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Home My WebLink About7810 W 43rd Circle (Yarrow Gardens, Building 3)CERTIFICATE OF OCCUPANCY Permit #: 201902436 � �� Wh6atpsig COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Stipulations: Yarrow Gardens -New single family townhonme - 2,242 sq ft total Date: 07/15/2020 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: TH YARROW GARDENS LLC ADDRESS: 1875 Lawrence St Suite 900, Denver, CO 80202 CONTRACTOR/ADDRESS: GENE W. MYERS 1875 Lawrence St #900, Denver, CO 80202 PROPERTY ADDRESS: 7810 W 43rd Cir, Wheat Ridge, CO 80033 PARCEL #: 39-233-00-005 ZONING: MU -N 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: Yes SwflWiWU a4JnO6'MSMJW8'mmm Je aww weal ii45n rrota eszezeeat ,u adwlo'f3 6wsn paluud sem, ejea4lpao slid aoueuuopad kMJ JapaU ro lualenrnbarago IN 'taylp Aew awoU JnoA w1 sanien lenlae ayj ajeaywaa slid uo peiuesajd sar.len e41 pa xe w jeaw of wpuajuj we las eyj ugj!m awoy tpea w pww; svnw q A2iarA9+au3 ayl'saseo yens ul 6u4sal pve suagaausul angewasaJdw w;savoy;u las a wog paloalas a'aw q o say Alwopum si awoy ouo Agwo 'lmelwd 6u4dwes a 6umn 2JV18 A969N3 p41 wea of paiypao eq Aew savoy Itl -w.wys si amen lueulwupwd a41'(slenal uuggnsw w AJUem,_4o rewpuw. 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C m DO a) 3 m m ::o N- !D fL O a to m 0 v i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: g ? Job Address: _7!R� //Q L✓ e-1.3 4 Permit Number: 71?/ C7 e!�73 411 C " /c.;, /' 0,w C5) k— it r o i$ ❑ No one available for inspection: Time / `�i� AMIMP Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci, wheatridge. co. uslinspection Date: %/% zoo Inspector: DO NOT REMOVE THIS NOTICE s CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: P/47/ Job Address: SYS 6,1,1� Permit Number: Z ey 2t:? 'Do zeg S ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: /L%/�o Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 4&7 /'fr Job Address: -7 V(fl) Ci.-/, 4/?'� r" ' s - Permit Number: r zU C✓61 205- f�.1.n IC- /".'t�:> t>Ll_�' /%"Na%G✓'� �LG.% >fi'er/.iC�✓-rd_r�. i ❑ No one available for inspection: Time - (AM/FSM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: h ttp://www. ci. whea tridge. co. uslins pection Date: �7-r3- Z"Cj Inspector: DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: lxl--r> IE /Z-/ Job Address: 7610 4./ ev_7�cllf Permit Number: Z01 S LJ No one available for inspection: Time t Re -Inspection required:5 No When corrections have been made, schedule for re -inspection online at: hffp;llwww. ci. wheatridge. co. u-slinspection Date: 7//o/,7jV�Anspector: R 151�� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 174 F1 �p Job Address: % SMO moi' Permit Number: aC7/2 6�7 Z, r ❑ No one available for inspection: Time ' MTm Re -Inspection required: Yes C When corrections have been made, sc dule for re -inspection online at: httpYAvww. ci. wheatridge.co. usVinspection Date: 7- f`Zo2V 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:,,] t ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been madf, sc d /eor ection online at: 4 hftp✓/www. ci. wheatridge. co. usrinspectio r Datw. b � zz)Inspec , r. �- ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been madf, sc d /eor ection online at: 4 hftp✓/www. ci. wheatridge. co. usrinspectio r Datw. b � zz)Inspec , r. �- 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: TimJT�_AM/PM Re -Inspection required: Yes No When corrections have been http✓/www, ci, wheatridge. co. u Da Z for re -inspection online at: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:p—apy C=jlz Permit Number: ;5 j � ❑ No one available for inspection: Ti i;M Re -Inspection required: Yes 00,11 When corrections have been made, s heje7or e-ins�saect� a -o line at: httpYlwww.ci.wheatridge.co.uslinspec 'on `'� i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: IR 6) i Job Address: % 9/0 Z --l/ d�-3 C//�> Permit Number: 0 / '? 6'7 Z %2 ❑ No one available for inspection: Time A PIVD Re -Inspection required: YesrN When corrections have been made schedule for re -inspection online at: http.l www. ci. wheatridge. co. us4nspection Date: K17 Yhv.?o Inspector: DO NOT REMOVE THIS NOTICE 3011ON SIH137nv W,3hl ION 00 °- aadsuj(� c� eQ oadsuysn-oo-a6p!a;eac/nn-!0'A4Mmll.dpy :je mgluo uoi;oadsui-ar ao{ a/npayos `apeui uaaq aneq suoi;oaaaoo ua4M.. ;-60N.,, sqA :paainbaa uoijoadsuj-aa Wd/W`d'' � quail :uoiloodsui aol ajgej!BAB quo ON r t ;� 33IION N01133dSNI 831;;0 S58Z-s£Z (£0£) uoisinia uoil3odsul Buiplin8 30ald ld3HM =10 A113 :aagwnN Iivaaad :ssaippd qor :adRL uoiloadsul CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 7 ^4 -YA', X Job Address: -717/0 -t Permit Number: 7c It 4f:,z 3C 7 <,/-,- IJ No one available for inspection: Time - 6M/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection, online at: httpzllwww. ci. wheatridge. co. uslinspection, Inspector: 4. DO NOT REMOVE "THIS NOTICE 7 7, i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ( �"` Job Address: 7 f* ( /s� Permit Number: ❑ 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.uslinspec, o i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type D �-�- —�--� Job Address• Permit Number: 1-1No one available for inspection: Time No Re -Inspection required:(Yes No When corrections have been mad ed e -inspection online at. http✓/www.ci.wheatridge.co.uslins ectioh Da - Zffis ector- CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: S?�.. r� S z7r,4/ Z Job Address: 7s<ff 4,r. -23,22 Permit Number: ?r..1-1 /--/z v/ 3l 61 ❑ No one available for inspection: Time A M Re -Inspection required: YesNo% When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. uslinspection Date: �_ Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:j fry Job Address: r;R, `' : ` frl Permit Number: V36 r'eJTjir,� •✓.til S ;'C'4ti-.� � �=C:i.:f�'„ G��,, 4--� , ❑ No one available for inspection: Time ll:qx� AMPM f_. Re -Inspection required: 'Yes; No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. us/inspection Date: ' `' « Inspector: ` DO NOT REMOVE THIS NOTICE —�- PO .'. rok.. May 4, 2020 TH Yarrow Gardens LLC 1875 Lawrence Street, Suite # 900 Denver, CO 80202 Re: Exterior Shear and Hold Down Letter Yarrow Gardens Townhomes 7810, 7814, 7818, 7822, 7826 W. 43rd Wheat Ridge, CO 80033 On April 8, 2020 EVstudio was requested to observe the installation of exterior shear walls, hold downs and verify moment frame weld connections at the above addresses. Our representative was able to verify the exterior shear, hold downs and modified moment frame connection were installed correctly and in the proper locations per the structural drawings prepared by EVstudio. This letter does not include framing or interior shear, which was inspected at a later date or gypsum, and firewalls which are to be inspected by the city. Please feel free to contact our office with any questions or concerns. Sincerely, I Dominic Chapman Field Inspector Sincerely, Ross Maxwell, PE Assistant Director of Structural Engineering 5335 W 48"' Ave. Suite 300 303.670.7242 ph design@evstudio.com Denver, CO 80212 303.679.1862 fax www.evstudio.com i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 12t• Job Address: 70'/0 Permit Number: ❑ No one available for inspection: Time J • 3C,,; A P Re -Inspection required: Yes l3 When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: Inspector: A DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 13 Job Address: mss`/0 JvV. <_21 ' Permit Number:,c G�r� r_.t� 2c - wrl ❑ No one available for inspection: Time 7' Re -Inspection required: Yes ( 7N When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date: ,l _ Inspector: DO NOT REMOVE THIS NOTICE May 1, 2020 TH Yarrow Gardens LLC 1875 Lawrence Street, Suite # 900 Denver, CO 80202 Re: Framing Observation Yarrow Gardens Townhomes 7810, 7814, 7818, 7822, 7826 West 43rd Circle Wheat Ridge, CO 80033 As requested, EVstudio was present at the above referenced address on April 29, 2020 to inspect the framing and construction of the building. All plywood/OSB shear wall nailing and sheathing were previously inspected by the city. It is our professional opinion that all framing was constructed and placed in substantial compliance to the plans and specifications prepared by this office for this address and will support the anticipated loading conditions. If you have any questions, please feel free to contact our office. Sincerely, i Dominic Chapman Field Inspector Sincerely, Ross Maxwell, PE Asst. Director of Structural Engineering 5335 W. 4WD' Ave. Suite 300 303.670.7242 ph Denver, CO 80212 303.679.1862 fax design@evstudio.com www.evstudio.com May 1, 2020 TH Yarrow Gardens LLC 1875 Lawrence Street, Suite # 900 Denver, CO 80202 Re: Exterior Shear and Hold Down Letter Yarrow Gardens Townhomes 7810, 7814, 7818, 7822, 7826 W. 43rd Wheat Ridge, CO 80033 On April 3, 2020 EVstudio was requested to observe the installation of exterior shear walls and hold downs at the above addresses. Our representative was able to verify the exterior shear and hold downs were installed in the proper locations per the structural drawings prepared by EVstudio. This letter does not include framing or interior shear, which was inspected at a later date or gypsum, and firewalls which are to be inspected by the city. Please feel free to contact our office with any questions or concerns. Sincerely, i Dominic Chapman Field Inspector Sincerely, X00 Lie? .� 46537 Ali' Ross Maxwell, PE Assistant Director of Structural Engineering 5335 W 481' Ave. Suite 300 303.670.7242 ph design@evstudio.com Denver, CO 80212 303.679.1862 fax www.evstudio.com r=, -elver fit• ?C" q GZ `}37 S --Y—?a kn,. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: —313 Job Address: '7 1s /L' L,v, S cTi2, Permit Number: 2U2 c- C4c1 2 S ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: -4; `~ Inspector: DO NOT REMOVE THIS NOTICE 1 VTY OF WHEAT ]RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: "41,-zj V �' =�fir' Permit Number: <rfG/ c''"2 �' sG /25V • � .n1-r.•� L/�f � fc,� GriE.�� 2: � Fes. ------------- ❑ No one available for inspection: Time II ; A PM Re -Inspection required: (Y: ) No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co, uslinspection Date: 7 - / - <y Inspector: A� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 313 I"R l– Job Address: -7!R/& :Z -T "-' Cr y Permit Number: ?C.,Z0 CIC, ?0:!S ❑ No one available for inspection: Time _ Awpm Re -Inspection required:(Yes; No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. ushinspection Date:'- Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE. Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: r'9 _-�U/ F 'f Job Address: _7'510 tit/. 5'3 Ria «� Permit Number: C-12 2-? y1-7 J . ... ...... - y- <�) �- A �-O-w r,* ah z � LZ4 ❑ No one available for inspection: Time '7:/S_�PM Re -Inspection required: Yes No *When corrections have been made, schedule for re -inspection online at: http://www. cL wheatridge. co. us/inspection Date: �`'- 7U` Inspector: DO NOT REMOVE THIS NOTICE } CITY OF WHEAT RIDGE, Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: y3-121_3` fry Permit Number: 7<�'l el C- A/n. d� ❑ No one available for inspection: Time r ;', '_ AM4PM; Re -Inspection required: YesNo When corrections have been made, schedule for re -inspection online at: httpYAvww. ci. wheatridge. co. uslinspection Date: S' �t- Inspector: /V'. DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 7' (A .2 C� Permit Number: ❑ No one available for inspection: Time(t AM/PM Re -Inspection required: Yes No When corrections have been made, sche le for re -inspection online at: http;twww.ci.wheatridge.co.uslinspectio► ` Date L, 2Q�41ns i CITY OF WHEAT RIDGE Building Inspection Division (/ (303)2 35-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: E G ❑ No one available for inspection: Tim A AM/PM Re -Inspection required: Yes (No When corrections have been made, s le for re -inspection online at: http://www.ci.wheatridge.co.ushnspe k i Date;- I. 2o*spe i or. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: j• Job Address: --&1a1__ Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required:{: Yes ;_-No When corrections have been made, schg le for re -inspection online at: http;l www.ci.wheatridge.co.uslinspectio� I9MUMOA 41 V, CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type - ,6 /222 Job Address: c--/-/2 Permit Number: Ll No one available for inspection: Time AY)PM Re -inspection required:j� Ye No /,Mr �_Z_ When corrections have been made, schedule for re -inspection online at: httpYlwww.cLwheatridge.co. usVinspection Date:-'-/ - 1-7- inspector: /�� DO NOT REMOVE THIS NOTICE 1 A 4' CITY'01= WHEAT RIDGE . Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -3 Job Address: 7K/62 Permit Number: ZUI,Y U2 y -7 1')C -r RL' ❑ No one available for inspection: Time '�� ' I M/M Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: h ttp://www. ci. wheatridge. co, uslinspection Date: 4�,- ;:/. { Inspector: % DO NOT REMOVE THIS NOTICE 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 313 /2 31G SG / �SLnA 61, Job Address: -7q/0 1,C/ Permit Number: <t/0 C-,7 I.J No one available for inspection: Time AM)PM Re -Inspection required:Les) No When corrections have been made, schedule for re -inspection online at: http://Www.ci.wheatridge.co.uslinspection Date: `/- �U-?&- Inspector: . X,' /_'. , 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:C- ❑ No one available for inspection: Time /1: GS AM PM Re -Inspection required: Yes (No' When corrections have been made, schedule for re -inspection online at: httpYlwww. ci. wheatridge.co. uslinspection Date: �' `l" Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: JobAddress: Permit Number: v/q' G �' 3K_ ❑ No one available for inspection: Time >C:- A /P Re -Inspection required: Yes No ) When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: T�" �` Inspector: DO NOT REMOVE THIS NOTICE ,�,I City Of A(f9 Y V heat 1d] COMMONITY l�fvr.LOPMI NTge FOR OFFICE USE ONLY Approved by: a" I" "JA6�n- IInspector Date City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Commercial and Multi -Family Developments This form must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This form must be accompanied by a Construction Control Plan following the procedure found on the reverse side of this form. DATE: I -,? — ZG PERMIT# 201902436, 02437, 02438, 02439, 02440 ADDRESS: 79 l0 — 76 ZC 4/ �3 `- LOT I -S_ , BLOCK, YARROW GARDENS F3 SUBDIVISION SURVEYOR: I hereby certify that the elevations and distances shown on the attached sheets and as stated below for the recently formed or constructed structural foundation for the above property have been measured by me or directly under my supervision. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: _ 3 • REAR: _ '/- 66 / SIDE: 3. Lf SIDE: E The foundation corner ELEVATIONS (NAVD88) have been determined to be: FRONT: _ REAR: SIDE:_ SIDE: 4c,rS 33% y4-21= Lo7� s,2 �� All measurements have been determined on the following location: (Check only one): )(XX Top of proposed foundation wall prior to placement of concrete Top of foundation wall subsequent to placement of concrete The setback and elevation measurements are included on the attached Construction Control Plan. Signed Professional Surveyor Print Chris Madrid Date "- Nv%vw.ci.whea trid ge. co. us V� �,rFt15 M,9p S� 38299 Rev 11/2018 EXISTING ETY" ;LINETYPES MINOR INTERVAL) —5280— — — 5280 MAJOR CONTOUR (5' INTERVAL) PROPERTY BOUNDARY PROPOSED SYMBOLS FLOW DIRECTION EEE= FINISHED FLOOR ELEVATION 22.60 SPOT ELEVATION CONSTRUCTION CONTROL PLAN LWEND AB = AS -BUILT FL = FLOWLINE BOW = BOTTOM OF WALL TOW = TOP OF WALL TOR = TOP OF ADA RAMP BOR = BOTTOM OF ADA RAMP C 0 CONSTRUCTION CONTROL PLAN YARROW GARDENS SUBDIVISION LOCATED IN SOUTHWEST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6th PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 44TH AVENUE SHEET TITLE NUMBER CP01 COVERSHEET CP02 OVERALL CONSTRUCTION CONTROL PLAN CP03 DETAIL CONTROL SHEET CP04 DETAIL CONTROL SHEET CP05 DETAIL CONTROL SHEET CP06 DETAIL CONTROL SHEET CP07 DETAIL CONTROL SHEET CPO8 rW LocnnONN Ci W 3 Gl Z < c41 LLA 2r J m J 15' m J N Ln C3 W 42ND AVENUEc 3 N VICINITY MAP 1" = 500' BLOCK 2, LOTS 1-5 BLOCK 5, LOTS 1-4 BLOCK 5, LOTS 15-18 BLOCK 2, LOT 6 BLOCK 2, LOT 7 BLOCK 2, LOT 8 BLOCK 2, LOT 9a BLOCK 2, LOT 10a BLOCK 2, LOT 11a DATED: 01/03/2020 DATED: 02/25/2020 DATED: 04/09/2020 DATED: 03/30/2020 DATED: 03/30/2020 DATED: 03/30/2020 DATED: 03/30/2020 DATED: 03/30/2020 DATED: 03/30/2020 I HEREBY ACKNOWLEDGE THAT THE 'DESIGN' FINISHED FLOOR BUILDING ELEVATIONS AND SETBACK DISTANCES SHOWN ON THIS PLAN ARE CONSISTENT WITH THE BUILDING PLANS AS DESIGNED BY ME OR UNDER MY DIRECT SUPERVISION. B & J SURVEYING, INC. 1:I, c Ip71:110 j I HEREBY ACKNOWLEDGE THAT THE 'DESIGN' ELEVATIONS SHOWN ON THIS PLAN ARE CONSISTENT WITH THE CIVIL CONSTRUCTION PLANS AS DESIGNED BY ME OR UNDER MY DIRECT SUPERVISION. BASELINE ENGINEERING CORPORATION Sheet List Table SHEET SHEET TITLE NUMBER CP01 COVERSHEET CP02 OVERALL CONSTRUCTION CONTROL PLAN CP03 DETAIL CONTROL SHEET CP04 DETAIL CONTROL SHEET CP05 DETAIL CONTROL SHEET CP06 DETAIL CONTROL SHEET CP07 DETAIL CONTROL SHEET CPO8 DETAIL CONTROL SHEET I HEREBY CERTIFY THAT THE AS -BUILT ('AB') ELEVATIONS AND DISTANCES FOR THE SUBJECT PROPERTY AS DEPICTED HEREIN HAVE BEEN MEASURED BY ME OR DIRECTLY UNDER MY SUPERVISION. MATRIX DESIGN GROUP DATE(S) OF FIELD WORK: 08/19/2019 07/17/2019 06/20/2019 W Z J W Q occ 0 �o room Know what's below. Cell before you dig. 0 w V) C11- -.1 J O 0 110M'.II;13 CITY OF WHEAT RIDGE POINT NO. 15709, BEING A 3 -1/4 - BRASS CAP, PUBLISHED ELEVATION = 5447.48 FT. -2-. r;-�-.i MR& SUBMITTAL 01/18/19 ORAWO SIZE 24" X 36" SURVEY FM SURVEY DAZE BASELINE 08/01/17 JOB NO. co3285a ORAWO NAME 3285a Construction Control Plan.dwg SHEET 1 OF 8 CpM N is W Gl Z < c41 LLA 2r J c41 J J J 15' m J N Ln C3 room Know what's below. Cell before you dig. 0 w V) C11- -.1 J O 0 110M'.II;13 CITY OF WHEAT RIDGE POINT NO. 15709, BEING A 3 -1/4 - BRASS CAP, PUBLISHED ELEVATION = 5447.48 FT. -2-. r;-�-.i MR& SUBMITTAL 01/18/19 ORAWO SIZE 24" X 36" SURVEY FM SURVEY DAZE BASELINE 08/01/17 JOB NO. co3285a ORAWO NAME 3285a Construction Control Plan.dwg SHEET 1 OF 8 CpM c LEGS W " EXISTING LINETYPES PROPOSED LINETYPES � U - - - 81 - - 81 MINOR CONTOUR (1' INTERVAL) z cm `" o q� -5280- — — 5280 MAJOR CONTOUR (5' INTERVAL) o y C3 �B PROPERTY BOUNDARY a o PROPOSED W U SYMBOLSc FLOW DIRECTION ❑ FINISHED FLOOR ELEVATION L o LL w Q ¢ i L �SPOT ELEVATION o � Lo 0 CONSTRUCTION CONTROL PLAN MEND AB = AS -BUILT FL = FLOWLINE BOW = BOTTOM OF WALL J Q J TOW = TOP OF WALL Q TOR = TOP OF ADA RAMP $ BOR = BOTTOM OF ADA RAMP 3 Q I r\ N n t\O N a TRACT A RAW 04 10 — — — — iRAcr� — v z z z I g >$ � I z I N A B e— I 17 16 15 1 14 1 11331 12 I I I I I OI I I I I 0 \ LIJ c N 11 10 9 8 7 6 I 5 1 4 I 3 I 2 1 1 I I Q, 7 O I153 m Ln -- eYW}i390 6 Q '� ' J J J J - - g TRACT C I QI room rr g 1®3 O3 10 g 3� 4 303 �1 3 17 14 o f 11 8 < 5 2 2 ® Know what's below. 4 -- -- < -- -- +� -- - a Call before you dig. z -- 18 � i j 13 12 I I 7 6 O W 3 —61<I ¢ z a $PRW 02 TRACT F JV ly o F L—�JJLLJ 24 Z z � U �• -- � C'1 � 8 7 6 5 ` 3 2 1 g 18 I 7 I 6 I 5 I 4 13 I 2 1 1 23 Zp ¢� 22 SIRM 06 Q - - TRACT F- - - - - lY 02 -- - --TRACT-N---- - - -- - - Z s I I I I 0 I I I I I BENCHMARK 10 1 11 1 12 I 113 41 15 1 16 I 17 1 1s 1 20 CITYPOINT OF OEAT RIDGE BEING A 3-1/4" 1 g I 101 `11 11 13 U 114 I 15 1 16I 1 1g PUBLISH DBRASS ELEVATION 5447.48 FT. supmtvmm OF ' N W 42ND AVSNUB W 42ND AVEM - - - - - - - - - - � GRAPHIC SCALE 0 30 0 30 60 (IN FEET) 1 INCH = 30 FT �ON BEHALF ARa MORAL SAWWAL 01/18/19 MRAMO SIZE 24" X 36" SURVEY FORT SURVEY DAZE BASELINE 08/01/17 Joe NO. co3285a MRAwMM NAME 3285a Construction Control Plan.dwg aIEEr 2 OF 8 CP02 C N O U Q N cl� DC 0 cl� 0 cl� U 0 C 0 U 0 0 0 U 0 In DO N r7 0 0 0 U 0 c O U 0 0 3 0 0 DC r DC N 0 0 TOM DESIGN ELEV-54113.10 70W DESIGN ELEW5417.40 70W DESIGN ELEW5417.39 BOM DESIGN ELEW5414.10 BOM DESIGN ELEV6541&90 DOW DESIGN ELEW541&50 --�TDW AB ELEY=5419.03 7DM Ag ELEW5417.95 BOM AB ELEW5414.21 ` TOW AB 5418.16 BOM AS 5414.06 ,.,,, ,,., .,T,,.,,� BOW AB ELEV-54113.32 TOW AB 5417.45 TOW AB 5418.78 -1,6 TOW AB 5417.56 BOW AB 5414.21 \ o BOW AB 5413.32 7NOU CHANEL DESIGN M%l541&84 BOW AB 5413.69 BOW AB 5413.23 SWME DESIGN EIEV=54KOD AB ELEV-5413.64 �' TOW AB 5417.58 118f7ILE CHANNEL DESIGN ELEV-541&1B AB L EDESIGN 30 BOW AB 5414.19 � � BOW AB 5413.42 AB ELEV-5413.14 -70W DESIGN EIEV-541175- BDW DESIGN ELEV-5414.05 TOM DESIGN ELEY=5420.07 � PPE INV. DESIGN UV -5413M TOW DESIGN ELEV-541IL50 7OW DESIGN ELEV-5419.25 7OW AB ELEV-5420.11 BOW DESIGN ELEV-541&92 'AB ELEW5413.67 BOM DESIGN ELEW541350 DOW DESIGN ELEV=541&35 BOW AB ELEV-5414.19 70W AB ELEV-5419.56 �� BOW AB 5413.82 TOM AS ELEV-5419.48 BOW AB 5413.75 BDW AB ELEW5413.74 ri TOW AB ELEW5419.48 BOM AB ELEW5413.40 M BOW AB 5413.65 BOW AB ELEV-5413.79 BOW AB 5413.77 TOW AB 5420.11 TOW AB 5419.43 a .TOW AB 5419.48 TOW AB 5419.48 TOW AB 5419.48 TOW AB 5419.48 TOW AB 5418.76 TOW AB 5418.81 TOW AB 5418.77 TOW AB 5418.81 FL DESIGN ELEW5418.95 \ FL DESIGN ELEV-541x81 TOW AB 5418.10 TOW AB 5418.15418.9AD 13 18AB a86- �`9 TOW AB 5418.11 TOW AB 5418.14 \ TOW AB 5417.95 TOW AB 7.52 8 p \ TOW AB 5417.52 RNA DESIGN ELEW5418.54- TOW AB 5417.88 - - TRACT F - INV. DESIGN ELEV-5413.88 - - W AB ELEV-5417 INV AB ELEV-5414.06 04 �g 2 EOC DESIGN ELEV-5419.84 19.30 � FL 19.71 AB ELEW EO GN EIEV-5419. ' AB 12 AB �V- LEY -5419.62 5419.55 ECIC DESIGN ELEV-5420.18 AB ELEV= I 12 I D 1,`---•17--------TOW AB 5417.47 TOW AB 5417.40 TOW AB 5417.40 7NOU CHANNEL DESIGN ELEV-5413.05 AB ELEV-5413.03 BOW AB 5413.29 BOW AB 5413.21 TOW DESIGN EIEV-5419.10 BOW DESIGN ELEV-5413.75 i TOW AS ELEW5419.14 0 70111 DESIGN BEV-641&65BOW AB ELEW5413.09 PPE NV. DESIGN ELEV-5413.24 BOW DESIGN ELEV-5415.75 AB ELEW TOW AB ELEV-5419.17 14 BOW AB ELEW5415.56 BOW AB 5414.40 FL DESIGN EIEY=54=4 5415 AB EIEW 7j FL DESIGN ELEV-5419.39 5419.15 AD ELEW FL DESIGN EEV-M111.115 AS ELEVl EDC DESIGN ELEV-5419.54 _ ELEW5419.53 AB ELEW - 5 - FL DESIGN BEV -6419.23 \° I I I I I 21 22 IASB EKSIGIN LEV. °�'52D1D i \ 4 \ \ \ \I I I I I I I 11 \\ 10 9 8 7 6 \ FFE I I \\ I I I I I I I\\ I I ❑ I I 21.95 \ 21.95 I 21.24 ❑ K; DESIGN ELEW5420.55 FFE- FFE=177E =1 I ELEW 22.70 \ EDC DESIGN ELEW5421.00 f \ EDC DESIGN 0 49 AB EIEW EDC DESIGN ELEW5420.28 AS ELEV- I I AB ELEV- x DESIGN ELEW542115D I I I I I I EOC DESIGN B ELEW ECC DESIGN EIEV-5421.47 � � Co AD ELEW w co o W CA 0.0% 1.6%C DESIGN ELEV-4542D.4a J� 3.7' 0.1% N AB a N EDC DESIGN ELEV-5421.28 EDC DESIGN 21.22�5420� ELS 19 AB ELEW p AB ELEV- SW CHASE DESIGN ELEV-5419.19 V` AB EIEV- n FL DESIGN ELEV-5420.99 SW CHASE DESIGN EHEV-5421.12 SW CHASE DESIGN E1E1-5421.04 �I SM CHASE DESIGN SEV-5419.08 AB ELEV-5420.98AB ELEW AB FLEW AB ELEV= _ 5418 C DESIGN ELEW5419.51 ELEW I I I I I n 5 I 4 I I 3.4' � I 4.4' EDC DESIGN ELEV-5419.78 I AB ELEW 3.7' 0o=O 21 b\ 0 0.5% 5e EDC V. '� CIFV�•' 15 •J- NIU EIEW 18---__�SWALE DESIGN ELEW5417.38 EDC DESIGN ELEV-5419.80 AS ELEW AB ELEW RY DESIGN ELEW541845 RM DESIGN ElEW5417.00 EDC DESIGN ELEW5417.51 EDC DESIGN ELEW5421.19 INV DESIGN ElEW5H& AB ELE1\ 5417.59 AB ELEW5421.10 SIDEWALK CHASE INK DESIGN ELEW541587 RM AB L1EW5417.02 F EDC DESIGN ELEW5421.58 (1' OPENING) RIM AB ELEW5418.48 _ 18\-Kff BOTT AS EEW5414.17 21 AB �V- - - - - - INV AB ELEW5415.23 EDC DESIGN ELEW5421.19 22 TRAPEZOIDAL GRASS 19 _AB ELEV- o� SID ALK C ASEjj) RM DESIGN ELEVw'H7W 12 LINED SWALE W/ 6 AEDC DESIGN B ELEW5421.3&8 H� 17 PERFORATED HDPE UNDER (' OPENING) Eac DESIGN ELEW54n.51 I+K omaN EHEWs414m EDC MSIGN a. ` _ I oriaN r�� I AB ELEW5417.5371111111 AB ELEV-5417.28 INV AB ELEW5414_.55 AB ELEW5421.15 2.6 I T I 4.0% 2.0% 2.0% 4.0% 10 \\\ To ?o 1 \oq III CD IR\ \ \ EDC DESIGN ELEV-%20.83 I AB ELEV-_ L� I rg� Z C3 0 o KEY MAP EDC OEM ELEV-5421, AB ELE 3.2% N EDC DESIGN ELEV-5422.32 \ d AB ELEV- TRACT C q EDC DESIGN ELEV-542222 J.iG�TJaI,JJ .7 AB ELEW D 1,`---•17--------TOW AB 5417.47 TOW AB 5417.40 TOW AB 5417.40 7NOU CHANNEL DESIGN ELEV-5413.05 AB ELEV-5413.03 BOW AB 5413.29 BOW AB 5413.21 TOW DESIGN EIEV-5419.10 BOW DESIGN ELEV-5413.75 i TOW AS ELEW5419.14 0 70111 DESIGN BEV-641&65BOW AB ELEW5413.09 PPE NV. DESIGN ELEV-5413.24 BOW DESIGN ELEV-5415.75 AB ELEW TOW AB ELEV-5419.17 14 BOW AB ELEW5415.56 BOW AB 5414.40 FL DESIGN EIEY=54=4 5415 AB EIEW 7j FL DESIGN ELEV-5419.39 5419.15 AD ELEW FL DESIGN EEV-M111.115 AS ELEVl EDC DESIGN ELEV-5419.54 _ ELEW5419.53 AB ELEW - 5 - FL DESIGN BEV -6419.23 \° I I I I I 21 22 IASB EKSIGIN LEV. °�'52D1D i \ 4 \ \ \ \I I I I I I I 11 \\ 10 9 8 7 6 \ FFE I I \\ I I I I I I I\\ I I ❑ I I 21.95 \ 21.95 I 21.24 ❑ K; DESIGN ELEW5420.55 FFE- FFE=177E =1 I ELEW 22.70 \ EDC DESIGN ELEW5421.00 f \ EDC DESIGN 0 49 AB EIEW EDC DESIGN ELEW5420.28 AS ELEV- I I AB ELEV- x DESIGN ELEW542115D I I I I I I EOC DESIGN B ELEW ECC DESIGN EIEV-5421.47 � � Co AD ELEW w co o W CA 0.0% 1.6%C DESIGN ELEV-4542D.4a J� 3.7' 0.1% N AB a N EDC DESIGN ELEV-5421.28 EDC DESIGN 21.22�5420� ELS 19 AB ELEW p AB ELEV- SW CHASE DESIGN ELEV-5419.19 V` AB EIEV- n FL DESIGN ELEV-5420.99 SW CHASE DESIGN EHEV-5421.12 SW CHASE DESIGN E1E1-5421.04 �I SM CHASE DESIGN SEV-5419.08 AB ELEV-5420.98AB ELEW AB FLEW AB ELEV= _ 5418 C DESIGN ELEW5419.51 ELEW I I I I I n 5 I 4 I I 3.4' � I 4.4' EDC DESIGN ELEV-5419.78 I AB ELEW 3.7' 0o=O 21 b\ 0 0.5% 5e EDC V. '� CIFV�•' 15 •J- NIU EIEW 18---__�SWALE DESIGN ELEW5417.38 EDC DESIGN ELEV-5419.80 AS ELEW AB ELEW RY DESIGN ELEW541845 RM DESIGN ElEW5417.00 EDC DESIGN ELEW5417.51 EDC DESIGN ELEW5421.19 INV DESIGN ElEW5H& AB ELE1\ 5417.59 AB ELEW5421.10 SIDEWALK CHASE INK DESIGN ELEW541587 RM AB L1EW5417.02 F EDC DESIGN ELEW5421.58 (1' OPENING) RIM AB ELEW5418.48 _ 18\-Kff BOTT AS EEW5414.17 21 AB �V- - - - - - INV AB ELEW5415.23 EDC DESIGN ELEW5421.19 22 TRAPEZOIDAL GRASS 19 _AB ELEV- o� SID ALK C ASEjj) RM DESIGN ELEVw'H7W 12 LINED SWALE W/ 6 AEDC DESIGN B ELEW5421.3&8 H� 17 PERFORATED HDPE UNDER (' OPENING) Eac DESIGN ELEW54n.51 I+K omaN EHEWs414m EDC MSIGN a. ` _ I oriaN r�� I AB ELEW5417.5371111111 AB ELEV-5417.28 INV AB ELEW5414_.55 AB ELEW5421.15 2.6 I T I 4.0% 2.0% 2.0% 4.0% 10 \\\ To ?o 1 \oq III CD IR\ \ \ I J o KEY MAP 1"=100, TWMD \ d \\ q J.iG�TJaI,JJ ■I� ] ] . r ] 1 •1 12 j\FL DESIGN ELEV-45420.45/ AB ELEW FL DESIGN ELEW5419.E FL DESIGN ELEV-5420.45 AD ELEY AB ELEW 5419.84 DESIGN ELEW5420.39 FL DESIGN ELEV I ELEW .tX? , 31 -11 1 \ I � I I I SWAIE DESIGN 5419.72 AB ELEW I JN I EDC DESIGN ELEW5419.35 EDC DESIGN ELEW5420.20 AB ELEW5419.45 AB ELEW / EDC DESIGN ELEV-5419.25 AB ELEW ._.