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11685 W. 45th Place (Riverside Terrace Building 3)
CERTIFICATE OF OCCUPANCY Permit #: 201901740 � �9C,(-IXA Wh6atpsig MUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 *Stipulations: Riverside Terrace - New single family townhome - 1,950 sq ft total; (Bldg 3, B -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: 11685 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 Inspection Type: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Job Address: 1 V -0I ` ` U, Permit Number: u L C O V'1 y 6 4 ❑ No one available for inspection: Time 1 k', AM/PM Re -Inspection required: Yes Mj When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE s A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 4- Job Address: \ �''_s \"j L4 c I �, Permit Number: DO \S Q—N V`_1 �-A 0 ❑ No one available for inspection: Time icy' "" AM/PM Re -Inspection required: � No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usfinspection Date:__�� U aWC) Inspector: DO NOT REMOVE THIS NOTICE o*416e ower ECONOMIC ENERGY EERCIENCY August 5, 2020 11685 W 45th PI Wheatridge, CO Re: Blower Door Test for 11685 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 17,000 cubic feet. The final blower door number was 940 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, Andrew Wildenberg Andy Wildenberg (e3 power) Digitally signed by AndrewWiI denberg 303-292-1233 Date 2020 08 05 17'.13'.10-0600' Building Analyst (BPI) Resnet HERS Rater CEA/CEM 303.292.1233 720.207.0946 e3power.oel, RHICE FIN WEB i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: y� , �" P )� Y2 I Job Address: I L `'� ►� C/ Permit Number: �%t� f i �� ( "?L4 0 C 4 L) 0/ `t rr t.s ❑ 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. ushinspection Dater I. ) i Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE IE Inspection Type: Job Address:.-'°' Permit Number: 17:1- V LJNo one available for inspection: Time; AM/PM Re -Inspection required: Yes; Nom When corrections have been made, schedule for re -inspection online at. http:Uwww.ci. wheatridge.co.uslins&vtio --, i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: EL. rc�i ux, Job Address: 4r -L- - Permit Number: 17r -p I C-) { ❑ No one available for inspection: Ti Re -Inspection require ;_Yes No *Whe httpL Dat( I* 1 ! 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: Job Address: �'� t� Kl- Permit Number:. CA ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes N�o � When corrections have been made, call for re -inspection at 303-234-5933 Date: �,o" S ` �� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �-- Job Address: /% !,- T'� �, Permit Number: 2 6'/9 6917 C10 c(' - ❑ No one available for inspection: Time AM/IPM) Re -Inspection required:s're�; No When corrections have been made, schedule for re -inspection online at: http://www.ci.wheatridge.co.us inspection Date: .517,,1707'e) 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: )r p , -j7 tij `D Job Address: �j ,-5- W Permit Number: 0 0 1 k b\ — I �) � ❑ No one available for inspection: Timei'` _ {°� AM/PM Re -Inspection required: Yes No`' When corrections have been made, call for re -inspection at 303-234-5933 Date: C, ' 10- cl Q v Inspector: DO NOT REMOVE THIS NOTICE Inspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION ❑ No one available for inspection: Time AM/PM Re -Inspection required: YeNo r; *When corrections have been made hed "nspection online at: httpYlwww.ci.wheatridge.co.0 ns ct Dater , e, saect i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 0"N, S C e4 +_ fn c c,S Job Address: h u l _ t &) �k in t Permit Number: a uN 1� (_:�, 17 LAC ❑ No one available for inspection: Time C `)� AM/PM Re -Inspection required: Yes (_Nb When corrections have been made, schedule for re -inspection online at: http.IA,vww.ci.wheatridge.co.uslinspection Date: -L-( ' �Dt�. DGA - 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`- S .� h P I Permit Number: U �1 ❑ 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. uslinspection Date' '7a?b 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 - { l.; ❑ 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. uslinspection Date: I � _ Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 201901740 PERMIT NO: 201901740 ISSUED: 02/04/2020 JOB ADDRESS: 11685 W 45th P1 EXPIRES: 02/03/2021 JOB DESCRIPTION: Riverside Terrace - New single family townhome - 1,950 sq ft total; (Bldg 3, B -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: 169,992.00 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 3,569.83 Permit Fee 1,583.55 Engin. Review Fee 50.00 ** TOTAL ** 5,323.38 *** 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 1250 of the cost of the installation shall be required. City of Wheat Ridge Single Family - New PERMTT - 201901740 PERMIT NO: 201901740 ISSUED: 02/04/2020 JOB ADDRESS: 11685 W 45th P1 EXPIRES: 02/03/2021 JOB DESCRIPTION: Riverside Terrace - New single family townhome - 1,950 sq ft total; (Bldg 3, B -unit) 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 thispennit. I further attest that I am legally 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 skis document and/or its' accompanying approved plans and specifications. Signature of OV13I�E_Br- fr CON14�A TOR (Circle one) Date I . 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 180odays 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 androcedures 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 an 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 cpde`or any ordina ice or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. C.c�MMLJNITY C)t�vt t.0PXAF.N'r``. Building & Inspection Services 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 L' 303 234 5933 FOR OFFICE USE ONLY Date: I Plan/Permit # i to Inspection lne. - - Email: permits( a�ci.wheatridge.co.us� Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 8 S w `i S "'- Vv S2 + d q e c CO 80G 3 3 Property Owner (please print): !Z, r crs-,'d e 7_erra c e ; L L C Phone: 7zo - 473 - 701 9 Property Owner Email: 55vnd6e_rj c�e� s,'r3ec©cvtv�vr, tr`es.cor� Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: (s iy 3 S. L -J,. t i L, -f 1)r. , yl -e 300 City, State, Zip: Greenerood Y,' 1 )aqe, (a 90111 Architect/Enaineer 1 enn� S 7�oMp3on A.rc+,i,}e ct / _Dcri_o La bo cis r, C , S vc+,rfa i �t MPJ p- C{t(1Ylt>.'4'►a�� SC/lQ ,n(1wQ,Sc,�'V-C.r;ll0..CoM. Architect/Engineer E-mail: d1,-6Ud4v;ca JCOPA Phone: 303 - 3-7-7 J Contractor Name: IZ,•vrerst'c/e-eerfaec I -LC City of Wheat Ridge License #: Phone: 7w- y73 -7r;19 Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): S+c�kg,,q c� e 1 Phone: 7Zd - `� 73- 7Q t CONTACT EMAIL(please print): 57s a rt A eiq ® CYe•r 4c- 3 ,'Cle Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: onA_ Core Etec_AT c, :j c Plumbing: pq.IZ PlaA.b.',t , 2:;;%2:;;%c -, Mechanical: Titiloor-A,'r- W.R. City License # o soo-r 4 W.R. City License #� c W.R. City License # 170 8 Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. [—]COMMERCIAL aRESIDENTIAL 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. Masr),od 13- U i, 4 , s,',,71,e l7 4/-o r (5-A1 e 10Wr) ho,WIna opo or, S 7�l f e Vr13 to n S •f -Y-'J c �?'o ^ Sq. FULF I S-0 � F BTUs 7-30 K Gallons 35-0 (/1) Amps i S~0 Squares 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) I G 01, ©© n."o 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 1 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) CONTRALTO r (AUTHORIZ RESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name) DATE: S ly I Printer! Name: gtt�oilt n Svrtc'(b e r4 DEPARTMENT USE ONLY ZONING COMMMENTS: -Q� ��� / G C" 4 OCCUPANCY CLASSIFICATION: �� 1:5� Reviewer: CONSTRUCTION TYPE: M BUILDINGDEPAR MENT OMME TS: Reviewer: xr 4JI-179-11'"_ _ PUBLIC WORKS COMMENTS: CG�p �� �� �„[ Lv/510/ &.LEC! -s /�`L��1✓� .