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Home My WebLink About11683 W. 45th Place (Riverside Terrace Building 3)PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Electric PERMIT - 202101133 202101133 11683 W 45th Pl Wire up AC unit in house ISSUED: 05/28/2021 EXPIRES: 05/28/2022 *** CONTACTS *** OWNER (720)473-7019 RIVERSIDE TERRACE LLC SUB (303)458-0038 VALENTINE RAMIREZ 090428 CONTROL SYSTEMS INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 350.00 FEES Total Valuation 0.00 Use Tax 7.35 Permit Fee 26.50 ** TOTAL ** 33.85 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2018 IRC & 2020 NEC . Subject to field inspection. 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 thispermit and perform the work described and approved in conjunction with thispermrt. I further attest that I am leg ally authorized to include alI 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. 05/28/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Electrical Service Change/Upgrade/Electrical Work Permit Application Date: Wednesday, May 26, 2021 11:53:15 AM Electrical Service Change/Upgrade/Electrical Work Permit Application This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE CHANGE OR UPGRADE (200 amps or less). YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for No electrical service change or upgrade - 200 amps or less? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address 11683 W 45 th ave Property Owner Name Thomas Wells Property Owner Phone 402-709-5113 Number (enter WITH dashes, eg 303-123- 4567) Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business control systems Inc Name Contractor's License 090428 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 720-419-7230 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email controlsystemsinc@hotmail.com Address Retype Contractor controlsystemsinc@hotmail.com Email Address DESCRIPTION OF WORK Scope of Work wire up A / c unit Location of work house (garage, house, etc) Provide additional N/A details, if needed. Project Value (contract 350 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Valentine Ramirez Permit Email not displaying correctly? View it in your browser. City of Wheat Ridge E -Res. A/C Replacement PERMIT - 202101089 PERMIT NO: 202101089 ISSUED: 05/21/2021 JOB ADDRESS: 11683 W 45th Pl EXPIRES: 05/21/2022 JOB DESCRIPTION: Replace existing AC unit on ground. 2.5 ton, 16 SEER *** CONTACTS *** OWNER (720)473-7019 RIVERSIDE TERRACE LLC SUB (720)381-8845 GENO GOLYNKO 180282 OMG CONSTRUCTION *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 51485.00 FEES A/C Replacement 60.00 Total Valuation 0.00 Use Tax 115.19 ** TOTAL ** 175.19 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge E -Res. A/C Replacement PERMIT - 202101089 202101089 ISSUED: 11683 W 45th Pl EXPIRES: Replace existing AC unit on ground. 2.5 ton, 16 SEER 05/21/2021 05/21/2022 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. 05/21/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Air Conditioner/Evaporative Cooler Permit Application Date: Friday, May 21, 20212:47:01 PM Air Conditioner/Evaporative Cooler Permit Application This application is exclusively for AIR CONDITIONER OR EVAPORATIVE COOLER. YOU MUST ATTACH THE ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is this a new install or Replacement of Existing Unit replacement for an existing AC unit? Is this Residential or Residential Commercial? Property Address 11683 W 45th PI Property Owner Name Thomas wells Property Owner Phone 402-709-5113 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Field not completed. Address Attach City of Wheat Wheatridae oavment form. odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business OMG Construction Name Contractor's License 180282 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 7203818845 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Neymi@milehihvac.com Address Retype Contractor Neymi@milehihvac.com Email Address DESCRIPTION OF WORK What type of Air Conditioner replacement unit are you installing? How many tons is the 2.5 unit? For AC - what is the 16 SEER SEER? For Evaporative Coolers, what is the CFMs? Where is the unit by door on the groung located (for example, rooftop, backyard on ground etc)? Is electrical needed for No re -hook? Project Value (contract 5485 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Jonie Edquest Permit Email not displaying correctly? View it in your browser. 11683 w 45th pl ALLIED A TruTeam Company Insulation Certificate BUILDER: CREEKSIDE HOMES ADDRESS: 11683 W. 45TH PL. WHEAT RIDGE, CO. 80033 Pursuant to the Federal Trade Commission regulation, you are hereby furnished with the following information relating to the insulation in the unit listed above: R INCHES AREAIMATERIAL FACTOR MIN EXTERIOR WALLS UNF FIBERGLASS BATTS R-21 5.5' RIM JOIST UNF FIBERGLASS BATTS/FOAM BOARD R-21 5.5' BATT R-21 5.5' FLOOR OVER GARAGE UNF FIBERGLASS BATT R-30 10" ATTIC BLOWN FIBERGLASS R-49 16.25' CEILING AREA NOT ACCESSIBLE KRAFT BATT R-49 14" PARTY WALL U N F WOOL BATT R-10 2" DRAFTSTOP WOOL BATT R-10 2" AIR INFILTRATION HILTI FOAM HILTI FOAM CEILING BAFFLES VAPOR BARRIER POLY EMIL CANTILEVER UNF FIBERGLASS BATT R-30 10" Allied Insulation Company 08/19/20 Rich Bonet Company Company CERTIFICATE OF OCCUPANCY Permit #: 201901741 � �9C,(-IXA Wh6atpsig MUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 *Stipulations: Riverside Terrace - New single family townhome - 2,206 sq ft total; (Bldg 3, C -unit) Date: 08/18/2020 This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER: RIVERSIDE TERRACE LLC ADDRESS: 6143 S Willow Dr Suite 300, Greenwood Village, CO 80111 CONTRACTOR/ADDRESS: RIVERSIDE TERRACE LLC 6143 S Willow Dr Suite 300, Greenwood Village, CO 80111 PROPERTY ADDRESS: 11683 W 45th P1, Wheat Ridge, CO 80033 PARCEL #: 39-201-04-029 ZONING: R-3 OCCUPANCY: R-3 TYPE OF CONST: V -B OCC LOAD:N/A FOR THE FOLLOWING PURPOSE: Single Family -New Code Editions: 2012 ICC / 2017 NEC No change shall be made in the Use of this building without prior notice and a new CERTIFICATE OF OCCUPANCY from the City of Wheat Ridge Certificate MUST be posted by front door of commercial occupancies Chief Building Official Zoning Administrator Sprinklered: No i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: Q () I C1y rl ❑ No one available for inspection: Time 1 AM/PM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: hffpYlwww. ci. wheatridge. co. ueinspection Date: i ' a`d Inspector: t ,D DO NOT REMOVE THIS NOTICE It � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: CA 1� \ ('Y 1 o ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes" No When corrections have been made, schedule for re -inspection online at: httpJ/www. ci. wheatridge. co. uslinspection Date:_2 . I o a auk Olnspector: DO NOT REMOVE THIS NOTICE o*416e ower ECONOMIC ENERGY EERCIENCY August 5, 2020 11683 W 45th PI Wheatridge, CO Re: Blower Door Test for 11683 W 45th PI To whom it may concern: E3 Power performed a blower door test on the above-mentioned building on August 5 ,2020, at 3:OOPM . The volume of the building was calculated to be 19,050 cubic feet. The final blower door number was 1010 CFM @-50 pascals achieving an ACH of 3. The building meets the air tightness requirement and is compliant with code. Weather conditions: 90 degrees, Wind 10 MPH, no precipitation, 45% humidity. Site Conditions: 1. Exterior windows and doors, fireplace and stove doors were closed, but not sealed, beyond the intended weather stripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers were closed, but not sealed beyond intended infiltration control measures; 3. Interior doors were open; 4. Heating and cooling systems were turned off; and 5. Supply and return registers were fully open. Sincerely, n A / •// ® ! Andr Digitally signed by �/./-L—/J(//�y/ (i(�GLQiQ)LfiAndrew ew Wildenberg Andy Wildenberg (e3 power) Wilde omns.os 303-292-1233 n berg -06`00•'$ Building Analyst (BPI) Resnet HERS Rater CEA/CEM 303.292.1233 120.207.0946 e3powor.oel, RHICE FIN WEB e s CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: y �1 r _i S i✓' l Permit Number: L (j ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. us4inspection Date: ,6, ? 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: f FL-WM ❑ No one available for inspection: Time'--- AM/PM Re -Inspection required: Yes( No When corrections have been mad chedu spe _ ' line at; http✓/www.ci.wheatridge.co.0_ins c n D4iS- Ins ctor i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: "' a. 6, - ..P Job Address: Permit Number: 1 ❑ No one available for inspection: Ti Re -Inspection requiredY s No When corrections have been made, schedule for re -inspection online at: i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: )PW S Job Address: LA Permit Number: Cs \"1 `ri \ ❑ No one available for inspection: Time t , AM/PM Re -Inspection required: Yes.,N When corrections have been made, call for re -inspection at 303-234-5933 Date: *b S ��L Inspector: 1, '7X DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: All Job Address: i 1F .3 .