__. 19 "ESIGI ELEW: R DESIGN ELEW5419.30 AB AB ELEW 54 MATIOHLINE SIM swMe EDC DESIGN SEV-541125 SAB ELEW5419.40 FL DESIGN ELVI-54111.55 AB ELEW �FL DESIGN ELEW AB FL DESIGN ELEW5418.52 FL DESIGN AB ELEW 5418.55 W I a u d 7 a p ` FL DESIGN I AB ELEW EOC DESIGN ELEY-5417.93 AB ELEW5418.00 3.0% 3.0% EDC DESIGN ELEW5417.97 AB ELEW5418.03 3.0% 3.0% FL OESIGN ELEW5417.74 3.1%_ -3.1% 5417.82 AB ELEW 0.5% o DESIGN ELEV-5417.80 ELEV- wig r 6'11:4419111 J J J J N CONSTRUCTION CONTROL PLAN LWEM �S�! 2 2 2 2 AB = AS -BUILT FL = FLOWLINE BOW = BOTTOM OF WALL TOW = TOP OF WALL TOR = TOP OF ADA RAMP BOR = BOTTOM OF ADA RAMP Know what's below. 0811 before you dig. r O N Q I w Z W Q (_ J r O J z O O U Q W C1 z a O N z O BENCHMARK CITY OF WHEAT RIDGE POINT NO. 15709, BEING A 3 -1/4 - BRASS CAP, PUBLISHED ELEVATION = 5447.48 FT. 19111117 41181) W N 1 1 10 20 7 M 1 III SUBMITTAL 01/18/19 ORAWO SIZE 24" X 36" SURVEY FM SURKY DAIS BASELINE 08/01/17 JOB NO. co3285a ORAVIINO NAME 3285a Construction Control Plan.dwg sm 5 OF 8 CP05 J J KEY MAP 1"=100, TWMD J.iG�TJaI,JJ C EXISTING LINETYPES PROPOSED LINETYPES O O N - 81 - 81 MINOR CONTOUR (1' INTERVAL) m -5280- - - 5280 MAJOR CONTOUR (5' INTERVAL) PROPERTY BOUNDARY PROPOSED SYMBOLS FLOW DIRECTION FINISHED FLOOR ELEVATION W A SPOT ELEVATION Ol N F < N N Ir.1 m m uj O J J J J N CONSTRUCTION CONTROL PLAN LWEM �S�! 2 2 2 2 AB = AS -BUILT FL = FLOWLINE BOW = BOTTOM OF WALL TOW = TOP OF WALL TOR = TOP OF ADA RAMP BOR = BOTTOM OF ADA RAMP Know what's below. 0811 before you dig. r O N Q I w Z W Q (_ J r O J z O O U Q W C1 z a O N z O BENCHMARK CITY OF WHEAT RIDGE POINT NO. 15709, BEING A 3 -1/4 - BRASS CAP, PUBLISHED ELEVATION = 5447.48 FT. 19111117 41181) W N 1 1 10 20 7 M 1 III SUBMITTAL 01/18/19 ORAWO SIZE 24" X 36" SURVEY FM SURKY DAIS BASELINE 08/01/17 JOB NO. co3285a ORAVIINO NAME 3285a Construction Control Plan.dwg sm 5 OF 8 CP05 C Q Ln cl� DC 0 cl� 0 cl� c 0 0 0 U 0 c 0 U U DO cl� 0 0 0 U 0 U c 0 v 0 0 3 0 0 DC 0 r 0 uC n 0 0 U - - - EDC DESIGN ELEV=541&07, AB ELEV=5412.24 ji -161 ` 'S415� / - - - 14 STOW DESIGN ELEW5419.50 ECIC E� 5412E1EVo541214 _ 1 BOW DESIGN ELEV-541210 _ TOW AB ELEV=5416.98 I \TOW AB 5416.86 - - - - - - - - TOW AB 5416.89 TOW AB 5416.96 TOW AB 5417.00 TOW AB 5417.03 � � .0- 5415 BOW AB ELEV=54,1.90 I JEMD ---- �4 ------\ TOW AB 5417.01BOW AB 5412.35 \ EOC DESIGN ELEV=5412.35C DESIGN EIEV-541223 17 \ 18 I1B ELEV=5412.36 ELEV= 5412.28 BOW AB 5412.10 �,/ TOW DESIGN ELEV=SH7.00 BOW AB 5412.49 BOW AB 5412.15 •- I / N o BOW AB 5412.71 TOW DESIGN ELE1k541&BO TRICIDE CHANNEL DESIGN ELEV=5411.95 \ / o Bow DESIGN ElE1f=SH3.01 TRACT A 4 � � � jpHOQE CHANNEL DESIGN REV -5412.V BOW DESIGN ELEV�SH250 � AB ELEV=54n.96 \ � I / BOW AB ELEVs BOW AB 5412.97 AB p 7OW AB ElEV=5417.02 � 0 711OU CHANNEL DESIGN MEV•MI700 BOM AB ELEV=5412.40 y AB ELEV= N EOC DESIGN ELEV�S41L27 7PoOpE CHANNEL DESIGN ELEVw%1205 I AS ELEVm541 z.,)z i AB ELEV=5411.99 12 I TRME CHANNEL DESIGN ELEV-541285 �� 1107 AB ELEV= i 0 7PoCKLE CHANNEL DESIGN ELEV=541229 \ _ PIPE W. DESIGN ELEV=5411.79 ECIC DESIGN UVz5N238 N ,9 AB ELEV-54,2.20 _ AB ELEV= AB ELEV=5412.39 13 Ij I / T0W DESIGN ELEW541&50 7PoOCIE CIANNI DESIGN ELEV=541217 ^ BOW DESIGN ELEV541&15 14�� AB �V= RIA DESIGN ELEV=5414.56 +L EDC DESIGN ELEV-541145 rn 70w AB REV= o TOW DESIGN ELEV=5H7.60 NV. DESIGN ELEV=5411.NN7 SPILLWAY TOW AB 5415.55± AB ELEV=5 ,�.+� C)ast N TOW DESIGN ELEV=541&00 RN AB ELEV=5414.56 BOW AB ELEW BOW DESIGN ELEV=541&15 BOw DESIGN ELEV=5417.10 d� 4" CAP STONE HAS BEEN ADDED 5415 TDw AB ELEW5418.40 TOW M ELEV=5417.69 N NGV AB ELEV=5411.89 AFTER THE SURVEY, RAISING THE BOW AB 5415.79 !S BOw AB ELEV=5415.89 BOW AB ELEV=5416.66 SPILLWAY APPROX. 4" BOW AB 5416.16 \ BOW AB 5415.80 BOW AB 5415.95 1Dw DESIGN ELE1h541710 1 lY .Y' lV 1 11 NNNI I BOW DESIGN ELEV=541&60 SPILLWAY TOW AB 5415.54± TOW DE IGNELEEL V-5411 7RIOU CHANNEL DESIGN ELEV-5412.12 4" CAP STONE HAS BEEN ADDED TOW AB 5419.12 TOW AB 5418.42 BOW AB EIEV=5416.21 AD ELEV AFTER THE SURVEY, RAISING THE TOW AB 5418.37 7PoG0•E CHANNEL DESIGN ELEV-541119 SPILLWAY APPROX. 4" TOW AB 5418.45 FL DESIGN ELEV=5417.47 \ o \ AB ELEV= 5, I TOW AB 5419.17 FL DESIGN ELEV=5HZ98 AB �� \ BOW AB 5416.12 , % I AB ELEV= 5418.07 TOW AB 5418.38N E r \\ PPE EV. DESIGN IEY=541284 TOW AB 5417.69 AB ELEV=5412.59 I / / � 2 ow AB FL DESIGN ELEW5H713 low DESIGN ELEV=541&60 I \ �=o�iF \ BOM DESIGN BEI=541160 I !8 \ \ 5417.21 ti TOW AD ELEV=5416.57 EDC DESIGN ELEV-541176 \ / BOW AB 5416.74 BOW AB ELEV=5412.18 I FL DESIGN ELEV=54111,25 N ELEV-541 AB ELEV=54,8.05 \ I I I AFIL B FESIGN EELEV-6641242 � r, N� r, NEW MEN \ AB ElEV= 541412.47 FL DESIGN ELE8S41&24 ! 5.1 - 48 EDC DESIGN ELEVl \ TOW AB 5417.68 \ a � AB EHEV= FL DESIGN ELEV=541&1 \ 2\� EOC DESIGN ELE1f=SN102 � � a 19 n7OW DESIGN ELEV-U17.00 AB ELEV=5417.93 TOW AB 5417.19 AB ELEV-5413.12 5420 5.6' FL DESIGN ELEV=541&24 \ \ BOW DESIGN ELEV-541&50 2 EDC DESIGN ELEW541&07 AB ELEV= 5417.89 7OW AB ELEV= 5417.15 TOW AB 5416.9 ' AB ELEV= 5413.10 \ �PoN DESIGN ELEV=5417.03 BOW AB ELEV=5416.30 / \ I INV. DESIGN ELEIII-M .15 I 'I \ M AB ELEV= \ 7ROU CHANNEL DESIGN ELEV-541234 \ ECIC DESIGN ELEAB V=541 5 INV AB ELEV= \ AB ELEV= it \\ LI I I \7DW DESIGN ELEV=5417.50 \ LJ EDC DESIGN ELEV-5418. AB EIEV=541 \\ A�9 �� ELEV-541US BCM DESIGN ELEV=5417.0D 2.0% 7OW AB ELEV-5417.61 BOW AB ELEV=5416.69 ♦ to I \ I I I FL DESIGN .86 AB 41&08 \ 0 :117 rr 1 / ` 5417.86 AB ELEV= FL DESIGN ELEV=541&99 \ 1 1 I / 3 \ 2 1 A DESIGN F1EV=54t&45 BOW AB 5416.19 PPE NV. DESIGN ELEV=541140 AB ELEV=5418.18 FL DESIGN E76AB E1&07 AB FLEW TOW AB 5417.61 I I / \ ` 5417.76 AB ELEV= 5417.11 AB ELEV= Tow DESIGN ELEW54460 1 BOW AB 5417.61 BOw DESIGN REV -541780 \ ❑ FL DESIGN ELEV=5416.03 TOW AB 5417.14 low AB ELEV= 5416.92 1 I \ I 1 554417.79AB ELEll FL DESIGN E ELEV=541&OB !1 AB \ \\ BOW AB 5416.06 13 DOW AB ELEV= "; n,) EaC p ELEW541138 \ I 20.50 541&35 \ I I I II AB E1EV= 5413.48FE- OR DESIGN TOW AB 5417.14 FF= ' `` BOW AB 5416.74 El AB ELEV= TOW AB 5417.61 TOw DESIGN F1EV=5416.60 4J 20.50 \ TOW AB 5418.28 TOW DESIGN ELEV=54,7.75 ag° 14 BOW DESIGN Z \ 5.6' g BOW DESIGN ELEV=54t7.25 �-i TOw AB ELEVELEV=6.85 � N EDC DESIGN ELEV=541&27 PoN DESIGN ElEV=5417.21 low AB ELEV= BOW AB ELEV= 5415.55 \ EDC DESIGN ELEW5419.77 AB ElEV= INV. DESIGN ELE1N=SN254 BOW AB ELEV= 5415 5 AB ELEV= DESIGN AB ELEV=54,7.26 ECIC DESIGN ELE1t=542 SID I \ I ❑ 1 �� NV AB ELEV=5414.17 MW DESIGN ELEV-5417.25 I� III AB ELEV= 1 \ I 1 EDC DESIGN ELEV=541&59 BON DESIGN ELEW541&755-6" STEPS DESIGN ELEV=5H3.88 III FL DESIGN ELEV=541&29 AB �V= / TOW AB ELEV= 16 AB ELEV 5418.04 AB ELEV= BOW AB REV- EDC DESIGN ELEV=5413.60 .-EW DESIGN ELEY=5420.40_ °�a po ECIC DESIGN ELEV=541&59 BOR DESIGN ELEV=5417.81 ELEV= EDC DESIGN ELEV=541&24 AB ELEIV AB 8.3%°s SIGN =5413.67 AB ELEV= . WC DESIGN ELEV=SH&� �� BOR DEELEV=5417.28 AB ELE11L / AB E11M -� AB ELEV= 6.7% 0 24' 4.6% 1.4' 24 ECIC DESIGN ELEY=8413.53 0.8% 2.2% N 3.7' N I \ DAB ESIGN ELEV=5417.83 - -- - EDC DESIGN ELEV=541168- 2.3% JN EOC ELEVti5419.20 2.1% 8.3%" 8'3% AB ELEV=5413.75 5420 1.5% EDC DESIGN ELEW54111,46 \ �� EOC DESIGN Ell i5 541& AD ELEV= \ o TCN ELEV-517.72 AB ELEV= ® EDC DESIGN ELEV=5N3.69 EOC DESIGN ELEVti542&24 AB ELEW �V` \ AB ELEV. 5417.50 11 1 AB ELEV= EDC DESIGN F1EV=541915 loR DESIGN ElEV=541&39 \ EOC DESIGN ELEV=5413.78 AB ELEV= \ AB ELEV= ELEV= MR DESIGN ELEW5417.80 AB ELEV= \ 7p, iAB > AB ELEV= 5417.50 �.. .<-SWALE DESIGN ELEvti541&49 ..�.. 2.2% ,� �oEw541&32AB ELEVO FL DESIGN ELEW5417.91 BOR DESIGN ELEV=5417.26 I , AB ELEV=5417.77 AB ELEV=5417.28 4 �1D.2 18 \ EOC DESIGN ELE�541 0.0% I 2.0%4 SWALE DESIGN ELEV=SH9.20 - - - - I FL DESIGN ELEV=5417.80 5190 AB ELEV' ---- - ------ - GRASS AB ELEV= 2 LINED SWALE W/ 6' 1 - - - - - - - PERFORATED HDPE UNDER ® FL DESIGN ELEV=54fl.35 DRAIN 00 I AB 17.1188 FL DESIGN ® I o 1 I 9.6 AB ELEV= 541ELEY=5417.68 ` �� 1 ED DESI=GN ELE0=5414.01 4 lu; 4' 3 \\ 3 3 � 3 I \Q 10.2' FL DESIGN ELEv5413.56/ - - 1 AB ELEV=5413.58 O II _ rn FL DESIGN ELEV-5417.24 EDC DE9 GN 4116 I N to AD ELEV= " I I EDC DESIGN ELEV=5414.25 4 AB ELEv 5414.24 5 C E� ELEV=542&12 2 MC DESIGN S EV- 541132 FL DESIGN ELEV=5417.50 � 2 + I AD EAB LEV= - ELEV= 1 -- ------ - ?� - -- -- - I 10.2' I I ECIC DESIGN REV -541140 � AB ELEV= EDC DESIGN ELEW5420.04 ® FL DESIGN ELEV=541&93 - - - -- - - 70R DESIGN ELE111-M1 69 _AB ELEVm AB ElEV= AB ELEV=5414.66 N� 3% \ 5416.78 70R DESIGN ELEV=5414.40 I 2 I \\ AB ELEV=5414.37 I \ FL DESIGN ELEV=541&98 4' Mi TOR DESIGN EIEV=5414.50 IGN ELEV=541&70 AB ELEV= 1118.801 AB ELEV-5414.51 J o BW DESIGN iJnOW AB ELEV1 1 lob DESIGN ELEV=541&17 ECIC DESIGN ELEV-5419.36 BOW AB ELEV= RN DESIGN ELEV=541&95 AB ELEV-5415.30 AB ElEV= low DESIGN ELEV=541&35 INV. DESIGN ELEV=5413.83 EDC DESIGN ELEW541&67 FL 06M ELEV=5414.09 BONN DESIGN ELEV=541&85 RN AB EIEV= AB EIEV=5415.86 AB i 5414.10 I9.11 I TOW AB ELEV= SWALE DESIGN ELEW5H&1111 INV AB ELEV= ECIC DESIGN ELEV=541&11 AB DEESIGN EELEV=541&17 1 BOW AB ELEV= AB ELEV= RN DESIGN ELEV�M1&70 AB ELEV=5416.16 to.2' 2.0% 5420 \ SWALE DESIGN ELEw541&31 SWALE DESIGN REV -541&01 INV. DESIGN ELEV=541&29 TOR DESIGN ELEV=541&77 \ BOR DESIGN ELEV-5414.28 XEDC DESIGN F1EV=5419.13 ECIC DESIGN ELEV=5419.34 �= AB ELEV= INET BOTT AB ELEV= AB EIEV= 111111 AB EI.EV 5.6' I dam` i ELEV= AB ELEV=5419.15 AB ELEV_5419.30 �..�....-�..-.. \ 201'9 BM DESIGN ELEVti5414.39 EDC DESIGN ELEV=5417.93 / o AB ELEV=5414.38 9 1N 7DR DESIGN ELE1�5H&01 BOR DESIGN AB ELEV=5417.98 MATCHJNE SEE SHEET CP08 MEN MEN -ANN - •NEN=: _ -MEN .100IMEN iii . . 1 1 1 I 1 NMEN EN MEN MEN _ - MEN _ .. -_ MEN , MEN MEN MNo W. 42ND AVENUE KEY MAP J J 1 "=100, � � ' :5 rn n rn O N O a MumN C O N EXISTING LINETYPES PROPOSED LINETYPES O - 81 - 81 MINOR CONTOUR (1' INTERVAL) m -5280- - - 5280 MAJOR CONTOUR (5' INTERVAL) PROPERTY BOUNDARY CL PROPOSED SYMBOLS mol FLOW DIRECTION FINISHED FLOOR ELEVATION CAI A SPOT ELEVATION 1Z c� cm N _p 'QvN m 0 CONSTRUCTION CONTROL PLAN LWEM AB = AS -BUILT FL = FLOWLINE BOW = BOTTOM OF WALL TOW = TOP OF WALL TOR = TOP OF ADA RAMP BOR = BOTTOM OF ADA RAMP 1 -eUrAIC�3I I I 10 20 7 « I K Z J C3 Z` H R H O J -I-, J J • • Know what's below. Call before you dig. r O N Q C11 I w Z LLI J1n FFFFjjjj O 1� Z w � U OU w Z a O N Z O BENCHMARK CITY OF WHEAT RIDGE POINT NO. 15709, BEING A 3 -1/4 - BRASS CAP, PUBLISHED ELEVATION = 5447.48 FT. III SUBMITTAL 01/18/19 ORAYIINO SIZE 24" X 36" SURVEY FIRM SURVEY DAZE BASELINE 08/01/17 JOB NO. co3285a ptAwMO NAME 3285a Construction Control Plan.dwg sm 7 OF 8 CP07 C Q N 0 N 0 N 0 0 U 0 0 0 U U DO N r� 0 0 c 0 U 0 0 U i 0 U 0 E 0 c 3 0 0 DC r DC N 0 0 0 w.. --AB ELEW5419.1 FL DESIGN ELEV-54111,211 AS ELEV- IFIL LEW FL DESIGN ELEV--541&59 AB ELEV- 5418.64 FL DESIGN BEV-MI&B8 AB ELEV- 5418.62 11111111111111 N EOC DESIGN ELEW5411 AB ELEV-541 Alf DESIGN ELEV-541&85 ELEV= I 6.3' I a FFE= 22.70 0 YATCHUNE SIM amcm WAFA FL DESIGN ELEV-54104 AS ELEV- 7 - :1. 1/ 1 ]: r ] 1 ] I \ CT Fn MM ELEV-5411111.09 EDC DESIGN 65 EOC DESIGN ELE11-5417.64 \ n a �� AB ELEW5418.99 AB ELEV-5417.83 \ O/ D ELE9 EOC DESIGN ELEYz5H875 O� BOR DESIGN ELEV-54%95 J J ABELEV-10 :5 :5AB ELEV-5418.85 6� O� EOC OEM ELEHW5418.45 EOC DESIGN ELEV-5417.84 C> EOC DESIGN 19.42 ELEV-5418.46AB ELEW5417.95 N ,8g %, BOR DESIGN EIEV=5415.00 o � AB ELEV-5419.71 ABMAE= -TOR DESIGN &51 ° AB ELEV- 5415.00 5. 