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HomeMy WebLinkAbout11693 W. 45th Place (Riverside Terrace Building 3)CERTIFICATE OF OCCUPANCY Permit #: 201901737 � �� Wh6atpsig COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Stipulations: Riverside Terrace -New single family townhome - 2,206 sq ft total Bldg 3, C-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: 11693 W 45th P1, Wheat Ridge, CO 80033 PARCEL #: 39-201-04-029 ZONING: R-3 OCCUPANCY: R-3 TYPE OF CONST: V -B OCC LOAD:N/A FOR THE FOLLOWING PURPOSE: Single Family -New Code Editions: 2012 ICC / 2017 NEC No change shall be made in the Use of this building without prior notice and a new CERTIFICATE OF OCCUPANCY from the City of Wheat Ridge Certificate MUST be posted by front door of commercial occupancies Chief Building Official Zoning Administrator Sprinklered: No i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: $ k u cl -� u.a Permit Number: Biu i q 4 1'1-7 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes 46 When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. usrnspection Date: 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: �. \ate Cl -3 Permit Number: �o i 1 tuft S ❑ No one available for inspection: Time WfJ AM/PM Re -Inspection required: Yes--� No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co.usfinspection Date: ` �' ` '" Inspector: 10)" DO NOT REMOVE THIS NOTICE qwer ERCIENCY August 8, 2020 11693 W 45th PI Wheatridge, CO Re: Blower Door Test for 11693 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 19,050 cubic feet. The final blower door number was 1015 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, 425% 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 newAdrww �Oy egg Andy Wildenberg (e3 power) Wilden202008oa Date 303-292-1233 berg 15 0600 6 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: #qL, Job Address: Permit Number: ❑ No one available for inspection: Ti AM/PM Re -Inspection required: Yesr No When corrections have been made„ dule for re -inspection online at: http✓/www, ci, wheatridge. co, uslinsoction Diner. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: q05-3 Job Address: I� Permit Number: i LJ No one available for inspection: e M� M Re -Inspection required No When corrections have been made, sc#e"dule for re -inspection online at: httpYwww.ci.wheatridge.co.uslinspection � Dai ' r pectc A i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: YJ lam-) � Job Address: J W �4S f Permit Number:y\ C� y \---i ❑ No one available for inspection: Time ' �-1 . AM/PM Re -Inspection required: Yes I4' When corrections have been made, call for re -inspection at 303-234-5933 Date: �_-, ( k, ) '' `' 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:' Job Address: Permit Number: o ❑ No one available for inspection: Time ° ` '' AM/PM Re -Inspection required: Yes Noy When corrections have been made, call for re -inspection at 303-234-5933 Dater' \U - aO D,) Inspector: 10 DO NOT REMOVE THIS NOTICE - i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: IN> Job Address: 116 9 3 C LIS �' /f/ Permit Number: Zo/° D /:737 V ( ca 1) �'�-t-cy, k- ::1Y'i �1 ,� n � \ U ✓q e (f S\ y \0 c rte n L Vpe hin c °a r / jor nn L. -n ❑ No one available for inspection: Time AM/PM Re -Inspection required: No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. usfinspection Date: ° Inspector: f' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �--� Job Address: 1'451.3 fit/ 4/ ¢ 47 Permit Number: 2 o a ❑ No one available for inspection: Time <?.`/.' AN MM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co.uslnspection 1 Date: 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: '^% 0 On Wr1 Job Address: ( 5 k✓ Ll S 4-� � Permit Number: N ek U !'-) �:-7 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Y(&? No When corrections have been made, call for re -inspection at 303-234-5933 Date: '(�-1 '� ' � J ? ° Inspector: i9 i� DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: � U c� U ;'\2D v rain S krr r2 - ('4- �v i-,� eA%r ❑ No one available for inspection: Time I i ;-) AM/PM Re -Inspection required: Yes K[Q) When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date: �,.n ° t ' Inspector: V - 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: C} R\ .a M"-, - 0 y �' Vtrs i S h r brit/rpt ❑ No one available for inspection: Time ! 1 ).1 AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. cL wheatridge.co. ushnspection Date: Inspector: ®O NOT REMOVE THIS NOTICE e CITY OF WHEAT RIDGE Building Inspection Division - (303) 235-2855 Office E TIOb TICE Inspection Type:S ,- Job Address: 4 Permit Number: ❑ No one available for inspection: Tin*' _���M/PM Re -Inspection required: Yes` No *Wheys corrections have been made, schedule for re -inspection online at: hUp✓/www.ci.wheatridge.co.uslinsp Dat. (• -ZInspe DO NOT R VE THIS NOTICE 4 ❑ No one available for inspection: Tin*' _���M/PM Re -Inspection required: Yes` No *Wheys corrections have been made, schedule for re -inspection online at: hUp✓/www.ci.wheatridge.co.uslinsp Dat. (• -ZInspe DO NOT R VE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 0 Job Address: k.-1 C, - Permit Number: � � 61 (1 —12D d a' o� ❑ No one available for inspection: Time ,_ AM/PM r Re -Inspection required: Yes .O When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. ueinspection Date: Lf Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: L, Permit Number: Q) (..,I V LJ No one available for inspection: Time 'I � i G AM/PM Re -inspection required: Yes No When corrections have been made, schedule for re -inspection online at: hUpYA,Yww. ci. wheatridge.co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time 'I AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. usllnspection Date ' Inspector: s DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 0 Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes Nb When corrections have been made, schedule for re -inspection online at; http.I www. ci. wheatridge. co. uslinspection Dater �? ` �"'' '-� Inspector:— DO NOT REMOVE THIS NOTICE City of Wheat Ridge IrlAr Single Family - New PERMIT - 201901737 PERMIT NO: 201901737 ISSUED: 02/04/2020 JOB ADDRESS: 11693 W 45th P1 EXPIRES: 02/03/2021 JOB DESCRIPTION: Riverside Terrace - New single family townhome - 2,206 sq ft total (Bldg 3, C-Unit) *** CONTACTS *** OWNER (720)473-7019 RIVERSIDE TERRACE LLC SUB (720)488-1600 BILL LYONS, JR 190054 RIVERSIDE TERRACE, LLC SUB (720)315-9026 SCOTT WILLIAMS/LESLIE WILLIAMS 080076 ONE CORE ELECTRIC, INC. SUB (303)798-0500 JOE COLLIDA 170685 INDOOR AIR QUALITY INC SUB (303)888-5853 RICHARD KANSTEINER 019302 M&R PLUMBING, INC *** PARCEL INFO *** ZONE CODE: R-3 / Residential Multi USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 195,409.00 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 4,103.59 Permit Fee 1,751.25 Engin. Review Fee 50.00 ** TOTAL ** 6,024.84 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. A t 91 City of Wheat Ridge Single Family - New PERMIT - 201901737 PERMIT NO: 201901737 ISSUED: 02/04/2020 JOB ADDRESS: 11693 W 45th P1 EXPIRES: 02/03/2021 JOB DESCRIPTION: Riverside Terrace - New single family townhome - 2,206 sq ft total (Bldg 3, C -Unit) I, by my nature, do hereby attest that the work to be performed shall comply with all acc sigompanying approved plans and specifications; cable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by this perfopapplithe legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with ermrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be rmed an tall rk-to-b-e erformed is disclosed in this document and/or its' accompanying approved plans and specifications. of Signature '`�`" g CO�t-FRTR (Circ e o Date 1. This permit was issued based on the information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all a licabl pp a statutes, ordinances, regulations, pocies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a pe it shall not be construed to be a permit for, or an approval of, any �/ _'-1violation of any provision of any applicable codrrvny ordinanc yr regulation of this jurisdiction. Approval of work is subject to held inspection. �i�J Signature of Chief Buildin(g Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City cif' ,, at ie v1UNrry DrVCLOPMF_N'r Building & Inspection Services 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 I t' L' 303 234-5933 FOR OFFICE USE ONLY Date: S/ -q- q / I Plan/Permit # Plan Review Fee: nspec ion ine. - Email: permits6d�ci.wheatridge.co.us f3tb 3 Building Permit Application a *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: t (I9 3 y SO-- Ptace , wk/� Q d g e, CO 80© 3 3 Property Owner (please print): ; v e ri-i'd e 7e- rra c e ; LLC Phone: 7 Zo -i 73 - 7o t 9 Property Owner Email: 55vrnd6e-r-j(@ cT'ce,it_SideC©tv^nnvn ties.CoM Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: (s t'-{ 3 S. L -J,. f i o +--f Dr. , Ste 300 City, State, Zip: 4reenL400cl Yr I 1 aqe, (0 E0111 Arch itect/Engineer: liennt.S 7ra&Ap5o0 , ArC' , 4"ect � ��r;t© L a b o clovc-c, aMn3 P dt(�vti>.tha..p SOnQ rnnaQny:v �r:n�.coM Architect/Engineer E-mail: dla6vd3v c@ nnnaenji,iear, ),com Phone: =�0 3 - (z(,00 t Jr - Contractor Name: )?,'vers,'cle %erface LLC City of Wheat Ridge License Phone: 7 20 - Ll 7 3 - 7019 Contractor E-mail Address: cr-e- arms Bete c.a " —u con,& For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 54,. k_an Evnd berl _Phone: 72o_`-173-70 i q CONTACT EMAIL(p/ease print): 55 u ri cin Cr & Cre-e te- s CIe cow -A iJ rt , t. O.3 • e o.� Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: 0 -e- Core_ �te�-r � � Plumbing: M+-(P/0,x+ ,'n 9, ZC Mechanical: S,Y,/m,. 