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HomeMy WebLinkAbout12318 W 51st AvenueInspection Type: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE �}w�> Job Address: Ql' k� - Permit Number: Sc-?_(,(. 1 �{ Olc 1C 'i a �r -t MA, ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No K_ When corrections are complete, schedule re -inspection online. Date: Inspector: i%, DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _1�9� INSPECTION NOTICE Inspection Type- Job Address: 17 ir.; c,) Permit Number: 2 Cr ' Ll No one available for inspection: Time � AM/PM Re -Inspection required: Yes No" When t>> *When corrections are complete, schedule re -inspection online. r 1--7 a Date: -�� ,� Inspector: Dt} DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:1 Permit Number:-�""3i7 f �- A P.� ik ❑ No one available for inspection: Tim -,_ / C,-AM/PM Re -Inspection required: fe 1 No *When corrections are complete, schdd re -inspection online. Dat Inspecr� . A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -SFI Job Address: 0-31 (AJ 5k Permit Number: -"- /-) 0 I3 "(4 ❑ No one available for inspection: Time 16, Gc-, ,kmIPM !r Re -Inspection required: Yes '' When corrections are complete, schedule re -inspection online. Date: -7, - t,) �, i Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: j Job Address: 12,3 W Permit Number: �h7yi3�� e ❑ No one available for inspection: Time 9`'006/PM Re -Inspection required: Yes Xo When corrections are complete, schedule re -inspection online. Date: 3-2- Z 0 l Inspector: &w DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -"6(z Job Address: C Permit Number: ❑ No one available for inspection: Timm AM/PM Re -Inspection require ed No c When corrections are complete, sc ► Jule re -inspection online. Dat • % In A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: No one available for inspection: Time AM/PM Re -Inspection required: Yes No 'When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: No one available for inspection: Time AM/PM Re -Inspection required: Yes No when corrections are complete, schedule re -inspection online. Date: Inspector DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:' Permit Number: '` �� ❑ No one available for inspection: Time/SAM/PM Re -Inspection required: Ye(No ) When corrections are complete, schedule`?re-inspection online. r` { ( f Date'- Inpect©r: DO NOT REMOVE THIS NOTICE I , 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: =i No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _r { Job Address: Permit Number: P ❑ No one available for inspection: Time AM/PM Re -Inspection required: °.,Yes, No When corrections are complete, schedule re -inspection online. Date:' ! Inspector: P%A'% unr r%r-wsn2ir- rIne+ Cite City of yip "mss g FOR OFFICE USE ONLY Approved by: le$ Inspector Date f Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For 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: 11/20/2020 PERMIT# 202001354 ADDRESS: 12318 W. 51st Ave LOT 1 , BLOCK 10 , ri�=t WnrriCtatinn 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: 11.0' REAR: 5.2' SIDE: 0' SIDE: 2.2' The foundation corner ELEVATIONS (NAVD88) have been determined to be: FRONT: 5493.0 REAR: 5492.3 SIDE: 5493.0 SIDE: 5493.0 All measurements have been determined on the following location: (Check only one): Top of proposed foundation wall prior to placement of concrete Top of foundation wall subsequent to placement of concrete t D o ! �s�ox®s,,a The setback and elevation measure>s�'ar. 1ud'�rt the attached Construction Control Plan. Signed 6 �" Professional S 36052 Of Print Tay L. Axtell. Tr. Date 1/5/21 ww-e.ci.wheatridge.co.us Rev 11/2018 SEE SHEET 7 J _ ABF \FG: 5488.85 AB:5.00' /'� 12" FG 5492.31 Q FG 5490.10 AB FG: 5488.85 \ 3 ALLEVA 12318 W 51 st Ave AB FG: 5492.15 AB FG: 5489.91 \ FL: 5488.12 \ AS: a ° \ AB FL 5487.98 \ 202001354 In FF: ° \ \ 9 ,k N II 1 92.90 \ ALLEY e FF : LL c) UNIT 4�' ABFF= d \ \ G: 5487.11 a 93.50 5 m 92.9 \ ABFF= UNIT 3 I 1 1 a \ AB FG 5487.14 P�1 6 1 00 \ a AB: 1 d 5 10.12 N FG 5491.35 N 11' FG 5489.79 ° FG 5489.19 \ \ AB:5.00' �a AB: FG 5492.48 E1 1 11. ' AB FG 5489.79 AB FG 5489.19 \ \ ' w AVE. N AB FG 5492.50 4 IAB FG 5491.35 \ \ \ b & Q 91 m V 41 0 1 1 Ld 12 vv T CTD vv I o w.515 AVE. \FG 5491.60 Q ,10' \ \ , AB FG 5491.45 \ \ FG 5486 ��vF o ° ODO ?B: 0.0' FG 5489.75 RACT H H ` �j 'A �L K s a a / AB FG 5490.4 \ ?