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Home My WebLink About4048 Clear Creek Drivebuildina ONE consultina. Ilc August 24, 2021 Mr. Tom Harris Evergreen 1873 South Bellaire Street, Suite 1200 Denver, CO 80222 RE: Building Envelope Consulting Services Outlook Clear Creek W heatridge, Colorado Project Number 19 -1205 -CC Dear Mr. Harris Building One reviewed the Building Envelope at the Outlook Clear Creek property, specifically at the 4048 Clear Creek Drive address. The weather resistive barrier was observed at all exterior wall assemblies. Building One initially noted some inconsistencies, but it appears that all our concerns have been addressed. It is our understanding that the exterior wall assemblies are in general conformance with the construction documents and industry standards. If you have any questions, please do not hesitate to call. Sincerely, Building One Consulting, LLC Chad Stinnett, RA Associate ViaEmail. Tom Harris'. tharrisadevme.com denver I boston 3190 s. wadsworth blvd., suite 230 1 lakewood, co 80227 1 303.986.1400 m w z m V) �------------------- -- ----� � | | ---------------------------- - | ■ � ■ \ y k , 8[ IIIHS ]]g - ]\gH)TV§ + Al -R _,i,w « m �� / b ƒ � -----�±-a ■� / � w ( [ § � { Q ; � U) Q) \� > o \\ \ e ` §§ \± ( /s \ \\\ \ \ m® [F A } �( /j ) / \ \\ \} \ \ y k , 8[ IIIHS ]]g - ]\gH)TV§ + Al -R _,i,w « m �� / b ƒ � -----�±-a ■� / � w ( [ § � { Q ; � U) Q) E > o (I @w ` �UERO8 7gtnt 0 f/§} \k§) _ a :HlVd3llJ Lq- ƒ 0 \( ` §§ _� §§ /s _ a :HlVd3llJ �( @` m, LIVHdSV �( FOR OFFICE USE ONLY Approved by: City of � Wheatldge Steven Peck 07/12/2021 COMMUNITY DEVELOPMENT Inspector Date City of Wheat Ridge Municipal Building 7500 W. 291 Ave. Wheat Ridge, CO 80033-8001 P: 30.3.235.2846 F:303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Commercial and Multi -Family Developments This form must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This form must be accompanied by a Construction Control Plan following the procedure found on the reverse side of this form. DATE: JUNE 27, 2020 PERMIT# ADDRESS: 4048 CLEAR CREEK DRIVE, WHEATRIDGE, CO LOT I , BLOCK I OUTLOOK AT CLEAR CREEK CROSSING SUBDMSION SURVEYOR: I hereby certify that the elevations and distances shown on the attached sheets and as stated below for the recently formed or constructed structural foundation for the above property have been measured by me or directly under my supervision. See the attached Form Check and Sheet 20 of the Construction Control Plan. All measurements have been determined on the following location: (Check only one)- Top of proposed foundation wall prior to placement of concrete X Top of foundation wall subsequent to placement of concrete The setback and elevation measurements are included on the attached Construction Control Plan. Signed Print Date w .&. heanidgeco.ua Rev 1M014 June 30, 2021 Evergreen Development 1873 South Bellaire Street, Suite 1200 Denver, CO 80222 Attn: Evergreen Development Re: Compliance Letter for Special Inspections Outlook Clear Creek, Permit No.: 201902579 4048 Clear Creek Drive,, Garage C Wheat Ridge, CO CGG Project Noe. 19.23.225 Cole Garner f-AmAo technical 1070 W. 124 t" Ave, Ste. 300 Westminster, C 111111111111) 802 34 303.996.2999 At your request, Cole Garner Geotechnical (CGG) was retained to provide construction special inspection and materials testing for the above-named project. Observation and special inspection services were performed as scheduled by the contractor during the construction of the following elements: Fairestoppoing - periodic visual special inspection of membrane penetrations to verify adherence with manufacturer recommendations for UL rating Wood Framing -visual inspection of shear and gravity systems including member size, grade and orientation including hardware and fasteners The results of our special inspections were noted to comply