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7801 W. 42nd Avenue
1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Single Family - New PERMIT - 202101285 202101285 ISSUED: 07/27/2021 7841 W 42nd Ave EXPIRES: 07/27/2022 Yarrow Gardens - New SF IRC TH- 2 car att garage-Y4W-A (Accessible Unit) 1737 Sq Ft 460 sq ft - 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�permrt. I further attest that I am leg ally 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. 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, 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 permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 requ�ired 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, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 07/27/2021 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 Ridge Single Family - New PERMIT - 202101285 PERMIT NO: 202101285 ISSUED: 07/27/2021 JOB ADDRESS: 7841 W 42nd Ave EXPIRES: 07/27/2022 JOB DESCRIPTION: Yarrow Gardens - New SF IRC TH- 2 car att garage-Y4W-A (Accessible Unit) 1737 Sq Ft 460 sq ft- *** CONTACTS *** OWNER (303)233-2003 HDP WESTRIDGE LLC GC (303)707-4422 GENE W. MYERS 180370 THB WESTRIDGE LLC SUB (303) 761-9276 CHRISTOPHER REISTER 170100 STEEL T HEATING, INC. SUB (303)503-8990 DANIEL KROPSCH 140110 EVANS ELECTRICAL INC. SUB (303)978-1051 TODD WOODFORD 070071 C&T PLUMBING LLC SUB ( 3 0 3) 43 0 -1414 BEN MOE 190121 S I TEW I S E SUB ( 3 0 3) 43 0 -1414 BEN MOE 190121 S I TEW I S E *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2936 / SHARON MANOR / WESTPARK BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 259,429.54 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 51448.02 Permit Fee 21164.05 Engin. Review Fee 100.00 ** TOTAL ** 71832.07 *** 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 2018 IRC, 2020 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. 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. CERTIFICATE OF OCCUPANCY Permit #: 202000483 � �� Wh6atp**id e g COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Stipulations: Yarrow Gardens -New single family townhome - 1,730 sq ft total Model Y4 - Date: 09/24/2020 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: THB WESTRIDGE, LLC ADDRESS: 1875 Lawrence St #900, Denver, CO 80202 CONTRACTOR/ADDRESS: THB WESTRIDGE, LLC 1875 Lawrence St #900, Denver, CO 80202 PROPERTY ADDRESS: 7801 W 42nd Ave, Wheat Ridge, CO 80033 PARCEL #: 39-233-02-186 ZONING: UA OCCUPANCY: R-3 TYPE OF CONST: V -B OCC LOAD:N/A FOR THE FOLLOWING PURPOSE: Single Family -New Code Editions: 2012 ICC / 2017 NEC No change shall be made in the Use of this building without prior notice and a new CERTIFICATE OF OCCUPANCY from the City of Wheat Ridge Certificate MUST be posted by front door of commercial occupancies Chief Building Official Zoning Administrator Sprinklered: No I* � 4 i CITY OF WHEAT RIDGE - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: F 7" Job Address: Permit Number: ZC?__0 ❑ No one available for inspection: Time 3 -'ZO AM/ Re -Inspection required: Yes (!0, When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge. co. ueinspection Date: . 2 n?O Inspector: 70 DO NOT REMOVE THIS NOTICE 3 I'- W V 4- 4a•rIY 4a W 4 W +M� V a X 00 0 � W E W 0 m V ry c V~i N D= OC N w w zz�; LU w N Y ,— Op OD V) 0 OQ 0 w h M �D M +n h N1 JT4l'T 4/'t ALo ^ � Ln 3 C r W v rl J &- -2)0 ` 2)0 M •- to V m W flr C O Q1 c R a E 0 d m o 0 co W 0 -M N N V) v w CP co Q O c:_ `w�v° 0 N i2 °1r v `° v v .. d 41 . > ro p O 47, C N t+1 6 10 Z -r In r- • to CO rA t�j rq CO O m - � - d M � RS C a fU D- m O c ._ - m (U .X Q� w W W V 4- 4a•rIY 4a W 4 W +M� V a X 00 0 � W E W 0 m V ry c V~i N D= OC N w w zz�; LU w N Y ,— Op OD V) 0 OQ 0 w h M �D M +n h N1 JT4l'T 4/'t ALo ^ � Ln 3 C r W v rl J &- -2)0 ` 2)0 M •- to V m W flr C O Q1 c R a E � � d m o 0 co W 0 Z 0 in N V) v w CP ra N Q O c:_ `w�v° ¢ °1r v `° v v .. d 41 . > ro p O 47, C v rl Q &- -2)0 ` 2)0 � V m 0 W ti C O O c " a > v � � d m o 0 co W 10 Z 0 in T o n w c: cc �• � � c ` � y cri F c W w w .,L, In r- • to t�j 16 O m - � - M ai O a �n n ry ni vl N � N rr LJ t iJ iJ M lJ 14 i 1Q r v_ E Q; a L� c , 0 1CL 3 f- n 3 C r F@ N <-„ E E rJ - In V) �U ..0 a C 6r V C <1t i O Ov -Lz n7 CS r :_ O O Ti r (Q = Qt N 10 J tL ii S 7 F O V v ` � W F � =n w, Builder Name: Thrive Home Builders Rating Company: EnergyLogc Permit Date/ umber: Rater ID (RTIN): 7592832 Home Address: 7801 W 42nd Ave, Wheat Ridge, Rating Date: 2020-09-10 CO 80033 Version: 3.0 Thermal Enclosure System i I A complete thermal enclosure system that includes E comprehensive air sealing, quality -installed insulation and high -performing windows to deliver improved I E i comfort and lower utility bills. Air Infiltration Test_ 664 CFM50 (2.24 ACH50) Primary Insulation Levels: Ceiling: R-49 Floor: R-50 Waif: R-23 Slab: R-10 Primary Window Efficiency U -Value: 0.3 SHGC:0.33 Heating, Cooling, and Ventilation System A high -efficiency heating, cooling system. and ventilation system that is designed and installed for optimal performance. Total Duct Leakage: Duct Leakage to Outdoors: 59 CFM @ 25Pa (Rough4n, with 30 CFM @ 25Pa (1.671 100 s.f.) Air Handier) Primary Heating (System Type • Fuel Type • Efficiency): Furnace • Natural Gas • 96.5 AFUE Primary Cooling (System Type - Fuel Type • Efficiency): Air Conditioner • Electric • 13 SEER Zero Energy deference Existing Home Home Homes p o....o Less o� c c o q � ti g o u o a o More O rara*gy Enery 1i101i RESX4T This Norse Water Management System Acomprehensive water management system to protect roofs, walls, and foundations. Flashing, a drainage plane, and site grading to move water from the roof to the ground and then away from the home. Water-resistant materials on below -grade walls and underneath slabs to reduce the potential for water entering into the home. Management of moisture levels in building materials during construction. Energy Efficient Lighting and Appliances c Energy efficient products to help reduce utility bills, while providing high 1quality performance. ENERGY STAR Qualified Lighting: 100% ENERGY STAR Qualified Appliances and Fans: Refrigerators:0 Dishwashers:0 Ceiling Fans: 0 Exhaust Fans: 0 Primary Water Heater (System Type - Fuel Type - cffioiency} Water Heater • Natural Gas • 0.96 Energy Factor This certificate provides a summary of the major energy efficiency and other construction feaiures that contribute to tNs home earning the ENERGY STAR, including its Home Energy Rating System (HERS) score, as determined through independent inspection and verification performed by a trained p:oressional. The Home Energy Rating System is a nationally-rectigruied tubiform measurement of the energy effrcienry of homes. Note that when a home contains midtlple performance levels for a particular feature (e.g.. window efficiency or insuta€ bin levels), the predominant value is shown. Also, homes may be cer*afied to earn the ENERGY STAR using a sampling protocol, whereby one home is randomly selected from a set of homes for representative inspections and tastng. in such cases, the real ores found in each home within the set are :mended to meet or exceed the values presented on :his carbticate. The actual va uos for your home may dttfet, but offer equivalent or better performance. "rhls certiticater was printed using Ekotrope"` (iers,x wi.3.2 21j.. Learn mon, ar wwtvxraergysuxr.tyzwdirrarraervahiresz Property 7801 W 42nd Ave Wheat Ridge, CO 80033 Model: Y4 -E Community: Westridge 7801 W 42nd Ave Thrive Reports Organization EnergyLogic Quinn Stedman Builder Thrive Home Builders Design Heating Cooling Water Heating SubTotal - Used to determine compliance Lights & Appliances Onsite generation Total Inspection Status 2020-09-10 Rater ID (RTIN): 7592832 RESNET Registered (Confirmed) Annual Energy Cost IECC 2012 Performance $366 $70 $156 $592 $478 $o $1,070 Requirements ireen&gyk'Dg1C.cc?11 As Designed $306 $68 $156 $530 $475 $0 $1,005 1!39371111111 As a 3rd party extension of the code jurisdiction utilizing these reports, I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 5. If rating is Projected, I certify that the building design described herein is consistent with the building plans. specifications- and other calculations submitted with the permit application. If rating is Confirmed, I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Organization: Quinn Stedman EnergyLogic Signature: Digitally signed: 9/10/20 at 5:23 PM Ekotrope RATER - Version 3.2.3.2521 IECC 2012 Performance compliance results calculated using Ekotrope FZATER's energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool, All results are based on data entered by Ekotrope users, Ekotrope disclaims all liability for the information shown on this report. 