� ` AB FG ° 9350 LLLL 2 UNI 5� 9150 ` ° �� Q 3.. ABFF= ll NIT 5 6 III Q ABFF= ` 52 Ills I CID91.90 DS SPEE-D CHANNEL #400 \ F1 1 Nb . d WITH SPEE-D CHANNEL \ \ ��O \`� KEY a FG 5491.73 A8.52 FG 5490.57 N FG 5489.0 GRATE #243 (TYP.) `\ `\ AB FG 5491.79 AB FG 5490.68 I AB FG 5489.09 \ \ \ \I Z AB: 3.25 L IA FG 5490.81 W FG 5487.68 \ 10' AB FG: FG: 5487.04 \ FG: 5486.39 a AB FG 5490.701 c Q \ J LEGEND AS: io.o' AB FG: 5486.32 AB FG: ° d ° \ TRACT Y mLL (n I d /J ° ° a d ' O BLOCK NUMBER Lc) FF m 3 UNI 5 91.90 1 10 LOT NUMBER a a a ABFF= G 5488.80 \ FG 5488.15 \ ---5440---FG 5491.20 5.2 91.90 AB FG 5488.92 _ _AB FG - - - - - - - '10'- - \ 1 EXISTING MAJOR CONTOUR a AB FG: 5491.22 E 1 ------- _ d AB: ` ' EXISTING MINOR CONTOUR AB: 5.2' FG 5488 40 ` 3.31 AB: a Qa FF NIT 5 7 911..70 a ABFF= I 9.5 N D a FG 5490.56 a AB FG 5490.62 a 12" Nm a FF3 90.70: ABFF= UNIT 3 8 a I FG: 5490.04 AB FG 5490.08 I d 13 FF a 1 8 * 1 0.70 90.UNIT 2 ABrr= 9 y I a FG 5489.58 Q AB FG 5489.61 a 12" a FF: a 13 8970 UNIT 3 1 ABFF= 10 a I ° aI FG 5489.18 a AB FG 5489.19 a 1 FF: 8970 IMIT 2 FG.: 4: : t 0 AB: AB FG: 5488.10 AB FG_5487_36 - - FG 5488.34 0 AB FG: 5488.60cn N FL 5488.29 AB FL: 5488.57 FG 5 88.75 FL: 5488.55 FG 5488.75 AB FG' 5488 80 FG: 5486.85 AB FG: 5486.42 - - AB FG. 5485.97 - FF ABGFF5520 ASGFi1 BASIS OF BEARINGS BEARINGS ARE BASED ON THE CITY OF WHEAT RIDGE m HORIZONTAL CONTROL SYSTEM BETWEEN THE CENTER m ' QUARTER OF SECTION 17 (POINT NO. 12109) BEING MONUMENTED BY A NO. 6 REBAR AND 2-1/2" ALUMINUM CAP If U 19 20 I A RANGE BOX STAMPED PLS 27609 AND THE EAST QUARTER CORNER OF SECTION 17 (POINT NO. 12209) BEING a a ABFF= 11 AB FG 5488.90 AB FL: 5488.80 I 1 n 14 15 16 1 Q 3.31 1 MONUMENTED BY A 2" PIPE AND 3-1/4" BRASS CAP IN RANGE ` `,Y// 5.91 3 3.25 �/ A6.331 U N I�' NORTH 89011-13" PEDLS EAST 2 HAVING AN ASSUMED BEARING OF AB:UNIT 1 1-- - UNIT 2 * UNIT 3 * UNIT 2 * UNIT 3 * UNIT 1 - 1 a FG: 5488.79 0.14 A )EG UNIT 1 Z BENCHMARK In AB FG: 5488.79 AB: - - - - - - - - - Z 7" ' Z Z E CITY OF WHEAT RIDGE POINT PHAC 4 BEING A?y INCH 0" Z p^ Z 4• Z ' STAINLESS STEEL ROD WITH ACCESS COVER LOCATED EAS a G 0" 0• OF THE INTERSECTION OF W. 47TH AVENUE AND MILLER 1 8 12319 RIDGE RD. 12315 RII' STREET. MONUMENT IS LOCATED APPROXIMATELY 10' WEST ° 7 G 12" 1 OF THE NORTHWEST CORNER OF THE FRUITDALE PARK AS: FF: FF PARKING LOT. ELEVATION IS 5375.38 FEET (NAVD88 DATUM). a FG 5488.11 FF: �'' FF: 12• 12" AB FG 89.70 UNIT 1 1 2 G 98.67 FF: FF• FF' 64'11 1) BENCHMARK IS BASED ON THE CURRENT CITY DATUM, 85.80 ABFF= FF: FF: 86.67 8667 ABFF=85.81 ABFF= WHICH USES A HORIZONTAL COORDINATE SYSTEM THA In G: 5488.12 A867.67 67.67 ABFF 1 IS GROUND-BASED, MODIFIED FORM OF THE NAD83/92 rB FG: 5488.08 ABFF= 1 STATE PLANE COORDINATE SYSTEM, COLORADO G 5487.16 Nb CENTRAL ZONE 0502, AND THE NORTH AMERICAN AB FG: FG: 5487.18 �T�B 13.5, 1 VERTICAL DATUM OF 1988 (NAVD 88). a AB FG dam'_ - -5. - - - 1 2) THE GROUND TO STATE PLANE GRID COMBINED SCALE 13 a - - - - - - FACTOR IS 0.9974780300, SCALED FROM BASE POINT - - - - - - - - - - 101 PHAC 1 PERMANENT HIGH ACCURACY CONTROL POINT ---------- FG: 5482.78 - - - - #1 HAVING THE FOLLOWING NAD83/92 NAD83 HARN _-------------- - AB: AB FG 5482 ) ( ) - - - - - - - - - - - X1.02 ° ° 1 STATE PLANE COORDINATES: PHAC 1: NORTHING: 4 � FG 5485.53 a ° 1701258.75, EASTING 3118217.58, ELEVATION 5471.62 a a a FL DESIGN El 5481 NACD 88 a a FG 5483.34 FG 5482.99 NV. DESIGN ELEV=547 AB FG 5485.66 FG 5484.51 G 5484.21 FG: 5483.75 FG 5483.55 ( ) AB FG 5484.60 ° a FG 5483.97 \ AB FG 5483.28FG:'5483.13 a a Q a FG 5484.45 AB FG: 5484.19 AB FG 5483.96 AB FG 5483.81 ° AB FG 5483.55 \ AB FG 5483.00 a a RIM AB ELEV= 5481 ° ° a a AB FG 5483.12 a a s Q a a a'n AB FG 5484.51 a a a a a a a INV AB ELEV= 547 548619 a a a a s a Q a a a 4 AB FG FG 5486.06 ° a ° a a `AB FG Q a FG: 5482.35 FG: 5482.09 FG: 5482.87 FG: 5482.61 AB FG: 5482.10 FG: 5483.13 AB FG: 5482.34 FG: 5483.41 AB FG: 5482.64 FG: 5483.69 AB FG: 5482.94 FG: 5484.05 AB FG: 5483.19 FG: 5485.62 FG: 5484.66 AB FG: 5483.77- CC 483.77 AB FG: 5483.44 AB FG: 5485.68 AB