55 4.7 AB ELEV=5415.615.75T 4.754��54&� \o I N t v vi DESIGN TOR EIEV=SH&07 \ °jo FL DESIGN ELEW541&08 '�"""" "� < N C GN ELEWSH&47 \ All ElEW5415.32 AB ELEV-5418.51 A8 EILY- 5415.04 EXISTING LINETYPES PROPOSED LINETYPES 18 8 c $ N 420 I \\ 6 EOC DESIGN ELEW5416.75 TOR DESIGN ELEW5415.11 w AB ELEV- ABELEW`41.15.21 I - 81 - 81 MINOR CONTOUR (1' INTERVAL) m 3, 1.8% TOR DESIGN ELEV-541&56I M DESIGN ELEV-541&37 DE9AB aF EW541672 AB ELEV-5415.60-( ) I I N RM AS ELEV-EOG DESIGN ELEW541aB0 2 p% -5280- - - 5280 MAJOR CONTOUR 5 INTERVAL CEN WIN AB ELEV- EDC DESIGN ElEW541a50 M ELEV-5416.76 4.8' S BN AB ELEV-AB ELEV-5416.61I PROPERTY BOUNDARY a NV. DESIGN ELEV-5414.80 EOC DESIGN ELEW541S94 3.9% NV AB ELEV-20 AB ELEW5415.90 PROPOSED FFE- FFE- \ FFE- �► % SYMBOLS 22.00 i 22.00 \ 22.00 5 14.9' FLOW DIRECTION FINISHED FLOOR ELEVATION 9.6' �6 - \\ 3.8' d 23 - - - �1 / SPOT ELEVATION v m In 4I 3 I 2 Z H H H H N CC J J J J • • Know what's below. d a \ ,� AS ELEW5420.22 o Call before you dig. 1.7� °. ALLEY 02 -- -- --9.6' r ' - \ - 1RAt9`N a. FL DESIGN ELEV- AS LEW - - - AS EEW54 / -� I \ N a • ` . >\� EOC DESIGN ELEV-5420.27 I \ _ 47 a a o AB ELEW `Fl TOR DESIGN ELEV-5417.47 1 a N 21.51 ABELEW5417.5 ` 5' S � - I TOR DESIGN EIEVw%I7..M 2.37 Z w \ a AB ELE1f=5417.5 b\ Q N \\E N+ J 14.9' BOR DESIGN MEV-5417.23 p 2.2% AB ELEV-9'J GN ELEV-542D.30�- - \ AB a 5420.39 _ I // / \ O TOR DESIGN ELEV-5417.54 O AB 5417.54 00 ELEW5417.66 2.1%BOR DESIGN ELEW5417.44� U 5 / AB ELEV--5417.56 \ a 51 / Sp- �g O LLI 14 I \\\ I I I 20 // TDR DESIGN ELEV-5419.05 541� 15 16 Z cq 6.3' rrt 17 18 FFE=1 FF�� ) _ AB ELEV-5419.2 TOR DESIGNO El22.52 22 52 22 52 9.6' AB EIEW' ElEVti541894 iro F SW CHASE DESIGN E x.48 I I I 2.07 / O SW CHASE DESIGN EiEW5AS �� I I I EDC �5421� 14.9 \\ 19 V) Z 6.3' l E SW CHASE DESIGN ELEVwrLEV- 51 PoM DESIGN ELEV-50.01)-50.01)SW CHASE DESIGN ELEV--;5421.1166 ELEV- INV. DESIGN ELEW54425 W DESIGN ELEV-5420.74 AB ELEV= 19 1191 AB ELEV-5421.05 INV. DESIGN ELEV-5Na00 I _ EOC DESIGN ELEV-542D.22INV AB ElEW5417.65 RBA All B"m5420.83 I MM DESIGN ElEW5420.D1 AB ELEW5420.02 I INV AB ELEV-5417.38 I � �GN 59 INV. DESIGN ELEV-M211.00 I 1 5420 SW CHASE DESIGN ELEW5421.61 INV. DESIGN AB ELEV-547.35 WIN AB ELEWDESIGN 5420.18 TOW DESELEV-5421.10 \ NIET BDTT AB ELEV-5416.90 BOW DESIGN ELEV-542D.60 AB ELEV--\INLET BUT AB 15.86 4.2' TOW AS ELEV-5421.46 FL - L � BOW AB ELEV-5419.61 AB Q - - - RN DESIGN ELEV-50.113 Li U , SW CHASE DESIGN ELEV-5421.1115I I NV. DESIGN ELEV-54116.75 75 iv �V` I RNA AB ELEV-5421.0421 � lri ad N N N N NV AB ELEV-541694 .�_ -- --� _ - AS �WLE DESIGI ELEW5420.50 4 \ I rn Vi pIcc) p ; SWALE DESIGN ELEV-M211.24 / p� / w cn o co �? i AS ELEV - 4c DESIGN ElEW5421.16 ry N \ NV. DESIGN ELEV-541&86 clt1 I .._.. EOC DESIGN ELEV-5423.24M AS ELEV- i INV AS ELEV- 1 I I I i AB ELEW �r 1_ L 5421.40 EDC DESIGN ELEV-5M27 ��r-i - ElEW5421. 2i i TOW 5424.30 ELEVwr424ao EDC DESIGN ELEW5421.39 p BOW DESIGN ELEW542150 AB DEW_ !I 455 �AIABB �'� TOW AS ElEW5424.21 DESIGN �r%� 2D AB ELEW BOW AB ELEV-54 - BOW AS ELEW5421.31 AB ELEW5421.38 00000000 - - - _ EDC DESIGN ELEW5424.39 EDC DESIGN ELEW5424616- _ - _ a EOC DESIGN ElEW5423.35 AS REW5424.60 - - � - - - AB ElEW5424.16 _ / AB ElEW5423.25 11>w DESIGN ELEV-542M- TOW DESIGN ELEV-W4645 TOW DESIGN ELEV-M24.26 - - - - - - - - -TOW DESIGN ELEV-M-t-04- _ / - TOW DESIGN ELEW5423.30 EDC DESIGN ELEV-5423.45 BOW DESIGN ELEV-5422.00 BOW DESIGN L]EW54211.95 BOW DESIGN ELEV-5421.76 BOW DESIGN ELEV-54211.50 24 r _ BOW DESIGN ELEV-54211.30 , AS ElEW5423.37 71)w AB ELEV- AD LEW TOW ELEV- 70W AB ELEV-5424.36 - - TOW AB ELEV-5424.38 70W AB EIEW / BOW AB ELEV- 13DW AB El BOW AB ELEV-5421.27- BOW AB ELEW5421.48 BOW AS ELEV- DESIGN HW - 70R DESIGN ELEV-4U24.30?g R DESIGN ELEW542421_ ?3� AS ELEV-5424.38 TOR ELEV-5423.92 FL DESIGN ELEW542785 TDR DESIGN ELEV-542462B W 424D AVENUE AB ELEV-5422.98 i TOR DESIGN BEV -5424.32 AB ElEW5424.26 AB ELEV-5424.34 BOR DE§I N ELEV-M2&68 N BOR DESIGN ELEV-4%23.72 AB ELEW5423.76 / AB ELEW5423.76 �\ U BENCHMARK CITY OF WHEAT RIDGE POINT NO. 15709, ELEs411s58%1a�� BEING A 3 -1/4 - BRASS CAP, PUBLISHED ELEVATION = 5447.48 FT. 111111111FAIRIED IIIE DM" S Vim" OFF N 1 1 10 20 7 M 1 MR& SUBMITTAL 01/18/19 ORAwNO SOF 24" X 36" SURVEY Fief SURVEY DAZE BASELINE 08/01/17 JOB NO. co3285a ORAwNO NAME 3285a Construction Control Plan.dwg MET 8 OF 8 I 14.6' 14.s' 2C r Z2 E1EW541a70 \^\ FL AB rill r- 41588_ 416.27 ELEV-5416.27416.27 AB 5419.84 5' 22 EOC DESIGN ELEV-5416.48 NJ 25' 5 5' EDC DESIGN 2027 ® AB ELEV-5416.71- Z H H H H N CC J J J J • • Know what's below. d a \ ,� AS ELEW5420.22 o Call before you dig. 1.7� °. ALLEY 02 -- -- --9.6' r ' - \ - 1RAt9`N a. FL DESIGN ELEV- AS LEW - - - AS EEW54 / -� I \ N a • ` . >\� EOC DESIGN ELEV-5420.27 I \ _ 47 a a o AB ELEW `Fl TOR DESIGN ELEV-5417.47 1 a N 21.51 ABELEW5417.5 ` 5' S � - I TOR DESIGN EIEVw%I7..M 2.37 Z w \ a AB ELE1f=5417.5 b\ Q N \\E N+ J 14.9' BOR DESIGN MEV-5417.23 p 2.2% AB ELEV-9'J GN ELEV-542D.30�- - \ AB a 5420.39 _ I // / \ O TOR DESIGN ELEV-5417.54 O AB 5417.54 00 ELEW5417.66 2.1%BOR DESIGN ELEW5417.44� U 5 / AB ELEV--5417.56 \ a 51 / Sp- �g O LLI 14 I \\\ I I I 20 // TDR DESIGN ELEV-5419.05 541� 15 16 Z cq 6.3' rrt 17 18 FFE=1 FF�� ) _ AB ELEV-5419.2 TOR DESIGNO El22.52 22 52 22 52 9.6' AB EIEW' ElEVti541894 iro F SW CHASE DESIGN E x.48 I I I 2.07 / O SW CHASE DESIGN EiEW5AS �� I I I EDC �5421� 14.9 \\ 19 V) Z 6.3' l E SW CHASE DESIGN ELEVwrLEV- 51 PoM DESIGN ELEV-50.01)-50.01)SW CHASE DESIGN ELEV--;5421.1166 ELEV- INV. DESIGN ELEW54425 W DESIGN ELEV-5420.74 AB ELEV= 19 1191 AB ELEV-5421.05 INV. DESIGN ELEV-5Na00 I _ EOC DESIGN ELEV-542D.22INV AB ElEW5417.65 RBA All B"m5420.83 I MM DESIGN ElEW5420.D1 AB ELEW5420.02 I INV AB ELEV-5417.38 I � �GN 59 INV. DESIGN ELEV-M211.00 I 1 5420 SW CHASE DESIGN ELEW5421.61 INV. DESIGN AB ELEV-547.35 WIN AB ELEWDESIGN 5420.18 TOW DESELEV-5421.10 \ NIET BDTT AB ELEV-5416.90 BOW DESIGN ELEV-542D.60 AB ELEV--\INLET BUT AB 15.86 4.2' TOW AS ELEV-5421.46 FL - L � BOW AB ELEV-5419.61 AB Q - - - RN DESIGN ELEV-50.113 Li U , SW CHASE DESIGN ELEV-5421.1115I I NV. DESIGN ELEV-54116.75 75 iv �V` I RNA AB ELEV-5421.0421 � lri ad N N N N NV AB ELEV-541694 .�_ -- --� _ - AS �WLE DESIGI ELEW5420.50 4 \ I rn Vi pIcc) p ; SWALE DESIGN ELEV-M211.24 / p� / w cn o co �? i AS ELEV - 4c DESIGN ElEW5421.16 ry N \ NV. DESIGN ELEV-541&86 clt1 I .._.. EOC DESIGN ELEV-5423.24M AS ELEV- i INV AS ELEV- 1 I I I i AB ELEW �r 1_ L 5421.40 EDC DESIGN ELEV-5M27 ��r-i - ElEW5421. 2i i TOW 5424.30 ELEVwr424ao EDC DESIGN ELEW5421.39 p BOW DESIGN ELEW542150 AB DEW_ !I 455 �AIABB �'� TOW AS ElEW5424.21 DESIGN �r%� 2D AB ELEW BOW AB ELEV-54 - BOW AS ELEW5421.31 AB ELEW5421.38 00000000 - - - _ EDC DESIGN ELEW5424.39 EDC DESIGN ELEW5424616- _ - _ a EOC DESIGN ElEW5423.35 AS REW5424.60 - - � - - - AB ElEW5424.16 _ / AB ElEW5423.25 11>w DESIGN ELEV-542M- TOW DESIGN ELEV-W4645 TOW DESIGN ELEV-M24.26 - - - - - - - - -TOW DESIGN ELEV-M-t-04- _ / - TOW DESIGN ELEW5423.30 EDC DESIGN ELEV-5423.45 BOW DESIGN ELEV-5422.00 BOW DESIGN L]EW54211.95 BOW DESIGN ELEV-5421.76 BOW DESIGN ELEV-54211.50 24 r _ BOW DESIGN ELEV-54211.30 , AS ElEW5423.37 71)w AB ELEV- AD LEW TOW ELEV- 70W AB ELEV-5424.36 - - TOW AB ELEV-5424.38 70W AB EIEW / BOW AB ELEV- 13DW AB El BOW AB ELEV-5421.27- BOW AB ELEW5421.48 BOW AS ELEV- DESIGN HW - 70R DESIGN ELEV-4U24.30?g R DESIGN ELEW542421_ ?3� AS ELEV-5424.38 TOR ELEV-5423.92 FL DESIGN ELEW542785 TDR DESIGN ELEV-542462B W 424D AVENUE AB ELEV-5422.98 i TOR DESIGN BEV -5424.32 AB ElEW5424.26 AB ELEV-5424.34 BOR DE§I N ELEV-M2&68 N BOR DESIGN ELEV-4%23.72 AB ELEW5423.76 / AB ELEW5423.76 �\ U BENCHMARK CITY OF WHEAT RIDGE POINT NO. 15709, ELEs411s58%1a�� BEING A 3 -1/4 - BRASS CAP, PUBLISHED ELEVATION = 5447.48 FT. 111111111FAIRIED IIIE DM" S Vim" OFF N 1 1 10 20 7 M 1 MR& SUBMITTAL 01/18/19 ORAwNO SOF 24" X 36" SURVEY Fief SURVEY DAZE BASELINE 08/01/17 JOB NO. co3285a ORAwNO NAME 3285a Construction Control Plan.dwg MET 8 OF 8 '1i i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -'-5f3C Job Address: 7'V& Gr/ 'Y) `" t�'? Permit Number: ;�G/"j G Z S/31C Gam' ,G•n'jsy, •r, :� l, -a ❑ No one available for inspection: Time 1/,,e, CA0,M Re -Inspection required: Yes No 'When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge.co. uslinspection Date: ,"/..1� _ Inspector: /y' / "' N DO NOT REMOVE THIS NOTICE City of ��Ihc�at id�� Corur� Li�vc�lE�rr SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This forth must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: 1 h, � o NO ry �P_ �u `dPrS FORM WILI. NOT BE ACCEPTED WITH MISSING INFORMATION the' Company Name: h& �N _r � e ` Contact Phone #: go'g —90-2 — Wheat Ridge Contractor License #: JoO 8 8 (required field) State License #: C-C� - ©OQ („ S Master License #: YM E - O D 'Z ROO a S eao 6 . csry ,A Printed Name of Authorized Agent Signature of Authorized Agent CIA - I'S- Date Hello Kim, All buildings Thanks Ter -Ree From: Kimberly Cook mall[a kcook@clwheatridge cc us{ Sent Monday, April 13, 2020122E PM To: Terry L¢erryl as@ del markelec[rlccom> Subject: RE'. ELECTRICAL SUBCONTRACTOR AUTHORIZATION FORM HlTerry, Thanks Per mnd ng[ha[, please le[ me know which addresses you are to be assigned to Is itall buildings orju4 ones Thanks Kim Cook Permit Technician Office Phone 303235-]H]6 all ��- may Oty, of !try' YCpm Vu111 btrvn[rrt99 CONFIDENTIALITY NOTICE This a mal cancer, buyne .... ridental maturation it is intended chly for the use as t a indiodual or entity named aboye if you are not t a intended recipient you am mother that any disclosure, copying distributor, elecrono storee or use cof this coommunicatch, is prohibited ff you receiyed this communication in error please money us immediately by emair attaching the original message, and delete the original messaafrourn your corpmer and any network to which year computer is connected Thankyou From: Terry L ffierryl eidel markeectrc cook Sent Monday, April 13, 2020 12 09 PM To: Kimberly Cook <kcook9c wheati tlee m us Subject: ELECTRICAL SUBCONTRACTOR AUTHORIZATION FORM Thank you, Ter -Ree Page 3039223511 Oelmark ReRrlq Inc Kim Ran Goo, RE wr.ran Mm:S°9M m.a�20202, Hello Kim, All buildings Thanks Ter -Ree From: Kimberly Cook mall[a kcook@clwheatridge cc us{ Sent Monday, April 13, 2020122E PM To: Terry L¢erryl as@ del markelec[rlccom> Subject: RE'. ELECTRICAL SUBCONTRACTOR AUTHORIZATION FORM HlTerry, Thanks Per mnd ng[ha[, please le[ me know which addresses you are to be assigned to Is itall buildings orju4 ones Thanks Kim Cook Permit Technician Office Phone 303235-]H]6 all ��- may Oty, of !try' YCpm Vu111 btrvn[rrt99 CONFIDENTIALITY NOTICE This a mal cancer, buyne .... ridental maturation it is intended chly for the use as t a indiodual or entity named aboye if you are not t a intended recipient you am mother that any disclosure, copying distributor, elecrono storee or use cof this coommunicatch, is prohibited ff you receiyed this communication in error please money us immediately by emair attaching the original message, and delete the original messaafrourn your corpmer and any network to which year computer is connected Thankyou From: Terry L ffierryl eidel markeectrc cook Sent Monday, April 13, 2020 12 09 PM To: Kimberly Cook <kcook9c wheati tlee m us Subject: ELECTRICAL SUBCONTRACTOR AUTHORIZATION FORM Thank you, Ter -Ree Page 3039223511 Oelmark ReRrlq Inc -CITY OF WHEAT RIDGE - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE inspection Type: 3iilc L -I? Job Address: -7 /,L --l. y-� Permit Number: 2G/,--1 O Z X36 ❑ No one available for inspection: Time V,'/ 'A /PM Re -Inspection required: Yes N: When corrections have been made, schedule for re -inspection online at: httpJ/www. ci. wheatridge.co. usrinspection Date: 4/- _1�1- zv Inspector: DO NOT REMOVE THIS NOTICE M I a • N TT et w WAIL `� . C I '!+� Jit I. / '• +l q b?o I , Lr. A,jje �; i � t i -,�: t ;r`�1r a� � �4' % � �w . %� . .� < /. : . . . " � ;, �.. . , � � � .� �..\ � z :� 2 . r 7, ' . , , � % � �w . � , a � t � �� \ 9� °®\�v\,`: . . .. , /. : 1 hoe%,i� 1. •Tyr. stir. � /�r � �,, .n y. .... Y .. ? - � /� .qty _,.y "'�+"�M•" '� ,r, •� ��. ,: ��♦ ` Vii; � � �� ; ,4 ," \., J< "t ��,gp, - ..ai_.. �4: � ice' R . C_ _. .. �_T..;` _' ..r � �:.� r.:'4.. � _..•� t��v'�'�+ P.i � �.Ay�_k' i CITY OF WHEAT RIDGE 1 Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: '3e/1, oec,61F 5/1 36,-,, 54t-4 WAY - Job Address: 710 lam. Permit Number: ?c-11cj OZ Xt, =zz 'r % f ' 5 :A - O 1 ❑ No one available for inspection: Time PM Re -Inspection required: L Yes-' No When corrections have been made, schedule for re -inspection online at: http://Www.cLwheatridge.co.uslinspection Date: 'y' -?` _'?.C"' Inspector: /e r-ILI DO NOT REMOVE THIS NOTICE" i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: S1.