405,3 Performance-based compliance passes by 10.4% 402.41.2 Air Leakage Testing Air sealing is 224 ACH at 50 Pa. It must not exceed 3.00 ACH at 50 Pa, 402.5 Area -weighted average fenestration SHGC 402.5 Area -weighted average fenestration LI -Factor 40322 Duct Testing R4041 Lighting Equipment Efficiency 8403.5 1 Mechanical Ventilation Efficacy Mandatory Checklist tvianclatory code requirements that are not checked by Ekotrope must be met - R4052 Duct Insulation 1!39371111111 As a 3rd party extension of the code jurisdiction utilizing these reports, I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 5. If rating is Projected, I certify that the building design described herein is consistent with the building plans. specifications- and other calculations submitted with the permit application. If rating is Confirmed, I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Organization: Quinn Stedman EnergyLogic Signature: Digitally signed: 9/10/20 at 5:23 PM Ekotrope RATER - Version 3.2.3.2521 IECC 2012 Performance compliance results calculated using Ekotrope FZATER's energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool, All results are based on data entered by Ekotrope users, Ekotrope disclaims all liability for the information shown on this report. CD W.5 co ow 0 r: ah 0 ) 134) .0 IE LL c CT 2� M 0) to C) C.0 m CL LO CN U- 0 CD 0 0 Q1 0) tu 0) a a. LO CN LL C) 0) LO Jd m d) 10 0 m U - c UJ UJ (D ui 0� U) C:) M CLO - z m CD 0 0 2 m ;;z �: 0 XCD E -S m r— m .0 LA U M P ,oW p C 'A —.0 b, E m C: m = E Q, m a e) Ul) *6 7 d, E m E E "D o CD .0 Eig r KI) LLJ 4)IV ui '0 .2 r- .6 v 8 0 m E cca 16 o g E 0 CL vc Pa ME en AG:s k, 11 m R -6 Q6 ED - m CY) A C: N .E m " 0) 0 IECC 2012 Label 7801 W42ndAve Model: Y4 -E Ekotrope RATER - Version: 3.2.3.2521 HERS OP Index Score: 35 Building Envelope Specs Ceiling: R-49 Above Grade Walls: R-23 Foundation Walls: N/A Exposed Floor: R-50 Slab: R-10 Infiltration: 664 CFM50 (2.24 ACH50) Duct Insulation: Supply: RO, Return: RO Duct Lkg to Outdoors: 30 CFM @ 25Pa (1.67 1 100 s.f.) Window & Door Specs U -Value: 0.3. SHGC: 0.33 Door: R-4 Mechanical Equipment Specs Heating: Furnace - Natural Gas - 96.5 AFUE Cooling: Air Conditioner- Electric - 13 SEER Hot Water: Water Heater - Natural Gas - 0.96 Energy Factor Average Mechanical Ventilation: 42 CFM Builder or Design Professional Sianature: Air Leakage Report Property 7801 W 42nd Ave Wheat Ridge, CO 80033 Model: Y4 -E Community: Westridge 7801 W 42nd Ave Thrive Reports Organization EnergyLogic Quinn Stedman Builder Thrive Home Builders Inspection Status 2020-09-10 Rater ID (RTIN): 7592832 RESNET Registered (Confirmed) General Information Conditioned Floor Area [ftp} 1,792.7 Infiltration Volume [ft3] 17,818.22 Number of Bedrooms 2 Air Leakage Measured Infiltration 664 CFM50 (2.24 ACH50) ACH50 (Calculated) 2.24 _LA [sq. in.] (Calculated) 36.52 ELA per 100 s.f. Shell Area (Calculated) 0.788 CFM50 (Calculated) 1664 CFM50/ s.f. Shell Area (Calculated) 10.143 Duct Leakage Mechanical Ventilation Rate [CFM] System 1 Leakage to Outdoors 30 CFM @ 25Pa (1.671 100 s.f,) Total Leakage Test Type Rough -In, with Air Handier Total Leakage [CFM @ 25 Pa] 59.0 Total Leakage [CFM25 / 100 s.f.]_ 3.3 Total Leakage [CFM25 / CFA] 0.033 Mechanical Ventilation Rate [CFM] 42 CFM Hours per day 24.0 Fan Power 15 Watts Recovery Efficiency % 0.0 Runs at least once every 3 hrs? true Average Rate [CFM] 42.0 CFM 2010 ASHRAE 62.2 Req. Cont. Ventilation 40.4 2013 ASHRAE 62.2 Req. Cont. Ventilation 176.3 Ekotrope RATER - Version 3.2.3.2521 All results are based on data entered by Ekotrope users, Ekotrope disrJaims all liability for the information shown on this report. Property 7801 W 42nd Ave Wheat Ridge. CO 80033 Model: Y4 -E Community: 'Nestridge 7801 W 42nd Ave Thrive Reports General Building information Number Of Bedrooms Number Of Floors Conditioned FloorArea [sq. ft -1 Has Electric Vehicle Ready Space Unconditioned, attached garage's Conditioned Volume fcu ft.] Total Units in Building Residence Type Floor Number Model Community Climate Zone Organization inspection Status EnergyLogic 2020-09-10 Quinn Stedman Rater IQ (RTiN): 7592832 RESNET Registered (Confirmed) Builder Thrive Home Builders 2 1;792.7 No Yes 17>818-22 1 Townhouse, end unit Y4 -E Westridge 5B Foundation Wall None Present t; s Foundation Wali Library List 'I W 0, None Present Slab Name Library type Perimeter Floor Grade Carpet R Exposed Surface Area Location Enclosing r Masonry Area Slab R10 Per 43" G i 56.7 On Grade. 0:05 0 221.91t' Exposed Exterior Conditioned Space s. Slab Library List Name Wall Construction Type R10 Per 48" G1 food Frame t Other Slab Completely Underslab Perimeter Perimeter Thermal Break Effective R -value Insulated. Insulation Width [ft] Insulation Depth [ft] Insulation R Value No 0 4 10 No 0.00 0 Building Summary Property 7801 W 42nd Ave Wheat Ridge, CO 80033 Model: Y4 -E Community: Westridge 7801 W 42nd Ave Thrive Reports iFramed Floor Name Library Type Ambient Garage h�N Organization Inspection Status EnergyLogic 2020-09-10 therene� Quinn Stedman Rater ID (RTIN): 7592832 RESNET Registered (Confirmed) Builder Thrive Home Builders Carpet R Floor Grade Surface Area 12" R50 19.2"0C BF 1 Above Grade 93.8 111 Exposed Exterior - 12' R50 19-2"OC BF I Above Grade 512.4 fl' Unconditioned, attached garage Framed Floor Library List Name Effective R -value 12" R50 19.2"OC 8F 46.237 Rim Joitt" Name Library Type Surface Area Location Ambient R 32.0 84.9 ft2 Exposed Exterior Party R 32.0 487 111 Conditioned Space (Adiabatic) Rim Joist Library List Mill Mika N Name Effective Insulation R -value R 320 ,�2,00 , : INA fid, Wall 'P K Name Library Type Surface Color Surface Area Location AGW 2x6 R23 16" OC BF GI Medium 1,837.5 it Exposed Exterior Garage 2x6 R23 16" CC BF Gi Medium 198,0 It, Unconditioned, attached garage Knee Wall 2x4 R13 16" OC FE Medium 44.9 ft' Attic Party Wall 2x4 R13 G1 16'OC FB Medium 762 4 ft' Condilloned Space (Adiabatic) Property Organization Inspection Status 7801 W 42nd Ave EnergyLogic 2020-09-10 !heen.ergyk-1c Wheat Ridge, CO 80033 Quinn Stedman Rater ID (RTIN): 7592832 Model: Y4 -E RESNET Registered (Confirmed) Cornmunity: Westridge Builder Thrive Home Builders 7801 W 42nd Ave Thrive Reports Wall Library List Name Effective R -value is 2x4 R13 16" OC FB 11.32 2x4 R13 GI 16"CiC FB 12,631 2x6 R23 16" OC BF G1 18.498 I Glazing Name Library Type wall Foundation Is Operable Overhang Overhang Ft To Crverhanj; Fit To Orientation Surface Area Assignment wall Dept Top bottom Assignment Right 3033 AGW Yes 0 0 0 Northeast 89.5 rt, Right - Copy 3033 AGW Yes 14 1 7 Northeast 9,0 it, Right - Door 3033 AGW Yes 14 2 10 Northeast 24.0 M back 3033 AGVV Yes G 0 0 Northwest 67.0 R2 front 31113311 AGW Yes 0 0 0 Southeast 470 111 front - Copy 3033 AGW Yes 9 2 55 Southeast TO ft' front - Copy - Copy 3033 AGW Yes 5 2 7 Southeast 35.0 ft, front - Door 3033 AGW Yes 5 0 8 Southeast 24.0 ft' Glazing Library List Name Shgc U -factor 3033 033 0.300 ISkylight None Present Property Organization 7801 W 42nd Ave EnergyLogic Wheat Ridge, CO 80033 Quinn Stedman Model: Y4 -E Garage Door Community: Westridge Builder Thrive home Builders 7801 W 42nd Ave Thrive Reports Name Library type Attic Exterior Area [ft] Clay or Concrete Roof Surface Color SKylight Library List R Tiles None Present Opaque Door Fiat Roof R-49 BF 24"oc fi61.5 Name Library Type Wall Assignment Foundation Wall 661 5 ft, Attic Assignment f inspection Status $` T 2024-09-10 theenergyiogic.com Rater ID (RTIN): 7592832 RESNET Registered (Confinned) Emittance Solar Surface Color Surface Area Location Absorptance --__ Garage Garage Doer Garage 0.9 0.75 Medium 21.4 ft' Exposed Exterior Opaque Door Library List Name Effective R -value Garage Door Roof Insulation Name Library type Attic Exterior Area [ft] Clay or Concrete Roof Surface Color Surface Area Location Tiles Fiat Roof R-49 BF 24"oc fi61.5 No Dark 661 5 ft, Attic Vaulted R-49 Batt 24" OC 168.9 No Dark 168.9 ft' Attic Roof insulation Library Lint Name Has Radiant Barrier Effective R -value -....