�iU vPD.4�l�D �—�7Fi c.9�7b'•v S'�G�- � c �-EQ �.1� Reviewer: PR40,e Tjj 6q M Building Division Valuation: L F-olL Ti�F-�. 13'vlta �.Jls , City of heat <i[ e_ i'UBiAC WORDS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: 04/!? h 9 Location of Construction: ! ( I. $S W. gs-t"A PL . Purpose of Construction:_ w y Single Family Commercial Multi -Family _ Development Review Processing Fee........... ...................................... $100.00 $ (Required of all projects for document processing) (�,�r ~`77r D&145L"AA&, r Single Family Residence/Duplex Review Fee: ..................................... $50.00 $ 5e. cc Commercial/Multi-Family Review Fees: (Fees include reviews of the I" and 2nd submittals ® Review of existing or minimal technical documents: ........................ $200.00 $ o Initial review' of technical civil engineering documents: ...... ......... $600.00 $ ® Traffic Impact Study Review Fee: .................................................... $600.00 $ ® Trip Generation Study Review Fee: .................................................. $200.00 $ m Stormwater Management Plan (SWMP) Review Fee: ....................... $200.00 $ ® O & M Schedule Review & SMA Recording Fee ............................. $100.00 $ m 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 % _ $ (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. "N H xi.,A heat rid ge.co. us Rev 05/19 City of g .SINGLE FA MIL YID UPLEX ; PUBLIC WORKS �UILDINGI'E I7'APPLIGAII®NREVIEW Date: 0q b I/ Z!!?-, Location: l 16 $..s w• qSv4L ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a —7—aw pAi m. E located at the above referenced address. Please note the comments checked below. 1. / Drainage: a. Drainage Letter & Plan required: t, -'Yes 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: �� Yes No Completed c. sidewalk: _1/ Yes No Completed d. Other (specify): LIeAtTi.ve; Our 5 PON 4 Yes No Completed For items not constructed, the amount of funds taken in lieu of construction: $4'J 3. Does all existing roadway/alley R.O.W. meet the standards of the City: Yes No If not, what is required? 904V 1/ft d= -S 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. 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. 04) hX4 Signature David F. Brossman, P.L.S. Date 5. NA 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. Stipulations: A 6-.4e41b/As - T7FsG.¢77,0,t,,7 ,g�� & c/ .q.,L; -r.Lc r1.e vP � CCPt1S X_q 4t_e_ �3E `D P�oIZ 7. 4// -M I15004wc E 0-0=r4ts J�iX/� c . o . Fee 7N,62:8 0 d,,L jbi ,# 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 SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 06/2013 City (11' bat 2c c City of Wheat Ridge Municipal Building 7500 W. 29'' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: 0 / ADDRESS: L / G 8.S G✓, Pz 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. Erossman, P.L.S. Development Review Engineer CC: File W %s %.&A%: heV ridge.ca. u s Rev 2108 0 3 ° a� V o O N U Q �w 00N rA O n-1 (V 0 AB AFF ALUM L BLK(G) BOT CABT CJ C CLG CMU CO CONC CONT CW DBL DIA DIM DTL EA ELEC ELEV ENGR EP EQ EQUIP EST EW EXIST EXP II EXP JT J EXT II FEC FF FIN FLUOR FTG IJI I GA GAL,i GWPGYP HBbg HM HORIZ HT HW INSUL INT �JT LH Q Riverside Terrace /14 8S w qy+'•` /kVd IEET INDEX ARCHITECTURAL Planned Residential Development 6 units (C, B) B, B, B, C) ABBREVIATIONS ARCHITECTURAL SYMBOLS AT ANCHOR BOLT ABOVE FINISH FLOOR ALUMINUM ANGLE BLOCKING) BOTTOM CABINET CONTROL JOINT CENTER LINE CEILING CONCRETE MASONRY UNIT CLEAN OUT CONCRETE CONTINUOUS OR CONTINUE COLD WATER DOUBLE DIAMETER DIMENSION DETAIL EACH ELECTRIC(AL) ELEVATION ENGINEER EPDXY PAINT EQUAL EQUIPMENT ES11rTE EAC WAY :XTINGU HER CABINET FLOOR (ED) ESCENT IG D(ING) GAUGE IZED M W BOARD M BIBB HAND MAS MAX MB MECH MFR MIN MO NTS OC OSB P PERF PLAM PTD PTRT PWD RA REF REINF REQ'D RH RM RO SC SIM SUSP SV T&G TEL TOM TOP TYP VERT VCT W/ WC WD W/O WWF MASONRY MAXIMUM MACHINE BOLT MECHANICAL MANUFACTURER MINIMUM MASONRY OPENING NOT -TO -SCALE ON CENTER(S) ORIENTED STRAND BOARD PAINT PERFORATE(D) PLASTIC (AMINATE PAPER TOWEL DISPENSER PAPER TOWEL RECEPTOR PLYWOOD RETURN AIR REFERENCE REINFORCING REQUIRED RIGHT HAND ROOM ROUGH OPENING SOLID CORE SIMILAR SUSPENDED SHEET VINYL TONGUE & GROOVE TELEPHONE TOP OF MASONRY TOP OF PLATE TYPICAL VERTICAL VINYL TILE WITH WATER CLOSET WOOD WITHOUT WELDED WIRE FABRIC BUILDING SECTION REFERENCE LETTER BUILDING SECTION u.4 uJ REFERENCE SHEET WHERE DRAWN t111A GE WALL SECTION ROOM NAME & NUMBER REFERENCE 1 TS _ WALL SECTION MS REFERENCE SHEET WHERE DRAWN DETAIL SECTION OR 17 as1 ENLARGEMENT DRAWN AS DETAIL 17 ON SHEET A9.1 2 DETAIL SECTION OR ,1 ENLARGEMENT DRAWN AS DETAIL 2 ON SHEET A9.1 /�_.. WALL ORPARTITION RE TYPE REFERENCE EQUIPMENT NUMBER - SEE SCHEDULE WINDOW TYPE REFERENCE AFS ELEVATION INDICATOR - NEW COLUMN UNE DESIGNATION - EXISTING COLUMN UNE DESIGNATION 2 KEYNOTE REFERENCE MATCHLINE MATCH LINE SEE SHT. A2.3 REFERENCE SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR SYMBOLS AND SCHEDULES WINE SSSS EARTH POROUS FILL, STONE, GRAVEL, CONCRETE CONCRETE MASONRY UNIT METAL (LARGE SCALE) METAL (SMALL SCALE) PLYWOOD ROUGH WOOD CONTINUOUS ROUGH WOOD NON -CONTINUOUS INSULATION -BLANKET BATTS INSULATION -RIGID GLASS (LARGE SCALE) ACOUSTICAL TILE GYPSUM WALL BOARD PLASTER, SAND, CEMENT, & GROUT RESILIENT FLOORING BRICK CODESTATEMENT BUILDING CODER 20121NTERNATIONAL RESIDENTIAL CODE (IRC) WITH CITY OF WHEATRIDGE AMENDMENTS 20121NTERNATIONAL RESIDENTIAL CODE (IRC)1MTH CITY OF WHEATRIDGE AMENDMENTS NI 21NMRRATIONAL ENERGY CONSERVATION CODE 9ECC)VATH WHEATRIDGE AMENDMENTS Gtt OF WHEATRIDGE. COLORADO BUILDING DEPARTMENT DESIGNCRITERIA ROOFGROUND SNOW LOAD: 30 PGF I WINO DESIGN. 10 MPH (3SECOND GUSTS) EXPOSURE'S' SEI S MI C DESIGN CATEGORY: BAVEATHERING: SEVEREIFROST LINE DEPTH :W TERIMITE. SLIGHTMODERATE I DECAY: NONESUGHT I WINTER DESIGN TEMP: 1'F AIR FREE2ING INDEIL S]2l MEAN ANNUAL TEMP: W.5 'F ICUMATE ZONE HEATING DEGREE WYS: B,ZOD OCCUPANCY GROUP INC TOWNHOUSEPERSECTION/012 TYPE OF CONSTRUCTION IRC TOWNHOUSE PATH 2 -HOUR UNI T SEPARATI.2. City of FIRE SEPARATION DISTANCE REFER TOSITEPLANFROMENGINEERING(CML �- ALLOWABLEHEIGM MAXIMUM HEIGHT• 37d PER ZONING TYPE NUMBER OF STORIES 25TORY WITH POST TENSIONED SLAB -UNITS RAMC SPRI.aR SYSTEM NONE FIRE ALARM LOCAL GMOILE DETECTORS PER(AMA:LLING UNIT REOUREMENT6- SEE ELECTRICAL PLANS (AS -1X8.01) UNIT AkEA TABULATION = UNIT B IL" Code Con, FINISHEDMAINLEVEL 676 W. FINISHED UPPER LEVEL 8AB 5F.(BOATOTALLESS55SF.STA ) UNFINSHEDMAINLEVEL 6525F. R<AR GARAGE OF425SF CO ARDOF227S TOTAL 1S25SF.HABITABLE . 652SF. D- 2.In SF. UNITAREATABULATION -UNTO FINISHED MAIN LEVEL T3`+SF. FlNSHED UPPER LEVEL 1,6196F. (1.116 TOTAL LESS n Sf. 6TAIR5)11IF "VII IINFINSHEO MAINtEVEL 5775F.a-CNRGARAGEOFA ISF.COLAiTYARDOF 10.5 J TOTAL 1.771 SF. HABITABLE. 5PSRI ED- ZI SF, Aee'SMUTY ��_3 0 BRE.IRENIEN NSI 12 SELECTED UNITS IN THIS 11aVaAOPNENT MLLBE NS F"fAgjW WE 3EC . 32 .1 SAS RE 12 MBN ON THIS PROJECT L�� Iry �" - PERIRCSECT.]20.1 cove or STATE OF COLORADO REDIARED 18 TOTAL,: OVE HE _ 21, ARTICLES LECTION 1005 OCC X111.1 w - 0, Ott til, GENERALNOTES I. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS - DO NOT SCALE 2. ALL WORK TO BE PERFORMED IN COMPLIANCE WITH ALL STATE AND LOCAL CODES. SECURE ALL PERMITS AND APPROVALS PRIOR TO CONSTRUCTION. 3. SUB -CONTRACTOR TO EXAMINE AND VERIFY DIMENSIONS AND CONDITIONS BOTH ON THE PIANS AND IN THE FIELD, AND BE RESPONSIBLE FOR ANY ADJUSTMENTS AND/OR CORRECTIONS. 