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HomeMy WebLinkAbout11691 W. 45th Place (Riverside Terrace Building 3)11691 w 45th pl ALLIED A TruTeam Company Insulation Certificate BUILDER: CREEKSIDE HOMES ADDRESS: 11691 W. 45TH PL. WHEAT RIDGE, CO. 80033 Pursuant to the Federal Trade Commission regulation, you are hereby furnished with the following information relating to the insulation in the unit listed above: R INCHES AREAIMATERIAL FACTOR MIN EXTERIOR WALLS UNF FIBERGLASS BATTS R-21 5.5' RIM JOIST UNF FIBERGLASS BATTS/FOAM BOARD R-21 5.5' BATT R-21 5.5' FLOOR OVER GARAGE UNF FIBERGLASS BATT R-30 10" ATTIC BLOWN FIBERGLASS R-49 16.25' CEILING AREA NOT ACCESSIBLE KRAFT BATT R-49 14" PARTY WALL U N F WOOL BATT R-10 2" DRAFTSTOP WOOL BATT R-10 2" AIR INFILTRATION HILTI FOAM HILTI FOAM CEILING BAFFLES VAPOR BARRIER POLY EMIL CANTILEVER UNF FIBERGLASS BATT R-30 10" Allied Insulation Company 08/19/20 Rich Bonet Company Company CERTIFICATE OF OCCUPANCY Permit #: 201901738 � �� 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, Wheat Ridge, CO 80033 CONTRACTOR/ADDRESS: RIVERSIDE TERRACE LLC 6143 S Willow Dr Suite 300, Greenwood Village, CO 80111 PROPERTY ADDRESS: 11691 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 t�wm e &I Ea/�j e � i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: Do ❑ No one available for inspection: Time AM/PM Re -Inspection required: s No When corrections have been made, schedule for re -inspection online at; httpYlwww. ci. wheatridge. co. usrnspection Date:_7 1 D ,d,'2 u Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: t ��t YZ_ Job Address: 91A Ilk-, Permit Number: C-)- ox rl N ❑ No one available for inspection: Time `"' r AM/PM Re -Inspection required: Yes 16 When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. us4inspection Date: ,U" o.� Inspector: DO NOT REMOVE THIS NOTICE qwer ERCIENCY August 8, 2020 11691 W 45th PI Wheatridge, CO Re: Blower Door Test for 11691 W 45th PI To whom it may concern: E3 Power performed a blower door test on the above-mentioned building on August 8 ,2020, at 8:00 AM . The volume of the building was calculated to be 17,000 cubic feet. The final blower door number was 920 CFM @-50 pascals achieving an ACH of 3. The building meets the air tightness requirement and is compliant with code. Weather conditions: 73 degrees, Wind 10 MPH, no precipitation, 25% 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, s Andr Digitally nAndrew y eW Andrew Andy Wildenberg (e3 power) Dateenberg Wilde 2,2,.,$.o$ 303-292-1233 47 n berg -06`00' Building Analyst (BPI) Resnet HERS Rater CEA/CEM 303.292.1233 720.207.0946 e3powor.oel, RHICE FIN WEB i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: -rT-+ Permit Number: ----------------- ❑ No one available for inspection: Ti Re -Inspection required: Yes N.�) AM/PM When corrections have been made e"dule for re -inspection online at: http✓/www.ci.wheatridge.co.uslinsprection1 1* � 44, CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:qar?j "m Job Address: Permit Number: ❑ No one available for inspection: Time 'M Re -Inspection required: No When corrections have been made, schedule for re -inspection online at: hUpY www.ci. wh ea tridg e. co. uslinspection) 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: D d Job Address: \ �,_J t,-.> t1 Permit Number: 3 l cv.� \--1 ?� ❑ No one available for inspection: Time '0-' AM/PM Re -Inspection required: Yes N. 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) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _D\,N) Job Address: \'\UC(N, V3 Permit Number: r)(i \ I C) �+ (j t e i a ❑ No one available for inspection: Time `', ' `' AM/PM Re -Inspection required: C -Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:U - `� `-*s- Inspector,. ` DO NOT REMOVE THIS NOTICE e a i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: (,4./ Permit Number: ZO%°1 D 173 )`\ /(�0 `Q(lk- _6ACY-1 5i*\ 11% \I (1IA_ng e COA- n \-) �Pf ❑ No one available for inspection: Time ��'� AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. cL wheatridge. co. us4nspection Date: `Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: A Job Address: s ,- �' Permit Number: 7-I 0Z 7 - E e't /- r 'ems c j A ❑ No one available for inspection: Time AM/ M Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpYlwww.ci. wheatridge.co. usrnspection Date: f �� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: (2A w- fn Job Address: 1 �eS ' w L-� Permit Number: 20 \ cl L) 0:2 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: '2�) U Inspector: { DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: w Ll 7, e\ Permit Number: ,-� �: 0 !'1 �� ; c.: vc !- ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes,' No When corrections have been made, schedule for re -inspection online at: http://www.cL wheatridge. co. uslinspection t Date: L I' t. Inspector: -:1, DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: C Permit Number: U � et lV ����• rr t L - vii lei 8 A . i (A ,., c j, J ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http.IA,vww.ci.wheatridge.co.uslinspection Date: 9' %(j1 v Inspector: _J DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE �- Inspection Type: A Job Address: Permit Number: ei U ��� • c ❑ No one available for inspection: Time '►. � OL.7, AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office IPSP TIO OTIC � Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time} " SAM/PM Re -Inspection required: Yes No When corrections have been made, sc ule for re -inspection online at: http://Www.ci. wheatridge.co. u&7nspectign i Dat Inspep or: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _1�9� INSPECTION NOTICE Inspection Type: 0, J .,0 Job Address: 4-C Permit Number: d c> 2,:R ❑ No one available for inspection: Time a�``��i AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http.