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11687 W. 45th Place (Riverside Terrace Building 3)
CERTIFICATE OF OCCUPANCY Permit #: 201901736 � �� Wh6atpsig COMMUNITY 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-UnitL 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: 11687 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: rn �\_ Job Address: t Uq__1 U Permit Number: C> N ci \'T�DLX ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes I6 When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usdnspection Date: 3. 16 J Inspector: \C�-• DO NOT REMOVE THIS NOTICE o*416e ower ECONOMIC ENERGY EERCIENCY August 5, 2020 11687 W 45th PI Wheatridge, CO Re: Blower Door Test for 11687 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 910 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, Andre Digitally signed W MAndrew Wild day, Andy Wildenberg (e3 power) wilden ZO0301 303-292-1233 berg 1]'1059-0500' Building Analyst (BPI) Resnet HERS Rater CEA/CEM 303.292.1233 720.207.0946 e3powor.oel, RHICE FIN WEB It � ! i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: r-,,--1 F 'k P i- s/� C,1 Job Address: 11 C, 1 i.n.3 Permit Number: () ! r_4y 1— 3 U�— ❑ No one available for inspection: Time -id, u l---' 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: K-7 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: a 4 ❑ No one available for inspection: Ti AM/PM Re -Inspection required: Y� When corrections have been made, edule for re -inspection online at. http //www.ci.wheatridge.co.usrnsp ct1 ),a� Da 7 Inspec r CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE ,spection Type: 5 Job Address: Permit Number: ju C\ Q-) \-A 7 ❑ No one available for inspection: Time s AM/PM Re -Inspection required: Yes Ii When corrections have been made, call for re -inspection at 303-234-5933 Date: Ui L` Inspector: DO NOT REMOVE THIS NOTICE o i CITY OF WHEAT RIDGE Vr Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /0/--5 Job Address: )IKn J9 7 1.1.E �—/S f 4 4 Permit Number: 7-0/70/ f- Y T Ii 11 _/ i .,- S , .sem R f I.J No one available for inspection: Time 2 AM PM Re -Inspection required e � No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheat`ridge.co.us4nspection Date: Inspector: ,_,_, / L" --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: C ` W Q Job Address: , Permit Number: «,% Cl ❑ No one available for inspection: Time I AM/PM Re -Inspection required: YesN6, When corrections have been made, call for re -inspection at 303-234-5933 Date:'.` "-'Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: t "' Permit Number: ❑ No one available for inspection: Time AM/PM Re -inspection required: Yes----N0� When corrections have been made,ed--lction on t: http://www.ci.wheatridge.co.uslinsp ti Date �sectr�------' A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: C;) b\ C -i U I-) No one available for inspection: Time AM/PM r Re -Inspection required: 68 No When corrections have been made, schedule for re -inspection online at: http.IA,vww.cLwheatridge.co.uslinspection DateH- Inspector:''Dr DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: C1y E --7 1`, X15 \: A k o) ❑ No one available for inspection: Time "' AM/PM Re -Inspection required: Yes `N� When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: L! -) �, )o ? y Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: .P 01 0:rr Job Address: L� Permit Number: c; c� `A' L\ f f � Nri/v/LG' ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpYlwww. ci. wheatridge. co. uslinspection Date:`' t ) u L) Inspector: DO NOT REMOVE THIS NOTICE �' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: LES � ► - Job Address: FT Permit Number: Z qz> r o. ❑ No one available for inspection: Tim AM/PM Re -Inspection required:(ye sr' No When corrections have been made, http://www.cL wheatridge.co.ushnsp for re -inspection online at: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: " Vj j P Job Address: k 6 1 LAC, V , 1 Permit Number: c3V� C I C� n ❑ 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 Dater ' V • ?_6'1 & Inspector: ` )'; DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:` Job Address: Permit Number: CC) ❑ 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: > f - �1 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge 1.470 -01r, Single Family - New PERMIT - 201901736 PERMIT NO: 201901736 ISSUED: 02/04/2020 JOB ADDRESS: 11687 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 PERMIT - 201901736 PERMIT NO: 201901736 ISSUED: 02/04/2020 JOB ADDRESS: 11687 W 45th Pl EXPIRES: 02/03/2021 JOB DESCRIP'T'ION: 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 this permit. I further attest that I am legally authorized to include alI entities named within this document as partes to the work to be per oramed and hat all -work tQ be-pertormed is disclosed in this document and/or its' accompanying approved plans and specifications. G7Z./cam/2-(--Z_� Signature of --OWNER or CONTJRACTOR (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 andspecific 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 co ,�or any ordinance 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. " City of // V heatf1d ge COMMLJNrr'y Dr rt,oPmE,iT , Building & Inspection Services 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cr_.ci.Wheatndge.co.us FOR OFFICE USE ONLY Date: ' ao 4 Plan/Permit # ),o t Plan Review Fee: Building Permit Application iyj�- _-:�) x** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: g 7 w `i S "" Pt ace , w �,.� �k k' ol g e t CO 80a 3 3 Property Owner (please print): 7e_rda e e , LLC Phone: 7 zo - x, 73 - 7v i 9 Property Owner Email: 55vrnd6e�rJ Corn Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: Co iy 3 S. '' t I o +• Dr. , Sl•e 3Oo State, Zip: (Irecn:1rood Y•,' i IGge, (G g01I1 flrchitect/Fnginepr• Deant,j ina^%1?5ori 'Dari -o Labe dov- c, �irvc��YuI "'I MPJ P dtRrii>.t+toawpSong,n�aanr�;�ier>'n�.C�M Arch itectlEngineer E-mail: dt,,�Udal i c a wxr, c e,ATi-i2� CoA Phone: 30 3 - 3 7 -7 - (4 to Q Contractor Name: Rt'versr'de lerl-ace [_LC City of Wheat Ridge License #: 110"_'Y Phone: 77,o- y73-7oi9 Contractor E-mail Address: 5; , +n 6 z-e-ci "--s �cl2 co ,�� . u n L mss. co w For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 54-cekarl Phone: 72-o - q 73- 701 R CONTACT EMAI L(please print): 575 v n d to er"q ® Cr -et 4r- 5 1'Cle cam ^'L J , t. c i • c o.ti. Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: one Core Plumbing:.rrwoo(..1.1-`1 Mechanical: µ�2 �►ukb,n9, T„c W.R. City License # p goo TW.R. City License # J70 8 W.R. City License # 0� cid VC___7 Other City Licensed Sub: Other City Licensed Sub: S-4'+-c.b.- 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. Mastic,- lan nod 8- Un, 4 1 s n71e - r.M, 7 -ror sale -down h01vXI no O P4 o S T -Ire v'Jj cons¢-Y'uch'a^ Sq. FULF IS -0 Sr BTUs 230 1'- Gallons 5s-0 (la Amps i S6 Squares For Solar: _ Kw t# 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) /(,Oct, (Do C)-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: (OWNE'R) ,�fCONTRACTOR�tir (AUTHORIZE�EPIAIESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name►: DATE: N 20 19 Printed Name: St�a%a—n S nd b E r j' DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: BUILDING DEP ENT COMMEN S: ! S c Reviewer: k�s✓ glz3kq X l0(.OZ X �? OCCUPANCY CLASSIFICATION: 03 CONSTRUCTION TYPE: V6 15'Y10SS 1Sf q37 PUBLIC WORKS COMMENTS: V VP-947CC JP vR t� ,-L-C �✓�SPUT LCL � l/ S -4 -1 NG w/TW rf G�•p-Di•t/G Chi_�F�c ks.J S1714eL Reviewer. / T� / SSvA�vG✓ c� 4t3T C. D. FoR- i7fc Building Division Valuation: 16q1 City ®f Iheati e- PUBIAC WORKS City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: V4b?/19 Location of Construction: IL &F 9 -7 W. IYS"I' i'44 -GC Purpose of Construction: F 0 Single Family Commercial Multi -Family Develotcffiment Review Processing Fees ................................................ $100.00 (Required of all projects for document processing) (4,0*0vim Single Family Residence/Duplex Review Fee: ..................................... $50.00 Commercial/Multi-Family Review Fees: (Fees include reviews of the 1" and 2nd submittals) m Review of existing or minimal technical documents: ........................ $200.00 ® Initial review' of technical civil engineering documents: ...... ......... $600.00 m Traffic Impact Study Review Fee: .................................................... $600.00 ® Trip Generation Study Review Fee: .................................................. $200.00 o Stormwater Management Plan (SWMP) Review Fee: ....................... $200.00 ® O & M Schedule Review & SMA Recording Fee ............................. $100.00 o Construction Control Plan ................................................................. $100.00 J�cy� ~4v 77 .. X4AEL"4A& &&'sd.b lwdr e D #=A M $ ' 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: c Resubmittal Fees: 31 submittal ('/2 initial review fee): ....... ............................................ $300.00 $ 4'' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals: ................................................ ................ $600.00 X = $ (Full initial review fee) 'I'OT'A. 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. Rev 05/19 a � � G City of .SINGLE FAMIL YID UPLEX -(-4" n" ' he at ge ' BUILDING PE I7 APPLICA TION PUBLIC WORKS REVIEW Date: t9q f !'11 !9' Location: 116,87 W elSv"'I PZA-GE ATTENTION: I UELDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. 1. / Drainage: a. Drainage Letter & Plan required: ✓des No b. Site drainage/grading plan have been reviewed and are: I—OK NOT OK; refer to 2. v"� Public Improvements required & to be completed with project: stipulations. a. street paving/patching: ✓ Yes No b. curb & gutter: __%Z Yes No Completed Completed c. sidewalk: L<- Yes No Completed d. Other (specify): L/b 46►& u Y •�'D Yes No Completed For items not constructed, the amount of funds taken in lieu of construction: $_ 3. V" Does all existing roadway/alley R.O.W. meet the standards of the City: Yes t'� No If not, what is required? Aow tm-* 4E 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. Signature David F. Brossman, P.L.S. Date 5. R� 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: GiPrtfli,y&- Gr�T/F/ G.¢-l7G,0 ,qce- ,�,p4,e,�iE-a 4`- r4yt� .�L� CA yPa•NFb GC P La'*/ r- �1-L 1c s s.�,R• B� `b t't�oR TD I Ssv.A>C.,E GF 77 ,E lam I.JV.4e— C • 0. FO,e 7;g� C3 e4_ A� 7. &*-//A 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 i� at 1D. c!91 City of Wheat Fridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION ATION DATED: 0111 ADDRESS: 116 4?—1 ty. qs4k 1P44, � 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, F.L.S. Development Review Engineer CC: File WV %,CEvtheatridge.mus Rev 2/08 0 N AB AFF ALUM G BLK(G) BOT CABT CJ T CLG CMU CO CONIC CONT CW DBL DW DIM DTL EA ELEC ELEV ENGR EP Riverside Terrace Planned Residential Development 6 units (C, B, B, B, B, C) ABBREVIATIONS AT ANCHOR BOLT ABOVE FINISH FLOOR ALUMINUM ANGLE BLOCKING) BOTTOM CABINET CONTROL JOINT CENTER UNE CEIUNG CONCRETE MASONRY UNIT CLEAN OUT CONCRETE CONTINUOUS OR CONTINUE COLD WATER DOUBLE DIAMETER DIMENSION DETAIL EACH ELECTRIC(AL) ELEVATION ENGINEER EPDXY PAINT EQUAL EQUIPMENT .� LAr EXP JT I'm IU PANSIO JOINT REFERENCE r r EXT ERIOR ez9 REFERENCE SHEET WHERE ti FEC RE EXTI UISHER CABINET Jm 2 DETAIL SECTION OR AFF NISH FL R A91 AS DETAIL 17 ON SHEET A9.1 __�\\ FIN ISH(ED) DETAIL SECTION OR Q WU UORESC T H G UR OTING RRED(IN ) EQUIPMENT NUMBER - GA G GE, GAL E to GAL G L017ED ELEVATION INDICATOR E NEW COLUMN LINE GWB G PSUM W LL BOARD C GYP G PSUM KEYNOTE REFERENCE C HB HSE BIBB d HM HLM AL d HORN H RIZONT HT H GMT W HW H WATER INT NT !FEF ATION ERIOR JT INT G•I�'- LLL������...111 LLV IRATE FT HAND y,. } U MAS MAX MB MECH MFR MIN MO NTS OC OSB P PERF PLAM PTD PTRT PWD RA REF ROHE REO'D RH RM RO Sc SIM SUSP SV T&G TEL TOM TOP TYP VERT VCT W WC WD W/0 WWF MASONRY MAXIMUM MACHINE BOLT MECHANICAL MANUFACTURER MINIMUM MASONRY OPENING NOT -TO -SCALE ON CENTER(S) ORIENTED STRAND BOARD PAINT PERFORATE(D) PLASTIC LAMINATE PAPER TOWEL DISPENSER PAPER TOWEL RECEPTOR PLYWOOD RETURN AIR REFERENCE REINFORCING REQUIRED RIGHT HAND ROOM ROUGH OPENING SOUD 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 ARCHITECTURAL SYMBOLS BUILDING SECTION REFERENCE LETTERBUILDING SECTION us - u Ale REFERENCE DRAWN WALL SECTION REFERENCE 1 _ WALL SECTION ez9 REFERENCE SHEET WHERE DRAWN DETAIL SECTION OR 17 ENLARGEMENT DRAWN A91 AS DETAIL 17 ON SHEET A9.1 p DETAIL SECTION OR ENLARGEMENT