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HomeMy WebLinkAboutWSP-19-06r City of 7500 West 29th Avenue _*r Meatplge Wheat Ridge, Colorado 80033 Ph 303.235.2846 Fax 303.235.2857 Approval of Site Plan The site plan for a 6,000 square foot multi-tenant commercial building on property located at 10040 W. 38th Avenue and zoned Commercial-One (C-1) (Case No. WSP-19-06 / Kipling Ridge Lot 2) is hereby approved for the following reasons: 1. The site plan complies with zoning regulations in Chapter 26 of the Wheat Ridge Code of Laws and the relevant standards in the City's Architectural and Site Design Manual. 2. The site plan is compliant with the landscaping reduction request approved under Variance Case No. WA-19-03. and with the following conditions: 1. Civil construction documents shall be submitted for Engineering Division review and approval prior to issuance ofbuilding permits. 2. Prior to commencing work on site, building permits shall be obtained. The building permitsubmittal shall be consistent w#h the approved site plan. , nt I 1 kiD Date/ tKenneth Jamstone, Community DeveloI )irector L - V City of1- WheatRidge-- COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29tb Ave.Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 January 27,2020 Danny Baldwin 9800 Pyramid Court, Ste. 350 Englewood, CO 80112 Re: Case No. WA-19-03 Dear Mr. Baldwin: Please be advised that your request for a 40% variance from the 20% landscaping coverage requirement to allow 12% landscaping coverage for a new development for property in the Commercial-One (C-1) zone district and located at 10040 West 38th Avenue has been approved. Enclosed is a copy of the Approval of Variance. Please note that all variance requests automatically expire within 180 days (July 24,2020) of the date it was granted unless a building permit for the variance has been obtained within such period of time. Please feel free to be in touch with any further questions. Sincerely, c -ocj e. Tammy Odean- Administrative Assistant Enclosure: Approval of Variance Case Report ' tCe: WA-19-03 (case file) WA1903.doc www.ci.wheatridge.co.us k / 7500 West 29th Avenue City of Wheat Ridge, Colorado 80033 303.235.2846 Fax: 303.235.2857 leatR*lge Approval of Variance WHEREAS, an application for a variance was submitted for the property located at 10040 W. 38th Avenue referenced as Case No. WA-19-03 / Kipling Ridge Lot 2; and WHEREAS, City staff found basis for approval of the variance, relying on criteria listed in Section 26-115 of the Wheat Ridge Code of Laws and on information submitted in the case file; and WHEREAS, the Community Development Department has properly notified pursuant to Section 26-109 ofthe Wheat Ridge Code of Laws; and WHEREAS, there were no registered objections regarding the application; NOW THEREFORE, be it hereby resolved that approval of a 40% variance from the 20% landscaping coverage requirement for properties in the Commercial-One (C-1) zone district to allow 12% landscaping coverage (Case No. WA-19-03 / Kipling Ridge Lot 2) is granted for the property located at 10040 W. 38th Avenue, based on the following findings of fact: 1. The variance would not alter the essential character of the neighborhood. 2. The applicant is proposing a substantial investment in the property that may not be possible without the variance. 3. The request would not be detrimental to public welfare. 4. There are conditions present in the neighborhood, not unique to this property, necessitating this variance request. 5. The application is in substantial compliance with the applicable standards set forth in the Architectural and Site Design Manual. 6. The presence of an unbuildable shared access road on the subject property results in a particular and unique hardship. 7. The shopping center as a whole meets the landscape coverage requirement when reviewed from an aggregate, instead of lot-by-lot, perspective. With the following conditions: 1. The proposed site design and landscaping shall be consistent with the representation depicted in the site plan and variance application materials, subject to staff review and approval through reviw of a building permit. U kj)]h 13»\ --- Keni2578mistone, AIpp --k:z,Date Community Developient Director 1 1 4 ity of_37ufhe at Ridge CITY OF WHEAT RIDGE PLANNING DIVISION STAFF REPORT TO:Community Development Director DATE:January 24,2020 CASE MANAGER:Scott Cutler CASE NO. & NAME:WA-19-03 / Kipling Ridge Lot 2 ACTION REQUESTED:Approval of a 40% variance from the 20% landscaping coverage requirement to allow 12% landscaping coverage for a new development on property located at 10040 W. 38th Avenue and zoned Commercial-One (C-1). LOCATION OF REQUEST: 10040 W. 38th Avenue APPLICANT/OWNER:People A Team Investments (owner) Danny Baldwin, Wallace Engineering (applicant) APPROXIMATE AREA: PRESENT ZONING: PRESENT LAND USE: 27,456 square feet (0.63 Acres) Commercial-One (C-1) Vacant ENTER INTO RECORD: (X) CASE FILE & PACKET MATERIALS (X) ZONING ORDINANCE Location Map . Site 4 l, brifF---: 4.- -b.41 141¥p:i :149 1 JURISDICTION: All notification and posting requirements have been met; therefore, there is jurisdiction to hear this case. I. REQUEST The applicant is requesting approval of a variance from the 20% landscaping coverage requirement for properties in the Commercial-One (C-1) zone district. The purpose of this variance is to reduce the amount ofrequired landscaping from 20% of the lot to 12% ofthe lot, a 40% reduction. Section 26-115.C (Variances and Waivers) of the Wheat Ridge Code of Laws empowers the Community Development Director to decide upon applications for administrative variances from the strict application of the zoning district development standards that are not in excess of fifty (50) percent of the standard. II. CASE ANALYSIS The variance is being requested so the developer of the property may reduce the amount of required landscaping in order to construct a 6,000 square foot, one-story commercial building with parking. The property is located on W. 38th Avenue in the Kipling Ridge shopping center between Kipling Street and Lee Street (Exhibit 1, Aerial). The area is commercial in character, and the property is surrounded by the C-1 zone district to the south, east, west, and northeast, the Mixed Use Commercial (MU-C) zone district to the north, and a Planned Commercial Development (PCD) to the northwest (Exhibit'31 Zoning Map). The subject property was platted in 2014 as Lot 2 of the MVG Marketplace Subdivision Filing No. 1 and is currently vacant. The property also is located in the Contemporary Overlay District, which requires buildings be placed within 0 to 20 feet of the front property line in lieu of front setback requirements. New developments are expected to comply with the standards found in the City's Architectural and Site Design Manual. The landscape plan (Exhibit 3)shows the layout of the site. The site plan, landscape plan, and architectural elevations have been found approvable by staff under site plan Case No. WSP-19-06, the review of which ran concurrently with the review ofthis variance application. This exhibit also contains the site area calculations key, showing the areas of landscaping by category. A unique and limiting feature ofthis site is that approximately 5,374 square feet ofpavement within the property boundaries is dedicated to the private drive and sidewalk accessing the Kipling Ridge development. Often private drives are platted as separate tracts, but in the case of the MVG plat, the private drive straddles Lot 1, the MorningStar assisted living facility, and Lot 2, the subject parcel. This condition is shown on the site plan for the adjacent Sprouts supermarket (Exhibit 4) and also shows the shopping center monument sign which takes up an additional 35 square feet of otherwise usable area. The pavement and sign area is undevelopable but still included in the overall square footage total of the lot, and is included when taking into account percentages of landscaping. If these undevelopable areas were excluded, the lot area would be approximately 22,047 square feet and the proposed landscape coverage would be 15.7%. Administrative Variance 1 Case No. WA-19-03 / Kipling Ridge Lot 2 Development Standards The proposed addition will comply with all other C-1 and Contemporary Overlay District development standards. C-1 Development Standards:Required Requested / Proposed Landscaping Coverage 20% (min)12% / 12.6%* Building Coverage 80% (max)-21.8% Build-to requirement 0 to 20 feet 19.9 feet *The variance request is officially for a 12% landscape coverage requirement, although the proposed site plan shows a slightly increased proposal of 12.6% coverage based on the final layout of the site. Public Comment During the 10-day public notification period, staff did not receive any inquiries regarding the request. No written objections were received regarding the variance request. III.VARIANCE CRITERIA In order to approve an administrative variance, the Community Development Director must determine that the majority of the "criteria for review" listed in Section 26-115.C.4 of the City Code have been met. The applicant has provided their analysis of the application's compliance with the variance criteria (Exhibit 5,Criteria Response).Staff provides the following review and analysis of the variance criteria. 1. The property in question would not yield a reasonable return in use, service or income if permitted to be used only under the conditions allowed by regulation for the district in which it is located. If the request were denied, the property would continue to be developable for commercial use meeting the C-1 standards, although likely on a smaller scale. However, the applicant has stated that a building of this size and layout must be developed to meet the requirements of the project's pro-forma when taking into account new tap fees and land acquisition costs. Staff finds this criterion has not been met. 2. The variance would not alter the essential character of the locality. A variance would not alter the character o f the locality. Other sites within Kipling Ridge meet or exceed the 20% landscaping coverage requirement: Sprouts (20%), MorningStar (35%), and Starbucks (31%). A reduction in the amount of landscaping on this site will not be noticeable due to the landscaping on the surrounding properties within the same development, and the large landscaped amenity zone along W. 38th Avenue that acts as an additional buffer despite not being on the property. Kipling Ridge shopping center will have over 20% landscaping overall, even with approval of this variance. The proposed development is commercial in character and is complementary of the other surrounding uses and building types. Staff finds this criterion has been met. Administrative Variance 3 Case No. WA-19-03 / Kipling Ridge Lot 2 3. The applicant is proposing a substantial investment in the property with this application, which would not be possible without the variance. The applicant is proposing a substantial investment in the property through development of a 6,000 square foot multi-tenant building, a parking lot, sidewalk and ramp connections, an outdoor patio, and landscaping. Without the variance, the site could still be developed but the building and site improvements would need to be substantially smaller. This particular investment would not be possible without the variance because the required area for parking, site access, ADA accessible ramps, trash collection, and retaining walls all take away potential landscaped area. Staff finds this criterion has been met. 4. The particular physical surrounding, shape or topographical condition of the specific property involved results in a particular and unique hardship (upon the owner) as distinguished from a mere inconvenience if the strict letter of the regulations were carried out. The amount of unusable lot area dedicated to the private drive and sidewalk accessing the Kipling Ridge development is a substantial hardship on the development of this property. Approximately 5,374 square feet of pavement for the drive is located within property boundaries, or approximately 19.5% of the total land area. This is not a typical condition. It results in a large portion of the property that would typically be able to be landscaped, or contain building/parking, to be unusable for development. Staff finds this criterion has been met. 5. The alleged difficulty or hardship has not been created by any person presently having an interest in the property. The hardship has been created by the interested party's desire for a larger building and parking area in order to meet their pro-forma. Staff finds this criterion has not been met. 6. The granting of the variance would not be detrimental to the public welfare or injurious to other property or improvements in the neighborhood in which the property is located, by, among other things, substantially or permanently impairing the appropriate use or development of adjacent property, impairing the adequate supply of light and air to adjacent property, substantially increasing the congestion in public streets or increasing the danger of fire or endangering the public safety, or substantially diminishing or impairing property values within the neighborhood. The request would not be detrimental to public welfare and would not be injurious to neighboring property or improvements. It would not hinder or impair the development of the adjacent properties. The adequate supply of air and light would not be compromised as a result of this request. Administrative Variance 4 Case No. WA-19-03 / Kipling Ridge Lot 2 . The request would not increase the congestion in the streets, nor would it cause an obstruction to motorists on the adjacent streets. It is unlikely that the request would impair property values in the neighborhood. Staff finds this criterion has been met. The unusual circumstances or conditions necessitating the variance request are present in the neighborhood and are not unique to the property. Alllots in the MVG subdivision (including Lot 1, MorningStar) are also affected by the location o f private drives on their property. A variance was not required for Lot 1 due to its much larger size and proposed building layout that emphasizes courtyards and natural light. Other lots are proportionally less burdened by the private drive. Staff finds that this criterion has been met. Granting of the variance would result in a reasonable accommodation of a person with disabilities. Engineering has found this project meets ADA regulations regarding site accessibility. However, the landscaping requirements imposed on this site, or the variance requested, are not relevant in the consideration of reasonable accommodations for accessibility. Staff finds this criterion is not applicable. The application is in substantial compliance with the applicable standards set forth in the Architectural and Site Design ManuaL Staff has found the site to be in substantial compliance with the applicable standards from the Architectural and Site Design Manual, and found the site plan to be approvable (Case No. WSP-19-06), notwithstanding the approval of this variance request. Staff finds that this criterion has been met. IV.STAFF CONCLUSIONS AND RECOMMENDATIONS Having found the application in compliance with the majority of the review criteria, staff recommends APPROVAL of a 40% variance from the 20% landscaping coverage requirement to allow 12% landscaping coverage for a new development at 10040 W. 38th Avenue in the Commercial-One (C-1) zone district. Staff has found that there are unique circumstances attributed to this request that would warrant approval of a variance. Therefore, staff recommends approval for the following reasons: 1. The variance would not alter the essential character of the neighborhood. 2. The applicant is proposing a substantial investment in the property that may not be possible without the variance. 3. The request would not be detrimental to public welfare. Administrative Variance 5 Case No. WA-19-03 / Kipling Ridge Lot 2 4. There are conditions present in the neighborhood, not unique to this property, necessitating this variance request. 5. The application is in substantial compliance with the applicable standards set forth in the Architectural and Site Design Manual. 6. The presence ofan unbuildable shared access road on the subject property results in a particular and unique hardship. 7. The shopping center as a whole meets the landscape coverage requirement when reviewed from an aggregate, instead o f lot-by-lot, perspective. With the following condition: 1. The proposed site design and landscaping shall be consistent with representations depicted in the site plan and variance application materials, subject to staff review and approval through review of a building permit. Administrative Variance 6 Case No. WA-19-03 / Kipling Ridge Lot 2 EXHIBIT 1: AERIAL of r'731\\)Vheat. Ilid<ye Geographic -pill Information Systems 1* Legend F7 Subjed Property l 1ft#f E 1[- L.-cA·:11-' 1# .38THUW@i--Mi- 4 ¥j.7 I 11 tr:; 1 3 1 1 k...6:211 1 / 1 .... -' 9 -9 4,la -, 3111?J - 197 L ·- .'.. 4.. 371¥ifife r-Bi - C li 4 3 ./.Ill :-I-Illim / 992 State Fline Coordk-,te Pro*Ctiof, Color,do C.rval Zon. Dit,rn: NA[)03 f f N A 1*11 t r¥ 471 5' A , £ MK,./, '1 6. , Administrative Variance 7 Case No. WA-19-03 / Kipling Ridge Lot 2 EXHIBIT 2: ZONING MAP I . Wl,eat Rtlge Geographic Information Systems Legend ¤ Subjed Property Corrmercial-One (C-1) [3* Mixed Use Commercial (MU-C) Mixed UseNeighborhood (MU-N) Planned CommercialDevelopment (PCD) F Residential-Three (R-3) f mil- - m#j 138THSVE ' I- . J. 11 8111 2 1. 1 , M4F 4 9 9 9 114 . 1 3 3 1 €.7£/. 9'·4/ 4, 1 •8R . 3ym¥0-- 11 J-P * i1 .. Staia Aine Cominste Projection Colofado Cintral Z'ne Daturn: t[83 i I n- I"Wir/Mn,1 •' ·* W Administrative Variance 8 Case No. WA-19-03 / Kipling Ridge Lot 2 EXHIBIT 3: LANDSCAPE PLAN & AREA CALCULATIONS EXISTING COBE·LE SCO LAWN 4'H-LT EXISTING SOD .AWN · <Al' • - H. ' 3-.RG , · 3-2MG 3-RG 109 % 2>LA-4 -LT EXISTING L p./ .N41 MONUMENT -----S GN /'.-'...f.- . 1- '1 4- 1 4.' A-Di EXISTNG ADJACENT1> 6..111.., ,+ftft·.6 LANDS,ZA'ING TO REMAIN ROCK VULCM: ... .f> H-LI Iii MN -Ill...I"... 1 I 3-PM; 1 -7,2 GRAY ROSE -1 -Vi-EM- · 5-CRM \ 4\' 3-CRM -- |3- t,lkl 3VULTI-COLORED .H 3-7,1,/PRIVER ROD<. Te ,>=ES 3-FF<3 2-PSG EIP -3-LC]= F AOCK MU.CM 4-FR3 i - PROPOSED FROPERTY -INE *.. -BUILDING EXISTING ------- 6135.VALK WALL r.--. 1 -WEM 1-DFS 5-st·.41<3 3-AG -· ·H-LT 5-55¥ 3-OMG 5-5MY 3-9RG 5-G,S LI 3-5PJ COBEL-: 5-10 NATURAL GREY (055-5,1-YP. 1-9PJ 3-rRG 5-LTC j 4-DiND 11 2-MMJ 3-A.D 3-=MG 5-=AG 5--TC == * wi 7·5-ima -FRANS=ORVER 3-DWD 3-JE· 3--TC 5-_TC 41 1T=- tI--6-,MO I S-MEL EDGER | S. ..%)1 >D _AviN -1 -E 11UT, E-EET EXISTING ADJACENT nv,-I .H. LT LANDECAPING TO REMAIN 3-L-C -MULCH 5-AFD -H-Ll 3-DWD Administrative Variance 9 Case No. WA-19-03 / Kipling Ridge Lot 2 SITE AREA CALCULATIONS KEY ALSI 38111 AVEND: 1 a.»'.5.=4:123.7.3.A.Me!72;2...0 -"77 EAS*%5**?3%421.. 1 - L.-7,1- r : i 4 DESCRIPTION REQUIRED PROPOSED 1. LOT AREA - 27 456 SF .1;3CE UWDSCAPEDARE *12% MIN..' 3.294 SF 12.62 ' 3.465 SF =02:...'=..m,""//-/I'tzz: " INON-LIVING - '--35% MAX.12% . 429 S- 65% MIN 88%/ 3.036 S= 30,v MAX.20% 7 679 SF 1.,0, NCTE: 1) SOD INCLUDED IN UVING JUDSCAE A-.EA N C 20 40 80 SCALE:1'=40' Administrative Variance 10 Case No. WA-19-03 / Kipling Ridge Lot 2 EXHIBIT 4: SPROUTS SITE PLAN The subject property is Lot 2. This site plan shows the access road to the shopping center and how it is split between Lots 1 and 2, without being in its own tract. This contributes unusable area to both lots. --221 192 23'-- _9 _1 r·*Ibil-1-1-1-2- b 1-* m 1 1 - -J 1N 11 11 Ilj 11 11 17 11 131 1 Id 91 L.-1 It I 1 1 1%5 'I N G \ gi Ls- "+ 0-' S 007 3 24" E ....412.00 -« - LOT 2 2412 NSF 0 63 AC 4 00-3'24' W -S_Ell'24- E 132.77'.-- 4--c - Il 1 i 01 1 1 51| r M 3,0 '5· R 150 00' L=7.94 0118=528'29'03'E b·26'44'41 (.14.=7 941 \ ,=.04 /4, i 1/52Chhi=Nll'.35'45'W..3<-tr -/Oil=69 38'.eet'f - - 1/ 1 <><CS N 6=2946*36' R-150.00' . --- -r-- - .7&,i--L=7795' Chi=S' 5'06'42"E - ChL=77.08' 7 24.Do' ITI 1.00'00 1 1 111 - ---1 - *LK) 23 -- 30.20 00" . E I R.•* 50 00' a L=78.54' CLS=S.5'00' CAL= 1/.65' LOT 1 <2 Private drive Administrative Fariance 11 Case No. WA-19-03 / Kipling Ridge Lot 2 EXHIBIT 5: CRITERIA RESPONSE 1. The property in question would not yield a reasonable return in use, service or income if permitted to be used only under the conditions allowed by regulation for the district in which it is located. Because of the high costs of land acquisition, domestic water tap and sanitation fees, and site/building construction, a building of 6,000 SF must be developed to meet the requirements of the projecfs proforma. 2. The variance would not alter the essential character of the locality. The character and aesthetic of the proposed site would enhance West 38' Avenue, and maintain a cohesive appearance with the adjacent Starbucks and Sproufs parking areas. The 8-10' wide sidewalk at the storefronts offers opportunity for amenities such as benches and planters to encourage placemaking activities. 3. The applicant is proposing a substantial investment in the property with this application, which would not be possible without the variance. The proposed site design would welcome four additional businesses to the Kipling Ridge Shopping Center, where there currently is only a vacant lot Please also see #1. 4. The particular physical surrounding, shape or topographical condition of the specific property results in a particular and unique hardship (upon the owner) as distinguished from a mere inconvenience. Within the site's property line 4,427sf of pavement is dedicated to the driveway and parking access lane for the Kipling Ridge Development In addition, the existing internal sidewalk attached to the driveway access lane consists of 947sf of concrete, and an additional 35sf dedicated to the existing monument sign. Overall, 5,849sf of the site (a total of 21% of the property) is paved and unable to be modified. 5. If there is a particular or unique hardship, the alleged difficulty or hardship has not been created by any person presently having an interest in the property. Correct 6. The granting of the variance would not be detrimental to the public welfare or injurious to other property or improvements in the neighborhood in which the property is located, by, among other things, substantially or permanently impairing the appropriate use or development of adjacent property, impairing the adequate supply of light and air to adjacent property, substantially increasing the congestion in public streets or increasing the danger of fire or endangering the public safety, or substantially diminishing or impairing property values within the neighborhood. Granting this variance would provide flexibility within the parcel to create business opportunities and improvements for the Kipling Ridge Shopping Center. The proposed design would accommodate the additional traffic and improve the appearance and convenience along West 38™ Avenue. The 19-22' height structure would not cast shadows onto adjacent properties, or pose a risk to public safety in any foreseeable way. 7. The unusual circumstances or conditions necessitating the variance request are present in the neighborhood and are not unique to the property. Because of the private sidewalk tie-in (on the west side of the Lot 2 site) to the public sidewalk on W. 38m Avenue, the net developable area of the lot is reduced making it more difficult to meet landscape requirements with the size of building necessary to make the project viable finandally. 8. Granting of the variance would result in a reasonable accommodation of a person with disabilities. Administrative Variance Case No. WA-19-03 / Kipling Ridge Lot 2 The proposed site design will include two new ADA parking spaces, widened sidewalks (8,+h curb ramps, and significant pedestrian and vehicular circulation connecting to the overall Kipling Ridge Shopping Center. 9. The application is in substantial compliance with the applicable standards set forth in the Architectural and Site Design Manual. This site falls within Wheat Ridge's "Contemporary Overlay Area" where wallable environments are emphasized. The 8.3'-10' proposed sidewalks at the storefronts provide the opportunity for pedestrian amenities such as benches and raised planters. Pedestrian connectivity is enhanced through new access point$ to West 38™ Avenue and the surrounding businesses. Building placement, materials, parking, and screening also comply with the standards set in the Architectural and Site Design Manual. Administrative Fariance 13 Case No. WA-19-03 / Kipling Ridge Lot 2 City of398 heatRidge- COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave.Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 LETTER NOTICE January 14, 2020 Dear Property Owner: This is to inform you of Case No. WA-19-03, a request for approval of a 40% variance for landscaping area reduction in the Commercial-One (C-1) zone district located at 10040 West 38th Avenue. The attached aerial photo identifies the location of the variance request. The applicant for this case is requesting a variance eligible for administrative review per section 26-115.C of the Municipal Code to be granted by the Zoning Administrator without need for a public hearing. Prior to the rendering of a decision, all adiacent property owners are required to be notified of the request. If you have any questions, please contact the Planning Division at 303-235-2846 or if you would like to submit comments concerning this request, please do so in writing by 5:00 p.m. on January 23,2020. Thank you. WA1903.doc www.ci.wheatridge.co.us Site Plan Property is outlined in red. A =r1** L.L: , 34.1341 3M . mr'. .: 0. '7¥ M @ tltt 1-. . 44, X 1 A9 3 418 '< ,/1 3 / 018i.,3 r .0. M-ar 211 . h =-4 N CIRCLE K STORES INC 01199 S BELTLINE RD COPPELL TX 75019 M R LAN D LLC 10135 W 38TH AVE WHEAT RIDGE CO 80033 MS WHEAT RIDGE CO LLC HARBERT MANAGEMENT CORP 02100 THIRD AVE N 600 BIRMINGHAM AL 35203 MVG KIPLING RIDGE LLC 02240 BLAKE ST 200 DENVER CO 80205 City of37'VifheatRilge- COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave.Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 January 10, 2020 Danny Baldwin Wallace Engineering 9800 Pyramid Court, Suite 350 Englewood, CO 80112 Mr. Baldwin: This letter is in regards to your application for approval of a site plan and landscape coverage variance at 10040 W. 38th Avenue on a site zoned Commercial-One (C-1). I have reviewed your third submittal and have the following comments. Site Plan Planning and Engineering have found the site plan to be approvable. The site plan approval is contingent upon the variance being approved, so wait to submit a hard copy of the site plan set for signatures until a final decision on the variance has been made. We will then request a copy of the site plan set on 24" x 36" bond paper with the owner's signature. Landscaping Variance Now that the site plan is approvable, contact me to coordinate retrieval of a sign for the 10-day public comment period. One the public comment period is complete, variance report will be sent to the Community Development Director for review and approval. Staff is able to recommend approval of the landscape variance notwithstanding the public comment period. Opposition to the variance request from neighboring property owners may result in a hearing at the Board ofAdjustment. Fire District Approval Please provide evidence of approval of the revised site plan from West Metro, and make the City aware of any remaining comments or concerns. Sincerely, /9 Scott Cutler Planner II CC:WSP-19-06 & WA-19-03 case files Sahn Ho (People A Team Investments, LLC) www.ci.wheatridge.co.us 10040 W. 38TH AVENUE 7730 E Beloview Suite,• 150 Greem,006 Viage. CO 801 1 c=2_, 0 4 -1 SITE PLAN LOT 2, MVG MARKETPLACE SUBDIVISION FILING NO. 1 CITY OF WHEAT RIDGE COUNTY OF JEFFERSON, STATE OF COLORADO. GEOTECHNICAL: SEE GEOTECHNICAL REPORT PREPARED BY VIVID ENGINEERING GROUP. INC. DATED FEBRUARY 13,2019. SURVEY: EXISTING TOPOGRAPHY [S BASED ON AN ACTUAL FIELD SURVEY PERFORMED BY COMPASS SURVEYING & MAPPING, LLC. DATED NOVEMBER 05,2018. fEDECEBVE -1 NZZ=y ....CHITECTURE Ull[INZEZE architecture I planning I interiors 62?