�� Permit Number: 766) 00/ 7 ❑ No one available for inspection: Time -e`l`d AM/CM Re -Inspection required: Yes ,� When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge. co. us4nspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: t C W 0 Job Address: 1 l"V -is 1 1 Permit Number: ?C>\ C\ c) k-1-4 ❑ No one available for inspection: Time ` ` AM/PM Re -Inspection required: Yes No� When corrections have been made, call for re -inspection at 303-234-5933 Date: '--, - 12 'I Z..) i ° Inspector: _�),l DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: tM f Job Address: to Permit Number: 94�P)a t { ❑ No one available for inspection: Time Re -Inspection required: Yes`N When corrections have been http✓/www. ci. wheatridge. co. u Data-; IN online at: I* � I i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: M L Job Address: 1 U -n (-�j �c . . r! Permit Number: �-) (_l A C, C� `"1 q 1 (-)V ❑ No one available for inspection: Time , }: ` AM/PM Re -Inspection required: Yes No` When corrections have been made, schedule for re -inspection online at: http✓/www.cl. wheatridge.co. uslinspection Date: Ll .'3 6.1--btp Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE (-I As Inspection Type: h--> 5 it ivn.�, 'i ry c(. , Job Address: Permit Number: Q k CJ 1-14 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes `No I = s When corrections have been made, s�lfedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: Ll .,; 61.166- Inspector:`' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: l,► `��-, Permit Number: ❑ No one available for inspection: Time �' !1 AM/PM Re -Inspection required: Yes No, When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: `"1 -�1 '? "I" Inspector: �-� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: " l i Job Address: Permit Number: �v ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http:I www. ci. wheatridge. co. uslinspection Date:' 4 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: OU e ❑ No one available for inspection: Time u AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: >' Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �� F Job Address: Permit Number: C C( U ` E f 1 ❑ No one available for inspection: Time V AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: �' ?� Inspector: ' DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 201901741 PERMIT NO: 201901741 ISSUED: 02/04/2020 JOB ADDRESS: 11683 W 45th P1 EXPIRES: 02/03/2021 JOB DESCRIPTION: Riverside Terrace - New single family townhome - 2,206 sq ft total; (Bldg 3, C -unit) *** CONTACTS *** OWNER (720)473-7019 RIVERSIDE TERRACE LLC GC (720)488-1600 BILL LYONS, JR 190054 RIVERSIDE TERRACE, LLC SUB (720)315-9026 SCOTT WILLIAMS/LESLIE WILLIAMS 080076 ONE CORE ELECTRIC, INC. SUB (303)798-0500 JOE COLLIDA 170685 INDOOR AIR QUALITY INC SUB (303)888-5853 RICHARD KANSTEINER 019302 M&R PLUMBING, INC *** PARCEL INFO *** ZONE CODE: R-3 / Residential Multi USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 195,409.00 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 4,103.59 Permit Fee 1,751.25 Engin. Review Fee 50.00 ** TOTAL ** 6,024.84 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. 10 � 4 *41 City of Wheat Ridge r Single Family - New PERMIT - 201901741 PERMIT NO: 201901741 ISSUED: 02/04/2020 JOB ADDRESS: 11683 W 45th PI EXPIRES: 02/03/2021 JOB DESCRIPTION: Riverside Terrace - New single family townhome - 2,206 sq ft total; (Bldg 3, C -unit) I, by my signature, d0_' hereby at 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 thispermit. I further attest that I am legally authorized to include all entities named within this document as pa�rhes to the work to be performed and that a1 or�C" be performed is disclos'a this,_document and/or its' accompanying approved plans and specifications. Signature o ONTRACTOR (Circle one) Date 1. This permit wa"S 'issued based on the information provided in the permit application and accompanyingplans 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 originalpermit fee. 1 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 required 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, any violation of any provision of any applicable�oap or any ordt a ce or regulation of this jurisdiction. Approval of work is subject to teld inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City o V Y h6 at e COMMUNIT) f FVF1ornnr.vT Building & Inspection Services 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY Date: _• o Plan/Permit # ao j (�f Plan Review Fee: Building Permit Applicati®n *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 11 Co 8 3 w yS "°' Ptn�� , w va d g t r co 8 o 3 3 Property Owner (please print): T rra c e , LLC Phone: 710- 473- 70J 9 Property Owner Email: 55vncl6e,r- cr'cek-S;decorvtnnvn'ties -corn Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: b 114 3 S. C-J,* f i o -f by. , S_i e 900 City, State, Zip: (7reenL4 vacl Y,' I ) a q e, ( 0 9()1 i i Arch itectlEngineer: Detint:S 1Aao-y3on , lkr'ct'Jec'- /'Dark..o Lhv dov c, 5#r'vc+ural •'i Mr..s P� dtAnt'>,tftg .r son® nnnaany; n�.cow. Arch itectlEngineer E-mail: dtuyvdov�ca .nngestJrti�ear,.Jq.ca- Phone: 3o - 3 7 -7 - to (a O t Contractor Name: JZ,'verse'de 7erf'ace LLC City of Wheat Ridge License #: 1100-"-Y Phone: 7W - y73-7oi 9 Contractor E-mail Address: ti yj �� @ c.re- e-►- 5 iJe c -o --Ij" ^` fl es. CO For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 54 -ea k-arl Svn c� r5 Phone: 72-o - `l 73' 701 `t CONTACT EMAIL(p/ease print): $"s v n cl b er© ci e -r_ 4e- 3 +'c1C cow u s� fi• cs . c o:� Sub Contractors (Must provide Wheat Ridge License No &. Signed Subcontractor Authorization form): Electrical: ore Co e- E/Ccfr,'c ,Z�,c Plumbing: 7rdeer AE - 4 jmt i t -N , zkc. Mechanical: T p1uA&Ao,'ny , C. W.R. City License # Og00.7to W.R. City License # 170(a 18y- W.R. City License # t Other City Licensed Sub: Other City Licensed Sub. (-r-to.— City License # City License # Complete all highlighted fields. ❑COMMERCIAL [RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. /V1a3tCC Ptanr.ec1 C - Un; f, 51'n9/e-fian� (y (r Set Ie c,.j-)ho^e) no op -f onS TIPe q-9 (o A str„ c4-i'on I Sq. FULF Z'Z0k. SF Amps Aso Squares BTUs Z 30 V- Gallons �SO � PL) For Solar: _ KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: _ Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ /10, 000 00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) [(CONTRACTOkhor (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: ZO I Printed Name: 5f v1��7 Svnd b e r" DEPARTMENT USE ONLY ZONING COMMMENTS: &-td T -A MG Qr, . J OCCUPANCY CLASSIFICATION: Reviewer: 9122 r ( &% CONSTRUCTION TYPE:y BUILDING DEITMENT COM TS: I �� [ X 10 V Z I f 1 / Z� Reviewer: '( 3 7— St7 `6) 8)a 1( PUBLIC WORKS COMMENTS: 4-70 v'4D4-1-4� cc- t4 W 6T3i 4 G,E►,t-Di,rJG� Reviewer: 1 P)Z-10A 7D tSSt�ip�tJC� o� Building Division Valuation: oq 7W4!E� B vi 4-Z I ACJ 6- . City ®f Whew i e- E'U111.1C WORKS City of Wheat Ridge Municipal Building 7500 W. 29h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: Vib-7/19 Location of Construction: 11483 4V. i°L . Purpose of Construction: �i.� At & J Single Family Commercial Multi -Family --— Development Review Processing Fee:..... ........................................... S100.00 $ (Required of all projects for document processing) (Wwe sm FCW Single Family Residence/Duplex Review Fee:... .................................. $50.00 $ 5,v. cc Commercial//Multi-Family Review Fees: Fees include reviews of the I" and 2nd submittals ® Review of existing or minimal technical documents: ........................ $200.00 $ ® Initial review' of technical civil engineering documents: ................ $600.00 $ ® Traffic Impact Study Review Fee: .................................................... $600.00 $ m Trip Generation Study Review Fee: .................................................. $200.00 $ ® Stormwater Management Plan (SWMP) Review Fee: ....................... $200.00 $ ® O & M Schedule Review & SMA Recording Fee ............................. $100.00 $ ® Construction Control Plan ................................................................. $100.00 $ Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff have not been fully made to the civil/stormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees: e Resubmittal Fees: 3rd submittal ('/z initial review fee): .................................................... $300.00 $ 4" submittal (full initial review fee) :................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 X _ $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): $ � PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE LICENSING AND PERMITTING FEES REQUIRED TO CONSTRUCT IMPROVEMENTS AND UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. H H H .ci,H.hestridge.co.us Rev 05/19 City of BANGLE F'A ILYIDUPILEX -�(,;�_,P u B 1 c �� BUILDING PERMIT APPLICA I'��1� P� VIEW Date: Opt f V z!!?' Location: l I & 83 W 4116 7 t'G. . ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. 