DRAWN AS DETAIL 2 ON SHEET A9.1 WALL PARTITION RE TYPE REFERENCE EQUIPMENT NUMBER - SEE SCHEDULE WINDOW TYPE REFERENCE h 9 -O A.F� F. ELEVATION INDICATOR - NEW COLUMN LINE DESIGNATION " - EXISTING COLUMN LINE DESIGNATION t2 KEYNOTE REFERENCE MATCHLINE MATCH LINE SEE SHT. A2.3 REFERENCE WALL ELEVATION DRAWN 101A AS DETAIL NO. CM SHEET AS NOTED x M STORAGE ROOM NAME & NUMBER 01 DOOR NUMBER SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR SYMBOLS AND SCHEDULES EMISSION 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 CODE STATEMENT BUILDING CODES 20121NTERNATONAL RESIDENTIAL CODE ERIC) HATH Gtt OF WHEATPol1GE AMENDMEM6 20121NTERNATIONAL RESIDENTIAL CODE (IRC) HATH Gtt OF N'HEATPoDGE AMENDMENTS 20121NTERNATIONALENERGY CONSERVATION CODE BECC) N4TH VMEATRIDGE AMMENDMENT6 CITY OF WHEATPoDGE, COLORADO BUILDING DEPARTMENT DESIGN CPoTERIA ROOFGROUND SNOW LOAD: 30 PSF I lMNI] DESIGN: 105 MPH (35ECOND GUSTS) EXP06URE'B' SEISMIC DESIGN CATEGORY: IINVEATHERING: SEVER&FROST LINE DEPTH 36' TERMITE: SLIGHT+AOpERATE I DECAY: NONESUGHT I VANTER DESIGN TEMP: 1'F AIR FREEZING INDEX: W21 MEAN ANNUAL TEMP: S0.5'F I CLIMATE ZONE 5 HEATING DEGREE DAYS: 6.200 OCCUPANCY GROUP IRC TOVMHOUSE PER SECTION 1012 TYPE OF CONSTRUCTION IRCTOVVNHOUSEVATH MOURUNIT SEPARATION WAtiVER SECTION R302.2 FIRE SEPARATION DISTANCE REFER TO SITE PLAN FROM ENGINEERING(GV%ENGINEERW I ALLOWABLEHERGHT MAXIMUMHEIGHT=504TPERZONINGTYPEI IOV- 1. NUMBER OF STORIES 2 STORY VATH POST TENSIONED SUB - UNITS SPRINKLER SYSTEM NONE FIRE ALARM LOCAL SMOKE DETECTORS PER DWELUNG EMIT REQUIREMENTS UNIT AREA TABULATION wUNITB FINISHED MAIN LEVEL 676 SF. FINISHED UPPER LEVEL 849 SF.(904 TOTAL LESS 55 SF. STAIR S) Q-8 Come UNFINISHED MAIN LEVEL 65261.(2 -CAR GARAGE OF 425 IF. COURTYARD OF2 ] TOTAL 1.525SF.HABITABLE-G52SF.UN •2.177SF. UNIT AREA TABULATION = MIT C FINISHED MAIN LEVEL 735 SF. If FINISHED UPPER LEVEL 1,039 SF. (1.116 TOTAL LESS ]7 I UNFINISHED MAIN LEVEL 577 SF. Lb R GARAGE O TOTAL 1,774 SF.HABITAB-]]SF. FINISHED= ACCESSIBILITr kar BC CHAPTER 11 AN NSI 12 SELECTED UMTS IN THI MEM yNLL BE VI IT BLE TNAD(2) STORY UNITE 1 POINT) FOR A TOTAL OF ].1 SECT.32CI TS AS OUIRED 12 POINTS ON TANS PROJEC Qi jst��tQ Q �( PER IRC SECT. 320.1 STATE OF COLORADO REQUIRED: 18 TOTAL MVEIM 119991 AB 1221, ARTICLE 1 TRANCE TO V{SITABLE 4NITS SHALL BE PER SECTION 10056.. AL1 ].1 ?T".I"'AA^?`" "'+7 or of GENERALNOTES I _V fiance ---?)2,3]lq 114 87 w y 4" Ar e. EET INDEX ARCHITECTURAL FLOOR STRUCTURAL BRAGNG PLAN NOTE: REFER TwwA,RCHII�TEC__TU``RAL SITE PLANAD. FOR VISITABLE UNIT LOCATIONS. �IM�]WL�S LMITNOS.1.4.5.7,8.9,10.11,14,15. 16 pND 1] aelnan 12 On S �,, " f arlty to Vk9w or dance/ the Pnveyont aJ tM ands orNxhm "-ft" V* City aha rat be wood 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 APPROVA:.S PRIOR TO CONSTRUCTION. 3. SUB -CC 4TWOR TO OLAMINE AND VERIFY DIMENSIONS AND CONDITIONS BOTH ON THE PIANS AND IN THE FIELD, AND BE RESPONSIBLE FOR ANY ADJUM04TS AND/OR CORRECTIONS. 4, CONTRACTOR TO PROVIDE : SEALS REPORT SITE PLANS MANUAL J, D, & S FOR MECHANICAL EXACT SPECIFICATIONS COLOR SELECTIONS LANDSCAPE PLANS FIELD SUPERVISION 5. FOUNDATION DESIGN AND SOILS REPORT BY COLORADO REGISTERED ENGINEER SHALL BE ON HAND AT TIME OF INSPECIION.(CTL THOMPSON, PROJECT NO. DN49, 768-120-R1 DATED JANUARY 8, 2019. 6. AIL DIMENSIONS GIVEN TO FACE OF STUDS - 3-1/2' OR 5-1/2' WIDE U.N.O 7. ALL WINDOWS SHALL BE WGTHERSR6PPED AND DOUBLE INSULATED LOW -E GLAZED, WITH TEMPERED GLASS AND SLIDING DOORS AND AREAS SUBJECT TO HUMAN IMPACT PER 20012 IRC. B. ALL EXTERIOR DOORS AND DOORS LEADING TO UNHEATED MEAS ABOVE GRADE TO BE WEATHERSIRIPPED. 9. INSULATION - MINR-TWENTY ONE (R-21) W ALL EXTERIOR WALLS MIN R -FORTY NINE (R-49) IN ALL ROOF MEAS MIN R-THIRIY (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 AIR FOR POWERED -VENT FURNACE AND WATER HEATER AS PER MFR. SPECIFICATIONS. 11. DRAFT STOP ALL POCKET DOORS AND FLUES. VENT ALL EXHAUST FMS 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 ROT PWS & ELEVATIONS. 14. STAIRS 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 i'. PROVIDE 1' NOSING. ALL STAIRWAYS SHALL COMPLY WNH 2009 IRC SECTION R311.7. MAX RISER HI. - 7 3' - SEE R311.7.1 FOR ADDT INFO. MIN. THREAD DEPTH - 10' - SEE R311.7.2 FOR ADD'L INFO. HANDRAILS SWILL COMPLY W/ R311.7.7. EXTERIOR STEPS SHALL BE 12' TREADS. 15. ALL TUB AND SHOWER ENCLOSURES TO HAVE J' CEMENT BOARD TILE BACKER WITH FIXTURE PENETRATIONS SEALED. 16. PROVIDE r TYPE 'X' DRYWALL UNDER STAIRS IF SPACE IS ENCLOSED. 17. PRIMED DOWN SPOUTS TO HAVE 5'-0' EXTENSIONS AT GRADE - TYPICAL g�$�o d$vvT Z�R�€ 18. ALL EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPERABLE AREA OF 5.7 SO. FT. WITH A MINIMUM HEIGHT OF 24' AND MINIMUM WIDTH OF 20' FINISHED SILL !EIGHT SWILL NOT BE MORE THAN 44'. 19. FIREBLOCKING - RE: SECTION 6.5 ON SHEET AGA 20. CLOTHES DRYER VENT DUCT SHALL HAVE A MAXIMUM DEVELOPED LENGTH NOT TO EXCEED 25-0' FROM DRIER TO THE OUTLET TERMINAL THE MAXIMUM LENGTH OF THE DUCT SHILL BE REDUCED 2 i FT. FOR EACH 45 DEC. BEND AND 5 FT. FOR EACH 90 DEG. BEND. THE EXHAUST DUCT SHALL BE A MINIMUM OF 4' DIA THE DUCT SHALL TERMINATE OUTSIDE OF THE BUILDING AND SWILL HAVE A BACKDRAR 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 MANI SPEGFlGTIONS. - MAX MIXED WATER SETTING TO BE 120 DEG. 22. FOUNDATION WALLS SWILL EXTEND ABOVE FINISH GRADE WITH THE FOLLOWING DIMENSIONS & APPLICATIONS A) BRICK/EARTH SEPARATION = 4' B)STONE/ENTI SEPARATION = 4' C) STUCCO/FARTH SEPARATION = 6' D) SIDING/FRAME (WOOD)/EARTH SEPARATION = 6- 23. ALL FIREPLACES, WOOD BURNING STOVES, AND CAS LOGS MUST BE LISTED BY AN APPROVED TESTING AGENCY (I.E. UL OR MSI). INSTALLATION MUST CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS. WOOD BURNING FIREPLACES ARE NOT PERMITTED UNLESS FITTED / GAS LOSS, OR AN ERA PHtSE If INSERT 24. FIREPLACES ME NOT PERMITTED IN BEDROOMS UNLESS EQUIPPED WITH AN 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. 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 DWSTNG 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 SUSTEMS SHALL BE EQUIPPED WITH A MEANS OF CLOSURE AND SHALL BE AUTOMATICALLY CONTROLLED TO START AND OPERATE SIMULTANEOUSLY WITH THE EXHAUST SYSTEM. RIVERSIDE LEE r THOMPSON 8.1880 c1��sF0 ARG����` 8.15.20iE` - _ DESCRIPTION DATE L )PERMIT SET IMAll,109' 1 PERNTT COMMENT IAL K.AH COVERSHEET A0.0 WI UNIT CL 5-�• UNIT BL UNIT BR ]1 UNIT BL 2Y n UNIT 82 UNIT CR 10'-11;• 10'-10�•1 11 1 188,-1" 10'-1o}• 10'-11r• 13'-5• 8'-Sj• 16'-2r 11'-4- 16'-2I•16'-2�• 11'-3�• 16'-21z• 8' -SI• 13'-5• 22'-f (UNIT C) 21'-81• ((KNIT B) 21'-B!