™IMQ C.FY Seal: iD 01% - 660 - - -· EXISTING MAJOR CONTOUR 662 ---EXISTING MINOR CONTOUR 660 -NEW MAJOR CONTOUR 662 -NEW MINOR CONTOUR C GAS LINE - PUG -POWER UNDERGROUND - LIT - TELEPHONE UNDERGROUND - W WATER LINE -SS -SANITARY SEWER LINE - S - STORM SEWER LINE -SF -SILTFENCE O CO O GM 0 LP XFMR O1 OWM CLEANOUT GAS METER LIGHT POLE SANITARY MANHOLE STORM MANHOLE TRANSFORMER PAD VALVE WATER METER LEGEND Al AREA INLET O Cl CAST IRON P DIP DUCTILE IRON P]PE P DO DOOR OPENING R DS DOWNSPOUT S EL ELEVATION Ti EF FINISH FLOOR TI FG FINISH GRADE TI FL FLOWLINE TI HDPE HIGH DENSITY POLYETHYLENE T IRR IRRIGATION P LF LINEAR FEET A Project tor HD OVERHEAD DOOR E POLYETHYLENE VC POLY VINYL CHLORIDE RIGHT OF WAY F SQUARE FEET D TOP OF CURB 3 TOP OF GRATE 3 TOP OF PAVEMENT R TOP OF RIM 3 TOP OF SIDEWALK N TOP OF WALL 38TH AVE ¢4PROJECT SITE:,-1· / .9.2}.-f CITY CERTIFICATION APPROVED THIS DAY OF BY THE CITY OF WHEAT RIDGE. COMMUNITY DEVELOPMENT DIRECTOR e Client a. PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: LEGAL DESCRIPTION ATTEST SDP 7/22/2019 LOT 2, MVG MARKETPLACE SUBDIVISION FILING NO. 1, CITY OF WHEAT RIDGE COUNTY OF JEFFERSON, STATE OF COLORADO. SDP SUBMITTAL - 3 11/26/2019 01.06.2020 OWNERS CERTIFICATE: CASE HISTORY THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S)TOTAL AREA GROSS WSP-19-06& WA-19-03 (THIS PROJECT)THEREOF. DO HERBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED 0.63 ACRES 0.63 ACRES , I.,1/1/"./I:/":,",",",",",",","'/"il/;I"Il/"/"Il//1,1,1'/'Il'I,""",",",",",",",","". - WSP-14-07 HERON WILL BE DEVELOPED IN ACCORDANCE WITH THE RESTRICTIONS WSP-14-01 AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE VICINITY MAP BE REQUIRED BY LAW. 1 (WE) FURTHER RECOGNIZE THAT THE APPROVAL COMMERCIAL-ONE (C-1) IN SCALE: NTSEXISTING ZONING OF THIS SITE PLAN DOES NOT CREATE A VESTED PROPERTY RIGHT. SHEETINDEX PROPOSED LAND USE CONTEMPORARY OVERLAY DISTRICT VESTED PROPERTY RIGHTS MAY ONLY ARISE AN ACCURE PURSUANT TO 6.000 SF MULTI TENANT BUILDING THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OFPAGE 1 OF 7 COVER SHEET No.Description DateLAWS.PAGE 2 OF 7 SITE PLAN REQUIRED PROPOSED 1-*,$4*b//-Project No.:1975002 PAGE 3 OF 7 LANDSCAPE PLANT LIST & DETAILS 21%MLGBUILDING COVERAGE . Drawn By: PAGE 4 OF 7 LANDSCAPE PLAN 12% MIN 12%Reviewed By:DWBOPEN SPACE/ LANDACAPING PAGE 5 OF 7 BUILDING ELEVATIONS 35% MAXNON-LIVING D€-COl OWNERS NAMErill LE 12% PAGE 6 OF 7 SITE DETAILS 65% MIN 88%1 .Clv WI#I.-17%*MI'Scale:AS NOTED STATE OF COLORADO LIVING Date:11.26.2019PAGE 7 OF 7 PHOTOMETRIC PLAN ENGINEER ? 8J1 COUNTY OF JEFFERSON THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF . A.D. 20__ BY WHITNESS MY HAND AND OFFICAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC PARKING (TOTAL) STANDARD 2 ACCESSIBLE ' BICYCLE FLOOR AREA BY USE ARET COMMERC]AL 6000 E 5 29 WALLACE ENGINEERING 3 27 9800 PYRAMID COURT, SUITE 350 2 ENGLEWOOD, COLORADO 80112 4 PHONE: (303) 350-1690 CONTACT: DANNY BALDWIN, PE DEVELOPER PEOPLE TEAM A INVESTMENT, LLC ;F 9275 FOX FIRE DRIVE HIGHLANDS RANCH,COLORADO 80129 CONTACT: SAHN HO CAUTION NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THE LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES waL41£ Walla,e Eng.leering R/"al C"ultarlb k 5,luctual ard IMI Consultarb 9300 FF,n d Cuu I. Suite 350 En*:ood. Colorac080112 303.350 1690.800.364.5858 Filename: Sheet Title: COVER SHEET Sheet #: 1 OF 7 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED L 10040 W. 38TH AVENUE SITE DEVELOPMENT PLAN 102 773OE.BeleviewSuileA 150 Greenwood VIage. CO 8011 CHITECTURE architecture I planning I interiors MVG MARKETPLACE SUBDIVISION FILING NO. 1 LOT 2, SEC 28, TOWNSHIP 3, RANGE 69, QSECTION NE.Seal: CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO EXISTING STORM INLET WV TO REMAIN----··------------------------------REMOVE- H66.as::I-,-- -----\-- --*J© ----------- WES 1--- -3-80-H---- A-VEN-13§ -------- -- --STEPs- COMBINATION VAULT 4!AN...LE AS,h ..AL-7, RE: DETAIL 2W/ 2· METER AND 6 FIRE »'253/2.34 1 /- . --iNOFFS:·1. Col*0 \ 1,-5393-·A*IT =0' TO 20' BUILD-TO-LINEREMOVE AND REPLACE CONT.O. ./.' \EXISTING SIDEWALK TO 26ji; -1 --4.<JitiII,-3<-I -. -3fj i=cjciiti; -=-=firt=tt--/?fiitititti-'Ji;iJ;Jjly;i----J,IJJji -- -NEAREST JOINTS FOR NEW WIc 123·<24 ·-:...... ,'e- - , N'---- ADA RAMP WITH49!·lir,M /-#po"+-9 WAY J PATIOWATER LINES FOD· OF CCRE \ \ -- 5*5' LANDING AT BOTTOM OF ---1-:r a '- -7---- RAMP 1 ;79. bh'-'*' *:/ i rl. -f AS!t:A,.1Rg.!10 4.*.A.H.1.4.. 4011.3. h>1'i- IEXISTING MONUMENT .'Ul. • '-LANDSCAPE AREA ' CONNECT TO- 1/ 4,5/0 ' . . EXISTING ASPHALTSIGN TO REMAIN 1-- 7- - MODULAR BLOCK RETA]NING WALL 1 11 ' TWS: 97,84 le - 45' - '40 WITH GUARD RAIL -18.004 £ it, 701 mN ¢ 94.90 it-LANDSCAPE AREARE: DETAIL 1 | 70£ONCRETE 5' GATE (UNLOCKED) 1 FiIDEWALK FOR FDC ACCESS 1 1 32 1 22.00'11EXISTING SIDEWALK 1 #-1 53/1+0E_ ,·' (1'YP) <0 - -TO REMAIN PARKING BUMPER. -1 .14 9 CURB RAMP\ _ - *.5. /1 3 -t . Itt b RE: CDOT STD M-608-1\ /,/[ * 'U " It G Z FINISH FLOOR - '' •AlrELEVATION=5397.47 01 . M 0.-1 TW 5397.B,4 --5:96- 06 SIDEWALK OPENING TO:Vi 1/6-' 1 TS 5397.10CONNECT TO EXISTING r i----2 i •98 - SIDEWALK \\-ASPHALT - -5.99,- BIKE RACK (2)1 11 16· Cu RE: ARCH al iA TRASH ENCLOSURE \ SE,qM MAN,;0:F 1 l RE: ARCI:1. _ _) 8 9- R,4--5397 56 1 1 8 \ 5 1 1,8..oc INV W..5392 1 8 A< H .ti, \1bi-f*REDFiB -1 CONNECT TO EXISTING 8=2644'41" \| \.0 ;-MA,CONCRETE CURB R=186.00 *trAINL 6%126,24'UG.-17 31 Re<- 9-*£17 / \.IN': E--13.9/6 / \ ,\ /•Nv W--5'•;al <LANI CAQ" DANIK CURB RAMP230'| 10' DRAINAGE & UnLITY EA*MENT /.9'!•Al % . 1 9 1M 5,-·5383,6 | | N 90·®01 W. 1*.336 \.Sy. I IAN·--5.08.5 E- LANDSCAPE AREA -_--- -==EGE€-:2- :-ti. -4--fi,STEPS 4-1,11 -- ----=911+RE: DETAIL 22 - N: 705508 989 .-- E.116245161\ 1 t! I' 5/0/78 1 2' 92,/1 PAVING LEGEND ASPHALT PAVEMENT 30 ':CP h.2 h I w. 1 1 41: 1 R 27.93' . - ASP prT 141 RB 5' DRAINAGE Elli LL =L: _1 1<AK'.44,41 ......./82,1.1.1Lril 040'00" w 190.23'* CL 'U XFMR A N 705734 4414 2 · '0397 945 1 21 + 5.495 37 , 3 At.Ul, CAP STAINED AZT:-C Co !9 1 FOUNO *4 REBAR A 14 j?EEN ' P./91:C CA@ SrA(Ph; .Si ch. S NO '29?OF. *9 Wil•i 0:'OUND <:01:AL. LOT 1 /STARBUCKS LU LU 05 U) CD Z DSL. GENERAL SITE NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL MUNICIPAL REGULATIONS AND CODES, WHICHEVER IS MORE STRINGENT. 2. ALL WORK AND MATERIALS SHALL COMPLY WITH O.S.HA STANDARDS NOTE: MODULAR BLOCK RETAINING WALL SHALL BE DESIGNED BY MANUFACTURER VERSALOK OR APPROVED EQUAL. (DETAIL SHOWN FOR INFORMATION ONLY) RETAINING WALL SHALL BE DESIGNED, SIGNED AND SEALED BY A PLACE BOND BREAKERREGISTERED PROFESSIONAL ENGINEER IN THE STATE OF COLORADO - BETWEEN SIDEWALKCAP AND WALL NEW SIDEWALK RE: ARCHITECT FOR -- MATCH BUILDING IMPERVIOUS FILL 12-THICK MIN EXISTING DRAINAGE AGG -SIBEWAGE\12"WIDE MIN FINISHEDI 4- DIA DRAIN PIPE GRADE WRAPPED W/FILTER FABRIC OUTLET AT END OF COBBLE MULCH WALL OR AT 40· MAX BETWEEN EXISTING -:SEP -=24.:I SIDEWALK AND WALL -.„,--11 - -==- -2=. EXISTING EARTH GRANULAR LEVELING PAD MIN. 6' THICK UNREINFORCED MODULAR 1 BLOCK RETAINING WALLSCALE: NTS i 12 i MIN ' 2 MIN NOTE: PLACE RAILING AT EACH #4 NOSING IL 915 -A SIDE OF STEPS. RE: ARCH FOR 2" CLR EW Ii-#W"" <HANDRAIL MATERIALS AND 1 \I COLOR.#4 AT 1 7 OC EW \ NE71 Z 25 E PREFORM EXP (T&B) JT FILLER W/ JT SEALANT 6" AGGE SIDEWALKUNDISTUKBEU RUIL /16·1OR ENGINEERED FILL ,!r RE: 6/C08 NUMBER OF STEPS AND RISE, ·R» VARIES RE: GRADING AND SITE PLANS, •R• NOT TO EXCEED 7 2 STEP DETAILSCALE: NTS €01©yRAD O-811„, w.u: i ••.0%•40*-3 10 wallace CAUTION NOTICE TO CONTRACTOR AProject for: 00 06 N 013 1-J *8Z af JA Z-L.Ll E g E 1-:8- Bd ji CUent PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: SDP 7/23/2019 SDP 11/26/2019 SUBMITTAL - 3 01.06.2020 No.Description Date Project No.1975002 Drawn By:MLG Reviewed By:DWB Scale:AS NOTED Date:11.26.2019 Filename: Sheet Title: 20 0 10 20 40 80 1"=20' 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDINGSIDEWALKBUT NOT LIMITED TOI ALL UTILITIES. STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. CONCRETE PAVING ALL COST SHALL BE INCLUDED IN BASE BID. 4. REFER TO LANDSCAPE PLANS FOR GRASS, TREES AND PLANTED MATERIALS. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THE LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION To REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES SITE PLAN Wallace Engineering St,JauraIConsultanti, Inc. Stritural and Ci,il Consultan,3 9800 Py,amid Couit. Suite 350 Sheet #: Eng,ewc«1, Colorado 80112 303.350.1690, SOO.364.5858 2 OF 7 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED L KIPLING RIDGE, LOT 2 1004 W. 38TH Ave. Wheat Ridge, Colorado 80033 Landscape Plan 7730 E Belleview Suile A 150 |Gieenwood Voge. CO 80111 .-4, =1 jaCHITECTURE c=5>7 architecture I planning I interiors Seal -49100»e-) LANDSCAPE PLANT LIST SITE AREA CALCULATIONS GENERAL LANDSCAPE NOTES r 1 DECIDUOUS SHADE TREEs(9=·C-?=AF,M . 11 MATURE MATURE WATER SIZE AND SYMBOL COMMON NAME BOTANICAL NAME SUNjSHM)€QTY HEIGHT SPREAD USE CONDI- ION WEP ..../.berly C- ocle WS 50·60· E-50· .0• Sun 2- Ch. 348 4 ORNAMENTAL TREES I.MATURE MATURE WATER NZE MID 1 SYMBOL COMMON NAME BOTANICAL NAME SUN,SHOE CONDITION QTY HEIGH' SPREN)USE PSG P-,Ben Ser,r, Gngc GN,go bbobe Prncein Senty'3547 12·15 '.10*im S•n/°01'51·ace 7 61. BIB 2 DECK)UOUS SHRUBS MATURE MATURE WATER SIZE *10SYMBOL COMMON NAMEE BOTNICAL N•ME SUN/SH#DIE QTY HEIGHT SPREAD USE CONDIT ION •D Ara:Fre Dos,=1 Cornus ser"a A.le Fre 34· 34 Medur Al'pe"5 Salon Cont 8 UP License P·Yet Lgalm 'dgae Udeme 2-3 3-4· *SLI! IMS'*5 30*w C=* 9 DFS Glo-L-F'agi-,15-c Rhus/on-c@ 'Gre·Lo'2-3 .O* 6 5 3-1 Cont 6 GES Goeire Sena Spiaeapper,ca 'Gokilarle 2-3 2-3 Med,c Su, 9 "1 9ace 5 GabC-cnt 0 DESCRIPTION LOT AREA LANDSCAPED AREA: NON-LIVING LIVING -SOD TOTAL. ON-SITE TREES (3,295 SF / 1,000) x 1 TOTAL- ON-SITE SHRUBS (3.295 SF / 1,000) x 10 BUILDING SETBACK TREES (48 LF / 30) x 1 STREETTREES (PROVIDED AS PART OF MASTER DEVELOPMENT) REQUIRED •12% MIN. /3,294 SF 35% MAX. 65% MIN. 30% MAX. 3 TREES 33 SHRUBS 2 TREES N/A PROPOSED 27.456 SF 12.696 / 3,465 SF 12% / 429 SF 88% / 3,036 SF 20% / 679 SF 6 TREES 58 SHRUBS 2 TREES N/A NOTE- 896 DEVIAnON FROM THE 2096 REQUIRED LANDSCAPING PERMITTED VIA VARANCE FAOM CITY OF WHEAT RIDGE. 2) STREETSCAPE PLAN SHOWN WAS APPROVED PER CASE NO. WS PM 4-OI 3) AUTOMATIC UNDERGAOUND laRIGATION SYSTEM WILL BE PROVIDED FOR ALL ON-SITE PLANTINGS. W 38TH AVENUE STREETSCAPE IRRIGATION AND PLANTINGS BY MASTER DEVELOPMENT PER THE SUBDIVISION IMPROVEMENT AGREEMENT ASSOCIATED WITH CASE NO MS-14-01. 1. ALL LOW PERENNIAL AND GROUNDCOVER PLANTING AREAS SHALL BE MULCHED WITH SHREDDED WESTERN RED CEDAR WOOD MULCH, AT A DEPTH OF 5. WEED BARRIER FABRIC IS A Projectfor NOT REQUIRED UNDER WOOD MULCH. 2. ALL OTHER PLANTING BED AREAS SHALL BE MULCHED WITH 1-1/2 GRAY ROSE MULTI-COLORED RIVER ROCK, AT A DEPTH OF 3% INSTALLED OVER PERMEABLE WEED BARRIER FABRIC. DO NOT INSTALL EDGING BETUVEEN WOOD MULCH AND ROCK MULCH AREAS. 3. SOD EDGER SHALL BE 14 GAUGE ROLLED TOP STEEL EDGING (DARK GREEN COLOR) IN THE il| LOCATIONS SHOWN ON THE PLANS. EDGER IS NOT REQUIRED WHERE SOD ABUTS CONCRETE. 4. ALL AREAS TO BE LANDSCAPED SHALL HAVE ORGANIC AMENDMENTS THOROUGHLY 06 cu INCORPORATED INTO THE SOIL AT A RATE OF 5 CUBIC YARDS PER 1,000 SQUARE FEET, AND TILLED TO A DEPTH OF 6 INCHES.03 5. ALL SOD AREAS. BED AREAS, AND LANDSCAPE AREAS SHALL BE FINE GRADED PRIOR TO INSTALLATION OF NEW PLANT MATERIAL. ROCKS. WOOD. AND ANY MATERIAL LARGER THAN V' INDIAMETER SHALL BE REMOVED FROM ALL PLANTING AREAS PRIOR TO SODDING AND PLANTING af NEW MATERIALS. 6. EXISTING TURF. SHRUBS, TREES, AND PLANT MATERIAL TO BE REMOVED SHALL BE FULLY <2 REMOVED FROM THE SITE, INCLUDING ALL ROOTS.Z >3 7. ALL LANDSCAPED AREAS SHALL BE WATERED BY A FULLY AUTOMATIC UNDERGROUND LU LLIRRIGATION SYSTEM. EVERGREEN SHRU SYMBOL.COMMON NAME Bue Fc,11 4' -0.8 "-90 Prle Igh,Edge Yucca UATIRE MATURE WATER BOTANICAL NAME HEIGHT SPREAD USE 'In//us chiens/'9- Por/8-10 6-5 20• Plus .nugo ·kips 2-3 2-3 la• Yucca 11-verts, 13'/HZ'ge 2,3 2-4 Low SUN/SHADE QTYCOI€ITION S.,1/2/9*5 - Cont 4 10 ' >vt *ace 53on Cort 11 s./92/tshde 5 - Cort 10 8. SOD AREAS SHALL BE ZONED SEPARATELY ™AN BEDS, AND SHALL BE IRRIGATED VIA pop-up SPRAY HEADS PROVIDING FULL (HEAD TO HEAD) COVERAGE. HEADS SHALL BE COMMERCIAL GRADE WITH REPLACEABLE NOZZLES, PRESSURE REGULATORS, AND CHECK VALVES. 9. BED AREAS SHALL BE ZONED SEPARATELY THAN SOD AREAS. AND SHALL BE IRRIGATED BY INDIVIDUAL DRIP EMITTERS TO EACH PLANT. DRIP COMPONENTS SHALL BE COMMERCIAL GRADE RAIN-BIRD OR EQUAL POINT SOURCE EMITTERS, WITH ALL PLANTS RECEIVING IRRIGATION. 1- F 51- D V ORNAMENTAL GRASSES ..........P-49......4. SYMBOL COMMON NAME BOTANICAL NAME MATURE MATURE WATER HEIGHT SPREB USE SUN;SHADE SIZE AMD CONDFION QTY FRG Fcah Rod G·as5 Clmagmb acuilora 160 Focrit/£·5 18·.-0.Sue'Pal Shade 53*9 Cont 27 DIG Fl,ne (Pu,ple 4/In) Grass .........P//cclls 3-4 2.3·1,103-Sun 53,10 Cont 23 <- (A FERENNIALS PLANTING DETAIL FOR SHRUBS, AND ALL Client: PLANTING DETAIL FOR ALL TREES 01 CONTAINER PLANTS LARGER THAN 1 GALLON PEOPLE TEAM AcB1N.T.S. 4 j N.T.S.INVESTMENT, LLC SYMBOL COMMON NAME CRH Coron,do Red Hy-p DW]Dwal Yek* Dayby LTC M Trudy '1 SOD 90/ 10 Fescue'Bluelass Mix BOTANICAL NAME A©-.fl 'PIEsserw Hen¥,rocate'Happy Rehim Ne"'Pske MATURE MATURE WATER HEIGHT SPREAD USE 15-·0·12.1 y ) 12-15·12·18· 6-12 18·24 LOW SIZE AND SUNBHADE QTYSPACING Su, r P/S™k,4·Pot, 30·OC. 15 SJ1 4-Pol, 24- CDC 10 Sll 4· P«,36·OC 24 - DO NOT CUT LEADER PRUNE DAMAGED OR DEAD WOOD AFTERPLANTING AND STAKING KEEP CROWN SHAPE TVPICAL OF SPECIES 14 GUAGE GALV Wl RE WITH 1/ 0 X 18- WHITE PVC PIPE ON EACH WIRE - SPECIFIED TREE STRAP COLLAR, DO NOT TWIST r- SPECIFIED POSTS 2 EA 6#8· HT. ALLIGN AS APPROVED KEEP PLUMB WITH TOPS EVEN DRIVE 1/ INTO UNDISTURGED SUBGRADE OUTSIDEPLANTING PIT TREE STAKES LOCATED INSIDE WATERING SAUCER ON TREESGREATER THAN 3- CAL USE GUYS ASPER EVERGREEN TREES F- WRAP ENTIRE SURFACE OF TRUNK UP TO BRANCHES WITH REOUIRED WRAPPING WHEN SPECIFIED REFER TO SPECIFICATIONS SECURE @TOP WITH DUCT TAPE 3'·4' SETBACK _POO NOTE DO NOT PLANT ANY PLANT WITH ROOTBALL NOT IN CONFORMANCE WITH COLORADO NURSERY ACT REQUIREMENTS HOLD MULCH GRADE 1· BELOW EDGE OF WALK EDGING OR CURB C O I d C A L 1 t u u,< B. ED G ING . OR SIDEWALK - PRUNE ALL DAMAGED OR DEAD WOOD AFTER PLANTING ANO MULCHING - SET SHRUB AT GRADE GROWN IN CONTAINER OR GROWN IN NURSERY SET TOP OF JUNIPER·S ROOTBALL TO FINISH GRADE OF MULCH 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions CLIENT REVIEW 05.28.19 SDP SUBMITTAL 07.22.19 SDP SUBMnTAL 11.26.19 CLIENT REVIEW 01.06.20 SUBMITTAL-3 01.06.20 - APPLY SPECIFIED MULCH AT r DEPTH - Or AT TRUNK 4- DEPTH SPECIFIED MULCHAT EDGE OF RING. INSIDE 4 WATERING SAUCER REMOVEE SAUCER UPON SOODING/SEEDING IN IRRIGATED AREAS / .-·--1 PLANT ™EE 2-4- ASC)// SURROUNDING GRACIE LEVEL ON UNDISTURBED-1131=Lilihq=Ilf --< SOIL SET TRUNK PLUMB =111=1 ENCIRCLING ROOTS - SCORE CONTAINER ROOTBALLS WITH SPECIFIED BACKFILL MIXTURE ADMINDMENTS AS SFEIFIED IN TOP 12- DEPTH NO.Description Date 7111= 11 5 6%2 '11'11·LL 15'rt 1 Imp- REMOVE ALL TWINE & WIRE FROM BALL REMOVEWIRE BASKETS 19-008- FILL PLANT PIT MTH SPECIFIED BACKFILL Project No. ' lEi 11211 C I El l ID···IE '21 MIX. SEE SPECIFICATIONS FOR COMPOSITION Draim By: JG1.1 lal I |=ll.Ili[E-rl-1 2<42 'NITIAL STABILIZING BACKFILL 1/3 DEP- COMPACTED REMOVE CONTAINER. PLACE ROOTBALL ON Reviewed By:MC UNDISTURBED PIT BOTTOM FOR ROOT BALL BASE UNDISTURBED SOIL BALL DIA + 2•r .BALL DIA + 17 Scale· Date.11.26.19 Alename Sheet Tille Landscape Plant List & Details OUTDOOR -DESIGN GROUP-Sheet #. 031! 3 t•.5•res3 0* r a.:V„„E 1,310re you dig. ¥*. c_-/ I 0 - I. 2¢1010;"llOecul/De! WWW.ODGIES.N.OM OUTDOOR DBK™ 0,RCMUr.|WC. %90 WLB.IIK STREET 1,K¥,DA CO 80002 (303)993 4811 3 OF 7 ©63 ARCHITECTURE 2019 ALL RIGHTS RESERVED KIPLING RIDGE, LOT 2 1004 W. 38TH Ave. Wheat Ridge, Colorado 80033 Landscape Plan 7730 E Belle view Suite A 150 Greenwood V.ge co 801 t 1L> f,RCHITECTURE architecture I planning I interiors A *2 Seal LANDSCAPE PLAN LANDSCAPE LEGEND (SEE SHEET l 1 FOR FULL PLANT LIST i dOR REVIE. i'C-noN WEST 38TP ASPHALT ' ' EXISTING TREES TO REMAINAVENUE ASPHALT , gof PROPERTY LINE ,-EXISTINGSIHEEI IHIE -u F EXISTING SOD LAWN * EXISTING COBBLE SOD LAWN DECIDUOUS AProject for, SHADETREES 4 K _h--1 1 / T.10%72#. ' EXISTING >291 2<L N?*g'12'5O5E 1,25 1.--7--1. InMONUMENT[i\\>C _J < 3-FRG -SIGN E- 1 1 -1 /2 GRAY HOSE -LOP L 3-PMG. ASPHALT' -PMG ROCK MULCH: -ASPHALT WEH MULTI-COLOREDRIVER ROCK, TYP. AAMP 1 1Z u . .w-„..ULCH --2 442 w -D /// z I : 1 PROPOSED PROPERTY LINE - : - BUILDING EXISTING :\ SIDEWALK \A/ALL L 1- 3-CRH-5-CRH 3-MMP 3-FRG 2-PSG0 3-LOP 0-13'24" W 3-FRG Oh ORNAMENTAL TREES - EXISTING ADJACENT LANDSCAPING To REMAIN (0 DECIDUOUS SHRUBS (40 EVERGREEN SHRUBS - 4-FRG - 1-WEH 9* ORNAMENTAL GRASSES -1-DFS - 5-PMG - 5-GFS *pe LARGE PERENNIALS2 3-FRG EXISTING LAWN TO REMAIN 5-BEY 3-PMG " SOD 5-10" COBBLE 06 C\1 03 1- Z ai LU m 1- 2 53- D M COBBLE: 5-10'NATURAL GREY COBBLE,TYP. 1 1-SPJ -- 3-FRG -K._ 5-LTC -L - 5-BEY s -,-- 3-FRG --5-GFS r 4-DWD F 3-BPJ .-l r. F- 3 LOP Ls= BIKE RACK I _ - 3 MMP r 2-MMP'21 -----v'77: ROCK 7-- 3-AFFD // MULCH F 5 ERG -t.„:D.£1041) //-3 DNS ,/1/ 1 - ,--1-WEH .- 5-LTC 61 0=•:4ai....Mk 1 1 \\ 11 \\ \19-aient: PEOPLE TEAM A INVESTMENT, LLC SITE AREA CALCULATIONS KEY 9275 Fox Fire Drive Highlands Ranch, CO 80129 8-26'44'41" \ \ N R=150.00 '40\ 70.02 TRANSFORMER 6-PMG- STEEL EDGEn %\ 6 % SOO LAWN - 19 "F 3-LTC 5-AFD I4 3-DWD cu F/- - 4- EXISTING ADJACENT LANDSCAPING TO REMAIN WEST 38TH <<4 :.. /:i"k . AVENUE 1 1/1 1 - E.£222. ' E 10' DRA NAGE & UTL TY EASEMENT N 90'00'00" W 130.36 L ROCK / MULCH ASPHALl ASPHALI DESCRIPTION LOT AREA LANDSCAPED AREA: NON-Lnf -SOO NQIE REQUIRED •12% MIN. /3,294 SF 35% MAX, 65%MIN. 30% MAX. PROPOSED 27,456 SF 12.6% / 3,465 SF 12% / 429 SF 88% / 3,036 SF 20% / 679 SF Revisions CLIENT REVIEW SDP SUBMITTAL SDP SUBMITTAL CLIENT REVIEW SUBMITTAL-3 05.28.19 07.22.19 11.26.19 01.06.20 01.06.20 N 0 10'20'4 (n M il ' ASPHALT 1) SOD INCLUDED IN LIVING LANDSCAPE AREA No.Description Date I 19-008Project No. Drawn By:JG Reviewed By:MC l SCale' 0, lit 1 4;=26·44'41 R-15000 SCALE:1"=20'7002 1 4 90='. W '3036 Date:11.26.19 Filename· Sheet Tme 20 40 80' SCALE:1"=40'1 - --1 Ldl]Ubldp Plan OUTDOOR U Car.'· ·30..... ....L+.p .·1. i.ce. -DESIGN GROUP- WWW.ODGDISIGN.COM O/700OR r)F.,GN Gour ./. 5690 W'BSTIR STRUT ARVArD,1. CO 80002 O03I99]1481 Sheet# 4 OF 7 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED 323- W - 3-PMG - 5-LTC 4- 3-DFS 7730 E. Bele'ew. Suite A 150 Greenwood Vnlogo, CO 80111 EXTERIOR FINISH SCHEDULE -3--=TERIAL GROUND STORY ACTWATION (TRANSPARENCO REQUIRED PROVIDED PRIMARY STREET . W. 38TH AVENUE - NORTH ELEVAnON TOTAL-TRANSPARENCY (96)60 %60 % CHITECTURE111 FIBER CEMENT BOARD, NICHIHA,VINTAGE WOOD •BARK• | BUILDING FACADE | 238.2 SF | | architecture I planning I interiorsE I srucco: Sw 7532'URBAN PUTTY· CLEAR GLAZING 143.8 SF L WSA LIGHTING, OW 1335 •AVATAR• SECONDARYSTREET-WESTELEVATiON | | SdGENERAL SHALE MODULAR BRICK RUNNING BOND SOLONIAL GRAINr WITH CONCAVE MORTAR JOINTS • HATCHES INDICATED TO 1/7 RECESSED [TOTALTRANSPARENCY<%)-44- 31.1% MC METAL CAP, MATCH FINISH COLOR TO SW 7073 'NETWORK GRAY· BUILDING FACADE CLEAR GLAZ1NG 602.2 SF 187.5 SF PAINT, SW 7068'GRIZZLEGRAY'7i \ PUBUC SPACE-EAST ELEVATION[_| | PAINT. sw 7532 ·URBAN purrr TOTALTRANSPARENCY(%)1 30% |66.4% | FABRIC AWNING •BLACK BUILDING FACADE 604.8 SF -1.-1 AProject fcc CLEAR GLAZING SW 7068 •GRIZZLE GRAr - PRECAST CONCRETE CAP,| ·NATURAL CONCRETE COLOR· | STOREFRONT:CLEAR ANODIZED ALUMINUM ,STOREFRONT DOORS: RAILS AND POLE HANDLES GLAMNG •LOW r CLEAR GLASS INSULATING UNFT ALL BUILDING MOUNTED UnlnY EQUIPMENT WILL BE LOCATED BEHIND METALSCREEN WALL AND BE PAINTED TO MATCH ADJACENT EIFS COLOR. 06 N O 1- - fri 171 171 Z CD LLI LL E 2 T.O. PARAPET 1.0.PERET ELA.-124-Ii@F ELEV.-12#AFF *T.O. PARAPETELEV. 1194AFF r il F T.O. PARAPET 9 EUN. 1274 AFF ah T.O. PARAPETr«773Rft=7f===fr -7--iE.1194*VE 5 .CL Dht B.O. CANOPY ELEV. 110% AFF ZONE OF TRANSPARENCY FINISH FLOOR ELEEMODIVAFF 1 S S 171 C B.O. CANOPY C ELEV. 119-0'AFF B.O. CANOPY ELEV. 110'4 AFF T.O. CONC. CAP ELEV. 103'-0' AFF FINISH FLOOR ELEV. 10(W AFF LEI LT-1 lEi 1 Pl MC E P1 Ill IllF 2/ ZONE B C S B C S B C S S B C •0·£ SPARENCY T.O. CONC. CAP ELEV. 103'-0' AFF FINISH FLOOR EUN. 10# AFF Client PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 -h NORTH ELEVATION ] E ® CA]A WEST ELEVATION Revisions:3/ sct£: /8. 1 -0'4 SCALE: 1/8' - ' e SUBMITTAL - 3 01.06.2020 1.1 1 F F MC P1 MC /1 L__12 B || S B P2 S C B S P2 S _I.9.-PARAPET_L-| - L LO. PARAPET T.O. PARAPET -ELEV.127#-AFF- ELEV. 120' AFF ELEV. 1 19'·O' AFF No. Description Date Project No.:19-008 Drawn By: JL Reviewed By:SH Scale:AS NOTED Date:06.28.19 B.O. CANOPY B.O. CANOPY FIlename: ELEV. 110-0' AFF ELEV. 1104/AFF A B.O. CANOPY-ELE. 11*-AFF- -Sheet TWe: ONE OF SPARENCY T.O. CONC. CAP ELEV. 103'-0· AFF FINISH FLOOR ELEV. 100'-0' AFF T.O. CONC. CAP ELEV. 103-0' AFF FINISH FLOOR ELEV.1094 APE RNISH FLOOR 7 ELEV. 1004= AFF BUILDING ELEVATIONS WALL MOUNTED UTIOTY / EQUIPMENT -B|C| |SI |C || B Sheet#C-) SOUTH ELEVATION PEARIELEVATION-SCALE: 178'=-E-V 5 of 7 SCALE: 1/8' = 1· - 0' ©G3 ARCHITECTURE 2019 ALL- RIGHTS RESERVED 00 EXTERIOR FINISH SCHEDULE 7730 E. Belleview. Suite A !50 Greenwood Vdloge. CO 801 I MATERIAL -L' 1 FIBER CEMENT BOARD, NICHIA.VINTAGE WOOD · BARK · CHITECTURE | STUCCO: SW 7532'URBAN PUTTY·architecture I planning I interiors L VISA UGHTING, OW 1335 ·AVATAR· il GENERAL SHALE MODULAR BRICK Seal: RUNNING BOND ·COLONIAL GRAIN·WITH CONCAVE MORTAR JOINTS ' HATCHES INDICATED TO 1 /1 RECESSED MC METAL CAP. MATCH FINISH COLOR TO SW 7073 •NETWORK GRAY Im 11 PAINT, SW 7068 ·GRIZZLE GRAY' 1--1 F PRECAST CONC. CAP , -TRASH ENCLOSURE BRICK VENEER. PAINT. SW 7532'URBAN PUTTY ,/ MATCH TO BUILDING BRICK 1737=reLACW__FI=======6 11 1/[ pos·r. rrp. oF (4). 1111 D--HSS 6·XF GATE 1 PAINT (SW #706816 DIAMETER E1 STEEL RAILING, PAINT.CONCRETE PAINTED -SAFETY A Projecl for·- 4- STEEL PIPE ·GRIZZLE GRAn - b 11- i r--9- .-1-• SW 7068 -GRIZZLE GRAY FOOTING YELLOW" C PRECAST CONCRETE CAP, C 11 'TO ENCLOSURE SLAB·NATURAL CONCRETE COLOR' PLAN -- | STOREFRONT CLEAR ANODIZED ALUMINUM 'HATCH TOBI INDICATED BRICKS TO STOREFRONT DOORS: RAILS AND POLE HANDLES BUMP 1/2- OUT FROM OTHERS GLAZING:•LOW E• CLEAR GLASS INSULATING UNIT 4 STEEL PIPE FILLED - W/ CONC. - PAINTED , ALL BUILDING MOUNTED UTILITY EQUIPMENT WILL BE LOCATED BEHIND METAL YELLOW SMOOTH n-06 NSCREEN WALL AND BE PAINTED TO MATCH ADJACENT EIFS COLOR.TROWEL CROWN TOP /--1 TRASH ENCLOSURE & RAMP ELEVATION-SCALE:DI-13/ 4- STEEL PIPE -0 -6 PAINTED ·SAFETY 4 -1 YELLOW" .= STEEL PIPE. PAINT 1 FINISHED GRADE ' ELEV. REF. Cl\/1L k 2-0, k -h BIKE RACK FRONT ELEV 7 r-ar-,TI 6- THK CONCRETE SLAB 111 REINF'GTOP. BOT.&MIDDLE 1/2- x 14" REBAR ANCHORS THRU PIPE BOTH WAY' 1- STL. BOTTOM /-) BOLLARDC 6 j 1/2• =1' · 1 NI r 4- THK. NATURAL CONC. COLORED PRECAST CONCRETE CAP - HEAVY DUTY METAL HINGES CONTINUOUSLY WELDED TO GATEAND JAMB TUBE. PAINT (SW #7068'GRIZZLE GRAY'} I T.O. ENCLOSURES 7--ELEVIREERL--'--- r 3/16" METAL PLATE WIT CANE BOLT @ EACH GATE. PAINT SL DE BOLT ASSEMBLY (SW #7068 ·GRIZZLE GRAY')4--1 WELDED IN PLACE. PRI H 9 11 B UU' GATE 16 GA. VERTICAL Z a) RIBBED METALS W/ <02·)<29(1/4 STEELANGLE IRON FRAME. CONTINUOUS ZEWELD ALL JOINTS. PAINT {SW #7068 ·GRIZZLE GRAY·)LU LL 1- 0 C J .gl 11.1 m'.Ili ,.111.13[Dbt 4 - CANEBOLT ¢ UU EACH GATE. PAINT (SW #7068 ·GRIZZLE GRAY') Li1 (SW #7068 ·GRIZZLE GRAY·) C-) TRASH ENCLOSURE & RAMP ELEVATIONr-SCALE:1-VIC-V TRASH ENCLOSURE BRICK VENEER & PRECAST CONC. CAP HSS 6·Xe GATE - POST, 1YP. OF (4), PAINT (SW #7068 GRIZZLE GRAY') . TO. ENCLOSURE SLAB 1 ELEV. REF CIVIL ,O 4•)<8•X2·1/4• MODULA BRICK VENEER, TYP. 4·)(160><8· NOMINAL CMU. TYP.-7 20 71 rTIZIEIZIEIZIE 0 N | 4'10' -4 NOTE: 1. GRIND SMOOTH ALL METAL WELDS. 2. PRIME AND PAINT ALL METAL SURFACES. ALTERNATE FOR POWDER COATING ALL METALSURFACES r- (4) 4· DIA. STEEL BOARDS, TIP. PAINT FAFETY YELLOW• COLOR, RE: 9/A102 -1--- f Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Hightands Ranch, CO 80129 Revisions: SUBMITAL - 3 01.06.2020 010 FLOOR DRAIN INLET, RE: CML 01 TRASH ENCLOSURE & RAMP ELEVATION67--SCALE:W--1'P NOTE: 1. GUARDRAIL SHALL MEET 2015 !BC, SECnON 1015.3.1015.4. AND CONNECTION TO T HE STRUCTURE PER 1607.8 2. GRIND ALL WELDS SMOOTH. TYP. 1.1/2-DIA. STEEL GUARDRAIL, PAINT. 4 Z - 4" THi NATURAL CONC. COLOREDPRECAST CONCRETE CAP LEI El r- TRASH ENCLOSURE BRICK VENEER q2 Sl-,AS IAU #4 J -F Al p H No Prn HSS exe GATE POST, TYP. OF (4). PAINT (SW #7068 ·GRIZZLE GRAYD. RE: 6/A102 6- ONC 16 .C. CONTROL rili JOINT || | |I1-CAN BOLT|ANCHOR - / 1\ SLEEVES $ET IN CONC. / '1Il LIi / ioko· - GATE: 16 GA. VER11CAL RIBBED METALS W/ 2'X2™1/4' STEEL ANGLE IRON FRAME. CONTINUOUS WELD ALL JOINTS. PAINT (SW #7068 •GRIZZLE GRAY·) Description Date 122180+No. Drawn By: JL Reviewed By:SH Scale:AS NOTED Date:06.28.19 Alename Sheet TItle: UULL'41 L -Ii :TI:··r -f OVER 90% COMPACTED CONCRETE LOADING PAD ,: T.0. ENCLOSURE SUAB.1 r=f,77¥9> 42=i=; Ir.¥7¥mr-71*"77579'1 ELEV, REF. CIVIL ' 1 'BASE. 4 MAXIMUM SLOPE. SITE DETAILS 8' SLEEVE & GROL/ \ U SIDEWALKINTO CONCRETE -CONCRErE CONTROL JOINTS. TYP. L P DIA. VERTICAL STEEL TUBES. PAINT. Ch TYP. GUARDRAIL ELEVATION /-17 TRASH ErLOSURE & RAMP PLAN 917 -d/lEALE:W:-1=V 01 TRASH ENCLOSURE & RAMP ELEVATION Sheet #: 67-=EGUE-B:6 of 7 E, 03 ARCHITECTURE 2019 ALL RIGHTS RESERVED 7730 E Belleview Suile A '50 Greenwood Imace. CO 8011 1 HITECTURE WEST 38TH AVENUE - architecture I planning I interiors ASPHALT - 0 1 .9PHALT Seal: © U 0.2 CRASS FLAT LENS FULLCUTOFF *5 b.2 0.3 3 chb b.6 b.6 8.7 b.6 4_1].0 0-0 t $4.89112'5<1"·E ·· 1,17.95 ·· ., · k i , 5 a .1-, %.0 - '0.0 18'-0" 1-, c.' /00 0.(IJE c.5 0.6 0.6 C.6 L.1 ..8 ..L ·. 1 ...··· (WHEREE REQUIRED BY LOCAL CODES, THE CONDUIT i -i 3 J U STUBBED ABOVE THE CONCRETE BASE SHALL BE GRC TYPE 0 b.2 b./ 1. t. i %.7 b.8 1.i t.9 b.8 1.3 %.6 &/1.9 %.9 1.8 t·.0 5.0 CONDUIT WITH A METAL BUSHING)1.4 It/LASPHALT··· THE EXACT LOCATIONS OF ALL BASES SHALL BE | | | | | | | | 1 DETERMINED FROM THE ARCHITECTURAL AND CIVIL DRAWINGS. INCLUDING THE TOPOF THE POLE BASE ELEVATIONS. A Project for: 0 DIiIj1 I - CONNECT SYSTEM GROUND--__ CONDUCTOR TO GROUNDING LUG INSIDE OF POLE HANDHOLE GRD PER NEC 250-50 POLE BASE COVER 3 HANDHOLE COVER PVC ENDBELL GROUTED BASE-NON SHRINK VERIFY Wl I GROUND CONDUCTOR ARCHITECT TO REBAR IN POLE BASE ANCHOR BOLTS SUPPLIED w/POLE I 1/ / .mill=lili -111=111=111-1 / -lili b.2 b.3 5. i.2 1 U.j 12! wp 0 L %.E WS @·: t.4 5.7 1.2 3.6-17-7 b.1 b.O 1-2 0 5.0 3.5 Otvs 5.45'1- b.i 6.0 1 3FN- 6@wp b.1 6.1 II;.6 /1 :q .0 1 Elliel -1 £ 19 j f-Z :.6 MIN. PER 0.3 -9 1.1 5.8 2.6-4.4--N 1 N.E.C r.5 r i.i #MT -PVCSCH 40 CONDUIT HANDHOLE COVER b. 3 ,. & 4 . . wp 1 3.3 b.2 As•.ALT _ 25'vs : d) CONCRETE POLE BASE--3000 PSI - WITH 4#4 VERTICAL REBARS & #2 REBAR TIES @ 12 I-9 0.3 7-1-3 1.5 1.1 6.8 1.5 -U--1--3 3.2 b. 1 AS REQUIRED FOR 100 MPH WIND LOADS AND FOR THE LOCAL SOIL CONDITIONS. U 12· MORE IN DIAMETER THAN THE/ - BOLT CIRCLE DIAMETER OF THE POLE AS THE MINIMUM DIAMETER OF THE POLE BASE. T)POLE BASE DETAIL TYPE'AA1'SCALE: NOT TO SCALE WS273 %.1 A.4 1.0 b.7 c*a -1-r-¥71 1.1 t.5 A.9 WS 0 0 f t.4 45.2 3 b./ 8.2 ; b., b. .. 01 wp 0.3 .. XFMR 0.2 0.8 .4\.6 1.3 1. 0.3 Clier[1 b.0 b.0 & "SPHALL 0 C.0 On PEOPLE TEAM A INVESTMENT. LLC *ni :. *M' 111 +hi 1 "·' N 90'00'00" W' 130.36 '-lASPHALT .i 1.1 b.i b.i .1 b.i %.1 b.2 1 rPH,LT \\1,r---4 b.i b" b 5.1 b.i b.1 3.1 %.1 b 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: ISSUED FOR PERMIT 06.28.19 2ND SUBMITTAL 11.26.19 SUBMITTAL - 3 01.06.20 EXTERIOR LUMINAIRE SCHEDULE MANUFACTURERFIXT.MOUNNGFINISHLAMP DATA LAMP WATTS TYPE NAME CATALOG NUMBER METHOD AA1 HUBBELL CIMARRON - CL1-A-60LU-41<*DE-BC DB LED 135 POLE ¥111/HUBBELL GEOPAK - TRPM-12L30-31<7.3-U-DIE DB LED 28.2 SURFACE WS VISA LIGHTING AVATAR - O*133543OK-H-MVOLT-BRNZ BRNZ LED 29 SURFACE MTG DESCRIPTION VOLTSHEIGHT SINGLE HEAD -TYPE IV DISTRIBUTION POLE 18*-0 FIXTURE WITH BACKLIGHT CONTROL UNV 9'.0·WALL PACK WITH 90 MIN. BATTERY BACK-UP UNV 9'0·DECORATIVE WALL SCONCE UNV Calculation Summar Label OVERALL CALC GRID PROPERTY LINE PARKING AREA PHOTOMETRIC PLANSCALE: 1"=20'-0" y CalcType Units Avg Max Illuminance Fc 1.39 9.4 Illuminance Fc 0.42 1.8 Illuminance FC 2.09 5.2 NO.Description Date Min Project No :19-008 Avg/Min Max/Min Drawn By:AV 0.0 N.A.N.A.Reviewed By JCAA 0.0 N.A.N.A.Scale:AS NOTED 0.1 20.90 52.00 Date·11.18.19 Filename: Sheet Title: PHOTOMETRIC PLAN Sheet # JCM I 4100 Wadsworth Blvd. E 7 of 7 Wheat Ridge. CO 80033 ci p 303.985.3260 Q ©G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED 1 r City of3atRidge- PUBLIC WORKS Memorandum TO:Scott Cutler, Planning Technician FROM:Dave Brossman, Development Review Engineer DATE:December 3,2019 SUBJECT:WSP-19-06 & WA-19-03 / Kipling Ridge Lot 2, 10040 W. 38th Ave. I have completed my 2nd review for a request for approval of a site plan to build a one- story, 6,000 square foot multi-tenant commercial building at 10040 W. 38th Avenue received on November 27,2019, and I have the following comments: Drainage Conformance Letter: 1. Engineering has no comments regarding the conformance letter. The Letter is hereby approved by Engineering. Site Development Plan: 1. All previous comments have been adequately addressed; the SDP is found to be approvable from an Engineering standpoint. Kipling Ridge-LoQ SDP_Review-2.approval. ltr.docx r City of37Wheatailge- COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave.Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 December 5, 2019 Danny Baldwin Wallace Engineering 9800 Pyramid Court, Suite 350 Englewood, CO 80112 Mr. Baldwin: This letter is in regards to your application for approval of a site plan and landscape coverage variance at 10040 W. 38th Avenue on a site zoned Commercial-One (C-1). I have reviewed your second submittal and have the following comments. Please also refer to the redlined copies of the draft documents. General Comments 1. Comment Responses: Please use the provided Word file of this letter to respond to the subsequent comments and provide it as part ofthe second submittal. 2. Civil Construction Plans: These plans may be submitted prior to building permit application in order to expedite plan review. 3. Resubmittal: All documents (site plan, civils, and other requested items) should be submitted via email or Dropbox download at the same time. No hard copies will be required for future submittals until requested at time of final approval. Site Plan Sheet 1 - Cover Sheet No comments. Sheet 2 - Site Plan 4. Where the sidewalk/ADA ramp goes around the monument sign, it appears the width may drop below 5'. Confirm this is at least 5' wide. 5. The building no longer meets the 0' to 20' build-to requirement; the maximum front setback is 20' and you are showing 21.92'. The build-to line arrow also appears to point to the wrong location (front of ramp/patio). Shift the building at least 2' north or widen it by 2'. There is still sufficient landscape buffer for the trees just.north of the building and ramp and enough landscaping to lose a few square feet if needed. 6. The stairs and sidewalk at the south need to be 5' wide, not 4.5'. 7. A staircase or path should connect the site to 38th Avenue. People will cut through the landscaped area to access the sidewalk, bus stop, and Kipling crosswalk because the ramp is not the most convenient path. The ASDM requires logical pedestrian connections to the public sidewalk. www.ci.wheatridge.co.us L , Sheet 3 - Landscape Notes and Details 8. The proposed landscaped percentage should be 12.9% if the actual area is 3,548 sf. Update the chart on this and the next page, plus the cover sheet. Sheet 4 - Landscape Plan 9. A staircase or path should connect the site to 38th Avenue. People will cut through the landscaped area to access the sidewalk, bus stop, and Kipling crosswalk because the ramp is not the most convenient path. The ASDM requires logical pedestrian connections to the public sidewalk. Sheet 5 - Architectural Elevations 10. Replace "East" with "West" in the Secondary Street transparency calculation. Remove the building address from all lines. Sheet 6 - Site Details No comments. Sheet 7 - Photometric Plan No comments. For future consideration 11. Landscape Fariance: Staff is able to recommend approval of the landscape variance notwithstanding the public comment period. Once the site plan is approvable, a variance report will be sent to the Community Development Director for review and approval. Contact me to coordinate retrieval of a sign for the 10-day public comment period. Additional Comments Wheat Ridge Engineering Division: No additional comments. The drainage conformance letter is approved. Engineering will have comments on the civil documents when submitted. H/est Metro Fire Protection District: Please coordinate directly with Fire regarding access to the site prior to submitting building permits. Since the retaining walls have been modified/reduced, they may be able to directly access the site from 38th Avenue and the western private drive, but Bruce Kral will need to confirm. This could potentially affect the required parking lot aisle width. This concludes the summary of comments. Please re-submit the site plan as a .pdf file and provide the civil documents with the next submittal. For questions or clarification on any comments, feel free to directly contact me or Dave Brossman. Sincerely, Scott Cutler Planner II CC:WSP-19-06 & WA-19-03 case files Sahn Ho (People A Team Investments, LLC) Case No. WSP-19-06 & WA-19-03 / Kipling Ridge Lot 2 2 @E22]IC €·uw-Mr*l *7- VIEW - NORTHEAST =37 432 7.-. Kipling Ridge, Lot-2 Wheat Ridge, Colorado (Al.-i AmCHITECTURE Inc. architecture I planning I interiors 7730 E. Belleview Ave., Ste. A-150 T.720.542.9416 g architecture.com VIEW - NORTHEAST 4 442 Kipling Ridge, Lot-2 Wheat Ridge, Colorado NXICHITECTURE Inc. architecture I planning I interion 7730 E. Belleview Ave., Ste. A-150 T.720.542.9416 g architecture.com VIEW - SOUTHEAST 2/ t. Li,li)11 Kipling Ridge, Lot-2 Wheat Ridge, Colorado AJOCHITECTURE Inc. architecture I planning 1 interiors 7730 E. Belleview Ave., Ste. A-150 T.720.542.9416 g architecture.com VIEW - SOUTHEAST Kipling Ridge, Lot-2 Wheat Ridge, Colorado 4,WCHITECTURE Inc. architecture I planning I interiors 7730 E. Belleview Ave. Ste. A-]50 T.720.542.9416 g architecture.com VIEW - SOUTHEAST a K t Kipling Ridge, Lot-2 Wheat Ridge, Colorado AJOCHITECTURE Inc. architecture I planning I interior. 7730 E. Belleview Ave., Ste. A-150 T.720.542.9416 g architecture.com VIEW - NORTHWEST e lili I I Ill Kipling Ridge, Lot-2 Wheat Ridge, Colorado AJOCHITECTURE Inc. architecture 1 planning I interion 7730 E. Belleview Ave., Ste. A-150 T.720.542.9416 g architecture.com VIEW - SOUTHWEST Kipling Ridge, Lot-2 Wheat Ridge, Colorado HITECTURE Inc. architecture I planning 1 interion 7730 E. Belleview Ave., Ste. A-150 T.720.542.9416 g architecture.com VIEW -EAST (FRONT ) £ -Fe- Kipling Ridge, Lot-2 Wheat Ridge, Colorado 434 4CHITECTURE Inc. architecture I planning I interiors 7730 E. Belleview Ave., Ste. A-150 T.720.542.9416 g architecture.com VIEW - WEST ( REAR) 14!GNA«SIGNAGE SIGNAG "- Kipling Ridge, Lot-2 Wheat Ridge, Colorado AWCHITECTURE Inc. architecture I planning I interior. 7730 E. Belleview Ave., Ste. A 150 T.720.542.9416 g architecture.com 10040 W. 38TH AVENUE -41 7730 E Belleview. Suite A 150 Greenwood Village. C. 80111 15)ECEIVESITE PLAN 811Uldr*/,9 I HITECTURE GEOTECHNICAL:LOT 2,architecture I planning I interiors5)*,417/41 4* Z SEE GEOTECHNiCAL REPORT PREPARED BY VIVID ENGINEERING GROUP. INC., DATED FEBRUARY 13,2019.MVG MARKETPLACE SUBDIVISION FILING NO. 1SURVEY: Seal: EXISTING TOPOGRAPHY IS BASED ON AN ACTUAL FIELD SURVEY PERFORMED BY COMPASS SURVEYING & MAPPING, LLC.. DATED NOVEMBER 05,2018.CITY OF WHEAT RIDGE COUNTY OF JEFFERSON, STATE OF COLORADO. AR,• LEGEND A Projector - 660 ---· EXISTING MAJOR CONTOUR - 662 ---EXISTING MINOR CONTOUR - 660 -NEW MAJOR CONTOUR - 662 -NEW MINOR CONTOUR - G - GAS LINE - PUG -POWER UNDERGROUND - UT -TELEPHONE UNDERGROUND - W - WATER LINE -SS -SANITARY SEWER LINE - S - STORM SEWER LINE -SF-SILT FENCE O CO O GM 0 LP I XFMR O1 O WM CLEANOUT GAS METER LIGHT POLE SANITARY MANHOLE STORM MANHOLE TRANSFORMER PAD VALVE WATER METER Al AREA INLET O Cl CAST IRON P DIP DUCT1LE IRON PIPE P DO DOOR OPENING R DS DOWNSPOUT S EL ELEVATION T FF FINISH FLOOR T FG FINISH GRADE T FL FLOWLINE T, HDPE HIGH DENSITY POLYETHYLENE T IRR IRRIGATION T LF LINEAR FEET HD OVERHEAD DOOR E POLYETHYLENE VC POLY VINYL CHLORIDE /W RIGHT OF WAY F SQUAREFEET C TOP OF CURB G TOP OF GRATE P TOP OF PAVEMENT R TOPOFRIM S TOP OF SIDEWALK N TOP OF WALL 06 C\1 03 Z qi Z -2Ill E 1- 2 E .CL D k Client: PEOPLE TEAM A INVESTMENT, LLC CITY CERTIFICATION APPROVED THIS DAY OF BY THE CITY OF WHEAT RIDGE. 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions LEGAL DESCRIPTION ATTEST SDP 7/22/2019 LOT 2, MVG MARKETPLACE SUBDIVISION FILING NO. 1, CITY OF WHEAT RIDGE COUNTY OF JEFFERSON, STATE OF COLORADO. SDP 11/26/2019 COMMUNITY DEVELOPMENT DIRECTOR OWNERS CERTIFICATE: r 1 PROJECT SITE 38TH'4.E I o·« 43 - e - 3 +UA CASE HISTORY THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S)TOTAL AREA GROSS NET WSP-19-06 & WA-19-03 (THIS PROJECT)THEREOF. DO HER8Y AGREE THAT THE PROPERTY LEGALLY DESCRIBED 0.63 ACRES 0.63 ACRES WSP-14-07 HERON WILL BE DEVELOPED IN ACCORDANCE WITH THE RESTRICTIONS WSP-14-01 AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE VICINITY MAP BE REQUIRED BY LAW. 1 (WE) FURTHER RECOGNIZE THAT THE APPROVAL EXISTINGZONING COMMERCIAL-ONE (C-1) IN SCALE: NTS OF THIS SITE PLAN DOES NOT CREATE A VESTED PROPERTY RIGHT. SHEETINDEX PROPOSED LAND USE CONTEMPORARY OVERLAY DISTRICT VESTED PROPERTY RIGHTS MAY ONLY ARISE AN ACCURE PURSUANT TO 6,000 SF MULTI TENANT BUILDING THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OFPAGE 1 OF 7 COVER SHEET No.Description Date LAWS,PAGE 2 OF 7 SITE PLAN PROPOSED 1975002REQUIREDProject No.: PAGE 3 OF 7 LANDSCAPE PLANT LIST & DETAILS 21%Drawn By MLG PAGE 4 OF 7 LANDSCAPE PLAN BUILDING COVERAGE OPEN SPACE/ LANDACAPING 12%MIN 12% -C 11 Reviewed By DWB PAGE 5 OF 7 BUILDING ELEVATIONS OWNER'S NAME/TITLE 35% MAX 12%NON-LIVING PAGE 6 OF 7 SITE DETAILS Scale·AS NOTED STATE OF COLORADO LIVING 65% MIN 88% PAGE 7 OF 7 PHOTOMETRIC PLAN Date 11.26.2019 ENGINEER COUNTY OF JEFFERSON THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF , A.D. 20__ BY WHITNESS MY HAND ANDOFFICAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC PARKING (TOTAL) 2 STANDARD 2 ACCESSIBLE B BICYCLE 4 FLOOR AREA BY USE AREA COMMERCIAL 6000 E 5 29 WALLACE ENGINEERING 3 27 9800 PYRAMID COURT, SUITE 350 2 ENGLEWOOD, COLORADO 80112 4 PHONE: (303) 350-1690 CONTACT: DANNY BALDWIN, PE DEVELOPER PEOPLE TEAM A INVESTMENT. LLC E 9275 FOX FIRE DRIVE HIGHLANDS RANCH, COLORADO 80129 CONTACT. SAHN HO CAUTION NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THE LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THEE UTILITIES wallace Wallace Engineering Di#QUWA Stnrunl and Gil Consu-ants g8001¥2md C/*L 50/ 350 Enge,yoid Cohado K 1 12 303.350 16K. 8® 364.5858 Filename: Sheet Title: COVER SHEET Sheet# 1 OF 7 © G) ARCHITECTURE 2018 ALL RIGHTS RESERVED 11 lillill 10040 W. 38TH AVENUE SITE DEVELOPMENT PLAN MVG MARKETPLACE SUBDIVISION FILING NO. 1 LOT 2, SEC 28, TOWNSHIP 3, RANGE 69, QSECTION NE. CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO 7730 E. Bellelew. Sulle A 150r-·* I Greenwood Village. CO.111 AR@CHITECTURE architecture I planning I interiors Seal· EXISTING STORM INLET WV 98--- -TO REMAIN----<C/B"IONAURLOVE HOOD*,w m ---"-----WEST 38TH---AVENUEMANI,RE W/2" METER AND 6- FIRE | TO 20' BUIJO-LINE | CONN?01 POiNT . - -:---"--7- -----+=-=-ADA PAT-AWAYfN. 705729.722 E- 110152.155 _ ·-ICL_ -4 I NIM,5392. 54 A OFF SET COUE 0. NOTE. MODULAR BLOCK RETAINING WALL SHALL BE DESIGNED BY MANUFACTURER VERSALOK OR APPROVED EQUAL. (DETAIL SHOWN FOR INFORMATION ONLY)A Project for: ASPHALF RETAINING WALL SHALL BEDESIGNED. SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF COLORADO . PLACE BOND BREAKER * TOW AND WALL - BETWEEN SIDEWALKCAP OUTDOOR - 1 - 4 --.NEWSIDEWALK € 5:.7.97-33_49 RE. ARCHITECT FOR COLOR --U) *./ EXISTING SIDEWALK TO gyn NEAREST JOINTS FOR NEW wi' fNLE' 1 '1 -WATER LINES 1.5393,27 A =EM..En>487-3 WI NV 5=53072 1 EXISTING MONUMENT My W=5347.2 1 SIGN TO REMAIN 1 1 9 1-1MODULAR BLOCK RETAINING WALL i WITH GUARD RAIL RED DETAIL 1 X /N 8912'5 :r> 1 I -- 14> \LANDSCAPE AREA 4 r--"-- -7- ------- CURB INLET147.15 - / Sor 7 . LANDSCAPE AREA * 1 18.00' i 1, 01 1 CONCRETE / SIDEWALK 4 EL.: 5393.05 -7 - / TO RIGHT'OF '- MAO NAIL ON , ADA RAMP WITH -:AGA[ION 1 TOP OF CURB 1·. HANDRAILS , C .37 --»-N. · Cy-CONIROL t , _2 ___.-=______-_-AZTEC CP 53 IMPERVIOUS FILL WAY -- .1 i .HASS \U 1.,/ 9-*D MATCH BUILDING- t,IRR,GATION o .1-5395 E.V: 5395.37 4 An¥ CAP STAMPED 06 01REMOVE AND REPLACE CONNECT TO EXISTING ASPHALT 9-OUND #4 REBAR 477 GREEN ' PLASNG CAP STAMPED ¥A™ PLS No. 29756, FLUSH M TH GROUND (THICAL; :i 12 -7 EXISTING SIDEWALK FINISHEDIGRADE COBBLE MULCH BETWEEN EXISTING SIDEWALK AND WALL 12' THICK MIN DRAINAGE AGG 03 12' WIDE MIN •- 4- DIA DRAIN PIPE Z ai WRAPPED W/FILTER FABRIC <2OUTLET AT END OF WALL OR AT 40' MAX Z -E N EXISTING EARTH LU m \ A Eli ht M @1 :p 22.00EXISTINGSIDEWALK I /" 3 - 9| UNREINFORCED MODULAR TO REMAIN LOT 1 STARBUCKS SCALE. NTS1 -k: 9--1-- i / %2:{rzE_k< 7) - U.9 1 BLOCK RETAINING WALLPARKING BUMPER -1. 1 1 9 wil CURB mAMP LL.1 f -- i & S El RE CDOT STD M-608 «/1-* 1|5 19 LLI 12" 03 -1,-. 1 5 Z ..1 FINISH FLOOR \\ * CE MIN--14@1 ./ 1 ELEVATION=5397.47 Il \\\\ 0b U) ir--CN9 11 01.SIDEWALKOPENINGTd / i ·-'- 'T- 1 -f #4 NOSING 11 81 W CONNECT TO EXISTINGD' 3-1 SIDEWALK r 14, €?1 1 4 7- 0. 2· CLR EW /ASPHALT i - #4 AT 12· OC EW534 / 2 BIKE RACK(2). Lcol7-----CL r 16' CUF B RE: ARCH M1 8 .STEMALL t, TRASH11 4 3>-h- ENCLOSURE Ff- -- 1 9 IM :.d-- 1 RE: ARCH - 6" AGG E S./.U MANHOLE, ,18.00· d CONCRETE CURB 27.63' bt· L I V K 19'HA:-1 f-9391= I U.A.AU, a U i./ 'S 0.00'00" W GRANULAR LEVELiNG PAD MIN 6-THICK •22- MIN «-NOTE: PLACE RAILING AT EACH SIDE OF STEPS. RE: ARCH FOR * HANDRAIL MATERIALS AND \ COLOR. 1 5 3" PREFORM EXP (T&B) /0 JT FILLER W/ JT SEALANT ASE:. 1 *%27 1- a 3 8 - C 42 52 D f Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: SDP 7/23/2019 SDP 11/26/2019 \16 rBS - 11' i i / 7142 -p -AND GUTTER CONNECT TO EXISTING ' SIDEWALK R=150.00 *1 AREAINLET ><6- ./- 5-CONCRETE CURB UNDISTURBED 5OIL .16- 1 RE· 6/(088=26'44'41" 1 \-4 \-, 2.1 /'/i -4 OR ENGINEERED FILL '16· 70.02 LANDAPE AREA ;2963- ,1 NUMBER OF STEPS AND RISE, "R | VARIES RE: GRADING AND SITE"yORM Ill 1 ...540086 PLANS, R"NOT TO EXCEED 7" SAN... MAN,0.CURB RAMP 10' DRAINAGE & unLITY EAMdET ASPHAL STEP DETAIL I'lIt398.94•v SE=!5308.6 N 9000'00" W 1 ®.336 2 SCALE: NTS M N=5.388 5 .40.- 1"=20 1411, in G < AHALT Al e. LANDSCAPE AREA ========ge====.- STEPS :1 - ---< 4!1 RE: DETAIL 2 01 ' CON TROL 001/ T Col 3 0-bllN 705508 989 L E: 110234.516 4»Ca*24,+7.-0-V: 5400.78 S" SPIKE ,•C• •I••94" PAVING LEGEND GENERAL SITE NOTES =,4 - 1, ALL WORK AND MATERIALS SHALL COMPLY WITH ALL MUNICIPAL REGULATIONS AND CODES. WHICHEVER IS MORE STRINGENT CAUTION ASPHALT PAVEMENT NOTICE TO CONTRACTOR 2, ALL WORK AND MATERIALS SHALL COMPLY WITH O.S.H A STANDARDS. THE CONTRACTOR TS SPECIFICALLY CAUTIONED THE LOCATION AND ELEVATION OF EXISTINGE[El SIDEWALK 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS. INCLUDING UTILITIES AS SHOWN ON THESE PLANS ARE BASED tittj BUT NOT LIMITED TO. ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS ON RECORDS OF THE VARIOUS UTILITY COMPANIES & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH AND MEASUREMENTS TAKEN IN THE FIELD. 1 ..I GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH THE INFORMATION IS NOT TO BE RELIEDON AS I ./ CONCRETE PAVING ALL COST SHALL BE INCLUDED IN BASE BID.BEING EXACT OR COMPLETE, THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO - 4 REFER TO LANDSCAPE PLANS FOR GRASS. TREES AND PLANTED MATERIALS REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES NO.Description Date Project No.1975002 Drawn By MLG Reviewed By·DWB Scale AS NOTED Date:11,26.2019wallace,ftename Sheel Title: SITE PLAN Wallace Engineering %!luct,al C.Ofauq.2/1 11( Srulll,/1 Id Ciil Cole,Uldllb 98001¥.mid Cot,1, Suite 3*Sheel # Enge.,ood Colo(ad08(112 303.350.1690.801364.5858 2 OF 7 © GI ARCHITECTURE 2018 ALL RIGHTS RESERVED KIPLING RIDGE, LOT 2 1004 W. 38TH Ave. Wheat Ridge, Colorado 80033 Landscape Plan 7730 E Belev,ew Suite A 1 50 Greenwood Idloge CO 801 I 1 AMCHITECTURE architecture I planning I interiors LANDSCAPE PLANT LIST DECIDUOUSSHADE TREES,"*'. 0 .MATURE MATURE WATER SZEAND SYMBOL COMMON NAM E BOTANICAL NAME SUN/SH•DE OTYHBGHT SPREAD USE CONDITION <1 ¥3**r'Hackbe,r,Cehs ocadendles 50·€40·50 .0,Sil 2 Cal 088 4 MATURE MATURE WATER SIZE AND SMI BOL COMMON NAME BOTANICAL NAME SUN'SHADE QTYHEIGHT SPREAD USE CONDITION /96 Pnreor Ser,¥ G[go GN*got*ba 'Fi"*I Senh· 35·40 12-15 Man SM M Srede 7 Cal. 83§8 2 SITE AREA CALCULATIONS DESCRIPTION REQUIREC LOT AREA - LANDSCAPED AREA:·12% MIN. , NON-LIVING 35% MAX. LIVING 65% MIN. SOD 30% MAX. TOTAL ON-SITE TREES (3,295 SF / 1,000) x 1 3 TREES i PROPOSED 27,456 SF 3,294 SF *12% / 3,548 SF 12% / 435 SF 88%/ 3,113 SF 23% / 814 SF 6 TREES Seal: 66109 108 »Of ' GENERAL LANDSCAPE NOTES 1. ALL LOW PERENNIAL AND GROUNDCOVER PLANTING AREAS SHALL BE MULCHED WITH SHREDDED WESTERN RED CEDAR WOOD MULCH, AT A DEPTH OF 31 WEED BARRIER FASRIC IS A Project for NOT REQUIRED UNDER WOOD MULCH. 2. ALL OTHER PLANTING BED AREAS SHALL BE MULCHED WITH 1-1/2" GRAY ROSE MULTI-COLORED RIVER ROCK, AT A DEPTH OF 3", INSTALLED OVER PERMEABLE WEED BARRIER FABRIC. DO NOT INSTALL EDGING BEn'VEEN WOOD MULCH AND ROCK MULCH AREAS. 3. SOD EDGER SHALL BE 14 GAUGE ROLLED TOP STEEL EDGING (DARK GREEN COLOR) IN THE CO LOCATIONS SHOWN ON THE PLANS. EDGER IS NOT REQUIRED WHERE SOD ABUTS CONCRETE.4. ALL AREAS TO BE LANDSCAPED SHALL HAVE ORGANIC AMENDMENTS THOROUGHLY INCORPORATED INTO THE SOIL AT A RATE OF 5 CUBIC YARDS PER 1,000 SQUARE FEET, AND TILLED TO A DEPTH OF 6 INCHES.ri DECOUOUS SHRUBS - - WATURE MATURE £4TER SIZENO S¥MBOL COMMON NAME BOTANICAL NAME SUNSHADE QTYHEIGHT SPREAD USE CONDITION AFO A'Ck Fre Dogwo oct Corrussencea A,k Fie 3-4· 3-·r Me-, Adale 5 Galor Ccr, 8 LOP Loderse P,wel -,gugun vulpe lodense 23 4. Um Sun Par[ Shade 5Galor·Cor• 9 DES Gr/Lowfrag,-Surrec Rhus aror,mca'G,Low'23 6-8 -0, &.5Galor,Cor* 6 GFS Goldbm Slea Splaea lopor,ca'Go*are 2-3 2-3 Ue-n An Pal Slade 5 Gaic,r Cor, 10 EVERGREEN St·RUBS MATURE MTURE -JER SZE NO SWABOL COMMON NNE BOTNICA NAME S_Ee'OE HEIGHT SPRE,00 USE CONDITION D.e Pc•»I,=.4-per. d-eras ale P..f 8 1 68'LED. 99 P,19,de SO,lor,Coft 4 6-Ue ki.go Pre Flrua rrug. 14·,ps 2-3 2-3 Lo,9 'Pal 91/de 5 Galor Cort 11 81,©ht Edge vucca Yucca Iminbsa 91ght Edge·2-3 24 Low Swip,19'ade 5 Galor Cart 10 ORNAMENTAL GRASSES TOTAL ON-SITE SHRUBS (3,295 SF /1,000) x 10 33 SHRUBS 58 SHRUBS BUILDING SETBACK TREES (48 LF /30) x 1 2 TREES 2 TREES STREET TREES (PROVIDED AS PART OF N/A N/A MASTER DEVELOPMENT) NOTEi 11 8% DEVIATION FROM THE 20% REQUIRED LANDSCAPING PERMITTED VIA VARIANCE FROM CITY OF WHEAT RIDGE. 2) STREETSCAPE PLAN SHOWN WAS APPROVED PER CASE NO. WSP-14-01 3) AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL ON-SITE PLANTiNGS. W 38™ AVENUE STREETSCAPE IRRIGATION AND PLANTINGS BY MASTER DEVELOPMENT PER THE SUBDIVISION IMPROVEMENT AGREEMENT ASSOCIATED WITH CASE NOMS-14-01. E (If C Wl BEY 5. ALL SOD AREAS, BED AREAS, AND LANDSCAPE AREAS SHALL BE FINE GRADED PRIOR TOINSTALLATION OF NEW PLANT MATERIAL. ROCKS, WOOD, AND ANY MATERIAL LARGER THAN l' IN -DIAMETER SHALL BE REMOVED FROM ALL PLANTING AREAS PRIOR TO SODDING AND PLANTING ZNEW MATERIALS. 6. EXISTING TURF, SHRUBS, TREES, AND PLANT MATERIAL TO BE REMOVED SHALL BE FULLY < REMOVED FROM THE SITE, INCLUDING ALL ROOTS. Z 7. ALL LANDSCAPED AREAS SHALL BE WATERED BY A FULLY AUTOMATIC UNDERGROUND LUIRRIGATION SYSTEM. 8 SOD AREAS SHALL BE ZONED SEPARATELY THAN BEDS, AND SHALL BE IRRIGATED VIA pop-UP H- SPRAY HEADS PROVIDING FULL (HEAD TO HEAD) COVERAGE. HEADS SHALL BE COMMERCIAL GRADE WITH REPLACEABLE NOZZLES, PRESSURE REGULATORS, AND CHECK VALVES. 9. BED AREAS SHALL BE ZONED SEPARATELY THAN SOD AREAS, AND SHALL BE IRRIGATED BY 5 INDIVIDUAL DRIP EMITTERS TO EACH PLANT. DRIP COMPONENTS SHALL BE COMMERCIAL GRADE DMRAIN-BIRD OR EQUAL POINT SOURCE EMITTERS, WITH ALL PLANTS RECEIVING IRRIGATION. SYMBOL COMMON WME BOTANCAL N,•ME FRG Fe-e, Reed (kass Celarraglogs acallbal<,1 Foe:- 0 Eulde, Ek/Fescue Gass Fesba »,ca ·Boukkr BLe P613 Fhe(Puple *t,den) Gass Mscantus *ens ptrwascers MATURE TURE ¥RJER PE}Gir SPRE,50 USEE 4-5 1&-24- to• 17 :16- Low 3-4 2-3 6kkrn SZEFANDSUP9·*DE QTYCOI€)ITION 9, #t gede 58010,10«A 25 S,r: 5Galorfort 6 Sti 5 Gal) Cont 20 fk PLANTING DETAIL FOR ALL TREES N.T.S.(BO PLANTING DETAIL FOR SHRUBS, AND ALL Client: CONTAINER PLANTS LARGER THAN 1 GALLON PEOPLE TEAM A N,T.S.INVESTMENT, LLC 92) PERE-ALS MATURE MATURE VIWER SZE AND SWABOL COMMON NAME BOTANICAL. NAME SLMS·/DE QTY 1·E}G4T VREE USE SPAJING CRH Cuorado Red Hymop ARask,che Pslessene ,18r 12-15 Lcw *P.Bade 4· Pot/36- OC 15 01/D D,-fle»N Daylly plenerccab ·loopy Reurt 12-15 12-18- Lot¥9 4901/24·OC 10 LIC l.-1,1,jyca¥™Il Ne"·816 317 1&24' Lcm S- 4- Fl/36 OC 24 SOD 90 / 10 Fescue/Bluegrass Mix 22 ·.I«-< f DO NOT CUT LEADER PRUNE DAMAGED OR DEAD WOOD AFTER PLANTING AND STAKING. KEEP CROWN SHAPE TYPICAL OF SPECIES 14 GUAGE GALV WIRE WITH 1/2- 0 * 18· WHITE PVC PIPE ON EACH WIRE - SPECFIED TREE STRAP COLLAR. DO NOT TWIST 3'-4' SETBACK ,1- SPECIFED POSTS 2 EA //HT ALLIGN AS APPROVED KEEP PLUMB WITH TOPS EVEN DRIVE 17 INTO UNDISTURBE D SU8GRADE OUTSIDE PLANTING PIT TREE STAKES LOCATED INSIDE WATERING SAUCER ON TREESGREATER THAN 3- CAL USE GUYS AS PEER EVERGREEN TREES - WRAP ENTIRE SURFACE OF TRUNK LIP TO BRANCHES WITH REQUIRED WRAPPING WEN SPECIFIED REFER TO SPECIFICATIONS SECURE @ TOP M™ DUCT TAPEE 7, ,4 In! NOTE. DO NOT PLANT ANY PLANT WITH ROOTBALL NOT IN CONFORMANCE WITH COLORADO NURSERY ACT REQUIREMENTS HOLD MULCH GRADE 1- BELOW EDGE OF WALK, EDGING OR CURB CONCRETE CURB, EDGING. OR SIDEWALK - PRUNE ALL DAMAGED OR DEAD WOOD AFTER PLANTING AND MULCH]NG - SET SHRUB AT GRADE GROWN IN CONTAINER OR GROWN IN NURSERY. SET TOP OF JUNIPER·S ROOTBALL TO FINISH GRADE OF MULCH - APPLY SPECIFIED MULCH AT 3- DEPTH 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions. CLIENT REVIEW 05.28.19 SDP SUBMITTAL 07.22.19 SDP SUBMITTAL 11.26.19 - 0· AT TRUNK 4- DEP™ SPECIFIED MULCH AT EDGE OF RING. INSIDE 4 WATERING SAUCER REMOVE SAUCER UPON SOODING/SEEDING IN IRRIGATED AREAS Eli 1-i i i=z¤46111 / ----- PLANT TREE 24- ABOVE SURROLNDING GRADEE LEVEL ON UNDISTURBED SCIL SET TRUNK PLUMB - SCORE CONTAINER ROOTBALLS WITHTE]T[El E Ellf SPECIFED BACKFILL MIXTURE ADMENOMENTS AS SPECIFIED IN TOP 12-ENCIRCLING ROOTS 111-1- IE.»mII1312231[2110 DEEPTI NO.Description Date 211121 -1-£6\1111'1621 1 121 Ul 12Zh- REMOVE ALL TWINE & WIRE FROM BALL REMOVE WIRE BASKETS ProJect No.19-008- FILL PLANT PIT WITH SPECIFIED BACKFILL MIX SEE SPECIFICAnONS FOR COMPOSITIONIall 19111211 'Ell lEE IIBE Drawn By JG1EJU**214*JEW N-- INITIAL STABILIZING BACKFILL 18 DEPTH. COMPACTED REMOVE CONTAINER PLACE ROOTBALL ON Reviewed By·MC-- UNDISTURBED MT BOTTOM FOR ROOT BALL BASE.UNDISTURBED SOIL BALL DIA + 12-BALL DIA + 24· Scale: Date:11.26.19 Filename Sheet Title: Landscape Plant List & Details 2 811 OUTDOOR -DESIGN GROUP-Sheet #: WWwODGIESIGN.COM Call 3 tiest days / ** oek,e >o.: 09. g,aje o birate k, Ine 'nalkm / unce,gfouno rremoer u*hee OuiDOOK DE 5!GN III}UP INC 3690 WLB'TERSTREET ARVIDA CO 80002 003,90-4811 3 of 7 © GS ARCHITECTURE 2019 ALL- RIGHTS RESERVED 7730 E Belevie w, tuite A 150 KIPLING RIDGE, LOT 2 1004 W. 38TH Ave. Wheat Ridge, Colorado 80033 Landscape Plan Greer,wood Vloge.'080111CE, 1 r... / AmCHITECTURE architecture I planning I interiors LANDSCAPE PLAN MANH{XI my£•5392,54 PROPERTY LINE - tr-Tr.39-0 -N ASP+HALT EXISTING COBBLE SOD LAWN A EXISTING - r l MONUMENT - | SIGN ROCK MULCH: 1-1/2" GRAY - ROSE MULTI-COLORED --\------e22.LI---1--4RIVER ROCK, TYP. COBBLE; 5-10" NATURAL -/1 GREY COBBLE,TYP. PROPERTY LINE - EXISTING -SIDEWALK -- WALL ---_ IGAYION f W 120STORM SE EA EM -033'24 S WEST 38TH AVENUE ASPHALT / EXISTING STREET TREE / F EXISTING SOD LAWN 44 3-FRG - L 1-PMA ASPHALT P q H 1 PROPOSED - 1 BUILDING ,4 L, 43 \ 41€r=5397.47 3-LOF 1 -WEE} 6-BBF 3-MM 3-MMP STEEL 2-PSG EDGEI 3-LOP ROCK MULC E1 \- 5-CRH 3-FRG >- EXISTING ADJACENT LANDSCAPING TO REMAIN L 4-FRG L 1 -WEH *- 1-DFS -5-PMG - 5-GFS - 3-FRG Seal: LANDSCAPE LEGEND (SEE SHEET Ll FOR FULL PLANT LIST)//lit.\ 01\04- EXISTING TREES TO REMAINDECIDUOUS A Project for: SHADE TREES ORNAMENTAL TREES CO 06 01(D DECIDUOUS SHRUBS , .+-0010 R 9 8®43 EVERGREENSHRUBS <UU 2 0< 0) 66 0 ORNAMENTAL GRASSES ZE JlLU m 9 2 415£ LARGE PERENNIALS E 2 § 3 EXISTING LAWN TO REMAIN Il-:* 9Dbt L BO ASPI \ F SOD 3-PMG 4- 5-BEY F- 5-GF 5-10" COBBLE 5-LTC - 5-MMP - ROCK MULCH - 6-PMG - TRANSFORMER - 3-FRG 3-LTC 1-WEH FMR f iT-T / / Client 0 - 3-PMGr 5-LTC 5/- 3-Ops i «137 SITE AREA CALCULATIONS KEY PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 8=26'44'41" mR=150.00 70.02 1 STEEL EDGER -9 3-LOP 1 4-uvvu - /TAj?Y f SOD LAWN )1 -539&94 U 3-LTC -/ i SE-5385L *538..5 3-BPJ -c, 5-AFD \4 3-DWD - 1 3-AF=D U/T 3-DWD 1 N 90'00'00>W 130.36 .MULCH ASPHALT ASPHALT - EXISTING ADJACENT LANDSCAPING TO REMAIN WEST 38TH AVENUE Z PROPOSED 27,456 SF *12% / 3,548 SF 12% / 435 SF 88%/ 3,113 SF 23% / 814 SF N 11 % DESCRIPTION REQUIRED LOT AREA - LANDSCAPED AREA:·12% MIN./3,294 SF -1 ...It:|NON-LIVING 35% MAX. 65% MIN. 1.501'30% MAX. "QI-Ii 1) SOD INCLUDED IN LIVING LANDSCAPE AREA 0 20' Rev,sions CLIENT REVIEW SDP SUBMITTAL SDP SUBMITTAL No.Description Project No. Drawn By: Reviewed By: Scale: 05.28.19 07.22.19 11.26.19 Date 19-008 JG MC 10 20 40' SCALE:1"=20 MO' 7102 0.* '3a.0 Date:11.26.19 Filename Sheet Title: 40' SCALE:1"=Landscape 80 40' Plan OUTDOOR -DESIGN GROUP-Sheet #: WWWODGDESIGN.COM Cati 3 bustness days 1.40=©e heee 106 01g. gaje o8./. the./rk.... I unce•groufe membef u./. Oul[KDoRDEb,UNGlouP INC 3690 W.-ST.. ARVADA. CO 80002 003 993-4811 4 of 7 © G) ARCHITECTURE 2019 ALL RIGHTS RESERVED 1-BPJ - 3-FRG - EXTEROR FINSH SCHEDULE PRIMARY STREET W 38TH AVENUE . NORTH ELEVATION BUILDING ADDRESS: 3725 KIPLING STREET PROVIDED 7730E Bc!04!ow. Sute A i50 Greenwool ..ge, CO 801 1 CHITECTURE-| | FIBER CEMENT BOARD, NCHHA,VINTAGE WOOD• BARK- TOTAL TRANSPARENCY {%)6056 60 % -n-STUCCQ9W7537URBANPUTY [22*jiEiji*ELIELIE]I*EEIELEJ architecture I planning I interiors CLEAR GLAZING 1418 SF L H VISA UGHMNG. OW 1335·AVA-TAR· - SECONDARY STREET EAST ELEVATION Seal: • HATCHES INDICATED TO 1 /2 RECESSED TOTAL TRANSPARENCY (%) 30 %31.1% GENERAL SHALE MODULAR BFICK BUILDtNG ADDRESS· 3725 KIPLING STREET RUNMNG BOND·COLONAL GRAIN V,!ITH CONCAVE MORTAR JOINTS BUILONG FACADE MC METAL CAP. MATCH MSH COLOR TO SW 7073·NETWORK GRAY 6022 SF CLEAR GLAZING 187.5 SF Pl I I PAINT. SW 7068 *GFdZZLE GRAY· P2 | | PAINT. SW 7532·URBAN PUTTY PUELIC SPACE - EAST ELEVATION BUILDING ADDRESS 3725 KIPLING STREET TOTAL TRANSPARENCY (96)30 %66496 A FABAC AWNNG·BLACr BUILDING FACADE 604.8 SF A Project ror-STEELRAIUNG'PAINT CLEAR GLAZINGI | SW 7068·GFIZZLE GRAY C PRECAST CONCRETE CAP.| NNATURAL CONCRETE COLOFr | STOREFRONT CLEAR ANODIZED ALUMINUM ;STOREFRONT DOORS:RAILS AND POLE HANDLES GLAANG 'LOW e CLEAR GLASS INSULATING UNT ALL BUILDING MOUNTED UT]LITY EQUPMENT V.'ILL BE LOCATED BEHND METAL 06 C\1 SCREEN WALL AND BE PAINTED TO MATCH ADJACENT EIFS COLOR-0 1-Z af r-7 E--1m 7 121 [-2-I E Pl MC FFT T 1 4 i 71 E ZE L-1-1 1El LIDLUmE Pi F I |1 L-/LTIT.O. PARAPET T.0. PAFU\PET b .ELELEV. 122€ AFF -ELEV. 1201 AFF .. T.O. PARAPET DbEELEV. 119-q AFF.1.2-..11 4--11-- d 1111 6 4 T.O. PARAPET 9 ELEV. 119-0' AFF 1 | NEtEli + C. 1. b 8.0. CANOPY AN LO. CONC. CAP 7 ELEV. 103-Cr AFF S S S B C IBI C S B ICI S S MC IEI P1 MC 111 C. EO. CANOPY ELEV. 11(71 AFF .L6- 8.0. CANOPY -viaii*-- ZONE OF TRANSPARENCY MSH FLOOR ELEV. 100·/ AFF T.O. PARAPET ELEV. 119/ AFF S A 61 ZONE OF u,| TRANSPARENCY J 4 T.a CONC CAPir™-=riw-*pr _EL,t=KNE.£6929_ --V' ELEV. 1 00·e AFF Cment PEOPLE TEAM A INVESTMENT, LLC dit 1 /*X-=-2 B 11 C I -1 Ill-1 LE_ILLI 9275 Fox Fire Drive Highlands Ranch, CO 80129 - NORTH ELEVATION E E [1-1 -C-) WEST ELEVATION -Re,1ons: SCALE 19 - 1' - 0 SUBMITTAL-2 11.08.19 4 rlEALE-I;F-"I E MC L B f F ff E Pl Inn _TOPAMEL_ ELEV. 120-OAFF L_-1 L L L 7.-=,541 ' . »f. 1 1 P1 IMCI L 4 T.O. PARAPET ¥ag. 122*-Air -3.