1. t/ Drainage: a. Drainage Letter & Plan required: No b. Site drainage/grading plan have been reviewed and are: -''OK NOT OK; refer to 2. v" Public Improvements required & to be completed with project: stipulations. a. street paving/patching: ✓ Yes No Completed b. curb & gutter: __%Z Yes No Completed C. sidewalk: s/ Yes No Completed d. Other (specify): 4/bAM4L6 aus P#b Yes No No Completed �{�a For items not constructed, the amount of funds taken in lieu of construction: $ 3. W" Does all existing roadway/alley R.O.W. meet the standards of the City: _ Yes �/ No If not, what is required? AO"/ D6Z 164- 7tom ✓4-044sES If R.O.W. is required, has the deed been received: ✓ Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. L/ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. D q l Signature David F. Brossman, P.L.S. Date 5. A NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s):_ Signature David F. Brossman, P.L.S. Date 6. je!," Stipulations: (�1A.J&- Gr�7�Fi tom¢-f�O,r,� ,gcLmi,•,p,,q,��i�-� c/d1,V .rLc tJPh!-7� (f r-- P 4�/�rPoT CLL�h S shs�zG rBE PK/01Z 7. N// svsc.v� . i4' A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be required prior to the issuance of the Certificate of Occupancy. 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SMALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, Rev 06/2013 Cil y cpl 6a. is City of Wheat Midge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVENMNTS REST®RAT'ION DATED: 01111-Y152— _ ADDRESS: I I &C.3 Dear Contractor: In conjunction With the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File Rev 2108 U U z Planned 6 units (C, verside Tu,race /l 4 6 3 u✓ Y y f`` 41e - SHEET INDEX MASONRY m m € P ARCHITECTURAL R SHEET IFICATIONS S PASSEM6L IAN 1 ANG TYPE 1 - MAIN LEVEL FLOOR PUN NNG TYPE 1 - UPPER LEVEL FLOOR PIAN MNG TYPE 1 - ROOF PLAN B -MAIN LEVEL FLOOR PUN B - UPPER LEVEL FLOOR PLAN C -MAIN LEVEL FLOOR PLAN AIA UMTS- VISITABLEMAIN LEVEL FLU FLOOR PN A2.5 UNTC-VISRASU MAIN LEVEL FLOOR PIAN A2.6 UNT88 C - LOFT OPTION FLOOR PLAN A3.0 SCALDING ELEVATIONS NG - I A3.1 EROLDIELEVATIONS(ALTERNATE) �v{ dential A4.0 BUILDING SECTION F Develo A4.1 BUNG ILDISECTION A4.2 BIALdNG SECTION AS.O WALL SECTIONS A6.W DETAILS (WINDOW) A6.01 DETAILS(WINDOW FLASNNG) - ABBREVIATIONS ARCHITECTURAL SYMBOLS 0 AT MAS MASONRY AB ANCHOR BOLT MAX MAXIMUM AFF ABOVE FINISH FLOOR MB MACHINE BOLT ALUM ALUMINUM MECH MECHANICAL G ANGLE MFR MANUFACTURER DRAWN BATTS MINIMUMMIN BLK(G) BLOCK(ING) MO MASONRY OPENING BOT BOTTOM A9.1 ENLARGEMENT DRAWN COLOR SELECTIONS LANDSCAPE PLANS AS DETAIL 2 ON SHEET A9.1 NTS NOT -TO -SCALE CABT CABINET 5. FOUNDATION DESIGN AND SOILS REPORT BY COLORADO REGISTERED ENGINEER SHALL BE ON HAND AT TIME OF EQUIPMENT NUMBER - CJ CONTROL JOINT OC ON CENTER(S) (Z CENTER UNE OSB ORIENTED STRAND BOARD CLG CEILING SLUNG DOORS AND MEAS SUBJECT TO HUMAN IMPACT PER 20012 IRC. DESIGNATION CMU CONCRETE MASONRY UNIT P PAINT CO CLEAN OUT PERF PERFORATE(D) GONG CONCRETE PLAM PLASTIC LAMINATE CONT CONTINUOUS OR CONTINUE PTD PAPER TOWEL DISPENSER CW COLD WATER PTRT PAPER TOWEL RECEPTOR PWD PLYWOOD DBL DOUBLE PLASTER, SAND, DIA DIAMETER RA RETURN AIR DIM DIMENSION REF REFERENCE DTL DETAIL RUNE REINFORCING 8311.72 FOR ADD -L INFO. HANDRAILS SHALL COMPLY W/ R311.7.7. EXTERIOR STEPS SHALL BE 12' TREADS. REQ'D REQUIRED EA EACH RH RIGHT HAND ELEC ELECTRICAL) RM ROOM RO ROUGH OPENING ELEV ELEVATION ENGR ENGINEER SC SOLID CORE EP EPDXY PAINT SIM SIMILAR EQ EQUAL SUSP SUSPENDED EQUIP EQUIPMENT SV SHEET VINYL EST ESTIMATE EW EACH WAY T&G TONGUE & GROOVE EXIST EXISTING TEL TELEPHONE EXP EXPANSION TOM TOP OF MASONRY EXP JT EXPANSION JOINT TOP TOP OF PLATE EXT EXTERIOR TYP TYPICAL FEC FIRE EXTINGUISHER CABINET VERT VERTICAL FF FINISH FLOOR VCT VINYL TILE FIN FINISH(ED) FLUOR FLUORESCENT W/ WITH FTG FOOTING WC WATER CLOSET FURR FURRED(ING) WD WOOD W/O WITHOUT All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to issuance of a C.O. If landscaping cannot be installed prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. BUILDING SECTION POROUS FILL, REFERENCE LETTER BUILDING SECTION AlA Ai.A REFERENCE SHEET WHERE CONCRETE MASONRY DRAWN UNIT WALL SECTION METAL REFERENCE (LARGE SCALE) _ WALL SECTION AZT REFERENCE SHEEP WHERE PLYWOOD DRAWN BATTS DETAIL SECTION OR t7 ENLARGEMENT DRAWN A91 AS DETAIL 17 ON SHEET A9.1 2 DETAIL SECTION OR A9.1 ENLARGEMENT DRAWN COLOR SELECTIONS LANDSCAPE PLANS AS DETAIL 2 ON SHEET A9.1 WALL ORPARTITION \� RE TYPE REFERENCE 5. FOUNDATION DESIGN AND SOILS REPORT BY COLORADO REGISTERED ENGINEER SHALL BE ON HAND AT TIME OF EQUIPMENT NUMBER - SEE SCHEDULE 0 WINDOW TYPE 6. ALL DIMENSIONS GIVEN TO FACE OF STUDS - 3-1/2' OR 5-1/2' WIDE U.N.O REFERENCE AFF. ELEVATION INDICATOR - NEW COLUMN LINE SLUNG DOORS AND MEAS SUBJECT TO HUMAN IMPACT PER 20012 IRC. DESIGNATION - EXISTING COLUMN LINE DESIGNATION 72 KEYNOTE REFERENCE MATCHLINE MATCH LINE SEE SHT. A2.3 REFERENCE WALL ELEVATION DRAWN 101A AS DETAIL NO. CM SHEET AS NOTED x STORAGE ROOM NAME & NUMBER To EI DOOR NUMBER SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR SYMBOLS AND SCHEDULES RM EARTH AfiA3 j DETAILS (DOORS) �- A6.00 DETAILS (GLASS OHD ALTERNATE) A6.05 DETAILS (STAIR AND RAIL) A6.06 DETAILS (EXTERIOR BOX WINDOW, VANITY) W ACV DETAILS(VANITIES) A6.06 DETAILS(EAVES) A&M DETAILS (ROOF) A6.10 DETAILS (ROOF) Q A6.11 DETAILS(EXTERIOR WALLS) DM J O ERNAIE) Q IL ID SCHEDILE J O 0 w v V J LIMING PLAN nf� (v�� PIAN � LL LIJ w � Q � LL O U WINNIIIIIIIIIIAm w '3! w 0 1 1 1 s 18. ALL EGRESS WINDOWS SHALL RAVE A MINIMUM NET CLEAR OPERABLE AREA OF 5.7 SO. FT. WITH A MINIMUM ENNIS HEIGHT OF 24' AND MINIMUM WIDTH OF 20' FINISHED SILL HEIGHT SHALL NOT BE MORE THAN 44. LEE O r 19. FIREBLOCKING - RE: SECTION 6.5 ON SHEET ADA # THOMPSON 20. CLOTHES DRYER VENT DUCT SHALL HAVE A MAXIMUM DEVELOPED LENGTH NOT TO EXCEED 25'-0' FROM DRER 'C^I 9'188a Cr ' TO THE OUTLET TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SFWL BE REDUCED 2 } FT. FOR EACH 45 DEG. F 44 BEND AND 5 FT. FOR EACH 90 DEG. BEND. THE EXHAUST DUCT SHAT BE A MINIMUM OF 4' DA THE DUCT ^ ysED ARG�`� SHALL TERMINATE OUTSIDE OF THE BUILDING AND SHALLHAVEA BACKDRAFT DAMPER THE DUCT SHALL TERMINATE 3 FT. FROM OPENINGS INTO THE BUILDING. 8.15.2OTTT' 21. SHOWERS TUB -SHOWER COMBINATION SHALL HAVE A PRESSURE BALANCE CONTROL VALVE OR THERMOSTATIC DESCRIPTION DATE MDDURE VALVE HANDLE POSITION STOPS ARE REWIRED AND SHALL BE ADJUSTED PER MANUF. SPECIFICATIONS - MAX MIXED WATER SETTING TO BE 120 DEG. BID SET 51486 22. FOUNDATION WALLS SHALL EXTEND ABOVE FINISH GRADE WDH THE FOLLOWING DIMENSIONS & APPUGVTIONS PERMIT SET A'L RLIDL A) MCK/EARTH SEPARATION = 4' B) STONE/EARTH SEPARATION = 4' T PERMIT COMMENT Aw.1LIDH C) STUCCO/EARIH SEPARATION = 6' D) SIDING/FRAME (WOOD)/EARTH SEPARATION = 6' 23. ALL FIREPLACES, WOOD BURNING STOVES, AND PAS LOGS MUST BE LISTED BY AN APPROVED TESTING AGENCY (I.E. UL OR ANSI). INSTALLATION MUST CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS. WOOD BURNING FIREPLACES ME NOT PERMITTED UNLESS FRIED / CAS LOSS, OR AN EPA PHASE II INSERT 24. FIREPLACES ME NOTPERMITTED IN BEDROOMS UNLESS EQUIPPED WITH AN APPROVED METHOD O OBTAINING COMBUSTION AIR FROM OUTSIDE 25. STEP FLASHING IS REOUIRED AT ALL LOCATIONS WHERE A SLOPED ROOF MEETS A VERTICAL WALL OR PROJECTION 26. PROVIDE DRANAGE A MINIMUM OF 5'-0' AWAY FROM ALL FOUNDATION WALLS AT ALL HOSE BIB LOCATIONS 27, SITE RETAINING WALLS OVER 30' IN THE HEIGHT FROM GRADE TO THE TOP OF THE WALL REQUIRE SEPARATE PERMITS. 28. EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CUBIC FEET PER MINUTE (0.19 M3/S) SHALL BE PROVIDED WITH MAKEUP AIR AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST AIR RATE. SUCH MAKEUP AIR SUSUMS SHALL BE EQUIPPED WITH A MEMS OF CLOSURE AND SHALL BE AUTOMATICALLY PROJECT DATE CONTROLLED TO START AND OPERATE SIMULTANEOUSLY WITH THE EXHAUST SYSTEM. ISM4 p+rwrwny Ec plve outhortty to "a& or Cancel the pmws/ons of Cllr il"W Caft of atAet of*mnm of Me City shot( not be va" POROUS FILL, GENERAL NOTES STONE, GRAVEL, ROUGH WOOD CONCRETE CONCRETE MASONRY UNIT ® METAL (LARGE SCALE) 2' ALL WORK TO BE PERFORMED IN COMPLIANCE WITH ALL STATE AND LOCAL CODES. SECURE ALL PERMITS AND APPROV-:LS PRIOR TO CONSTRUCTION. METAL (SMALL SCALE) PLYWOOD AfiA3 j DETAILS (DOORS) �- A6.00 DETAILS (GLASS OHD ALTERNATE) A6.05 DETAILS (STAIR AND RAIL) A6.06 DETAILS (EXTERIOR BOX WINDOW, VANITY) W ACV DETAILS(VANITIES) A6.06 DETAILS(EAVES) A&M DETAILS (ROOF) A6.10 DETAILS (ROOF) Q A6.11 DETAILS(EXTERIOR WALLS) DM J O ERNAIE) Q IL ID SCHEDILE J O 0 w v V J LIMING PLAN nf� (v�� PIAN � LL LIJ w � Q � LL O U WINNIIIIIIIIIIAm w '3! w 0 1 1 1 s 18. ALL EGRESS WINDOWS SHALL RAVE A MINIMUM NET CLEAR OPERABLE AREA OF 5.7 SO. FT. WITH A MINIMUM ENNIS HEIGHT OF 24' AND MINIMUM WIDTH OF 20' FINISHED SILL HEIGHT SHALL NOT BE MORE THAN 44. LEE O r 19. FIREBLOCKING - RE: SECTION 6.5 ON SHEET ADA # THOMPSON 20. CLOTHES DRYER VENT DUCT SHALL HAVE A MAXIMUM DEVELOPED LENGTH NOT TO EXCEED 25'-0' FROM DRER 'C^I 9'188a Cr ' TO THE OUTLET TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SFWL BE REDUCED 2 } FT. FOR EACH 45 DEG. F 44 BEND AND 5 FT. FOR EACH 90 DEG. BEND. THE EXHAUST DUCT SHAT BE A MINIMUM OF 4' DA THE DUCT ^ ysED ARG�`� SHALL TERMINATE OUTSIDE OF THE BUILDING AND SHALLHAVEA BACKDRAFT DAMPER THE DUCT SHALL TERMINATE 3 FT. FROM OPENINGS INTO THE BUILDING. 