• (UNIT B) 21'-83• (UNIT B) 21'-8!• (UNIT B) 22'-4• (UNIT C) 22'-44' 133'-D• MAIN LEVEL FLOOR PLAN - C -B -B -B -B -C SCALE: 1/8" = 1'4' 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 BUILDING UNIT N0./TYPE MAIN FF GARAGE /UNIT TRANSITION NO. OF RISERS DETAIL GARAGE GARAGE SLAB@BACK SLAB@BLDG OF DOOR EDGE SOUTH i/C 511 J.13 11.51 (159') 3 1/.HR 11.12 COQMUIE TMH GRDNG RAM W/i'W 1'. 021' O.C. SOUTH 2/8 5113.13 119 (1.23') 1 3/16.19 HIM 11.M SOUTH 3/13 5113.13 11.12 (.71') _ 1. 3/16.19 12 11.98 SOUTH 1/B 511313 1216 (6I) 2 3/16.19 12.0,1 12 SOUTH 5/P 1NIWW66. WG Com`"' 11P� W4 CSL" - 1 (4. 11P� � NEG A 11P� 11PE. � SOUTH 6/C 5113.13 Q ISI 1 _ 1211 ® �����/����i/���•���� 7/C 5113.11 11.51 (1.59) NWE: � WG % HAI 11.3 MIDDLE 8/B 5113.13 11.90 (1.23') 1 r JM- -1 mma�a��i Ej ,,Y� � , N.- ���� �■■� I �► 5113.13 12.12 (.71) 2 �iIL• In --i -- '�► • 'ice MIDDLE IO/B ��� � �'__ �I' ���::, 2 311a.19 ....�, 12 MIDDLE 11/8 -- .�\\..,� eo _ oe eo _ 'oe �� MIDDLE 12/C mil■�. + 1 4/1619 12.11 12.1 NORTH 13/C 5112.7 12.35 (W) 1 1/16.19 11.11 12.1 NORTH 11/B 5111.7 12.30(46)1/m.19 1 1 W uER 26RF: OlKRN1MPLM1 SED 1191 fi ii!♦ ii iii 12.18 (527 I 1/16.19 11)1 11.7 NORTH 11/1 51127 11.75 (95) I � fi _■■ � © � IIS_ ��: � q,� 5112.7 I- (1.15) 2 3/16.19 1131 11.3 VISITABLE�-- 5112.7 1116 (1.21) 2 (/16.19 w. 11.14 11.1 I � _n •' � .. .. �©m ' ., _ II SII m .. = .. Il II �IIIIIBill��II _ llrm' _ 11 11 ® m - 49 I ®V IfI--_ UNIT CL 5-�• UNIT BL UNIT BR ]1 UNIT BL 2Y n UNIT 82 UNIT CR 10'-11;• 10'-10�•1 11 1 188,-1" 10'-1o}• 10'-11r• 13'-5• 8'-Sj• 16'-2r 11'-4- 16'-2I•16'-2�• 11'-3�• 16'-21z• 8' -SI• 13'-5• 22'-f (UNIT C) 21'-81• ((KNIT B) 21'-B!• (UNIT B) 21'-83• (UNIT B) 21'-8!• (UNIT B) 22'-4• (UNIT C) 22'-44' 133'-D• MAIN LEVEL FLOOR PLAN - C -B -B -B -B -C SCALE: 1/8" = 1'4' 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 - RIVERSIDE UNIT AND GARAGE SLAB ELEVATIONS BUILDING UNIT N0./TYPE MAIN FF GARAGE /UNIT TRANSITION NO. OF RISERS DETAIL GARAGE GARAGE SLAB@BACK SLAB@BLDG OF DOOR EDGE SOUTH i/C 511 J.13 11.51 (159') 3 1/.HR 11.12 COQMUIE TMH GRDNG RAM W/i'W 1'. 021' O.C. SOUTH 2/8 5113.13 119 (1.23') 1 3/16.19 HIM 11.M SOUTH 3/13 5113.13 11.12 (.71') _ 1. 3/16.19 12 11.98 SOUTH 1/B 511313 1216 (6I) 2 3/16.19 12.0,1 12 SOUTH 5/P 5113.13 12.5 (63) 1 1/15.19 1208 12.01 SOUTH 6/C 5113.13 ED% (51) 1 1/16.19 1211 12.1 MIDDLE 7/C 5113.11 11.51 (1.59) 3 I/I8.19 HAI 11.3 MIDDLE 8/B 5113.13 11.90 (1.23') 1 3/A619 11A4 111 MIDDLE 9/B 5113.13 12.12 (.71) 2 3/08.19 12 11.96 MIDDLE IO/B 511113 12.16 (67) 2 311a.19 1201 12 MIDDLE 11/8 5113.13 12.50 (.6T) I 1/M.19 12,011 12.01 MIDDLE 12/C 511313 1256 (Sr) 1 4/1619 12.11 12.1 NORTH 13/C 5112.7 12.35 (W) 1 1/16.19 11.11 12.1 NORTH 11/B 5111.7 12.30(46)1/m.19 1 1 W uER 26RF: OlKRN1MPLM1 SED 1191 119 MONTH 15/8 5112.1 12.18 (527 I 1/16.19 11)1 11.7 NORTH 11/1 51127 11.75 (95) 2 3/16.19 1151 115 NORTH 17/8 5112.7 I- (1.15) 2 3/16.19 1131 11.3 NORTH IB/C 5112.7 1116 (1.21) 2 (/16.19 w. 11.14 11.1 PLAN NOTES - PLAN NOTES. $ ., S C0NCRETEAND,-,4 RY I NTERIOR TRIMAND CABINETS do A ^ ^_ � � ^ I DO WIDI OR NINE. O M.PVN WD ONE ME %ELF ONE ROD AT E' , NEW ^ PER PCON Its) 13YAl16HUY ROPE = 1:10 (SS) PER IHSH AI I7A Z O TWO MDF WLM MD 1W0 RODS AT 1Y ARD & NF, R: UNIT P COQMUIE TMH GRDNG RAM W/i'W 1'. 021' O.C. wg CO4CRIE RRCH/1"Oo ® FNE(5) ECULLY SPACED MOF SELVES. RE: RAH FOR SME, RE: UNIT P 2-ISIGHI PER PUN k DETAILS 57 OPIG NLL 1W0(1,MHOF SxELVCS 180.E -HER/- -R: PWI UNIT =J' -TWE =J' RR FOOT (I.) -PRDWOC 11's 6 11' O.C. p ANO(1l ) "'K: 13 FOR OF V8 FPW[0 LOWNOFES E: UNI PVl1 ,- ; F, F ^ p'ICP TDP OF FOING7ION WNL IT NUIHUD COOK RRRPoE1/CML ® WJDIWI AT 31' ... 10 30' -Du . LINE E SIM NOSNC, RE: UNIT PVN ^ J INN RRIDN 9EHEER. M ELEVATION ® W1F WNL NIM CM E N MIL AT 36' NNNUY ABOE SM NOSING FLOOR WTIN RVL WNL OPIKt!' 2'a' ANIISRRS63 SPICED SUCH 1HIT A 1' IXYEIER SPHERE I>HOT PASS THR010 CmDUL MERGE-a'.1z' ID r -5nwx ETN 11 ENIRr D-rW ^ 10 OPT- NTERHAFE - FROM BRICK AND PIERS , RE: PIS FOR SRES 61 VMmNK ^ J (RR.D) 62 PA PIPETS 63 IPPER GBOER FRA!AING 6W LOWER CDBRETS MEL RAN (UXPPoKO)R: iPNRNG RAN- (RRGTUPII) 11 I (' L.. SOW mDOOR W/ SOL, 10 65 OPIIwYd UPPER GBNDS 66 OP ONIIL LOWR CABINETS fflF-EOSCR(OGARCE® DNR) k ffU-UICHINC E THRESHOLD 11 STEEL BUN RE FPILNG RM(SIRUCILNL) W 67 Rxw WHIN ENDED TOP FOR SEWE NMN MO NBBES ARGUE 12 LINE OF FRMNG IBDVE �\ l�- Q O W ® NNOOW SU WHICH DLITE E -KENN 69 P- E- R: 1/16.11 u LINE a saFR/ERN 1BDE ]O GRE-OPIIONN R: 6/M.11 RNRS PTH =10'W/ 1 15 wMMJY iRUD EPD C 0' NC wN (' HOSING: uxwUu MUD QUFMCC = E' MISCELLANEOt(S ITEMS T WESOR RXONG RPVN/ELEVA11G5 16 1111. WILL (UNDER -.a) 1'.1' CEDW POSTS NNGTED CIN RAV I) a ]2 10' NM DEPTH WNCREIE OCCURS RR CNE DRINIXGS 5 I -D OPEN. IS611I(S� cc 18 I' I1PE 'K GYPSUM B(MO AI NGIRMi L MLLS N CEILINGS IODONE FOR RIMING PBAY SD FOR RD. GLA55 DOORS BOLI( ALL STRUCTURE SUPPORNw EDIIG vDINAR ]3 (WITH OKRGD DOOR - TEMPERED LUSS -ILS) O � J O i l Q Lu W 19 18' RAISED FRAMED PUTFpRu w/ 12' HSDE BOND ECMxG ]4 B UNIT µDLOFT [x�RGE EOSET IN MISTER 70 ffpE�� 3 DHUDERD OPENING FOR SORNE ACCESS CUNT LORI OPTION: RENOK DOOR 10 REOROON 3 75 ND DO" DOD',URN ND E09ET N/ OPEN RNL 21 22" . 30" ATTIC ACCESS zz -H, DU.- WNL (WTD) H.v.A.C. AND FIREPLACES OP- EEERG PEPVtE MODERN -S 21 MODEL LFV1015-SH. HS LL PER MON. SEEM 21 Z NOLO NRR1N0D• ==TO NGY GENERAL NOTES Q 25 FORCED NR UMF - HR EFFCEHCY DOECI VENT 1, WEROR EW D STEEL BULLS To E EP EMPRILEO AHO HOT WILD 1 1 W uER 26RF: OlKRN1MPLM1 SED 1. NL Garth OODR 1IYB5 OAC FIER CENENI 2] R: DUE METER E RNL RM SI[D 3. - BOUND d W R. FAYN FFSI IM RSINL wNDOW k SUING SOMI 2D8 NR NNDIIMR L.U. ON 36' . 36' P.IO :J RE FML RMS 1, I- FIRER CEMENT EXIEISgx TPoM UNDER Nl DOOR I-- NE -2 2D9-1 FOR I/C LINE ENETPA106-KND IOGTIOX IN DEID 5. PNM RCHWILN SOON ROOTS NL GARNE RIR$ 3 (A -P) I LL- W O v W Q �- ^ PLRt4BIN„PATHHARDWARE ANDAVVLIANCES 31 NWR NU1ER - 1qI OFF"NCY POWER ELECT VENT DPEDES"L IIVATEtt DWATER EDRI W, 24'. 