FG: 5484.75 AB FG: 5484.08 0 J S N TO �O�coco V _ N V N LD LD Y N O 0) 0) 00 BDO0000 C)U)C) ;t ;t s -600 w °o CC Lu 3 v) (1)m v) o) F w v) c O w cn Q Z V� Ln N w� J �o J C0 U) U)< W Q Ir w0 2 >0 O 0 U)0 V) w O J z J J Lu ~ zw O Z 0O � 0 Z Q 0 a 0 J 0, 0 za Q 00 a W z z H 0 00 Q 0 U � W �' z 0 p Q to WW z = O H z N L0 In 0 = FG: 5489.74\ O Co Lu(i) 0 N z Lu J_ cf) r AB FG: 5488.40 Q w 00 m O N O } m \ 1 5440- PROPOSED MAJOR CONTOUR AB FG: 5489.90 Lu Lu m z Lu Lu U) \ ' 5441 PROPOSED MINOR CONTOUR I FG 5490.24 \ AB FG 5490.14 12 "LOT #"* VISITABLE UNIT 1 L 111' Q AB: 11.0' ° FF: 88.60 FF: 88.60 : \ \ ' FF = 97.0 FINISHED FLOOR ELEVATION x-5.5 N aD GI ABFF= ABFF=ABFF= 87 `\ 1.0% PROPOSED OVERLAND FLOW IAB: I m n FF: \ ' PROPOSED GRADE 4 90 2.25 1 51.79 1 LL C7 UNIT 4 ABFF= AB. y i PROPOSED STORM INLET a 90.90 1 O ' 5.2 AB: 5.2' N I \ • PROPOSED STORM MANHOLE 5489.14 I \ FG 1 N FL: 5489.09 c N ° FG 5487.59 Z UNIT 4 AB F' PROPOSED STORM DRAIN FG AB FG 5487.67 Z^ UNIT 5 Z" UNIT 5 21^ \ ' W AB= AS -BUILT FG 5489.49 B FG 5489.20 U AB FG 5489.45 \ L FG = FINISHED GRADE G G G G 5 6 7 \ 1 2 FL = FLOW LINE ABL�j: 2.3' 2.25 \ U) 3.79 TC = TOP OF CURB AB' \1 ' W TW = TOP OF WALL ' w \ G 5487.40 BOW = BOTTOM OF WALL \ 5487.93 AB FG 548728 . ' AB AB FG 5487.78 \ 5488.21 FG 5484.88 FL: 5488.46 ` AB FG: AB 5488.3 : AB FG5484.84 AB FL: 5488.37 FG 5488.81 \ \ d - 5486.35 FG 5485.86 FG 5485.37 AB FG 5485.31_ I I AB FG 5488.85 \ AB FG 5486.24--- AB _AB FG 5485.77-5- - FG: 5487.39 FG: 5486.80 ' � AB FG: 5487.33 AB FG: 5486.72 ALLEY F (PRIVAT I I / � FG: 5488.14 FL: 5487.84 AB FL: 5487.90 \ FL: 5486.95 AB FL: 5487.02 - - ' AB FG: 5488.15 _ - - -- - z.osi - - 2.08i 1 �s 1 5.0 o AB: 5.0' 1 10 5 0 10 20 I I 1 G 5485.60 �G 5485.17 G 5484.89 - - FG: 5484.46 ' 5 FG' 5487 27 - - FG 5486.85 - - - FG 5486.44 - - FG: 5486.02 - - - AB FG' 5485 55 A AB FG 5485.12 AB FG 5485.3 AB FG: 5484 1 SCALE: 1" = 10' FG.: 4: : t 0 AB: AB FG: 5488.10 AB FG_5487_36 - - FG 5488.34 0 AB FG: 5488.60cn N FL 5488.29 AB FL: 5488.57 FG 5 88.75 FL: 5488.55 FG 5488.75 AB FG' 5488 80 FG: 5486.85 AB FG: 5486.42 - - AB FG. 5485.97 - FF ABGFF5520 ASGFi1 BASIS OF BEARINGS BEARINGS ARE BASED ON THE CITY OF WHEAT RIDGE m HORIZONTAL CONTROL SYSTEM BETWEEN THE CENTER m ' QUARTER OF SECTION 17 (POINT NO. 12109) BEING MONUMENTED BY A NO. 6 REBAR AND 2-1/2" ALUMINUM CAP If U 19 20 I A RANGE BOX STAMPED PLS 27609 AND THE EAST QUARTER CORNER OF SECTION 17 (POINT NO. 12209) BEING a a ABFF= 11 AB FG 5488.90 AB FL: 5488.80 I 1 n 14 15 16 1 Q 3.31 1 MONUMENTED BY A 2" PIPE AND 3-1/4" BRASS CAP IN RANGE ` `,Y// 5.91 3 3.25 �/ A6.331 U N I�' NORTH 89011-13" PEDLS EAST 2 HAVING AN ASSUMED BEARING OF AB:UNIT 1 1-- - UNIT 2 * UNIT 3 * UNIT 2 * UNIT 3 * UNIT 1 - 1 a FG: 5488.79 0.14 A )EG UNIT 1 Z BENCHMARK In AB FG: 5488.79 AB: - - - - - - - - - Z 7" ' Z Z E CITY OF WHEAT RIDGE POINT PHAC 4 BEING A?y INCH 0" Z p^ Z 4• Z ' STAINLESS STEEL ROD WITH ACCESS COVER LOCATED EAS a G 0" 0• OF THE INTERSECTION OF W. 47TH AVENUE AND MILLER 1 8 12319 RIDGE RD. 12315 RII' STREET. MONUMENT IS LOCATED APPROXIMATELY 10' WEST ° 7 G 12" 1 OF THE NORTHWEST CORNER OF THE FRUITDALE PARK AS: FF: FF PARKING LOT. ELEVATION IS 5375.38 FEET (NAVD88 DATUM). a FG 5488.11 FF: �'' FF: 12• 12" AB FG 89.70 UNIT 1 1 2 G 98.67 FF: FF• FF' 64'11 1) BENCHMARK IS BASED ON THE CURRENT CITY DATUM, 85.80 ABFF= FF: FF: 86.67 8667 ABFF=85.81 ABFF= WHICH USES A HORIZONTAL COORDINATE SYSTEM THA In G: 5488.12 A867.67 67.67 ABFF 1 IS GROUND-BASED, MODIFIED FORM OF THE NAD83/92 rB FG: 5488.08 ABFF= 1 STATE PLANE COORDINATE SYSTEM, COLORADO G 5487.16 Nb CENTRAL ZONE 0502, AND THE NORTH AMERICAN AB FG: FG: 5487.18 �T�B 13.5, 1 VERTICAL DATUM OF 1988 (NAVD 88). a AB FG dam'_ - -5. - - - 1 2) THE GROUND TO STATE PLANE GRID COMBINED SCALE 13 a - - - - - - FACTOR IS 0.9974780300, SCALED FROM BASE POINT - - - - - - - - - - 101 PHAC 1 PERMANENT HIGH ACCURACY CONTROL POINT ---------- FG: 5482.78 - - - - #1 HAVING THE FOLLOWING NAD83/92 NAD83 HARN _-------------- - AB: AB FG 5482 ) ( ) - - - - - - - - - - - X1.02 ° ° 1 STATE PLANE COORDINATES: PHAC 1: NORTHING: 4 � FG 5485.53 a ° 1701258.75, EASTING 3118217.58, ELEVATION 5471.62 a a a FL DESIGN El 5481 NACD 88 a a FG 5483.34 FG 5482.99 