8.15.2OTTT' 21. SHOWERS TUB -SHOWER COMBINATION SHALL HAVE A PRESSURE BALANCE CONTROL VALVE OR THERMOSTATIC DESCRIPTION DATE MDDURE VALVE HANDLE POSITION STOPS ARE REWIRED AND SHALL BE ADJUSTED PER MANUF. SPECIFICATIONS - MAX MIXED WATER SETTING TO BE 120 DEG. BID SET 51486 22. FOUNDATION WALLS SHALL EXTEND ABOVE FINISH GRADE WDH THE FOLLOWING DIMENSIONS & APPUGVTIONS PERMIT SET A'L RLIDL A) MCK/EARTH SEPARATION = 4' B) STONE/EARTH SEPARATION = 4' T PERMIT COMMENT Aw.1LIDH C) STUCCO/EARIH SEPARATION = 6' D) SIDING/FRAME (WOOD)/EARTH SEPARATION = 6' 23. ALL FIREPLACES, WOOD BURNING STOVES, AND PAS LOGS MUST BE LISTED BY AN APPROVED TESTING AGENCY (I.E. UL OR ANSI). INSTALLATION MUST CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS. WOOD BURNING FIREPLACES ME NOT PERMITTED UNLESS FRIED / CAS LOSS, OR AN EPA PHASE II INSERT 24. FIREPLACES ME NOTPERMITTED IN BEDROOMS UNLESS EQUIPPED WITH AN APPROVED METHOD O OBTAINING COMBUSTION AIR FROM OUTSIDE 25. STEP FLASHING IS REOUIRED AT ALL LOCATIONS WHERE A SLOPED ROOF MEETS A VERTICAL WALL OR PROJECTION 26. PROVIDE DRANAGE A MINIMUM OF 5'-0' AWAY FROM ALL FOUNDATION WALLS AT ALL HOSE BIB LOCATIONS 27, SITE RETAINING WALLS OVER 30' IN THE HEIGHT FROM GRADE TO THE TOP OF THE WALL REQUIRE SEPARATE PERMITS. 28. EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CUBIC FEET PER MINUTE (0.19 M3/S) SHALL BE PROVIDED WITH MAKEUP AIR AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST AIR RATE. SUCH MAKEUP AIR SUSUMS SHALL BE EQUIPPED WITH A MEMS OF CLOSURE AND SHALL BE AUTOMATICALLY PROJECT DATE CONTROLLED TO START AND OPERATE SIMULTANEOUSLY WITH THE EXHAUST SYSTEM. ISM4 p+rwrwny Ec plve outhortty to "a& or Cancel the pmws/ons of Cllr il"W Caft of atAet of*mnm of Me City shot( not be va" B B B B C COVER SHEET RIVERSIDE A O v O GENERAL NOTES ROUGH WOOD CONTINUOUS ROUGH WOOD 1. DIMENSIONS TAKE PRECEDENCE OWER DRAWINGS - DO NOT SCALE NON -CONTINUOUS 2' ALL WORK TO BE PERFORMED IN COMPLIANCE WITH ALL STATE AND LOCAL CODES. SECURE ALL PERMITS AND APPROV-:LS PRIOR TO CONSTRUCTION. 3. SIS-C0.7RACTOR TO EXAMINE AND VERIFY DIMENSIONS AND CONDITIONS BOTH ON THE PIANS AND IN THE FIELD, INSULATION -BLANKET AND BE RESPONSIBLE FOR ANY ADJUSTMENTS AND/OR CORRECTIONS. 4. CONTRACTOR TO PROVIDE : SOILS REPORT BATTS - SITE PLANS- - - MANUAL J. D, & S FOR MECHANICAL EXACT SPECIRCATK)NS INSULATION -RIGID COLOR SELECTIONS LANDSCAPE PLANS FIELD SUPERVISION 5. FOUNDATION DESIGN AND SOILS REPORT BY COLORADO REGISTERED ENGINEER SHALL BE ON HAND AT TIME OF INSPECTION.(CTL THOMPSON, PROJECT NO. DN49, 768 -120 -RI DATED JANUARY 8, 2019. ® GLASS 6. ALL DIMENSIONS GIVEN TO FACE OF STUDS - 3-1/2' OR 5-1/2' WIDE U.N.O (LARGE SCALE) 7• ALL WINDOW`S SIAL BE WEATH06RPPED AND DOUBLE INSULATED LOW -E GLAZED, WITH TEMPERED GLASS AND SLUNG DOORS AND MEAS SUBJECT TO HUMAN IMPACT PER 20012 IRC. B. ALL EXTERIOR DOORS AND DOORS LEADING TO UNHEATED MEAS ABOVE GRADE TO BE WEATHERSTMPPED. ACOUSTICAL TILE ONE 9• INSULATION - MIN® R -TWENTY ONE (R-21) IN ALL. EXTERIOR WALLS MIN R -FORTY (R-49) IN ALL ROOF MEAS MIN R -THIRTY (R-30) IN ALL JOSr MACES NEXT TO UNHEATED MEAS. -SEE NOTES ON SHEET N-1.0 FOR ADDITIONAL INFORMATION. GYPSUM WALL 10. PROVIDE DIRECT VENTED COMBUSTION AR FOR POWERED -VENT FURNACE AND WATER HEATER AS PER MFR. SPECIEILATIONS. BOARD 11. DRAFT STOP ALL POCKET DOORS AND FLUES. VENT AL DRAW FMS MD DRYER TO EXTERIOR. 12. REFER TO DETAILS FOR FLASHING BETWEEN CONCRETE PORCH AND PATIOS TO PREVENT WATER PENETRATION. 13. PROVIDE ROOF AND SOFFIT VENTS AS SHOWN ON ROF PLANS & ELEVATIONS. PLASTER, SAND, 14. STAIRS AND STEPS 7-3/4' MAXIMUM RISE, 4' MIN. RISE AND 10-' MINIMUM TREAD. RISERS AT EXTERIOR DOORS CEMENT, & GROUT SHALL BE MEASURED FROM TOP O THRESHOLD. THRESHOLDS SHALL RAVE A MAX. HT. OF 1' THE LARGEST TREAD OR RISER !,,BRIM (TREAD OR RISER) BY MORE THAN r. PROVIDE 1' NOSING. ALL STAIRWAYS SHALL COMPLY WITH 2009 IRC SECTION 11311.7, MAX RISER HT. - 7 J' - SEE R311.7.1 FOR ADD'L INFO. MIN. THREAD DEPTH = 10' - SEE ® RESILIENT FLOORING 8311.72 FOR ADD -L INFO. HANDRAILS SHALL COMPLY W/ R311.7.7. EXTERIOR STEPS SHALL BE 12' TREADS. 15. ALL TUB AND SHOWER ENCLOSURES TO HAVE 3' CEMENT BOARD TILE HACKER WITH FIXTURE PENETRATIONS SEALED. 16. PROVIDE r TYPE 'X' DRYWALL UNDER STARS IF SPACE IS ENCLOSED. 17. PRIMED DOWN SPOUTS TO HAVE 5'-0' EXTENSORS AT GRADE - TYPICAL ® BRICK B B B B C COVER SHEET RIVERSIDE A O v O �11 MAIN LEVEL FLOOR PLAN - C -B -B -B -B -C SCALE: 1/8"=V-0" "r UNITS 1, 2, 3, 4, 5, 6, 13, 14, 15, 16, 17, AND 18 N UNITS 7, 8, 9, 10, 11 AND 12 RIVERSIDE UNIT AND GARAGE SLAB ELEVATIONS OPTIONAL ADD FOR GLASS BUILDING UNIT N0./TYPE MAIN FF GARAGE /UNIT TRANSITION NO. OF RISERS DETAIL GARAGE GARAGE SLAB@BACK SLAB@BLDG OF DOOR EDGE SOUTH 1/C 5413.13 11.51 (1.59') l 1/Afi.19 11.12 11.W SOUTH 2/13 5413.13 119 (i 23') 2 ]/.48.19 "A IF.N SOUTH 3/8 5113.13 12.42 (.71') 2 3/.46.19 12 11.96 SOUTH 4/11 511].13 12,6 (67') 2 3/.46.19 12.W 12 SOUTH 5/B 5113.13 125 (.fi3') I 4/.46.19 1206 12.01 SOUTH 6/C 5413.13 1256 (Sr) I gmF9 12.14 12.1 MIDDLE 7/C 5413.13 11.51 (1.59') 3 1/M.1R 11.12 I1W MIDDLE B/B 5413.13 11.90 (123') 2 3/.45.19 11.44 11.4 MIDDLE 9/B 5413.13 1242 (.]t) 2 3/.46.19 12 11.96 MIDDLE 10/8 M13.13 12,6 (.6T) 2 3/.46.19 1254 12 MIDDLE 11/8 5113.13 1250 (6Y) I 4/M.19 1- 12L4 MIDDLE 12/C 541313 1256 (ST) 1 4/419 12.13 12.1 NORTH 13/0 54127 12.]5 (.35) I 1 4/A6.19 12.14 12.1 NORTH 14/B 5412] 12X (AW) 1 4/.46.19 11 M 119 NORTH 15/B 54127 12.18 (52') 1 4/M.19 1134 11.7 NORTH 1fi 5112.7 ti - :I .W ■II�'�,\� ��.1 TT�k \`'\ IES,,,�iai'� ��P> N�'nP/J'" �I■� `" `� NORTH I7/B 5412.7 1155 (1.15) 2 3/.46.19 11.3, �III �� I� //J C:\ J /�}2� i�}\'.y,�� 111 �� 1 1/.45.19 w- 1114 IL• �I�11 �� •� � JIB.. G j � u N ::�� L .• � .. Ilfi ilf .. fid NR. - ., iii VISITABLE LE VISI VISITABLE I' SON Id IJ m -- m E v m p J 71 �11 MAIN LEVEL FLOOR PLAN - C -B -B -B -B -C SCALE: 1/8"=V-0" "r UNITS 1, 2, 3, 4, 5, 6, 13, 14, 15, 16, 17, AND 18 N UNITS 7, 8, 9, 10, 11 AND 12 PLAN NOTES - coNCRETEANn2.wsONRy WNCALTE WNN OR ORNE. '1NMLN SLDR = (• PER EOdt (2i) J SDff = I:A (SSJ PCR 549 AIl),I CWB]RUIE 1YIIH fNBNL PWI W/re 41 024' O.C. COHCIEIC WRCx/PNq -Aw PER PIAN k -LS -1 =r ffR EODI (IS) -PRP'M Ih 0 24' O.C. D Epi N SLAB DDROP 1M OF FWId1ATI0N will AT OKg1UD ODOR PER VW./ML D 1HN BRIgc VENEER. N: EIEVAigM OPTA9IALL N1EbWlE-6•vl2' PoNIf -SAW'H ffAY Ai ENRt! CINOP! OPtMNl1 NiERHAIE - FEMOYE BPoD( AND PFF6 (IfiSfRAEO) FRAMING U STEEL BFIN (UMPa4ED)RE: FRAMN: PLW- (SIMICTURN) 10 1 r IKK -D CORE DOOR W/ SA, SEU-nOSER(N-OL ONLY) k SELF-LUCHING A THRfS 11 sim BNA RE FILAR NG PIAN(S1RUC1UGl) 12 UNE M IRHRNG 1$AE 13 UNE M FPINNG BELOM 14 UNE OF SMFR/9CIN ABOVE .. 9MRS, MNOM34 RISC=7 r: 16 I 3q -LW WNL (UNDER OEM) 17 FRAMED OPENING 19 IB' NRED FPMED PG- W/ 12' IWNIE - MCNNL D HDOOKD OFDIW FOR STOP/IE ICDESS 21 22' A 30' ATTC KCESS 22 2 -MR. WM6NG WNL (W10) H.V.A.C. AND FIREPLACES WOEL IN10,5_SN. MMNL PEN YFR BRCS. 21 IMILO FURR. mASiIGWHin SPo4B�TO OUCI 25 FORCED NR U1,11 - HIGH EFFICIENCY DRC1 VENT 26 GAS NETIR H: PERM PUN BEET 27 D£CTRK METER RE: OVEL RNI SHEET rl NR COFMgN[P C.U. ON 36' • 36' PAD 29 SOFFIT Fnl A/C LUTE ffNDG1NN5-YfRITY LOG110H IN FEW 97 (REEFMEO) PLWAIIN4, BATH HARDWARE AND APPLIANCES 31 WAVER HUiDI - HCAH EFFlCENCT PowER DNECE KM RD PEDEST. UVAIORY D WATER CLOSET W/ 24' n W OUJA SPACE 42' HRN YRWR. MICR LENGTH OfVM W v m' RN 9XDWER w/ 1l1 1D n' NKNE FINSIED DDDR 54' v W' BgWER GSE w/ TG saxc a.ASs W� 33D7 IONEI BA9 3J T -BW 3 REa96ED MEDCINE ca1ET UVAIORf/VM'iiY CWNIER WRX (WIgW1 ff40VABlE FWNi PAVfl) 41 lO1El PAttR HOLDER --H.- -D OSM SER RCFRIMIUtOR SPMC NFH AZ wRER tM B.LH/RAN¢ KH How rept NMHNG -R/Di-�E ATTH NFECCSSW INH-YL4-1 H MB :l OIYER SPACE WITH RECESSED VENT E% AND 4'- DUCT TD OU15DE OFTIONN RAINY SNN 'J FFOST-PROM HOSE BE NTH RMA ROW REVENIER FLOOR OWN 51 DROP OULNG AS IEOURED - PDACER RWM(WRI LEVEL) ID22 (RESERVED) ui 2 NX SELVES PLAN NOTES - INTERIOR TRIM AND CABINETS MD DM NDF SHELF NO ONE FOU AT Sr A.. RE9WR PTAH 5555 TWO INF SIELKS AND TAD RIDS Al 42' IND 81• MF.. RE: UNIT PU FNE(5) E -Y SPACED MM SELVES. RE: PLAN FOR SII. RE: UNIT N OPTIn441 TIA(2)1M SHELVES AB6NE WASIER/DHIER -ff: UHT PUN r�`VWNDR4L Ai 34''4NNUY i0 ]R' YVWW' rN. I80VE LINE OF STA NOSING, RE: UK %544 TZ-- WITH CSP k WOOD PN AT 36'INNU4 IBOE STA N DNISHED FLOOR NIH RNL WALL OPTKKS 2'v2' BNUSTERS 61 vN-.. RE: PLNIS FOR ENS 62 BWTRv CA.ETS 63 UPPER CABNEFS 64 LDAFR CKNNEIS 65 WRPMN UPPER CIBNCTS ORTM LONER CABNTS 67 6EAU1 NTH HINGED IOP FOR SIMILE YWMN AND CUBBES AKNE 66 MNDOR SFAS WHICH 69 PAR1n7N1 M - RE: 3/AB.I2 ]0 GME-OPOONLL ff: 6/-2 MLSCELLANEDL(5 ITEMS it IXIERNR FE CHIC. K: RM1/EUVA10145 72 10' 4N. DEPTH CONCIIEIE STEP(S) AS OCCURS PER CNE ORDIINGS 71' NAY BAN H:GNI ED 1. SUDWO 73 E PEIWHFIB DOOR WIM 1CMffREO aAs PI�FI[LSD 74 BUNT LOFT OPTION: RFMOK DOdt 10 BEOEIPI 1 ASD [LANY.0 tt06E1 N WST[R B[OWCAL 75 IU lMl Wlpl: IEYOK DOW 10 BEDWOMI ] M9 MIOR, ETE DOUN:N NO CLOSET W/ I RYL GENERAL NOTES L NTEAIOR 1E 91) STEEL RAMS TO BE LEFT UNPHNED AND NOT P.1MEO 2. NL G48LE ODOR 14M95 NII FIER CEMENT 3. WRAP BUILDING k WALL FASCN FIRST MB NSTNL WNWW d SONG 4. U41N1 FIBER CEMENT E%HFSIXH TRIM UNDER NL WOR THFDRUDS 5. PNNF MECHWNAL