with the approved project plans, specifications and relevant sections of the International Building Code. We trust that the information presented herein satisfies your present needs. Sincerely, u irner Geotechnica Thomas C. Cole, P.E. Principal ��pp0 Ll C F S"" NA Ft I CO oT42518 CM)f :y P`: -09 .; 06130121goo � '•••000s•'� t /ON 1111611111111i:!! i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:iZ f� Job Address: Permit Number: (41 J_'Lr ❑ No one available for inspection: Time _ ' AM/PM Re -Inspection required: Yes When corrections are complete, sche rTrn P VVI,line. Dam Inspector: s 44" City of Wheat Ridge _A� Commercial Accessory Structure PERMIT - 201902579 PERMIT NO: 201902579 ISSUED: 02/19/2020 JOB ADDRESS: 4048 Clear Creek Dr EXPIRES: 08/20/2021 JOB DESCRIPTION: Clear Creek Crossing - Single story, 8 bay garage building - 1,898 sq ft total *** CONTACTS *** OWNER EVERGREEN CLEAR CREEK CROSSING GC (303) 757-0401 Ron Wolford 180393 Nexus Builders LLC SUB (303)795-6116 MONTE LOSAW 160078 LOSAW ELECTRIC INC. SUB (303)288-2308 WILLIUAM C COFFEY III 110081 PLATTE RIVER PLUMBING INC. SUB (720)373-4378 CORY JOHNSTON 190344 CBA MECHANICAL *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 72,883.00 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 11530.54 Permit Fee 914.70 Engin. Review Fee 100.00 ** TOTAL ** 21665.24 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WZ-19-01) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. Architectural elevations shall match the approved master plan permit. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Commercial Accessory Structure PERMIT - 201902579 201902579 ISSUED: 02/19/2020 4048 Clear Creek Dr EXPIRES: 08/20/2021 Clear Creek Crossing - Single story, 8 bay garage building - 1,898 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 02/19/2020 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ♦� City of Wheatldge COMMUNITY DEVELOPMENT CityofWheat Ridge Municipal Building 7500 W. 20 Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits(cilci.wheahidge.co.us or fax to 303-237-8929. Party requesting permit extension: Evergreen Clear Creek Crossing Permit # 201902579 Property Address: 4048 Clear Creek Dr. Phone# 720-272-8725 Email Address: adeckert@evgre.com Reason for extension request: Delayed construction start Number of days requested: 10/30/2021 Printed Name: Amy Deckert Signature:_z"—' Date: 02/22/2021 For office use only This request has been: XI Approved ❑ Denied Extended =it 8/20/2021 Approved by: -)'4 Ze ' Daze: 2/22/2021 www.ci.whealridgaco.us L / ƒ ° {\ � § \\ { 0 \k \ CD MCD \ 7 {� n §�� </: \ \ ` CD � \ - 0 k 7 ~ . / / ) § m � ¥\ , \ § \\3j 0 \k § MCD 0M § §�� m �7§ k m Clear Creek Crossing Garage C 4048 Clear Creek Drive Permit No. 201902579 Report of Inspection or 4048 Clear Creek Dr. Zo19o2s79 Observation Geotech Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 Activity Date: Technician: 05/21/2020 Arthur Watson Client: Evergreen Development 1873 S. Bellaire, Suite 1200 Denver, CO 80222 Details Weather: Sunny Temperature (°F): �Y Work Completed Type: Open Hole Location Details: Garage D and Garage C Grade Beam Subgrade Discrepancy: No Field Notes: Project: 19.23.225 Outlook Clear Creek 4040 Clear Creek Drive Wheat Ridge, CO 80215 66 CGG technician was requested to conduct an open hole observation for the subject location. The existing subgrade material was T - probed with no visible surface deflections or soft spots. The material was firm, stable and appeared suitable for concrete placement. Reported to: Irving Contractor: GBC Concrete Page 1 of 1 Cole Garner Geotechnical 1070 West 124th Ave Reinforced PTConcrete Client: Project: Suite 300 Evergreen Development 19.23.225 Westminister, CO 80234 1873 S. Bellaire, Suite 1200 Outlook Clear Creek Phone: 303.996.2999 Denver, CO 80222 4040 Clear Creek Drive Wheat Ridge, CO 80215 