4�/- (D_, ti{ W.R. City License # 0800-7 U W.R. City License # V 11 3C) Z W.R. City License # /7o(.85— Other 7o/08S Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ❑COMMERCIAL aRESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. /0aStc� Plunr•ec1 C - Un; �, $,nI/e-�a�.,,(y {r Sale �zic,nl�OnnC�) no apf;onS T�Pe f8 Coasfiruc4-1'on 1 Sq. FULF Z2,0t. SF Amps /S-0 Squares BTUs Z 30 k Gallons .75-0 � Ptd 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) $ /IC), 000 00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) CONTRACTO (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: Printed Name: e r DEPARTMENT USE ONLY ZONING COMMMENTS: �-!r� ��'� I �G q� _ ,../ OCCUPANCY CLASSIFICATION: Reviewer: $rtZZF! �� CONSTRUCTION TYPE: BUILDING DEPAF5MENT CrMMENISi Reviewer:gvv5 {ey., 57o ` 7 PUBLIC WORKS COMMENTS: AA,l v Jp i54q'�� CC to &-e 4.,v �4, C07 CG i -E L' .S om.,", ✓(s C.45W-45W-77o•►J 5dYl+GL S dF Reviewer: -M t 77- L i4--ST7— C. o, 77--4� $v"c-z/.tJYs , Building Division Valuation: City ®f hea. <ii(P_ y PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 296 Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: Oil -1-7119 Location of Construction: 11&,93 w. 415%^ PL, Purpose of Construction: ::rZ 14 o al Single Family Commercial Multi -Family Develonment Review Processing Fee:.... ............................................ $100.00 (Required of all projects for document processing) <&AW® tAM Single Family Residence/DuRlex Review Fee: ..................................... $50.00 Commercial/Multi-Family Review Fees: (Fees include reviews of the l" and 2111 submittals) ® Review of existing or minimal technical documents: ........................ $200.00 o Initial review' of technical civil engineering documents: ................ $600.00 ® Traffic Impact Study Review Fee: .................................................... $600.00 ® Trip Generation Study Review Fee: .................................................. $200.00 a Stormwater Management Plan (SWW) Review Fee: ....................... $200.00 ® O & M Schedule Review & SMA Recording Fee ............................. $100.00 � M4%LT7— D4�F�tI.t� $ 5,y. ao o Construction Control Plan ................................................................. $100.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff have not been fully made to the civil/stormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees: o Resubmittal Fees: 31 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) TOTS., 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. 6,�i%, ci %.*h,01ridgr rte u Rev 05/19 City of SINGLE F'AMILY/DUPLEX UBc _xrv-"Whcad J -e_ BUILDING' EE IT APPLICA TION REVIEW Date: Location: l l &C13 W . q5" PC , ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a �i'J!•✓!�,/ /r -f ->D �s.� �c located at the above referenced address. Please note the comments checked below. 1. / Drainage: a. Drainage Letter & Plan required: w`Yes No b. Site drainage/grading plan have been reviewed and are: -"OK NOT OK; refer to 2. V"'Public Improvements required & to be completed with project: stipulations. a. street paving/patching: -- Yes No Completed b. curb & gutter: __%/ Yes No c. sidewalk: Completed Yes No Completed d. Other (specify): L/b/t77.V4.8aY .f�D Yes No Completed For items not constructed, the amount of funds taken in lieu of construction: $__A 3. 61" Does all existing roadway/alley R.O.W. meet the standards of the City: _ Yes No If not, what is required? JEDlt/ DE.b t -7iQK) t/4-04ES If R.O.W. is required, has the deed been received: ✓ Yes — No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. _%,/ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. Signature David F. Brossman, P.L.S. Date 5. 44 NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature David F. Brossman, P.L.S. Date 6. t/ Stipulations: ,$ Gbit-Di.V �- GrT�1ei Gam¢-r7p,y ,4eee9,yroq y �E-� e y �,�' SLC tlP�4-7� Cr—P L. -P PO T" SEK S X'y st .BE `D PR/01Z B c ICr�i ,vim a 7. AlM 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 (.)f heat f <1c e City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, Co 80033-8001 P: 303.235 2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RES'T'ORATION DATED: o //l C ADDRESS: L t &4)3 W. Svw% PL 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 'A lt6 " -6 FA heatridgee.co.us Rev 2/08 f 0 U O 3 ° �U O 0 > O y U Q 0 °q N c� U 4. 'L7 ° o N 0 > O A. E b 7 .O LID N c c O ' ••��yy SCC 2 g 0 � > Ot� z;E 3 C) U CO N O ( s' QuU co T- N"•� Q+� 0 O "=g v t c� CA�4. -o to 0 Ln co - 0 O 1A AB AFF ALUM G BLK(G) BOT CABT CJ CLG CMU CO CONC CONT CW DBL DIA DIM DTL EA ELEC ELEV ENGR EP EQ EQUIP EST EW EXIST EXP EXP JT EXT FEC FF FIN FLUOR. HM HORIZ HT HW INSUL LINT Riverside Terrace 11(oq 3 W Nyt *- A,ve ET INDEX 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 ELECTRICAL) ELEVATION ENGINEER EPDXY PAINT EQUAL EQUIPMENT ESTIMATE EACY WAY F XTINGU HER CABINET FL00 (ED) ESCENT IG DING) GAUGE IZED M W BOARD M BIBB RIOT NATE HA HAND MAS MAX MB MECH MFR MIN MO NTS OC OSB P PERF PLAM PTD PTRT PWD RA REF REINF REO'D RH RM RD SC SIM SUSP SV T&G TEL TOM TOP TYP VERT VCT W WC WD W/o WWF MASONRY MAXIMUM MACHINE BOLT MECHANICAL MANUFACTURER MINIMUM MASONRY OPENING NOT -TO -SCALE ON CENTER(S) ORIENTED STRAND BOARD PAINT PERFORATE(D) PLASTIC LAMINATE PAPER TOWEL DISPENSER PAPER TOWEL RECEPTOR PLYWOOD RETURN AIR REFERENCE REINFORCING REQUIRED RIGHT HAND ROOM ROUGH OPENING SOLID CORE SIMILAR SUSPENDED SHEET VINYL TONGUE & GROOVE TELEPHONE TOP OF MASONRY TOP OF PLATE TYPICAL VERTICAL VINYL TILE WITH WATER CLOSET WOOD WITHOUT WELDED WIRE FABRIC ARCHITECTURAL SYMBOLS BUILDING SECTION 4&&-c REFERENCE LETTER BUILDING SECTION All ue REFERENCE SHEET WHERE DRAWN WALL SECTION REFERENCE _ WALL SECTION AZl REFERENCE SHEEP WHERE DRAWN DETAIL SECTION OR 17 ENLARGEMENT DRAWN 1 AS DETAIL 17 ON SHEET A9.1 2 DETAIL SECTION OR A9,1 ENLARGEMENT DRAWN AS DETAIL 2 ON SHEET A9.1 WALL ORPARTITION RE TYPE REFERENCE EQUIPMENT NUMBER - SEE SCHEDULE Q WINDOW TYPE REFERENCE AF.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 TOIa AS DETAIL NO. CM SHEET AS NOTED v AI STIORAGE ROOM NAME & NUMBER DOOR NUMBER SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR SYMBOLS AND SCHEDULES M 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 _&A, GENERAL NOTES 1. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS - DO NOT SCALE 2. All WORK TO BE PERFORMED IN OOMPU"NGE WITH ALL STATE AND LOCAL CODES. SECURE ALL PERMITS AND APPROVALS PRIOR TO CONSTRUCTION. 3. SUB -CONTRACTOR TO EXAMINE AND VERIFY DIMENSIONS AND CONDITIONS BOTH ON THE PUNS AND IN THE FIELD, AND 6E RESPONSIBLE FOR ANY ADJUSTMENTS AND/OR CORRECTIONS. 4. CONTRACTOR TO PROVIDE : SOILS REPORT STTE PUNS MANUAL J, D, & S FOR MECHANICAL EXACT SPECIFICATIONS COLOR SELECTIONS LANDSCAPE PUNS FIELD SUPERVISION5. FOUNDATION DESIGN AND SOILS REPORT BY COLORADO REGISTERED ENGINEER SHALL BE ON HAND AT TIME OF INSPECTON.(CTL THOMPSON, PROJECT NO. DN49, 768-120-R1 DATED JANIZARY 8, 2019. 6. AL DIMEWANS GIVEN TO FACE OF STUDS - 3-1/2. OR 5-1/2• WIDE U.N.O 7. ALL WINDOWS SHALL BE WEATHERSIMPPED AND DOUBLE INSULATED LOW -E GLAZED, WITH TEMPERED CLASS AND SLIDING DOORS AND MES SUBJECT TO HUMAN IMPACT PER 20012 IRC. 8. All EXTERIOR DOORS AND DOORS LEADING TO UNHEATED AREAS ABOVE GRADE TO BE WEATHERSTIIPPED. 9. INSUUTION - MIN R -TWENTY ONE (R-21) PN ALL EXTERIOR WALLS MIN R -FORTY NINE (R-49) IN ALL ROOF MEAS MIN R -THIRTY (R-30) IN ALL JOIST SPACES NEXT TO UNHEATED MEAS. -SE NOTES ON SHEET N-1.0 FOR ADDITIONAL INFORMATION. 10. PROVIDE DIRECT VENTED COMBUSTION AR FOR POWERED -VENT FURNACE AND WATER HEATER AS PER MFR. SPECIFICATIONS. 11. DRAT STOP ALL POCKET DOORS MO FLUES. VENT ALL EXHAUST FANS AND DRYER TO EXTERIOR 12. REFER TO DETAILS FOR FLSHING BETWEEN CONCRETE PORCH AND PATIOS TO PREVENT WATER PENETRATION. 13. PROVIDE ROOF AND SOFFIT VENTS AS SHOWN ON ROF PWA & 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 WAVE A MAX. KT. OF 1• THE LARGEST TREAD OR RISER WITHIN (TREAD OR RISER) BY MORE THAN d'. PROVIDE 1' NOSING. ALL STAIRWAYS SHAH COMPLY WITH 2009 IRC SECTION R311.7. MAX RISER M. - 7 3• - SEE R311.7.1 FOR ADVL INFO. MIN. THREAD DEPTH = 10• - SEE R311.7.2 FOR ADD'L INFO. HANDRAILS SHALL COMPLY W/ R311.7.7. EXTERIOR STEPS SKILL 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. I STRUCTURAL 1 R E C E !,:_1 k{I P 04= EFER P ARCHTECTMRAL SITE PLAN A0. FOR VISITABLE UNIT LO 11 S. 4&&-c J GIINTSN0841NIT5 MIT NOS. 1, 4.5,7,8,9,10,11,14, 15, 15 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 MWIMUM WIDTH OF 20' FINISHED SILL HEIGHT SHALL 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 DRIER TO THE OUTLET TERMINAL THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2 i FT. FOR EACH 45 DEG. BEND AND 5 FT. FOR EACH 90 DEG. BEND. THE EXHAUST DUCT SHALL BE A MINIMUM OF 4• DA THE DUCT SHALL TERMINATE OUTSIDE OF THE BUILDING AND SHALL HAVE A BACKDRAFT DAMPER THE DUCT SHALL TERMINATE 3 FT. FROM OPENINGS INTO THE BUILDING. 21. SHOWERS TUB -SHOWER COMBINATION SHALL HAVE A PRESSURE BALANCE CONTROL VALVE OR THERMOSTATIC MIXTURE VALVE HANDLE POSITION STOPS ARE REQUIRED AND SHALL BE ADJUSTED PER MANI SPECIFICATIONS. - MAX MIXED WATER SETTING TO BE 120 DEG. 22. FOUNDATION WALLS SHALL EXTEND ADORE FINISH GRADE WITH THE FOLLOWING DIMENSIONS & APPLICATIONS A) BRICK/EARTH SEPARATION = 4- B) STONE/EARIH SEPARATION = 4- C) STUCCO/EARTH SEPARATION = 6• D) SIDING/FRAME (WOOD)/EARTH SEPARATION = 6' 23. ALL FIREPLACES, WOOD BURNING STOVES, AND GIS LOGS MUST BE USTED BY AN APPROVED TESTING AGENCY O.E. UL OR ANSI). INSTALLATION MUST CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS. WOOD BURNING FIREPLACES ME NOT PERMITTED UNLESS FITTED / GAS LOSS, OR M EPA PHASE II INSERT 24. FIREPLACES ARE NOT PERMITTED IN BEDROOMS UNLESS EQUIPPED WITH M APPROVED METHOD OF OBTAINING COMBUSTON AR 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 EXHAUSTING IN EXCESS OF 400 CUBIC FEE PER MINUTE (0.19 M3/S) SHALL BE PROVIDED WITH MAKEUP NR AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST NR RATE. SUCH MAKEUP AR SUSIEDMS SIWl BE EQUIPPED WITH A MEMS OF CLOSURE AND SHALL BE AUTOMATICALLY CONTROLLED TO START AND OPERATE SIMULTANEOUSLY WITH THE EXHAUST SYSTEM. LLQ Q EC O ~- 0 w C) 0 Lij Q a � L Q LU �_ Q LLL U_ 0 pC U W W 0 I � 1 t LEE THOMPSON *, 8-1880 � 8.15.2079' _ DESCRIPTION DATE BID SET Rw;N,1oR PERMIT SET "Af.i2fl:? 7 PERMR COMMENT ""AIS C B B B B C COVER SHEET A O . 