detention and water quality pond. Detention will be provided by an onsite detention pond per the City of Wheat Ridge Site Drainage Requirements, and the latest methods endorsed by the Urban Drainage and Flood Control District. Flows from the pond will be routed to the existing irrigation ditch that transects the Northeast corner of the site. The detention pond will be designed to over - detain for increased flows generated by the proposed development. The storm sewer system will have enough capacity to fully convey the flows from the minor (5 -year) storm event. The referenced Developed Drainage Map on Figure 1 depicts the drainage design points, developed runoff sub - basins, and configuration of the proposed storm drainage system. Calculations, a vicinity map, and other reference materials used are attached in the Appendix. Wheat Ridge City Park — Final Drainage Report REFERENCES 1. "Site Drainage Requirements," Department of Public Works revised July 2009. 2. "Urban Storm Drainage Criteria Manual," Urban Drainage and Flood Control District, Revised June 2001. Wheat Ridge City Park — Final Drainage Report APPENDIX A - MAPS AND FIGURES Wheat Ridge City Park 3700 Kipling Street Wheat Ridge, Colorado LI�4� AW I IV - LA4 I" flit, 44 NO �M�vt RM $V 40tlj)kve V4 AVO I'm ik J u VICINITY MAP — NOT TO SCALE Hydrologic Soil Group — Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties (Wheat Ridge City Park Soil Survey) 39 39'46 54" 39'46'11' 39' 45 54" USDA Natural Resources Web Soil Survey 7/29/2009 Conservation Service National Cooperative Soil Survey Page 1 of 4 Map 5 ale'. 1:2,450 d punted on A size (65" x 11 ") sheet. N Meters t, 0 20 40 80 120 ,_ N Feet 0 50 100 200 300 , I , 0 z \\ 0 0 0 .9 0 0 z 0 0 0 0 , co 0 CD . 0 a -q 0 w a 0 3 g �2 - = 0 9 L 0 0 w R O L o w Ea 3 c o u' 5.0 0 0 go 0N - = 'S 5 g c Z u w = 0 EP M -0 .. ;u -, § 2 2 r 0 w,Z B 5 = : 0 IE 0 M 0 F 0 a -, 6 0 ma- = , � :E 0 M , , 0 w 0 > \ o C . ) 0 C: 0 = 'i > / \\ 0 - 0 z\ �n N 0 ■ 0 \! iE ;u Q) ;E: m 0 0 � � ) } ( \ Hydrologic Soil Group - Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Wheat Ridge City Park Soil Survey Hydrologic Soil Group Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long- duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B /D, and C /D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B /D, or C /D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. USDA Natural Resources Web Soil Survey 712912009 ;� Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group - Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Wheat Ridge City Park Soil Survey Rating Options Aggregation Method, Dominant Condition Component Percent Cutoff. None Specified Tie -break Rute: Lower USDA Natural Resources Web Soil Survey 7/29/2009 Conservation Service National Cooperative Soil Survey Page 4 of 4 N N N C0S N N N N N N N N rT3� m m m m a m Z Z m Z Z Z Z m 0 o d m d o m m m m m m m m D X X Imo G < D D D D D D- " - 'o 2 mo m m 0 2 m m�Nd O O0�-�3 'moN oOD3°= D D O o''£D O a 0 m 00 C> m s m O ° �c P O.°� Nd m m Z °1 a "m [A Cn m N = na SN m .mm O ° d dm °0.m d J 0 0 <0 P mm�.OS m <m m 3z O 3a o= 3 mm ^W-°« Wm °' ^ d '°' m �mm�o �n O �� m ' no m o m m m m ° mam m M> °,$ co °-m ^m 0g° 3m a. ry ° o mndoo � r 9• m !°. a3N°� O m om - r c m .. o a .°.v W o.o °'n_ mR m m $ad - "a o r °0 n (n �-° O s5 D m 3.0 Sm m O .00� ?m °., 3°, ^' t ° n ° mm m DO n o n � m :: 3/ m m <m ~ . o D.�+o �, m H ^. OEM 0 ZO s P m D m m r m a o m N o m -°.. mm D �' m a oAPn 30 o m y <<-0 "sy C= m 30 a'L mw m m o'Dom D rN d Q ama �o Z o < °3 m »-. ' m 3 ' °i n w 3 m° e¢o C7D LJJ m m Aso m N ° p o-� OmpO. T m m m "md0n 231 c m d° m O m ?e m` . m. 0 n S s y0 �rnj a o 03 Z z < » ^°'° o m. Drama ZD Z 00 � < m m O j • W m 3 d m a P n m (7 31 m a Po �, °a m a a �'c ' ~.0 W . o= c m <0° mm m f m m < m. os 30"o mS d w A��3 OON -m �° P m m o +o d m n Ta c m w mm OW .o m .,,z ° oo ,°, m 3 m m m m _.� °' �y mL ° °-' m m --1 -I �a� mm -,, o o� �3mm Om m c., mo Z d° 1,3• 0 P -° ra° <m. a C y mo svi- Z 0 3 m m an am m.. a To D P <=.c Nm -� z. ^. 0 ».y am$o O 0 `�`' 0 0 0 0 o m 3 o � ° o.m m n m. °aim m ° o. �m =¢ Z mmm - S 3A ad� C') o D 3s4ae 8�g a p r Z1 � o .� o : m M�B,. T `a se cn o $m Z r o n qq m C7 � ^� N m moo + m z! m roy j3 F[fr g - &'o � m P S mm m m om ^u mm m N 3 n �»mu ommga `'m s m 3m T.e °v QW WO U g�5$� m d � C fu F �wQy�' W 2� 'a O Wr G g�g p ¢ 3Ee - a w O ,QZ, W M I -an sf�� II O �j (q O Q p O W O 3 S P C IIL�. USE 9? N Q ��j/ a S LL U�'-I E LL ti d - 239a 8R FFLa N N a Y Y b3 133b15 G Q /310110 Q ? F 5 00 1S 113a3� Z s ° 133b13 S31S3 g 133tl13 1331ll8 1� U oby N 5 I a.NMV. y Z .�`+' m dz y ONdltlbO N 133tl160NMVO FP. 133tl{S 133 'ONtl1Nn ` # $133tl13 D..H 133b13w oy ONbf10H 2 € Ck ON✓ll HF 133tl15 '^ ��v y aa Q 23 133tl131A0M T 1 , 133b16 Y :ly)03 w W Q IAOx m m (W= - 133tl13 LwH ' g .� ' OH I C "` .i - I°.� O L' 1AOH 3JN3oN3d3oN1 + e V 6'2 ag � 133a1s w dial. x Z'- 4 Sttlt 3l ,{ 2� aB mnoJi wG a Qz Z 2 lS NOST3f r N o SNI N n' 6 0 STPEET I W S y y O N N ¢ N s ). * �W '; ✓ F' ) s: CYPeIt 133U15 NUSNHOI' F * y ' S a Y Y S CO RPORAT E LI MITS O 1:33x13 ' •'y ound'M w w - l3 3NIlM y m m301b0 i,� 133u13 33l Q '!W N W w 133tl1S 331 1 Nnowvabd 133tl15 b�illlw U w >. N $36] � � _� �N3H13 fj9]A G W f tl3lllVtl lbno3 b 2 Iw A SS a m M��£ 6 o Gw „^� Q ,{, ZZ 3 p 26y �b0 O3y P RdN So 9JOb w Z a� p w -. u u b N t lLnoJ tl31vW O a lanOJ N a 3 yaw �' � a 133d1s 6aoaVt� 1S 3tlO0W 6 yG 3tlOOWZ � X 6 0 > yo 4 on o w X 33O0w o- N na o p ° uJ Z Q y * 133tl14 NO51_N m m ¢ +O.C13,b 7G ONVtl - _ 0 mr W NtlWM3N ..� 133tl1S r3 ` S ° 133N15 NbWM3N F N 36 Y6j 13 r N0513N - PG Mtl0 n m 133b15 1HnOJ� 3_u F� ang 15 y %q0 s f n `Jtl0 3tlAbH 0 2 n FNW W 15 SN3M6 ° n p�isQ $ S nl {3l ` m S SN3MO Yc. W I 1J meQ . Y y > 3Ga N� 15 x 13itltld Y 133b16 SN3M0 a 13itltld i ¢ .r m bOP Z m . it �n NOStl31d N £' NO3d31tl___ Ox N 133b13n 4` . = �6 'a o Z Utl �T1 d 0 0 a NO5tl3N _� vvJ� �, 'O F a h N 1 1 s¢. °.G�ano� w� a ty, 3 j 5 °S. _' 133tl1s Trcnn 2w ma is x < °¢ rva� mak ltln s rt13 w LO/ oa ox V64013Ntld5NI0f N N APPENDIX B - CALCULATIONS T F 0 C n I T p b m m U 0 o m m 6 p m Oy_mp �Fn Rn m InNO O O O m m a a ma a tica�v� v 1a °R( m . 6 ON p m? ( ( O 2 dTw -1 W a Ay02o A A A 0 m p I ° um �^ J.�Nm y 0 O N O �� 0 O •I i 3 9 3 m 0 M n O W O 3 n O N 9pO Y � b P C 5 m L 3 m3 �g n � a 9 W co M 3 Zm 4 � +m Fn >>> m0 + mm po l+ m � p A m• CI � Z dmN 'F >> 0 Am��AAAfAll tO 0 N.W N�!/�D N Jm Jn N � mm mm d - m A N O m a AO J Oa A� NmN OA j/ $ m ny J J 3 �' vv N W N +m� +� m V+ (T J N N W O J J O J +rOV O W O N N ++ O+ O+ G O + - AN WtJ +fJAWL +IJC NN+ NN yD Oo O[T N(IiJ +NNNtOJ +W +vim +O'W EIWOO N+Nmtli lJ WG100 - N 00000000000 Af (O1�OP AO N a 00000000000 o oo WfOJN01 O141NONN N d NN W S p 00000000000 000 (� m 000000000ao oo.n + N N IT IIN t!i IlN t!t tT J f!N N Q N N ++ 0 V W W + O O O V m N W N O O Ov � 0 O A O O O g � � m U � +N(T OINdAN UW W V OOOtOOWAp0 `gy n n r ti + NN mIJ (JJA 3,r �3 Nm ION +b. 10 fJ iO Ja tp S �� N A � O m O� O ONO A N m�Y J A A 01 01 N W (T tT W N A A W A N 11 A 0 3 � mm WAOf JO JTEI OI�P %J .P Ut 01 A(OONO- +NONOW A(J 01 3 VOOtT o7 Cf0 - C7 ANtOJmO)N y Om O 9F' O NCI +IJ f0 GfJN N. l +IIA C d o O R 6 OI O fJA +W +- 'T mm m~ a A O A W W tO J ( 48- A N OI N T m F' 6 II (� Wtli+W++N +NON WWII > S fT t041G OQ�OCQ41 C fT AfO ;s O+ c . O �T +W.aWN�(O tG IO + n ,W fT 0110 fJ000lOO VINT WWII (T Af03C W�' =A.' b_ — 3 U 0 o m m 6 p m Oy_mp �Fn Rn m InNO O O O m m a a ma a tica�v� v 1a °R( m . 6 ON p m? ( ( O 2 dTw -1 W a Ay02o A A A 0 m p I ° um �^ J.�Nm y 0 O N O �� 0 O •I i 3 9 3 m 0 M n O W O 3 n O N 9pO Y � b P C 5 m L 3 m3 �g n � a 9 W co M 3 Fn cc m � p A m• CI � Z 'F m JVA, Incorporated Job Name: 38th & Kipling Park 1319 Spruce Street Job Number: 1518c Boulder, CO 80302 Date: 09/11109 Ph: 303.444.1951 B LAM Fax: 303.444.1957 - Developed Storm Runoff Calculations Table 603 - Storm Drainage System Design (Rational Method Procedure) Design Storm 5 Year *POND RELEASE RATE Direct Runoff - Total Runoff H1 H1 6.21 Inlets 15.90 1.01 3.18 3.20 Pie - Pi e Travel Time - Total C C C 15.90 1.01 3.18 3.20 Q N C _ v 4 H2 1.21 y 13.40 0.20 = 0.67 - "N m - - - ° o N 3.18 0.63 15.90 C N H1 +H2 3.83 t N F N Z N N LL 0.47 3.01 1.43 = - U) O) L m O w - L c Q c 18.50 0.47 3.01 v lA U ° E N m o� E Q w n o n c o o in o < of U U d F w C7 d Cl a V5 a > z (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (19) (20) (21) (13) (14) (15) (16) (17) (18) (22) (23) BASIN A (TO POND) 1 Al 1.03 0.22 9.60 0.22 3.92 0.87 - - - - 2'x2' Inlet 0.87 - - - - - - - At 9.60 0.22 3.92 0.87 6" HPDE 5.30 0.87 130.00 7.51 0.29 9.89 2 A2 0.31 0.22 9.20 0.07 4.01 0.27 - - - - 2'x2' Inlet 0.27 - - - - - - - - A1 -A2 9.89 0.29 3.87 1.13 8" HPDE 1.82 1.13 92.00 5.37 0.29 10.17 3 A3 1.17 0.20 9.50 0.24 3.94 0.94 - - - - 2'x2' Inlet 0.94 - - - - - - - - A3 9.50 0.24 3.94 0.94 6" HPDE 4.10 0.94 164.00 6.90 0.40 9.90 4 A4 0.49 0.22 11.00 0.11 3.71 0.41 - - - - 2'x2' Inlet 0.41 - - - - - - - - A1 -A4 11.00 0.64 3.71 2.37 12" HPDE 0.50 2.37 563.00 3.91 2.40 13.40 5 A5 1.65 0.33 12.90 0.55 3.49 1.92 - - - - Grass Channel - - - - - - - - - A5 12.90 0.55 3.49 1.92 - - - - - - - 12.90 6 A6 1.42 0.36 8.00 0.51 4.27 2.20 - - - - 5' Combo Inlet 2.20 - 12" HPDE 1.74 2.20 115.00 6.25 0.31 - A6 8.00 0.51 4.27 2.20 - - - - - - - - 7 A7 0.32 0.16 11.00 0.05 3.71 0.19 - - - - Pond Outlet - - - - - - - - A1 -A7 13.40 1.76 3.44 6.04 - - - - - - - - BASIN B (BY -PASS) 12 OS2 - - - - - 9 - - - - - - - 18" CMP 2.5 9 - - - - Capacity of Offsite Pipe 9 B2 0.27 0.17 11.30 0.05 3.68 0.17 Open Grate MH 9.17 - - - - - - - B3 to be subtracted from DP 9 + OS2 11.30 0.05 3.68 9.17 18" HDPE 5.00 9.17 464.00 13.23 0.58 11.88 pond realease rate 7 A7* - - - - - 0.54 - - - - - - - - - - - - - - Minor Storm Release 13 MH1 - DP 9 + OS2+ A7* 11.88 0.05 3.62 9.71 - - - - 24 "HDPE 1.20 9.71 157.00 7.86 0.33 12.22 8 B1 0.11 0.16 13.00 0.02 3.48 0.06 - - - - 11 OS1 0.82 0.58 18.50 0.47 3.01 1.43 - - - - 5' Combo Inlet 1.48 - - - - - - - - OS1 +B1 18.50 0.49 3.01 1.48 - - 12" HDPE 2.00 1.48 9.00 5.91 0.03 18.53 14 MI-12 - - - - - - - - - - OSt +OS2 +A7* +B1 18.53 0.54 3.01 11.16 24" HDPE 2.00 11.16 - - - - 10 B3 0.65 0.19 15.90 0.12 3.18 0.38 - - - - B3 to be subtracted from 15.90 0.12 3.18 0.38 Pond realease rate *POND RELEASE RATE - HISTORIC DRAINAGE H1 H1 6.21 0.16 15.90 1.01 3.18 3.20 - - - - 15.90 1.01 3.18 3.20 15.90 H2 H2 1.21 0.16 13.40 0.20 3.43 0.67 - - - - - 15.90 0.20 3.18 0.63 15.90 H1 +H2 3.83 H3 HOS1 0.82 0.58 18.50 0.47 3.01 1.43 - - - - - 18.50 0.47 3.01 1.43 18.50 JVA, Incorporated Job Name: 38th & Kipling Park 1319 Spruce Street Job Number: 1518c Boulder, CO 80302 Date: 09/11/09 Ph: 303.444.1951 By: LAM Fax: 303.444.1957 Total Developed Storm Runoff Calculations Table 603 - Storm Drainage System Design (Rational Method Procedure) Design Storm 100 Year *POND RELEASE RATE Direct Runoff H1 H1 6.21 0.51 15.90 3.16 5.95 18.78 Total Runoff - - Inlets Pie Pi e Travel Time Total 3.16 C C 15.90 H2 C 6.42 3.96 - - - - N G - N v y o 15.90 C E 3.18 a- 6 c 15.90 U H1 +H2 20.74 m > H3 HOS1 0.82 0.71 18.50 0.58 5.63 3.27 - - U - C N C l0 U - C v ^ N 18.50 v 3.01 !n T i 0 (J i (n IL r y C m W 55 M o E ¢ c o U c m v a o a E 0 U 0 o W rn 0 d ¢ W O O O F w U c O 0 a rn a 0 > z (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (19) (20) (21) (13) (14) (15) (16) (17) (18) (22) (23) BASIN A (TO POND) 1 Al 1.03 0.53 9.60 0.55 7.35 4.04 - - - - 2'x2' Inlet 4.97 2.64 - - - - - - - A1 9.60 0.55 7.35 4.04 Pipe Capacity 1.40 6" HPDE 5.30 1.40 130.00 7.13 0.30 9.90 Carryover to DP 2 2 A2 0.31 0.53 9.20 0.17 7.51 1.25 - QDP2 + Q 3.89 2'x2' Inlet 2.27 2.12 - - - - - - - Pipe Flow Total At -A2 Less Qco DP2 9.90 0.72 7.22 3.05 Pipe Capacity 1.77 8" HPDE 1..82 1.77 92.00 5.06 0.30 10.21 Carryover to DP 4 3 A3 1.17 0.53 9.50 0.62 7.39 4.56 - - - - 2'x2' Inlet 3.52 3.33 - - - - - - - A3 9.50 0.62 7.39 4.56 Pipe Capacity 1.23 6" HPDE 4.10 1.23 164.00 6.27 0.44 9.94 Carryover to DP 4 4 A4 0.49 0.53 11.00 0.26 6.96 1.84 QDP + Qc0 + Qco 7.28 2'x2' Inlet 2.49 4.79 - - - - - - - Pipe Flow Total Al -A4 Less QcoDP4 11.00 1.60 6.96 6.32 12" HPDE 0.50 2.49 563.00 3.94 2.38 13.38 Carryover to DP 5 5 A5 1.65 0.57 12.90 0.94 6.53 6.16 - QDP + Qc0 10.96 Grass Channel 10.96 - - - - - - - - To Pond A5 + DP4 Carryover 12.90 0.94 6.53 10.96 - - - - - - - 12.90 6 A6 1.42 0.59 8.00 0.83 8.01 6.67 - - - - 5' Combo Inlet 6.05 0.62 12" HPDE 1.74 6.05 115.00 6.48 0.30 - Carryover to Swale A6 8.00 0.83 8.01 6.67 - - - - - - - 8.00 7 A7 0.32 0.51 11.00 0.16 6.96 1.14 - - - - Pond Outlet - - - - - - - - - Al -A7 12.90 3.54 6.53 23.10 1 - - I - - - - BASIN B (BY-PASS) 12 OS2 - - - - - 9 - - - - - - - 18" CMP 2.5 9 - - - - Capacity of Offsite Pipe 9 B2 0.27 0.52 11.30 0.14 6.89 0.95 Open Grate MH 0.95 - - - - - - - B2 to be subtracted from DP 9 + OS2 11.30 0.14 6.89 9.95 18" HDPE 5.00 9.95 464.00 13.52 0.57 11.87 pond realease rate 7 A7* - - - - - 3.43 - - - - - - - - - - - - - - Major Storm Release 13 MH1 DP 9 + OS2+ A7* 11.87 0.14 6.78 13.37 - - - 24" HDPE 1.20 13.37 157.00 8.54 0.31 12.18 8 B1 0.11 0.51 13.00 0.06 6.51 0.36 - - - - 11 OS1 0.82 0.71 18.50 0.58 5.63 3.27 - - - - 5' Combo Inlet 3.58 - - - - - - - - OS1 + 61 18.50 0.64 5.63 3.58 - - 12" HDPE 2.00 3.58 9.00 7.41 0.02 18.52 14 MH2 - - - - - - - - - - OS1 +OS2 +A7 * +Bt 18.52 0.77 5.63 16.79 24" HDPE 2.00 16.79 - - - - 10 B3 0.65 0.52 15.90 0.34 5.95 2.02 - - - - B3 to be subtracted from 15.90 0.34 5.95 2.02 pond realease rate *POND RELEASE RATE HISTORIC DRAINAGE H1 H1 6.21 0.51 15.90 3.16 5.95 18.78 - - - - 15.90 3.16 5.95 18.78 15.90 H2 H2 1.21 0.51 13.40 0.62 6.42 3.96 - - - - - 15.90 0.62 3.18 1.96 15.90 H1 +H2 20.74 H3 HOS1 0.82 0.71 18.50 0.58 5.63 3.27 - - - - - 18.50 0.58 3.01 1.75 18.50 JVA, Incorporated 1319 Spruce Street Boulder, CO 80302 Ph: 303.444.1951 Fax: 303.444.1957 Pond Volume Calculations: PROPOSED DETENTION BASIN A M:I11 5 year Pond Volume: K5 = (0.77 *I - 2.26)/1000 100 year Pond Volume: Kloo = (1.78 *I - 0.002 *I - 3.56)/1000 I = 24.1 % Iwq = 24.1 % A = 6.40 acres i = 0.24 K5 = 0.016297 Kloo= 0.03817638 V5 = 0.10 ac -ft = 4543 CF V100 = 0.24 ac -ft = 10643 CF Job Name: 38th & Kipling Park Job Number: 1518c Date: 09111/09 By: LAM I = Percent Impervious Iwq from Figure ND -1, Level 0 A = Tributary Area i = Iwq /100 WQCV = 0.132 watershed inches Vwq = 0.08 ac -ft =1 3669 CF Vsregulred = 0.19 ac -ft =1 8212 CF V 100 reguired = 0.24 ac -ft =1 10643 CF V5 = K5 *A Vim = Kloo *A NQCV = A *(0.91 iA3- 1.19iA2+0.78i Vwq = (WQCV /12) *A *1.2 V 5 requlred = V5 + Vwq Vloo gwmd = V100 JVA, Incorporated 1319 Spruce Street Boulder, CO 80302 Ph: 303.444.1951 Fax: 303.444.1957 38th & Kipling Park POND VOLUME CALCULATION Job Name: 38th & Kipling Park Job Number: 1518c Date: 09/11/09 By: LAM WEIGHTED INCREMENTAL CUMMULATIVE STAGEISTORAGE AREA AVG AREA VOLUME VOLUME ELEVATION DEPTH S.F. S.F. C.F. C.F. 5404.0 0.050 0 6,194 0.142 5408.0 12,626 1.0 5408.3 747 747 747 5405.0 1,494 1.0 2,199 2,199 2,199 5406.0 2,903 1.0 3,996 3,996 6,194 5407.0 5,088 1.0 6,432 6,432 12,626 5408.0 7,776 0.3 8,052 2,657 15,283 5408.3 8,328 4.3 TOTAL CUBIC FEET 15,283 0.35 ac -ft STAGEISTORAGE STAGE CUM VOL(CF) CUM VOL(AF) 5404.0 0 0 5405.0 747 0.017 5406.0 2,199 0.050 5407.0 6,194 0.142 5408.0 12,626 0.290 5408.3 15,283 0.351 0 C) C) 00 0 0 ` : S! d d; / / co / it Hill 112 C) C) 21 M , 'M C) | 6 �y` © \ f \ C) W C14 LL .. .... C) CD LU 0 c IM C) V) C) > cf) C) C=) 00 00 LLJ Ct (0 ri 5 1"Et 0 C) 04 j | |� /� /� /� /: . ƒ� C to c Lf) 0 LO C) LO C) LO C) oi 00 oc t . r- . 6 (6 6 v5 4 4 C>CC(DOC)oaooc:� IRT �t 14 'IT Tt Itt IRT 11 It Iq �t tc) Lf) LC LO LO LO I Lo LO Lo Lo Lf) C-1 Lt, � T es X A AO9V-L33J) NOIIVA313 33-v=imns u3 ¥« JVA, Incorporated 1319 Spruce Street Boulder, CO 80302 Ph: 303.444.1951 Fax: 303.444.1957 38th & Kipling Park Water Quality Basin Syr- Orifice Sizing using Headwater above opening Job Name: 38th & Kipling Park Job Number: 1518c Date: 09 -11 -09 By: SAW Q= cA(2gH)A.5 C= 0.65 Q5 allowable release rate= 0.54 cfs jality Basin Elev 5 -Year Water Surface Elev 407.32 WQCV Elev 406.35 Elevation Water depth to Orifice invert: 0.97 feet Circular orifice diameter: diameter 4.65 inches diameter 0.39 feet Q = cA(2gH)A.5 Q (calculated release rate) = 0.54 cfs C = 0.65 Area = 0.118 sf g(gravity) = 32.20 FT /sA2 H(head) = 0.78 ft Number of Orifice Openings 1 JVA, Incorporated 1319 Spruce Street Boulder, CO 80302 Ph: 303.444.1951 Fax: 303.444.1957 Job Name: 38th & Kipling Park Job Number: 1518c Date: 09 -11 -09 By: SAW 38th & Kipling Park Water Qualtiy /Detention Basin 100 -Yr Orifice Plate using Headwater above opening and Q= cA(2gH)A.5 C= 0.65 Summary of Available Pine Releases Pipe Dia Area Head H Q Outfall 4 rad atcentroid avail out (ft) (sf) (ft) (cfs) 1.5 1,77 3.17 ', 16.411 2 3.14 2.92 27.99 2.5 4.91 2.67 41.82 3 7.07 2.42 57.33 Q100 allowable release rate= 3.43 cfs 100 -Year Water Surface Elev 407.92 Bottom off 100 -Year Vol. or Pond Inv Elevi 404.00 Water depth to Orifice invert 3.92 feet 18" RCP will release more than allowable Use Orfice Plate to control flow Determine the Height of the Plate to release Allowable Flow Using the 18" RCP pipe for Area that passes Qallowable Q= cA(2gH)A.5 C= 0.65 Q 3.43 cfs c 0.65 Hhead 3.17 Needed Area 0.37 sf Using Area- determine Ao 0.37 sf Apipe 1.77 sf theta 4 rad Ao- calced 0.43 sf m -0.31 ft distance above( +) or below( -) center H 0.44 ft Height above pipe invert Ao _CAppaC e >> +Lrsir>I 0J *rcos m =rcos) 1) 2 H =r +m Designer: SAW I of 3 Company: JVA Inc. Date: September 14, 2009 Project: 38th and Kipling Park Location: 1. Basin Storage Volume 24.10 % A) Tributary Area's Imperviousness Ratio (I = I,/ 100 B) Contributing Watershed Area (Area) Area = 6.400 acres C) Water Quality Capture Volume (WQCV) WQCV = watershed inches (WQCV =1.0 * (0.91 `1' -1.19. 1? + 0.78 1)) D) Design Volume: Vol = (WQCV / 12) `Area 1.2 Vol = acre-feet 2. Outlet Works A) Outlet Type (Check One) Orifice Plate Perforated Riser Pipe - Other. B) Depth at Outlet Above Lowest Perforation (H) H = 2.35 feet C) Recommended Maximum Outlet Area per Row, (k) A. `ZQ'j, , square inches D) Perforation Dimensions: I) Circular Perforation Diameter or D 'inches 11) Width of 2" High Rectangular Perforations W= inches E) Number of Columns (ne, See Table 6a-1 For Maximum) nc 1 number F) Actual Design Outlet Area per Row k _ square inches G) Number of Rows (nr) nr= number H) Total Outlet Area (A,) At= square inches 3. Trash Rack A) Needed Open Area: A, = 0.5 * (Figure 7 Value) k, A square inches 8) Type of Outlet Opening (Check One) F.X 2" Diameter Round _2" High Rectangular C) For 2", or Smaller, Round Opening (Ref.: Figure 6a): - Other: I) Width of Trash Rack and Concrete Opening (W..) from Table 6a-1 Ww, = inches ii) Height of Trash Rack Screen (H,) HTR = " 58; inches 1518c v2.08.xls, EDB 9/1412009, 2:20 PM ❑ Boulder, CO Ph 303.444.1951 Fax 303.444.1957 Date: i4q-0 Page: of wwwjvajva.com ❑ Fort Collins, CO Ph 970.225.9099 Fax 970.225.6923 By: Chkd By: ❑ Winter Park, CO Ph 970.722.7677 Fax 970.722.7679 Job No: Qpdc� ❑ Bozeman, MIT Ph 406.556.1951 Fax 406.587.2041 Client: E) Preliminary L1 Final CA cu-t T j (L I'A IS �- 4p9 TOP L 4 bt, BOULDER I FORT COLLINS I WINTER PARK I BOZEMAN Cross Section Cross Section for Circular Channel Project Description Worksheet DP01 -Velocity Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coefficient 0.012 Channel Slope 5.3000 % Depth 3.4 in Diameter 6.0 in Discharge 0.87 cfs 6.0 in 3.4 in V:1� HA NTS Project Engineer: Kevin Tone j:\... \1518c_ wheat ridge city park stomi.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11109 03:51:06 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DP01 - Velocity Flow Element Circular Channel Method Manning's Formula Solve For Chan nel Depth Input Data Mannings Coefficient 0.012 Channel Slope 5.3000 % Diameter 6.0 in Discharge 0.87 cfs Results Depth 3.4 in Flow Area 0.1 ft' Wetted Perimeter 0.86 It Top Width 0.00 It Critical Depth 0.46 ft Percent Full 57.1 % Critical Slope 1.7857 % Velocity 7.51 ft/s Velocity Head 0.88 ft Specific Energy 13.9 in Froude Number 2.74 Maximum Discharge 1.51 cfs Discharge Full 1.40 cis Slope Full 2.0487 % Flow Type Supercritical Project Engineer: Kevin Tone j:\... \151 so wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 03:50:38 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DPOt - Velocity (100 yr) Flow Element Circular Channel Method Manning's Formula Solve For F Flow Capacity Input Data Mannings Coefficient 0.012 Channel Slope 5.3000 % Diameter 6.0 in Results Depth 6.0 in Discharge 1.40 cis Flow Area 0.2 ft' Wetted Perimeter 1.57 ft Top Width 0.00 ft Critical Depth 0.49 ft Percent Full 100.0 % Critical Slope 4.7953 % Velocity 7.13 ft/s Velocity Head 0.79 It Specific Energy 15.5 in Froude Number 0.00 Maximum Discharge 1.51 cfs Discharge Full 1.40 cfs Slope Full 5.3000 % Flow Type N/A Project Engineer: Kevin Tone j1 ... \1518c_wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 (7.0005] 09/11/09 03:54:55 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Cross Section Cross Section for Circular Channel Project Description Worksheet DPOt -Velocity (100 yr) Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Section Data Mannings Coefficient 0.012 Channel Slope 5.3000 % Depth 6.0 in Diameter 6.0 in Discharge 1.40 cis 0 6.0 in 6.0 in V:1[' HA NTS Project Engineer: Kevin Tone j: \... \1518c_ n wheat ridge city park ston.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 03:55:02 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DP02- Velocity Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.012 Channel Slope 1.8200 % Diameter 8.0 in Discharge 1.13 cfs Results Depth 4.7 in Flow Area 0.2 W Wetted Perimeter 1.16 ft Top Width 0.00 ft Critical Depth 0.50 ft Percent Full 58.1 % Critical Slope 0.8790 % Velocity 5.37 ft/s Velocity Head 0.45 ft Specific Energy 10.0 in Froude Number 1.67 Maximum Discharge 1.90 cis Discharge Full 1.77 cfs Slope Full 0.7452 % Flow Type Sup Project Engineer. Kevin Tone j: \..\1518c_ wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 03:55:09 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Cross Section Cross Section for Circular Channel Project Description Worksheet DP02- Velocity Flow Element Circular Channel Method Manning's Formula Solve For Chan nel Depth Section Data Mannings Coefficient 0.012 Channel Slope 1.8200 Depth 4.7 in Diameter 8.0 in Discharge 1.13 cfs 8.0 in 4.7 in V11 H:1 NITS Project Engineer: Kevin Tone jA ... \7518c_ wheat ridge city park stonn.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 03:55:13 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DP02- Velocity (100 yr) Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capa Input Data Mannings Coefficient 0.012 Channel Slope 1.8200 % Diameter 8.0 in Results Depth 8.0 in Discharge 1.77 cfs Flow Area 0.3 ft' Wetted Perimeter 2.09 It Top Width 0.00 It Critical Depth 0.61 It Percent Full 100.0 % Critical Slope 1.5896 % Velocity 5.06 ft/s Velocity Head 0.40 It Specific Energy 12.8 in Froude Number 0.00 Maximum Discharge 1.90 cfs Discharge Full 1.77 cfs Slope Full 1.8200 % Flow Type N/A Project Engineer: Kevin Tone j:V.. \1518c_ wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:00:35 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Cross Section Cross Section for Circular Channel Project Description Worksheet DP02- Velocity (100 yr) Flow Element Circular Channel Method Manning's Formula Solve For Full Fl Capa city Section Data Mannings Coefficient 0.012 Channel Slope 1.8200 % Depth 8.0 in Diameter 8.0 in Discharge 1.77 cfs 8.0 in 8.0 in V:1r�, HA NTS Project Engineer: Kevin Tone jA ... \1518c_wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.00051 09/11/09 04:00:50 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DP03 - Velocity Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.012 Channel Slope 4.1000 % Diameter 6.0 in Discharge 0.94 cfs Results Depth 3.9 in Flow Area 0.1 ft' Wetted Perimeter 0.94 ft Top Width 0.00 ft Critical Depth 0.47 ft Percent Full 65.4 % Critical Slope 2.0682 % Velocity 6.90 fills Velocity Head 0.74 It Specific Energy 12.8 in Froude Number 2.27 Maximum Discharge 1.32 cfs Discharge Full 1.23 cis Slope Full 2.3916 % Flow Type S Project Engineer: Kevin Tone j:\... \1518c wheat ridge city park stonn.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:01:01 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 Cross Section Cross Section for Circular Channel Project Description Worksheet DP03 - Velocity Flow Element Circular Channel Method Manning's Formula Solve For Chann Depth Section Data Mannings Coefficient 0.012 Channel Slope 4.1000 % Depth 3.9 in Diameter 6.0 in Discharge 0.94 cfs 6.0 in 3.9 in V:1 H:1 NITS Project Engineer: Kevin Tone j:\... \1518c_ wheat ridge city park stormJm2 JVA, Inc FlowMaster v7.0 [7.0005] 09111/09 04:01:15 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DP03 - Velocity (100 yr) Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.012 Channel Slope 4.1000 % Diameter 6.0 in Results Depth 6.0 in Discharge 1.23 cfs Flow Area 0.2 W Wetted Perimeter 1.57 ft Top Width 0.00 It Critical Depth 0.49 ft Percent Full 100.0 % Critical Slope 3.6334 % Velocity 6.27 ft/s Velocity Head 0.61 ft Specific Energy 13.3 in Froude Number 0.00 Maximum Discharge 1.32 ofs Discharge Full 1.23 cfs Slope Full 4.1000 % Flow Type N/ A Project Engineer: Kevin Tone yX ... %1518c wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:01:55 PM m Hassled Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Cross Section Cross Section for Circular Channel Project Description Worksheet DP03 - Velocity (100 yr) Flow Element Circular Channel Method Manning's Formula Solve For Full Flow C apacity Section Data Mannings Coefficient 0.012 Channel Slope 4.1000 % Depth 6.0 in Diameter 6.0 in Discharge 1.23 cfs 0 6.0 in 6.0 in V1� HA NTS Project Engineer: Kevin Tone j:\... \1518c wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11109 04:02:06 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DPO4 - Velocity Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data - Mannings Coefficient 0.012 Channel Slope 0.5000 % Diameter 12.0 in Discharge 2.37 cfs Results Depth 8.6 in Flow Area 0.6 ft' Wetted Perimeter 2.03 If Top Width 0.00 If Critical Depth 0.66 ft Percent Full 72.0 % Critical Slope 0.6340 % Velocity 3.91 ft/s Velocity Head 0.24 ft Specific Energy 11.5 in Froude Number 0.84 Maximum Discharge 2.94 cis Discharge Full 2.73 cfs Slope Full 0.3771 % Flow Type Subcritical Project Engineer: Kevin Tone j: \... \1518c_ wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09111/09 04:02:16 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 Cross Section Cross Section for Circular Channel Project Description Worksheet DPO4 - Velocity Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coefficient 0.012 Channel Slope 0.5000 % Depth 8.6 in Diameter 12.0 in Discharge 2.37 cfs 12.0 in 8.6 in V:1 H:1 NITS Project Engineer: Kevin Tone jA ... \1518c_wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:02:23 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DPO4 - Velocity (100 yr) Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.012 Channel Slope 0.5000 % Diameter 12.0 in Discharge 2.49 cfs Results Depth 9.0 in Flow Area 0.6 ft Wetted Perimeter 2.10 ft Top Width 0.00 ft Critical Depth 0.68 ft Percent Full 75.0 % Critical Slope 0.6522 % Velocity 3.94 ft/s Velocity Head 0.24 ft Specific Energy 11.9 in Froude Number 0.81 Maximum Discharge 2.94 cfs Discharge Full 2.73 cfs Slope Full 0.4162 % Flow Type Subc Project Engineer: Kevin Tone j: \... \1518c_ wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.00061 09/11/09 04:02:33 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Cross Section Cross Section for Circular Channel Project Description Worksheet DPO4 - Velocity (100 yr) Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coefficient 0.012 Channel Slope 0.5000 % Depth 9.0 in Diameter 12.0 in Discharge 2 .49 cfs 12.0 in 9.0 in V1, H:1 NTS Project Engineer: Kevin Tone j: \...\1518c_wheat ridge city park stonn.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:02:43 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description 8.2 in Worksheet DPO6 - Velocity Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data - 68.0 % Mannings Coefficient 0.012 Channel Slope 0.5000 % Diameter 12.0 in Discharge 2.20 cfs Results 0.87 Depth 8.2 in Flow Area 0.6 ft Wetted Perimeter 1.94 It Top Width 0.00 ft Critical Depth 0.63 ft Percent Full 68.0 % Critical Slope 0.6102 % Velocity 3.87 ft /s Velocity Head 0.23 ft Speck Energy 11.0 in Froude Number 0.87 Maximum Discharge 2.94 cfs Discharge Full 2.73 cfs Slope Full 0.3249 % Flow Type Su bcritical Project Engineer: Kevin Tone jA..A1518c wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:03:01 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 Cross Section Cross Section for Circular Channel Project Description Worksheet DP06 - Velocity Flow Element Circular Channel Method Manning's Formula Solve For Channel D ep t h Section Data Mannings Coefficient 0.012 Channel Slope 0.5000 % Depth 8.2 in Diameter 12.0 in Discharge 2 .20 cfs 12.0 in 8.2 in V:1 1 H:1 NTS Project Engineer: Kevin Tone j:\... \1618c_ wheat ridge city park stonn.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:03:10 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DP07 - Velocity (POND OUTLET) Flow Element Circular Channel Method Manning's Formula Solve For Fu ll Fl C ap ac ity Input Data - Mannings Coefficient 0.012 Channel Slope 1.1000 % Diameter 18.0 in Results Depth 18.0 in Discharge 11.93 cis Flow Area 1.8 ft' Wetted Perimeter 4.71 ft Top Width 0.00 ft Critical Depth 1.31 ft Percent Full 100.0 % Critical Slope 0.9973 % Velocity 6.75 f/s Velocity Head 0.71 it Specific Energy 26.5 in Froude Number 0.00 Maximum Discharge 12.84 cfs Discharge Full 11.93 cis Slope Full 1.1000 % Flow Type N/A Project Engineer: Kevin Tone j:',.A1518c_wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11109 04:03:49 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 - Page 1 of 1 Cross Section Cross Section for Circular Channel Project Description Worksheet DP07 - Velocity (POND OUTLET) Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capac Section Data Mannings Coefficient 0.012 Channel Slope 1.1000 % Depth 18.0 in Diameter 18.0 in Discharge 11.93 cf 18.0 in 18.0 in V:1 HA NTS Project Engineer: Kevin Tone jA ..