-IA4(ww.cLwheatridge.co.us4nspection Date: -L-1 '2--, Inspector: dor'' 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: t r 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 rti . Date: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 201901738 �r PERMIT NO: 201901738 ISSUED: 02/04/2020 JOB ADDRESS: 11691 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 125% of the cost of the installation shall be required. '*► 44 City of Wheat Ridge Single Family - New PERMIT - 201901738 PERMIT NO: 201901738 ISSUED: 02/04/2020 JOB ADDRESS: 11691 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 perfonn the work described and approved in conjunction with this permIt. I further attest that I am legally authorized to include all entities named within this document as partes to the work to be performed and that all work to be performed is disclosed in thifs d. cg ument and/or its' accompanying approved plans and specifications. Signature of r C( N_Tg_�OR (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. Z. 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 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 any manner shall be performed that shall results in a changeof 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 cif a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applical ade or any or igance 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 W hit age COMMUNITY Devt.t.OPMENT 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@cLwheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # ob/'7t) l � 3 &'�- Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** it Property Address: I I l0 9 I w 45-1t— Pl nye , w �,& c 4 2� d g e CO $00 3 3 3 Property Owner (please print): O v e rsr cl e T rra c e, LLC Phone: 7 7-0 -4 73 - 701 9 Property Owner Email: 55vncl6er-5@ creek-5idecor>nrv\vnities. Corn Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 6 1,4 3 S. Wr. t 10 -f Ur. , Si•e 300 City, State, Zip: 6reenc.4oo cl Yr' 1 J a 9 e, ( 0 90111 Arch itect/Eng 1 neer: bean,:5 7Aa-p3on , Arch -t-ko La4v ol0vr"o, Sfrvci,jYa M J P e1eF�ni>.4tiuMp son® rnnaang;-�ee-;n�.cer� Architect/Engineer E-mail: dlc.b,jdov z&_ PAnaenji-,e4r, �; -co- Phone: 303 - 3-7 -7 - �D to o l Contractor Name: 12, verst'de lerfaee LLC City of Wheat Ridge License #: /100 :r `( Phone: 7w- 1413-70'9 Contractor E-mail Address: 5 s u v, cls erc @ cram e ►mss fcd 2 c.o NA-rhU n,' + &s. co &k For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 54-cO2"ri S'�ncll�errj Phone: 71-o- q 73- 70 i 4 CONTACT EMAIL(please print): 55 v ei A cr- ® Cr -ecu- s r'C1e ca � •n v • �, . c o �. Sub Contractors (Must provide Wheat Ridge License No &,Signed Subcontractor Authorization form): Electrical: O-- cart Giec_+r;c, Z;; c. Plumbing: Mf' K. Plums Ir`9, T-nc. Mechanical:_�daor IC'r Q�p l i , 4*1e W.R. City License # 0go0_r W.R. City License # �} ,��' L W.R. City License # 170 8 Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ❑COMMERCIAL [ ✓PRESIDENTIAL 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. tl?asacr pla,7rod a- Un, 4 r s,'n11e - ,,, 1 �o r su 1 e -dawn �0'W/ no op4t'or 5 1 `fe- V/; Con S f V'u c �?'o Sq. FULF 19 SO Sr BTUs Z30 l{ Gallons 350 Amps /SO 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 I , OQ 0_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 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 (AUTHORIZE RESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: S/Iy, 201 `1 Printed Name: sf ekt-.n .Send b e !"'�' DEPARTMENT USE ONLY ZONING COMMMENTS:.20� 1�— / Q� QQ QvW OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: U Reviewer: BUILDING DEPARTMENT C MENT . Reviewer: 1z31�� ISZS k lol.o2 15q,o5j- �?-5 x 37 So = 15, 937 - PUBLIC WORKS COMMENTS: W sTN i4 G!n GE�-Tt �J5'10'10 ,47v D t eeF b FiGl�ib Reviewer: —T405 LS'SV'it-AvGC At 0q11-7119 -T7* LvtSj— C. O, FD2 Building Division Valuation: Il^J vl(�6J 774 B v i " / .J(y - City ®f h6at Le 1'UBI-IC 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: OV -1-1/19 Location of Construction: 11&q/ !.✓• z1�`�' PG . Purpose of Construction: �c✓f�f� /�tE Single Family Commercial Multi -Family Development Review Processing Fee:... ............................................. $100.00 $ (Required of all projects for document processing) �,4y ~Z.77_ D �� Single Family Residence/Duplex Review Fee: ..................................... $50.00 $ 549.40 Commercial/Multi-Family Review Fees: (Fees include reviews of the l sr and 2nd submittals) e 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 (SWW) Review Fee: ....................... $200.00 $ ® O & M Schedule Review & SMA Recording Fee ............................. $100.00 $ e Construction Control Plan................................................................. $100.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal have not been fully made to the civil/stormwater/traffic documents, further reviews will changes requested by staff be subject to the following Resubmittal Fees: c Resubanittal Fees: 3rd submittal ('/z initial review fee): .................................................... $300.00 $ 41 submittal (full initial review fee) :................................................. $600.00 $ All subsequent submittals: .................................... ............................ $600.00 X = $ (Full initial review fee) TOTAL REVIEW W F+EE+ S (due at time of Building Permit issuance): C®• � 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. """.ci,w.hestridge.co.us Rev 05/19 -Ni i, City of SINGLE FA ILYID UPLEX JRA h46at e LIC WORKS BUILDING PERMIT ������ PUBON RE VIEW Date: 0-1 /a/zo/ Location: I I (i)l W qs ^ PC. , ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a -7—ozo" f -z k!, 4c located at the above referenced address. Please note the comments checked below. 1. / Drainage: a. Drainage Letter & Plan required: ✓Yes No b. Site drainage/grading plan have been reviewed and are: ✓OK NOT OK; refer to 2. rf` Public Improvements required & to be completed with project: stipulations. a. street paving/patching: ✓ Yes No Completed b. curb & gutter: �L Yes No Completed c. sidewalk: / Yes No Completed d. Other (specify): JJ*40 !LM SuYPA'z Yes No Completed For items not constructed, the amount of funds taken in lieu of construction: $ &G 1- 3. Does all existing roadway/alley R.O.W. meet the standards of the City: — Yes No If not, what is required? P-OZ41 DEl ly{77Gn) ✓ft7E-�E 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. O cy l-7 Signature David F. Brossman, P.L.S. Date 4 5. N A NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature David F. Brossman, P.L.S. Date 6. Stipulations: GDr,y6- Gr�TsF�t�q-r�►�,� ,&cc�yyp,¢,v�� SLG t'2.� tlP�•4-T� Cr- P 4-o sJ T t 4&V S s'H4V..e_ QE' �D P�O1Z M d+F 7744F F/JV,,4-4e_ C. 0. Foe T"' 7. �h 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 Oily (Ii, 6at.lc -!gc City of Wheat Fridge Municipal Building 7500 W. 29"' Ave. Wheat Midge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: 0111 ADDRESS: It 4 W ZS -i4 & 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, IW-_= ._- David F. Brossman, F.L.S. Development Review Engineer CC: Pile Rev 2108 I P- N AB AFF ALUM L BLK(G) BOT CABT CJ t CLG CMU CO CONC COM CIV O8L DIA DIM DTL EA ELEC ELEV ENGR EP EQ EQUIP EST EW Riverside Terrace Planned Residential Development 6 units (C. B, 8, B, B, C) ABBREVIATIONS AT ANCHOR BOLT ABOVE FINISH FLOOR ALUMINUM ANGLE BLOCK(ING) 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 ESTIMATE EACH WAY JT EXPAN ON JOIN EXTERN FIRE E TINGUISH R CABINET FINISH OOR FINISH( D) R FLUOR ENT SFOOTIN FItRRF IN(:T E VN GALVI WB N GYPS YP GYPS B HOSE M HOW ORIZ HORD HEIGT W HOT WALL E METAL WAS 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/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 LETTER BUILDING SECTION u.' u1 REFERENCE SHEET WHERE DRAWN WALL SECTION REFERENCE _ WALL SECTION Au REFERENCE SHEET WHERE DRAWN DETAIL SECTION OR 17 ENLARGEMENT DRAWN AS DETAIL 17 ON SHEET A9.1 2 DETAIL SECTION OR AR.t ENLARGEMENT DRAWN AS DETAIL 2 ON SHEET ASA WAIL PARTITION RE TYPE REFERENCE O EQUIPMENT NUMBER - SEE SCHEDULE Q WINDOW TYPE REFERENCE $ELEVATION 0.f�F INDICATOR NEW COLUMN LINE DESIGNATION EXISTING COLUMN LINE DESIGNATION KEYNOTE REFERENCE MATCHLINE MATCH LINE SEE SHE. A2.3 REFERENCE WALL ELEVATION DRAWN tIOIA AS DETAIL N0. CM SHEET AS NOTED GE ROOM NAME & NUMBER DOOR NUMBER SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR SYMBOLS AND SCHEDULES 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 GENERAL NOTES 1. 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 CONDTIONS BOTH ON THE PUNS AND IN THE FIELD, AND BE RESPONSIBLE FOR ANY ADJUSTMENTS AND/OR CORRECTIONS. 4. CONTRACTOR TO PROVIDE : SOILS REPORT SITE PLANS MANUAL J. D. & S FOR MECHANICAL EXACT SPECIFICATIONS COLOR SELECTIONS LANDSCAPE PUNS FIELD SUPERVISION 5. FOUNDATION DESIGN AND SOILS REPORT BY COLORADO REGISTERED ENGINEER SWILL BE ON HAND AT TIME OF INSPECTION.(CTL THOMPSON, PROJECT NO. DN49, 768 -120 -RI DATED JANUARY 8, 2019. 6. ALL DIMENSIONS GIVEN TO FACE OF STUDS - 3-1/2" DR 5-1/2" WIDE U.N.O 7. AL WINDOWS SRALL BE WFATHERSTRIPPED AND DOUBLE INSULATED LOW -E GLAZED, WITH TEMPERED GLASS AND SLIDING DOORS AND AREAS SUBJECT TO HUMAN IMPACT PER 20012 IRC. 8. ALL EXTERIOR AND AND DOORS LEADING TO UNHEATED AREAS ABOVE GRADE TO BE WEATHERSTRIPPED. 9. INSULATION - MIN R- TWENTY ONE (R-21) IN AL EXTERIOR WALLS MIN R -FORTY NINE (R-49) IN ALL ROOF AREAS MIN R-TIMIRtt (R-30) IN ALL JOIST SPACES NEXT TO UNHEATED AREAS. -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 MER. SPECIFICATIONS. 11. DRAFT STOP ALL POCKET DOORS AND FLUES. VENT ALL DFIALI FANS AND DRYER TO EXTERIOR. 12. REFF9 TO DETAILS FON 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 i PROVIDE 1" NOSING. ALL STAIRWAYS SHALL COMPLY WITH 2009 IRC SECTION R311.7. MAX RISER HT. - 7 }" - 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. 16. PROgDE r TYPE 'X' DRfV/ALL UNDER STARS IF SPACE IS ENCLOSED. 17. PRIMED DOWN SPOUTS TO HAVE 5'-0" EXTENSIONS AT GRADE - TYPICAL. IIA g 1 V4 Ny"' ACV e_ SHEET IN STRUCTURAL RECEIVED 'I Pe. FERT ARCMTEGTURAI PIAN AO. FOR VISITABLE UNIT LOGATONS. GIL Iralsc 3 CAINTS /10 Bd1NTS UNIT NOS. 1, a, 5, 7, 8. 9, 10 11 14, 15.16 AND 17 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 HEIGHT SMALL NOT BE MORE THAN 44 19. FIREBLOCKING - RE: SECTION 6.5 ON SHEET AO.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 } 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 SHALL HAVE A BACKDRAJT DAMPER THE DUCT SHALL TERMINATE 3 FT. FROM OPENINGS INTO THE BUILDING. 21. SHOWERS TUB -SHOWER COMBINATION SHALL RAVE A PRESSURE BALANCE CONTROL VALVE OR THERMOSTATIC MIXTURE VANE. KINDLE 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 & APPUCATIONS 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 STUNS, AND GAS LOGS MUST BE LISTED BY AN APPROVED TESTING AGENCY (I.E. UL OR ANSI). INSTALLATION MUST CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS. WOOD BURNING FIREPLACES ARE NOT PERMITTED UNLESS FRIED / GAS LOSS, OR AN E.PA PHASE II INSERT 24. FIREPLACES ARE 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 WAIS AT ALL HOSE BIB LOCATIONS 27. SITE RETAINING WALLS OVER 30" IN THE HEIGHT FROM GRADE TO THE TOP OF THE WALL REQUIRE SEPARATE PERMITS. 28. EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CUBIC FEET PER MINUTE (0.19 M3/S) SHAT BE PROVIDED WITH MAKEUP AR AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST AIR RATE. SUCH MAKEUP AIRSUSTEMS SMALL BE EQUIPPED WITH A MEANS OF CLOSURE AND SHALL BE AUTOMATICALLY CONTROLLED TO START AND OPERATE SIMULTANEOUSLY WITH THE EXHAUST SYSTEM. III w O D � Q 0 F-- O L U L W 0 w 0 a � L Q LU Q U_ V_ 0 W 1 1 1 0 w A . ' ENNIS p LEE r t THOMPSON 8-1880 A. c1�ySFD ARG�`��t,l 8.15.2075 BTO SET f&18,AD PERMIT SET 7 PERMIT COMMENT AlBAIS B B B B C COVER SHEET RIVERSIDE O O �l MAIN LEVEL FLOOR PLAN - C -B -B -B -B -C SCALE: 1/8"=l' -O" '"r UNITS 1, 2, 3, 4, 5, 6, 13, 14, 15, 16, 17, AND 18 N UNITS 7, 8, 9, 10, 11 AND 12 SPED era4 (uxPAMED)a[: FRNul9 PUN- (nANTURN) RIVERSIDE UNIT AND GARAGE SLAB ELEVATIONS I I' IHC "'D CORE DOOR W/ SEAL, 60 NVF WNL WIX W k WOW RNl Al !6' YNYW IBOE SIM NOSMO 41F-QOSEP(eLw.WY orate ! SELF -Wu a THRESHUD BUILDING UNIT NO./TYPE MAIN FF GARAGE /UNIT TRANSITION N0. OF RISERS DETAIL GARAGE GARAGE SLAB@BACK SLAB@BLDG OF DOOR EDGE SOUTH I/L 5413.13 1154(159) 3 I/9.19 11.12 tt 09 SOUTH 2/B 541313 119 (11]7 2 ]/9.19 I1.9 11.54 SOUTH 3/11 - 5413:13- 1ZA2 (.71 2 3/9.19 O IY'a SOUTH 4/B 5411.13 1216 (6T) 2 3/9.19 12.01 12 SOUTH 5/B 5113.13 12.5 (a37 1 4/9.19 1206 1201 SOUTH 6/C 5413.13 1256 (.577 1 4/9.19 12.14 12.1 MIDDLE 7/C 5413.13 11 N (1.59) 3 I/9.19 11.12 1108 MIDDLE B/B .13.13 11.90 (123) 2 3/9.19 11.44 11.4 MIDDLE 9/8 .13.13 12.12 (.71) 2 3/9.19 12 11.96 CD 10/B 5113.13 12.46 (.67) 2 3/9.19 12.04 12 MIDDLE 11/8 511313 12.50 (.637 1 4/9.19 - 12M MIDDLE 12/C AW3 1256 (577 1 �.Y� �' 111 • I� NORTH 1]/C 5412.7 �� \/ I � � 12.1 NORTH 14/8 ....., 12]0 (.10) 1 4/9.19 1194 11.9 ©�!■�• 15/B .12.7 12.18 (.52) 1 ' `� 11.7 NORTH Ifi/B .12.7 1115 (957 2 ®l- li ■ r t� fiHIM r- 17/8 5412.7 11.59 (1.15) 2 3/9.19 1134 11.3 ® 16/C 5412.7 1116 (1.21) III 1/9.19 fvn 11.14 111 II rm MEVISITABLE plc='EI Ol. I� __VISITABLE Illlrpm ® II, �Il. 1 _� p m1��1�� pll @ IL © r JJ �l MAIN LEVEL FLOOR PLAN - C -B -B -B -B -C SCALE: 1/8"=l' -O" '"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 IAASONRY WNCMIC WNN W ORAE. fWY (2s) YWYW SLOPF = IF.(SW)) PN A 4117.1 [WIRRAR NIIH FRIpIN' PUN W/J's "1 4S 021' D.L CONCRETE wwN/PAW -Kw PER R9 a IETNIs J -sore =)' PER root (IW) -PROVIX 14'1 0 M' O.C. EDGE a SUB ✓ DRW TOP OF fODMLIION -L AT ONERHLN OOOR PER $iAET./CML DIHV BACK VENEER K ELEVATION DOWxa ME -E -6'.12' RDUDH-SWM BEAM M EWW c- WTIUYEL NIfRrAR - RLWxL RACY. NM PE7S D BESER D) FRA"AING U SPED era4 (uxPAMED)a[: FRNul9 PUN- (nANTURN) RIVERSIDE UNIT AND GARAGE SLAB ELEVATIONS I I' IHC "'D CORE DOOR W/ SEAL, 60 NVF WNL WIX W k WOW RNl Al !6' YNYW IBOE SIM NOSMO 41F-QOSEP(eLw.WY orate ! SELF -Wu a THRESHUD BUILDING UNIT NO./TYPE MAIN FF GARAGE /UNIT TRANSITION N0. OF RISERS DETAIL GARAGE GARAGE SLAB@BACK SLAB@BLDG OF DOOR EDGE SOUTH I/L 5413.13 1154(159) 3 I/9.19 11.12 tt 09 SOUTH 2/B 541313 119 (11]7 2 ]/9.19 I1.9 11.54 SOUTH 3/11 - 5413:13- 1ZA2 (.71 2 3/9.19 12 11.96 SOUTH 4/B 5411.13 1216 (6T) 2 3/9.19 12.01 12 SOUTH 5/B 5113.13 12.5 (a37 1 4/9.19 1206 1201 SOUTH 6/C 5413.13 1256 (.577 1 4/9.19 12.14 12.1 MIDDLE 7/C 5413.13 11 N (1.59) 3 I/9.19 11.12 1108 MIDDLE B/B .13.13 11.90 (123) 2 3/9.19 11.44 11.4 MIDDLE 9/8 .13.13 12.12 (.71) 2 3/9.19 12 11.96 MIDDLE 10/B 5113.13 12.46 (.67) 2 3/9.19 12.04 12 MIDDLE 11/8 511313 12.50 (.637 1 4/9.19 12.0a 12M MIDDLE 12/C AW3 1256 (577 1 4/A6.19 1214 12.1 NORTH 1]/C 5412.7 12.35 (Ss7 I 4/9.19 1214 12.1 NORTH 14/8 .12.7 12]0 (.10) 1 4/9.19 1194 11.9 NORTH 15/B .12.7 12.18 (.52) 1 4/A619 11.74 11.7 NORTH Ifi/B .12.7 1115 (957 2 3/9.19 11.54 115 NORTH 17/8 5412.7 11.59 (1.15) 2 3/9.19 1134 11.3 NORTH 16/C 5412.7 1116 (1.21) 2 1/9.19 fvn 11.14 111 PLAN NOTES - CONCRETE AND IAASONRY WNCMIC WNN W ORAE. fWY (2s) YWYW SLOPF = IF.(SW)) PN A 4117.1 [WIRRAR NIIH FRIpIN' PUN W/J's "1 4S 021' D.L CONCRETE wwN/PAW -Kw PER R9 a IETNIs J -sore =)' PER root (IW) -PROVIX 14'1 0 M' O.C. EDGE a SUB ✓ DRW TOP OF fODMLIION -L AT ONERHLN OOOR PER $iAET./CML DIHV BACK VENEER K ELEVATION DOWxa ME -E -6'.12' RDUDH-SWM BEAM M EWW c- WTIUYEL NIfRrAR - RLWxL RACY. NM PE7S D BESER D) FRA"AING U SPED era4 (uxPAMED)a[: FRNul9 PUN- (nANTURN) 10 I I' IHC "'D CORE DOOR W/ SEAL, 60 NVF WNL WIX W k WOW RNl Al !6' YNYW IBOE SIM NOSMO 41F-QOSEP(eLw.WY orate ! SELF -Wu a THRESHUD I1 STEEL BEIY TE ll r PLAKSIRUCiWL) 12 WE IT FRNM6 IROS 13 LYE OF I- WIN 14 IEE a Sano/NEIN NBONE STNR4 -- I� 7 r. 15 10'W-('NOaI MR -11 Wa- Y LW 4FMMINCE . W' 16 Al. WNL (UNDER CWNER) t7 FRML[D W[Axc /..l Y RP[ X GMWY BOVA AT NL CNUOE WNl9 ! a1- 19 I B' R.5ED FRNED RA -W/ TY NAME BONG a0.. ® -D OPEN, rot S" ACL'ESS 0 n' . 3D' MC KCfSS O2-XR WW WM (W10) HN A.C. AND FIREPLACES -1 OPTIONAL ELECTRIC FRPUCE MODERN 1-5 1(25)1 roR"ED M ELM - HDx EM.- UMn YM I 28 MR CagT- L.U. ON M- . 36- PAD RL CTA RMS -1 - A/C LINE PELETWIWIS-HRCY LaulpH IN HYLO (IEEE-) PLLVAF,INC.Y.ATFtHEARUWARE ANDAPPLIANCES 31 .9. HE/.TER - HIGH, UCICENCY N W. YFO S2 PEO[SDL WRRIRE WMR CLOSET W/ 24' . 30' OW SON£ 42' - MIRROR. LATCH LENGTH Of YARN W' . 60' TUR SHINIER W/ TEE ro n- IROS nIR9E0 FLOW .' . 60- SIAN[R BTS[ W/ 1. ARNG (CSS ODORS 37 PHl B R IOWL A RECESSED Y1-1 -NET -TWN/YN COUNTER MSH (OMION R[SRxIRE FROW PANEL) 41 TOUR PM[R HOLDER 12 DOUBLE w MH USPOSN 13 U vER RCfRRR.\1W S'.f MIH OC ,AER LRE IS OVEN/RIME MTH MOD wNE J M,\LR R WARR /BRIT! FCCESSEDT INO' w ` 17 DRIER SPA[E ROH IEC[SYD SEM B0Y 90 4- IXNETER DOLT TO ONSIDE WIIONN lR6m sox 49 I--- NOSE Bee MSN BN'x PEON PIEVENT[R FLOW UWN 51 DA7P co -No 9 BEOURED - PONDER ROCY(YM ML) 52 (MSERYO) W) 1 2 ME SELVES PLAN NOTES - INTERIOR TRI'.t AND CAT; NETS O ONE Ma SHELF IND ONE ROD AT N' W. REWO PVN 55 119 Ya SHILAS AM DID MOOS AT 42' AM 84' NE.. RE: UWH RA ® TME(5) 1-Y SPACED Ya SRELLTS, RE: R9 fOR SR, R[: L, R 57 OPTD TWO(2Wa SHELAS ISO.E WASHERjWR -RE: UNIT PLW IWO(2) Ya SH[LMS IRO, WRX 59 WNDRVL NT H' YWWLY 10 38' WWW 73 NSNE UA a SIM WS,, RE: UNIT RAN 60 NVF WNL WIX W k WOW RNl Al !6' YNYW IBOE SIM NOSMO 71 nX6HED FLOOR WN RM WNL OPTIONS 2'4' BUUMEAS 75 SPICED SUCH THAT A 1' DNETER SPHEW CANNOT PASS THROUGH 61 V9m, RE: RAMS FW 9Rs fli 62 PNTIRi L49ETS 63 LINER C1BR[is - J LWR CJBIMTS 65 OPOUELN LIMPER ONINETS 66 WWxN LONER CNNETS 67 BENCH MM HINGED TW FOR SEORYE WNM AND MODES NNUE 3 WHOOW SEAT Ir ROH 69 PNOTNNL CLERSION R:' 3/912 70 GMAC -O- RL 6/9.12 MISCELLANEOUS ITEMS 72 10' YN. OEPM CONCRETE YEP(S) 9 oCCUS PER CNN DRVYHts 7 )' Wx. AYR HELI 73 IOUIrrF FOR REP.NING RISE BD - SLpxL LUSS DOORS (MM MCPo1[•N DOOR - 114R 0 LUSS PANELS) B UM LOFT WIIC11. REHO.E DOOR TO BEOR00Y 3 71 AVD EHI3ILE CLOSET IN MNRDR 8[CRWY. 75 CUM Lal CPI ,MOVE DOOR IO KD- 3 NO aLETE DOOR, "NON 54x0 CLOSET W/ OPEN Wlt GENERAL NOTES NT[- DPOSED STEEL K- TO BE LEN UHPRIMO AND NOT PIEREO ALL GI9NOf DOUL JWBS ARE EWER C[YFM MAP BUN, a NSUFASCN FIRST NO NSL 1 WI2WW ! a0NG ! INSfNL nBER arxT EA7CNsxW IA4 uXOFR NL ODOR 1NESIIOLOS PNNI YCLYN-L Wal ELCWS Nq G+RNE SINRS 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 or Wheat RIVERSIDE w N� O DC) Q �Z 0 ~ 0 w U r-� LLQ U� CD w 0 w� Q �W LL W 0 E5 w II w w # LEE T THOMpSON k' B in nRc�'���c7 6.15.201$ _ DESCRI--N DATE BID SET IR42h9 PERMIT SEF laiuml BLDG. PLAN A1.0 ii q�_j 10 14 � i6� 14 01i14 12 J i6 14 17 --I 10 11 (PLAN PROFILE d I t 1 C -B -B -B -B -C NORTH SIDE ELEVATION (UNITS 7,8,9,10,11 AND 12) SCALE: 1/8•=r -O- SOUTH SIDE ELEVATION (UNITS 1,2,3,4,5,6,13,14,15,16,17 AND 18) %21 C -B -B -B -B -C NORTH SIDE ELEVATION (UNITS 1,2, 3, 4, 5, 6, 13, 14, 15, 16, 17, AND 18) SCALE: 1/8"= 1'-0" SOUTH SIDE ELEVATION (UNITS 7, 8, 9, 10, 11 AND 12) ",PROFILE �3� C -B -B -B -B -C WESTSIDE ELEVATION (UNITS 1 AND 13) , J SCALE: v8-=1'-0• EAST SIDE ELEVATION (UNIT 12) PLAN PROFILE 4 C -B -B -B -B -C EAST SIDE ELEVATION (UNITS 5 6, AND 18) J SCALE: v8 = r-0' WEST SIDE ELEVATION (UNIT 7) DEFERT REFERENCES EFOR S DETAIL REFERENCES ELEVATION KEYNOTES (30 1R.)RUSTICATED COMPOSITION SHINGLES PRIMED GUTTER OVER 8. J'FASCW BOARD GALVANIZED METAL FLASHING AT ROOF, WALL AND MATERIAL INTERSECTIONS HORIZONTAL LAP SIDING WITH 4' EXPOSED BOARD DECORATIVE METAL BRACKETS HORIZONTAL LAP SIDING WITH 8' EXPOSED BOARD PORTLAND CEMENT HARD COAT STUCCO PANEL SIDING WITH METAL CHANNEL REVEAL VERTICAL WOOD SIDING THIN BRICK VENEER 8' THIN BRICK SOLDIER COURSE THIN BRICK ANGLED RDWLOCK HARDBOARD TRIM STUCCO TRIM OVER FOAM GABLE END VENT (DECORATIVE) 0 +'/FT. SLOPE MINIMUM OVERHEAD GARAGE DOOR (16' z 7). PROVIDE DOOR OPENER WITH 6' CHORD TEMPERED GLASS SLIDING DOOR BOARD AND BATTEN SIDING METAL FLASHING HORIZONTAL DECORATIVE BUND LOUVER THERMA-TRU PULSE 8' ECHO 5 -LRE S8.5RAX DOOR BLACKENED OUT WINDOWS - RE A6.18 (NOT SHOWN FOR ELEVATION CLARITY) METAL ROD AND FRAME GATE -OPTIONAL (NOT SHOWN FOR ELEVATION CURDY) BELOW IS FOR DEDUCTIVE ALTERNATE DESIGN OVERHEAD DOOR WITH FIXED TEMPERED GLAZING IN ALL PANELS (UNIT B=9000 / UNIT C=9080) OPT10N - ADD ALTERNATE B'X12' ROUGH -SAWN BUM AT ENTRY CANOPY OPT10N ADD ALTERNATE BRICK AND PIERS ENTRY FEATURE - OPTION ADD ALTERNATE W ,• h�a�R'd9e * LEE THOMPSON B-1880 fiySFQ AFtG'r\� 8.152019-< DESCRIPTION DATE C 8 8 B 8 C BLDG. ELEV(ALT ERNATE) A3.1 RIVERSIDE 1 Z r A5.00 I I 1 I I w 1 A5.00 � A5.00 I I � I I I I ¢- Kjl-� BUILDING SECTION: BUILDING C -B -B -B -B -C SCALE: 1/4" = V-0" ■ BUILDING SE( SCALE: 1/4'= 1'-0" Q— O Q � !z � J 0 w U LU cf� U W � Ef L Q W (`---- I ■ �- LL w O pC U w w 0 w i ENNIS O + LEE r THOMPSON *' 8.1880 �ySFU ARG���CQ'. 8.152019« DESCRIPTION DATE BID SU 1318,29 PERMIT SEf lKaw City of °Nheat Ridge amBUILDING SECTION RIVERSIDE A4.0 In 1�1 11 ® tl ®�/I., I ®11..1,,1 I. elm ®� ®■I � 0 ® f ®: ®nlla, ®d :;�■:; :;���:� ��., :;mow I=1��ii ilq�lt�' 1 Ig11<� i _ �I ® ■ ® I ® I I�I�I II Kjl-� BUILDING SECTION: BUILDING C -B -B -B -B -C SCALE: 1/4" = V-0" ■ BUILDING SE( SCALE: 1/4'= 1'-0" Q— O Q � !z � J 0 w U LU cf� U W � Ef L Q W (`---- I ■ �- LL w O pC U w w 0 w i ENNIS O + LEE r THOMPSON *' 8.1880 �ySFU ARG���CQ'. 8.152019« DESCRIPTION DATE BID SU 1318,29 PERMIT SEf lKaw City of °Nheat Ridge amBUILDING SECTION RIVERSIDE A4.0 I 8.47* ME - 2+90.53/11.00' R I ' ELEV=5411.84 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. AFRO TO REMOVE AS REQUIRED FOR EMERGENCY VEHICLE ACCESS TO OUTLET STRUCTURE SEE SHEET 22 1' CURB CUT 11.00 -111 1.605 11.02 LP SM MH -MH -2 (FLAT TOP) TA: 2+4 DIA MHELE[4" 1.36 3' TRANSITION TO • FULL -HEIGHT CURB 1\I- �i 1' SPILL li CURB h I SIKE K I 11 X�11.3.04 11 171.8 PROPERTY BOUNDARY 6' WOODEN PERIMETER FENCE 1 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.:F1693798 il 1' CURB CUT 12.00 TW 11.38 HP I I I \ � I 2+90.53/11.00' R I ' ELEV=5411.84 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. AFRO TO REMOVE AS REQUIRED FOR EMERGENCY VEHICLE ACCESS TO OUTLET STRUCTURE SEE SHEET 22 1' CURB CUT 11.00 -111 1.605 11.02 LP SM MH -MH -2 (FLAT TOP) TA: 2+4 DIA MHELE[4" 1.36 3' TRANSITION TO • FULL -HEIGHT CURB 1\I- �i 1' SPILL li CURB h I SIKE K I 11 X�11.3.04 11 171.8 PROPERTY BOUNDARY 6' WOODEN PERIMETER FENCE 1 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.:F1693798 il 1' CURB CUT 11.77 -/85 67% 11.38 HP 0.67 11.02 LP -I- 4L11100` RTA: 7 8 1+96.38/11.00' R STA: 1+43.00/11.00' R 8 .20 1 PRIVATE DRIVE C RA ELEV=5411.55 ELEV=5411.19 6" VERTICAL CURB Ire 11.59 (ASPHALT)AND TYPE C TYPE 8 2' GUTTER o _ F50% _ -1 (11.63 HP _ x.51% - STM INLET ADO -5- 9 2+00 o a o0 h G ..__'Z2 o N TM M -ADO-4 \ DIA MH� � 5 - � g o 124' 12" TEE i 1 0 11.91 10.13 BW o G n N 3' 1 - 11.73 HP 12.27 11.57 _ - - - I - (CRUSHER FINES _ _ _-..... W 44TH AVE 6' VERTICAL CATCH CRB 9 14 o (IXFEhT) �21 10.0 11.28 11.11 HP I I 1 inch - t0 & /ROOI� ERTY N & GUTTER W/ 2' N N BOUMIDARY 11.96 TW TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER III 11.77 -/85 Y O Y STM I -ADL-1 11. DB W/ DOME GRATE 7 8 11.77 11.85 7 - 8 .20 15413.13 11.77 11.74 SGS 11.85 RA d 13 14 --= 11.59 I I TYPE C TYPE 8 11.53 I 11.30 LP I o 5412.70 5412.70 ❑V -: STM I INLET -AD -1 �¢� E STM INLET ADO -5- 9 18" DIA. D I W/ DOME GRATE EX. 5' D.U.E. 11.74 IDS F1693798 ^ o a o0 h G ..__'Z2 o N TM M -ADO-4 \ DIA MH� � 5 - � g o 124' 12" TEE i 1 r 11.91 10.13 BW o G n N 3' 1 - - _-(SEE SHEETS Y O Y STM I -ADL-1 V & 18) DB W/ DOME GRATE 7 8 STM INLET - 5413.13 15413.13 1 18" DIA. DB, W/ DOME I RA 13 5412.70 1 I � Ill I I y ur ¢ �12.00 14 o n \� o I �¢� E STM INLET ADO -5- 9 REC. NO.:F1693798 I o a o0 i2' INLINE DRAIN N N � 5 - � g o 124' 12" TEE i 1 w LU O i 4: 3' 1 12.20 GS -3l2-5'4 �. I 12.27 5412j1'2.30� _ - - - I - (CRUSHER FINES _ _ _-..... W 44TH AVE 6' VERTICAL CATCH CRB 9 14 o (IXFEhT) �21 10.0 11.28 11.11 HP I I 1 inch - t0 & /ROOI� ERTY N & GUTTER W/ 2' N N BOUMIDARY 11.96 TW TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER III 1 I- 6661. / i 11.48 I I I 1 Z I I I I SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. I t I 1 I I I 1 z.uo 12.21 1902 12.2.' ,X71 „aY 12. 'GS 13: O Y Y O Y STM I -ADL-1 12" DI DB W/ DOME GRATE 7 8 TYPE C TYPE B 5413.13 15413.13 ❑ FYI 13 5412.70 O Y Y O Y L J I - Sy Z I 00 15 BLDG. 16 v TYPE B 3 TYPE B FV 5412.70 5412.70 Ill O = y ur ¢ �12.00 511.39 <, o n TW- o -11.49 1 �¢� E � 9 REC. NO.:F1693798 I o a o0 3 CO I�. MAIN NAN E N N � 5 - � g o INLET -ADL -2 r w LU O i 2' DIA. DB W/ DON ;OR 12.20 GS 2:33 12.20 GS -3l2-5'4 �. I ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. I CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. 12.27 5412j1'2.30� _ - - - „ 11.8711P °11 b 2.48 12 1.50 72.63 12.63 GS SIDEWALK � CHASE - `r 9 BLDG. TYPE B 2 5413.13 ❑V 1 1. 11. O O 11 124 17 18 TYPE B TYPE C 5412.70 5412.70 0 N � N ni 2.7 0 ROOF DRAIN CONNECTION (TYR) co 12.35 -12.31 12.00 iii4"It6.� 2 00 11 00' T 1+ 1. E =5410.73 I J I - PRIVATE DRIVE Z I 3 J I I 10.971+A0 7110.96 v .931 ME F54-1$.1731 FV I _ Ill O = y ur ¢ �12.00 511.39 <, I TW- EPRIVATEDRIVEB -11.49 1 �¢� E � a REC. NO.:F1693798 I W g a i u= 3 CO I�. MAIN NAN E 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. o � 5 - � g o ACCESS AMP A % w LU O i w, m N $$ W w Jg i - e 4 e 1' CUA CUT n 4' CONC. PA1[J 11.14 (SEE SHEET 21) \ I ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. I CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. a A � i4 co E o _ - - - t~il W < w r j- rp L W 11.06 y �-- 10.82a 10.465 TW 8.521 BW _ _ _-..... W 44TH AVE 6' VERTICAL CATCH CRB 1.32 QW-------- KEYMAP (IXFEhT) I 10.0 11.28 11.11 HP I I 1 inch - t0 & N.T.SS N & GUTTER W/ 2' N 11.34 \ R 10.85 1 1 5 N T 1+ 1. E =5410.73 I J I - Z I 3 J I I 10.971+A0 7110.96 10.80 �. I F54-1$.1731 FV I MAXIMUM GRADE IS 2% CROSS SLOPE ON ALL WALKS, UNLESS Ill O = I ICx' I I EX. 5' UTILITY AND 511.39 <, I W J I I 3. CONTRACTOR TO MAINTAIN A MINIMUM OF 0.5% GRADE AT FLOWLINE --1 DRAINAGE EASEMENT -11.49 1 4' SAN MH (TYP) - �_-- 1Y -. v REC. NO.:F1693798 I 11.9 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. o \\ w LU O i I 5. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF F p N a a 4' CONC. PA1[J 11.14 (SEE SHEET 21) \ I ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. I CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. W � `�$ "" I I 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES BUILDING PLANS FOR t~il W < w r j- rp L W 11.06 y BUILDING DETAILS, SUBMITTED BY THE ARCHITECHT. I o 6' VERTICAL CATCH CRB 1.32 QW-------- v \ I I N & GUTTER W/ 2' N 11.34 \ \I 11.96 TW TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER _ 10.97 / I- 10.00 BW DN49,768-120-R1. BY CTL THOMPSON INC. FOR GRADING AND 11.48 Z \ SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. W 19. MAIL; KIOSK AND BIKE RACKS TO BE INSTALLED PER LANDSCAPE I No z z� 7 11.51 k k G I- k `w PLANS BY DEWBERRY I J3 ENGINEERS \ Z / RE`TAININ WALL To request marlang of underground facilities II (SEE SHEETS 1 & 1I > m > m m / >X I I SIDEWALK / I PROPERTY r CHASE i I I I I BOUNDARY I I I 11.61 SIDEWALK -C - I CHASE -07 y O - GS 263 �cd MATCH LINE (SEE SHEET 16) 12 TYPE C 5413.13 ®A I�L1 WISE (A W I ! lz J = V) Z STIII�L AE 3 J 12' DIA. DB W/ ME Gf 1011/ TYPE B h� TYPE B 5413.13 F54-1$.1731 FV /V MAXIMUM GRADE IS 2% CROSS SLOPE ON ALL WALKS, UNLESS OV w O = I ICx' A A A W 1% W J MATCH LINE (SEE SHEET 16) 12 TYPE C 5413.13 ®A I�L1 WISE (A W 11.15 II011.70 11.31 I ! lz J = V) Z a 3 J W N pa z_ z 2. EDGE OF WALK ELEVATION ARE TO THE HIGH SIDE OF THE WALK. LU 5 C JJ MAXIMUM GRADE IS 2% CROSS SLOPE ON ALL WALKS, UNLESS OV w O = OTHERWISE NOTED. LANDINGS ARE TO MAINTAIN 2% MAXIMUM SLOPE. o W 1% W J I I 3. CONTRACTOR TO MAINTAIN A MINIMUM OF 0.5% GRADE AT FLOWLINE G j LU o m Z W p J O o g v W 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. o d' 11.15 II011.70 11.31 I ! lz * + 2� GRADING NOTES: Q w L 1. ALL SPOT ELEVATIONS AT CURB ARE AT FLOWLINE, UNLESS OTHERWISE W N f l NOTED. F I 2. EDGE OF WALK ELEVATION ARE TO THE HIGH SIDE OF THE WALK. C JJ MAXIMUM GRADE IS 2% CROSS SLOPE ON ALL WALKS, UNLESS OV w O = OTHERWISE NOTED. LANDINGS ARE TO MAINTAIN 2% MAXIMUM SLOPE. o I. h U) I I 3. CONTRACTOR TO MAINTAIN A MINIMUM OF 0.5% GRADE AT FLOWLINE G j LU o m a s it I INTO ALL SUMP INLETS. p J O o g v < 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. o d' w LU O w I 5. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF F p N a a v I ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. I CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. W � `�$ "" I 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES BUILDING PLANS FOR t~il W < w r j- rp L W BUILDING DETAILS, SUBMITTED BY THE ARCHITECHT. I o 6' VERTICAL CATCH CRB 1.32 QW-------- v N & GUTTER W/ 2' N _I 8. REFER TO SOILS AND FOUNDATION INVESTIGABON FOR RIVERSIDE ( ) 11.96 TW TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER I- 10.00 BW DN49,768-120-R1. BY CTL THOMPSON INC. FOR GRADING AND Z 1 SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. W 19. MAIL; KIOSK AND BIKE RACKS TO BE INSTALLED PER LANDSCAPE I No z z� 7 DETAILS PROVIDED IN APPROVED PLANNED BUILDING GROUP (PBG) \ INC. k k G I- k `w PLANS BY DEWBERRY I J3 ENGINEERS Z m.to.co To request marlang of underground facilities II > m > m m m m I I o U 0 0 U U 0 o U U Q II 1 Z \\ W T mmm s s b T Knowwhat's below. \ Call before you dig. c d r u5 N o D \ \ 12.23 12.43 9.02 BW Call 811 or visit caI1811.com ,y ,h A U \ 12.65 TW _ r for more information 0 0 0 0 0 SIDEWALK \ 0 m < m r a 0 CHASE \ h \ • I It is the contractors responsibility to contact UNCC a minimum of 2 days prior to the start 0�. 22i of wnstruction operations. Dewberry J3 Engineers Inc. claims veyram 'REC I I rro responsibity,((of the underground facilities �N°p0 S!o ; •� Sy(�,?�P MAI KIOSK 1 o dep 5rirdl this plan set. 'g f�7d• u� W/ BIKE RACKS J. 12.32 72.53 BASIS OF BEARINGS:` ' 3 773 _ (6" CONPAD)( I BEARINGS SHOWN HEREON ARE BASED/UPON THki'EjiST��EINE E OF SECTION 20, TOWNSHIP 3 SOTITH, R69 1 i NORTHEAST QUARTER )ST"I '31'28"W FQS%pNj��i. IN, I WEST, 6TH P.M., WHICH BEARS IN BETWEEN FOUND ENTS 10.13 BW 72.�� BW SHOWN HEREON PER THE CITY OF EAjfr,10EiSaCpQQATTEM TW 12'36TW DATED FEBRUARY 1, 2008."`''QQ{{ II'-ff m 1.88 SITE BENCHMARK: o I hw BENCH MARK "F 412" 8U"d a m m U LO }� d n \11.92 LOCATED AT THE INTERSECTION OF KIP G STREET AND 32ND �°T•0 m e •• 77, 6 TILL AVENUE, AT THE NORTHWEST CORNER 0 AVENU FEET EAST OF THE CENTERUNE OF THE NORTH BOUND L E STREET, 50.5 ECO m 1� 5, m 5, m a E FEET NORTHWEST OF A FENCE, AND 3.3 FEET SOUTHEAST OF THE SOUTHWEST LEG OF A PARK SIGN. m O m O Y W d oto u0 z0 s ELEVATION = 5562.74 FEET (NAVD 1988) o a u m I I A 11.64 1.88 fTV1__________ J .88 W -- - I I 3' A tpI ON I 7 ULL H GH CU - 1 1 I A%. 1 i I I .75 P I I 9.57 LP 12" IN / / I 3TR li, 31TION TO y t I FUL+EIHTC RB ° ^ 11 1 12.56 12.47 3' 11 I11.6264 1 CRUSHER P Ip 1 FINES CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. 1 .12 111 25 J'/ 11 12 i 1 L IN i 11.29 3 \ 18" AA. DB W/ DOM IG E \ 9.6 I 1112 6"\VERTIC L CATCH RB 1 .12 \\& GU TER W/ 2' (I AN fp4: 11.45 F' 11.62 l A 11.64 1.88 fTV1__________ J .88 W -- - I I 3' A tpI ON 0 ro 7 ULL H GH CU 38 11 1\14P 2. EDGE OF WALK ELEVATION ARE TO THE HIGH SIDE OF THE WALK. IN F7 T STM INLET -ADO- I I 9.57 LP 12" IN NE DRAIN 3 TO ITS.AIN A MINIMUM OF 0.58 GRADE AT FLOWIJNE W 24" X 12• TEE 1 'rz 10.47 8-� 10.55 10.85 10. K 10.47 10.76 10.76 1 12.56 12.47 I _. 1 10.11 - -- - - - P _ 2.38 1 CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. 1 B 4 12.99r I 12.38 BW '1 H• to LU W F' 12 13.05 TW U 5409- 9.6 I (W7 1 8. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE 4X-�.. % 13 0 `581-12.99 9.62 _ -- v 10.48 W 12.94 1 5' I MH �1 10.�11i. � _d _ TYPC E II I -__8.75 8.48-.7 a -..- _ I 4.1 i Z STM INET ADO -7 ="' X --- 12" INUN.DRAIN 8.67 8.38. 24" x 12" TEE y _ PR I ERTY G BOI JARY 1 a WgLK 7 ° __c-..=- __ __ __ _ •Z4 -_ _ _ _� _ _'_____ �i__ 8.8: � 8.74 < 8.52 4 mmm�Al _ _ -_ _-- - -- - - TM I 68 LET- > N 8" DIA. W/ A,c X7.81± ME (SEE SHEET 15) MATCH LINE / ---- W/ BIKE RACKS'( (6" ON .PAD) O f = cc j O + . X11 9 12.38 1. 9 4 a 123L\ ® ^; ry ° N 1 •ry,' ° 1.83 K 2' 9 IL a 1 ° ti� .2 12.28 12.27 12.16 w 1 v 1 PRIVATE DRIVE TYP. SECTION 2' CONIC. PAN (ASPHALT) T 3) 15' 15' 54`1 5' .1 (SEE SHEET 27) 121 11 .90 /� I 12.45 - - 2+00 11.96 X12.06 12.16 16 / 1 0 12.071 y1 12.Q�FL 12.12 FL/ 121 -_ 2-0%;, / 12.0 1 11.96 O .18 K 1218 1.9 1 P H 12.46 HP 5412 t `r 5410 4 4' SAN MH 12.2 12.28 12.27 12.22 1 21! 111.88 (TYP) o ° 4 ^% 1 U w - - - _- 1.82 N x N 11.70 x 2-04 5400 12.25 ® O O O O N - I I 12.g 2X SIDEWALK CHASE 110 11.54 y 2-07). 2 3 BLDG. 4 5 6 11.42 TYPE 8 TYPE B 1 TYPE B TYPE B TYPE C -- 5413.13 5413.13 5413.13 5413.13 5413.13 I 5411 FYI o WAL in Z r N ti STM IN -S ct rV .... 87 10.04 -y 6" INLINE AIN C.O. STM _ g 12. GS o = 4X 4% w m 6" INLINE DRA (C.O.) -- 5410 < 9,6 ----- --- 12.63 GS 12.24 _-- 9.63 1 :38 -GS 12.46 CS 12.56 12.380 ® ®10.21 r' G' I I I 1 8W 12.36 TW 12.77 TW ^,Ahk 1.88 fTV1__________ J .88 W -- - I I ® 0.13 ( w"MI I inch - 10 ft I I � I I I I I I I I I I I I I .21 TW .81 �W I I I I I I I I 1 I I I I I RETAINING WALL (SEE SHEETS 17 & 18) I I I I I I I I I I I I I I I I I I I PROPERTY (BOUNDARY T f � 0 ® ® 0.13 NOTED. I 11 1\14P 2. EDGE OF WALK ELEVATION ARE TO THE HIGH SIDE OF THE WALK. IN MAXIMUM GRADE IS 2% CROSS SLOPE ON ALL WALKS, UNLESS - - '- 12.48 - - - -. -- ® U 10.03 3 TO ITS.AIN A MINIMUM OF 0.58 GRADE AT FLOWIJNE W 11.41 11.3 ro 1 'rz 10.47 8-� 10.55 10.85 10. K 10.47 10.76 10.76 4. ALL (NETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. 12.56 12.47 - - - ROOF ---ROOF-DRAIN ._ ._ _ _. _ _. lu ; -C � r N xa 10.11 - -- - - - ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. N W 0 CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. a, -zof _ rn - - I - -- - - - -- - - -- -- -- - -- - 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES BUILDING PLANS FOR H• to LU W F' BUILDING DETAILS, SUBMITTED BY THE ARCHITECHT. U 5409- T�: (W7 SJ./j� - 10.19 V 110.15 10.15-, d 8. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE . 09 _ -- v 5' I MH �1 10.�11i. � :_° 5410 � - _�. -__8.75 8.48-.7 -..- _ Z -(3.341 ME 9. MAIL; KIOSK AND BIKE RACKS TO BE INSTALLED PER LANDSCAPE 1 , 8.67 8.38. DETAILS PROVIDED IN APPROVED PLANNED BUILDING GROUP (PBG) y a a a ¢ p PLANS BY DEWBERRY J3 ENGINEERS INC. I G G k a WgLK 7 ° __c-..=- __ __ __ _ •Z4 -_ _ _ _� _ _'_____ �i__ 8.8: � 8.74 < 8.52 4 mmm�Al _ _ -_ _-- - -- - - To request marlang of underground facilities > N > > N .. > > . C X7.81± ME • e 8d7 _ T288 Oo0o0 U U U U U G Q -1-708590.47 -E=3104174.43 ..1 - - .. ± 8 24ME _ ME=9.17± INTERCHANGE ROW ME=8.92± _ PERMANENT EASEMENT NO PE -208 t '•-� REC. NO.: 2013107345 IA REC. NO.: 200630558 Know what•= below. o 0 o b o Call before you dig. u d b u5 u5 10' UTILITY AND DRAINAGE EASEMENT Call 811 or visit call811.com INSTALL 285± SF - -_� REC. NO.:F1693798 for more information STAMPED CONCRETE BAND 0 0 I F L J _ _ n (MATCH EXIST COLOR AND PATTERN) ^ 0 It is the contractor's responsibility to contact _ ` Z I I I � UNCC a minimum of 2 days pnor to the start W 44TH AVE I I of construction operations. Dewberry I J3 Engineers Inc. claims no vanunurr RECi"r'' responsibility for the underground facilities fr�o�p T r""•'•• Sl �'�y I 5' DIA MH Wit'. ~ W4'i'•'c^�z, �: BASIS OF BEARINGS: 3 773 a BEARINGS SHOWN HEREON ARE BASED UPON EAST LINE E � ® I O IP 3 Q_UTH, RANG 9 NORTHEAST QUARTER OF SECTION 20, To, o'r's/ONAL•E \ EX. 36" CMP WEST, 6TH P.M., WHICH BEARS N00'31.28" BETWE 9IJW MONU NTS I I I L__J SHOWN HEREON PER THE CITY OF WHE RIDGE'S COORDINATE SYS EX, 15" SAN DATED FEBRUARY 1, 2008. I I I II I M �--, PRIVAV7DRIVE U L c m c � 00000 C m � m¢O PRIVATE DRIVE B a LU U a � m A W3 L w�w �J--_.._......... .... ................ KEYMAP N W = Vi J Z z IL 3 J 0 C z_ Z G W C 1%U 0 W J to LU z F- W I � I GRADING NOTES: 1. ALL SPOT ELEVATIONS AT CURB ARE AT FLOWUNE, 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. U 3 TO ITS.AIN A MINIMUM OF 0.58 GRADE AT FLOWIJNE W NOTOrnALLTSUMP IN EOR WO J O o -W BTNWII 6" VERTICAL CATCH CURB 4. ALL (NETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. N W 3 to j my w r & GUTTER W/ 2- PAN 5. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF lu ; -C � r N xa (T�) ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. N W 0 CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. a, -zof _ rn - - I - -- - - - -- - - -- -- -- - -- - 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES BUILDING PLANS FOR H• to LU W F' BUILDING DETAILS, SUBMITTED BY THE ARCHITECHT. U (W7 8. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE N TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER _--_ DN49,768-120-R1. BY CTL THOMPSON INC. FOR GRADING AND - - - - - SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. Z -(3.341 ME 9. MAIL; KIOSK AND BIKE RACKS TO BE INSTALLED PER LANDSCAPE , z w W DETAILS PROVIDED IN APPROVED PLANNED BUILDING GROUP (PBG) a a a a ¢ H PLANS BY DEWBERRY J3 ENGINEERS INC. G G k K Z -- - mm mmm�Al _ -_ _-- - -- - - To request marlang of underground facilities > N > > N .. > > . C X7.81± ME • Oo0o0 U U U U U G Q • 1/ IA Know what•= below. o 0 o b o Call before you dig. u d b u5 u5 m ] Call 811 or visit call811.com for more information 0 0 0 0 0 n < m ^ 0 It is the contractor's responsibility to contact Z - - - UNCC a minimum of 2 days pnor to the start of construction operations. Dewberry I J3 Engineers Inc. claims no vanunurr RECi"r'' responsibility for the underground facilities fr�o�p T r""•'•• Sl �'�y dePictetl in this plan set. Wit'. ~ W4'i'•'c^�z, �: BASIS OF BEARINGS: 3 773 a BEARINGS SHOWN HEREON ARE BASED UPON EAST LINE E •. aer t O IP 3 Q_UTH, RANG 9 NORTHEAST QUARTER OF SECTION 20, To, o'r's/ONAL•E \ WEST, 6TH P.M., WHICH BEARS N00'31.28" BETWE 9IJW MONU NTS SHOWN HEREON PER THE CITY OF WHE RIDGE'S COORDINATE SYS DATED FEBRUARY 1, 2008. ry SITE 9FNCHMMARK: Qat {{j n e "F A m M1: BENCH MARK 412" U r - LOCATED AT THE INTERSECTION OF KIPLI N$T 32NDo L0 as AVENUE, AT THE NORTHWEST CORNER OF,I511Ep'iD7q ST E a ti r m c e OF THE CENTERUNE OF THE NORTH BOUND NES OF THE' STRE 50.5 O m E FEET NORTHWEST OF A FENCE, AND 3.3 FEET EAST E = m me M Z SOUTHWEST LEG OF A PARK SIGN. c W e Q s EEVAT10N = 5562.74 FEET (NAVD 1988) ra` m 0 le 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 140 5th 2 w PU o I o1 13, 1691 W 4 5th Place, Lot 1� n T: 303.377.6601 11689 W 45th Place, Lot 1 S, v l F: 303.377.6656 www.mnaengineenng-com 11687 W 45th Place, Lot 16, 11685 W 45th Place, Lot 17, 11683 W. 45th Place, Lot 18, Wheat Ridge, CO PT Foundation Grade Beam Structural Observation Attn: Dan Garcia/ Duane Cerniglia Dear Mr. Garcia and Mr. Cerniglia, MNA Inc, was asked to observe the preparation and reinforcement of the grade b, the post -tensioned slab foundation at the listed building on October 15, 2019. The condition of the foundation wall is in general conformance with structural constn documents. This report is based on the limited accessibility of the elements and components c structure at the time of the observation. This report is based on accepted general I and is limited to the data available to our office. We make no warranty either exp or implied. Not all items are visible material, sheathing or covered by other const material. Any modifications to structural members made by HVAC or plumbing I be verified by the contractor performing the work and are not reviewed as part of observation. No invasive testing or inspections were performed. MNA, Inc. does accept responsibility for hidden structural deficiencies not evident during an inve of this type. Should you have any questions or concerns, please call us at 303-377-6601. Sincerely, MNA, Inc. t a Darko Labudovic Structural Project Manager Reviewed by: tit% .F7 : e1 1 -9 Naim G. Nassar, P.EJS.E. President/CEO oke pwerECOEEICIENCY May 12, 2020 11691 W 451h PI Wheatridge, CO Re: Duct leakage test 11691 W 45th PI To whom it may concern: E3 Power performed a Duct leakage test on the above-mentioned building May 12th, 2020 at 12:30 pm. The duct leakage was 57 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 13:50:12 -06'00' 303,292.1233 120.207,0946 ¢3poworml HIM [IN WEB