__ R-49 BF 24"oc NO 49.613 R-49 Batt 24" OC No 45.134 Solar Generation Name Library Type $1kWh from Utility Solar Generation Saar Generation 0 5 Property Organization Inspection Status 7801 W 42nd Ave EnergyLogic 2020-09-10 iheenergylogc.corn Wheat Ridge, CO 80033 Quinn Stedman Rater ID (RTIN): 7552832 Model: Y4-E RESNET Registered (Confirmed) Community Westridge Builder Thrive dome Builders 7801 W 42nd Ave Thrive Reports Whole House Infiltration s",�� �, t WON Infiltration Measurement type Shelter Class 664 CFM at 50 Pa R 4 Elo s-er-doo= tested Mechanical Ventilation Ventilation Type Ventilation Rate IM I Operational hours per day Fan Watts Runs once every three Energy Recovery Percent Minute] hours .. .._._ Exhaust Only . _ _.__.._._ - _ -. __ .................... 42 CFIri 24 .— _ _.... .......—..._.. 15 ,.a,=s Yes _ _- Lighting % Interior Fluorescent % Interior LED Lighting % Exterior Fluorescent % Exterior LED Lighting % Garage Fluorescent % Garage LED Lighting Lighting Lighting Lighting 0 0 ....... _ 104 0 _.._ ._ ........... __.._...-_............ 104 Onsite Generation None Present t Onsite Generation Library List None Present Solar Generation Name Library Type $1kWh from Utility Solar Generation Saar Generation 0 5 Property 7801 W 42nd Ave Wheat Ridge, CO 80033 Model: Y4 -E Community: Westndge 7801 W 42nd Ave Thrive Reports Organization EnergyLogic Quinn Stedman Builder Thrive Home Builders AWAP Solar Generation Library List Name Track Mode Nameplate Capacity (kWdc) Solar Generation Fixed 2.6 kW 1 140, Conditioning Equipment Name Library Type Cooling Equipment 13SEER'248TIJ 2 ton Heating Percent Load 0% Inspection Status 2020-09-10 'heenerqy!.0qic,cC,—., Rater ID (RTIN): 7592832 RESNET Registered (Confirmed) Derate Factor Orientation (deg) OZI 90, Cooling Percent Load Hot Water Percent Load 100% 0% 18, Conditioned Space Heating Equipment 59SC5B060E17-14 IoG% 0% 0% Condittonecl Space Water Heater NPE-240A 0o/. 0% 100% Conditioned Space Heating Efficiency 96.5AFUE Heating Capacity [kBtu/hl 58 -3 Equipment Type: I,3SEER/24BTU 2 ton 6, Fuad Type Electric Distribution Type Fr�rced Air Motor Type PSC (Single Speed) Cooling Efficiency 13 SEER Cooling Capacity [kBtu/h] 24 Equipment Type: 69SC513060121 7-14 AnNI, Fuel Type Natural Gas Distribution Type Forced Air --- --- Motor Type ECM (Variable Speed) Heating Efficiency 96.5AFUE Heating Capacity [kBtu/hl 58 Use default EAE yes EAE [kWh] 7461.4 Equipment Type: NPE-240A Fuel Type Distribution Type Hot Water Efficiency Tankless? Natural Gas Hydronic Delivery (Radiant) 0.96 Energy Factor Yes A Property 7801 W 42nd Ave Wheat Ridge, CO 80033 Model: Y4 -E Community: Westridge 7801 W 42nd Ave Thrive Reports Distribution System Distribution Type Heating Equipment Cooling Equipment Sq. Feet Seared 4 Return Grilles Supply Duct R Value Return Duct R Value Supply Duct Area [ft'} Return Duct Area [ft] Leakage to Outdoors Total Leakage Total Leakage Duct Test Cond€fions Use Default Flow Rate Duct 1 Duct Location Percent Supply Area Percent Return Area Duct 2 Duct Location Percent Supply Area Percent Return Area Duct 3 Duct Location Percent Supply Area Percent Return Area I Duct 4 Duct Location Percent Supply Area Percent Return Area Duct 5 Duct Location Percent Supply Area Percent Return Area Duct 6 Duct Location Percent Supply Area Percent Return Area Ceiling Fan Has Ceiling Fan Cfm Per Watt Organization EnergyLogic Quinn Stedman Builder Thrive Home Builders Forced Air Heating Equipment Cooling Equipment 1792.7 3 0 0 484 029 268.905 30 CFM cr 25Pa {1.671 100 s f } 59 CFM25 Rough -in, with Air Handler Yes Conditioned Space 100 100 Conditioned Space 0 0 Conditioned Space 0 0 Conditioned Space 0 0 Conditioned Space 0 0 Conditioned Space 0 0 No --70.42254 W-- __ Inspection Status 2020-09-10 RWer ID (RTIN): 7592832 RESNET Registered (Confirmed) #heene:tgylogic.ccr 7 F.-11n5MHEM= Property 7801 W 42nd Ave Wheat Ridge, CO 80033 Model- Y4 -E Community- Westri0ge 7801 W 42nd Ave Thrive Reports Water Distribution Water Fbdure Type Use Default Hot Water Pipe Length Hot Water Pipe Length [ft] At Least R3 Pipe Insulation? Hot Water Recirculation System? Hot Water Branch Length 1111 Recirculation System Control Recirculation Pump Power [Watts] Shared? Recirculation System Pipe Loop Length [ft] Drain Water Heat Recovery? Clothes Dryer Cef Fuel Type Field Utilization Is Outside Conditioned Space Clothes Dryer Available Defaults Type Clothes Washer Label Energy Rating Annual Gas Cost Electric Rate Gas Rate Capacity Imef Defaults Type Is Outside Conditioned Space Clothes WasherAvailable Dishwasher Dishwasher Efficiency Dishwasher Size Is Outside Conditioned Space Organization EnergyLogic Quinn Stedman Builder Thrive Home Builders Low -flow No 50 No Yes 15 Presence Sensor Demand Control 90 No 94 No 26173913 Electric Timer Controls No Yes HERS Reference 487 kWhfYear S2100 "'- "' -' $0.08/kWh 50-69/Therm 12 0.80738842 Medium Efficiency No Yes 270 kWh Standard No Inspection Status 2020-09-10 Rater ID (RTIN): 7592832 RESNET Registered (Confirmed) 141 Property Organization Inspection Status 7801 W 42nd Ave EnergyLogic 2024-09-10 Wheat Ridge, CO 80033 Quinn Stedman Rater 10 (RTIN): 7592832 Model: Y4 -E RESNET Registered (Confirmed) Community: Westridge Builder Thrive Home Builders 7841 W 42nd Ave Thrive Reports Appliances and Controls;Y_& Programmable thermostat? Yes Range,Oven Fuel Natural Sas Convection Oven? Yes Induction Range? No Range/Oven Outside Conditioned Space? No Refrigerator Consumption 563 kWh(Year Refrigerator Outside Conditioned Space? No Notes h ee t�et<y ingc,Ce� 9 RESNET HOME ENERGY RATING Standard Disclosure heene,gylogi ce s For home(s) located at: 7801 W 42nd Ave, Wheat Ridge, CO Check the applicable disclosure(s).- The isclosure(s). The Rater or the Rater's employer is receiving a fee for providing the rating on this home. jf- 2. In addition to the rating, the Rater or the Rater's employer has also provided the following consulting services for this home: A. Mechanical system design t�-'_j B. Moisture control or indoor air quality consulting lEj C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales or construction personnel El E. Other(specify) fz43. The Rater or the Rater's employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financed payments on this home C. An employee, contractor, or consultant of the electric and/or natural gas utility serving this home E4. The Rater or Rater's employer is a supplier or installer of products, which may include: Products HVAC systems Installed in this home by EIRater EjEmployerRater OR is in the business of Employer Thermal insulation systems Rater DEmployer EIRater Employer Air sealing of envelope or duct systems DRater DEmployer []Rater Employer Energy efficient appliances Rater Employer Rater Employer Construction (builder, developer, construction contractor. etc) FlRater EEmployer ERaterEmployer Other (specify): __.RaterEmployerRater Employer [ 5. This home has been verified under the provisions of Chapter 6, Section 603 "Technical Requirements for Sampling" of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). Rater Certification #: 7592832 Name: Quinn Stedman Organization: EnergyLogic Signature: Digitally signed: 9/10/20 at 5:23 PM I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry NationalHome Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 102.1.4.6 of the standard and are posted at https:ilstandards.res net. us The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET Form 03001-2 -Amended March 20, 2017 N 0-0 0 0 !J � W E T L V a'' o < 41 W •L w Q 4J 41 N m u > O o m E- 4-0 E-_ ,a O > ++ > (DO 00 U r' ����� L � •L ai m � L ci m c m U •.� v �, tn O 1 > • ! i i • i z s a3 3 o u �' v v > E � .,_, w' CO U .