\1518c wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:03:56 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DP09 - Velocity Flow Element Circular Channel Method Manning's Formula Solve For C D epth Input Data Mannings Coefficient 0.012 Channel Slope 5.0000 % Diameter 18.0 in Discharge 9 .17 cfs Results Depth 7.5 in Flow Area 0.7 ft Wetted Perimeter 2.10 It Top Width 0.00 ft Critical Depth 1.17 It Percent Full 41.5 % Critical Slope 0.7142 % Velocity 13.23 ft/s Velocity Head 2.72 ft Specific Energy 40.1 in Froude Number 3.40 Maximum Discharge 27.37 cfs Discharge Full 25.44 cfs Slope Full 0.6494 % Flow Type Supercritical Project Engineer: Kevin Tone jA ... \1518c_ wheat ridge city park stonn.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:04:06 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Cross Section Cross Section for Circular Channel Project Description Worksheet DP09 - Velocity Flow Element Circular Channel Method Manning's Formula Solve For C hannel Depth Section Data Mannings Coefficient 0.012 Channel Slope 5.0000 % Depth 7.5 in Diameter 18.0 in Discharge 9.17 cfs 18.0 in 7.5 in ---L V.6, H:1 NTS Project Engineer: Kevin Tone jA ..X1518c_ wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:04:15 PM 0 Haestad Methods, Inc. - 37 Brookside Road Waterbury, CT 06708 USA +1.203- 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DP09 - Velocity (100 yr) Flow Element Circular Channel Method Manning's Formula Solve For Channel D epth Input Data - Mannings Coefficient 0.012 Channel Slope 5.0000 % Diameter 18.0 in Discharge 9.95 cfs Results Depth 7.8 in Flow Area 0.7 ft Wetted Perimeter 2.16 ft Top Width 0.00 ft Critical Depth 1.22 It Percent Full 43.4 % Critical Slope 0.7799 % Velocity 13.52 ft/s Velocity Head 2.84 ft Specific Energy 41.9 in Froude Number 3.39 Maximum Discharge 27.37 cfs Discharge Full 25.44 cfs Slope Full 0.7646 % Flow Type Sup ercri t ical Project Engineer. Kevin Tone j:\...\1518c wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09111/09 04:04:24 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Cross Section Cross Section for Circular Channel Project Description Worksheet DP09 - Velocity (100 yr) Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coefficient 0.012 Channel Slope 5.0000 % Depth 7.8 in Diameter 18.0 in Discharge 9.95 CIS 18.0 in 1 7.8 in J— V.1L H:1 NTS Project Engineer: Kevin Tone j:\...\1518c_ wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:04:32 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DP11 -Velocity Flow Element Circular Channel Method Manning's Formula Solve For Ch Depth Input Data Mannings Coefficient 0.012 Channel Slope 2.0000 % Diameter 12.0 in Discharge 1.48 cfs Results Depth 4.3 in Flow Area 0.3 ft' Wetted Perimeter 1.28 It Top Width 0.00 It Critical Depth 0.52 It Percent Full 35.6 % Critical Slope 0.5305 % Velocity 5.91 ft/s Velocity Head 0.54 It Specific Energy 10.8 in Froude Number 2.04 Maximum Discharge 5.87 cfs Discharge Full 5.46 cfs Slope Full 0.1470 % Flow Type Supercritical Project Engineer: Kevin Tone jA ... X1518c_ wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09111/09 04:04:40 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Cross Section Cross Section for Circular Channel Project Description Worksheet DPI t -Velocity Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coefficient 0.012 Channel Slope 2.0000 % Depth 4.3 in Diameter 12.0 in Discharge 1.48 cfs rr 12.0 in 4.3 in V:1 H:1 NTS Project Engineer: Kevin Tone jA ... \1518c_ wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11109 04:04:49 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DP11 - Velocity (100 yr) Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.012 Channel Slope 2.0000 % Diameter 12.0 in Discharge 3.58 cfs Results Depth 7.1 in Flow Area 0.5 ft' Wetted Perimeter 1.75 ft Top Width 0.00 ft Critical Depth 0.81 ft Percent Full 59.1 % Critical Slope 0.8840 % Velocity 7.41 ft/s Velocity Head 0.85 ft Specific Energy 17.3 in Froude Number 1.87 Maximum Discharge 5.87 cfs Discharge Full 5.46 cfs Slope Full 0.8604 % Flow Type Supercrit Project Engineer: Kevin Tone j:\-..\1518c ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:04:58 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Cross Section Cross Section for Circular Channel Project Description Worksheet DPI - Velocity (100 yr) Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coefficient 0.012 Channel Slope 2.0000 % Depth 7.1 in Diameter 12.0 in Discharge 3. cfs i I 12.0 in 7.1 in V1L HA NTS Project Engineer: Kevin Tone j:\... \1518c_ wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:05:06 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DPI -Velocity (OS2) Flow Element Circular Channel Method Manning's Formula Solve For Full Flo Capacity Input 0.00 ft Mannings Coefficient 0.024 Channel Slope 2.5000 % Diameter 18.0 in Results Depth 18.0 in Discharge 9.00 cfs Flow Area 1.8 ft' Wetted Perimeter 4.71 ft Top Width 0.00 ft Critical Depth 1.16 ft Percent Full 100.0 % Critical Slope 2.8036 % Velocity 5.09 ft/s Velocity Head 0.40 ft Specific Energy 22.8 in Froude Number 0.00 Maximum Discharge 9.68 cis Discharge Full 9.00 cfs Slope Full 2.5000 % Flow Type N/A Project Engineer: Kevin Tone j: \... \1518c_wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.00051 09/11/09 04:05:15 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Cross Section Cross Section for Circular Channel Project Description Worksheet DP12 -Velocity (OS2) Flow Element Circular Channel Method Manning's Formula Solve For Ful Flow Capacity Section Data Mannings Coefficient 0.024 Channel Slope 2.5000 % Depth 18.0 in Diameter 18.0 in Discharge 9.00 cfs 18.0 in 18.0 in V:1 H:1 NTS Project Engineer: Kevin Tone j: \... \1518c_wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:05:24 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 -755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DPI - Velocity (OS2) (100 yr) Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.024 Channel Slope 2.5000 % Diameter 18.0 in Results Depth 18.0 in Discharge 9.00 cfs Flow Area 1.8 ft' Wetted Perimeter 4.71 ft Top Width 0.00 ft Critical Depth 1.16 ft Percent Full 100.0 % Critical Slope 2.8036 % Velocity 5.09 ft/s Velocity Head 0.40 ft Specific Energy 22.8 in Froude Number 0.00 Maximum Discharge 9.68 cfs Discharge Full 9.00 cfs Slope Full 2.5000 % Flow Type N/A Project Engineer: Kevin Tone j:\... \1516c_ wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.017.0005] 09/11/09 04:05:33 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Cross Section Cross Section for Circular Channel Project Description Worksheet DP12 - Velocity (OS2) (100 yr) Flow Element Circular Channel Method Manning's Formula Solve For Fu Fl Capacity Section Data - Mannings Coefficient 0.024 Channel Slope 2.5000 % Depth 18.0 in Diameter 18.0 in Discharge 9 .00 cfs 18.0 in 18.0 in V:1 H:1 NITS Project Engineer. Kevin Tone j:\... \1518c_ wheat ridge city park storrn.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:05:41 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DPI - Velocity Flow Element Circular Channel Method Manning's Formula Solve For Channel D epth Input Data Mannings Coefficient 0.012 Channel Slope 1.2000 % Diameter 24.0 in Discharge 9 .74 cfs Results Depth 10.0 in Flow Area 1.2 ft' Wetted Perimeter 2.81 ft Top Width 0.00 ft Critical Depth 1.12 ft Percent Full 41.7 % Critical Slope 0.4395 % Velocity 7.86 fVs Velocity Head 0.96 ft Specific Energy 21.5 in Froude Number 1.75 Maximum Discharge 28.88 cfs Discharge Full 26.85 cis Slope Full 0.1580 % Flow Type Supercritical Project Engineer: Kevin Tone j:\... \1518c_ ci wheat ridge ty park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 04 09/11/09 :05:51 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Cross Section Cross Section for Circular Channel Project Description Worksheet DP13 - Velocity Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Section Data - Mannings Coefficient 0.012 Channel Slope 1.2000 % Depth 10.0 in Diameter 24.0 in Discharge 9.74 cfs 24.0 in 10.0 in V:1 L H:1 NTS Project Engineer: Kevin Tone j:\... \1518c_ wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.00051 09/11/09 04:06:00 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DP13 - Velocity (100 yr) Flow Element Circular Channel Method Manning's Formula Solve For C D epth Input Data Mannings Coefficient 0.012 Channel Slope 1.2000 % Diameter 24.0 in Discharge 13 .37 cfs Results Depth 12.0 in Flow Area 1.6 ft Wetted Perimeter 3.14 If Top Width 0.00 ft Critical Depth 1.32 ft Percent Full 49.9 % Critical Slope 0.5019 % Velocity 8.54 ft/s Velocity Head 1.13 ft Specific Energy 25.6 in Fmude Number 1.70 Maximum Discharge 28.88 cfs Discharge Full 26.85 cfs Slope Full 0.2977 % Flow Type Supercrit Project Engineer: Kevin Tone j:\... \1518c wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:06:11 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DPI - Velocity (100 yr) Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth - Input Data Mannings Coefficient 0.012 Channel Slope 1.2000 % Diameter 24.0 in Discharge 13.37 cfs Results Depth 12.0 in Flow Area 1.6 ft' Wetted Perimeter 3.14 It Top Width 0.00 It Critical Depth 1.32 ft Percent Full 49.9 % Critical Slope 0.5019 % Velocity 8.54 ft /s Velocity Head 1.13 ft Specific Energy 25.6 in Froude Number 1.70 Maximum Discharge 28.88 cfs Discharge Full 26.85 cfs Slope Full 0.2977 % Flow Type Sup ercritical Project Engineer: Kevin Tone j: \... \151St wheat ridge city park storrn.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:06:15 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Cross Section Cross Section for Circular Channel Project Description Worksheet DP13 - Velocity (100 yr) Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coefficient 0.012 Channel Slope 1.2000 % Depth 12.0 in Diameter 24.0 in Discharge 13.37 cfs 24.0 in 12.0 in ---t V:1� H:1 NTS Project Engineer: Kevin Tone j: % ... \1518c_ wheat ridge city park stonn.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:06:25 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DP14 - Velocity Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data - Mannings Coefficient 0.012 Channel Slope 2.0000 % Diameter 24.0 in Discharge 11.16 cfs Results Depth 9.4 in Flow Area 1.1 ft' Wetted Perimeter 2.70 ft Top Width 0.00 It Critical Depth 1.20 It Percent Full 39.0 % Critical Slope 0.4615 % Velocity 9.83 ft/s Velocity Head 1.50 ft Specific Energy 27.4 in Froude Number 2.27 Maximum Discharge 37.28 cfs Discharge Full 34.66 cfs Slope Full 0.2074 % Flow Type Supercrit Project Engineer: Kevin Tone j:\...\1518c_ wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:06:34 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DP14- Velocity Flow Element Circular Channel Method Manning's Formula Solve For Cha nnel Depth Input Data Mannings Coefficient 0.012 Channel Slope 2.0000 % Diameter 24.0 in Discharge 11.16 cfs Results Depth 9.4 in Flow Area 1.1 ft' Wetted Perimeter 2.70 It Top Width 0.00 ft Critical Depth 1.20 It Percent Full 39.0 % Critical Slope 0.4615 % Velocity 9.83 ft/s Velocity Head 1.50 ft Specific Energy 27.4 in Froude Number 2.27 Maximum Discharge 37.28 cfs Discharge Full 34.66 cfs Slope Full 0.2074 % Flow Type Sup ercri t i c al Project Engineer: Kevin Tone j: \... \1518c wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:08:42 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Cross Section Cross Section for Circular Channel Project Description Worksheet DPI -Velocity Flow Element Circular Channel Method Manning's Formula Solve For Cha nnel Depth Section Data Mannings Coefficient 0.012 Channel Slope 2.0000 % Depth 9.4 in Diameter 24.0 in Discharge 11.16 cis 24.0 in 1 9.4 in ]A V. 1 H:1 NTS Project Engineer: Kevin Tone j:\..\1518c_ wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:06:50 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 Worksheet Worksheet for Circular Channel Project Description Worksheet DPI - Velocity (100 yr) Flow Element Circular Channel Method Manning's Formula Salve For Channel Depth Input Data Mannings Coefficient 0.012 Channel Slope 2.0000 % Diameter 24.0 in Discharge 16.79 cfs Results Depth 11.8 in Flow Area 1.5 ft' Wetted Perimeter 3.10 ft Top Width 0.00 ft Critical Depth 1.48 ft Percent Full 49.1 % Critical Slope 0.5854 % Velocity 10.94 fUs Velocity Head 1.86 ft Specific Energy 34.1 in Froude Number 2.20 Maximum Discharge 37.28 cfs Discharge Full 34.66 cfs Slope Full 0.4694 % Flow Type Supercritical Project Engineer: Kevin Tone j1 ... \1518c wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:07:00 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Cross Section Cross Section for Circular Channel Project Description Worksheet DP14 - Velocity (100 yr) Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Section - Data Mannings Coefficient 0.012 Channel Slope 2.0000 % Depth 11.8 in Diameter 24.0 in Discharge 16.79 cfs 24.0 in 11.8 in V:1 L HA NTS Project Engineer. Kevin Tone j:\... \1518c_wheat ridge city park storrn.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:07:09 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 Worksheet Worksheet for Trapezoidal Channel Project Description Worksheet DP5 - Grassed Swale Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.025 Channel Slope 4.0000 % Left Side Slope 4.00 H : V Right Side Slope 4.00 H : V Bottom Width 8.00 ft Discharge 10.96 cfs Results Depth 3.2 in Flow Area 2.4 ft Wetted Perimeter 10.19 ft Top Width 10.13 ft Critical Depth 0.36 ft Critical Slope 1.3517 % Velocity 4.55 ft/s Velocity Head 0.32 ft Specific Energy 7.0 in Froude Number 1.64 Flow Type Supercritical Project Engineer: Kevin Tone jA ... \1518c_ wheat ridge city park stonn.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:07:18 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 Cross Section Cross Section for Trapezoidal Channel Project Description Worksheet DP5 - Grassed Swale Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coefficient 0.025 Channel Slope 4.0000 % Depth 3.2 in Left Side Slope 4.00 H : V Right Side Slope 4.00 H : V Bottom Width 8.00 ft Discharge 10.96 of$ V . . 1� HA NTS Project Engineer: Kevin Tone j:\... \1518c_wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09111/09 04:07:28 PM D Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1203- 755 -1666 Page 1 of 1 Worksheet Worksheet for Gutter Section Project Description Worksheet Gutter Section - Johnson Street Type Gutter Section Solve For Spread Input Data Channel Slope 4.7000 % Discharge 3.58 cfs Gutter Width 2.00 it Gutter Cross Slope 2.0 % Road Cross Slope 2.0 % Mannings Coefficient 0.013 Results Spread 8.05 It Flow Area 0.6 ft' Depth 1.9 in Gutter Depression 0.0 in Velocity 5.53 ft/s Project Engineer: Kevin Tone j: \.. \1518c_ wheat ridge city park stonn.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 09/11/09 04:07:37 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 -755 -1666 Page 1 of 1 Cross Section Cross Section for Gutter Section Project Description Worksheet Gutter Section - Johnson Street Type Gutter Section Solve For Spread Section Data Channel Slope 4.7000 % Discharge 3.58 cis Gutter Width 2.00 ft Gutter Cross Slope 2.0 % Road Cross Slope 2.0 % Spread 8.05 ft Mannings Coefficient 0.013 V:10.0L H:1 NTS Project Engineer: Kevin Tone j:\...\1518c_wheat ridge city park storm.fm2 JVA, Inc FlowMaster v7.017.0005] 09/11/09 04:07:45 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 -755 -1666 Page 1 of 1 C V V 0 +00 0 +01 0 +02 0 +03 0 +04 0 +05 0 +06 0 +07 0 +08 0 +09 0 +10 JVA, Incorporated Job Name: Wheat Ridge City Park 1319 Spruce Street Job Number: 1518c Boulder, CO 80302 Date: 09/1112009 Ph: 303.444.1951 By: LMH Fax: 303.444.1957 FLOW CALCULATIONS - GRATE INLET SUMP CONDITION (Reference: Urban Drainage and Flood Control District Drainage Criteria Manual, 2001, V.1, Section 3.3.6) (Note: Spreadsheet assumes orifice condition for fully developed flow.) INLET: 2'x2' Field Inlet Orifice Equation: Q = Cd'Ao'(2gH)A0.5 Adjust Ao (open area) due to clogging as follows: Effective Area Opening As = (1 -C) Ao, where: C =K'Cc IN N = Number of Inlets Co = Single Inlet Clogging Factor: Co(grate) = 0.5 (50% clogging) Number of inlets: N = 1 Inlet Dimensions and Effective Open Area Grate Opening: Ao(g) = 1.85 ftA2 Total Ao(g) = 1.85 ftA2 K = 1.00 1.5 C = K•Co /N = 0.50 1.75 Ae(g) = (1 -C)Ao = 0.93 ftA2 Allowable depth: H =12.0 in = Constants: g = 32.20 ft/sA2 Cd = 0.67 Flow Calculations: Grate Flow: Q = Cd' Ae(g)' (2g•H)A0.5 Qg= 4.97 CFS _ K = Clogging Coefficent value for multiple inlets N Grate - - 2 1.5 3 1.75 4 1.88 5 1.94 6 1.97 7 1.98 8 1.99 1 ft Total Intercepted Flow with 1 inlet(s) and an allowable depth of 12 inches is 4.97 CFS Required Flow (Q5) = 0.87 CFS 9/14/2009 1 of 1 1518c Inlet CaIC.XIs JVA, Incorporated 1319 Spruce Street Boulder, CO 80302 Ph: 303.444.1951 Fax: 303.444.1957 Job Name: Wheat Ridge City Park Job Number: 1518c Date: 0911112009 By: LMH FLOW CALCULATIONS - GRATE INLET SUMP CONDITION (Reference: Urban Drainage and Flood Control District Drainage Criteria Manual, 2001, V.1, Section 3.3.6) (Note: Spreadsheet assumes orifice condition for fully developed flow.) INLET: 2'x2' Field Inlet Orifice Equation: Q = Cd'Ao•(2gH)A0.5 Adjust Ao (open area) due to clogging as follows: Effective Area Opening As = (1 -C) Ao, where: C= K'Co /N N = Number of Inlets Co = Single Inlet Clogging Factor: Co(grate) = 0.5 (50% clogging) Number of inlets: N = t Inlet Dimensions and Effective Open Area Grate Opening: Ao(g) = 1.85 ft"2 Total Ao(g) = 1.85 V2 K = 1.00 1.5 C = K'Co /N = 0.50 1.75 Ae(g) = (1 -C)Ao = 0.93 ftA2 Allowable depth: H = 2.5 in = Constants: g = 32.20 ff/sA2 Cd = 0.67 Flow Calculations: Grate Flow: Q = Cd' Ae(g) . (2g•H)A0.5 Qg= 227 CFS K = Clogging Coefficent value for mulflDle inlets N Grate 2 1.5 3 1.75 4 1.88 5 1.94 6 1.97 7 1.98 8 1.99 0.208 ft Total Intercepted Flow with 1 inlet(s) and an allowable depth of 3 inches is 2.27 CFS Required Flow (05) = 1.13 CFS 9114/2009 - 1 oft 1518c Inlet Calaxls JVA, Incorporated Job Name: Wheat Ridge City Park 1319 Spruce Street Job Number: 1518c Boulder, CO 80302 Date: 0911112009 Ph: 303.444.1951 By: LMH Fax: 303.444.1957 FLOW CALCULATIONS - GRATE INLET SUMP CONDITION (Reference: Urban Drainage and Flood Control District Drainage Criteria Manual, 2001, V.1, Section 3.3.6) (Note: Spreadsheet assumes orifice condition for fully developed flow.) INLET: 2'x2' Field Inlet Orifice Equation: Q = Cd•Ao'(2gH)A0.5 Adjust Ao (open area) due to clogging as follows: Effective Area Opening Ae = (1 -C) Ao, where C= K "Co /N N = Number of Inlets Co = Sincle Inlet Cloctaina Factor: Co(grate) = 0.5 (50% dogging) Number of inlets: I t Inlet Dimensions and Effective Open Area Grate Opening : Ao(g) = 1.85 ft-2 Total Ao(g) = 1.85 ft-2 K = 1.00 1.5 C = K•Co /N = 0.50 1.75 Ae(g) = (1 -C)Ao = 0.93 ft 4 2 Allowable depth: H = 6.0 in = Constants: g = 32.20 ft/sA2 Cd = 0.67 K = Clogging Coefficent value for multiole inlets N Grate 2 1.5 3 1.75 4 1.88 5 1.94 6 1.97 7 1.98 8 1.99 0.5 ft Flow Calculations: Grate Flow: Q = Cd . Ae(g)' (2g`H)A0.5 Qg= 3.52 CFS Total Intercepted Flow with 1 inlet(s) and an allowable depth of 6 inches is Required Flow (Q5) = 0.94 CFS 3.52 CFS 9/1412009 1 of 1 1518c Inlet CaIc. %Is JVA, Incorporated 1319 Spruce Street Boulder, CO 80302 Ph: 303.444.1951 Fax: 303.444.1957 Job Name: Wheat Ridge City Park Job Number: 1518c Date: 09111/2009 By: LMH FLOW CALCULATIONS - GRATE INLET SUMP CONDITION (Reference: Urban Drainage and Flood Control District Drainage Criteria Manual, 2001, V.1, Section 3.3.6) (Note: Spreadsheet assumes orifice condition for fully developed flow.) INLET: 2'x2' Field Inlet Orifice Equation: Q = Cd *Ao *(2gH)A0.5 _ Adjust Ao (open area) due to clogging as follows: Effective Area Opening Ae = (1 -C) Ao, where: C= K *Co /N N = Number of Inlets Co = Single Inlet Clogging Factor. Co(grate) = 0.5 (50% clogging) Number of inlets: N = 1 Inlet Dimensions and Effective Open Area Grate Opening: Ao(g) = 1.85 ft-2 Total Ao(g) = 1.85 ftA2 K = 1.00 1.5 C = K *Co /N = 0.50 1.75 Ae(g) = (1 -C)Ao = 0.93 ftA2 Allowable depth: H = 3.0 in = Constants: g = 32.20 ft/sA2 Cd = 0.67 Flow Calculations: Grote Flow: Q = Cd * Ae(g) * (2g *H)A0.5 Qg= 2.49 CFS K = Clogging Coefficent value for multiple inlets N Grate 2 1.5 3 1.75 4 1.88 5 1.94 6 1.97 7 1.98 8 1.99 0.25 ft Total Intercepted Flow with 1 inlet(s) and an allowable depth of 3 inches is 2.49 CFS Required Flow (Q5) = 2.37 CFS 9/14/2009 1 oft 1518c Inlet Calc.xls JVA, Incorporated Job Name: Wheat Ridge City Park 1319 Spruce Street Job Number: 1518c Boulder, CO 80302 Date: 0911112009 Ph: 303.444.1951 By: LMH Fax: 303.444.1957 FLOW CALCULATIONS - GRATE INLET SUMP CONDITION (Reference: Urban Drainage and Flood Control District Drainage Criteda Manual, 2001, V.1, Section 3.3.6) (Note: Spreadsheet assumes orifice condition for fully developed flow.) INLET: 2'x2' Field Inlet Orifice Equation: Q = Cd *Ao *(2gH)A0.5 Adjust Ao (open area) due to clogging as follows: Effective Area Opening Ae = (1 -C) Ao, where: C= K *Co /N N = Number of Inlets Cc = Single Inlet Clogging Factor: Co(grate) = 0.5 (50% dogging) Number of inlets: N = 1 Inlet Dimensions and Effective Open Area Grate Opening : Ao(g) = 1.5 ftA2 Total Ao(g) = 1.50 ft-2 K= 1.00 1.5 C = K *Co /N = 0.50 1.75 Ae(g) = (1 -C)Ao = 0.75 ftA2 Allowable depth: H = 3.0 in = Constants: 9 = 32.20 ft/SA2 Cd = 0.67 Flow Calculations: Grate Flow: Q = Cd * Ae(g) * (2g *H)A0.5 Qg= 2.02 CFS K = Clogging Coefficent value for multiple inlets N Grate 2 1.5 3 1.75 4 1.88 5 1.94 6 1.97 7 1.98 8 1.99 0.25 ft Total Intercepted Flow with 1 inlet(s) and an allowable depth of 3 inches is 2.02 CFS Required Flow (Q100) = 0,95 CFS 9/14/2009 1 of 1 1518c Inlet Calc.xls JVA, Incorporated 1319 Spruce Street Job Name: Wheat Ridge City Park Boulder, CO 80302 Job Number: 1518c Ph: 303.444.1951 Date: 09/11/2009 Fax: 303.444.1957 By: LMH FLOW CALCULATIONS - CURB INLET SUMP CONDITION (Reference: Urban Drainage and Flood Control District Drainage Criteria Manual, 2001, V.1, Section 3.3.6) (Note: Spreadsheet assumes orifice condition for fully developed flow. Vertical curb opening only.) INLET: Type R Inlet at Johnson Street (DP 11) Orifice Equation: Q = Cd'Ao'(2gH)A0.5 Adjust Ao (open area) due to clogging as follows: Effective Area Opening As = (1 -C) Ao, where: C= K'Co /N N = Number of Inlets Co = Single Inlet Clogging Factor: Co(curb opening) = 0.1 (10% clogging) Number of inlets: I Inlet Dimensions and Effective Open Area K = Clogging Coefficent value for multiple inlets N Curb It height (h) = 6 2 1.25 3 1.31 4 1.33 5 1.33 6 1.33 7 1.33 8 1.33 Curb Opening: length (1) = 60 in = 5.00 It height (h) = 6 in = 0.50 it Total Ao(c) = 2.50 ft-2 K = 1.00 C = K'Co /N = 0.10 Ae(c)= (1 -C)Ao= 2.25 ft2 Allowable depth: H = 6.0 in = 0.5 ft (6" open plus 3" conc to top of curb /box) Constants: g = 32.20 ft/sA2 Cd = 0.67 Flow Calculations: Curb Flow: Q = Cd Ae(c)' (2g'D)A0.5 D= H -h /2= 0.25 Qc= 6.05 CFS Total Intercepted Flow with 1 inlets and an allowable depth of 6 inches is 6.05 CFS Required Flow (Q5) = 2.20 CFS 9/14/2009 1 of 1 1518c Inlet Calc.xls I JVA, Incorporated 1319 Spruce Street Job Name: Wheat Ridge City Park Boulder, CO 80302 Job Number: 1518c Ph: 303.444.1951 Date: 09111/2009 Fax: 303.444.1957 By: LMH FLOW CALCULATIONS - CURB INLET SUMP CONDITION (Reference: Urban Drainage and Flood Control District Drainage Criteria Manual, 2001, V.1, Section 3.3.6) (Note: Spreadsheet assumes orifice condition for fully developed Flow. Vertical curb opening only.) INLET: Type R Inlet at Johnson Street (DP 11) Orifice Equation: Q = Cd`Ao'(2gH)A0.5 Adjust Ao (open area) due to dogging as follows: Effective Area Opening As = (1 -C) Ao, where: C= K'Co /N N = Number of Inlets Co = Single Inlet Clogging Factor: Co(curb opening) = 0.1 (10% clogging) Number of inlets: I N = 1 Inlet Dimensions and Effective Open Area K = Clogging Coefficent value for multiple inlets N Curb It _ height (h) = 6 2 1.25 3 1.31 4 1.33 5 1.33 6 1.33 7 1.33 8 1.33 Curb Opening: length (1) = 60 in = 5.00 It _ height (h) = 6 in = 0.50 it Total Ao(c) = 2.50 ft-2 K= 1.00 C = K'Co /N = 0.10 Ae(c) = (1 -C)Ao = 2.25 ft2 Allowable depth: H = 6.0 in = 0.5 It (6" open plus 3" conc to top of curb /box) Constants: g = 32.20 ft/sA2 Cd = 0.67 Flow Calculations: Curb Flow: Q = Cd " Ae(c) . (2g'D)A0.5 D = H - h/2 = 0.25 Qc= 6.05 CFS Total Intercepted Flow with 1 inlets and an allowable depth of 6 inches is 6.05 CFS Required Flow (Q100) = 3.58 CFS 9/14/2009 1 of 1 1518c Inlet Calc.xls APPENDIX C - DETAILS Q mass 41 i ,'HISTORIC RUNOFF TABLE:: DESIGN DIRECT RUNOFF: POINT (CFS) * O N 1 8 " CULVERT AT SOUTHEAST CORNER (SEE REPORT) POND SUMMARY DEVELOPED RUNOFF TABLE REQUIRED WQCV (CF) DESIGN'DIRECT •• RUNOFF: ROUTED RUNOFF • POINT CFS (CFS) i W QCV WATER SUR WSE @ V(5) WSE @ V(1 00) + 0% WQCV • 540 AVAILABLE FREEB r *! (FT) = Re i* i rii � II iru r • ou1i ' i1 • !i 1 I L s * O N 1 8 " CULVERT AT SOUTHEAST CORNER (SEE REPORT) POND SUMMARY DESCRIPTION REQUIRED WQCV (CF) •• V(5) (CF) •r • V(100)+5 WQ CV i - JOT AL P OND CAPA W QCV WATER SUR WSE @ V(5) WSE @ V(1 00) + 0% WQCV • 540 AVAILABLE FREEB r *! (FT) JVA, Incorporated 1319 Spruce Street Boulder, CO 80302 Phone: 303.444.1951 Fax: 303.444.1957 E -mail. info @jvajva.com i • I m I •r i • i* i NEW PAVEMENT SURFACE MATCH EXIST (MIN 6 ASPHALT AND 6" CLASS 6 ROAD BASE) BACKFILL 0 CLASS — B DDING MATERIAL IN OPEN FIELD IN STREET UNIFORM SAW CUT LINE ASPHALT /CONCRETE FINISH GRADE PRIOR TO PAVING 12" EXISTING STREET SURFACE EXISTING BASE COURSE 8" LIFTS MAX, \� /� \� /�\ COMPACTED BACKFILL %�/ / ' UNDISTURBED SOIL SAS SPECIFIED >% / /� % /�� %/ / /� / /� // NEW BASE COURSE (IF REQUIRED, SPRING LINE 6" MIN � REINFORCED CONCRETE PIPE NEW PAVEMENT SURFACE MATCH EXIST (MIN 6" ASPHALT AND 6" CLASS 6 ROAD BASE) UNIFORM SAW C IN OPEN FIELD IN STREET .�,,,,., ,. , ,,,,., BACKFILL FINISH GRADE PRIOR TO PAVIN Al 12„ � EXISTING STF \ \ \ � EXISTING BA' 0 V x Ny \/� �� \,8 LIFTS MAX COMPACTED BACKFILL. UNDISTURBED SOIL AS SPECIFIED NEW BASE COURSE (IF REQUIRED) CLASS — B DDING MATERIAL 6" MIN NOTES: PVC PIPE 1. IF UNSTABLE MATERIALS ARE FOUND IN TRENCH BOTTOM, OVEREXCAVATE PER SPEC OR AS REQUIRED. 2. TRENCH TO BE BRACED OR SHEETED AS NECESSARY FOR THE SAFETY OF THE WORKERS AND THE PROTECTION OF OTHER UTILITIES. 3. MINIMUM COVER 18" BELOW FINAL GRADE. STORM SEWER PIPE BEDDING DETAIL TS 15' LT (LIP) (16' LT- INLET STA 10+52) SMALLER ROCKS TO BE HAND PLACED FOR SLOPE STABILIZATION LENGTH = 4 x D TYPE M (D, 12 ") g RIPRAP TO BE HAND PLACED COMPACTED —� GRANULAR BEDDING I MATERIAL B FILTER FABRIC (TYP) — HAND PLACED RIPRgp ( SIZE AS NOTED) MIN D WIDE SIDE AT ninn e n i -1 1^ S OF FES ., TYPE VL D50 =6" TYPE L D50= 9" TYPE M D50 =12" TYPE H D50 =18" TYPE VH D50=24" 1 UTLET COND FLA 1 SECTION FILTE (SIZE AS NOTED) F (TY COMPACTE SLOPE 1:1 (MAX) 6 to MIN GRANULAR BEDDING `— FLARED END SECTION (SIZE AS REQ'D) CONDUIT BEDDING (AS REQ'D.) SECTION A -A PRERARED SUBGRADE NOTE: EXISTING INSTALL TRASH RACK AT [SLOPE 40 CH ANNEL OPENING OF PIPE. #,. 1 (TYP)] SMAL LER ROCK ��; FoR S Ta BE SLOPE STABI HA ND PLAC PLA , LIZATION ED CE q r S READ GROUT IN f` END SECTION (SIZE AS NOTED) STORM SEWER OUTLET ISOMETRIC VIEW SMALLER ROCKS TO BE HAND PLACED A � OVER TOP OF FLARED END SECTION FOR SCOPE STABILIZATION s ki NTS NOTES: 5'x5' REINFORCED 1. HOOVER #HC -10PD- 230/3 —L--Z CONCRETE PAD, N PUMP PERFORMANCE, 80 GPM OPENINGS (6' THIC CAD 261 TDH, 100 PSI @ 10' LIFT. LEVEL, PROVIDED I MANHOLE COVER TO BE OTHERS). 2. SUCTION PIPE AND FITTINGS SHALL BE GALVANIZED STEEL PIPE AND GALVANIZED GROOVE 4' ALUMINUM SKID. FITTINGS. CHECK VALVES 3" LARGER SHALL BE SWING TYPE, 2" AND SMALLER SHALL BE POPPET STYLE, ALL EXPOSED SUCTION AND DISCHARGE PIPE CONTROL PANEL, UL SHALL BE GALVANIZED STEEL. LISTED ASSEMBLY, PROVIDE MINIMUM DF 4" MAINTAIN 42" CLEARANCE, CLEARANCE ON ALL SIDES OF PUMP SYSTEM. 3" GALVANIZED STEEL SAFETY FEATURES; —LOSS OF PRIME — OVERHEAT — SERVICE REQUIRED —TRANSIENT SURGE s ki NTS NOTES: 4 ► ^ ®>, 1. FOR WET WELL #2 - MANHOLE COVER TO BE (2) PIECES OF STEEL - 0 CUTOUT IN MIDDLE FOR I 3" GALVANIZED STEEL PIPING — USE (2) - -- -------- - - - - -- PADLOCKS ON EACH SIDE o TO LOCK MANHOLE I COVERS. mot- --------------------------- 2. INSTALL 12" DEPTH LEVELING COURSE 3/4" CRUSHED GRAVEL BELOW BOTH WET WELLS, I 00 3. COMPACTED SUBGRADE 95% PROTRACTOR DENSITY, 0 4. ELECTRICAL CONDUIT AND I FITTINGS ACCORDING TO 0 STATE AND LOCAL CODES, a 5. INSTALL LADDER (12" ry RUNGS O.C.) CAST IN PLACE, INSTALL PLUMCREEK #PC91518E AUTO FLUSHING LAKE SCREEN ON 10" PIPING — ADJUST SCREEN TO FIT, EXTEND 1" POLY FROM SCREED THROUGH TOP OF WET WELL, OUT BELOW FINISH GRADE AND EXTEND TO PUMP STATION. WE L #1 Srull ON NTS 1 t• 4 (TYP) TRANSITION SLOPE 1:1 (MAX) INSTALL MANHOLE COVER 18" INTAKE PIPING TO DITCH 24" DIAM Cl MANHOLE FRAME & COVER GROUT ALL AROUND WITH PC NON- SHRINK MORTAR NEENAH R -1706 OR EQUAL "SANITARY SEWER" OR "STORM SEWER" IN COVER --. CEMENT GROUT PRECAST CONCRETE ADJUSTING RINGS SEAL WITH RUB'R -NEK PREFORMED JOINT GASKET 24" MIN oa ECCENTRIC CONE SECTION 4 a IF ABOVE GRADE ELIMINATE RINGS a e' e . d ° PRECAST CONCRETE 4 5" MIN THICKNESS RINGS AND CONES MANHOLE STEPS ° A NEENAH R - 1982 — W 4 OR EQUAL SEAL ALL JOINTS WITH . RUB'R —NEK PREFORMED JOINT GASKET Q D=48 MIN FILL SPACE BETWEEN a a. i o PIPE AND MANHOLE WALL WITH NON- SHRINK GROUT. 3 ° 3" MIN INVERT TO BE FORMED OUT CAST IN PLACE CONCRETE BASE 4 ° 1,-4 7777777 to NTH NO. 4 BARS @ 8 O.C. EA WAY PLACE ON UNDISTURBED SOIL OR °., . " 1 112 COMPACTED WASHED ROCK 0 4 4 1i NTS • R. WETWELL COVER. V CHECK SCREEN (N G D P I P E. FOOT VALVE TO BE 1' OFF OF FL e L • • • 4.0' TOP OF BERM SEf PLAAI )�)o 4 � O °° � 1 MAX (_ .. 6" THICK GRANULAR ---- '� — I1 MAX - " BEDDING LAYER POND INV (3/4"-11" GRAVEL) o _� EXIST SLOPE m 4 4' MIN SECTION A (SEE PLAN) 100 - YEAR DEVELOPED FLOW 3.43 CFS (TYP) _ 100 YEAR WS 5408.45 TOP OF BERM SPILLWAY ELEV 5408.33 4 4 A 1 1 .... ...... . 1.5 THICK LAYER BURIED TYPE M (12 ") RIPRAP 6" THICK GRANULAR SPILLWAY BEDDING LAYER 4 WIDE x 5 LONG 3 —1" GRAVEL T OPS O IL AT 4 " ) COMPACT ALL JOINTS (SEE PLAN FOR EXTENTS) 4.0' 5' 4. 