WDM. RWRS MD GARALE STAB NOTE: RIVERSIDE UNIT AND GARAGE SLAB ELEVATIONS OPTIONAL ADD FOR GLASS BUILDING UNIT N0./TYPE MAIN FF GARAGE /UNIT TRANSITION NO. OF RISERS DETAIL GARAGE GARAGE SLAB@BACK SLAB@BLDG OF DOOR EDGE SOUTH 1/C 5413.13 11.51 (1.59') l 1/Afi.19 11.12 11.W SOUTH 2/13 5413.13 119 (i 23') 2 ]/.48.19 "A IF.N SOUTH 3/8 5113.13 12.42 (.71') 2 3/.46.19 12 11.96 SOUTH 4/11 511].13 12,6 (67') 2 3/.46.19 12.W 12 SOUTH 5/B 5113.13 125 (.fi3') I 4/.46.19 1206 12.01 SOUTH 6/C 5413.13 1256 (Sr) I gmF9 12.14 12.1 MIDDLE 7/C 5413.13 11.51 (1.59') 3 1/M.1R 11.12 I1W MIDDLE B/B 5413.13 11.90 (123') 2 3/.45.19 11.44 11.4 MIDDLE 9/B 5413.13 1242 (.]t) 2 3/.46.19 12 11.96 MIDDLE 10/8 M13.13 12,6 (.6T) 2 3/.46.19 1254 12 MIDDLE 11/8 5113.13 1250 (6Y) I 4/M.19 1- 12L4 MIDDLE 12/C 541313 1256 (ST) 1 4/419 12.13 12.1 NORTH 13/0 54127 12.]5 (.35) I 1 4/A6.19 12.14 12.1 NORTH 14/B 5412] 12X (AW) 1 4/.46.19 11 M 119 NORTH 15/B 54127 12.18 (52') 1 4/M.19 1134 11.7 NORTH 1fi 5112.7 I135 (95') 2 3/AN.1 ill 115 NORTH I7/B 5412.7 1155 (1.15) 2 3/.46.19 11.3, 11.3 NORTH IB/c 5412.7 11.46 (u') 1 1/.45.19 w- 1114 11.1 PLAN NOTES - coNCRETEANn2.wsONRy WNCALTE WNN OR ORNE. '1NMLN SLDR = (• PER EOdt (2i) J SDff = I:A (SSJ PCR 549 AIl),I CWB]RUIE 1YIIH fNBNL PWI W/re 41 024' O.C. COHCIEIC WRCx/PNq -Aw PER PIAN k -LS -1 =r ffR EODI (IS) -PRP'M Ih 0 24' O.C. D Epi N SLAB DDROP 1M OF FWId1ATI0N will AT OKg1UD ODOR PER VW./ML D 1HN BRIgc VENEER. N: EIEVAigM OPTA9IALL N1EbWlE-6•vl2' PoNIf -SAW'H ffAY Ai ENRt! CINOP! OPtMNl1 NiERHAIE - FEMOYE BPoD( AND PFF6 (IfiSfRAEO) FRAMING U STEEL BFIN (UMPa4ED)RE: FRAMN: PLW- (SIMICTURN) 10 1 r IKK -D CORE DOOR W/ SA, SEU-nOSER(N-OL ONLY) k SELF-LUCHING A THRfS 11 sim BNA RE FILAR NG PIAN(S1RUC1UGl) 12 UNE M IRHRNG 1$AE 13 UNE M FPINNG BELOM 14 UNE OF SMFR/9CIN ABOVE .. 9MRS, MNOM34 RISC=7 r: 16 I 3q -LW WNL (UNDER OEM) 17 FRAMED OPENING 19 IB' NRED FPMED PG- W/ 12' IWNIE - MCNNL D HDOOKD OFDIW FOR STOP/IE ICDESS 21 22' A 30' ATTC KCESS 22 2 -MR. WM6NG WNL (W10) H.V.A.C. AND FIREPLACES WOEL IN10,5_SN. MMNL PEN YFR BRCS. 21 IMILO FURR. mASiIGWHin SPo4B�TO OUCI 25 FORCED NR U1,11 - HIGH EFFICIENCY DRC1 VENT 26 GAS NETIR H: PERM PUN BEET 27 D£CTRK METER RE: OVEL RNI SHEET rl NR COFMgN[P C.U. ON 36' • 36' PAD 29 SOFFIT Fnl A/C LUTE ffNDG1NN5-YfRITY LOG110H IN FEW 97 (REEFMEO) PLWAIIN4, BATH HARDWARE AND APPLIANCES 31 WAVER HUiDI - HCAH EFFlCENCT PowER DNECE KM RD PEDEST. UVAIORY D WATER CLOSET W/ 24' n W OUJA SPACE 42' HRN YRWR. MICR LENGTH OfVM W v m' RN 9XDWER w/ 1l1 1D n' NKNE FINSIED DDDR 54' v W' BgWER GSE w/ TG saxc a.ASs W� 33D7 IONEI BA9 3J T -BW 3 REa96ED MEDCINE ca1ET UVAIORf/VM'iiY CWNIER WRX (WIgW1 ff40VABlE FWNi PAVfl) 41 lO1El PAttR HOLDER --H.- -D OSM SER RCFRIMIUtOR SPMC NFH AZ wRER tM B.LH/RAN¢ KH How rept NMHNG -R/Di-�E ATTH NFECCSSW INH-YL4-1 H MB :l OIYER SPACE WITH RECESSED VENT E% AND 4'- DUCT TD OU15DE OFTIONN RAINY SNN 'J FFOST-PROM HOSE BE NTH RMA ROW REVENIER FLOOR OWN 51 DROP OULNG AS IEOURED - PDACER RWM(WRI LEVEL) ID22 (RESERVED) ui 2 NX SELVES PLAN NOTES - INTERIOR TRIM AND CABINETS MD DM NDF SHELF NO ONE FOU AT Sr A.. RE9WR PTAH 5555 TWO INF SIELKS AND TAD RIDS Al 42' IND 81• MF.. RE: UNIT PU FNE(5) E -Y SPACED MM SELVES. RE: PLAN FOR SII. RE: UNIT N OPTIn441 TIA(2)1M SHELVES AB6NE WASIER/DHIER -ff: UHT PUN r�`VWNDR4L Ai 34''4NNUY i0 ]R' YVWW' rN. I80VE LINE OF STA NOSING, RE: UK %544 TZ-- WITH CSP k WOOD PN AT 36'INNU4 IBOE STA N DNISHED FLOOR NIH RNL WALL OPTKKS 2'v2' BNUSTERS 61 vN-.. RE: PLNIS FOR ENS 62 BWTRv CA.ETS 63 UPPER CABNEFS 64 LDAFR CKNNEIS 65 WRPMN UPPER CIBNCTS ORTM LONER CABNTS 67 6EAU1 NTH HINGED IOP FOR SIMILE YWMN AND CUBBES AKNE 66 MNDOR SFAS WHICH 69 PAR1n7N1 M - RE: 3/AB.I2 ]0 GME-OPOONLL ff: 6/-2 MLSCELLANEDL(5 ITEMS it IXIERNR FE CHIC. K: RM1/EUVA10145 72 10' 4N. DEPTH CONCIIEIE STEP(S) AS OCCURS PER CNE ORDIINGS 71' NAY BAN H:GNI ED 1. SUDWO 73 E PEIWHFIB DOOR WIM 1CMffREO aAs PI�FI[LSD 74 BUNT LOFT OPTION: RFMOK DOdt 10 BEOEIPI 1 ASD [LANY.0 tt06E1 N WST[R B[OWCAL 75 IU lMl Wlpl: IEYOK DOW 10 BEDWOMI ] M9 MIOR, ETE DOUN:N NO CLOSET W/ I RYL GENERAL NOTES L NTEAIOR 1E 91) STEEL RAMS TO BE LEFT UNPHNED AND NOT P.1MEO 2. NL G48LE ODOR 14M95 NII FIER CEMENT 3. WRAP BUILDING k WALL FASCN FIRST MB NSTNL WNWW d SONG 4. U41N1 FIBER CEMENT E%HFSIXH TRIM UNDER NL WOR THFDRUDS 5. PNNF MECHWNAL WDM. RWRS MD GARALE STAB NOTE: REFER TO UNIT PLANS FOR OPTIONAL ADD FOR GLASS SECTIONAL OVERHEAD DOORS IN LIEU OF GREAT ROOM a SLIDING GLASS DOORS. ;\ao NOTES: PLS. REFER TO UNIT PLANS 13 FOR FLAG NOTES OF INTERIOR RIVERSIDE t LEE THOMPAFiGSON *' c�ys�0 '�A`��r✓ 8.15.20,9• DESCRIPTION DATE BID SET F.µ'.419 PERMIT SET Niam BLDG. PLAN A1.O F %11 UPPER LEVEL FLOOR PLAN SCALE: 1/8'= 1'-0" C -B -B -B -B -C "r UNITS 1, 2, 3, 4, 5, 6, 13, 14, 15, 16, 17 AND 18 N UNITS 7, 8, 9, 10, 11 AND 12 PLAN NOTES - CONCRETE AN➢'A,ASONRY 49 FROST -PROOF IDS[ BBB MIH BID( ROW PM.YENEER GGNCRLTE WHN OR DRM. /1 �J � uw u SLOPE • f• PFP FOOR (71) YUu SLOPC = I:XI (SS) PER MN Al l].1 n 2 Na SHELVES COORpxNTF WRH GR401NG PUN w/�4 4PER CONCRETE PoRCN/PANO /1 -x PVN aiNS lJ =r E _)• PER F001 (IS) -SCOPEC -PrmNDE 14'. 0 N'QC. 33 TOO, a SLAB / 40 DRa la a FDNGTGN WHl AT ME— DOOR PFR SIRLET./CHL THIN WE 4ENEER RE. ELLVAHM a1p1U1 HTERHITE -fi11Y ROUGH -SANK BVuI Ai ENTRY CAHa! OPIDIIIL ALIERM.TIE - FEYOh BRCN AID PERS (RMMfOJ FRAMINC, • • � E � � • ^ -- —• • SLI _ �_� Iris =_ =c - "• o o �► •u .,,� uEZ , v* coam ai �� ■ ME am ® © — C'ir ilii. --- ® c0 - all— I ® ®irr BL ®i B) I: %11 UPPER LEVEL FLOOR PLAN SCALE: 1/8'= 1'-0" C -B -B -B -B -C "r UNITS 1, 2, 3, 4, 5, 6, 13, 14, 15, 16, 17 AND 18 N UNITS 7, 8, 9, 10, 11 AND 12 U STEEL BUN (WPBNED)W FRIDNING RAN- (SIRULTWAL) ID 1 (' THE SAID CORE DOOR W/ SEH. E£If-QPFA(OGWACE COLT) fl ffLF-UTCNNG k THRESNaB ST[tt aIL DE: RNWNG PVN(SI0.000RN) 12 LNE a FRAMING — IJ LINE OF FRAENNG BELOW 14 UNE a WFil/BUII ABME STNRS: —1 RH-7 1@1 s YINMW IMAB DERMIB' W/ YN. j' ANSIIIG; YNYUN HEID QGRNDE = CO' 16 A -L" INCL (UNDER COUNTER) 17 FRNIED DPENWG 19 IB' —0 FNAED PUTFWM W/ 12' 1IARDE BOARD DECRRG ®RENDERED MR. FO1t SIONd ACCESS 21 22- . JO' ATTIC MQ55 O7 -HR. DENDWI WL (WHO) HVAC—Amt) FIREPLACES /\ I MONAL ELECTRO TKIWE MODERN FCWES NOID FUNNG u THMT u POSSIH.E TO DLICT '� FORCED AN UNIT - MGH EFFICIENCY DIRECT VFM `J HE MW 1"SHEET ELECTRIC MREP 2] RE: DhRNE PINI SMIT 29 NR CDGOONER C.U. ON 76- a J6- PAD HE CML PJH SOFFIT FOR NC ONE PEHEENDHERS-1ERFY LCG110H N FIELD 3 (affMED) PLNMSINlH,MTHHARDVJARE ANDAPPLIANCES JI NATER HGTER - NQ EFFI(I— POKER BRECI ART DPE— —D. DWATER CLOSET W/ N' a DI- CLEAR SPACE 1Y HON MRROR, AIN LENGTH a -EY D30'. 0' TOO -WER W/ TLE TD 77• !DME F—D E. N' . W SFO'WER — W/ ED. SUDNG GUSS TOMS 55 TOML BIR wTOWEL MIG RECE s D uEDCME caNET QD uvNamA— cDWN[R WRH (oPITo. K.oN E — PINED 41 TO. -ER HDDL9 4 ; DOUBLE Stat WNH D5 'J' 09MARHER -D RENBOERATOR SPIRE NOM 1Q Rm ER LNE 4)MN/RNOE WNH NOW ABPh — PLAN NOTES - CONCRETE AN➢'A,ASONRY 49 FROST -PROOF IDS[ BBB MIH BID( ROW PM.YENEER GGNCRLTE WHN OR DRM. /1 �J � uw u SLOPE • f• PFP FOOR (71) YUu SLOPC = I:XI (SS) PER MN Al l].1 n 2 Na SHELVES COORpxNTF WRH GR401NG PUN w/�4 4PER CONCRETE PoRCN/PANO /1 -x PVN aiNS lJ =r E _)• PER F001 (IS) -SCOPEC -PrmNDE 14'. 0 N'QC. 33 TOO, a SLAB / 40 DRa la a FDNGTGN WHl AT ME— DOOR PFR SIRLET./CHL THIN WE 4ENEER RE. ELLVAHM a1p1U1 HTERHITE -fi11Y ROUGH -SANK BVuI Ai ENTRY CAHa! OPIDIIIL ALIERM.TIE - FEYOh BRCN AID PERS (RMMfOJ FRAMINC, U STEEL BUN (WPBNED)W FRIDNING RAN- (SIRULTWAL) ID 1 (' THE SAID CORE DOOR W/ SEH. E£If-QPFA(OGWACE COLT) fl ffLF-UTCNNG k THRESNaB ST[tt aIL DE: RNWNG PVN(SI0.000RN) 12 LNE a FRAMING — IJ LINE OF FRAENNG BELOW 14 UNE a WFil/BUII ABME STNRS: —1 RH-7 1@1 s YINMW IMAB DERMIB' W/ YN. j' ANSIIIG; YNYUN HEID QGRNDE = CO' 16 A -L" INCL (UNDER COUNTER) 17 FRNIED DPENWG 19 IB' —0 FNAED PUTFWM W/ 12' 1IARDE BOARD DECRRG ®RENDERED MR. FO1t SIONd ACCESS 21 22- . JO' ATTIC MQ55 O7 -HR. DENDWI WL (WHO) HVAC—Amt) FIREPLACES /\ I MONAL ELECTRO TKIWE MODERN FCWES NOID FUNNG u THMT u POSSIH.E TO DLICT '� FORCED AN UNIT - MGH EFFICIENCY DIRECT VFM `J HE MW 1"SHEET ELECTRIC MREP 2] RE: DhRNE PINI SMIT 29 NR CDGOONER C.U. ON 76- a J6- PAD HE CML PJH SOFFIT FOR NC ONE PEHEENDHERS-1ERFY LCG110H N FIELD 3 (affMED) PLNMSINlH,MTHHARDVJARE ANDAPPLIANCES JI NATER HGTER - NQ EFFI(I— POKER BRECI ART DPE— —D. DWATER CLOSET W/ N' a DI- CLEAR SPACE 1Y HON MRROR, AIN LENGTH a -EY D30'. 0' TOO -WER W/ TLE TD 77• !DME F—D E. N' . W SFO'WER — W/ ED. SUDNG GUSS TOMS 55 TOML BIR wTOWEL MIG RECE s D uEDCME caNET QD uvNamA— cDWN[R WRH (oPITo. K.oN E — PINED 41 TO. -ER HDDL9 4 ; DOUBLE Stat WNH D5 'J' 09MARHER -D RENBOERATOR SPIRE NOM 1Q Rm ER LNE 4)MN/RNOE WNH NOW ABPh — Ll I WATEN/URAN RECESSED INTO WNL A7 DHFR SPACE NIM RECESSED 1EN1 COM ND 1' CWIETER COQ TO DUT9a AB OPTIM 1 LTXREY 9. 