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11689 W. 45th Place (Riverside Terrace Building 3)
11689 w 45th pl ALLIED A TruTeam Company Insulation Certificate BUILDER: CREEKSIDE HOMES ADDRESS: 11689 W. 45TH PL. WHEAT RIDGE, CO. 80033 Pursuant to the Federal Trade Commission regulation, you are hereby furnished with the following information relating to the insulation in the unit listed above: R INCHES AREAIMATERIAL FACTOR MIN EXTERIOR WALLS UNF FIBERGLASS BATTS R-21 5.5' RIM JOIST UNF FIBERGLASS BATTS/FOAM BOARD R-21 5.5' BATT R-21 5.5' FLOOR OVER GARAGE UNF FIBERGLASS BATT R-30 10" ATTIC BLOWN FIBERGLASS R-49 16.25' CEILING AREA NOT ACCESSIBLE KRAFT BATT R-49 14" PARTY WALL U N F WOOL BATT R-10 2" DRAFTSTOP WOOL BATT R-10 2" AIR INFILTRATION HILTI FOAM HILTI FOAM CEILING BAFFLES VAPOR BARRIER POLY EMIL CANTILEVER UNF FIBERGLASS BATT R-30 10" Allied Insulation Company 08/19/20 Rich Bonet Company Company CERTIFICATE OF OCCUPANCY Permit #: 201901739 � �� 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: 11689 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: on ! PF 1 l Job Address: Permit Number: X701 AL ❑ No one available for inspection: Time v AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: h ttp✓/www. ci. wheatridge. co. uslinspection Date: O.1 d - .1,0 _?- C. Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 12- Job Address: A ICA Permit Number: 0 ® \ct Q) I j F m 1Ss� �� r k r n(cc) QfL7 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yep" No When corrections have been made, schedule for re -inspection online at: http✓/www.ci, wheatridge.co.uslinspection Date:_x_ ' f U 6;Inspector: DO NOT REMOVE THIS NOTICE qwer ERCIENCY August 8, 2020 11689 W 45th PI Wheatridge, CO Re: Blower Door Test for 11689 W 45th PI To whom it may concern: E3 Power performed a blower door test on the above-mentioned building on August 8 ,2020, at 8:00 AM. The volume of the building was calculated to be 17,000 cubic feet. The final blower door number was 920 CFM @-50 pascals achieving an ACH of 3. The building meets the air tightness requirement and is compliant with code. Weather conditions: 73 degrees, Wind 10 MPH, no precipitation, 25% humidity. Site Conditions: 1. Exterior windows and doors, fireplace and stove doors were closed, but not sealed, beyond the intended weather stripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers were closed, but not sealed beyond intended infiltration control measures; 3. Interior doors were open; 4. Heating and cooling systems were turned off; and 5. Supply and return registers were fully open. Sincerely, ,A ly Andre °g�'dby Anenberg (e3 power) w Wld`nbe,g 303-292-1233 Wilde ° Building Analyst (BPI) 00909 300 1856"° Resnet HERS Rater nber g 06500 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: Aj; Job Address: Permit Number: ❑ No one available for inspection: Taj Re -Inspection required: Yes ( No AM/PM When corrections have been made, sc a for re -inspection online at. httpJ/www.d.wheatridge.Co.uslinspec on D . 'q, � Inspe or i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: ( W Permit Number: If ❑ No one available for inspection: Tirrie-`' 6. AW—PM Re -Inspection required: Ye- No When corrections have been madersohedule for re-inspe09,a ,pline at: http✓/www.ci.wheatridge.co.us ins ecrion Dat7 r' lnsnector. i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: D�r) ) Job Address: 1 U Cl Permit Number: 4) n I ❑ No one available for inspection: Time `{� AM/PM Re -Inspection required: Yes to When corrections have been made, call for re -inspection at 303-234-5933 Date:L0 _ �� +� 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: S Job Address: Permit Number: 4 ❑ No one available for inspection: Time '; i AM/PM Re -Inspection required: Yes No! When corrections have been made, call for re -inspection at 303-234-5933 Date: ° ' ° 1 Inspector:'y DO NOT REMOVE THIS NOTICE A. A AT BE ,., We 1. 10-0-0 ..- ..- .._ ..- ... REPAIR FOR 1/2" DEEP x 4" LONG SECTION OF BOTTOM EDGE OF BOTTOM CHORD MISSING BETWEEN JOINTS 1516. ATTACH 2x4 #2 OF OR SPF TO ONE SIDE OF TRUSS AS SHOWN WITH 100% PL400 GLUE CONTACT AND (2) ROWS OF .131"x 3" NAILS AT 3" O.C. LOAD He CIA Pal NO COP C" DIL k P103 Mel L-1 PLATES G RIP TALL 300 TO CHORD DO DF N 1300F 1 BE BOARD MR CHO RD GoeMeI eXceptedmoce Al HOHN-11OCC IS) max UPISM16-CRELL, ill la -,SM, 11) ED9,119 Iii, 11111,61, NOTES CIALL ASSET 10 PICULOPHIMAMYSBON Ol EM 0 POLAR EM AWL 10 E) Uki ME Al bEkcSNAdAH5VMWk ME ATIPIPS At bee duokI NDpObMM 0100 We WAR SecokArknoWhi ME OTIPIPS vdv§ma SHOOLO MLOGO WrAWAI WWWMICOM WI END 111 ROUND 1023kd N.Saa,MBMMANSIFTH. . ouasSo RAPID. to a : No' / x lkkk`14"i0hozo A. A AT BE ,., AT 0-0-0. REPAIR FOR 1 1/2" DEEP x 14" LONG SECTION OF BOTTOM EDGE OF BOTTOM CHORD MISSING BETWEEN JOINTS 10-11. ATTACH 2x4 #2 OF OR SPF TO BOTH SIDES OF TRUSS AS SHOWN WITH 100% PL400 GLUE CONTACT AND (2) ROWS OF .131"x 3" NAILS AT 3" O.C. LOAD He CIA Pal NO COP C" DIL k P103 Mel C' PLATES G RIP TALL 300 Max HOHN-11OCC Ex max UPISM16-CRELL, ill la -,SM, 11) ED9,119 Iii, 11111,61, NOTES CIALL ASSET 10 PICULOPHIMAMUSNAN Ol RAN 0 POLAR RAN AWL 10 E) Uki ME Sake bEkcSNAdAH5VMWk ME Il At bee duokI NDpObMM 0100 We WAR SecokArknoWhi ME OTIVass vdv§nda SocieW MLOGO WrAWAI WWWMICOM III END 111 ROUND 1023kd N.Sad,MSMMANSIFTH. . ouasto RAPID. a : No' / x lkkk`14"i0hozo '00 OFF t6 CUP Feb uGTH"He EI „e�AtOleaRLUT,44,T2020 Fire 1 en _, T. - REPAIR FOR BROKEN/DAMAGED VERTICAL WEBS STB JOINTS 1436 AND STB JOINTS 1545. ATTACH 2x4 #2 GF OR SPF TO ONE SIDE OF TRUSS STARTING BOTTOM TO TOP EDGE OF TRUSS AS SHOVNV VNTH 100% PL400 GLUE CONTACT, (2) ROWS OF .131"x 3" NAILS AT B" O C STAGGERED TO AEE AND (3) .131"x 3" NAILS INTO TOP AND BOTTOM CHORD EVENLY SPACEDPENN LOADING CIA SPACING 2 AS I D�ML AEO IRA Ll PLATES G RIP MIT 31, LIG, Feb Grp GOT TO beer OEM LISP GOT 1 11 W 21 �21 F� V AFF MET 11 RI YEN 11 11 DRAFT LET ED OF C, CIL 11 Fee IRC2I 1=11 We STOOD b IT- 20P EMOTIONS Allbi HOA NO MxHUF0-TlG(GMG MxURhTAIIMlGGb0rkSS3I ED 33 M 41 Q 43 44 45 R AN 35 M 32 31 30 ED 23 Texcept "I AINFAtbG25Ob0rru.t0WAl3 ED 31 1 13 11 11 1 11 1 31 A 29 ED 27CRIAMI FORCES NO "Em Ci Dk Alt"CRUILLEOrkuSAI NOTES EAST ADULT 10 VI�13OMPI04ewkdgls�VQRC201�-10�pI Met EkOopd "WFRGWkI GTCLL FACT 10 P*MDPACtAoTskoN 01 Met Fiber EN, FILL 10 4) Ukb3Uk�dskOwb3&imebeekWkSHeRdtrUV�S�k eq,MrSteespeCALL. aop!n 11) Tie PAN is bee PHI� . dddmoTo, a. dd.Odro�„�,.,,.p.,.ro,.sae�� ,m.n..���.e.�., a. dd. euasOF lk 33 HE 31 A 29 ED 27 expert AN) U-103 See SE SH Sir �'^961T1'Y2020 '00 OFF t6 CUP Feb uGTH"He EI „e�AtOleaRLUT,44,T2020 Fire 1 en _, T. - REPAIR FOR BROKEN/DAMAGED VERTICAL WEBS STB JOINTS 1436 AND STB JOINTS 1545. ATTACH 2x4 #2 GF OR SPF TO ONE SIDE OF TRUSS STARTING BOTTOM TO TOP EDGE OF TRUSS AS SHOVNV VNTH 100% PL400 GLUE CONTACT, (2) ROWS OF .131"x 3" NAILS AT B" O C STAGGERED TO AEE AND (3) .131"x 3" NAILS INTO TOP AND BOTTOM CHORD EVENLY SPACEDPENN LOADING CIA SPACING 2 AS I D�ML AEO IRA Ll PLATES G RIP MIT 31, LIG, Feb Grp GOT TO beer OEM LISP GOT 1 11 W 21 �21 F� V AFF MET 11 RI YEN 11 11 DRAFT LET ED OF C, CIL 11 Fee IRC2I 1=11 We STOOD b IT- 20P EMOTIONS Allbi HOA NO MxHUF0-TlG(GMG MxURhTAIIMlGGb0rkSS3I ED 33 M 41 Q 43 44 45 R AN 35 M 32 31 30 ED 23 Texcept "I AINFAtbG25Ob0rru.t0WAl3 ED 31 1 13 11 11 1 11 1 31 A 29 ED 27CRIAMI FORCES NO "Em Ci Dk Alt"CRUILLEOrkuSAI NOTES EAST ADULT 10 VI�13OMPI04ewkdgls�VQRC201�-10�pI Met EkOopd "WFRGWkI GTCLL FACT 10 P*MDPACtAoTskoN 01 Met Fiber EN, FILL 10 4) Ukb3Uk�dskOwb3&imebeekWkSHeRdtrUV�S�k eq,MrSteespeCALL. aop!n 11) Tie PAN is bee PHI� . dddmoTo, a. dd.Odro�„�,.,,.p.,.ro,.sae�� ,m.n..���.e.�., a. dd. euasOF lk 33 HE 31 A 29 ED 27 expert AN) U-103 See SE SH Sir �'^961T1'Y2020 A. A AT BE ,., AT 0-0-0. REPAIR FOR 1 1/2" DEEP x 14" LONG SECTION OF BOTTOM EDGE OF BOTTOM CHORD MISSING BETWEEN JOINTS 10-11. ATTACH 2x4 #2 OF OR SPF TO BOTH SIDES OF TRUSS AS SHOWN WITH 100% PL400 GLUE CONTACT AND (2) ROWS OF .131"x 3" NAILS AT 3" O.C. LOAD He CIA Pal NO COP C" DIL k P103 Mel C' PLATES G RIP TALL 300 Max HOHN-11OCC Ex max UPISM16-CRELL, ill la -,SM, 11) ED9,119 Iii, 11111,61, NOTES CIALL ASSET 10 PICULOPHIMAMUSNAN Ol RAN 0 POLAR RAN AWL 10 E) Uki ME Sake bEkcSNAdAH5VMWk ME Il At bee duokI NDpObMM 0100 We WAR SecokArknoWhi ME OTIVass vdv§nda SocieW MLOGO WrAWAI WWWMICOM III END 111 ROUND 1023kd N.Sad,MSMMANSIFTH. . ouasto RAPID. a : No' / x lkkk`14"i0hozo A. A AT BE ,., We 1. 10-0-0 ..- ..- .._ ..- ... REPAIR FOR 1/2" DEEP x 4" LONG SECTION OF BOTTOM EDGE OF BOTTOM CHORD MISSING BETWEEN JOINTS 1516. ATTACH 2x4 #2 OF OR SPF TO ONE SIDE OF TRUSS AS SHOWN WITH 100% PL400 GLUE CONTACT AND (2) ROWS OF .131"x 3" NAILS AT 3" O.C. LOAD He CIA Pal NO COP C" DIL k P103 Mel L-1 PLATES G RIP TALL 300 TO CHORD DO DF N 1300F 1 BE BOARD MR CHO RD GoeMeI eXceptedmoce Al HOHN-11OCC IS) max UPISM16-CRELL, ill la -,SM, 11) ED9,119 Iii, 11111,61, NOTES CIALL ASSET 10 PICULOPHIMAMYSBON Ol EM 0 POLAR EM AWL 10 E) Uki ME Al bEkcSNAdAH5VMWk ME ATIPIPS At bee duokI NDpObMM 0100 We WAR SecokArknoWhi ME OTIPIPS vdv§ma SHOOLO MLOGO WrAWAI WWWMICOM WI END 111 ROUND 1023kd N.Saa,MBMMANSIFTH. . ouasSo RAPID. to a : No' / x lkkk`14"i0hozo i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 11V_5 Job Address: ZC 6_61`471S 71-4- Permit Number: OSP 9 Sy\j G,� . ❑ No one available for inspection: Time S_ 00 AM/PM Re -Inspection required: be No When corrections have been made, schedule for re -inspection online at: http://www.ci, wheatridge.co. uslinspection Date: 1� �`� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: / S Job Address: - Permit Number: Zig 1' ❑ No one available for inspection: Time AM Re -Inspection required: Yes o When corrections have been made, schedule for re -inspection online at. httpJ/www. ci. wheatridge. co, ueinspection Date: � �� ! ��� �= � Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: f2 pr Z V--, n rV, C c � Job Address: 1 __�ci PT Permit Number: U1 Ct ❑ No one available for inspection: Time - 4- AM/PM Re -Inspection required: * No When corrections have been made, call for re -inspection at 303-234-5933 Date: G;_ - d';" L Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE ,30&11,�- Inspection Type: I Job Address: - Permit Number: F ❑ No one available for inspection: Time/ AM/PM Re -Inspection required: Yes No When corrections have been made, s ule for re -inspection online at: http✓/www.ci.wheatridge.co.uslinspec ionI i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE C-,MVq- Inspection Type: (-iP" Job Address: G Permit Number: r,-) -c c L, r,k_ P rr-� c' . Fly �-A nn v2 0 y- ❑ No one available for inspection: Timet( � 0 AM/PM Re -Inspection required: be No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usfinspection Date: �� s� �t.y1' Inspector: t" DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:�y�" Job Address: Permit Number: Ci U ❑ No one available for inspection: Time L ;s AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: S- ' ` Inspector"�? `C DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: '� I Job Address: Permit Number:_" t . .-- , ,F ❑ No one available for inspection: Time -?" 1 C-' AM/PM Re -Inspection requiree Yes' No Q__-" When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.usfinspec n Da � �.Inspec DO NOT RE ' E THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: +` Job Address: Permit Number: iJ 2, C, ❑ No one available for inspection: Time ; ! 1, AM/PM Re -Inspection required: Y, s No When corrections have been made, schedule for re -inspection online at: http:Uwww. ci. wheatridge.co. uslinspection Date: ^`1 ? ` Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 201901739 PERMIT NO: 201901739 ISSUED: 02/04/2020 JOB ADDRESS: 11689 W 45th Pl 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: 169,992.00 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 3,569.83 Permit Fee 1,583.55 Engin. Review Fee 50.00 ** TOTAL ** 5,323.38 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 1250 of the cost of the installation shall be required. City of Wheat Ridge Single Family - New PERMIT - 201901739 PERMIT NO: 201901739 ISSUED: 02/04/2020 JOB ADDRESS: 11689 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 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 alt entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in thieiand/or its' accompanying approved plans and specifications. Signature of 61St/ `� TOR (Circle one) ' Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original ermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordiniLnce or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buifding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �_ UNITY' D V[l.t:7PMENr Building & Inspection Services 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # X011101 g Plan Review Fee: [� 1 2, Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: G$ `) w `-i S I Pt a..e , w �,.� �� Q� d g e c CO 800 3 3 Property Owner (please print): Z'v e r -i'd e 7e—r,-ace, LLC Phone: 7 Zo - Ll73 - 701 9 Property Owner Email: s5vrid6e.r-j@ cr-Ge,u.-s deco�,,^Vnties. corn Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: is I`-! 3 S. w',' i f o -f D r. , Yte 300 City, State Zip: ltrecnW ood Architect/Engineer: TA.-P30rt Lahv dov; C, Sf vc+vra( dtrUnt>.Shgr rson ©,nr.wQncy���f;rt�.Ce Architect/Engineer E-mail: dt,-�u day l c cs Phone: 501 - 3-7 -7 ' �D u c) Contractor Name: 1Z;'vn_rs,'c1e fir, -ace LLC City of Wheat Ridge License #: ! ° ° T Phone: 7w- 9?3-7ot9 Contractor E-mail Address: s s v ��� �r� cre e►�s fci co :,tiM .,, ; mss. Cox& For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 5+e.pkael Svn d 6 er Phone: 72-o - q 73- 701 CONTACT EMAIL(p/ease print): -,�-s v ri d� cri & 6 Ke -C 1,- S {'CIC n fi• 6s • c o -� Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical:owC fob C/pc_fi-,-c, --ro., Plumbing:.?,-34A,'r- Q ,,f. Fy, Mechanical: "e e_ plu,,,.4.;%7f Z� C_ W.R. City License # 08bo7c* W.R. City License # /7pC08r W.R. City License # '01 q'36Z Other City Licensed Sub: Other City Licensed Sul�' kt-1- 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. �aS4Cr plaonod 13-UnrT l 5,'n7/e -rAA, II -ror dle TOc.lYlhUIIA. no 00 or -,S T-ife \/lj Ccs n S i—ro c h o ,, Sq. Ft./LF ]IS -01"r BTUs 7 3 C) l - Gallons 55-0 (//) Amps 1,56 Squares For Solar. _ KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) IGC1, Opo.mo 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) QCONT(AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: 511 `1 20 I g Printed Name: e r DEPARTMENT USE ONLY ZONING COMMMENTS: Sp�Pp♦ f-r�� ✓G{/� OCCUPANCY CLASSIFICATION: _ S�� -.;g'("i'( ell, CONSTRUCTION TYPE: VE� Reviewer: BUILDING DEPARTMENT C MMEN J I jou•) z I Sq, o5y Reviewer: X ✓� S� �) g1z31�� _ PUBLIC WORKS COMMENTS: �_P p,Z ren) SLC �"�SPoT �LEli S �'�NU Reviewer: PRIOR 71w-) / SS t 1ATjCE 7 -ee zwt:5 --, G. O. Building Division Valuation: 6 �.z T� ,d3 v. r� � •t,Y�-. City ®f he,.t i e_ E'US1_tC WORKS City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: 0101-7/19 Location of Construction: 6 i S�7 W, t -f 44 Purpose of Construction: 75 ,. ,Yy M&= Single Family Commercial Multi -Family — K Development Review Processing Fee: ................................................ $100.00 $ (Required of all projects for document processing) (W*,, "AQ 4,77r D4AVL"4A $f,edb Single Family Residence/Dunlex Review Fee: ..................................... $50.00 $ 549. ZXD Commercial/Multi-Family Review Fees: (Fees include reviews of the I" and 2nd submittals) ® Review of existing or minimal technical documents: ........................ $200.00 $ ® initial review' of technical civil engineering documents: ................ $600.00 $ ® Traffic Impact Study Review Fee: .................................................... $600.00 $ m Trip Generation Study Review Fee: .................................................. $200.00 $ © Stormwater Management Plan (SWMP) Review Fee: ....................... $200.00 $ a O & M Schedule Review & SMA Recording Fee ............................. $100.00 $ ® Construction Control Plan ................................................................. $100.00 $ I Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff have not been fully made to the civil/stormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees: c Resubmittal Fees: 3rd submittal ('/z initial review fee): .................................................... $300.00 $ 4'h submittal (full initial review fee): ................ ................................ $600.00 $ All subsequent submittals: ...................... ................. ........................ $600.00 X = $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Kermit 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 -WAS'. @i%)Y, Q' V, M-01id} c (I.. 1, Rev 05/19 k ' � City of SINGLE FAMIL IIDUPLEX ` W heat N ! e BUILDING' PE 1T APPLICA PUBLIC WORKS TION REVIEW Date: Owl b 2ll c'� Location: l / G 8OI A2. ifs t`' P/ - ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. 1. / Drainage: a. Drainage Letter & Plan required: L -- es No b. Site drainage/grading plan have been reviewed and are: SOK 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: _1Z Yes No c. sidewalk: Completed Yes No Completed d. Other (specify): L/6,Ip7744. BuS P.f•D Yes No Completed For items not constructed, the amount of funds taken in lieu of construction: $_� 3. V" Does all existing roadway/alley R.O.W. meet the standards of the City: Yes t,-1 No If not, what is required? F -ow L1?h A= -S If R.O.W. is required, has the deed been received: ✓ Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. t/ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. D !-7 Signature David F. Brossman, P.L.S. Date 5. N A NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s):_ Signature David F. Brossman, P.L.S. Date 6. jf!"' Stipulations: 6-R,4-B1.V d.- C- 774=154 7eoO 14cG®ry/O,q,v 1��g,,� -M i ISsv,A>CE of 77kE 1=1"A -e— C • O. Few 7mez' B o 7. 4114 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 f Cily (11' r heat 1� C City of Wheat Midge Municipal Building 7500 W. 29" Ave. Wheat Ridge, Co 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: 0%// ADDRESS: L l & SQ W. yS4k 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, P.L.S. Development Review Engineer CC: File tccs w -ee:�a M��cri�gs.ca.us Rev 2108 0 3 ° �U � U O (o�.I �H 0 ; ° U Q �N 00 0 COc o kn N GJ w O C'3 �s .' O o� �U �� °o' ^d U U U C's O CC U � � CC - O V Q% t° �.�i...•.41 �� �ti V . � (,3 0 0 9:1 N O o 3 ._ 0 O C" o Fvi, 3 v� �b a0�vo AB AFF ALUM G BLK(G) BOT CART CJ GLG CMU CO CON( CONT CW DBL DLA DIM OTL EA ELEC ELEV ENGR EP EQ EQUIP EST Riverside Terrace Planned Residential Development 6 units (C, B, B, B, B, C) ,. ABBREVIATIONS AT ANCHOR BOLT ABOVE FINISH FLOOR ALUMINUM ANGLE BLOCK(ING) BOTTOM CABINET CONTROL JOINT CENTER LINE CEILING CONCRETE MASONRY UNIT CLEAN OUT CONCRETE CONTINUOUS OR CONTINUE COLD WATER DOUBLE DIAMETER DIMENSION DETAIL EACH ELECTRICAL) ELEVATION ENGINEER EPDXY PAJNT EQUAL EQUIPMENT ESTIMATE EX JT _XPANSK 4 JOINT EX WERICIF MACHINE BOLT FE IRE DO CUISHER CABINET FFNISH - AT4 -N44 R FlN NISH(E SHEET WHERE 'FL R IUORES ENT DRAWN DOTING MO MASONRY OPENING TIRED {I ) GA AGE, GA GE GAL kILIANIZE NOT -TO -SCALE GW YPSUM I kU. BOARD GYP fPSUM REFERENCE HB DSE BIB SHEET WHERE HM DLLOW I ITAL HOR RIZONT P HT GHT DETAIL SECTION OR HW T WATE 171 IM JT LAC HAND ARCHITECTURAL SYMBOLS MAS MAX MASONRY MAXIMUM BUILDNC SECTION C -UMTS 1106 NITS MB MACHINE BOLT REFERENCE LEITER .�. A / I \ BUILDING SECTION MECH MECHANICAL - AT4 -N44 REFERENCE MFR MANUFACTURER SHEET WHERE SITE RAINS MIN MINIMUM DRAWN EXACT SPECIFICATIONS MO MASONRY OPENING FIELD SUPERVISION 5. FOUNDATION DESIGN AND SOILS REPORT BY COLORADO REGISTERED ENGINEER SHALL BE ON HARD AT TIME OF WALL SECTION INSPECTON.(CTL THOMPSON. PROJECT NO. DN49, 768-120-R1 DATED JANUARY E. 2019. NTS NOT -TO -SCALE 1 REFERENCE _ WALL SECTION SUDING DOORS AND MEAS SUBJECT TO HUMAN IMPACT PER 20012 IRC. w REFERENCE OC ON CENTER(S) SHEET WHERE MIN R -FORTY NINE (R-49) IN ALL ROOF MEAS OSB ORIENTED STRAND BOARD DRAWN -SEE NOTES ON SHEET N-1.0 FOR ADDITIONAL INFORMATION. P PAINT GYPSUM WALL DETAIL SECTION OR PERF PERFORATE(D) 171 ENLARGEMENT DRAWN PLANT PLASTIC LAMINATE PLASTER, SAND, AS DETAIL 17 ON SHEET A9.1 PTD PAPER TOWEL DISPENSER RISER WITHIN (TREAD OR RISER) BY MORE THAN i'. PROVIDE 1' NOSING. ALL STAIRWAYS SHALL COMPLY WITH 2009 PTRT PAPER TOWEL RECEPTOR RESILIENT FLOORING R311.7.2 FOR ADD•L INFO. HANDRAILS SHALL COMPLY W/ R311.7.7. EXTERIOR STEPS SHALL BE 12' TREADS. PWD PLYWOOD DETAIL SECTION OR 17. PRIMEL DOWN SPOUTS TO HAVE 5'-0' EXTENSIONS AT GRADE - TYPICAL Ag 1 ENLARGEMENT DRAWN RA RETURN AIR AS DETAIL 2 ON SHEET A9.T REF REFERENCE WALL OR PARTITION REINF REINFORCING . \/ TYPE REFERENCE REO'D REQUIRED RH RIGHT HANDEQUIPMENT NUMBER - RM ROOMO SEE SCHEDULE RO ROUGH OPENING WINDOW TYPE SC SOLID CORE 1 REFERENCE SIM SIMILAR SUSP SUSPENDED ELEVATION INDICATOR SV SHEET VINYL T&G TONGUE & GROOVE A� - NEW COLUMN LINE TEL TELEPHONE DESIGNATION TOM TOP OF MASONRY TOP TOP OF PLATE - EXISTING COLUMN LINE TYP TYPICAL DESIGNATION VERT VERTICAL tz KEYNOTE REFERENCE VCT VINYL TILE W/ WITH MATCHLINE MATCH LINE WC WATER CLOSET SEE SHT. A2.3 REFERENCE WD WOOD W/o WITHOUT WWF WELDED WIRE FABRIC WALL ELEVATION DRAWN 101A AS DETAIL NO. CM SHEET AS NOTED x u STORAGE ROOM NAME &NUMBER 01 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 no SAI1 w Ny" A v e- EET INDEX ARCHITECTURAL BUILDING SECTION :IV ARCHTECTUML SITE PIAN q0. FOR VISITABLE UNIT LOCATIONS. GENERAL NOTES ROUGH WOOD C -UMTS 1106 NITS CONTINUOUS ROUGH WOOD 1. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS - DO NOT SCALE NON -CONTINUOUS 2 AALL WORK PPROVALS TPO BE R KIR PERFORMED CONSMUIN COMPLIANCE WITH ALL STATE AND LOG& CODES. SECURE ALL PERMITS AND 3. SUB -CONTRACTOR TO EXAMINE AND VERIFY DIMENSIONS AND CONDITIONS BOTH ON THE PIANS AND IN THE FIELD, INSULATION -BLANKET AND BE RESPONSIBLE FOR ANY ADJUSTMENTS AND/OR CORRECTIONS. 4, CONTRACTOR TO PROVIDE : SOILS REPORT BATTS SITE RAINS MANUAL J, D, & S FOR MECHANICAL EXACT SPECIFICATIONS INSULATION -RIGID COLSELECTIONS LANNDSRC PEE PLANS FIELD SUPERVISION 5. FOUNDATION DESIGN AND SOILS REPORT BY COLORADO REGISTERED ENGINEER SHALL BE ON HARD AT TIME OF INSPECTON.(CTL THOMPSON. PROJECT NO. DN49, 768-120-R1 DATED JANUARY E. 2019. GLASS 6. All DIMENSIONS GIVEN TO FACE OF STUDS - 3-1/2' OR 5-1/2' WIDE U.N.O (LARGE SCALE) 7. ALL WINDOWS SHALL BE WEATHERSTRIPPED AND DOUBLE INSULATED LOW -E GLAZED, WITH TEMPERED GLASS AND SUDING DOORS AND MEAS SUBJECT TO HUMAN IMPACT PER 20012 IRC. 8. ALL EXTERIOR DOORS AND DOORS LEADING TO UNHEATED MEAS ABOVE GRADE TO BE WEATHERSMIPPED. ACOUSTICAL TILE 9. INSULATION - MIN R -TWENTY ONE (R-21) N 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. -SEE NOTES ON SHEET N-1.0 FOR ADDITIONAL INFORMATION. 10. PROVIDE DIRECT VENTED COMBUSTION NR FOR POWERED -VENT FURNACE AND WATER HEATER AS PER MFR. GYPSUM WALL SPECIFICATIONS. BOARD BOARD DRAFT STOP ALL POCKET DOORS AND FLUES. VENT All EXHAUST FANS AND DRYER TO EXTERIOR REFER TO DETAILS FOR FLASHING BETWEEN CONCRETE PORCH AND PATIOS TO PREVENT WATER PENETRATION. 13. PROVIDE ROOF AND SOFFIT VENTS AS SHOWN ON ROF PLANS & ELEVATIONS. PLASTER, SAND, 14. STAIRS AND STEPS 7-3/4' MAXIMUM RISE, 4' MIN. RISE, AND 10-- MINIMUM TREAD. RISERS AT EXTERIOR DOORS CEMENT, &GROUT SHALL BE MEASURED FROM TOP OF THRESHOLD. THRESHOLDS SHALL HAVE A MAX. HE OF 1' THE LARGEST TREAD OR RISER WITHIN (TREAD OR RISER) BY MORE THAN i'. PROVIDE 1' NOSING. ALL STAIRWAYS SHALL COMPLY WITH 2009 IRC SECTION R311.7. MAX RISER HT. - 7 yl' - SEE R311.7.1 FOR ADD•L INFO. MIN. THREAD DEPTH = 10' - SEE RESILIENT FLOORING R311.7.2 FOR ADD•L INFO. HANDRAILS SHALL COMPLY W/ R311.7.7. EXTERIOR STEPS SHALL BE 12' TREADS. 15. ALL TUBAND SHOWER ENCLOSURES TO HAVE J' CEMENT BOARD TILE BACKER WITHFIXTURE PENETRATIONS SEALED. 16. PROVIDE r TYPE •X' DRYWALL UNDER STAIRS IF SPACE IS ENCLOSED. 17. PRIMEL DOWN SPOUTS TO HAVE 5'-0' EXTENSIONS AT GRADE - TYPICAL BRICK no SAI1 w Ny" A v e- EET INDEX ARCHITECTURAL BUILDING SECTION :IV ARCHTECTUML SITE PIAN q0. FOR VISITABLE UNIT LOCATIONS. c is a-B-e.c C -UMTS 1106 NITS UNIT NOS. 1. 4, 5, 7. 8, 6. 10, 11,14.15.16 AND 17 18. ALL EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPERABLE AREA OF 5.7 SO. FT. WITH A MINIMUM HEIGHT OF 24' AND MINIMUM WIDTH OF 20• FINISHED SILL HEIGHT SHALL NOT BE MORE THAN 44'. 19. FIREBLOCKING - RE: SECTION 6.5 ON SHEET ADA 20. CLOTHES DRYER VENT DUCT SHALL HAVE A MAXIMUM DEVELOPED LENGTH NOT TO EXCEED 25'-0' FROM DRER TO THE OUTLET TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2 j FT. FOR EACH 45 DEG. BEND AND 5 FT. FOR EACH 90 DEG. BEND. THE EXHAUST DUCT SHALL BE A MINIMUM OF 4' DIA THE DUCT SMALL TERMINATE OUTSIDE OF THE BUILDING AND SHALL HAVE A BACKDRAFT DAMPER THE DUCT SHALL TERMINATE 3 FT. FROM OPENINGS INTO THE BUILDING. 21. SHOWERS TUB -SHOWER COMBINATION SHALL HAVE A PRESSURE BALANCE CONTROL VALVE OR THERMOSTATIC MIXTURE VALVE HANDLE POSITION STOPS ARE REQUIRED AND SHALL BE ADJUSTED PER MANUF. SPECIFICATIONS. - MAX MIXED WATER SETTING TO BE 120 DEG. 22. FOUNDATION WALLS SHALL EXTEND ABOVE FINISH GRADE WITH THE FOLLOWING DIMENSIONS & APPLICATIONS A) BRICK/EARTH SEPARATION = 4- 8) STONE/EARTH SEPARATION = 4- C) STUCCO/EMM SEPARATION = 6' D) SIDING/FRAME (WOOD)/EARTH SEPARATION = 6' 23. ALL FIREPLACES, WOOD BURNING STOVES, AND GAS LOGS MUST BE LISTED BY M APPROVED TESTING AGENCY (I.E. UL OR ANSI). INSTALLATION MUST CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS. WOOD BURNING FIREPLACES ME NOT PERMITTED UNLESS FITTED / CAS LOSS, OR M EPA PHASE II INSERT 24. FIREPLACES ARE NOT PERMITTED IN BEDROOMS UNLESS EQUIPPED WITH M APPROVED METHOD OF OBTAINING COMBUSTION AIR FROM OUTSIDE 25. STEP FLASHING IS REQUIRED AT ALL LOCATIONS WHERE A SLOPED ROOF MEETS A VERTICAL WALL OR PROJECTION 26. PROVIDE DRAINAGE A MINIMUM OF 5•-0' AWAY FROM ALL FOUNDATION WALLS AT ALL HOSE 818 LOCATIONS 27. SITE RETAINING WALLS OVER 30' IN THE HEIGHT FROM GRADE TO THE TOP OF THE WALL REQUIRE SEPARATE PERMITS. 28. EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CUBIC FEET PER MINUTE (0.19 M3/S) SHALL BE PROVIDED WITH MAKEUP NR AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST AIR RATE. SUCH MAKEUP NR SUSIEAS SHALL BE EQUIPPED WITH A MEANS OF CLOSURE AND SHALL RE AUTOMATICALLY CONTROLLED TO STMT AND OPERATE SIMULTANEOUSLY WITH THE EXHAUST SYSTEM. ENNIS p\ LEE THOMPSON 8-1880 � ��ysED 8.15201 DESCRIPTION I DATE BIO SET R3:3,S1' PERMIT SET I%U.' PERMIT COMMENTAAHT.IS C B B g g C COVER SHEET RIVERSIDE " - I t---- ----�- ---J -- --- t -- �- 22 �®, o�L_lill�'�i �i�%ac,;;,•ii��' ILII .• '� �4.%2���a�:Ti /%ql � Ir i.1 mm �: +���i li/ fi�r , r}f H� LTC p i/� �� rr I�01W� I I �' � 'AAI LL .�.:.. J•.. � INW ��� � I , ���.\\�� 'L sir 2Milli no N Mee: i Ol I ■ VISITABLEJ�VISITABLE--VISITABLE VISITAB.0 I u Ilan ® II X111111 mll a �� UNIT B I���I �I� I " �I� I�■�M III w "r UNITS 1, 2, 3, 4, 5, 6, 13, 14, 15, 16, 17, AND 18 N - - - -UNITS 7, 8, 9, 10, 11 AND 12 PLAN NOTES - RIVERSIDE UNIT AND GARAGE SLAB ELEVATIONS BUILDING UNIT NO./TYPE MAIN FF GARAGE /UNIT TRANSITION NO. OF RISERS DETAIL GARAGE GARAGE SLAB@BACK SLAB@BLDG OF DOOR EDGE SOUTH I/c .13.13 ,1..(1.59) 3 t/..19 1.1} I'M SOUTH 2/8 5413.13 11.9 ('ml 2 3/.19 1116 11.44 SOUTH 3/0 5413.13 1242 (.717 2 J/..19 12 11.96 _ SOUTH . _ _ _ _ 4/B-_ U-3 12.4 (fin I 3/..19 1204 - -12 SOUTH 5/B 5413.13 125 (.63) 1 4/..19 12.. 12.N SOUTH 6/C $41113 1256 (57) 1 4/A6.19 12.14 T2.1 MIDDLE 7/C 5413.13 11.. M.) 3 t/..19 11.12 11TH MIDDLE 8/8 5413.13 11.90 (1.23) 2 3/..19 1114 111 MIDDLE 9/8 5413.13 12.42 (.71) 2 3/&19 12 1196 MIDDLE 10/8 5413.13 12AS (.67) 2 3/..19 12. 12 MIDDLE 11/8 5413.13 12M (.43') 1 4/419 12.045 12.04 MIDDLE 12/c 5413.13 12.56 (57) 1 4/..19 12.14 12.1 NORM 13/c 5412.7 1235 (35) I 4/A6.19 1214 12.1 NORTH 14/8 U12,7 12.30 (40') 1 4/..19 1194 II9 NORTH IS/6 5412.7 12,6 (S3') EvERxVD OM MM�lI1RR0NMAA M[.F 4/A619 11.74 11.7 NORTH 16/6 .12.1 11.75 (RS) 2 3/..19 11.54 115 NORTH I7/B .12.7 11.55 (1.15) 2 3/..19 II.N "I NOWH 16/C .12.7 1.46 (114) 2 1/&19 f 1.14 n.1 PLAN NOTES - PLAN NOTES - o 5_� 9 8 CONCRETE AND MASONRY INTERIOR TRIM AND CA&WETS $ NNGDE NTN M DanC O dE M9 SXEIF MD ONE REDO N .• NF., R[HMO PVN 33 a ^o S L PSI N DIRE = 3' PER r60N (}2) YAIY W AEE = I:A (SS) PCR AND A117.1 �;/ C[waWR wrtx GRAD60 " w/1, 4'1 ON• O.C. 55 7R0 MDT SHELVES AND ,RENO ROOS AT 42' NN RI' Nr. RE: Uxll ddF i OHORTE NRN/N(TO ® TINE(5) EO -1 mNED HOF SXDES, R: REIN FOR M, RE: WO I ii -HOW RR PUN d DEINLS J -AOR �• PER TOO, (I;) -FROND N'r 0 24' O.C. 57 MOtL41 TW(2)LRIr SHELVES ATONE MERE/EMR -RE: UNI PLW 2)^ EDGE M $VD ® ETM MO(2) Na SHELVES ABRt Wrx UNI EA.En wNI " SHELVES REL. - RE: PlM J� DROP iM aa'TTKN V71L A, O,TRIDD DOR RR VW,/CML $9 HAUPNL W .• YNNm TO 36' "N"MOVE INE M S,N7 _.. RE: X PLAY TIN 9" VENEER, R: ELEMOII ® NOW "'� wnN-EDRaR Awru � YWM RVuI aP111MSWi•.Y-6.LNFm SNOUT B.OH 8441 A 4' DIAMETER SKRE CVNOR PASS NRBM > CmNYi NTERNIX -6.12• RMIq-51NN 9AY AT INiRY CNA'PY 61 VNIRY, R: PLVS FO SIZES - mP OP101V1 N1FRN1i[ - e-8`0NO 111.� F (RAR+[D) 62 PAVIITf C.fE15 63 UPPER C19PErs �' f£A'AIN,G J FEEL 9EIW (UNPRYEDJR: TRANxG PLW- (SIRIKr-) ® Lom -us DHL FOLIO CORE DOR w/ SEN. 10 65 MIIOLW HERR UBNCIS '----• Alf-40FEP(NMNY MLYI d Alf-UTCINC d THRESHOLD ® Om6NV1 LDAER CIBNDs 10, SELL VIN R: iRMNG PVNiSIMLIWI) 6] RNCH MTH NNUD iM IM SiaULE NRHN MO LUf@IEs ABaE W 12 UE a LRAM. NB7xE ® Nxlux sur 19' HDN Q- 13 TIME U ERMRO RLGw 69 PNOYXNL IXICNSWX M: 3lAfit7 ^ 14 UNE a-'/BF.W MOTE 70 RATE-MINYL RL 6/..11 �l 15 YMWY 1 aP,X 10' w/ MH (' NOSING: MISCELLANEGLI$ ITEMS 1 O UMNFID 0.FA INU - W' U � 16 Njlaw wNi (UxaR CWxIER) 71 [%148TH RNMO. RL RNI/E09NIaEi r cmw r0srs RDEARD a RM Q I] FANO OPExIO 72 10• MN DEM CMEREiC SIP(S). OCEUS PN Chi MIINDF Ili Q 7 (' I141C BSER HEI CE 18 r IWCN SNWDL�Q® ASYROW[O CEIixG u[NMMEF 73(Lpx1H1 EvERxVD OM MM�lI1RR0NMAA M[.F , O 19 I9' RA4D FRNED MIORH w/ 12' -E BDA® DEMW 71 R UNI LOn OPTION: RMONE DDM t0 90RJW 3 J � MD EMNOE MOAT R WAIN &gnroV. _____ �- 2:0) XUA,ED MEw TM S,OTR i ACU55 CUM la, OmLN: RYQIE DDM 10 RMO@I ] O n-. 30' APC ACCESS75 IID OLLLI[ DOM, WEN MO MOAT w/ DPM RNl ( 1 D2- DE.- wNI (w,0) H.V.A.C. AND PREPLACES 0 M110111L FILOETRG IIEPVLE MODERN IVMS 27 W IIMM IIV.IS-SH 661N1 RR MFR, mfCS. I� 21 ID' MIN: DUCT m CHl4 Nan nENee 4 TUE . IVSSBLI W -1 GENERAL NOTES Cc FORCED AR UW - MM [rtKEMCY MED'ENT D Q vER 26 EED STEEL lE.V6 TO BE LETT UHPRNED MWED I. MERIMONn NOT ED W F[: OVNLM" SED METE 5 1. ALL CN1ME DDDR JWBS ARE EINE MVENT RE; OYERNI PWH SH[D !. WPM &MMIC d r61N1 FI6CB TMSET AMD WILLNNDON s SIDING ANON 28 NR [aLVIMR CU. W 36' . 36' P. I CNd % 4. INSTALL TIER M.EN1 E -ON TRY UNDER ALL DOOR ,HIEFHROF sarrt rM Nc INE PE7EI-ATTI, Lo- R U. J D(IE4_) 5. PNNT YE4w6CA R0014 (.00HS I2U GNME SW6 � I LL O PLIA'ASIh'„BATHHA£DWARE ANCAPPLDANCES �J 31 W1FR XFAlOt - HGH [DOENCt' POMLA MSCI VIM ROESIII uwtoRr � C `/ WTM ROA1 W/ 24' . O• MFM SHALE i�C V 42' MGH MINOR. W1M LENGTH O VMITY O• . 60• TU7 SHONR w/ ILE W 12• AEOME HHSHED FLOOR 04' . fir SHMER 945E w/ TO. AONT; cl,m DORS . .� D77 TEND. BW t! ^J Tar. Rxc I�l 3 HEU.. VEOLCNE -ET �J 4 MTORY/VINDY COUNTER NH (MIOWL REMOVABLE rRDXI PMR) II IOID PALER HOLM IT� OUSE SNL WHDEPOSAL 4 ; '✓� DFN,9 R Rr7RMWiM m7LE NRH RE -ER LN - wEN/ - HoM N� ENNIS p !6 wASI4NG NW ME 7A wRH RDM"AND t TMOMPSO(II r IEVDTE REUa9En MO wNi B-1880 44D7 DRIER YALE 111T1 RECESSED TENT n NO 4' DIAMETER OCT TO OUTSIDE 17 �yAsFO amNrL UBRY BNL ARO+�`�� FROST -PROM OSE BBB INTH B•D6 ROw PRMNIER 8.15.201,j- TLDOR MN A DESCRIPTION DATE 5J1 DW]P URMC . HECK -D - NRI ER RODM(YAN lE`El) BID SET ITE it919 J (RANO) RERHIT SET MNIID9 D - AE,tt city as NOTE: Wheat Ridge REFER TO UNIT PLANS FOR OPTIONAL ADD FOR GLASS Building Divi -son SECTIONAL OVERHEAD DOORS IN LIEU OF GREAT ROOM SLIDING GLASS DOORS. PROSECT DATE 18704 DEC. 7 2018 Design/DFBNn CHECKED BY: LW DT NOTES: Sheet C B B B B C LB DG. PLAN PLS. REFER TO UNIT PLANS FOR FLAG NOTES OF INTERIOR � J1 O RIVERSIDE . r1_'� UPPER LEVEL FLOOR PLAN SCALE: 1/8"= 1'-0" C -B -B -B -B -C UNITS 1, 2, 3, 4, 5, 6, 13, 14, 15, 16, 17 AND 18 jA N UNITS 7, 8, 9, 10, 11 AND 12 PLAN NOTES - CONCRETE AND MASONRY O _R p YRMW SLWC - f PER FOOR (Zx) YDYSLOB - 1:20 (SS) RR — AI17.1 I. MRM CRWMC PLAN w/f, 4, 024' D.c. CO.WETE POROI/PAM O2-n[I(OI PER " 6 OU.S 30R =L' FER ,Oa (IR) -P CC 14'. a 24' O C. O3 [aE a SVR ODROP i(P a ,OYW4NOx xNL O OERRM DOOR PFR SIRIICI./DUE O IWI 61%M WKER RE: RNAIOM © aHO1Mt Nrz x -6'.12' ROOx-M. REM Al EMR a2OPv O OPIIO1lN NT(RMrz - RYDL BMDI AW PERS O D) ERA/aINC4 O9 sm BFA (WPPYEOIR: _RC PCW- (smcvLRM) 10 1 j' 1NK SOIa COR DOOR W/ SELL, SFU-CLOSfR(OGWMt WL1') a SEL1.1— a THRESHOLD 11 SIAL BFNI R: FRMIRC PLWSM IAWL) 12 LRE OF FRMIRO MORE 13 LIVE a fAAMW RLOM 1A LME a SO ff,RAN MORE SNRS: MARMLW RR=7 f; 15 YIXINN /RAD SSR +IO' M/ MR. j' NO6wC: uNMHY HEAD OUWMCE = QD' 16 34f1DM MML (WOR CWWER) 17 UMI. OPExwO iB +' ��RC xN.L SIRUCMSUPIWRC COMO WRI 19 1S' RNSm IWII[D PUIFWY M/ 11' HARDE BDMO aIXINC ® R KD ORMW 1. SHONE ACCESS 2/ 22' . 30' AIDC NXL55 O2-4IL KNEAD .1 (MIO) H AI.A.C. AND FIREPLACES L% YODEL ITN401s-Sn. IF61NL RP N,H. ARC'S 24 1p0 FUReNG a5 lxaD At MO E 10 OUC1 OFORCED M L. - MW E__ ORE. ttRR SI OWP CFAMD u RWWED - PONDER "IMA IN£L) ® R: QEW L _ SIEu a 2 to 9ELWS 27 R: O PLA SEE/ 28 NR CIXOOIOLR GO. W W . C PAO RE__ ® SOFi1T FOR A/C MIL POCIMIUS-YFIOY Lau1gN w FUD ® (RSDMO) ?LUMBINCj.E,ATHHARDn'ARE AND.APPLIANCES 31 VNIFII HFMER - Hp4 6FO[WY fYMFR OR. VERT 32 PEOESK UtA11ORF O MiFR QOSLT M/ 24' .JAI' CLEW SPAa O 4Y — MMOR, WIOI LERDR4 a VARY ®30'. 60- IW SORER M/ W TO 72- —E URSEO FLOOR ® 34' . 63' SI -ER BAS M/ T.C. SLOW CUSS D000.5 37 TOW SW ®TOW i m ® RECESSED REDICK DIMS ® LOATOY/V OY DENIER WTH (DPIORN RYOWEI-E FROR PAEL) 11 W PAM HOLDER 42 DEWS SNR W. )Sm _® O& MW(R .—RATOR SPACE m ICE RME. FR /11 1451I OLR/RACE — ROOD MORE �■ r --r r■r■■r ■� �M r66u6r� �r �� pnm � I� p1► ��E a ���(�l fel' �. � p - .:� �I�I fsl' �.., 1 � _�Iv •ul 5111-0 ME Mme_ Q r © Z�r ® - m E =.i 1 © 11 FF� 11 14 r1_'� UPPER LEVEL FLOOR PLAN SCALE: 1/8"= 1'-0" C -B -B -B -B -C UNITS 1, 2, 3, 4, 5, 6, 13, 14, 15, 16, 17 AND 18 jA N UNITS 7, 8, 9, 10, 11 AND 12 PLAN NOTES - CONCRETE AND MASONRY O _R p YRMW SLWC - f PER FOOR (Zx) YDYSLOB - 1:20 (SS) RR — AI17.1 I. MRM CRWMC PLAN w/f, 4, 024' D.c. CO.WETE POROI/PAM O2-n[I(OI PER " 6 OU.S 30R =L' FER ,Oa (IR) -P CC 14'. a 24' O C. O3 [aE a SVR ODROP i(P a ,OYW4NOx xNL O OERRM DOOR PFR SIRIICI./DUE O IWI 61%M WKER RE: RNAIOM © aHO1Mt Nrz x -6'.12' ROOx-M. REM Al EMR a2OPv O OPIIO1lN NT(RMrz - RYDL BMDI AW PERS O D) ERA/aINC4 O9 sm BFA (WPPYEOIR: _RC PCW- (smcvLRM) 10 1 j' 1NK SOIa COR DOOR W/ SELL, SFU-CLOSfR(OGWMt WL1') a SEL1.1— a THRESHOLD 11 SIAL BFNI R: FRMIRC PLWSM IAWL) 12 LRE OF FRMIRO MORE 13 LIVE a fAAMW RLOM 1A LME a SO ff,RAN MORE SNRS: MARMLW RR=7 f; 15 YIXINN /RAD SSR +IO' M/ MR. j' NO6wC: uNMHY HEAD OUWMCE = QD' 16 34f1DM MML (WOR CWWER) 17 UMI. OPExwO iB +' ��RC xN.L SIRUCMSUPIWRC COMO WRI 19 1S' RNSm IWII[D PUIFWY M/ 11' HARDE BDMO aIXINC ® R KD ORMW 1. SHONE ACCESS 2/ 22' . 30' AIDC NXL55 O2-4IL KNEAD .1 (MIO) H AI.A.C. AND FIREPLACES L% YODEL ITN401s-Sn. IF61NL RP N,H. ARC'S 24 1p0 FUReNG a5 lxaD At MO E 10 OUC1 OFORCED M L. - MW E__ ORE. ttRR SI OWP CFAMD u RWWED - PONDER "IMA IN£L) ® R: QEW L _ SIEu a 2 to 9ELWS 27 R: O PLA SEE/ 28 NR CIXOOIOLR GO. W W . C PAO RE__ ® SOFi1T FOR A/C MIL POCIMIUS-YFIOY Lau1gN w FUD ® (RSDMO) ?LUMBINCj.E,ATHHARDn'ARE AND.APPLIANCES 31 VNIFII HFMER - Hp4 6FO[WY fYMFR OR. VERT 32 PEOESK UtA11ORF O MiFR QOSLT M/ 24' .JAI' CLEW SPAa O 4Y — MMOR, WIOI LERDR4 a VARY ®30'. 60- IW SORER M/ W TO 72- —E URSEO FLOOR ® 34' . 63' SI -ER BAS M/ T.C. SLOW CUSS D000.5 37 TOW SW ®TOW NC ® RECESSED REDICK DIMS ® LOATOY/V OY DENIER WTH (DPIORN RYOWEI-E FROR PAEL) 11 W PAM HOLDER 42 DEWS SNR W. )Sm O O& MW(R .—RATOR SPACE m ICE RME. FR /11 1451I OLR/RACE — ROOD MORE LJ wl[R/00.W RASED MO YIll 47 OMA SPACE wM RaSSED MW Bax NO 4' OMEIER OOE M OW90[ ® arox4L urmr swc 49 FRGS -RNA TOS OBB MIH RYX ROM PfIMW[R ® RAW DNR SI OWP CFAMD u RWWED - PONDER "IMA IN£L) 52 (RESRYED) a 2 to 9ELWS NOTES: PLS. REFER TO UNIT PLANS FOR FLAG NOTES OF INTERIOR PLAN NOTES - INTERIOR TRIM AND CA&NETS DRE NOF SHELF IND DRE ROD AT 6R' MF.. IRilw PLMR WD Ya WLYES AW TRO RODS AT 42' RW W W. R: IMO RA J MIS) EDIWLY 7Ma 9[LvES, R: NIDI rm SQE, RE: IMO PLA 57 ORM MO(2)AO SHELVES Nett NS11ERftl0FR -R: ulD PVN mi=l TwOD) MDF SHIMS MOVE — J FRUIED LOW WILL W SHELVES BDM - I[, AT PUN 59 HWDRAL AT N* MMM TO W I -MM ABOVE WE Of SIM NOSNC. R: LEO RAR �l TWT MNL MIM W N MVW RLL AT W WWW /BD.E SNR N RG DR �l FIR 0 ROOR WH RML WL OMERS 21Y WMERS SPACED SUCH Twi A 4' DMNi1ER SPHERE GMIRO PASS IHRO.ARI 61 vmw, RE: %MLS FOR WES 62 PAMR CMIES 63 UPPER CM,Rm LORW CI$ETS 65 OPTIDW LPRR WHETS 9 WI10114L LOVER CWNIS 67 &NCH WH HRIG[O is FOR SORA YRIB! AW CE MOPE — SW . NOI 69 PAMMNL MR90H RE: 31.12 7O 0.4rz-ORIONIL M 6,M02 MISCELLANEONS ITEMS 71 NRNOR FENONG. R: PUN/REVAlIOvS 114' CEWt Po INDEARD W PIA r1 1" NN DEPTH ""' IE SIMS) M "M` S PER W6 DRMM J 7 f MA RISER "Ell 73(MITx FOR K�OhRIEW DOOR YAMXSE MIERRRD LIAR PAR19R 74 9 WR LOFT EPIYYu1 RWL 000R 1D SO.00M 1 IND ENLARGE am R MS,[F SOROOY. C MO LOU OPTION: RYOL DOOR ID NORWY 3 75 AD DELETE DOOR. LIVEN AD CLOS. w/ — RIA GENERAL NOTES 1. IWRIOR EMBED STEEL SINS TO 9E LER LMPRIIFO AO WI F, RRED 2. ALL WAGE DOOR YNR ARE FIBER cEMER J. wRM RILDrN a IrsNL EASY rtr51 AD Ixfiuu MWw a sartc um+: 4. W4L FIBER CEYER EIDIMON 1RM OWER ALL DOOR inRSOLDS 5. PNW RCHAR M W W FLOORS NO GOOLE — CKY of VVileat Ridge RIVERSIDE t LEE ' THOMPSON *' s-iseo A.I 8.152019� DESCRIPTION DATE DID SET lN4IDl9 BLDG. PLAN A1.1 PROFILE e �1 C -B -B -B -B -C NORTH SIDE ELEVATION (UNITS 7,8,9,10,11 AND 12) SCALE: 1V8 =1-O� SOUTH SIDE ELEVATION (UNITS 1,2,3,4,5,6,13,14,15,16,17 AND 18) (_21 C -B -B -B -B -C NORTH SIDE ELEVATION (UNITS 1,2, 3, 4, 5, 6, 13, 14, 15, 16, 17, AND 18) SCALE: v8 -=l'0 SOUTH SIDE ELEVATION (UNITS 7, 8, 9, 10, 11 AND 12) PLAN PROFILE el 3 � C -B -B -B -B -C WESTSIDE ELEVATION (UNITS 1 AND 13) SCALE: 1/8"=1'-0 EAST SIDE ELEVATION (UNIT 12) PLAN PROFILE 4 C -B -B -B -B -C EAST SIDE ELEVATION (UNITS 5, 6, AND 18) SCALE: 1Y8 =1 -o WEST SIDE ELEVATION (UNIT 7) REFER REFEREWES DETAIL REFERENCES ELEVATION KEYNOTES (JO YR.)RUSTICATED COMPOSITION SHINGLES PRIMED GUM OVER 8'x J'FASCIF BOARD GALVANIZED METAL FLASHING AT ROOF, WALL AND MATERIAL INTERSECTIONS HORIZONTAL LAP SIDING WITH 4' EXPOSED BOARD DECORATIVE METAL BRACKETS HORIZONTAL LAP SIDING WITH 8' EXPOSED BOARD PORTLAND CEMENT HARD COAT STIM PANEL SIDING WITH METAL CHANNEL REVEAL VERTICAL WOOD SIDING THIN BRICK VENEER 8' THIN BRICK SOLDIER COURSE THIN BRIG( ANGLED ROWLOCK HARDBOARD TRIM STUCCO TRIM OVER FOAM GABLE END VENT (DECORATIVE) 0 1'/FT. SLOPE MINIMUM OVERHEAD GARAGE DOOR (16' x PROVIDE DOOR OPENER WITH 6' TEMPERED GLASS SLIDING DOOR BOARD AND BATTEN SIDING METAL FLASHING HORIZONTAL DECORATIVE BLIND LOUVER THERMA-TRU PULSE 8' ECHO 5 -LRE S85RAX DOOR BLACKENED OUT WINDOWS - RE A6.18 (NOT SHOWN FOR ELEVATION CLARITY) METAL ROD AND FRAME GATE -OPTIONAL (NOT SHOWN FOR ELEVATION CLARITY) BELOW IS FOR DEDUCTIVE ALTERNATE DESIGN OVERHEAD DOOR WITH FIXED TEMPERED GLAZING IN ALL PANELS (UNIT B=9080 / UNIT C=9080) OPTION - ADD ALTERNATE 6'X12' ROUGH -SAWN BEAM AT EIM CANOPY OPTION ADD ALTERNATE BRICK AND PIERS ENTITY FEATURE - OPTION ADD ALTERNATE CKr of t, cleat Ridge piv RIVERSIDE tU * a,; DC e.ls.zols� DESCRIPTION DATE BLDG. ELEV(ALTERNATE) A3.1 2 11 A5.00 I oi'gg-�E W A ' A5.OD A5.00 w z -- - --.I; J1 u u 1 Lu z J i`LJ i LJ Tj LJ 1 BUILDING SECTION: BUILDING C -B -B -B -B -C SCALE: 1/4" = 1' 0" 1 BUILDING SECTION: BUILDING C - SCALE: 1/4' = 1' 0" uk i ---' Lj— i ---' — LL - w O U `W f W W • • � ®t1 � I ♦ 1' II L I �I I ®q 1 � •. I • I1 I i• I I. I� I (11111 1��1 I'If 1�1 III I� I • • i I I�i ® jl.? � � � • I • 11I I � ®� I I AI I� I. � ®■ ������1� - � ® x'00 1 •• 1 •• E NTRY MIMI DINING u u 1 Lu z J i`LJ i LJ Tj LJ 1 BUILDING SECTION: BUILDING C -B -B -B -B -C SCALE: 1/4" = 1' 0" 1 BUILDING SECTION: BUILDING C - SCALE: 1/4' = 1' 0" uk i ---' Lj— i ---' — LL - w O U `W f W W *1 LEE rI THOMPSON *,1 8-1880 cl�y`Sf0 ARG�`��G, a.lszols« UDESCRIPTION I DATE BID SEf IBII, A19 City of wheat Ridge .Buiiding Divisors =1 B B B C BUILDINGSECTION RIVERSIDE A4.0 1 PROPOSED FUTURE CONNECTION TO ADJACENT CLEAR CREEK TERRACE OX U TOWNHOME DEVELOPENT. 2 - WOODEN POSTS AND CHAIN W/ R11-2 STM 11 ROAD CLOSED SIGN INCLUDING KNOX PADLOCK AND REGULAR PADLOCK. - ,c-'• 12.3311.87 Ly 12.30 <`I •- i •• a ° '6- AFPD TO REMOVE AS REQUIRED FOR EMERGENCY VEHICLE ACCESS TO 8.473 ME HAMMERHEAD TURNAROUND 14 TYPE B 5412.70 - _ -(SEE SHEETS JL 12.00 TW ❑V o 1 & 18) OUTLET STRUCTURE \ SEE SHEET 22 I 1' CURB CUT 1 STM INLET 11.0 I 11.67V2� 1.60f11.02 LP- STA- STM P STA. STM MH -MH -2 (FLAT TOP) SU 2+90.53/11.00' R 4' DIA MH ELE ELEV=5411.84 12.0 1.56 _ __11.36 3' TRANSITION TO FULL -HEIGHT CURB11.63 7.gAS 71 SS X77 57 SPILL I LOyj II CURB / M1ti ' SID ALK I HASE 1145 E-1 /r11. 13.110 1.44 fL;; 11.77 11.85 11.77 11.85- 11. 7 1.8511.77 11.74 SGS 11.85- 11.59- 11.53 1.8511.5911.53 11.30 LP I STM IINLET-AD-1 18" DIA. W/ bOME GRATE i EX. 5' D.U.E. 11.741GS REC. 798 F1693798 ^ \ TM -ADO-4 DIA MH 1t . 91 TO0 10.133 BW \\I 11.87 1.8 12.14 TW 1117 9.5 BW ., • ,.., , ►J 13 TYPE C 5412.70 CHASE 1,86 -� -11.82 12 -11.82 t _11.69 11j,8 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. NO.: F1693798 1' CURB CUT 9.62Z 11.38 HP 0.67 11.02 LP 11 00' R TA: 1+96.38/11.00' R STA: 1+43.00/11.00' R I �y ELEV=5411.55 ELEV=5411.19 PRIVATE DRIVE C W 6" VERTICAL CURB (ASPHALT) Ill��o AND 2' GUTTER @.50% _ -1 17.63 HP _ 2+00 0 o � N 77.73 HP 0.31 11.57 57'0 i I o of R°O Ga Q O V L__J OX U _ N N 0 STM 11 9.4 - ,c-'• 12.3311.87 Ly 12.30 <`I •- i •• a ° '6- 12' Df RETAIN16/ 7 14 TYPE B 5412.70 - _ -(SEE SHEETS 5412.70 18 TYPE C 5412.70 ❑V o 1 & 18) 0 0 ❑V Q (2 RISERS) = 1.2' 1 STM INLET - v N CHASE 18" DIA. OB W/ DOME RA 263 FF 1 - FRONT OF THE GARAGE � It Z I a72G` = FIRE HYDRANT 14 I = WATER METER 1 ® = STORM INLET • • • • • M / SIM INIkgg- 3 \STM 3X (3 RISERS) = 1.9' 12" DIA. DB W/ ME GR G< INLEr-ADO-5 9 BLDG. TYPE B 10 h 2 TYPE B 1238 12" IN LI E DRAIN 5413.13 5413.13 I 124" 12" TEE 15413.13 _ + - 4: - 1 I /V / 12. 2 M 1 18. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE I I 1 CRUSHER A A IF I - 1 FINES It is the contractor's responsibility to contact m 10.00 BW 1 DN49,768-120-R7. BY CTL THOMPSON INC. FOR GRADING AND 9 h20 CHASE a h I < UNCC a minimum of 2 days prior to the start of p O PROPERTY ° x x ! BOUNIDARY I 1 I MAIJR<IOSK O c I I 1 �o°pt�l • o f° 3 CR.• k' Y0A'�'•``y 6661 BIKEACKS\I W .9 2. I III -CS- j I I I BEARINGS SHOWN HEREON ARE B ED UPON THE EAST LINE OF -THE I 2 52 - 1 I j BW WN I 9 51 BW - �•rs/ONAL•E 5' x[K I h 12.36 1277 TW DATED FEBRUARY 1, 2008. ►J 13 TYPE C 5412.70 CHASE 1,86 -� -11.82 12 -11.82 t _11.69 11j,8 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. NO.: F1693798 1' CURB CUT 9.62Z 11.38 HP 0.67 11.02 LP 11 00' R TA: 1+96.38/11.00' R STA: 1+43.00/11.00' R I �y ELEV=5411.55 ELEV=5411.19 PRIVATE DRIVE C W 6" VERTICAL CURB (ASPHALT) Ill��o AND 2' GUTTER @.50% _ -1 17.63 HP _ 2+00 0 o � N 77.73 HP 0.31 11.57 57'0 i I o of R°O Ga Q O V L__J OX U _ N N 0 STM 11 T -ADL -1 - ,c-'• 12.3311.87 Ly 12.30 <`I •- i •• a ° '6- 12' Df 7TYPrEB 7 14 TYPE B 5412.70 15 BLDG. TYPE 8 5412.70 3 TYB 5470 I 5412.70 18 TYPE C 5412.70 ❑V o 1� no ❑Y 0 0 ❑V Q (2 RISERS) = 1.2' 1 .Q% Y 12. r 119 A III A - - 6.933 ME12,00 TW - I ° I MAIN NAN E e ;1 ACCESS AMP 65 4 GUT ° I r10.82u 10.461 TW 8.521 BW I'( IN FEET I i ) 10. 0 11.28 11.11 HP f nch - 10 [L ST 1+21 00/11 00' R 10.85 I EL =5410.73 J I I 10.97 10.96 i 0 f. 1 EX. 5' UTILITY AND X11 39 0, I ---1 DRAINAGE EASEMENT -11.48 REC. NO.:Ft693798 y 4' SAN MH 11.9 (TYP) J _ -r 4' CONC. PA \\ 71,14 (SEE SHEET) \ 11.06 y 1 \ I I 11.34 10.97 11.48 / \\ 11.51 5 � I RE'TAININ WALL / (SEE SHEETS ')!-& 18) / SX SIDEWALK 1 PROPERTY CHASE I BOUNDARY I I I I ROOF DRAIN v ry cN N CONNECTION '• ` - t ttI ^i I _ N N 0 STM 11 T -ADL -1 - ,c-'• 12.3311.87 Ly 12.30 <`I •- i •• a ° '6- 12' Df DB W/ DOME GRATE 7 i1.1LtP- �� 12.46 12.10 122. ¢ CHASE 5472 8 TYPE C TYPE B 5413.13 n O 15413.13 Q Q (2 RISERS) = 1.2' ❑V 119 A III A - - 6.933 ME12,00 TW - I ° I MAIN NAN E e ;1 ACCESS AMP 65 4 GUT ° I r10.82u 10.461 TW 8.521 BW I'( IN FEET I i ) 10. 0 11.28 11.11 HP f nch - 10 [L ST 1+21 00/11 00' R 10.85 I EL =5410.73 J I I 10.97 10.96 i 0 f. 1 EX. 5' UTILITY AND X11 39 0, I ---1 DRAINAGE EASEMENT -11.48 REC. NO.:Ft693798 y 4' SAN MH 11.9 (TYP) J _ -r 4' CONC. PA \\ 71,14 (SEE SHEET) \ 11.06 y 1 \ I I 11.34 10.97 11.48 / \\ 11.51 5 � I RE'TAININ WALL / (SEE SHEETS ')!-& 18) / SX SIDEWALK 1 PROPERTY CHASE I BOUNDARY I I I I ROOF DRAIN v ry cN N CONNECTION '• ` - t ttI INLET -ADL -2 - (TYP) c� 2' DIA. DB W/ D GR - 0 _ N N 0 1233 12.20 GS 12.20 GS Z. -S-4-- 12.35 S 1 .67 FL -" 12.2 5412 X2,3 12.31 1.00 - ,c-'• 12.3311.87 Ly 12.30 <`I •- i •• a ° '6- 12.29 12.23 _s_L = 2.41 12.41 _ 12, 11.93 11.93- 1 12.37 P- 12.3 11.61 FL 1t >� p2.37�7 SIDEWALK A 1 i1.1LtP- �� 12.46 12.10 122. ¢ CHASE 5472 - 12.50 12.63 GS'63 GS 12.50 1' ' 12.3 77 0 2 = GROUND SHOT ,EW � n O 6383.7 SIDEWALKIn Q (2 RISERS) = 1.2' o v N CHASE = FLOW ARROW DIFFERENCE BETWEEN TOP 263 SLOPE OF FOUNDATION AND THE - FRONT OF THE GARAGE Z SLAB TO MAINTAIN LU a ? O N w ALL = FIRE HYDRANT DRIVEWAY MAXIMUM SLOPE ® = WATER METER ay / ® = STORM INLET n • • • • M / SIM INIkgg- 3 = STREET LIGHT 3X (3 RISERS) = 1.9' 12" DIA. DB W/ ME GR = SPILL CURB 4X (4 RISERS) = 2.5' 9 BLDG. TYPE B 10 h 2 TYPE B TYPY B 12 TYPE C 5413.13 5413.13 I 541 .13 15413.13 _ + ❑V � /V / 12. 2 MAY BE PARTIAL RISER. Call 811 or visit ci�iliili com for more information 18. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE I I 1 0 0 A A IF A A '///'/A \ SIDEWALKm \ MATCH LINE (SEE SHEET 16) ® c PRIVATE DRIVE Vill isU ¢ L C m o N m^ a0 o � c¢O � PRIVATE DRIVE ate, Lu -• }§� w ,'dSmB= Q 30 W44THAVE -- _ -- KEYMAP N.T.S. V) W = 0 J Z a 3 J 0 C z W C Q lx 0 W J oa V W 11.15 1.70 11.31 x.05 + 2� Q w W vxi F. I 19J w 0 c O LEGEND \ I \ P0,25 = SPOT ELEVATION O = ROOF DRAIN CONNECTION HP/XLP = HIGH POINT/LOW POINT G > > maim -TW/X SW= TOP WALL/BOTTOM WALL u > oo mo „GS = GROUND SHOT ,EW = EDGE OF WALK O (1 RISER) = 0.6' 6383.7 - ANTICIPATED TOP OF Q (2 RISERS) = 1.2' o FOUNDATION ELEVATION ANTICIPATED INCREMENTAL -► = FLOW ARROW DIFFERENCE BETWEEN TOP 5.07. SLOPE OF FOUNDATION AND THE - FRONT OF THE GARAGE Z SLAB TO MAINTAIN LU a ? O N w ALL = FIRE HYDRANT DRIVEWAY MAXIMUM SLOPE ® = WATER METER AT 105. ® = STORM INLET O (1 RISER) = 0.6' • • • • = POTENTIAL EXPOSED FOUNDATION 2X (2 RISERS) = 1.3' = STREET LIGHT 3X (3 RISERS) = 1.9' ra ra ■ = SPILL CURB 4X (4 RISERS) = 2.5' �V = VISITABLE LOT ANTICIPATED INCREMENTAL 6' VERTICAL CATCH CURB IFFERENCE BE TWE 1.32 QW'._ _ -._ _ _. _ _ _ _, = ADA LANDING LANDING TO BACK SIDEWALK. HIGHEST STEP »> =HANDRAIL REQUIRED MAY BE PARTIAL RISER. V) W = 0 J Z a 3 J 0 C z W C Q lx 0 W J oa V W 11.15 1.70 11.31 x.05 + 2� Q w W vxi F. I 19J w 0 c O 1 I \ I \ 1 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 25 CROSS SLOPE ON ALL WALKS, UNLESS OTHERWISE NOTED. LANDINGS ARE TO MAINTAIN 2% MAXIMUM SLOPE. 19 O 0 ¢ C d a v�om s�mmm� m m mm G > > maim 3. CONTRACTOR TO MAINTAIN A MINIMUM OF 0.55 GRADE AT FLOWLINE u > oo mo Q a q I INTO ALL SUMP INLETS. m WO J O .". o a 0 0 U U o Q U z 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. N W c7 > w D' L- 1 OLU w Z 5. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF LU a ? O N w ALL v EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. C CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. N Knrrwwhaf•s below. 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES BUILDING PLANS FOR W a Z T H tp W f yo s o 0 0 0 BUILDING DETAILS, SUBMITTED BY THE ARCHITECHT. Im o 6' VERTICAL CATCH CURB C211 before you dig. 1.32 QW'._ _ -._ _ _. _ _ _ _, O L) N & GUTTER W/ 2' N ;d,IGer; _I Call 811 or visit ci�iliili com for more information 18. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE ( ) o 0 0 0 11.96 TW TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER - \ SIDEWALKm \ It is the contractor's responsibility to contact m 10.00 BW 1 DN49,768-120-R7. BY CTL THOMPSON INC. FOR GRADING AND h20 CHASE a h I UNCC a minimum of 2 days prior to the start of SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. I ° x x a o Z I 1 I MAIJR<IOSK O c I I r nsi Nli Porthe antler untl fadlities N i 4h' an tW/ �o°pt�l • o f° 3 CR.• k' Y0A'�'•``y �<mr� BIKEACKS\I W GS I \ I \ 9. I I MAIL; KIOSK AND BIKE RACKS TO BE INSTALLED PER LANDSCAPE DETAILS PROVIDED IN APPROVED PLANNED BUILDING GROUP (PBG) PLANS BY DEWBERRY I J3 ENGINEERS INC. To request marking of underground facilities s�mmm� m m mm G > > maim k m Z > w I Kiel 4' o 0 U U 0 0 U U o Q U z I L- 1 Z Knrrwwhaf•s below. s o 0 0 0 �\ C211 before you dig. \ \ \ 12.23 12.43 I a 9.02 BW 12.65 rTW - Call 811 or visit ci�iliili com for more information o 0 0 0 0 - \ SIDEWALKm \ It is the contractor's responsibility to contact m m h20 CHASE a h I UNCC a minimum of 2 days prior to the start of I ° constru rations. De 3 Eng n c c ams no alanmm�ueluN REC/y ° 5.22 I MAIJR<IOSK O c I r nsi Nli Porthe antler untl fadlities N i 4h' an tW/ �o°pt�l • o f° 3 CR.• k' Y0A'�'•``y BIKEACKS\I 72.32 72.53 BASIS OF BEARINGS: i 4 3 773 -CS- (6" CON PAD)I BEARINGS SHOWN HEREON ARE B ED UPON THE EAST LINE OF -THE 1. 08r 1 ' N j BW WN I 9 51 BW NORTHEAST QUARTER OF SECTIO 20`` TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M., WHICH BEARS N 0-3T(Iii'k ErK ytt Q6 MONUMENTS SHOWN HEREON PER THE CITY 0 WHEAT RIDGE'S COORDINATE SYSTEM �•rs/ONAL•E 5' x[K I h 12.36 1277 TW DATED FEBRUARY 1, 2008. 1.88 4..._..------ _.� SITE BENCHMARK: lluildln0 DIV'sc;ri 7 y m m I 177.76n.92 BENCH MARK "F 412" d LOCATED AT THE INTERSECTION OF KIPUNG ET AND WEST 32ND AVENUE, AT THE NORTHWEST CORNER OF THE AVENUE, 50.5 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE STREET, 50.5 o L!) E . I- Om ; U o` S, m S, m u a E -- FEET NORTHWEST OF A FENCE, AND 3.3 FEET SOUTHEAST OF THE Z m m m i SOUTHWEST LEG OF A PARK SIGN. u 0 a Lr) m i a u W C) m ELEVATION = 5562.74 FEET (NAVD 1988) i o u IN 011 � 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. 12. 9-1 ®10.2 0.13 - I I � 2.52 - - - I,- , 4 BWI TW 6" VERTICAL CATCH CURB 11.71 ._ _. - - "_ - _ - -0 12.38 S 1 1 tjE 0 W> w LU C to m o a IAX. I i I I 1 I . 4, 6.52 1 I I .75 P 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES BUILDING PLANS FOR I � 11.41 11.3 / 1R 31'. ITION TOO" o t FU' EI HT C RB 1 ^ II Call before you dig. + 11 j -1708590.47 5410 264 11.6 11.45 CRUSHER $ -- - - 10.f4* ME j FINES 1 1 .12 1111 25 FL - ME=8.92* 112 11.29 S 61A. IN 3 Z I 18" DB W/ DOM IG 112 1 �<1 6"1VERTIC L 11k R 112 o GURCATCH W/ 2' (1. ANB 11 4: 11.45 11.62 1 I INSTALL 285* SF STAMPED CONCRETE BAND rz;=; 11.64 INTERCHANGE ROW 3' A I ON 0 d REC. NO.: 2013107345 ULL H I� H CU 38 1 W 44TH AVE I I BENCH MARK "F 412" 10' STM INLET -ADO -6 I I 9.57 LP __ _ _ 12" INLINE DRAIN O I I vi� 24" z 12" TEE CO r -• III II L�®J OF THE CENTERUNE OF THE NORTH BOUND LANES OF THE STREET, 50.5 STM MH -9 m '• m 1 E 5 DIA MH I TI O I I Z m 1 i I 2.38 L 1 1 .f7 4 B Y 12.99 12.38 BW 1 12. I 13.05 TW I I 9.6 1 4X 13 1 jI `Sat01 9.62 12.88 a 12.99 II 10.471 W d--.- 12.94 TYPE C II 5' 1 ❑v 4.1 WALK STM INLET�LADD_7 X - 12" INLIIVA DRAIN � 24 x1l�12" TEE PRCIPERTY I 17r3 BOUNDARY II - - 133y (SEE SHEET 15) MATCH LINE jil W/ RACKS I (6" CON PAO)"I --- ----- 44 - l - I ® // dp t2 I t2W I / p 1 ' ~ 1 0 1 �RJ J +- 11. 6 _ 1231-11.9 1 1. 9 Q y a I ry N CIA 1 N d 'Pi ° e 1.83 C 2 9 0. a I \2.2 12.28 12.27 '12.16 I w I PRIVATE DRIVE TYR SECTION) 1 15 5411 4^5• a 2.i �I 2' CONC. PAN (ASPHALT) 5 (SEE SHEET 27) 12;1 11.90 - �� I 12.45 2+00 11.96 X72.06 12.16 11. i6 fo / 1+00 12.07 F 1 12"'1 12.12 1, a --� �3 11.9 12. 12.115 '�t 1218- 1.91 HP 12.46 HP 5410- 4 5412 �' 4' SAN MH 12.26 12.28-112.27 12.22 t.88 (TYP) IJ 1.82 N2 11.70 2-4 5�9 12.25 in. u7i _ N II 12.6 2X SIDEWALK CHASE 11.0 r 11.54 2 0 2 3 BLDG. 4 5 6 11.42 TYPE B TYPE B 1 TYPE B TYPE B TYPE C 5413.13 5413.13 5413.13 5413.13 5413.13 ❑v sats r 11-4 10.13 BW 9.51 BW 12.36 TW 12.77 TW 1.88IF-V(-^A6, --------- I I face - fo ft. I h I I I I I I I I I .21 T'w II I I I I I I I I 1 I I I RETAINING WALL I (SEE SHEETS 17 !x 18) I I I I I I I I I I I I I I I I I I / 'BOUNDARY 6" INLIN;EA4INC,04- tt O 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. STM _ g L72. GS6" INLINE DRA O.) -- (C. _ _ R00F DRAIN __ 40 N . 9 _ ®10.2 0.13 - 10 . 10-11- 10.03-_ - - _ = �s412 LU CD z 8" DIA. 6B W/ p I LET- A , 4 BWI TW 6" VERTICAL CATCH CURB 11.71 ._ _. - - "_ - _ - -0 12.38 S 1 1 tjE 0 W> w LU C to m o a f 1 1 1 I . 4, 6.52 11 1 HP - --- - -- -- - -- --- - - - - 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES BUILDING PLANS FOR IW- IDW m a 11.41 11.3 10.5 10.47 10.55 10.85 10. 10.47_ 10.76 10JE (7 U 6 847 _ - _ - - _ 10.19 1 110.15 d N� Call before you dig. 51(1 MH 10.09 O -1708590.47 5410 -�---_ --tom- _- 4\ $ -- - - 10.f4* ME j 1 1_7 1• 1 11 1 a W LK 1 - ME=8.92* SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. PERMANENT EASEMENT NO. PE -208 n e m Z -$.341 ME REC. NO.: 200630558 �<1 " ` w N=1708590.37- DETAILS PROVIDED IN APPROVED PLANNED BUILDING GROUP (PBG) pan set II I J - -E=3104146:79 a F INSTALL 285* SF STAMPED CONCRETE BAND rz;=; ME=9.17* INTERCHANGE ROW G G k (MATCH EXIST COLOR AND PATTERN) REC. NO.: 2013107345 m co W 44TH AVE SITE BENCHMARK: BENCH MARK "F 412" 10' UTILITY AND DRAINAGE EASEMENT EX. 36" CMP __ _ _ REC. N0.: F1693798 O I I c EX, 15" SAN CO r -• III II L�®J OF THE CENTERUNE OF THE NORTH BOUND LANES OF THE STREET, 50.5 STM MH -9 m '• m m m E 5 DIA MH I TI O mcr� 11-4 10.13 BW 9.51 BW 12.36 TW 12.77 TW 1.88IF-V(-^A6, --------- I I face - fo ft. I h I I I I I I I I I .21 T'w II I I I I I I I I 1 I I I RETAINING WALL I (SEE SHEETS 17 !x 18) I I I I I I I I I I I I I I I I I I / 'BOUNDARY 6" INLIN;EA4INC,04- tt O GRADING NOTES: 1. ALL SPOT ELEVATIONS AT CURB ARE AT FLOWLINE, UNLESS OTHERWISE NOTED. 2. EDGE OF WALK ELEVATION ARE TO THE HIGH SIDE OF THE WALK. MAXIMUM GRADE IS 2% CROSS SLOPE ON ALL WALKS, UNLESS OTHERWISE NOTED. LANDINGS ARE TO MAINTAIN 2% MAXIMUM SLOPE. STM _ g L72. GS6" INLINE DRA O.) -- (C. _ _ R00F DRAIN __ 40 N . 9 _ ®10.2 0.13 - 10 . 10-11- 10.03-_ - - _ = a 9.6612.4612.56.2412.38 .17 -- 5409 8.75 I 8.48 LU CD z INTO ALL SUMP W J > J g BWI TW 6" VERTICAL CATCH CURB 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. ..° 7 h GUTTER W/ 2' PAN 1 11 118.B74ir!4- 0 W> w LU C to m o a (TYP.) ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. C . 4, 6.52 CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. - --- - -- -- - -- --- - - - - 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES BUILDING PLANS FOR IW- IDW m _ a w (7 U 6 847 ^o o c G Call before you dig. [n TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER -1708590.47 7 - 8.241 ME F -- E=3104174.43 for more information _.. _.. - ME=8.92* SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. PERMANENT EASEMENT NO. PE -208 n e m Z -$.341 ME REC. NO.: 200630558 �<1 " Z w depicted in this DETAILS PROVIDED IN APPROVED PLANNED BUILDING GROUP (PBG) pan set II I J a a a F INSTALL 285* SF STAMPED CONCRETE BAND rz;=; PLANS BY DEWBERRY J3 ENGINEERS INC. G G k (MATCH EXIST COLOR AND PATTERN) 7 m co W 44TH AVE SITE BENCHMARK: BENCH MARK "F 412" I I EX. 36" CMP LOCATED AT THE INTERSECTION OF KIPLING STREET AND WEST 32ND m toe` O I I c EX, 15" SAN CO r -• III II L�®J I PRIVATE DRIVE C C7 � a w E SOCao c lPRIVATE B nm LU d �J-S^gz W N m�m�E =„m q - _ - BI---...._....__.........._.... ....._--- - KRVMAp N W = d) J Z a J � 0 C z_ z W � V H fes. J C z W W 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'N`awy U w 3 TOINLETSAIN A MINIMUM OF 0.5% GRADE AT FLOWUNE LU CD z INTO ALL SUMP W J > J g BWI TW 6" VERTICAL CATCH CURB 4. ALL INLETS ARE IN SUMP CONDITION, UNLESS OTHERWISE NOTED. O C. m z N W 3 y h GUTTER W/ 2' PAN 5. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF 0 W> w LU C to m o a (TYP.) ALL EXISTING CURB AND GUTTER, SIDEWALK AND DRIVE RAMP. C CONNECTIONS AND NOTIFY ENGINEER OF ANY DISCREPANCY. - --- - -- -- - -- --- - - - - 7. SEE APPROVED RIVERSIDE TERRACE TOWNHOMES BUILDING PLANS FOR IW- IDW m BUILDING DETAILS, SUBMITTED BY THE ARCHITECHT. w (7 U 8. REFER TO SOILS AND FOUNDATION INVESTIGATION FOR RIVERSIDE o ^o ^o o c G Call before you dig. [n TERRACE TOWNHOMES, JANUARY 8, 2019. PROJECT NUMBER n 7 C.11 8110r_ricall811.com F -- DN49,768-120-R1. BY CTL THOMPSON INC. FOR GRADING AND for more information 3 - --- -- - --- -- -- - SUBSURFACE RECOMMENDATIONS AROUND THE BUILDINGS. It is n ra o nsibiliry to contact n e m Z -$.341 ME 9. MAIL; KIOSK AND BIKE RACKS TO BE INSTALLED PER LANDSCAPE �<1 " Z w depicted in this DETAILS PROVIDED IN APPROVED PLANNED BUILDING GROUP (PBG) pan set < a a a F NORTHEAST QUARTER OF SECTI 20. TOWNSHIP 3 SOUTH, R GE 69 rz;=; PLANS BY DEWBERRY J3 ENGINEERS INC. G G k G r 7 _-_ - - '- -- - To request marMng of underground facilities o'N`awy -7.81* ME U U U U U Q 1 Z i w Know what's below. o o ^o ^o o c G Call before you dig. d n 7 C.11 8110r_ricall811.com for more information 3 Q It is n ra o nsibiliry to contact n e m n^ z - C a minimum _ 2 prior to the start ofconsQQ��[[ati. �oons 'ms \ awwnnuerr� REC7J°. Dewbeytleers Inc. no responsiNlhy for the undergrou facilities ; c\`p depicted in this pan set r •• `3 BASIS OF BEARINGS: ��.�.�}} p ��{{��77�� BEARINGS SHOWN HEREON ARE ASEb"tIPOR�iNE•2�5t:�HE THE 773 F NORTHEAST QUARTER OF SECTI 20. TOWNSHIP 3 SOUTH, R GE 69 d t SSS/ONAL.. WEST. 6TH P.M., WHICH BEARS 0'31'287W BETWEEN FOUND kf0NUMENTS SHOWN HEREON PER THE CITY 0 d70a- SYSTEM DATED FEBRUARY 1, 2008. m co SITE BENCHMARK: BENCH MARK "F 412" m U LOCATED AT THE INTERSECTION OF KIPLING STREET AND WEST 32ND m toe` O c AVENUE, AT THE NORTHWEST CORNER OF THE AVENUE, 50.5 FEET EAST CO r -• a OF THE CENTERUNE OF THE NORTH BOUND LANES OF THE STREET, 50.5 _ C, m '• m m m E FEET NORTHWEST OF A FENCE, AND 3.3 FEET SOUTHEAST OF THE SOUTHWEST LEG OF A PARK SIGN. TI O mcr� y u W Z m O LC) 0 O e D L ELEVATION = 5562.74 FEET (NAVD 1988) 6 O v w as I qol-137 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 constri documents. This report is based on the limited accessibility of the elements and components c structure at the time of the observation. This report is based on accepted general I and is limited to the data available to our office. We make no warranty either exp or implied. Not all items are visible material, sheathing or covered by other const material. Any modifications to structural members made by HVAC or plumbing i be verified by the contractor performing the work and are not reviewed as part of observation. No invasive testing or inspections were performed. MNA, Inc. does accept responsibility for hidden structural deficiencies not evident during an inve of this type. Should you have any questions or concerns, please call us at 303-377-6601. Sincerely, MNA, Inc. Darko Labudovic Structural Project Manager Reviewed by: Naim G. Nassar, P.EJS.E. President/CEO October 15, 2019 6143 South Willow Drive Ste. 300 Greenwood Village, CO 80111 4521 E. Virginia Ave. Suite 200 RE: Riverside Terrace, Building 3 Denver, CO 80246 11693 W 4P Place, Lot 13, 11691 W. `" Place, Lot 14, 45 T: 303.377.6601 1689 W 45`h ace, t F: 303.377.6656 www.mnaengineering.com ' 1707 W. 45`h Place, , 11685 W 45`" Place, Lot 17, 11683 W 45`" Place, Lot 18, as I qol-137 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 constri documents. This report is based on the limited accessibility of the elements and components c structure at the time of the observation. This report is based on accepted general I and is limited to the data available to our office. We make no warranty either exp or implied. Not all items are visible material, sheathing or covered by other const material. Any modifications to structural members made by HVAC or plumbing i be verified by the contractor performing the work and are not reviewed as part of observation. No invasive testing or inspections were performed. MNA, Inc. does accept responsibility for hidden structural deficiencies not evident during an inve of this type. Should you have any questions or concerns, please call us at 303-377-6601. Sincerely, MNA, Inc. Darko Labudovic Structural Project Manager Reviewed by: Naim G. Nassar, P.EJS.E. President/CEO o*416e ower ECONOMIC ENERGY EERCIENCY May 13, 2020 11689 W 451h PI Wheatridge, CO Re: Duct leakage test 11689 W 45th PI To whom it may concern: E3 Power performed a Duct leakage test on the above-mentioned building May 13th, 2020 at 11:00 am. The duct leakage was 56 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, �ndyildenberg (e3 power) 303-520-5152 Building Analyst (BPI) /HERS Rater / CEA / CEM g Digitally signed by Andrew Andrew Wildenber Date: 2020.05.13 13:47:30 -06'00' 303.292.1233 720.207.0946 e3powor.oel, RHICE FIN WEB