NV. DESIGN ELEV=547 AB FG 5485.66 FG 5484.51 G 5484.21 FG: 5483.75 FG 5483.55 ( ) AB FG 5484.60 ° a FG 5483.97 \ AB FG 5483.28FG:'5483.13 a a Q a FG 5484.45 AB FG: 5484.19 AB FG 5483.96 AB FG 5483.81 ° AB FG 5483.55 \ AB FG 5483.00 a a RIM AB ELEV= 5481 ° ° a a AB FG 5483.12 a a s Q a a a'n AB FG 5484.51 a a a a a a a INV AB ELEV= 547 548619 a a a a s a Q a a a 4 AB FG FG 5486.06 ° a ° a a `AB FG Q a FG: 5482.35 FG: 5482.09 FG: 5482.87 FG: 5482.61 AB FG: 5482.10 FG: 5483.13 AB FG: 5482.34 FG: 5483.41 AB FG: 5482.64 FG: 5483.69 AB FG: 5482.94 FG: 5484.05 AB FG: 5483.19 FG: 5485.62 FG: 5484.66 AB FG: 5483.77- CC 483.77 AB FG: 5483.44 AB FG: 5485.68 AB FG: 5484.75 AB FG: 5484.08 0 J S N TO �O�coco V _ N V N LD LD Y N O 0) 0) 00 BDO0000 C)U)C) ;t ;t s -600 w °o CC Lu 3 v) (1)m v) o) F w v) c O w cn Q Z V� Ln N w� J �o J C0 U) U)< W Q Ir w0 2 >0 O 0 U)0 V) w O J z J J Lu ~ zw O Z 0O � 0 Z Q 0 a 0 J 0, 0 za Q 00 a W z z H 0 00 Q 0 U � W �' z 0 p Q to WW z = O H z N L0 In 0 = O O Co Lu(i) 0 z Lu J_ cf) r U) Q w 00 m O N O } m Lu Y LL0 N o = Q Lu Lu m z Lu Lu U) It � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: r_., 4� (+ j )'s ❑ No one available for inspection: Time AM/PM Re -Inspection required: Ye" No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE Slab Tendon Placement/ Reinforcement inspection Client: iol/ 12 1 _� t n1 1l/c1�c1 S�atevy FELTEN:! ;,(, JJi;'' ARCHITECTURE I ENGINEERING I FORENSICS Paoa0: 002.807.2500 WWW.FELTENOROUP.COM Address(es): 1 �3/a�� /a3/( iia/b IU Lots C+y 3y :�� Block —>- Filing No. 6/c% 9 Structural Engineer: Concrete Contractor: r Other Reinforcing Steel PT Contractor: Grade Beam Top Rebar IN Pass ❑ Fail ❑ N/A Inspector: 'e au`_ o Inspection Date: V q. Re -Inspection Date: Re -Entrant Corners °U" Bars IN Pass IR ❑ Fall ❑ ❑ ❑ N/A Time: )' GO FIK Re -Inspect Time Other Pass IS Pass Fail ❑ Fail ❑ N/A N/A Number of Tendons _19 Pass ❑ Fail Front to Back: On Plan 15 Observed 5- Slab Thickness l in. j$ Pass ❑ Fail Side to side: On Plan 8 1 observed cL / Chair Hei ht g �_in. 0 Pass ❑Fail Other Are plumbing penetrations P Pass ❑ Fail ❑ N/A Tied Intersections [ Pass ❑ Fail reinforced per plan? rt -Ty Is perimeter beam and/or floor lu Pass ❑ Fail ❑ N/A free of horizontal plumbing/ Dead End Cap/Cover p" Pass ❑ Fail electrical conduits? Tendon Sheathing p Pass ❑ Fail Anchor Depth at Perimeter Edge ©Pass 171 Fail Tendon Spacing O Pass ❑ Fail Slab Step Locations O Pass ❑ Fail 14 Pass E]Fail Reason for Failure: Holdowns JZ Pass ❑ Fail 1. Felten Group (FG) is not responsible fortheacts and omissions of any contractoror material supplier. FG shall not at anytime supervise, direct, orhave control over any contractors work unless otherwise noted herin. 2. The subject Inspection is specifically Iimitedtothe items listed on this report form. 3. The subject inspection is limited to readily evident andvisible items within the field at the time of our site visit, unless specifically noted otherwise in writing. Tendon Stressing Inspection Engineering Firm: t"Lt7rtt`.hi j Concrete Contractor: !T'i V Z, Co,uSt Z u (-T/o /V PT Contractor: (oN =t- r'vc —�/d A/ FELTENGROUP ARCHITECTURE I ENGINEERING I FORENSICS POose. 882881.2580 WWW.rELTENOBOUP.COM iF3 r-,>— rz-�Stq. iz3i& j •-;/ Block No. Job No. c Inspector: liD Ct�.�✓c�S� %?M f<A vtFcv'� Inspection Date: Re -Inspection Date:�i /2—�' Time: 7, � /� P✓� Block Length: _ 9 _ in. All tendons were individually measured and found to be within acceptable limits. Moes E]No Note/Comments: Felten Group (FG) Is not responsible for the acts or omissions of any contractor, subcontractor or material supplier. FG shall not at any time supervise, direct, or have control over any contractors work unless noted otherwise herein. The subject Inspection Is specifically limited to the Items listed on this report form. The subject Inspection Is limited to readily evident and visible Items within the field at the time of our site visit, unless specifically noted otherwise in writing. O WA iVwq�wl �IWAIW WA FELTENGROUP ARCHITECTURE I ENGINEERING I FORENSICS POose. 882881.2580 WWW.rELTENOBOUP.COM iF3 r-,>— rz-�Stq. iz3i& j •-;/ Block No. Job No. c Inspector: liD Ct�.