-jLn .a O a, N p =U 73O fli N -0 L ,t N 'i +' _ •i _ � o� tm > O O o V)0 +j Z) 0 O N W �►°mO coLyJ —� p� `O u +1 c F- © v • - tu v �- Q V) ui 0 ' p vi c a H0 0i i ZERO ENERGY READY HOME U.S, DEPARTMENT OF ENERGY YOUR HOME WAS DESIGNED, ENGINEERED, AND CONSTRUCTED IN CONFORMANCE TO U.S DEPARTMENT OF ENERGY (DOE) GUIDELINES FOR EXTRAORDINARY LEVELS OF EXCELLENCE AND QUALITY. Address: 7801 W 42nd Ave, Wheat Ridge, CO 80033 BuffderThrive Home Builders Inspector EnergyLogic Datw.2020-09-1 0 THIS HOME MEETS OR EXCEEDS THE MINIMUM CRITERIA FOR THE FOLLOWING: ENERGY STAR V3 ENERGY STAR V3.1 2012 INTERNATIONAL ENERGY CONSERVATION CODE Existing Homes Reference Home Zero Energy Home C013 RVINE1 SAM RASHKIN, CHIEF ARCHITECT BUILDING TECHNOLOGIES U.S. DEPARTMENT OF ENERGY More Enorgy ISO 140 130 120 110 100 90 80 70 60 so 40 -ift 30 20 This Home 10 0 1 less Energy Ekotrope RATER - Version 32.3.2521 Ali results are based on data entered by Ektropeusers. Ek�atrope disdains all I ability for the information -shown on ;hs feport- 2005 EPAct Energy Efficient Home Tax Credit Property Organization Inspection Status 7801 W 42nd Ave EnergyLogic 2020-09-10 Wheat Ridge, CO 80033 Quinn Stedman Rater ID (RTIN): 7592832 Model: Y4 -E RESNET Registered Community: Westridge Builder (Confirmed) Thrive Home Builders 7801 W 42nd Ave Thrive Reports RESNET Confirmed Rating Normalized Modified End -Use Loads (MBtu 1 year) Category 2006 IECC 50% As Designed Target Heating 18.6 16.8 Cooling 2.5 3.2 Total 21.1 20.0 Ceiling U: 0.020 Wall U: 0.054 Framed Floor U: 0.022 Slab R: 0.0 Window U: 0.300 Building Features Envelope Loads (MBtu t year) Category 2006 IECC As Designed 90% Target Heating 33.5 23.8 Cooling 4.5 4.7 Total 38.0 28.5 Window Combined SHGC: 0.23 Heating System: AFUE = 96.5 % Cooling System: SEER = 13 Duct Leakage to Outside: 30 CFM @ 25Pa (1.671 100 s.f.) This home meets the requirements for the residential energy efficiency tax credit under section 1332, Credit for Construction of New Energy Efficient Homes, of the Energy Policy Act of 2005. Builder should verify that the 45L Tax Credit is available for the year in which this home was built. The undersigned certifier verifies that: (1) The dwelling unit has a projected level of annual heating and cooling energy consumption that is at least 50 percent below the annual level of heating and cooling energy consumption of a reference dwelling unit in the same climate zone; (2) Building envelope component improvements alone account for a level of annual heating and cooling energy consumption that is at least 10 percent below the annual level of heating and cooling energy consumption of a reference dwelling unit in the same climate zone; and (3) Heating and cooling energy consumption have been calculated in the manner prescribed in section 2.03 of this notice. (4) Field inspections of the dwelling unit (or of other dwelling units under the ENERGY STARG for Homes Sampling Protocol Guidelines) performed by the eligible certifier during and after the completion of construction have confirmed that all features of the home affecting such heating and cooling energy consumption comply with the design specifications provided to the eligible certifier. "Under penalties of perjury, I declare that I have examined this certification, including accompanying documents, and to the best of my knowledge and belief, the facts presented in support of this certification are true, correct, and complete." Name: Quinn Stedman Organization: EnergyLogic Signature: a (* A" Digitally signed: 9/10/20 at 5:23 PM Ekotrope RATER - Version 3.2.3.2521 All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. M 3 0 , ops os 3„ nrA m m aa�o s r 10 � o L a� T d a -1 Gy to rr T (-) = 0 :3< 0 m .. 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Wheat Ridge, CO 80033 On June 2, 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, Dominic Chapman Field Inspector Sincerely, a 46537, i Ross Maxwell, PE Assistant Director of Structural Engineering 5335 W 48t1 Ave. Suite 300 303.670.7242 ph design@evstudio.com Denver, CO 80212 303.679.1862 fax www.evstudio.com 78 3 Y 4� cK �- --" c ;F - September 16, 2020 TH Yarrow Gardens LLC 1875 Lawrence Street, Suite # 900 Denver, CO 80202 Re: Exterior Shear and Hold Down Letter Yarrow Gardens Townhomes 7830, 7834, 7838, 7842, 7846, 7850 W. 43rd Cir. Wheat Ridge, CO 80033 On June 2, 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, Sincerely, 46537 Dominic Chapman Ross Maxwell, PE Field Inspector Assistant Director of Structural Engineering 5335 W 481h Ave. Suite 300 303.670.7242 ph design@evstudio.com Denver, CO 80212 303.679.1862 fax www.evstudio.com 7 ep z G cvc z September 16, 2020 TH Yarrow Gardens LLC 1875 Lawrence Street, Suite # 900 Denver, CO 80202 Re: Exterior Shear and Hold Down Letter Yarrow Gardens Townhomes 7830, 7834, 7838, 7842, 7846, 7850 W. 43rd Cir. Wheat Ridge, CO 80033 On June 2, 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, Dominic Chapman Field Inspector Sincerely, V Ross Maxwell, PE Assistant Director of Structural Engineering 5335 W 481h Ave. Suite 300 303.670.7242 ph design@evstudio.com Denver, CO 80212 303.679.1862 fax www.evstudio.com 2 6� ze-� 6 0 ? /- c/ September 16, 2020 TH Yarrow Gardens LLC 1875 Lawrence Street, Suite # 900 Denver, CO 80202 Re: Exterior Shear and Hold Down Letter Yarrow Gardens Townhomes 7830, 7834, 7838, 7842, 7846, 7850 W. 43rd Cir. Wheat Ridge, CO 80033 On June 2, 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, Dominic Chapman Field Inspector Sincerely, 46537 ./ k 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 7g Z.6 2,,p, .� September 16, 2020 TH Yarrow Gardens LLC 1875 Lawrence Street, Suite # 900 Denver, CO 80202 Re: Exterior Shear and Hold Down Letter Yarrow Gardens Townhomes 7830, 7834, 7838, 7842, 7846, 7850 W. 43rd Cir. Wheat Ridge, CO 80033 On June 2, 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, Sincerely, p,00 LICt, I Cp 0 46537 Weis Fh�� Dominic Chapman Ross Maxwell, PE Field Inspector Assistant Director of Structural Engineering 5335 W 481h Ave. Suite 300 303.670.7242 ph design@evstudio.com Denver, CO 80212 303.679.1862 fax www.evstudio.com 7 ,Pi 7 '-) September 16, 2020 TH Yarrow Gardens LLC 1875 Lawrence Street, Suite # 900 Denver, CO 80202 Re: Exterior Shear and Hold Down Letter Yarrow Gardens Townhomes 7830, 7834, 7838, 7842, 7846, 7850 W. 43rd Cir. Wheat Ridge, CO 80033 On June 2, 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, Dominic Chapman Field Inspector Sincerely, ✓s 46537' A J t. Ross Maxwell, PE Assistant Director of Structural Engineering 5335 W 48111 Ave. Suite 300 303.670.7242 ph design@evstudio.com Denver, CO 80212 303.679.1862 fax www,evstudio.com L Gerard Enterprises, Inc. Structural Engineers 6355 Ward Road, Suite 308 Arvada, CO 80004 (303) 940-0996 I(6--/ W S/ s E-mail: office@geistructural.com 2Vz0 0/ 3/� Remington Homes, Inc. 9468 West 58"' Avenue Arvada, Colorado 80002 Attention: Subject: Address: Date of Observation: Mr. Horn: Job No.: 200169 Date: 9/16/20 Mr. Jim Horn Foundation Footing Observation 11831 West 51St Avenue, Lot 11, Block 4 Hance Ranch Subdivision, Arvada, Colorado September 15, 2020 An observation of the foundation footing was conducted at the subject location on the date indicated. This observation is limited to the size of the footings. The foundation footings were sized in general compliance to the foundation plan prepared by Gerard Enterprises, Inc., for the subject site. The suitability of the soil within the footing forms must be observed and approved by the geotechnical engineer of record. Please contact us if you have any questions concerning this observation or when we can be of further assistance. Gerard Enterprises, Inc. Project Engineer .E. erard Enterprises, Inc. 6355 Ward Road, Suite 308 Structural Engineers Arvada, CO 80004 OBSERVATION REPORT Builder lA°,n�e3 Site Address 11,83 t-��s?r I Aue, Lot t 1 , Block L1 Subdivision w%'LCA— c,,%-V1.U� City/County inee-(941,- TYPE OF OBSERVATION (303) 940-0996 Fax (303) 940-1718 Date 9 / -tr /'20 Time 3:30 Temp. Wall Reinf. Other U0 "J ere_"���r FOUNDATION/FOOTING REINF. PLACEMENT Steel -grade Size " Void in place below wall/ftg. Add'I Bar per Detail (See Attached) - Located in Tied or Chaired " Clr. To reinf. COMMENTS/CORRECTIONS REQUIRED wall. Need to place haunch steel. Need to place brickledge steel. Need window steel per section sheet. * on diagram Thermally protect due to weather conditions. Ap by 4r;•�pp ••: �1�::. d with modifications Modifications r� �••P41b Date En it For Residential Construction Observation Only. rAL E,,, I i Ap by 4r;•�pp ••: �1�::. d with modifications Modifications r� �••P41b Date En it For Residential Construction Observation Only. rAL E,,, Gerard Enterprises, Inc. Structural Engineers 6355 Ward Road, Suite 308 Arvada, CO 80004 (303) 940-0996 E-mail: office Qgeistructural.com U'R 3 3 C-� S%s�j�v Remington Homes, Inc. 9468 West 58th Avenue Arvada, Colorado 80002 Attention: Subject: Address: Date of Observation: Mr. Horn: Job No.: 200169A Date: 9/16/20 Mr. Jim Horn Foundation Footing Observation 11833 West 51" Avenue, Lot 10, Block 4 Hance Ranch Subdivision, Arvada, Colorado September 15. 