- NO.Description Date Project No.19-008 Drawn By JL Reviewed By SH -' *ale: AS NOTED Date:06.28.19 8.0. CANOPY ' --1-1--fl-1 -i-LI-j - = - - ,# aa CANOPY Filename:B.O. CANOPY C ELEV. 11(7·CT AFF r --=-1-'-- --'#-I t ELEV. 1109 AFF ELEX. 1165-Apr L --4 Sheel lile 1 1 61 ZONEOFGITRANSPARENCY IBIIC IFI S B P2 La CONC. CAP 1 T.O. CONC. CAP -i*33*3-AFF -1 ·-d.8./Ii---7--7 ELEV. 103{r AFF FINSH FLOOR MSH FLOOR 11_1 ELEV. 10(74 AFF ,Il,%**6%*22 . . ELEV 100/AFF1 WALL MOUNTED UnUTY / ECUPMENT -[-FR 11 |C||B C B S LT-1 LLI EDI I P2 S /1 L q-Fl.SH FLOOR BUILDING 32=E 7'mm --™-EEN33@*AFF ELEVATIONS /-) SOUTH ELEVATION Sheet / C-) EAST ELEVATION2 SCALE: 1/1 - 1' · 0 L.1 y--EIT"-5 of 7 ©G3 ARCHTECTURE 2019 ALL RGHTS RESERVED I r-71 EXTERIDR ANSH SCHEDULE 7730 E 810 ew. Sute A 150 Greenwood ./ge. CO 801 1 1 MATERIAL I] FIBER CEMENT BOARD. MCHHA.VINTAGE WOOD· BARK· HITECTURE STUCCO: SW 7532'URBAN PUTTY architecture I planning I interiors L VISA UGHTING, OW 1335-AVATAFf GENERAL SHALE MODULAR BFUCK Sesl: RUINNGBONVEOLWALGRANWTHCONCAVE MORTAR JOINTS I . HATCHES INDICATED TO 1/2 RECESSED MC METAL CAP. MATCH ANSH COLOR TO SW 7073-NETWORK GRAY Pl PAINT. SW 7068 -GAZZLE GRAY PRECAST CONC CAP r-TRASH ENCLOSURE BACK VENEER./ MATCH TO BUL_DING RCK P2 PAINT, SW 7532'URBAN PUTTY -4 aamageggE,BEE 1 -HSSexe GATE _| | FAGE'C AWNNG•BLAcr POST, TYP. OF (4). PAINT (SW #7068 16· DIAMETER -r 4- STEEL PIPE |M GAZZLE GRAY-) - RI STEEL RAIUNG. PAINT,CONCRETE PAI NTED SAFETY I A Project for. 1 SW 7068·GAZZLEGRAY FOOTING YELLOW' PLAN C | | COONCRAFFEECCAOLOW -1 J 4 T.O. ENCLOSURE SLAB - ELFV. REF CIVIL. STOREFRONT CLEAR ANODIZED ALUAINUM -MIL,M 'Uoti,Nuluarcum,·ILKSTO STOREFRONT DOORS:RAILS AND POLE HANDLES BUMP 1/2 OUT FROM OTHERS CIO GLAZING ·LOW e CLEAR GLASS INSULATiNG UNT 4" STEEL PIPE FILLED -W/ CONC. - PAINTED ALL BUILDING MOUNTED UTIUTY EQUPMENT WILL BE LOCATED BEHND METAL YELLOW SMOOTH rn-06 N SCREEN WALL AND BE PAINTED TO MATCH ADJACENT BFS COLOR.TROWEL CROWN TOP UTBASHENCLOSURE&_RAMPELEMATION-Ll,/ SCALE: 1/. - r · cr UO4" STEEL PIPE - PAINTED 'SAFETY -1 YELLOVV E A- - STEEL PIPE / PAINT - §11 11 e> 11 FINSHED GRADE ELEV. REF. CML k 2.0 7 7 117 - r -e 6" THK CONCRETE -n SLAB ReNF'G TOP, 1; 111 BOT. & MDDLE =.:1 1...N 1/2" x 14 REBAR -m: 1 k..:* /-1 BOLLARDC 6;-2=74 11==11=11=11=11 /-4· THK NATURAL CONC. COLORED PRECAST CONCRETE CAP HEA DUTY METAL- ENGES. CONTINUOUSLY WELDED TO GATE AND JAMB TUBE. PAINT / (SW #7068-GRIZZLE GRAY) 4 TO. ENg=gig=2&h.L-lit=221-221121 / 1 11 L 3/ 6· METAL PLACANE BOLT @ EACH GATE PAINT -/ 1111 SUDE BOLT ASS (SW #7068·GA GRA)L -1 WELDED N PLAC 8111 m GATE 16 GA VERTI CAL-Z a) FIBBED METALS W/<22·)<2·Xl/4' STEEL ANGLE IRON FRAME CONTINUOUS WELD ALL JOINTS. PAINT Z 5(SW #7068·GAZZLE GRA- LU 1-1. 1- F 53- Dht WTH/L CANE BOLT @ ILY 'L' EACH GATE'MIT "PAINT (SW #7068 ·GAZZLE GRAM 1!1 (SW #7068·GAZZLE GRAT _TRASH ENCLOSURE & RAMP ELEVATION _LE SCALE lK - 1'-Cr -Cment C 8 PEOPLE TEAM A INVESTMENT, LLC HSS Xe GATE - POST, TYP. OF (4). PAINT {SW #7068 ·GAZZLE GRAY) di T.O. ENCLOSURE SLAB 7-FEEV.REF.-air TDAeu ENCLOSURE BRCK VENEER & ST CONC. CAP y . 4·X/X2-1/4- MODULA ACK VENEER, TYP. 4-xle·Xe NO,INAL CMU. TYP -1 NOTE 1. GFUND SMOOTH ALL METAL WELDS. 2 PAMEAND PAINT ALL METAL SURFACES. ALTERNATE FOR POWDER COA11NG All METAL SURFACES r- (43 4• DIA STEEL BOARDS, TYP. PAINT 1 -SAFETY YELLOW COLOR. RE: 9/A102 9275 Fox Fre Drive Highlands Ranch, CO 80129 Reisions SUBMITAL - 2 11.09.19 FLOOR DRAIN INLET. RE: aVIL ra-TRASHENCLOSURE&BAMP-ELEMATION - SCALE: 1// - 1 - 0 NOTE 1. GUARDRAIL SHALL MEET 2015180, SECMON 10153,1015.4, AND CONNECTION TO THE STRUCTURE PER 160L8 2. GRND ALL WELDS SMOOTH, TYP. r 4· THK NATURAL CONC COLORED PRECAST CONCRETE CAP171 171 0 2·Er & 411 6 2·/ y 0 4 6·' ONC. AB /#4 16 .C. EA NY 7 ...0,0 No. Description Date Project NA 19-008 E- 1-1/2 DIA STEEL GUARDRAIL, PAINT.1 ilk TRASH ENCLOSURE BFICK VENEER "E imeaaege¥/1/11/1/1/1/15/2,2/21/1/1/1111/5/5/1/11 HSS exe GATE POST, TYP. OF (4). PAINT (SW #7068·GRIZZLE GRAY). RE: 6/A102 °K L_ CONTROL IT I -nJOINT11 1 /1' -CAN BOL-TIANCHOR -1 / || \ SLEEVES ET IN CONC /1 | Drawn By JL Reviewed By.SH GATE: 16 GA VERTICAL -Scale:AS NOTED ABBED METALSWl - /)(2·Xl/4· STEEL ANGLE Date:06.28.19 IRON FRAME CONTINUOUS -Filename. WELD ALL JOINTS PAINT - (SW #7068 -GFUZZLE Sheet Tiler GRA/9 40 Il lili Il Il Il Il Il Il Il Il Il Il Il Il Ilt' - CONCRETE LOADING PAD •h T.o. ENCLOSURE SUAB 1 -4 OVER 90% COMPACTED WELEV.-REEBUL BASE, • MAX]MUM SLOPE SITE DETAILS Er SLEEVE & GROU INTO CONCRETE - SIDEWALK - CONCRETE CONTROL JOINTS. TIP· L i· cIA VERZICAL STEEL TUBES, PAINT. N Fl TYP. GUARDRAIL ELEVATION 117 --TRASHENCLOSURE&88MPELEMATION C-) TRASH ENCLOSURE & RAMP PLAN Sheet #.dt-SCALE-3*1'1 SCALE: 1/4. - 1· - 1 6 of 7/ SCALE 1/zr .1 · 91 ©G3 ARCHTECTURE 2019 ALL FIGHTS RESERVED TED Vv'EST 38TH AVEN-U-E 0 ASPHALT 7730 E Bebviw Su'le A 150 Glee'wooo v kie. CO 80111 HITECTURE architecture I planning I interiors ASPHNJ Seatf FLAT LENS FULLCUT OFF 0.6 0.4 o.c 2 *6.3 N 4 89112' 5(g 5 E : 41:47.1 5 t. 2 c ' 1 + .., * 5 t 18'-0 0.5 0.6 0.6 0.6 1.8 1.4 3.2 3.5 1.C 30 6/3 +112=]-- 1 3- t.[ 1-%.4 1.1 %.2 12.t OWS WS 0.3 llo·•A 0.0 t.iI b.c •* (WHERE REQUIRED BY LOCAL CODES, THE CONDUIT STUBBED ABOVE THE CONCRETE BASE SHALL BE GRC TYPE 0.0 ASPHALTCONDUIT WrfH A METAL BUSHING) ··• THE EXACT LOCATIONS OF ALL BASES SHALL BE DETERMINED FROM THE ARCHITECTURAL AND CIVIL b.o DRAWINGS, INCLUDING THE TOP OF THE POLE BASE A Project tor: ELEVATIONS.I · 1 ·0.,f-F.3 Al A CONNECT SYSTEM GROUNE»- CONDUCTOR TO GROUNDING LUG INSIDE OF POLE HANDHOLE GRD PER NEC 250-50 POLE BASE COVER N0 .HANDHOLE COVER PVC ENDBELL LI- 1=111; i ;111=1 b. t. b. b. b. 3 . 1.6 C.6 1.' 120.7 NO'1324" WS O ' WP WS \AlipVERIFY W/ r GROUND CONDUCTORARCHITECTTO REBAR IN POLE BASE GROUTED BASE-NON SHRINK ANCHOR BOLTS SUPPLIED w/POLE / 1=11 1=111 11=1117 -7 f cut W j 1,1 5.9 t.6 D.0 I b.1 b.O 6.0 5.0 13.5 5.4 5.0 . 3.1 b.0 t.7 5.1 5..0 1.6 1.0 5.1 5.1 .1 b.i -111 1 lEil'EZ' 1 1 MIN.WS,9 \X\\PER 9 NI/ MPMALT AS REQUIRED FOR 100 MPHWIND LOADS AND FOR THE LOCAL SOL CONDITIONS. Lj 2.' 1 - PVC SCH 40 CONDUIT HANDHOLE COVER 3 z CONCRETE POLE BASE--3000 PSI ASF·IALI - WITH 4#/4 VERTICAL REBARS &#2 REBARTIES@12 12 5.1 0 22) 2.€ 0 12.6 '2.1 1.6 1.3 1.1 t.4 5.2 2% 2.5 j.6 1.8 b.4 b.2 .6 4- -+ 1 1.1 %.5 1.9 . r b.4 b.3 4.9 6.7 5.21 1.1 L * i & i h. hi b 1 & 1 ' · 1 3,0 b.c 1 . /ASPHALI 1= WS < CMWS F- 12· MORE IN DIAMETER THAN THE- BOLT CIRCLE DIAMETER OF THE POLE AS THE MINIMUM DIAMETEROF THE4POLE BASE. >.9 1 IXFMRI 1.3 52 6.13 POLE BASE DETAIL TYPE'AA1'LA-AJ SCALE: NOT TO SCALE Cent.t. 9-7 + N 96'oddo 5.1 5.1 11 PEOPLE TEAM A INVESTMENT, LLC Wr 130.36 %1 6.1 t].1 b.i b.1 b.1 0.1 4PHALT 9275 Fox Fire Drive Highlands Ranch, CO 80129 0.1 b.0 5.0 5.0 b.o Revhns: lili 4%(n 11 ISSUED FOR PERMIT 06.28.19 2ND SUBMFITAL 11.26,19 PHOTOMETRIC PLANSCALE: 1"=20'-0'· EXTERIOR LUMINAIRE SCHEDULE MANUFACTURER MOUNTINGFIXTFINISHLAMP DATA LAMP WATTS TYPE NAME CATALOG NUMBER METHOD All HUBBELL MARRON - CL1 -A-60LU-4K-4-DI-BC DB LED 135 POLE 'iNP HUBBELL GEOPAK • TRP 1.12L»3K/-3-U·DB·E DB LED 28.2 SURFACE WS VIA LIGHTNG AVATAR - OW1335-L3OK·H-MVOLT-BRINZ BRNZ LED 29 SURFACE MTG DESCRIPTION VOLTS HEIGHT SELE HEAD TYPE / DISTRBUTION POLE 18'-0 UNVFITIRE WITH BACKLIGHT CONTROL 9%WALL PACK WIH 90 MIl. BATTERY BACK·UP UNV 9-0 DECORATIVE WALL SCONCE UNV Calculation Summar Label OVERALL CALC GRID PROPERTY LINE PARKING AREA CalcType Units Avc Illuminance Fc 1.2 Illuminance Fc 0./ Illuminance Fc 2.( Max Min Avg/Min !9 9.4 0.0 N.A. I2 1.8 0.0 N.A. )9 5.2 0.1 20.90 Max/Min N.A. N.A. 52.00 No. Description Date PrOiect No.:19-008 Drawn By:AV Rev'iewed By JCAA Scak?AS NOTED Date:11.18.19 F'laname: Sheet rid PHOTOMETRIC PLAN . Sheet #: JCAA I 4100 Wadsworth Bia 8 7 of 7 Wheat Rkge. CO 80033 w p 303·985.3260 4 ©G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED 76 Xcel EnergySM PUBLIC SERVICE COMPANY Right of Way & Permits 1123 West 3rd Avenue Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile: 303. 571.3284 donna.1.george@xcelenergy.com September 16, 2019 City of Wheat Ridge Community Development 7500 West 2gth Avenue Wheat Ridge, CO 80033 Attn: Scott Cutler RE:Kipling Ridge Lot 2, Case #s WSP-19-06 and WA-19-03 Public Service Company of Colorado's (PSCo) Right of Way & Permits Referral Desk has determined there is a possible conflict with the above captioned project. Please be aware PSCo owns and operates existing underground electric distribution facilities including a manhole along West 38th Avenue in the area of the proposed retaining wall. These facilities are requested to be shown on the plans, and are not allowed beneath the wall. The property owner/developer/contractor must complete the application process for any new natural gas or electric service, or modification to existing facilities via xcelenergy.com/InstallAndConnect. The Builder's Call Line is 1 -800-628-2121. It is then the responsibility of the developer to contact the Designer assigned to the project for approval of design details. Additional easements may need to be acquired by separate document for new facilities. As a safety precaution, PSCo would like to remind the developer to call the Utility Notification Center by dialing 811 for utility locates prior to construction. Donna George Right of Way and Permits Public Service Company of Colorado dba Xcel Energy Office: 303-571-3306 - Email: donna.I.george@xcelenergy.com West Metro Fire Protection District 433 S. Allison Parkway Lakewood, CO 80226 Bus: (303) 989-4307 Fax: (303) 989-6725 www.westmetrofire.org September 16, 2019 Scott Cutler Planner II 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2849 scutler@ci.wheatridge.co.us Re: WSP-19-06 & WA-19-03 Referral - Kipling Ridge, Lot 2 (10040 West 38th Avenue) Dear Mr. Cutler, This property is within the West Metro Fire Protection District (WMFPD). Fire service will be provided as long as provisions of the International Fire Code, 2012 edition, including amendments, are met in development. The existing fire hydrants are acceptable for meeting the required fire flow. The parking drive aisle must be at least 24' wide to ensure adequate access to all units. The proposed walls, grade, and landscaping complicate direct access from both West 38th Avenue and the private drive to the west. Elevations must be shown from the lowest level of fire apparatus access. Elevations from the finished floor do not account for the actual building height. Building plans must be assessed by WMFPD to detennine fire code required fire protection features. Permits are required from the fire district for core and shell, tenant finish, all work on automatic fire protection systems, all work on automatic fire detection systems, solar photovoltaic systems, radio amplification, underground fire line and for the storage ofhazardous materials. WMFPD reserves the right to provide additional comments/requirements at the time when plans are submitted and reviewed per applicable codes and amendments. If you have any questions contact me at 303-989-4307 extension 513 or e-mail: bkral@westmetrofire.org. Respectfully, Bruce Kral Fire Marshal "Whatever It Takes"... To Serve ONSOLIDATED mutual water September 17, 2019 City of Wheat Ridge Planning Department Mr. Scott Cutler 7500 West 2gth Avenue Wheat Ridge, Colorado 80033 Re: WSP-19-06 & WA-19-03 - Referral - Wheat Ridge Dear Mr. Cutler, This letter will acknowledge receipt of your correspondence dated September 3, 2019, regarding the above referenced project. Please be advised that the property is in an area served by The Consolidated Mutual Water Company (Company). The property is not currently receiving domestic water from the Company. Domestic water service may be provided to the property subject to compliance with the Company's rules, regulations and requirements for such service. Have the owner/developer contact Kim Medina at (303)274-7420 for required meter forms and applications. Fire protection requirements should be verified with the West Metro Fire Protection District and those requirements forwarded to this office. At this time, it appears Company owned infrastructure will be required. A separate meeting will need to be held with the owner/developer to discuss water infrastructure. Please have the owner/developer contact our Engineering Department at (303)238- 0451. If you should have any questions or comments regarding this correspondence, please contact this omce. Sincerely, CA Bujita Casey Burtis, PE Project Engineer /HH CC:Bruce Kral, West Metro Protection Fire Marshall John Boyle, CMWCo President Kim Medina, CMWCo Tap Administrator Andy Rogers, CMWCo Vice President %\ Scott Cutler From:Kim Dahlin <kdahlin@westridgesan.comcastbiz.net> Sent:Tuesday, September 17, 2019 12:40 PM To:Scott Cutler Subject:RE: WSP-19-06 & WA-19-03 - Referral - Wheat Ridge Scott- In regard to this site plan, the Westridge Sanitation District has the following comments: l. WSD has the ability to serve this project as a service lateral was installed at a part of the Sprouts project. 2. The plan set does not show the sanitary sewer service connection so we cannot tell from where the proposed building is being served or if it is in the correct location. Thank you. Kim Dahlin Office Manager Westridge Sanitation District Phone 303-424-9467 / Fax 303-424-2628 kdahlin@westridgesan.comcastbiz.net From: Scott Cutler [mailto:scutler@ci.wheatridge.co.us] Sent: Tuesday, September 03, 2019 11:43 AM To: Kim Dahlin <kdahlin@westridgesan.comcastbiz.net> Subject: WSP-19-06 & WA-19-03 - Referral - Wheat Ridge Kim, The Wheat Ridge Community Development Department has received a request for approval of a site plan and variance at 10040 W. 38th Avenue (Case Nos. WSP-19-06 & WA-19-03). Please download the application documents using the following Dropbox link. Link: https://www.dropbox.com/sh/3kiv68b8cxmzw6/AADzrGiqTGyr-xVITF5fF0U48?dl=0 Comments are due by September 17, 2019; no response from you will constitute having no objections or concerns. Feel free to be in touch with any additional questions. Thank you, Scott Please note you will need Adobe software to view the application submittals. The latest version of Adobe Reader can be downloaded here: http://get.adobe.com/reader/ Scott Cutler Planner 11 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2849 1 ./ Fax: 303-234-2849 www.ci.wheatridge.co.us City or74 WheatRidge-'COMMUNITY DEVELOPMMT CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information. It is intended only for the use of the individual or entity named 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 from your computer, and any network to which your computer is connected. Thank you. 2 r City of99'-WheatRE]ge--/PUBLIC WORKS Memorandum TO:Scott Cutler, BlamaingfFeehnieian FROM:Dave Brossman, Development Review Engineer DATE:September 18,2019 SUBJECT:WSP-19-06 & WA-19-03 / Kipling Ridge Lot 2, 10040 W. 38th Ave. I have completed my 1St review for a request for approval of a site plan to build a one-story, 6,000 square foot multi-tenant commercial building at 10040 W. 38th Avenue received on September 3,2019, and I have the following comments: Drainage Conformance Letter: 1. No Drainage Conformance Letter and Drainage Plan ("DCL/P") was included with this submittal. A DCL must be submitted for review and approval prior to approval of the project design and Site Plan. 2. Please have them provide and signature and seal on the DCL/P with the next submittal. Site Development Plan: Sheet C-401 (Site Plan): 1. Regarding the proposed modular block wall along the west side, a modular block would certainly look better than a reinforced concrete wall, but it may be difficult to construct a modular wall in this constrained area. The design must take into account the building foundation, sanitary sewer line, and proximity of the adjacent sidewalk. 2. The following comments (shown in blue on the plan) are from Kelly Rosson, ADA Coordinator: a. Pertaining to the proposed stairs connecting the site to the existing public sidewalk along W. 38th Avenue, to be ADA compliant this needs to be a ramp. Landing (5'x'5'), ramp (toward the east), and then another landing (5'x5'). b. For the ramp to the building, the City follows CDOT ramp details; see attachment. 3. It appears from the site topography that the stairs to W. 38th may be eliminated and replaced by a short, ADA-compliant ramp. PW suggests taking a second look. 4. This may require input from the engineer, but is the proposed inlet to replace the three at the NW corner of the site? This needs to be clarified. 5. Note the following regarding the Unreinforced Modular Block Wall detail (and G3 needs to pass this information along to the firm designing the wall): a. Since it appears the wall face is proposed to abut the existing 5' detached sidewalk, include bond breaker between the block face and back of walk. Kipting Ridge-Lot2 SDP_Review-1.ltr.docx , 1 Public Works Engineering September 18, 2019 Page 2 b. No part of the wall, including the 'granular leveling pad', shall be placed under the existing public sidewalk. c. Please show the sidewalk in the detail. ' d. Place bond breaker between the block face and back of walk 6. If the Step Detail is for the connection to the public sidewalk along W. 38th, please have them replace this with an ADA-compliant ramp detail. Kipling Ridge-LoQ SDP_Review-1.ltr.docx City of37VVheatge/*- COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave.Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 September 18, 2019 Danny Baldwin Wallace Engineering 9800 Pyramid Court, Suite 350 Englewood, CO 80112 Mr. Baldwin: This letter is in regards to your application for approval of a site plan and landscape coverage variance at 10040 W. 38th Avenue on a site zoned Commercial-One (C-1). I have reviewed your first submittal and have the following comments. Please also refer to the redlined copies of the draft documents and the Public Works comments. General Comments 1. Comment Responses:Please use the provided Word file of this letter to respond to the subsequent comments and provide it as part of the second submittal. 2. Civil Construction Plans: These plans may be submitted as part of the second submittal. They should reflect any comments provided below in order to reduce the amount of comments on subsequent reviews. All documents (site plan, civils, and other requested items) should be submitted via email or Dropbox download at the same time. No hard copies will be required for future submittals until requested at time of final approval. Site Plan Sheet 1 - Cover Sheet 3. The Case History section should have the following cases: WSP-19-06 & WA-19-03 (this project), WSP-14-07, and MS-14-01. Remove the other text. 4. Remove "Development" from the title. This is not a term the City of Wheat Ridge uses. 5. Update the legal description to add "City of Wheat Ridge" between the subdivision name and Jefferson County. Same goes for the title block. The sub-heading of the title block can be reduced in size ifneeded. 6. Swap the text in existing zoning / proposed land use. Add "Contemporary Overlay District" to the zone district after C-1. 7. Add a Sheet Index with each page title. Add "Sheet X of X" in each page corner with the appropriate page numbers. 8. Parking requirements: a. Interior spaces such as kitchens and storage reduce the floor area that is counted toward required parking, which would likely reduce the number of required spaces. However, because this is being constructed as a core/shell building, for the purpose of assessing parking requirements we use 90% of the gross finished floor area to calculate the parking requirements. That said, 25 spaces are required based on 90% ofthe 5,398.47 square foot www.ci.wheatridge.co.us k , figure shown on Page 2. Two of these spaces must be accessible, not in addition, as shown in the table. Refer to redlines. b. Four (4) bicycle parking spaces are required, in the form of 2 "u" racks. Additional comments on the bike rack design are provided below. 9. Add the owner's name under the signature line in the Owner's Certificate, and provide a blank after "20" for the year in case it is not signed or approved in 2019. 10. Many of the items on the cover sheet should not be included in the site plan set and may be more appropriate for the civil construction plans and/or building permit submittals. This includes: General, Erosion Control Notes, Temporary Erosion Control, As-Builts, Utility Locate, and Site Work and Grading. This frees up a lot of space on the cover sheet. Refer to redlines. Please also remove any items from the legend that are not shown on this document, for clarity purposes. 11. The building coverage and open space / landscaping section of the data table appear to be incorrect, and do not match the landscaping percentages on Sheet 3. Update these numbers and add a reference to the variance for the landscaping allowing the required percentage to be reduced to 12% from 20%. "Useable", "sod", and "hardscape" can be removed from this table since they are shown in better detail on Sheet 3 and don't provide much info here. Sheet 2 - Site Plan 12. Two "inverted u" bike racks are required which will provide 4 bicycle parking spaces. The location of the bike rack shown on the plan would potentially block the sidewalks if the rack is occupied. Move the location of the rack just to the south ofthe building, or to the north side of the building between the fa™le and W. 38th Avenue. The proposed bike rack design needs to be changed to an "inverted u" rack design; see comment #27 below for Sheet 6. 13. Add the dimension of the drive aisle on the north side. 14. The finished floor area of 5,398.47 sf is different than the 6,000 sf shown on the cover sheet and in the narrative letter. Make sure all finished floor areas match. 15. The dimensions of the parking spaces are too wide. Standard spaces are 8.5 feet wide, not 9 feet. It may be possible to fit an additional space if they are reduced to 8.5 feet, or additional landscaping thereby reducing the variance request. 16. The parking space in the southeast corner looks undersized and may interfere with the entry and 22 foot wide drive aisle. Remove this space or revise the geometry of the curb. 17. Consider adding a small patio space on the north side between the building and W. 38th Avenue. The Architectural and Site Design Manual (ASDM) encourages areas of congregation such as outdoor eating/patio areas which can count toward the minimum required landscape area. This will greatly enhance the streetscape, better activate the street, and provide a usable break and/or dining area for customers and tenants. It appears that the patio at the neighboring Starbucks is well-utilized. The patio design should be incorporated with the ADA compliant ramp requested by Public Works in their comment letter, also attached. 18. The proposed condition on the west side-a sidewalk, retaining wall, sidewalk, building face- results in a poor street presence. If possible, reduce the width of the back-of-house sidewalk (while still meeting ADA requirements) to allow for a buffer between the public sidewalk and retaining wall for landscaping. Feather Reed Grass can be added in this area similar to what is proposed along 38th Avenue. We understand there are topography constraints with this site, but it is worth exploring different grading approaches to the site so the duplicate sidewalk isn't required or the northern two tenant spaces can be accessed differently. Reconsidering the design/grading of this frontage would result in a more appealing streetscape including the potential for additional Case No. WSP-19-06 & WA-19-03 /Kipling Ridge Lot 2 2 landscaping or direct connections from back-of-house to the public sidewalk as opposed to a ramp/retaining wall. The building dimensions may also need to change slightly. Sheet 3 - Landscape Notes and Details 19. City Code requires mulch depth to be 3 inches, not 2. Update General Landscape Note #1. 20. If a patio is added, the "non-living" landscaped area will increase. It appears that sod was not included in the "living" percentage which would put what is shown closer to 85%. Even with the addition of a patio the "living" percentage would still be over 65%. Staff is supportive of adding a patio and it would not affect the variance application. Sheet 4 - Landscape Plan 21. If you do add a patio between the building and 38th Avenue, the two trees should be relocated to the west. 22. If the southeast parking space is removed (per comment #16), add additional shrubs in this area. Sheet 5 - Architectural Elevations 23. The faga(les as proposed do not comply with the material and/or transparency requirements in Chapter 4.1 of the ASDM, which applies to this project. Staffcannot recommend approval of the project until changes are made to comply with the requirements in Chapter 4.1. The west faQade in particular is insufficient. 24. Transparency must be added on the west faGade since it faces a public access drive and will be highly visible from 38th Avenue. As shown, this faGa(le is 0% transparent. Knowing this is back- of-house, window treatment may be proposed to provide privacy, but it must be interior mounted and limited to solid, dark colors. Plan for tempered glass, if needed. Refer to Chapter 4.1, Section C of the Architectural & Site Design Manual (ASDM). 25. Per Section 4.1 ofthe ASDM, EIFS may be used, but cannot exceed 25% of any faade, and may not be utilized below the height of 8 feet on any faQade facing a public street or publicly- accessible space. a. On the north elevation, EIFS must be removed from the outlined area. Refer to redlines. b. On the east elevation, EIFS must be removed from the outlined area. Refer to redlines. c. On the west elevation, EIFS may not be located adjacent to the ground. Carry across the modular brick and/or reconfigure with other materials or windows. d. Add a chart with the square footages and percentages of EIFS on each fawle to demonstrate compliance with the ASDM. At a glance, the north, west, and south faQades currently violate the 25% maximum. 26. It is unclear whether rooftop mechanical equipment is included. All rooftop equipment shall be screened with a parapet wall or similar device that is at least as tall as the item being screened. If the equipment is being added at time of building permit, ensure that the building design as proposed will accommodate screening where necessary. Provide evidence of sufficient parapet height or other screening approach. Sheet 6 - Site Details 27. The bike racks need to be "inverted u" racks per the City standard, which function better than the bike racks proposed. An example detail is provided on the following pagd. Case No. WSP-19-06 & WA-19-03 /Kipling Ridge Lot 2 3 / NOTE. FHAL FID, l.%/"L Al© cOLOR Sa-EGTED Ir I)*m&#6-*;'0:I'#=T RilmD W IkE. PIEP P.9 TOP VIEN PREFHNED IETAL 1312 RACK 1 0 L 11 U S.#4ACC ORNDE 1 FROff VIEM RIGHT E IE}4 rn TYPICAL BIKE RACK DETAIL \25/ SGALE, 10·=1··0· Sheet 7 - Photometric Plan 28. Mounting heights for freestanding lights are limited to 18 feet in commercial developments, per Sec. 26-503.C.8. Reduce the height to 18 feet and update the luminaire schedule and pole detail. 29. Freestanding lights appear to be a different model than the lights on the Starbucks property. Given that this will appear to function as a unified development, change to match or provide evidence that they will be indistinguishable. The Starbucks lights are Spaulding LTG CL1-A-60LU-4K- 5W-XX at 140 watts mounted at a height of 18 feet; similar but not quite the same. Sheet 8 - Lighting Cut Sheets 30. Provide the cut sheets as separate 8.5" x 11" exhibits and remove from the site plan set. Submit as a separate PDF document with the next submittal. Make sure alllighting types are clearly displayed on the cut sheets (AA1, WP, and WS). 31. Confirm light "WS" is cut-off and downcast. For future consideration 32. Sismage: Site signage will require separate permits and will be reviewed against the Master Sign Plan for Kipling Ridge. Wall signs are permitted on all four facades, and the Master Sign Plan (attached) discusses the allowed square footage on Page 5. The site plan does not need final signage designs. The sign contractor should coordinate with the City on submittal requirements and what square footage is allowed on each faGade. 