0 RIVERSIDE re T 71 I 11 71 5' -Ir UNIT CL UNIT BL UNIT BR II luNIT BL 71 �� - UNIT CR 22-f IC771 O W O -�-L-� 0 0 Q CC J EL. O II O w U 0 0 �J Q 15-11- I 1 11 16'-'4- 1 1 11 27'-61- I 1 11 16'-`,i- 1 113,-11- &-d• 10'-111- 10'-1D)- NO. OF RISERS DETAIL 88'-31- GARAGE SLAB@BLDG EDGE SOUTH 10-101- 10'-Ilr 15-5' 8'-51- 16'-21- 11'-31- 16'-2]• 16'-21- 11'-3}- 16'-21- 6''51• 15-5• 22'-41' (U IT C) 31• 21'-W (INR B) 21'-61- (UHT B) }�- 11'-61- (INR B) 31= 21'-61- (UNIT B) 22-11- (INR C) 22'-11- 86'-31- 2-11- 22-4- 5WTH 133'-0- 133W 5413.13 12.42 C71-1 �MAINLEVEL FLOOR PLAN - FLOOR PLAN - SCALE: 1 /8" = 1'-0" C -B -B -B -B -C C -B -B -B -B -C IAL C:' IAM CS ":6. � � A 12-46 (67) 2 3/4.19 1104 - SOUTH 5/11 W3.13 123(.63) 1 4/. Ill 12M 1209 MOEi M6G 5413.13 1236 (.5i) 1 4/-46.19 12.11 ;� �i � y,$ 14� 511313 1134(1.59) 3 1/4.19 LA2 I'm MIDDLE B/B 511313 kk 1I 2 3/-46.19 11.44 11.4 MIDDLE 9/B 5113,13 12.42 (.71) 2 3/44.19 12 1196 MIDDLE W/8 5113.13 EMT (.R77 2 3/4.19 1104 12 � ■li�� 11/R 5413.13 � 1 4/4.19 1106 12.4 ADDLE 12/C 5113.13 12.56 (37) 1 I � 12.14 J '. NORM ' .. N4PFIA� 5112.2 II � 1 /4.19 1114 12.1 NORTH 14/9 5112.2 III I �O- $ � � '.ICF9>• _ �.. � � F9T�r� � © . � � gra MYi I . �Fsa� 1 4w�9�1:_!!'. fLL'lll'WWW . I� 4412.1 12.16 (.52') 1 4/4.19 11.14 11.7 NORTH 16/8 4412.2 11.75 (95) 2 �VISITABLEAANAG- � 11.51 II NORTH 17/8 5112.7 11.15 (1.15) 2 3/4.19 II 11.3 .. r©® 5112.7 11.16 (114) 2 1/4.19 z 11.14 . �` � m o Il �I1u`�il� llrm " II II�� .. I� m JIB i �_• � _ � � - � � ®�I � ����� m @-11 © � --- 11 `� 71 I 11 71 5' -Ir UNIT CL UNIT BL UNIT BR II luNIT BL 71 �� - UNIT CR 22-f IC771 O W O -�-L-� 0 0 Q CC J EL. O II O w U 0 0 �J Q 15-11- I 1 11 16'-'4- 1 1 11 27'-61- I 1 11 16'-`,i- 1 113,-11- &-d• 10'-111- 10'-1D)- NO. OF RISERS DETAIL 88'-31- GARAGE SLAB@BLDG EDGE SOUTH 10-101- 10'-Ilr 15-5' 8'-51- 16'-21- 11'-31- 16'-2]• 16'-21- 11'-3}- 16'-21- 6''51• 15-5• 22'-41' (U IT C) 31• 21'-W (INR B) 21'-61- (UHT B) }�- 11'-61- (INR B) 31= 21'-61- (UNIT B) 22-11- (INR C) 22'-11- 86'-31- 2-11- 22-4- 5WTH 133'-0- 133W 5413.13 12.42 C71-1 �MAINLEVEL FLOOR PLAN - FLOOR PLAN - SCALE: 1 /8" = 1'-0" C -B -B -B -B -C C -B -B -B -B -C 12 '" r UNITS 1, 2, 3, 4, 5, 6, 13, 14, 15, 16, 17, AND 18 -0'N UNITS 7, 8, 9, 10, 11 AND 12 PLAN NOTES - CONCRETE AND 2.LASONRY CONCRETE INAN OR ORM. NNNM aw = r PER FOM (1F) WIW W SU- = I:A ISS) PER Ma COORDINATE OR GRADIN RM Ill 41 044O.C. CDA"RENE "ONDI/PAm -NLHR FER RAV d DEWLS J -a0R q• PFR Dom, (IR) -PRONE 941 0 N' O.C. 30^ ODE a a4 40^ OWP W a fWIa1TW WNL AT OKRRAD 000E PER S1R11CI./CNL 50 INN BRW KNEE R: E"POI 60 ^ DRRNA A1[RMIf -57.12-ROU AH -SINN ■AN AT ENTRY CADPf 70r OPTIONAL ALTERNATE - ROHAL TOR AND KERS 80 (RYRKD) FRAMING �') WELL BEAM (INP■EDUL: FRAYXL RAN- (aRlnuwrl) 10 1 r 1. SAID CONE DOOR w/ sm alF-QOSER(OGWM{ M) d SELF- NSTNNG d THRSNOD 11 suL RAM RL FRAYING PVN(SIRUCIURN) 12 LRE a FR3wD ABOl4 i3 IBE a FRANID BELa U Lx a SaFR/ffAl AGm YAR@ MNADN Il 7 r. 15 WMIIY IRK DEPIN -10" W/ NN r Hi Y9M■ RAD CLEARANX - BO 16 34-L. WALL (INTER EDUMER) ,, O NED wNING 16r TYFIE TOOK I STRUCTURE IRIPECC GARAGE TALUS MEMBANEAGS S19 A. RNSEO FRAMED RA1Fg1MM N/ W wAUE GOOD TECNNC U^ N ADERD OPENING FOR STORKS ACCESS U^ n' . 30• APL ACCESS u 2 -NE TEN6NG Al OTHO H.V.A.C. AND FIREPLACES 23 1 mX)AL ELD= PREPUCE -NN NAES LNa1 WN11. -1 RR NEN. -'l FGRTED AR UNI - - ERLENY DRR KM PLAN NOTES - NTERICR TRIM .AND CAUH QFTS ONE Na ENGULF MD DE ROD Al ■' AT. R:NIO FVN D55 TWO MY SALVES AND Two RIDGE AT R' AND 84' AT, RE: UM PV 5 FM)5) EQUALLY SPACED Ma SNLKS NO PUN FOR SIZE. RE: UNIT PI D77 DPTIONN TWO(2)MOF UELKS ABOVE WA4WR/DHFR -RE: UND PLN' J �)i.r m SKS ABV<E NON 59 MAMMAL N 34' ANNUM 10 38' AAAAMUN ABOVE UNE a STAR NO4xG. RE. UNIT PVN IC771 O W O -�-L-� 0 0 Q CC J EL. O II O w U 0 0 �J Q RIVERSIDE UNIT AND GARAGE SLAB ELEVATIONS D66 OPRONN LOWER C'9f1S 61 v4m, R: BANS FOR SORES fli BUILDING UNIT NO./TYPE MAIN FF GARAGE /UNIT TRANSITION NO. OF RISERS DETAIL GARAGE SLAB@BACK OF DOOR GARAGE SLAB@BLDG EDGE SOUTH 1/C 5413.13 11.51 (1.59) 3 1/439 11.12 11.08 SOUTH 2/B 441313 119 (1.23) 1 3/A6.11 11.46 11.44 5WTH 3/B 5413.13 12.42 C71-1 2 3/4.19 12 11.96 SOUTH 1/0 541113 12-46 (67) 2 3/4.19 1104 - SOUTH 5/11 W3.13 123(.63) 1 4/. Ill 12M 1209 SQUAT 6/C 5413.13 1236 (.5i) 1 4/-46.19 12.11 12.1 MIDDLE 7/C 511313 1134(1.59) 3 1/4.19 LA2 I'm MIDDLE B/B 511313 11.90 (113) 2 3/-46.19 11.44 11.4 MIDDLE 9/B 5113,13 12.42 (.71) 2 3/44.19 12 1196 MIDDLE W/8 5113.13 EMT (.R77 2 3/4.19 1104 12 MIDDLE 11/R 5413.13 12M (AT) 1 4/4.19 1106 12.4 ADDLE 12/C 5113.13 12.56 (37) 1 4/4.19 12.14 12.1 NORM 13/C 5112.2 12J (.35) 1 /4.19 1114 12.1 NORTH 14/9 5112.2 12.30 (.4p) 1 4/4.19 1191 119 NORTH 15/B 4412.1 12.16 (.52') 1 4/4.19 11.14 11.7 NORTH 16/8 4412.2 11.75 (95) 2 3/4.19 11.51 11.5 NORTH 17/8 5112.7 11.15 (1.15) 2 3/4.19 11.31 11.3 NORTH 18/C 5112.7 11.16 (114) 2 1/4.19 z 11.14 . PLAN NOTES - CONCRETE AND 2.LASONRY CONCRETE INAN OR ORM. NNNM aw = r PER FOM (1F) WIW W SU- = I:A ISS) PER Ma COORDINATE OR GRADIN RM Ill 41 044O.C. CDA"RENE "ONDI/PAm -NLHR FER RAV d DEWLS J -a0R q• PFR Dom, (IR) -PRONE 941 0 N' O.C. 30^ ODE a a4 40^ OWP W a fWIa1TW WNL AT OKRRAD 000E PER S1R11CI./CNL 50 INN BRW KNEE R: E"POI 60 ^ DRRNA A1[RMIf -57.12-ROU AH -SINN ■AN AT ENTRY CADPf 70r OPTIONAL ALTERNATE - ROHAL TOR AND KERS 80 (RYRKD) FRAMING �') WELL BEAM (INP■EDUL: FRAYXL RAN- (aRlnuwrl) 10 1 r 1. SAID CONE DOOR w/ sm alF-QOSER(OGWM{ M) d SELF- NSTNNG d THRSNOD 11 suL RAM RL FRAYING PVN(SIRUCIURN) 12 LRE a FR3wD ABOl4 i3 IBE a FRANID BELa U Lx a SaFR/ffAl AGm YAR@ MNADN Il 7 r. 15 WMIIY IRK DEPIN -10" W/ NN r Hi Y9M■ RAD CLEARANX - BO 16 34-L. WALL (INTER EDUMER) ,, O NED wNING 16r TYFIE TOOK I STRUCTURE IRIPECC GARAGE TALUS MEMBANEAGS S19 A. RNSEO FRAMED RA1Fg1MM N/ W wAUE GOOD TECNNC U^ N ADERD OPENING FOR STORKS ACCESS U^ n' . 30• APL ACCESS u 2 -NE TEN6NG Al OTHO H.V.A.C. AND FIREPLACES 23 1 mX)AL ELD= PREPUCE -NN NAES LNa1 WN11. -1 RR NEN. -'l FGRTED AR UNI - - ERLENY DRR KM PLAN NOTES - NTERICR TRIM .AND CAUH QFTS ONE Na ENGULF MD DE ROD Al ■' AT. R:NIO FVN D55 TWO MY SALVES AND Two RIDGE AT R' AND 84' AT, RE: UM PV 5 FM)5) EQUALLY SPACED Ma SNLKS NO PUN FOR SIZE. RE: UNIT PI D77 DPTIONN TWO(2)MOF UELKS ABOVE WA4WR/DHFR -RE: UND PLN' J �)i.r m SKS ABV<E NON 59 MAMMAL N 34' ANNUM 10 38' AAAAMUN ABOVE UNE a STAR NO4xG. RE. UNIT PVN IC771 O W O -�-L-� 0 0 Q CC J EL. O II O w U 0 0 �J Q 60 Wll WNL w1H CAP d NWD RAL AT 36' NNNW ABO.{ YAR NOSING R &ED FLOOR TNM RAL WNL OFlKK5 2.1' BNUSTERS SPACED SUCH THAI A 4' DIAMETER SPHIR CANNOT PASS NOMIGH D66 OPRONN LOWER C'9f1S 61 v4m, R: BANS FOR SORES fli 62 PANIRt' G-REIS ]D0 GATE-OPRNLL RL 6/m'2 63 -R LR■fiS 5EXTIONOFEND. AT; /EdvAt" 4' CER DARNOP- rDitED OPI 6� LAffR CARI TB IC771 O W O -�-L-� 0 0 Q CC J EL. O II O w U 0 0 �J Q D55 WIIDPL UPPER CI■IDS D66 OPRONN LOWER C'9f1S D77 BENCH WN IMIaD iW FOR STORAGE W16N AND NBBES ARIL 6�6 NXDD'1 sEAT IB• HIGH D99 PAR11'bLL LXLFNSRLI R: 3/4.12 ]D0 GATE-OPRNLL RL 6/m'2 MISCELLANEDLIS TEMS 5EXTIONOFEND. AT; /EdvAt" 4' CER DARNOP- rDitED OPI D2 10 NPL DEIN NNCREIE STIP(S) AS 0I RR On NtNXNCS ::l ) I' NAI. 165ER HENNA D (NM ONEAMGO DOOR NM RLE[RD OA4 PM[t5 B UM LOFT OPTION ROOK DOOR 10 TEOIAIOM 3 MD ENLARGE CLOY) 1. MASTER KDRDON. :� N - DOOR 10 BEDROOM 3 NDDELETE DOM UW W/ RM 31 WOER HEATER - NGH E£RCQKY PoNFR DIRECT KM GENERAL NOTES Q u J INTERIOR ElEOSED STEEL RLV6 TO BE LER MITI AND .1 PANED . ALL GARAGE DOOR YAKS ARE F■R TERM NAAP BVtONC d INSTAL FASLN F9hT AD M1At WINDOW d 4WD YCOT4 AR -- M, G PVAS ' �" P4 4 , IATAL -H LERM ENCNSMN IRM UNDER ALL IM DOOR THIAl J 9ORFRI FORM A/C LINGRTETRlp6-VEER LOfAnew N PDD G (RYRKD) s. P R M1U- Ra9N I- AND cARxE nARs PLLN)AING,F-ATHHA£DWARE ANDAPPLIANCES 31 WOER HEATER - NGH E£RCQKY PoNFR DIRECT KM U FEMSTN LGATOT, :l URB CLOSE] N/ N' . W DF/Ji SPICE 42' HIGH MI MIDI IENOTH Of AUNTY W M SHOWER N/ TLE TO 71' ABDK F ED FLOOR Or ODOR BAY W/ 7O am DAss Do0R5 Q 37 IML BAR ! !1 J 'CALL ANC 39 RCESSID uEOCK CASW J WAIMIYANm DNNRR UH (DPIIONK RIAl E FRN) PANEL) 41 'WET PAPER HOLDER 42 -1 SM NM DSPa t3 D6xNa4R RFRIaMTORI ONS wRM TLE WIPER LM !s ORN/RAXa WOn HOOD ASDL 4:6) MACHNNE MIT wAVR ANATER/URIN Oil INTTO WALL DRAIN Aro 47 MR SPAM W6N RECESYD KN1 BOM AND 4- DWEIER DIRT 10 W14D DOPILPEN URm SNL 49 IRON -PROOF NOSE BBB ATM BNN FEW' T EKxIER :56) FLOOR GRANT 51 Dia RANG AS RORARD - PJWDER RODE(MN IEKI) D (RSERNED) 2 MY %ELKS 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 t LEE THOMPSON *. B-1880 ti , o�yS�D 8.15.201' DESCRIPTION DATE R)DSET TTITgHl9 PERMIF sET NA7Llll9 N C*yat W Wheat Rage : B B B B C BLDG. PLAN RIVERSIDE A1.0 E UPPER LEVEL FLOOR PLAN SCALE: 1/8' - 1'-0" C -B -B -B -B -C "r UNITS 1, 2, 3, 4, 5, 6, 13, 14, 15, 16, 17 AND 18 N� N UNITS 7, 8, 9, 10, 11 AND 12 PLAN NOTES - CONC£ETE AND MASONRY CONCISE WA OR ORWE '� AaE . )• PER FOW (2S) WAYUY 40PL - t]0 (5� PER " AT 17.1 COORm4m _t LRADRb PUN %i't 4'4 024'0.C. owsav: PORN/.w J -MAR RR R.W a BELLS -Im -- m Ram (1x) -`RETE 1.... 74' O.C. D mE Of sw DDROP IW m FOIA1mi10v RNEL . PEREAD DDDR PER SMUR./Urt D TtO MCN WItEik RE REMTON DOPiIONLL AEE -TE -6117- P01g1-$4NX 6E]R4 i [MIRY CµOPt TWI*tK AIE-TE - REMIAE DNC% Aril PERS Da (REa—) ERAMIN,y DsXE rAN (EREINIEO)RE: T—t, R— .11). AN- .1 (StRUCIURLL) C� 1)- INK SCDODR W/ Yu, J vE-EDv+(ar.XwcE w t7 . a vr-rAtawc a tHr&slolD 11 AES — RE: 1RMNG PJN(SOCCIUWI) 1,D2 lxE a M•WNG ABUT I� UXF m iM31M: BROR 1,4 HIRE 6 —RI" IOOE AARs: —At R1Y=7 f; IiD5 .WREN TREAD UrH -to- w/ YN. Now, uxuuu MAD REARNTR = ro• Njlq wALI (NoER [WITHER) I� —to OPENNG I� r uEm SfmYinu suvwmf�G ttnN u[ � 1� t0' PAE(D rA EO RA1r00E W/ 12' WAIF BOYO umw J NE/DEIED OPENXG MR S70M 7CCE55 21 22'. 30- ATTIC Aa L4 D 2 -ME ffimio WALL (.0) HNA.C. AND PI£EVLACES ;1 WINK ELECTRIC FCERAR YOOEM EMS `3 uDEiL uwD1s-sI. — - - s V. 1(25)1 FORCED M UW1 - xN uttCET CY DIRER YEM I 27 RE D. RµR M WIOOIRf0. C.U. Ox 36- a }6' Pµ 238 RL CM1L RNa SORB fOR AJC IRE PEE1WiIDXS-XMIY LWAIAI N ERO W",Eo) PLV,,MSIAIC„ BATH HARD'nIARE AND APPLIAA'CES 31 WIER HEWER - MIN EFTToIN EWER DHFR AW 32 PERAAL U."m WXR CL09:T W/ W. S1- — SPACE 42' HGx VERDE. WiCII dlN OF — 35 m- . W Ile 9gRFR M/ TELE M 72- µUS M61EO ROOK N' . 