3D' CHEW SPACE D12• HHRH M-. LATCH LENGTH OF vA m W . N' 1118 SHOVER W/ TEE TO 71' MIOME FINISHED FLOOR J N' . 60' SMWER RAY w/ 11 RI1wO GLASS ODORS "✓' TOWEL BW J LOAD. RING �l W RESSED M -INE GHRT OD --/- -.a NTH (OFiKKUL RE -W FROM WE) 4!1 TOILET PIPER IDLER 1K2 DUKE[ SINN MRH DISPOSII 4 a - 4D4 RFFAIG-OR SPICE W H GE -R HE J OPEN/RAHE WITH HWD ABOVE wAsnxwATER/- -D INTO - AND 1� UFYER SPACE WITH RECESSED VENT 30% AND 1' DAMON DUCE 10 OUTSIDE J; OPIIOW UH -7 5NN 'J FROST -PROOF NOR SB9 NTH - FLOW PREVDNER AD FLOOR DRNH 5D1 DROP SILK AS ROURD - Po R ROUI(MNN LEVEL) (Ksomc) 2 LDF 51E M 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 + LEEF. THOMPSON *' 8.15:201&� DESCRIPTION I DATE BID SET RERN9 PERMIT SET IN, IDIS City or "Meat Ricfge = 6 8 B B C BLDG. PLAN RIVERSIDE A1.0 %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 AND MAUSNCNRI � WINNN f N(PxME)R W ROFiONMN. (IAT 171 WREL, MM V/i 4i 014' 0.C. SEOPE -j' PLA iMT (1x) -PROAM H'. o a' oc. EDGE R SUB DROP 1M M -I— WNL A RERHFAD DOOR PEP SiRLT./GIRL THIN DEREK TENDER. RE: ELEVATION OPIIOILIL NTERI\lE -6112' RDUCH-SAwx DEAY AT EMTO CNAM OPIKKYL NTEf NATE - REY0.E BI IND PERS (RESERTEO) FEAMINC DMEL BUN (LN—ED)NE: FNAHNG PLAY- (STRUCNRN) 10 I j• iNK SRA DERE DOM W/ SEN. SELF-ROSEF(oGWDE MlY) 8 SBE-LAINK tr THRESHRD 11 STEEL SEW RE: FNHONG PUN(SIRUCTURN.) 12 LINE M FLAYING IBRO 13 LINE M FRWING ERM ,4 LINE DF WEEI/DFNA IBDVE SHIRRS: YA%NM RISE -71', ,5 .—TREND DEPTH -10' W/ YN (' NOSRIG; uNYUM HEAD CLFANAWX = BB' 16 ]4)'LM WNL (ADDER COONRR) 1�7 FRWED MMNG T m` 'x ,� L STRKTUIE SUPPORT LLNG 1ELBRME 79 IT —0 HONED —HO M W/ 12' 1MAOE N41A DRStpG 2iD0 HFAMF[➢ OPERNG FOR STOAN£ ICCL4 2, ZI' I M' AM ICCESS 2 -HR DEMISING WL (W10) H.VA.C. AND EIREPL4CES -1 MRAN& ELECMDC FIREII MODERN FUYIES ®. L, �. , � = � r�� � . L__ ,� r� � • , ��jl �I •;111 ) IIS — - ■III WL' I�� ��, � I�f� f�f�i _ _MCA � III _—_ SII %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 AND MAUSNCNRI � WINNN f N(PxME)R W ROFiONMN. (IAT 171 WREL, MM V/i 4i 014' 0.C. SEOPE -j' PLA iMT (1x) -PROAM H'. o a' oc. EDGE R SUB DROP 1M M -I— WNL A RERHFAD DOOR PEP SiRLT./GIRL THIN DEREK TENDER. RE: ELEVATION OPIIOILIL NTERI\lE -6112' RDUCH-SAwx DEAY AT EMTO CNAM OPIKKYL NTEf NATE - REY0.E BI IND PERS (RESERTEO) FEAMINC DMEL BUN (LN—ED)NE: FNAHNG PLAY- (STRUCNRN) 10 I j• iNK SRA DERE DOM W/ SEN. SELF-ROSEF(oGWDE MlY) 8 SBE-LAINK tr THRESHRD 11 STEEL SEW RE: FNHONG PUN(SIRUCTURN.) 12 LINE M FLAYING IBRO 13 LINE M FRWING ERM ,4 LINE DF WEEI/DFNA IBDVE SHIRRS: YA%NM RISE -71', ,5 .—TREND DEPTH -10' W/ YN (' NOSRIG; uNYUM HEAD CLFANAWX = BB' 16 ]4)'LM WNL (ADDER COONRR) 1�7 FRWED MMNG T m` 'x ,� L STRKTUIE SUPPORT LLNG 1ELBRME 79 IT —0 HONED —HO M W/ 12' 1MAOE N41A DRStpG 2iD0 HFAMF[➢ OPERNG FOR STOAN£ ICCL4 2, ZI' I M' AM ICCESS 2 -HR DEMISING WL (W10) H.VA.C. AND EIREPL4CES -1 MRAN& ELECMDC FIREII MODERN FUYIES 1-1 HON -%W AS TKAO M FOSS&E TO WCI 25 FRiCED PA 0NR HIEN EFFCENCY DIRECT VENT 26 GA5 u1110 RE: OVERNL PLAN SHEET t8 NR COHRIAHER CY, M 36" m P CML — 29 SCFF11 FOR A/C LK PENDEVIMS-VERIFY LOCATION IN FIELD (RESERrfO) PLUMBING, BATH HARDWARE AND APPLIA,IC ES 3/ WATER IMM - HI EFFICIENCY MNER OIRECI PENT 32 11XSTN —1- D3 WAAP ROSEI W/ 24' I 30' REM SPILT 42* THIN WRROR, WTM LENMI M VANITY 35 30' a W' TLB SHMTR w/ TEE TO R' ANNE FNIAED RWR DJ4' A W SMNEII USE W/ T.G. SLIDING GUS6 DDON6 31 TME, DIR EMIL RING ;_� RECESSED.EDI DMEW AINTONO/VAWIY HUNTER WREN (0EFOIk REYWABI TIME PANEL) 4, THEE PIPER —11 42 DOLIRE SINN WHIN RSPoYE 43 D9 SNER RERM — SPICE WTM ICE NMER LINE 4O, M1111 M'GE WIM IAM ABOUT Ll NITER/MIWR PRESSED NEO WALL 47 ROEA SPACE TITIN IE.— VEM MX NA 4' DNATER DJCT TO WISIDE 48 -KDW ML. SINN 49 F --PRN NOSEENEtH BMS, RM PRLVENiER ® FLOOR DRV. 51 DRIP MILK AS REWIRED - NEWDER ROOY(WNN LEVEL) 52 (PEsfRVED) n 1 2 uM SHELVES NOTES: PLS. REFER TO UNIT PLANS FOR FLAG NOTES OF INTERIOR PLAN NOTES - INTERIOR TRIM ANF CAST NETS 59 ME Ha SHELF AND ONE ROD AT 6B' ME.. R::UW H.WI 5 INTI YR SNUTES AND TRO RODS AT 42' AVD B4' NF.. RE: MET PLV! WD FM(5) EO Y SPACED III SHELVE$ RE: RIM FOR SDE, RE: MIT PUN 57� DFTX TWI(2)NDF SEIELTE5 AEOrE wA91ER/MYER -RE: INN PUN .....HINDFIE AT W ...L. TO 3B' MANIYUY IB7.E uE or SIAM NosNc, RE: uHi Pux HAtf WN1 WITH W } N00D RAIL AI ]6' L.NIMUM ABBE SNP NOSING M HNISTED NOM WM WL w MIIMS 212' MUSTERS J VNAY, R: PINTS FOR EWES BJ2 W. U9METS 9 UPPER URRUS LONER MWTS MIONIL MRR UBNDS OPIIRBL LMER (ARNI S 6^J7 BENCH NCIH TINGED TM FOR MFF MN AND CLBBES IBRD wIHAM SUl IB' HRI 6� PARIYX.YI EAMSAN RE: 3/412 GA7-011IM& RE: 6/AG11 MISCELLANEORS ITEMS 72 10' Lex DEM CONCRETE STEP(S) M MCMC RR CML DRAWINGS 1' YOI. RISER RE - 73 (NNIEjHFUMEPofW WOOF NOT. NOT. GRASS PI .) 74 B MIT LRT OPFOR, REYOV,E MOR TO SEDROM ] AEA ENLME CLDSD N VASTER BEMMII. C UNIT LRT OMAN: KNM DOM TO BERN J 75 lD TOM DOM. LNM IND ROSE1 w/ OPEN R4 GENERAL NOTES INFERNOR EX D STEEL BEAUS TO BE LEFT NPRNDD AND NOT WED NL MN E DOM JAWBS IRE FIBER CEMENT WRN BJttpwG tr INSTALL FASIN F. AND INST. MXRIW tr SIXVG SE -D NSIALL FIBER CEYENI E%RNSAN 116M UNDER NL DDDR TNESHRDS FAN RE— FROM FLOORS IND MRNOE STNRS # LEE �' TFIOMPSON 'k e-1880 �� o�ys'D AR�����` 6.152079« DESCRIPTION DATE BID SET It818, d79 PERMIT SET lazz. 9 City of Wheat Ridge Building Divison PROJECT DATE 18709 DEC.7 201 DesigMDRawn CHECKED B LW LW DT Sheet C B B B B C BLDG. PLAN RIVERSIDE A 1 . 1 (PLAN PROFILE I o1 1 1E'-4)' 1 01 1 C -B -B -B -B -C NORTH SIDE ELEVATION (UNITS 7,8,9, 10,11 AND 12) SCALE: 1A8'=1'-0- SOUTH SIDE ELEVATION (UNITS 1,2,3,4,5,6,13,14,15,16,17 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: ve =r -o" SOUTH SIDE ELEVATION (UNITS 7, 8, 9, 10, 11 AND 12) PLAN PROFILE q C -B -B -B -B -C WESTSIDE ELEVATION (UNITS 1 AND 13) sCA�-o EAST SIDE ELEVATION (UNIT 12) PLAN PROFILE FTI %44� C -B -B -B -B -C EAST SIDE ELEVATION (UNITS 5, 6, AND 18) SCALE: 178"=1'-O WEST SIDE ELEVATION (UNIT 7) REFERT031A3.OFOR DETAIL REFERENCES HORIZONTAL IAP SIDING WITH 4' EXPOSED BOARD oS�'Sg ELEVATION KEYNOTES m g (30 YR.)RUSRCATED COMPOSITION SHINGLES PRIMED GUTTER OVER 8'x J'FASCM BOARD - GALVANIZED METAL FLASHING AT ROOF, WALL AND P HORIZONTAL IAP SIDING WITH 4' EXPOSED BOARD DECORATIVE METAL BRACKETS da HORIZONTAL IAP SIDING WITH 8' EXPOSED BOARD j F PORTLAND CEMENT HARD COAT STUCCO PANEL SIDING WITH METAL CHANNEL REVEAL p VERTICAL WOOD SIDING THIN BRICK VENEER 1 1 1 8' THIN BRICK SOLDIER COURSE THIN BRICK ANGLED ROWLOCK —J I 1 1 HARDBGARD TRIM STUCCO TRIM OVER FOAM u Q Q CC GABLE END VENT (DECORATIVE) CONCRETE PORCH/FARO 0 ]'/FT. SLOPE MINIMUM Q 0 OVERHEAD GARAGE DOOR (16' x 7') --- �— J PROVIDE DOOR OPENER WITH 6' CHORD. 