49 FROST -PROOF IDS[ BBB MIH BID( ROW PM.YENEER ® ROM DUN 51 DROP CEILING At REOURED - POMIER RCM(MNN LMT) 52 (RT...) n 2 Na SHELVES NOTES: PLS. REFER TO UNIT PLANS FOR FLAG NOTES OF INTERIOR PLAN NOTES - INTERIOR TRIM ANA CABINETS WE YDE SKU AND ONE ROD AT 6B• NF. BEAR RAN JTND ua 9EWES AVD TND ROBS AT ISE ANB R. ME. N: IMI RAN MD FM(5) EDINLY SPACED Ma SHELVES, RE: RAN FOR BOE, R: WR PIAN 5 OPIORAL Hg2)MCE %—S —E WARIEVDIMR -IE: LMR PUN J TD(2) NOW EN DES —1 NIIH FRAYED Lux Will MBF SHELgs BQDW - SE: IND PLAY 1 HW— Ar 51• .MNUR TO W NA Wu J ,LBOVE 1K OF To NOSIHG, RE: CAR PUH RILE WNL NTEH CW k WD00 RAA Ai 36' Wx1MUY /Huh TNR NOSING ON FNSIED ROOK NOM ME WNL DPBONS 2V HNUSTERS .D RDH TWD A 4' DANEIER SPHERE CANNOT PASS IHPDDH 61 -TY. RE: PIANS FOR RIES DPANTRY CAOMTS DUPPER OIWNEIS 6D LONER C10MTS D55 DPTICNN UPPER CARNETS DIFIDUl LOMB WHNET5 ."_'l BENCH MM HINGED TOP FOR 90FAQ WR IN AND CL9BES —RE Nwppw sur te• Ma iDi PARRWALL ENIENSDx DE: 5/A612 70 GTE -OPT— RE: 6/.0 MISCELLANEOAS ITEMS ]1 64'CECE6W POSTSgWBI ON PUN 72 10' MN. URN CO'GAETE SEEKS) M OD]JRS PER CML AmONGS RFSR XENNI —K FOR RERPCNG 6l4 BD FOR SDDIND CUSS COO. 7J (MIH MEREAD DOOR MTN TEMFERID C -E.) ]4 B WIT LOR OPIDN. AEADvE DOOR i0 ff[RODY J NTD GlUfGE CE.. IN MASTER BEDRCOY. C UNIT LOT OFTCN: RNME OOW TO BEOPODY ] ]5 AND DELETE DOOR, ENTER MD CLOSET W/ OPEN RAL GENERAL NOTES IINTERIM E—ED STEEL BRAYS 10 B[ LEFT UNPRMED W0 M)1 PANTED 2. HL —1 DOOR 1AY01 AS FlBER CEMEM J. NRNP BIN➢MD k 116TNL TARDA Fl0.S1 ,WO IXSINE MMDDE k SONO SECWD 4. WALL FIBER CEMENT EICIENSpN TRIM UNDER HL DOOR THREMM 5. — uECHANGH ROW FLOORS AID DWNE STNH6 Cit' Of V'1heat R;d9e RIVERSIDE I� W_ C) Q cc Q O � J O �J U ^� Lu V l 0 W Q LLJ L O v W II L 1 �c=I V J � 1 � +P2� 7' *' 8.1 II IBED SET IF�µAl9' PERMIT SET xNLRfiR9 BLDG. PLAN A1.1 ELEVATION KEYNOTES 1 1 COMPOSITION SHINGLES -- O PRIMED GUTTER 1.: -1 ..................•-----------....GALVANIZ71METAL FLASHING AT ROOF,1 ---- 0 :.....•r iii �iiiii �s�� i::•'s is .......... ..........; ....::r:...a SSY. HORIZONTAL I EXPOSED :1'•1 -�• 7 SM f •- - ..... _ I 1.. IN ( - ::I•I�:_i�II�_PIII�.-.PPPvud ni"i ii.��':�'�l_•= _____ III O a HORIZONTALr• 1 •i 1 • 1 1 EXPOSED .YI :1A•1 '�!M=L=11 1111 __ :::::::�:�::::�;::::::::::.... ......o:u _ 1CHANNEL ��P_ - === -......... 7• 111 1 111111111111 mlll.11l... _ � • . . ... • .. - II2w IM -0 paa ��- _--- ___ '- CJ•J� _ - _- SOLDIER COURSE 1 1 1 m O mm O m m m m 0 O O m m 0THIN BRICK Q'•• •' TRIM �■ - STUCCO 1 ,. • ,• .ETE ,., .Ano ■ 0 1'/Ff. SLOPE MINIMUM 1 • • • . • 1 ii '1 111• • _ "1 1 111. 1•a E 1'1 E 1 k1 1 111• ® •' m ® mm ® 0 :1 •1 1 : 1 i Q - --•rte ::...........................:.:........................,:::............... 1......................:.......I...... ...................... -:......::1.... .............: .... :.....s is ' 1' 1 1 .1 •. I I ■ .iI : :: : ::... u:..............:'.i::::::::::::.....:::......A:,.:::�u�u�.�u:.................:............ �s:::::�::a................ ................. ..� . -"i �, ::_ ....THERMA TRU ' ECHO • 111•: :sis:::... _ •:•:::.•:::.::::::::::.::::.::::.:::::.... --- iii:::.: __ ........... _ si:::'s:'s r ........................................ _ __ ...�_ . Lso •1 �� — :::I �'i:'sii:::'sre:::::: ii's'sss:::siEiii's'si's�'s::•:a::..l - V! ❑—❑ - C� 1 1 11 �HORIZONTAL CEDAR SLAT FENCE (NOT SHOWN FOR ELEVATION CLARITY) oil �01❑❑ .. METAL ROD AND FRAME GATE -OPTIONAL (NOT S .. I — FOR DEDUCTIVE NATE DESIGN : __ ---- ------ ---•-' _ TEMP' E' GLAZING IN ALL 11 PANELS ' - I_ - (UNIT B=9080 / UNIT C=9080) OFFnON - ADD ALTERNATE 6'X12' ROUGH -SAWN BEAM AT ENTRY CANOPY OPTION ADD __ ____ _• m m . ; ENTRY FEATURE - N . — O O m O O m m 44 �F n .____ _I ■��■ I_� ISI � � _ I��F■ =- _ m I =_�_ �=I�1=f:=IJI_::;_, o - _ _IIJ= �-�-� =�-= II c•��i� _---_ ---- _-- _--- _------_ – -- — =1� ■=� o =_� _ ■_ - _C=CID .11 - __�■__,__ 111111111111. .1,1111111111111._ r. _■ _ LEI w m m m 4 m m O m m ••• ■�■ ■�_■ cki PROJECr .� - -• - _ ' 1 •18704 ' I • a 1�1ti aRIVERSIDE (Q1'��I 4 __�■ _ _�C!liii� p' ._- �' ��==_�I�.�I -_-•----=L`�� __ __ - __ - � _:_-L•� L� _ _ =_ ___� � _:__ _ - __ - _ : _= � vr.............. =- 2 r A5.00 I I I I � I u I u j u i u j i u j u I l BUILDING SECTION: BUILDING C -B -B -B -B -C LLJ SCALE: 1/4" = 1'-0" BUILDING SECTION: BUILDING C -B -B -B -B - SCALE: 1/4" = 1'-0' D � Q cc O 0 U� W W � 0 W ~ LLJQ _ i v E�ao� ■ ag � A5.00 A5.00 w - z, pC U W 1 1 1 1 1 1 u I u j u i u j i u j u I l BUILDING SECTION: BUILDING C -B -B -B -B -C LLJ SCALE: 1/4" = 1'-0" BUILDING SECTION: BUILDING C -B -B -B -B - SCALE: 1/4" = 1'-0' D � Q cc O 0 U� W W � 0 W ~ LLJQ _ i W O pC U W 1 1 1 1 1 1 PIN 1• r i i I u �i i, .i. � ®�� ®ql LSP I I��I��I ® -®11 �■ ®1 I ®all.,,■ .'1� � "' � .• 1't• 1•t• �E� /•fit' ©�■S;:�AOMOENTRY © ■rA�: ii�■i ©I, 11 11 11 11" I I� II $'S �3 u I u j u i u j i u j u I l BUILDING SECTION: BUILDING C -B -B -B -B -C LLJ SCALE: 1/4" = 1'-0" BUILDING SECTION: BUILDING C -B -B -B -B - SCALE: 1/4" = 1'-0' D � Q cc O 0 U� W W � 0 W ~ LLJQ _ i t LEE THOMPS n 8.1880 V ARG,�`.�t' 8.152019^• DESCRIPTION DATE BID SET Hautitl9 PERMIT SET xYLI{I79 C B B B B C BUILDING SECTION RIVERSIDE A4.0 W O pC U W 1 1 1 1 1 1 t LEE THOMPS n 8.1880 V ARG,�`.�t' 8.152019^• DESCRIPTION DATE BID SET Hautitl9 PERMIT SET xYLI{I79 C B B B B C BUILDING SECTION RIVERSIDE A4.0 8.47± 12.00 11.67 STA: 2+90.53/11.00' R ELEV=5411.84 PROPOSED FUTURE CONNECTION TO ADJACENT CLEAR CREEK TERRACE PROPERTY BOUNDARY _ r rL 13.1p 11.4471 c: TOWNHOME DEVELOPENT. 2 - WOODEN POSTS AND CHAIN W/ R11-2 N O E%. lU' UTILITY AND DRAINAGE EASEMENT 9.5 1.601 ROAD CLOSED SIGN INCLUDING KNOX PADLOCK AND REGULAR PADLOCK. 6' WOODEN PERIMETER FENCE REG NO.. F1 93798 P.67% a AFPD TO REMOVE AS REQUIRED FOR EMERGENCY VEHICLE ACCESS TO (TYP)-o-.- 11.53-, R 11.30 LP I STM I INLET -AD - HAMMERHEAD TURNAROUND�`- STA: 2+49.7 11 00' R EX. 5' D.U.E. STA: 1+96.38/11.00' R STA: 1+43.00/11.00' R REC. NO.: 5406 TOP) ELEV=5411.19 PRIVATE DRIVE C TM M -ADO-4 ELEV=5411.55 ELEV=5411.19 6" VERTICAL CURB 11.91 SHEETS 10.13 BW \\I 5409��__ (ASPHALT) o AND 2' GUTTER .56 _ a 1 11.36 - @J 507. - I-11.63 POROUS LANDSCAPE DETENTION POND (PLD) HP 0.512 - #-- -- d CO �. MAIF OUTLET STRUCTURE VOLUME =267 2+00 p ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. ACCES � sx I� 3' TRANSITION TO r SEE SHEET 221' 5407.50 SOT. ELEV. \ I 0 vai s W v LJ F H rp CURB CUT I ILII 11. I 1 00-� � 100 -YR NSE = 5409.69 (SEE SHEETS 22-23) 1' CURB CUT 77,0 10.69 w 1' CUV CUT li 1' SPILL 11.89 II CURB / N h ' SID ALK HAS 7 11 45 rL-�WJ/'�11 13.04 11.78 111.E 13.1,7 _ r rL 13.1p 11.4471 c: .77 I 17.85) N O 11.77- 9.5 1.601 p, i119U- 11.77- .937 ME P.67% a 71.38 HP 0.67 11.02 LP 11.53-, R 11.30 LP I STM I INLET -AD - 18" DIA. D STA: 2+49.7 11 00' R EX. 5' D.U.E. STA: 1+96.38/11.00' R STA: 1+43.00/11.00' R REC. NO.: STM MH -MH -2 (FLAT 4' DIA MH TOP) ELEV=5411.19 PRIVATE DRIVE C TM M -ADO-4 ELEV=5411.55 ELEV=5411.19 6" VERTICAL CURB 11.91 SHEETS 10.13 BW \\I & 18) (ASPHALT) o AND 2' GUTTER .56 _ a 1 11.36 - @J 507. - I-11.63 HP 0.512 - #-- -- W/ DOME • X a t=0 0 o a 2+00 � 1 ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. i 7)p H I� 3' TRANSITION TO • CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. \ I 0 vai 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES BUILDING PLANS FOR W v LJ F H rp II. FULL -HEIGHT CURB �12 G5 BUILDING DETAILS SUBMITTED BY THE ARCHITECHT. WSW-- w 6" VERTICAL CATCH C RB �AN •3 �2 _ 1. 6 _ 11.63 11.55 14 11.57 30Z & GUTTER W/ 2' ( ) 11.73 HPq 0.31 11.57 11.05 rC� - 5�a J \ r^ni1 SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. G21 x \ ❑ Z li 1' SPILL 11.89 II CURB / N h ' SID ALK HAS 7 11 45 rL-�WJ/'�11 13.04 11.78 111.E 13.1,7 _ r rL 13.1p 11.4471 c: .77 I 17.85) N O 11.77- 9.5 11.85- p, i119U- 11.77- .937 ME 11.74 SGS 11.85- a 11.59- M1 11.53-, R 11.30 LP I STM I INLET -AD - 18" DIA. D 3 W/ bOME GRATE - - EX. 5' D.U.E. I '.NAN E 0 e1 REC. NO.: ^1, 11.741G5 F1693798 TO%_ h l TM M -ADO-4 - ' DIA MH 11.91 SHEETS 10.13 BW \\I & 18) 11.87 o _ 1.80- 1117 TW - 0 III V 0 V III Vo 13 14 15 TYPE C TYPE B TYPE B 5412.70 5412.70 5412.70 IEWALK -11..72 CHASE \z 11.82 12.02) \ 12.25J 1 11.82 11.69 IL ., ay J 12.3 178 1.777 JJJ----- N •P -Gs L STM 1 -ADL-1 12" DI DS W/ DOME GRATE 7 8 TYPE C TYPE B 5413.13 5413.13 13 a V❑ �►ElIIIIIIIIIIIII, Sy �B 16 17 TYPE B TYPE B 5412.70 15412.70 ❑ o o INLET -ADL -2 i2" DIA. DS W/ D X12.20 GS 12.20 GSA 5412 12'..' Ct 2.30 11.87 1P �� 12.2 12.2: 41 2.41 37 12.37q il - „1il 41 SIDEWALK DCHASE QV1 18 TYPE C 5412.70 9.54 BW _ r (Ti" c: + N O PRIVATE DRIVE C 9.5 r p, i119U- 12. 17.93- 11'93- .937 ME FL K a 1.0 M1 ` rn w E R 12.3 O 12.3 9.43 I - - r dao �m I '.NAN E 0 e1 - RETAIN(0 WALL 4MP TO%_ h l A A - 1 R SHEETS V > (W9 0o p 1 & 18) �J_ _ __ W 44T..AVE W J Q m Z OW ❑oma "-N KEYMAP 1 IN FEET p 1 STM INLET a 1 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. W YI 3 w '"- \ 18" DIA. DB, W/ DOME RA X a t=0 0 o a _ � 1 ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. i 7)p H uWwi CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. \ I 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES BUILDING PLANS FOR W v LJ F H rp G5 BUILDING DETAILS SUBMITTED BY THE ARCHITECHT. WSW-- w 6" VERTICAL CATCH C RB �AN 1.32 •3 14 N J) & GUTTER W/ 2' ( ) - 8. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE 11.96 TW TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER \ 10.00 BW DN49,768-120-R7. BY CTL THOMPSON INC. FOR GRADING AND I J \ SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. x \ ❑ Z I GS 1236 STM INLET -ADO -5 r w W Q ` f2" IN L E DRAIN a < a a ¢ 5 124" 12" TEE 4: G G y Z T I ( To request marling of underground facilities M m ❑ mm❑ ❑ 1 I 3' \ 3 u (CRUSHER FINES 9 I F.I. , o U U U 4 q L - 1 Z a. i rRO0�ERTY 3 / BOUryIDARY Know what's below. WWc 1 0 0 0 o G \ C011 before you dig. o 1 r m D / \\ \ SIDEWALK <V \ CHASE v \ 12.23 12.43 9.02 BW Call 811 or visit ca118N.com 0 12.65 FTW _ for more information It is the contractor's responsibility to contact ,b N .94 12.9 J ❑ U 0 ':20 I UNCC a minimum of 2 days prior to the start 0� of construction operations. o I D sers Inc. claims no I 252 -i e W i ,2 d a`pR 'p;1•d` ° 1 MAI KIOSK I � I II :P - I � AX. -(•,S. (6" CON . PAD) I BEARINGS SHOWN HEREON AR BASED-UPIN THE EAST LINE.OF THE < p t I 1 I NORTHEAST QUARTER OF SEC ON 20, TOWNSHSQUTH, NGE 69 I WEST, STH P.M., WHICH BEAR N00'31'28"W EN FOUND ONUMENTS F'rS%pNp�•E ` 0 III V 0 V III Vo 13 14 15 TYPE C TYPE B TYPE B 5412.70 5412.70 5412.70 IEWALK -11..72 CHASE \z 11.82 12.02) \ 12.25J 1 11.82 11.69 IL ., ay J 12.3 178 1.777 JJJ----- N •P -Gs L STM 1 -ADL-1 12" DI DS W/ DOME GRATE 7 8 TYPE C TYPE B 5413.13 5413.13 13 a V❑ �►ElIIIIIIIIIIIII, Sy �B 16 17 TYPE B TYPE B 5412.70 15412.70 ❑ o o INLET -ADL -2 i2" DIA. DS W/ D X12.20 GS 12.20 GSA 5412 12'..' Ct 2.30 11.87 1P �� 12.2 12.2: 41 2.41 37 12.37q il - „1il 41 SIDEWALK DCHASE QV1 18 TYPE C 5412.70 -10.0 11.28 11.11 HP t tech - 1 it, N.T.S. T 1+21.00/11.00' R 10.8 I EL =5410.73 I `< I I I I 10.97 10.96 1+00 10.80 rL Ijl I m o I EX. 5' UTILITY AND X11.39 0i --� DRAINAGE EASEMENT -71,49 REC. NO.:F1693798 g 4' SAN MH I 11.9 (TYP)- 4' GONG. PAN \\ I eO 11,14 (SEE SHEET 12Z \ I 11.06 V \ \ I I 11.34 10.97 \ 11.48 \ / 11.51 � 5 / I F� RrTAJNI N3 WALL / (SEE SHEETS & 18) / SIDEWALK / PROPERTY CHASE I I BOUNDARY r I I I I I I a. v ROOF DRAIN N N CONNECTION _ r (Ti" c: + N O PRIVATE DRIVE C S 11.67 rL 12.00 r p, i119U- 12. 17.93- 11'93- .937 ME FL K C m SIDEWALK - - ` __ _.. > ` rn w E 5412' 12.3 O 12.3 mm I - - r dao �m I '.NAN E 0 e1 PRIVATE DRIVE B ma C o m ❑ W °a4 ra Q �S�yo 4MP TO%_ h l A A 'A A C W c, pa I ! 3. CONTRACTOR TO MAINTAIN A MINIMUM OF 0.5% GRADE AT FLOWLINE V > (W9 0o p �S 10.820 10.461 TW 8.5� BW �J_ _ __ W 44T..AVE W J Q m Z OW ❑oma "-N KEYMAP 1 IN FEET p -10.0 11.28 11.11 HP t tech - 1 it, N.T.S. T 1+21.00/11.00' R 10.8 I EL =5410.73 I `< I I I I 10.97 10.96 1+00 10.80 rL Ijl I m o I EX. 5' UTILITY AND X11.39 0i --� DRAINAGE EASEMENT -71,49 REC. NO.:F1693798 g 4' SAN MH I 11.9 (TYP)- 4' GONG. PAN \\ I eO 11,14 (SEE SHEET 12Z \ I 11.06 V \ \ I I 11.34 10.97 \ 11.48 \ / 11.51 � 5 / I F� RrTAJNI N3 WALL / (SEE SHEETS & 18) / SIDEWALK / PROPERTY CHASE I I BOUNDARY r I I I I I I a. v ROOF DRAIN N N CONNECTION _ r (Ti" c: + N O f 12.35 12.31 S 11.67 rL 12.00 r p, i119U- 12. 17.93- 11'93- 12.3 11.61 FL K 541 .13 SIDEWALK ..< 111S-I�- 1�. CHASE ❑V 5412' 12.3 O 12.3 - ti cea - - 0 r C = o / I I LU J TO%_ h l A A 'A A C W c, pa I ! 3. CONTRACTOR TO MAINTAIN A MINIMUM OF 0.5% GRADE AT FLOWLINE V > (W9 0o p �S MATCH LINE (SEE SHEET 16) f H 1.70 11.31 STM IN,Irr-AD 3-t + 12" DIA. DB W/ ME GR a 9 BLDG. TIDE B 10,n� 2 TYPE B B TYPE- C 5413.13 5413.13 541 .13 5413.13 ❑V ❑V /V cea / 1S r C = o / I I LU J TO%_ h l A A 'A A MATCH LINE (SEE SHEET 16) f H 1.70 11.31 W Q: + O a IL ZZ W N pQ a z "z ?: F I LU 5 cea MAXIMUM GRADE IS 2% CROSS SLOPE ON ALL WALKS, UNLESS 0ItK r C = o LU x LU J G ZW C W c, pa I ! 3. CONTRACTOR TO MAINTAIN A MINIMUM OF 0.5% GRADE AT FLOWLINE V > (W9 0o p �S W 1 INTO ALL SUMP INLETS. W J Q m Z OW ❑oma "-N 1.70 11.31 I Q: + GRADING NOTES: Q w 1 L 1. ALL SPOT ELEVATIONS AT CURB ARE AT FLOWLINE, UNLESS OTHERWISE W N f l NOTED. ' ?: F I 2. EDGE OF WALK ELEVATION ARE TO THE HIGH SIDE OF THE WALK. 6' J MAXIMUM GRADE IS 2% CROSS SLOPE ON ALL WALKS, UNLESS 0ItK r C = o I OTHERWISE NOTED. LANDINGS ARE TO MAINTAIN 27. MAXIMUM SLOPE. W C W c, pa I ! 3. CONTRACTOR TO MAINTAIN A MINIMUM OF 0.5% GRADE AT FLOWLINE V > (W9 0o p �S Q 1 INTO ALL SUMP INLETS. W J Q m Z OW ❑oma "-N �a31 M> a 1 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. W YI 3 w 6 a 0 pj 5. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF a t=0 0 o a _ ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. i 7)p H uWwi CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. > 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES BUILDING PLANS FOR W v LJ F H rp BUILDING DETAILS SUBMITTED BY THE ARCHITECHT. WSW-- w 6" VERTICAL CATCH C RB �AN 1.32 U N J) & GUTTER W/ 2' ( ) - 8. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE 11.96 TW TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER 10.00 BW DN49,768-120-R7. BY CTL THOMPSON INC. FOR GRADING AND SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. x ❑ ❑ Z I 19. MAIL; KIOSK AND BIKE RACKS TO BE INSTALLED PER LANDSCAPE N< x m r w W Q GS \ DETAILS PROVIDED IN APPROVED PLANNED BUILDING GROUP (PBG) a < a a ¢ 5 PLANS BY DEWBERRY 1 J3 ENGINEERS INC. k G G G y Z 4 ( To request marling of underground facilities m m ❑ mm❑ ❑ W \ U U � I F.I. , U U U q L - 1 Z Know what's below. WWc o 0 0 0 o G \ C011 before you dig. o r r m D \\ \ SIDEWALK <V \ CHASE v \ 12.23 12.43 9.02 BW Call 811 or visit ca118N.com 0 12.65 FTW _ for more information It is the contractor's responsibility to contact ,b N o 0 v m ;1, ,h 0 f ❑ U 0 ':20 I UNCC a minimum of 2 days prior to the start 0� of construction operations. o I D sers Inc. claims no aunmuuur REC w'!,. I p sponsibiliry for the erground facilities o� r"iiryy�:yTt,.,, ,2 d a`pR 'p;1•d` ° MAI KIOSK I I depicted this plan set. :P - W/ BIKE RACKS - 12.32 12.53 BASIS OF BEARINGS `� ;•7 3 -(•,S. (6" CON . PAD) I BEARINGS SHOWN HEREON AR BASED-UPIN THE EAST LINE.OF THE < p t 1 I NORTHEAST QUARTER OF SEC ON 20, TOWNSHSQUTH, NGE 69 I WEST, STH P.M., WHICH BEAR N00'31'28"W EN FOUND ONUMENTS F'rS%pNp�•E ` 5' 10.13 BW 12.7'7 T)Y SHOWN HEREON PER THE CI OF WHEg1��E'S COORDIN� SYSTEM TW Pop 4CK h I 12'36 DATED FEBRUARY 1, 2008. 4., VgOO .. m 0 I 2.00R o 2�7� 1.88 U______-___. SITE BENCHMARK: I BENCH MARK "F 412" 11.6n \11.92 �J\�dV�g LOCATED AT THE INTERSECTION OF KI D WEST 32ND •. c Ln c AVENUE, AT THE NORTHWEST CORNER OF THE AVENUE, 50.5 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE STREET, 50.5 E t` O >; m r m a° E FEET NORTHWEST OF A FENCE, AND 3.3 FEET SOUTHEAST OF THE Z y o SOUTHWEST LEG OF A PARK SIGN. Y p m(Y- W m ;Ln';p�pd ELEVATION = 5562.74 FEET (NAVD 1988) i o O in (SEE SHEET 15) j g. 252 ----_. / AX. / I II .75 P / 3 fR 1TION TOO ro a o N - bt 1 FU � EI HT C RB ° i 1 11 11.64 ^ ° \2.2 12.28 12.27 ° -12.16 1 I 3' a 11.45 1 CRUSHER o PRIVATE DRIVE B TYP. SEC nCN 1 FINES 1 1 .12 11.29 2' CONIC. PAN (ASPHALT) T 3)\ 15' '"' 15' 5 5' ° 11 I 1112 1� 29 (SEE SHEET 27) 1 1 STM IN i 3 �- 1-- - \ 18" 61A. DS W/ DOM IG 2+00 11.96 V2.O6 12.16 \ 11 12 1 12. FL 12.12 FL i I{{I••�� 1 .12 �jl/ 11.96 12, .0 12.1$ 121 6"\\EcRGU]•TER W/ 2' AN 11.45 M'' 5412 _-ler 5410--� \ ( )) 4:11.62 12.29--,_12.28 12.27--,12.22_i \ '1. A 11.64 l • a H O "�L' o N 3' A I ON 0 `v LL H H CU 380 I I Iz 54p9 STM IN -ADO-6 I 9.57 LP 12' IN NE DRAIN 1 24" 12" TEE 23 1 1 J7 B 12.99 12.38 BW 1 4 12. 13.05 TIN 12.6 1 9.6 11 4X `, 13 2X 9.62 1 `5g1p 11• 10 .8 ,qd1W d - 12.94 12.99 1 2 3 G. 4 5 6 11 I - -- TYPE C TYPE B TYPE B 1 TYPE B TYPE B TYPE C 5413.13 5413.13 5413.13 5413.13 5413.13 5413.13 I) II 4:1 WALK ❑V V❑ STM INLET ADO -7 12" INUN.DRAIN 11 "> N 2• 24" 0112" TEE G 1 "-_- 1 N N M _. FIR ERTYSO ARY i 13 I 1 __ + N STM I6" INLINE -5 NE AIN C.O. 9 2 571,1 y lel L ® 6" INLINE 6 - _ / (6" CON. rn Q w W -Cd J 11.6 0 Q � t. 9 C 6 a PAD) I I I I + X 1.9 1231-� d 12.38 Q • 2 9 1.83 6 a w ro 1 I 1 2.1 z.Yt 11.90/ /1 12.45 1216 tO / 1+00 12.07 F a a 2.0 g 11.91 HP 12.46 HP G I 1 4' SAN MH 1 2.1 11.88 (TTI') _ O d 1 1 o, Fw 1.82 N= PRIVATE DRIVE B¢ a = SLOPE W d Z -- -- t12.25 11.70 k_0%_ v w Z`�So�c S O 51 GS t N • " ig m - E I SIDEWALK CHASE 1 11.42 I 1BW 9.51 BW 12.36 TW 12.77 TIN 7.88.88 ff VJ-- - - I IN FEET ) 1 ch = 10 fL I l - - - Ch O Q 77 PRIVATE DRIVE C X 1 RISER I U vmi Q (2 RISERS) = 1.2' Z Z 49 a a c m _.._-._ ANTICIPATED INCREMENTAL -► = FLOW ARROW DIFFERENCE BETWEEN TOP O d moo PRIVATE DRIVE B¢ a = SLOPE W d Z 0 w Z`�So�c SLAB TO MAINTAIN O a N • " ig m - E Ak =FIRE DRIVEWAY MAXIMUM SLOPE 3 0 I RETAINING WALL (SEE SHEETS 17 & 18) ® = WATER METER AT 10%. RISER) 0.6' O ® =STORM INLET O (1 = I[CVMAp LEGEND X0,25 = SPOT ELEVATION O = ROOF DRAIN CONNECTION HP/,LP = HIGH POINT/LOW POINT x_/ - BW = TOP WALL/BOTTOM WALL GS - GROUND SHOT H W 2 Z }2? 5412_ 4X 4X -_ 0 �� Ii 9.00 O J o 0o g m STA I LET ` 44 011.71 - - - - ^ - - - - - 12-38 -G 12 46 GS 12 63 GS n 12.24 12 38 10.2 1 8. 7 BW 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. 8" DIA. DB W/ D -1 AIt _ 12.56 CL� g, 5 TW. 6" VERTICAL CATCH CURB H W > Q W 10.13 I & GUTTER W/ 2' PAN 5. CONTRACTOR TO FlELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF u3 E 8Fmi _ \ 1 (TYP.) ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. > p W 11 1 F1P r �- ,a - - . 12.48 10.03 0.57 1 11.41 N 10.55 10.55 10.85 10. 12.56 -- ----ROOF DRAIN _ 1p,11 CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. 