60- SMMR M w/ TG. SIdG I2A55 DOORS 37 TEXT 6AR 38 IOML RNC RECESSED KOCIRE CARNET IAMIXOAWt COLDER MIH (OPiI0rA4T REMOVME FERN PANEL) 41 10111 PAMR -DER 42 DOUR1 9µ Wit NSP0541 DNMA m 44 RERDLCWiOR SGR RID- A I -ER EINE MN/R WITH HDOO A WASHING WC/N— MESSED FLOOR.0 — 47 DEER SPAR FAM RXEM VE. BOA µ0 4- DIASTER WR 10 WISW 46 0?IONA1 UIWR SRN 49 FROST -MWF HOSE R. 11TH M ROW PREIEXIER D ROR OWX 51 DROP CEERO M REAtIRED - P0IADER ROOY(MN TML) (R SEED) �3i z Fa 9uAEs NOTES: PLS. REFER TO UNIT PLANS FOR FLAG NOTES OF INTERIOR PLAN NOTES - I NTERIOR TRIMANDCAT NETS D ONE 1A SEE AMD M RDD AT 6B' WE, REAR11 RAN TWD OF SHIRES µo 1MD RWS AT 42- AFO N- µF• RE: W. RAN FK(5) 1CJN1Y SPACED MW 9AMS, RE: — FIX WE, RE: INR PIµ 57 WINK 1"2).M SHIRES µ0'N w R/R.YER -RE: VIE1 PI/2I el 7"2) YDF 91EIWh — w11H fAA4XD IN R'N110F SHELVES KM - RE WO PA .'l -DR& AT N' NMYYY 10 .' —14 �J ADM INE m STM NOSNE, RE: — Rµ 60 w1F NNl MM Cµ a RDW w Ai M- IY.Muw µUS AUR 104XG OR FN6M0 ROOK " WR WNE OPF1m6 2'2• BAUAERs S ACED SUCH WT A 4- DWNIER SPHERE G 110T PASS THR0t) N 61 —TY, RE. RAx6 FOR WB 62 Pµ1RF GREETS 63 UPPER (ABt,, i 64 LOMN CNHEIS 65 mt(W LW, C19µ15 66 DPDONA WMR WItIlM 67 ENN MIH MNGED TW FOR 6Iq YNHN NO CLLOES 0.9Ui 66 REAM SEAT 1B- HEN 69 PARITWLLL E1mN510N EE: 3/MI2 51 GATE-ORONX RE: 6/1612 MISCELLANEOL.IS ITEMS 71 EMERUR INU RE: PUN/EIEVAnOHS 414- CEDAR POS NOLATED DII PVN 72 10- MX. WRH CERIUM SSP(S) M (I PER M DWMNLS µD7K FOR RERN:RIG NSE W FDR S10t6 CLASS 00016 73 WH (VERMAD DOOR — TEMPERED Qt 4 PNEES) 74 BIND EGET CPFDN: RfM DoW 10 Blom 3 AVD E.— CLOSE- N IMfiSR REMN. c UNR L01T DR01T: REMUS DOOR to K-3 ]5 µD DECK DOM LNW µD ( DEET W/ OPEN RLL GENERAL NOTES I. IXXROR DREW STEEL BFFNS TO & LEFT HED IND 101 PAµED 2. KL 6ARNDE — ARS NE E6ER RYE. 3. 16NP 91LmIG a 11— FASCx ORA AD M6IxE WNWN A SDR.'G SECOND 4. IN— F EER CEDEX- EAIFMErI TRIM uMFR ALL DOOR THRESHOLDS 5. Px. YECINNIC4 RONT FLOORS I2D LNMDE StUI6 M of �Nneat Ridge t LEE p THOMPSON 8-1880 cFySFO 8.15.2019�� DESCRIPTION DATE BID SET AEX,IDIS PERMIT SET IYAam BLDG. PLAN RIVERSIDE A 1 r 1 ... T ' ■■Iti D —.. .. rr: ■ .r. 101 �� �' T �f�l SIO WIN tr_��! 3�■- J � � I •• p o0 00 �• �'n�! V �►. u e '-- • wo o ,.1 co � o� �I y . •• � u v. ��■P�/ --_-_ --� ■ fel ME Ih III NAM= � �,II �II � I�IL�� � IIIII�.s,'. IIyy II ERWR 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� N UNITS 7, 8, 9, 10, 11 AND 12 PLAN NOTES - CONC£ETE AND MASONRY CONCISE WA OR ORWE '� AaE . )• PER FOW (2S) WAYUY 40PL - t]0 (5� PER " AT 17.1 COORm4m _t LRADRb PUN %i't 4'4 024'0.C. owsav: PORN/.w J -MAR RR R.W a BELLS -Im -- m Ram (1x) -`RETE 1.... 74' O.C. D mE Of sw DDROP IW m FOIA1mi10v RNEL . PEREAD DDDR PER SMUR./Urt D TtO MCN WItEik RE REMTON DOPiIONLL AEE -TE -6117- P01g1-$4NX 6E]R4 i [MIRY CµOPt TWI*tK AIE-TE - REMIAE DNC% Aril PERS Da (REa—) ERAMIN,y DsXE rAN (EREINIEO)RE: T—t, R— .11). AN- .1 (StRUCIURLL) C� 1)- INK SCDODR W/ Yu, J vE-EDv+(ar.XwcE w t7 . a vr-rAtawc a tHr&slolD 11 AES — RE: 1RMNG PJN(SOCCIUWI) 1,D2 lxE a M•WNG ABUT I� UXF m iM31M: BROR 1,4 HIRE 6 —RI" IOOE AARs: —At R1Y=7 f; IiD5 .WREN TREAD UrH -to- w/ YN. Now, uxuuu MAD REARNTR = ro• Njlq wALI (NoER [WITHER) I� —to OPENNG I� r uEm SfmYinu suvwmf�G ttnN u[ � 1� t0' PAE(D rA EO RA1r00E W/ 12' WAIF BOYO umw J NE/DEIED OPENXG MR S70M 7CCE55 21 22'. 30- ATTIC Aa L4 D 2 -ME ffimio WALL (.0) HNA.C. AND PI£EVLACES ;1 WINK ELECTRIC FCERAR YOOEM EMS `3 uDEiL uwD1s-sI. — - - s V. 1(25)1 FORCED M UW1 - xN uttCET CY DIRER YEM I 27 RE D. RµR M WIOOIRf0. C.U. Ox 36- a }6' Pµ 238 RL CM1L RNa SORB fOR AJC IRE PEE1WiIDXS-XMIY LWAIAI N ERO W",Eo) PLV,,MSIAIC„ BATH HARD'nIARE AND APPLIAA'CES 31 WIER HEWER - MIN EFTToIN EWER DHFR AW 32 PERAAL U."m WXR CL09:T W/ W. S1- — SPACE 42' HGx VERDE. WiCII dlN OF — 35 m- . W Ile 9gRFR M/ TELE M 72- µUS M61EO ROOK N' . 60- SMMR M w/ TG. SIdG I2A55 DOORS 37 TEXT 6AR 38 IOML RNC RECESSED KOCIRE CARNET IAMIXOAWt COLDER MIH (OPiI0rA4T REMOVME FERN PANEL) 41 10111 PAMR -DER 42 DOUR1 9µ Wit NSP0541 DNMA m 44 RERDLCWiOR SGR RID- A I -ER EINE MN/R WITH HDOO A WASHING WC/N— MESSED FLOOR.0 — 47 DEER SPAR FAM RXEM VE. BOA µ0 4- DIASTER WR 10 WISW 46 0?IONA1 UIWR SRN 49 FROST -MWF HOSE R. 11TH M ROW PREIEXIER D ROR OWX 51 DROP CEERO M REAtIRED - P0IADER ROOY(MN TML) (R SEED) �3i z Fa 9uAEs NOTES: PLS. REFER TO UNIT PLANS FOR FLAG NOTES OF INTERIOR PLAN NOTES - I NTERIOR TRIMANDCAT NETS D ONE 1A SEE AMD M RDD AT 6B' WE, REAR11 RAN TWD OF SHIRES µo 1MD RWS AT 42- AFO N- µF• RE: W. RAN FK(5) 1CJN1Y SPACED MW 9AMS, RE: — FIX WE, RE: INR PIµ 57 WINK 1"2).M SHIRES µ0'N w R/R.YER -RE: VIE1 PI/2I el 7"2) YDF 91EIWh — w11H fAA4XD IN R'N110F SHELVES KM - RE WO PA .'l -DR& AT N' NMYYY 10 .' —14 �J ADM INE m STM NOSNE, RE: — Rµ 60 w1F NNl MM Cµ a RDW w Ai M- IY.Muw µUS AUR 104XG OR FN6M0 ROOK " WR WNE OPF1m6 2'2• BAUAERs S ACED SUCH WT A 4- DWNIER SPHERE G 110T PASS THR0t) N 61 —TY, RE. RAx6 FOR WB 62 Pµ1RF GREETS 63 UPPER (ABt,, i 64 LOMN CNHEIS 65 mt(W LW, C19µ15 66 DPDONA WMR WItIlM 67 ENN MIH MNGED TW FOR 6Iq YNHN NO CLLOES 0.9Ui 66 REAM SEAT 1B- HEN 69 PARITWLLL E1mN510N EE: 3/MI2 51 GATE-ORONX RE: 6/1612 MISCELLANEOL.IS ITEMS 71 EMERUR INU RE: PUN/EIEVAnOHS 414- CEDAR POS NOLATED DII PVN 72 10- MX. WRH CERIUM SSP(S) M (I PER M DWMNLS µD7K FOR RERN:RIG NSE W FDR S10t6 CLASS 00016 73 WH (VERMAD DOOR — TEMPERED Qt 4 PNEES) 74 BIND EGET CPFDN: RfM DoW 10 Blom 3 AVD E.— CLOSE- N IMfiSR REMN. c UNR L01T DR01T: REMUS DOOR to K-3 ]5 µD DECK DOM LNW µD ( DEET W/ OPEN RLL GENERAL NOTES I. IXXROR DREW STEEL BFFNS TO & LEFT HED IND 101 PAµED 2. KL 6ARNDE — ARS NE E6ER RYE. 3. 16NP 91LmIG a 11— FASCx ORA AD M6IxE WNWN A SDR.'G SECOND 4. IN— F EER CEDEX- EAIFMErI TRIM uMFR ALL DOOR THRESHOLDS 5. Px. YECINNIC4 RONT FLOORS I2D LNMDE StUI6 M of �Nneat Ridge t LEE p THOMPSON 8-1880 cFySFO 8.15.2019�� DESCRIPTION DATE BID SET AEX,IDIS PERMIT SET IYAam BLDG. PLAN RIVERSIDE A 1 r 1 �Im Z f A5.00 I I I E�aa ----. II Q f AS.� I A5.00 w 5 x, I VU' II 1QBUILDING SECTION: BUILDING C -B -B -B -B -C SCALE: 1/4" = P-0" ■ � BUILDING SECTION: BUILDING C -B -B -B -B -C SCALE: 1/4" = 1'-d' w w � CE W ~ Q LLl LL —� ■ wO U } rs DC U w w w TOP PLATE. ! I i I, . �, ! i !I ! i I � p1m �IWI,1,11 � ti ■ qa ®d � • IL' ®� I s��tlf:fa • 1Fl�ii I I �+ '• '� TOP �Ilsi€,SII VIII€ / • 1 • 1 • . 1 c © / ■:; ���: DINING © 1 ii��i ::.w:: il■11_It�lii .��■:; il■/■It�' ® e ®ISI ® I ® I I ®FLR. I VU' II 1QBUILDING SECTION: BUILDING C -B -B -B -B -C SCALE: 1/4" = P-0" ■ � BUILDING SECTION: BUILDING C -B -B -B -B -C SCALE: 1/4" = 1'-d' w w � CE W ~ Q LLl t LEE 1. THOMPSON *' e-1880 r` I nFys fo B.ts.sots�� Al DESCRIPTION DATE BID SET F,EIE,£� PERMIT SEE Y V,*f =C B B B C BUILDING SECTION RIVERSIDE A4.0 LL —� ■ wO U } rs DC U w w w t LEE 1. THOMPSON *' e-1880 r` I nFys fo B.ts.sots�� Al DESCRIPTION DATE BID SET F,EIE,£� PERMIT SEE Y V,*f =C B B B C BUILDING SECTION RIVERSIDE A4.0 BOTTOM OF PERIMETER GRADE SAM ELEVATION 132-0 5'-71�' 16'-4' S-8' I6'-4" 5'-8' I6'-4' 5-8' 16'-4" 5-8' 16'-4• 2'-10• m 6' 4'- ' 3'-63F 3'-6;' 5'-2W 5' 216 5' 6' 5'-6' 5'-6' 5' 6' 5' 6- 5'-6' 5'-6" 5' 6' S' 6' 5'-6' 5'-6' 5' 6" 5' 6' S'-6' S'-6' 5' 6' S'- - 5'-216' 3'-6?6' 3'-636' 4 0' 6 Pik e.o. caAOE a Au FNLv "If - B3.v •"_11_11: 1-° DLv. ss -o h b Del• ss-° POST -TENSIONED FOUNDATION GENERAL NOTES POST -TENSIONED SLAB CONSTRTION UC 1. POST -TENSIONED CONCRETE SHALL BE IN ACCORDANCE WITH 'RECOMNEND1710N5 FOR CONCRETE MEMBERS PRESTRESSED WITH UNBONDED TENDONS'. REPORTED BY ACI -ASCE COMMITTEE 423, AND AO 318, 2. POST -TENSIONING TENDONS SHALL CONSIST OF LOW -RELAXATION STRANDS CONFORMING TO ASTM A416, COVERED WITH A PROPERLY APPUED COATING OF GREASE, ENCASED IN EXTRUDED PLASTIC SHEATHING OF MINIMUM 25.1 THICKNESS 3. ANCHORAGE AND COUPLINGS SHALL MEET THE ACI REOUIREMENTS NOTED ABOVE. 4. FULL STRESSING WILL NOT BE ALLOWED UNTIL CONCRETE COMPRESSIVE STRENGTH OF 3400psi IS ATTAINED (APPROXIMATELY 7 DAYS AFTER CONCRETE PLACEMENT). 5. DELAYS INSTRESSING THE POST-TENSIONNG TENDONS 7 DAYS AFTER THE POUR WILL CAUSE EXCESSIVE SUB CRACKING AND ARE NOT RECOMMENDED. STRESSING SHALL BE DONE RIGHT AFTER THE STRENGTH HAS REACHED 3,375E ' (75% OF 4,500psi). fi. POST-TENSIONFD STRAND WILL BE 1/2' DIAMETER, 7 WIRE WITH AN ULTIMATE STRENGTH OF 2701W. MANUFACTURED IN ACCORDANCE WITH THE ASTM A416. THE FINAL PROFILE FOR THE TENDONS SHALL BE DETERMINED BY MNA, INC. AND FABRICATOR/ CONTRACTOR PRIOR TO THE TENDON FABRICATION. CONTRACTOR'S PLAN FOR DIVIDING LARGE SLABS INTO SMALLER SECTIONS AND POUR STRIPS LOCATIONS SHALL BE PROVIDED TO THE MNA INC. FOR RENEW AND APPROVAL PRIOR TO TENDON FABRICATION AND PLACEMENT. 7. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING CERTIFIED STRESSING RECORDS FOR REVIEW BY MINA. Inc. STRANDS MUST NOT BE BURNED OFF UNTIL ENGINEERS ACCEPTANCE. ALL STRANDS WILL BE STRESSED TO A MAXIMUM OF 33.Ofps 'NTH A VARIATION IN ELONGATION OF 5x CARE SHOULD BE TAKEN NOT TO OVERHEAT ANCHORAGE AND COMPONENTS WHILE BURNING OFF STRANDS, PROTRUDING TENDONS SHALL BE BURNED OF APPROXIMATELY 1' FROM FACE OF ANCHORAGE. B. IF TENDON SHEATHING IS DAMAGED IT SHOULD BE REPAIRED BY CREASING TENDON AND WRAPPING KITH DUCT TAPE 9. WRFc9OWST BE SUPPORTED A MINIMUM OF 4'-0' ON CENTER BY UP TO 2Y' CHAIRS. 10. WEDGE POCKETS SHOULD BE FILLED WITH NON-METALIC NON -SHRINK GROUT WITHIN 7 DAYS OF FINAL STRESSING OPERA110N. 11. CONCRETE SHOULD BE CAREFULLY VIBRATED OR RODDED BEHIND TENDON ANCHORAGES 12. PRIOR TO GROUTING ALL TENDON ENDS SHOULD BE COVERED WITH RUST INHIBITING MASTIC COATING. 13. ALL INTERSECTIONS BETWEEN POST TENSIONING STRANDS SHALL BE SECURED TO PREVENT TENDON MOVEMENT WRING CONCRETE PLACEMENT. 14. EXTREME CARE SHOULD BE EXERCISED WHEN PLACING CONCRETE TO PREVENT STRAND FROM BEING DISPLACED FROM SLAB CENTER. PLACE STRAND IN SAB AS STRAIGHT AS POSSIBLE TO EUMINATE EXCESSIVE WOBBLE. 15. GROMMETS MUST BE PLACED TIGHTLY IN CASTING TO PREVENT CONCRETE PASTE FROM ENTERING. GREASING OF GROMMETS BEFORE PLACING OF ANCHORS IS HIGHLY RECOMMENDED. 16. CARE MUST BE TAKEN TO PREVENT LOOSE SOL. SOL CLUMPS AND DEBRIS FROM OCCURRING AT TOP OF SUBGRADE AND FROST WALLS. 17. CONSiRI1CTION LOADS DN THE CONCRETESIPJl BE MINIMIZED UNTIL THE SLAB IS STRESSED. 