Activity Date: 05/21/2020 Activity Number: 75 Technician: Arthur Watson City Of. Wheat Ridge Weather: Sunny Temperature (°F): 75 Environmental Placement Conditions: Normal Work Completed Scope of Inspection: Reinforcing and Concrete Placement Location Details: Garage C and Garage D Perimeter Grade Beams Frequency: Asynchronous Level/Floor. Foundation Level Plans & Details Referenced: Approved Mix Design Verified: Yes SGi-1.0 and 1-4;SG1-2.0; Date (5) 3-9-2020 ConcretelShotcrete/Gunite: Concrete Deformed Bar Placement/Size/Grade: Yes Tendon Placement/Size/Grade: No Anchor Bolts/Holdowns: Yes Method of Deposition: Pump Tendon Anchorage/Backer Bars/Stud Rails: Not Applicable 4048 Clear Creek Dr. 201902579 Vertical Bars for CMU Conform with Masonry Plans: Not Applicable Form Condition/Cover/Clearance: Yes Penetrations: Not Applicable Consolidation Adequate: Yes Field Notes: Reinforcement placed complies with project installation requirements and detail specifications including reinforcement size and quantity. Concrete was placed post reinforcement inspection and consolidated adequately. UFER bar was placed in each building at the SE comer. Inspection Results Communicated To: Irving with GBC Discrepancy: No Page 1 of 1 �4 ReinforcedMoncrete 4048 clear creek Dr. 201902579 Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 Client: Evergreen Development 1873 S. Bellaire, Suite 1200 Denver, CO 80222 Activity Date: 06/01/2020 Technician: Phil Aranda Weather: Clear Environmental Placement Conditions: Normal Activity Number: 82 City Of: Wheat Ridge Temperature (°F): 90 Work Completed Scope of Inspection: Reinforcing and Tendons Only Location Details: Garage C and Garage D PT Slab on Grade Frequency: Asynchronous Plans & Details Referenced: SO -0.2, SG1-1.0, SG1-2.0; PT1, PT4 dated 5/18/20 Tendon Placement/Size/Grade: Yes Anchor Bolts/Holdowns: No Consolidation Adequate: No Project: 19.23.225 Outlook Clear Creek 4040 Clear Creek Drive Wheat Ridge, CO 80215 Approved Mix Design Verified: No Deformed Bar Placement/Size/Grade: Yes Form Condition/Cover/Clearance: Yes Penetrations: Not Applicable Tendon Anchorage/Backer Bars/Stud Rails: Verified Field Notes: Tape needed at anchorage points due to short sheathing. Tape installed at time of inspection. Inspection Results Communicated To: Dan w/ Evergreen Discrepancy: No Page 1 of 1 n20190 Clear Creek Dr. 2579 ANCHOR ENGINEERING STRUCTURAL ENGINEERS June 17, 2020 Kephart Architects Attn: Janet Grady 2555 Walnut Street Denver, CO 80205 RE: Outlook Clear Creek Garage C, Type G1 4048 Clear Creek Drive Wheat Ridge, CO 80215 Dear Mrs. Grady, Per our contract, our office reviewed tendon elongation report dated June 12, 2020 provided by Cole Garner Geotechnical for the above referenced project. The reports indicate that the special inspector from Cole Garner observed as the tendons were stressed using the following equipment: Ram No. PT Jack & Accessories #302 Gauge No. #302 McDaniels, 10,000 PSI, 4" Pump No. Enerpac, #302, S/N 1403 The equipment was last calibrated on May 15, 2020. The corresponding stressing gauge pressure is 5,460 pounds per square inch when applying 33 kips of tension to the tendon. A copy of the associated calibration curve was provided to our office for our records and review. Based on our review of the stressing records, tendons #12A & #12B were not stressed due to unacceptable consolidation around the stressing end of the tendon. These tendons will need to be repaired and restressed per the attached repair letter for Garage C, dated June 17, 2020. Our office recommends that during the placement of the concrete to be consolidated at the anchorage with vibratory methods. If you have any questions or need additional information, please contact our office. Sincerely, Anchor Engineering, Inc. Charles D. Petzinger, P.E. Project Engineer ❖ 2535 17r" STREET, DENVER, CO 