4 li e EMERGENCY SPILLWAY DETAIL t**" NTS C1.0 • mm i ORIFICE PLATE (SEE PLATE DETAIL) 2" CLR WELL SCREEN TRASH RACK (6) 5/8"0 SST TAMPER PROOF BOLTS 1" CLR EW POND INV 5404.00 ° °o �� i A q? p 0 INLET GRATE 100 YE An VASE + 50% VOL OF WO 07 -- L Lid D4U/.VV - /� EMERGENCY SPILLWAY N ELEV 5408.33 IIr d ' ff 4 l -Jj 1 A Pop- A PROFILE OF OUTLET W[ TRASH RACK STEEL PERFORATION PLATE (FOR FLOW CONTROL) 4 6» a ° MIN a Q w OPENING IN CONC a Q r`n 1' RACK SHALL BE ATTACHE W/ INTERMITTENT WELD PERFORATED PLATE 1/4" THICK 4 GALV STEEL ORIFICE PLATE o _ NOTES W/ WATER QUALITY OUTLET O � EL. 5404.00 1. SPECIFIED TRASH RACK: US FILTER STAINLESS STEEL PERFORATIONS (1 COLUMN OF 1/2 0 HOLES @ 4" OC) & o o WELL SCREEN WITH #93 VEE WIRE, 0.139" OPENINGS W/ 4.65 "0 5 —YR ORIFICE 12 in, BETWEEN WIRES, #156 SUPPORT RODS ON 3/4 SPACING OPENING VERTICAL ORIENTATION. TOTAL RACK THICKNESS OF 0.31" AND 3/8" X 1.0" SLAT BAR FRAME, 2. WELL— SCREEN TRASH RACKS SHALL BE ATTACHED WQ & 5 -YEAR PLATE DETAIL BY INTERMITTENT WELDS ALONG THE EDGE OF THE MOUNTING FRAME TRASH RACK NORTHING/ FASTING REFERENCE POINT 47 „ (CENTER OF GRATE) TOP OF BERM ELEV 5409.33 23.5 6„ 1 MAX STAINLESS STEEL CHANNEL FORMED INTO CONC WELLSCREEN FLOW TRASH RACK A TT A CHE D B A INTERMITTENT WELDING ALL SECTION B—B — PLAN MEW WELL SCREEN TRASH RACK (SEE DETAIL) POND INV 5404. z z w 0 III 0 III MINI� 100 YEAR ORIFICE PLATE (SEE DETAIL) 1.0% L} Q ® Q Ct d L` Q W 2' CONC PAN GROUT SMOOTH TRANSITION FROM PLATE TO PIPE INVERT OUT WELL SCREEN FRAME ATTACHED TO CHANNEL BY INTERMITTENT WELDS �: I► � '1 1 1 1 ° n B Id ® ° e d. G ° 0 4 d INV 5403.80 18 RCP d OUTLET PIPE SECTI A -A �d • • • • WE FINAL DEVELOPMENT PLAN AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, FORMERLY KNOWN AS WESTHAVEN PARK PLANNED COMMERCIAL DEVELOPMENT A PARCEL OF LAND LOCATED IN NW QUARTER OF SECTION 27, T3S, R69W, OF THE 6TH PM, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO LEGAL DESCRIPTION (AS MEASURED) A PART OF THE WEST ONE RALF OF THE WEST ONE HALF OF THE NORTHWEST ONE QUARTER OF THE NORTHWEST BOUNDARY SURVEY ONE QUARTER OF SECTION 27, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PW NCI PAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: �. e COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 27; THENCE SOUTH Owl 2-38- EAST, ALONG THE WEST Y LINE OF THE NW 1/4, Ml OF SAID SECTION 27, A DISTANCE OF 160.03 FEET; THENCE NORTH 89 °39'37° EAST PARALLEL WITH THE NORTH LINE OF SAID NORTHWEST ONE QUARTER A DISTANCE OF v: 40.22 FEET TO A POINT ON THE EAST RIGHT -OF -WAY UNE OF KIPLING STREET AND THE POINT OF BEGINNING; JOHNSON SHEET A fw'roak a,ov -orn0 THENCE NORTH 89 °42'54° EAST, DEPARTING THE EAST RIGHT -OF -WAY LINE OF SAID KIPLING STREET AND ALONG THE SOUTH LINE OF A PARCEL DESCRIBED IN WARRANTY DEED RECORDED AT RECEPTION NO. 8503M77. ADISTANCE OF - i® - -r- - - - - --------- 139. 62 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL; ��3,'Ya'¢P 'Y ' I THENCE NORTH 00 TOW MST ALONG THE EAST U NE OF SAID PARCEL DESCH BED AT RECEPTION NO. 8503M77,A i© DISTANCE OF WAS FEET TO THE SOUTHWEST CORNER OF THAT PARCEL CONVEYED TO THE CITY OF WHEAT RIDGE WWW BY WARRANTY DEED RECORDED AT RECEPTION NO. 94186976 LOCATED ON THE SOUTH RIGHT OF WAY LINE OF WEST jip �g 38TH AVENUE; c� THENCE ALONG THE SOUTH RIGHT OF WAY LINE OF WEST 38TH AVENUE, THE FOLLOWING (4) COURSES.' }$ (1) THENCE NORTH 89°39'37" EAST, A DISTANCE OF 90.02 FEET; (2) THENCE NORTH 00' 29'01" EAST, A DISTANCE OF 5.00 FEET; P (3) THENCE NORTH 89 39'37' EAST, A DISTANCE OF 56.49 FEET; I. (4) THENCE SOUTH"'ST51" EAST. A DISTANCE OF 14.16 FEET TO A MINT ON THE EAST LINE OF TRACT 'A "OF _ .._ ..— ..— ..— ..— ..— __..— _— __. —. —..— -- WESTHAVEN, RECORDED IN PLAT BOOK 9, PAGE 59 OF THE RECORDS OF JEFFERSON COUNTY, SAID POINT LOCATED ON THE WEST RIGHT -OF -WAY LINE OF JOHNSON STREET; ®' ---- - - - -_. THENCE SOUTH 00 °12'32 °EAST, ALONG ME MST RIGHT -OF -WAY LINE OF SAID JOHNSON STREET AND THE EAST LINE Q m r -/seae arP w , KIPLING STREET —.. —__ — ..— .. —.._ OF PA F6 FEET T NORTH LINE O HILLHAVEN, RECORDED IN ..— .a- —,li ..- .`.— __.. —.. oa �..r con n uv -o'-ru vwml e ivn`P.wM, . ruaw RECORDS OUN BOOK f 0, , PAGE GE 18 18 AT AT RECEPTION NO. O. 515 515 THE RE0309] OF THE RDS OF JEFFERSON COUNTY, , COLORADO; BOOK 1 THENCE SOUTH 8995'04' WEST, ALONG MID NORTH LINE OF LOT i HILLHAVEN, A DISTANCE OF 291.38 FEET TO A .— ..— _.... —__ _..— .— __..— ..— ..— .. —.._ POINT ON THE EAST RIGHT OF WAY LINE OF KIPLING STREET; THENCE ALONG THE EAST RIGHT-OF-WAYLINE OF SAID KIPLING STREET, THE FOLLOWING THREE (3) COURSES: NOTE: ALL BEARING SHOWN AREAS- MEASUREDUMCAL) (1) THENCE NORTH 00 12'58" WEST, A DISTANCE OF 214.34 FEET; (2) THENCE SOUTH BVW "WEST. A DISTANCE OF 4.93 FEET; (3) THENCE NORTH 00 11'48" WEST, A DISTANCE OF 937.29 FEET TO THE POINT OF BEGINNING, CONTAINING 362,965 SQUARE FEET OR 8.3330 ACRES, MORE OR LESS. BASIS OF BEARINGS IS THE RECORD BEARING OF S 00 °12'38" E ALONG THE WEST LINE OF THE NORTHWEST QUARTER OFSECTION27,T3S,R69W,6THP.M. BASED ON CITY OF WHEAT RIDGE MODIFIED GROUND COORDINATE SYSTEM BETWEEN FOUND MONUMENTS AT CITY OF WHEAT RIDGE POINT NO. 15409 -THE NORTHWEST CORNER OF SECTION 27 AND POINT NO. 160005 -THE SOUTHWEST CORNER NWt /4, NW19 OF SECTION 27, BOTH MONUMENTS BEING A 3.10 BRASS CAP IN RANGE BOX STAMPED CITY OF WHEAT RIDGE SURVEY MONUMENT LS 13212". PREPARED BY: ELDON L. KNOLL, PLS 25953 FOR AND ON BEHALF OF FRONTIER SURVEYING. INC. ALLOWED USES Include but are not limited to park, recreation, cultural and historical activities, In accordance with the adopted Parks and Recreation Master Plan, as amended from time -to -time. NOTE: Up to 36,000 square feet of the northern portion of the site may be used for commercial uses as allowed in the RC, Residential Commercial Zone District, and subject to Consistency with the Architectural & Site Design Manual. CHARACTER OF DEVELOPMENT The proposed FDP will serve as a Community park. The park will contain a grass practice field, a small grass amphitheater, restroom, several picnic shelters, playground, skate park, parking lot, landscaping, and detention pond. Access and parking will be off of Johnson Street. Parallel on- street parking will be provided at Johnson Street. Due to final design parking is only being provided on Johnson Street, not 35th Ave. The park will serve a wide range of residents, and will enhance the image of the city of Wheat Ridge. UNIFIED CONTROL STATEMENT Owned by the City of Wheat Ridge. To be used for parks and recreation purposes. DEVELOPMENT SCHEDULE Upon approval of Park Master Plan Design park ConsWction scheduled for 2009. CASE HISTORI LINE W z_ NORTH 0 100' 200' Q SCALE: 1" = 100' -0" M: C 3 WZ -82 -15 WZ -08 -04 WZ -09 -06 OWNER'S CERTIFICATE The belowsigned owner, or legally designated agent thereof, do hereby agree that the property legally described hereon will be developed as a Planned Development in accoNance with the uses, restrictions and conditions contained in this plan, and as may otherwise be required by law. I further recognize that the approval of a rezoning W Planned Development, and approval of this final development plan, does not create a vested property right. Vested property rights may only arise and accme pursuant to the provisions of section 26 -121 of the Wheat Ridge Code of Laws. Joyce Manwaring, Director of Parks and Recreation State of Colorado ) )SS County of Jefferson ) SURVEYOR'S CERTIFICATE I Eldon L. Knoll do hereby certify that the survey of the boundary of 38th & Kipling Park was made by me or under my direct supervision and to the best of my knowledge, information and belief, in accordance with all applicable Colorado statutes, current revised edition as amended, the accompanying plan accurately represents said survey. Signature Eldon L. Knoll CITY CERTIFICATION Approved this_ day of� , by the City of Wheat Ridge. ATTEST 0 'SL+' SEAL it 5 �lJ9� City Clerk Mayor �%� Community Development Director The foregoing instrument was acknowledged before me this _ Day of , AD. 20_ by Witness my hand and official seal. My commission expires: Notary Public COUNTY CLERK AND RECORDERS CERTIFICATE State of Colorado ) )as County of Jefferson ) I hereby certify that this plan was fileal in the office of The County Clerk and Recorder of Jefferson County at Golden, Colorado. at O'Clock_ M. onthedayof..A.D.,in Book Page. Reception No. JEFFERSON COUNTY CLERK AND RECORDER By: Deputy OWNERSHIP: City of Wheat Ridge City Ot , / Wheat�ge "'j RLL. 1:2 \'R" LANDSCAPE ARCHITECT: Design Concepts 211 N. Public Rd., Suite 200 Lafayette, CO 80026 Tel 303 -664 -4301 Fax 303 - 664 -5313 DESIGWC 0 N C E P TS Gn nmvulry mJ IonPU+pe FrrLUrcrt CIVIL ENGINEER: JVA Incorporated 1319 Spruce Street Boulder, CO 80302 Tel 303 -444 -1951 Fax 303 - 444 -1957 SURVEYOR: Date: 9.11.0 Frontier Surveying, Inc. 352 Norfolk Street Aurora, CO 80011 Tel 303 - 340 -0113 Fax 303 - 340 -0114 Ac— rxunlet Su1NEIra. urn Rhppt 1 of \1119 LI ITV RA A 1] FINAL DEVELOPMENT PLAN AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, FORMERLY KNOWN AS WESTHAVEN PARK PLANNED COMMERCIAL DEVELOPMENT A PARCEL OF LAND LOCATED IN NW QUARTER OF SECTION 27, T3S, R69W, OF THE 6TH PM, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO POND TRIANGLE 4 SITE PLAN z AREA (SQUARE FEET) % OF TOTAL LAND AREA R -1 EXISTING RESIDENTIAL PROPOSED PEDESTRIAN PROPOSED CURB r 0.59% AND GUTTER 891% BUILDING HEIGHT PROPERTY w PROPOSED BOUNDARY PROPOSED CURB 40.094 10.91% 1 °39'37 "E 1328% � -- 56.49 AND GUTTER {`( S44 °53 E 567% I PROPOSED CONCRETE 70.76% HOUSE AND 1 POD PLANNED STOP AND 19,597 COMMERCIAL � NOD'29'0P'E DEVELOPMENT 1 / 0 5.0 A'NI ALL HFONT � FUTURE CONVEYANCE AREA 1 1 ACCESS F 327,295 89.11% W M PARKING STALLS -� I�q 975% 35, FOR 9]5% 9'X18', 20'X20' PCNIC PLYGROUND 10'X20' HANDICAPPED 100.00% a z TRASH RECEPTACLE � iE N00 °1_3 " W 144.86' o 'k 'O EXISTING LOT LINE � 3 o I� W r NOT A PART OF THIS m PLANNED DEVELOPMENT �^ R W I h POND TRIANGLE 4 PROPOSED LIGHT FIXT A r / I 5' iiiScE'•:: ; {' PcSi ?i ii3 ^i� PROPOSED PEDESTRIAN N89°39'37 "E PROPOSED 8' 4' WOOD ESTATE PARK SIGN TO BE ACCESS POINT �- 40 22• SIDEWALK FENCE DESIGNED BY CITY _ S00 ° _ vvIC rl la _ _ S 00 °7 "E 180.03' AND GUTTER PROPOSED LANDSCAPE BERM, WEST LINE OF THE NWT /4, NW1 /4 SECTION 27 PROPOSED LANDSCAPE BERM, HEIGHT VARIES 6 -12" BASIS OF BEARINGS HEIGHT VARIES 6 -18" LEGEND C -1 EXISTING COMMERCIAL — j,Y { EVERGREEN TREE =] 6' DEPTH CONCRETE emu' VV RATWORK, SEE CWL O SHADE TREE W\ COLORED CONCRETE rn � fl F' SDRFAGNO PLRCE ® ORNAMENTAL TREE ENCINEEREO WOOD BENCX TGER PLAY SURFACING ° TRASH RECEPTACLE '� BLUEGRASS 500 SEAT/LANDSCAPE BOULDER REVEILLE SOD - BIKE RACK WOOD ESTATE FENCE r LOW -GROWN DRYTAND SEED EXISTING LIGHT POLE PLANING BED NiTH MULCH EXISTING PONERAIGHT POLE CRUSHER FINES k. PROPOSED LIGHT POLE - TYPE BE PROPOSED LIGHT oa POLE - TYPE AAI NORTH 0 50' 100' SCALE: 1" - 50' -0" SCULPTURE LOCATION KIPLING CENTERLINE EXISTING CURB AND GUTTER PROPOSED LANDSCAPE J PROPOSED PROPOSED 8' BERM, HEIGHT PEDESTRIAN SIDEWALK ACCESS POINT RC EXISTING PCD PLAN COMMERCIAL — —k- RESTRICTED DEVELOPMENT COMME PARKING REQUIREMENTS City standard parking ratio Parking spaces required I Packing spaces provided TBD by City TBD by City 43 On street parking allowed on Johnson Street, where determined appropriate. Due to the final design parking is only being provided on Johnson Street, not 35th Avenue. R -3A EXISTING R -2 EXISTING RESIDENTIAL THREE A RESIDENTIAL LAND USE CHART PROPOSED ALLOWABLE PROPOSED PEDESTRIAN AREA (SQUARE FEET) % OF TOTAL LAND AREA R -1 EXISTING RESIDENTIAL PROPOSED PEDESTRIAN BUILDING AREA ACCESS POINT 0.59% 32,730 891% BUILDING HEIGHT ACCESS POINT 24'. PROPOSED B' PROPOSED CURB 40.094 10.91% 48.780 1328% SIDEWALK 9,737 AND GUTTER r 567% 0 ED 6' PROPOSED CONCRETE 70.76% HOUSE AND PROPOSED PEDES LP.INT STOP AND 19,597 SWALK A'NI ALL HFONT % WEP T PROPOSEDCURB ACCESS ONE -WAY SIGN 327,295 89.11% 4 CIJM WALL 35,809 975% 35, FOR 9]5% 1DTAIL ALL AREAS 20'X20' PCNIC PLYGROUND 36] 311 100.00% rSIGHT TRIANGLE TRASH RECEPTACLE � SHELTERS, 400 S0. FT EA. o 'k JOHNSON STREET - EXISTING 1 I TRASH RECEPTACLE ._.. PROPOSED LIGHT FIXT A r / I 5' iiiScE'•:: ; {' PcSi ?i ii3 ^i� PROPOSED PEDESTRIAN N89°39'37 "E PROPOSED 8' 4' WOOD ESTATE PARK SIGN TO BE ACCESS POINT �- 40 22• SIDEWALK FENCE DESIGNED BY CITY _ S00 ° _ vvIC rl la _ _ S 00 °7 "E 180.03' AND GUTTER PROPOSED LANDSCAPE BERM, WEST LINE OF THE NWT /4, NW1 /4 SECTION 27 PROPOSED LANDSCAPE BERM, HEIGHT VARIES 6 -12" BASIS OF BEARINGS HEIGHT VARIES 6 -18" LEGEND C -1 EXISTING COMMERCIAL — j,Y { EVERGREEN TREE =] 6' DEPTH CONCRETE emu' VV RATWORK, SEE CWL O SHADE TREE W\ COLORED CONCRETE rn � fl F' SDRFAGNO PLRCE ® ORNAMENTAL TREE ENCINEEREO WOOD BENCX TGER PLAY SURFACING ° TRASH RECEPTACLE '� BLUEGRASS 500 SEAT/LANDSCAPE BOULDER REVEILLE SOD - BIKE RACK WOOD ESTATE FENCE r LOW -GROWN DRYTAND SEED EXISTING LIGHT POLE PLANING BED NiTH MULCH EXISTING PONERAIGHT POLE CRUSHER FINES k. PROPOSED LIGHT POLE - TYPE BE PROPOSED LIGHT oa POLE - TYPE AAI NORTH 0 50' 100' SCALE: 1" - 50' -0" SCULPTURE LOCATION KIPLING CENTERLINE EXISTING CURB AND GUTTER PROPOSED LANDSCAPE J PROPOSED PROPOSED 8' BERM, HEIGHT PEDESTRIAN SIDEWALK ACCESS POINT RC EXISTING PCD PLAN COMMERCIAL — —k- RESTRICTED DEVELOPMENT COMME PARKING REQUIREMENTS City standard parking ratio Parking spaces required I Packing spaces provided TBD by City TBD by City 43 On street parking allowed on Johnson Street, where determined appropriate. Due to the final design parking is only being provided on Johnson Street, not 35th Avenue. R -3A EXISTING R -2 EXISTING RESIDENTIAL THREE A RESIDENTIAL LAND USE CHART PROPOSED ALLOWABLE LAND USE AREA (SQUARE FEET) % OF TOTAL LAND AREA AREA (SQUARE FEET) % OF TOTAL LAND AREA BUILDING AREA 2,164 0.59% 32,730 891% BUILDING HEIGHT ISHNEAR 24'. FDP Submittal #2 ES WALKS &PWA 40.094 10.91% 48.780 1328% PARKING B ROADS 9,737 265% 20,815 567% OPEN SPACE & LANDSCAPED AREA $9.920 70.76% ZMSGO 6125% PLAY AREAS 19,597 5.34% TOTAL DEVELOPED PARK SHE 331.502 90.25% 327,295 89.11% NORTHEASTFUTURE CONVEYANCE 35,809 975% 35, FOR 9]5% 1DTAIL ALL AREAS 367,3111 10000%1 36] 311 100.00% 'GPTIDW]L 9NLNNN NV I I V tX 1.ttV 1. Vh V NOTE:_ THE OPENSPACE B LANOSCAPEDAREA SHOWN IS THE MINIMUMREOUIRED DESIGN I C ONCEPTS 4 BB TYPEAAI PROPOSED SIGNS 24­ No. RE3ER\ Des. by PARKI'. STOP Date: 7.31.( 1 R7 -I R1- "x1 7.31.09 12 24'. FDP Submittal #2 ES TYP- STOPSIGN HANDICA PARKING Revisions No. Description Des. by Drn. by Date Date: 7.31.( 1 FDP Submittal #1 ES MC 7.31.09 SITE PI 2 FDP Submittal #2 ES MC 9.11.09 Rhppt 9 of LANDSCAPE PLAN �1 SITE LEGEND NEW EVERGREEN TREE NEW ORNAMENTAL TREE O NEW SHADE TREE ® LANDSCAPE BOULDER BLUEGRASS SOD REVEILLE SOD ® PLANTING BED W/ 4" MULCH NATIVE SEED CRUSHER FINES PLAY SAND FINAL DEVELOPMENT PLAN AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, FORMERLY KNOWN AS WESTHAVEN PARK PLANNED COMMERCIAL DEVELOPMENT A PARCEL OF LAND LOCATED IN NW QUARTER OF SECTION 27, T3S, R69W, OF THE 6TH PM, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO Symbol i BoloNCNe.. Common Name 'St. Provided SHRUBS SCALE: 1" Area Provided % Area Pmvidetl R' Total Landscape Area ARBR Amnia atbulROlia'Bnlliantissima' intent Red Dinerstein, 45 CONT. 10 R19L Rites alpinum Alin Curanl #5 CONT. T SANE Salix opens, ar,arts, Silyslam Conspin, Wlllaw as COW.. 27 SNSN Splea nlpossnlca 5mwmouM' Smarromd Sphea 45 CONT 21 SPFR Spirea frltshmm Wiine' PIM Paresis SAM ll5 CONT. 81 SYDO Symplinflearpos dona 1psil'K¢tles' Amethyst 5npwte #5 CONT. 24 PEAT Pemvekia alnpisirolla Ruled. S. #S CONT. 65 PRBE Proms Besse iPawnee Banes Creeping Sand Off, 45 COM. 38 MBU Daphne x buMVm]'Caml Mackle' Carol Mttkie Copies #5 CONT. 13 ORNAMENTAL GRASSES HESE Hef laNClron sempeM2ns Blue Aver Cases #1 CON. 51 MI51 Mlcannlhas sinansis Mo Lights MOMINg LI Ms rhecanlhus of CON. 52 PAHA PenNSelum abpacurn es'Hameln' Oren Fountain Chase #1 CON. 336 PERENNIALS AGCA A aslache Cana Sonoran Sunset SonW n Sunset Hyssop #1 CON. 22 HELI Heatemcallis little Business' Little Business Dayllly IN CON. 32 BEER Gallagher. bMaMien Mexi an Primrose #1 CON. 57 PDHR Perelman digitalis 'Husker Red Husker Red Penstamon #1 CON. 179 DIRE manage Oeltoides Ong Rose ➢ Rose Dlanlhus 91 CONT 8 DEAL Ce2nthus mbar'Albus' While Valerian #1 CONE 75 ECPU Echlrcea misfires Puryle CAneAower #1 GONE BB GALI Gaut lindeneimen Whlnin Butterflies #1 CONT. 12 RUFU Rudbeckla sulfide GddetNm' Blacg- #1 CONT 18 IREN as enlists ISusan Ja n sa Ids e games, #1 CONT 12 VESB VemniW'Sunny Border Blue' Sunn Blue Vexation #1 CONT. 79 GROUNDCOVER Blu ss So] 135797fl z Reveille Sao 62137 ft! n Depth Mash Planting Bud 8511 d Ni Seed 49625n� Landscape Boulders 6a DESIGN (C ON C E P TS PLANTING NOTES 1 New turf is to be Bluegrass sod per specifications. Final sod grade shall be 1 1/2" lower than adjacent paving grade or edger except in the center of a Swale where drainage would be impeded. 2 Install 4" d i c e h f t d b h t' d all I 7. The following are minimum distances that plant materials can be placed from adjacent walls, fences, or paved areas. a. Evergreen trees — 8' b. Large s brats — 4' o. Medium shrubs — 2 1/2' d. Groundcavers — 12" eep w ps from tree and nmmin gs arch singe S. If there is a discrepancy between plant quantities on plant legend and plan, trees. Sample of wood chips to be approved by Landscape Architect prior to plan takes precedence. The summary of all other quantities represents a installation. approximate quantity only and may require some adjustment in material quantity 3. All planting beds ore to be mulched with a 4" deep layer of wood chip mulch at t of construct Contractor shall be respons for his/her own over geotexlile fabric Average top of mulch is to be 1" lower Man top of edger. construction quantity estimates. Any damage w be repaired at Contractors ,pens,. 4. Any plant substitutions are to be approved by Landscape Architect prior to 9. All irrigated turf areas shall not exceed 4:1 slopes. Dryland grass and shrub installation. bed areas shall not exceed 3:1 slopes, and shall be 4:1 where possible. 5. All turf to be watered using on underground automatic irrigation system. All 10. Soil amendments shall be used in oll landscape areas (sod, seed, mulch). A trees, shrubs, and groundcover to be watered using an underground automatic irrigation system. minimum of three (3) cubic yards soil amendment per 1000 square feet of landscape area shall be incorporated into the top six Inches (6 ') of topsoil by 6. Soil preparation shall consist of composted amendment per specifications. tilling. 11. All finished grades shall be approved by Owner prior to installation of sod, seed. or any other plant material. Required NORTH 0 4 red Re uiretl % SCALE: 1" eep w ps from tree and nmmin gs arch singe S. If there is a discrepancy between plant quantities on plant legend and plan, trees. Sample of wood chips to be approved by Landscape Architect prior to plan takes precedence. The summary of all other quantities represents a installation. approximate quantity only and may require some adjustment in material quantity 3. All planting beds ore to be mulched with a 4" deep layer of wood chip mulch at t of construct Contractor shall be respons for his/her own over geotexlile fabric Average top of mulch is to be 1" lower Man top of edger. construction quantity estimates. Any damage w be repaired at Contractors ,pens,. 4. Any plant substitutions are to be approved by Landscape Architect prior to 9. All irrigated turf areas shall not exceed 4:1 slopes. Dryland grass and shrub installation. bed areas shall not exceed 3:1 slopes, and shall be 4:1 where possible. 5. All turf to be watered using on underground automatic irrigation system. All 10. Soil amendments shall be used in oll landscape areas (sod, seed, mulch). A trees, shrubs, and groundcover to be watered using an underground automatic irrigation system. minimum of three (3) cubic yards soil amendment per 1000 square feet of landscape area shall be incorporated into the top six Inches (6 ') of topsoil by 6. Soil preparation shall consist of composted amendment per specifications. tilling. 11. All finished grades shall be approved by Owner prior to installation of sod, seed. or any other plant material. Revisions Required No. Provided red Re uiretl % Area Re uired IL Area Provided % Area Pmvidetl R' Total Landscape Area 20% 12620 72% 1 259 Total Turf Area Blue rash, Reveille 30% 21,786 76% 197,934 9.11.09 Ot . Re uiretl (%) Re uired # (By. Prohdetl °/a i D rovi Pded # Street Trees INA 70 tJA 70 Revisions No. Description Des. by Drn. by Date Date 1 FDP Submittal #1 ES MC 7.31.09 2 FDP Submittal #2 ES MC 9.11.09 LAND op._' : 7.31.( SCAF .4 0 _t FINAL DEVELOPMENT PLAN AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, FORMERLY KNOWN AS WESTHAVEN PARK PLANNED COMMERCIAL DEVELOPMENT A PARCEL OF LAND LOCATED IN NW QUARTER OF SECTION 27, T3S, R69W, OF THE 6TH PM, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 44' PICNIC SHELTER SCALE: 11W'= 1' -0" AMERICANA 44' APACHE SIX —SIDED TUBULAR METAL SHELTER WITH DOUBLE TIER 18" STANDING SEAM ROOF. STANDARD COLOR FINISH. ROOF TO BE TERRA COTTA. POST COLOR TO BE TAN. SCALE: 1/2" = T -0" AMERICANA 20'X20' NAVAJO SQUARE TUBULAR METAL SHELTER WITH 18 STANDING SEAM ROOF. STANDARD COLOR FINISH. ROOF COLOR TO BE TERRA COTTA, POST COLOR TO BE TAN, 6' FRONT RESTROOM ENCLO SIDE SCALE: 14' mw 1' -0" CONCRETE MASONRY UNIT WITH STONE VENEER AND METAL STANDING SEAM ROOF. COLOR TO BE TERRA COTTA. I R 1 + . ::�•'� ; "tS:s�,di mtwl x Ya i. �1� `� y ......;._ ..T;. : :. Bnuhle Fi (N.. llluminelp) disp -- t� Scale:✓' =1' -0' 5116' B.D. steel pipe Steele emfiedd:d in ensile lodter ttP. Boun Supports n PARK SIGN General Bescdpllon -- 2'r 1'sleel channel lramesvilh nndiuslap ealllram'msitlelosleelsupporis. O'srf" 1vlm .0g 0 &Mu'um faces. One M t,'Mm0Va64 t0aeee5¢t.MMIpI' W6p"'la. Paint to match PIdS 343e Dark Dman — Radius 1 %'aluminum lralna paten Crain sIMS ding 6 otlomedge). Pellgraledaluminum (adius)panel. welded to inside of hams. P¢rloated panol`eYnd s 1 W sUggsreticenlers. AM0la 6aekgmand panel wimmile clips. C,wy w011ckcutout aluminum punsd wth Capy- #3650 -120 Sabn Numinum Vinyl - Sup oI 6'.o.d sleelcappedonlop. sleeved n105 3/8 dd p set in concrete mul" SCALE: 3W 'mm 1' -0" DESIGN(I)CONCEPTS 20'x2 PICNIC SHELTER 0 ._ 3 .. Q . 4 .. PORT -O -LET ENCLOSURE 3 SCALE: 1/2" =1'-0" AMERICANA 10'X10' IWNI TUBULAR METAL SHELTER WITH INSULATED ROOF A STANDING SEAM ROOF. STANDARD COLOR FINISH. ROOF COLOR TO BE TERI POST COLOR TO BE TAN. Revisions Date No. Description Des. by Drn. by Date 1 FDP Submittal #1 ES MC 7431 M09 ARCf 2 FDP Submittal #2 ES MC 9.11.09 Shei : 7.31. IITEC :t 4 of City of Wheat�dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building August 31, 2009 Carol Henry Design Concepts 211 N. Public Road Suite 200 Lafayette, CO 80226 Dear Ms. Henry: 7500 W. 29 °i Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to your request for approval of an administrative Final Development Plan approval for property located at 3700 Kipling Street. I have reviewed your submittal and have the following comments: SHEET ONE 1. Under "Character of Development ", revise the last sentence to read, "Parallel on- street parking will also be added provided at West 35 Avenue, if appropriate." 2. In the "Surveyor's Certificate ", under the signature line, indicate who the surveyor of record is who will be signing and sealing the document. 3. In the "City Certification ", provide a "SEAL" location for the City Clerk. 4. In the case history box, add the following case numbers: WZ- 82 -15, WZ- 08 -04, WZ -09 -06 5. The civil plans (Sheets 5 -10) will not be part of the recorded document so they should be removed from the plan set. Sheet 1 should be renumbered as Sheet 1 of 4. SHEET TWO 1. Add property dimensions to the drawing. 2. Designate the Appleridge Cafe property as being "not a part of this development ". 3. The property at the northeast corner should be shown as "future conveyance area ". 4. The notation about parking stall sizes should be indicate that handicapped spaces must be 8- 1/2' x 20' to meet ANSI standards. 5. Please designate the one -way circulation within the parking lot. 6. The minimum aisle width must be increased to 22'. 7. The northern curb cut to Johnson should be at least 20' wide. 8. One sign is shown at the parking lot entrance to Johnson. Are any other signs proposed? If so, they should be shown. The approved ODP relies on Article VII of the zoning and development code for sign size allowances. Typically for quasi - public uses, the maximum size allowance is 32 s.f., although we may be able to negotiate a larger size based on the property being zoned PCD. 9. Under "Parking Requirements ", add a note that on- street parallel parking is allowed on Johnson and W. 35 Avenue, where appropriate. 10. In the land use chart, the land use category coverages do not add up to 329, 336 s.f. According to my calculation, the total developed park site is 331, 502 s.f. The corresponding combined percentages equal 91.3% versus 90.70% shown. www.ci.wheatridge.co.0 s 11. Section 26 -503 (exterior lighting) limits freestanding light pole height to 18' in height which fixture type BB meets, but AA -1 does not. 12. There appear to be additional lighting fixtures in the parking lot which are not designated on the legend. Are these light fixture Type AAl? 13. For Kipling, delineate the right -of -way reservation area and add the following note: "Reservation for right -of -way purposes shown 75' off of Kipling centerline ". 14. Renumber this sheet as Sheet 2 of 4. SHEET THREE I. For Kipling, delineate the right -of -way reservation area and add the following note: "Reservation for right -of -way purposes shown 75' off of Kipling centerline ". 2. On the southeastern side of the graphic, there are landscape quantities shown for three (3) AMCA's., however this symbol is not shown in the legend. Please clarify. 3. In the table, indicate that the required number of street trees required is 70 and the number of street trees provided is 70. 4. In the table for "Street Trees ", "Quantity Required ( %) ", change TBD by City to N /A ". 5. In the table for "Street Trees ", "Quantity Provided ( %) ", change TBD by City to N /A ". 6. In the table, remove the row for "All Trees and Shrubs ". 7. Renumber this sheet as Sheet 3 of 4. SHEET FOUR Renumber this sheet as Sheet 4 of 4. Attached are referrals received from other city departments and outside agencies regarding the plat document. Xcel Energy: See comments from Theresa Wilson dated August 25, 2009. Consolidated Mutual Water Company: See comments from Michael Queen dated August 14, 2009. Colorado Dept. of Transportation: See comments from Bradley Sheehan dated August 17, 2009. City of Wheat Ridge Public Works Department. See comments from Mark Westberg dated August 26, 2009. Wheat Ridge Fire Protection District: See comments from Kelly Brooks dated August 27, 2009. Westridge Sanitation District: See comments from Raj Loth dated August 18, 2009. This concludes the summary of comments. Please address each of these corments by revising the drawings accordingly. For clarification on any of these issues, please feel free to contact any of the Development Review committee members: Community Development Meredith Reckert 303 - 235 -2848 Public Works Dave Brossman 303 - 235 -2864 Traffic Engineering Steve Nguyen 303 - 235 -2862 Project Supervisor Mark Westberg 303- 235 -2863 This Final Development Plan approval is being processed administratively. Once the changes are made, please submit four copies of the revised plan sets. Three copies of the revised technical documents should be submitted as well. If you have any questions or need further clarification, do not hesitate to contact me at 303 - 235 -2848. Sincerely, , V Meredith Reckert, AICP Senior Planner c: Joyce Manwaring WZ -09 -06 AW Mir Adow XCel EnergySM PUBLIC SERVICE COMPANY August 25, 2009 City of Wheat Ridge Community Development 7500 West 29 Avenue Wheat Ridge, CO 80033 Attn: Meredith Reckert Right of Way & Permits 1123 West T 4 Avenue Denver, Colorado 50223 Telephone: 303.571.3326 Facsimile: 303.571.3524 Re: 38 & Kipling Park Planned Commercial Development & FDP Public Service Company of Colorado (PSCo) has reviewed the plans for 38 th & Kipling Park Planned Commercial Development & FDP and has no conflict. The developer must contact the Builder's Call Line at 1- 800 - 628 -2121 and complete the application process for any new gas or electric service or modification to existing PSCo facilities. It is then the responsibility of the developer to contact the Designer assigned to the project for approval of design details in order to provide gas and electric service to this project. Additional easements may need to be acquired by separate document for new gas or electric facilities. As a safety precaution, Public Service Company of Colorado would like to remind the developer to call the Utility Notification Center, at 1- 800 -922 -1987, to have all utilities located prior to any construction. If you have any questions about this referral response, please contact me at (303) 571- 3326. Thank you, Teresa Wilson Contract Right of Way Processor Siting and Land Rights CCC ONSOLI DATED mutual water August 14, 2009 City of Wheat Ridge Community Development Ms. Meredith Reckert 7500 West 29 Avenue Wheat Ridge, Colorado 80033 U . 