0 0 TEMPERED GLASS SLIDING DOOR W w BOARD AND BATTEN SIDING _ METAL FLASHING F) HORIZONTAL DECORATIVE BLIND LOUVER CC THERMA-TRU PULSE 8' ECHO 5 -LIVE S85RAX DOOR Lu BLACKENED OUT WINDOWS - RE A6.18 HORIZONTAL CEDAR SLAT FENCE Q (NOT SHOWN FOR ELEVATION CLARITY) LL METAL ROD AND FRAME GATE-OPDONAL (NOT SHOWN FOR ELEVATION CLARITY) 1 1 1 0 BELOW IS FOR DEDUCTIVE ALTERNATE DESIGN OVERHEAD DOOR WITH FIXED Q (— TEMPERED GLAZING IN ALL PANELS (UNIT B=9D80 / UNIT C=9080) OPTION - ADD ALTERNATE l 1 1 F 5'X12' ROUGH -SAWN BEAM AT ENTRY CANOPY OPTION ADD ALTERNATE 1 1 1 BRICK AND PIERS ENTRY FEATURE- OPTION ADD ALTERNATE W RIVERSIDE t LEE THOMPSOEd 8-1880 ti c��SFD 8.15.2019« DESCRIPTION DATE BLDG. ELEV(ALTERNA-FE) A3.1 11 rA5.002 � I I I I I I I I I d$VV" ■ £�m8� Ir� r�A5.00 / w 1 A5.00 z, I 1 I = I � CJ1 � d I I I I �■ �� u u i u u LJ j LJ i I I �1 BUILDING SECTION: BUILDING C -B -B -B -B -C 11 LIU SCALE: 1 /4" = V-0" 3 SE( city of ,n��t�at RlfJ9@ U� W W � 0 � W Q W W O pC U W 1 e 1 0 W ENNIS p # LEE THOMPSON *� B-1880 ti AR��'���` 8,1530191 - Al DESCRIPTION DATE BID SET lalk2m PERMITSET ImmulS C B B B B C BUILDING SECTION RIVERSIDE A4.0 • � ® �1 � � ��1 I� i .I �I �, I 1 � I I. �� ®q 1� ®■ I ®■111 I �'. li I 1 Ifi ® ili I I I �I I� I� I� I � I II ®d ®1 � ®nll ®11 II: � 1 �-� 1 Imo■ � 1 ■�,-1 �� �,■�I 1 �■., i1■�w� IF ;;�■# �■`i :;www: ® FLR. I alm IN u u i u u LJ j LJ i I I �1 BUILDING SECTION: BUILDING C -B -B -B -B -C 11 LIU SCALE: 1 /4" = V-0" 3 SE( city of ,n��t�at RlfJ9@ U� W W � 0 � W Q W W O pC U W 1 e 1 0 W ENNIS p # LEE THOMPSON *� B-1880 ti AR��'���` 8,1530191 - Al DESCRIPTION DATE BID SET lalk2m PERMITSET ImmulS C B B B B C BUILDING SECTION RIVERSIDE A4.0 8.473 PROPOSED FUTURE CONNECTION TO ADJACENT CLEAR CREEK TERRACE TOWNHOME DEVELOPENT. 2 - WOODEN POSTS AND CHAIN W/ R11-2 ROAD CLOSED SIGN INCLUDING KNOX PADLOCK AND REGULAR PADLOCK. AFPD TO REMOVE AS REQUIRED FOR EMERGENCY VEHICLE ACCESS TO HAMMERHEAD TURNAROUND OUTLET STRUCTURE SEE SHEET 22 1' CURB ,U1 11.0 p 11.02 LP M MH -MH -2 (FLAT TOP) STA: 2+49. �4� DIA MH ELEV=5411.1 _ _11.36 • 3' TRANSITION TO • FULL -HEIGHT CURB I 11.63 1.98% 11.55 i--11.57 SPILL h CURB h I SID ALK 5 E I 11 45 �1 11.77- 11.77- :11.74 7 I 11.77- 11.74GS 11.85- 11.59- 11.53- I 11.30 LP-� Jf STM I INLET -AD -1 18" DIA. W/ DOME GRATE EX. 5' D.U.E. REC. NO.: 11.741GS F1693798 ^ TM M -ADO-4 ' DIA MH� 1.91 T 0.13 BW RETAINI / 9. DRAIN -- _. _ _ SEE SHEETS 12" DI 1 & 18) - r 8 TYPE C 1 STM INLET - O -` \ 18" DIA. DB, 1 W/ DOME RA 5413.13 - e \ ° PRIVATE DRIVE B a I a� N O--74 5 0 14 � N awg�-E \ S l .67 FL 12.00 12.2 c tc o a is 00za 0 WE �- 10.82a10.46 TW �ww W 44TH AVE �J--_.._.......... ._. .... ........._.._.. _-__--_ N L e.5z BW ( IN FEET I �� 123 KEYMAP r -10.0 11.28 11.11 HP I I 1 ince - 10 It, N.T.S. - N. INLET-ADO-5 0.3 10.85 12.29 422 12.23 12" INLIryE DRAIN 0 U 124" �;ll 12" TEE N 2.41 4: 1 I 12, M 1 S "1 _ 10.00 BW DN49,768-120-R7. BY CTL THOMPSON INC. FOR GRADING AND - `sg 11.61 �9 FL t4 K I - -- SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. (CRUSHER FINES z s. Z 19. SIDEWALK 9 b e 0 , z 1 I q�'f-- ERN 2 12.46 12.1( iqg 12.50 12.6 12.5 3 GS .63 GS '�f4 / BDDU UryIDA" 12.3 O - y r - T99g / I 1 - 0 � -_ 7 .94 I I I m SIDEWALK I I 1 12. , I I I j I II I t � A _ �a PROPERTY BOUNDARY 6' WOODEN PERIMETER FENCE , POROUS LANDSCAPE DETENTION POND (PLD) VOLUME = 0.269 AC -FT BOT. ELEV. = 5407.50 100 -YR WSE = 5409.69 (SEE SHEETS 22-23) EX. 10' UTILITY AND DRAINAGE EASEMENT REC. NO.:F1 93798 1' CURB CUT 1LDo� /- 1 11.38 HP 0.67 11.02 LP 7 11 00' R STA: 1+96.38/11.00' R STA: 1+43.00/11.00' R 9 ELEV=5411.55 ELEV=5411.19 ��.. PRIVATE DRIVE C 6" VERTICAL CURB R (ASPHALT) AND 2' GUTTER 11.63 HP - 051Z - 2+00 a T� s to 0 11.73 HP i 11.57 7v' rn o ig GA m o q1 9.^ 0 V V 1 0 13 14 TYPE C TYPE 11 5412.70 5412.70 0 iIDEWALK 11.72 IL 12.10 GS 12.34 CHASE 12.05 12.28 t7e8.25 2 11690FLJ '4'�„Q 1212.31 -11.77 Ey p e1 13 6 �n-72.38'GS 15BLDG. 16 TYPE B 3 TYPE B 5412.70 5412.70 0 0 NO 0 III v®v1 17 18 541E 8 TYPE C 2.70 15412.70 R aROOF DRAIN STM 11 T -ADL -1 Zz 12" DI DB W/ DOME GRATE 7 - r 8 TYPE C ¢ I. TYPE B 5413.13 O 15413.13 *tI__ ❑W CR N M 15BLDG. 16 TYPE B 3 TYPE B 5412.70 5412.70 0 0 NO 0 III v®v1 17 18 541E 8 TYPE C 2.70 15412.70 R aROOF DRAIN GRADING NOTES: y Zz PRIVATE DRIVE C CONNECTION TE - r •`a ..6.933 ME ¢ c a (TYP) O _E ..� CR N c mo b o' 5413.13 - e T¢0 �d ° PRIVATE DRIVE B a LLI 0 a = n31 MAIN NAN E e :1 N O--74 5 0 ACCESS AMP � N awg�-E 6% e d c I 1' CUA CUT S l .67 FL 12.00 12.2 c tc o a is 00za 0 WE �- 10.82a10.46 TW �ww W 44TH AVE �J--_.._.......... ._. .... ........._.._.. _-__--_ N L e.5z BW ( IN FEET I �� 123 KEYMAP r -10.0 11.28 11.11 HP I I 1 ince - 10 It, N.T.S. - ° 0.3 10.85 ST 1+21.00/11.00 I i E =5410.73 I I. y I I 10.97 10.96 1+00 to..) 080 FL I 53 - lO EX. 5' UTIUTY AND -11.39 <, DRAINAGE EASEMENT -11.49 - �\ REC. NO.: F1693798 y 4' SAN MH I 11.9 (TYP) 4'CONC. P�.[J \\ 11.14 (SEE SHEET 11.06 y \ \ I I 11.34 \ \I 10.97 / \ 11.48 \ / 11.51 " �e R£TAININ WALL / (SEE SHEETS I &`8) / �X SIDEWALK / I PROPERTY CHASE I BOUNDARY r I I I I I I v aROOF DRAIN GRADING NOTES: y Zz r ` �i CONNECTION TE - r F TM INLET -ADL -2 9 BLDG. TYPE B 10to�� 2 TYPE B (TYP) O OUuJ W 2" DIA. DB W/ DO CR N 541 .13 5413.13 - e �- ❑ ❑ /VV F- N O--74 12.-33 12.20 GS 12.20 GS12' ; � 12.35 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. S l .67 FL 12.00 12.2 5412 i.3.4-12.31 f2 00za I 5. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF I N ` --12.3311.87 LP �� 123 �I� ! 