�✓c�S� %?M f<A vtFcv'� Inspection Date: Re -Inspection Date:�i /2—�' Time: 7, � /� P✓� Block Length: _ 9 _ in. All tendons were individually measured and found to be within acceptable limits. Moes E]No Note/Comments: Felten Group (FG) Is not responsible for the acts or omissions of any contractor, subcontractor or material supplier. FG shall not at any time supervise, direct, or have control over any contractors work unless noted otherwise herein. The subject Inspection Is specifically limited to the Items listed on this report form. The subject Inspection Is limited to readily evident and visible Items within the field at the time of our site visit, unless specifically noted otherwise in writing. 12320 w 51st ave andon Placement/ rieinforcement/ Trench Inspection Client:_ ff L I �1n '764r� Subdivision:4, A p to Cin ,t f Structural Engineer of Record: It Y g v LT IZL.s J Concrete Contractor:_ rzd <'noeJ PT Contractor. °lr1 rZ ;,r Sr rv- Inspector:— t.,::) Inspection Date: )i-1 Z -7E Time arrived on site: Number of Tendons Pass ElFail Front to Back: On Plan Observed _ Side to Side: On Plan Observed _J_L�_ Chair Height in, Tied Intersections Sheathing Strip @ Dead End _ (in. Max) Live End (in. Max) Dead End Cap Cover Tendon Sheathing Anchor Depth at Perimeter Edge Pass 0 Fail Reason for Failure: ❑ Pass ❑ Fail ©'Pass ❑ Fail p�pass ❑ Fall ®'Pass ❑ Fail j3 Pass El Fail Vass ❑ Fail FELTENGROUP ARCHITECTURE I ENGINEERING I FORZINSICS PHOW. 802.881.2500 WWW.FELTENGROUP.COM Address: �, „{ i 3<"' <1 12 3 /fc,. ra '} Lot (�=—,L% t , 5. n Block 15 Filing No, Other Reinforcing Steel Exterior Grade Beam Rebar JO Pass ❑ Fail ❑ N/A Interior Grade Beam Rebar LJ Pass ❑ Fail ❑ N/A Other. ❑ Pass ❑ Fail P/N/A Int. Beam Depth - as per plan O'Pass ❑ Fail Ext. Beam Depth - as per plan Pass ❑ Fall Beam Width - as per plan Ips ❑ Fail Other Reinforcing Steel Are plumbing penetrations reinforced per plan? Is perimeter beam and/or floor free of horizontal plumbing/ electrical conduits? alfass UFER E4Pass ❑ Fail ❑ N/A ❑ Pass ❑ Fail ❑ N/A ❑ Fail I. Felten Group(FG) is not responsible for the acts or omissions of any contractor, subcontractor or material supplier. FG shall not at any time supervise, direct, or have control over any contractor's work unless noted otherwise herein, 2. The subject Inspection Is specifically limited to the Items listed on this report form. 3. The subject Inspection is limited to readily evident and visible Items within the field at the time of our site visit, unless specifically noted otherwise In writing. Slab Tendon Placement/ Reinforcement Inspection Cunt: 1 Structural Engineer: Concrete Contractor: _ TL PT Contractor: KA -t- , -r fy Inspector: �% - Lt[.osc� Inspection Date Ti Re -Inspection Date: - Time: i�.��o ReAnspectme Number of Tendons Efpass ❑ Fail Front to Back: On Plan �_ Observed Side to Side: On Plan _30 Observed 3_ _ Chair Height I/ in. Efpass ❑ Fail Tied Intersections erpass ❑ Fail Dead End Cap/Cover .'Pass ❑ Fail Tendon Sheathing XJ Pass ❑ Fall Anchor Depth at ,pass ❑ Fail Perimeter Edge ❑ Fall 13NIA Tendon Spacing .i:/ass ❑ Fail �i P ❑ Fail Slab Step Locations /` Pass Fail — Reason for Failure: , FELTENGROUP -.. V-: W 1l:4 v�m�(K�S1l GW Addressiesl: 12-.32e 123 zy 1 . 32- 12311 212311 I L3 x(� . 1 st S t -&I lots 1 G Block 1501L.11,161as Filing No, Other Reinforcing SteellL Grade Beam Top RebarfLl�ass ❑ Fall ❑ NIA Re -Entrant Corners Pass ❑ Fall ❑ NIA `U` Bars .Pass ❑ Fall 13NIA Other❑ Pass ❑ Fall t�( 1`-0 NIA Slab Thickness � In. ❑ Pass ❑ Fail Other Are plumbing Penetrations reinforced per plan? is perimeter beam and/or floor free of horizontal plumbing/ electrical conduits? Holdowns J Of any nd y, Felten Group iFGc� [tors wotkkunless °thr w (0, the acts ? se n med Win n th sort10contractor a lardlpiW limited to the nems listed se port lam control over any and rlitbk nems wdhin the ft, 2. subjectm,pe<UO^ is I mited to readlW evdent a 3. The writing• 4YJ Pass ❑ Fall ❑ N/A Pass ❑ Fail ❑ N/A Vf 'P,ss ❑Fall 4ndon Placement/ reinforcement/ Trench Inspection Client: l o r ;-Y'r 1-2 S Subdivision: Structural Engineer of Record: I �C-r2r,; Concrete Contractor:l s74 rz,, c. r7 a A) PT Contractor: ✓ll sr Inspector;-Tr� /tFpc<-'7 Inspection Date: )1-IZ -Z@ Time arrived on site: Number of Tendons Pass El Fail Front to Back: On Plan Observed s Side to Side: On Plan Observed 1 �_ Chair Height in. Pass ❑ Fail Tied Intersections [2 -'Pass ❑ Fail Sheathing Strip @ prPass ❑ Fail Dead End (in. Max) Live End (in. Max) Dead End Cap Cover OPass ❑ Fail Tendon Sheathing Q,Pass ❑ Fail Anchor Depth at Vfa3s ❑ Fail Perimeter Edge Pass Fail Reason for Failure: FELTENGROUP ARCHITECTURE I ENGINEERING I FORENSICS PNONf: 602,867.2500 WWW.FELTENOaOUP.COM Address: /A' Sz,r�=Lir 12 3 3 / £'.. 