18. AFTER 48 TO 72 HOURS OF CONCRETE PLACEMENT. PROVIDE HALF STRESS TO ALL TENDONS 19. AFTER MAX. 7 DAYS OF CONCRETE PLACEMENT, PROVIDE FULL STRESS TO ALL TENDONS 132'-0' BUILDING 3 - POST TENSIONED SLAB FOUNDATION PLAN SCALE 3/16'= V-0' ALL .FBOL15 SHALL BE PLACED AT TIME OF P(xIR. N GENERA 1. THE GENERAL CONTRACTOR SHALL VERIFY THE DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING WORK. THE ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES 2. THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL, MECHANICAL ELECTRICAL, PLUMBING AND CIVIL WORKS VAIN THE STRUCTURAL CONTRACT DOCUMENTS, THE ARCHITECT/ STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES JI, " VERIFIED BY THE CONTRACTOR. ALL PENETRATIONS ARE SUBJECT TO APPROVAL BY THE ARCHITECT/STRUCTURAL ENGINEER. a 4. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGEER IN WRITING OF ANY CONDITIONS IN THE FIELD CONTRADICTING O THOSESHOWN ON THE ARCH./ STRUCTURAL CONTRACT DOCUMENTS. a 5. REFER TO THE ARCHITECTURAL DOCUMENTS FOR ALL DIMENSIONS NOT SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS. DO NOT F TH STIR I RA ONTR TON D M N ALL DIMENSIONS SHALL BE VERIFIED 6. SHOP DRAWINGS, VENDOR DRAWINGS, OR ANY MATERIAL PREPARED AND SUBMITTED BY IN CONTRACTOR OR SUBCONTRACTOR VATH ARCHITECTURAL PRIOR TO ARENOT CONSIDERED PART OF THE STRUCTURAL CONTRACT DOCUMENTS. ANY ENGINEERING DESIGN PROVIDED BY OTHERS CONSTRUCTION. AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE. 1 • 11_LY -- � i= -s -tea • wli_14�1� • _ __ s �J.d's -_ �J_�' __ YIIWWI ��. -_ _ Jx•P�" _ Is - �i�.le�@.� _ -�� 1_IY_t` _£�I���- �___' �_I-T _ LTJ Q O z Z m W W r V) e f V JJ / L: \W " I M1i N •• , .., ' ,•»N>aT ., ,, �"!i�� � �, +�it7rrir �i wr►rI�` 10 ESI " ��` 6i ! :B 1'i�fiiiitilll�i 1 - ' � ..►1 - 11!lII - �l - �I� 1!!�i�lf - �� - iri■�Il �l I! - EnjWA �i� - ...,•,,.. , 11■f�IIRI!R®�1�19�1■�bifllX111!IllfR��llwk�w■i�lll■■!f�?Rl�Pi�lfl•��1�1! w�tli0••®�(I!■!!1!!i�11N■!�■I�ill-�■t11�971111!!9l��tlll ,• : . • •� :z�TreFrFL�iMI�����iFFIrFiFrllil��i.7�������0 ® ���rrirr������r a3>• �����I� � , I I� L _ JIIIII_i ®�,.x ® 11V 6 _ ala.: i 0111111! 4 _ _ \ � `E9�fil POST -TENSIONED FOUNDATION GENERAL NOTES POST -TENSIONED SLAB CONSTRTION UC 1. POST -TENSIONED CONCRETE SHALL BE IN ACCORDANCE WITH 'RECOMNEND1710N5 FOR CONCRETE MEMBERS PRESTRESSED WITH UNBONDED TENDONS'. REPORTED BY ACI -ASCE COMMITTEE 423, AND AO 318, 2. POST -TENSIONING TENDONS SHALL CONSIST OF LOW -RELAXATION STRANDS CONFORMING TO ASTM A416, COVERED WITH A PROPERLY APPUED COATING OF GREASE, ENCASED IN EXTRUDED PLASTIC SHEATHING OF MINIMUM 25.1 THICKNESS 3. ANCHORAGE AND COUPLINGS SHALL MEET THE ACI REOUIREMENTS NOTED ABOVE. 4. FULL STRESSING WILL NOT BE ALLOWED UNTIL CONCRETE COMPRESSIVE STRENGTH OF 3400psi IS ATTAINED (APPROXIMATELY 7 DAYS AFTER CONCRETE PLACEMENT). 5. DELAYS INSTRESSING THE POST-TENSIONNG TENDONS 7 DAYS AFTER THE POUR WILL CAUSE EXCESSIVE SUB CRACKING AND ARE NOT RECOMMENDED. STRESSING SHALL BE DONE RIGHT AFTER THE STRENGTH HAS REACHED 3,375E ' (75% OF 4,500psi). fi. POST-TENSIONFD STRAND WILL BE 1/2' DIAMETER, 7 WIRE WITH AN ULTIMATE STRENGTH OF 2701W. MANUFACTURED IN ACCORDANCE WITH THE ASTM A416. THE FINAL PROFILE FOR THE TENDONS SHALL BE DETERMINED BY MNA, INC. AND FABRICATOR/ CONTRACTOR PRIOR TO THE TENDON FABRICATION. CONTRACTOR'S PLAN FOR DIVIDING LARGE SLABS INTO SMALLER SECTIONS AND POUR STRIPS LOCATIONS SHALL BE PROVIDED TO THE MNA INC. FOR RENEW AND APPROVAL PRIOR TO TENDON FABRICATION AND PLACEMENT. 7. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING CERTIFIED STRESSING RECORDS FOR REVIEW BY MINA. Inc. STRANDS MUST NOT BE BURNED OFF UNTIL ENGINEERS ACCEPTANCE. ALL STRANDS WILL BE STRESSED TO A MAXIMUM OF 33.Ofps 'NTH A VARIATION IN ELONGATION OF 5x CARE SHOULD BE TAKEN NOT TO OVERHEAT ANCHORAGE AND COMPONENTS WHILE BURNING OFF STRANDS, PROTRUDING TENDONS SHALL BE BURNED OF APPROXIMATELY 1' FROM FACE OF ANCHORAGE. B. IF TENDON SHEATHING IS DAMAGED IT SHOULD BE REPAIRED BY CREASING TENDON AND WRAPPING KITH DUCT TAPE 9. WRFc9OWST BE SUPPORTED A MINIMUM OF 4'-0' ON CENTER BY UP TO 2Y' CHAIRS. 10. WEDGE POCKETS SHOULD BE FILLED WITH NON-METALIC NON -SHRINK GROUT WITHIN 7 DAYS OF FINAL STRESSING OPERA110N. 11. CONCRETE SHOULD BE CAREFULLY VIBRATED OR RODDED BEHIND TENDON ANCHORAGES 12. PRIOR TO GROUTING ALL TENDON ENDS SHOULD BE COVERED WITH RUST INHIBITING MASTIC COATING. 13. ALL INTERSECTIONS BETWEEN POST TENSIONING STRANDS SHALL BE SECURED TO PREVENT TENDON MOVEMENT WRING CONCRETE PLACEMENT. 14. EXTREME CARE SHOULD BE EXERCISED WHEN PLACING CONCRETE TO PREVENT STRAND FROM BEING DISPLACED FROM SLAB CENTER. PLACE STRAND IN SAB AS STRAIGHT AS POSSIBLE TO EUMINATE EXCESSIVE WOBBLE. 15. GROMMETS MUST BE PLACED TIGHTLY IN CASTING TO PREVENT CONCRETE PASTE FROM ENTERING. GREASING OF GROMMETS BEFORE PLACING OF ANCHORS IS HIGHLY RECOMMENDED. 16. CARE MUST BE TAKEN TO PREVENT LOOSE SOL. SOL CLUMPS AND DEBRIS FROM OCCURRING AT TOP OF SUBGRADE AND FROST WALLS. 17. CONSiRI1CTION LOADS DN THE CONCRETESIPJl BE MINIMIZED UNTIL THE SLAB IS STRESSED. 18. AFTER 48 TO 72 HOURS OF CONCRETE PLACEMENT. PROVIDE HALF STRESS TO ALL TENDONS 19. AFTER MAX. 7 DAYS OF CONCRETE PLACEMENT, PROVIDE FULL STRESS TO ALL TENDONS 132'-0' BUILDING 3 - POST TENSIONED SLAB FOUNDATION PLAN SCALE 3/16'= V-0' ALL .FBOL15 SHALL BE PLACED AT TIME OF P(xIR. N GENERA 1. THE GENERAL CONTRACTOR SHALL VERIFY THE DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING WORK. THE ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES 2. THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL, MECHANICAL ELECTRICAL, PLUMBING AND CIVIL WORKS VAIN THE STRUCTURAL CONTRACT DOCUMENTS, THE ARCHITECT/ STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES 3. THE PENETRATIONS REWIRED IN THE ROOF, FLOORS & SLAB FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK SHALL BE �Z W VERIFIED BY THE CONTRACTOR. ALL PENETRATIONS ARE SUBJECT TO APPROVAL BY THE ARCHITECT/STRUCTURAL ENGINEER. a 4. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGEER IN WRITING OF ANY CONDITIONS IN THE FIELD CONTRADICTING O THOSESHOWN ON THE ARCH./ STRUCTURAL CONTRACT DOCUMENTS. a 5. REFER TO THE ARCHITECTURAL DOCUMENTS FOR ALL DIMENSIONS NOT SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS. DO NOT F TH STIR I RA ONTR TON D M N ALL DIMENSIONS SHALL BE VERIFIED 6. SHOP DRAWINGS, VENDOR DRAWINGS, OR ANY MATERIAL PREPARED AND SUBMITTED BY IN CONTRACTOR OR SUBCONTRACTOR VATH ARCHITECTURAL PRIOR TO ARENOT CONSIDERED PART OF THE STRUCTURAL CONTRACT DOCUMENTS. ANY ENGINEERING DESIGN PROVIDED BY OTHERS CONSTRUCTION. AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE. ALL ELEVATIONS NOTED ON PLAN 7. ALL REFERENCES TO CODES, STANDARDS, AND SPECIFICATIONS SHALL MEET THE LATEST VERSION OF THE REFERENCED SHALL BE VERIFIED 'NTH THE PLOT MATERIAL PUBLISHED AT THE DATE OF TAKING BIDS, UNLESS STATED OTHERWISE. B. FIELD ALTERATIONS OF ANY STRUCTURAL MEMBER SHALL NOT BE EXECUTED WITHOUT APPROVAL FROM THE STRUCTURAL PLAN PRIOR TO CONSTRUCTION. ENGINEER AND ARCHITECT. 9. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. 10. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS. THE MORE STRINGENT m REQUIREMENTS SHALL GOVERN. VERIFY W/ STRUCTURAL ENG. LTJ Q FOUNDATION NOTES 1. T.O.C. DENOTES TOP OF CONCRETE SLAB 2. S.T.C. DENOTES STEP TOP OF CURB 3, SB R, DENOTES STEP BOTTOM OF RID 4. n>mm�mml,m INDICATES SLAB STEP INDICATES SUB SLOPE 6.'m INDICATES SLAB STEP AND SLOPE 7. ALL ELEVATIONS DIMENSIONS NOTED ON PLAN SHALL BE VERIFIED WITH PLOT PUN PRIOR TO CONSTRUCTION. 8. ALL TENDONS SHALL BE STRESSED TO A MAXIMUM O 33.0 Kips. 9. POST TENSIONED FORCES OF 26.4K IS THE NET FINAL FORCES AFTER ALL LOSSES CONSIDERED. 9. ALL EXTERIOR J -BOLTS SHALL BE PLACED AT TIME OF POUR. 10. RE:LATERAL PUN FOR HOLDOWN PLACEMENT DETAILS 1, ALL PERIMETER GRADE BEAMS ARE 12' WHDE x 3•-0' DEEP U.N.O. 2. ALL INTERIOR NON -LOAD BEARING RIBS ARE 12' WIDE x Z-0' DEEP U.N.O. 3. ALL INTERIOR DEMISING WALLS RIBS ARE 14' WIDE x 2'-0' DEEP U.N.O. T.O. F.F. ELEV. = 100'-0- = 5412.70' ON CIVIL PLANS SE ARCHITECTURAL PLANS FOR PLUMBING PENETRATION LOCATIONS TYP. SEE SHEET S-2.0 & S-2.1 FOR APPLICABLE FOUNDATION DETAILS. INTERIOR (RETROFIT INSTALLATION). SEE SHEET S-5.0 FOR INTERIOR HOLDOWN/ CONTRACTOR & SITE SUPERINTENDENT SHALL REVIEW DRAWINGS AND SHALL VERIFY ALL DIMENSIONS AGAINST CURRENT ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION, AND NOTIFY MNA, Inc. OF ANY DISCREPANCIES. ST. CML ARCNIIEC'DIN %ANNING 0521 E. YAM Avmue, SJR 200 ver, Cd _ JOM6 (303) 377fi 01 faz(303)37>3656 wvw.mrae,IgreeNq.mm U �Z W a W O 4. Z a O3 H Z Om Oneo O a �W U mz� " Www Z m LTJ Q O z Z m W W r V) e f V JJ / L: \W S1.01 8.47± ME 12.00 TW 11.6) STA: 2+90.53/11.00' R ELEV=5411.84 12.00 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 CUT 11. 1,60 11.02 LP STM MH -MH -2 (FLAT TOP) TI 4' DIA MH ELi 1.56 11.36 3' TRANSITION TO • FULL -HEIGHT CURB I� 11.63 _�1.4$$�r 11.55 i--11.57 li 11.95 GS- 1' SPILL 11.89 11 CURB / /T F\ / 5 SID ALK HASE 11 45 E q 3.04 11 78 111.87.E >>> 11..77- 1185) 11.77- 11.85- 11.77- 11.74 G5 11.85- 11.59- 11.53 I 11.30 LP I STM I INLET -AD -1 18" DIA. 0 1 W/ DOME GRATE EX. 5' D.U.E. I+- REC. NO.: 11.741GS F1693798 \1 z7% 11.97 Tyl10.13 BW -�- I�tt,tt 111� v®v vol I 1 & 18) I 14 15 BLDG. 16 1 SIM INLET - ❑D OO \ 18" DIA. DB, W/ DOME RA NO N o x.. . �0 0 EX. 5' UTILITY AND 53 1139 , I e rIa DRAINAGE EASEMENT \ 14 1 FL- REC. NO.. F1693798 \ �12.3 I - \STM = STREET LIGHT .Xyl )2.41 - 82.41 ry ' 4 2.414 12.37 INLEIRI-ADO-5 �V = VISITABLE LOT ANTICIPATED INCREMENTAL 1. 14" 1.0 E DRAIN = ADA LANDING LANDING TO BACK OF 124" 12" TEE'�: »> =HANDRAIL REQUIRED MAY BE PARTIAL RISER. I I x o I 1 I 3' I - 10.97 / I --- (CRUSHER FINES & GUTTER W/ 2' N I \ I 1 o TpylAp ( ) IT4, 9 - pEY L BOUNDARY / T999 1 T 1 .9 2 I I I I I II i 1 1 I ! II I I I ' A !g SIDEWALK PROPERTY Em 0 13 TYPE C 5412.70 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) I EX. 10' UTILITY AND DRAINAGE EASEMENT REC, N0.:F1 93798 1 1' CURB CUT .67R 11.38 HP 0.67 11.02 LP 11 00' R TA: 1+96.38/11.00' R STA: 1+43.00/11.00' ELEV=5411.55 ELEV=5411.19 PRIVATE DRIVE C t 6" VERTICAL CURB (ASPHALT) Illl0000 AND 2' GUTTER �7 - -1 --11.63 HP - �.51Z 2+00 m o+ < V+ 11.73 HP 0, 11. 