2� ._-_-._--_ - _ 9.17_-- W v z 0 11.3 6 m 10.47 10.47 10.76 10_76 12.47 ( -- -- - _ C----------------- ------------ -- -- - - - -- - --------- --- ---- ---- -__ - --------------------------- 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES GUIDING PLANS FOR I= g BUILDING DETAILS, SUBMITTED BY THE ARCHITECHT. (If Li � � tE 5409 S �II1H-8 10.19 00.1 Ia KOg 8. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE 5I� MH n X J�8 8 5410 TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER N ---- --.--10_09 O 4_' O _ c 8.75 .-------- 7 -1 0-R1. BYZ . .-------'---------89 -4 - 4 .,=- SUBSURACE RECOMME DATIONSAROUND THE BUIDIINGS. a &._ - 8.67 ' .38. ° u�iex�W 10.14E ME - ' - '74 a . 8-52 �34f ME 9. MAIL; KIOSK AND BIKE RACKS TO BE INSTALLED PER LANDSCAPE°4 __-° o L 8. 8 .74 a DETAILS PROVIDED IN APPROVED PLANNED BUILDING GROUP (PBG) G a < a Q a - --- - --- - ® SA7 PLANS BY DEWBERRY J3 ENGINEERS INC. E m Z -ME- --_ __... - _. - - __-_- _ ° ° - ? _-8 �s - - - o q st mar un nd faahLe __ _- - - _ -...- �..-._.--.�-_-- 8:241 ME 7.81# ME r :F - �._..... ._ _. �_ _ N=1708590.37 _ - - =1708590.47 _ - - _ _ .. _ m m N m m __...�. - E=3104146.79 - rt=3104174.43 - _ _ ---- _ - - _ _ _ _ _ 0 0 0 0 o Q ME=9.17± INTERCHANGE ROW ME=8.92± PERMANENT EASEMENT NO. PE -208 1 Z REC. NO.: 2013107345 REC. NO.: 200630558 Ji 10 U1ILITY AND DRAINAGE EASEMENT INSTALL 285± SIF r - J Knowwhat's below. o 0 0 0 0 REC. NO.:F1693798 STAMPED CONCRETE BAND I I 16^ o U Call beror• you me. o (MATCH EXIST COLOR AND PATTERN) I Cell orvisitcal1811.com lb 6 14 L J _ for more information 0 It is the contractor's responsibility to contact UNCC a minimum of 2 days prior to the start of construction operations. wunuuoru, W 44TH AVE I Dewber J3Enginee slna ciaimsno a°sa REC k„y re nderground facilities STM MH -9 I ifepicted ins thidon _ .3+,pX' •tP 4y J}f^ } 5 DIA MH BASIS OF BEARINGS: 't, 3 773 - EX. 36" CMP I I BEARINGS SHOWN HEREON ARE BASED UPON THE EAS?'iINE OF THE a 19 ! NORTHEAST QUARTER OF SECTION 20, TOWNSHIP ,FOTUND MONUMENTS WEST, STH P.M., WHICH SEARS ^N00'31'28'W BEYI SHOWN HEREON PER THE CITY F WHEAT RIOSE CO0RDIf�aTE SYSTEM kammmm DATED FEBRUARY 1, 2008. �= SITE BENCHMARK: EX. 15' SAN I I BENCH MARK "F 412" (KA ®� U LOCATED AT THE INTERSECTION OF NG?S1'REET AND WEST 32ND a o` 0 m AVENUE, AT THE NORTHWEST CORNER 0 E -AVENUE, 50.5 FEET EAST c OF THE AT OF THE NORTH BOUND LANES OF THE STREET, 50.5 . ~ to m E FEET NORTHWEST OF A FENCE, AND 3.3 FEET SOUTHEAST OF THE _ v m y m Z SOUTHWEST LEG OF A PARK SIGN. y �p or Q W ELEVATION = 5562.74 FEET (NAVD 1988) it. to to O Q 77 SEW = EDGE OF WALK X 1 RISER I 5363.7 = ANTICIPATED TOP OF Q (2 RISERS) = 1.2' Z Z 49 a a FOUNDATION ELEVATION ANTICIPATED INCREMENTAL -► = FLOW ARROW DIFFERENCE BETWEEN TOP O d Z = SLOPE OF FOUNDATION AND E FRONT OF THE GARAGETH Z 0 HYDRANT SLAB TO MAINTAIN O a Ak =FIRE DRIVEWAY MAXIMUM SLOPE I RETAINING WALL (SEE SHEETS 17 & 18) ® = WATER METER AT 10%. RISER) 0.6' O ® =STORM INLET O (1 = (, . • • . = POTENTIAL EXPOSED 2X (2 RISERS) = 1.3' W 0 W FOUNDATION >,= = STREET LIGHT 3X (3 RISERS) = 1.9' W N a a r. r. ■ = SPILL CURB 4X (4 RISERS) = 2.5' Q Z W �V = VISITABLE LOT ANTICIPATED INCREMENTAL DIFFERENCE BETWEEN Q = ADA LANDING LANDING TO BACK OF W PROPERTY BOUNDARY ))) =HANDRAIL REQUIRED SIDEWALK. HIGHEST STEP MAY BE PARTIAL RISER. I GRADING NOTES: 1. ALL SPOT ELEVATIONS AT CURB ARE AT FLOWLINE, UNLESS OTHERWISE NOTED. I 2. EDGE OF WALK ELEVATION ARE TO THE HIGH SIDE OF THE WALK. MAXIMUM GRADE IS 2% CROSS SLOPE ON ALL WALKS, UNLESS O 1 OTHERWISE NOTED. LANDINGS ARE TO MAINTAIN 2% MAXIMUM SLOPE. U w 3. CONTRACTOR TO MAINTAIN A MINIMUM OF 0.5% GRADE AT FLOWLINE L,1 > oo p INTO ALL SUMP INLETS. W J E2 rp z }2? 5412_ 4X 4X -_ 0 �� Ii 9.00 O J o 0o g m STA I LET ` 44 011.71 - - - - ^ - - - - - 12-38 -G 12 46 GS 12 63 GS n 12.24 12 38 10.2 1 8. 7 BW 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. 8" DIA. DB W/ D -1 AIt _ 12.56 CL� g, 5 TW. 6" VERTICAL CATCH CURB H W > Q W 10.13 I & GUTTER W/ 2' PAN 5. CONTRACTOR TO FlELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF u3 E 8Fmi _ \ 1 (TYP.) ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. > p W 11 1 F1P r �- ,a - - . 12.48 10.03 0.57 1 11.41 N 10.55 10.55 10.85 10. 12.56 -- ----ROOF DRAIN _ 1p,11 CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. 2� ._-_-._--_ - _ 9.17_-- W v z 0 11.3 6 m 10.47 10.47 10.76 10_76 12.47 ( -- -- - _ C----------------- ------------ -- -- - - - -- - --------- --- ---- ---- -__ - --------------------------- 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES GUIDING PLANS FOR I= g BUILDING DETAILS, SUBMITTED BY THE ARCHITECHT. (If Li � � tE 5409 S �II1H-8 10.19 00.1 Ia KOg 8. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE 5I� MH n X J�8 8 5410 TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER N ---- --.--10_09 O 4_' O _ c 8.75 .-------- 7 -1 0-R1. BYZ . .-------'---------89 -4 - 4 .,=- SUBSURACE RECOMME DATIONSAROUND THE BUIDIINGS. a &._ - 8.67 ' .38. ° u�iex�W 10.14E ME - ' - '74 a . 8-52 �34f ME 9. MAIL; KIOSK AND BIKE RACKS TO BE INSTALLED PER LANDSCAPE°4 __-° o L 8. 8 .74 a DETAILS PROVIDED IN APPROVED PLANNED BUILDING GROUP (PBG) G a < a Q a - --- - --- - ® SA7 PLANS BY DEWBERRY J3 ENGINEERS INC. E m Z -ME- --_ __... - _. - - __-_- _ ° ° - ? _-8 �s - - - o q st mar un nd faahLe __ _- - - _ -...- �..-._.--.�-_-- 8:241 ME 7.81# ME r :F - �._..... ._ _. �_ _ N=1708590.37 _ - - =1708590.47 _ - - _ _ .. _ m m N m m __...�. - E=3104146.79 - rt=3104174.43 - _ _ ---- _ - - _ _ _ _ _ 0 0 0 0 o Q ME=9.17± INTERCHANGE ROW ME=8.92± PERMANENT EASEMENT NO. PE -208 1 Z REC. NO.: 2013107345 REC. NO.: 200630558 Ji 10 U1ILITY AND DRAINAGE EASEMENT INSTALL 285± SIF r - J Knowwhat's below. o 0 0 0 0 REC. NO.:F1693798 STAMPED CONCRETE BAND I I 16^ o U Call beror• you me. o (MATCH EXIST COLOR AND PATTERN) I Cell orvisitcal1811.com lb 6 14 L J _ for more information 0 It is the contractor's responsibility to contact UNCC a minimum of 2 days prior to the start of construction operations. wunuuoru, W 44TH AVE I Dewber J3Enginee slna ciaimsno a°sa REC k„y re nderground facilities STM MH -9 I ifepicted ins thidon _ .3+,pX' •tP 4y J}f^ } 5 DIA MH BASIS OF BEARINGS: 't, 3 773 - EX. 36" CMP I I BEARINGS SHOWN HEREON ARE BASED UPON THE EAS?'iINE OF THE a 19 ! NORTHEAST QUARTER OF SECTION 20, TOWNSHIP ,FOTUND MONUMENTS WEST, STH P.M., WHICH SEARS ^N00'31'28'W BEYI SHOWN HEREON PER THE CITY F WHEAT RIOSE CO0RDIf�aTE SYSTEM kammmm DATED FEBRUARY 1, 2008. �= SITE BENCHMARK: EX. 15' SAN I I BENCH MARK "F 412" (KA ®� U LOCATED AT THE INTERSECTION OF NG?S1'REET AND WEST 32ND a o` 0 m AVENUE, AT THE NORTHWEST CORNER 0 E -AVENUE, 50.5 FEET EAST c OF THE AT OF THE NORTH BOUND LANES OF THE STREET, 50.5 . ~ to m E FEET NORTHWEST OF A FENCE, AND 3.3 FEET SOUTHEAST OF THE _ v m y m Z SOUTHWEST LEG OF A PARK SIGN. y �p or Q W ELEVATION = 5562.74 FEET (NAVD 1988) it. to to October 15, 2019 6143 South Willow Drive Ste. 300 Greenwood Village, CO 80111 4521 E. Virginia Ave. Suite 200 RE: Riverside Terrace, Building 3 Denver, CO 80246 11693 W 45th Place, Lot 13, T: 303.377.6601 11691 W 45`h Place, Lot 14, "00AU I � q F: 303.377.6656 11689 W 45th Place, Lot 15, O www mnaengineering.com 11687 W 45`h Place, Lot 16, 14th h 11683 W. Place. Lot I8, Wheat Ridge, CO PT Foundation Grade Beam Structural Observation Attn: Dan Garcia/ Duane Cemiglia Dear Mr. Garcia and Mr. Cemiglia, MNA Inc, was asked to observe the preparation and reinforcement of the grade b, the post -tensioned slab foundation at the listed building on October 15, 2019. The condition of the foundation wall is in general conformance with structural constn documents. This report is based on the limited accessibility of the elements and components c structure at the time of the observation. This report is based on accepted general I and is limited to the data available to our office. We make no warranty either exp or implied. Not all items are visible material, sheathing or covered by other const material. Any modifications to structural members made by HVAC or plumbing i be verified by the contractor performing the work and are not reviewed as part of observation. No invasive testing or inspections were performed. MNA, Inc. does accept responsibility for hidden structural deficiencies not evident during an inve of this type. Should you have any questions or concerns, please call us at 303-377-6601. Sincerely, MNA, Inc. r r t Reviewed by: Darko Labudovic Naim G. Nassar, P.EJS.E. Structural Project Manager President/CEO o*416e ower ECONOMIC ENERGY EERCIENCY May 12, 2020 11683 W 451h PI Wheatridge, CO Re: Duct leakage test 11683 W 45th PI To whom it may concern: E3 Power performed a Duct leakage test on the above-mentioned building May 12th, 2020 at 10:30 am. The duct leakage was 64 CFM @ 25 pascals. This system meets the air tightness requirement of 4 CFM per 100 square feet of area served and are compliant with code. Please let me know if I can be of further assistance to you. Sincerely, Andy Wildenberg (e3 power) 303-520-5152 Building Analyst (BPI) /HERS Rater / CEA / CEM Andrew W i I d e n be rg Digitally signed by Andrew Wildenberg Date: 2020.05.13 13:50:54 -06'00' 303.292.1233 120.207.0946 e3powor.oel, RHICE FIN WEB