3c, Lot !—C. Block YSo /ci7�N(r- S Filing No. Other Reinforcing Steel Exterior Grade Beam Rebar Q Pass ❑ Fail ❑ N/A Interior Grade Beam 1J Pass El Fail ❑ N/A Rebar Other ❑ Pass ❑ Fail P` N/A Int. Beam Depth - as per plan &ass ❑ Fail Ext. Beam Depth - as per plan �d Pass ❑ Fail Beam Width - as per plan [PP'ass ❑ Fail Other Reinforcing Steel Are plumbing penetrations reinforced per plan? Is perimeter beam and/or floor free of horizontal plumbing/ electrical conduits? 00'ass LIFER El -Pass ❑ Fail ❑ N/A ❑ Pass ❑ Fail ❑ N/A ❑ Fail 1. Felten Group FG) is not responsible for the acts oromissions of any contractor, subcontractor or material supplier. FG shall not at anytime supervise, direct, or have control over any contractor's work unless noted otherwise herein. 2. The subject inspection is specifically limited to the Items listed on this report form. 3. The subject inspection is limited to readily evident and visible items within the field at the time of our site visit, unless specifically noted otherwise in writing. Tendon stressing FELTEN� Inspection UP ARCHITECTURE I ENGINEERING I FGRENSIOS PUoa[: 802.887.2500 wwW."WENOROUP.COM Client Toll Brothers Address: 12320,12324,12332,12338,12340,12346 Ward Station West 51't Avenue 1. Felten Group (FG) Isno ccs or omissions afany contractor, subcontractor or material supplier. FG shall not at any time supervise, direct, or have control over any contrac r c unless noted otherwise herein. 2. The subject inspection Is specifically limited to the Items listed on this report form. 3. The subject inspection is limited to readily evident and visible items within the field at the time of our site visit, unless specifically noted otherwise In writing. , Lot: 1-6 Block Building Filing No. Job No. Engineering Firm: Felten Group Inspector: Ted Liepo/d and Tim Haniford Concrete Contractor: M&R Construction Inspection Date: 12-14-20 Re -Inspection Date: PT Contactor: M&R Construction Time: 9:00 Block Length: 8" Measured Elongation Measured Elongation Measured Elongation Tendon Side 1 Side 2 Total Tendon # Side 1 Side 2 Total Tendon # Side 1 Side 2 Total R1 33/4 51/2 97. 1 2 61/2 8 Y. 22 2 Y, 2 Y2 R2 31/2 6 91/2 2 21/2 6 812 23 2% 2% R3 21/2 61/2 9 3 21/2 6 81/2 24 3 Yz 3 t/z R4 1 21/2 61/2 9 4 23/4 6 8 a/a 25 3% 3% RS 33/4 6 93/4 5 21/4 65/8 87/8 26 3X 3 X 6 23/4 6 83/4 27 3 Y2 3Y2 R6 3 Y, 7 3 53/4 8% 28 3 Y2 314 R7 3 Yz 8 2 61/2 81/2 29 _3 3/8 33/8 R8 35/8 9 21/2 6 8 rh 30 3% 3% R9 3% 10 2 61/2 8% 31 3 Yo 31a R10 3% 11 3 51/2 8 Yz 32 3 % 31i R11 3% 12 2 61/2 1 8 Y 33 3% 3% R12 3 13 1 2 61/2 81/2 34 31/8 31/8 R13 3 X 14 2 61/2 8 Y 35 3 3 R14 31/8 15 2 61/2 8112 36 1 3 3 R15 3% 37 3Y2 3%— R16 31/8 16 13/8 13/8 38 3 3 R17 33/8 17 1Y2 I% 39 3% 3 Y R18 3 X 18 2 Y2 2'h 40 3'/a 3 X R19 3 Y 19 1 1 41 3% 3% R20 3 Y4 20 11/8 11/8 42 3 Y. 3% R21 35/8 21 11/8 11/8 1 43 31/8 31/8 44 33/8 33/8 45 3 3 All tendons r 1ndi ally a red and found to be within 46 3 3 cc to e' i x Yes _ No 47 3 Y 3 Y Equi tT st r is a Yes No x Attached 48 31/8 31/8 49 31/8 31/8 Notes/Com e 50 3 Ya 3 Y, O 51 31/8 31/8 52 33/8 33/8 5 1 53 33/8 33/8 Qt 12/14/2020 f$ 1. Felten Group (FG) Isno ccs or omissions afany contractor, subcontractor or material supplier. FG shall not at any time supervise, direct, or have control over any contrac r c unless noted otherwise herein. 