80211 ❖ 303-783-4797 ❖ 303-830-9133 Fax •: 4048 Clear Creek Dr. 201902579 ANCHOR ENGINEERING STRUCTURAL ENGINEERS June 17, 2020 Kephart Architects Attn: Janet Grady 2555 Walnut Street Denver, CO 80205 RE: Outlook Clear Creek Garage C, Type G 4048 Clear Creek Drive Wheat Ridge, CO 80215 Dear Mrs. Grady, Our office recommends that the following steps be taken to remove and repair the post -tensioned slab on grade when an anchor does not have adequate consolidation at the anchor(s). Our office strongly recommends that during concrete placement the concrete be consolidated at the anchorages with vibratory methods performed by the foundation contractor. 1. The slab shall be examined and the locations of the tendon(s) that do not meet elongation requirements outlined on the construction documents and project specifications be marked. 2. Each tendon that is not within the tolerances stated above should be de -tensioned. 3. The dead and/or live end anchors should be carefully chipped out a sufficient amount to expose the anchor and remove all unconsolidated concrete. Minimize the amount of concrete removed. All unconsolidated concrete should be removed and the concrete testing agency shall make a special inspection to determine that the exposed concrete is sufficiently consolidated and that all unconsolidated concrete has been removed. Provide a copy of their report to our office for review. 4. Chip down the edges of the concrete in the area removed to create a vertical surface. 5. Clean out all debris and broken aggregate around the perimeter of the chipped out slab. 6. Clean concrete and apply a concrete bonding agent to the vertical surface of the chipped out area prior to placing new concrete. 7. Fill in chipped out area with concrete having a minimum compressive strength of at least 10,000 psi. The slump of the concrete should not be greater than four inches and the water cement ratio shall not exceed 0.45. 8. Re -stress the tendons after the concrete has reached a minimum compressive strength of at least 2,500 psi. 9. Provide secondary stressing records to our office for review prior to cutting and packing of the tendon tails. For future construction problems such as this can easily be avoided by the use of vibratory methods performed by the foundation contracture during concrete placement. Additionally, the Construction and Maintenance Manual for Post -Tensioned Slab -on -Ground Foundations, Third Edition recommends that when tendons are not being stressed within the tolerances of the contract documents and project specifications that tendon stressing operations be stopped until the problem can be resolved. Sincerely, Anchor Engineering, Inc. 4- 2535 17TH STREET, DENVER, CO 80211 ❖ 303-783-4797 ❖ 303-830-9133 FAX ❖ 4048 Clear Creek Dr. 201902579 ANCHC)R ENGINEERING STRUCTURAL ENGINEERS July 1, 2020 Kephart Architects Attn: Janet Grady 2555 Walnut Street Denver, CO 80205 RE: Outlook Clear Creek Garage C, Type G1 4048 Clear Creek Drive Wheat Ridge, CO 80215 Dear Mrs. Grady, Per our contract, our office reviewed tendon elongation reports dated June 12, 2020 and June 30, 2020 provided by Cole Garner Geotechnical for the above referenced project. The reports indicate that the special inspector from Cole Garner observed as the tendons were stressed using the following equipment: Ram No. PT Jack & Accessories #302 & PT Jack & Accessories #211 Gauge No. #302 McDaniels, 10,000 PSI, 4" & #211 McDaniels, 10,000 PSI 4" Pump No. Enerpac, #302, SN 1403 & SPX Power Team, #211, S/N 371336 The equipment was last calibrated on May 15, 2020 for equipment #302 and May 20, 2020 for equipment #211. The corresponding stressing gauge pressure is 5,460 pounds per square inch and 5,368 pounds per square inch, respectively, when applying 33 kips of tension to the tendon. A copy of the associated calibration curve was provided to our office