1 9A o _. k a v 0 v j v®v vol I h _ 11.34 I 14 15 BLDG. 16 TYPE B 5412.70 TYPE B 3 TYPE B 5412.70 5412.70 ❑D OO ❑D o NO FOUNDATION ELEVATION o x.. . �0 0 EX. 5' UTILITY AND 53 1139 , I e rIa DRAINAGE EASEMENT 7M INLET -ADL -2 �� 2 2 DIA. DB W/ D � - 1 �2 12.20 GS 12.20 GS 12^ 5412 REC. NO.. F1693798 C , 12.33 11.87 LP �12.3 "2.2 12.29 12.23 = STREET LIGHT .Xyl )2.41 - 82.41 ry ' 4 2.414 12.37 17 TYPE B 5412.70 ❑V N ROOF DRAIN CONNECTION (TYP) 0 18 TYPE C 5412.70 E -6.93± ME "� I I I 12.00 TW ° I 4 CO k. MAIN NAN E < :1 ACCESS AMP .6R Q I r cud CUT ° 10.82,-10. 0.82a10.461 TW 8.521 BW I O1 FEE(' I �I 10.0 1128 11.11 HP t I 1 inch = 10 FL TA 1 2100 1 00 R 10.85 1 S + `a =5410.73 N I O = ROOF DRAIN I h _ 11.34 I I 10.97 10.96 1+ 0 „GS = GROUND SHOT w U>1 I 10.80 i 63gy; = ANTICIPATED TOP OF Q (2 RISERS) - 1.2' FOUNDATION ELEVATION 1 -► = FLOW ARROW DIFFERENCE BETWEEN TOP EX. 5' UTILITY AND 53 1139 , I e FRONT OF THE GARAGE DRAINAGE EASEMENT -11,49 1 � DRIVEWAY MAXIMUM SLOPE REC. NO.. F1693798 y 4' SAN MH ® = STORM INLET OX (1 RISER) = 0.6' • • + • + = POTENTIAL EXPOSED FOUNDATION 11.9 (TYP) = STREET LIGHT 3X (3 RISERS) = 1.9' ■ r. r. ■ = SPILL CURB --r \\ �V = VISITABLE LOT ANTICIPATED INCREMENTAL I 4' CONIC. PXN Q 11.14 (SEE SHEET �) \ = ADA LANDING LANDING TO BACK OF 11.06 y, »> =HANDRAIL REQUIRED MAY BE PARTIAL RISER. \ I x o I 11.34 1.32 ICW'-- - -- - - -- --T V 10.97 / \ 11.48 & GUTTER W/ 2' N \ I 18. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE TpylAp ( ) 11.96 TW TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER 10.00 BW 11.51 DN49,768-120-R7. BY CTL THOMPSON INC. FOR GRADING AND RFTAININ WALL SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. j (SEE SHEETS 1 $ 18) / !g SIDEWALK PROPERTY CHASE r I I I I x x NP�zw BOUNDARY I I I 11.61 FLS SIDEWALK 1115-tP- �� CHASE 5412• y ® - - c PRIVATE DRIVE �ti Si < C m D o C cm o e`4 22 9; 1 Ac c: PRIVATE DRIVE B i wj LU 3 Q a 5 r: _ w � m E. A 3ww_ N 8�'rica 020 1 ®_--_ W4ITH AVE KFVMAP LEGEND = SPOT ELEVATION O = ROOF DRAIN *90,25 CONNECTION HP/x LP = HIGH POINT/LOW POINT ,TW/x BW= TOP WALL/BOTTOM WALL „GS = GROUND SHOT w U>1 „EW = EDGE OF WALK O (1 RISER) = 0.6' 63gy; = ANTICIPATED TOP OF Q (2 RISERS) - 1.2' FOUNDATION ELEVATION ANTICIPATED INCREMENTAL -► = FLOW ARROW DIFFERENCE BETWEEN TOP S.OR = SLOPE OF FOUNDATION AND THE e FRONT OF THE GARAGE SLAB TO MAINTAIN = FIRE HYDRANT DRIVEWAY MAXIMUM SLOPE ® = WATER METER AT 10R. ® = STORM INLET OX (1 RISER) = 0.6' • • + • + = POTENTIAL EXPOSED FOUNDATION 2X (2 RISERS) = 1.3' = STREET LIGHT 3X (3 RISERS) = 1.9' ■ r. r. ■ = SPILL CURB ¢X (4 RISERS) = 2.5' �V = VISITABLE LOT ANTICIPATED INCREMENTAL -. DIFFERENCE BETWEEN = ADA LANDING LANDING TO BACK OF SIDEWALK. HIGHEST STEP »> =HANDRAIL REQUIRED MAY BE PARTIAL RISER. W 2 Z zQ 0 W Z O 99U 19 n WV) pZ y0 l W z Q J a z 0 Q 0 W J_ Q W 0 11.15 ,-11.7011.31 R ��+ 20� .c w W N > r I C J w G =I o TO T j GRADING NOTES: I 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. Q� 3 AIN AMINIMUM OF 0.59. GRADE AT FLOWLINE w U>1 Q y INTO ALLTSOR UMPOINLETS. -I LLI g G 8=>1 e 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. y ur -amp z 6 v w O w 5. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF W ~ p a v I ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. > cn C 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES BUILDING PLANS FOR W v z d F ,p LU BUILDING DETAILS, SUBMITTED BY THE ARCHITECHT. x o 6" VERTICAL CATCH CU,R8- 1 1.32 ICW'-- - -- - - -- --T V N & GUTTER W/ 2' N 18. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE TpylAp ( ) 11.96 TW TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER 10.00 BW DN49,768-120-R7. BY CTL THOMPSON INC. FOR GRADING AND SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. j z Z I I x x NP�zw o o F W y 0 1c.�o b>f,46.1iZ.ti3 Gs ---- - O 9. MAIL, KIOSK AND BIKE RACKS BE INS LLED PER LANDSCAPE O --Ile-- ----- - - " �- O _ C'S \ DETAILS PROVIDED IN APPROVED PLANNED BUILDING GROUP (PBG) Q ¢ Q Q10 h N PLANS BY DEW13ERRY I J3 ENGINEERS INC. g .y .._ _ .. SIDEWALK r I m m W • CHASE 63 o request marlang of undergroundfacilites m y m Q nn 131 ._ � _..,....__ • c o o T_�=.®-_ / - � � i � 4- 17111 w h Z W M I_ J - - Knowwhat's below. o o m m 12D DB W/ DOME GRATE STM IN4T-A 3 9 0 0 0 0 12" DIA. DB W/*ME GR \� 12.23 12.43 9.02 BW 811x11 before you dl c d \ Call or visit rand 1n r ,h rh U 12.65 _TW _ for more information o o o O 7 8 9 BLDG. 10 a0 11 12 SIDEWALK ry \ TYPE C TYPE B TYPE B 2 TYPE 8 h TYPI B TYPE C 1. CHASE rn \ \ � It is the contractors responsibility to contact z 5413.13 5413.13 5413.13 5413.13 541 13 5413.13 r ;o 0 UNCC a - s prior to me start 1 I of c union operation . V V V V / V 2X - I erry I J3 Engineers Inc. 'ms rro ysur'Rn 13 / r,22. I �' a sponsiNli�je�tlergroun adlities O?;: 'A, - - t MAI KIOSK I I tlepicted in this p n set I W/ BIKE RACKS 12.32 12.53 1 BASIS OF BEARINGS: u 3 773 e I _ (6" CON .PAD) / BEARINGS SHOWN HEREON ARE B ED� E i NE OF THE 5 t _ 4• g I NORTHEAST QUARTER OF SECTION I � NGE 69 P.M., WHICH BEARS NO '31'28"W BETWEEN FOU MONUMENTS I 9.51 BW + NAL ® A"A LA s I 1015 BW 12.77 TW SHOWN HEREON PER THE CITY OF E T RIDGE'S COORDINATE SYSTEM / y I 1 DATED FEBRUARY 1, 2008. �UI W �- / --'- 7.88 hW... - - - ISOn SITE BENCHMARK: m m o I I I BENCH MARK "F 412" ; U 0 11.6 " 92 LOCATED AT THE INTERSECTION OF KIPUNG STREET AND WEST 32ND u LO o` O •• AVENUE, AT THE NORTHWEST CORNER OF THE AVENUE, 50.5 FEET EAST OU 01 MATCH LINE OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE STREET, 50.5 m m E FEET NORTHWEST OF A FENCE, AND 3.3 FEET SOUTHEAST OF THE Z i CO i m = (SEE SHEET 16) SOUTHWEST LEG OF A PARK SIGN. u Q �o W oL6 y0 t0i ELEVATION = 5562.74 FEET (NAVD 1988) a o v x 12. 9J I I 2.521 -T:_-T- II I I I i I I 1 I �I I .75 P / -- - I I j� 1 I FULL� 1 EIGHad TO 3 RB 0 ^ • ni ° 11.64 i+ 11.62 3 1 < 11.45 CRUSHER FINES 1 12 11.29 2' CONC. PAN 1I 1 11ut12 11 29 E (SEE SHEET 27) S IN Ti 1 18' bIA. DB W/ DOM IG 11112 1, 112 6"IVERTIC{�L CATCH RB 11& GUTTER W/ 2' AN 11.45 ) 4: 11.62 1 ( •1. 11.64 3' PIA II ON 0 d ❑ a / LL -HE, H CU 38 I I STM INET -ADO -6 9.57 LP 12" INLINE DRAIN I 24" x 12" TEET v I�v V�g�v I IL 1 n B L. 4 12.99 12.38 SW II 12 1 13.05 TW 9.6 1 1 4X 3 1 e 9.62 \S4j011 70 .8 W d 12.99 12.94 1 2 -- TYPE C TYPE B 5413.13 5413.13 II 1 5 �v I l 4.1 - STM INET:ADO-7 X 12' INLIDRAIN 1 _ 24" x112' TEE I r G M iO yy,JJ BOIINRTY �ARY r 8' DIA. (SEE SHEET 15) MATCH LINE I ----......... PRIVATE DRIVE B---_-. SECntlN\ (ASPHALT) H�31t t5' E� 11.96 X72.06 12.12 FL 12.}6 12.2 12.: w vo - vlo�l 3BLDG. ❑V 4 5 TYPE B 1 TYPE B TYPE B 5413.13 5413.73 5413.13 n = ❑V 6" INLINE EX. 15" SAN 1141 to 10.55 = SPOT ELEVATION 10.55 10.85 x 12.56 ¢ N 11.3 6 IEO 10.47 = HIGH POINT/LOW POINT 10.47_ 10.76 10_76 12.47 _ \-__.._ _1. _ tK __._. _ _ _ - _ - I H SlM 8 10.19 Q (2 RISERS) = 1.2' 1E a❑e ANTICIPATED INCREMENTAL 45/� = FLOW ARROW -•...• 5410 o 35� _ ��1Q._0.1_5 10. O a- "-- 11.6 .._ .. ... D SLAB TO MAINTAIN fik u 12.38 a 0.a 123L AT 1014 PEI = STORM INET O (1 RISER) = 0.6' • • • • = POTENTIAL EXPOSED FOUNDATION o > B 3X (3 RISERS) = 1.9' CQC M_z I 4X (4 RISERS) = 2.5' �V = VISITABLE LOT 1.83 Q �I DIFFERENCE BETWEEN Z 12 9 LANDING TO BACK OF 10.741 ME . ' SIDEWALK. HIGHEST STEP 12.27 12.16 =HANDRAIL REQUIRED MAY BE PARTIAL RISER. w a Nr. LK o o w I JN 4\1 15' S 5' 2'� a 12.1 11.90 _ / 1 12.45 12.16 16 ti 4 / 1 00 12.07 F 1111 the contractors responsibility to comae 12.12 827 -- -0 12.762 ❑ 72 78 11.91 _ a _p.5410-- a 4' SAN MH I REC/I' 12.27 12.22 12.1 -1708590.47 (�) �at94' ° '•? 1 £ E=3104146:79 ME=9.17± INTERCHANGE ROW - E=3104174.43 ME=8.92± 37731: 1 ? �,, t _ _ REC. NO.: 2013107345 - - 1.82 vVwi = En NAL"E � 10' UTILITY AND DRAINAGE EASEMENT DATED FEBRUARY 1, 2008. _ _ REC. NO.:F1693798 ... 12.25 SITE BENCHMARK: �r BENCH MARK 'F 412" OgOft. I_®II J LOCATED AT THE INTERSECTION OF KIPLING S ET AN� 32N1JyD n v 0 I U1 W 44TH AVE u� STM MH -9 OF THE CENTERUNE OF THE NORTH BOUND LANES E S 50.5 , r O m I 5 DIA MH E FEET NORTHWEST OF A FENCE, AND 3.3 FEET SOU EA E II *(T u m d C0 EX. 36" CMP EX. 15" SAN IIT�- R111-54 WALK SE 11 0%2,076 11.42 TYPE C5413.13 STM INLEL-.A 6 °-12.491 GS_ 0' 5410- 54 m 6" INUNE D (C.O.) L- - .a I ye 2.56.24 12.380 _ ® ® 10.2 _ I� ® 10.13 ROOF D9.17_-- . ..... ---- i - I I I 9. 1.88 BW - -- BW N 12.36 TW 12.77 Tw 1.66 T(- W- - - - - - -_ "_ _J I I I I I IN FEET I inch - 10 ft, 0 I � I I I I I I I .21 T1V1 .81 �W I I I 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 PROPERTY (BOUNDARY 1 ® I� PRIVATE DRIVE C �U 2 a �Sg ___. ..... > E c ms g8 PRIVATE DRIVE Ba �•j LU a m 5 A a) 0 mumu E KPYM A P LEGEND 9. ffi`_k11 = SPOT ELEVATION / to ..vny. I-) l ¢ N O 'A = HIGH POINT/LOW POINT n I C J O o „GS _ tK 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. h Q W I O (11 RISER) =.D.6' 63g ,3 4 Q (2 RISERS) = 1.2' W � 0 I I o I ANTICIPATED INCREMENTAL -► = FLOW ARROW DIFFERENCE BETWEEN TOP A OC J �<?-.Ms j o 35� OF FOUNDATION AND THE 7. SEE APPROVED RIVERSIDE TERRACE TOYMHOMES BUILDING PLANS FOR "-- 11.6 C BUILDING DETAILS, SUBMITTED BY THE ARCHITECHT. SLAB TO MAINTAIN fik u 12.38 1. 9 0.a 123L AT 1014 PEI = STORM INET O (1 RISER) = 0.6' • • • • = POTENTIAL EXPOSED FOUNDATION 2X (2 RISERS) = 1.3' > B 3X (3 RISERS) = 1.9' CQC M_z I 4X (4 RISERS) = 2.5' �V = VISITABLE LOT 1.83 Q �I DIFFERENCE BETWEEN Z 12 9 LANDING TO BACK OF IL a 1 SIDEWALK. HIGHEST STEP 12.27 12.16 =HANDRAIL REQUIRED MAY BE PARTIAL RISER. w I Know what's below. C.a 11 before o o w I JN 4\1 15' S 5' 2'� U 12.1 11.90 _ / 1 12.45 12.16 16 m / 1 00 12.07 F 1111 the contractors responsibility to comae 12.12 827 -- -0 12.762 ❑ 72 78 11.91 HP � 12.46 HP _p.5410-- apaEWnn4 4' SAN MH I REC/I' 12.27 12.22 12.1 11.88 (�) �at94' ° '•? 1 £ R ° BASIS OF EAST U QQ OF THE BEARINGS SHOWN HEREON ARE BASED UP(GE'S 37731: 1 ? �,, t _ zn NORTHEAST QUARTER OF SECTION 20, TOW3 RANGE 69 - - 1.82 vVwi = En NAL"E � DATED FEBRUARY 1, 2008. O 11.70 ... 12.25 SITE BENCHMARK: �r BENCH MARK 'F 412" OgOft. I_®II J LOCATED AT THE INTERSECTION OF KIPLING S ET AN� 32N1JyD n v 0 AVENUE, AT THE NORTHWEST CORNER OF THE 50.5 FEET EAST U1 IIT�- R111-54 WALK SE 11 0%2,076 11.42 TYPE C5413.13 STM INLEL-.A 6 °-12.491 GS_ 0' 5410- 54 m 6" INUNE D (C.O.) L- - .a I ye 2.56.24 12.380 _ ® ® 10.2 _ I� ® 10.13 ROOF D9.17_-- . ..... ---- i - I I I 9. 