33. Landscape Variance:Staff is able to recommend approval of the landscape variance notwithstanding the public comment period. A large portion of the property is dedicated to the access drive on the west and south side which cannot be developed or modified. This is uncommon because normally private drives are platted as separate tracts. Once the site plan is approvable, a variance report will be sent to the Community Development Director for review and approval. Contact me to coordinate retrieval of a sign for the 10-day public comment period. The application was also sent on referral to other City departments and outside agencies. Attached are the comments that were received. Wheat Ridge PubUc Works: See attached letter and redlines from Dave Brossman, dated September 18,2019. Ofparticular notes are comments related to ADA compliance and the retaining walls. H/heat Ridge Building Division: No comments at this time until plans are submitted for permits. Case No. WSP-19-06 & WA-19-03 / Kipling Ridge Lot 2 4 H/heat RidgeEconomic Development: Provided support ofthe project. Consolidated Mutual Water District: See attached letter from Casey Burtis, dated September 17, 2019. Upgrades to infrastructure may be required as the property does not currently have water service. Coordinate with the district directly regarding water service and utility plan review, and to set up a meeting to discuss water infrastructure; the City will not need to be in attendance. Westridge Sanitation District: The district can serve this project. The plan set does not show the sanitary sewer connection so they cannot tell where the building is being served or if it is in the correct location. Please coordinate with the district regarding service. Utilities do not need to be shown on this site plan but should be coordinated directly with the district. West Metro Fire Protection District: See attached letter from Bruce Kral, dated September 16, 2019. The retaining walls prevent direct fire access from 38th Avenue and the western private drive. Xcel Energy: See attached letter from Donna George, dated September 16,2019. I believe that the manhole she is referring to is actually in the public right-of-way so unless the sidewalk is being disturbed that comment is not relevant. Please coordinate with the district regarding service. Comcast: No comments. Centug Link: No comments. This concludes the summary of comments. Please re-submit the site plan as a .pdf file and provide the civil documents with the next submittal. For questions or clarification on any comments, feel free to directly contact me or Dave Brossman. Sincerely, 41 V Scott Cutler Planner II CC:WSP-19-06 & WA-19-03 case files Sahn Ho (People A Team Investments, LLC) Case No. WSP-19-06 & WA-19-03 / Kipting Ridge Lot 2 5 h 'k4, r City of37 W heat Ridge- COMMUNITY DEVELOPMENT Community Development 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Ph: 303.235.2846 Fax: 303.235.2857 Community Development Referral Form Date Mailed: September 3, 2019 Response Due: September 17, 2019 The Wheat Ridge Community Development Department has received a request for approval of a site plan and variance at 10040 W. 38th Avenue. No response from you will constitute having no objections or concerns regarding this proposal. Case No.: WSP-19-06 & WA-19-03 / Kipling Ridge Lot 2 Request: The applicant is requesting approval of a site plan to build a one-story, 6,000 square foot multi-tenant commercial building at 10040 W. 38h Avenue. The property is in the Kipling Ridge Shopping Center (Lot 2) and is currently vacant. It is located to the north of the Sprouts' parking lot and west of Starbucks. No changes are proposed to the existing access points to Kipling or 38th Avenue, and a cross-access easement is proposed with the adjacent Starbucks. Parking will be located to the east of the building. The property is in the Commercial-One (C-1) zone district. The proposal is subject to review under the administrative site plan and variance process. 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: Scott Cutler Phone: 303.235.2849 Email: scutler@ci.wheatridge.co.us Fax: 303.235.2857 DISTRIBUTION: Consolidated Mutual Water District Westridge Sanitation District West Metro Fire District Xce! Energy Comcast Cable Century Link Wheat Ridge Public Works Wheat Ridge Building Division Wheat Ridge Economic Development Vicinity Map l; /0 1 1.-· 11"l 9 1 11• * I. t. M N .. .- 1 L--- KIPLING RIDGE, LOT 2 7730 E../view. Suite' 1. EXTERIORFWISISCHEDULE [EiEEREE*EEE@EJEEEIEEREI 1 MATERIAL \ \PRIMARY STREET - W. 38TH AVENUE - WEST ELEVATION Elvloge CO 801 I 1LEEMEBEEMUNG-SPEET 1004 W. 38TH Ave. Wheat Ridge, Colorado 80033 HITECTURE L.In-TRANSPARENCY-C%)609660% E aFS: SW 7532 ·URBAN PurrY·BULDING-FACADEZSS.2SF Building Elevations architecture I planning I interiors CLEAR GLAaNG 143.8 SF L IBA UGHTING. OW 1335 ·AVATAR· GENERALSKILEMODULMABRJCE--1 1 PUBL/C SPACE · NORTH ELEVAT/ON BUiLDING ADDRESS· 3725 KIPLING STREET 1111 Seal: RUNNING BOND ·COLONIAL GRAIN· WITH CONCAVE MORTAR JOINTS * MATCHES INDICATED TO 1/2» RECESSED TOTALPANS*XECY-NG)-30%86.4% MC METAL CAP MATCH FINISH COLOR TO SW 7073 ·NETWORK GRAY· BUILDING FACADE 604.8 SF CLEAR GLAZ1NG 401.3 SF Pl | | PAINT, SW 7068 •GRIZZLE GRAr p2 | PAINT, SW 7532 IRBAN PUTrr A | | FABRIC AWNING ·BLACK· -| STEEL RAIUNG, PAINT,A Project for: SW 7068 ·GRIZZLE GRAY· C PRECAST CONCRETE CAP,·NATURAL CONCRETE COLOR' | STOREFRONT:CLEAR ANODIZED ALUMINUM STOREFRONT DOORS:RAILS AND POLE HANDLES CIOGLAZING:·LOW e CLEAR GLASS INSULAnNG UNITT ALL BUILDING MOUNTED UTILITY EQUIPMENT WILL BE LOCATED BEHIND METAL SCREEN WALL AND BE PAINTED TO MATCH ADJACENT EIFS COLOR.M'gl /10 O/ E 1 R 1 iva 06 N 2-0/ 0 0 1- - Z O Fil I MCI 1 El Fil E E CA v ey.e 5 EE®31 LEI E E E EE $ €)L4 LHE 71-0 1 1 I ™SCONCE WU WALL WALL WALL WALL III ScioNCE SCONCE SCONCE T.O. PARAPET 1 1 1 1 1 1 1 1 /'-r-' 1 111 1 11 ELEV. 122'4 AFF -647-T.O. PARAPET ELEV. 120'-0· AFF T.O. PARAPET ELEV. 119'·0' AFF ELEV. 120'-0' AFF _il T.O. PARAPET 7 ELEV. 119'-e AFF d) B.O. CANCOPY 7 ELEV. 1 0·-0' AFF 6 T.o. CONC.CAP ELEV.103-7AFF .r FINISH FLOOR ELEV.MAFF S ISI S B C C B P2 C B D M 1 = B.O. CANOPY -1- 1 - ¢ELEV 110-0- AFF k ..82.-2!EPYELEV. 110'4 AFF ZONEOF TRANSPARENCY .taiP .9777-TH-77177- ' ' -T.O. CONC. CAP Client: ELEV. 1039 AFF FINISH FLOOR- _ ANISH FLOOR PEOPLE TEAM A ELEV. 100'4 AFF 1 ·21..... 1,A=-aA-* ...............' .,=2.4-- ==-L= 1.ELEV. 100'-0' AFF INVESTMENT. LLC1 1 P21 LEI LEIIC I1-ril 9275 Fox Fire Drive Highlands Ranch, CO 80129NORTH ELEVATION El [ El 3 Q WEST ELEVATION -3 -SCALE: 1/8' = '-O'Revisions: 7 SCALE: 1,8' = 1 -0 ISSUED FOR PERMIT 06.28.19 - - 0/ \AU-l? -ag, 7 59, 0% 99 4-'' 049 '' D o k Aer*'4 / 10* 4441 4 ,6/2 Cs€,'+4 -4'l« -accxck 40 Fok 9 f vt .-Co c=0 <2-*W< .- Ck' -.f---*1 (I T.O. PARAPET ELEV. 119-0· AFF E MC MC L L B t-1 41 S LL f ff T.O. PARAPET ELEV. 120•4 AFF F h T.O. PARAPET -aptri//AFF- No.Description Date Projecl No.:19-008 Drawn By: J L Reviewed By:SH Scale:AS NOTED Dater 06.28.19 B.O. CANOPY B.O. CANOPY r--1 f r-- 1 IL.11*2 4 B.O. CANOPY ELEV. 110'-0· AFF ELEV. 110'-0· AFF 1 17 E-Pr--Pr-Z-T--Pr--11 Mll - u ELEV,1-*AFF- 4 Filename: Sheel Title: T.O. CONC. CAP -T.O. CONC. CAP ELEV. 103'-0 AFF ELEV. 103'·0· AFF FINISH FLOOR -FINISH FLOOR ELEV. 100'4· AFF ELEV. 100'-0· AFF P1 B MC L S Ill S ILI ZONEOF a TRANSPARENCY 91 21 . FINISH FLOOR '-EG.i6**1*- BUILDING ELEVATIONS C-) SOUTH ELEVATION Sheer #:LEr-SCALIB-1*IE-(D--2&51=paTION A-201 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED 000 0 0 0 0 1 I Pl I '91 IF L L to i BiICI i B i,P2, GENERAL: CONDUCT SITE CLEARING OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS.STREETS,WALKS AND OTHER ADJACENT OCCUPIED OR USED FACILITIES DO NOT CLOSE OR OBSTRUCT STREETS.WALKS, OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. STREETS AND ROADWAYS SHALL BE THOROUGHLY CLEANED AND/OR SWEPT ON A DAILY BASIS OR MORE FREQUENTLY AS REQUIRED BY THE GOVERNING AUTHORITY. RESTORE DAMAGED tMPROVEMENTS TO ORIGINAL CONDITION AS ACCEPTABLE TO PARTIES HAVING JURISDICTION. THE CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES IN ACCORDANCE WITH LOCAL AUTHORITIES. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH THE SPECIFICATIONS, l'¥ 5 Wo vi1 AtA R'U°,3.bD 40040 W. 38TH AVENUE r=»rolGreenwood v Ikage CO . / 7730 E Belev,ew Sule 150 SITE DEVELOPMENT PLAN .--CHITECTURE-7-1 LOT 2,architecture I planning I interiors MVG MARKETPLACE SUBDIVISION FILING NO. 1 Seal: COUNTY OF JEFFERSON, STATE OF COLORADO.LEGENDTEMPORARY EROSION CONTROL: UNLESS SPECIFIED OTHERWISE, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CITY OF WHEAT RIDGE STANDARDS, COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT STANDARDS AND COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND/OR THE APPROPRIATE LOCAL AUTHORITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS. PERMIT FEES. LICENSES, LICENSE FEES, AND TAP FEES, ETC. ALL ELEVATIONS IN PAVED AREAS ARE TOP OF FINISHED PAVEMENT UNLESS OTHERWISE NOTED. RELOCATION OF ANY UTILITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE PROVISIONS OF THE APPROPRIATE UTILITY COMPANY AND/OR REGULATORY AGENCY, CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM ENGINEER BEFORE ANY UTILITY RELOCATION. NO DIMENSION MAY BE SCALED. REFER UNCLEAR ITEMS TO THE ENGINEER FOR INTERPRETATION, UTILITY LOCATE: ALL CONTRACTORS SHALL NOTIFY UTILITY COMPANIES AND GOVERNMENT AGENCIES IN WRITING OF THE INTENT TO EXCAVATE NO LESS THAN 72 HOURS PRIOR TO SUCH EXCAVATION (EXCLUSIVE OF SATURDAYS, SUNDAYS AND HOLIDAYS) AND CALL COLORADA 811. EXISTING UTILITY LOCATIONS SHOWN SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. LOCATIONS OF UNDERGROUND UTILITIES ON THESE DRAWINGS ARE APPROXIMATE ONLY AND BASED ON ACTUAL FIELD LOCATIONS OF VISIBLE STRUCTURES AND PLAN COMPUTATIONS. ALL DISTURBED EARTH SURFACES WHICH ARE NOT PAVED OR BUILDING PADS SHALL BE LANDSCAPED OR REVEGETATED WITH A TEMPORARY COVER. DEPENDING ON THE ICES SHALL BE INSTALLED. 'TH OF 2 TO 3 INCHES AND IS PER ACRE) SHALL HER SUITABLE MEANS. ) BY TESTING FIRM. LES TO THE SLOPE TO MULCH SHALL BE USED ON ALL SLOPES GREATER THAN 5 PERCENT OR AS NEEDED. PLANTING SEASON, AS OUTLINED BELOW. PER PER 1000 PLANT TYPE ACRE SQ. FT. ANNUAL RYEGRASS 40 LBS.0 9 LBS ELBON RYE 2 BU.3 0 LBS. WHEAT 2 BU.3.0 LBS OATS 3 BU.2.5 LBS. SORGHUMS 60 LBS.1 4 LBS SUDAN GRASS 60 LBS.1 4 LBS PRIOR TO SEEDING. NEEDED EROSION CONTROL PRAC1 THE SUBGRADE SHALL BE LOOSENED EVENLY TO A DEF 10-20-10 FERTILIZER (10 LBS. PER 1000 SQ. FT. OR 450 LE BE MIXED WITH THE LOOSENED SOIL BY DISKING OR OT SOIL SHALL BE TESTED AND LIME TREATED IF REQUIRE[ SEEDS MAY BE DR]LLED OR BROADCAST UNIFORMLY. SEEDING IMPLEMENTS SHOULD BE USED AT RIGHT ANG MINIMIZE EROSION PLANTING DATE 09/05-11/30 08/15-11/30 08/15-11/30 08/15-11/30 03/01-09/15 04/01-09/15 ---- 660 ---· ---- 662 --- - 660 -DEPTH OF - 662 -SEEDING X - T -4 INCH - OE - 2 INCH G 2 INCH - 0 - 2 INCH - PUG -2 INCH -UT - 2 INCH - TVUG - - W - - SS - S - SF - LEGAL DESCRIPTION LOT 2, MVG MARKETPLACE SUBDIVISION FILING NO. 1. COUNTY OF JEFFERSON. STATE OF COLORADO. EXISTING MAJOR CONTOUR e EXISTING MINORCONTOUR O NEW MAJOR CONTOUR 6- NEW MINOR CONTOUR O FENCE TELEPHONE OVERHEAD > POWER LINE OVERHEAD 6 GAS LINEE m OIL LINE O POWER UNDERGROUND O TELEPHONE UNDERGROUND QD TV UNDERGROUND * WATER LINE SANITARY SEWER LINE STORM SEWER LINE FLOW LINE DITCH SILT FENCE @ 0 El O1 6 0 ® BM BENCH MARK Al CO CLEANOUT BC DOWNGUY C EP EMERGENCY PHONE CLR FIBER OPTIC MANHOLE CJ FDC FIRE DEPT CONNECTION DB FH FIRE HYDRANT DIP GAS/OILWELL DGDI GM GAS METER DO LP LIGHT POLE DS POWER MANHOLE EJ POWER POLE EL PB PULL BOX FF SANITARY MANHOLE FG STEAM MANHOLE FL STORM MANHOLE HB TELEPHONE MANHOLE HDPE TPED TELEPHONE PEDESTAL IJ XFMR TRANSFORMER PAD IRR VALVE IST WH WATER HYDRANT LF WM WATER METER WATER WELL -///T---7At:.1/Rilvi THE AREA SHALL BE WATERED DAILY OR AS OFTEN AS NECESSARY TO MAINTAIN ADEQUATE SOIL MOISTURE UNTIL THE PLANTS EXCEED 1 INCH IN HEIGHT. PERMANENT EROSION CONTROL PRACTICES: RE LANDSCAPE AS-BUILTS: THE CONTRACTOR SHALL KEEP ON SITE A CURRENT SET OF THE APPROVED CONSTRUCTION WORKING DRAWINGS AT ALL TIMES. THE CONTRACTOR SHALL MARK (IN RED INK) ALL APPROVED CHANGES INCURRED FOLLOWING CITY APPROVAL OF THE INITIAL DRAWINGS. THESE CHANGES MAY BE INITIATED FROM FIELD CONDITIONS OR CHANGES MADE BY THE DESIGN ENGINEER OR THE CITY ENGINEER, EXCEPT FOR MINOR FIELD ADJUSTMENTS, ALL CHANGES SHALL BE REVIEWED AND AGREED TO BY THE DESIGN ENGINEER AND THE CITY ENGINEER PRIOR TO FINAL APPROVAL OF THE PROJECT. THE CONTRACTOR SHALL SUBMIT THE WORKING DRAWINGS TO THE ENGINEER OF RECORD (DESIGN ENGINEER) AFTER FINAL INSPECTION OF PROJECT TO SERVE AS A BASIS FOR DEVELOPMENT OF FINAL AS-BUILT RECORD DRAWINGS AREA INLET OHD BACK OF CURB PAVT CAST IRON PE CLEAR PVC CONSTRUCTION JOINT R DRAINAGE BASIN RD DUCTILE IRON PIPE RrN DOUBLE GRATE CURB INLET RCP DOOR OPENING RJ DOWNSPOUT SGDI EXPANSION JOINT SF ELEVATION SJ FINISH FLOOR TC FINISHGRADE TG FLOWLINE TJ HOSE BIB TOF HIGH DENSITY POLYETHYLENE TP ISOLATION JOINT TR IRRIGATION TS INLETSEDIMENTTRAP TVV LINEAR FEET UNO .tr-,5 rp-1 1 1 ·i '. OVERHEAD DOOR PAVEMENT POLYETHYLENE A Projectfor. POLY VINYL CHLORIDE RADIUS ROOF DRAIN RIGHTOFWAY REINF CONCRETE PIPE RESTRAINED JOINT 00 SINGLE GRATE CURB INLET SQUARE FEET 06 C\1SAW JOINT TOP OF CURB TOP OF GRATE TOOLED JOINTTOP OF FOOTING -- TOP OF PAVEMENT Z af TOP OF RIM <2TOP OF SIDEWALK TOP OF WALL Z .2UNLESS NOTED OTHERWISE Ill m 1-2 52 D y SITE WORK AND GRADING: ALL FEATURES OF THIS PROJECT INCLUDING, BUT NOT LIMITED TO. SIDEWALKS AND CURB RAMPS SHALL COMPLY WITH THE AMERICAN DISABILITIES ACT (ADA) ACCESSIBILITY GUIDELINES, AND THE INTERIM FINAL RULES FOR PUBLIC RIGHT-OF-WAY, PUBLISHED IN THE FEDERAL REGISTER, SEPTEMBER 2010 WHERE SPATIAL LIMITATIONS OR EXISTING FEATURES WITHIN THE LIMITS OF THE PROJECT PREVENT FULL COMPLIANCE WITH THIS ACT, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER UPON D]SCOVERY OF SUCH FEATURES. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ASPECT OF THE WORK WHICH IS NOT IN FULL COMPLIANCE WITH THE ADA WITHOUT PRIOR, WRITTEN PERMISSION FROM THE ENGINEER ANY WORK WHICH IS NOT PERFORMED WITHIN THE GUIDELINES OF THE ADA. FOR WHICH THE CONTRACTOR DOES NOT HAVE WRITTEN APPROVAL, SHALL BE CORRECTED AT THE CONTRACTOR·S EXPENSE CROSS SLOPES FOR SIDEWALKS SHALL NOT EXCEED 1 50 RAMP SLOPES SHALL NOT EXCEED 1:12 GRADES EXCEEDING 5% WILL BE TREATED AS A RAMP SLOPE CASE HISTORY COMMERCIAL. PRIMARY,PW12 CITY CERTIFICATION APPROVED THIS DAY OF , BY THE CITY OF WHEAT RIDGE, ATTEST COMMUNITY DEVELOPMENT DIRECTOR Irs• .7'Flu7.. 1 .: 4 1.:i .1.'.--aw. 38TH AVE 01-1= 1,7 7. 47 A .1 /1.Le ,(, '•. iylf.i Sin " PROJECT SITEE ,„ Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions Z iii •·,, FINISHED SUBGRADE SURFACE SHALL NOT BE MORE THAN 0.1 FEET ABOVE OR BELOW ESTABLISHED FINISHED SUBGRADE ELEVATIONS AND ALL GROUND SURFACES SHALL VARY UNIFORMLY BETWEEN INDICATED ELEVATIONS. FINISHED DITCHES SHALL BE GRADED TO ALLOW FOR PROPER DRAINAGE WITHOUT PONDING AND IN A MANNER THAT WILL MINIMIZEE EROSION GEOTECHNICAL: SEE GEOTECHNICAL REPORT PREPARED BY VIVID ENGINEERING GROUP. INC. DATED FEBRUARY 13,2019. SURVEY: EXISTING TOPOGRAPHY IS BASED ON AN ACTUAL FIELD SURVEY PERFORMED BY COMPASS SURVEYING & MAPPING, LLC., DATED NOVEMBER 05. 2018. EROSION CONTROL NOTES: ALL EROSION CONTROL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE EROSION CONTROL PLAN AND CITY OF WHEAT RIDGE STANDARDS AND SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STABILIZED CONSTRUCTION ENTRANCE, AND FOR CLEANING OF VEHICLE WHEELS IN ACCORDANCE WITH THE CITY OF WHEAT RIDGE STANDARDS AND SPECIFICATIONS. SILT FENCES: PLACEMENT OF SILT FENCES SHALL BE AS SHOWN ON THE DEMOLITION & EROSION CONTROL PLAN. FENCING WHICH BECOMES DAMAGED SHALL BE REPLACED PROMPTLY. DEPOSITS OF SILT WHICH BUILD UP BEHIND DIKES MAY BE DISKED INTO THE SITE BEFORE PLACEMENT OF TEMPORARY COVER. AFTER TEMPORARY COVER IS PLACED OR AFTER LANDSCAPING COMMENCES, SILT SHALL BE REMOVED AND DISPOSED OF IN A MANNER APPROVED BY THE ENGINEER. STATE OF COLORADO COUNTY OF JEFFERSON THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF . A.D. 2019 BY WHITNESS MY HAND AND OFFICAL SEAL, MY COMMISSION EXPIRES NOTARY PUBLIC REQUIRE[ BUILDING COVERAGE OPEN SPACE/ LANDACAPING 20% USEABLE SOD HARDSCAPE PARKING (TOTAL) 29 27STANDARD ACCESSIBLE 2 BICYCLE 1 FLOOR AREA BY USE AREA COMMERCIAL 6000 SF ) PROPOSED 21% 79% 0% 9% 70%ENGINEER 29 WALLACE ENGINEERING 27 9800 PYRAMID COURT. SUITE 350 2 ENGLEWOOD, COLORADO 80112 PHONE: (303) 350-1690 CONTACT: DANNY BALDWIN, PE DEVELOPER - PEOPLE TEAM A INVESTMENT, LLC 9275 FOX FIRE DRIVE HIGHLANDS RANCH, COLORADO 80129 CONTACT. SAHN HO wallace OWNERS CERTIFICATE:-&.-ilt.,--/./* ¥*-beti--220/'-I-Il= THE BELOW SIGNED OWNERCS}, OR LEGALLY DESIGNATED AGENT(S)TOTAL AREA GROSS NET ' THEREOF. DO HERBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED 0.63 ACRES 0.63 ACRES -- -- HERON WILL BE DEVELOPED IN ACCORDANCE WITH THE RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN. AND AS MAY OTHERWISE VICINITY MAP BE REQUIRED BY LAW I (WE) FURTHER RECOGNIZE THAT THE APPROVAL EXISTING ZONING 6.000 SF MULTI TENNANT BUILDING SCALE: NTSOF THIS SITE PLAN DOES NOT CREATE A VESTED PROPERTY RIGHT.PROPOSED LAND USE COMMERCIAL-ONE (C-1) VESTED PROPERTY RIGHTS MAY ONLY ARISE AN ACCURE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF NO.Description Date LAWS. -€01QJUDO- 811 CAUTION NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THE LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES Wallace Engineering 5Iructural (0115ulant' Inc Struaufal and Crvil Consultants 9800 Pyramid Court, Suite 350 Englewood. Colorado 80112 303.350.1690,800.364.5858 Pcoject No.1975002 Drawn By MML Reviewed By:DWB Scale AS NOTED Date:07.25.2019 Filename: Sheet Title: GENERAL NOTES Sheet # C-101 © G) ARCHITECTURE 2018 ALL RIGHTS RESERVED 10040 W. 38TH AVENUE /%=91«1 7730'.Beeew Sulle' 150 G.eenwoodvlloge. CO.'11 SITE DEVELOPMENT PLAN HITECTUREA,Ri architecture I planning I interiors MVG MARKETPLACE SUBDIVISION FILING NO. 1 LOT 2, SEC 28, TOWNSHIP 3, RANGE 69, QSECTION NE.Seal: CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO WV -- ...·- ----- -i--·.----- wr - WEST- 38TH AVENUE-- ------- COMBINATION VAULT WN 2· METER AND 6- FIRE I:- 74 - , NOTE- MODULAR BLOCK RETAINING WALL SHALL BE DESIGNED BY MANUFACTURER VERSALOK OR APPROVED EQUAL. (DETAIL SHOWN FOR INFORMATION ONLY)AProjectfor: RETAINING WALL SHALL BE DESIGNED. SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF COLORADO CAP 0· TO 20· BUILD-TO-LINE --- CONNECT TO -'I . ..-.-:-- 1 - : _:, . EXISTING CONCRETE SIDEWALK ...3.5' MODULAR BLOCK RETAINING WALL A 1-m WM * TOW RE· ARCHITECT FOR COLOR XVIN.0-.*C \ ]MPERVIOUS FILL 06 CN N 89'1250" E /147,15 0317 THICK MIN .1. k CURB INLET DRAINAGE AGGM < mEEK 1- - 65 675 SF .9.-st ./ ./:./ Gl·£'. E 122- WIDE MIN EXISTING MONUMENT C . $11:ZED 0*s5,·566<f' il 27 -Z. 455--- 1\ %Le v.;74. = C- -1 CONCRETE STAIRS SIGN TO REMAIN r711 (3-·..Vft 41" DIA DRAIN PIPE#XETHALT - &33* WRAPPED W/FILTER FABRIC3 5' MODULAR BLOCK RETAINING WALL 0 OUTLET AT END OFI. 18.00' 5%»>R -\ Al©WALL OR AT 40' MAX 944 35 m f 1\\ j LANDSCAPEAREA 5. .,.' 0,00,0 .0,0,0 '00,0,0 "-0 , LU [I: 921190 SF O -31 · CONCRETE U=====-*""»"'0*"";;'""I-% EXISTING EARTH 1 1 r R. 3- 1 |/ SIDEWALK | GRANULAR LEVELING PAD 1- O 81EXISTING SIDEWALK t g - r ' ' 22 00' UNREINFORCED MODULAR -3MIN. 6 THICK „ LOT 1 BLOCK RETAINING WALL TO REMAIN 2_3 2 ADA PAR <ING |PARKING BUMPER / STARBUCKS SCALE. NTSi : 41 1 -LE_1 / (TYP) - -1 %24 P -' \7-11 1 CURB RAMP ' [2 740 § L.1-11 -- 1 - In & W ..1. I LY MIN 7 MIN1 \\\F-0 .-5 1 A -| FF=539847 ,ix. g ·6 3 %·CO r-11-=P\X1.0 R -N lam 11 11 01. Nx NOTE- PLACE RAILING AT EACH #4 NOSING 11 812 VI SIDE OF STEPS. RE· ARCH FOR8 Fo- - 25 0 - CONCRETE DRAINAGE FLUME 2' CLR EW - U-1 HANDRAIL MATERIALS ANDtCD < co 7 :b Z All COLOR.Client: / --3 1 PEOPLE TEAM AASPHALT -#4 AT 12"OC EW I ht. z 3 BIKE RACK . vi -INVESTMENT, LLC35" PREFORM EXP (T&8)RE ARCH - / JT FILLER W/9275 Fox Fire DriveTRASH\O JT SEALANT Highlands Ranch, CO 80129ENCLOSURE \ -RE: ARCH . . |6" AGG 3 Revisions, Oth 27 13' »_ 1, ECI STORM S N 013 5 DRAINAC 00 Oa 11' .' 18 00·j -1 2-4 CONCRETE CURB AND GUTTER CONNECT TO EXISTING • LK - CONCRETE CURB . 'UNDISTURBED St)1L /1 6.1 RE 6/COB 1 6*1.2 AkEA INLETS tldS·=n-= - ' i OR ENGINEERED FILL 1 1 70.02¢ ¥ 4 '...L /k J 2.·tn/14e ---11----.2--7 J.-- 1 : 1 LANDpCAPEREA / r 1 : NUMBER OF STEPSAND RISE, "R" 0 950 SFT, 1/. +>. ',2.21;7 4 /7 'VARIES RE: GRADING AND SITE 62 -'.21 VANS·, .- -·6b - CJ RAMP,gf-:FU-*-diif FXEURrr\- - -2 STEP DETAILp.%\It \61 1 'SMA'-1 : PLANS, "R" NOT TO EXCEED r| N 9000'00" W 130.36 SCALE- NTS \ LANDSCAPE AREA --- 190 SF1 5,0,-- |,--I NO Description Date 4 1 /1 0 Project No 19750024, 141 % :=4.% - 4- / ./. f.4--GO-£(Wupe 811 -0 DWB Drawnly MML Scale AS NOTED PAVING LEGEND GENERAL SITE NOTES ct*-.IIl"'.IR: *'L#9.Dale 07.25.2019 1 \ 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL MUNICIPAL wallace Filename: REGULATIONS AND CODES. WHICHEVER IS MORE STRINGENT.\ CAUTION Sheet Title: 20 0 10 20 40 80 i 1"=20' I ASPHALT PAVEMENT 2 ALL WORK AND MATERIALS SHALL COMPLY WITH O.S.H.A. STANDARDS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING SIDEWALK BUT NOT LIMITED TO. ALL UTILITIES. STORM DRAINAGE. SIGNS. TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH CONCRETE PAVING ALL COST SHALL BE INCLUDED IN BASE BID. 4. REFER TO LANDSCAPE PLANS FOR GRASS, TREES AND PLANTED MATERIALS NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THE LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES SITE PLAN Wallace Engineering St(UC'Mai Consultants, Inc Struct,•al and Civil Consultan' 9800 P rarmd Couit, Suite 350 Sheet # Englewood. Co:orado 80112 303 350 1690,800.364.5858 C-401 © 63 ARCHITECTURE 2018 ALL RIGHTS RESERVED KIPLING RIDGE, LOT 2 1004 W. 38TH Ave. Wheat Ridge, Colorado 80033 Landscape Plan 7730 E Belloview Suite A 150sde Greenwood Villoge Co 80 11 AECHITECTURE architecture I planning I interiors Seal. 210'™R REVIE- 00+ 3 -401 f A Projectfor: LANDSCAPE PLANT LIST SITE AREA CALCULATIONS GENERAL LANDSCAPE NOTES DECIDUOUS SHADETREES, 1 1 MATURE MATURE WATER S ZEN€ SYMBOL COMMON NAME BOTANICAL NAME SUNSHADE QTY HEIGHT SPREAD USE CONNION WEH 1,%*in Had*belry Cems occder*SGE 4350 Str 2 Ca..8&8 3 ORNAMENTAL TREES MATURE MATURE WATER SIZE AND --'-1 COMMON NAME BOTANICAL NAME SUNSHADE QTY HEIGHT SPREC USE CONDITION Prn=uer Ser:t, Gkgo 3.. tict. P·:abn Senty 35-40·12-15'Mgo,urn Su, 1 Prt S•,de 2' Cal.@&8 2 5™8[ PSG DESCRIPTION REQ LOT AREA - LANDSCAPED AREA:*12% NON-LIVING 35% LIVING 65% SOD 30% TOTAL ON-SITE TREES (3,295 SF / 1,000) x 1 3 TRI UIRED PROPOSED 27,456 SF , MIN. / 3,294 SF *12%/3,313 SF MAX.14% / 482 SF MIN.65%/ 2,138 SF MAX.21%/693 SF EES 5 TREES 1. ALL LOW PERENNIAL AND GROUNDCOVER PLANTING AREAS SHALL BE MULCHED WITH SHREDDED WESTERN RED CEDAR WOOD MULCH, AT A DEPTH OF 2'·. WEED BARRIER FABRIC IS NOT REQUIRED UNDER WOOD MULCH. 2. ALL OTHER PLANTING BED AREAS SHALL BE MULCHED WITH 1 -1/2" GRAY ROSE MULTI-COLORED RIVER ROCK, AT A DEPTH OF 31 INSTALLED OVER PERMEABLE WEED BARRIER FABRIC. DO NOT INSTALL EDGING BETWEEN WOOD MULCH AND ROCK MULCH AREAS. 3. SOD EDGER SHALL BE 14 GAUGE ROLLED TOP STEEL EDGING (DARK GREEN COLOR) IN THE LOCATIONS SHOWN ON THE PLANS. EDGER IS NOT REQUIRED WHERE SOD ABUTS CONCRETE. 4. ALL AREAS TO BE LANDSCAPED SHALL HAVE ORGANIC AMENDMENTS THOROUGHLY INCORPORATED INTO THE SOIL AT A RATE OF 5 CUBIC YARDS PER 1,000 SQUARE FEET, AND TILLED TO A DEPTH OF 6 INCHES. DECbuoiSHRUBS. MATURE MATURE WATER SUN,SHADE SIZEAND SYMBOL-COMMON NAME BOTANICAL NAME QTY HEIGHT SPREAD USE COND[TION(%(D A=D Ar* Fri Dogwood Corn=ser©:ea Arclc Pie 3-4·3-4 Med.r Adaobtie 5 Ggion Corl B LOP Lodense 4 Net LF/'T,u#e loderse·2-3 3-4'LN 9,!P#Sh=1e 5 Gaion Corl 9 OFS 37.Lo. FiagfaWS+,ac ds Mror™ka (1,0-Low 1-3 6.8 '061 Su- 5 Gat. Cort 5 GIS -okifyre Sorea Spfaeapf,cna Golilame'23 2.3 Med,r ;!7.Sh.e 5 Galon Sort 10 EVERGREEN SHRUBS MATURE MATURE MTER SIZE Ah[) SYMBOL COMMON NAME BOTmICAL NAME SUWSHADE QTYHEIGHT SPREAD USE COND[TION Bkie Pont Aln,pe·junfi ch ner - Bu Po nf 8-10· 6-8 Low Sun 'P//S'ade 5 (*n Cori 4 MMP M,-,0 Mup Pre Pnjmgo'Moli 2-3·2.3 L.N Sun'PID,ade 5 Gab Lort 11 BEY B.0Edle Yucce Yucce I,rerbsa B,ght Edge'2-3 2-4' La/Sun f Pa·19,ade 55010.Cort 10 BP TOTAL ON-SITE SHRUBS (3,295 SF /1,000) x10 33 SHRUBS 57 SHRUBS BUILDING SETBACK TREES (48 LF / 30) x 1 2 TREES 2 TREES STREET TREES (PROVIDED AS PART OF N/A N/A MASTER DEVELOPMENT) NOTE: 1) 8% DEVIATION FROM THE 20% REQUIRED LANDSCAPING PERMITTED VIA VARIANCE FROM CITY OF WHEAT RIDGE. 2) STREETSCAPE PLAN SHOWN WAS APPROVED PER CASE NO. WSP-14-01 3) AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL ON-SITE PLANTINGS. W 38TH AVENUE STREETSCAPE IRRIGATION AND PLANTINGS BY MASTER DEVELOPMENT PER THE SUBDIVESION IMPROVEMENT AGAEEMENT ASSOCIATED WITH CASE NO MS-14-01 5. ALL SOD AREAS, BED AREAS, AND LANDSCAPE AREAS SHALL BE FINE GRADED PRIOR TO INSTALLATION OF NEW Pl-ANT MATERIAL. ROCKS, WOOD, AND ANY MATERIAL LARGER THAN l' IN DIAMETER SHALL BE REMOVED FROM ALL PLANTING AREAS PRIOR TO SODDING AND PLANTING NEW MATERIALS. 6. EXISTING TURF. SHRUBS, TREES, AND PLANT MATERIAL TO BE REMOVED SHALL BE FULLY REMOVED FROM THE SITE, INCLUDING ALL ROOTS. 7. ALL LANDSCAPED AREAS SHALL BE WATERED BY A FULLY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 8. SOD AREAS SHALL BE ZONED SEPARATELY THAN BEDS, AND SHALL BE IRRIGATED VIA POP-UP SPRAY HEADS PROVIDING FULL (HEAD TO HEAD) COVERAGE. HEADS SHALL BE COMMERCIALGRADE WITH REPLACEABLE NOZZLES, PRESSURE REGULATORS, AND CHECK VALVES. 9. BED AREAS SHALL BE ZONED SEPARATELY THAN SOD AREAS, AND SHALL BE IRRIGATED BY INDIVIDUAL DRIP EMITTERS TO EACH PLANT. DRIP COMPONENTS SHALL BE COMMERCIAL GRADE RAIN-BIRD OR EQUAL POINT SOURCE EMITTERS, WITH ALL PLANTS RECEIVING IRRIGATION. Client· ¥ ORNAMENTAL GRASSES ..................P-**--19'll'll..... MATURE MATURE WATER SIZE AK SYMBOL COMMON NAME BOTANICAL NAME SUNSHADE QTY HEIGHT SPREAD USE CONOIT ION PRG Featle' Reed Glass Cal-0- acullk,ral</1 Foer-+5'18·24·LN Sun 1 Pal Snade 5 Gekn Cort 29 BBF Boulde-Bkie Fescue Grem Fe/ca gauca ·Boudef *8-17 610.Low 9 5 Galk,n Cort 7 PMS Flen (P/pie Malden] Gran M--'u. sren'$ p.pre'en'3-4·2-3 Md:# Sur S Galon Cor' 19 /'h PLANTING DETAIL FOR ALL TREES N,T.S. PLANTING DETAIL FOR SHRUBS, AND ALL (-1 CONTAINER PLANTS LARGER THAN 1 GALLONB J N.T.S PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions PERENNIALS VB SYMBOL-COMMONNAME BOTANICAL NAME CLIENT REVIEW 05.28.19 SDP SUBMITTAL 07.22.19 MAT URE MATURE WATER HEIGHT SPRE,00 USE SUN,SHADE SIZE AND SPACING QTY . 1.112U -l - DO NOT CUT LEADER PRUNE DAMAGED OR DEAD WOOD AFTER PLANTING AND STAKING KEEP CROWN SHAPE TYPICAL OF SPECIES 14 GUAGE GALV WIRE WITH 14 0 X 18- WHITE PVC PIPE ON EACH WIRE NOTE DO NOT PLANT ANY PLANT WITH ROOTBALL NOT IN CONFORMANCE WITH COLORADO NURSERY ACT REQUIREMENTS HOLD MULCH GRADE 1" BELOW EDGE OF WALK, EDGING OR CURB CONCRETE CURB. EDGING OR SIDEWALK CRH Comrad,Red Hy=sop Na-de 9*ssene'1518·12·15 Low Sun / art Shace 4· Pot/'36·OC 15 DVD D-!Yelow Da,14 H,rrerocak·Happy Ret,r 12.15 12·18-.01-Su·4·Pot'24· O.C. 10 LTS Lk TIA Curt k// LF'sae 317 18·24·Lolv Sur 4' Pot. 36'0.C. 18 - SPECIFIED TREE STRAP COLLAR, DO NOT TWIST 3 SET< , - PRUNE ALL DAMAGED OR DEAD WOOD- SPECIFIED POSTS. 2 EA 6/8· HT ALLIGNAS APPROVED KEEP PLUMB WITH TOPS EVEN. DRIVE 1/ INTO UNDISTURBED SUBGRADE OUTSIDE AFTER PLANTING AND MULCH!NG PLANTING PIT TREE STAKES LOCATED INSIDE WATERING SAUCER ON TREESGREATER THAN 3-CAL USE GUYS AS PER EVERGREEN TREES SOD 90 / 10 Fescue/Bluegrass Mix - WRAP ENTIRE SURFACE OF TRUNK UP TO BRANCHES WITH REQUIRED WRAPPING WHEN SPECIFIED REFER TO SPECIFICATIONS- SECURE @ TOP WITH DUCTTAPE. - SET SHRUB AT GRADE GROWN IN CONTAINER OR GROWN IN NURSERY. SET TOP OF JUNIPER·S ROOTBALL TO FINISH GRADE OF MULCH - APPLY SPECIFIED MULCH AT 3" DEPTH - O- AT TRUNKI- DEPTH SPECIFIED MULCH AT EDGE OF RING. INSIDE 4 WATERING SAUCER REMOVE SAUCER UPON SODDING/SEEDING IN IRRIGATED AREAS lUTUI@TrEt&[INitsl..._I]-[2 52[4[[gl 114[!tall BALL DIA + 24 1.-0 PLANT TREE 2-4· ABOVEE SURROUNDING GRADE LEVEL ON UNDISTURBED .0 SOIL SET TRUNK PLUMB _ - SCORE CONTAINER ROOTBALLS WITH SPECIFIED BACKALL MIXTURE ADMENDMENTS AS SPECIFIED IN TOP 1/ENCIRCLING ROOTS DEP™ - FIll PLANT PIT WITH SPECIFIED BACKFILL REMOVE ALL TWINE & WIRE FROM BALL. REMOVE WIRE BASKETS. INITIAL STABILIZING BACKFILL 1/3 DEPTH COMPACTED MIX SEE SPECIFICATIONS FOR COMPOSITION REMOVE CONTAINER. PLACE ROOTBALL ON UNDISTURBED PiT BOTTOM FOR ROOT BALL BASE UNDISTURBED SOIL BALL DIA. + 12" No.Description Date Project No.19-008 Drawn By:jG Reviewed By:MC Scale: Date:06.28.19 Filename: Sheet Title. Landscape Plant List & Details OUTDOOR -DESIGN GROUP-Sheet # WWW.ODGDESIGN.COM 200 3 bugne49 dsys" ac;:Mce Wo'e B ®. gra* <M 08€3'/1/ la, t.2 malung / ur,de groun¢ melte. 2/.ab OUTDOOR DUIGN GROUP. 