4. CONTRACTOR TO PROVIDE : SOILS REPORT SITE PIANS MANUAL J. D, & S FOR MECHANICAL EXACT SPECIFICATIONS COLOR SELECTIONS LANDSCAPE PLANS FIELD SUPERVISION 5. FOUNDATION DESIGN AND SOILS PO RERT BY COLORADO REGISTERED ENGINEER SHALL BE ON FUND AT TIME OF INSPECTION.(CTL THOMPSON, PROJECT N0, DN49, 768-120-R1 BATED JANUARY 8, 2019. 6. ALL DIMENSIONS GIVEN TO FACE OF STUDS - 3-1/2' OR 5-1/2' WIDE U.N.O 7. ALL WINDOWS SHALL BE WEATHERSTRIPPED AND DOUBLE INSULATED LOW -E GRAZED, WITH TEMPERED GLASS AND SUDING DOORS AND AREAS SUBJECT TO HUMAN IMPACT PER 20012 IRC. 8. ALL EXTERIOR DOORS AND DOORS LEADING TO UNHEATED MEAS ABOVE GRADE TO BE WEATHETRSTRIPPED. 9. INSULATION - MIN R -TWENTY ONE (R-21) IN AL EXTERIOR WALLS MIN R -FORTY NINE (R-49) IN ALL ROOF MEM MIN R -THIRTY (R-30) IN ALL JOIST SPACES NEXT TO UNHEATED MEAS. -SEE NOTES ON SHEET N-1.0 FOR ADDITIONAL INFORMATION. 10, PROVIDE DIRECT VENTED COMBUSTION AR FOR POWERED -VENT FURNACE AND WATER HEATER AS PER MFR. SPECIFICATIONS. I1. DRAFT STOP ALL POCKET DOORS AND RUES. VENT All EXHAUST FANS AND 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. 14. STARS AND STEPS 7-3/4' MAXIMUM RISE, 4' MIN. RISE, AND 10-' MINIMUM TREAD. RISERS AT EXTERIOR DOORS SHALL BE MEASURED FROM TOP OF THRESHOLD. THRESHOLDS SHALL HAVE A MAX. HT. OF 1• THE LARGEST TREAD OR RISER WITHIN (TREAD OR RISER) BY MORE THAN ]'. PROVIDE 1' NOSING. ALL STAIRWAYS SHALL COMPLY WITH 2009 IRC SECTION R311.7. MAX RISER HT. - 7 J• - SEE R311.7.1 FOR ADD'L INFO. MIN. THREAD DEPTH = 10' - SEE R311.7.2 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 (• CEMENT BOARD TILE BACKER WITH FIXTURE PENETRATIONS SEALED. i6. PROVDE r TYPE 'X' DRYWALL UNDER STARS IF SPACE IS ENCLOSED. 17. PRIMED DOWN SPOUTS TO HAVE 5'-0' EXTENSIONS AT GRADE - TYPICAL. I ge liance WALL ELEVATION DRAWN _� Date AS DETAIL NO. CM SHEET AS NOTED t111A GE & ROOM NAME & NUMBER 1 TS UNIT NOS. 1, 4.5.7, 8.8, 10,11.14, 15,16 AND 17 DOOR NUMBER SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR SYMBOLS AND SCHEDULES WINE SSSS EARTH POROUS FILL, STONE, GRAVEL, CONCRETE CONCRETE MASONRY UNIT METAL (LARGE SCALE) METAL (SMALL SCALE) PLYWOOD ROUGH WOOD CONTINUOUS ROUGH WOOD NON -CONTINUOUS INSULATION -BLANKET BATTS INSULATION -RIGID GLASS (LARGE SCALE) ACOUSTICAL TILE GYPSUM WALL BOARD PLASTER, SAND, CEMENT, & GROUT RESILIENT FLOORING BRICK CODESTATEMENT BUILDING CODER 20121NTERNATIONAL RESIDENTIAL CODE (IRC) WITH CITY OF WHEATRIDGE AMENDMENTS 20121NTERNATIONAL RESIDENTIAL CODE (IRC)1MTH CITY OF WHEATRIDGE AMENDMENTS NI 21NMRRATIONAL ENERGY CONSERVATION CODE 9ECC)VATH WHEATRIDGE AMENDMENTS Gtt OF WHEATRIDGE. COLORADO BUILDING DEPARTMENT DESIGNCRITERIA ROOFGROUND SNOW LOAD: 30 PGF I WINO DESIGN. 10 MPH (3SECOND GUSTS) EXPOSURE'S' SEI S MI C DESIGN CATEGORY: BAVEATHERING: SEVEREIFROST LINE DEPTH :W TERIMITE. SLIGHTMODERATE I DECAY: NONESUGHT I WINTER DESIGN TEMP: 1'F AIR FREE2ING INDEIL S]2l MEAN ANNUAL TEMP: W.5 'F ICUMATE ZONE HEATING DEGREE WYS: B,ZOD OCCUPANCY GROUP INC TOWNHOUSEPERSECTION/012 TYPE OF CONSTRUCTION IRC TOWNHOUSE PATH 2 -HOUR UNI T SEPARATI.2. City of FIRE SEPARATION DISTANCE REFER TOSITEPLANFROMENGINEERING(CML �- ALLOWABLEHEIGM MAXIMUM HEIGHT• 37d PER ZONING TYPE NUMBER OF STORIES 25TORY WITH POST TENSIONED SLAB -UNITS RAMC SPRI.aR SYSTEM NONE FIRE ALARM LOCAL GMOILE DETECTORS PER(AMA:LLING UNIT REOUREMENT6- SEE ELECTRICAL PLANS (AS -1X8.01) UNIT AkEA TABULATION = UNIT B IL" Code Con, FINISHEDMAINLEVEL 676 W. FINISHED UPPER LEVEL 8AB 5F.(BOATOTALLESS55SF.STA ) UNFINSHEDMAINLEVEL 6525F. R<AR GARAGE OF425SF CO ARDOF227S TOTAL 1S25SF.HABITABLE . 652SF. D- 2.In SF. UNITAREATABULATION -UNTO FINISHED MAIN LEVEL T3`+SF. FlNSHED UPPER LEVEL 1,6196F. (1.116 TOTAL LESS n Sf. 6TAIR5)11IF "VII IINFINSHEO MAINtEVEL 5775F.a-CNRGARAGEOFA ISF.COLAiTYARDOF 10.5 J TOTAL 1.771 SF. HABITABLE. 5PSRI ED- ZI SF, Aee'SMUTY ��_3 0 BRE.IRENIEN NSI 12 SELECTED UNITS IN THIS 11aVaAOPNENT MLLBE NS F"fAgjW WE 3EC . 32 .1 SAS RE 12 MBN ON THIS PROJECT L�� Iry �" - PERIRCSECT.]20.1 cove or STATE OF COLORADO REDIARED 18 TOTAL,: OVE HE _ 21, ARTICLES LECTION 1005 OCC X111.1 w - 0, Ott til, GENERALNOTES I. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS - DO NOT SCALE 2. ALL WORK TO BE PERFORMED IN COMPLIANCE WITH ALL STATE AND LOCAL CODES. SECURE ALL PERMITS AND APPROVALS PRIOR TO CONSTRUCTION. 3. SUB -CONTRACTOR TO EXAMINE AND VERIFY DIMENSIONS AND CONDITIONS BOTH ON THE PIANS AND IN THE FIELD, AND BE RESPONSIBLE FOR ANY ADJUSTMENTS AND/OR CORRECTIONS. 4. CONTRACTOR TO PROVIDE : SOILS REPORT SITE PIANS MANUAL J. D, & S FOR MECHANICAL EXACT SPECIFICATIONS COLOR SELECTIONS LANDSCAPE PLANS FIELD SUPERVISION 5. FOUNDATION DESIGN AND SOILS PO RERT BY COLORADO REGISTERED ENGINEER SHALL BE ON FUND AT TIME OF INSPECTION.(CTL THOMPSON, PROJECT N0, DN49, 768-120-R1 BATED JANUARY 8, 2019. 6. ALL DIMENSIONS GIVEN TO FACE OF STUDS - 3-1/2' OR 5-1/2' WIDE U.N.O 7. ALL WINDOWS SHALL BE WEATHERSTRIPPED AND DOUBLE INSULATED LOW -E GRAZED, WITH TEMPERED GLASS AND SUDING DOORS AND AREAS SUBJECT TO HUMAN IMPACT PER 20012 IRC. 8. ALL EXTERIOR DOORS AND DOORS LEADING TO UNHEATED MEAS ABOVE GRADE TO BE WEATHETRSTRIPPED. 9. INSULATION - MIN R -TWENTY ONE (R-21) IN AL EXTERIOR WALLS MIN R -FORTY NINE (R-49) IN ALL ROOF MEM MIN R -THIRTY (R-30) IN ALL JOIST SPACES NEXT TO UNHEATED MEAS. -SEE NOTES ON SHEET N-1.0 FOR ADDITIONAL INFORMATION. 10, PROVIDE DIRECT VENTED COMBUSTION AR FOR POWERED -VENT FURNACE AND WATER HEATER AS PER MFR. SPECIFICATIONS. I1. DRAFT STOP ALL POCKET DOORS AND RUES. VENT All EXHAUST FANS AND 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. 14. STARS AND STEPS 7-3/4' MAXIMUM RISE, 4' MIN. RISE, AND 10-' MINIMUM TREAD. RISERS AT EXTERIOR DOORS SHALL BE MEASURED FROM TOP OF THRESHOLD. THRESHOLDS SHALL HAVE A MAX. HT. OF 1• THE LARGEST TREAD OR RISER WITHIN (TREAD OR RISER) BY MORE THAN ]'. PROVIDE 1' NOSING. ALL STAIRWAYS SHALL COMPLY WITH 2009 IRC SECTION R311.7. MAX RISER HT. - 7 J• - SEE R311.7.1 FOR ADD'L INFO. MIN. THREAD DEPTH = 10' - SEE R311.7.2 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 (• CEMENT BOARD TILE BACKER WITH FIXTURE PENETRATIONS SEALED. i6. PROVDE r TYPE 'X' DRYWALL UNDER STARS IF SPACE IS ENCLOSED. 17. PRIMED DOWN SPOUTS TO HAVE 5'-0' EXTENSIONS AT GRADE - TYPICAL. I ge liance 01 _� Date !JOSE: T C SITE PLAN A0. FOR VISITABLE UNIT LOCATIONS. MIO & 1 TS UNIT NOS. 1, 4.5.7, 8.8, 10,11.14, 15,16 AND 17 18. All EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPERABLE AREA OF 5.7 SQ. FT. WITH A MINIMUM HEIGHT OF 24' AND MINIMUM WIDTH OF 20' FINISHED SILL HEIGHT SHALL NOT BE MORE THAN M'. 19. FIREHLOCKING - RE: SECTION 6.5 ON SHEET M.1 20. CLOTHES DRYER VENT DUCT SHALL HAVE A MAXIMUM DEVELOPED LENGTH NOT TO EXCEED 25'-0• FROM DRER TO THE OUTLET TERMINAL THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2 j FT. FOR EACH 45 DEC. BEND AND 5 FT. FOR EACH 90 DEG. BEND. THE EXHAUST DUCT SHALL BE A MINIMUM OF 4' DW THE DUCT SHALL TERMINATE OUTSIDE OF THE BUILDING AND SHALL HAVE A BACKDRAFT DAMPER THE DUCT SHALL TERMINATE 3 FT. FROM OPENINGS INTO THE BUILDING. 