for our records and review. Our office reviewed the stressing record dated June 12, 2020 the tendons #12A & #12B were not stressed due to unacceptable consolidation around the stressing end of the tendon. The stressing record dated June 30, 2020 was for the stressing of these tendons. Based on our review of these stressing records, calibration curve, PTI allowances of +/-1/4" elongations for short tendons, and the knowledge of measurements taken to the nearest 1/8", it is our opinion that the tendons have been adequately stressed and can be burnt off to a distance of 3/4" inside the exterior surface of the concrete. Stressing pockets should be packed with grout as outlined in the contract documents. If you have any questions or need additional information, please contact our office. Sincerely, Anchor Engineering, Inc. Charles D. Petzinger, P.E. Project Engineer ❖ 2535 17*" STREET, DENVER, CO 80211 ❖ 303-783-4797 : 303-830-9133 FAX •: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: CA Job Address: Permit Number: 7 K X F2 V52' A 7 J No one available for inspection: Time —Y, - ,AM jPM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. c L w h e a t ridg e. co. us, ri n sp e c t i o n Date: Inspector: /-,") DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 5-74-1 ❑ No one available for inspection: Time Re -Inspection required: � s" No When corrections have been made, schedule for re -inspection online at: http://www. cL wheatridge.co. uslinspection Date: ' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ?C.,l GZ S71 ❑ No one available for inspection: Time {i �AM?PM Re -Inspection required: (Yep' No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. ushnspection Date: ` c Inspector: DO NOT REMOVE THIS NOTICE No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WZ-19-01) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. 4076 Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division =� APPROV ED w-/ 4040 8Y: S -T DATE: JZi (q Architectural elevations shall match the approved master plan permit. COMMENTS; ADDRESS PLAN 1 1' 30'-0' -0 �Nc I M - 4062E ` m 2. ffi„ 4060 ill 4 i ,l�'------- ,cam 1, s •� >< ®� a-- 4046 ? VAdkr Oft *mk: The aftonm of o pmM a appromt of pions spec if mna and cwnputotw= shah not be o permit for, or on oppnwW of any vnorobon MW of the provlslons of the butlding code a of aW ah ardinarxes. Perm preawmv to g" outhodty to Wok* or Cancel the provwmu of tht so" coda or alba ordtnonM of ffW City lhatl not bt"" 40866 111!® ■ - /'(�a-q�S KEPHART Evergreen 0 z C0 U) O _ � z° LU Q W �1;U �QQ Q z :4 '5w4� 0� 0 0 0 o bo cs- � ADDRESSPLAN City of W heat jjdge 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 August 27, 2019 OFFICIAL ADDRESS CHANGE NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: See Page 2 FORMER ADDRESS: Vacant Land • Subdivision: Clear Creek Crossing Subdivision Filing No. 2, Block 1, Lot 2, Section Parcel #: 39-194-04- 009 NOTES: This is a courtesy notification. AUTHORIZED BY: l- � t� DATE: c1 r DISTRIBUTION: 1. Property Owner 2. Addressinggieffco.us Jefferson County Assessor: Data Control, Lacey Baker; Jefferson County Elections: Holly Roth; Jeffco IT Services (Mapping): Steve Mitchel 3. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 4. U.S. Post Office, 1100 Johnson Rd., Golden CO 80401 5. Email to erlinda i.martinez &usps.aov and arlene.a.vickrey(&,,usps.gov and sheena.l.abeytaAusps.gov 6. Xcel Energy, sandra.cardenas(iDxcelenergy.com 7. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 8. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 9. Consolidated Mutual Water District 10. Applewood Sanitation District 11. West Metro Fire District 12. Wheat Ridge Planning Division 13. Wheat Ridge Building Division 14. GIS Specialist 15. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.wheatridge.coms DATE: CLEAR CREEK Vicinity Map U95 A N