1.88 BW - -- BW N 12.36 TW 12.77 Tw 1.66 T(- W- - - - - - -_ "_ _J I I I I I IN FEET I inch - 10 ft, 0 I � I I I I I I I .21 T1V1 .81 �W I I I 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 PROPERTY (BOUNDARY 1 ® I� PRIVATE DRIVE C �U 2 a �Sg ___. ..... > E c ms g8 PRIVATE DRIVE Ba �•j LU a m 5 A a) 0 mumu E KPYM A P N W O Q zZ a 3 J � 0 z_ z a D J pZ0 LU H V W II I I LEGEND �. = SPOT ELEVATION O = ROOF DRAIN *90,25 ¢ N CONNECTION HP/X LP = HIGH POINT/LOW POINT 1 •TW/X BW= TOP WALL/BOTTOM WALL C J O o „GS = GROUND SHOT 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. ,EW = EDGE OF WALK O (11 RISER) =.D.6' 63g ,3 - ANTICIPATED TOP OF Q (2 RISERS) = 1.2' (T�) FOUNDATION EEVAT10N ANTICIPATED INCREMENTAL -► = FLOW ARROW DIFFERENCE BETWEEN TOP 5.0% = SLOPE OF FOUNDATION AND THE 7. SEE APPROVED RIVERSIDE TERRACE TOYMHOMES BUILDING PLANS FOR H ro FRONT OF THE GARAGE BUILDING DETAILS, SUBMITTED BY THE ARCHITECHT. SLAB TO MAINTAIN fik =FIRE HYDRANT DRIVEWAY MAXIMUM SLOPE S = WATER METER AT 1014 PEI = STORM INET O (1 RISER) = 0.6' • • • • = POTENTIAL EXPOSED FOUNDATION 2X (2 RISERS) = 1.3' > = STREET LIGHT 3X (3 RISERS) = 1.9' ■ ap ■ = SPILL CURB 4X (4 RISERS) = 2.5' �V = VISITABLE LOT ANTICIPATED INCREMENTAL ,- DIFFERENCE BETWEEN Z = ADA LANDING LANDING TO BACK OF SIDEWALK. HIGHEST STEP »> =HANDRAIL REQUIRED MAY BE PARTIAL RISER. N W O Q zZ a 3 J � 0 z_ z a D J pZ0 LU H V W II I 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. �. O U w ¢ N 3 CONTRACTORINE rnTIAIN A MINIMUM OF 0.5% GRADE AT FLOWL ■ _ _ 8. B_ 8.74 8.52 ME a 1 INTO ALLSUMP INLETS. C J O o g 1^ ? 5 TNI 6" VERTICAL CATCH CURB 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. Eon p J o°Dp Z $ 1 dE GUTTER W/ 2' PAN 5. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF w> V W l__0 o w m sa (T�) ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. > 5 to N w "v~i W ��mmm❑� -- -1- - - - - - --- -- - - - - 7. SEE APPROVED RIVERSIDE TERRACE TOYMHOMES BUILDING PLANS FOR H ro UJ W m BUILDING DETAILS, SUBMITTED BY THE ARCHITECHT. > > U 8. 241 ME J 7.81± ME CL7 8. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE ❑ ❑ ❑ - N TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER 00000 Q PERMANENT EASEMENT N0. PE -208 J) - -- - - - - - - DN49,768-120-Rt. BY CTL THOMPSON INC. FOR GRADING AND SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. Z Z ■ , I 1 8.67 ° • .. -8.3Q x.34± ¢ N W ■ _ _ 8. B_ 8.74 8.52 ME a 9. MAIL; KIOSK AND BIKE RACKS TO BE INSTALLED PER LANDSCAPE DETAILS PROVIDED IN APPROVED PLANNED BUILDING GROUP (PBG) Q Q , Q Q ¢ fr _ _ _ _ _ 6 Bd7 - PLANS BY DEWBERRY I J3 ENGINEERS INC. G G k „ Z _- __-_.Q___�.__ a___a __ - __.-____--__-_ ��mmm❑� - _ d _a To request marldn9 of underground facilities > > > > > 8. 241 ME J 7.81± ME ❑ ❑ ❑ ❑ ❑ - 00000 Q PERMANENT EASEMENT N0. PE -208 I I I Z REC. NO.: 200630558 W INSTALL 285± SF I I- - J Know what's below. C.a 11 before o o a o r'o� 2 o STAMPED CONCRETE BAND I I you dig. Call 811 U (MATCH EXIST COLOR AND PATTERN) I or visit call811.com for more information A. 0 1111 the contractors responsibility to comae 7 1-1-1-1-1-k-10 mm- -0 UNCC a minimum of 2 days prior to the start of construc4ion operations- apaEWnn4 I DewberryI J3 Engineers Inc. claims no• REC/I' esponsiNlity for the underground facilities depicted In this plans BEARINGS: �at94' ° '•? 1 £ BASIS OF EAST U QQ OF THE BEARINGS SHOWN HEREON ARE BASED UP(GE'S 37731: 1 ? �,, t _ NORTHEAST QUARTER OF SECTION 20, TOW3 RANGE 69 ` WEST, 6TH P.M., WHICH BEARS NOO'31'28"E UND MONUMEN NAL"E SHOWN HEREON PER THE CITY OF WHEATCOORDINATE. DATED FEBRUARY 1, 2008. O m m it U SITE BENCHMARK: �r BENCH MARK 'F 412" OgOft. I_®II J LOCATED AT THE INTERSECTION OF KIPLING S ET AN� 32N1JyD n v AVENUE, AT THE NORTHWEST CORNER OF THE 50.5 FEET EAST U1 u� OF THE CENTERUNE OF THE NORTH BOUND LANES E S 50.5 , r O m m E FEET NORTHWEST OF A FENCE, AND 3.3 FEET SOU EA E = u m d C0 Z SOUTHWEST LEG OF A PARK SIGN. m O u Lu oln v� •Q u ELEVATION = 5562.74 FEET (NAVD 1988) i o u iq City of �qrwh6atf, C0m&4UNITY 1DFVl I.()PmI N-r ge FOR OFFICE USE ONLY Approved by: Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: 12/26/2019 PERMIT# 201901962 ADDRESS: 11683-11693 West 45th Place, Wheat Ridge, Colorado LOT 13-18 , BLOCK RIVERSIDE TERRACE SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. For the recently formed or constructed building foundation corners, the setback distances have been found by me to be in compliance with City of Wheat Ridge required limits and the elevations as stated herein have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 57.81' REAR: 200.28' SIDE: 28.97' SIDE: 50.13' If in the floodplain, the MINIMUM ELEVATION is determined to be: 5412.65' (NAVD88). The above measurements have been determined on the following location: (Check only one): X Top of proposed foundation prior to placement of concrete Top of foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. Signed Print MICHAEL SEAN KERVIN, P.L.S. 34592 Professional Surveyor '�j,D 0 L /CFS SEAN/r , .S 2/26/2019ry 0 34592► Date 12/26/2019 `o: INN) H.ri.I1 heatrid<,*,exo.us LAN Rev 11118 EXHIBIT NORTHEAST QUARTER, SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. THIS FOUNDATION SETBACK AND ELEVATION $\ y�� Ec�ST°',, CERTIFICATE IS NOT A LAND SURVEY PLAT AS SET c` O ••01 SEAN ��, F`�'•y FORTH IN CRS 38-51-102(12) OR AN IMPROVEMENT �'�P12-26-19'p� '. o SURVEY PLAT AS SET FORTH IN CRS 38-51-102(9). 34592 z �` N89011'18"E 211.11' - /off Na C3 57.81' Li58.56' PRIVATE DRIVE C - (ASPHALT) — - (V— 1z)—ro O 6p 4j� cop I CV CV h h h O 29.00' 50.20' d ALL w I w N 5412.67 coo J I M 04 5412.64 BUILDING 3 541z.sz ^4§1 o Q M 0 O 5412.68 5412.65 .1 d O Z 5412.65 5412.64 5412.66 5412.6371 Q �_ 5412.66 5412.64 ^ co`ti 5412.67 ��^, h p � ,� � ,= �p0 app p� ��ti � .,a. `o° p NeV ^�`' CL 28.97' hay � �`1 ' p�'.ct ' 5412.64co`L 50.13, f 5412.64 5412.62 5412.63 5412.66 5412.64 5412.64 5412.62 ��.. 5412.63 �� TRACT B S890 10' 16"W \ 9.03'_7 N86°01'26E N0029'29"W 18.61' 183.13' N w ti I BUILDING 2 N89°39'59"W N S0°31'28"E �20.39'� @ I 111 NOTICE TO SURVEYOR: 133.07' 1. ELEVATIONS SHALL BE SHOWN FOR ALL FOUNDATION CORNERS. 0 I 30' 60' 2. FOUNDATION CORNERS WITH MINIMUM ELEVATION AND SETBACK DISTANCE SHALL BE IDENTIFIED. 3. DRAWING MUST BE PROPERLY ORIENTED (NORTH = TOP OF PAGE). 4. SHOW THE ROADWAY IN FROM OF THE PROPERTY. 5. IF DRAWING IS TO -SCALE, PROVIDE THE SCALE. IF NOT TO -SCALE SHOW AS N.T.S. 1 inch = 30 ft. NOTE: THIS DOES NOT REPRESENT A MONUMENTED SURVEY.#_ CIVILENGINEERING IT IS INTENDED ONLY TO DEPICT THE ATTACHED DESCRIPTION C � NATURAL ENT RESOURCES LILTING O NATURAL RESOURCES PROJECT: 19-116 DR: JAG LwNDSURVEYIN6 DATE: 12/23/19 DS: MSK CONSULTANTS sR E ozL�oa.„ SHEET 1 OF 1 ' ileo w. ueaeton slvd., Ste. 109 Lnneson, CO 80120 on � � y 0 •ts W w Ncd Cd a b 0 708 Ef S U O 0 S y • y ►�„ ani •'� ��' C iU ' c 0 U oa •o 5 -d S 3 ¢ 3 �" y y s.. a�� ° •o o a ° ° a� 3 a ° 10 -.; �s2o e 0 ° O •d cd °i ontoo C6 gaoa� U'O kr e .5 2 - y�U Of a� an 44a U 3 c of of of of of of ^o d o � � o o 'er to co -0 V � Cami �. +. ti w v Q t� e O w eO w+ .Or 3 4"y V cq o ���0. �Q.a•V o U ° �M� 7 °� ° .2 > t4-0 0 y a 0 3� tsi, et,��,h of 3 0a r u ° ° cd �� �, Z o° �vvv ever �bo� C7 �� a o 0.° -9 0 z � w'�b 8� £N.d �� 0 °vim -dam � M aai � a a � � � � � tz°, ¢ °' c � S � • � '`� � y � y ami a '" •D `" 0> o w Q' U W H x U Q 1 C.7 z H z a J a c� Z LU LU w z cD z LU z w LU LU z z z LU J Q U o o as Ul> O c' r rr t5 c) L) MM d N W y E O o N C M M V U) 0 w Q' U W H x U Q 1 C.7 z H z a J a c� Z LU LU w z cD z LU z w LU LU z z z LU J Q U a U Q m i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �--- Job Address: Permit Number: -%_.41D LJ No one available for inspection: Time -Yn �71A /PM Re -Inspection required: Yes I�•f When corrections have been made, schedule for re -inspection online at; http✓/www.ci.wheatridge.co.usrnspectig n) Date: i 2 Inspector: e A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 'U0 Job Address: 1 ; 0, C-1 Permit Number: ?- C- k ❑ 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. usVinspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Ti �M/PM Re -Inspection required: Ye ✓' o When corrections have been made, schedule for re -inspection online at: http:/h Date I, N* i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: t '\SC' Permit Number: ( ❑ No one available for inspection: Time `' i f_, AM/PM Re -Inspection required: Yes No Ll/ When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE � _, m,I $ / A o r qCT g � c 0 N §� ƒ=Lf - L0 s .......... « g m wm,. f Ln 2 \ m 2 � ■ LU « E k� 2 \ R i O « m � f - V) a § � \� § � V) ƒ r -0 � q @ � k ƒ § 2 � � 2k 41 cc � § k 0 4j c 0 0 E U V R t S q ¢ U j % Luj UN E o E LU E O U� u m m — 0 z S &z E 7 u E w $ km \ m Q in c u 2 u \ 3 E � _, m,I $ / A o r 2 g � c 111 U-5 FC{ §� ƒ=Lf - L0 s .......... g m wm,. + Ln 2 \ m 2 ■ LU « E k� 2 i O « � f - a \� � V) ƒ r ¥ q @ k § 41 2k 41 tw 41 M § k C 4j c E W V E S k m % % 0 km \ ■ @ E £ E' / tcL 4 CL § /° 41 E « ■ ' / E / E m m 2 m . E ■ /m Ly m a / e o u © CL R U 41Ln t @ 2 M q m ± � � ■ � � . � k 01 2 / ) ® 4 E m _ § 2 ° 0 a t § k § ■ u E § § u 2 £ k 2 ) 1 m M % © = & E § m + E 2 � � 2 k tA k m m . 0 u 341 Q Q ■ . & a u o Ln M / k 5 M k 0 m ƒ a � _, m,I $ / A uj g � 2 111 U-5 FC{ .ia ƒ=Lf - L0 s .......... ` wm,. + uj g � 2 L 2 ■ LU « b k� 2 i O « i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: v V L1 -S- 7 Job Address: => LJ to C Permit Number: Ct,) C i (.r. . t Ott C, i� rr rat We c d ❑ No one available for inspection: Time aU AM/PM Re -Inspection required: (!n s No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. ushnspection Date:) d ) Ici Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: v. ?'7 `/�.1- �-`-` �` a /�14-r___ Job Address: --- Permit Number:='; e-?/ ❑ No one available for inspJection: Time, ` a AM/QPM Re -Inspection require . Yes No r When corrections have been"�fiade, schedule for re -inspection online at: http://www. ci. wheatridge.co. uslinspection Date://-..?"?. 1-�! Inspector: DO NOT NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE • ,�A, 5 _ 'I '! ��^ �_ ice, � `e _.��'_ Inspection Type: a �f �`+�^� 1 t Job Address: Permit Number:�� ❑ No one available for inspection -TarneZ,' j Re -Inspection required: Yes -.