21. SHOWERS TUB -SHOWER COMBINATION SHALL HAVE A PRESSURE BALANCE CONTROL VALVE OR THERMOSTATIC MIXTURE VALVE HANDLE POSITION STOPS ARE REQUIRED AND SHALL BE ADJUSTED PER MANUF. SPECIFICATIONS. - MAX MIXED WATER SETTING TO BE 120 DEG. 22. FOUNDATION WALLS SHALL EXTEND ABOVE FINISH GRADE WITH THE FOLLOWING DIMENSIONS & APPLICATIONS A) BRICK/EARTH SEPARATION = 4- B) STONE/EARTH SEPARATION = 4- C) STUCCO/EARTH SEPARATION = 6• D) SIDING/FRAME (WOOD)/EARTH SEPARATION = 6- 23. ALL FIREPLACES, WOOD BURNING STOVES, AND GAS LOGS MUST BE LISTED BY M APPROVED TESTING AGENCY (I.E. UL OR ANSA. INSTALLATION MUST CONFORM TO THE MANUFACTURERS RECOMMENDATIONS. WOOD BURNING FIREPLACES ME NOi PERMITTED UNLESS FRIED /CJS LOSS, OR AN E.PA PHASE II INSERT 24. FIREPLACES ME NOT PERMITTED IN BEDROOMS UNLESS EOUIPPED WITH M APPROVED METHOD OF OBTAINING COMBUSTION AIR FROM OUTSIDE 25. STEP FLASHING IS REQUIRED AT ALL LOCATIONS WHERE A SLOPED ROOF MEETS A VERTICAL WALL OR PROJECTION 26. PROVIDE DRAINAGE A MINIMUM OF 5'-0' AWAY FROM All FOUNDATION WALLS AT ALL HOSE 818 LOCATIONS 27. STE RETNNING 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 NR SUSTOWS SHNl BE EQUIPPED WITH A MEANS OF CLOSURE AND SHALL BE AUTOMKOCALY CONTROLLED TO START AND OPERATE SIMULTANEOUSLY WTH THE EXHAUST SYSTEM. r�BE•7N8NIS THOLEE p MP ySeOA�* 8.15.2079' DESCRIPTION DA7E TMD SET FRIO,A1 PERMIT SET MAuzm 1 PERMIT COMMENT I-KNIM C B B B B C COVEAR SHEET RIVERSIDE - O O 1MAIN LEVEL FLOOR PLAN - C -B -B -B -B -C SCALE: 1/8" = l'-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 61 -TTY, R: RIMS 1W SIZES fli BUILDING UNIT N0./TYPE MAIN FF GARAGE /UNIT TRANSITION NO. OF RISERS DETAIL GARAGE SLAB@BACK OF DOOR GARAGE SLAB@BLDG EDGE SOUTH 1/C Nt3.1J t1.N 1t 59') 3 I/m H; 11.12 TIM SOUTH 2/13 5113.13 119 (1]3) z J/4.19 � IMI via 0=11 via IM11BIg 0=11 IF via MI ell 2 3/4.19 m IAm rem ... I W .13.13 12.K (67) 2 3/.46.19 12.01 12 SOUTH _ _ 5113.13 12.5 (63) 1 1/4.19 1108 12.04 SOUTH 6/C 511313 1256 (Sn 1 1/4.19 IT14 12.1 NIBBLE 7/C 511313 1151 (159] 3 1/m..19 11.12 1 - mw 8/8 5113.13 11.. (1.23) 2 3/m.19 11.44 11.1 MIDDLE 9/B 5113.13 12.12 (.71) 2 � 12 11.96 MIDDLE 10/8 5113.13 12.16 (62) 2 3/4.19 0 �////i'/////%/'// Now I � $113.13 12M (.63) ����������% %%/,•DOOM 4/.46.19 1201T 12.04 MIDDLE 12/C 511313 ► IT �4����?Ir , ,F,I I��, . LRRRC��a� W`aQm=� I� 12,14 12.1 NORTH 13/C 51121 12M (157 1 1/4.19 12.14 121 NORTH I IV N12.1 12M (.10-) 1 4/4.19 'IN 119 NORTH 15/8 5112.7 1 2.18 (52) 1 1/4.19 11.71 11,7 NORTH 16/8 N12.7 11.75 (95) 2 3/.46.19 11.51 115 NORTH 17/8 54127 1- (1J5) a 3/4.19 11.51 11.3 NORTH I6/C 5112.7 It's (131) 1 1/4.19 lin. 11.11 II.I II LIR62 �LE , VISITABLE VISITABLE VISITABLE AGI - - L r �IB�,�II _ I II LI II_ @ _ i III m m ®J 1 oo oo mVJF _� 7171UNIT BL 132-W 1MAIN LEVEL FLOOR PLAN - C -B -B -B -B -C SCALE: 1/8" = l'-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 CONCRETE AND 7AASON'RY WKRQ I,Nx OR ERNE. uFRxAI Sarc = )' RR raW (2R) uwlw soPE = 1:x )SEI PER INB .4117.1 c9amFYrz .ml cRmrRc R4 r/1'R +'A oar oc. :J -SOR i' RR FWl (HR) -PNRIDC 111 o 24' D.C. D EDGE OF SUB ORaP 10P S fWNOAigNI rILL N tNENK4 DDDR RR S1RC1./CML D DIN YSCR VENEER, R: EIEWRON ovn9NN U1ENNrz -611z' NNxN-wN SUN Al [NN cumr D MM NRRNIE - KNNE RBCK ND RIK DRSRKD) FRAMING, DSIFFL BFMI(uNPRNE x:fNEYG PVN- (SIROCIWN) t�1r-mw-ROW./sm SIF-a05E11EN.NDE EREY) d SELF-UICNRIG d TxRSXERD 11 SI[FE SIN S FRENI6 RNI(SYLMINDE) utE S iNNYG AWK 1,D3 IRE S fNYNL SIaN 14 NE S wnr/S.W ABDYE SNRS YAOWY PoS=) 1) IS YYWY 1RCN7 OEPN -10' r/ YY � xOSNG; YNYLY KID CL[AAAXa - m' 16 34110E- (UNYR CWNIER) 17 FRYEO ORNINL 16 r RCN -URE WPPORI. c[ING uc.GR4E 19 I6' N IED FIXED RAIFONY N/ 12• HWMF WAN MINING HVOEIED OPEINRG FOR STEM ACCESS n' . 30' ARC Kass 22Da 2-W KY -I (r10) H V.A.C. AND FIREPLACES 23 EEUE=F R YWERN IRs PER YNR. SPELS, 1(25)1 TERI NR NII - YW W.- WEa KN I ie IN LomXNFR c u. w x- . x- PSE R. CML BANS -IT iW AX LUTE PEXlNIX116-KPoFY IDU.IOX IN FIELD D (RESERVED) PLW4S-NC..BATHHARDWARE ANCAPPLIANCES YArzR MFWNI -YIN EFFICENLf' WMR DREa KN RDESIIL UWTOAY YAW Cl�l Y/ M' . ]0' 51 VP IY Mil WNOR. WTNI IEWH N - 3C . W lis 91aNVR N/ HIE TO n' AfiOVE RYMED FLOOR SHYER BAS r/ K SIM MASS DOORS 37 IMLENR 1g9t RxG RLFSSEO u[NGS WING 1AWTOFT 11Y COUNTER ON (ONMW REYWIBLE TRONT PANEL) 41 INE" PAPER HINDER 42 ODUERE 5M mx dSPOSN 43 ONYNSER RFFR4NTW 9'MS NIX TLE LLYER lNE D- D -5 GVFN/RNR LAIN XDOD ABOrF D- 127 47 ERMR SKE N11H RECESSW KILL AOR ND r OWEiER Dua TO NITSM D OPWNN UYRY 9YL 19 FN14-PRWf XOS BBB YRH BNRc ROUT PRREXIFR 9 BOOR MN 51 DRP SRNG 4 SHARD - - "INNN LEVEL) �D� (RESR.ED) w 2ION SHELVES PLAN NOTES - INTERIOR TRIM AND CAI;I- S ONE W SHELF IND ONE ROD N 9' Nr., REW R.VR INTO YS SHELVES AND TN) RODS Al 42' MD III' AR., K: LRs RI ME(5) EEXAl SPACED - SHRKS R: TN.NI IM SUE. R: 5161 R 57 OPROH4 1Yp(x)1Rlf SNE- - NISHER/ONER -R: UNO R4 56 1lNROR1IL Ai N' uwwuu lD 78' YNYIW Emit UHE a slut ROSIMO, 4: UYI PVN RIVERSIDE UNIT AND GARAGE SLAB ELEVATIONS 61 -TTY, R: RIMS 1W SIZES fli BUILDING UNIT N0./TYPE MAIN FF GARAGE /UNIT TRANSITION NO. OF RISERS DETAIL GARAGE SLAB@BACK OF DOOR GARAGE SLAB@BLDG EDGE SOUTH 1/C Nt3.1J t1.N 1t 59') 3 I/m H; 11.12 TIM SOUTH 2/13 5113.13 119 (1]3) z J/4.19 II.m 11.44 SOUTH 3/B 5113.1) 12.41 4711 1 2 3/4.19 12 11.96 SOUTH 1/0 .13.13 12.K (67) 2 3/.46.19 12.01 12 SOUTH 5/B 5113.13 12.5 (63) 1 1/4.19 1108 12.04 SOUTH 6/C 511313 1256 (Sn 1 1/4.19 IT14 12.1 NIBBLE 7/C 511313 1151 (159] 3 1/m..19 11.12 1 - mw 8/8 5113.13 11.. (1.23) 2 3/m.19 11.44 11.1 MIDDLE 9/B 5113.13 12.12 (.71) 2 3/.46.19 12 11.96 MIDDLE 10/8 5113.13 12.16 (62) 2 3/4.19 12N Iz Now 11/8 $113.13 12M (.63) 1 4/.46.19 1201T 12.04 MIDDLE 12/C 511313 1256 (Sr) 1 1/4.19 12,14 12.1 NORTH 13/C 51121 12M (157 1 1/4.19 12.14 121 NORTH 14/8 N12.1 12M (.10-) 1 4/4.19 'IN 119 NORTH 15/8 5112.7 1 2.18 (52) 1 1/4.19 11.71 11,7 NORTH 16/8 N12.7 11.75 (95) 2 3/.46.19 11.51 115 NORTH 17/8 54127 1- (1J5) a 3/4.19 11.51 11.3 NORTH I6/C 5112.7 It's (131) 1 1/4.19 lin. 11.11 II.I PLAN NOTES CONCRETE AND 7AASON'RY WKRQ I,Nx OR ERNE. uFRxAI Sarc = )' RR raW (2R) uwlw soPE = 1:x )SEI PER INB .4117.1 c9amFYrz .ml cRmrRc R4 r/1'R +'A oar oc. :J -SOR i' RR FWl (HR) -PNRIDC 111 o 24' D.C. D EDGE OF SUB ORaP 10P S fWNOAigNI rILL N tNENK4 DDDR RR S1RC1./CML D DIN YSCR VENEER, R: EIEWRON ovn9NN U1ENNrz -611z' NNxN-wN SUN Al [NN cumr D MM NRRNIE - KNNE RBCK ND RIK DRSRKD) FRAMING, DSIFFL BFMI(uNPRNE x:fNEYG PVN- (SIROCIWN) t�1r-mw-ROW./sm SIF-a05E11EN.NDE EREY) d SELF-UICNRIG d TxRSXERD 11 SI[FE SIN S FRENI6 RNI(SYLMINDE) utE S iNNYG AWK 1,D3 IRE S fNYNL SIaN 14 NE S wnr/S.W ABDYE SNRS YAOWY PoS=) 1) IS YYWY 1RCN7 OEPN -10' r/ YY � xOSNG; YNYLY KID CL[AAAXa - m' 16 34110E- (UNYR CWNIER) 17 FRYEO ORNINL 16 r RCN -URE WPPORI. c[ING uc.GR4E 19 I6' N IED FIXED RAIFONY N/ 12• HWMF WAN MINING HVOEIED OPEINRG FOR STEM ACCESS n' . 30' ARC Kass 22Da 2-W KY -I (r10) H V.A.C. AND FIREPLACES 23 EEUE=F R YWERN IRs PER YNR. SPELS, 1(25)1 TERI NR NII - YW W.- WEa KN I ie IN LomXNFR c u. w x- . x- PSE R. CML BANS -IT iW AX LUTE PEXlNIX116-KPoFY IDU.IOX IN FIELD D (RESERVED) PLW4S-NC..BATHHARDWARE ANCAPPLIANCES YArzR MFWNI -YIN EFFICENLf' WMR DREa KN RDESIIL UWTOAY YAW Cl�l Y/ M' . ]0' 51 VP IY Mil WNOR. WTNI IEWH N - 3C . W lis 91aNVR N/ HIE TO n' AfiOVE RYMED FLOOR SHYER BAS r/ K SIM MASS DOORS 37 IMLENR 1g9t RxG RLFSSEO u[NGS WING 1AWTOFT 11Y COUNTER ON (ONMW REYWIBLE TRONT PANEL) 41 INE" PAPER HINDER 42 ODUERE 5M mx dSPOSN 43 ONYNSER RFFR4NTW 9'MS NIX TLE LLYER lNE D- D -5 GVFN/RNR LAIN XDOD ABOrF D- 127 47 ERMR SKE N11H RECESSW KILL AOR ND r OWEiER Dua TO NITSM D OPWNN UYRY 9YL 19 FN14-PRWf XOS BBB YRH BNRc ROUT PRREXIFR 9 BOOR MN 51 DRP SRNG 4 SHARD - - "INNN LEVEL) �D� (RESR.ED) w 2ION SHELVES PLAN NOTES - INTERIOR TRIM AND CAI;I- S ONE W SHELF IND ONE ROD N 9' Nr., REW R.VR INTO YS SHELVES AND TN) RODS Al 42' MD III' AR., K: LRs RI ME(5) EEXAl SPACED - SHRKS R: TN.NI IM SUE. R: 5161 R 57 OPROH4 1Yp(x)1Rlf SNE- - NISHER/ONER -R: UNO R4 56 1lNROR1IL Ai N' uwwuu lD 78' YNYIW Emit UHE a slut ROSIMO, 4: UYI PVN 60 MNF rNl H1H CW d NOOO R4 a J6' YNYW ABDYL Sink NOS9RG RNl9E0 fIWR NN RNL rNL OPOER6 Y.Y SIEIS ISM svEao MTH1T A r NA1ElW sRER cvEMl PASS nYNN9H 61 -TTY, R: RIMS 1W SIZES fli 61 PANNE' W s 63 LPPER LABNflS 64 LWR CNEINETS 65 OPTARUE UPPER CNRE15 ® MINK LOKI NBRE15 6] BENCH NIH HINGED TOP FOR SIOWC[ NNN W NgNES ImK ® rNWr svJ 1A' 1RS1 69 PIAIIrNl ENI- K: 3/4.12 70 NTC-OPISNLL RE: 6/412 MISCELLANEOL4S ITEMS 71 ExIFROR RHONE, RE: R4/ELEVATIONS 1'.4' amR Pp515 WARD ON PVR 72 10- MN. DEPN CONCIRIE STEPS) AS DARNS PER 1- 7 1' M71' - RSR NEW IDNINE EOR SRILING SSC BD FOR SMNG LASS DOaRS 7J (NM OVEWIpAD ODOR NN rz1PFAEO N.ASS PANTS) 71 BUM LOFT OPTION: SYUE ODOR 10 SORWY ! 