1NC 56. WERSTERSTREET ARVADA CO 80002 (303)993 481 i L-101 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED 77. E Belleviow Suite A 150 KIPLING RIDGE, LOT 2 1004 W. 38TH Ave. Wheat Ridge, Colorado 80033 Landscape Plan <>eenwood Wloge. CO 801. ARCHITECTURE -1 architecture I planning I interiors Seal LANDSCAPE PLAN r >2\09--tfoorv f PROPERTY LINE 7 EXISTING COBBLE 1 WEST 38TH AVENUE SOD LAWN 1\\ASPHALT LANDSCAPE LEGEND (SEE SHEET Ll FOR FUU PLANT LIST;A Projectfor: STEEL EDGER 1- jl__-,1 - - F EXISTING STREET TREE -Z_ I nr\:SP»4\\ F EXISTING SOD LAWN \- L- , j IF?RIGAIONCONTROL · r15 EXISTING TREES TO REMAIN 06 N EXISTING MONUMENT SIGN 3-FRG - ROCK MULCH; 1 -1/2 GRAY . ROSE MULTI-COLORED RIVER ROCK, TYP. COBBLE: 5-10" NATURAL - GREY COBBLE,TYP PROPERTY LINE - EXISTING SIDEWALK WALL - 1 \ ROCK n 1,11 j, 11 i ->- rl - 9 \13--.-r2:29Trf 4014902/245 A 1.+ALT _ EXISTING ADJACENT MULCH J-.=2. --1 LANDSCAPING TO REMAIN ---- -=--AspiUrr---___ 3-MMP 347 / /- | 3-CRH -7 2-PSG ! / E i 1/1 8* W 8.34 Z . \ '4 02'3 -cl' wVi El -- BUILDING .4* PROPOSED- - 0 / L ith. ASPHKrh-_ - 5-BEY - 3-PMG (» L-- 5-BEY .- 5-GFS - 3-FRG U 4-FRG NX 1 -WEH 1-DFS n 5-PMG'4o i -- -=J 0 3-FRG ASF JAC' | FF=5398. 4- 64!5 -lrfix"R DECIDUOUS SHADE TREES 1- Z af ORNAMENTALTREES Z 5 Ill LL DECIDUOUS SHRUBS 1- 2 EVERGREEN SHRUBS 5* D M ORNAMENTAL GRASSES LARGE PERENNIALS Client: EXISTING LAWN TO REMAIN 241-59/INVESTMENT, LLC PEOPLE TEAM A ROCK MULCH - 5-MMP 6-PMG - TRANSFORMER 5-PMG 9275 Fox Fire Drive 2-DFS t' SOD Highlands Ranch, CO 80129 3-LTC - 3-LTC 1 -WEH 3-LTC Rewsions -7 CLIENT REVIEW 05.28.19 - EXISTING ADJACENT 5-1 SDP SUBMITTAL 07.22.19 LANDSCAPING TO REMAIN \\ 6=26'44'41" \ \ R=150.00 Nj 70.02 STEEL EDG LDk 3-14-UVVU SOD LAWN 10' DRAINAGE & UILITY EASEME, JT--13-1 li////2,>Q i- ROCK 6-LTC -/-MULCH ASPHALT 4-BPJ 311 / //IN 9000'00>W 130.36 ASPHAIT lili N 0" COBBLE No.Description Date 3-DWD (f 19-008Project No Drawn By: JG Reviewed By:MC Scale: Date:06.28.19 N Filename: Sheet TRIe 10 20 SCALE:1 40 '=20' Landscap Plan OUTDOOR -DESIGN GROUP-Sheet # WWW.ODGDESIGN.COM Ca# 3 M ess days / advance tebe you jt; Pale O *Mpate 'iw ¢.4- ..ark '19 I r./e. Cfv. rne·r·el :t• -#€ OUTDOOR DESIGN GROur. INCL 5690 WEASTE' STIET ARvAD' CO 80002 (303)993-4811 L-201 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED 7-CRH \ · GRASS ·CONT'%2 3-LOP KIPLING RIDGE, LOT 2 7730E 84-ew. kite A 150 EXTERORRISHSCHEDULE [GROUNESTOW-EVANONBRANSPARENCE-[-REQUREDPROWDED kreenwood *. CO 801 1 1 MATERIAL \ PRIMARY STREET W 38TH AVENUE WEST ELEVATION - LEEGADDRM:37251NGSREET 1004 W. 38TH Ave. Wheat Ridge, Colorado 80033-7-11 ReER CEMENT BOARD, MCHHA,- H!-FECTURE _J VINTAGE WOOD• BARK•LIOTALmANSPARENCYNeOz_EL-1 71 FIFS Sw 7532.U__BULLINGFICIDE'3a2SF Building Elevations architecture I planning I interiors CLEAR GLAZING 14a 8 SF L '.,SAUGHTING. OW 1335·AVATAR· --- PUBLIC SPACE NORTH ELEVATION Seal:- 1 GENERAL SHALE MODULAR BACK [-2*EADDIESS3725KIPLINGSTREETRUNIING BOND·COLONAL GRAIN WITH CONCAVE MORTAR JaNTS • HATCHES INDICATED TO 1/2· RECESSED TOTALTRANSPARENCY(%)1 30%84% BUILDING FACADE MC METAL CAP, MATCH FllISH COLOR TO SW 7073-NETWORK GRA'- 604.8 SF CLEAR GLAZING 401.3 SF AINT, SW 7068·GAZZLE GRAY 31__33-IN02"URBANPUTTF FABRC AWNNG•BLACK AProlect for:- STEEL RAIUNG. PAINT,SW 7068·GAZZLE GRAY PRECAST CONCRETE CAP, -NATURAL CONCRETE COLOFT S STOREFRONT:CLEAR ANODIZED ALUI,INUM STOREFRONT DOORS:RAILS AND POLE HANDLES GLAZING:·LOW e CLEAR GLASS INSULATING UNT ALL BLILCING MOUNTED UTIUTY EQUPMENT WALL BE LOCATED BE}·IND METAL SCREEN WALL AND BE PAINTED TO MATCH ADJACENT BFS COLOR. CD 06 al 03 1- - Z O p lILi W [GE] ® m.T.Z.27 1 LU mF F WALL WALL SCONCE SCONCE SCONCE SCONCE T.O. PARAPET ,, T. O. PARAPET T.O. PARAPET- La w/e Ma WALL ELEV. 122/ AFF -ELEV. 120·9 AFF 6 T.o.PARAPET T.O. PARAPET - -T- r i ELEV. 119-<J AFF D M B. 0. CANOPY *A 80. CANOPY 1 -I 1 1 ao. CANOPY ELEV. 110·0 AFF -- .-ELEV. 118¥*FR -ELiTii:¥*FF- ZONE OF TRANSPARENCY FINSH FLOOR I EV 100-0 AFF 1 T.O. CONC. CAP ELEV. 103·F AFF Flb,ISH FLOOR ELEV. 100-9 AFF 10 lEi] P1 IFI Pl I 171 Ill 4 T.a CONG CAPV1 ELEV. 103-/ AFF b ANSH FLOOR -ELEV-166¥AFF aent PEOPLE TEAM A INVESTMENT, LLC '12-1 Lb 9275 Fox Fire Drive Highlands Ranch, CO 80129 rn NORTH ELEVATION E 12.-1 11- 4 WEST ELEVATION Rev,gons: SCALE: 1/8- .1·-0 SCALE: t/Ef - 1· · 1 ISSUED FOR PERMIT 06.28.19 E MC E MC L L B F 1F C B S C B 3 33 0 B P2 MC P1 B MC L L k 0 S P2 S b T.O. PARAPET -ELEV.13*1AFF T.O. PARAPET T. O. PARAPET -/LEW-i-9-A/ ,7FLFV 119/ AFF No.Description Date Project No.19-008 Draw,1 By: J L Adewed By.SH Scele:AS NOTED Date:06.28.19 aO. CANOPY Ra CANOPY E- - - BOCANOPY ELEV. 110-0 AFF ELEV. 110-9 AFF -1-1T-T====r=rrr=-T 9 ELEV. 110·Cr AFF Flename: Sheet Tile B C S ZONE OF TRANSPARENCY T. O. CONC. CAP __TO:-99!1'§· CAP %-+-=+1}=-ELEV. 1031 AFF ELEV. 1034 AFF ANSI FLOOR - r -FINSH FLOOR 4, FllSH FLOOR BUILDINGt- - ELEVATIONSELEV. 1004 AFF ELEV. 10(74 AFF 9 ELEV 100-0 AFF S -SOUTHELEVATION Sheet #:6.riai»-Ey-e-1 SCALL/e-11 A-201C-) EAST ELEVAT ON ©G3 ARCHTECTURE 2019 ALL GHTS RESERVED 00 0 0 MC'F m 11414il ISI B ICI LEI LE_J EXTEFIOR FINSH SCHEDULE --r---MATEFIAL 71 | FIBER CEMENT BOARD, MCHHA, _ | VINTAGE WOOD•BARK• 712-12-IJITY KIPLING RIDGE, LOT 2 1004 W. 38TH Ave. Wheat Ridge, Colorado 80033 Site Details 7730E Ble4ew.Sllte A (50 kenwood'Aloge.(080111 DHITECTURE architecture I planning I interiors L VISA UGHHNG, OW 1335·AVATAR' Seal: GENERAL SHALE MODULAR BRCKRUNbING BOND·COLONAL GRAIN VITH CONCAVE MORTAR Ja NTS ' HATCHES INDICATED TO 1/2 RECESSED MC METAL CAP, MATCH MSH COLOR TO SW 7073NETWORK GRAY p1 | PAINT. SW 7068·GAZZLE GRAY PRECAST CONC CAP TRASH ENCLOSURE BACK VENEER, MATCH TO BULDING BRel< PAINT, SW 7532·URBAN PUTTY | | FABAC AWING·BLACIe POST, TYP. OF (4). 16· DIAMETER - +-4" STEEL PIPE 61 •GFIZZLE GRAY) - CONCRETEn i s-n2RRUNG,M, HSS ex£ GATE PAINT (SW #7068 A Project for:PAINTED "SAFETYFOOTINGR I i sw 7068·GAZZLE GRAY |YELLOVT PLAN C || -LCCONCCRREETTEECCOPLOFr J Mm 11 J .· T.9:1!ELREME@LAB -- O/ F[ FV REF aVIL -- 1 STOREFRONT:CLEAR ANOCIZED ALUMNUM \-HATCH TO BE INDICATED BACKS TO - STOREFRONT DOORS· RAILS AND POLE HANDLES BUMP 1/2 OUT FROM OTHERS , GLAZING:·LOW e CLEAR GLASS INSULATING UNT 4- STEEL PIPE FILLED -7 W/ CONC. - PAINTED \ ALL BUILDING MOUNTED un LITY EOUPMENT WILL BE LOCATED BE[IND METAL YELLOW SMOOTH fl-06 N SCREEN WALL AND eE PAINTED TO MATCH ADJACENT BFS COLOR TROWEL CROWN TOP C-) TRASH ENCLOSURE & RAMP ELEVATION3-EXLEiwi-- 4- STEEL PIPEE - PAINTED SAFETY b YELLOW- i 1- - 2» STEEL PIPE.E- PAINT 1--1 k| El 'llIl I , FINSHED GRADE7 ELEV. REF. aVI L 7 j lf/- 1 -G B THK CONCRETE -n SLAB \1 REINF'G TOP, BOT. & INDDLE 1/2- *14- REBAR ANCHORS THRU PIPE BOTH WAYS *g 1- STL BOTTOM -1 1 1./ 01 BOLLARD 6 y-ly.-Fr@ 1 24' 11 1 s 4« THK NATURAL CONC. COLORED PRECAST CONCRETE CAP r HEAVY DUTY METAL t·INGES./ CONnNUOUSLY WELDED TO GATE' 1==AND JAMB TUBE. PAINT (SW #7068·GRIZZLE GRAY-) , La ENCLOSURE SUAB J -14 " L 3/16· METAL PLATE WIT'11CANE BOLT @ EACH GATE PAINT -' u:SUDE BOLT ASSEMBLY (SW #7068·G,ZZLE GRAY)L--1 WELDED IN PLACE. PRI GATE: 16 GA VERTICAL Z a) •SBED METALS W/<22"XZ)<1/zr STEELANGLE IRON FRAME CONTINUOUS WELD ALL Ja NTS. PAINT Z 5(SW #7068·GF,ZZLE GRAY)LU LL 1- F 5 .CLLD M HJ I ,CANE BOLT @ Ir l_., MT #7068 ·GFIZZLE GRAY)(SW #7068·GFUZZLE GRAY) Ch TRASH ENCLOSURE & RAMP ELEVATION2.-IPEEE.-,-9- - TRASH ENCLOSURE BACK VENEER & PRECAST CONC. CAP HSS 6·XE GATE - POST, TYP. OF (4). PAINT (SW #7068 ·GFZZLE GRAY) LEI LEI 4/X2-1/4· MODULA BfaCK VENEER, TYP. /Xle)(/ NOMNAL CMU, TYP. -1 C-) TRASH ENCLOSURE & RAMP ELEVATIONt 5L...2122Ey=wg 20 FT-=rE NOTE 1. G/ND SMOOTH ALL METAL WEEDS. 2 PRME AND PAINT ALL METAL SURFACES ALTERNATE FOR POWDER COATING ALL METAL SURFACES r- (4) 0 DIA STEEL BOARDS, TYP. PAINT ·SAFETY YELLOW COLOR, RE 9/A102 Client PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Are Drive Hightands Ranch, CO 80129 Revigons ISSUED FOR PERMIT 06.28.19 /1_TOL ENCLOSURESLE-9 ELEV. REF. aVIL O 1 1FLOOR DRAININLET. RE: a VIL - NOTE 1. GUARDRAIL SHALL MEET 20151 BC. SECTION 101 53, 1015.4, AND CONNECTION TO THE STRUCTURE PER 1607.8 2 GRIND ALL WELDS SMOOTH, TYP. ,r- 1-1/2 DIA STEEL GUARDRNL PANT. r- 4· THK NATURAL CONC. COLORED PRECAST CONCRETE CAP ,46" ONC. AB / #4 16· .C EA AY F- TRASH ENCLOSURE BPOCK VENEER HSS 6-Xe GATE POST. TYP. OF {4). - PAINT (SW #7068·GRIZZLE GRAY)r RE WA102 L CONTROL f'11 -NT \\ CAN BOLTIANCHOR -/ / | 'i 1 SLEEVES ET IN CONC. 1' | 1%\ lili ,1(kr ./ lilli : 1 A-% 1 Il-- GATE 16 GA VERTICAL FOBBED METALS W/ 72*1/ STEEL ANGLE IRON FRAME CONTINUOUS ---4 WELD ALL JOINTS PWIT (SW #7068-GAZZLE 4 GRA71 NO.Description Date Project NI 19-008 Drawn By. JL Rejewed By:SH Scale:AS NOTED Date:06.28.19 Fiename: Sheet Tag 6 T.o. ENCLOSURE SUAB J . I .4ELEV. REF. CIVIL ' - CONCRETE LOADING PAD OVER 90% COMPACTED BASE, 4 MANMUM SLOPE SITE DETAILS £ SLEEVE & GROUT INTO CONCRETE -- - SIDEWALK \ U - CONCRETE CONTROL JOINTS. TYP. L 1- DIA VERTICAL STEEL TUBES. PRNT. N C-) TYP. GUARDRAIL ELEVATION Oh TRASH ENCLOSURE & RAMP ELEVATION C-) TRASH ENCLOSURE & RAMP PLAN Sheet /8 SCALE)i/---//4SCALE1M-7r-73 Ll.-r-sE=-Iwir-v A-202 © GS ARCH TECTURE 2019 ALL AGHTS RESERVED r--1==IT'I==ITI==Ill=U KIPLING RIDGE, LOT 2 1004 W. 38TH Ave. Wheat Ridge, Colorado 80033 Photometric Plan WV -. . -Vill -- wv WEST 38TE ---(ill -- --* F -I - -- I 1 AVEN-9-EL------- 7730 E le/vew, Sude A /0 Reer,wood v.ge. CO 80111r SHITECTURE1 .0-1 arch'itecture I planning I interiors ASPHALT 6.-St- * " seal: A9PHAL T I FLAT LENS FULL CUT OFF UE -L,===UE - GRASS1_'2_UE0.3_-*lc2=1...b.e -7 0.6 04 0.2 .0 0.0hi 11 hi b.i q.i b.: L_Ely'b.X b.2 4 *1489'012'5(1'":E ·o.447.16e , 20'-0-1 -ST p-20--*°·E--1.2_j81*c-9.d.._0.5 --5.-r- U··· (WHERE REQUIRED BY LOCAL CODES, THE CONDUIT STUBBED ABOVE THE CONCRETE 8ASE SHALL BE GRC TYPE CONDUIT WITH A METAL BUSHING) ··' THE EXACT LOCATIONS OF ALL BASES SHALL BE/Ar/DETERMINED FROM THE ARCHITECTURAL AND CIVIL DRAWINIGS. INCLUDING THE TOP OF THE POLE BASE ELEVATIONS. * b.o ASPHALT b.o A Profect tor b.1 1% 0.0 .0.5 b.2 b.4 l b.9 1.2 b.724 ft-rl.0 .4 hz 1.4 1.i 1.0 o.ll U 42 0.1 0.3 1.0 0 '4.4 b.g b.i 1.3 2.2 3.6 2.8 1.6 C.1 2.0ASPRAL 1 2 P CONNECT SYSTEM GROUNe--_... CONDUCTOR TO GROUNDING LUG INSIDE OF POLE )0 -HANDHOLE COVER HANDHOLE GRD PER NEC 250-50POLE BASE COVER i PVC ENDBELL 5 GROUTED BASE-NON SHRINKVERIFY W/ 1 GROUND CONDUCTOR ARCHITECT»TO REBAR IN POLE BASE ANCHOR BOLTS SUPPLIED w/POLE 1 I / 1=111=111=11=lilli. / It 11111 311 MIN. PER N.ED cn 06 cv 03 1-J.- b.1 z aib. i A9PtiALT <E5Z -*O.2 0.2 AS REQUIRED FOR 100 MPH WIND LOADS AND FOR THE LOCAL SOIL CONDITIONS. U Ill-111=1 Ell li I- 1 1--1 LJ 1.E 3.2 1.2 0 5.6 2.7 2.4 2 /1.8 '1.11 0.0 07% 1! b.4. D. LI E__WP 1.1 2.0 2.9 2.4 2.1 -Iy---7 Il o.0.0 Ill.1to . 5. S 2.2 2.6 00 2.4 0.1 1,8 2.0 1.7 1-4 5.0 1 i b.. 0.1 1 . - PVC SCH 40 CONDUCT HANDHOLE COVER CONCRETE POLE BASE--3000 PSI - WITH 4#4 VERTICAL REBARS &#2 REBARTIES @ 12- 12- MORE IN DIAMETER THAN THE BOLT CIRCLE DIAMETER OF THE POLE AS THE MINIMUM DIAMETEROF THE POLE BASE. 9 Z 11. b il1 0.1 ' .01 08 0., 1 ws' !O b.i 1.3 2.6 0.8 0.5 b.4 WP 14% Ill LL14 @ 7 b.2 1-2!l AS[ALT- '-d¢-wp 5 .ill D 4 LIlli 2.4 0.2 3.6 - F 1. 5.4 b.2 ®2L-1-liaws u 1.3 2.Bl 3.1.72.5 8 'N 1.6 0.1 11 3. ..1 2. /'©POLE BASE DETAIL TYPE'AA1' C.( 6 / SCALE: NOT TO SCALE 10 1.1 b. 1 i 1, 9 1,, 4 1, , h h i /3 4' n c.o b.o%\ ' DRAINAGE & UTILITY EASEMENT b.o n. n n N 90-00'00" W-- 138.36'C.1 CIO C. 0 PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 0.0 0.1 0.1 0.1 0.0.1 0.0.0 0.0 0.0 0.0 0.0 EXTERIOR LUMINAIRE SCHEDULE MANUFACTURER FIXT.MOUNTING FINISH LAMP DATA LAMP WATTS TYPE NAME CATALOG NUMBER METHOD AA1 HUBBELL MARROW. CI.A.60LU/KA·DB-BC DB LED 135 POLE WP HUBBELL GEOPAK. TRP1.12L303K7·IU.DE.E DB LED 282 SURFACE WS VISA LIGHTNG AVATAR . OW1335.L3OK.H.MVOLT.BRI BRI LED 29 SURFACE MTG HEIGHT DESCRIPTION VOLTS SNSLE HEAD TYPE / DISTRINTION POLE20·4 UNqFWTIRE WIH BACKLIGHT CONTROL 9-7 WALL PACK WITH 90 MN. BATTERY BACIGUP l}Ill 9.0 DECORATNE WALL SCONCE UNV N Calculation Summary Label OVERALL CALC GRID PROPERTY LINE PARKING AREA !11 N ifi PHOTOMETRIC PLANSCALE: 1"=20'-0 CalcType Units Avg Max Illuminance Fc 1.12 7.8 Illuminance Fe 0.29 1.6 Illuminance Fc 1.69 3.6 Revans /n 1-ISSUED FOR PERMIT 06.28.19 No.Description Date Project No.19-008 Min.Avg/Min Max/Min Drawn By:AV 0.0 N.A.N.A.Reviewed By:JCAA 0.0 N.A.N.A.Scale:AS NOTED 0.1 16.90 36.00 Date:06.28.19 Fiename Sheet Ttle: PHOTOMETRIC PLAN Sheet # JCAA UD 4100 Wadsworth Bkd. E EP100 Wheat Rige, CO 80033 ai p 303.985.3260 W ©G) ARCHITECTURE 20ng ALL RIGHTS RESERVED TYPE 'AA1'TYPE'A,Al' CIMARRON Cau T./LED HUBBELL Outdoor Lighting ORDERING INFORMAnON ORDEFUNG EXAMPLE: a.1-A-golu-5,-3-OB-RPA3 7730 E ..... Sule A 1 50 G,eenwooc v.ge CO 80111 SPECIACAPONS Construction: • S¥,sh vertjc'Jly finned die-cast solid lop hous,ng for maximum heat d,ss,pat,on: Stops collection of unsiohtly deblis fromgathing.lopolthehouslng • Ruggedlower le cal/uminumheat "k accele,ates thermaimanagemenld olorn,zos PCB and optral pe,for n-e Itt-U'---1--* •One piece die cut sil,cone gasket ensures=m:==r . Ett'© MY(.'.=i= lixture appealance or EPA jecommend tor Type 111 =,6 Type / distlbutions • Slarnpedbezelprovidesm/chan//1 compre*on. - me optical assenm WM==VI!,wesl •We,ghl -450 pounds. EN -13n .=4==1 = $- # IESType 11,111.11 and • Aulo olks deigned 10, tfn,4 .0,1 1A andintenor rows 2A mee distfibution under */ a-1 page 2 i;67,612269L LED optiors • LEDdnvershaveoutputpowerover-ollage, over-c"ent protecuon and short cwcuR proteebon*,th autorecovery • 1050 mA dnve, avmiabe wrtl 90( con- tra'or, lor increased lumen ouW • LED electrical assembly, including PR=·r. power in • Surge protection - 201<A Turn5 firtule o# at end of le: Inck,des LED lor end ot ble wn*ati• isee INve sw)1,2sw page •> Conhols contmisavallable tor complele on/on and dimming control L.Inen maintenance: • L908160 000 hours TIO!eCted pef IESNA TM-21·llj Installation: .=AW== =--TZ* while me .a¥,1 a;m follows the housng·s cont.Ked Ines lor con'nuity 01 slyle • Fum/e sh©/ wrt# arm In/taNed / ease 01 instalation and mots :0 12 drill pabm · Wall backet mast,m litter and pole accesscnes are aso available 6.Jg'-1'ng tor w·tual& Finish: • TGIC 'he,moset polyeste, powde, paintfinish applied at nominal 2 5 mil thickness 5#led wa,faneNeuvon visit him:f/W- PRODUCT IMAGE{S} 90 LED 3/4 VIEW DIMENWONS Im P 1 3 .*Im 2-Imimmm 60 LED Cll - - I Cll Mmr.ED 9[1 901,944™ss// a 60**cs,LED, 30l 30 Idig:! b,gl,lne= LEC% A Am m.uni cons./0, 6 ..h i,gld a,mir,cl,Ided & acceolible . 9Cr cr g:-,xrs) AD 00©weemn,u,1! ccr. 6·*0·a· e..... 1. 8 -eaUe. 90' ....cral MAF Mast a:m 1 ne, # *ing I sl,Ida,02 3m'· =1 arm brac@el injudes 6 0.8.1 -Im 7 ../*/-/70, 3 lk-w-1./.'/.1.......... 4 4•-2. a.....'ll ......Al 5 0 TO¥Ilha,-1--1•,•D•81•- * UP-*---*** -r. d (.e'£10 INDTf r.•I . i•- i#rn. 2 .....:.....121,97 i 511•Ala-/0.8 2·e... r./ D ..4.--I.-SWS.I--,- -•v**W.Ic*-ch/*/,ue*=c 1,-*.901 toc-C 'fmmk-=rl Accessones and Sen,ces {Orde,ed Separately) - I L-_ -I- -_1 1 - 1.,11*---1 U' U.els/ 120V 271 31( 3000<lea•e bank 101 5660/700*/-412-di4« 400< 1 '20¥035 35[}nAAm#5K 5000'00*2 n.AM .£=1*.1. 1.,Aaot' i3 20' i -*I,4 277' 5 480,1,0112 F 34/0 . 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Sr·nsl, %,•m wiMAPE Rov, 1 10 .OVAC 11 ™Igcl,1,1 'HIP ORDERING INFORMATION SEENUT PAGE Del .... 1//I • 7/,m Btx.le,1=. • Gieer™Ille, S. 29607• MK»le 864·678 1000 •luae/LLr-'N2939.-L•94,ing #8*00#*I--•.-m-,--*-----• P,W.- elit-Sm -n.-*-- %*ra, ple,t,-10**00*™, rk,r.b,LUE*.- Hutbel Cw,doc, L,ght. • 70· 10*rrium 0/£,aid • Green- SC 29607 • Phre 664-678-!00[*maLIHUga.1-1-O-door .....Due bo-,cd elly-5.-al,·0*= 0-I.=- ire,JI¥ct' cf-* -0-roke Lightln9 TYPE'WP'TYPE'WS' GEOPAK SERIES - HumBELL R.V..10/11'05 SIZE 1 LED Outdoor Lighting Amhitectural WallP*©0W1335 - AVATAR ¤VISA LIGHTING Tyel/FUI/(]SPI Cient: Cal Job NEW SPEC#?CAnaVS PRODUCT IMAGE(S>Yd#Ling-94.01.tuAN#PEOPLE TEAM A AtATO,5 .*1,• Small slzed archech#al *.*I .ee • .Fl m ihoded boxes vsing :nfonnation lild below INVESTMENT, LLCh---c-,n/=........0900-0-/0.-t,-mate 61-g *cr-Cture Prkies excelet ==1-=Phale ® 1,10116)Highlands Ranch, CO 80129 ..... I er€.1,-sa,ng LED 5,*ms battuy with opbonal......1/ cold 9275 Fox Fire Drive • Back box acces»-y aval*W =lace fr,atwe a»£2im MODE'G Wt ,{1 =JAGi *!M?«PE'foRAI1011 k[[10 'ARMID Big(AP ccnk.0 a,Gicabon •Lelizes 4 LEt]s I er™rgenc, mode with 657 B... ........4.Ds,n emeigency C-het=m designed / flict,on ing/endently in the 0 50IRCE 0.11/4 -d VOR468 • Hougng is Inade f,€*n die-as: urn,-1 .111 unlkely-ent of @ 5ir,gle LED m-,don A'VO€ 1- 00,0 2: ty,4 E'7 "11"ObEe 0 4% kki,lak / ease d ,latat a/ .SM* S.·-*.*I. on-.....i-'Kil '*r,3.,M.©4I-044,•.1,/.•IO ..1.ISSUED FOR PERMIT 06.28.19maintclence.0 We /-01//St'Id/ Re,ibrs • The t ED beal md 'rn plate afe made 01 //· . MIKent ded,caled li and LED i/ k/LE)5aurm C.D-d U,-6 | Poi, 114"1 -9, less sleel bana»merger,y.,Ck o,Jelabon lu.4Ll[1 .LJOK L 3...•./der cont slandard rinlshes, pl. rn Tia-co* 00*rt DNENSIONS 135.350* I 9 • Wet locBtion ... LR-924 And ..t 598 . 53*EatEE (1:3(2 f==3 • 1,401[4//170C Standard M¥00 • /01(H 300/T,apel 2•OC LED: • 12 high po*er LEDs dellver,ng up / 3.000 •Opt//MI·boxacce5soryava,abln for (r'O5K-+1 UNK 29 D.,face cc».hl appkamon. See.·leo 1 .1:54 -Ar--4 ../.H 400/250C I Upto//sperwan M i ' "und• Type 11.111 and I ns for a v.ide v-et, of applcajons .son,1 ,t,• moll fl415IES{Sdio- O hom. F-h -dor. * A«.Ic.-0 6 Cop FW,h See page 1 6=6. dion • Ze,oupight (110),dark 'yor..4 •UL 15981,51edloruseinwellocabom P-/..............me. A..........• livers /66 and 'HS compliant 1 -1,14 AG,031 40:16 3*C'l Cc 9,GW®02 0.'. 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Sheet #: ADA KM UD Ell li51,1 Sve"-04 )RE-.JCAA w./el ./. 0g • 701 W.-n.,n Bc»*,ard • lee,* SC 29607 • Pre-,0 864·Boo--B /2.-=r•,80€0'ts'01-0,•al:=.Ir proutspe*=»ls//suclect»ch-,9,#I.*80llalls ...Lgl,ing©om Pavel 4100 Wadsworth Bk. g EP101 , Wheat Rege, CO 80033 an-......OC......-•.Il-I.-*.-I-I-Il •Plt.....303.985.3260 ; ©33 ARCHITECTURE 2019 ALL RIGHTS RESERVED 19/ 54*4*Al .=... ree,m te ng= r-- I DJ 6,GU w u=. MATERIAL BOARD U SHERWIN WILLIAMS 7073 SHERWIN WILLIAMS 7068 " NETWORK GRAY "" GRIZZLE GRAY " NICHIHA, FIBER CEMENT BOARD GENERAL SHALE BRICK " COLONIAL GRAIN " VINTAGE WOOD " BARK " SHERWIN WILLIAMS 7532 " URBAN PUTTY " SUNBRELLA FABRIC AWNING " BLACK " Kipling Ridge - LOT 2 Wheat Ridge, Colorado CHITECTURE Inc. architecture I planning I interiors .....m,- ..... ouo....m!.mil VIEW - NORTHEAST t -e ¥ Kipling Ridge, Lot-2 Wheat Ridge, Colorado AJOCHITECTURE Inc. architecture I planning I interiors VIEW - NORTHEAST f U A t. P Kipling Ridge, Lot-2 Whent D:A _ VIEW - SOUTHEAST 14 1 4· Of Kipling Ridge, Lot-2 Wheat Ridge, Colorado 4CHITECTURE Inc. architecture I planning I interiors VIEW - SOUTHEAST A 41#4*t 1 i i J Kipling Ridge, Lot-2 Wheat Ridge, Colorado 1C3 HITECTURE Inc. architecture I planning I interiors VIEW - SOUTHEAST N r tr 2Ir .h it 1 Kipling Ridge, Lot-2 Wheat Ridge, Colorado AmCHITECTURE Inc. architecture I planning I interiors VIEW - NORTHWEST %l r f4 .1 2 .* Kipling Ridge, Lot-2 Wheat Ridge, Colorado AMCHITECTURE Inc. architecture I planning I interiors VIEW - SOUTHWEST J i r I E 1 hl M 4 Kipling Ridge, Lot-2 Wheat Ridge, Colorado AWCHITECTURE Inc. architecture I planning I interiors VIEW - EAST ( FRONT) 1 Kipling Ridge, Lot-2 Wheat Ridge, Colorado 4MCHITECTURE Inc. architecture I planning I interiors VIEW - WEST ( REAR ) SIGNAG 1G SIG AG 93¥191ff¢94*f« 47*1 4 Kipling Ridge, Lot-2 Wheat Ridge, Colorado AMCHITECTURE Inc. architecture I planning I interiors 2018107327 11/28/20181:44PM PGS 1 $13.00 DF $0.00 Electronically Recorded Jeffer·son County, CO Faye Griffin, Clerk and Recorder TD1000 N BARGAIN AND SALE DEED KNOW ALL BY THESE PRESENTS, That Millennium Venture Group, Inc., a Delaware oorporation, the "Grantor," whose legal address is 2240 Blake Street, Suite 200, Denver, Colorado 80205, of the City and County of Denver and State of Colorado. for the consideration of the gum ofTEN DOLLARS, ($10.00), mhandpaid, hereby sells and collveys to Conflucnt Development, LLC, a Colorado limited liability company. the "Grantee/' whose legal address is 2240 Blake Street. Suite 200, of the City and County of Denver and State of Colorado 80205, the following real property situate in the City of'Wheat Ridge, County of Jefferson and State of Colorado, to wit: LOT 2, MVG MARKETPLACE SUBDIVISION FILING NO. 1, County of Jefferson, State of Colorado. with all its appurtenances. Signed this 2918 day ofDecember 2015. MILLENNIUM V41 a Delawam =po#IZepRqgp, INC., By: m V ,d hie Name: Jc Rankin Title: B ice President f Financial Officer STATE OF COLORADO COUNTY OF DENVER Theforegoinginstiument·wasacknowledgedbeforemethis day of November 2018, Jonathan Rankin, Senior Vice President and Chic[Financial Officer ofMillcnnium Venture Group, Inc., Grantor. ANGELA HORVATWitness my hand and official seal NOTARY PUBLIC /1Mycommissi(meims:z,lilze STATE OF COLORADO / lNOTARY ID 19944015957' / -I MY COMMISSION EXPRES FF=14¥4&7 0 c. ft-Gk.I- Nota@ Public / Nvme and Address offerson Creating Newly Crccd Logal Description (§38-35-106.5, C.R.S.) No.901. Rev. 1-16. BARGAINANDSALEDEED (Pagel of I) HITECTURE Inc. architecture I planning I interiors DESIGN NARRATIVE DATE: PROJECT: February 11, 2019 Multi-Tenant Building, Kipling Ridge, Lot 2, SWC of W. 38th Avenue & Kipling Street, Wheat Ridge, CO G3 Architecture Project No. 19-008 Kipling Ridge is an existing horizontal mixed-use center at the SWC corner of W. 38th Avenue & Kipling Street. The center is anchored by a Sprouts Market, a 64-unit Morning Star Assisted Living Facility, and an easterly adjacent Starbucks with drive-through. The shopping center's total land area is 5.95-acres. The Lot 2 subject property is 0.63-acres. This application involves the following: The construction of a new 6,000 s f multi-tenant pad building. The proposed location of the building is sited along the western property boundary with east facing storefront. The Lot 2 shall re-use the shopping center's existing access points from Kipling Street and from W. 38th Avenue. No changes are anticipated to the two existing access points. A proposed cross access with Starbucks Coffee is shown at the northeast corner of Lot 2. The developer, People Team A Investment LLC, shall connect new Lot 2 utilities to the existing utility infrastructure (water, sanitary and storm sewer) provided by the Master Developer. The proposed site plan positions the proposed multi-tenant building southerly o f a Tract A Right-of-Way and clear of Drainage Utility easements. The new multi-tenant building will be designed and parked for mixed M/B occupancies. The building will not be designed for A-2 (food) occupancies. G3 Architecture, Inc. - "Architect" Elf Authorized Signature Scott R. Higa, AIA, NCARB Principal License No. 305622 (CO) cc: Sahn Ho, People Team A Investment LLC Adrian Costanza, AIA, Joong Song, G3 Architecture, Inc. 7730 East Belleview Avenue, Ste. A-150 Greenwood Village, CO 8011 (720) 542-9416 Rev. 5/2014 /6/' Citv 01 W heatllidge-COMMUNITY DEVELOPMENT c- Submittal Checklist: Site Plan Project Name: Kipling Ridge Lot 2 Project Location:10040 W. 38th Avenue Application Contents: The site plan is used to confirm that new development, redevelopment, or significant fagade improvements meet all applicable zoning or design standards. The following items represent a complete site plan application. 4 1. Completed, notarized land use application form 4 2. Application fee -73. Signed submittal checklist (this document) /4. Proof of ownership-e.g. deed 45. Written authorization from property owner(s) if an agent acts on behalf of the owner(s) 4 6. Written request and description of the proposal 4 7. Plan set-including site plan, landscape plan, building elevations, streetscape plan, photometric 4 Two (2) full size paper copies (24" x 36") 4 One (1) reduced size paper copy (11" x 17") 4 8. One (1) color reduction of building elevations 9. Civil documents, if required N/A 4 10. Electronic (Adobe .pdf) files of all submittal documents-these may be provided via email, CD, DVD, or USB flash drive Form and content of Plan Set: Note: Depending on the size of the site, it may be necessary to provide one overall site plan and additional pages to show the location of all buildings, fences, signs, parking, etc. Site Plan Project information 4 1. Title of document-centered at top of page 4 2. Vicinity map / 3. Scale and north arrow-scale not to exceed 1"=100' 4 4. Date of plan preparation and name/address of who prepared the plan / 5. Legal description 4 6. Appropriate signature blocks-see cover sheet handout 47. Signed surveyor's certification 4 8. Case history with applicable land use case numbers 4 9. Statement of proposed uses and compliance with zoning 4 10. Site data in tabular form (numeric and percentage), including the following: On General Notes sheet / a. Total area of property, gross and net 4 b. Building coverage -7-c. Amount of open space required and provided-include breakdown of usable open space, hardscaped open space, and landscaped open space 41. Number of parking spaces required and provided -7-e. Gross floor area by use f. Number of residential units and density N/A 4 11. Justification of provided parking ratio, especially where shared parking is proposed Community Development Department · (303) 235-2846 · www.ci.wheatridge.co.us 1 Sample Site Data Table [more or less information may be required depending on the development proposal] Existing zoning Proposed land use Total area [acres/sq ftl gross [acres/sq ft] net Lot #[acres/sq ftl Lot #[acres/sq ftl Floor area by use [Usel sq ft [Usel sq ft Required Proposed Building coverage %max / sq ft max % /sq ft Open space/landscaping %min / sq ft min % /sq ft Useable %min / sq ft min % /sq ft Sod %max / sq ft max % /sq ft Hardscape %max / sq ft max % /sq ft Parking Standard # # Accessible # # Bicycle # # Graphical information 4 12. Legend -713. Property lines and dimensions -714. Adjoining property lines, buildings, access, and parking -715. Location of improvements that are proposed and those that are existing and will remain: 4 a. Buildings-identify floor area, setback dimensions, proposed land use -7-b. Parking and loading areas-identify handicap parking -7-c. Open space/landscaping-identify size (sq ft) and type (eg living, sod, hardscape) / d. Fences, walls, or hedges-identify height and material-Te. Exterior lighting -7-f. Signs-identify type and height 4 g. Trash containers or storage area-identify height and material of screen walls-th. Areas for outside storage/display-identify height and material of screen walls N/A 416. Easements, utilities, or other encumbrances that may impact development 17. Drainage ways, pond areas, ditches, irrigation canals, lakes and streams-if applicable N/A -718. Streets and rights-of-way both adjacent and within the site-include names, widths, location of centerlines 19.100-year floodplain-if applicable N/A Landscape Plan 4 1. Title of document (centered at top of page) / 2. Scale and north arrow (scale not to exceed 1"=100') 4 3. Legend / 4. Property lines and dimensions 4 5. Proposed buildings and parking areas 4 6. Proposed open space/landscape areas-identify dimensions/square footage / 7. Proposed materials for all landscape and hardscape areas-identify type of ground cover, pavers, and plant material N j 8. Schedule of proposed plantings, including: 4 a. Amount of open space required and provided-include breakdown of usable open space, hardscaped open space, landscaped open space, required and provided shrubs, required and provided trees, required and provided street trees j b. Species name-common and botanical 4 c. Quantity of each species 4 d. Size of plants/trees-gallon size of container, caliper or height of trees 4 e. Type of ground cover j f. Quantity of ground cover-identify total size in square feet and as a percentage of total open space 4 g. Supplementary notes-regarding irrigation, size of plant container, balled and burlapped, depth of non-living material/rock/bark, etc Sample Landscape/Plant Schedule [more or less information may be required depending on the development proposal] Required Proposed Open space/landscaping % min / sq ft min % /sq ft Useable %min / sq ft min % /sq ft Sod %max / sq ft max % /sq ft Hardscape %max / sq ft max % /sq ft On-site trees # # On-site shrubs # # Street trees # # Trees Qty Botanical Name Common Name Shrubs Qty Botanical Name Common Name Street Trees Qty Botanical Name Common Name Building Elevations 4 1. Title of document (centered at top of page) 4 2. Detailed elevations for each fagade 3. Detailed elevations for accessory structures N/A j 4. Detailed elevations for trash enclosures/screen walls 4 5. Material and color information Not in plans, submitted as separate sheet 4 6. Structure dimensions-overall building height, overall building width, floor-to-floor heights 4 7. Summary table of materials and transparency by fagade-where material or transparency standards apply, include a table identifying required and proposed materials Sample Building Materials Summary [more or less information may be required depending on the development proposal] Required Proposed Ground floor transparency Fagade A %min / sq ft min % /sq ft Fagade B %min / sq ft min % /sq ft Secondary material (EIFS/CMU/metal panels/siding...) Fagade A %max / sq ft max % /sq ft Fagade B %max / sq ft max % /sq ft GO Streetscape Plan This item has been taken care of between the Site and Landscape Plans It may be possible to combine this sheet with the Landscape Plan as long as public street trees are disaggregated in the plant schedule. Refer to the Wheat Ridge Streetscape Design Manual for streetscape design requirements. 