2. The subject inspection Is specifically limited to the Items listed on this report form. 3. The subject inspection is limited to readily evident and visible items within the field at the time of our site visit, unless specifically noted otherwise In writing. , 12318 w 51st ave Rib Tendon Placement/ Reinforcement/ Trench Inspection Client: %Gt Qa AF5 S Subdivision: A -T- fZt ill S. S-IY4-1-foA/ Anchor Depth at Pass ❑ Fail Perimeter Edge 11 Pass [J Fail Reason for Failure: FELTENOROUP ARCHITECTURE I ENGINEERING I FORENSICS PNow. 602.867.2660 WWW,FELTENGROUR.COM Address: /Z3/9 w, V !Er4l/E Lot / 2 Block vltn)a/� Filing No. Other Reinforcing Steel Structural Engineer of Record: 1 L` t !W 'ecup ❑ Fail Concrete Contractor: te5.rc. PT Contract T N ( 2 Interior Grade Beam Inspectaf/,� bc-ont Az2t.) fi6LMA Inspection DatTime arrived on site: Number of Tendons ,Pass ❑ Fail Front to Back: On Plan �' Observed ❑ N/A Side to Side: On Plan Observed _CS, Chair Heightin. VPass ❑ Fail Tied Intersections A Pass ❑ Fail Sheathing Strip @ ,FfPass ❑ Fail Dead End (in. Max) Live End (in. Max) Dead End Cap Cover f Pass ❑ Fail Tendon Sheathing dPass ❑ Fail Anchor Depth at Pass ❑ Fail Perimeter Edge 11 Pass [J Fail Reason for Failure: FELTENOROUP ARCHITECTURE I ENGINEERING I FORENSICS PNow. 602.867.2660 WWW,FELTENGROUR.COM Address: /Z3/9 w, V !Er4l/E Lot / 2 Block vltn)a/� Filing No. Other Reinforcing Steel Exterior Grade Beam Pass ❑ Fail ❑ N/A Rebar Interior Grade Beam Pass ❑ Fail ❑ N/A Rebar', Other \ El Pass ❑ Fail ❑ N/A Int. Beam DepthAl- t.AN in. elPass ❑ Fail Ext. Beam Dept ti , t.AY' in. Pass ❑ Fail Other Reinforcing Steel I,/ Are plumbing penetrations l Pass ❑ Fail ❑ N/A reinforced per plan? Is perimeter beam and/or floor Pass ❑ Fail ❑ N/A free of horizontal plumbing/ electrical conduits? UFER ass ❑ Fail 1. Felten Group (FG) is not responsible for the acts or omissions of any contractor, subcontractor or material supplier. FG shall not at anytime supervise, direct, or have control over any contractor's work unless noted otherwise herein. 2. The subject inspection is specifically limited to the items listed on this report form. 3. The subject inspection is limited to readily evident and visible items within the field at the time of our site visit, unless specifically noted otherwise in writing. Inspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE J No one available for inspection: Time AM/PM Re -Inspection required: Yes No 'When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _ Job Address: C enla r i Permit Number:)( ;c', (� 7 j V ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes/ No When corrections are complete, schedule re -inspection online. Date: I - ��' ` Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:' Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector:= DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: f2t>2 ,.?` / �� S4 7 ❑ No one available for inspection: Ti _' � M/PM Re -Inspection required: Yes No When corrections have been made, sbh`'dule for reinspection online at: http✓/www.ci.wheatridge.co.uslinspecitio Date: Insp. ctor. - i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: !25x)20car I , 4 .- z_ ❑ No one available for inspection: Ti ' M/PM Re -Inspection required: Yes No When corrections have been made, sohd#ule for re -inspection online at: http✓/www. ci. wheatridge.co.unspec io C— Date:t/5-//21Insp ctor. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: J No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ,� __ r - Job Address: ' Permit Number: E ,'r ❑ No one available for inspection: Ti M/PM Re -Inspection required: Yes No When corrections have been made, salRe ule for re -inspection online at: httpYlwww.ci.wheatridge.co. usfins::0"— l�" Date ��° d p i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: �7_0 ?.. 0 �} i ❑ No one available for inspection: Time `�'-:��:-� N,I%PM Re -Inspection required: Yes filo When corrections have been made, schedule for re -inspection online at. h ttp✓/www. ci. wheatridge. co. us4nspection Date: la ell ?OW Inspector: —5�� DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: Ll No one available for inspection: Time AM/PM Re -Inspection required: Yes N6 When corrections have been made, schedule for re -inspection online at: httpYAvww. ci. wheatridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: bt Job Address: Permit Number: C, 1 11 ❑ No one available for inspection: Time AM/PM Re -Inspection required: lr"e5. No When corrections have been made, schedule for re -inspection online at: http✓/www.ci, wheatridge.co. ushnspection Dater ��` c. Inspector:Yf- DO NOT REMOVE