1.1 - ° 0.3 1� 12.29 422 12.23 WAT J 1.32 ITW- - - - -- - `- 0 U c N 2.41 12.4 ( ) 11.96 TW TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER 12, 11.93 11.93- 12.37 12.37 "1 _ 10.00 BW DN49,768-120-R7. BY CTL THOMPSON INC. FOR GRADING AND 12.3 `sg 11.61 �9 FL t4 K SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. z s. Z 19. SIDEWALK G N e 0 , z 1 W Q q�'f-- CHASE gb12' 2 12.46 12.1( iqg 12.50 12.6 12.5 3 GS .63 GS • 12.3 O - y r - k k r4 G k" Z - 0 � -_ W II \ ( To request marking of underground facilities m SIDEWALK m ul - N CHASE I I _ �a 11 M IN M it III It M All I _ ` GS MATCH LINE (SEE SHEET 16) U) W STM IN AD 3-J GRADING NOTES: 11- Zz 1. ALL SPOT ELEVATIONS AT CURB ARE AT FLOWLINE, UNLESS OTHERWISE 12" DIA. DB W/ ME GR TE Ha a_ Z 9 BLDG. TYPE B 10to�� 2 TYPE B B TYPE C OUuJ W 5413:13 5413.13 541 .13 5413.13 - e 12:2 ❑ ❑ /VV F- 2X -- V � / 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. H Mj w IL a 00za I 5. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF I N - H I I19 m 3 ., W 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES BUILDING PLANS FOR W v w F I- rp LU .. BUILDING DETAILS, SUBMITTED BY THE ARCHITECHT. K `o WAT MATCH LINE (SEE SHEET 16) U) W 1.15011.70 11.3 0 Cc GRADING NOTES: a Zz 1. ALL SPOT ELEVATIONS AT CURB ARE AT FLOWLINE, UNLESS OTHERWISE Ja W ri=i Ha a_ Z I 2. EDGE OF WALK ELEVATION ARE TO THE HIGH SIDE OF THE WALK. LU 0 MAXIMUM GRADE IS 2% CROSS SLOPE ON ALL WALKS, UNLESS OUuJ W 4 Fee OTHERWISE NOTED. LANDINGS ARE TO MAINTAIN 2% MAXIMUM SLOPE. wv 0 J I I 3. CONTRACTOR TO MAINTAIN A MINIMUM OF 0.5% GRADE AT FLOWLINE V > C W0 o p e Z F- W J M g ZZI ._. V � W 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. H Mj w IL a 1.15011.70 11.3 + 2� GRADING NOTES: Q w 1. ALL SPOT ELEVATIONS AT CURB ARE AT FLOWLINE, UNLESS OTHERWISE W ri=i I NOTED. p. t I 2. EDGE OF WALK ELEVATION ARE TO THE HIGH SIDE OF THE WALK. MAXIMUM GRADE IS 2% CROSS SLOPE ON ALL WALKS, UNLESS OUuJ W G = o OTHERWISE NOTED. LANDINGS ARE TO MAINTAIN 2% MAXIMUM SLOPE. IL a h I I 3. CONTRACTOR TO MAINTAIN A MINIMUM OF 0.5% GRADE AT FLOWLINE V > C W0 o p Q'A ,y I I INTO ALL SUMP INLETS. W J M g ZZI ._. 13 o y ro 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. H Mj w IL a 00za 5. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF LU a t: o N ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. H CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. I19 m 3 ., W 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES BUILDING PLANS FOR W v w F I- rp LU .. BUILDING DETAILS, SUBMITTED BY THE ARCHITECHT. K `o 6" VERTICAL CATCH CUUU,,,RIN J 1.32 ITW- - - - -- - `- 0 U N &GUTTER W/ 2' F)AN 18. REFER TO SOILS AND FOUNDATION 1NVES7IGATION FOR RIVERSIDE ( ) 11.96 TW TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER I- 10.00 BW DN49,768-120-R7. BY CTL THOMPSON INC. FOR GRADING AND SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. Z 19. MAIL; KIOSK AND BIKE RACKS TO BE INSTALLED PER LANDSCAPE N e 0 , z 1 W Q \ DETAILS PROVIDED IN APPROVED PLANNED BUILDING GROUP (PBG) < < a < < PLANS BY DEWBERRY I J3 ENGINEERS INC. k k r4 G k" Z W II \ ( To request marking of underground facilities m ul > > Ul N > > N N I I , ee I - I Z \\ i W I _ _ Know what's below. s o 0 0 0 2 \ Call before you dig. o R R 2 8 2 \ \ 12.23 12.43 9.02 BW Call 811 or visit ca11811.com ,b ,h ^y () \ 12.65 7W. _. a I for more information O SIDEWALKN \610 CHASE v \ mo I It is the contractor's responsibility to contact I UNCC a minimum of 2 days prior to the start 0% I of construction operatiol ° Dewberry J3 Engineers 1 claims no nu 'RE^'�52, MAIL) KIOSK 1 r' d meponslWity for the underg nd/acililins a depicted in this plan set. ados°p �xpR: �„4ryyy<•,?FPe� Jt .. W/ BIKE TRACKS 12.32 12.53 BASIS OF BEARINGS: S 3 773 _ (6" CON PAD)( BEARINGS SHOWN HEREON AR BASED �IQ�,p L'RJE F THE 0 t I PFI{EAST NORTHEAST QUARTER OF SEC N i0(#AJW111SHIP 3 SOUTH, R..NGE 69 F`rS/pN..... \ WEST, 6TH P.M., WHICH BEARS 00'31'28"W BETWEEN FOUND ONUMENTS 72.36 TW 12.77 Tilly SHOWN HEREON PER THE CITY WHEAT gIDa'S.f (k( SYSTEM rn DATED FEBRUARY 1, 2008. Build11u3� LJ) m I 1.B8 5W SITE BENCHMARK: I 0 BENCH MARK "F 412" m ; U 11 6 n 1 92 LOCATED AT THE INTERSECTION OF KIPLING STREET AND WEST 32ND u LO o O t: it. 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 C E CD r m m a• E FEET NORTHWEST OF A FENCE, AND 3.3 FEET SOUTHEAST OF THE Z y m v m Z SOUTHWEST LEG OF A PARK SIGN. y Lo m �' W u ELEVATION = 5562.74 FEET (NAVD 1988) d o v w f I I I 1 I I 1 1 I 1 I / 1 I 1 1 CRUSHEF 1 FINES 1 1 STh 1 18" bIA. DB W/ 6"\VERTIC CATCH \,& GU R W/ 2' STM INL$T-ADO-6 12" INLINE DRAIN 24" is 12" TEE 1 1 1 X54701 1 STM IN 12" II 24 •"12. 9 4 2. :1 Al .75 P I 1 A'�'A 0 _L roL__� L d ,1.64 11.62 11.45 � 11.29 2' CONIC. PAN 7 //�ii-I. FL (SEE SHEET 27) �L E �O N LAY I � k PRIVATE (ASPHALT) (SEE SHEET 15) MATCH LINE / O \2.2 12.28 SECTION X iHE�T 3) L OFNH 11 11.45 541211.62 11.64 toH v v V( Dv 34 12.9 12.38 BW 2 1 13.05 TW 4x _ ' _-- '513 10.47 1 I qqq"""�55�XXI ,DO -7 DRAIN TEEJ" Y ,R RY \ \ 1 1 -----a •' 6' INLINE AIN C.O. STEL - 6 L12. `GS e -GS 9 2 t±l ro L- ® � 6" INLINE DRA (C.O.) _ c _ 5410 + 9, 4X 4X - �5-- 9 9.63 \ STM ILEI- 11��4 - 11.71 -- - -- - •, 5472_ _ _ _ 12.38 -G 12.46 GS 12.63 GS j ! --- 12.24 12.380 10.21 8" DIA. DB W/ D -I A,n - 12.56 ® 10.13 12.48 D0.036 11.41 � 1010.47 ,� 0 475 10.765 10.76 " 11247 _ - - ._ - �,-- ROOFDRAIN _ QQQQQQ ._ _ 0.17 1 2 TYPE C TYPE B 5413.13 15413.13 ❑V M ,3. 3 BLDG. 4 TYPE B 1 TYPE B 5413.13 5413.13 ❑V J 12.06 ?9� 12.; 5 TYPE B 5413.13 V❑ M 12.18 x 5410-5 o 12.27--12.22 R I a ry V(DV _ 12.8 6 TYPE C 5413.13 I - SIDEWALK CHASE 1 .54 11.42 I JJI� 100.15 L -All IN- 4 5' I MH � 10.09 0 / � 10.74±ME ... \� / (6" CONq. PAD) I a5•. M I 1 r I VArK h Q w I I 1 F o 0 > w 2r'0=21 j + 11! 11.6 d -12.38 .- rc 12.31-\,.9 1. 9 G' a / p J p �a•8 j 2'-.9 1.83 d a 1 of I o g N W roi 2.1 T, 1 2.1 11.90 I 12.45 - 46 1 / 1+00 12.07 F -128 --� 2 8 1.91 HP 12.46 HP _ 4' SAN MH 2.1 11.88 (TYP) zo n ��- 1.B2 N= 0I d d -..- - - - - -1708590.47 -._-_ -- 11.70 v 12.25 o SRS E=3104146.79 I - SIDEWALK CHASE 1 .54 11.42 I JJI� 100.15 L -All IN- 4 5' I MH � 10.09 0 / � 10.74±ME ... \� GRADING NOTES: 1. ALL SPOT ELEVATIONS AT CURB ARE AT FLOWLINE, UNLESS OTHERWISE NOTED. 2. EDGE OF WALK ELEVATION ARE TO THE HIGH SIDE OF THE WALK. MAXIMUM GRADE IS 2% CROSS SLOPE ON ALL WALKS, UNLESS OTHERWISE NOTED. LANDINGS ARE TO MAINTAIN 2% MAXIMUM SLOPE. 5410 11 ■ �R T be 0 O �� �40g o �■ ■ #! .I 8i9 1 3. CONTRACTOR TO MAINTAIN A MINIMUM OF 0.5� GRADE AT FLOWLINE 0 > w o m INTO ALL SUMP INLETS. p J p m= T1111 6" VERTICAL CATCH CURB 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. o g N W roi AVENUE, AT THE NORTHWEST CORNER OF THE AVENUE, 50.5 FEET EAST t /JI & GUTTER W/ 2' PAN 5. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF W a T =O '-,:,w, / (TYP-) ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. ------ -- du -- - _ E _ - _. -- ---- ��- W v Z F co W Lu N=1708590.37 -..- - - - - -1708590.47 -._-_ Call before you dig. 8:24± o A ry E=3104146.79 U E=3104174.43 8. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE 16 � 16 � r5 ME=9.17± INTERCHANGE ROW ME=8.92± PERMANENT EASEMENT AO-PE=208 _ O REC. NO.: 2013107345 REC. NO.: 200630558 DN49,768-120-R1. BY CTL THOMPSON INC. FOR GRADING AND SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. It is the contractor's responsibility to contact UNCC -nimum of 2 da s prior to the start Z u�rcnu,uarrr�� �REG a� sponse;for the undergroun adlities depicted in [his$lan set. 10' UTILITY AND DRAINAGE EASEMENT INSTALL 285± SF REC. N0.: 71693798 STAMPED CONCRETE BAND _ (MATCH EXIST COLOR AND PATTERN) W 44TH AVE STM MH -9 5 DIA MH I I I EX. 36" CMP EX. 15" SAN I I 10.13 BW 9.51 BW 12.36 1W12.77 TW 1.88 fryl I I ( IN FEET ) I inch - 10 fL I � I I I I I I 21 TYI 81 �W I I I I I I RETAINING WALL (SEE SHEETS 17 & 18) I I I I I I I I I II r PROPERTY IBOUNDARY ® ---- M, PRIVATE DRIVE C U � ¢ � m > m a 8 PRIVATE DRIVE 8 n W W d w, =z A E - KEYMOP--- H W 0 49 ZZ a J Ha z LLI z Q O V W LU W C z W V W II I GRADING NOTES: 1. ALL SPOT ELEVATIONS AT CURB ARE AT FLOWLINE, UNLESS OTHERWISE NOTED. 2. EDGE OF WALK ELEVATION ARE TO THE HIGH SIDE OF THE WALK. MAXIMUM GRADE IS 2% CROSS SLOPE ON ALL WALKS, UNLESS OTHERWISE NOTED. LANDINGS ARE TO MAINTAIN 2% MAXIMUM SLOPE. 19 N or p p W 1 3. CONTRACTOR TO MAINTAIN A MINIMUM OF 0.5� GRADE AT FLOWLINE 0 > w o m INTO ALL SUMP INLETS. p J p m= T1111 6" VERTICAL CATCH CURB 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. o g N W roi AVENUE, AT THE NORTHWEST CORNER OF THE AVENUE, 50.5 FEET EAST t /JI & GUTTER W/ 2' PAN 5. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF W a T =O '-,:,w, / (TYP-) ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. �p ro E CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. z u O vrL -- -- -- -- -- --- -- - -- -- -- --- - -- -- - -- 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES BUILDING PLANS FOR W v Z F co W Lu 6 F m o s BUILDING DETAILS, SUBMITTED BY THE ARCHITECHT. Call before you dig. ELEVATION = 5562.74 FEET (NAVD 1988) o A ry CD U Call 811 or visit call811.com 8. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE 16 � 16 � r5 N TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER O _--_ - - - - - - - - DN49,768-120-R1. BY CTL THOMPSON INC. FOR GRADING AND SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. It is the contractor's responsibility to contact UNCC -nimum of 2 da s prior to the start Z -11-8.67x x o o r ' ss8.3&T _ Npmrvw W g.g2 �('-d x.34± ME 9. MAIL; KIOSK AND BIKE RACKS TO BE INSTALLED PER LANDSCAPE DETAILS PROVIDED IN APPROVED PLANNED BUILDING GROUP (PBG) a a ¢ ¢ ¢ a 7 88�x PLANS BY DEWBERRY I J3 ENGINEERS INC. Z to m toopafooW To request marking of underground facilities � 0 � ME IL®I� BEARINGS SHOWN HEREON ARE B ED L1P,O.N *ED'S EON E NORTHEAST QUARTER OF SECTION 0, T8 RANG 69 WEST, 6TH P.M., WHICH BEARS NO 31'28"W BETWEEN FOUND MO MENTSS%pNA�•E SHOWN HEREON PER THE CITY OF kEAT RIDGE'S COORDINATE TEM DATED FEBRUARY 1, 2008. Q.,ildinclpivison 5 g t FS, ` N N or or N 2 • SITE BENCHMARK: BENCH MARK "F 412" V O Q LOCATED AT THE INTERSECTION OF KIPLING STREET AND WEST 32ND O u o O AVENUE, AT THE NORTHWEST CORNER OF THE AVENUE, 50.5 FEET EAST CC OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE STREET, 50.5 a - O 0o m E FEET NORTHWEST OF A FENCE, AND 3.3 FEET SOUTHEAST OF THE SOUTHWEST LEG OF A PARK SIGN. z u O W Kno=at•s below. m o 0 0 o s sOt Call before you dig. ELEVATION = 5562.74 FEET (NAVD 1988) o A ry L N 2 D Call 811 or visit call811.com 16 � 16 � r5 for more information O It is the contractor's responsibility to contact UNCC -nimum of 2 da s prior to the start oI c option operations. erry J3 Engmeers Inc. 'ms no u�rcnu,uarrr�� �REG a� sponse;for the undergroun adlities depicted in [his$lan set. p j 3 773 It BEARINGS SHOWN HEREON ARE B ED L1P,O.N *ED'S EON E NORTHEAST QUARTER OF SECTION 0, T8 RANG 69 WEST, 6TH P.M., WHICH BEARS NO 31'28"W BETWEEN FOUND MO MENTSS%pNA�•E SHOWN HEREON PER THE CITY OF kEAT RIDGE'S COORDINATE TEM DATED FEBRUARY 1, 2008. Q.,ildinclpivison 5 g t FS, ` m SITE BENCHMARK: BENCH MARK "F 412" m u i..) LOCATED AT THE INTERSECTION OF KIPLING STREET AND WEST 32ND O u o O AVENUE, AT THE NORTHWEST CORNER OF THE AVENUE, 50.5 FEET EAST CC OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE STREET, 50.5 a - O 0o m E FEET NORTHWEST OF A FENCE, AND 3.3 FEET SOUTHEAST OF THE SOUTHWEST LEG OF A PARK SIGN. z u O m(if u w m otti u� sOt ELEVATION = 5562.74 FEET (NAVD 1988) , mOctober 15, 2019 k� 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, 11691 W. 45`" Place, Lot 14, T: 303.377.6601 W 45`h Place, Lot 15 F: 303.377.6656 www.mnaengineenng.com :11689;7W 4S Place, Lot 16, W 45` Place, Lot ; 11683 W. 451" Place, Lot 18, Wheat Ridge, CO PT Foundation Grade Beam Structu Attn: Dan Garcia/ Duane Cemiglia Dear Mr. Garcia and Mr. Cerniglia, MNA Inc, was asked to observe the preparation and reinforcement of the grade bi 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 1 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 � i.. Reviewed by: Darko Labudovic Naim G. Nassar, P.EJS.E. Structural Project Manager President/CEO II �30 q'i ral Observation Dear Mr. Garcia and Mr. Cerniglia, MNA Inc, was asked to observe the preparation and reinforcement of the grade bi 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 1 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 � i.. Reviewed by: Darko Labudovic Naim G. Nassar, P.EJS.E. Structural Project Manager President/CEO o*416e ower ECONOMIC ENERGY EERCIENCY May 13, 2020 11687 W 451h PI Wheatridge, CO Re: Duct leakage test 11687 W 45th PI To whom it may concern: E3 Power performed a Duct leakage test on the above-mentioned building May 13th, 2020 at 10:00 am. The duct leakage was 59 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 Wildenberg Digitally signed by Andrew Wildenberg Date: 2020.05.13 13:48:21 -06'00' 303.292.1233 720.207.0946 e3powor.oel, RHICE FIN WEB