1. Title of document (centered at top of page) 2. Scale and north arrow (scale not to exceed 1"= 100') 3. Location of all existing and proposed streetscape elements/furnishings, including: a. Sidewalk and amenity zones-location, dimensions, materials b. Street trees-identify spacing dimensions c. Street lights d. Pedestrian lights e. Street furniture-benches, trash cans, etc f. Bus stops -9. Signs h. Irrigation system i. Utilities and utility boxes i. Curbs and ADA ramps _4. Schedule of proposed plantings, including: a. Species name-common and botanical b. Quantity of each species c. Size of plants/trees-gallon size of container, caliper or height of trees d. Type of ground cover e. Quantity of ground cover-identify total size in square feet and as a percentage of total open space f. Supplementary notes-regarding irrigation, size of plant container, balled and burlapped, depth of non-living material/rock/bark, etc 7. Schedule of proposed streetscape furnishings, including: a. Manufacturer b. Product number c. Color d. Quantity Photometric Plan 4 1. Title of document (centered at top of page) j 2. Scale and north arrow (scale not to exceed 1"= 100') 4 3. Site plan showing the location of all exterior lights and a numerical grid of lighting levels in foot candles or as isoilluminance curves 4 4. A fixture schedule that includes all luminaries shown on the plan and specs for each fixture: 4 a. Manufacturer and model 4 a. Fixture type and wattage 4 b. Mounting height of all fixtures 4 5. Cut sheets showing the design and finishes of all fixtures, including designation of cutoff fixtures Additional information which may be required: Depending on the size, scope, and complexity of the request additional documents may be required. The submission of these documents will be discussed during the pre-application meeting. This includes, but is not limited to, the following documents (one paper copy plus Adobe .pdf file is required)-. 1. Trip generation letter or traffic study 2. Drainage report 3. Soils report Any of these items can be supplied upon request. _4. Erosion control plan As applicant for this project, I hereby ensure that all of the above requirements have been included with this submittal. I fully understand that if any one of the items listed on this checklist has been excluded, the documents will NOT be distributed for City review. In addition, I understand that in the event any revisions need to be made after the second (2d) full review, lwill be subject to the applicable resubmittal fee. Signature:R/<M. L Date:7/25/2019 Name (please print):Matt Long Phone:407-720-5290 cn 2018107327 11/28/20181:44 PM PGS 1 $13.00 DF $0.00 Electronically Recorded Jefferson County, CO Faye Griffin, Clerk and Recorder TD1000 N BARGAIN AND SALE DEED KNOW AU BY THESE PRESENTS, That Millennium Venture Gro,p, Inc., a Delaware corporation, the "Grantor," whose legal address i6 2240 Blake Street Suite 200, Denver, Colorado 80205, of lhe City and County of I)enver and State of Colorado, for the consideration of the sum of TEN DOLLARS, ($10.00), in handpaid, hereby sells and conveys to Conflucnt Development, LLC, a Colorado limited liability company, the "Grantee," whose legal address is 2240 Blake Street, Suite 200, ofthe City and County of Denver and State ofColorado 80205, the following real property Igiturate in the City ofWheat Ridge, County of Jefferson and State of Colorado, to wit: LOT A MVG MARKETPLACE SUBDI,CISION FILING NO. 1, County of Jefferson, State of Colorado. with all its appurtenances. Signed this 29(h day of December 2015. By: uM v#,rrimmagfp Corpodtloni / / A-1// Aadlan Rankin kn\* Vice President md hief Financial Offic€ MILLENNI ,INC., a Delaware Name: J Title: E STATE OF COLORADO 81 COUNTY OF DENVER Thefbregoinginskmentwasacknowledgedbafbremelitis day of Nov-ber 2018, Jonathan Rm,kin, Senior Vice President and ChicfFinancial Officer ofMillennium Venture Group, Inc., Grantor. ary hed ANGELA HORVATWitoees my hand and omcial seal NOTARY PUBLICMycommimi£11™liz,lelze STATE OF COLORADO NOTARY ID 19944015950MY COMMISSION EXPIRES FFAR"AllY Name and Address of Person Creating Nowly Crcatod Legal Description (§38-35-1063, C.R.S.) No. 901. Rev. 1-16. BARGAIN AND SALE DEED (Pap 1 or t) Ma> 24.201 9 Cit> 01' \\ heal Ridge Communit> De\Clopment 7500 W. 29 A, e. Wheat Ridge. CO 80033 Itc: 1.012.10040 W. 38+ Avenue (SW'C 01' W. 38* Averille & Kipling Street). Wheat Ridge. CO Dear Xeott & /areen: £ 1 :im the (huier 01% the land refurenced above. Please allow Matt Long, E.I., Wallace Engineering, Inc., to act on my behalf as the applicant of the project for City of Wheat Ridge entitlement purposes. Ahoitld > oit have an> questions. please do not hesitate to contact Ille. 1 rll') Yollrs. 61156Ji9 Salm 1 10.1.andowner (720) 438-1150 Al:i> 21 2019 Cit> of\\ heat Ridge Coillillimit> De\Clopment 7500 W. 29- Ave. Wheat Ridge. CO 80033 Itc: l ot 2, 10040 W. 381' Avenue (SWC 01' W. 38* Avenue & Kiplilig Street). Wheat Ridge. CO 1)ear Scott & /:ireen: 1 inn the ( h# ncr of the land refurenced above. Please allow Matt Long, E.I., Wallace Engineering, Inc., to act on my behalf as the applicant of the project for City of Wheat Ridge entitlement purposes. Shollid > oil hilve any questions. please do not hesitate to contact Ille. 1 ruk Yolirs. 201-6 1 41 19 Stilin I to. 1.andowner (720) 438-1150 1. The property in question would not yield a reasonable return in use, service or income if permitted to be used only underthe conditions allowed by regulation forthe district in which it is located. Because of the high costs of land acquisition, domestic water tap and sanitation fees, and site/building construction, a building of 6,000 SF must be developed to meet the requirements of the project's proforma. 2. The variance would not alterthe essential character of the locality. The character and aesthetic of the proposed site would enhance West 38h Avenue, and maintain a cohesive appearance with the adjacent Starbucks and Sprout's parking areas. The 8-10' wide sidewalk at the storefronts offers opportunity for amenities such as benches and planters to encourage placemaking activities. 3. The applicant is proposing a substantial investment in the property with this application, which would not be possible without the variance. The proposed site design would welcome four additional businesses to the Kipling Ridge Shopping Center, where there currently is only a vacant lot. Please also see #1. 4. The particular physical surrounding, shape ortopographical condition of the specific property results in a particular and unique hardship (upon the owner) as distinguished from a mere inconvenience. Within the site's property line 4,427sf of pavement is dedicated to the driveway and parking access lane for the Kipling Ridge Development. In addition, the existing internal sidewalk attached to the driveway access lane consists of 947sf of concrete, and an additional 35sf dedicated to the existing monument sign. Overall, 5,849sf of the site (a total of 21% of the property) is paved and unable to be modified. 5. If there is a particular or unique hardship, the alleged difficulty or hardship has not been created by any person presently having an interest in the property. Correct. 6. The granting of the variance would not be detrimental to the public welfare or injurious to other property or improvements in the neighborhood in which the property is located, by, among other things, substantially or permanently impairing the appropriate use or development of adjacent property, impairing the adequate supply of light and air to adjacent property, substantially increasing the congestion in public streets or increasing the danger of fire or endangering the public safety, or substantiallydiminishing or impairing property values within the neighborhood. Granting this variance would provide flexibility within the parcel to create business opportunities and improvements for the Kipling Ridge Shopping Center. The proposed design would accommodate the additional traffic and improve the appearance and convenience along West 38th Avenue. The 19-22' height structure would not cast shadows onto adjacent properties, or pose a risk to public safety in any foreseeable way. 7. The unusual circumstances or conditions necessitating the variance request are present in the neighborhood and are not unique to the property. Because of the private sidewalk tie-in (on the west side of the Lot 2 site) to the public sidewalk on W. 38th Avenue, the net developable area of the lot is reduced making it more difficult to meet landscape requirements with the size of building necessary to make the project viable financially. 8. Granting of the variance would result in a reasonable accommodation of a person with disabilities. The proposed site design will include two new ADA parking spaces, widened sidewalks (8'+), curb ramps, and significant pedestrian and vehicular circulation connecting to the overall Kipling Ridge Shopping Center. 9. The application is in substantial compliance with the applicable standards set forth in the Architectural and Site Design Manual. This site falls within Wheat Ridge's "Contemporary Overlay Area" where walkable environments are emphasized. The 8.3'-10' proposed sidewalks at the storefronts provide the opportunity for pedestrian amenities such as benches and raised planters. Pedestrian connectivity is enhanced through new access points to West 38h Avenue and the surrounding businesses. Building placement, materials, parking, and screening also comply with the standards set in the Architectural and Site Design Manual. HITECTURE Inc. architecture I planning 1 interiors DESIGN NARRATIVE DATE: PROJECT: February 11, 2019 Multi-Tenant Building, Kipling Ridge, Lot 2, SWC of W. 38th Avenue & Kipling Street, Wheat Ridge, CO G3 Architecture Project No. 19-008 Kipling Ridge is an existing horizontal mixed-use center at the SWC corner of W. 38th Avenue & Kipling Street. The center is anchored by a Sprouts Market, a 64-unit Morning Star Assisted Living Facility, and an easterly adjacent Starbucks with drive-through. The shopping center's total land area is 5.95-acres. The Lot 2 subject property is 0.63-acres. This application involves the following: The construction of a new 6,000 sf multi-tenant pad building. The proposed location of the building is sited along the western property boundary with east facing storefront. The Lot 2 shall re-use the shopping center's existing access points from Kipling Street and from W. 38th Avenue. No changes are anticipated to the two existing access points. A proposed cross access with Starbucks Coffee is shown at the northeast corner of Lot 2. The developer, People Team A Investment LLC, shall connect new Lot 2 utilities to the existing utility infrastructure (water, sanitary and storm sewer) provided by the Master Developer. The proposed site plan positions the proposed multi-tenant building southerly of a Tract A Right-of-Way and clear of Drainage Utility easements. The new multi-tenant building will be designed and parked for mixed M/B occupancies. The building will not be designed for A-2 (food) occupancies. G3 Architecture, Inc. - "Architect" Authorized Signature Scott R. Higa, AIA, NCARB Principal License No. 305622 (CO) cc: Sahn Ho, People Team A Investment LLC Adrian Costanza, AIA, Joong Song, G3 Architecture, Inc. 7730 East Belleview Avenue, Ste. A-150 Greenwood Village, CO 8011 (720) 542-9416 46''Rev. 5/2014 City ofTU Wheat 12*lge- COMMUNITY DEVELOPMENT Submittal Checklist: Variance Project Name: Kipling Ridge Lot 2 Project Location: 10040 W. 38th Avenue Application Contents: A variance provides relief from the strict application of zoning standards in instances where a unique physical hardship is present. The following items represent a complete variance application: 4 1. Completed, notarized land use application form 4 2. Application fee 4 3. Signed submittal checklist (this document) / 4. Proof of ownership-e.g. deed 4 5. Written authorization from property owner(s) if an agent acts on behalf of the owner(s) / 6. Written request and description of the proposal 4 Include a response to the variance review criteria-these are found in Section 26-115 of the municipal code 4 Include an explanation as to why alternate designs that may comply with the zoning standards are not feasible / Include an explanation of the unique physical hardship that necessitates relief 4 7. Survey or Improvement Location Certificate (ILC) of the property 4 8. To-scale site plan indicating existing and proposed building footprints and setbacks / 9. Proposed building elevations indicating proposed heights, materials, and color scheme As applicant for this project, I hereby ensure that all of the above requirements have been included with this submittal. I fully understand that if any one of the items listed on this checklist has been excluded, the documents will NOT be distributed for City review. In addition, I understand that in the event any revisions need to be made after the second (29 full review, I will be subject to the applicable resubmittal fee. Signature: < . _-Date:i/zq/ZOIi Name (please print): 0&La..1 Phone: 3-10/ 403 - (€11 0 Community Development Department · (303) 235-2846 · www.ci.wheatridge.co.us WALLACE ENGINEERING i 64300 Check Date:8/9/2019 Invoice Number Date Voucher Amount Discounts Previous Pay Net Amount 19-27013 8/9/2019 000114259 200.00 200.00 City of Wheat Ridge TOTAL 200.00 ,200.00 1023.00:Peoples Bank - 1 CEO 1 NOTE: Land use applications must be ,6A submitted BY APPOINTMENT with a City of planner. Incomplete applications will not67' W heat Ridge be accepted-refer to submittal checklists LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29th Avenue • Wheat Ridge, CO 80033 • Phone (303) 235-2846 (Please print or type all information) Applicant Danny Baldwin Phone 720-407-5292 Email dbaldwin@wallacesc.com Address, City, State, Zip 9800 Pyramid Court, Suite 350 Englewood, CO 80112 Owner People A Team Investments, LLC Phone 720-438-1150 Email hosahn@aol.com Address, City, State, Zip 9275 Fox Fire Drive Highlands Ranch, CO 80129 Contact Danny Baldwin Phone 720-407-5292 Email dbaldwin@wallacesc.com Address, City, State, Zip 9800 Pyramid Court, Suite 350 Englewood, CO 80112 (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): 10040 West 38th Avenue Wheat Ridge, CO 80033 Type of action requested (check one or more of the actions listed below which pertain to your request): O Change of Zone or Zone Conditions O Planned Development (ODP, SDP) O Planned Building Group O Temporary Use, Building, Sign Fl Variance/Waiver (from Section 26- 115 O Special Use Permit O Conditional Use Permit O Site Plan 7 Concept Plan ) O Right of Way Vacation O Subdivision - specify type: 1 Administrative (up to 3 lots) 1 Minor (4 or 5 lots) O Major (6 or more lots) O Other: Detailed description of request: We are asking for an 8% deviation from the 20% requirement to allow for a minimum 12% landscaping. These current hardships prevent the Kipling Ridge development from building an efficient building and the required parking to support the building uses. 1 certify that the information and exhibits herewith submitted are true and correct to the best ofmy knowledge and that in filing this application, 1 am acting with the knowledge and consent ofthose persons listed above, without whose consent the requested action cannot lawfully be accomplished. Applicants other than owners must submit power-of-attorney ,from the owner which approved Of this action on his behalf.ADRIAN COSTANZA Notarized Signature of Applicant 49 k.0-NOTARY PUBLIC STATE OF COLORADO State o f Colorado 1 ss NOTARY ID 20104013542Conej of AKAT»HoG MY COMMISSION EXPIRES APRIL 20,2022 , The foregoing instrument (Land Use Processing Application) was acknowledged by me this 25 day of JULY ,20/9 in A JOL/ AP CoNTAwl,A -45*7 My commission expires f I zo Ilo 22 'Ril,tary Public To be filled out by staff: Date received 9.30-19 Comp Plan Design. Related Case No.436 P- 19 -1 Assessor's Parcel No. 39·191- 12.-011 Size (acres or sqft) 21 4 7 0 36 95 Fees 200.09 Receipt No.(DA,>2.574 Pre-App Mtg. Date Current Zoning 0-1 Proposed Zoning Case No.WA-19-03 Quarter Section Map NE lir Case Manager C,4 -4/- current use \Jo,.ce·Ad G.AD Proposed Use n.,1,42.4 Rev 1 22 2016 Lity 0, Wheat Ridge 08/30/2019 14:28 CDBA WONING APPI. ICATION FEES CDAOL .tAD ·AMOUNT .' ·, C I ; FMSD ZONING APPLICATION FEES 200.00 , PAYMENT RECEIVED AMOUNT CHECK: 64300 200.00 TOTAL 200.00 NOTE: Land use applications must be ,64 submitted BY APPOINTMENT with a City of planner. Incomplete applications will not37 W heat 11*ge be accepted-refer to submittal checklists. LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29th Avenue • Wheat Ridge, CO 80033 • Phone (303) 235-2846 (Please print or type all information) 2 3Wj;)a,nApplicant-Matt-1=orip- AAn.1 OAJu.v-\ Phone 720-407-5290 Email .mleam@wallacesc. com Address, City, State, Zip 9800 Pyramid Court, Suite 350 Englewood, CO 80112 Owner People A Team Investments, LLC Phone 720-438-1150 Email hosahn@aol.com Address, City, State, Zip 9275 Fox Fire Drive Hiqhlands Ranch, CO 80129 t.810*"nContact.Matt-tonE Don14 84 ju\n Phone 720-407-5292 Email .mlege@wallacesc.com Address, City, State, Zip 98[0 Pyramid Court, Suite 350 Englewood, CO 80112 (The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post pubiic 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): 10040 West 38th Avenue Wheat Ridge, CO 80033 Type of action requested (check one or more of the actions listed below which pertain to your request): O Change of Zone or Zone Conditions O Planned Development (ODP, SDP) l Planned Building Group 7 Temporary Use, Building, Sign O Variance/Waiver (from Section 26- O Special Use Permit O Conditional Use Permit N' Site Plan O Concept Plan ) O Right of Way Var :ion /*Subdivision - specify type: O Administrative (up to 3 lots) O Minor (4 or 5 lots) El Major (6 or more lots) O Other: Detailed description of request: Construction of a new 6,000 sf multi-tenant pad building. The proposed location of the building is sited along the western property boundary with east facing storefront. The Lot 2 shall re-use the shopping center's existing access points from Kipling Street and from West 38th Avenue. A proposed cross access with Starbucks is shown at the northeast corner of Lot 2. 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 law.fully be accomplished. Applicants other than owners must submit power-of-attorney from the owner which approved Of this action on his behalf. ,ADRIAN COSTANZA Notarized Signature of Applicant STATE OF COLORADO ® a. CL-NOTARY PUBLIC State of Colorado } SS NOTARY ID 20104013542County O 1 AS€4*>0a MY COMMISSION EXPIRES APRIL20,2022 The foregoing instrument (Land Use Processing Application) was acknowledged by me this 25- day of July ,20_t_ 13% AOB/,P 0057-APZA 74UciD jAp My commission expires 4_12*022. Nfotary Public To be filled out by staff: Date received 9-30. /9 Comp Plan Design. Related Case No.U.1- -9-00 Assessor's Parcel No. 34 - 281. 12#11 Size (acres orsqft) 211*20 51 f, Rev 122 2016 Fee $32 6.00 Receipt No.0640.3/5.26 Pre-App Mtg. Date Current Zoning O-1 Proposed Zoning Case No.LJSP - 19-04 Quarter Section Map /Uk 28' Case Manager Ce.Al€I Current Use \taeAA.+ lp,4 Proposed Use ,¤,. t-.-- 1kt,•vt,4er,Akert#< 61£J 1 ,2.1 "" ".1 ; 2 - - .,·t' · 'i"-271- 'L_ ' r.' i,r,-=r- 1 1.,2-22. _'1 . ....' 1.7. -.7rMT -1_ 713722-2. ,- -"m-: %-i,Wrl7f-.-; .'1.41; 2.... .1.'IWT; 7. 1,EX.71.1.1' ;.4 imy#Vilmilitune -I .Ne _-7'3.E- ---- -- - -= - m -'- ' - ---- r AA,Astar€- \6,iC¢•lot.. © BOLLARD CLEAN OUT WATER VALVE £ WATER METER PIT <)[ LIGHT POLE 3 ELECTRIC TRANSFORMER TELPHONE PEDESTAL CABLE·TV PEDESTAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC UNE r - UNDERGROUND TELEPHONE LINE 3 - UNDERGROUND TV LINE L CONTROL POINT N:705729.722 E: 110162.155 ELV:5393.05 -0 MAG NAIL ON TOP OF CURB - 30" RC ST STORM INLET RIM=5393.27 INV E=5387.3 ---- INV S=5387.2 INV W=5387.2 WL SANITARY MANHOLE RIM=5392.54 INV OFFSET, COULD NOT MEASURE SS -SS ASPHALT ST B " / 18" RCP ASPHALT 1 gil UJ' E gil V; i 04 LL*01 L M „t WL WL WL WL \ A / CIC- QRT#-1 8 \ /12 1\11 1%VV t....:..2: 1 /-1 \, ' &47 3 . UE IRRIGATION CONTROLS--*- UE -0_EZZ 89°12'50" E 147.1-4. %*@04.-/A- PVC STORM INLEI 0 - RIM E=5392.66 RIM W=5392.59 ---- _ INV E=5388.4 - *....INV W=5388.1 o2 P \ gRASS L j -WL WL ASPHALT . 4 11 1- . .1 UE IRRIGATION CONTROL UE WL WE UC A N:705739.441 \ E:110397.945ELV:5395.37 1.5" ALUM CAP STAMPED "AZTEC CP 53" FOUND #4 REBAR WITH GREEN PLASTIC CAP STAMPED WITH PLS No. 29766, FLUSH WITH GROUND (TYPICAL) 1 5 i Z In| 1 WL / I'%4434 ' i,A . · 1,ir 4-0-5395 - ASPHALT e , , B.>,>\P 1 1- NA 1 Z ' ' N. o V ASPHALT 15 9 >O1 WE P 1 < OIZ COL.)1/ V. ASPI-IALT Ih i U 1 Ill STORM MANHOLEINV W=5391.1 RIM=5397.56 i 4\\ 1 NOTES: 1) Bench Mark: North 1/4 corner of Section 28, top of 3 1/4" brass cap in range box at the intersection of West 38th Avenue and Oak Street. Elevation = 5402.08 (NAVD-1988). 2) No research was performed for easements or rights of way. Easements shown hereon are from the recorded plat. 3) Jefferson County PIN: 300110069 4) Address: 10040 W. 38th Avenue, Wheat Ridge, CO. 5) This is a topographic map, it is not a Land Survey Plat or Improvement Survey Plat. 6) The lineal units used in this drawing are U.S. Survey Feet. 41 SS lili ,--P t. 1.*4 V: ..M 4-26'44' R=150.0( 70.02 5\ 4 SANITARY MANHOLE RIM=5398.94 INV SE=5388.6 INV N=5388.5 1 ':4<11 . I 11 .2*-1 1 - \44 ... CT- ix - . .tb·Csf' ·. I·· · STORM INLET RIM=5400.86 1NV W=5396.0 _ ASPHALT ASPHALT £ , C--,. \1 YST) 6-0\\ 31 STORM INLETL _ _.2» -RIM=5399.65 AINV E=5392.6 INV NW=5392.3 10' DRAINAGE & UTILITY EASE¥,ENT i N 90'00'90" W 130.36 ASPHALT \Ilj 1 5400 - 1 M 4%1 1 CONTROL POINT N:705508.989 - E: 110234.516 ELV:5400.78 8" SPIKE SURVEYORS STATEMENT: I hereby state to Wallace Engineering, exclusively, that this topographic map was prepared by me to the normal standard of care of surveyors practicing in Jefferson County, Colorado and is true and correct to the best of my professional knowledge, information and belief. This statement is neither a warranty or guarantee, either expressed or implied. 9782*k //, 22 32439 co. -O I 4/09/19 7 4 % Mark S. Johannes Colorado Professional Land Surveyor No. 32439 For and on behalf of Compass Surveying and Mapping, LLC -r Yp- - -r- --- -------- -- -11-,T - COMPASS SURVEYING & MAPPING, LLC 721 SOUTH 23RD STREET, SUITE B COLORADO SPRINGS, CO 80904 7193544120 WWW.CSAMLLC.COM TOPOGRAPHIC MAP REVISIONS:GRAPHIC SCAL# LOT 2, MVG MARKETPLACE SUBDIVISION FILING No. 1 210 CITY OF WHEAT RIDGE,043 , I JEFFERSON COUNTY, COLORADO [,13. L .4.-2_12 ( IN FEET ) 1 inch = 20 ft. --- 1 -r--2,!01 -2-1.2'2 _ -2 - r _ PROJECT NO. 19040 APRIL 9,2019 1 SHEET 1 OF 1 -r --- - a -- KIPLING RIDGE LOT 2 11Ce#Zilit>413)FRee-OVEra 1 2¥-FU,*2441l.••droolee VAA¢l,%4 7730 E. BelleView, Suite A 150Greenwood Village, CO 80111 ECHITECTURE 1004 W. 38TH Ave. Wheat Ridge, Colorado 80033 Landscape Plan architecture I planning I interiors Seal: LANDSCAPE PLAN k LANDSCAPE LEGEND (SEE SHEET Ll FOR FULL PLANT LIST) - --.. ...--.-I-...--I: I--.'-P...../.--- -...m'... ./'ll-/ ..-'...--....I--I-/.I-.IP...e../.I --.-- I- I -.I- PROPERTY LINE -n . **ak,NN,M,2.:«:yx::::Ra,>sg»s„*=0:0:,c, *4 F>:=t,CXX,X". EXISTING COBBLE -AVENUE r. I SOD LAWN -1 0 ASPHALT STEEL EDGER 1 r- EXISTING STREET TREE 1- WEST 38TH 653 @ \···· ·GRASS·.· ..···· / ' 'obld·TR. [-*·' a EXISTING TREES TO REMAIN fOf\ %r.t 9 J GRA 0 DR REVIEVV, ftc -901 fo . AS#hALT \ /r--- EXISTING SOD LAWN 7-BBF - 7-CRH - 3-LOP - A X 1 1 , 1 / - 1 / ... f \. ,--O. ' 1.2 : 1..... ·*1'RE*GATION\4 14 . ..1 1 R= 70 *972'50">E 14715 ' DECIDUOUS AProjectfor: SHADE TREES EXISTING - MONUMENT SIGN 3-FRG - ROCK MULCH; 1-1/2" GRAY - ROSE MULTI-COLORED RIVER ROCK, TYP. COBBLE; 5-10" NATURAL - GREY COBBLE,TYP. PROPERTY LINE - EXISTING - SIDEWALK WALL - ROCK MULCH - 5-MMP - 6-PMG - AP I 1 ed 8.ASPHAL N 1 11 =23 - _F )rt 1 1/ 411 3-LOP i ¥1 2-PSG 5-CRHA »i ' L 3-MMP 3%- 1 1 INN# .1 1i 8 1.\,PROPOSEDF a i 1 A : >I ¢ 11 1f€-11 1.* BUILDING, >/ 4 . i//%B >< m 1 :1- 1 FF=k398.47_ :-7-- 1 * 5,4 b -!1 :»- L_- 1 6 u J 0 Z LU U 1< 4 4 120.7- STORM SEW-# 0 °13 1 39¥Nll¥.blel ,9 \ f 12 1 C OA ' C..1 0% ASP 26°44'41 150.00 « 02 L11tr -4 -·---'3 ,i 1 7%1 5-FRG '4 ---1_- /---13-323 5-FAG / 1 -----lv ROCK 7 =ULCH f.0 i 0 9 rz / - 3-LTC ASPHALT 2- EXISTING ADJACENT 00/ LANDSCAPING TO REMAIN -FRG1 -WEH 1 -DFS -- 5-GFS -- 3-FRG ASPHA- - 5-FREY tiA·El- AV h - 3-FRG / DO 2 D oa //0- 1-WEI-I 1 -WEH --i [@1/ 2-DFS 7\ ORNAMENTAL TREES 06 c\1 DECIDUOUS SHRUBS 23 CO CO M O(D®(B EVERGREEN SHRUBS < 02 00 12 0 ego ORNAMENTAL GRASSES CD af€)M 0 Z 4%LU Or o iE0 4 LARGE PERENNIALS 1- 0)2 -L.,CO C Oa) 9 . I. ./ I EXISTING LAWN TO REMAIN tiE * I ...'lilli. 4 .„ ./ I ...SOD D 52 5-10" COBBLE Client: PEOPLE TEAM A INVESTMENT, LLC --3-PMG n r-ric• 8 5-PMG ff/_ 3-LTC SITE AREA CALCULATIONS KEYTRANSFORMER -9275 Fox Fire Drive Highlands Ranch, CO 80129f - EXISTING ADJACENT -'*- -i-----------./."//"&$/.;I4A1*aIV; STEEL EDGER 3-LOP 994»r /' /1\ 4-DWD -/ /7 / f SOD LAWN /// /Vt 6-LTC -1 /// /.. 5-AFD 3-DWD F 3-FRG<61 .1 /1 / // 3-AED j 1 3-DWD «« "1/ \ D -4/ 1 0 10' 201 41 1 /21 /4 0' DRAINAGE & UTILITY EASEM '-ROCK j 1 / MULCH Ill 90°00'90>W 13.36 ASPHALT LANDSCAPING TO REMAIN ASPHALT WEST 38TH .:i ' .... I\%69.12'50'51 AVENUE 3 :·... -7 ::, 974..4.: i:.·:'... '--1.-1 14715 DESCRIPTION L LOT AREA LANDSCAPED AREA fx· i In.·: s 9 5 NON-LIVING LIVING REQUIRED *12%MIN./3,294 SF 35% MAX. j 65% MIN. 30% MAX. Revisions: CLIENT REVIEW 05.28.19 SDP SUBMITTAL 07.22.19 fl I N PROPOSED 27,456 SF *12%/3,313 SF 14% / 482 SF 65% / 2,138 SF 21 % / 693 SF 1: f ¢r lili 3% =r 01 to 14 0 d LL'Ort 49.M- 1 1 11\\,03 ---1 . -,80' 7 11 9 U ZU 4l t I SCALE:1 "=20' 1' 8=26'44'41" R=150.00 70.02. No. Description DateSCALE:1 "=40' Project No.:19-008 Drawn By:JG Reviewed By:MC Scale: . 07'MA+Ar77 3--- U -1, 4 A.Date:06.28.19 Filename: 1 Sheet Title: i N 90'00'00" W 130.36 Landscape Plan OUTDOOR -DESIGN GROUP- Sheet #: WWWODGDESIGN.COM ' OUTDOOR DESIGN GROUP, INC.L-201 5690 WEBSTER STREET ARMADA. CO 80002¢2·.·33'·;26.. ior u,3 (,id;'k'lig C f ·..7· crgiound r ·:.wei uti;hies (303) 993-4811 (© G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED 1 7730 E. Belleview, Suite A 1505-3 1 Greenwood Village, CO 80111 SITE PLAN \1 A/ 2%%CHITECTURE M,9 1 GEOTECHNICAL: SEE GEOTECHNICAL REPORT PREPARED BY VIVID ENGINEERING GROUP, INC., DATED FEBRUARY 13, 2019. LOT 2,architecture I planning I interiors SURVEY:MVG MARKETPLACE SUBDIVISION FILING NO. 1 Seal: EXISTING TOPOGRAPHY IS BASED ON AN ACTUAL FIELD SURVEY PERFORMED BY COMPASS SURVEYING & MAPPING, LLC., DATED NOVEMBER 05, 2018.CITY OF WHEAT RIDGE COUNTY OF JEFFERSON, 660 EXISTING MAJOR CONTOUR 662 ---- EXISTING MINOR CONTOUR 660 NEW MAJOR CONTOUR 662 NEW MINOR CONTOUR G GAS LINE PUG POWER UNDERGROUND UT TELEPHONE UNDERGROUND W WATER LINE SS SANITARY SEWER LINE S STORM SEWER LINE SF SILT FENCE LEGAL DESCRIPTION O CO O GM 0 LP 1 1 XFMR O1 OWM CLEANOUT GAS METER LIGHT POLE SANITARY MANHOLE STORM MANHOLE TRANSFORMER PAD VALVE WATER METER LEGEND Al AREA INLET O Cl CAST IRON PI DIP DUCTILE IRON PIPE P DO DOOR OPENING R DS DOWNSPOUT SI EL ELEVATION n EP FINISH FLOOR D FG FINISH GRADE TI FL FLOWLINE TI HDPE HIGH DENSITY POLYETHYLENE T: IRR IRRIGATION r LF LINEAR FEET A Project for: HD OVERHEAD DOOR E POLYETHYLENE VC POLY VINYL CHLORIDE AN RIGHT OF WAY F SQUARE FEET TOP OF CURB p TOP OF GRATE 06 N3 TOP OF PAVEMENT R TOP OF RIM UO CY) 4-J 3 TOP OF SIDEWALK 0 N TOP OF WALL a) bi-1 ZE £O < 00 < 2)e afE tt o iE 1- 0 3t - C 0 0 "0 3 t D j. r PROJECT SITE 38TH AVE .. /Yl §.4) r PEOPLE TEAM A2 t' p 61 .INVESTMENT, LLCCITY CERTIFICATION t..0 e-'FL APPROVED THIS O DAY OF Fo k , 0 240 +I + < 9275 Fox Fire Drive Highlands Ranch, CO 80129/ f . "rBY THE CITY OF WHEAT RIDGE. Revisions: SDP 7/22/2019 . 