9_� -v Re: Case Number WZ -09 -06 — 3700 Kipling Street Dear Ms. Reckert: This will acknowledge receipt of your correspondence dated August 11, 2009 regarding the above referenced property. Our comments remain the same as in prior correspondence to the Community Development Department. We have no additional comments or changes for the above referenced project. If you should have any questions or comments regarding this correspondence, please contact this office. Sincerely, Michael E. Queen President /Iw cc: Greg Stroeder, CMWCo Water Distribution Manager Scott Hatcher, CMWCo Project Engineer THE CONSOLIDATED MUTUAL WATER COMPANY 12700 West 27th Avenue • PO. Box 150068 • Lakewood, Colorado 80215 Telephone (303)238 -0451 • Fax (303)237 -5560 Page 1 of 1 Meredith Reckert From: Sheehan, Bradley [Bradley .Sheehan @dot.state.co.usl Sent: Monday, August 17, 2009 9:50 AM To: Meredith Reckert Subject: FW: 094009 38th AND KIPLING PARK WEST 38TH AVENUE AND KIPLING STREET SH 391 CITY OF WHEAT RIDGE STATE OF COLORADO * 5 , . DEPARTMENT OF TRANSPORTATION Reg ion 6 Traffic Access/U tilities Permits Roadside Advertising 2000 South Holly Street Denver, Colorado 80222 303 -512 -4272 FAX 303- 757 -9886 August 17, 2009 City Of Wheat Ridge Meredith Reckert 7500 West 29 Avenue Wheat Ridge, Colorado 80033 Dear Meredith: RE: 38 AND KIPLING PARK WEST 38- AVENUE AND KIPLING STREET SH 391 CITY OF WHEAT RIDGE Thank you for referring the final development plan proposal for our review. The accesses onto Kipling Street will need to be closed with the park construction. To close a vehicular access, where such work will be within state highway right -of -way, a state highway Access Permit is required. Please visit our website at http://www.dot.state.co.us/formsdepository/edot0137.p or obtain the application through this office. In addition, a Special Use Permit for utilities, landscaping, and sound walls for work within the right of way will be required from this office. If you have any questions, please contact me at 303 -521 -4271 Sincerely, Bradley T. Sheehan P.E. Change top margin to 1" for subsequent pages. 8/17/2009 41 1 City of Wheat dge PUBLIC WORKS City of Wheat Ridge Municipal Building August 26, 2009 Luke Mullranin Design Engineer JVA, Incorporated 1319 Spruce Street Boulder, CO 80302 303.444.1951 7500 W. 29 Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2861 F: 303.235.2857 Re: First Review Comments of the Final Development Plan and Final Drainage Report for the Wheat Ridge City Park, whose location is bounded east and west by Kipling and Johnson Streets, and north and south by W 35 and W 38 Avenues. Dear Mr. Mullranin, The Public Works staff has completed the first review of the above referenced documents received on August 12, 2009 and we have the following comments: PLANNING Final Development Plan: 1. To ensure the process continues to move forward in a most efficient manner, I recommend the civil plan sheets 5 -10 be separated from the Final Development Plan sheets and resubmitted as a stand -alone Civil Construction Plans set. 2. The Legal Description on the submitted Final Development Plan will need to be modified to match the Current City Datum. The Basis of Bearing used is shown as S00 °12'37 "E, along the west line of the NW corner Section 27. The accepted City-based bearing for this line = S00 °12'38 "E. Please rotate all bearings as appropriate in the Legal Description and modify the "Record Bearing" by 1" in the Basis of Bearing Statement to meet this City Code requirement. (This small error was apparently missed on the Outline Development Plan, but should be corrected on the FDP to satisfy our Code requirements). And FYI ... the Basis of Bearing is shown correctly in the graphical linework on Sheet 1. 3. The curb & gutter on the plan views of all sheets will need to be modified to meet the current City of Wheat Ridge standard local street section (34' FL -FL). CIVIL ENGINEERING Civil Construction Plans: General 1. Please provide a P.E. seal and signature on all sheets of the revised Construction Plans. www.ci.wheatridge.co.us Public Works Engineering August 26, 2009 Page 2 Sheets 7 & 8 (Grading & Drainage Plan) 2. All storm sewer conduits must be HDPE; PVC pipe will not be approved by PW. 3. Please include a detail for the area of the outfall to ensure proper construction. Include specific instructions for grading (limits, proposed %'s, etc.), MH & inlet tie -in (i.e., is concrete collar needed), the rip -rap dimensions & placement (i.e., grouted or not), any restorative measures (i.e., post - construction BMP's), etc. 4. Please refer to the Drainage Report/Plan and the comments from the redlined Drainage Plan for additional drainage- related comments affecting this sheet. Sheet 9 (Street cross Sections) 5. The streets, both 35 Avenue and Johnson Street, must be widened enough to allow for two travel lanes, 11 feet wide each, and parallel parking, 6 feet wide, adjacent to the park. 6. Need to include the following for the necessary widening: a. For Johnson Street: i. Twenty -five (25) foot stationed cross - sections from the easterly edge of asphalt (EOA) westerly to the subject property Line (P L ). ii. A profile of the flowline. b. For West 35 Avenue: i. Twenty -five (25) foot stationed cross - sections from the southerly edge of asphalt (EOA) northerly to the subject property Line (PL) ii. A profile of the flowline. 7. As an alternate to widening the streets, parallel parking pockets could be constructed. The parking pocket on Johnson Street should extend from 50 feet south of the parking lot entrance to within 50 feet north of W 35 Avenue. This should allow around 36 spaces. The parking pocket on W 35 Avenue should extend from 50 feet west of Johnson Street to within 50 feet of Kipling Street. This should allow 9 spaces. 8. Recommend that the north end of Johnson Street be of adequate width and striped for one southbound lane and two northbound lanes. The northbound lanes should be marked as left turn only and right turn only. 9. Please modify the Typical Sections A -C per the redlined comments. 10. Need to identify on all plan views exactly where the WR Single Inlet (Special) is proposed. 11. Please replace the Rigid Pipe detail with the standard City of Wheat Ridge Non -Rigid Pipe Detail (for plastic pipe). Sheet 10 (Site Details) 12. The typical intersection crosspan detail does not provide the 3 -foot wide by -pass walk as required per current ADA standards. PW recommends that the standard CDOT Type 1 ADA ramp be utilized at all intersections where new ramps will be constructed or existing walk/ramps need to be modified. Either CDOT Type lA or Type 2A ramps must be constructed at all street intersections. Please modify this detail accordingly. w wximheatridgexo.us 38th Kipling WR City Puk_FDP FDR - reviewl.doc Public Works Engineering August 26, 2009 Page 3 13. Please include the following City of Wheat Ridge standard details: c. CDOT ADA ramps (either Type IA or Type 2A). d. Manhole e. Standard Single Inlet. f. Detached Sidewalk. g. All Erosion Control Detail Sheets. DRAINAGE Final Drainage Report (Discussion): General 1. The Report needs to be renamed to "Final Drainage Report ". Site Description 2. The irrigation ditch starts at the southwest corner of the property and continues along the south, then east boundaries. Site Drainage and Existing Facilities 3. A discussion of the impact of the existing irrigation ditch on the existing drainage pattern needs to be included in this section. 4. The tributary area for Basin HOS 1 does not seem accurate. The southern boundary of the basin appears to be at least 30 Drive, if not the Rocky Mountain Ditch. 5. A second off -site basin should be added that includes the area that discharges from the storm sewer at the southeast corner of the property. 6. A third off -site basin should be added for the west half of Johnson Street. 7. A table showing the peak flows for both the Q5 & Qtoo for each of the existing sub -basins should be included. 8. In addition, a table showing the peak flows at the three main design points should be included. The design points are the (1) northeast corner that discharges west of the Cafd, basins Hl and HOS1, (2) north property east of the Cafe, basin H2, and (3) low point in Johnson Street, second and third off -site basins discussed above. Hydrologic Method and Design Storm Frequencies 9. Change the word "Town's" to "City of Wheat Ridge's ". Proposed Site Basins 10. A table showing the basin areas and developed Q5 & Q100 flow rates for each of the basins should be included. 11. In addition, a table showing the peak flows at the same three main design points should be included to allow comparison between the existing and proposed drainage patterns. wwwxi.wheatrid gexo. us 38th Kipling WR City Park_FDP FDR - reviewt.doc Public Works Engineering August 26, 2009 Page 4 12. It appears that the intent is to capture and convey basins Al — A8 to the stormwater pond, basins B1, B2, and OS would be discharged directly to Johnson Street, the eventual discharge point of OS2 is not clear, and OS3 discharges at design point (1). This design dramatically changes the drainage patterns for this site and the flows at each of the design points. While this has several advantages, particularly for the Cafd, the impact of this change in drainage pattern must be analyzed and discussed. a. Basin OS is proposed to be conveyed to the east to Johnson Street. Calculations need to be included to ensure that the allowable capacity of the proposed curb /gutter is adequate to convey both the minor and major storm events. In addition, the flows may need to be captured by an inlet near the 35` Avenue /Johnson Street intersection to avoid exceeding the allowable capacity of the proposed curb /gutter along Johnson Street. b. The allowable capacity of the proposed storm sewer and curb /gutter along Johnson Street may need to be analyzed at several locations. The tributary areas would be basins OS 1, B1, B2, both added off -site basins and eventually the discharge from the stormwater pond. c. The discharge point of basin OS2 should be clarified. d. Because of the shift in drainage patterns, the storm sewer between the south side of 38 Avenue and Kipling Street needs to be analyzed to ensure that it has adequate capacity for the increased flows. Inlet Design and Storm Sewer Design 13. This section states that major storm flows will sheet flow overland to the pond. The proposed grading plan will not accomplish this. Only basins A7 and A8 will flow overland into the stormwater pond. The remaining basins will flow around the west end of the pond towards the Cafd. 14. A description of the pipe size, type, percent grades, and type of flow (i.e., subcritical/ supercritical) for each pipe run should be included. 15. Also, if any special construction guidelines will be needed due to the presence of supercritical flows should be discussed. Runoff, Detention, and Water Quality Pond 16. Include both the required (100 -year plus 50% WQCV) and provided pond volumes, in support of the statement made that "the pond has been designed to provide more than the required volume ". 17. To clarify, the volume for the 100 -yr event also needs to include 50% of the WQ event. 18. State that minimum 1 -foot of freeboard has been provided per the UDFCD standards. 19. Include the detention pond release rates for the minor and major events. 20. The discharge for the 5 -yr and 100 -yr needs to be controlled by more than an earthen berm, as it is too easy to alter. A concrete weir or similar hard structure needs to be used. 21. Include the following elevations in the discussion: a. Top of pond (berm). b. Crest of the emergency overflow weir. c. The pond bottom elevation by the outlet structure. d. The WQCV, 5 -year, and 100 -year water surface elevations. wwwxi.wh eatridgexo. us 38th Kipling WR City Pak_FDP FDR - reviewl.doc Public Works Engineering August 26, 2009 Page 5 22. Need to discuss where the flows will go upon release from the emergency overflow when they are "safely released to the Johnson Street Right -of- Way." Is the single City standard inlet proposed along the westerly side of Johnson Street adequate? And state whether the existing 24" RCP under West 38 Avenue will be able to handle the proposed 100 -year event. 23. The City recommends the use of a small (generally 2 feet -wide) concrete trickle channel for the pond bottom near the outlet structure to ensure the pond will fully drain per the City Site Drainage Requirements. If a channel is to be used it should be added to the discussion (percent grade to the outlet structure, etc.). If not, discuss how the pond bottom will fully drain, and also maintained, i.e., how weeds will need to be addressed on a regular basis to keep the outlet structure clear and functioning, how water standing for more than 40 hours will be dealt with, i.e., pumped out, and the possibility of mosquito mitigation, etc. 24. The sides of the pond must be graded to a minimum of 2% towards the trickle channel. Please state this requirement has been met in the proposed design. 25. Please discuss the depth and velocity of the flows for the initial and major storms, and whether any curb overtopping (which is not allowed) is anticipated on Johnson Street. 26. The Wheat Ridge City Council wants developers to strive for more aesthetically pleasing detention facilities. This City Park project is a prime opportunity to showcase how a detention pond can actually become an amenity to a site rather than a detractor. Discuss the plant materials proposed in and around the detention facility, keeping in mind eye - appeal. Be sure the material selected for the pond bottom will be tolerant to the amount of moisture the pond could receive, and that the sides of the pond are not too steep to allow for good growth and maintenance of the proposed materials. (If your client agrees, you may need to discuss specific plant materials with Margaret Paget, the City's Open Spaced Coordinator at 303.205.7554). Stormwater Management Plan 27. Need to add the statement that "no Building Permits or Grading /Fill Permits shall be issued by the City prior to review and approval of the Stormwater Management Plan". 28. State that all erosion control measures must be in place prior to the commencement of any construction activities. Conclusions 29. The ditch that crosses from Johnson Street to 38 Avenue north of the property is not an irrigation ditch, it is a drainage ditch. 30. The Site Drainage Requirements cited in the Reference section are outdated. Please refer to the current revision of these Requirements dated July 2009 (see attached). 31. Please provide a P.E. seal and signature on the revised Final Drainage Report. Final Drainage Report (Appendix): Composite Runoff Coefficient & Time of Concentration Calculations 1. The maximum recommended initial overland flow length for urbanized areas is 300 feet. The flows in most of the basins, particularly basins A3, A6, B2, and OS3, will likely channelize much sooner than is shown in the calculations. www.ci.wheatridge.co.us 38th Kipling WR City Pwk_FDP FDR - reviewl.doc Public Works Engineering August 26, 2009 Page 6 2. Basin A -6 does not appear to have the future skate park included in the calculations. 3. It appears that the pond calculations include the entire site. The pond should only be designed for the areas that are tributary to it. Storm Drainage System Design 4. The flows on these sheets appear to have been simply added together, rather than routed. While this is a conservative approach, it likely results in higher than practical design flows. Pond Volume Calculations 5. Minimum freeboard (elevation) should be included on the page with the pond volume calculations. 6. Include the orifice plate calculations, and the Q5, & Qloo release rates for the outlet structure. 7. Need to include the (calculated) total time needed for the pond to fully drain. The pond is required to fully drain within 24 -40 hours. Street and Inlet Calculations (Not included.) 8. Include street capacity calculations for the W 35 Avenue and Johnson Street curb & gutter. (No curb overtopping is allowed during the minor storm.) 9. Include inlet capacity calculations for all proposed (standard City) storm inlets within the grass areas, parking lot, and any public Right -of -Way. 10. Provide plan & profiles for all storm sewers, identifying the pipe runs and showing hydraulic & energy grade lines. 11. Due to the presence of supercritical flows, include any special instructions that may be needed to properly construct (i.e., pipe joints, etc.). Final Drainage Plan: 1. In order to ensure complete capture of the runoff, the area inlets in the grass areas should be designed in a sump condition. 2. The inlets need to be enlarged for clarity and the type identified. 3. Include an enlarged, detailed view of the east end of the detention facility showing the outlet structure & associated pipe, the connection to the proposed storm sewer, etc. as depicted on the redlined Plan. 4. Provide to -scale cross - sections A -A and B -B in the locations indicated on the redlined Plan. 5. Provide some percent grades for the proposed curb & gutter along both Johnson Street and W 35 Avenue. 6. Show the proposed grade percents for the parking lot. 7. Show the location of the concrete trickle channel (if used). 8. Need to show the pipe type, size, and percent grade for all storm sewer conduits. 9. Provide a detail for the emergency overflow spillway. 10. Need to double -check the pond bottom elevation on the Perforated Plate Detail on sheet C1.2. www. ci.wh eatridge.coms 38th Kipling WR City Pwk_FDP FDR - reviewl.doc Public Works Engineering August 26, 2009 Page 7 11. Please lighten the proposed drainage basin boundary linetype. Being as dark and wide as it currently is covers up much of the detail of the Plan. 12. Please provide a P.E. seal and signature on the revised Final Drainage Plan Two hardcopies and one electronic copy of all documents are to be submitted for review and approval with each submittal. The revised Final Development Plan and Final Drainage Report are to be submitted in PDF format. The electronic documents may be delivered either on CD -ROM with the hardcopies, or sent via e-mail to: dbrossman(&i.wheatridge.co.us The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. If you have any questions, please contact me at 303.235.2863. Sincerely, Mark A. Westberg, PE, CFM Project Supervisor CC: Steve Nguyen, Engineering Manager Meredith Reckert, Senior Planner Dave Brossman, Community Development Engineer File vri"vA.wheatridge.co.us 38th Kipling WR City Pazk_FDP FDR- reviewl.dac Wheat Ridge Fire Protection District 3880 Upham Street > Wheat Ridge, Colorado 80033 -4825 303 -403 -5900 ® Pax 303 -940 -0350 a caww.wrfire.org August 27, 2009 Meredith Reckert City of Wheat Ridge Community Development 7500 West 29" Ave Wheat Ridge, CO 80033 RE: Community Development Referral CASE No.: WZ -09-06 /Design Concepts for City of Wheat Ridge Parks and Rec. The Wheat Ridge Fire Protection District has reviewed the Design Concepts Plan and we have no objections, concerns or suggestions. Please feel free to contact me if there are any questions or concerns with respect to this review. Reviewed by, e Fire Marshal Wheat Ridge Fire Department WESTRIDGE SANITATION DISTRICT 3705 KIPLING STREET, SUITE 101 WHEAT RIDGE, COLORADO 80033 303 -424 -9467 August 18, 2009 Ms. Meredith Reckert, Case Manager Dept. of Planning & Development City of Wheat Ridge 7500 West 29` Avenue Wheat Ridge, Colorado 80215 REF: Case No. WZ -08 -04 at 3700 Kipling Park (PCD) FORMERLY KNOWN AS WESTHAVEN PARK Dear Ms. Reckert: Reference is made to your request regarding proposed development, and zoning change from ODP to PCD (Outline Development Plan to Planned Commercial Development) at 3700 Kipling Street, Wheat Ridge, Colorado The referenced site is within the boundary of the Westridge Sanitation District. At this date, there is sufficient capacity for up to two (2) equivalent single family residential units in the downstream District sanitary system to serve your short range development. The District will serve the proposed long range development of this site, subject to compliance with all applicable District rules and regulations and subject to upsizing of approximately 300 feet of 8 -inch diameter sanitary sewer pipe in the vicinity of West 38 Avenue and Lee Street. If you have any questions regarding this matter, please contact this office at 303 - 233 -2058. I would be pleased to discuss this matter with you in greater detail at your request. cc: District Office File: W54 -0 Rep. for the District E st e City of 9 7Wheat�dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building August 25, 2009 Carol Henry Design Concepts 211 N. Public Road Suite 200 Lafayette, CO 80226 Dear Ms. Henry: 7500 W. 29` Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to your request for approval of an administrative Final Development Plan approval for property located at 3700 Kipling Street. I have reviewed your submittal and have the following comments: SHEET ONE 1. Under "Character of Development ", revise the last sentence to read, "Parallel on- street parking will also be added provided at West 35` Avenue ". Due to the final design parking is only being provided on Johnson not 35 Avenue. 2. In the "Surveyor's Certificate ", under the signature line, indicate who the surveyor of record is who will be signing and sealing the document. Surveyor's name has been added. 3. In the "City Certification ", provide a "SEAL" location for the City Clerk. A space has been added for this. 4. In the case history box, add the following case numbers: WZ- 82 -15, WZ- 08 -04, WZ -09 -06 These were added 5. The civil plans (Sheets 5 -10) will not be part of the recorded document so they should be removed from the plan set. Sheet 1 should be renumbered as Sheet 1 of 4. These sheets have been removed from this set. SHEET TWO 1. Add property dimensions to the drawing. The dimensions have been added. 2. Designate the Appleridge Caf6 property as being "not a part of this development ". This note has been added. 3. The property at the northeast corner should be shown as "future conveyance area ". This note has been added. 4. The notation about parking stall sizes should be indicate that handicapped spaces must be 8- 1/2' x 20' to meet ANSI standards. This note has been revised. 5. For two -way traffic in the parking lot, the minimum aisle width must be increased to 22'. The aisle widths are one -way only. The dimensions were incorrectly labeled and have been revised. 6. The northern curb cut to Johnson should be 22' wide. The aisle width was incorrectly labeled and meets this requirement. www.ci.wheatridge.co.us 7. One sign is shown at the parking lot entrance to Johnson. Are any other signs proposed? If so, they should be shown. The approved ODP relies on Article VII of the zoning and development code for sign size allowances. Typically for quasi - public uses, the maximum size allowance is 32 s.f., although we may be able to negotiate a larger size based on the property being zoned PCD. There is one other proposed sign along Kipling which is now identified on the plan. The Owner is designing these signs. They fall within the 32 s.f. size allowance. An elevation of the sign is included on sheet 4. 8. Under "Parking Re2uirements ", add a note that on- street parallel parking is allowed on Johnson and W. 35 Avenue. Due to the final design parking is only being provided on Johnson not 35 Avenue. 9. In the land use chart, the land use category coverages do not add up to 329, 336 s.f. According to my calculation, the total developed park site is 331, 502 s.f. The corresponding combined percentages equal 91.3% versus 90.70% shown. The chart has been revised. 10. Section 26 -503 (exterior lighting) limits freestanding light pole height to 18' in height which fixture type BB meets, but AA -1 does not. Fixture AA -1 has been revised to not exceed 18' height. 11. There appear to be additional lighting fixtures in the parking lot which are not designated on the legend. Are these light fixture Type AA1? Yes. Fixture AA -1 has been added to the legend. 12. For Kipling, delineate the right -of -way reservation area and add the following note: "Reservation for right -of -way purposes shown 75' off of Kipling centerline ". This note has been added. 13. Renumber this sheet as Sheet 2 of 4. All sheets have been renumbered. SHEET THREE 1. For Kipling, delineate the right -of -way reservation area and add the following note: "Reservation for right -of -way purposes shown 75' off of Kipling centerline ". This note has been added. 2. On the southeastern side of the graphic, there are landscape quantities shown for three (3) AMCA's., however this symbol is not shown in the legend. Please clarify. The plan and legend have been revised to eliminate this error. 3. In the table, indicate that the required number of street trees required is 70 and the number of street trees provided is 70. These numbers have been added to the table. 4. In the table for "Street Trees ", "Quantity Required ( %) ", change TBD by City to N /A ". The table has been revised to include this information. 5. In the table for "Street Trees ", "Quantity Provided ( %) ", change TBD by City to N /A ". The table has been revised to include this information. 6. In the table, remove the row for "All Trees and Shrubs ". This row has been removed. 6. Renumber this sheet as Sheet 3 of 4. All sheets have been renumbered. SHEET FOUR 1. Renumber this sheet as Sheet 4 of 4. All sheets have been renumbered. Attached are referrals received from other city departments and outside agencies regarding the plat document. Xcel Energy: See comments from Theresa Wilson dated August 25, 2009. Consolidated Mutual Water Company: See comments from Michael Queen dated August 14, 2009. Colorado Dept. of Transportation: See comments from Bradley Sheehan dated August 17, 2009. City of Wheat Ridge Public Works Department: See comments from Dave Brossman dated August 24, 2009 and comments from Mark Westberg dated August 25, 2009. 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: Community Development Meredith Reckert 303 - 235 -2848 Public Works Dave Brossman 303 - 235 -2864 Traffic Engineering Steve Nguyen 303 - 235 -2862 Project Supervisor Mark Westberg 303 - 235 -2863 This Final Development Plan approval is being processed administratively. Once the changes are made, please submit four copies of the revised plan sets. Three copies of the revised technical documents should be submitted as well. If you have any questions or need further clarification, do not hesitate to contact me at 303 - 235 -2848. Sincerely, Meredith Reckert, AICP Senior Planner c: Joyce Manwaring WZ -08 -04 e� City of Wheatdge COMMUNITY DEVELOPMENT Community Development 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax: 303.235.2857 Community Development Referral Form Date: August 11, 2009 Response Due: August 26, 2009 The Wheat Ridge Community Development Department has received a request for approval of an administrative Final Development Plan on property zoned PCD, Planned Commercial Development, located at 3700 Kipling Street. No response from you will constitute having no objections or concerns regarding this proposal. Case No.: WZ -09 -06 /Design Concepts for City of Wheat Ridge Parks and Recreation Dept. Request: Approval of an administrative Final Development Plan approval for construction of a public park. The property was rezoned and had a specific Outline Development Plan approved by City Council on August 25, 2008 pursuant to Case No. WZ- 08 -04. The property is approximately 7.3 acres in size. Please respond to this request in writing regarding your ability to serve the property. Please specify any new infrastructure needed or improvements to existing infrastructure that will be required. Include any easements that will be essential to serve the property as a result of this development. Please detail the requirements for development in respect to your rules and regulations. If you need further clarification, contact the case manager. Case Manager: Meredith Reckert Voice: 303.235.2848 Fax: 303.2352857 Email: mrec k ert@c i.wh eat ridge.co.us DISTRIBUTION: Westridge Sanitation District Consolidated Mutual Water Company Qwest Communications Wheat Ridge Fire District Wheat Ridge Public Works Xcel Energy AT &T Broadband Colorado Department of Transportation "The Carnation City" 1 1111KOU'i T, FINAL DEVELOPMENT PLAN AN OFFICIAL DEVELOPMENT F LAN IN THE CITY OF WHEAT R IDGE, N - - a - - - - — - $ COMMENC T THE NORTHWEST CORNER OF SAID TI 2; THENCE SOUTH 0 E, A DISTANCE OF 189. FEET; r ♦ THENCE CONTINUING NORTH 8903934" EAST ALONG THE AFORESAID COURSE 140.00 FEET TO THE SOUTHEAST CORNER OF A PARCEL OF LAND DESCRIBED IN BOOK 1748, PAGE 767 OF THE JEFFERSON COUNTY RECORDS; A AM P1109-1 MITI go (1) THENCE NORTH 89 0 39 1 34" EAST 99.91 FEET; (2) THENCE NORTH 00 0 20'26" WEST 8.09 FEET; (3) THENCE NORTH 89 0 39 1 34" EAST 56.45 FEET; THEN E SOUTH 45 EAST 14.13 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF JOHNSON (4) STREET ( ALSO? BEING A POINT ON THE EAST LINE OF TRACT "A" OF WESTHAVN); ' • ' TH A L O NG F TH C i S A I D E R IGHT O W LINE O KI ST � ;,•• ii r w r ♦ �' w . w, r ♦ i' ii ' r r ♦ i .iii S *' ♦ ♦ r w i ' r ' AIL �` • w B ELDON L. KNOLL, PLS 25953 FOR ♦ i ON BEHALF OF FRONTIER SURVEYING. IN Jai Q' M J�Ci Q' r 3 .' Jo Manwarin Director of Parks and Recreation State of Colorado ) SS County of Jefferson ) The fore instrument was acknowled before me this Da of AQ a i■ .r& ■ iL i■ mirlk / A A A M UNIFIED CONTROL STATEMENT Owned b the Cit of Wheat Rid To be used for parks and recreation purpDses. LIMM DEVELOPMENT SCHEDULE Upon approval of Park Master Plan Desi park construction scheduled for 2DO9. B 13 MITI �1 I: a ; &I I I Cit of Wheat Ridge Approved this day of , by the ity of Wheat Rid l -� Communit Development Director C � 1 � - ' W LANDSCAPE ARCHITECT: C ON C D E S 1, G N.."'.. EP T S CIVIL ENG SURVEYOR: IFMWM SufffVMO IM 352 NORFOLK STREET OFC. 303- 340-01 1 3 AURORA, CO BOO 1 FAX, 303- 340 -01 14 Sheet 1 of 10 SURVEYOR'S CERTIFICATE I do hereb certif that the surve of the boundar of 38th & Kiplin Park was made b me or under m direct sup r ! t be st ! kn ! • ! ! beli accordance with all applicable Colorado statutes, current revised edition as amended, the accompan plan accuratel represents said surve Signature sco-A i-b ld ME a] wil A 0 0 MW =_MMfAlL rA Aw 0 z V) X Lli ® I Lli Z) z Lli 00 n �d ON *l!pjr Alw T' A %9l!4m A-MR-OIL I 1 1% %w I %If %.0 &_ 60IF I ` , *—f s e 1% 1 f e 1 ACCESS POINT S_r It$ %..# I II 19 w ww 11 60 AND GUTTER PROPOSED LANDSCAPE BERM, WEIGHT VARIES 6-12 is KIPLING STREET—EXISTING PROPOSED PEDESTRIAN ACCESS POINT FNJIRL I ffilwelmlill" VARIES 6-18 i mammaxammajow nwim7 LN W 10 awr Ila a p] I .. ... ........ EVERGREEN TREE 6" DEPTH CONCRETE PARKING REQUIREMENTS LAND USE CHART PROPOSED SIGNS � 4 FLATWORK, SEE CIVIL + SHADE TREE COLORED CONCRETE NORTH 0 501 1001 Cit standard parkin ratio Parkin spaces re Parkin spaces provided PROPOSED ALLOWABLE % AREA (SQUARE % OF TOTAL AREA (SQUARE OF TOTAL ratio I FEET) LAND AREA FEET) LAND AREA 501-011 TBD b Cit TBD b Cit 43 LAND USE POURED-IN-PLACE SCALE: 1" _ OR THE SURFACING BUILDING AREA 2,164 0.60% 32,730 9.01% 6 Y\ kVt.0-* 4N OL �r V�n ENGINEERED WOOD BUILDING HEIGHT 15 (LINEAR FT) C= BENCH FIBER PLAY WALKS & PLAZA 40 11.04% 48 13.44% REM SURFACING 0 TRASH RECEPTACLE PARKING & ROADS 9,737 2.68% 20,815 5.73% BLUEGRASS SOD OPEN SPACE & SEAT/LANDSCAPE LANDSCAPED S 19,597 REA 259920 7224 61.96% BOULDER REVEILLE SOD PLAY AREA AV 5.40% xxxkxxxxa TOTAL DEVELOPED BIKE RACK .��� PARK SITE 329,338 90.70% 327,295 90.14% WOOD ESTATE FENCE LOW-GROWTH NORTHEAST FUTURE DRYLAND SEED CONVEYANCE 35,809 9.86% 35,809 9.86% -�- EXISTING LIGHT POLE PLANTING BED WITH TOTAL ALL AREAS 363,104 100.00% 363,104 t 100.00% MULCH *OPTIONAL BUILDING NOT TO EXCEED 105 OF TOTAL DEVELOPED PARK SITE. .................... .................. ............. .......... ......... ....... ......... EXISTING .......... ....... NOTE: THE OPEN SPACE& LANDSCAPED AREA SHOWN IS THE MINIMUM REQUIRED. POWER/LIGHT POLE ------------ ............................. .......... ............ ............ UKUzlrltm ---------------- ................ 1-1- ------------- PROPOSED LIGHT POLE DESIGNtCONCEPTS Cmmunir and fam*c I r ii k 0 z F_ (f) x Lij I Uj D z Lli M F_ L0 n RC EXISTING PCD PLANNED COMMERCIAL R-3A EXISTING C-1 EXISTING COMMERCIAL RESTRICTED COMMERCIAL DEVELOPMENT RESIDENTIAL THREE A R-2 EXISTING RESIDENTIAL Ila a p] I .. ... ........ EVERGREEN TREE 6" DEPTH CONCRETE PARKING REQUIREMENTS LAND USE CHART PROPOSED SIGNS � 4 FLATWORK, SEE CIVIL + SHADE TREE COLORED CONCRETE NORTH 0 501 1001 Cit standard parkin ratio Parkin spaces re Parkin spaces provided PROPOSED ALLOWABLE % AREA (SQUARE % OF TOTAL AREA (SQUARE OF TOTAL ratio I FEET) LAND AREA FEET) LAND AREA 501-011 TBD b Cit TBD b Cit 43 LAND USE POURED-IN-PLACE SCALE: 1" _ OR THE SURFACING BUILDING AREA 2,164 0.60% 32,730 9.01% 6 Y\ kVt.0-* 4N OL �r V�n ENGINEERED WOOD BUILDING HEIGHT 15 (LINEAR FT) C= BENCH FIBER PLAY WALKS & PLAZA 40 11.04% 48 13.44% REM SURFACING 0 TRASH RECEPTACLE PARKING & ROADS 9,737 2.68% 20,815 5.73% BLUEGRASS SOD OPEN SPACE & SEAT/LANDSCAPE LANDSCAPED S 19,597 REA 259920 7224 61.96% BOULDER REVEILLE SOD PLAY AREA AV 5.40% xxxkxxxxa TOTAL DEVELOPED BIKE RACK .��� PARK SITE 329,338 90.70% 327,295 90.14% WOOD ESTATE FENCE LOW-GROWTH NORTHEAST FUTURE DRYLAND SEED CONVEYANCE 35,809 9.86% 35,809 9.86% -�- EXISTING LIGHT POLE PLANTING BED WITH TOTAL ALL AREAS 363,104 100.00% 363,104 t 100.00% MULCH *OPTIONAL BUILDING NOT TO EXCEED 105 OF TOTAL DEVELOPED PARK SITE. .................... .................. ............. .......... ......... ....... ......... EXISTING .......... ....... NOTE: THE OPEN SPACE& LANDSCAPED AREA SHOWN IS THE MINIMUM REQUIRED. POWER/LIGHT POLE ------------ ............................. .......... ............ ............ UKUzlrltm ---------------- ................ 1-1- ------------- PROPOSED LIGHT POLE DESIGNtCONCEPTS Cmmunir and fam*c I r ii k 0 z F_ (f) x Lij I Uj D z Lli M F_ L0 n Slim qW Ll 1:4 slim DID :,_Tom RL 00- # VEII oil A B .— O 'ECA,, .41 EBO *16' M) F : 7 — CPU U F I --OE ABCO' , e # r Ito) 1,5 5 ---,SNSN. Gk 2—HELI BLU ♦ ASS A LTE 'EOCI� .7 :VES G SOD, 4--EC ECP "1 41 4. .k W w —PYCA 2, -'8L UEGRASS '0 Sob 7 ESB CP 1E N B 5 7� S T E U F U EQP U DID • 'I, • -6 'CEOC,* H E.Ll •° ! SEED./. �1, • :.. 5—SNSN - �T-1— C E A' '7 C% 5—VESB 6 VE SE3, 'A DETENT1104 PEiA -29* ­ SPFR -BLUEGRA SS*" H I zoo tef JL� 0 � 0 d d d, //'' .4. TIQ­ 7 -­�-CEAB 16 A ' a , • • ° � e r ° r' r ' , ° + ° +° ° ` ♦° ° ° ° • r • r •, � , . ' • e • ♦ m • •. •° � r ° , �, ,. , , � °• • , ,r , ° r • e ° '° rp , ° `• a ' ° '' " ° ° er , ° `• r r '. • � a ', • •° , e ° , e .41 J. .41 4. V P ED, A 41 -41 .41 1P 41 1k .41 4. 41 1k 1k 41 41 1P 41 41 14, -k 'k 4 1 P AH, A,,,, , -A 3. B.0 I., • SP FR .5--A CF • W W V W W A • S.S' .41 IV 1k -k 41 1k 41 .41 14., SPFR` SOD -k -k w 41 w w W 41 7—PEAT 'I « , ' ° , p • a ' , ° , ' a ° , a f r e r `, r s , f e r , ' + e , , a , r , • • • 1 # ' 1k 1P 1� 4. 10 4 1k .41 1k 1k 1P EAB. 41 W 16— C -41 P 43EEDw • • 1k w w W W 1k W 1k w W W W w w W W W 1k Tin, W V W W r '11 AB 7—OEBR \1 41 w 1P 41 41 ab - w w P ­-�VESB T' V w 11 41 -4, 41 41 1� 8' • , r -41 41 w 4 41 4. 1P 41 41 41 1k 1k 14, W w w w r • • • • r d , d • , • • , ♦ t r r ♦ • ° • • ' , • v f ° > ° r • • ° , , ` ♦ a °' 5' TI'CO P & ,RBE, 41 1k 1k • 4, :5— P*R B E ♦ -V SITE LEGEND- NEW EVERGREEN TREE NEW ORNAMENTAL TREE + NEW HAD TREE LANDSCAPE BOULDER BLUEGRASS SOD REVEILLE SOD PLANTING BED W/ 4 MULCH 11, 4. 4. 41 -k w -P -,k NATIVE SEED CRUSHER FINES PLAY SAND .......... ............. ,ft MEMO! M 9—PD J , —PDHR 0 F., — P D H R'�-N6 \: I I \UAW *_1U_r1JnrT% \\-1 — HR 45 —PAHA 1 O—PDHR 43—PAHA L43—PAHA TREES Provided Qty. Qt FIAIT" Botanic Name :Acer tataricum 'Garann' Common Name Win Maple 61 1 :Ill ,Provided TREES 259,920 Total Turf Area tenufolia ftlwln.�,!Acer x fremanii 'Autumn Blaze' Autumn Blaze Maple FJW 1i VIII F.A1-M,W.milllllllllliiAescuIus x carnea'Ft. McNair' �!Ribes alpinum McNair Horsechestnut A Currant mis] � ,�Frunus 1 s peciosa Qty. Re ui red 'Western Catalpa Qt Provided Provided Qty oaf, 161 -1 20 Street Trees 161 11 Celtis occidentalis Western Hackberr it a nipponica'Snowmound Autumn Blaze Pear iSnowmound Spirea LM 91 G dioicus _iKentuck Coffeetree Spirea fritchiana 'Wilma I 111111 111111 triacanthos inermis 'Imperial' ��.I. 111. Tm Hone doorenbosii Xordes Quercus rubra ' Red Oak .. WA i lk 0 'IM'Permskia atriplicifolia Tilia cordata 'Geenspire' Sa Greenspire Linden CONT. RUA III Besse 'Pawnee Buttes 'Creepin Sand Cherr #5 CONT. Daphne x burkwoodCarol Mackie' Mackie Daphne !EVERGREEN TREES LARGE SHRUBS concolor • Concolor Fir WI N ■ Pinus flexilis Limbe • r Pine GRAS-SES • '" ' I ■ to rr1 TREES Provided Qty. S FIAIT" Common Name :Acer tataricum 'Garann' ' Hot Win Maple 61 1 :Ill • 259,920 Total Turf Area tenufolia 1hinleaf Alder arbutifolia 'Brill iantissima b_r­i­lTi­anTK_e_d • Ghok_eb�err Ir IL4 ma 'Amelanchier x g randifl ora 'Autumn Bril lianc A­ utumn Brilliance SeNceberr �!Ribes alpinum LOON to " ] 901 R 1 10 A Currant � ,�Frunus 1 padus Qty. Re ui red Ma Tree Qt Provided Provided Qty S ilverleaf Creepin illow Street Trees caller 'Autumn Blaze it a nipponica'Snowmound Autumn Blaze Pear iSnowmound Spirea E MKS] HLAN I INC N U_ TE S 7. The followin are minimum distances that plant materials can be placed from ad walls, fences, or paved areas. el I 'l� & a A�o VU 7 .SIGN CONCEPTS Cbmmni Lax&wpe Archft= 1. New turf is to be Blue sod per specifications. Final sod g rade shall be 1 1/2" lower than ad pavin g rade or ed except in the center of a swale where draina would be impeded. 4. An plant substitutions are to be approved b Landscape Architect prior t installation. i U. Ever trees — b. Lar shrubs — 4' C. Medium shrubs — 2 1/2' d. Groundcovers — 1211 9. All g ated turf areas shall not exceed 4:1 slopes. Dr g rass and shr0., bed areas shall not exceed 3:1 slopes, and shall be 4:1 where possible. Provided Qty. S otanic Name Common Name S ize Provided Total Landscape Area 61 1 :Ill • 259,920 Total Turf Area MIMAMIAronia arbutifolia 'Brill iantissima b_r­i­lTi­anTK_e_d • Ghok_eb�err 1 :4 K M11 �!Ribes alpinum A Currant E I WK01 0 1 Qty. Re ui red 'Salix repens ar Qt Provided Provided Qty S ilverleaf Creepin illow Street Trees 6010161 4 it a nipponica'Snowmound iSnowmound Spirea E MKS] Spirea fritchiana 'Wilma . ,'Pink Parasols Spirea ��.I. 111. doorenbosii Xordes 'Ameth Snowber ry .. WA i lk 0 'IM'Permskia atriplicifolia Sa 11#5 CONT. III Besse 'Pawnee Buttes 'Creepin Sand Cherr #5 CONT. Daphne x burkwoodCarol Mackie' Mackie Daphne ORNAMENTAL GRAS-SES � 11 4 Helictotrichon semper\Arens :Blue Avena Grass F: I II 'Mornin IA AI 1 sinensis Li Mornin Li Miscanthus E J KKOJ It alopecuroides 'Hameln Dwarf Fountain Grass ,PERENNIALS A cana Sonoran Sunset ____'Sonoran Sunset H F.3 1111110015M Hernerocallis 'Little Business' • 'Little Business Da #1 CONT. 10140w]�� Oenot here berlandieri • Primrose • lPenstemon di 'Husker Red' Husker Red Penstemon Dianthus Deltoides 'Zin Rose' ! Zin g RA « e Dinthus • 11019TI • ruber'Albus' White Valerian E'l K4101 0 1 M • purpurea Purple Coneflower lff-,111111�,Gaura lindeneimeri Whirlin Butterflies k rl III :Rudbeckia ful ,Black-E Susan I MIA 0 :Iris ensata Japanese Iris LTA a CIA] Veronica 'Sunn Border Blue Border Blue Veronica GROUNDCOVER, ':Blue Sod 135797 �: ; Re\teille Sod Ir III 62137 ft. 2' Depth Mulch Plantin Bed Nath/e Seed ■ 49625 ft.' Landscape Boulders Crusher Fines & a A�o VU 7 .SIGN CONCEPTS Cbmmni Lax&wpe Archft= 1. New turf is to be Blue sod per specifications. Final sod g rade shall be 1 1/2" lower than ad pavin g rade or ed except in the center of a swale where draina would be impeded. 4. An plant substitutions are to be approved b Landscape Architect prior t installation. i U. Ever trees — b. Lar shrubs — 4' C. Medium shrubs — 2 1/2' d. Groundcovers — 1211 9. All g ated turf areas shall not exceed 4:1 slopes. Dr g rass and shr0., bed areas shall not exceed 3:1 slopes, and shall be 4:1 where possible. Provided Area Re T10) Area Re (ft. 2 Area Provided Area Provided (ft. 2 Total Landscape Area • 259,920 Total Turf Area (Blue Reveille) Qty. Re ui red I Qt Re ui red Qt Provided Provided Qty Street Trees L F 27' -0 got SCALE !! ! ® !! Mon AMER ICANA 44' APACHE SIX-SIDED TUBULAR ETAL SHELTER WITH DOUBLE TIER 18" STAN DING SEAM ROOF. STAN DARD C FINISH. F TO BE TERRA COTTA, POST COLOR T ^ ) -3 )) 1 ^ N I HEL PIC C S T R SCALE: 1/2" = 1' -0" AMER ICANA 20'X20' NAVAJO SQUARE TUBULAR L SHELTER WITH STANDI ROO F. SEAM T COLOR FINISH. ROOF COLOR T CO LOR A � V i o . 14 R STROOM NCLOSUR SCALE: 1/4" = 1' -0" CONCRETE MASONRY UNIT WITH STONE VENEER AND METAL STANDING SEAM ROOF. COLOR TO BE TERRA COTTA. PORT�o �L_ET ENCLOSUR SCALE 1/ AMERICANA ' 1 ' I LI I TUBULAR MET SHELTER I T INSULATED ROOF AND 1' STAND AR FINISH. ROOF COLOR COTTA, POS COL Do go I � DESIGN CONCEPTS Lam*w peArchitects 211 North Public Road Suite 200 Lafayette, CO 80026 1n'_1 Sheet 4 o q� fif p-303.664.5301 f-303-664.5313 e-concer)ts(@,dcla.ne mskelmak'sm .J;zr. X:wl IRMI "Mr-111M I =I I I Incor ated 13 ig Spruice Street D E IS 1 (3 N C 0 N C E P T S ouI ea, (1 80302 Phone: 303, 4.1951 � Lm Fax-, 303,4441957 E-mail; irvo,4 WwAn*bwft t- • 1 • � Date: 7.31. GENE L NOTES Am 211 North Public Road Suite 200 Laf 1113 cep s @1W_ c apet ! • ii ! w i 1 1 ! ! i • f i ! • i 1 1 i ! . r � �. �• , r ` � r r , i �, �� r • wrs ! 1 1 ! r ! 1 ! i r r r ♦ , , i i � , r, � � , � , � r , r r r , ! ! ► ► r • ►• -, 1 ! i ! ! r r , ,� �. � r r r • r ► i r r ■ X:wl IRMI "Mr-111M I =I I I Incor ated 13 ig Spruice Street D E IS 1 (3 N C 0 N C E P T S ouI ea, (1 80302 Phone: 303, 4.1951 � Lm Fax-, 303,4441957 E-mail; irvo,4 WwAn*bwft t- • 1 • � Date: 7.31. GENE L NOTES Am 211 North Public Road Suite 200 Laf 1113 cep s @1W_ c apet w w — ® ®_ 7 Boulder, CO 80302 Phone: 303,444.1951 Fax: 303,44€:1957 E -mail; ir'ifo0jvcjva.com 'T_ -I DESIGN CONCEPTS t r. Mil ABBREVIATIONS �i BENCHMARK G UTTER AN PROPOSED MANHOLE EXISTING MANHOLE ASHTO ASSOC. OF STATE HIGHWAY AND INCL INCLUDED PROPOSED INTERMEDIATE CONTOUR COMBINATION INLET 01 TYPE R INLET EX IST INTERMEDIATE CONTOUR TRANSPORTATION OFFICIALS ID INSIDE DIAMETER EXIST SPOT EL RIPRAP TB THRUST BLOCK ARAN ABANDON IN INLET 3-4 END CAP W/ THRUST BLO 1$> ATE VALVE AC ASPHALTIC CONCRETE PAVING INSUL INSULATION G GAS TBC TOP BACK OF CURB ADDL ADDITIONAL INV INVERT GA GAUGE TBM TEMPORARY BENCH MARK ADDM ADDENDUM IRR IRRIGATION GAL GALLON TEMP TEMPORARY ADJ ADJUSTABLE FLOOR DRAIN / F DRAIN GALV GALVANIZED THK THICK AL ALUMINUM JTS JOINTS GCO GRADE CLEANOUT TOB TOP OF BANK ALT ALTERNATE FIBER OPTIC GIP GALVANIZED IRON PIPE TOC TOP OF CONCRETE OR TOP OF AMT AMOUNT KB KICKBLOCK GND GROUND AIR LINE CURB APPROX APPROXIMATE KO KNOCKOUT GPD GALLONS PER DAY TOT TOTAL ARCH ARCHITECTURAL) KPL KICK PLATE GPM GALLONS PER MINUTE TW TOP OF WALL ARV AIR RELIEF VALVE KWY KEYWAY GRTG GRATING TYP TYPICAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS GSP GALVANIZED STEEL PIPE ASPH ASPHALT L LEFT OR LITER GV GATE VALVE UBC UNIFORM BUILDING CODE ASSY ASSEMBLY ESCAPE LANDSCAPE(ING) UGE UNDERGROUND ELECTRIC ASYM ASYMMETRICAL LF LINEAR FOOT H HIGH U11L UTILITY AUTO AUTOMATIC LP LOW PRESSURE OR LIGHT POLE HB HOSE BIB AVG AVERAGE LT LIGHT HE HORIZONTAL ELLIPTICAL VERT VERTICAL AWWA AMERICAN WATER WORKS ASSOC. LWl LOW WATER LEVEL HDWL HEADWALL VC POINT OF VERTICAL CURVATURE HNDRL HAND RAIL VCP VITRIFIED CLAY PIPE BC BACK OF CURB MAINT MAINTENANCE HORIZ HORIZONTAL BFV BUTTERFLY VALVE MAN MANUAL HP HIGH POINT W WIDE OR WIDTH BLDG BUILDING MAIL MATERIAL HR HVAC HOUR HEATING, VENTILATION, W/ W/0 WITH WITHOUT BLK BM BLOCK BENCH MARK MAX MECH MAXIMUM MECHANICAL AIR CONDITIONING WQCE WATER QUALITY CONTROL ELEVATION BMP BEST MANAGEMENT PRACTICE MFR MANUFACTURER HWY HIGHWAY WSE WATER SURFACE ELEVATION BS BACKSIGHT MH MANHOLE HWL HIGH WATER LINE WW WASTEWATER BOT BOTTOM MIN MINIMUM HYD HYDRANT BSMT BASEMENT MISC MISCELLANEOUS X SECT CROSS SECTION BVCE BEGIN VERTICAL CURVE ELEVATION MJ MECHANICAL JOINT BVCS BEGIN VERTICAL CURVE STATION YH YARD HYDRANT BW BOTTOM OF WALL N NORTH NA NOT APPLICABLE CB CATCH BASIN NIC NOT IN CONTRACT CCW COUNTER CLOCKWISE NPT NATIONAL PIPE THREAD CDOT COLORADO DEPARTMENT OF TRANSPORTATION NTS NOT TO SCALE CIP CAST IRON PIPE CJ CONSTRUCTION JOINT OC ON CENTER CL CENTER LINE OR CHAIN LINK OD OUTSIDE DIAMETER CLR CLEAR OPP OPPOSITE CMP CORRUGATED METAL PIPE OPT OPTIONAL CMU CONCRETE MASONRY UNIT CO CLEANOUT PC POINT OF CURVATURE CONC CONCRETE PCO PRESSURE CLEAN OUT CONST CONSTRUCTION PCR POINT OF CURVE RETURN CONT CONTINUOUS(ATION) PI POINT OF INTERSECTION COR CORNER PVI POINT OF VERTICAL INTERSECTION CR CONCENTRIC REDUCER PL PROPERTY LINE CTR CENTER PE POLYETHYLENE CY CUBIC YARDS PREFAB PREFABRICATED PRELIM PRELIMINARY DEMO DEMOLITION PREP PREPARATION DIA DIAMETER PROP PROPOSED DIAG DIAGONAL PRV PRESSURE REDUCING VALVE OR DIP DUCTILE IRON PIPE PRESSURE RELIEF VALVE DOM DOMESTIC PSF POUNDS PER SQUARE FOOT ON DOWN PSI POUNDS PER SQUARE INCH DR DRAIN PT POINT OF TANGENCY DWG DRAWING PV PLUG VALVE DWL DOWEL PVC POLYVINYL CHLORIDE OR POINT OF VERTICAL CURVATURE E EAST PVMT PAVEMENT EA EACH ECC ECCENTRIC QTY QUANTITY EJ EXPANSION JT EL ELEVATION R RIGHT ELB ELBOW RAD RADIUS ELEC ELECTRICAL RCP REINFORCED CONCRETE PIPE ENGR ENGINEER RD ROOF DRAIN EOP EDGE OF PAVEMENT RE REFERENCE EQ EQUAL RECT RECTANGULAR EQUIP EQUIPMENT REINF REINFORCE (D) (ING) (MENT) EQUIV EQUIVALENT READ REQUIRED ESMT EASEMENT ROW RIGHT OF WAY EST ESTIMATE EVCE END VERTICAL CURVE ELEVATION SAN SANITARY EVCS END VERTICAL CURVE STATION SD STORM DRAIN EW EACH WAY SECT SECTION EXP JT EXPANSION JOINT SPD STANDARD PROCTOR DENSITY EXIST EXISTING SPEC SPECIFICATION SQ SQUARE FND FOUNDATION SQ IN SQUARE INCH FES FLARED ENO SECTION SQ FT SQUARE FOOT FF FINISH FLOOR SQ YD SQUARE YARD FG FINISH GRADE SS SANITARY SEWER FH FIRE HYDRANT SST STAINLESS STEEL FL FLOW LINE STA STATION FN FENCE STD STANDARD FOC FACE OF CONCRETE STl STEEL FPM FEET PER MINUTE STRUCT STRUCTURAL FPS FEET PER SECOND SWMP STORMWATER MANAGEMENT PLAN FT FEET SYM SYMMETRICAL FTG FOOTING OR FITTING Boulder, CO 80302 Phone: 303,444.1951 Fax: 303,44€:1957 E -mail; ir'ifo0jvcjva.com 'T_ -I DESIGN CONCEPTS t r. Mil Pr e EXIST BUILDING SURVEY CONTROL POINT �i BENCHMARK G UTTER AN PROPOSED MANHOLE EXISTING MANHOLE SPILL /CATCH CURB TRAN 1" AREA DRAIN PROPOSED INDEX CONTOUR 1" AREA DRAIN PROPOSED INTERMEDIATE CONTOUR COMBINATION INLET 01 TYPE R INLET EX IST INTERMEDIATE CONTOUR TYPE 13 FIELD INLET PROPOSED POT ELEVATION FLARED END SECTION EXIST SPOT EL RIPRAP INLET PROTECTI THRUST BLO STRAW BALE EROSION BARRIER TEE W/ THRUST BLOCK I I L BEND W/ THRUST BLOCK 3-4 END CAP W/ THRUST BLO 1$> ATE VALVE D REDUCER /INCREASER li WATER METER Y FIRE HYDRANT N ATIVE SEEDING MULCHING LIGHT POLE ROCK CHECK DAM SIGN STABILIZATION MATTING STORM DRAIN ROOF DRAIN 5---- --- - -- SANITARY SEWER WATER ww I ota--- --- --- IRRIGATION UNDERDRAIN 1D TRENCH DRAIN FLOOR DRAIN / F DRAIN CURTAIN DRAIN T TELEPHONE E ELECTRIC 1E OVERHEAD ELECTRIC UNDERGROUND ELECTRIC -- .- - - - --- GAS TV CABLE TV FO FIBER OPTIC FORCE MAIN INFLUENT EFFLUENT A WASTE ACTIVATED SLUDGE RETURN ACTIVATED SLUDGE AIR LINE • • • FLOW LINE FENCE .... .. :: ABANDON UTILITY DEMO UTILITY STRUCTUR DEMO TREE Pr e EXIST BUILDING t REVISION CLOUD REVISION NUMBER CURB & UTTER G UTTER AN �► SPILL /CATCH CURB TRAN PROPOSED INDEX CONTOUR �j PROPOSED INTERMEDIATE CONTOUR INDE EXIST CONTOU EX IST INTERMEDIATE CONTOUR + 20.50 PROPOSED POT ELEVATION EXIST SPOT EL IP INLET PROTECTI RB STRAW BALE EROSION BARRIER VTC S EE I I L X SILT FENCE Q 9D TEM SLOPE DRAIN O 0 0 PIP OUTLET PROTECTION TEMPORARY D IVERSION DI D N ATIVE SEEDING MULCHING RCD ROCK CHECK DAM $CHANNEL STABILIZATION MATTING �:•-.no-cr brrx: �cyx.v - _ - . -.. > tk'r rtv_;t_.y -:r - .. - : ... .... X. t REVISION CLOUD REVISION NUMBER 18" CONS FES W 'TYPE M RIPRAP INV 04.00 TYP ........... 30 0 30 60 SCALE IN FEET JVA.. Incorpotated 13 !9 Spruce Streel Boulder, C-10 80302 Phone: 303, 4.1951 Fax-; 303,444;1957 E-mail; i nfO(Rjvajva xore! ­11 DESIGr:N C 0 N C E P T S Flo Ift- IWYNW L aM i l go I A ll 11 AN OFFICIAL T .OVA, Incorporated 1319 Spruce Street Boulder, C-0 80302 Phone: 303,444,1951 Fax,, 3034444,1957 E-mail. irvfo@ DESIGN CONCEPTS C w I It - I - I I M and L reAmbbbra 2-11 North Public Road Suite 200 Lafa CO 80021 ............ 30 0 30 60 SCALE IN FEET t- � 1 • Date: 7,31.09 G ING AND D I AGE PLAN Sheet 8 of 10 "F-303-664.5301 f-303.6^A rj A el 0 —T %of 10 -concep s@ c a.ne__ 0 Ln Q .. . ..... 1 . . . . . . . . . . �c . (An Y \ a . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-11 North Public Road Suite 200 Lafa CO 80021 ............ 30 0 30 60 SCALE IN FEET t- � 1 • Date: 7,31.09 G ING AND D I AGE PLAN Sheet 8 of 10 "F-303-664.5301 f-303.6^A rj A el 0 —T %of 10 -concep s@ c a.ne__ SEE HORIZONTAL CONTROL FOR INTERSECTION CUR S7 RETURN RADII I A A Im MEASUREMENT: SY (PATCHING) FAYMENT: HMA (_") INCLUDES EXCAVATION TO SUBGRADE, TACK I.. NOTE 1: IF PATCHING, AREA TO BE PATCHED SHALL BE NHIEN DIRECTED B 'ERIAL (CLASS (ENGINEER BILIZATION SAWCUT TO THE FULL DEPTH OR CUT BY A METHOD APPROVED BY THE ENGINEER WHICH LEAVES A VERTICAL FACE ON THE EXISTING PAVEMENT AND NO DEFORMATION OF THE SURFACE AT THE CUT. APPLY TACK HMA A B C COAT TO CUT FACE. NOTE 2: FOR FULL DEPTH RECONSTRUCTION, ASPHALT THICKNESS 6 91 2 91 4 11 NA SHOWN AS FULL DEPTH, STABILIZATION MATERIAL MAY BE 9 11 2 vi 3 11 4 11 SUBSTITUTED FOR 1" OF ASPHALT AT THE DISCRETION OF 4 11 NA 411 NA THE ENGINEER. 8 11 NA 4 11 4 11 NOTE 3: SUBGRADE COMPACTED TO MINIMUM DENSITY SOIL CLASSIFICATION, CDOT SECTION 203.07 NOTE 4- IF STREET IS TO BE MILLED, ASPHALT SHALL BE SOIL CLASSIFICATION, CDOT SECTION 203.07 A TYPICAL ASPHALT DETAIL HOT MIX ASPHALT NOT TO SCALE ii VERTICAL CURB & GUTTER (CG) SECTION SCALE: a r I JVA, Incorpotated 1319 Spruce - Street DESIG'r]Nj]C 0 N C E P T S - Boulder, CO 80302 Phone: 303,444.11951 CAIIIII ---- --- Fax-, 303,4 x,1 957 E-mail; ink-ja km ni A ON A a i In" GROOVE JOINT / 1 / /00" R (TV) It 4 4 . - : - . ' 41 A '.. JA A A: Lafa CO 80026 p-303.664.5301 f-303.664.5313 e-concepts@dcla.net SIGN SHAPE, LEGEND, AND REFLECTORIZATION SHALL BE IN CONFORMANCE WITH THE MANU ON UNIFORM TRAFFIC CONTROL DEVICES. SIGN POST AND BASE SHALL BE 1.75" X 1.75" AND 2" X 2", RESPECTIVELY, STEEL PERFORATED SQUARE TUBING AS SUPPLIED BY UNISTRUT OR APPROVED EQUAL. A 1811-2411 TOP POST SLEEVE OVERLAP �` 1111rr1 `J`J`III i Preliminary Drainage Report i Wheat Ridge City Park At 3700 Kipling Street i Wheat Ridge, Colorado I I i JVA, Inc. 1319 Spruce Street Boulder, CO 80302 P: (303) 444 - 1951 F: (303) 444 -1957 • JVA Project No. 1518c l_ July 31, 2009 1 July 31, 2009 Mr. David Brossman, PE City of Wheat Ridge - Engineering Development Review Public Works Administration 2nd floor 7500 W 29th Ave Wheat Ridge, CO 80033 RE: Preliminary Drainage Report — Wheat Ridge City Park 3700 Kipling Street City of Wheat Ridge JVA Job No. 1518c Dear David: JVA. Incorporated 1319 Spruce Street Boulder, CO 80302 Ph: 303.444.1951 Fax 303.444.1957 Toll Free: 877 444.1951 Web site www.jvajva.com E -mail: info @jvajva.com The following Preliminary Drainage Report and attached drainage map for this project have been prepared for the above referenced project. The drainage report and drainage map have been produced in accordance with the City of Wheat Ridge Site Drainage Requirements. It is our understanding that the information provided herein meets the requirements of the City of Wheat Ridge for the drainage study and plan submission required for the Outline Development Plan. Please note that this Preliminary Drainage Report was prepared under my direct supervision in accordance with the City of Wheat Ridge Site Drainage Requirements, and r complies with the provisions thereof. It is understood that the City of Wheat Ridge does not and will not assume liability for drainage facilities designed by others. If you have any questions or comments regarding this Preliminary Drainage Report submission, please feel free to call us to discuss. JVA, INCORPORATED Luke Mullranin Design Engineer Charles R. Hager, N P.E. Vice President B O U L D E R I F O R T C O L L I N S I W I N T E R P A R K I B O Z E M A N ENGINEER'S STATEMENT: "I hereby certify that this report (plan) for the Preliminary drainage design of Wheat Ridge City Park was prepared by me (or under my direct supervision) in accordance with the provisions of the City of Wheat Ridge Standards and Specifications for the owners thereof I understand that the City of Wheat Ridge does not and shall not assume liab t for drainage facilities designed by others." 0 REr-I Signature: Charles R. Hager, IV Registered Profession State of Colorado No. "g R. Nq�m Fo 37146 Preliminary Drainage Report Wheat Ridge City Park at 3700 Kipling Street Wheat Ridge, Colorado for City of Wheat Ridge JVA, Inc. Consulting Engineers 1319 Spruce Street Boulder, CO 80302 (303) 444 -1951 fox(303)444 -1957 JVA Project No. 1518c July 31, 2009 CONTENTS PRELIMINARY DRAINAGE REPORT Contents................................................................................ ............................... l Introduction........................................................................... ..............................1 Site Drainage and Existing Facilities ................................... ..............................2 Proposed (Developed) Drainage ...................................... ..............................2 Stormwater Management Plan .......................................... ..............................4 Conclusions........................................................................... ............................... 4 References............................................................................ ............................... b APPENDIX A - VICINITY MAP APPENDIX B — CALCULATIONS APPENDIX C — DETAILS FIGURE 1 — EXISTING AND DEVELOPED DRAINAGE MAP Wheat Ridge City Park — Preliminary Drainage Report PRELIMINARY DRAINAGE REPORT INTRODUCTION GENERAL LOCATION The City of Wheat Ridge proposes the construction of a recreational park at 3700 Kipling Street. The legal description of the property is: a part of the West one half of the Northwest one quarter of the Northwest one quarter of section 27, Township 3 south, Range 69 west of the sixth principal meridian, City of Wheat Ridge, County of Jefferson, State of Colorado. The site runs for three blocks, north and south between Kipling and Johnson streets from West 35 Avenue to West 38 Avenue. The north portion of the site is bordered by the Apple Ridge Caf6 and associated parking. The development plans and this drainage report currently include the areas directly to the east of the Apple Ridge Cafe. To the South and East of the site is residential development and light commercial to the West. SITE DESCRIPTION The site is currently undeveloped and slopes down between 2% and 9% from south to north. There is native grass over the majority of the site and no trees. No major drainage exists on the site, although there is an irrigation ditch that runs along the East boundary. U.S. Department of Agriculture, Soil Conservation Service mapping of the area indicates the soils are predominantly Denver - Kutch -Urban land complex (5% to 9 %), Nunn -Urban land complex (2% to 5 %), and Nun -Urban land complex (5% to 9 %). These soils are classified as hydrological soil group C. Soils mapping is included in the appendix. PROPOSED PROJECT The proposed construction is a recreational park with associated parking, concrete walks, an amphitheater, basketball court, and covered picnic shelters. The majority of the park will be maintained landscaping. Utilities include sanitary sewer piping, water piping, irrigation piping, and a detention pond. MAJOR DRAINAGE BASIN DESCRIPTION According to the Flood Insurance Rate Map Panel Number 08059CO215E, dated June 17, 2003, the site is located in Zone X, outside of the floodplain area. A copy of a portion of the referenced flood map that depicts the site location is included in the Appendix. The site is approximately 2,300 feet from Clear Creek and all existing drainage from the site makes its way to Clear Creek via Lena Gulch. Basins H1 and H2 correspond to the site that is to be developed and consist of undeveloped land. The entire site drains towards the north and northwest with slopes varying from 2% to 9% Wheat Ridge City Park — Preliminary Drainage Report 1 SITE DRAINAGE AND EXISTING FACILITIES The historic drainage is a single major basin of approximately 7.79 acres with an average imperviousness of 2 %. The major basin can be divided into three sub basins. Runoff from basin Hl, with an approximate area of 6.20 acres, sheet flows across the basin and leaves the site along Kipling where it is collected by a public storm drain system and discharges to Clear Creek via Lena Gulch. Runoff from basin H2, with an approximate area of 1.21 acres, sheet flows across the basin and leaves the site in the vicinity of the Apple Ridge Caf6 and is conveyed to Clear Creek via a public storm drain system. Historic offsite basin, HOS1, comprised of approximately 10,000 square feet of paved road and 6,600 square feet of landscaping flows onto the site from the south. The flows from this offsite basin join the flows from basin Hl and leave the site via the Mpling Street public storm drain system. PROPOSED (DEVELOPED) DRAINAGE DRAINAGE DESIGN CRITERIA The proposed stone drainage facilities are designed to comply with the City of Wheat Ridge Storm Drainage Design and Technical Criteria Manual and the Urban Drainage and Flood Control District's Drainage Criteria Manual (USDCM). HYDROLOGIC METHOD AND DESIGN STORM FREQUENCIES The Rational Method (Q =CIA) was used to determine the storm runoff (Q) from the areas tributary to the new storm system, with composite runoff coefficients (C) and contributing areas (A) given for design points in sub - basins. Intensities (I) were determined using the Town's Time - Intensity- Frequency curves. Post development Time of Concentration (tc) calculations for each basin, corresponding rainfall intensities, composite runoff coefficients, and storm flows for the 5 -year and 100 -year storms for each basin are provided in the Appendix. PROPOSED SITE BASINS As shown on the attached Figure 1, the site has been divided into two major basins (A and B) and several sub - basins. Major basins were established based on the outfall points and sub - basins based on the inlet collection areas. Runoff from the site will flow overland into the proposed storm sewer area drains and to the proposed detention pond located along the north property line. Ultimately, the flow will discharge to Clear Creek via Lena Gulch. Basin A is comprised of the majority of the site and is approximately 6.13 acres. Basin A is subdivided into multiple sub - basins: Basins Al, A2, and A3 correspond to portions of the athletic field and nearby grass area, which is mainly comprised of sod. Runoff from these basins sheet flow in a northerly direction and will be captured by area drain inlets. Flows are conveyed through the storm sewer system towards the water quality pond and detention on the north side of the site. Basins A4, A5, and A6 correspond to portions of the site located near the central plaza area. These basins are mostly comprised of sod, with some portions concrete. Runoff from these basins sheet flow in a northerly direction and will be captured by Wheat Ridge City Park — Preliminary Drainage Report 2 area drain inlets. Flows are conveyed through the storm sewer system towards the pond. Basin A7 corresponds to a portion of the site located north of the plaza area, which includes the parking lot and an adjacent grass area. This basin is comprised mostly of sod and asphalt. Runoff from this basin is conveyed in a northerly direction and will be captured by a 5' single combination inlet in the northwest corner of the parking lot. Flows are conveyed through the storm sewer system towards the pond. Basin A8 corresponds to the water quality pond itself, and a small portion of adjoining area. This basin is mostly comprised of sod, seeded grass, and a small amount of concrete. Runoff from this basin sheet flows into the pond. Basin B is comprised of approximately 0.51 acres along the east property line at the southern half of the site. Basin B is sub - divided into two sub - basins: Basin B1 and B2 consist of concrete sidewalk and landscaped area. This basin is mostly comprised of sod, with some portions of concrete sidewalk. Runoff from this basin sheet flows in a northeasterly direction and will be captured by an area drain and a 24" drain basin. Flows are conveyed through the storm sewer system towards a flared end section and outfall near the corner of Johnson Street and W 38` Ave. Basin OS1 corresponds to the Historic Offsite basin HOS1. This basin is comprised of approximately 10,000 square feet of paved road and 6,600 square feet of landscaping flows onto the site from the south. The flows from this offsite basin join the flows from basins B1 and B2, and are conveyed