40 ENMLE aW N IKSLER SD - 75 C UYl -E I OPISN: RMK DDDR ID 1= ! 5190 rcLDc Won, uHEn uY aosD N/ reEx RNL GENERAL NOTES NTUNOR E.MD STEEL ITEMS TO BE lm UNNNED NO NOT WED NL GARNK DDDR - ARE FIBER aY[N NVP WWNG d NSNL FASCY IHSH NO NSIN2 NNDRN d SHI INST.VL FIBER aYFM EXfbHON INN U.- Ill DDDR 11MSMD5 PNM KtlYYLLL RNMR FLWR9 NO WINE mANs NOTE: REFER TO UNIT PLANS FOR OPTIONAL ADD FOR GLASS SECTIONAL OVERHEAD DOORS IN LIEU OF GREAT ROOM SLIDING GLASS DOORS. NOTES: PLS. REFER TO UNIT PLANS FOR FLAG NOTES OF INTERIOR City VVneat R RIVERSIDE egyjn9 i t � THOMPSON *' B't✓1� Ftis fD 8.152019« DESCRIPTION I DATE BID SET IEflgAx PERMIT SET NRRBS BLDG. PLAN A1.o E 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 AND MASONRY YHUUY SIWC • )" PFR f00N (]i) YYOWY SOP[ - I:N (Si) PEN A4, AI17.1 [DOROIYR YOx CwG i NMl Y/li 4, *24'0t. CaIaEII PORaI/mw -HE*HI rm PHµ a muEs -SWR =r PER F= (III) -MWOE 14. 0 WOE. D; EDGE or SHAH D' DROP TDP a rO IIM — AT aERNUH DDDR PFR SROFT./CNL IMI IWI VENUER. RE: fLEATIM DWIgN4 YT 11 4'02" RUMEN -SAY. a.W AT W. CwoPY DPD014Y YIUMkIE - MYM WEH M PEM 8) (R[SIIMO) FRAMINC, StER BUY (WNOYFDJM: iRNRXG PUN- (SIMKNIYL) 10 I r TK SAID COM DOOR Y/ SHY, SFU-aDSFH(aGVLWE MRI) k SELF-wCHNC k RW— it Mm BEI" M: FRA4NC PIIN(SiMH.INAL) 12 UK— D5 K a iRlYRIG HHD,[ 13 BHE a FNARNG — 14 UHE a W./K. YUVE SINKS: YAYYW HOSE=7 r. S YINBNY IMM IXM -10' N/ YN. r NOSNG: YwYUY HEM ELNIWE = W 16 3441OY YNL (Ma MIIIR) 17 —ED oM— IB r PHOLTY STRUCIERE SOWK CLC[nNG MRM'F 19 18' RVSW FR.ILFD PUIWMI R/ l2' WADE BwRO OEWHG J HEAOEMo OMYH6 Fal 910 ACCESS 21 21' . ]0' AM ACC[4 2-141. E(IF.W' — (YID) HNA.C. AND FIREPLACES 2J OMIaYL RECIRM KPLACE UMM N ES YDRL UW H1 W WILL RR YIR SPECS 24 HRD RMI Wilawrt AS EHSE m ouR �� FgRD AA m- HRH RIVE EW, MCI MI' :JWIHPFIYM1 9EFl 27 EVERE: DVE( PUN 9Rl" NR COwRwE1E GU. oN 3r . M" PAD F[: CNL flAL15 SOMA FDR VC LIE Pa ZIHMS-VERM I— N EIELD D (MSERVED) PLV,MBINC„BATHHARDWARE ANDAPPLIANCE.S 31 wiFR HAER -MGH FifM7LNCY PDAER I'Ka NXI PEOMIY UVAIORY 33 IIAU aOSEi Y/ 24' . W' aaR — 42' HIGH YMON, IN LENGIH a — JO' . EO' 11111 9pHR Y/ ILE ID 72' MOVE TN5HE3 RWR 34' . W SXDVER RASE /t, G. SuMC —1 CVORS S7 IOML BW TWL RNC REC[SSED YWKN[ CHHNR J UwTOM/4WM C R YRH (DPIM MINABLE FROM PML) 41 IOILI MP[R xaaA 42 caw Sw 0. OL�OS41 43 O6IYMSHER J REIMGEMIM SPAR ION ILE Y R UK W./IUNa YRH HOED =VE r,1 MGlxcWHDPAN �SYD ft" HI --M8 47 DRIER SIWE INH KIISYH VEID BOA YD i aYEIER DUCE H) W M 9 DMRYYL MNY WN 49 ERDA-PROOF NOSE BIBB YAM MM am PRLVEMER ROOK OWRI 51 gHIP C[REG AS REWRED - POYOFR R0M(YHE LEVEL) 52 (M3A4ED) 2 YDF SELVES NOTES: PLS. REFER TO UNIT PLANS FOR FLAG NOTES OF INTERIOR PLAN NOTES - INTERIOR TRIM AND CABINETS 0.4E W SHELF AHD ONE ROD AT W WF RE.HHT PLW TYD or SHELVES AVO M RODS AT 42' AHD M- Mf- RD IHI f Vll FK(5) EaYELY SPICED Ya SHELVES. RE: PLAN Fal SOE. R: WI PUN 57 OPIOIL41 T*%2,Wa SHELVES IWVF SMR/MVUI -IE: WH PUN 50) Tx0(1) uDF SHIRES ABOVE IRiH ® -N A/ W YHYUY 1D 3A" —M WVE WE Of SIM HOSING, RE: Wl PAN LEE T *' 60 w NNl RDH CN' k Y0W PIA AT 36' YYYUY ABOR SIAM xOSNG DR F." ED RM " ML YN1 WHMS 2'W wW9IEM WM SUCH TMT A 4' DLI"DER SMEIX I>VWYT PAS TIIMMAI SMPSON &1880 61 YYOTY, M: PUNS FDR SHIES fli 62 PMTM LIHIKR AR��``��cA ® UMER CAMHRS 8.1520193" Al DESCRIPTION DATE BID SEE Rfl H,BB9 PERMIT SEE NVR om ello,oCity of VJheat Ridge MOM .Bulldlna Divisor' r ail 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 AND MASONRY YHUUY SIWC • )" PFR f00N (]i) YYOWY SOP[ - I:N (Si) PEN A4, AI17.1 [DOROIYR YOx CwG i NMl Y/li 4, *24'0t. CaIaEII PORaI/mw -HE*HI rm PHµ a muEs -SWR =r PER F= (III) -MWOE 14. 0 WOE. D; EDGE or SHAH D' DROP TDP a rO IIM — AT aERNUH DDDR PFR SROFT./CNL IMI IWI VENUER. RE: fLEATIM DWIgN4 YT 11 4'02" RUMEN -SAY. a.W AT W. CwoPY DPD014Y YIUMkIE - MYM WEH M PEM 8) (R[SIIMO) FRAMINC, StER BUY (WNOYFDJM: iRNRXG PUN- (SIMKNIYL) 10 I r TK SAID COM DOOR Y/ SHY, SFU-aDSFH(aGVLWE MRI) k SELF-wCHNC k RW— it Mm BEI" M: FRA4NC PIIN(SiMH.INAL) 12 UK— D5 K a iRlYRIG HHD,[ 13 BHE a FNARNG — 14 UHE a W./K. YUVE SINKS: YAYYW HOSE=7 r. S YINBNY IMM IXM -10' N/ YN. r NOSNG: YwYUY HEM ELNIWE = W 16 3441OY YNL (Ma MIIIR) 17 —ED oM— IB r PHOLTY STRUCIERE SOWK CLC[nNG MRM'F 19 18' RVSW FR.ILFD PUIWMI R/ l2' WADE BwRO OEWHG J HEAOEMo OMYH6 Fal 910 ACCESS 21 21' . ]0' AM ACC[4 2-141. E(IF.W' — (YID) HNA.C. AND FIREPLACES 2J OMIaYL RECIRM KPLACE UMM N ES YDRL UW H1 W WILL RR YIR SPECS 24 HRD RMI Wilawrt AS EHSE m ouR �� FgRD AA m- HRH RIVE EW, MCI MI' :JWIHPFIYM1 9EFl 27 EVERE: DVE( PUN 9Rl" NR COwRwE1E GU. oN 3r . M" PAD F[: CNL flAL15 SOMA FDR VC LIE Pa ZIHMS-VERM I— N EIELD D (MSERVED) PLV,MBINC„BATHHARDWARE ANDAPPLIANCE.S 31 wiFR HAER -MGH FifM7LNCY PDAER I'Ka NXI PEOMIY UVAIORY 33 IIAU aOSEi Y/ 24' . W' aaR — 42' HIGH YMON, IN LENGIH a — JO' . EO' 11111 9pHR Y/ ILE ID 72' MOVE TN5HE3 RWR 34' . W SXDVER RASE /t, G. SuMC —1 CVORS S7 IOML BW TWL RNC REC[SSED YWKN[ CHHNR J UwTOM/4WM C R YRH (DPIM MINABLE FROM PML) 41 IOILI MP[R xaaA 42 caw Sw 0. OL�OS41 43 O6IYMSHER J REIMGEMIM SPAR ION ILE Y R UK W./IUNa YRH HOED =VE r,1 MGlxcWHDPAN �SYD ft" HI --M8 47 DRIER SIWE INH KIISYH VEID BOA YD i aYEIER DUCE H) W M 9 DMRYYL MNY WN 49 ERDA-PROOF NOSE BIBB YAM MM am PRLVEMER ROOK OWRI 51 gHIP C[REG AS REWRED - POYOFR R0M(YHE LEVEL) 52 (M3A4ED) 2 YDF SELVES NOTES: PLS. REFER TO UNIT PLANS FOR FLAG NOTES OF INTERIOR PLAN NOTES - INTERIOR TRIM AND CABINETS 0.4E W SHELF AHD ONE ROD AT W WF RE.HHT PLW TYD or SHELVES AVO M RODS AT 42' AHD M- Mf- RD IHI f Vll FK(5) EaYELY SPICED Ya SHELVES. RE: PLAN Fal SOE. R: WI PUN 57 OPIOIL41 T*%2,Wa SHELVES IWVF SMR/MVUI -IE: WH PUN 50) Tx0(1) uDF SHIRES ABOVE IRiH ® -N A/ W YHYUY 1D 3A" —M WVE WE Of SIM HOSING, RE: Wl PAN LEE T *' 60 w NNl RDH CN' k Y0W PIA AT 36' YYYUY ABOR SIAM xOSNG DR F." ED RM " ML YN1 WHMS 2'W wW9IEM WM SUCH TMT A 4' DLI"DER SMEIX I>VWYT PAS TIIMMAI SMPSON &1880 61 YYOTY, M: PUNS FDR SHIES fli 62 PMTM LIHIKR AR��``��cA ® UMER CAMHRS 8.1520193" 64 LOMB —s 65 OM— IFIER —WIS 66 OPIXlH1L LEWIk E -HEIS 67 KXH YAM HIM 1. EW SIOILYE NIIHN :UL CUBHES )VIEW 68 YPFDA SUt 18' HYN 69 PAMYN4L EXIFHSOX RL 11.12 70 rMlE-OPIgXAI M: 6/AE11 M;5CELLANEOL6 ITEMS ,l IWERIDR IE.K K, WWEUFVV— LY 7 r wY. RYA HEW WIVE 7J MIx 1. WOR YRnB1D IM aCV6T PAXRS M i(wm 74 B LNR Lon W1MM MYD.E WOR l0 — J AVD [IH—( aosR YISi N ER MOROOYL C UHR Lal WIEM: 11- WOR 10 11-3 75 OND IXLRE WOR, LNEN IND a05C1 Y/ OMN RLL GENERAL NOTES I. INRAIOR RMSED BREL BFIAIS TO BE LER WNNEW YIO NDI PNilEO 1. YL GWGE M .MVM M RBER CEYERI ). wu BUNLRC k IMIYI rASCM TIMI wD IM1SINI MMOOY k SYHG SECpN 4. WILL FIBER UVEHI EMPISI N TRH UYIER ML DOOR IMS9gIM 5. PNM wCHD- RG011 FL OOM IND GMIR SINM fxaHt a W O W Q a QE -V-- _I LL Q 0 ~ 0 !Q^ U V J w W 0 0 cr W Q W LL W 0 �C l/ V W �u v l W - B B B B C BLDG. PLAN RNERSIDE A 1 . 1 LEE T *' SMPSON &1880 ��ysFU AR��``��cA 8.1520193" Al DESCRIPTION DATE BID SEE Rfl H,BB9 PERMIT SEE NVR om ello,oCity of VJheat Ridge .Bulldlna Divisor' r - B B B B C BLDG. PLAN RNERSIDE A 1 . 