44 ./ N X 4 r # Client A IPLING ST. LOT 2, MVG MARKETPLACE SUBDIVISION FILING NO. 1 CITY OF WHEAT RIDGE COUNTY OF JEFFERSON, STATE OF COLORADO. f AFTEST A COMMUNITY DEVELOENT DIR R 4 OWNERS CERTIFICATE:40 , +,i>f» 2 : . SDP 11/26/2019 SUBMITTAL - 3 01.06.2020 CASE HISTORY WSP-19-06 & WA-19-03 (THIS PROJECT) WSP-14-07 WSP-14-01 SHEETINDEX PAGE 1 OF 7 COVER SHEET PAGE 2 OF 7 SITE PLAN PAGE 3 OF 7 LANDSCAPE PLANT LIST & DETAILS PAGE 4 OF 7 LANDSCAPE PLAN PAGE 5 OF 7 BUILDING ELEVATIONS PAGE 6 OF 7 SITE DETAILS PAGE 7 OF 7 PHOTOMETRIC PLAN THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HERBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HERON WILL BE DEVELOPED IN ACCORDANCE WITH THE RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. 1 (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SITE PLAN DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AN ACCURE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. bll-4 tij * Ho crvi rd.r OWNERS NAME/TITLE STATE OF COLORADO COUNTY OF JEFFERSON THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS 4714 DAY OPPE*A440)(A.D. 2020 BY ·5/*16#M //O WHITNESS MY HAND AND OFFICAL SEAL. MY COMMISSION EXPIRES:/9 , 3 -imi»* ts*riEii3 f:>*. 20.2022NOTARY PUBLIC i/,_ --Le--692 STATE OF COLORADO 1 NOTARY PUBLIC I_P COM'ION EXHAES APRII:20,_?OE 1NOTARY ID 20104013542 1 TOTAL AREA GROSS NET 0.63 ACRES 0.63 ACRES EXISTING ZONING COMMERCIAL-ONE (C-1) IN PROPOSED LAND USE CONTEMPORARY OVERLAY DISTRICT 6,000 SF MULTI TENANT BUILDING REQUIRED PROPOSED BUILDING COVERAGE 21% OPEN SPACE/ LANDACAPING 12% MIN 12% NON-LIVING 35% MAX 12% LIVING 65% MIN 88% 41 0% *I 'f > <.. ENGINEER WALLACE ENGINEERING de' r » P VICINITY MAP SCALE: NTS No. Description Date Project No.:1975002 Drawn By:MLG Reviewed By:DWB Scale:AS NOTED Date:11.26.2019 PARKING (TOTAL) £ STANDARD 2 ACCESSIBLE 2 BICYCLE 4 FLOOR AREA BY USE AREA COMMERCIAL 6000 S 5 29 3 27 9800 PYRAMID COURT, SUITE 350 2 ENGLEWOOD, COLORADO 80112 4 PHONE: (303) 350-1690 CONTACT: DANNY BALDWIN, PE DEVELOPER PEOPLE TEAM A INVESTMENT, LLC 9275 FOX FIRE DRIVE HIGHLANDS RANCH, COLORADO 80129 CONTACT: SAHN HO CAUTION NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THE LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES wallace r:+ 51» 4 ./A / Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690,800.364.5858 Filename: .. Sheet Title: COVER SHEET Sheet #: 1 OF 7 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED i 0040 vvEl 0 C 70 -iL 7730 E. Belleview. Suite A 150 Greenwood Village, CO 80111 1-7 74-0.-7 -41 / SITE DEVELOPMENT PLAN 2%CHITECTURE -.1 architecture I planning I interiors MVG MARKETPLACE SUBDIVISION FILING NO. 1 LOT 2, SEC 28, TOWNSHIP 3, RANGE 69, QSECTION NE.Seal: OF WHEAT RIDGE, JEFFERSON COUNTY, COLOF EXISTING STORM INLET WV TO REMAIN \--2 - ---WEST -38TH AVENUE--- ™- <---REMOVE HOODS STEPS COMBINATION VAULT r J RE: DETAIL 2 Wi 2" METER AND 6" FIRE x 2 1i - 1.-RL 'r ASY. 5 ' " 6 0' TO 20' BUILD-TO-LINEREMOVE AND REPLACE .-1 ADA PATHWAY «EXISTING SIDEWALK TO C. 4 1 7 /[ir OUTDOOR --£.. L r :·-rNEAREST JOINTS FOR NEW - ' --4 /\ I474% NAL 7 1 ADA RAMP WITH F; 7 1(1 /TO RIGHT OF PATIO i ,- =i WATER LINES 70= 02 OUR -HANDRAILS „' 1z / pr 2 -/ WAY r .1- --CURB INLET N 89*1215'X5' LANDING 1 . .. 1AT BOTTOM OF --- - : 1 1 1 1 If1,61 1RAMP w 1- 29 119 - 1*EXISTING MONUMENT U LANDSCAPE AREA * CONNECT TO SIGN TO REMAIN 1 UN 4 1 9-EXISTING ASPHALTImli 71, T --- - --- /621MODULAR BLOCK RETAINING WALL 'i TV& 5397.84 ,; c \ _18.009- 1 -i' WITH GUARD RAIL A 12 B* 5394.90 V.GM h n / .1 LAN DSCAPE AREA c-k 1 1 / I l 11 / 1 97 '1RE: DETAIL 1 02,4 1 7.-CONCRETE !I =7 - 1 2339 il < 5' GATE (UNLOCKED) i |A k-| ./ SIDEWALK 11 1 FOR FDC ACCESS --1 2- 1 ZI .1 1. EXISTING SIDEWALK 1>- f ? g 51: E... TO REMAIN 7»_ *1 E -··mt -ADA PARKING [PARKING BUMPER 1/ " S--p---LA -iS . 2 2/9- A; 9 2% MAX SLOPE /Kf GNP) : . 1 0 , bl CURB RAMP 2-It ''./r-• ,2- .RE: CDOT STD M-608-101 4 1% 015 1 K- 1G ZII FINISH FLOOR1 I I. 1 11 if)4 2 0 //, Ja [-ELEVATION=5397.47 U LI1 1 2,1 /11 3 3.\ 7 j 01 11 11 >1 I ' 1 409 11 V TW 5397.84SIDEWALK OPENING TO >/1 1 3/ I i 4 4 1 bTS 5397.10 21; OCONNECT TO EXISTING 1 I i -= -B- -SIDEWALK i <In-*tr- 11 ASPHALT 4 1 PIllo1 , , 9 r 1 -_ -'.11 0Le,5 BIKE RACK (2) 0, m" CUIB i RE: ARCH \*a " 143 E 11 1 -I -- / | j-STEM WALL ' *' , TRASH 1119.1 ,1n - ENCLOSURE Pty ,1 it 1 RE: ARCH11 j 1 0 U --- - 1 1}1 i I 18.00' '-1 m 11- p .1 1 ?t « 1 2\ \\... .* 1 11 \ CONCRETE CURB -4--1 11 4. 1 \ AND GUTTER -CONNECT TO EXISTING . 1 . 15 .CONCRETE CURB 6=2644'41" \AlR=150.00 .*t AF?EA INLET -1- r -- ---1 :__=._--- 70.02 J T \\LANDSCAPE AREA r , \0 \ / -----------1---' CURB RAMP,(/ - 10' DRAINAGE & UTILIIY EASEMBT l.. t.< %:- ..---L-----1-------------4---------=-01 1 1 N 90°00'00" W 1 0.36 INF :· 2-- 3 LANDSCAPE AREA , -- 0 1 Ad. 0 -*- - - - -7 27--r-7\STEPS RE: DETAIL 2 l PAVING LEGEND ASPHALT PAVEMENT SIDEWALK 2 ...E£61,22*M,20*i@:44*4*22„A,/-k/6 NAAir>:M,Mia'"WAS. ..... CONCRETE PAVING'.: 1 .4 1 --' A =20' XII L b 1 Ir 4. 1 0 liu :.99 :- 1-: r 9 0 Z Z 4I FDC 22.00' n 12 LT I 00 00 DO D=O li (i > 1 CA BL 0 00 12" 11 MIN0 06 A (dAl) EM IXFMRI 5,1 1 KIPLING STREET 1 1f 2 N I fl 40 800 10 20 1": ' 5 705739.4.3 ' R LOT 1 /STARBUCKS GENERAL SITE NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL MUNICIPAL REGULATIONS AND CODES, WHICHEVER IS MORE STRINGENT. 2. ALL WORK AND MATERIALS SHALL COMPLY WITH O.S.HA. STANDARDS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 4. REFER TO LANDSCAPE PLANS FOR GRASS, TREES AND PLANTED MATERIALS. NOTE: MODULAR BLOCK RETAINING WALL SHALL BE DESIGNED BY MANUFACTURER VERSALOK OR APPROVED EQUAL. (DETAIL SHOWN FOR INFORMATION ONLY) RETAINING WALL SHALL BE DESIGNED, SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE CAP TOW b-- RE: ARCHITECT FOR COLOR MATCH BUILDING 00.Ir i EXISTING SIDEWALK \ FINISHED GRADE COBBLE MULCH /11'Fal BETWEEN EXISTING fillifirtivull--72%%illh,1332-2%%22--·,p SIDEWALK AND WALL -4 l ili t---41 Ill 1-»11 lilia"-111111.---1 11 11+-\- GRANULAR 1-1 MIN. 6" THICK UNREINFORCED MODULAR BLOCK RETAINING WALL SCALE: NTS 12"MII Ll- |- 01 o. Xtx #4 NOSING W 112 2" CLR EW f » \4#4 AT 12" OC EW \ ...ti: i a I CE \4\ 01 \ r:U.:4 .... 7/ 6" AGG BASE 1 U: 4 1/1. UNDISTURBED buIL / 6" - 1- OR ENGINEERED FILL 6" NUMBER OF STEPS AND RISE, "R" VARIES RE: GRADING AND SITE PLANS, "R" NOT TO EXCEED 7" STEP DETAIL SCALE: NTS Ij CAUTION NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THE LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES PLACE BOND BREAKER OF COLORADO --, BETWEEN SIDEWALK AND WALL NEW SIDEWALK IMPERVIOUS FILL 12" THICK MIN DRAINAGE AGG 12" WIDE MIN 4" DIA DRAIN PIPE WRAPPED W/FILTER FABRIC OUTLET AT END OF WALL OR AT 40' MAX EXISTING EARTH EVELING PAD NOTE: PLACE RAILING AT EACH SIDE OF STEPS. RE: ARCH FOR HANDRAIL MATERIALS AND 3 COLOR. %" PREFORM EXP (T&B) JT FILLER W/ JT SEAL.ANT 1 =:21 <-- r \ d SIDEWALK RE: 6/C08 wallace r ¢ ; D j #1 -wl- - - ' El i Wallace Engineering Structural Consultants, Inc. Structural and Civil Consultants 9800 Pyramid Court, Suite 350 Englewood, Colorado 80112 303.350.1690,800.364.5858 A Project for: 1 N CO CO as 0ai 4 2 £ O66 0 CO Of LU E >-0 WE1- M 0 TB 00rl rB D 5/ Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: SDP 7/23/2019 SDP 11/26/2019 SUBMITTAL-3 01.06.2020 No. Description Date Project No.:1975002 Drawn By:MLG Reviewed By:DWB Scale:AS NOTED Date:11.26.2019 Filename: Sheet Title: SITE PLAN Sheet #: 2 OF 7 © G3 ARCHITECTURE 2018 ALL RIGHTS RESERVED t 1 *#lif 7730 E. Belleview, Suite A 150 Greenwood Village, CO 80111 \22=57 .F,4-%9';*40'la*·wn•11»@ilW,d,IMN.I-W./.0/I..-I:I.&--0WA'i-AMN-N4t. /.»I.k-KMe942?**I....I-'-I/&,A-.'*,Af*.¥448.1#We»»*.1:**+N)•/%*%*-mWU:.....#..A#940/.*44,4*474W46-0/.¥v;..a»»Ve-NMkA"44®CHITECTURE 1004 W. 38TH Ave. Wheat Ridge, Colorado 80033 Landscape Plan 1 architecture I planning I interiors Seal: 14*iar,04 -- ifK OO LANDSCAPE PLANT LIST SITE AREA CALCULATIONS GENERAL LANDSCAPE NOTES DECIDUOUS SHADE TREES SYMBOL COMMONNAME WEH Wesiern Hackberry ORNAMENTAL TREES SYMBOL COMMON NAME PSG Princebn Ser* Ginkgo DECIDUOUS SHRUBS SYMBOL COMMON NAME AFD Arcic Fire Dogwood LOP Lodense Privet DFS Gro-Low Fragrant Sumac GFS G.kiame Spirea 0 9 MATURE MATURE WATER SIZE AND BOTANICALNAME SUN/SHADE HEIGHT SPREAD USE CONDITION Celis occiden tails 50-60' 40-50'Low Sun 2" Cal., B&B MATURE MATURE WATER SIZEAND BOTANICAL NAME SUN/SHADE HEIGHT SPREAD USE CONDITION Ginkgo bitoba 'Princebn Senty'35-40' 12-15' Medium Sun / Part Shade 2 Cal, B&B MATURE MATURE WATER SIZE AND BOTANICAL NAME SUN/SHADE HEIGHT SPREAD USE CONDITION Cornus sericea ArcE Fire 3-4'3-4' - Medium Adaptable 5 Gallon Cont Ligustum vufgare 'Lodense'2-3 3-4'Low Sun / Part Shade 5 Gallon Cont Rhus ammafca'Gro-Low'2-3 6-8'Low Sun 5 Gallon Cont Spiraeajaponica 'Goldiame'2-3 2-3'Medium Sun / PartShade ; 5 Gallon Cont DESCRIPTION LOT AREA QTY LANDSCAPED AREA: 4 NON-LIVING LIVING -SOD QTY TOTAL ON-SITE TREES 2 (3,295 SF / 1,000) x 1 TOTAL ON-SITE SHRUBS (3,295 SF/1,000) x10 QTY BUILDING SETBACK TREES (48 LF / 30) x 1 8 STREETTREES (PROVIDED AS PART OF6 - MASTER DEVELOPMENT) 10 REQUIRED *12% MIN./3,294 SF 35% MAX. 65% MIN. 30% MAX. 3 TREES 33 SHRUBS 2 TREES N/A PROPOSED 27,456 SF 12.6% / 3,465 SF 12% / 429 SF 88% / 3,036 SF 20% / 679 SF 6 TREES 58 SHRUBS 2 TREES N/A EVERGREEN SHRUBS SYMBOL COMMON NAME BOTANICAL-NAME Blue Point Juniper Juniperus chinensis 'Blue Poinf Miniatire Mugo Pine Pinus mugo'Mops' Bright Edge Yucca Yucca flamentsa Eright Edge' BPJ MMF BEY NOTE: 1) 8% DEVIATION FROM THE 20% REQUIRED LANDSCAPING PERMITTED VIA VARIANCE FROM CITY OF WHEAT RIDGE. 2) STREETSCAPE PLAN SHOWN WAS APPROVED PER CASE NO. WSP-14-01 3) AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL ON-SITE PLANTINGS. W 38TH AVENUE STREETSCAPE IRRIGATION AND PLANTINGS BY MASTER DEVELOPMENT PER THE SUBDIVISION IMPROVEMENT AGREEMENT ASSOCIATED WITH CASE NO MS-14-01. 1. ALL LOW PERENNIAL AND GROUNDCOVER PLANTING AREAS SHALL BE MULCHED WITH SHREDDED WESTERN RED CEDAR WOOD MULCH, AT A DEPTH OF y. WEED BARRIER FABRIC IS A Project for: NOT REQUIRED UNDER WOOD MULCH. 2. ALL OTHER PLANTING BED AREAS SHALL BE MULCHED WITH 1-1/2 GRAY ROSE MULTI-COLORED RIVER ROCK, AT A DEPTH OF 3% INSTALLED OVER PERMEABLE WEED BARRIER FABRIC. DO NOT INSTALL EDGING BETWEEN WOOD MULCH AND ROCK MULCH AREAS. 3. SOD EDGER SHALL BE 14 GAUGE ROLLED TOP STEEL EDGING (DARK GREEN COLOR) IN THE LOCATIONS SHOWN ON THE PLANS. EDGER IS NOT REQUIRED WHERE SOD ABUTS CONCRETE. 4. ALL AREAS TO BE LANDSCAPED SHALL HAVE ORGANIC AMENDMENTS THOROUGHLY 06 N INCORPORATED INTO THE SOIL AT A RATE OF 5 CUBIC YARDS PER 1,000 SQUARE FEET, AND - .4-a TILLED TO A DEPTH OF 6 INCHES.UO 5. ALL SOD AREAS, BED AREAS, AND LANDSCAPE AREAS SHALL BE FINE GRADED PRIOR TOINSTALLATION OF NEW PLANT MATERIAL. ROCKS, WOOD, AND ANY MATERIAL LARGER THAN 1 " IN - DIAMETER SHALL BE REMOVED FROM ALL PLANTING AREAS PRIOR TO SODDING AND PLANTING Z afNEW MATERIALS. 6. EXISTING TURF, SHRUBS, TREES, AND PLANT MATERIAL TO BE REMOVED SHALL BE FULLY <2) REMOVED FROM THE SITE, INCLUDING ALL ROOTS.2/ ti 7. ALL LANDSCAPED AREAS SHALL BE WATERED BY A FULLY AUTOMATIC UNDERGROUND LU OCIRRIGATION SYSTEM. 1-- ¤) MATURE MATURE WATER SUN/SHADE SIZE AND HEfGHT SPREAD USE CONDITION QTY 8-10'6-8'Low Sun / Part Shade 5 Gallon Cont 4 2-3 2-3'Low Sun / PartShade 5 Gallon Cont 11 2-3 - 2-4' Low Sun / Part Shade 5 Gallon Cont 10 ? 8. SOD AREAS SHALL BE ZONED SEPARATELY THAN BEDS, AND SHALL BE IRRIGATED VIA POP-UP SPRAY HEADS PROVIDING FULL (HEAD TO HEAD) COVERAGE. HEADS SHALL BE COMMERCIAL GRADE WITH REPLACEABLE NOZZLES, PRESSURE REGULATORS, AND CHECK VALVES. 9. BED AREAS SHALL BE ZONED SEPARATELY THAN SOD AREAS, AND SHALL BE IRRIGATED BY INDIVIDUAL DRIP EMITTERS TO EACH PLANT. DRIP COMPONENTS SHALL BE COMMERCIAL GRADE RAIN-BIRD OR EQUAL POINT SOURCE EMITTERS, WITH ALL PLANTS RECEIVING IRRIGATION. C DM 5 ORNAMENTAL GRASSES QTYSYMBOLCOMMON NAME BOTANICAL NAME MATURE MATURE WATER SUN/SHADE HEIGHT SPREAD USE SIZEAND CONDITION FRG Fealher Reed Grass Calamagrosis acullora 'Kar! Foersbf 4-5' 18-24" ' Low Sun / PartShade 5 Gallon Cont ' 27 PLANTING DETAIL FOR SHRUBS, AND ALL Client: PMG Flame (Purp'e Maiden) Grass Miscanttus sinensis purpurascens 3-4' 2-3'Medium Sun 5 Gallon Cont 23 Cr3) PLANTING DETAIL FOR ALL TREES /h CONTAINER PLANTS LARGER THAN 1 GALLON PEOPLE TEAM ACA ,9 « L I'jt'%'I I "flbaE.'Ah - ,48-/ N.T.S.N.T.S.INVESTMENT, LLC//FAMId#Wur#EaMS"*#C PERENNIALS MATURE MAT SYMBOL COMMON NAME BOTANICAL NAME HEIGHT 6SPR CRH Coronado Red Hyssop Agastadie 'Ps'essene'15-18' 12-**D DWD DwarfYelow Daylity Hemerocallis'Happy Retrns'4 1 4 C 4 0 LTC Litlle Trudy Catnint Nepeta 'Psilte' SODW 90 / 10 Fescue/Bluegrass Mix... I I. URE WAT ER SIZE AND DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD WOOD AFTERSUN/SHADE QTY *,PLANTING AND STAKING. KEEP CROWN SHAPE TYPICAL OF SPECIES.EAD USE SPACING 15'Low Sun / PariShade 4" Pot/ 36' O,C.14 GUAGE GALV. WIRE 401 1..0.-A M n.# / 0 An A n WITH 1 /2" 0 X 18" WHITE PVC PIPE ON EACH WIRE. - SPECIFIED TREE STRAP COLLAR, DO NOT TWIST. V V. / - SPECIFIED POSTS, 2 EA 6/8' HT. ALLIGN AS APPROVED. KEEP PLUMB / WITH TOPS EVEN. DRIVE 12' INTO UNDISTURBED SUBGRADE OUTSIDE PLANTING PIT. TREE STAKES LOCATED INSIDE WATERING SAUCER ON27%TREESGREATER THAN 3' CAL. USE GUYS AS PER EVERGREEN TREES.--7/. -f - / - WRAP ENTIRE SURFACE OF TRUNK UP TO BRANCHES WITH REQUIREDWRAPPING WHEN SPECIFIED. REFER TO SPECIFICATIONS. SECURE @ TOP.020 WITH DUCTTAPE. ,- O" AT TRUNK 4" DEPTH SPECIFIED MULCH AT EDGE OF RING, INSIDE 4" / WATERING SAUCER. REMOVE SAUCER UPON SODDING/SEEDING IN IRRIGATED AREAS. PLANT TREE 2-4" ABOVE SURROUNDING GRADE LEVEL ON UNDISTURBED SOIL. SET TRUNK PLUMB. SPECIFIED BACKFILL MIXTURE. ADMENDMENTS AS SPECIFIED IN TOP 12" DEPTH. REMOVE ALL TWINE & WIRE FROM BALL. REMOVE WIRE BASKETS. INITIAL STABILIZING BACKFILL 1/3 DEPTH, COMPACTED. - UNDISTURBED PIT BOTTOM FOR ROOT BALL BASE. BALL DIA. + 24" 15 10 24 ay 1 Z- 1 J 1£-t O LOW Juli 9 1-Ul, Ct V.U. 8-12 18-24'Low Sun 4' Pot/ 36" O.C. IETIE 111El i lEil lEil lEi 11*111EU NOTE: DO NOT PLANT ANY PLANT WITH ROOTBALL NOT IN CONFORMANCE WITH COLORADO NURSERY ACT REQUIREMENTS. HOLD MULCH GRADE 1" BELOW EDGE OF WALK, EDGING OR CURB. CONCRETE CURB, EDGING, OR SIDEWALK 3'-4' SETBACK i - PRUNE ALL DAMAGED OR DEAD WOOD AFTER PLANTING AND MULCHING - SET SHRUB AT GRADE GROWN IN CONTAINER OR GROWN IN NURSERY. SET TOP OF JUNIPER'S ROOTBALL TO FINISH GRADE OF MULCH - APPLY SPECIFIED MULCH AT 3" DEPTH - SCORE CONTAINER ROOTBALLS WITH ENCIRCLING ROOTS - FILL PLANT PIT WITH SPECIFIED BACKFILL -- MIX. SEE SPECIFICATIONS FOR COMPOSITION REMOVE CONTAINER. PLACE ROOTBALL ON UNDISTURBED SOIL BALL DIA. + 12" - 0 0 €*..000 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: CLIENT REVIEW 05.28.19 SDP SUBMITTAL 07.22.19 SDP SUBMITTAL 11.26.19 CLIENT REVIEW 01.06.20 SUBMITTAL - 3 01.06.20 No. Description Date Project No.:19-008 Drawn By: JG Reviewed By: MC Scale: Date:11.26.19 Filename: Sheet Title: Landscape Plant List & Details OUTDOOR -DESIGN GROUP- C. r . 03 4 E wwwODGDESIGN.COM# -4-1 1 - ··:0 2 OUTDOORDESIGN GROUP,INC. 5690 WEBSTER STREETCall 3 business days in advance before you dig, grade, or ARMADA CO 80002 excavate for the marking of underground member utilities (303) 993-4811 Sheet #: 3 OF 7 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED 1 1 Greenwood Village, CO 801117730 E. Belleview, Suite A 150 AM®CHITECTURE 1004 W. 38TH Ave. Wheat Ridge, Colorado 80033 Landscape Plan architecture I planning I interiors Seal: LANDSCAPE PLAN LANDSCAPE LEGEND (SEE SHEET Ll FOR FULL PLANT LIST) ' ..1.-.*-....I I.-$..i./Wir.....0:A , a,Yaill ...>'.:*p**p,7,41 WEST 38TH AVENUE EXI STING TREES TO REMAIN ASPHALT C Offggrff-04 fof PROPERTY LINE -1 . EXISTING STREET TREE ASPHALT -*DECIDUOUSEXISTING COBBLE 1\ / F EXISTING SOD LAWN SHADE TREES A Project for: SOD LAWN - 1.-- I \1 1 EXISTING MONUMENTSIGN _ \<I / E- ROCK MULCH; ASPHALl 1-12 GRAY ROSE <-- MULTI-COLORED I RIVER ROCK, TYP.4/ h2 4 2 Lit PROPERTY UNE · EXISTI NG SIDEWALK WALL COBBLE; 5-10" - NATURAL GREY 1 -x. COBBLE,TYP. 1 1 -BPJ - 3-FRG --kt - GRASS:· .. N \09°12'50"2 E 14 015 .En. 95 - / €2. ..4. LJ 3- 1- U.\ L 3-CRH 3-MMP 3-FRG j 2-PSG E Il__ L 3-LOP I AnCI< AA 44 \9 l /1/1 , 1 ZE 112 2 - W - - <£ 2 LU - - A - J - D - PROPOSED BUILDING t -.Ii. . __ 8 ASP :1*tfq 1/ 1 0 SEWER 13'24'22 39Vt -71$4 U n lt. 5' DRAW\ id IRRK;ATIONCON Il?04 · ' r« (f:Mill93\L 3-PMG 'ASPHALI2- EXISTING ADJACENT ·LOP LANDSCAPING TO REMAIN PMG ,/ WEH·MMPL ULCH-- - 4-FRG 1 -WEH -- 1 -DFS --- 5-PMG --I 5-GFS m 3-FRG -SRLT -- 5-BEY - 3-PMG - 5-BEY - 3-FRG / r 5-GPS L 3-FRG 4 ft,14 W C 1Ft 4-DWD 3-LOP ChC 3-MMP ROCK MULCH /U fr 0 19 0 ORNAMENTAL TREES V, 06 C\1 DECIDUOUS SHRUBS 25 ai Gee EVERGREENSHRUBS ><C <C €00 00&5 ORNAMENTAL GRASSES coed.49 2 -- BE 0 820 LARGE PERENNIALS 0 T- .=EXISTING LAWN TO REMAIN - SOD. 4- •» vr .. :..:. b ::...:.I 5-10" COBBLE L'/ J ,3- 3-PMG -- 5-LTC Client: 5-LTC -1.-.-& -1 --3-BP BIKE RACK 1 2-MMP PEOPLE TEAM A 3-AFD INVESTMENT, LLC 5-FRG 1 \SITE AREA CALCULATIONS KEY 9275 Fox Fire Drive . Highlands Ranch, CO 80129 3-LTC 1 -WEH 3-LTC 2-DFS 540 11- -01\\ 1-36=26°44'41" R=150.00 70.02 TRANSFORMER < . 6-PMG 1 1 STEEL EDGER V SOD LASVN -yA 3-LTC 4\ 5-AFD0 3-DWD 0 10'20 4 ·-:: A >· > t:A, -11-1- i /U E-» I ----- 10' DRAINAGE & UTILITY EASEMENT \-ROCK -J MULCH ASPHALT N 90°00'00" W 130.36 ASPHALT WEST 38TH AVENUE. 29.1-:.2.br·it". re./#M.#ra .A I ,·0 N #&972'50"5% 1.?M- Z'..,...,1.'....hn 1 -- t:/ :r- 1-1- EXISTING ADJACENT 4 LANDSCAPING TO REMAIN r ....... - 1 1 L DESCRIPTION REQUIRED PROPOSED Revisions: LOT AREA - 27,456 SF CLIENT REVIEW 05.28.19 SDP SUBMITTAL 07.22.19 LANDSCAPED AREA:*12% MIN. / 3,294 SF 12.6%/3,465 SF SDP SUBMITTAL 11.26.19 NON-LIVING 1 35% MAX.12% / 429 SF CLIENT REVIEW 01.06.20 SUBMITTAL - 3 01.06.20 .MY!!S _ _ 65% MIN.88% / 3,036 SF ---- GOD i 30% MAX.20% / 679 SF 1 lili %2=11 LCOZL . M „tal.ON NOTE: . llc 1) SOD INCLUDED IN LIVING LANDSCAPE AREA., ASPHALT 1 tf w O 1 1 35 ./ 0 14.:9. 0 -1 CD No. Descfiption Date 117 -3 19-008Project No.: JG1 4 ' 0 Drawn By: n € Reviewed By:MC 20' Scale: Date:11.26.19 Filename: R=150.00 -kg88%4 2 Sheet Title: 70.02SCALE: 1 "=20' r'U 40'80' 10- DRA NAGE & UTILTY EASEMENT1 SCALE:1 "=LandscapeN 900000' W 130.36 40' Plan OUTDOOR -DESIGN GROUP- Sheet #: Call 3 business days in advance before you dig, grade: or excavate for the marking of underground member utilities WWWODGDESIGN.COM OUTDOOR DESIGN GROUP, INC. 5690 WEBSTER STREET ARMADA, CO 80002 (303> 993-4811 4 OF 7 © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED 1 L f n 9*3«30 11 7730 E. Belleview, Suite A 1507-3 -0*07 1 Greenwood Village, CO 80111 CHITECTURE architecture I planning I interiors Seal: A Project for: . =-Ii-----lill---i---li---1--I--=-Il-1-im. ...../1/"11""INFF:lill//PI:/2:/Ill:lill/1/:Ill:'Im:,1//1/.r.9.......Uill'll'll://1//il,ilillii..............U....VAU emiriijii§limmmE mmISEM i EE 1= i. ------i illilli......1..... --* -t E.':1' -1 =.6 --- -------- .. a. 0 0. 9.99.99 9. 99 99 e A - 0 ..... --------rf 4,-mil/Pr------/.-it--------Fl----/---/-----------------1(---1 J. :. . .. ill .A 1 :=====: ililillillillilillitill.21/El/EL//f iENE.imt+ - -=geage:*=! Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: SUBMITTAL - 3 01.06.2020 No. Description Date - Project No.:19-008 Drawn By: JL Reviewed By:SH Scale:AS NOTED --- Date:06.28.19 Filename: Sheet Title: BUILDING ELEVATIONS Sheet #: 5 of 7 .. © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED EXTERIOR FINISH SCHEDULE GROUND STORY ACTIVATION (TRANSPARENOO REQUIRED PROVIDED MATERIAL PRIMARY STREET - W. 38TH AVENUE - NORTH ELEVATION 171 FIBER CEMENT BOARD, NICHIHA,TOTAL TRANSPARENCY (%)60 %VINTAGE WOOD " BARK"6056 STUCCO: SW 7532"URBAN PUTTY' BUILDING FACADE 238.2 SF CLEAR GLAZING 143.8 SF E-J VISA LIGHTING, OW 1335"AVATAR" SECONDARY STREET - WEST ELEVATION|1 GENERAL SHALE MODULAR BRICK'Bl RUNNING BOND COLONIAL GRAIN" WITH CONCAVE MORTAR JOINTS * HATCHES INDICATED TO 1/2" RECESSED TOTAL TRANSPARENCY (%)30 %31.1 % METAL CAP, MATCH FINISH COLOR TO BUILDING FACADE 602.2 SF SW 7073 ¤NETWORK GRAY CLEAR GLAZING 187.5 SF PAINT, SW 7068 "GRIZZLE GRAr PUBLIC SPACE - EAST ELEVATION PAINT, SW 7532'URBAN PUTTY" TOTALTRANSPARENCY(%)30 %66.4 % FABRIC AWNING BLACK"BUILDING FACADE 604.8 SF CLEAR GLAZING 401.3 SFSTEEL RAILING, PAINT, SW 7068 'GRIZZLE GRAY" PRECAST CONCRETE CAP, "NATURAL CONCRETE COLOR STOREFRONT:CLEAR ANODIZED ALUMINUM STOREFRONT DOORS: RAILS AND POLE HANDLES GLAZING:"LOW E" CLEAR GLASS INSULATING UNIT ALL BUILDING MOUNTED UTILITY EQUIPMENT WILL BE LOCATED BEHIND METAL SCREEN WALL AND BE PAINTED TO MATCH ADJACENT EIFS COLOR. P1 E MC E 'El P1 MC P1 F MC E 1711 Fl T.O. PARAPET - El El ' T.O. PARAPET ELEV. 122'-0" AFF ELEV. 120'-0" AFF T.O. PARAPET ELEV. 119'-0" AFF B.O. CANOPY B.O. CANOPY ELEV. 110'-0" AFF ELEV. 110'-0" AFF OFZONE OF TRANSPARENCY 6 SPARENCY T.O. CONC. CAP ELEV. 103'-0" AFFEP FINISH FLOOR FINISH FLOOR ELEV. 1001-On AFF ELEV. 100'-0" AFF T.O. PARAPET IFI ELEV. 122'-0" AFF T.O. PARAPET ELEV. 119'-0" AFF B.O. CANOPY B.O. CANOPY ELEV. 11000" AFF ELEV. 110'-0" AFF )F PARENCY T.O. CONC. CAP ELEV. 103'-0" AFF FINISH FLOOR FINISH FLOOR ELEV. 100'-0' AFF WALL MOUNTED UTILITY / EQUIPMENT -FilEd Ed[8l BP2 S C B S IWI 1-1-1 <7 SOUTH ELEVATION2 C-) EAST ELEVATION 1 , SCALE: 1/8"=1'-O" [3-1 ER-1 ril rrl ril [3-1 E*-1 ...9-- - EXTERIOR FINISH SCHEDULE MATERIAL 7-1 FIBER CEMENT BOARD, NICHIHA, | VINTAGE WOOD " BARK " -- STUCCO: SW 7532 "URBAN PUTTr VISA LIGHTING, OW 1335 'AVATAR" GENERAL SHALE MODULAR BRICK RUNNING BOND "COLONIAL GRAIN" WITH CONCAVE MORTAR JOINTS * HATCHES INDICATED TO 1/2" RECESSED --7 METAL CAP, MATCH FINISH COLOR TOMCI SW 7073 "NETWORK GRAY p 1 PAINT, SW 7068 "GRIZZLE GRAY -- PRECAST CONC. CAP r-- TRASH ENCLOSURE BRICK VENEER, MATCH TO BUILDING BRICKP2 PAINT, SW 7532"URBAN PUTrY' A | FABRIC AWNING "BLACK"P. OF (4). V #7068 GRAYDSTEEL RAIUNG, PAINLRSW 7068 "GRIZZLE GRAY PRECAST CONCRETE CAP, CLOSURE SLAB"NATURAL CONCRETE COLOR EF. CIVIL STOREFRONT:CLEAR ANODIZED ALUMINUM STOREFRONT DOORS: RAILS AND POLE HANDLES GLAZING:'LOW E" CLEAR GLASS INSULATING UNIT ALL BUILDING MOUNTED UTILITY EQUIPMENT WILL BE LOCATED BEHIND METAL SCREEN WALL AND BE PAINTED TO MATCH ADJACENT EIFS COLOR.)N 3A. VERTICAL ETALS W/ STEELANGLE AE. CONTINUOUS JOINTS. PAINT 1 "GRIZZLE GRAY") JJ 1 .1 11 1111 j C-) BIKE RACH7 - CANE BOLT @ EACH GATE. PAINT (SW #7068 "GRIZZLE GRAY'l IN OOTH ALL METAL WELDS. ) PAINT ALL METAL SURFACES. E FOR POWDER COATINIG ALL RFACES , STEEL BOARDS, TYP. PAINT YELLOW' COLOR, RE: 9/A102 A NOTE: 1. GUARDRAIL SHALL MEET 2015 IBC, SECTION 1015.3, 1015.4, AND CONNECTION TO THE STRUCTURE PER 1607.8 2. GRIND ALL WELDS SMOOTH, TYP. A- 1-1/2" DIA. STEEL GUARDRAIL, PAINT. - GATE: 16 GA. VERTICAL RIBBED METALS Wl 1 29(29(1/4. STEEL ANGLE IRON FRAME. CONTINUOUS WELD ALL JOINTS. PAINT (SU #7068 "GRIZZLE GRAY") - CONCRETE LOADING PAD I4L1 OVER 90% COMPACTED4, ELEV. REF.CIVIL 4 BASE, 4" MAXIMUM SLOPE. <1U80 SLEEVE & GROUT INTO CONCRETE - SIDEWALK L-- CONCRETE CONTROL JOINTS, TYP.N 1" DIA. VERTICAL STEEL TUBES, PAINT. - TYP. GUARDRAIL ELEVATION(8 C-) TRASH ENCLOSURE & RAMP ELEVATION C-) TRASH ENCLOSURE & RAMP PLAN / SCALE: 1/4"=1'-0" r------------------- 7730 E. Belleview, Suite A 150--04 iGreenwood Village, CO 80111 1-9-1,-™. / 1 CHITECTURE architecture I planning I interiors Seal: -,m-=mr,n-:£&"£/././.r#,"F„r"" I'lit . A 1 A ... D A A .A .... 0 ..A ..A. A: . ::D A ...A i 1D .AD A .. .El I ./1 ..11=11=11=11=1 8, 1 0 . .. lA .. . .A e ..A .A . 0 A... 0 1 A A 'A A .A . A A . A . .---------------.- EE 0 . ..A .A .' Eti A -Wh Ill'11..'ll'll"IMI'll"ll'llillllllllllilltllllilll A Project for: -Om oc C 5.9- DM Client: PEOPLE TEAM A INVESTMENT, LLC 9275 Fox Fire Drive Highlands Ranch, CO 80129 Revisions: SUBMITAL - 3 01.06.2020 No. Description Date Project No.:19-008 Drawn By: J L Reviewed By: SH Scale:AS NOTED Date:06.28.19 Filename: Sheet Title: SITE DETAILS Sheet #: 6 of 7 .. © G3 ARCHITECTURE 2019 ALL RIGHTS RESERVED ..Il-./.-lili..'....I--Ill.'-I.-Il-*Il.---I'll....I---I-.....Il.I--..I-.I......Il- -06 N '.....- T 7730 E. Belleview, Suite A 1501,-9 Greenwood Village, CO 80111 L--7 )/2 1,/ GlCHITECTURE \ A r [ 0 7 architecture I planning I interiorsvv no i 3 81 H AVE NUE ASPHALT ASPHALT Seal: FLAT LENS FULL CUT OFF GRAE 0.2 1.3 3 -11 5 46.6 t).7 7 -0.6 b.4 %.0 1).0 b.0.1 b.2 n +\X Ge.9 0.2 b.3 4/ L .5/ 0.5\rt)-4 b.2 O.7 3.4 %4489001.2'5(13:5 E .'b .1647,.4 .51 . ,1.5 ,+.5 .,$ 0 ,+A R ,+A.i>. b.0 b.01.5 1,0 0.1 18'-0" ***(WHERE REQUIRED BY LOCAL CODES, THE CONDUIT 0.5 b.6 b.6 0.6 1.1 9.0STUBBED ABOVE THE CONCRETE BASE SHALL BE GRC TYPE 40.8 t.1 b.9 %.8 1.3't . 2.9 1.8 1 .1 b.0 5.0+ CONDUIT WITH A METAL BUSHING)ASPHALT *** THE EXACT LOCATIONS OF ALL BASES SHALL BE DETERMINED FROM THE ARCHITECTURAL AND CIVIL-JF DRAWINGS, INCLUDING THE TOP OF THE POLE BASE A Project for: ELEVATIONS. 1< CONNECT SYSTEM GROUNE)-- CONDUCTOR TO GROUNDING LUG INSIDE OF POLE ..9 HANDHOLE GRD PER NEC 250-50 POLE BASE COVER 0 HANDHOLE COVER PVC ENDBELL 4 11.11 liLlil- GROUTED BASE--NON SHRINK VERIFY W/ ' GROUND CONDUCTOR 0-5ARCHITECT-- TO REBAR IN POLE BASE ANCHOR BOLTS SUPPLIED w/POLE 1 1 / / 111.ZIZI. 1 AS REQUIRED FOR 100 MPH WIND LOADS AND FOR THE LOCAL SOIL CONDITIONS. L.j i MIN. PER N.E.C ri - - PVC SCH 40 CONDUIT HANDHOLE COVER CONCRETE POLE BASE-3000 PSI - WITH 4#4 VERTICAL REBARS & #2 REBAR TIES @ 12" J.1 b.2 1.5 3.0 -1.7 1.0 .1.C t.O 1.3 1.6 1.5 t.4 1.1 4.2 t.6 1.it b.0 1.0 3.5 3.1-OWS WS Zh b.3 2.2 4.2 1.2 -1.-8 3.2 3.7 5.& 5.5 t·.1 -5.0 1% 3.5 34 b.3 3.-1., . 2.2 3.4 3.73.1 32-.2_ 0.1 0.0h 3.5 2.1 L 3.5 4 ,-0.5 WS 6,05.2 t.4 5.7 -5.2 -4.6 12.4 .1 0.1 0.0 2.1 0.39,b. 7 1.44 WP j_-4.7 b .O 6.0 6.5 6.4 5.0 .1 b.1 b .O0.6 3.1 b.3.Nrob.6 WP -3 1.2 |]1.7 12.1 t.O 1.6 1.0 ·.1 b.i b.1 ED 0.3 t.5 NL 7 .1 +0.9 5.6 4.1 .10.1 Z 0.6 1.7 WS MO 0.3 O.8 +O.6 b. 4-.2 -5.1 A.61?90.5 b.3 w 1.5 1.1 +0.8 +0.5 b.4 .3_0.2 b.i0.5 b.3 b.6 2.9 14 wp t.4 .3 b.2rlut A,B L ALT TENANT (D 22 ASPHALT 1-MUVO || - VJ n 12" MORE IN DIAMETER THAN THE - BOLT CIRCLE DIAMETER OF THE POLE1AS THE MINIMUM DIAMETER OF THE / POLE BASE. DM 2 POLE BASE DETAIL TYPE 'AA1' SCALE: NOT TO SCALE EXTERIOR LUMINAIRE SCHEDULE MANUFACTURER FIXT.MOUNTING FINISH LAMP DATA LAMP WATTS TYPE NAME CATALOG NUMBER METHOD AA1 HUBBELL CIMARRON - CL1-A-60LU-4K-4-DB-BC DB LED 135 POLE WP HUBBELL GEOPAK - TRP1-12L30-3I<7-3-U-DB-E DB LED 28.2 SURFACE WS VISA LIGHTING AVATAR - OW1335-L3OK-H-MVOLT-BRNZ BRNZ LED 29 SURFACE b.3 - 1.0 Wp 2.6 Il %.6 t.1 t.6 1.3 1.1 .7 1.4 b.2b.5 3 .5 b.3 2.5 5.1 3 j.5 U %.7 13.5 '2.5 5.6 1.8 0.4 1.2It).6 .3 -1&.1 4.9 4.1. 5.1 t.5 1.9 E.9 0.4 0.341i. A ·'R WS :O+ wskr3 -5 -0 1.4 \ 2\ 7 .6 1.7 r: O 2.9 4/11/S6.8 [ 1.6 %.5 4 .9 4 .5 » .5 1 .7 Q#%·t: b.2 0 ./\Al 3/ b.2 5. + b. 8 .4 \.6 1.3 1. *2.2 55.3 3.37 3 .5.7 5.2 1.1 t£. 5 -b. 1 1-/ 431/ 1 ®3.2 .3 +04 0.6 -0.6 -0.7 b. 7 0..3 b.7 :.5641).3 ?. 0 @ :+(U) 0+ MTG DESCRIPTION VOLTSHEIGHT 18'-0"SINGLE HEAD TYPE IV DISTRIBUTION POLE UNVFIXTURE WITH BACKLIGHT CONTROL 9'-0"WALL PACK WITH 90 MIN. BATTERY BACK-UP UNV 9'.0"DECORATIVE WALL SCONCE UNV Client: PEOPLE TEAM A0 3 0.3 03 0.3 03 0.3 0.3 0.3 0.2 Al 01 0.1 f.1 0.0 0.0 u INVESTMENT, LLC -'h rOSPHil._Tnb.2 b.2 b.2 b. 2 N 0 06 60 " %12 1 373 -366 i b.1 o.i b.0 b.0 9275 Fox Fire Drive ASPHALT Highlands Ranch, CO 80129 ++1.1 0.1 b.1 0.1 0.1 %.1 b.1 1.1 11.1 0.1 0.0 0.0 0.0 b.o 1 ASPHALT Revisions: M|| ISSUED FOR PERMIT 06.28.19 2ND SUBMITTAL 11.26.19 SUBMITTAL - 3 01.06.20 1 PHOTOMETRIC PLAN SCALE: 1"=20'-0" No. Description DateCalculation Summary Project No.:19-008 Label CalcType Units Avg Max Min Avg/Min Max/Min Drawn By:AV OVERALL CALC GRID Illuminance Fc 1.39 9.4 0.0 N.A.N.A Reviewed By:JCAA PROPERTY LINE Illuminance Fe 0.42 1.8 0.0 N.A.N.A scale: AS NOTED PARKING AREA Illuminance Fc 2.09 5.2 0.1 20.90 52.10 Date:11.18.19 Filename: Sheet Title: PHOTOMETRIC PLAN Sheet #: C< 3457.Tt' 16 JCAA QINOINE:EMIS. LLC 4100 Wadsworth Blvd. 8 7 of 7 Wheat Ridge, CO 80033 6 p 303.985.3260 .. ©G) ARCHITECTURE 2019 ALL RIGHTS RESERVED 0.1\\ 0.2 2\ b.1 *.1 b.11\ .1O+ C CA 1':J [ City of Wheat Ridge 09/04/2019 11:25 CBBA ZONING APPLICATION FEES CDA021526 AMOUNT FMSD ZONING APPLICATION FEES 326.00 PAYMENT RECEIVED AMOUNT CHECK: 63858 326.00 TOTAL 326.00 City of Wheat Ridge 09/04/2019 11:25 CDBA ZONING APPLICATION FEES CDA021526 AMOUNT FMS)) ZONING APPLICATION FEES 326.00 PAYMENT RECEIVED AMOUNT CHECK: 63858 326.00 TOTAL 326.00