through the storm sewer system towards a flared end section and outfall near the corner of Johnson Street and W 38` Ave. Basin OS2 corresponds to a small area draining from the concrete play area. This basin is mostly comprised of sod and concrete. Runoff from this basin sheet flows to an area drain. Other areas are play pits which contain wood fiber and an underdrain system. Basin OS3 corresponds to a small area immediately west of the water quality basin. This basin is mostly comprised of sod and concrete. Runoff follows historic patterns and flows in a northerly direction offsite. INLET DESIGN AND STORM SEWER DESIGN The onsite storm system, including the inlets and the storm piping system were designed to capture and convey the minor storm (5 -yr storm). The storm sewer pipes have been sized to carry the flows from the minor (5 -year) storm event, and do not have the capacity to convey the flows from the major (100 -year) storm event. Excess runoff from Basin A caused by the major storm will sheet flow overland to the pond. See Appendix for Inlet Calculations. RUNOFF, DETENTION, AND WATER QUALITY POND Site imperviousness was determined for the fully developed site, including all future driveways, parking, curb and gutter, concrete paths, play areas, and landscape features. Wheat Ridge City Park — Preliminary Drainage Report 3 Based on the area and impervious data, the pond is required to hold 3,925 CF for water quality, plus 10,601 CF for a 100 year rain event. The pond has been designed to provide more than the required volume. An outlet structure with a perforated metal plate has been designed to provide water quality enhancement features. An 18 -in RCP pipe will convey those flows to the proposed public storm sewer system. An emergency spillway with buried soil and riprap protection will convey the flows from the 5 -year and 100 -year storm events. The berm forms a crest that will be armored with riprap to safely release the flows to the Johnson Street right -of -way. Calculations for runoff and water quality capture volume are provided in the Appendix of this report. STORMWATER MANAGEMENT PLAN The Stormwater Management Plan (SWMP) will be included in the final engineering plans, with all structural and non - structural Best Management Practices (BMP's) shown as required. STRUCTURAL BMP's Temporary structural erosion control features will be established during overlot grading and prior to the road construction. All erosion control measures will be maintained until vegetation becomes established. Vehicle tracking control and inlet protection BMP's will be included on the construction plans. Silt fencing will be installed at critical locations on the site with respect to current and proposed drainage. NON - STRUCTURAL BMP's Non - structural erosion controls, including project schedule, surface roughening and other pollution prevention measures, will be detailed in the construction activities of the SWMP. Permanent, perennial, native seeding will be established off and on site in locations specified by the SWMP. The seed mix will be provided in the SWMP reference. CONCLUSIONS The historic site has an average imperviousness of 4.9 %. The proposed site will include approximately 16,007 square feet of paved parking, 38,120 square feet of concrete walk, and 1,257 square feet of roof area. The proposed development will increase average imperviousness from 4.9% to approximately 20.1%. Most of the developed runoff from the site will be directed to inlets and conveyed to the detention and water quality pond. Detention will be provided by an onsite detention pond per the City of Wheat Ridge Site Drainage Requirements, and the latest methods endorsed by the Urban Drainage and Flood Control District. Flows from the pond will be routed to the existing irrigation ditch that transects the Northeast corner of the site. The detention pond will be designed to over - detain for increased flows generated by the proposed development. The storm sewer system will have enough capacity to fully convey the flows from the minor (5 -year) storm event. Wheat Ridge City Park — Preliminary Drainage Report The referenced Developed Drainage Map on Figure 1 depicts the drainage design points, developed runoff sub - basins, and configuration of the proposed - storm drainage system. Calculations, a vicinity map, and other reference materials used are attached in the Appendix. Wheat Ridge City Park — Preliminary Drainage Report 5 REFERENCES 1. "City of Wheat Ridge Drainage Design and Technical Criteria Manual," Department of Public Works, revised November 2005. 2. "Urban Storm Drainage Criteria Manual," Urban Drainage and Flood Control District, Revised June 2001. Wheat Ridge City Park — Preliminary Drainage Report APPENDIX A - VICINITY MAP Wheat Ridge City Park 3700 Kipling Street Wheat Ridge, Colorado VICINITY MAP — NOT TO SCALE Hydrologic Soil Group — Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties (Wheat Ridge City Park Soil Survey) 39'46! 11" 39'49 54" USDA Natural Resources Web Soil Survey iiiiiiiiiiO Conservation Service National Cooperative Soil Survey 7/29/2009 Page 1 of 4 39" 46' 11" 39° 45' 54" _ Map Srale: 12450'1 printed on A sim(8.5 "x11 ")sheet, to N Meters A 0 20 40 80 120 Feet 0 50 100 200 300 0 z cn \\ W, m m 110 m m /�} 0 0 0 > a M C 0 0 0 0 0 9 ;� c � 0 @E 2. 9: \ @ . o }/ 012. !a E; o .. = 3 c 0 N 0 ;u Z ( < o ° — 0 /\ !) 0 SO. �m 9 ;o { \\ a � 0 > m 3 = N x �� ; 1 : 0 f 0 �o m 6 ° ( > CD 0 z > I z §w0 0 3 � ` \ \ � \ W, Hydrologic Soil Group - Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Wheat Ridge City Park Soil Survey Hydrologic Soil Group . tlydrglggl5'oi�C l7y{fnn Golt1e2Area Galorado Parts: of`D'enkeY Qohgtas aTicT� ark' r r , coiner tr .�f. . -_. . tlyaun Rating: Aeres o -: /f.°s�,pib} -.. _� .lu tpp_�nt1'6_In_ _ in_AdiiEe�ttt 32 Denver - Kutch -Urban land C 4.6 27.4 , complex, 5 to 9 percent''. slopes 106 Nunn -Urban land complex, 2 to C 11.8 70.3% 5 percent slopes 107 Nunn -Urban land complex, 5 to C 0.4 2.3% 9 percent slopes Totals for Area of Interest 16.8 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long- duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (AID, BID, and CID). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture orfine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (AID, BID, or CID), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Natural Resources Web Soil Survey 7129/2009 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group — Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Wheat Ridge City Park Soil Survey Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff.. None Specified Tie -break Rule: Lower Natural Resources Web Soil Survey 7/29/2009 Conservation Service National Cooperative Soil Survey Page 4 of 4 N N N OCm N N N N N N N N TO ?�"'� O O O cap O O O O O 0 0 0 0 - "'o j m m m m O m m m m m m m m ma T O X X o o < < D D D D D W 7 o Q m (0 71 O S m <�'H �oii O � ° m < m p Q 3 m D D D Q o'�D O m °, m Qty m Co Q�`D X vas m'n m Z ' Q m' m W� m Q T ada rn m os° O 3w m.� 30-a m<°7°oa 0 za v oa m r Fd..�o -in m M m q ° 37 o mm O 3 �, > >vo _„ mh o'" 0 D °. o a -'Tom =_ S b D 3�O m o a »? G a� to -„ Q m o 0 � ON m„ Qy.y Q'a6 a% N o Nnm O mD G Qo o . 3 Q,. a �r 5 " m �? a� O mo N m °' o.a a o asa O m „a 37 '° 0 3 m � ,.'ro a ¢'" S -�. ? m N_Q ZO s v mC W D 5 "� m �. am ma a m a' m o m�O Zp r m 0 m °.n m mw D s m� o o- 3s o� m m mN ^ sa C= m a voim oo Z o < c a�aw Q w w 3 m o D NJ m m o o m N m m a' 0 m o a m0 m m 3 A m a 237 O '� n mom °fno om ,m,°_ > >-' ��` DO m Z s < o ^ a o. �Drcma ZD Z m o c < m O a �' mF x x— �0Q 0-m m Q N �� g'< ma =osQJ Tm m mod n� Q a. a 0 � a � 0 •°' a m m m^ < o'd 3 0 < as ono O' OC c O HF. 0 , �, �• a m �n 3 »� cm m d' gr CW 0 o. m o mm3a a., m ° c D o j' < T T m c o 3' �' c �` wa maa.° 3� v oG�mm Z'"� m o -� 3 a a 0 m m 3 0 .°-' O O m 1 0 ��mm a= m o_3ao Z T 0 G_ 0 m v �f° a m° s O �.c a m mm nmca o'er m m > 0m0 0 0 6 O 0 a o ° 0 o c •g m�Q 10 m Q and °w <d r a m %da Z vrof � amm &� agmxw N o' D m m m'sim a3 =: a 0 co co A R 3'54 K Po6 r yy v 0 7� "am08 om €e3 T 8 0 c p 0O co H M-g. m_ C) 0 /� � b'ld Sm o m s 9 CD O s g 3 en m ro aSg MC e�c� '�f as a m m m m0 Z 4 . y -. m C� ?"� m m �a o y i {£ �.�n °em 'rm € a� mm m � m ? o m o. W.. mS M y 3 n -m �a m m om Wig:. ¢ U,N ZONE X� ZONE X Pl- 41ST AVE MILLER 41STAVE w : "�. .r �'WAY JE w w w r ZONE A . o f .387H < - o ¢ w MIL LERr -. v rn r STREET- PIERSON w. -'m -- -AVE Z p ¢ w - COURT' a. '38TH Z .5 DIS D a ZONE X `t7 o '.38TH O AVE - -� Lena .,..,.r f,. Gnkh 37T w 36TH AVE bc— w -. ts QS.. , z� PL n F i N• „ 36TH AVE U r o w y w w ¢ J - m 35TH PL ¢ ¢ 35TH - z o 36TH d X PV N �, w u 34TH PL , 3f' z F ¢ w r 9 u ¢ TN w 3 o ZAEE O 4 m 33RD Q m z AVE o ¢ n 0 j AV O w O 32ND 2ND 33aP g3St ..ROBB c r - _ -PL. D CIR PL 4 E 32ND 28 31 ST. AVE V 31ST - Ir 31ST PL .. 31SS .. Z PL > 31ST C 30TH 30TH PL 3 30TH O F �- AVEOQ 31ST AVE O PL W NELSO O Q, AVE . tti .0 3OTH AVE X50 yRANGE.. _ S .. RAN 29TH '�i 9 ' t ' Q- VI - VIEW AVE ,P OWENS CT OP COURL PIL k 28TH 9A 'y 29TH AVE PL t7 O 28TH 287-H ¢ AVE ct- PC „nm rr_uT 9L �A v ZONE X ZONE X W w ZONE X AVE PL E AVE Mountain KK1457 41ST F lf 0 r AVE CO w 9G� r F 6 m J 0 m �9 r r o Z 0 w ST a o O w Q LL CITY OF 37TH WHEAT RIDGE PL y 085079 EVERETT OR se se Duch P .11c R _ ¢ 2 w w ¢ 32ND- u PLACE INDEPENDENCE.. STREET 1a1 27 MAP AREA SHOWN .ORTHISPANEL IS LOCATED N TOWNSHIP 3 SOUTH, RANGE 69 WEST. JEFFERSON COUNTY Z UNINCORPORATED AREAS _080087 i SHALLOW iTH AVE .I 0LAKE O 7J W Q m D > 1 M T H AV ' 1) KK145E F•XTD COUNTY SCALE 1" = 1000' METERS PANEL 0215 E W-Rlot FLOOD INSURANCE RATE MAP JEFFERSON COUNTY, COLORADO AND INCORPORATED AREAS PANEL 215 OF 675 (SEE MAP ' INDEX FOR FIRM "PANEL LAYOUTI CONTAINS- COMMUNITY NUMBER PANEL U$ FRX WHEAT RIDGE, 0" OF 086079 0215 E JEFFERSONCOUN1v, UNINCIXiFORATEDAREAS 080087 D215 E 1AKEW4')OD,Cri 085076 0216 E Notice to User: The Map Number shown below should be used when placing map orders; the Community Number shown above should be used on insurance applications for the subject community. N Cy A MAP NUMBER 08059CO215 E EFFECTIVE DATE: e e JUNE 17, 2003 Federal Emergency Management Agency eMmcted using F-I On -Une. TNS map does not select changes nendmerris which may have been made subsequent to the date on the block Forthelatest pmductink - mation about Naconal Flood insurance mm food maps check t FE Flo Map Store at www.m sc.fema.gov I =�Icjl W14=11 �nMwrvitiseru���m �� QUAIL.STREET 4 46TH PL 4 46TH A AVE r r 46TH F 4 r z z r r 4 4 6T41 E STR ET ¢ E845TH ¢.. E EVERET A AVE N N 4 ZONE X w 44TH PL O OWENS ¢ ¢ w w W W Z w A AVE FLOODINGEFFECTS S STREET 4 44TH ¢ ¢ 0 0 4 x u u FROM CLEAR CREEK o o P PLACE g g - - m m + + o 45T F F o ZONE 44TH J J A AVENUE - AE 2 2 r r r 0 , r r Z F- r u 2 21 " r r r " w w w 2 OUAl m m a O r , w w z z O r r r o o Z ZONE AE z m r 43RD - 4 3 3o z z 4 43RD y y 4 43RD AVE r _ 4 42ND w J r A AVE - -' A AVE r r ° °• a ,c� 5395 ZONE X� ZONE X Pl- 41ST AVE MILLER 41STAVE w : "�. .r �'WAY JE w w w r ZONE A . o f .387H < - o ¢ w MIL LERr -. v rn r STREET- PIERSON w. -'m -- -AVE Z p ¢ w - COURT' a. '38TH Z .5 DIS D a ZONE X `t7 o '.38TH O AVE - -� Lena .,..,.r f,. Gnkh 37T w 36TH AVE bc— w -. ts QS.. , z� PL n F i N• „ 36TH AVE U r o w y w w ¢ J - m 35TH PL ¢ ¢ 35TH - z o 36TH d X PV N �, w u 34TH PL , 3f' z F ¢ w r 9 u ¢ TN w 3 o ZAEE O 4 m 33RD Q m z AVE o ¢ n 0 j AV O w O 32ND 2ND 33aP g3St ..ROBB c r - _ -PL. D CIR PL 4 E 32ND 28 31 ST. AVE V 31ST - Ir 31ST PL .. 31SS .. Z PL > 31ST C 30TH 30TH PL 3 30TH O F �- AVEOQ 31ST AVE O PL W NELSO O Q, AVE . tti .0 3OTH AVE X50 yRANGE.. _ S .. RAN 29TH '�i 9 ' t ' Q- VI - VIEW AVE ,P OWENS CT OP COURL PIL k 28TH 9A 'y 29TH AVE PL t7 O 28TH 287-H ¢ AVE ct- PC „nm rr_uT 9L �A v ZONE X ZONE X W w ZONE X AVE PL E AVE Mountain KK1457 41ST F lf 0 r AVE CO w 9G� r F 6 m J 0 m �9 r r o Z 0 w ST a o O w Q LL CITY OF 37TH WHEAT RIDGE PL y 085079 EVERETT OR se se Duch P .11c R _ ¢ 2 w w ¢ 32ND- u PLACE INDEPENDENCE.. STREET 1a1 27 MAP AREA SHOWN .ORTHISPANEL IS LOCATED N TOWNSHIP 3 SOUTH, RANGE 69 WEST. JEFFERSON COUNTY Z UNINCORPORATED AREAS _080087 i SHALLOW iTH AVE .I 0LAKE O 7J W Q m D > 1 M T H AV ' 1) KK145E F•XTD COUNTY SCALE 1" = 1000' METERS PANEL 0215 E W-Rlot FLOOD INSURANCE RATE MAP JEFFERSON COUNTY, COLORADO AND INCORPORATED AREAS PANEL 215 OF 675 (SEE MAP ' INDEX FOR FIRM "PANEL LAYOUTI CONTAINS- COMMUNITY NUMBER PANEL U$ FRX WHEAT RIDGE, 0" OF 086079 0215 E JEFFERSONCOUN1v, UNINCIXiFORATEDAREAS 080087 D215 E 1AKEW4')OD,Cri 085076 0216 E Notice to User: The Map Number shown below should be used when placing map orders; the Community Number shown above should be used on insurance applications for the subject community. N Cy A MAP NUMBER 08059CO215 E EFFECTIVE DATE: e e JUNE 17, 2003 Federal Emergency Management Agency eMmcted using F-I On -Une. TNS map does not select changes nendmerris which may have been made subsequent to the date on the block Forthelatest pmductink - mation about Naconal Flood insurance mm food maps check t FE Flo Map Store at www.m sc.fema.gov I =�Icjl W14=11 �nMwrvitiseru���m �� Gnkh 37T w 36TH AVE bc— w -. ts QS.. , z� PL n F i N• „ 36TH AVE U r o w y w w ¢ J - m 35TH PL ¢ ¢ 35TH - z o 36TH d X PV N �, w u 34TH PL , 3f' z F ¢ w r 9 u ¢ TN w 3 o ZAEE O 4 m 33RD Q m z AVE o ¢ n 0 j AV O w O 32ND 2ND 33aP g3St ..ROBB c r - _ -PL. D CIR PL 4 E 32ND 28 31 ST. AVE V 31ST - Ir 31ST PL .. 31SS .. Z PL > 31ST C 30TH 30TH PL 3 30TH O F �- AVEOQ 31ST AVE O PL W NELSO O Q, AVE . tti .0 3OTH AVE X50 yRANGE.. _ S .. RAN 29TH '�i 9 ' t ' Q- VI - VIEW AVE ,P OWENS CT OP COURL PIL k 28TH 9A 'y 29TH AVE PL t7 O 28TH 287-H ¢ AVE ct- PC „nm rr_uT 9L �A v ZONE X ZONE X W w ZONE X AVE PL E AVE Mountain KK1457 41ST F lf 0 r AVE CO w 9G� r F 6 m J 0 m �9 r r o Z 0 w ST a o O w Q LL CITY OF 37TH WHEAT RIDGE PL y 085079 EVERETT OR se se Duch P .11c R _ ¢ 2 w w ¢ 32ND- u PLACE INDEPENDENCE.. STREET 1a1 27 MAP AREA SHOWN .ORTHISPANEL IS LOCATED N TOWNSHIP 3 SOUTH, RANGE 69 WEST. JEFFERSON COUNTY Z UNINCORPORATED AREAS _080087 i SHALLOW iTH AVE .I 0LAKE O 7J W Q m D > 1 M T H AV ' 1) KK145E F•XTD COUNTY SCALE 1" = 1000' METERS PANEL 0215 E W-Rlot FLOOD INSURANCE RATE MAP JEFFERSON COUNTY, COLORADO AND INCORPORATED AREAS PANEL 215 OF 675 (SEE MAP ' INDEX FOR FIRM "PANEL LAYOUTI CONTAINS- COMMUNITY NUMBER PANEL U$ FRX WHEAT RIDGE, 0" OF 086079 0215 E JEFFERSONCOUN1v, UNINCIXiFORATEDAREAS 080087 D215 E 1AKEW4')OD,Cri 085076 0216 E Notice to User: The Map Number shown below should be used when placing map orders; the Community Number shown above should be used on insurance applications for the subject community. N Cy A MAP NUMBER 08059CO215 E EFFECTIVE DATE: e e JUNE 17, 2003 Federal Emergency Management Agency eMmcted using F-I On -Une. TNS map does not select changes nendmerris which may have been made subsequent to the date on the block Forthelatest pmductink - mation about Naconal Flood insurance mm food maps check t FE Flo Map Store at www.m sc.fema.gov I =�Icjl W14=11 �nMwrvitiseru���m �� v ZONE X ZONE X W w ZONE X AVE PL E AVE Mountain KK1457 41ST F lf 0 r AVE CO w 9G� r F 6 m J 0 m �9 r r o Z 0 w ST a o O w Q LL CITY OF 37TH WHEAT RIDGE PL y 085079 EVERETT OR se se Duch P .11c R _ ¢ 2 w w ¢ 32ND- u PLACE INDEPENDENCE.. STREET 1a1 27 MAP AREA SHOWN .ORTHISPANEL IS LOCATED N TOWNSHIP 3 SOUTH, RANGE 69 WEST. JEFFERSON COUNTY Z UNINCORPORATED AREAS _080087 i SHALLOW iTH AVE .I 0LAKE O 7J W Q m D > 1 M T H AV ' 1) KK145E F•XTD COUNTY SCALE 1" = 1000' METERS PANEL 0215 E W-Rlot FLOOD INSURANCE RATE MAP JEFFERSON COUNTY, COLORADO AND INCORPORATED AREAS PANEL 215 OF 675 (SEE MAP ' INDEX FOR FIRM "PANEL LAYOUTI CONTAINS- COMMUNITY NUMBER PANEL U$ FRX WHEAT RIDGE, 0" OF 086079 0215 E JEFFERSONCOUN1v, UNINCIXiFORATEDAREAS 080087 D215 E 1AKEW4')OD,Cri 085076 0216 E Notice to User: The Map Number shown below should be used when placing map orders; the Community Number shown above should be used on insurance applications for the subject community. N Cy A MAP NUMBER 08059CO215 E EFFECTIVE DATE: e e JUNE 17, 2003 Federal Emergency Management Agency eMmcted using F-I On -Une. TNS map does not select changes nendmerris which may have been made subsequent to the date on the block Forthelatest pmductink - mation about Naconal Flood insurance mm food maps check t FE Flo Map Store at www.m sc.fema.gov I =�Icjl W14=11 �nMwrvitiseru���m �� R _ ¢ 2 w w ¢ 32ND- u PLACE INDEPENDENCE.. STREET 1a1 27 MAP AREA SHOWN .ORTHISPANEL IS LOCATED N TOWNSHIP 3 SOUTH, RANGE 69 WEST. JEFFERSON COUNTY Z UNINCORPORATED AREAS _080087 i SHALLOW iTH AVE .I 0LAKE O 7J W Q m D > 1 M T H AV ' 1) KK145E F•XTD COUNTY SCALE 1" = 1000' METERS PANEL 0215 E W-Rlot FLOOD INSURANCE RATE MAP JEFFERSON COUNTY, COLORADO AND INCORPORATED AREAS PANEL 215 OF 675 (SEE MAP ' INDEX FOR FIRM "PANEL LAYOUTI CONTAINS- COMMUNITY NUMBER PANEL U$ FRX WHEAT RIDGE, 0" OF 086079 0215 E JEFFERSONCOUN1v, UNINCIXiFORATEDAREAS 080087 D215 E 1AKEW4')OD,Cri 085076 0216 E Notice to User: The Map Number shown below should be used when placing map orders; the Community Number shown above should be used on insurance applications for the subject community. N Cy A MAP NUMBER 08059CO215 E EFFECTIVE DATE: e e JUNE 17, 2003 Federal Emergency Management Agency eMmcted using F-I On -Une. TNS map does not select changes nendmerris which may have been made subsequent to the date on the block Forthelatest pmductink - mation about Naconal Flood insurance mm food maps check t FE Flo Map Store at www.m sc.fema.gov I =�Icjl W14=11 �nMwrvitiseru���m �� SHALLOW iTH AVE .I 0LAKE O 7J W Q m D > 1 M T H AV ' 1) KK145E F•XTD COUNTY SCALE 1" = 1000' METERS PANEL 0215 E W-Rlot FLOOD INSURANCE RATE MAP JEFFERSON COUNTY, COLORADO AND INCORPORATED AREAS PANEL 215 OF 675 (SEE MAP ' INDEX FOR FIRM "PANEL LAYOUTI CONTAINS- COMMUNITY NUMBER PANEL U$ FRX WHEAT RIDGE, 0" OF 086079 0215 E JEFFERSONCOUN1v, UNINCIXiFORATEDAREAS 080087 D215 E 1AKEW4')OD,Cri 085076 0216 E Notice to User: The Map Number shown below should be used when placing map orders; the Community Number shown above should be used on insurance applications for the subject community. N Cy A MAP NUMBER 08059CO215 E EFFECTIVE DATE: e e JUNE 17, 2003 Federal Emergency Management Agency eMmcted using F-I On -Une. TNS map does not select changes nendmerris which may have been made subsequent to the date on the block Forthelatest pmductink - mation about Naconal Flood insurance mm food maps check t FE Flo Map Store at www.m sc.fema.gov I =�Icjl W14=11 �nMwrvitiseru���m �� APPENDIX B - CALCULATIONS N c o , > v C W S U s rn c a Y L � m� d a L i�om mbom� m m � Q rn 7 r m a LL N C 0 R V k c 0 W L d V C C ^ 01 0 Y d MM Y H 0 �V s c C M U d 0 V 0 LL r 0 Q E 0 U ° °NwmimlN v y on_ -v oa Ja a } p a N h me w m omo 0 m LL °Nornm � mm am3 uy m� J q p a c o U m o` a e U N r m N 0 LL O O 3 :_ E ee or m, war r M m o pPeo °. LL C II m m l N n w ° m o� earn onmo.- nrn�pNrnooO ry J ^'E rio� U 17 mwO.... .... D O C� N r m w W w VI W m O r r 0 - p�ll--rnQ V'n pa U I Nm + F U `E r 000000�riN �o�o N n heN Np�WNln t�ln O, (p, (DN N(p > E vZ �jn nnnno° nor rn �v v Oe WNO mNNWNf�ipON(�Ot rn�Qw 1�[GOPQM h N O r C C O O O O O (p � " V l m� O� c Nap n<d t7� O �n E mni ° �o n <an w E v+w p' `w� --wui° 6r<6 pi6 <n vi°N w . - "' o -� n o O � o ° oo o mwomwomo mmorworn000000 mo 0 o NIp NN eNmnmo�wN N w NN () O O O O O O O O O O O O o.. O O O O o �pm� NNm NmNm. -mmNwn P P QNNCIN Inw � 0 U O O O O O O O O O O O O O O O O g mm m mm Ipwmmmm�w p O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O mm� �pwrnmmwwmmn�rnw N O O O .......... O O O e oop'rn o°'.- orywmomNmrnm� s � m mn oM`'ry e�i�m�n ° Q � ooN oc000co p'w� .-n mad ° N. y omN - N �Nw p m p m F �l�N mtONNN�n�O�a� Q N O N 0 0 0 0 w �v o _m y m m m cc o Q f y m O r ° n p' N O n `�C O '� o m'p VINNmP y 222 Q pa a mo = =oa 000 r m N 0 LL O O 3 :_ JVA, Inc JVA, Incorporated 1319 Spruce Street Boulder, CO 80302 Ph: 303.444.1951 Fax: 303.444.1957 Job Name: 38th & Kipling Park Job Number: 1518c Date: 7/31/09 By: LAM 38th & Kipling Park Storm Drainage System Design (Rational Method Procedure) One Hour Point Rainfall 1.42 MINOR 5 YEAR Direct Runoff m 0a o C '� m (n0 c Q O XU Q U t C V. C7 C N m v C1 1 2 3 4 5 6 7 8 9 13 ON -SITE HISTORIC H1 H1 6.20 0.16 16.40 1.00 3.09 3.10 H1 3.10 H2 H2 1.21 0.16 13.40 0.20 3.40 0.66 H2 0.66 H3 HOS1 0.38 0.46 6.40 0.18 4.49 0.79 H3 0.79 DEVELOPED BASINS A & B 1 Al 0.07 0.16 11.00 0.01 3.70 0.04 Al 0.04 2 A2 0.36 0.23 11.70 0.08 3.60 0.30 Al -A2 0.34 3 A3 2.19 0.19 12.80 0.41 3.47 1.41 Al -A3 1.75 4 A4 0.27 0.25 9.60 0.07 3.90 0.27 Al -A4 2.02 5 A5 0.34 0.34 11.10 0.11 3.68 0.42 Al -A5 2.43 6 A6 1.59 0.25 13.70 0.40 3.36 1.35 Al -A6 3.78 7 A7 0.97 0.39 8.70 0.38 4.05 1.55 Al -A7 5.33 8 A8 0.35 0.16 11.60 0.06 3.62 0.21 Al -A8 5.53 9 131 0.19 0.36 5.00 0.07 4.82 0.33 A9 0.33 10 B2 0.32 0.17 13.90 0.05 3.34 0.18 A9 -A10 0.51 Total 6.05 DEVELOPED OFFSITE BASIN H3 OS1 1 0.38 0.46 6.40 0.18 4.49 0.79 H3 0.79 12 OS2 0.27 0.27 5.00 0.07 4.82 0.35 OS2 0.35 13 OS3 0.49 0.18 16.00 0.09 3.13 0.28 OS3 0.28 1518c-new-rational- UDFCD 20090724.xls 7/31/2009 JVA, Inc JVA, Incorporated 1319 Spruce Street Boulder, CO 80302 Ph: 303.444.1951 Fax: 303.444.1957 38th & Kipling Park Job Name: 38th & Kipling Park Job Number: 1518c Date: 7131/09 By: LAM Storm Drainage System Design (Rational Method Procedure) One Hour Point Rainfall MAJOR 7765 YEAR Direct Runoff N C 0a o c � N Co 0 Q � C off 2 U 0 m d 1 2 3 4 5 6 7 8 9 13 ON -SITE HISTORIC H1 H1 6.20 0.51 16.40 3.15 5.79 18.22 H1 18.22 H2 H2 1.21 0.51 13.40 0.61 6.36 3.90 H2 3.90 H3 HOS1 0.38 0.63 6.40 0.24 8.41 2.02 H3 2.02 DEVELOPED BASIN A 1 At 0.07 0.51 11.00 0.03 6.93 0.23 Al 0.23 2 A2 0.36 0.54 11.70 0.19 6.75 1.30 Al -A2 1.54 3 A3 2.19 0.52 12.80 1.14 6.49 7.41 Al -A3 8.95 4 A4 0.27 0.55 9.60 0.15 7.31 1.10 Al -A4 10.05 5 A5 0.34 0.57 11.10 0.19 6.90 1.33 Ai -A5 11.38 6 A6 1.59 0.55 13.70 0.87 6.30 5.47 A1-A6 16.84 7 A7 0.97 0.60 8.70 0.58 7.59 4.40 Al -A7 21.24 8 A8 0.35 0.51 11.60 0.18 6.77 1.21 Al -A8 22.45 9 B1 0.19 0.58 5.00 0.11 9.02 1.01 A9 1.01 10 B2 0.32 0.52 13.90 0.16 6.26 1.02 A9 -A10 2.03 Total Pond 22.45 To Outlet 24.48 DEVELOPED OFFSITE BASINS H3 OS1 1 0.38 0.63 6.40 0.24 8.41 2.02 H3 2.02 12 OS2 0.27 0.56 5.00 0.15 9.02 1 1.35 OS2 1.35 13 OS3 0.49 0.52 16.00 0.26 5.86 1.50 OS3 1.50 2.66 1518c- new - rational- UDFCD 20090724.xls 7/31/2009 JVA, Incorporated 1319 Spruce Street Boulder, CO 80302 Ph: 303.444.1951 Fax: 303.444.1957 Pond Volume Calculations: PROPOSED DETENTION BASIN A 1T6 :I9 5 year Pond Volume: K5 = (0.77 *I - 2.26)/1000 100 year Pond Volume: Kim = (1.78 *I - 0.002 *IA2 - 3.56)/1000 Job Name: 38th & Kipling Park Job Number: 1518c Date: 7/31/09 By: LAM I = 20.0 % I = Percent Impervious Iwq = 20.0 % Iwq from Figure ND -1, Level 0 A = 7.79 acres A = Tributary Area i = 0.20 i = Iwq /100 K5= 0.01314 K1oo= 0.03124 V5 = 0.10 ac -ft = 4459 CF V100= 0.24 ac -ft = 10601 CF WQCV = 0.116 watershed inches Vwq = 0.09 ac -ft =1 3925 CF V5 mquired = 0.19 ac -ft =1 8384 CF V100 reguired = 0.24 ac -ft =1 10601 CF V5 = K5 *A Vino = K1oo *A WQCV = A *(0.91 iA3- 1.19iA2 +0.781 Vwq = (WQCV /12) *A *1.2 V 5 required = V5 + Vwq V100required _ V100 1319 Spruce Street Boulder, CO 80302 _ Ph: 303.444.1951 Fax: 303.444.1957 38th & Kipling Park POND VOLUME CALCULATION Job Name: 38th & Kipling Park Job Number: 1518c Date 7/31/09 By: LAM STAGE /STORAGE STAGE WEIGHTED INCREMENTAL CUMMULATIVE 0 0 AREA AVG AREA VOLUME VOLUME ELEVATION DEPTH S.F. S.F. C.F. C.F. 5401.0 0.331 784 22,575 0.518 1.0 1,358 1,358 1,358 5402.0 1,931 1.0 2,890 2,890 2,890 5403.0 3,848 1.0 4,888 4,888 7,777 5404.0 5,927 1.0 6,655 6,655 14,432 5405.0 7,383 1.0 8,143 8,143 22,575 5406.0 8,903 5.0 TOTAL CUBIC FEET 22,575 0.52 ac -ft STAGE /STORAGE STAGE CUM VOL(CF) CUM VOL(AF) 5401.0 0 0 5402.0 1,358 0.031 5403.0 2,890 0.066 5404.0 7,777 0.179 5405.0 14,432 0.331 5406.0 22,575 0.518 WATER SURFACE ELEVATION (FEET ABOVE MSL) 0 Z v 0 r c 3 m W N (l� W N N Ut W W W W W N W N W [P W UI rn A in N [n m cn CA ^ D 7 m �m v a• co 'O v. V7 m 0 0 CIRCULAR CONDUIT FLOW (Normal & Critical Depth Computation) Project: 1518c -Wheat Pipe ID: 18" PVC @ 5.0 Park ly 1) Design Information (input) Pipe Invert Slope So = 0.0504 ft/ft Pipe Manning's n -value n = 0.0130 Pipe Diameter D = 18.00 inches Design discharge Q = 2.03 cfs Full -flow Capacity Calculated Full -flow area Af = 1.77 sq ft Full -flow wetted perimeter Pf= 4.71 ft Half Central Angle Theta = 3.14 radians Full -flow capacity Qf = 23.65 cfs Calculation of Normal Flow Condition Half Central Angle (0<Theta<3.14) Theta = 0.92 radians Flow area An = 0.25 sq ft Top width Tin = 1.20 ft Wetted perimeter Pn = 1.38 ft Flow depth Yn = 0.30 ft Flow velocity Vn = 8.18 fps Discharge on= 2.03 cfs Percent Full Flow Flow =1 8.58% of full flow Normal Depth Froude Number Fr„ =1 3.16 1supercritical Calculation of Critical Flow C ondition Half Central Angle (0<Theta- c<3.14) Theta -c = 1.28 radians Critical flow area Ac = 0.57 sq ft Critical top width Tc = 1.44 ft Critical flow depth Yc = 0.54 ft Critical flow velocity Vc = 3.57 fps Critical Depth Froude Number Fr c = 1.00 1518c- UD- Culvert _v2.00b_Pipe 5.06 %.xls, Pipe 7129/2009, 2:41 PM CIRCULAR CONDUIT FLOW (Normal & Critical Depth Computation) Project: 1 Pipe ID: 1 ly Design Information (Input) Pipe Invert Slope So = 0.0140 ft/ft Pipe Manning's n -value n = 0.0130 Pipe Diameter D = 12.00 inches Design discharge Q = 3.73 cfs Full -flow Ca aci Calculated Full -flow area Af = 0.79 sq ft Full -flow wetted perimeter Pf = 3.14 it Half Central Angle Theta = 3.14 radians Full -flow capacity Qf = 4.23 cfs Calculation of Normal Flow Condition Half Central Angle (0 <Theta <3.14) Theta = 2.05 radians Flow area An = 0.61 sq ft Top width Tn = 0.89 ft Wetted perimeter Pn = 2.05 ft Flow depth Yn = 0.73 it Flow velocity Vn = 6.07 fps Discharge On = 3.73 cfs Percent Full Flow Flow = 88.18% of full flow Normal Depth Froude Number Fr„ =1 1.29 Isupercritical Calculation of Critical Flow Condition Half Central Angle (0 <Theta- c<3.14) Theta -c = 2.27 radians Critical flow area Ac = 0.69 sq ft Critical top width Tc = 0.76 It Critical flow depth Yc = 0.82 ft Critical flow velocity Vc = 5.40 fps Critical Depth Froude Number Fr, = 1.00 1518c- UD- Culvert_v2.00b_Critical 12 inch HDPE.xls, Pipe 7/2912009, 2:41 PM u CIRCULAR CONDUIT FLOW (Normal & Criti D epth Co Project: Pipe ID: - Wheat Ridge City Park ly D Invert Slope Manning's n -value Diameter gn discharge low area now wetted perimeter Central Angle flow capacity Central Angle (0 <Theta <3.14) area width .ed perimeter f depth r velocity Full Flow Depth Froude Number Central Angle (0 <Theta- c <3.14) :al flow area ;al top width cal flow depth :al flow velocity ;al Depth Froude Number So = 0.0140 ft/ft n = 0.0130 D= 18.00 inches Q = 5.28 cfs Af = 1.77 sq ft Pf = 4.71 ft Theta= 3.14 radians Of = 12.46 cfs Theta An Tn Pn Yn Vn Qn Flow Fr„ Theta -c Ac Tc Yc Vc Fr c 1518c- UD- Culvert v2.00b Critical 18 inch HDPE.xIs, Pipe 7/29/2009,2:41 PM CIRCULAR CONDUIT FLOW (Normal & Critical Depth Computation) Project: 1518c -Wheat Pipe ID: 24" PCV - Porn ly Design Information (Input) Pipe Invert Slope So 0.0110 tuft Pipe Manning's n -value n = 0.0130 Pipe Diameter D = 24.00 inches Design discharge Q = 22.44 cis Full -flow Ca aci Calculated Full -flow area Af = 3.14 sq it Full -flow wetted perimeter Pf = 6.28 ft Half Central Angle Theta = 3.14 Iradians Full -flow capacity Qf =1 23.79 lefs Calculation of Normal Flow Condition Half Central Angle (0<Theta <3.14) Theta = 2.15 radians Flow area An = 2.61 sq it Top width Tn = 1.68 ft Wetted perimeter I � Pn = 4.30 it Flow depth Yn = 1.55 it Flow velocity Vn = 8.61 fps Discharge Qn = 22,44 cis Percent Full Flow Flow = 1 94.33 of full flow Normal Depth Froude Number Fr„ = 1.22 supercritical Central Angle (0 <Theta- c <3.14) ;al flow area :al top width cal flow depth :al flow velocity :al Depth Froude Number Theta -c Ac Tc Yc Vc Fr, 2.33 radiE 2.83 so ft I 1.69 1 1518c- UD- Culvert_v2.00b_P0ND OUTLET.xls, Pipe 7/29/2009,2:41 PM CIRCULAR CONDUIT FLOW (Normal & Critical Depth Computation) Project: Pipe ID: Park ly 1) Invert Slope Manning's n -value Diameter gn discharge now area now wetted perimeter Central Angle flow capacity Central Angle (0<Theta <3.14) r area width .ad perimeter depth velocity Full Flow Depth Froude Number Central Angle (0<Theta- c <3.14) :al flow area ;al top width cal flow depth :al flow velocity ;al Depth Froude Number So 0.0120 ft/ft n= 0.0130 D = 24.00 inches Q = 24.44 cfs At =1 3.14 Isq ft Pf = 6.28 ft Theta = 3.14 radians Qf =1 24.85 lcfs Theta An Tn Pn Yn Vn Qn Flow Fr. Theta -c Ac Tc Yc Vc Fr, 1518c- UD- Culvert v2.00b_Site Outlet.xls, Pipe 7/29/2009,2:42 PM Emergency Spillway Worksheet for Broad Crested Weir Project Description 5,404.54 ft Worksheet Emergency Spillway Type Broad Crested Weir Solve For Headwater Elevation Input Data 1.00 Discharge 24.44 cfs Crest Elevation 5,404.00 ft Tailwater Elevation 5,404.00 ft Crest Surface Type Gravel Crest Breadth 1.00 ft Crest Length 20. ft Results Headwater Elevation 5,404.54 ft Headwater Height Above Crest 0.54 ft Tailwater Height Above Crest 0.00 ft Discharge Coefficient 3.09 US Submergence Factor 1.00 Adjusted Discharge Coefficient 3.09 US Flow Area 10.8 W Velocity 2.27 ft/s Wetted Perimeter 21.08 ft Top Width 20.00 ft Project Engineer: Kevin Tone j:\... \1518c wheat ridge city park spillway.fm2 JVA, Inc FlowMaster v7.0 [7.0005] 07/29/09 04:01:38 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 _203- 755 -1666 Page 1 of 1 APPENDIX C - DETAILS JVA, Incorporated 1319 Spruce Street Boulder, CO 80302 Phone: 303,444.1951 Fax: 303.444.1957 E-mail: info@jvajva.com ■ I ft AIR 9;00 R DESIGNED BY: KSS CHECKED BY: DHB JOB 1518c DATE: 03/06/2009 I 11-1[tigm EXIST INTERMEDIATE CONTOUR PROPERTY LINE /ROW K o "A A =BASIN DESIGNATION DRAINAGE BASIN IDENTIFICATION BUBBLE - .5 = 5 YR RUNOFF COEFFICIENT 1,0 =AREA ACRES • in I Ps, IS T-4 DESIGN CONCEPTS Community and Landscape Architects 211 N. Public Rd., Suite 200 tel. 303.664.5301 Lafayette, CO 80026 fax 303.664.5313 conceots(&dcla.net www.dela.net DATE: August 46, 2009 TO: Meredith Reckert Senior Planner City of Wheat Ridge 7500 W. 29 Ave. Wheat Ridge, CO 80033 303 - 235 -2848 FROM: Erik Spring PROJECT: 38` & Kipling Park P18031KOIN rM ENCLOSED PLEASE FIND: Description Pages Copies Dated FDP Set (24x36) 10 16 7/31/09 FDP Set (11x17 reduction) 10 1 7/31/09 Drainage Report 3 7/31/09 Signed Submittal Checklist 1 1 8/3/09 Soils Report 1 3/3/09 FDP Application 1 1 8/3/09 Copy of Pre - Application Meeting Summary 1 6/25/09 Letter of Intent 1 1 8/3/09 THESE ARE BEING SENT: 0 For Your Information /Use ❑ For Your Approval ❑ For Your Review Q For Distribution ❑ Other: Copies to: By: Transmittal • Mail Q Courier ❑ Overnight • For Pick Up ❑ Hand Delivered I NVY171 No. of Pages (including cover) ❑ Original will follow ❑ Original will not follow ❑ As Requested Q For Your Files DESIGN CONCEPTS Co ... niq and Land,,ape Arcbi are. 211 N. Public Rd., Suite 200 tel. 303.664.5301 Lafayette, CO 80026 fax 303.664.5313 cwnceptsadcla.net www.dcla.net Letter Of Intent This package is submitted as a Final Development Plan for the property located at 3700 Kipling Street. The proposed use for the property is a public park with amenities including: picnic shelters of various shapes and sizes, a parking lot, community plazas and multi -use spaces, a multi -use grass athletic field, age separated play areas, a splash pad, restroom building, detention pond, loop walks, a bowled grass amphitheater, and a 14,000 SF in- ground concrete skate park. Construction is scheduled to begin as early as September 2009 and will continue into 2010. T The City of 7500 W. 29 Avenue Wheat Ridge, Colorado 80033 Wheat Ridge Planning Department 303- 235 -2846 NOTICE TO MINERAL ESTATE OWNERS APPLICANTS: You must submit this completed form to the Community Development Department no later than ten (10) days before the public hearing on your application. Failure to complete and submit this Certification of Notice shall constitute sufficient grounds to reschedule your public hearing. Joyce Director, Parks 1 Marrwaring as and Recreation of/with of Meat Ridge (Print name) (Position /Job Title) (Entity applying for permit /approval) (hereinafter, the "Applicant"), do hereby certify that notice of the application for 38th and Kipling Park - Final Development Plan set for public hearing on (describe type of application) 200_, has been sent to all mineral estate owners at least thirty (30) days before the public hearing, as required by § 24- 65.5 - 103(1), C.R.S., or, in the alternative, that the records of the Jefferson County Clerk and Recorder do not identify any mineral estate owners of any portion of the property subject to the above referenced application. M Check here if there are no mineral estate owners of any portion of the subject property. I hereby further certify that I am authorized by the Applicant to make representations contained herein and act as the Applicant's agent for purposes of this Certificate of Notice and bind the Applicant to these representations by my signature below. Dated this 10th day of August , 200:9 , LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29 Avenue, Wheat Ridge, CO 80033 Phone (303) 235 -2846 (Please print or type all information) Applicant D'ESt 6.0' i TS Address 2\k r.J. '?uguo ?4. svtte 2oe Phone 6 M - City l A__yea 7 , State Go Zip 5ice 26 Fax 3v3- 6G4-5 Owner <y of W rL — Ar P-- Address \4•'Z'?" AC Phone - aot- 239 -2246 City �,J t� , State Go Zip 80033 Fax ses - 235 Contact 71-iYcE AAA�M r Address I4?uv1Cn Sterl l Phone 231 -t3� City RAOGE State Go . Zip 8ct Fax 1a3-z3t -1356 (The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner.) Location of request (address): S706 1Z-tPL-t.Jls ` Type of action requested (check one or more of the actions listed below which pertain to your request): Application submittal requirements on reverse side gkhange 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) • Lot Line Adjustment ❑ Right of Way Vacation • PIanned Building Group ❑ Temporary Use, Building, Sign • Site Development Plan approval ❑ Variance/Waiver (from Section ) • Other: Detailed description of d Required information: Assessors Parcel Number: Current Zoning: Current Size of Lot (acres or square footage): Proposed Zoning: Proposed Use: 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 thg,�ner which approved of this action on his behalf. Signature of Applicant b rime aapA sworn to me this day of 200_ T fMDA � IDOIMON� otary bli MoluV f�Ie aft of COl01atl0 My commission expires To be filled on y s :: Date received / Fee $ "-' Receipt No. Case No, vt/ - Comp Plan Desig. - Zoning �'Gr> Quarter Section Map Related Case No. Pre -App Mtg. Date Case Manager_ s,�.