THIS NOTICE 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: —T - Job Address: Permit Number: ( ❑ No one available for inspection: TA -- C� ,� 1ll/PM Re -Inspection require �s `) No When corrections have been made, schedule for re -inspection -online at. http://www.ci.wheatridge.co.usrnspectro}l��---fes DatL______r_&_r1spect014 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: U( - Job Address: li t l,,> Permit Number: cp U ()� cz ❑ 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: /� Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 202001354 PERMIT NO: 202001.354 ISSUED: 09/02/2020 JOB ADDRESS: 12318 W 51st Ave EXPIRE:: 09/02/2021 JOB DESCRIPTION: Ridge at Ward Station- New single family townhome - 3 story, 2 car garage, 4 bedrooms, 3.5 bath •- 1,94.4 sq ft (Bldg 9, Unit 4A) *** CONTACTS *** OWNER (303)325-6521 TOLL SOUTHWEST LLC GC-' (720)537-401.1 CHRIS FERGUSON 190246 TOLL BROTHERS SUB (303)307-4949 MIKE WALES 021693 IDEAL ELECTRIC INC SUB (720)341-7312 CEFERINO RAMOS 190314 CHR PLUMBING SUB (303)423-1982 BERNIE ALGARD 017790 FOUR SEASONS HEATING, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2927 / PARK MEADOWS BLOCK/LOT#: 0 / *** FEF. SUMMARY *** ESTIMATED PROJECT VALUATION: 263,757.00 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 5,538.90 Permit Fee 2,189.85 Engin. Review Fee 100.00 ** 'TOTAL ** 7,948.75 0 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first 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. PLl landscaping shall be installed in accordance with the approved landscape plan (Case No. WSP-18-07) 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. PERMIT NO: JOB ADDRESS: City of Wheat Ridge Single Family - New PERMIT - 202001354 202001354 ISSUED: 09/02/2020 12318 W 51St Ave EXPIRES: 09/02/2021 Ridge at Ward Station- New single family townhome - 3 story, 2 4 bedrooms, 3.5 bath - 1,944 sq ft (Bldg 9, Unit 4A) car garage, 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 �rrned e legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thierrnrtfurtheratteshatamegallyauthorized toinclude all entitesnamed within this documentaspartiestotheworktobe perand that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regula ions, 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required in, and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable codep&kny ordinancepq regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building•Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT Date: Monday, July 20, 2020 4:47:35 PM New Single -Family TOWNHOME UNIT THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Has the Master Plan Yes been approved for this project? Name of Project Ridge at Ward Station PROPERTY INFORMATION Property Address - 12318 W 51st Ave Only enter one unit on this application Property Owner Name Toll Southwest, LLC Property Owner Phone 720-537-4011 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" cferguson@tolIbrothers.com CONTRACTOR INFORMATION Contractor or Architect Toll Southwest, LLC Business Name Wheat Ridge 190246 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 720-537-4011 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address abrandow@tollbrothers.com for Questions/Comments Retype Contractor abrandow@tollbrothers.com Email Address DESCRIPTION OF WORK Detailed Scope of New single family townhome: 3 story, 2 car garage, 3 bedrooms, Work - Example: New 2.5 bath - 1,944 sq ft (Bldg 9, Unit 4A) single family townhome with 2 car garage - 1,525 sq ft total (Bldg 1, B-unit) Square Footage of 1944 New Construction Foundation Plans for 4284-RAWS-Building 9-Structural ndf Specific Building Elevations of Building 4284-RAWS-Building 9-Soils Reoort.odf Site Plan showing Unit 4284-RAWS-Building 9-PP (12318) 7 1420 ndf Highlighted Floor plan of Unit 4284-RAWS-Building 9-Architectural ndf Construction Plans Field not completed. scanned on 11'x17" or larger Project Value (contract 204,182.88 Finished: 1 944sf (x) $122.46 = $238,062 value or cost of ALL Garage: 532sf (x) $48.30 = $25,695 materials and labor) Total: $263,757 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Andrea Brandow Permit Email not displaying correctly? View it in your browser.