2020 An observation of the foundation footing was conducted at the subject location on the date indicated. This observation is limited to the size of the footings. The foundation footings were sized in general compliance to the foundation plan prepared by Gerard Enterprises, Inc., for the subject site. The suitability of the soil within the footing forms must be observed and approved by the geotechnical engineer of record. Please contact us if you have any questions concerning this observation or when we can be of further assistance. Gerard Enterprises, Inc. � y eitzel aff Inspector Project Gerard Enterprises, Inc. Structural Engineers 6355 Ward Road, Suite 308 Arvada, CO 80004 OBSERVATION REPORT Builder-w.wc��o Site Address__3 Lot (ti Block 1i Subdivision Hu�vtc.e_ 11_��CI-VL�,� City/County kA) 1��� c- TYPE OF OBSERVATION a00)IyA (303) 940-0996 Fax (303) 940-1718 Date_ i - / ,� .-La Time 3'. 3 O tl Temp. -21 Wall Reinf. Other I�ook-i U,,J ver°",/ FOUNDATION/FOOTING REINF. PLACEMENT Steel -grade Size " Void in place below wall/ftg. Add'I Bar per Detail (See Attached) - Located in Tied or Chaired " Clr. To reinf. COMMENTS/CORRECTIONS REQUIRED wall. Need to place haunch steel. Need to place brickledge steel. Need window steel per section sheet. * on diagram Thermally protect due to weather conditions. Approved ___�_ App I modifications Modifications rejt& - alb-Ap - J.4 Date n;-fineer For Residential Construction Observation Only. FIII � i ! ` 1 = Approved ___�_ App I modifications Modifications rejt& - alb-Ap - J.4 Date n;-fineer For Residential Construction Observation Only. FIII I i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: % O A W A vim. Permit Number: ?.-ems Z -a 670 y .Sr- f",P 6^✓s e--cr rP CIP-0-7 ❑ No one available for inspection: Time M Re -Inspection required:Ye No When corrections have been made, schedule for re -inspection online at: httpAwww.ci. wheaa/tridge.co.usrnspection Date: '� / ��r Inspector: S}o DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: M F / Job Address: 7 .t9 / Gr/ Permit Number: Z e-57 el-,) p ❑ No one available for inspection: Time//' �'�.,A--- M/PM Re -Inspection required: When corrections have been made, schedule for re -inspection online at., http✓/www. ci. whea tridge. co. uslinspection Date: 4//� Inspector:` DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: a-- f=( Job Address: 447 Permit Number: P=1 ❑ No one available for inspection: Tim AM/PM Re -Inspection requires No When corrections have been made, sche ule n tion online at. http✓/www.ci.wheatridge.co.ueinspectiofi i i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: e Permit Number: ❑ No one available for inspeetfon: Tirr M/PM Re -Inspection required: Yes,/No When corrections have been made, scor re n► s n -e eat: httn_-Awww_r_i_wheatridae_ce_u Date: (. I'I i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Z/1/ -s Job Address: Permit Number: f622 -eV Q cJ ❑ No one available for inspection: Time f Z %AM/ Re -Inspection required: YesNo When corrections have been made, schedule for re -inspection online at: httpAwww.ci. wheatridge.co.usrinspection Date: `��%S�� inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 90F ,,4F/ TSF l FWD Job Address: _2a / W Z `= A V40 Permit Number: eo ?V 00 `i ❑ No one available for inspection: Time Re -Inspection required: es No When corrections have been made, schedule for re -inspection online at: h ttpYlwww. ci. wheatridge. co. usrnspection Date: ce /&-ev Inspector:— DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOT *�- r Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM v Re -Inspection required: Yes �`.,-6w When corrections have been made, s edule for re -inspection online at: httpJ/www.ci.wheatridge.co.u�nspe � t on 1 � Da��: spe i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: iV1 _ 5 Job Address:' �" '^=4 ve— Permit Number: a_oz.® d:2® ❑ No one available for inspection: Time : _3S M Re -inspection required: Yes ON 11� When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. usrnspection Date: 2Z/y/ ?—inspector: S DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: A-1 L _S Job Address: i 9 0 / fits `?° 7 =-`I ze- Permit Number: 7-O t G 0,0 4::�/ ' ❑ No one available for inspection: Time //`/�"- AM/PM Re -Inspection required: Yew 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 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 7RCbl Permit Number: ❑ No one available for inspection: Time _ AM/PM Re -Inspection required: Yes KNo When corrections have been madeule for re -inspection online at. httpYlwww.ci.wheatridge.co. u�ns tion I* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: S/ Job Address: Permit Number: �� 04�C ❑ No one available for inspection: Time . ��/ /PM Re -Inspection required: Yes 00 When corrections have been made, schedule for re -inspection online at: httpJ/www.ci. wheatridge.co. usrnspection Date: �� Inspector:_ ..� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: E !� Job Address: 7 C90 ,Ll,ri Ave. - Permit ve.-Permit Number: 7_. &7) n OU ❑ No one available for inspection: Time Re -Inspection required: Yes o� When corrections have been made, schedule for re -inspection online at. http://www.ci. wheatridge.co. usdnspection Date: Z Z,/ 2U2_ Inspector: S%.4 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: D 6 2!A _S Job Address: 720 / w Permit Number: 490 ❑ No one available for inspection: Time 0Z`% 5- M,GPM Re -Inspection required: Yes,/,No, When corrections have been made, edule for re -inspection online at: http✓/www. ci. wheatridge. co. usrnspection Date: 7Z,1Z,0, ' Inspector: DO NOT REMOVE THIS NOTICE 7gD/ z,oz- June 25, 2020 TH Yarrow Gardens LLC 1875 Lawrence Street, Suite # 900 Denver, CO 80202 Re- Framing Observation Yarrow Gardens Townhomes 7801 — 7813 W. 42,d Ave. Wheat Ridge, CO 80033 o/ o 73 As requested, EVstudio was present at the above referenced address on June 22, 2020 to inspect the framing and construction of the building. All plywood/OSB shear wall nailing and sheathing were previously inspected at a previous time. After the observation, mark-ups were issued to the contractor and completed as noted and verified by the field super intendent. 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, Dominic Chapman Field Inspector Sincerely, n'� ��r` %✓ ' `��.i s o, 537 Ross Maxwell, PE Asst. Director of Structural Engineering u, 303.670.7242 h design@evstudio.com 5335 W. 48 Ave. Suite 300 P Wv�nv.evstudio.com Denver, CO 80212 303.679.1862 fax 7g©� wYz!1Y A t, -e - Z©zo D! ©73 June 15, 2020 THYarrow Gardens LLC 1875 Lawrence Street, Suite # 900 Denver, CO 80202 Re: Exterior Shear and Hold Down Letter Yarrow Gardens Townhomes 7813, 7809, 7805, 7801 W. 42nd Ave. Wheat Ridge, CO 80033 On June 9, 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, Sincerely, , 0 Lie; •f 46537 NM- ' Dominic Chapman Ross Maxwell, PE Field Inspector Assistant Director of Structural Engineering 5335 W 48th Ave. Suite 300 303.670.7242 ph design@evstudio.com Denver, CO 80212 303.679.1862 fax \Awmevstudio.com i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Q / 6L,/ -1-10 4'4L -4e, Permit Number: 00 &/ 9'-? ❑ No one available for inspection: Time /fa -�p� PM Re -Inspection required: Yes � When corrections have been made, schedule for re -inspection online at: http://www.ci.wheatridge.co.us inspection Date: 7 .>CUe`ZwP Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: - A / Job Address: .;;7q Q/ Permit Number: 2 lV e57 e2C2 �Z r / i a 1 4 ❑ No one available for inspection: Time M M� Re -Inspection required�es)No �// When corrections have been made, schedule for re -inspection online at: hUp✓/www. ci. wheatridge. co. usrnspection Date: 7-2Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection. Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: F 1P Job Address: % % Z/ 0� Permit Number: 7_0 Z_0 00 ❑ No one available for inspection: Time /252- '612V /PM Re -Inspection required: Yesi When corrections have been made, schedule for re -inspection online at: httpYAvww.ci. wheatridge.co. usrnspection Date: 2, Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: FF/ z::-/ zi P Job Address: 7�0/ 271 Permit Number: J No one available for inspection: Time Re -inspection required: Yes (Noo) When corrections have been made, schedule for re -inspection online at: h ttp Ylwww. ci, wheatridge. co. uslinspection Date:- 7-1-e?e; -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: R , ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, http✓/www.ci. wheatridge.co. uetnspi Date. - sperto�. for re -inspection online at: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -�� ? _4 Job Address: Part Permit Number: E—+ S ❑ No one available for inspection: Time i/ .1AM1PM Re -Inspection required: Yes No s.r .;.. When corrections have been made, hedw$;�r re -inspection online at: http✓/www.ci.wheatridge.co.usrnspqfcti p Dat e1 t4— 1 cto i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 1 Inspection Type: F-?,/ 141 R I Job Address: zgo / w l z-L�v42-1 �T Permit Number: Qp yq ❑ No one available for inspection: Time —5 :cl, AM Re -Inspection required:es No When corrections have been made, schedule for re -inspection online at. h ttpJ/www. ci. whea tridge. co. uslnspection Date: 6 hd/za ZO Inspector:_`' DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _Al / Job Address: O / G✓ Permit Number: pip ®� ❑ No one available for inspection: Time AMM Re -Inspection required: Yes } When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. uslinspection Date:- 3 2020 Inspector:- -.5/0= DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 202001073 PERMIT NO: 202001073 ISSUED: 06/11/2020 JOB ADDRESS: 7801 W 42nd Ave EXPIRES: 06/11/2021 JOB DESCRIPTION: Yarrow Gardens - Install PV solar system, 2.56 kw, 8 LG panels. *** CONTACTS *** OWNER (303)319-4548 TH YARROW GARDENS LLC SUB (303)447-0300 JEFF DENOVAN 090413 NAMASTE SOLAR *** PARCEL INFO *** ZONE CODE: MU -N / Mixed Use Neighborh USE: UA / Unassigned SUBDIVISION CODE: 2 / Multi -Family Vacant BLOCK/LOT#: 5 / 18 *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,704.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** 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. I, by my signature, do he 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 pernirt. 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 perfornled 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. 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 pennit fee. 3_ If this permit expires, a new pennit 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 perfonned that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any 7placable code or y 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. Dina Kemp From: no-reply@ci.wheatridge.co.us Sent: Wednesday, June 10, 2020 3:56 PM To: CommDev Permits Subject: Online Form Submittal: Solar PV Installation Categories: Dina Solar PV Installation This application is exclusively for Solar PV Installations YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Solar PV Installation? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone 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** 7801 W 42nd Avenue Thrive Homebuilders 303-319-4548 amarti@thrivehomebuilders.com Electronic Payment Form Namaste Solar.pdf CONTRACTOR INFORMATION Contractor Business Namaste Solar Electric Inc Name I Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address Retype Contractor Email Address DESCRIPTION OF WORK 090413 303-447-0300 kyle.pegon@namastesolar.com kyle.pegon@namastesolar.com Scope of Work Master plan approved, over the counter permit. 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. KW # of Panels Location of Panels Structural required Upload engineer letter or pages on 8 1/2 " x 11 " only 2.56 8 8 on roof No Wheat Ridge Permit Application filled and signed.pdf Solar Installation Plan Set 11X17 RFC PLOTPLAN WESTRIDGE LOT 18 BLOCK 5 on 11"x17" only. BLDG 20 7801 W 42ND AVE PLAN Y4 E- S OR1 LG320V5.pdf Project Value (contract 8704 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with rJ 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 been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Kyle Pegon Permit 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. Email not displaying correctly? View it in Vour browser. CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _511.�Z, Job Address: Permit Number: I.J No one available for inspection: Time &IPM Re -Inspection required: (YesNo When corrections have been made, schedule for re -inspection online at: http://Www.cLwheatridge.co.us,rinspection Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /IFN S 14 Job Address: -7 g d / t -t/ `=�-- 14 VC, Permit Number: ZO Z-000 L/ 03 ❑ No one available for inspection: Time/0 •' �® �M Re -Inspection required: Yes 60 When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: le/Z00o Inspector: DO NOT REMOVE THIS NOTICE TH Yarrow Gardens LLC 1875 Lawrence Street, Suite # 900 Denver, CO 80202 Re- Structural Slab Observation Yarrow Gardens Townhomes 7801, 7805, 7809, 7813 W. 42nd Ave. Wheat Ridge, CO 80033 2020 As requested, E"Vstudio was present at the above referenced address on April 30, 2020 to observe the placement of the steel in the structural slab on void. It is our professional opinion that all slabs were constructed, and all reinforcement steel was 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, Dominic Chapman Field Inspector Sincerely, Ross Maxweil, PE Asst. Director of Structural Engineering 5335 V 48111 Ave. Suite 300 303-670.7242 ph design(ewevstuoio.com Denver, CO 80212 303-679-1862 fax www.evstudio.com y" �- n. i / Dominic Chapman Field Inspector Sincerely, Ross Maxweil, PE Asst. Director of Structural Engineering 5335 V 48111 Ave. Suite 300 303-670.7242 ph design(ewevstuoio.com Denver, CO 80212 303-679-1862 fax www.evstudio.com y" �- n. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -S<-b'3 e , �n-�l'6 Job Address: 79��/ !,.?i_ 5'? Permit Number: 26i2U 3 t ❑ No one available for inspection: Time �M Re -Inspection required: � No /--I When corrections have been made, schedule for re -inspection online at: http.Vlwww. ci. wheatridge. co. usVinspection Date: '�'' Dc_- Inspector: DO NOT REMOVE THIS NOTICE � � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: iy 7 - SSC_ Job Address: 7 �,-v/ tom, -Y? "� ) Permit Number: C t__ l �zs ❑ 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. cL wheatridge. co. ueinspection Date:'Inspector: h` r' 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: 4*eYC ❑ No one available for inspection: Tirr /PM Re -Inspection required: Yes `No *When corrections have been made, sclgdule for re -inspection online at: http✓/www.ci.whea#ridge.co.uslinspebtion) -- Datspecto . DO NOT IDEM E THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: y? ❑ No one available for inspection: Time / oc� 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: _ ? - Inspector: A. DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: X6 Job Address: -417 Permit Number: 1�1`e ❑ No one available for inspection: Time PM 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 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 6=>t _ t � ' I)r- 21- Job 1 Job Address: -7 RKD1 LL-) L4?A-10 Permit Number:�� ❑ No one available for inspection: Time ) U ASM/PM Re -Inspection required: Yes No,.---,` When corrections have been made, schedule for re -ins, egt(aa online at: http:Uwww.ci.wheatridge.co.uslinspectio Date. specto 41 1 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -?G%G ct-C/6 Job Address: 775i</!/ Permit Number: 26"06! e -G y ❑ No one available for inspection: Time Cj (AMJPM Re -Inspection required: Yes iNo /' 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: 6 c,VyG Job Address: 71aG/ Com/ y2' 4zlz- Permit Number: 7c.Z0 C, C, ❑ No one available for inspection: Time ,- .>.'3( Re -Inspection required:es > No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: ``/- 22- 70 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: A Z r Job Address: !xv Permit Number: 7` zr: c_:, 4114 ❑ No one available for inspection: Time ANPM Re -Inspection required: Yes 'N61. � r When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE Ctly (-A W heat id t,t),etlllt?�.11f4'IiE4ftEC71',�4tbtit �` FOR OFFICE USE ONLY Approved by: 4 4/16/2020 Inspector Date City of Wheat Ridge Municipal Building 7500 W. 291' 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: q - -� Z0 PERMIT# 202000483, 00484, 00485, 00486 ADDRESS: _ � � 1W �/Z nd k671 /�(- 1 � YARROW GARDENS F3 LOT is- % BLOCK .