� C6 LAND USE APPLICATION FORM id a g e COM Whea t MUNIN DEVEIAPMENT Case No. WZ0906 Date Received r 8/6/2009 Related Cases WZ080 Case Planner Reckert Case Description Final Development Plan approval AAvhr vN1nAwvebm Name Design Concepts Name F Phone (3031664 -5301 Address 211N7Publ7Rd.,Sle.20 City Lafayette State CD Zip 80026 Owrr IWAW %ffif " Name City of Wheat Ridge Name F— Phone Addressr City F State f Zip raw fbdly 918fYpI1 Name Joyce Manwaring Name City of Wheat Ridge Phone Address r City r State F Zip I Pro%ecf /n/avmafivn Address 3700 Street lKipling Street City Wheal Ridge Slate C0 Zip 80033 Location Description Project Name Weslhaven Park Parcel No. 3 9272 - 99003 Qtr Section: N7927 Distrct No.: III 1- Reviews r Pre -App Date F Neighborhood Meeting Date I App No: Review Type Review Body Review Date. Disposition - Comments Report I Review Admin DF — -.. r - = r- zJ I r J Case Disposition - Disposition Date Conditions of Approval Notes Res #F—Or d It Status 13n Referral DESIGN CONCEPTS Community A and Ldndrea7e rchitect, CAROL HENRY RLA, ASLA 211 N. Public Road, Suite 200 P,i p Lafayette, CO 80026 303 .664.5301 r � t 303.664.5313 flrimil Carol @dcla.net www.dcla.net DENNIS H. BEAMIS, P.E. HIM 1VA, Incorporated 1319 Spruce Street Boulder, CO 80302 Phone: 303.444.1951 Fax: 303.444.1957 Toll Free: 877.444,1951 dbeamis @jvajva.co www.ivaiva.com 'V ®® le ® City Of ® Wheatlid� COMMUNITY DEVELOPMENT PRE- APPLICATION MEETING SUMMARY Meeting Date: June 25, 2009 Attending Applicant(s): Carol Henry, Amanda Bower 211 N. Public Road, Suite 200 Lafayette, CO 80026 303 - 664 -5301 Dennis Beamis JVA Incorporated 1319 Spruce St. Boulder, CO 80302 303 - 444 -1951 Joyce Manwaring City of Wheat Ridge Parks and Recreation Director 303 - 231 -1308 Attending Staff: Meredith Reckert — Senior Planner Adam Tietz — Planner Dave Brossman — Development Review Engineer Mark Westberg — Special Projects Engineer Address /Specific Site Location: Southeast corner of W. 38` Avenue and Johnson Street Wheat Ridge, CO 80033 Existing Zoning: PCD, Planned Commercial Development Existing Comp. Plan: VC, Village Center Applicant /Owner Preliminary Proposal: The City of Wheat Ridge Parks and Recreation Department is initiating a master planning process for the property referenced above to develop it into a neighborhood park. The property has an approved Outline Development Plan (ODP) for a commercial/office complex which was approved in 1983. In 2008, the ODP was amended to allow a park as an allowed use. The applicant is now pursuing the second and final phase in order to allow for a park, the final development plan. Existing property conditions: The property contains 8.3 acres and is bounded by 38 Avenue on the north, Kipling Street on the west, W. 35 Avenue on the south and Johnson Street on the east. The property is currently vacant and slopes from the south to the northeast with significant grade changes. There is cafe located on a separate parcel at the northwest corner of the site which currently uses come of the city -owned land to which the cafd uses to park vehicles on. To the south and east there is residentially zoned land that contains single family homes while the area to the west of Kipling St. and to the north of W. 38 Ave. contain commercial land uses and with a mix of different retail, offices, and other auto oriented businesses. Will a neighborhood meeting need to be held prior to application submittal? A neighborhood meeting will not be required for an administrative approval to amend the FDP. Planning comments: Since a detailed amendment to the ODP was approved last year the Final Development Plan (FDP) is all that is left to be approved. The FDP is the second component in what is equivalent to the PCD rezoning process in order to allow for the park. The FDP can be approved administratively as long as adequate information is provided that is consistent with the approved ODP. The FDP addresses the finer details of the development including a specific landscaping, final architectural design of proposed structures, and final drainage improvements. A portion of land is being conveyed to the Appleridge Cafd in order to provide additional parking that is being lost due to the park. On the final design sheets, the areas being conveyed to the cafd will need to be shown. A note should accompany theses areas that state that the areas will be developed in a later phase and that upon their development that an FDP amendment will only be required for those areas only. This will ensure that the entire park site will not have to go through another FDP amendment. The only areas to be developed in the later phase will have to be amended, depending on what is being proposed. The first step in amending the FDP began with the pre - application meeting on June 25, 2009. Since a neighborhood meeting is not required, the applicant may submit their application at any time. Upon submittal of the land use application, a case manager will assigned to the case. They will refer the application and FDP document to other city departments and outside agencies for their comments regarding the proposal. This referral period usually lasts for two weeks. Once referral comments are received back and the internal planning department review is complete, a list of comments will be provided to the applicant for required revisions. Upon resubmittal of the revised document, if all requirements are to the satisfaction of the referral agencies a staff report will be prepared with a recommendation of approval, approval with conditions, or denial. Once the staff report is complete, the application will be forwarded on to the Director of Community Development for his decision. The director will make the final determination to approve, approve with conditions or deny the application. After the FDP has been approved by the director, the FDP document must be reproduced onto mylar paper and submitted to the City for all the required signatures. Once all signatures have been received the mylar will be taken to Jefferson County to be recorded with the Clerk and Recorder. Public Works comments: Public Works will require full civil drawings and public improvement plans for Kipling St. with the submittal of the FDP document. See the attached "Public Works Requirements" for additional requirements. Building comments: The Building Department was not present at the meeting. Comments will be made upon application submittal. Architectural and Site Design Manual comments: The City has adopted an Architectural and Site Design Manual. This manual will be used to review site and building design. Attachments: zone changes (to planned development district) packet, zone change schedule, public works comments, Phone Numbers Meredith Reckert — Senior Planner 303- 235 -2848 Adam Tietz — Planner 303- 235 -2845 Dave Brossman — Development Review Engineer 303 - 235 -2864 Mark Westberg — Special Projects Engineer 303 - 235 -2863 Steve Nguyen — Traffic Engineer 303- 235 -2862 Ryan Stachelski — Economic Development Specialist 303 - 235 -2806 s l i City Of l Wheat <09C PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29` Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2861 F: 303.235.2857 June 25, 2009 Pre - Application Meeting City Park at W. 38 th Ave. & Kipling St. (Einarson Property) Public Works Requirements 2 Copies of the following shall be submitted for review with the Final Development Plan: 1. Final Drainage Report: On -site detention incorporating water quality measures will be required. A Final Drainage Report and Plan signed and sealed by a CO licensed Professional Engineer shall be submitted for review and approval with the FDP. (Please see attached Site Drainage Requirements). 2. Grading & Erosion Control Plan: A Grading & Erosion Control Plan signed and sealed by a Professional Engineer, including specific details for all BMP's to be utilized both during and subsequent to construction. 3. Construction Plans: Construction Plans signed and sealed by a Professional Engineer licensed in the State of Colorado, shall be required for all public improvements to be constructed, all drainage - related items such as detention ponds, outlet structures, drainageways or pans, and curb & gutter. Include street plan and profiles for all proposed roadway improvements along property frontages, and all City standard details for the proposed constructed items (please see Note 3 below). 4. Stormwater Management Plan: A Stormwater Management Plan (SWMP) associated with the required CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval with the FDP. (Please see Note 1 below). 5. Site Plan: A Site Plan to include the following: a. 24" X 36" sheet format. b. A Vicinity Map. c. The boundary of the site and existing and proposed lot lines are to be completely described using bearings and distances. d. A Legal Description of the site, including tie(s) to the Section. e. A Basis of Bearing statement (using local City coordinate system -see 4. below). f Signed Certification from a Professional Land Surveyor licensed in the State of Colorado for the parcel boundary and topographical information on the Site Plan. g. A scale and north arrow. h. Date of map preparation, and the name, address, and firm of who prepared the map. i. Location of 100 -year floodplain, if applicable. J. Existing and proposed coratours at 2 -ft intei Jais. k. Adjacent streets, including Right -of -Way widths, names, and ROW centerlines. 1. Location of all existing & proposed easements and rights -of -way, fences, walls, drainageways, ditches, buildings to be developed or retained on site. www.ci.wheatridge.co.us Public Works Engineering June 25, 2009 Page 2 NOTES: CDPS Permit: The Federal Clean Water Act implemented by the EPA requires that stormwater discharges from certain types of facilities as part National Pollutant Discharge Elimination System ( NPDES) be authorized under stormwater discharge permits. An NPDES permit is required for all construction sites greater than one (1) acre in size. The area of disturbance for the proposed development is greater than one acre and shall therefore comply with NPDES regulations. The NPDES permit for construction activities is issued by the State through the Colorado Discharge Permit System (CDPS), and may be obtained by contacting the Colorado Department of Public Health & Environment, Water Quality Control Division. A Stormwater Management Plan (S WMP) detailing the Best Management Practices to be utilized during construction is required with this development. A Copy of the CDPS Permit and Stormwater Management Plan (SWMP) shall be submitted to the Department of Public Works for review and approval prior to issuance of any Grading/Fill or Building Permits. 2. Application for Minor Grading/Fill Permit: Prior to the commencement of any onsite grading or construction activities, an application for a Grading /Fill Permit along with the fees due shall be submitted for review and approval. City of Wheat Ridge Coordinate System All documents containing a legal description such as deeds easements, plats, ODP's, and FDP's must contain a metes & bounds description with ties to the section and be on the Current City Datum, which is consists of a horizontal coordinate system is a modified form of the NAD83/92 State Plane system, and the vertical datum is NAVD88. 4. Information Information pertaining to the Public Works development requirements, the City's Street Construction Standards & Details in AutoCAD® DWG and PDF formats, as well as all of the land surveying and City ROW maps is available on the City of Wheat Ridge website: www.ci.wheatridgc.co.us ww A.wheatridgexo.us (6- 25 -09) W38th_Kipling(Eina on)_FDP.doc DESIGN C O N C E P T S 211 N. Public Rd., Suite 200 tel. 303.664.5301 Lafayette, CO 80026 fax 303.664.5313 concepts@dcla.net www.dcla.net 38th and Kipling Park The park is approximately 8 acres in size and is situated between Kipling St., 38 Ave., Johnson St, and 35` Ave. On the southern end of the site is a 200'x120' multi -use grass field. To the north of the field, the grading creates an outdoor grass bowl amphitheater with the main plaza at the bottom of the slope. The main plaza contains a 40' six -sided community shelter, picnic tables, a small boulder gathering spot, and a future plumbed restroom. To the east of the main plaza is a secondary entry to the park, off of Johnson St. Adjacent to this entry is a feature that daylights ditch water and runs it down a channel before it goes back into a pipe. The channel is lined with flagstones and a crusher fines path with a few benches. To the north of the ditch feature is the playground which has three areas for age separated play. The play area to the south has a large free standing butterfly climbing sculpture, along with a few other play pieces. This area also has a custom climbing wall (7- 1/2' max ht.) planned for the future. A guard rail surrounds the walkway to the top of the future climbing wall. To the north of this play area is the playground plaza area which contains two 20'x20' picnic shelters (designed as alternates), picnic tables, and custom sandblasted imagery in the concrete flatwork. Adjacent to this plaza is another play area with modern looking play equipment, including a tire swing, designed for intermediate level kids. For the younger kids, the third play area just to the west contains a smaller version of the modern looking play equipment. To the south of this area is sand play and to the north is a kid -sized hammock on rubberized surfacing. To the north of the play areas is a splash pad with five emitters that will throw golf ball size blobs of water into the air at a random pattern. The splash pad will runoff of domestic water, and will not be re- circulating. On the far north end of the site is a parking lot with 44 parking spaces, including 2 H.C. spots. On the west end of the parking lot is a 10'x10' shelter to house a port-o -let. To the north of the parking lot is a detention pond designed to handle the needs of water quality and detention for the site improvements. New curb and gutter will be installed along the south and east sides of the sites (35` Ave, and Johnson St. respectively). Water from the existing ditch will be piped and run through two wet wells which will help clean the water before it is used as an irrigation source. Overflow from the wet wells will run to the ditch feature which will then be pipe and run to the exposed ditch at the north east corner of the site. A 2" water tap off of Johnson will be used for the site's domestic and backup irrigation needs. Lighting is designed for the parking lot as well as the pedestrian walkfrom the parking lot to the main plaza. NOT FOR � ny ® MI&KIPLI� C; PARK IL .g � do � , . I I 4-16 9 (A 0 I 0 rqo CO (V 0"o " "I = 0.0 O 3 0 ;r G. o > 57 2 %- O .& 'I ..% 03 0 o o3 401*0 0 > > > OMW" > mm"m dom"m to 3 o r" A-M ii 0 "I %< 0 =r I = g .0 v o. r 0. _< * 0 CL a*" IM 3 = C a 2 f-l- 14 (A 'I 0 mo = a ro. 0 0 . 0 *W* room 0 r.p. ON" r* -.0 0 0 0 OXOM a 3 too* am* b = r ." 0 0 "O ro" = 5 0 C) o =1 mo = 0 -ft O-W = . c 0 "N 2 (a lowo 0 o q * 0 > * am,(* to "D %< X0 f." ... ­4 CL 4WD& 3 0 a somo WAMO _% (1) ""'o in 5 a o l � I (f) ow " 's %4 � 11 ", 103 2 0 '' on" I _ 6 , I � , 0 n a %< .D M om� I 0 #-" � .., a .� , f-" c =r,,...* 0 f'" I � 0 0 n a a c 0 N �* AV" 0 0 v m v = c m 0 r* =1 "' (x c =r%* = " 0 fol- 0 ro" 0 :30 z M�o 3 5 - 0 0 r." ­ 0 0 a = a ­% 0 ­4% 0 8� I . w n ---i cr 0 ::b o mom"& 0 3 0 0 0 f." #-" #,< (A 0- n 40� 101 IN 0 3 3 #` = 7 M 0 0 f w 0 10 1 * CO (1) 00 rri to C .0 = .0 =% < 0 c o .v 0 WMM* ... (1) 0 ­% 0010 :3 C) a � 0 :3 a fta C 0 0 to = 400* * n 0 * "I v m a 0 c 400" :3 CO z 0 0 :* ---% :; "I come c z C a 3 ,, co 10 E p = 0 a -40. 0 0-1 >%:c - "on n C 3 0 rt- 0- damom 0 co w z loom 0 w :3 go f.f. -% & 3 0 r. 0 �l 0 0 0 r-l- 0 r , -1 > "" 0 0 ­v 0 w "Mme 0 ..w :3 0 = .... Ev 0 C - ) *00* 5 ' = n =; O * r-low 0 r4o :r m 0 r4o :T r4. = 0 0 3 * 0 Co a . :3 =3 c r . f . ... . 0 CO < .- () .0 . � cx :3 0 0 "I * a -1 r+' CL 0 ammom -1 3 3 0 w 0 "O 0 ­m% (b a ca (D * w C) (a 0 3 * a r-l- * --h (D X LO amm"o r.l. ONMD* 0 rat, 'Z -I >0 001 :3 0 CD :3 3 :3 = 40 C) r 4. ..o :3 :3 r - 0. C) es . o 'T ::r =r folm (D cx 0 room (D CY) cc CO CD 0 .A 0 3�w , ." (Y) C) "I 0 co dunow (D w 4 **� :3 (D ;; m m 0 0 to r4w C) o 0 CL * dolmmm v m .D " C 0 0 a 0 0 tilo -3 *< 1 0 .... ri- 0 a = = -0 v 3 r-o- 0 n 0 *< 0 a ­_% '* n 3 0 c n r*o a 0 "< 9: Ao 0 :3 'n . 0 0 0 r" -%o 0 ... '"I a #_+' a fw" w 0 0 0 n w 0 CD somm CD a a I ..& = 11 44b. 0 m I . i . i . i . i . D . L I 0 < I m ;u - > - r�� r � I (/) - �l i m . . > r�� I z . i . . . . . I . z 0 X Mmi m U) a 0 > rmw� m a a ..I. lm no 4�b. 11 (DOM 4�6 C) 1"m C) . mm 9 RIL r� m C) m z a � t 119.1,��' I ' __ , 11 � - ,� -%�. I I - �'% � - 'w - -1--l- 11 - I ­­, - � .'�dl� I 40. i�A 1�i,� *11 114 -All - ' -1 I Z I T I , 'I I I I I � - 2 . - 11 I 11 '� "-,,, lai I .." � %..;. I .00U ­., � 0 . ­11�t`­A.o t I I � 1, - I � I I - , ` ­11 �lk`l i�; ,�';' �4 5p; - I � I I ' - > i I � 1, . ' - I I I 9A r I r I ". I t 01 Yll 0 1 iiii " � I I ,,,, I " i; 11 i I 0 66' , �" � �: .'. - w " . I ""i � I -014 , > ­<'_'� 11 4i _'� % I - ' ' I , , � ,I , �' , � , - I � � � I � U) , 'ir if :" 156 o �11__' I­­-, . I - 1 14 j I , , m' '__'� I I T) _YX W. I �' I rn ,, � .� I - -11-1 ­ "I , ;'el � z O X, ip"ll � . OX __'_'� I 1 '_�4 /'; I 1 jV, 1 -- . � �' , (A , ____i � - . � . f : * ll� - , I , �'e I ,,, rrt,. o " ,--I 0� x 0- A,� , I 1-11 i I - � - � � � - � . I 11 . - - I / , , W -- - �1_1 " - 4 O'� - � � . - I � "�� I I I Ill If , - '�'-' ii� .z'! Of 7, - I � .� 11 -- . ' '' I '. 1, � I � I 'I" I " , . I . I � �' pp '%� - , - . � ii, 1 AA__lii� - �_ , " f , i � 4 - �____ � m z , � __ii:_'� " I - __" -1-1 "I I­ � I I � 1'11� - I 1 - - � I V, � r , _"�'rf �'es 0 � . - I I I I � "I-1 I i �'_�' I ..", __" ­­_ , .� I - � '. I �% - 11 , �� , I �",� '-, I . ? I I I I I - " " - -11 � , � - - 1. "�' ­_ '--" -1 I ` . i2� '10 _ . , " 1.11 I I I � I . , _', I . i t,", e`�' I , .- � �' - '11___�� ii� � �. e�� - I ,,- _� ._�_� 11 I I'll 11 . .� . :_ ��' ­0 -, IV - � ­­ �� - . - I I "'i . � 'iv ,# � I I + '' - ' , 1 1 1 ';��'- f .� lee �"- �'i _�_ I , I , 11�1__'-'i 9 . I '��' - I -1 11 I .' I 1, �� . I . 1 0 �' ' .. I _-1, '�" � 11 I - I 1, I I ­�� " I 1% . _. �-' � . . I Ar ' � , "I �L , �"" t -�'.' I I e � '. I I _:_%_ 77 1 � __ - - " c�'� 3 l�l �� I � , - - --') - 1 �4 1 , �' -, 1� � I : I I I '' - I I ""__ll � - � ft', � , � �' � 1. � I I I I � , 11 I ;�,'� � A 11 � , I % i �' c I � � -- ­ ­� I I I I - I 4 - , x , � � f"; I . I � - I � � lE I � �' . , . 1, � � I �' N.1�1 '-I- _ e"'N I I " _ ---4, ,�.' . .'� ­­_ I ' i," . I I I I 1, I I'll � "'.'�' - I '%"' --- - - "� , - 11 � .1 I , � 1 � , � I I - I — 40T ' ' I- I- � � I l � / - ---,, � , , � a i l l +' I " � �' >�' �;'_' _Z O , "'o , , � ­ ­�� I . � 1� I . � . �' " �' I � - I , , �' :Z11 _.- 11 '' �_ ,,--!-, I �' I I I 1� ­­ � _'['� , �' T �' .. I 1-. I W � - � � . 1, � . , , '_� 4 -%"-­- t , . '��' .- - � I '-'s"-, � � I � +'v ''� , ,,, � - 1: I % I - -11 , - �' . __�_'_ p_ - . I 1, - ' W �_ 0 1 ' ;� " - I ,,, 11 _1" I � I 'g I ____ . , - I I 1. I I - �:��' "'__ I ' " �' - I "I I -A 'i - - zi­­� '_ . "' 1 1 11 V51 ' ,. � I � Z � I � I " . I + - I '� I I 1 i; ;� - � I " � 6'', % I I , � I I , 1� � . I � - " I , 71, �' " _-:111 ` . � 11 �' - . - � I �' � � -4 i I -�� i �X' X, �"' , � �. - . - - _,1-- " � Y, �_>� �' 14 " l i 11 " I - ­'i" 1 I 'i j i I I— . ­­_ �� � � � -1 i I %7' ," � ":K' � � Z , 1� . - - - 1� . ­1111 I . I I , � _'�� - I �'. � . I � .1 - - �' . , - - - ,l - - ''I 11 __ I'll �' 6 1 ­4��___� - I 11 '_ - � - I 1 11% I 1 . , ­,ii' - _' , I - i " "� , 4 -, 1, 11 _"� �T� 11 , 1� I < 11 I ­"' I I � � - 'el - " Z "I �' X ­� 1. �'� 11 J� t � i 'I 0 Z I x 'I'K A 0 .. I _­ ­>�' -1 . I I � , I ­ _ ­.- .-.1-i'll 41 - I � "L_ 4'__"�' - § I � I I ..�_ ' " I . - .'�N ' -_ - - , � . I I � - �,e­llll . I " '� � I "� 1, _. _� I '� � " - I- I r ­4� '1 � 1 11_ m � Z _'� - - � �­ � - � '� I I I - *' I x � I I . � I I- " * I ':�"" 0_ I I ._111- .. I , 'r - ". . . I � 1� - . _'­_ 11---% � I , ) F . ,--Ir,l I ' . li I , - �Tr I -4"l , 11 _�__ I . 11 " I '� ' , '­", � _'� 9 -, u " � .��- j I I .1 I ' ' - ' � �f ii ' . 3t I . _. '��' . . -, _. ___­_l - - I 1, 1-1 , 11 � '��'� ' 'i c; I �11 't '��L'oi' � - 17 , -1 � ll_� � - I � I I I , - dif I , . -- __"�. � - - �' . -I- ,,,- �� -1 I I - � 1 � . I , - � I 1--_ , � � � ­­'� , . ­ . - -11, li' cl _�' n . I 1� . �' � � >' I f 0 i � 11 / I I i 11 I � - , � I 'I---- I .,---- I � 0 --- I I I -ell I 11 I I � . 4 - � � � � , � - � --- ' � . , , . .� 11 . �"' , , � - I , I ' I ?. 7 - . � " I >'. ' '. ­ , - 11 � � , -- � � , I ` --i '_­1 i I 7 1 1 10,4. in ll� , ,11- , , I . " I ,;, i; .' , �' . 11 I I - � �e ". - � . �11 ­�i % � � , I 2 , '- - � . _� ­�"' 'A ol '_�� ' i I It . . 11 I I . � � , � - ­­ 1. � I � . '� ii­ . -4 I 119, / 11 , I ­ A I .- ' ' _- -,:, I .' I N, . ' " � A " 11--i- I � .11, 1, '_ I ' - , . , �' 'r "011 , 1 7 ' I , "I mil li�l "I 1 4 �! , 0 %4 �V' _.' z I - , I ' "'' 9; it , , "i ­1 A _"' , 0 �' I � ___� I .'�' " � v 1- Y _'�K I & t I X. �l � - I I .'�'_ 0; I ,I, z � I - � " , I " (m.__ ..­�_ �' x .1w. rM I,- - I - , __ll 11 I �p � � on& I � it � ' " t , . . - I - I lle� 11 z `__2 - � I , �> ,,, � , - I I i I I �; ;'_ I . � 111; I ' ' - , 11 , ,,,, ­� �' - I 14- I . I I I i .�ll I rn, �_A � . I ,,'­ I " �f 11�2�1' k � I 'i I' ­�ll ­ � _.' � . ' I ' ' :� � -ni I - `� "I " - � - N"--. z � I Cl X - . - .oZ: -, � � I 11 '�' I � _145 � I � - �__' .1 � I I I 1­__ � , k, _'�" � I I le . � 11 I -_ . m -l V, i�f ' Xpl' O/ " �11. 11 7AP- f +, 4 1 (��' � I 1, - "­ . � . C. " '__�­� " " 11 I �� ­_ ml , - �__ A r "'� or .. � � I " .1.11 , _"r� . ''I 11 - 1 1 � I I , rn, I .1 -1, ' I � �­ � I 'A, ,,- "". I � - -Orw�. : I I I - . x O 01 x" *.04 -, 0 ' I , , , I �0_ -1 - , , - > - �' "_ - 1� I I ' ----4-1 - � m ' _ 0 _.._ I , I I / 0 I ,I I 11 '. Fm _', _ �' �' - � I � �� - I . " , � - - - � _111�� I - 1 1 _N A 1 , r ' � 11 � " 0 _K_' '�. "' ��' 01 1/11 �vl ��_ : /4 i 'A X > I I � " 11 � � c � .0 ,,,,, � . I - 11 ��' � __ ii� %W44 . �'� '­ I _:';�r I " _ I '��e , , � ,.- 1, O 1* Xl I I I 7 I I , - - . - , �� - . - " _w+ 11 I 'F� , _ "_ fw��W� 1 4 x I e Ze _T" '� x _�" M, 1� � I I 11 -1 - Z 0 :v , I I I � " � I x ._'�' I . � " , - 1­1 , I I ;�'�' I Z I �' 1; I _" I--- .1 I 6 '­-�"­. �. It, I I I � . - - ,(/) - ,:r, I %A.J- -2 - -1 1 4 c 1 1 � '� � . - 'v- 41 � 11 '* '� ii, �__". � 11 - - 5 I , I � V, I . I 11 I w � , '­�--­- - - � - �­­ I �' - 11 " I 1 '4.0_.'� . _21 - �ej I - ��.�' - � � >; - � ", r, I I 4 Z El __l - - - ­ Z' , " ,-,,-' M _- I I '?_' I " - I I 11 " ' -M- 0 -- '� : '. I - . X 1, . � I 1 f '' ,� " 1 4 � 11 ­ I I - ­1 .1 - --`� 11, I � _1.1 � .1 I " , _'l > x �� I � 1-1 (n ` I _'�' , ,,, ' " 'V r�' 01 � "i J� '�� _ . I �r " ,I -11 � I � IWW- �b - ' - ____­ � - 11 I 1. I ", , " � . � . � - - . � � -,:Pl" 01 " I I ll� I I '�' . � - � " - - - � ; ' i I r � 4" d ' ' ' ' . I _ " 1� , ''I - . I M­ - - A - - o 19 ,;,;, I - I I � ��._ , - '.' I � � I it pr - - ­' ' ' �� ". I .'� I 11 � " I _l­.'­ ____ �' I - Im, ­' I 11- I - . - I ' i I - z "' � 0 1 Ile , 10 j" �.. "I I , , , � 0 1? , 0 11 , , 0 1 " 0 , P� I I . : X - � � , ok ��"'!' �'� !��" r' z ­�_�' - � Or1r, ,� PZ� " . I .1 I - ;p I .1 , . -1 .. 41 ­_ , , � z I v - AV 0 , , . --- Q �� '� � O I ,I I I 11 I 11 11 � - ­ I'' �� " �. "..� I ' I "I "I­ - � - � I --s- " �'�' � -, -' 1, k I �.?"_ X �x (n �' I . - - I 1 4 1 '� ' , '­ 11 - "I ,. '�e '­ "I :;?," :,-,p z I ,I , 7 � .� , � . � :q_:R� ;"14 " __W�_ .__ ,',-r " I � ­' � % I I , wow ." I ,.- ­ " I 11 � � I __li , � � ___"� - - .' I � "T­ 11, I t P, op �' - 11ii" X 1 4_+ - �T_ I I 0 1 , r 6--, , � , � I r I � ,,-,,, i � - Vm" - , I—- 11 - " o' �'z' ;'-o " , 7 1 _'. 11 '� , 1. , Vt� 0 r w I " I , _. I I 1%.j " ­­ :­ - - 'lp - � .1 . � , � ___:- >%.� , > - ,� � I .- 'A . , � __� � , ..'­ - 1, �' 'Y I � � " " -, �' , , 0� ' I 1 I "'T I � :�� I I . _�__' - . . I 1. I I I � � . I - ____ 1, � �' � I � " 1; � I . I "' � N Y I Il- "_ I 1� I - __ - I i, I i I " � , , I - v 1 41 1 el� 1 ,91 , .1 ��� I _-�_- ,,, - - ."'' � 111 - ' *a, - ­ .;'�_ - 9 I " � � - � I- I I - -, . � - , � I . _e - .; - I I-e rrj vd �Vdl I I - -. , , 1, _, --- - -- � I I ll� .1 I I 1 1 - 11 - . , � , �� '_ __ - '��_Jjdp _ I � - ��' 11 Y_ _1A ') , I � ,_ . � '+ 1� " I I �' > I .1�1 'e j , �� I ;' t 1 6 � , - �� � I � 1� � �_"._ --- % I - I � 11 . I I 1 �� ;;4 5 I I 0 �� � I � � z 0 i�� V11 Oe ii� I IF � , . I - � ._� " I � "I I � I I _! _­', I , �' "Y " I � "I'l , - . I " � - " 1. I I --l' I " ' � � I I . - I , �; lf � � " I u 6 , . �' /___l I 1 " , r m , e ,�;, 1,1� I ' "' , I l I � ' r . I 11 11 . � I l ye I - 1� I " 1. 1 ._ ­ I'v I � �' I '�_ - I i ll�l - I � o-- 11 o - I I � , I � � , , '_o' � '�" - I I - 11 " p" X i�l " " I 1_15 I - - I , � ''� __ " - -_ + - I ' - � ;p �� ) I 1 � I I �_' ! I � I "�' I - , I " I ' - _ I . I . 4, X pl, f -_ �& - � � - ��ii - "I I - - '�'�' " I v __4- p F 401� 514 .Ilr ��Oe � I , � % �' - �' , ,-, ___ , - I , .� 11 � - - - ' � 5 0 W, z , �, 11 __­­� . . '�' I I ___l 1, . ' " � - 1 12" . - 11 � I I �' I., -_ � �' T' . F .' �pv"-' - I 10 �Ml ��.' � � ".'� I I , , , I ��-' k�x -_� 11 �_ I .' �. . �' � I ­-- ­11- � ", 11 �l oe I --il, ' I I ---"- A i '_ , I -. I I 11 , ­ . . � __ . I I � I I _'�' � , � � ,'� 101 -y e.\.O;� - I �z ­ I � ­ 11 '; ___�_� �� I I ' I �"__ " - ­ "I- I I "I I " 1 __' I-— I , I . " , �_'_ I " - - - I -, - 2-"- 'q ,I , 'q , I ' , I __­'�' - 11 .11 I ' i '..- I I f 21� '; � 1� '� 1�1 . 'I , - . 1 , �' � I I � -1 4 - _� i I " 11 ill �Z 141K X `�' 11 �� I - -i I I I 1 4 ` �e I . I .. _'__l ­� 1 14 11 �. . I - I i I I ' "I e ?I � - . I I- k 1 ­� , , 1A V. - I',- - 1 1 I I I , zp �". " ee' -1, . I � �_ - ,I I � 5 ��� .11 - . I . 1-:_.iiiiiiiiiiiiii�71� -1 I '� � 11 11, � - --- I � 11 5; � Ar __," It _-, � , _�'ll :p" 'Y��'?"' � �� 1, �a � i I - f - V I � .- ,,, --- I '� liiiiii.iiiiiiiiiiiiiiiiiiiiiiiiii­' _' I � , _"�_ __ ._'__' -, _- 7----"-- 1� I 61- 11 ,es, I I 11 _& � -ii, . � . . I 'l, i ."'J , I 'I 'i t I �' 'I �11'1 "' . . , I 11 , I � )I I I ' 1, �6' If - 40 -- - . �' I ,. - TA -4- 11 .� � �_ I I .1 i I - - I . - _ ' _� � � I., -_ I . I . 11 � I I 0 1 , It', ii� I I - 11 I � ­ , I I "" P I � _ , , I I , � ; - � I..- �' , , I . I I I � I . I I w Z, _" � _' flo 1� , . i , J. i� - � .. I .. � . ;0 + �� -. � , I " I I � V I -". � 11-N, lm�; � � -1 I X 4;1� ­1 ; , � - 11., .. " i - -, I I ��' 'z 1 � X �4 1 2; I" " � I 11 11 I 1�lx " M ' T I'll v I I 11 I � I .1 �-. '.. � � ' ll� ' I I �-. -1 - __ ( 1 $11� 1 � � ­11" `� I �' - - � . ____� I � '4 - -11-1" . i 1� � - , -1-1 tl_ - .. ';� - I , I - v I I � , " � 4 - I I � '-4 I 1� .. ;w­�' i �"'� , r , , �Pf' � , � � - - , � � � -4 � . & i "I . - I � - i . �- 11 I - � � � 'i I I , I I . I � .k " I I i �' I . '�� I , - 1� � I i I I " �e'� t�""� , 1�t'le'& i�' ow :i " I 11 � _'. 1 1 11 V � .�__ -_ I ' , "I � .i -1 �' � '� I 11V ell eloo 211 � �t"" '-,% , I I -1 __� . I '� 11 - I I I , I , - I ;111 I.-01 11 � I I �. � � f � ,ii, i L - - � I.— - i " I 0 _01 �' I "', 11 I I � I I - " I I "I I/ � I li IR . � I I , I , � I I �i:' I ­ ­' I , "� - - "'_� - - - 11 1� 1, � � 1p, 211 I I Z I � � . � - I - 1. I . I , I I �' I I . - � '� -1 ''I - I I I I � I - : ", I -.':'-'- �p "�p f, I ­ - " '� � I i ", ; �" "'�_'�. � � - � .... �% � . 11 . " I 1. I 11", I I'll 0 11 - ' -1 � "I - -_ � � � " . ". I I .�� e §P i I I � � 11 �1' 'I , - . I . I -, . 11 I I - ' - . - '--'-- ­11111 , . I I- i 11 I .", I --li 1� ­1111-11 , I �' I -I , -1 I � � I I 1, Ili, I __ .� I I � - I ii, ­­'.­ '"� .' li��_. � ' _�'" i i ' � � I .- ,- - ;?" �pp I "IV ; I A-' I � I I 11 1. 0 � I I I I w" I . , l­__ �� I � I �'­ " � I � � I ­ 11 - I � . "I � I - 11 I r I � I . - 'I', ' , I '_�_l I M�_' ' "', " 7-iiii"_ � . 1, � , 7 1, I Ifie ,I �' _." �' - � I ,% I . . . . �' - I , 1� 11- -W.' �r' 0 __ 10;;­_ '_ 11 . I- I I . '.� 1� I , � I 0 - , " , W � I ' I - - � 11 , , 1� % I - � � � A ��� . I � � _.& . ' "i � I . I ­­" � . . � - - � , � --- 'k - . - I �� � I I - � ­___ I `/ . I , I - I li " IF IV "I , - 11 ol I ' & ` ' 13 , 04 !0; l l�l "lli fll� f4l, , � , -, . - " I I '� . -.1 1, I i �F_ I 1 - 11 - _A.- I I ly I I _ ,. � I , "' �' I I , I - 1� - I . � I ­." 9 '�­,. ! � I I I Oil I li I I - �' I I 1 17, '% 4�'� _111 1 ! I ll l�� � . 11 � - - - � ".0 I I 1 i � I I I � - ,___ -15 - 1, ' ' , I I ; C ';_ � - - �t_ - 1, � 11 . � I � , - _--i . 11 �l , 1, ' I lq . � .' ! ` : il X'�!!­- 1-11 ' . � - ' , , 4 - , i I I 1 1- I I . � , ­ .-- ­­ � el-il I I - Z 1� - ?_; � P; 1 ;11 1 XI ­ 11 I - - .�.iiiiiiiiiiii�� �_� " ' ' I A 11 � . � ­ -if." ­. ' � - , , �; , � m -, , __"' "_ � � , --- '_" __­� -­ ­ I �" . i " " , � "�' '_ I , I I � :' - I --- � "�';'_' ­­,i ­ ----- ��* � - I , . � , . -_ +­_ . I . I ­ 1, '- .", I I ,,,, ­­ , I . _� 11 ;:::� I I— .� - .-I ­­_­ i �_ s I - _" - - I I 1, 1� L. � _ - _ �___ � I -1 . " . I I . I I , , , - ­ "I'll" - a - I ' . 1 77777777:77-1-- -1 � , '� I I F.'� I xi� - __l)_1 , , , , , I __­ lj " t ,&Ell ll� - s , " - I I I I I � , � I . � , 11 -, i � � � � ! � - :_ , 1 4 ­ � A , �i ' 4 z �/ ­ I �' I " � - - '/ �4 'i ­ . - _� I I . , I ' 1. rAl � I "I , ­1 _" � . I 2 K I I Z � �' z I ll�� 000 I �� I I , I -_ .- I .,-- I - -- _� . I'll ,� - - I . 1 e�-- � i I I . �­� W_ � " �, � I I � I '��'_ I i I , ' �" - a I I I I , I - i , t I J " ��" -v � I . I­ ��' I 0 0 t , , - _" ) "'�"' �"�' �'�,'-"' � L" I w, . . ' I I I I I � I . � . � . , , I . _lle � i � 1, 1- �11' 1-1 _. A � � � 1 . � .1 � �' - 'V1 * - (A-1 -_ - -1 . % - . ------- a 1, � , Yl . . � __ V11 "P - ' _;�iiiiiiiiiiiiiiiii�� - "�_ � k, I .�� I - mow" — � - I _ __ I I ______iL"­. __ I I ) I .1 iii 1, '�:� �' . '�� ____ _��7 _Siiiii� - '_'_ :� �' , , ''I I �� I ,,_,_ _ I 11 I � , _'r.' �111 I '� � . -_ -i��_j4'_ T� N "I . 10 X I - -11 I , � - I ___l I - � I ll� 11 I I I I 1, . I—- � " , 11 I I , - . 1 I " I I , , , - -;,-,; I - - ,� . � _'____.� I "i I , � '�' �_ iiiiiiii � I I - � I '111-= /"��' i I � I . f l- j ' � , =a= , 11 11 , , I el Ir lie"� _' li� , e I % .- - �� � , - - - --- , X I _3 '---" "9 , , A , , � � � , ,,--- '� , � i,' I ' , , I - I I I - , " % , - , I � ", 'P�" 5� ` _ I ­ - � �_"Oor � . � - . ,I 1 J� t ". I . I . ..... ,­ - - - "_'.._�. .� ....... �..� - , - � '� I f, . " 1 1 , 41 1 1 X 1 . _1�4 0-, � I � 1, � - - I , I---- &�_ 1 � I I .' 1� " I" I � I .0 � ' � a �"i'dl' " 4 ;�� x , ' -'' 4_�' � , z �i`v "'i"i � - f� '� ' ` . . I I I Ile . � ". I � � _ 1 � � : � , � fliiii � . - � I " -1 I - � I li - � . . . . . I I "IN � , . . ' x I ,' __,:_, _' �� . � 4 , I— � . I � & & .�..Tiiiiii� .. , . I I . ' ' 4 � t� 11 �1 11 I A� �_ .� I X� �' I .' ­T­-I, ­ _­�'. �_ , ---w- I 'i � I � � - - 1� - " -%-� pw_;x�'� /' _40� 11 I . _,� I I ' I �' I , - if � I ". im � I - ___ �' I �, - , 1, . I ! I ' - --l- ll,�. 1: -7- - - - , �' I --,--,-,.- j� — ". , _'::=.7:_ , j " � --- — - " M - JA � I ", . 1, � ii '. I 'i , �__._mo � '__ie :. I - Ir - -,, �� � i k , - � . i I t " , I , 0 , 'o . � - I . I I . __ ­ � 1" . ',-ll"'. ��� I ` � '�. A __ - '' 11 - - � I " I - _''�_. _ / I � ''I I ' 'I I I —_ A, I 11 . I - � -1 I I __'__ , 1, AR X­ ` - __ I I � I I - '�' �'___'� I � �' " I ,_ ­ - � I _"' + I -, a - ___­.`l I I '__ _-J, T - I - - 11 � ' I I . I - " I � . I . I �'�' % " ' ' ' - " ' � I t� I ' ' " ' ' �� " ' I 1� � � I ll'��' - - p 0 1; " 119 " . -"" '_�__' ---� � - - . - l . M ii � , O 2, "O '�� Alf ", " ' " -' �p - " ' ' ` ' - ' "I " - , ----", I � I _-, mz� — I . . .�' I " __�' ­-'� -, , -1 - - � �' � , I ' ' " I ­ I I I , I - . � . 1 � "�� , I I I �l % I , �� � - � �' I � I - , '-, I I I I - . � I - i" I �511 i0r O" I �� 'Y' e� I - I " �' � , , __ - ­. , * � I I -- 1 1. ��'- , . """3 1 � . " I 1� ­-­ — --- --- -_ —­ ' _ --- - , -­ :_'_ �� �' I I I I I - ---_,. 4-, 1 ..... __ - 4 _� � 11 ", � I 11 ­ I � I � '. ".' , ­'_�' _'_ �_ I .� I � � I , . , , " _' 1� - I 1 - /lri t , "I 11 '�_ f, � AZ t ', Z I'- _�"' r ; I " , 4_­� - ' 9- i�" _2 I " 11 - , . I , ;' , � - - I I ' . I � � �' & I IN,, ' ) � . 1 � . I ­­ 't � I . , - - I � _­�X____ �'��- ew" 441 � - �� I I . I I � � . � - .' � , ­ . I � 11 I � I , � I 7- --- 4 - k 1 ­_ — — _._'_ _" __ .' ", I � ' 'Y' - �' !P; �? 1. , , " ' l . � � � , , - � , !"- , 'IN, * ' I , � - � ;,, :, jr - " , [ t . I , I , 11 - I i . 11 i ' ____$ Z � 11 ?� "�'v , - , . � I � �' I j" _� '� - '�_­ , �' _t - I I 1� I I - " , I , "'i, � I , Ir -� 4 1�llf I � �­r t , , ) 4 7 "' I _'__ �_'­'_� � � . , ,,,, � � yi� -_ _�__ , � ,l ' I . . ". I - ,.--- I . �' I �� I - , - � .- , " I - I - , - ' 2_1 �%' - " I �' � , � ` Ill � __ll ' - ,� . - - � - . I - I - � I lw- q -"' I � I �' - I O 4, ;4l - _101 - r 1, I ',l .-I � _'W'� ", '. 1 �5 1 1 1 1 , 11 I � % : I - , - I - - ­ 4' . I � .�" ,, I I , I 14 I � I � I , � 1�1 � 4 �' �� I ­1 , �_. _�_'_ -,g_ — ­ -- '---- , ", I - . , " rr - I I- I - , '�" " ­­_' , I- A % , � I , , , � �' ";�"_' " , . "I . . I - ."_' �i` � I I - �� I - I " I �'. '­ - , ' ' - r I I 1 , - , , . , � I � - _111, , - � � �� I , I - I I N � 'o �' I I ­_ , I �, 11 i - " � I , - ." � - I I I --li " I — "I I __"' I 2 I­- %� i j 1 �' � � , I ' " � , , , I J, I I _'i e� - 1� � '_' , . � . --- I lz I �11 �211 �%' '4- 11�1;"'� , - - I I I 11 � - ' �'_ . I 11 11 " � � , �' . , - - P , '� 4 ;X, " I e , w � - , , , �_� ? ` "2; "'7 I ; P; �. � � �7 , � -1 P Z 11 11 - 1; ,� - - I I 1 -,--,-I I . -, , ". " I I .r - I . I , I I �pl _�_­.' - O - I "', O 1 '�; , I , I , '� I � - I � I I 1� � N . I __ I'-- , I - '_ I � I , , I ' I � - , ' ­­ , ; ol � z i .1 .- I - I ' ' ' _ "' - I 11 _i,,�" I I A, N Is "'p ' , �' I I 1, � ,p - 1. I ­_ ­_ X . - , � � ' � I I - 1 xy, I `­ 4 � 1 ,i P�p 60 1� 11 -� � 11­11� , '� - I L 2 � & I 11 I I , � I � 11, . I '�_ � , I � - 11 I - . I .11 , , . , � , 1; I 1� � 11 I . �� 1� I ' I ' � " ' � .... ..... % . � 1, ' __ I � 11 � I � I 11, I � . I li� I . ll� I I 'i �' ,l �r - I 1 5 I" 11 . I I � � I � 1 ­ _.'e'�' ". I I '? � 1� �' 11 � .1 11 ��N_ �W><� I I t * � I .'If '. 'r '' �'& I - I 11 'I& I 0 -1 I ­ 4 , e-�_ '�; 1�1 - - � --- � '___ 1� - .,,T, , I ' ' - "-, ' ' ' ' - _41� - 10 .__ I �. I - 1"l-1.2- 1"4" 1111,111 . 0, , fw � 1� , '. I " 'W"O , �_ I , � " I I 9- ��' A ­�L , � j 'E I M . P " � - I �' 1 'Ir 1 ' 1 1 1 - . , . I I " I I -4 i f _�' - 4. � I 11 . I I - . I "�""" I , 11 � � . , '� � , . ,� , . " I _­ - . A - � rC� livi I L__ � I � I . I , 'i ,_ ­ _ '­- I I , " "� . , '� �. I t . ' - ; , f . , - - iiiiiiiii 1, I �` _"`e� 'jt; ' � .' I � � - ' . = 4­1 ,-- ­­_­ � - � :v 1� t 'I "'- I ' �' � - U �" �� ' .1 . 7 - _7 iii ,- �' -­� -1 ""_ ,__­ I l__' I - � " � � 1, - � �0 � I � '�� , 1, �' �� 1� , " 1� 77' -I"- I � �� 11 I 'I', -11---, . - - . , I -- I I 1 1 ��;p I 1 .-- '�' -" - - 1, I .'�x I - - '� ,� I 11 �� - - � � � 17 1­0 , i r -- �.�'fl �; I #5 _. - 11 I _"�__ I 11 I I I , ,_ . I ' �__ " � I I 1 7 1 __l_l I i,_1 I " I I - Z I I '� I � ---- , � 11 I I '� I � . I- I . � � .___' I I - _" 1� 1� ..-, I-- '.' 1. � 1 4", I ' f, I I - , - ' � 1� 1, � . I � � .1 I - � _:'IT_ -, I z 0 "" �.-4 X ,I - �x"' o 1� �' I , i , : � Ile I - I`­­- - 1� I I !, I _ � , I � I ' I I � I ­� I - � I I - I �11 I I -, � . _M_l , , ' __111� - - �_ . � I ' - I 1 4 � �' "-­­ ' I ' I � I I - - I I , "I �r" . I , - , " - � " - '," I � - I 1 � � I � I . 'l­__l_l._ ; 41. �"! , I- - � � I i'I, . - I , '�' e,'* �� I I 1.1 ,� 11 -"� ­ I '' - 1 ' -, ' ' ' " " � I 'q'p 'e I I � M , 11 � "� ' , . I I -1 ,� � ill , I ­44 I I fn - - � li 1� , I � , I - I - I - "I ��' I, I _ I I I �� frv, 10 I 1. - - '��' , I . 11 � . 1� " 1, ��' I I I I I I I I , �­ , I � �� I . - I � " - 1� x I � 11 � ��. �. I -, - . 11 I L - � , - ." - I It ,I k- , I '� I - � 'i �� , . '� I - - I I "� 11 . - , " '� 1. - I I I : 1, I " I 1 4 : I - I 'i" - _'_��': I , _­- ----"- --- . - I � I I i; - 11 I ". � I "l 'It I � -_ _­li � I '_' �' - I - 1� :1. �_ i ' ­734 - . . I I : ' I I- _� , �� ,�_ - , ", , I .1 I 1. I - I I AE. ' '" r'�­ ", I L�" �' - _'�' '�' - ' , � I I �'­' - ­ 'j�' � I I- ,'I I � , - 49 I li�l �� I - I : �o o �� "� ., , . I ,� - � � I � I 1, V -, I z " 11 � - - I _"� --�' � 11 ., , I I -, _'�'� I " I' - , I � ' , � 11 I i .. ' i I - '� , �' , _ " - , � 1-51, " � I , I ." .l.-­'.,' ,,, 3 : I— ;' I I I - " I %, - 1, I �' I I - I 11 ­­_ - � I I . 11 I . -f -, - � 1 , 11" ', 1 ' " "I' - .1 ll­_'� ", ' � . I �11 ' �' .1 � I I 1, � I , I , - r �" . - I "I I , - - �'_.' - 'I,' � �' I ' -Z I � ' , - ' "_ " 3 I I i 11 � I " I , , I ii� , ' , � --lil I I � "I . , 1 1 >�- 11 I �' I �"��' .1 I .. I �' I 11 - I I " � I . "I '_11­111' ' ' '� ' I 1, � � " ,� ' ' . ", I '.' - , I _' I � � I . -1 ' " " ` 1, I I , I I - - '­'___ 'Vl"_� ix '17 I . I f .' . - '.' ' - . , - F, I � - ' I �' I ' ' ' � - I I 1� "�' T� I ll� - , � I I � �' � I I I " I �' 11 ' 11 -, , - '� 9 i - ­ a .- , - � . I ;" - � x.- � : �'_ , " � , , t I " ' M 1 ' - ' , - I -, I -, I I I I �' ­- -4 -iii I I I 1-11, � 111R - - I , � � , : , - - IV � I I ""', - - - , C'. I vil , I ;i�_ - - � I , . 11 I �' I I " � % A, .. I . � "All I a . I " I elK 101 - 1� 11 '�. _;- ' " I " I � �� _� ' z I . � - I �� 1� � , A fc, 0 1 � ll­�_ I I 1, I I I" � �­' I . - ;a --�­ "-'�_.� ', , I I A I I � � I 11 � � I _ - _'_ """,__ -_ 1. I "I, I I 11 , J. ' .f i I 1 I " I $_�ee i0t � 1, , - '7 - ­07 1 I 1 � I �J -), �" - 41 1 � "" 1, ," � - �'� I I - I I '� "I. ii � I I I I " 1� � 11 I I � 1, - - I 1 0 1 1 ,A - Z ' . - ' ,�' . � I F, I I "� I �11 �' I � I I - > ' '" � I - ':1 ' , ' '_��_­ -_ .1 Lmo v ,,, , . �' I ,� 1 - I 11 � __ . I I �' i 11 8 0 1 j� r. I � ­ '�, ',� I'll- ' I I - " . '��111' ,. 1, 4 ZJ � ,,a - I _ ' . ' ' I , --- " , i'�A ' /o Y, _11.1. 4 i, I I �' . I I I 1. - I � I I I- " " � I -11 - '�­lll 'i , '' , �' - � I i ....'_­� ii� ­ . 1� "i I , i 4' "', I ­ � - I �' I I � " '� '4 I - 4., -9 �- - 41 ' ,,, I ',� % �' 1 1 �' I �' I I � I � '�� I fo� ; "I I _.", . .. � . � 1� I � I � 1 1i I ' ,--* t 11 , I � -�� . , � I � I 0 1 1 ­­_, I 1 i � I � - - - ,,, I '' - R . a Nl'. -- - I_ � I I , , A 'I'd I ,',,. � - " �' � - � � I ��'A_ - ir, � " 7�'�iiiiiiii� � - , , � - -4--iiiiiii.i.-_ r" A � - - I 11 �' � . , '. '� ­ I I I - , '� - � '� U I I . . I ­1�1:�_ _� -I ve -- �-'-'f ; - � 1� _��_j ----- � - � � . "ll"", , ' '#-'-"'- -�--'--=.-i Y-­ , 1� I I g�o ?4 , I " 11 , , � iiiiiiiiiii � :;- i " - I ' "Id I �_' I ... . x . " I �' �' ' I - r � - , 6 , ,41 � N +— f I , 1 ��lll I I X" - I ' ' ' -1 . 11 - , - - ­ , �' - I , 11 � � , 4 1 . '�_ X, . , I , I a I I � I � � I I 1 . " "­1�11� I - I I . � '? - ' - �� -_ � I � - _0 i 5' - i�.' I 11 _1�11� F I - � �� " - � I - , �� . I - I I i . I' w - I I --iii' (n _'i' - ... I-- r � � 11 I � I � '�� 1, . . � 1, " � I , I I � I �� - 11 1, �,_" . 11 r7l. � � . " � , _' I - . - � - - .�_ I - r �'. I - I - - . I � I Y " I 1� ­___. * � . , I li`v� '­� , � , 1, - . � I, - I I I 11 � ' � � I � � % � "I ��'.: �`�' I I 1. - I ll "-- .111, '. I "I" _­ I - I 1 I 1. li�_ " " � 1� �� � ­ I - ,� I , 11 I � ­ '�_'_.'�" I 1 t4i;;� ---- ,' �,; I �_ I 1. ' �-, I - � I ' � - , I . 1: � I - �1211 I "�I I I I ­­-­ � -- 't � ;- jv�' e'_"�" ' - � � - - i 'I . '� ,'_ I �x cl � M. V11 z I � li, 9 - T 4, 1, , � ` . - I .1 14 ,,,, ­� � '�",'-; I ". -. _' _;&'k_lll��'�' . �' - "I I I ' I .1 I 11 1+ 11 � ,� - I I , 'g, ' "I ' i�l � �' ;l - �. I 1, 1, , � -z: �' 1, �'_� ,,, I I 1 l-, - . �. I -1f, J, I . I I 11 .4 1 ' __� I � I 11 � "IX 31 - � Of li" � - ' - ' , .l__' ,_ __� I I ."A 2 j, i I I I I I I " ,. . I - 1: I I � " � I . O_se I z " � . I 2 I I -- 4. I � �� I I - ',- - 11 - - .- ­_ � - , .- , 11 � 1 '7--�� -, '-I- � , I I � � I 1, � - I I I `_�� , 1,4117-,111 � : Ill M� t � I "i , � . , ' � " I �' � I _11�_' . . � I I 1� - - I Is I yd, ' � , . � , - -_ I I I 11 , 11 .0 . � - , _ , ­ � 1-1;1 � I '� I -1 - I % - �� � .1 I -4k I - , , �_ .'i � I I � -, - . I ­­ q__ - , I I I _ I �e � Ae � F ii�' % t I 1� I I . . �101 I � � _"' I , �' - .. - I I I __� I 11 . . ,' :__", - . 1, � I � _.' '. , - 1� - " it I ; 71 ` "I I . '�" , I I I '�­ 'I", t .. ... . ..� I . � I -1 -1 I ' I - , " , , _� I "I . " ,,, T, 1/11� i t .. � � '___�' . _,;; - I ;' J_ �' " I I I � I 'V I lll�' . .1 -lin" , ' - T I e 0 AvZ � . � I- I 1, - - - ". _l."l I I . ,� - 11 I , I I I 11 � - I 1� --I:_,- - . � � , ii I I , T �� , I - . f I � ' 11 � . I I I I . - ­_ ' ' .' I-- - I � I � - I - I . " ll� , ' . I I ''� - I I I . � I - . ". � 'i I iii % I I -_ A I I I , t ,- T__ , � iP� 91 0 I I I - I I �' , . % � . - I , Ii. - " - , w I . .� � I - , I �"A � , � � - i, - - . I "�' .�� ...; - , g � _. � , o o I '�'� 9 I ... , ii� I I . I I ' " I " P ­ , .--.- � 9"e �, I � -, _.- I -1 I . , .- ­ I I . __­ - , �' �' �';' go I I I—, - _00- ��"' �. . " . 1, , - I , Ir Ill I i p, I ' ` ' - ii , - I I � - - I , I '� k , . � I I I_ I "l ik , A 9 - � �_ -1 I � ----� ,:"- -­_', I , � � � , . " ,e �11 I r - � ' M. I I : It 1 ___21 -.­_� ' - - - � � " " I - 11 I - Y. V'r � � xe"' � I I ii, � li r - ( I ' - I '_� . I '�' I "I 41 ;" , V, I "H l. .- I 11 I % 11 . , I ; �' . , � I � � . I , � � . " 1, __­__�' r� I - I I I llll� , '_--­ - �' " � . 11 �_� _�_�' I . li I I 'e" - j I � I I % ,- . -- I ,' I I Z� ",--,-- ' � I �' � I I � ,"- � . CP �' I I I I I I ' . I 1-. I I � ` "I I I ol �: � I _�'� ' I � � 1 . . O I - , , � 1� I I . % �' I . 4 ' , , 0 w � ' k � -1 I . 11 � " � '� ; I �' � -4 �� I � � � I I I I . - � I .1 � � "I"' - I 11 I I ' I 11 _� . � � 2 \ " -4 : I 1�( '-, ' I "� � - . - , _" Y/ * _'_ _t."l _' I , " - 4� " , I," .1 I - . 11 � I-l" , X<' I 11 - " .1 �' � , I ,,, . �_­_ . I � , � I ', -1 I � I _�_' I '�rll ­ - . . � � ­" I � --, � , , - I - I 11 I ", I � 11 � , I __ __ - � � � �;; X ' , _;�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiJ I 1 '11- �'_. � I � " " �_' � " I ­_' , I - - , � �_' __ I . - m " I - I % I I., . - .; .- .10-. � o' � o 1, o' I I � � � _ - . I I z 'o . � I --- I / I - I I , , 1'�-- � � . �� I I . 1 -1 ' . 11 - /' y iiiiii., I I �'-' -le .. " , I --" - , , , " , '.' j i� I - . - � I - I �_ I . . " "I I I 1 � 1 � I " I ' I - , ii x 1" � "i ""'� I a I '_ - ". - � � i , I '_ 4, - <� I , " - , � . I � , . . . . I � -, - � , %'.X-il". - - . - I . I I , i , ;V� 0 do � 11 " . '� � I -1 � , �.� I �' % .' - .� I I I ' - 3 Y"" . it 'ii`%� I i . 9 , N - I . I . � �._' , I I � f','-,, I 11 - � I � � I � . � . ' . 0 1 1, - . 4 "�Wvll 1, - "I - I �l - I �� � . I �' � '. I , " I � I , .' . ­ ; � � I I � 11 1, � 0 11 "'� � l*j IL ' I __ -?I--- 1- I I I I .1 � " "lli- ", , � - , � , � - ' ,_ � I �­- '-"-, - z Y; 11 I � I ' , 4�� � , " - � ­ I __ I , �� , -1 ��l - 5 0 �41 --- , . I ' �.11ll '____'� ". w , I ' 1 z I + " . - r-1 " - , ­-1, - - � -11 I � , � .� �� ,� '�_ - �_ ll__� '* " 1, ' 11 .' - - ' - IM ; I 1� "�+ ii� 1� I I 1. "�' , _­-� �' ' ,lm;- i I'll r'll T ,I- I" , I - " _ 1-1 !, 11 � " . . 11 I � " I - � � � '� I �. ,I � � � '._"'�' , . I - �' I I L\ � � ,,, I I � I_ � I I j o L - 11 " I I , , " - I i - � � � __­� , I wl I ' e � " ' �' _" � " w I ;%'­ -1 , I" _� ' I � I - - 11 . '_�"' " , I [ iq � '14 -71" 1 - �' _" - " I I I I , ' � I I I I . - - I - _.' , , I , I,- I - - f , I � ' '�Al I I ' ;l .. , ' I ­� � �11 I ­ " " I "ki � I'M i . � - - 4 . - - '� � , , I I I - I li�l j, , "I ' � � , �' � ___ I - I - � " I I - - - , I - � ; I � , " . I , 40j, 11 — I I ' I ' I I , , - - I ' f 11 �__ I � � 1� I 1 41, 1 - - I I " �" ­ . . ' 1� I I I I � - � � - _� � I � � . 1, - I . . � �'� " '�' , , I � I I _j-', � � '� , � " - I I 1- 0 1 1 � I 21 11 ,� I -, .- � ­_ ."� �01 �Ie4 , '. , . I ., '� I x! i � + , � " I I "Ov, - 11 I � � � � , 'l i 1, � _ I � " i I t I .1 I t 4 . I f : � I , , - I I � �� . I .� ­ - ,,,,, I � � " I ­­' �� - 1 �4 �' . I I., I � � ". - I . . ' - w 1�11 I � I " I '� . I �"� � 4 . , A ' �__'_�' 11 _ � � - I I . , I I I I - � I �_'_ - - -- " I f 0 1 � � , -1 - I - _� , - - . � - I - - - 0 _s - I '�_. __' I . �' I 11 I , 1 1 _" � - � - I I . .1 11 � I 11 " I ' : I. � . I 'v I 11 11 - � -�'-"r I ,. , I - `_ . 0? ��Jo I I I i, � ,I ' ' .� 'J, . , . I ' 'ii , I , ,_ " - , - W, ' _1�1 �p I , , 1, k I I I I I 0 ; Y? ' 11 I . I � '_ 1. . . �' I 11 . , I ' -,,-- ',.� - - " � Is I 11 ;'� L �, I '. 1� I . - . " I ",,--- '­�_" " , I a I . �' — I � I I '­ -,- .1-- '­�_ , � � O 4? Z )e�� I I I I I I , � I , �� I . � e '� � I I " 11 I I- - - :�'--­ -- � � I-, ". I 0-s . ----" i �' lil , . _. �' , � I . , �_,'� , , -1 -_ - i � I � , 1 I--4. � 1, � -1, � ; 3? �' I - I ' , _.�� I I , 3, " � X' 1. . - - - � - - I I w ' I � I - " v - ` - � - I ' ' � � - , � I � I Hlil �� � I . . __ I 11 '. " . , � �' �% , - ,,, � i ".11, ­ " � "i ' 1;1_4� - _� - I I � � . I I - I 31, I ­_ I ­­_', . I I'll i I f"' � �' I -1 � - `% ' ' ' I ' . , �L � I �' � 1. I � , - . �' � - ­ I I "� rf, pe � I 15� �' " "� I , ,- - I . " , . . � , � � fl 5 n� � , ',' 7 1 . I I '�' Z � . - ___� 11 �l Ir �Qlie" 1 a , I -..-,,,-- .;_ _­_�. -"- .�!�' "� � , R , - " - I 11 I . V g' � I i ' I - I .. I � "I - �'_ 11 - __'* . 1 I .1 I - - �" " I I I I � � I I � � I , I - I 11 I _'_ _"I�_ --'--; it ----. - - 7 R I - . I 11 .' - . - .1 I Ie' A 1 li ,r �o " I - ' " - I � tii. 'N%% Y'll lr� I - . 1. " 11 .- � I I - . � I - - -- ' ' , '4�_ ' I O "' I .. . . - � I � I , - I - - I I , � , � - I I , �' % - e I -,---" ____ 11 t , ' f .1 X . .t-1 � - I � :__, -, I I I 1� . H , � I I - � I ---, " I ­­­ - . Ml 1,, , - I I ';� - � 17 I I �' & , ' �� yr _"'� "' it 11 � "��' . I 11 � I I I - I -:-- :-i lll� I _; . - 11 . - t er e � i � I I I - I _­ ��_ '. � 1, � , I � � ' �­ ­1- �� I . I I . I—— . i - i ' I � , --l"iiiiiiiiiiiiiiiiiiii� % - . ��' - .' " I . I � � 11 'i _11 a, I 1\ I � I I 1 1 9 , ,I' m - ! , P, -, �'.�'� I ' I I . I it ��p 1, I I � - 1- � 'I'li,", .�.' - �'­ - � f-I 4 4 : � , ,� 1, !� I I - I ­ I I ­ 4_ 'j f., ­�z ' � - - �r --- . % I ylel - I 1. I I ZZ, Ixyl 0? 1�1' .,<,i '' I I -­ ;.' -;t�'-"��iiiiiiiiiiiii� I ' I � �' I ""'e, 4 4 I '�' -­'�_ I �� ." , p - -_ �' - I 1� I " --- - � - I Vt. V, I \ z I - - - . 1� _­__ ­ I I I? I � "I _!V _��"'�$ 1 � , - � -, , I 11 - W, fll:�, X . .1 I " 07 +1 . it, � -- - ', 1, \ I I I ­ I . . 11 I . .... ��' . I I ­ 'K , I I- - " I - I '_ � I I " � � I t � �,�, I I Z "�'v . , 1 :91 vii, � � � I 1. -1 .- - I � .1, ''� 1, � - "� I - 11 �. I � I I � " ll I I 1, 711iiiiiiiiiiiiiiiiiiiii�' I 'li,� _­- -. " - "l"_'l - �l - � .... <.' � 11.1 � I . I "_ � � � � � " - . � - � _�_ I le . "I '�___�' 1; ' 1 i "I 'V i l l[�"� I �2 , . - _ � u I W - 11-5v- R., I I �t_lll I . . . . . �� ". � - �"" . 11, .- - . -1. I ' . -_- .11 __­ll , I-, 114 _Yl 1211� I 11 ­ � I �_Nl_ I � �' . _ �' ''I '; e , 1 14- -- r__" -W ' " V� A�_" I � � ", - '� t 1, I �' I I 1 tl 11 I '� .----.4 . I I I I � 1� � - � I I I � 'l-il - I I � � , '_`�_.) I �Z 't I ,UAl \ 11 " , ';'�­ -a- �lolf x ��� i 'I i � _jv" "o ;X,e,l - 1 � � I I I- 0 , I I � � - �1111 - _'� — � I . I 1: - 41 -i I 'I'll I - ­ I , 1, "p, .1 I � 11 ,---- . , �' iiiii.._� �01 � wl I �. I . . _:—, I - 17 ` "'i' I ,� x o- -, I � Z . , � '-, ' "­'. " 1-1---, - - - - I ' . I ' � 6m g x , I , 11 -1 ­ I I 11 - , " If \ I �� ­ _>_. - � .1 , .1 I �!----- -ltii . � - ­ ,_"' ,'' . ­ 11 . 11­­i '. _�� -"----- - i, � I �­' I I - - e'44 � - " I ." , I ", �.­ - -,- -''-- I ­1 i I %. A -, Af � I 11 11, � . �-i ­____ I � �'� I � � � � § "-�-'�� . � :-I'-- _� f-14 V) �� I 1­_ . , .1 N�l _'__� 11" i - - � -iiiiiii'",-i � - I � - �11 f/"z. - , I L i I I �N" �' 0 x o a4 � ' . 1 ' 'j ; �vl_ I ' '� ' '. 11 ( Al 4 � I � I I - I cl � I I - �) ....... (A p, I I I ."i ­-- 11 A ' � - I �___ y Y/ , --l- , . � �11% : to I * A . �­' I - '_ - _­1 e le� - J5 ' I <:� I I �' 1�'! I - - . 'III*-, � ­11-1 - .­_ ­_ � ' - I -I, _'' - I , � r - — ---v ­"A' _.' ll� --;� I I ..................... .... . - , �n f � ­ 1 -------"-----7 ---------- --­ - ------------- - I - ___ � .1 L � 01 �� - -'-­'__'i - F �' I I F, Ty - __ ._ . . . ............... �� �___� .- i - _'� .- � ". a " � I *"'- __ '� , � � � -1 I 7 - ­-�_4 , , , . , I ��' _-, , 1, ' I ____­ I . , - - 'I ---- _. � ��._"' � i E 1, - �� " ­ � � � . -, - " I I __ - .� T � 'iiZ `7�__: - I . � . _� i ... _� I i V, � I ' -i A I �' R ilp ''I --l." - 0-i W, V 4'_ _­-, ' ?z , '� � , . '___ . 1� O I I - � . I 11 I � . , '-�_ -:- �' � , . I '­- " - � 11 , � . �i 19 , I \ , � e "' "I ­__ I � rr I I - 1 . � - __ __ I ____ ': -1:1-1 . ­ . . - - ­ - , ii I---"-,--- t It � ' - t" ' -- ' I , - - -v I - . I 1 - ii -1 '��_ ,,, - 1_111�1 --- +�_' i `L­ - I I . Z,F- _r7 11 11 1\ ' �, I I � . ' . � - v ­4 _119--i,l "I-- "I """"' ,---", � 11 i i I I " � ��4 1 't I K 1 � 1;V, X, I . � �� ,�e-� . -1 -1 � I __l_­_l . ,1-1;1i- __ '(� ­ �Xplll �'/' I " k 4A . N I .1 ------ I-- - ---- - ---, �­AWW­ -11 J p --- I 11: L �/_ - k ..:� - , - ' . I 'i " � VAI* 10 I 'A I ! '; 0i :�" 'i -_ - � ­ I Z -, I a � � �� . I " A- ; � -. - �rll Ae 1_11� , k - ___._._.­_._ - m I - A �_' - - � 17/11 - -11, I A j � o �� " - '� 11 ", - � I "-'l"l-"'i f ­- VW ­- I ' -I- 'fl, q � NA llfw� -1411, / 1 . , 4 I'ZI � - rr z _ Z ­ ­ -- I I I ?I -1- , � 'i _­_'� " 11 I '� i -* A"�` d If " X � "" -Irs - - � Or 01 . 0 � ­­ --,-' "i C MHUrl-U-111- ff - 1 '7,,-"7,- __ 11 7, w 77�7' 1 212- i =/-Y 1 r it"ll - *_ - � " � " - 1-0-=2 ---o- Lj 0`;13 ± I �7' - V. io. trvl , V " Or7l,� 'T - ' _-, � I -1-v ( �-­' I - , ­0 M__�llvf_l , , ­ - lill I ='/ _. Fr - - 0� I I I , __ ­_'_ v � nn � I rll-; Vk 011 05 011 05 "K " r i rniz - il �4 - I 01, Of I 1 --, � -1 11 I '� . ,,- r ­""'� �� - - - N' Z-" � ,. '! -;, o �' 'Y' _ 5 .',"- ' 1-1- I �� � - y V , , I "I,--," 11 - �� 10 . , - 77/" - _') ""�­ , I'll, �ks - 10 ' 1-1 1� 'ov _'%��_M�_"X_l - 11 I I- 11 i � . "i I 'll- . '."':�f!iz , I rlT_ . w%iwp9mr2 I J" ­��_­ , it--'� :L '��W­ Z I NA 2L-0 -;.��.4��­ f-o' � N I... I - : I ` ­ , W '&' -',�__Z- :&-z­z ,,,, _�_­ l."" - "I' - I I _tc_� � ­ _ _1 - - - - I O �t' � -"" ._l' � _" I ,A), I 11 , "_z.. .'&� w � - "' ­�iiiiiiiiii� - I ;� "'�'�� - -11 A I lll� I - FROR"Mm"m - I I ev "v -�v r'el 0',� jv� -P �' f% '.� - = 0 j-, _� .-.---- IW ---,_ � _`_=_�_ - _T ' I , - li�__�_­_� %.­ --"'!L-- .1 , �'"'m � � iiz '�� A _�. 1� I - _ I =� "" / I is - �_ I =M ii i i i iii� ," I leo­ I " � ­ t " � — — — — __'. It—, , �' te '­ev ' " . - — 1 - ! __­_ -'-"- I c e, 1 I � 14 ' - ""i __ - - f I - L� " "�*O�� i _. - I" I - . I " -Ivw Z:;: ;���' , I -S ­1­11_­l__­_l * "_ " � , . � �_ ___ - � � I - -1 ­111 __ ' I �� I "I'll ii�' ,---. - i� i'i -"-,, '_'__�� -, � _,_3 ' - _'.."' _­.­ — — , ":� '�� . . 4 '_�_ ��'.'Z'�' S w _-4— - I _'."t, " I "Ao_� 'i � '_ , lllm�" i ".11 I ��"_' 1 j� ___ ­­__ -" 1 -----.-4,,--- sm ­­­ ,_ __,� _-, - 9 1 , - ____l I . -, - I I '� __ i---�'��' t -,+_';-- ---:.w _____ _­___ ____ ____­_:.W_.'l� --- ­_ --- — ,-- �__�' 0 / _" __ _­ � I " "_ _. - 4 ­1 — ____l '­ \ I R O ­-­n- o i . - I '#�' — — __ 6--­', -­ ' — — __ ­ ­--ill _.QZ5 11 I'll, _­11 I , _._' — L i "" I i­ _­`� "i * -, U _­_. I ':':=' -sm,. '­'­'._ ,— -­ 1. .1 _'� ,---4-, ­ � I _�<­­ / I '_� 4-T , ii � t I (D ' I I I I , == '�---"' t ' I \ - '_'­ -,- ­ ____ L_ __ _. _A. ;,.- - "-, / I f-, C" �_ '_':!l' rn " I I "­�'_' ' jm�� - , , mtm"� rM"-�W_1'W_'_' _'_ — _­ l.-_ — __ 9- 7 1_1 - �. , , 1 '----" = = .-I'= — — .' - i ­__­ __­­ %, � ,,,, I I - --- ,---- --.E-_7'__'_ ''m -ximm, mmum ===---- " I -.1 r. 1 (j) -1 A '� / ' i v . - f ___ — __ _ ""_ ;��l " " " I � - ­ � -` Hiiiij(_�l I I � 9 I I �_­­' ---�' __ ,--,-,- / _!" �' 171PY4 14 �;� "'t 11 'I " f �' z I ol � V> " "' . ; v, 2 . ! I I I M, `1 ' I - ----- '-.­--�- �-f-­--­ ­ i * I - _­ , - ____ -------,- "t.—�__ _'i,_ - �__ �� I I " I _T� —,-----,-,-- _'_ "-- ! t ' _­' -"—r ---,--,- _'_ ' _­_ '__ 11 i I � _,J_ , _� ­­_­­­A­` " -A-'-- __ I , F I � ' i I I -- ____ 0 a 'I a Is ' I 0 1 L - is L - __ � - - .. MMMMA * 0 � "i (.n X Ln o W to A - O-q c < 0 Iwo (A (A to (D (D CL 0 O" :3 0 0 Q 0 0 0 0 Cl . CL Us CA) :. 1_. 0 0 now now Ln 0, 0 (D b b . . a 0 -0 10 00 am a 1 4 i i f �.':.:.. I... ::'_;..*_.._:.... .....--.-.:.:.: �:. .:.:. :.. a 1I -': ***-..' -..-- -.* . " * * . : :. .- . . .* I .-'-.--.-. s t .. ing Street :. ..': -*:%.. .. '" ":* *,*-* -'. , ,:.. .m..-..--.-...-.-.- ..-:-.:...-..:-. -M -::.: .::.. . ..... .... . :"" ..... .... " ----- . . .. E. -.,...-.-- '.: --. -.: .'.- *..:,... .. .. .. . .AOW%6 .... -.:......:...-. 1% - ' . ....;::: * . ... AVWAkk "I . � . . : I;: : . -: : .:::: . . . :' - . :: . :. ....: . %j - .::.- . r) 0 z r) M (A to OMM04 0 0i C) V) C; 0 > f- o 3 = ak = a m :2 c 3 (D - :3 4. a CA a CA ZA CD (D - c = M. j3 n (D x CL ,< Q_ QQ C)7 " Q :� :3 :3 .— C — ..... _. 0 M CL 17 0 0 :7 CD :3 I iiiii 0 (D 0 (C) a 'A w co - - *< cy o a o , a CD :3 =. W a (^ (O (D 00 C) _ () 0. c im :E -5 C-) : 1 . a 0-0-0 o a :3 (A � Zi - (D 0 . (A R- —0 :� m (A %_.m. P- a � =3. 6- —4- CD 0 (D 4- > () :3 o :3 za. CD CL a -.01 0 :3 - ca :E � "i (.n X Ln o W to A - O-q c < 0 Iwo (A (A to (D (D CL 0 O" :3 0 0 Q 0 0 0 0 Cl . CL Us CA) :. 1_. 0 0 now now Ln 0, 0 (D b b . . a 0 -0 10 00 am a 1 4 i i f �.':.:.. I... ::'_;..*_.._:.... .....--.-.:.:.: �:. .:.:. :.. a 1I -': ***-..' -..-- -.* . " * * . : :. .- . . .* I .-'-.--.-. s t .. ing Street :. ..': -*:%.. .. '" ":* *,*-* -'. , ,:.. .m..-..--.-...-.-.- ..-:-.:...-..:-. -M -::.: .::.. . ..... .... . :"" ..... .... " ----- . . .. E. -.,...-.-- '.: --. -.: .'.- *..:,... .. .. .. . .AOW%6 .... -.:......:...-. 1% - ' . ....;::: * . ... AVWAkk "I . � . . : I;: : . -: : .:::: . . . :' - . :: . :. ....: . %j - .::.- . r) 0 z r) M (A to OMM04 0 0i C) V) • k C) PON" MID mip 00 0 3 > c 0 ♦ 0 c 3 CL cr ;:r • CL 0 0 0 0 0 CL ( (D 0 C CD :3 Q 0-070 L (D 0- 0 (D n C) :3 0 0 :3 CD ► Q , na Street lorad* CITY OF WHEAT RIDG-117- RM NO. 94186976 -- - x (1t) z z sow C-n In -- I < < > 0 ,4a c C) > X01 Elm 44 (D CL 0 Mv" 0 ---f- %Dim* 0 1�0 UD 0 9: 0 0 SO CL Cn now to 0 C) 1.0 na Street lorad* CITY OF WHEAT RIDG-117- RM NO. 94186976 -- - x (1t) z z -- I < < > z C) > X01 rn. CAD Ln K) I 1�0 UD 0 9: -T-�l UJI, I NL 46b e ll T -1- T m U) 4 M W* c M 0 z X S fir/ � � fir j G *.��� .. ,�,y - ...w�, -�� ..� s y�'�. w � ° " „- Al U) < > z r z z j t � � r� � : # a C e {� � r. > C -4 tJl� U) p f-4 ip 3,< P1 r 2 "F oi l j k. S 0 Z F; 4 EF z kk- IAJ S D —SD SD SD ft o 1 V , m �A- "w” Cr ryt+ � 1p > ,ell � "" � � �ry £ ��' r s _ � s o A t f I P4 t C, M < % g, C-1 R, M t ­4 %1M S g tl 0 < -:n � `•;� ; .. � `'�; ° � � ti �.,. _ .. 7 z ;-F C J -v, FT —4 0 - 6 s 0) 7T ­AJ 0 ID It K 3 , H r RR V V d f UIR % N1, y . �y J IZ t ?) > -T Yl r —1pp -RR 11 's per` °a., m , xa rn.v , 5rras< ¢ .. -.a' k 4 - - --7' - - - , — , r — "I I'! - 1 id 0 -4 L , 4 & K-J, , T v.Tcs.,,aF,, z „�, sx,�. r_., �_.>�.aa>�., , ..,.u+�.,«� , s- ,rrar.� kr:, x ., -,,, r •c z > -J�MU L f 464 "on* � 4001M amoo wwo Ali 6� onow mom* A� M*w 4000 *mom 4"Wo 4w� W �- -60 rs � kz z AL dk A -- A- �w -xt > FYI v V A ? 1 `7 I A 31 'S. w 1 1 1 4 J "I 1 1--i z 1 �r— `75, 0 1 t A I 4 � f ;r 'A 0 4' 1 V ` il, -11 1 f "I 1dr i-, L 8 -0 - r 0 w w kA 1r+ 0 3 • ------------------------------------- Z > C� CK3 ( z) YAM - fl c J� Fit cn B < < z z C: 'i,13 s w o r 3 cp c AD r C CA z _4 d < (Jr ,A) uzzz Z Ej � Y . z e - CK) 4 Y Y” 00 AVX c rn Room -pht rq M Ln C) m4m C / TY 0 F WHIE4, T R1 0 G E ii • Z il 0 Z f m z J C7 C) x < M Ojt)f l7nj n < < < z 0 r z C z U4 0 -T-1 > A —L' C3 co -G� - Z � r s r A a lai a a 0 ina Street "Ali V) • < > z 0 > ou z z X v Vo < < < > c c 0 3 > n -4 mom* (D CL !9- CL CP (pl cc (D (C) tn R 0 C) -0 CD -a CD .. -men C CD :3 67 o z 0 (D CD :3 n 0 Z il 0 Z f m z J C7 C) x < M Ojt)f l7nj n < < < z 0 r z C z U4 0 -T-1 > A —L' C3 co -G� - Z � r s r A a lai a a 0 ina Street "Ali V) • < > z 0 > ou z z X v Vo < < < > c 0 (Z > -4 mom* (D CL 0 C IM'r 0 F W1 1 EA T f? (pl cc • • R 0 .. -men z 0 0 *-o C) CL (A 0 10 Z il 0 Z f m z J C7 C) x < M Ojt)f l7nj n < < < z 0 r z C z U4 0 -T-1 > A —L' C3 co -G� - Z � r s r A a lai a a 0 ina Street "Ali V) • < > z 0 > ou z z X v < < < > > 0 (Z > -4 rril 0 Mill rr, C IM'r 0 F W1 1 EA T f? (pl cc CA3 1 �J :r ---------------- -------------------------------- w 0- m f 3 J- 0 w W C: Y IT - \ ------------- ------------------------- m -4-N, r) 0 z d r) b� �, z < < < > > cn 4 m it 0) flo W C IM'r 0 F W1 1 EA T f? (pl cc 1 �J :r ---------------- -------------------------------- - \ ------------- ------------------------- m -4-N, r) 0 z d r) b� �, z