€No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. usfiInspection Date: )/; ,-,;? Inspector: DO NOT REMOVE THIS NOTICE rd October 15, 2019 6143 South Willow Drive Ste. 300 Greenwood Village, CO 80111 4521 E. Virginia Ave. Suite 200 AE-:-Riveml1!17P�IacenLot �13 3 Denver, CO 80246 1693 W. 45t T: 303.377.6601 116 th Place, Lot 14, ✓! F: 303.377.6656 11689 W 45 Place, Lot 15, www.mnaengineedng.com 11687 W 45th Place, Lot 16, 11685 W 45" 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 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. i A t Reviewed by: Darko Labudovic Naim G. Nassar, P.EJS.E. Structural Project Manager President/CEO A City of Wheat Ridge Residential Miscellaneous PERMIT - 201901962 PERMIT NO: 201901962 ISSUED: 09/24/2019 JOB ADDRESS: 11693 W 45th P1 EXPIRES: 09/23/2020 JOB DESCRIPTION: Riverside Terrace - Foundation only for Building 3 **REVISION 11/7/2019: Adding minor underground electrical and plumbing work required to complete slab/foundation; No added valuation *** CONTACTS *** OWNER (720)473-7019 RIVERSIDE TERRACE LLC GC (720)488-1600 BILL LYONS, JR 190054 RIVERSIDE TERRACE, LLC *** PARCEL INFO *** ZONE CODE: R-3 / Residential Multi USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 126,000.00 FEES Total Valuation 0.00 Plan Review Fee 120.00 ** TOTAL ** 120.00 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. 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 all entities named within this document as parties to the work to be performed and that all work to be performed is disc this document and/or its' accompanying approved plans and specifications. Signature Z_I or C09TMo�CTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 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 i Dvision. 6. The issuance or grant'n of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any apple code or ar�rdinance 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 -9(Wheat j�icige COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Add to Permit # Ao m 1 %2 Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 116 13 VV L15" Place - Propert y Owner (please print): 2;verS;cle Tis rr C Phone: 7Zp �f73 iC 19 Property Owner Email: SSi rtdb�l <3 C�c �I�S;CC;Mnt.0 n, �� c 5 cn�. Mailing Address: (if different than property address) Address: Cp I H 3 w -br 3Cc City, State, Zip: G r een uj( j eti1 I Submitting Company: SaNkr. Contact Person: &O"U" st arta Phone: -7W - H'13-- '7019 Contractor: Contractors City License #: __ Vj007�9{ Phone: 12X-' -yl3 701 y Contractor E-mail Address: &10 Q Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work: e re +0 co P,? t t+e s \CL )L l � ct �`t�c�l P r". U f' , 7v -t e S e- Ccr�J_5 w eYe ('r,\ C t v d e (� Q re V S O U-3 v'c t v ck-+(" b u4- ti<r+ ae5LrC&tt/) Sq. FULF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) 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. CIRCLE ONE: (O �R) (C TRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT MMENTS: Revie4 PUBLIC WORKS COMMENTS: Reviewer: SIGMA' PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY TE: H 1 7 2At OCCUPANCY CLASSIFICATION: Building Division Valuation: $ wV 9440[ 61021521E DMO'SJ1di3ND1tl13 B S31NO3HM DN18NNld Old 0' W 9N 13 61/22/E 13.LV([ 3nSSI vlv -As a3X73iJ MH 1AH NMvila a A a� a N G ti n E Nq2 p 0 C Cn T zm Ste] z ,L1 C m ' C) = v 3N m ;£m 0— ;£ U) Z7 G7 'A� m ;�= o m 0 r—N 3) V) m C cn 03 o 0 o< o � 0 z p�07 i0,. 80ZS' IZ>'EOe S LZOB OO'000M37VI 00.''3LS'1S lAOH 087 t 8MNIJN3 ONI110SN0 d3W DIWVNAO Va, 31V0S ON S0NiDVY01V1=1 1N3A R �US`dM 30`2 Ji 13l 301S�J3A i 133diS 31tlN8d N131SVM AdV11NVS 01NI ELL, IBM 31HANd NI 91SVM AMtl11NVS 0I 1 ______ _lltl _____ 15 __ _______ ____ ___ _ _____ _ _ ONS 13n3l NIVW ONM ONM ONM 6 AVI.kZ NIS Ab W AW AW .E .6 0 0 z ■ NM le n 1 nNM le 13n31 M3dd'I VVV111 ONMI dI L/I�JdI I AHI i AHl zI .zl leM .zl L----?'---� r-------- tllA.£ l I 13n31300N 0 11Nn �rAI ON.M�.10N.u�.1 N ol. -1 1 —z n 1 nNM 10 4l•C�l+l n I NM 1B I 13n3183ddn All ✓"IV��tlI I AHIdL/I ONM .zI ZI Zi lBM .c�---.s— .z ---- e�n.c �1r i3n3i Looe -- 8 i1Nn 3dI Had N31NaAHdi MOldMOVBaNnSS3Nd CBWKBL 2 NOI1N81bisia.7 NIW V H11M dtl1 ZIIn3US 4 U313W M0(I .i-S-NIW Odl H3d l91N3A3Nd M0l1M3VG38nSS38d 033NO3H 8 N011WHISIO .A NM V H11MdV133lA3US 2 N31aW MCO.YlS NIW '0dl bad 7X0035133=i CEOs ":}7 J9 d3d 7NC035133d 9'lr' 73x5 .4907 t :SSION ..L MDR CEI dad 7N003S1333;i 731577: 0dl e3d CMC73S133ifr 731S.M07 L :sato N ..4 3215 3dld NOI1119Ib1S102131VM/315VMW11WINW 31VdAA01j Wd91V101 9L ..4 tZ I i S 1V101 L Nn 3b WaA ZZ Z'Z ZZ £ £ 1L 131VA11fdJAS013831VM VL L'0 50 9'0 Z t Z 31VNbd )N(sONVWAbO1VAVl VL 03 VL Z Z L 31VPJHd b3HStlARsia VL 01 t t Z Z L 31VNb b3HSVMSWIM:) VL 4'L t t Z Z t 31VAlbd SMN1S N3HO17M VL 2 L Z 1 1 44 4'L L L Z S38n-Lxlj 11V bOd 1Vi01 W101 Him MH 1OH I 8M3 Him 1V101 0109 31SW 31sw AID 3bruwd OL S Z 31VAlbd d0089 WOObHlve 1Nnoo amniku 9Niewn1d 10.1IN6 33"N31301SNBAIH �rAI ON.M�.10N.u�.1 N ol. -1 1 —z n 1 nNM 10 4l•C�l+l n I NM 1B I 13n3183ddn All ✓"IV��tlI I AHIdL/I ONM .zI ZI Zi lBM .c�---.s— .z ---- e�n.c �1r i3n3i Looe -- 8 i1Nn Odl H3d l91N3A3Nd M0l1M3VG38nSS38d 033NO3H 8 N011WHISIO .A NM V H11MdV133lA3US 2 N31aW MCO.YlS NIW CEI dad 7N003S1333;i 731577: 0dl e3d CMC73S133ifr 731S.M07 L :sato N ..L Wd98L ..4 1371S 3dld NOI10012115102131VM131SVMWOWINIW 31V8 MOI i Wd91V10 SL LZ SlVlO111 NO 32101X13 Z'Z ZZ ZZ C £ L 31tlAlbd 13SO1Jb31VM 4'L L"0 9'0 S'0 Z L Z (31VAIbd) MNIS ONVKAHOI"Vl VL VL Vt Z Z L (31 VN21d)b3HSVMHSIO 4'L VL 2 L Z Z L 31VA121d 213 H SVM S3 Hl015 44 4'L L L Z Z L 31VA121d SANIS N 3 H 31l Z'L 9'S 9'L LT OL S Z 31VAlbd d0089 WOObHlve 532101X13 lltl bOi 1tl101 1V101 211M MH 1OH 8M0 b1M O10D 1V101 3isvm 31SVM Al0 3b01X1i 1 gnoo Juning 9Niewn1d .81 lINf13o"21313aisy A y A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ao(�- Job Address: 11(0q_5 1�✓t `� i t`'� Permit Number: RQ6w, fu./ u u1 - Aoyvv4( ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes ,i When corrections have been made, schedule for re -inspection online at: http ✓/www, ci, wheatridge. co, ueinspection Date:(U--1 S'� r� Inspector: 9 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 1 �c \ .�9` J '` Permit Number: Oc: kC'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: h ttpJ/www. ci. wheatridge. co. ushnspection Datej ``� 1c Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Miscellaneous PERMIT - 201901962 PERMIT NO: 201901962 ISSUED: 09/24/2019 JOB ADDRESS: 11693 W 45th P1 EXPIRES: 09/23/2020 JOB DESCRIPTION: Riverside Terrace - Foundation only for Building 3 *** CONTACTS *** OWNER (720)473-7019 RIVERSIDE TERRACE LLC GC (720)488-1600 BILL LYONS, JR 190054 RIVERSIDE TERRACE, LLC *** PARCEL INFO *** ZONE CODE: R-3 / Residential Multi USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 126,000.00 FEES Total Valuation 0.00 Plan Review Fee 120.00 ** TOTAL ** 120.00 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. 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 ermit. I further attest that I am 1e ally authorized to include all entities named within this document as parties to the work to be performed anat alrk to be performed is d�ssles�d in this document and/or its' accompanying approved plans and specifications. 2. 3. 4. 5. 6. nature14f- (}W ER or CONS' AtTOItJe rcle one) Date 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. 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. 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 Offcial and is not guaranteed. No work of an manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 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. The issuance or granting of a permit. shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any, ordinance or? City of W heat I d COMMUNITY DEVELOI'MENT 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(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: /]r/1I'7 ( ! I Plan/Permit # c 10 (q o l q / _�L Plan Review Fee: l' 1! j 0, 0 j 1 Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 44-&-t-3- W 95" P 1 ace , 'Wy.& ct+ (2; d e , Co800 33 11 9 ��V c �U 1 Property Owner (please print): l?.'Y- ie rs ('d e- T rra ce, L L C Phone: 7Z0 1473 701 cl Property Owner Email: SJu ✓t ciler q e c2 eCc s, demo nn �� n c S • co �n Tenant Name (Commercial Projects Only) Nlh Property Owner Mailing Address: (if different than property address) Address: (a H3 S, 'W , t� ov4 , Sk-e_ 300 City, State, Zip: �reeOwdnc/ V; (/age. CO 901(t Architect/Engineer: M � G kn La by of ey+ C Architect/Engineer E-mail: _d IA Vd0v:c®1uma enry-&ea.'�.C— Phone: 3o3- 3-7-7-(o 4,o 1 x 37 Contractor Name: O'Yerjide TrIGCP, Lc -C City of Wheat Ridge License #: /9005"/ Phone: 720 x/73 7019 Contractor E-mail Address:__ Ssyrji r & cree�t�'o%eor.,.�urt�'h'c�S. Ca1A J For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 5�cpV,9-n Ivndberg Phone: 12.0 q73 7019 CONTACT EMAIL(please print): oil erg&_ ere deCPmnu✓t Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: ('jAe_(Are, E(eC4-n'G Plumbing: AA -re Pla,4tb,'n9 Mechanical: a:? -Q W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: 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. i-ouvt�a-�i0f1 on�� perr�ii� '�or -j'bte veJ+�Cctl w;tl Sq. Ft./LF Amps Squares_ b -p- Co #---p I. e-te— BTUs M-Ftcf 121' 4 e0i'd e Teri ce �'nC.-dt-%3aI ;(\gA-0,tIe,Vgn. Gallons 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) $ 21 , o vo iP�r UN P , tiLo, 000 -(a,- e.r, -tire 3td�i OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) ( TRA ) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): . DATE: g 3 I L4 l -t Printed Name: S 1J —C1b2rc, DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: P-7- CONSTRUCTION -Z Reviewer: BUILDING DEPARTMENT COMM TS: Reviewer: C1 f 16` I'� PUBLIC WORKS COMMENTS: Reviewer: CONSTRUCTION TYPE: VA Building Division Valuation: o*416e ower ECONOMIC ENERGY EERCIENCY May 11, 2020 11693 W 4511 Place Wheatridge, CO Re: Duct leakage test 11693W45 th Place To whom it may concern: E3 Power performed a Duct leakage test on the above-mentioned building May 11th, 2020 at 9:00 am. The duct leakage was 60 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 13:46:50 -06'00' 303.292.1233 120.207.0946 e3powor.oel, RHICE FIN WEB