&W � L Job Address: -7VU /.,L' :!X? Permit Number: c G/fz C22_3� ❑ No one available for inspection: Time - M/� M Re -Inspection required: ,Yes No When corrections have been `ma e, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: - 6' - � Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 3U3 Job Address: -Z� I (-) C.a1 4_I'Z- C-: i2. Permit Number: 7C//!7 C./y, ---/36 Irl . r_2.^Ln �� /,-" ��n i i . ., !.)., �,--� .✓ C'1'FC'il..! '��E>�'�• A,1i `,,;4 ❑ No one available for inspection: Time ` -rAMIP'M Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www,ci. wheatridge.co. uslinspection Date: q - r2G' � inspector: e-'". DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Solar PERMIT - 202000498 202000498 7810 W 43rd Cir Yarrow Gardens - Install structural required ISSUED: 03/04/2020 EXPIRES: 03/04/2021 PV solar system, 3.2 kw, 8 LG panels; no *** CONTACTS *** OWNER (303)319-4548 THB WESTRIDGE LLC SUB (303)447-0300 JEFF DENOVAN 090413 NAMASTE SOLAR *** PARCEL INFO *** .ZONE CODE. UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2936 / SHARON MANOR / WESTPARK BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,704.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** 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. 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 thisermit. 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 per is disclosed in this document and/or its' accompanying approved plans and specifications. V41,z 0 -�, 6 Signature o WNER or CONTRACTOR (Circle one) 1?6te < 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permitfee. 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 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."ran.fing 6, The issuanc of a"iormit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicableordi a or regulation of this jurisdiction. Approval of work is subject to field inspection. A' Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of //Wheat COMMUNITY DEV[LOI'M[N"r Building & Inspection Services 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(o).ci.wheatridge.co.us FOR OFFICE USE ONLY Date: g / 4q n ^ - \ Plan/Permit # d0A 00q Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 7810 W 43rd Circle Property Owner (please print): Thrive Home Builders Phone: 303.319.4548 Property Owner Email: amarti@thrivehomebuilders.com *Phone number and email are for site CM Tenant Name (Commercial Projects Only) n/a new construction Property Owner Mailing Address: (if different than property address) Address: 1875 Lawrence Street, Suite 900 City, State, Zip: Denver, CO 80202 Arch itect/Enaineer: Na *per plans examiner, plans have already been approved under master permit submittal Architect/Engineer E-mail: n/a Contractor Name: Namaste Solar Electric Inc. City of Wheat Ridge License #: 090413 Contractor E-mail Address: kyle.pegon@nmastesolar.com For Plan Review Questions & Comments (please print): Phone: n/a Phone: 303.447.0300 x 330 CONTACT NAME (please print): Kyle Pegon Phone: 303.447.0300 x 330 CONTACT EMAIL(please print): kyle.pegon@namastesolar.com Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # n/a W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. [—]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. Installation of a new 2.56 kw solar array on each individual unit of the Westridge Yarrow Gardens communty by Thrive Home Builders. Each array will be totally independent of each other, but will have a shared meter bank. Each solar array will be grid -tied, have no battery connection, and will utilize enphase microinverters. We will be installing LG 320 watt solar panels and utilizing unirac's racking system with the ecofasten roof attachment system. Sq. Ft./LF n/a BTUs n/a Gallons n/a Amps n/a Squares n/a For Solar: 3.2 Kw 8 # of Panels n/a Requires structural For Commercial Projects Only: Occupancy Type: n/a Construction Type: n/a Occupancy Load: n/a Square Footage: n/a Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 8704 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) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): Al 'f1 DATE: 3.4.2020 Printed Name: Kyle Pegon ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: r�71 wl�nqq UU X810 � �f3'j AC COMBINER BOX GARAGE) PLAN Y4 ELEVATION W BUILDING 5 - TYPE 5B STANDARD NOTE: DIMENSIONS ARE SHOWN IN PLANE OF ROOF HOMESITE I COMMUNITY NAME WESTRIDGE BUILDER ADDRESS THRIVE HOME BUILDERS: 1875 LAWRENCE STREET, SUITE 900 DENVER, CO 80202 SITE ADDRESS 7810 WEST 43RD CIRCLE WHEAT RIDGE, CO SYSTEM INFORMATION ITEM I QTY MFR. MODEL SYSTEM SIZE 12.56OKW MODULE 1 8 PCS. LG LG320NIK-V5 (320W) INVERTER 1 8PCS. ENPHASE 107PLUS-72-2-US DESIGNER INFORMATION • 9 IVta namaste SOLAR 6707 Wnchester Circle, Boulder, CO 80301 888 Federal Blvd, Denver, CO 80204 www.NamasteSolar.com • 303.447.0300 ORIGINAL BY:HOPE TRISLER DATE: 19.10.03 REVIEWED BY:DUSTIN LANNING DATE: 19.10.04 REV.# BY DATE DESPTION I HLT 20.03.04 ARRAYCRICHANGE N ® DWG TITLE: PAGE #: I SCALE: INDIVIDUAL PLOT PLAN 1 1/16" = I'-0" SYSTEM LAYOUT SUB -ARRAY INFORMATION PV PRODUCTION METER ARRAY #1 ARRAY #2 ARRAY #3 ARRAY #4 MOD QTY 8 NA NA NA D WITHIN 10' TY METER) TILT 18° NA* NA' NA' METER 8 AZIMUTH 90° NA' NA' NA' ERVICE PANEL D BY BUILDER) BUYER ACKNOWLEDGES THAT THE SOLAR MODULES TO BE DISCONNECT D ISSUBSTANTIALLY OR INSTALLED ON THE ROOF OF THE HOME WILL BE IN THE LOCATIONS INDICATED BY THE ILLUSTRATION. BUYER: ---------------- DATE: BUYER: DATE: DESIGNER INFORMATION • 9 IVta namaste SOLAR 6707 Wnchester Circle, Boulder, CO 80301 888 Federal Blvd, Denver, CO 80204 www.NamasteSolar.com • 303.447.0300 ORIGINAL BY:HOPE TRISLER DATE: 19.10.03 REVIEWED BY:DUSTIN LANNING DATE: 19.10.04 REV.# BY DATE DESPTION I HLT 20.03.04 ARRAYCRICHANGE N ® DWG TITLE: PAGE #: I SCALE: INDIVIDUAL PLOT PLAN 1 1/16" = I'-0" SYSTEM LAYOUT COMMUNITY NAME BUILDER ADDRESS BUILDERS:THRIVE HOME 1875 LAWRENCE STREET, SUITE •1/ CO 80202 ADDRESSSITE q :1 WEST 43RD CIRCLE WHEAT RIDGE, CO . • , �_ �;, - � � rim ,.,. _ 1111 �l�iTll1 1 �. Il • i r �� OL / t •1avU]' 1I: ►l�� iil�l� :> >iill►� _� .. Ili , ..• ' • . ■ �� 1� • - �' I Ln 00 822 SQFT • 0) OVERSIZE co� 1 •cam'' •``� jj jjj jjj jj �. _ Yt � • v1i �1 • �h. �a��aVi�,�`7 \ � ��r.. 4,� \1```►a�`l. ws.► �.a , +IT.LY I KNOWN •`2=1 SO • � ��\\\ \\ ,/ . _� 1•• i. �f!'c \ '.111 q •l -� �.� \��J Il, ��' \\\i,. `�.'. ��►��ra��r ✓wc:.• 1 I �..`u" I E IF . ' ``,1 N • �. Nam • 1/• • iPVC INFORMATION DESIGNER • ACT C If19T Ry 41 20' SANfTA SWALE PER DETAILED SEWER EASEME • I N89-46 7 50-00 SOLAR 1 PIE 6707 Winchester Circle, Boulder, CO 803011 888 Federal Blvd, Denver, CO 80204 L .. 303.447.0300 DWG ®� INDIVIDUALPLOT PLAN MODULE SPECIFICATIONS AND CALCULATIONS ITEM NOTE/CALCULATION UNIT DETAIL LOCATION ENPHASE INVERTER MODEL INVERTER SPEC TEMP, AMBIENT HIGH (THAX) ASHRAE 2% °C 20 TEMP, AMBIENT LOW (THIN) ASHRAE EXTREME MIN °C 30 TEMP, MODULE TEST (TTEST) MODULE SPEC °C 25 TEMP. DELTA LOW (TDELTA) THIN-TTEST °C 5 MODULE MANUFACTURER MODULE SPEC I LG MODULE PART NUMBER MODULE SPEC INVERTER GROUNDING L6320NIK-VS MODULE POWER STC (P) MODULE SPEC WATTS (DC) 320 MODULE OPERATING VOLTAGE (VMP) MODULE SPEC VOLTS (DC) 33.3 MODULE OPEN CIRCUIT VOLTAGE (Voc) MODULE SPEC VOLTS (DC) 40.8 MODULE COEF. VOLT/TEMP (COEF) MODULE SPEC (%/C') / 100 -0.0027 MODULE MAX VOLTAGE (VHACMOD) VOC r VOC ° (TO ° COEFF) VOLTS (DC) 40.25 MODULE OPERATING CURRENT (IMP) MODULE SPEC AMPS (DC) 9.62 MODULE SHORT CIRCUIT CURRENT (USC) MODULE SPEC AMPS (DC) 10.19 MODULE MAXIMUM CURRENT (IMAX) (Isc * 1.25) AMPS (DC) 12.74 MINIMUM AMPACITY REO'D. PER NEC (IMAX ° 1.25) 1 AMPS (DC) 15.92 SERIES FUSE RATING, MAX MODULE SPEC I AMPS (DC) 120 INVERTER SPECIFICATIONS AND CALCULATIONS ITEM NOTE/CALCULATION UNIT DETAIL INVERTER MAKE INVERTER SPEC ENPHASE INVERTER MODEL INVERTER SPEC 107PLUS-72-2-US INVERTER MAX POWER (WAC MAX) INVERTER SPEC WATTS(AC) 295 INVERTER INPUT VOLTAGE (VOC MAX) INVERTER SPEC VOLTS (DC) 60 INVERTER OUTPUT VOLTAGE(VAC NOM) INVERTER SPEC VOLTS(AC) 208 INVERTER OUTPUT FREQUENCY INVERTER SPEC HERTZ 60 INVERTER OUTPUT CURRENT (IAC) INVERTER SPEC AMPS (AC) 1.19 INVERTER PHASE QUANTITY INVERTER SPEC PHASE I COMPLIANCE INVERTER SPEC -174111EEE1541 INVERTER GROUNDING INVERTER SPEC ISOLATED INVERTER OTY. MAX PER BRANCH CIRCUIT MODULE QTY8c OTY 8 BRANCH CIRCUIT OUTPUT (IMAXBC) (IAC * MODULE QTYsc) AMPS (AC) 11.12 INVERTER QTY. TOTAL MODULE OTYT OTY e TOTAL SYSTEM OUTPUT (IMAXTS) (IAC * MODULE QTYT) AMPS (AC) 11.12 1) CONDITION OF USE (COU): (AMPACITY * TEMP. DERATE * FILL DERATE) vs. REO'D (IMAX) 2) TERMINALS (TERM): AMPACITY AT TERMINALS. vs. REO'D, (IMAX * 1.25) KEY SIZE CU/AL INSULATION CALL. TYPE AMPACITYTEMP, FILL RESULT (A) REO'D (A) W/O DERATES DERATE DERATE OCD USED (A) A *12 CU THWN-2 COU 30 0.91 1.00 27.30 11.120000 TERM 25 25 13.90 20 8 710 CU NM -B COU 40 0.91 1.00 36.40 11.120000 TERM 35 35 13.90 20 C NFIO CU NM -B COU 40 0.91 1.00 36.40 11.12 11 TERM 35 1 1 35 13.90 UTILITY NOTES: BY SOLAR CONTRACTOR O UTILITY PV PRODUCTION METER HOUSING (200A, SELF CONTAINED, LEVER BYPASS) WILL BE IN COMPLIANCE WITH SECTION 4.11 OF THE 2018 XCEL ENERGY STANDARD. 2) PV SYSTEM WILL BE WIRED TO THE LINE S1DE OF UTILITY PRODUCTION METER HOUSING. 1) METER SOCKET FOR THE PV PRODUCTION METER SHALL BE MARKED WITH A STAMPED BRASS, ALUMINUM. OR STAINLESS STEAL TAG. SECURELY ATTACHED TO THE METER SOCKET INDICATING THE ADDRESS INCLUDING THE UNIT AND 'PV PROD'. THE STAMPED TAG SMALL BE ATTACHED TO THE EXTERIOR, NON -REMOVABLE PORTION OF THE METER SOCKET OR AT THE INDIVIDUAL METER MAIN DISCONNECT. ANY OTHER MEANS OF IDENTIFICATION IS NOT ACCEPTABLE IN ACCORDANCE WITH THE REQUIREMENTS FOR METER IDENTIFICATION IN SECTION 4.14.4 OF THE 2018 XCEL ENERGY STANDARD. 4) PV PRODUCTION METER LOCATED WITHIN 10' OF MAIN BILLING METER. 5) 'PHOTOVOTAIC SYSTEM CONNECTED' PLACARD LOCATED AT THE MAIN BILLING METER. 6) 'PV AC DISCONNECT' PLACARD LOCATED AT THE AC DISCONNECT. 7) ALL UTILITY REQUIRED PLACARDS WILL BE YELLOW WITH BLACK TEXT. ROOF ' INTERIOR - GARAGE ELECTRICAL DIAGRAM 2.560 KW HOMESITE I EXTERIOR CAUTION: POWER TO THIS BUILDING IS SUPPLIED BY THE UTILITY AND A SOLAR PV SYSTEM. DISCONNECTS ARE LOCATED AS SHOWN. AC COMBINER BOX (INTERIOR - GARAGE) UTILITY PV PRODUCTION METER (LOCATED WITHIN 10' OF UTILITY METER) UTILITY METER B MAIN SERVICE PANEL (VERIFIED BY BUILDER) SOLADECK WIRE ® (TRANSITION PV DISCONNECT UNDER (TTRANSRANSARRAY)) EXTERIOR Ls SERVICE BY QUALIFIED PERSONNEL ONLY CONTACT:SUNSTREET ENERGY GROUP 1-877-SLR-POWR WARNING: POWER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE 2-3 PCS., NEC 705.12 (B)(2)(3)(B) WARNING: ELECTRIC SHOCK HAZARD TERMINALS ON BOTH THE LINE AN LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION PV POWER SOURCE - AC SPECS AC OPERATING VOLTAGE: 208 V AC OPERATING CURRENT: 11.12 A I PC., NEC 690.54 PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN I PC., NEC 690.12 PV AC DISCONNECT I PC., NEC 690.13 (B) PANEL FED BY PV AND UTILITY 2 PCS., NEC 705.12 (B)3 PHOTOVOLTAIC SYSTEM CONNECTED I PC., AS REQUIRED BY UTILITY WARNING: PHOTOVOLTAIC POWER SOURCE NO. OF PCS. WILL VARY, NEC 690.31 (G) PV PRODUCTION METER I PC., AS REQUIRED BY UTILITY NOTE: SEE MASTER SET FOR ADDITIONAL PLACARD INFORMATION INSTALLATION NOTES: BY SOLAR CONTRACTOR - 1) ALL PV ROOF ATTACHMENTS WILL BE SPACED ALONG MODULE RACKING RAILS AT NOT GREATER THAN 48" O.C. 2) ALL PV ROOF ATTACHMENTS WILL BE STAGGERED BY ROW AMONGST THE ROOF FRAMING MEMBERS, TO MAXIMUM EXTENT POSSIBLE. 3) ROOF PENETRATIONS ASSOCIATED WITH SOLAR RACKING WILL BE SEALED WITH AN APPROVED SEALANT. 4) NEMA 3R JUNCTION BOX WILL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. IT WILL BE FLASHED AND SEALED. 5) PV ARRAY WILL BE A MINIMUM OF 3" ABOVE THE COMPOSITE SHINGLE ROOF SURFACE. 6) THE RACKING SYSTEM AND SOLAR PV ARRAY WILL BE INSTALLED ACCORDING TO THE MANUFACTURER'S MANUAL INSTALLATION GUIDES. 7) MID CLAMPS REQUIRE A I INCH 01 SPACE BETWEEN PV MODULES. RAILS SHALL BE FLUSH WITH EDGE OF ARRAY. SOLAR CONTRACTOR IS RESPONSIBLE FOR PROPER RAIL LENGTH AND INSTALLATION. 8) AN ANIMAL GUARD SHALL BE INSTALLED AROUND THE PERIMETER OF EACH PV ARRAY IN SUCH A WAY AS TO MAINTAIN THE MODULE MANUFACTURER'S WARRANTY. BY ROOFING CONTRACTOR - 1) APPROVED ROOFING UNDERLAYMENT INSTALLED BY OTHERS. REFER TO ROOF FRAMING PLANS FOR SPECIFICS. ELECTRICAL NOTES: GENERAL - 0 ALL PV EQUIPMENT WILL BE TESTED AND LISTED FOR ITS USE BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL). 