1 <7-` 10 14 �9�) -- 16 10 14 41 i\ -J 166 <t4>1�12�J 10 11 (PLAN PROFILE I 16'-41'f I I 1 C -B -B -B -B -C NORTH SIDE ELEVATION UNITS 7 8 9 10 11 AND 12 SCALE: 1/8"=1-O' SOUTH SIDE ELEVATION (UNITS 1,2,3,4,5,6,13,14,15,16,11 AND 18) 2 C -B -B -B -B -C NORTH SIDE ELEVATION UNITS 1 2 3 4 5 6 13 14 15 16 17 AND 18 SCALE: va-= l' -O" SOUTH SIDE ELEVATION (UNITS 7, 8, 9, 10, 11 AND 12) PLAN PROFILE e 3 1 C -B -B -B -B -C WESTSIDE ELEVATION (UNITS 1 AND 13) J SCALE: 1Y8•=1-0 EAST SIDE ELEVATION (UNIT 12) PLAN PROFILE •' 4 C -B -B -B -B -C EAST SIDE ELEVATION (UNITS 5 6 AND 18 SCALE: 1Y8 -=1'-o WEST SIDE ELEVDETAIL REFERENCES ATION (UNIT 7) REFER TO 3/A3.0 FOR ELEVATION KEYNOTES (JO YR.)RUSTICATED COMPOSITION SHINGLES PRIMED GUf1ER OVER 8'x J'FASCP BOARD GALVANIZED METAL FLASHING AT ROOF, WALL AND MATERIAL INTERSECTIONS HORIZONTAL LAP SIDING WITH 4' DIIPOSED BOARD DECORATIVE METAL BRACKETS HORIZONTAL IAP SIDING WITH 8' EXPOSED BOARD PORTLAND CEMENT HARD COAT SIM PANEL SIDING WARM METAL CHANNEL REVEAL VERTICAL WOOD SIDING THIN BRICK VENEER 8' THIN BRICK SOLDIER COURSE THIN BRICK ANGLED ROWLOCK HARDBOARD TRIM STUCCO TRIM OVER FOAM GABLE END VENT (DECORATIVE) +'/FF. SLOPE MINIMUM ERHEAD GARAGE DOOR (16' x 7). TEMPERED GLASS SLIDING DOOR BOARD AND BATTEN SIDING METAL FLASHING HORIZONTAL. DECORATIVE BLIND LOWER THERMA-TRU PULSE 8' ECHO !*3 BLACKENED OUT WINDOWS - RE A6.18 DHORIZONTAL CEDAR SLAT FENCE (NOT SHOWN FOR ELEVATION CLARITY) 0 METAL ROD AND FRAME GATE -OPTIONAL (NOT SHOWN FOR ELEVATION CLARITY) BELOW IS FOR DEDUCTIVE ALTERNATE DESIGN TEMPERED GLAZING IN ALL PANELS (UNIT 8=9080 / UNIT C=9080) OPTION - ADD ALTERNATE 6'X12' ROUGH -SAWN BEAM AT ENTRY CANOPY OPTION ADD ALTERNATE BRICK AND PIERS ENTRY FEATURE - OPTION ADD ALTERNATE GnY tit \jjr� heal R`d9e RIVERSIDE m— C 0 Q Q O ~— O � U W LLJ Cf� O W cc 0 1 1 1 a Lu Q Q— LL W O O r IL I J 0 W Ll— LEE + THOMPSON 8-0880 ; �ySFU ARcx\ a.1s.2o1s•� DESCRIPTION DATE BLDG. ELEV (ALTERNATE) A3.1 11 2 1 1 i L] i u j`LJ i LJ j`{J i LJ I I IF 1 BUILDING SECTION: BUILDING C -B -B -B -B -C Lu SCALE: 1/4" = 1'-0" ILDING SECTION: BUILDING C -B -B -B -B -C .E: 1/4" = 1' 0" G 1 LL ---' • ' r A5.00 A5.00 w O f d 1 w - z, V � i L] i u j`LJ i LJ j`{J i LJ I I IF 1 BUILDING SECTION: BUILDING C -B -B -B -B -C Lu SCALE: 1/4" = 1'-0" ILDING SECTION: BUILDING C -B -B -B -B -C .E: 1/4" = 1' 0" G 1 LL ---' ■ w O V � oC U w w v l w • ®t1 ' i� I' • �I i1 �I li �IIN ®qf 0 J i �I1 ■■ �I JI. I. ii it 1 1 Ii' ® -'I ♦ i i � 1 li �� 11 1 ®Ill:?I:?I ®�I ®� ®n11I ®�I �• �■s •:::�..i€'�I�II II;III€ E: 111 �I� �. 'III€' �' h� �I ■ I :I:; I I� I I: ENTRY 1 i��I�S�IL7•� �I� Iq/_I�'�' slem i L] i u j`LJ i LJ j`{J i LJ I I IF 1 BUILDING SECTION: BUILDING C -B -B -B -B -C Lu SCALE: 1/4" = 1'-0" ILDING SECTION: BUILDING C -B -B -B -B -C .E: 1/4" = 1' 0" G LEE r t THOMPSON *' 8.1860 ci�y`rfD ARG�`��C+ 8.1520191 DESCRIPTION DATE BID SET f 142II9 PERMIT SET lmkzkmgl B B B B C BUILDING SECTION A4 0 RIVERSIDE . 1 LL ---' ■ w O V � oC U w w v l w LEE r t THOMPSON *' 8.1860 ci�y`rfD ARG�`��C+ 8.1520191 DESCRIPTION DATE BID SET f 142II9 PERMIT SET lmkzkmgl B B B B C BUILDING SECTION A4 0 RIVERSIDE . PROPOSED FUTURE CONNECTION TO ADJACENT CLEAR CREEK TERRACE PROPERTY BOUNDARY TOWNHOME DEVELOPENT. 2 - WOODEN POSTS AND CHAIN W/ R11-2 EX. 10' UTILITY AND DRAINAGE EAYMENT ROAD CLOSED SIGN INCLUDING KNOX PADLOCK AND REGULAR PADLOCK. 6' WOODEN PERIMETER FENCE REC. NO.:FI 93798 AFPD TO REMOVE AS REQUIRED FOR EMERGENCY VEHICLE ACCESS TO 8.47* ME HAMMERHEAD TURNAROUND _ _ - 5408- 5409 6i I 1. ALL SPOT ELEVATIONS AT CURB ARE AT FLOWUNE, UNLESS OTHERWISE 12.00 TW w N u a€€ S ZZ POROUS LANDSCAPE DETENTION POND (PLD) P! Q OUTLET STRUCTURE VOLUME0.269 AC -FT BOT. ELEV. - 5407.50 tt I SEE SHEET 22 10O -YR 116E = 5409.69 1' CURB CUT \ I 1' CURB CUT (SEE SHEETS 22-23) 11.0 10.6 W � I - 11. PRIVATE DRIVE B a W > o 3 1 I 11.67 1.60 11.02 LP .67% 11.38 HP 0.67Z 11.02 LP 1 10.71 LP STA. 2+90.53/11.00' R STM MH -MH -2 FLAT TOP TA: 2+49.7 11 OO' R TA: 1+96.38/11.00' R STA: 1+43.00/11.00' 0.9 1 4' DIA MH ( op) ELEV=5411'19 ELEV=5411.55 ELEV=5411.19 ELEV=5411.84 I°� PRIVATE DRIVE C 6" VERTICAL CURB rp ZW o0o AND 2' GUTTER (ASPHALT) 111 12.0 36 1.56 _ _ _11.36 _ �-507 -I 11 63 HP _ 0.515 1.97 V _ 0.97 2 h • 2+00 10.80 rL Q mcv �ciw II 3' TRANSITION TO • ar '� �� 10.46 TW ( W FEET II FULL -HEIGHT CURB I� 11.53 CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. 11 3B 1212 1 17.61.55 11.57 11.73 HP 11.57 11.49 It 11.95 GS JIM H tp W W K E YM AP BUILDING DETAILS, SUBMITTED BY THE ARCHITECHT. pl I 6" VERTICAL CATCH C RB I 1 inch = 10 R NT.S. 11, SPILL , R 10.85 & GUTTER W/ 2' N _I 8. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE ( ) 11.96 TW TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER CURB 10.00 BW DN49,768-120-R1. BY CTL THOMPSON INC. FOR GRADING AND y / ti SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. F i ' W ' \ DETAILS PROVIDED IN APPROVED PLANNED BUILDING GROUP (PBG) J3 ENGINEERS INC. SID ALK HAS G G G G w PLANS BY DEWBERRY I 1.57 to to I 11 45 rL 11.7 � \ To request marking of underground facilities y N N 11.57 13.04 11.78 11.87 V0V V0V Q _ i 0 O ® ®" 11'6 Z 131p 1.44 rL Know what's below. 0 0 11.77 Call before You dig. o m r N o \ 11.85 �\ 0 12.65 rTW.- for more information 11.77 8 .20 o c 0 SfpW 12• 2X n 11.85 Z 0 CHASE h = \ •� UNCC inimum of 2 days prior to the start 0o I 11.77 11.74 SGS 11.85 p" 13 14 15 BLDG. 16 17 18 TYPE C ,y �• •. MAI KIOSK 11.59 11.53---x541z.70 � TYPE C TYPE B 5412.70 TYPE B 5412.70 3 TYPE B 5412.70 TYPE 6 5412.70 5412.70 11.30 LP NORTHEAST QUARTER OF SECTION 20, WNSIlI OUTH, 6 �V ❑V ❑V 1• 1 I 12.36 TW 12.77 TW `` DATED FEBRUARY 1, 2008. J� ., m o o r o ^ 1.88 ifW_. ...._____.. _._ J BENCHMARK: a STM INLET -AD -1 m q U I 0 o o 18" DIA. W/ DOME GRATE N 0 n ci c` EX. 5' D.U.E. �- G 0 0 7�-ROOF �' AVAILK - REC. NO.: 11.74 IDS F1693798 ^�� TM -ADO- ' n 12.2 - -- - o - - r N _ ._. - c n u ^1 o a ---- N o DRAIN v_ N CONNE(�; 2.20 r DIA MH SOUTHWEST LEG OF A PARK SIGN. y O a� TM INLET -ADL -2 r 2' DIA. DB W/ DOM o 5 GS 10.13 BW I 0.13 ��I\ O r __ _ ELEVATION = 5562.74 FEET (NAVD 1988) it c 12.20 GS 12.20 GS 12-33 12: 5412 a 12.35 S -11.67 rL - 12.31 12.00 11.87 _ SIDEWAU( 11.72 IL 12.10 GS 12.34 1.8 CHASE 12.0 12.28 12.2 /'12.3 ~ 12.14 TW 11.87 LP 12.33 y �/ 12. •�",. 72.23 1 1 y r - 9.5 BW 9.5 2X 2.29 41 12.41 s 12. 11.93 11.93 11.82 12.02 12.25 11.82 �,1s1.69 rL 12.31 / 1.0 / 9. 4 12.37 12.37 °' , 12.3 71.61 FL K „ 1 - RETAINI 11.78 A9 E"= 11.77 v V� a4^.1 y.. I p I I11 n ) SIDEWALK - - _ -- SEE SHEETS 1 _ Z� - -_ CHASE \ 1 & 18) 1 3 vi - 12.46 12.10 12.46- 5412 \ STM INLET - "- rn p 712.38 -GS _ . 12.50 12.63 GS 12.5 _ 12.63 GS •- _-e 12.3 p y _ \ 18" DIA. DB, W/ DOME RA K GS _-, _ \ 14PL- \ G STM INLE`ttr-�ADO- i 1Y" INL E DRAIN 124" 12" TEE 4: M STM I -ADL-1STM n / j I 12" D DB W/ DOME GRATE 12" DIA. DB W/,grOME GR -T 3' CRUSHER I 8 9 BLDG. 10 12 FINES I A9 4 7 TYPE C TYPE B TYPE B hao� 2 TYPE B TYPE B TYPE C 5413.13 - ~ 5413.13 5413.13 5413.13 5413.13 541 .13 12:2( rRO0��ERTY BOUWDARY .73 1 3 M ❑V ❑ / V / 2X 12� 2 .2; // 1 EEE II _ - 7 .92. 1 4 2.52 _- ® 0 // / I i I 1 I I I . AXA"A AA A L / MATCH LINE (SEE SHEET 16) ® PRIVATE DRIVE C 6.93* ME - cn x N 2.D " v r - 6i I 1. ALL SPOT ELEVATIONS AT CURB ARE AT FLOWUNE, UNLESS OTHERWISE -ST 1+21.00/11.00 1 E =5410.73 I I I vi _ 11.34 I I 10.96 1+ 0 I I I I Ex. s' UTILITY AND --1 DRAINAGE EASEMENT REC. NO.:F1693798 4' SAN MH -- (TYP) �r 4' CONIC. PXN \\ I 11,14 (SEE SHEET 117) \ I 11.06 V \ \ I I 11.34 \ \I 10.97 11.48 \ I 11.51 RPTAININ WALL (SEE SHEETS 1 & 18) / I I SIDEWALK / I PROPERTY CHASE BOUNDARY I I I I I I N 6.93* ME W x N 2.D " v r - 6i I 1. ALL SPOT ELEVATIONS AT CURB ARE AT FLOWUNE, UNLESS OTHERWISE 2t w N u a€€ S ZZ Q I 2. EDGE OF WALK ELEVATION ARE TO THE HIGH SIDE OF THE WALK. tt Mau� 12.00 TW- C�. MAIN NAN E a ; t W � Q PRIVATE DRIVE B a W > o 3 4 ACCESS, AMP 0 19 v 0 `� a a a 1' CUPCUT c 0 _. _._ ZW 3w= 9= rD $ n =.W W o = V 0 0 a ao Q mcv �ciw 10.82- 10.46 TW ( W FEET CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. � 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES BUILDING PLANS FOR JIM H tp W W K E YM AP BUILDING DETAILS, SUBMITTED BY THE ARCHITECHT. pl I 6" VERTICAL CATCH C RB I 1 inch = 10 R NT.S. 10.0 17.28 11.71 HP , R 10.85 & GUTTER W/ 2' N _I 8. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE ( ) 11.96 TW TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER -ST 1+21.00/11.00 1 E =5410.73 I I I vi _ 11.34 I I 10.96 1+ 0 I I I I Ex. s' UTILITY AND --1 DRAINAGE EASEMENT REC. NO.:F1693798 4' SAN MH -- (TYP) �r 4' CONIC. PXN \\ I 11,14 (SEE SHEET 117) \ I 11.06 V \ \ I I 11.34 \ \I 10.97 11.48 \ I 11.51 RPTAININ WALL (SEE SHEETS 1 & 18) / I I SIDEWALK / I PROPERTY CHASE BOUNDARY I I I I I I N W x N 2.D " GRADING NOTES: Q w 6i I 1. ALL SPOT ELEVATIONS AT CURB ARE AT FLOWUNE, UNLESS OTHERWISE a ZZ Q I 2. EDGE OF WALK ELEVATION ARE TO THE HIGH SIDE OF THE WALK. pa Z MAXIMUM GRADE IS 2% CROSS SLOPE ON ALL WALKS, UNLESS L7 W � Q W S o a8 I 3 TOA MINIMUM OF 0.596 GRADE AT FLOWUNE ACTORLL 0 19 v 0 Fes- HLU W J 0 N W ton w ZW W o = V 0 0 a ao W ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. N 1.3 11.15 011.70 11.31- �. x N 2.D " GRADING NOTES: Q w 6i I 1. ALL SPOT ELEVATIONS AT CURB ARE AT FLOWUNE, UNLESS OTHERWISE W vxi I NOTED. F I I 2. EDGE OF WALK ELEVATION ARE TO THE HIGH SIDE OF THE WALK. CCJ w MAXIMUM GRADE IS 2% CROSS SLOPE ON ALL WALKS, UNLESS L7 O Q I OTHERWISE NOTED. LANDINGS ARE TO MAINTAIN 2% MAXIMUM SLOPE. W S o a8 I 3 TOA MINIMUM OF 0.596 GRADE AT FLOWUNE ACTORLL 0 4,4 INTO AINLETS.MAINTAIN Z W J WN g Q o C 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. N W ton w IL a W o = I 5. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF 0 0 a ao ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. N CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. � 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES BUILDING PLANS FOR JIM H tp W W BUILDING DETAILS, SUBMITTED BY THE ARCHITECHT. Of o 6" VERTICAL CATCH C RB 1.32 RW- - - - - ._ _ -- 'T U (n & GUTTER W/ 2' N _I 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-R1. BY CTL THOMPSON INC. FOR GRADING AND Z SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. F i ' W 9. MAIL; KIOSK AND BIKE RACKS TO BE INSTALLED PER LANDSCAPE \ DETAILS PROVIDED IN APPROVED PLANNED BUILDING GROUP (PBG) J3 ENGINEERS INC. G G G G G w PLANS BY DEWBERRY I m to to E E Z o \ To request marking of underground facilities y N N N N U Q 7111 L- Z W Know what's below. 0 0 0 0 �\ Call before You dig. o m r N o \ 12.23 12.43 9.02 BW CaI1 811 or visit cakkel 1.com �\ 0 12.65 rTW.- for more information o c 0 LK \\ I It is the contractor's responab tocontact n n Z 0 CHASE h = \ •� UNCC inimum of 2 days prior to the start 0o I ;-M of co udion operations. .; De J3 �ilieers Inc Uaifns �w uow W`�0.`�(I RECy I rry I no fecititle apQ•N''r,'.4gy�sf�n�k I I d a re nsid' heuntler9round d cred in is set. �� � ,y �• •. MAI KIOSK I BASIS OF BEARINGS: cT:j7 W/ BIKE RACKS' 72.32 12.53 p 1 3 773 (6" CON PAD) I BEARINGS SHOWN HEREON ARE BASED PON THE LINE OF NORTHEAST QUARTER OF SECTION 20, WNSIlI OUTH, 6 'r'r/ONAl WEST, 6TH P.M., WHICH BEARS N00'31'2 W Bq EN,,,,,,,,,,,,F,,,,,,,,,,,,0,,,,,,,,,,,,UCCCCCC������ ONUM TS 10.13 BW 9'51 BW SHOWN HEREON PER THE CITY OF WHEA IDGE'S COagpp. S 1• 1 I 12.36 TW 12.77 TW `` DATED FEBRUARY 1, 2008. J� ., m rn 1.88 ifW_. ...._____.. _._ J BENCHMARK: I j I SITE BENCH MARK "F 412" m q U I 0 o O 11.6M 92 -LOCATED AT THE INTERSECTION OF KIPUNG STREET AND WEST 32ND c L1') 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 a E FEET NORTHWEST OF A FENCE, AND 3.3 FEET SOUTHEAST OF THE _F v m y m Z SOUTHWEST LEG OF A PARK SIGN. y O a� x W Lf) 10 ELEVATION = 5562.74 FEET (NAVD 1988) it c 01 1 1 1 1 I I 1 I I 1 I , 1 1 i3' 1 CRUSHER 1 i FINES 1 1 1 L STM \ 18" ylk DB W/ \ I 6'\VERTIC L CATCH I \,& GUR W/ 2' STM INL$T-ADO-6 12" IN NE DRAIN 24" 12" TEE 1 1 1 1 1 1 11 ISgf0 1� 1 1; I 1 I 1 I I STM INLET ADO -7 12' INU DRAIN 1 24" X117 TEE 1 PRy,J ERN BOUII.ITARY \I X. TO 0 "0 m RB e 11.64 11.62 11.45 12 11.29 12 11.25 FL 11.29 12 12 jtL 11.45 1' h 1 49 BTW 1 TYPE C 5413.13 ❑V (SEE SHEET 15) MATCH LINE ---- - W/ BIKE RACKS' I A -a (6' CON .PAD) ® ® O ® O a 5' N 1 ' 7RADc W / >F%1 0 1 Ica J o c'- 11. 6 + 7 O 12.38 1. 9 C 4 a A12.x•1-\7.9 _ x - - • of ry - � ° 1- _ c - h _. � A a N 1.83 � ° 2 9 d a 1 2.29 12.28 72.27 12.16 w 1 1 PRIVATE DRIVE B TYP. SECTION ntt I 2' CONIC. PAN (ASPHALT) ( T 3) 15' 15' (SEE SHEET 27) 12.1 1190 _ /1 12.45 2+00 11.96 X72.06 12.16 - 16 / 7 0 12.07 h 7 12.02 FL ���eee 12.12 FL / LY11 - - 11.9 12. lO 5410- 12.1.8 '&t 1218 I 1.91 HP 12.46 HP G 5412 4' SAN MH 12.29--I_12.28 12.27 12.22 a � 11.88 (TYP) ^ 7 2:1 Z O • _ 1.62 �x w 11.70 Vhllq 12.25 LLS ® VO VO)v OVX - < GS - ' N 62� 12.SIDEWALK CHASE 11 C 11.54 2.0� 2 3 BLDG. 4 5 6 TYPE B TYPE B 1 TYPE B TYPE B TYPE C 5413.13 5413.13 5413.13 5413.13 5413.13 I V❑ ❑V ' _WALK 5411 r E=3104146:79 --- - ME=9.17* INTERCHANGE ROW REC. NO.: 2013107345 10' UTILITY AND DRAINAGE EASEMENT REC. NO.: F1693798 STM MH -9 5 DIA MH LEGEND '. -I�IIF��IL� ��MI •I HP/x LP = HIGH POINT/LOW POINT x x v ¢ a w ti BTW/X BW = TOP WALL/BOTTOM WALL NOTED. „GS r, 2. EDGE OF WALK ELEVATION ARE TO THE HIGH SIDE OF THE WALK. ,EW �tt���ii--■■yam�y � 11���I1I 1'V 0 w FOUNDATION ELEVATION ANTICIPATED INCREMENTAL 11D.7165 10 o DIFFERENCE BETWEEN TOP WW J o Q m Z. 12.63 OF FOUNDATION AND THE 3 M =1 m z W > = FRONT OF THE GARAGE 1 IN -5 N N „ STM - • ve r GS ® 8 GS 9.87- 10.0 o INLINE AIN C.O. ... • = POTENTIAL EXPOSED 2X (2 RISERS) = 1.3' CD U 6- INUNE DRA (C.0.) j = STREET LIGHT E=3104146:79 --- - ME=9.17* INTERCHANGE ROW REC. NO.: 2013107345 10' UTILITY AND DRAINAGE EASEMENT REC. NO.: F1693798 STM MH -9 5 DIA MH LEGEND -88 ■ ! B. 8 ppy5 M O = ROOF DRAIN CONNECTION HP/x LP = HIGH POINT/LOW POINT x x v ¢ a w ti BTW/X BW = TOP WALL/BOTTOM WALL NOTED. „GS r, 2. EDGE OF WALK ELEVATION ARE TO THE HIGH SIDE OF THE WALK. ,EW o O (1 RISER) = 0.6' - ANTICIPATED TOP OF Q (2 RISERS) - 1.2' 0 w FOUNDATION ELEVATION ANTICIPATED INCREMENTAL . o o DIFFERENCE BETWEEN TOP WW J o Q m Z. 12.63 OF FOUNDATION AND THE 3 M =1 m z W > = FRONT OF THE GARAGE 1 IN -5 N N „ STM - .. _. _ 6 12. r GS ® 8 GS 9.87- 10.0 o INLINE AIN C.O. ... • = POTENTIAL EXPOSED 2X (2 RISERS) = 1.3' CD U 6- INUNE DRA (C.0.) j = STREET LIGHT 3X (3 RISERS) = 1.9' 5410 I a 9. -- 12.63 GS �I 12.46 GS FV 12.24 12.380 ® 10.2 � 9.63 DIFFERENCE BETWEEN = ADA LANDING _ 12.56 »> =HANDRAIL REQUIRED MAY BE PARTIAL RISER. You Call before dig. STAMPED CONCRETE BAND EXIST COLOR AND PATTERN) I Ca11611 or visit m K``f is __. 512_48 _- .i © (MATCH 10.03 O.ST 3�12.56 for more iMormation information - -- - ROOF DRAIN .. 10.11 O 12.47 ___...__..___ _ _ _9.17 _ ___ 1 10.13 BW 9.51 BW 12.36 TW 12.77 TIV 1.88 II I I I I 1D:F791') 1 inch - 10 fL 0 I � I I I I I I .21 7W .81 �W I I I I I 1 I I I RETAINING WALL (SEE SHEETS 17 k 18) II �I I I I I I I I I I I I I PROPERTY (BOUNDARY ® ---- C, PRIVATE DRIVE C a C .� 01 a3 �CM C40 ox m PRIVATE DRIVER a W a Q w, Zq ' �o e E_ 2 0 3w 19 odooE KEYMAP N.TS. U) W 2 x V) ZZ OJ F c. W Z O H N W Z �O N C,1 W I LEGEND -88 ■ ! B. 8 ppy5 = SPOT ELEVATION O = ROOF DRAIN CONNECTION HP/x LP = HIGH POINT/LOW POINT x x v ¢ a w ti BTW/X BW = TOP WALL/BOTTOM WALL NOTED. „GS = GROUND SHOT 2. EDGE OF WALK ELEVATION ARE TO THE HIGH SIDE OF THE WALK. ,EW = EDGE OF WALK O (1 RISER) = 0.6' - ANTICIPATED TOP OF Q (2 RISERS) - 1.2' 0 w FOUNDATION ELEVATION ANTICIPATED INCREMENTAL -► = FLOW ARROW DIFFERENCE BETWEEN TOP WW J o Q m Z. SLOPE OF FOUNDATION AND THE 3 M =1 m z W > = FRONT OF THE GARAGE o w pj a j p m o w (TYP•) SLAB TO MAINTAIN PERMANENT EASEMENT NO. PE -208 = FIRE HYDRANT DRIVEWAY MAXIMUM SLOPE ® = WATER METER AT 109.. ® = STORM INLET O (1 RISER) = 0.6' ... • = POTENTIAL EXPOSED 2X (2 RISERS) = 1.3' CD U FOUNDATION 8. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER j = STREET LIGHT 3X (3 RISERS) = 1.9' ■ ■ = SPILL CURB 4X (4 RISERS) = 2.5' FV = VISITABLE LOT ANTICIPATED INCREMENTAL ":- Know what's b@IOW. DIFFERENCE BETWEEN = ADA LANDING LANDING TO BACK OF SIDEWALK. HIGHEST STEP »> =HANDRAIL REQUIRED MAY BE PARTIAL RISER. U) W 2 x V) ZZ OJ F c. W Z O H N W Z �O N C,1 W I ----------- - - ---- - - s � � �' ■ 0 - -88 ■ ! B. 8 -_n_nz B. iS ._ 5--v}- a --0 8= - 1 e 8.67 8.52 .74 a 8A7 GRADING NOTES: q 7 _ _ MPSON INC. FOR GRADING AND ON 9, 68 120 R1. BY CTL THO SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. MAIL; KIOSK AND BIKE RACKS TO BE INSTALLED PER LANDSCAPE DETAILS PROVIDED IN APPROVED PLANNED BUILDING GROUP (PBG) PLANS BY DEWBERRY I J3 ENGINEERS INC. To request marking of underground facilities WEST, 6TH P.M., WHICH BEARS N00 '28°r BETWE M 1. ALL SPOT ELEVATIONS AT CURB ARE AT FLOWUNE, UNLESS OTHERWISE x x v ¢ a w ti o o .mn rZi < a G G y m NOTED. -N=1708590:47 - - E=3104174.43 2. EDGE OF WALK ELEVATION ARE TO THE HIGH SIDE OF THE WALK. 8.241 ME -- -� - MAXIMUM GRADE IS 2% CROSS SLOPE ON ALL WALKS, UNLESS OTHERWISE NOTED. LANDINGS ARE TO MAINTAIN 2% MAXIMUM SLOPE. 0 w BENCH MARK "F 412" 3. CONTRACTOR TO MAINTAIN A MINIMUM OF 0.5% GRADE AT FLOWUNE CV >W w o m INTO ALL SUMP INLETS. WW J o Q m Z. 7 BWI4. 5 TW 6" VERTICAL CATCH CURB ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWSE NOTED. 3 M =1 m z W > & GUTTER W/ 2' PANLU 5. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF o w pj a j p m o w (TYP•) ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. PERMANENT EASEMENT NO. PE -208 I CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. ti - _.. I_..._........W --- - --- - - - - --- 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES BUILDING PLANS FOR v US d I- �p w ~ m BUILDING DETAILS, SUBMITTED BY THE ARCHITECHT. K c REC. NO.: 200630558 z p.Ln CD U 8. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER c � Q N Q - r � ■ ' ■, ----------- - - ---- - - s � � �' ■ 0 - -88 ■ ! B. 8 -_n_nz B. iS ._ 5--v}- a --0 8= - 1 e 8.67 8.52 .74 a 8A7 6.a8 IT_7 - _ ,� _ _ _ - -'"_- --t -- ---- - - - - 8. X 341 ME 9. a q 7 _ _ MPSON INC. FOR GRADING AND ON 9, 68 120 R1. BY CTL THO SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. MAIL; KIOSK AND BIKE RACKS TO BE INSTALLED PER LANDSCAPE DETAILS PROVIDED IN APPROVED PLANNED BUILDING GROUP (PBG) PLANS BY DEWBERRY I J3 ENGINEERS INC. To request marking of underground facilities WEST, 6TH P.M., WHICH BEARS N00 '28°r BETWE M p`,., +q�,ONAI"E x x v ¢ a w ti o o .mn rZi < a G G y m F F Z � W ` < .� Q _ a Z U -N=1708590:47 - - E=3104174.43 -- - - \ -... _ 8.241 ME -- -� - -- 7.817 ME � __ EX. 15" SAN I BENCH MARK "F 412" `� ` U _- L LOCATED AT THE INTERSECTION OF KIPUNG STREET AND WEST 32ND In o` 111TI AVENUE, AT THE NORTHWEST CORNER OF THE AVENUE, 50.5 FEET EAST ME=8.92* PERMANENT EASEMENT NO. PE -208 I I 1 U. OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE STREET, 50.5 1- m m Z REC. NO.: 200630558 z p.Ln c � Q W ELEVATION = 5562.74 FEET (NAND 1988) a � Know what's b@IOW. w 00000 INSTALL 285* SF - You Call before dig. STAMPED CONCRETE BAND EXIST COLOR AND PATTERN) I Ca11611 or visit m n ,ti .i (MATCH for more iMormation information . O nem ry Z 0 resp ..ury to wntact It is ontr°cum um o/ 2 days r to the start ( ConeVU operations, arvnuns W 44TH AVE I Dewbe� Engineers) Na nod°spO. res dy for the ountl it.. a t, i4 iipy�;rlf. yy EX. ;r, CMP I I V depicted in this �a'j P 3 773 's oar 1 BASIS OF BEARINGS: t BEARINGS SHOWN HER ARE B ED UPON EAST LINF[�,�`.� E NORTHEAST QUARTER OF SECTION 0, TO P 3 SOU 1��12AN 69 WEST, 6TH P.M., WHICH BEARS N00 '28°r BETWE M p`,., +q�,ONAI"E SHOWN HEREON PER THE CITY OF T RIDGE'S DINA SYSTEM DATED FEBRUARY 1, 2008. J SITE BENCHMARK: m m EX. 15" SAN I BENCH MARK "F 412" rn ` U L LOCATED AT THE INTERSECTION OF KIPUNG STREET AND WEST 32ND In o` AVENUE, AT THE NORTHWEST CORNER OF THE AVENUE, 50.5 FEET EAST E CO 5, S. e OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE STREET, 50.5 1- m m E FEET NORTHWEST OF A FENCE, AND 3.3 FEET SOUTHEAST OF THE SOUTHWEST LEG OF A PARK SIGN. z p.Ln c � Q Q ELEVATION = 5562.74 FEET (NAND 1988) a o O w 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 45* Place, Lot 13, T: 303.377.6601 11691 W 45�h Place, Lot 14, F: 303.377.6656 11689 W 45 Place, Lot 15, www.mnaengineedng.com 11687 W. 451ti Place t 16, 11685 W. 45' Place, Lot 17, 11683 Place, L6-117-- Wheat t ,Wheat Ridge, CO PT Foundation Grade Beam Structu Attn: Dan Garcia/ Duane Cerniglia Dear Mr. Garcia and Mr. Cerniglia, MNA Inc, was asked to observe the preparation and reinforcement of the grade beams for 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 construction documents. This report is based on the limited accessibility of the elements and components of the structure at the time of the observation. This report is based on accepted general practice and is limited to the data available to our office. We make no warranty either expressed or implied. Not all items are visible material, sheathing or covered by other construction material. Any modifications to structural members made by HVAC or plumbing need to be verified by the contractor performing the work and are not reviewed as part of this observation. No invasive testing or inspections were performed. MNA, Inc. does not accept responsibility for hidden structural deficiencies not evident during an investigation of this type. Should you have any questions or concerns, please call us at 303-377-6601. Sincerely, MNA, Inc. i xr r f Darko Labudovic Structural Project Manager Reviewed by: ' 2+� .. O��,t'*.ass.• Naim G. Nassar, P.EJS.E. President/CEO cr01irru0AI CKWIMCCOMM_ - r11111 Ptirikir-r1 r. - GI ANNINr — ARCHITFCTURF ow I q U -� l ral Observation Dear Mr. Garcia and Mr. Cerniglia, MNA Inc, was asked to observe the preparation and reinforcement of the grade beams for 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 construction documents. This report is based on the limited accessibility of the elements and components of the structure at the time of the observation. This report is based on accepted general practice and is limited to the data available to our office. We make no warranty either expressed or implied. Not all items are visible material, sheathing or covered by other construction material. Any modifications to structural members made by HVAC or plumbing need to be verified by the contractor performing the work and are not reviewed as part of this observation. No invasive testing or inspections were performed. MNA, Inc. does not accept responsibility for hidden structural deficiencies not evident during an investigation of this type. Should you have any questions or concerns, please call us at 303-377-6601. Sincerely, MNA, Inc. i xr r f Darko Labudovic Structural Project Manager Reviewed by: ' 2+� .. O��,t'*.ass.• Naim G. Nassar, P.EJS.E. President/CEO cr01irru0AI CKWIMCCOMM_ - r11111 Ptirikir-r1 r. - GI ANNINr — ARCHITFCTURF o*416e ower ECONOMIC ENERGY EERCIENCY May 12, 2020 11685 W 451h PI Wheatridge, CO Re: Duct leakage test 11685 W 45th PI To whom it may concern: E3 Power performed a Duct leakage test on the above-mentioned building May 12th, 2020 at 11:30 am. The duct leakage was 53 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 Digitally signed by Andrew Andrew Wildenberg wildenberg Date: 2020.05.13 13:49:13 -06'00' 303.292.1233 120.207.0946 e3powor.oel, RHICE FIN WEB