� 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: '� REAR: �� • SIDE: I , � SIDE: Co- -3 The foundation corner ELEVATIONS (NAVD88) have been determined to be: FRONT: REAR: SIDE: SIDE: All measurements have been determined on the following location: (Check only one): XXX 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 41-9-2,0 www.ci.)vheatridge.co.us rp.DO LICSS hf �iS' 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 AGW FIELD TICKET -Pending Review Report #: STL-000001 Residential Client: Project: 2180 South Ivanhoe Street, Suite 5 Denver, CO 80222 TH Yarrow LLC 185540-18R Phone: (303) 759-8100 1875 Lawrence Street, Suite 900 7801 W 42nd Ave, Lot 18, Block 5 Denver, CO 80202 Yarrow Gardens Wheatridge, CO FOUNDATION WALL REINFORCING OBSERVATION Activity Date: 04/09/2020 Technician: Baxter, George As requested, we arrived on site on this date to observe the reinforcing steel within the foundation wall forms. It is our opinion that the wall reinforcing steel we observed on this date was in general conformance with the project plans provided to us. It must be understood that checking final form positioning is not within our scope of work. If you have any questions regarding this information, please call. Observations were conducted on a part-time, on-call basis. The Concrete Encased Electrode (CEE) was installed on this date at the following location(s): 5 Feet South Of Northwest Garage Corner Observations are conducted on a part-time, on-call basis (unless noted otherwise). This field report should NOT Page 1 of 1 be considered a final report since it must be reviewed by the engineer. Therefore, all information within this report and attachments (if any) are subject to review. CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPEC .,',-,_T1I0NN0VCE A -y Inspection Type: 1G_' Job Address: 7�l Permit Number: 76"r 4z' 64/0 &1rwAkC) j5c:, gig% Z� Ll No one available for inspection: Time /,/m'5,v A - _WPM Re -inspection required: Yes N_ When corrections have been made, schedule for re -inspection online at: httpYA,vww.ci, wheatridge.co. usVinspection Date:-'-, Inspector: I DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE" Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 70 &/ z == �3r✓ ' Permit Number: ❑ No one available for inspection: Time ?!9'7 A Re -Inspection required: Yes i� When corrections have been made, schedule for re -inspection or, http✓/www. ci. wheatridge. co. usrnspection Date: '/-/G - `Fc' Inspector: Ir DO NOT REMOVE THIS NOTICE VJAGW FIELD TICKET-Pending Review Report#: STL-000001 A G. WASSF.NAAR. IN, Residential Client: Project: 2180 South Ivanhoe Street, Suite 5 Denver, CO 80222 TH Yarrow LLC 185540-18R Phone: (303) 759-8100 1875 Lawrence Street, Suite 900 7801 W 42nd Ave, Lot 18, Block 5 Denver, CO 80202 Yarrow Gardens Wheatridge, CO FOUNDATION WALL REINFORCING OBSERVATION Activity Date: 04/09/2020 Technician: Baxter, George As requested, we arrived on site on this date to observe the reinforcing steel within the foundation wall forms. It is our opinion that the wall reinforcing steel we observed on this date was in general conformance with the project plans provided to us. It must be understood that checking final form positioning is not within our scope of work. If you have any questions regarding this information, please call. Observations were conducted on a part-time, on-call basis. The Concrete Encased Electrode (CEE) was installed on this date at the following location(s): 5 Feet South Of Northwest Garage Corner Observations are conducted on a part-time, on-call basis (unless noted otherwise). This field report should NOT Page 1 of 1 be considered a final report since it must be reviewed by the engineer. Therefore, all information within this report and attachments (if any) are subject to review. `IA CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 1<'S 5/2r� 6t -','4s Job Address: -7 �l 64- </:> A, Permit Number: C -C-= 14/-3 ❑ No one available for inspection: Time tL ; A IPM Re -Inspection required: LYe� No ~ When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. uslinspection Date: y- 7& Inspector: /N_11 1^ DO NOT REMOVE THIS NOTICE AGW Residential 2180 South Ivanhoe Street, Suite 5 Denver, CO 80222 Phone: (303) 759-8100 FIELD TICKET -Pending Review Client: TH Yarrow LLC 1875 Lawrence Street, Suite 900 Denver, CO 80202 Project: n•�r� zcev cry y4 - Gd v K fn. Report #: EF -000001 185540-18R 7801 W 42nd Ave, Lot 18, Block 5 Yarrow Gardens Wheatridge, CO EXCAVATION AND FOOTING FORM OBSERVATIONS (Includes Deck and/or Patio Pad Forms) Activity Date: 04/01/2020 Technician: Baxter, George As requested, excavation and footing form observations were performed on this date for the subject lot. The soils exposed at the current grades during our visit appear generally consistent with those found and logged in the subject soil report. It is our opinion the bearing pressures provided in the subject soil report can be used for the recommended foundation system. It is also our opinion that the footing forms, foundation void (if required), and reinforcement (if required) we observed on this date were placed in general conformance with the project plans provided to us and our recommendations. If you have any questions regarding this information, please call. Observations were conducted on a part-time, on-call basis. Observations are conducted on a part-time, on-call basis (unless noted otherwise). This field report should NOT Page 1 of 1 be considered a final report since it must be reviewed by the engineer. Therefore, all information within this report and attachments (if any) are subject to review. 1* � A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: A07- �( Zda'? Job Address: 7JEL-,/ tom . Permit Number: ct-J o'o 4�rds� ❑ No one available for inspection: Time (AMfPM Re -Inspection required: Yes a� When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. us4nspection Date:_ y- Z- -,�U Inspector: </`" DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Jt 3 Job Address: Permit Number: ❑ No one available for ins ection: Time � AM.P11R" Re -Inspection required: 'may No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. us4nspection Date:-'/-/- �-'> Inspector: I( DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -�>,p 1�4 1(:_�_ Job Address: "1 J -- Permit Number:9:1-7) ��Q ❑ No one available for inspection: Time %AMPM Re -Inspection required: Yep' No When corrections have been made, schedule for re -inspection online at: h ttp✓/www. ci. wheatridge. co. usfinspection Date: Inspector: - DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 202000483 PERMIT NO: 202000483 ISSUED: 03/24/2020 JOB ADDRESS: 7801 W 42nd Ave EXPIRES: 03/24/2021 JOB DESCRIPTION: Yarrow Gardens - 3 story townhome, 2 bedroom, 2.bath with attached garage - 1,730 sq ft total (Model Y4 -E) *** CONTACTS *** OWNER (303)707-4422 THB WESTRIDGE, LLC GC (303)707-4422 GENE W. MYERS 180370 THB 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: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2936 / SHARON MANOR / WESTPARK BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 197,487.00 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 4,147.23 Permit Fee 1,764.15 Engin. Review Fee 50.00 ** TOTAL ** 6,081.38 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WSP-18-09) 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: JOB DESCRIPTION City of Wheat Ridge Single Family - New PERMIT - 202000483 202000483 ISSUED: 7801 W 42nd Ave EXPIRES Yarrow Gardens - 3 story townhome, 2 bedroom, 1,730 sq ft total (Model Y4 -E) 03/24/2020 03/24/2021 bath with attached garage - I, by m 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 alI entities named within this document as parCies 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 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, 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 Offcial 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. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable co =pr any ordina ge 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. im City of WheatP, c mmuNrry DrvELOPMLN`l Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(d,)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: ^ , l Plan/Permit#o d,000u� U Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 7801 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, Zin: Godden Sudick/EV Studio Architect/Engineer: 10 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 #: 180370 Phone: Contractor E-mail Address: dvonfeldt(a)thrive homebuilders.corn For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Deia Vonfeldt 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 # Phone: 303-707-4462 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. New 3 Story TH (Part of 4 Plex), Y4 -E, 2 Bdrm, 2.5 Bath, 2 car attached garage, Navian Tankless HWH, Landscape/Irrigation per plan, Gas Line Commercial Projects Only: Occupancy Type: Construction Type: SF Sq. FULF 1730/512ag�rage BTUs 80,000 Furnace/199,900 HWH Gallons 5.6 G P M Amps 200 Squares Project Value: (Contract value or the cost of all materials and labor included in the entire project) $197,487 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) (C ACTOR) o (A(ITHORIZED REPRESENTATIVE) of (OWNER (C NTRACTOR) Signature (first and last name)DATE: Printed Name: Y .� � V j (I DEPARTMENT USE ONLY ZONINGCOMMMENTS:;L,p(��NI ,/t� N,OCCUPANCY CLASSIFICATION:_ Reviewer. CONSTRUCTION TYPE: BUILDING DEPARTMENT COM NTS: Reviewer: L4�aermit may be ISSUED Public Works taxes no exception with the Building Permit 7s 3 -k) � �*' pplication for the above address in Building 1 and hereby approves the application. Prior to issuance of the last C.O. for the building, a Grading PUBLIC WORKS COMMENTS: .,ertification Letter shall be required from the Engineer of Record certifying that the F ,� final grading nas been completed and iS in generalcontorma i 'proved Reviewer: � t Grading Plan, and that the drainage shall fun tion per the approved �-,na jrainage / / ^� ReportlPlan. 3//720 r1"P D- Building Division Valuation: 6 666 uu City of Wheat �idge PUBLIC WORKS COMMER CIALIMUL TI-FAMIL Y P UILDING PERMIT APPLICA TION RE VIEW Location: Jg30 / GU . ¢2 h`l d ViG - L l6 B ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a Alga -7Z>HA1b10Mg:-:r located at the above referenced address. Please note the comments checked below. 1. Site Survey: -y/ OK _ Not OK; refer to stipulations. 2. J/ 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: --y/ OK _ Not OK; see stipulations 3. CDPS Permit & SWMP Approved: __L/ Yes No N/A 4. ✓ Public Improvements to be completed. - a. street paving/patching: ►f Yes No b. curb & gutter/drivecut: VT Yes No C. sidewalk: V11 Yes No d. standard street lights: Yes _ No e. pedestrian lights: Yes No f. storm sewer: Yes! No g. Letter of Credit (LOC) required: v1 Yes No h. Funds in lieu of construction: Yes V No If an LOC or funds in lieu of are required, for what improvements? -0 l �5525 . 2 Amount of the LOC or funds: 5. _V 6. -jL 7. 8. _ // u1 SIA/PIA required: Yes No Traffic impact analysis required & approved: _ Yes V' No Street Access Permit required: Yes No If yes, was it approved by the Director of Public Works? _ Yes No Does all existing roadway/alley R.O.W. meet the standards of the City: / Yes No If not, what is required: 90W bVlil's If R.O.W. is required, has the deed been received? Yes _ No (See Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. Signature /i4, AV- VAN IVA7—TA j Date 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: 1Z�Pjr-�/Z Ty A31" 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 heatLe City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: 17 JJ49.2Q2-VADDRESS: 7-eol -W— .42 A—J 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 www.ei. w heatridge. co, u s Rev 2108 F ON of head 1 e_ PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29t° Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORDS DEVELOPMENT REVIEW FEES Location of Construction: ?80.1 hi -I 42 1ptal QVC Purpose of Construction: N�'1N 70WA 1,6JaAAi=_ 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 $ r_ -,o 00 CommerciaUMulti-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 $ ® Stormwater Management Plan (SWMP) Review Fee: ....................... $200.00 $ o O & M Schedule Review & SMA Recording Fee ............................. $100.00 $ o Construction Control Plan ................................................................. $100.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff have not been fully made to the civil/stormwater/traffic documents, furtber reviews will be subject to the following Resubmittal Fees: v Resubmittal Fees: 31d submittal ('/z initial review fee) :.................................................... $300.00 $ 4' submittal (full initial review fee): ................................................. $600.00 $ Allsubsequent submittals: ................................................................. $600.00 X = $ (Full initial review fee) T'OT'AL 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.wbeatridge.co.us Rev 05/19 L. 0 0 L 0 0 LL 0 U 'G1 V 1 I- 0 0 _0 LL H L LL C] M C 0 oa O o x C _ V O COO '� .� 1 IZ 2 O w C)o� � V � .. O -o Z3 Wzn 3g Q x Q) Q) S1VO� N !Z N O m J ormn, d V � O U Y -0 C _ V O COO '� .� 1 (7 � V � 9wZ a i N 3g Q x � 46 E S1VO� N !Z N O m J ormn, r M -7771-i-77 i O Y O u d u Q p§ Zg V �x Q O �e a °iyrn a � a � 0 �O G � w :., , p C 11�! �� OEM C? Zing 0i " Nil Yw �- f `Ih Or i -�, i�x Z x in Oma. J Y4^ ZgO Un go; LTJ '10 \ d Oe V � O U J %,fav E C _ V O COO '� .� 1 (7 � V � 9wZ UJ N p N 3g Q x � 46 E S1VO� N J i r M -7771-i-77 i 41V0� O u d u Q p§ Zg V �x Q Oe V � O U -rJ5 o � m 00 1 (7 � V � 9wZ �0m N 2 Q x ..s• �-. _._- Q N S1VO� N J i r M -7771-i-77 i Z p p§ Zg V �x a 3 O �e a °iyrn a Oe M 0 pry O O U o � m 00 O -2 � V � �0m ID p p§ Zg V �x a 3 O �e a °iyrn a � a � 0 c C N o c 7 � w , p C 0 C C OEM M 0i Nil �- f SITE SPECIFIC PLOT PLAN NOTES: LOT = 15 TOF = 23.3 GARAGE SLAB = 21.5 GRADE BEAM = 26" (23.3-21.5=01.8* 12=22"+4"=26") *FROST DEPTH MUST BE MAINTAINED RETAINING WALL PROPOSED POUR 11" CURB ALONGSIDE OF DRIVE TO PROVIDE POSITIVE DRAINAGE LOT = 16 TOF = 22.6 GARAGE SLAB = 21.4 GRADE BEAM = 18" (22.6-21.4=01.2*12=14"+4"=18") *FROST DEPTH MUST BE MAINTAINED RETAINING WALL PROPOSED LOT = 17 TOF = 22.6 GARAGE SLAB = 21.0 GRADE BEAM = 23" (22.6-21.0=01.6* 12= 19"+4"=23") *FROST DEPTH MUST BE MAINTAINED RETAINING WALL PROPOSED LOT = 18 REVISIONS: 02-04-19 - GENERAL REDUNES PER THRIVE - AL 02-09-19 - ADD METER PIT ELEVATIONS PER THRIVE - AL. 02-16-19 - ADD CURB STOP ELEVATIONS PER THRIVE - AL No C•( 11-11-19 - LOT 18 CHANGED FROM Y4 -E are cor TO Y2 -E PER JAY - AL. 01-30-20 - REDUNES PER LARS - AL. lmproN 02-03-20 - LOT 18 CHANGED FROM Y2 -E TO Y4 -E PER DELA - AL 02-07-20 - ADD DOWNSPOUTS 1'ER DELA - AL 02-12-20 - ADD CHASE IN FRONT OF LOT 16 PER OEIA - AL. TOF = 22.6 1# 16 4 GARAGE SLAB =0'City of GRADE BEAM = 2 W heat R (22.6-20.7=01. 2 ~1t- 7 t)LVIL011MEN1 *FROST DEPTH MUST BE MAINTAINED LOWERED FINISH GRADE ALAPMOVED RETAINING WALL P POUR 4" CUR TO PROVIDE)POSP miner " SCALE: 1 "=20' MOD a rn=. .h„u ,w eb SUBDIVI$iQNwoY,QW1e W COU RI'la°"mm"g'(9wly to ADDRESS: DRAWN BY: AL 14 21.4' FROIJT SETBACK 40 THB WestR I. may be issued until public improvements 1plete as identified in the Subdivision ement Agreement. TRACT H PRIVATE AND EMERGENCY 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. 3T 42ND AVENUE R.O.W. VARIES s specilkatbo GENERAL NOTES: Icy Waloban 19 PLOT PLAN NOT TO BE USED FOR EXCAVATION PLAN OR FOUNDATION PLAN LAYOUT. Ice'. P*mWS PLOT PLAN SUBJECT TO APPROVAL BY ZONING/BUILDING ty the &egdft 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. DATE: 01-18-19 LOT CORNER ELEVATION CHECK: 07-19-19 ROW GARDENS F3\YARROW GARDENS F3.dnz. 2/12/2020 10 18-49 AM. Au4er LOT 15-18 BLOCK 5 LOT ADDRESS 15 7813 WEST 42ND AVENUE 16 7809 WEST 42ND AVENUE 17 7805 WEST 42ND AVENUE 18 7801 WEST 42ND AVENUE Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED ev; DATE: 3 COMMENTS: DRAINAGE NOTES: • DRAINAGE FEATURES, RETAINING WALLS AND 1% SWALE PER DETAILED GRADING PLAN OF CONSTRUCTION DOCUMENTS FOR YARROW GARDEN SUBDIVISION, REVISED 01-28-19. LEGEND LOWERED FINISH GRADE: HOUSE XX.X PORCH ® GARAGE/CRAWL SPACE X® FOUNDATION STEP ®x CONCRETE ® RISER COUNT MXXCONCRETE ELEVATION %54xx.xx DIRT/CONC. ELEVATION AT CENTER OF CURB STOP (xx.xx) DIRT/CONC. ELEVATION AT CENTER OF METER PIT Surveying, Inc. Specializing in Nome Builder Servi— Sma W5. 6841 South Yosemite Street 1100 Centennial, CO 80112 Phone: (303) 850-0559 Fax: (303) 850-0711 E—mail. info®bisurvey.net