2) THE GROUNDING OF THE PHOTOVOLTAIC SYSTEM SHALL COMPLY WITH THE APPLICABLE VERSION OF THE NEC/CEC. 3) ALL GROUNDING ELECTRODE CONDUCTORS WILL BE INSTALLED IN A CONTINUOUS LENGTH EXCEPT WHERE SPLICED BY AN IRREVERSIBLE CONNECTOR OR EXOTHERMIC WELD. 4) NON-CURRENT CARRYING METAL PARTS SHALL BE CHECKED FOR PROPER GROUNDING, NOTING THAT TERMINAL LUGS BOLTED ON AN ENCLOSURE'S FINISHED SURFACE MAY BE ELECTRICALLY INSULATED BECAUSE OF PAINT/FINISH. PAINT/FINISH AT POINT OF CONTACT SHALL BE PROPERLY REMOVED. 5) ROOF PENETRATIONS WILL BE COMPLETED AND SEALED PER APPLICABLE CODE. 6) ALL CONDUCTORS WILL HAVE A 90"C RATING TO ENSURE CODE COMPLIANCE. 7) PV INVERTERS ARE TESTED AND LISTED FOR COMPLIANCE WITH RAPID SHUTDOWN REQUIREMENTS OF SECTION 690.12 OF THE 2017 NEC. SOLAR CONTRACTOR - 8) MODULE CERTIFICATIONS WILL INCLUDE UL1703, IEC61215, IEC61730. 9) CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS. 10) RACEWAY POINT OF PENETRATION FROM EXTERIOR TO INTERIOR WILL BE SEALED TO PREVENT INGRESS OF WATER AND INSECTS. II) MODULE AND MODULE LEVEL POWER ELECTRONICS WIRING SHALL BE LOCATED AND SECURED UNDER THE ARRAY USING SUITABLE WIRING CLIPS. WIRING SHALL NOT MAKE CONTACT WITH THE ROOF SURFACE AND SHALL BE MANAGED IN A WORKMAN -LIKE MANNER. 12) EQUIPMENT GROUNDING CONDUCTORS WILL BE SIZED IN ACCORDANCE WITH NEC 250.122. 13) CONDUCTOR TERMINATIONS WILL BE TORQUED PER DEVICE LISTING, OR MANUFACTURER'S RECOMMENDATIONS. 14) CABLE OR OTHER MEANS TO CONNECT INVERTER TO INTERNET 15) INSTALLATION SHALL BE COMPLETED IN A NEAT AND WORKMAN -LIKE MANNER. 16) SPACE REQUIREMENTS FOR ALL ELECTRICAL EQUIPMENT WILL COMPLY WITH NEC ARTICLE 110.26. SIGNAGE - 17) PV SYSTEMS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH NEC ARTICLE 690 AND OTHER APPLICABLE STATE AND LOCAL CODES. 18) ALL SAFETY MARKING / PLACARDS SHALL BE PERMANENTLY ATTACHED BY ADHESIVE OR OTHER MECHANICAL MEANS. 19) MARKING / PLACARDS WILL BE METAL OR PLASTIC WITH ENGRAVED OR MACHINE PRINTED LETTERING OF MINIMUM HEIGHT } 20) ALL WIRING/RACEWAYS/JUNCTION BOXES WILL BE MARKED "WARNING: PHOTOVOLTAIC POWER SOURCE," OR EQUIVALENT; WIRING/RACEWAYS SHALL BE MARKED EVERY 10'. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: `2 ° (--, 4-6P 6".,% E- L .44 Job Address: Permit Number: �� / !t /' ❑ No one available for inspection: Time �— AMtDM Re-Inspection required: Yes (ND When corrections have been made, schedule for re -inspection online at: httpYlwww. ci. wheatridge.co. uslinspection Date:3 Inspector: -- i - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: `2 ° (--, 4-6P 6".,% E- L .44 Job Address: Permit Number: �� / !t /' ❑ No one available for inspection: Time �— AMtDM Re-Inspection required: Yes (ND When corrections have been made, schedule for re -inspection online at: httpYlwww. ci. wheatridge.co. uslinspection Date:3 Inspector: -- i - DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: `' 4V-_ )A 6 Job Address:' y� �--�- Permit Number:'�'> ❑ No one available for inspection: Time 6�5� AMI`%PM Re -Inspection require ;� 6sq,-'` o s When corrections have leen made', schedule for re -inspection online at: httpY www.ci.wheatridge.co.urnspection Date:_' nspector:�"� � s DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 2-2, JL Job Address: "7 flT-:1 Permit Number: ❑ No one available for inspection: Time 4wom Re -Inspection required:`( Yes =No When corrections have been made, schedule for re -inspection online at. http✓/www.ci. wheatridge.co. usfinspection Dater-�=? Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /0? �c Job Address: 2_;no Permit Number: ""J U No one available for inspection: 1- S 5 AA M Re -Inspection required: Yes o When corrections hav4 been made, sc edule for re -inspection online at: httpJ/www. ci. wheatridge. co. us4nspection Date: -�� Inspector: - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 20 u z--? , Job Address: `_7pg! f Permit Number:�L�� ❑ No one available for inspection: Time Q*��M Re -Inspection required: Ye No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usVinspection Date: ?s 1 � _QepInspector: DO NOT REMOVE THIS NOTICE i CITY `OF.YWHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 17f) qt5 Permit Number: ❑ No one available for inspection: Time M Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpYAvww,ci, wheatridge.co. u&.11"nspection Date:— l� , ' =.t Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspectiort Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: —=c.,(,, Job Address: -� 1 Permit Number: 7� -�4 l ❑ No one available for inspectio.nz TuneQ/PM R Re -Inspection required: Yes No When corrections have been made, schedu for r -'section online at: http✓/www.ci.wheatridge.co.us inspection Dat ( • '2 67_44 ispe tor: CITY OF°`WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE . l Inspection Type: 0-� Job Address: �)/-19 L,1` 16� Permit Number: ❑ No one available for inspection Time AWPM Re -Inspection required Yes No When corrections have been made¢schddule for re -inspection online at: http✓/www.ci, wheatridge.co.ueinspection vr� Date: '� ,. _ �, Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge RESIDENTIAL FIRE SPRINKLER PERMIT - 202000205 PERMIT NO: 202000205 ISSUED: 01/29/2020 JOB ADDRESS: 7810 W 43rd Cir EXPIRES: 01/28/2021 JOB DESCRIPTION: Install new NFPA 13D fire sprinkler system *** CONTACTS *** OWNER (719)964-3531 THB WESTRIDGE LLC SUB (303)389-9910 DWON LEWIS 060106 EXTREME FIRE PROTECTION CO. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2936 / SHARON MANOR / WESTPARK BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,750.00 FEES Total Valuation 0.00 Use Tax 78.75 Permit Fee 109.20 ** TOTAL ** 187.95 *** COMMENTS *** *** CONDITIONS *** 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. 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 furth r attest that I am legally authorized to include all entities named within this document as parties to the work to be performed an all w ormed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. Z. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 amanner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. d5. The permit ho iy er shall notify the Building and Inspection Services Division in accordance with established policy of all re uired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection �ervices Division. 6 The issuance anting of a p it shall not be construed to be a permit for, or an approval of, any violation of any provision of any nan applicable c e any, ordir regulation of this jurisdiction. Approval of work is subject to field inspection. ti Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �f W heat Rdge MUNiTy DEVEtni'MENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsCaD-ci.wheatridge.co.us I FOR OFFICE USE ONLY Date: 1 / I C/ / Plan/Permit#10 ''1 7�of"1�j U Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** � � Property Address: 1 j 0 t 3 � 1^ Property Owner (please print): J A/'6 ✓ e He 4A -,t s Phone: ��(>7•��5 Property Owner Email: d%42 f- (- a ✓C z �, /{.-S, C4C>-tA,, Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 16-75- _5r-Aec._p 51 -le- /0o City, State, Zip: ,��y e4?— , &Z -O& ArchitectfEngineer: f� (10 16 eL :5�-d �— Arch itect/Eng 1 neer E-mail: Phone: Contractor Name: City of Wheat Ridge License #: Phone: -36-3 3S9 '`1916 Contractor E-mail Address: 6Htgr-3 goo -P A ►1�l For Plan Review Questions & Comments (please print): CONTACT NAME (please print): S h P-C�) L.C.+ S Phone: 303 "3f F -C Z7 CONTACT EMAIL(p/ease print): �St/t -D L-- c 9A1 -,-E JAAr- Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: 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, if applicable. ❑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. Sq. FULF BTUs Gallons P'-1 At=' 5P94A K4r(— Amps 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) 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) (CONTRACT )!Lr (AUTHO ED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): F/I J DATE: , 2q ,' Zc) Z �L� Printed Name: 1�9/ fD -7, LIV ,L e:� !l ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: fo `—, Job Address: Permit Number:; ❑ No one available for inspection: Time i) ,(-5XPM Re -Inspection required: Yes' IVo When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge.co. uslinspection Date: ) -/(, - = ,e Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: d4 I-(,— Job Address:C=�-- Permit Number: r ❑ No one available for inspection: TimeAM Re -Inspection required: Yes' No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usaYinspection Date: ,{ _-``' Inspector: --- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: / `'3 .5 Job Address: -7 5, t -3 E, Permit Number:! ❑ No one available for inspec,ion: Time M)PM r Re -Inspection required: When corrections have bee' de,Xs�chedule for re -inspection online at: http✓/www.ci, wheatridge.co. uslinspection Date:. %:�- v' r' /-i' Inspector: r -- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building InspectionDivision (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: L/_!�7 rZs Permit Number:1- c� ❑ No one available for inspection: TimeTM Re -Inspection required: Ye _,_No When corrections have been made, schedule for re -inspection online at; h ttp ✓/www. ci, wheatridge. co, uslinspection Date:'`i'.=- r' ' 1i2 Inspector: f` DO NOT REMOVE THIS NOTICE E i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: ZS 6 Permit Number: ❑ No one available for inspection: Time ©'? S A PM Re -Inspection required: Yes1 No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. us!►nspection Date:—/ 2'- ; (, - Inspector DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 201902436 PERMIT NO: 201902436 ISSUED: 12/06/2019 JOB ADDRESS: 7810 W 43rd Cir EXPIRES: 12/05/2020 JOB DESCRIPTION: Yarrow Gardens - 3 story townhome, 2 bedroom, 2.5 bath with deck, 2 car attached garage - 2,242 sq ft total (Model Y4 -W) *** CONTACTS *** OWNER (303)707-4422 TH YARROW GARDENS LLC GC (303)707-4422 GENE W. MYERS 180370 THE WESTRIDGE LLC SUB (303)717-5428 JAMES/JACLYN TIRONE 180385 LEGACY ELECTRIC LLC SUB (303)978-1051 TODD WOODFORD 070071 C&T PLUMBING LLC SUB (303)761-9276 CHRISTOPHER REISTER 170100 STEEL T HEATING, INC. *** PARCEL INFO *** ZONE CODE: MU -N / Mixed Use Neighborh USE: UA / Unassigned SUBDIVISION CODE: 2 / Multi -Family Vacant BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 193,964.00 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 4,073.24 Permit Fee 1,738.35 Engin. Review Fee 50.00 ** TOTAL ** 5,981.59 *** 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 installed in accordance with the approved landscape plan (Case No. WSP-18-09 or WZ-18-24) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. A e City of Wheat Ridge /0' Single Family - New PERMIT - 201902436 PERMIT NO: 201902436 ISSUED: JOB ADDRESS: 7810 W 43rd Cir EXPIRES: JOB DESCRIPTION: Yarrow Gardens - 3 story townhome, 2 bedroom, 2.5 attached garage - 2,242 sq ft total (Model Y4 -W) 12/06/2019 12/05/2020 bath with deck, 2 car 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 perm►t. I further attest that I am legally authorized to include al[ entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OAER or CO I RACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying )tans 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 Division. 6, The issuance or granting of a permit ahall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code orany-or ance or Iyulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Of K cial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. • city of, Wheat di e COMMUNiTy Dr.vFLOPMFNT 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: perm its(c)-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: PlanlPerrm}}it # Plan Review Fe Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 7810 W 43`d Circle Property Owner (please print): THB Westridge LLC Property Owner Email: dvonfeldt@thrivehomebuilders.com Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 1875 Lawrence St., #900 Denver CO 80202 City, State, Zia: Denver CO 80202 Godden Sudick/EV Studio Arch itect/Enaineer: Phone: 303-707-4422 Architect/Engineer E-mail: kylie.tawney@evstudio.com Phone: 303-670-7242 Contractor: THB Westridge LLC City of Wheat Ridge License #:459386 c 7, Phone: W3. lol. IgDgo Contractor E-mail Address: dvonfeldt(o),thrivehomebuilders.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Deia Vonfeldt Phone: 303-707-4462 CONTACT EMAIL(p/ease print): dvonfeldt@thrivehomebuilders.com Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Legacy Electric Plumbing: C&T Plumbing W.R. City License # 180385 W.R. City License # Mechanical: STeel T Heating & Air W.R. City License # Other City Licensed Sub: ❑.COMMERCIAL © RESIDENTIAL 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. LZ1.1'8 1K Z Y4 -W (Part of 5 Plex, 2 car att garage, 2 bdrm, 2.5 bath, A/C, Wrap Exterior Deck (11t level w/ Patio below, Landscape/irrigation per plan, Navian Tankless HWH Commercial Projects Only: Occupancy Type: Sq. Ft./LF 1730 / 512 ara e') ) �� BTUs Amps Zoo Squares Construction Type: S.F 80,000 furnace/199,900 hwh Gallons 5. Project Value: (Contract value or the cost of all materials and labor included in the entire project) $162,677 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. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) ( TRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) COO TRACTOR) Signature (first and last name):_Um Y DATE: Printed Name: cL/bQA VO i�� Oi�� DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPARTMENT COMMENTS Reviewer: 11 + L4 Permit�may 110 -ISSUED. Public Works takes no exception with the Building Permit PUBLIC WORKS COMMENTS: Application for the above address In Building _? , and hereby approves the application. Prior to issuance of the last C.O. for the building, a Grading Certification Letter shall be required from the Engineer of Record certifVjnq that the Reviewer: final grading has been completed and is in general cc ormance with the approved I q 31 qi&tr] l2 Grading Pian. and that the drainage shall function per hPfBYKliri�4f��%aluation: �—IIT�PlaI ,� City of C®MMERCIALIMULTI FAMILY �, 6at 1 e- BUILDING PERMIT APPLICATIONREVIE W Date: 4- DAG 2019 Location: :M10 W, 43 G /L2 .2 L - ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a IV,6k ' IO /A/� located at the above referenced address. Please note the comments checked below. 1. Site Survey: _i/ OK _ Not OK; refer to stipulations. 2._ /� Drainage: a. Final Drainage Report and Plan required — Yes _ No b. Drainage Letter and Plan required Yes _ No C. Site drainage/grading have been reviewed and are: _yl OK _ Not OK; see stipulations 3. CDPS Permit & SWMP Approved: ,j/ Yes _ No _ N/A 4. ✓ Public Improvements to be completed: a. street paving/patching: ✓ Yes _ No b. curb & gutter/drivecut: Yes No C. sidewalk: Yes — No d. standard street lights: v/ Yes _ No e. pedestrian lights: Yes V No f. storm sewer: Yes No g. Letter of Credit (LOC) required: Yes _ No h. Funds in lieu of construction: Yes V No If an LOC or funds in lieu of are required, for what improvements? 21 r� vY QU YL1 AW:12W Al. 42 A�/ Amount of the LOC or funds: 5. _/ SIATIA required: _Z Yes _ No 6. �_ Traffic impact analysis required & approved; — Yes No 7. Street Access Permit required: _ Yes No If yes, was it approved by the Director of Public Works? _ Yes _ No 8. _� Does all existing roadway/alley R.O.W. meet the standards of the City: __y/ Yes No If not, what is required: R C) 61 b✓ALS ©Gtr t/ T 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. 9. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. Signat re /6 AAA– VAN I jA I—TAN Date 10.-A#NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the following reason(s): Signature David F. Brossman, P.L.S. Date 11. Stipulations: ,2jEpr__Q. Td A3IeA 12. NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage Certification Letter with by As -Built plans shall be required prior to the issuance of the Certificate of Occupancy. Rev 06/2013 City of h6at F<iSl PtlBt 1C WORKS ge City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: ICG 201!7 ADDRESS: 7r5/© W. 43 "—� G/t2 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 ww tv.cl:wtieatridge:cb.us Rev 2/08 .` 4V City of // h6 t R1C,cyc -/ PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29`t' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Location of Construction: 713 /o M ¢3 r—d C219 . Purpose of Construction: NZ' W %2" 960ht Single Family Commercial Multi -Family_ Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 CommerciatfMulti-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 o Traffic Impact Study Review Fee: .................................................... $600.00 * Trip Generation Study Review Fee: .................................................. $200.00 o Stormwater Management Plan (SWMP) Review Fee: ....................... $200.00 ® O & M Schedule Review & SMA Recording Fee ............................. $100.00 e 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: o Resubmittal Fees: 3' submittal ('/z initial review fee): .................................................... $300.00 41b submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 X = $ (Full initial review fee) TOTAI. 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. www.ci.wheatridge.co.us Rev 05/19 O T- E L 0 LU `US= ui < c 1 4 H E 0 cn LU `US= H E 0 cn 3:0 E 0 UX W w zo; >oi, LU `US= H 0 cn 3:0 E 0 LU `US= LLI Z 0 cn C? Ma. ;- I". r 0 N z W V o t 0 0 7E- O.S.S zos z rolE LU N F ., E E A.G. WASS E NAAR INC. GEOTECHNICAL ENVIRONMENTAL CONSULTANTS TH Yarrow, LLC 1875 Lawrence Street, Suite 900 Denver, Colorado 80202 Attention: Mr. Jay Garcia Subject: Soil and Foundation Study Proposed Residential Structure Lots 1-5, Block 2 Yarrow Gardens Wheat Ridge, Colorado Project Number 185522 Purpose 2180 South Ivanhoe Street, Suite 5 Denver, Colorado 80222-5710 303-759-8100 www.agwco.com May 8, 2019 RECEIVED NOV 1 9 2019 Per As requested, A. G. Wassenaar, Inc. (AGW) performed a soil and foundation study at the subject site. The purpose of our study was to observe subsurface conditions encountered and to recommend geotechnical design criteria for the design and construction of the foundation for the proposed four-plex residential structure. For purposes of this study, we understand and assume the overexcavation recommendations provided in our report, "Geotechnical Site Development Study for Proposed Townhome Development, Yarrow Gardens, Northwest of West 42nd Avenue and Yarrow Street, Wheat Ridge, Colorado", for the subject site, AGW Project Number 181182, dated May 11, 2018, have been followed. Density -compaction test reports (AGW Project Number 181182) were considered during the preparation of this study. The fill materials tested were placed in general accordance with the requirements of HUD Data Sheet 79G. This letter presents a summary of our findings and recommendations. Proposed Construction The proposed structure will be up to three stories supported upon a reinforced concrete foundation. It is our understanding no below grade areas are planned. The structure will be wood framed with a structural slab beneath the living areas. If plans change, the recommendations in this report must be reviewed by AGW prior to design and construction of the foundation. Subsurface Conditions The field exploration included drilling three 4 -inch diameter auger borings across the bu'lding footprint. The subsurface conditions encountered are shown on Figures 1 through 3, in tiding of the results of penetration tests at the locations of sampling. Wheat Ride Laboratory Testing Samples obtained during drilling were returned to the laboratory. They were visually class`iified_oo," and testing was assigned to selected samples in an effort to evaluate the engineering properties l I of the subsurface materials encountered. The test results are summarized on Figures 1 through 3. l �6 Based upon visual observation of the subsurface conditions encountered and laboratory testing 0 201 90W*_2zy3� v� � 6#�b Zed ?jr01► # 20141a VVIOM2,01 o V/S 9 TH Yarrow, LLC Project Number 185522 May 8, 2019 Page 2 for this and/or adjacent lots, it is our opinion that the subsurface materials generally exhibit low potential for expansion and compression. Refer to the Colorado Geological Survey Special Publication 43 for a description of expansive soils and their impact on structure performance. Foundation Recommendations Based on our evaluation of the subsurface conditions, the proposed structure may be founded upon spread or pad -type footings bearing on the natural undisturbed soils or on properly placed and compacted fill. The footings should be designed for a maximum bearing pressure of 2,000 psf. Footing dimensions and foundation structural elements should be determined by a structural engineer. Concrete in contact with the subsurface materials may be designed for negligible (SO or RSO) sulfate exposure as defined by either ACI 318 (Table 19.3.1.1) or ACI 332 (Table 5.2.1) as determined from the appropriate building code for this jurisdiction. Bearing materials loosened by machine excavation should be removed prior to placing footing concrete. Occasionally, pockets of dry, hard fill or very moist, soft fill may be encountered in the foundation excavation. If this condition occurs, the footings should extend to properly moisture treated fill. Exterior footings should bear at least 3 feet below exterior grade for frost protection. The bearing materials beneath footings should be protected from freezing during construction. All footing excavations should be observed by AGW prior to placement of concrete. The foundation walls backfilled with on-site materials should be designed for a lateral earth pressure based upon an equivalent fluid density of 60 pounds per cubic foot (pcf) for the "at rest" condition or 45 pcf for the "active" condition. The "active" condition should only be used where wall movements of at least 0.5% of the wall height are allowed. These values have been provided without considerations for sloping backfill, surcharge loading or hydrostatic pressures. Construction of a drain system and proper surface drainage as discussed later in this report may lower the potential of developing hydrostatic pressure in the backfill materials. Minor cracking of concrete foundation walls should be expected. Garage Slabs If the Builder and/or Owner accepts the risk of slab movement, garage slabs supported by the subsurface materials should be constructed using the following criteria: Slabs should be separated from exterior walls and interior bearing members with a joint which allows free vertical movement of the slab. Slab bearing partitions and garage door jambs should be constructed with a minimum 2 -inch void space. Door jambs may be constructed above slab joint material if desired. Stairways bearing upon the garage slab should be constructed in such a way as to allow at least 2 inches of slab heave. In the event of slab heave, the movement should not be transmitted directly through the partitions to the remainder of the structure. 3. Any plumbing or other utilities should be isolated from the slab. TH Yarrow, LLC Project Number 185522 May 8, 2019 Page 3 4. If a forced -air heating system is used and the furnace is located on the garage slab, we recommend a collapsible connection between the furnace and the duct work to allow for at least 3 inches of slab heave. Utility connections should also have flexible connections capable of accommodating the same magnitude of movement as specified above. Provide frequent control joints in the slab. Following these recommendations should reduce damage caused by movement of the garage slab; however, the void spaces recommended are not intended to predict total slab movement. Care should be taken to monitor and reestablish partition voids and flexible connections when necessary. Fill Placement Any fill placed beneath the foundation and slabs -on -grade should be well compacted. Prior to placement of fill, the ground surface should be scarified a minimum of 6 inches or pipes in trenches should be properly bedded. The new fill should be of similar soil type as the existing subgrade material. New fill should be placed in maximum 8 -inch loose lifts. The scarified ground surface and the new fill should be compacted to a minimum of 95% of Standard Proctor (ASTM D698) maximum dry density for cohesive soils or Modified Proctor (ASTM D1557) maximum dry density for granular soils. The moisture content of the compacted material should be between optimum and 4% over optimum moisture content for cohesive soils or within 2% of optimum moisture content for granular soils. Density compaction testing must be performed upon any new fill placed beneath the foundation of the structure. Backfill around the foundation should be moistened and compacted in such a manner as to reduce future settlement. Subsurface Drainage It is our understanding that no below grade areas are planned for the proposed four -unit townhome. Present ground water conditions, in our opinion, should not be a problem for the proposed structure. We believe if the ground surface and roof drainage are properly cared for, no subsurface drainage systems should be necessary unless below grade areas are planned. Surface Drainage The wetting of foundation soils and/or bedrock materials may be reduced by carefully planned and maintained surface drainage. The following recommendations should be implemented during construction and maintained by the Homeowner or Homeowners Association after the structure is completed: Excessive wetting or drying of the open foundation excavation should be avoided as much as practical during construction. TH Yarrow, LLC Project Number 185522 May 8, 2019 Page 4 2. The ground surface surrounding the exterior of the foundation should be maintained in such a manner as to provide for positive surface drainage away from the foundation. At completion of construction, we recommend a minimum fall away from the foundation of 6 inches in the first 5 feet. This slope should be continuous across the backfill zone. 3. Areas which settle should be filled as soon as possible in order to maintain positive drainage away from the foundation. 4. If lawn edging is used around the exterior of the foundation, it should be constructed in a manner to prevent ponding of surface water in the vicinity of the backfill soils. 5. Drainage swales should be constructed and maintained a minimum of 5 feet away from the foundation on side yards and 15 feet away from the foundation on back and front yards. Natural drainage swales should maintain a slope of at least 2% off of the lot. Swales must not be blocked by fences, landscaping, paths or other Homeowner or Homeowners Association installed items. 6. Roof downspouts and drains should discharge well beyond the limits of foundation backfill. 7. Watering adjacent to the foundation should be reduced as much as practical. Landscaping which requires excessive watering should not be located within 5 feet of foundation walls. Sprinkler lines, zone control boxes, and drains should be located outside the limits of the foundation backfill. Sprinkler heads should be positioned such that the spray does not fall within 5 feet of foundation walls. 8. Plastic membranes should not be used to cover the ground surface immediately surrounding the foundation. These membranes tend to trap moisture and prevent normal evaporation from occurring. We recommend the use of a weed suppressant geotextile fabric. Limitations We believe the professional judgments expressed in this report are consistent with that degree of skill and care ordinarily exercised by practicing design professionals performing similar design services in the same locality, at the same time, at the same site and under the same or similar circumstances and conditions. No other warranty, express or implied, is made. The location of the test borings drilled and the laboratory testing performed for this study were designed to obtain a reasonably accurate picture of subsurface conditions for design purposes. Variations in subsurface conditions not indicated by the borings are possible and expected. Therefore, we should be retained to observe the foundation excavation and construction. If unexpected subsurface conditions are observed by others during construction, we should be called to review our recommendations. TH Yarrow, LLC Project Number 185522 May 8, 2019 Page 5 This report was prepared for the exclusive use of our Client for the sole purpose of providing geotechnical design criteria for the subject structure based upon the existing site conditions as encountered. The conclusions and recommendations contained in this report shall not be considered valid for use by Others without written authorization from AGW. In addition, the state of practice in geotechnical engineering is constantly evolving. Therefore, findings presented in this report should be reviewed and revised, if necessary, prior to actual construction. The recommendations provided in this report are based upon the specified extents of the overexcavation for the original building footprint. The future Homeowner or Homeowners Association should not construct any additions to the structure utilizing the recommendations given in this report. Additional studies must be provided if any additions are to be constructed. If we can be of further service in discussing the contents of this letter or in analysis of proposed structure from the soil and foundation viewpoint, please call our office. Sincerely, r::J--i30731 CA. G. WASSENAAR, Michael R. Conner,%Ro Senior EngineerS/pNA1- Digitally signed by: MichaDate: 2019.05.09 17:35:06 -0700 Attachments: Figures 1, 2, and 3 Statement of Services Reviewed by: - /t �" - .S Keith D. Seaton, P. E. Senior Engineer MRC/ KDS/ ba b A.G. WASSENAAR INC. B2 Li CLIENT TH Yarrow LLC. PROJECT NAME Yarrow Gardens, Filing 3 PROJECT NUMBER 185522-1 PROJECT LOCATION Wheat Ridge, Colorado DATE DRILLED April 25, 2019 GROUND WATER LEVELS: DRILLING METHOD 4 -inch Solid Stem Auger AT TIME OF DRILLING 14 feet NOTES Test borinq drilled in the northeast corner 7 DAY(S) AFTER DRILLING Destroyed ATTERBERG w v c o z LIMITS v w O MATERIAL DESCRIPTION w y LO pJ z c z Q D w o o 0 w o - o a�� moZ w o U x �- oz V)0- Ce g� �o � v0 n Fill, sand and clay, medium dense to stiff, silty, moist, mottled brown LAMC1 10/12 1 113 1 171 -0.3 1 Sand, loose to medium dense, silty, moist, brown z W Q 10 MC 9/ 12 3 Y Q Clay, medium stiff, silty, very sandy, with sand lenses, calcareous, very moist to wet, brown 3 15 MC 9/12 n Sand, medium dense, silty, wet, brown YJ Z � 7 L Sand and gravel, dense, silty, wet, brown n Bottom of borehole at 19.3 feet. SS 20 / 4 S: Bounce Figure 1 11 1 1 27 1 22 1 16 1 6 1 A.G. WASSENAAR B2 L3 INC. CLIENT TH Yarrow LLC. PROJECT NAME Yarrow Gardens, Filing 3 PROJECT NUMBER 185522-2 PROJECT LOCATION Wheat Ridge, Colorado DATE DRILLED _April 25, 2019 GROUND WATER LEVELS: DRILLING METHOD 4-inch Solid Stem Auger AT TIME OF DRILLING 14 feet NOTES Test boring drilled in the center south wall 7 DAY(S) AFTER DRILLING Destroyed ATTERBERG a v o w 2 _o LIMITS G z j p U v° C) O MATERIAL DESCRIPTION o O S .� moo z n LU i o oN _o � U w �w �� au } pz �0 v�ipV *k �3 CY g� Co !n z r '^2:v, o U cn z w 0 a Fill, sand and clay, medium dense to stiff, silty, moist, mottled brown MC 9/ 12 115 14 -0.5 5 • Sand, medium dense, silty, clayey, with clay lenses, moist to wet, brown MC 17/12 10 SZ 15 MC 10/12 20 , Sand and gravel, dense, silty, wet, brown 0 o" •D: o.' . SS 40 / 9 SS 25 Claystone (bedrock), hard, silty, slightly sandy, moist, olive Bottom of borehole at 25.2 feet. Figure 2 A.G. WASSENAAR INC. CLIENT TH Yarrow LLC. PROJECT NAME Yarrow Gardens, Filing 3 PROJECT NUMBER 185522-3 PROJECT LOCATION Wheat Ridge, Colorado 132 L5 l DATE DRILLED April 25, 2019 GROUND WATER LEVELS: DRILLING METHOD 4 -inch Solid Stem Auger Q AT TIME OF DRILLING 15 feet NOTES Test boring drilled in the northwest corner 7 DAY(S) AFTER DRILLING 13 feet ATTERBERG wa V o LIMITS _ v O_ w w o MATERIAL DESCRIPTION o Y o w wLn o U w moz r oz �U LA d� Qu o Lo z 0 0 a Fill, sand and clay, medium dense to stiff, silty, moist, brown Sand, medium dense, silty, clayey, with clay lenses, moist to wet, brown um dense, silty, very moist to wet, brown at Figure 3 V MC 1 17 / 12 1 MC 1 12 / 12 32 1 23 1 15 1 8 1 21 1 1 63 1 41 1 18 1 23 1 SITE SPECIFIC PLOT PLAN NOTES: LOT= 1 TOF = 20.5 GARAGE SLAB = 18.7 GRADE BEAM = 26" (20.5-18.7=01.8* 12=22"+4"=26") *FROST DEPTH MUST BE MAINTAINED POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE DRAINAGE LOT =2 TOF = 20.5 GARAGE SLAB = 18.9 GRADE BEAM = 23" (20.5-18.9=01.6* 12=19"+4"=23") *FROST DEPTH MUST BE MAINTAINED LOT = 3 TOE = 20.5 GARAGE SLAB = 19.1 GRADE BEAM = 21" (20.5-19.1 =01.4* 12=17"+4"=21") *FROST DEPTH MUST BE MAINTAINED LOT = 4 TOF = 21.2 GARAGE SLAB = 19.4 GRADE BEAM = 26" (21.2-19.4=01.8* 12=22"+4"=26") FROST DEPTH MUST BE MAINTAINED LOT= 5 — — TOF = 21.2 GARAGE SLAB = 19.8 GRADE BEAM = 21" (21.2-19.8=01.4* 12=17"+4"=21") *FROST DEPTH MUST BE MAINTAINED POUR 10" CURB ALONGSIDE OF DRIVE TO PROVIDE POSITIVE DRAINAGE REVISIONS: 01-18-19 - ADJUST TRACT C GRADING - AL 02-04-19 - GENERAL REDLINES PER THRIVE - AL 02-09-19 - ADD METER PIT ELEVATIONS PER THRIVE - AL. 02-12-19 - BUILDING MOVED FORWARD 1' - AL. 02-16-19 - ADD CURB STOP ELEVATIONS PER THRIVE - AL. 02-26-19 - ADD FIRE LINE CURB STOPS PER THRIVE - AL. 08-26-19 - ADD DOWNSPOUTS PER ERIC - AL. 11 -OB -19 -LOT 5 CHANGED FROM Y4 -E TO Y2 -E PER JAY - AL. 0 20 40 SCALE: 1 "=20' MODEL OPTIONS: SUBDIVISION: YARROW GARDENS FILING NO. 3 COUNTY: JEFFERSON CITY: WHEATRIDGE ADDRESS: DRAWN BY: AL 6 FRONT SETBACK THB WestRidge LLC PLOT PLAN T'.V'rojecls\YARROW GARI)ENS F?\YARROW GARDENS F?.dx'g 11/18/2019? -.??.>x PM, Wnxlcr LOT 1 —5 BLOCK 2 LOT ADDRESS 1 7810 WEST 43RD CIRCLE 2 7814 WEST 43RD CIRCLE 3 7818 WEST 43RD CIRCLE 4 7822 WEST 43RD CIRCLE 5 7826 WEST 43RD CIRCLE DATE: 01-10-19 GENERAL NOTES • PLOT PLAN NOT TO BE USED FOR EXCAVATION PLAN OR FOUNDATION PLAN LAYOUT. • PLOT PLAN SUBJECT TO APPROVAL BY ZONING/BUILDING AUTHORITY PRIOR TO STAKEOUT. • EASEMENTS DISPLAYED ON THIS PLOT ARE FROM THE RECORDED PLAT AND MAY NOT INCLUDE ALL EASEMENTS OF RECORD. • PLOT PLAN MUST BE APPROVED BY BUILDER PRIOR TO ORDERING STAKEOUT. LOT CORNER ELEVATION CHECK: NOT TAKEN RECEIVED NOV 1 9 2)L Per 2—&,--,—,— ap,DO ttC� �o� G,�FttS r�lgo'P s�0 38299 LAND LEGEND LOWERED FINISH GRADE: X® HOUSE XX.X PORCH ® GARAGE/CRAWL SPACE X FOUNDATION STEP 0 CONCRETE ® RISER COUNT ,YX,XX CONCRETE ELEVATION C54XX.xx DIRT/CONC. ELEVATION AT b CENTER OF CURB STOP (xx.xx) DIRT/CONC. ELEVATION AT CENTER OF METER PIT 730 tjsulvlpt�ying, Inc. Spe[ializing in Home Builtler Servi[es Since 1985. G�6841 South Yosemite Street 1100 Centennial, CO 80112 USA Phone: (303) 850-0559 Fax: (303) 850-0711 E—mail: infoObjsurvey.net City of Wheat Ridge Residential Electric PERMIT - 201902040 PERMIT NO: 201902040 ISSUED: 09/26/2019 JOB ADDRESS: 7810 W 43rd Cir EXPIRES: 09/25/2020 JOB.DESCRIPTION: Temporary electrical meter. *** CONTACTS *** "OWNER (303)707-4422 TH YARROW GARDENS LLC SUB (303)707-4422 GENE W. MYERS 180370 THB WESTRIDGE LLC SUB (303)717-5428 JAMES/JACLYN TIRONE 180385 LEGACY ELECTRIC LLC *** PARCEL INFO *** ZONE CODE: MU -N / Mixed Use Neighborh USE: UA / Unassigned SUBDIVISION CODE: 2 / Multi -Family Vacant BLOCK/LOT#: / ** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,250.00 FEES Total Valuation 0.00 Use Tax 47.25 Permit Fee 93.35 ** TOTAL ** 140.60 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2012 IRC & 2017 NEC. Subject to field inspection. 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 disclosed in this document and/or its' accompanying approved plans and specifications. Signatur,f OV✓l or CONTRA f R (Circle one) Date 1. This'p mit was i cued based on the--idformation provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Budding 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 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 apphc,qble code or an -ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of ,_�9W heat l"jge CO�MAAMLFNiTy DEVELOPMENT Building & Inspection Services 7500 W. 29' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cD_ci.wheatridge.co.us I FOR OFFICE USE ONLY Dates Plan/Permit # Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 7810 West 43rd Circle 303-707-4422 or Property Owner (please print): THB Westridge LLC Phone: 303-707-4477 Property Owner Email: dvonfeldt@thrivehomebuilders and gdudley@thrivehomebuilders.com Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 1875 Lawrence St., Ste 900 City, State, Zip: Denver, CO 80202 Architect/Engineer: Godden Sudick / EV Studio Architect/Engineer E-mail: _ kylie.tawney@evstudio.com Phone: 303-670-7242 Contractor Name: THB Westridge LLC City of Wheat Ridge License #: 180370 Phone: 303-707-4422 Contractor E-mail Address: dvonfeldt@thrivehomebuilders.com For Plan Review Questions & Comments (please print): 303-707-4422 or CONTACT NAME (please print):_ Deia Vonfeldt & Ginny Dudley Phone: 303-707-4477 CONTACT EMAIL(p/ease print): dvonfeldt@thrivehomebuilders.com & gdudley@thrivehomebuilders.com Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Legacy Electric Plumbing: C & T PlumbingMechanical: W.R. City License # W.R. Cit License # Steel T Heating & Air 180385 y W.R. City License # 170100 Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ❑COMMERCIAL FV -1 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. We need a Temporary Electric Meter. Sq. Ft./LF BTUs Gallons Amps 200 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) $ 2,250.00 ONIVNERWONTRACTOR 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) (CONTRACTOR - (AUTHORIZED REPRESENTATIV) of (OWNER) (CONTRACTOR) Signature (first and last name): = Printed Name: Glnny Dud ZONING COMMMENTS Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY DATE: 9/25/2019 OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: