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Home My WebLink About11187 W 53rd DriveCERTIFICATE OF OCCUPANCY Permit #: 202001921 � �9C,(-IXA Wh6atpsig MUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Date: 03/17/2021 Stipulations: Wonderland Homes -New single family home with 2.5 car garage - 3,859 sq ft total B1/Lot 1L 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: GH COLORADO LLC ADDRESS* 5660 Greenwood Plaza Blvd Suite 101-N, Greenwood Village, CO 80111 CONTRACTOR/ADDRESS: Wonderland Homes 5660 Greenwood Plaza Blvd #101-N, Greenwood Village, CO 80111 PROPERTY ADDRESS: 11187 W 53rd Dr, Wheat Ridge, CO 80033 PARCEL #: 39-162-00-001 ZONING: PRD 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 Sprinklered: No Zoning Administrator T-- CERTIFICATE OF OCCUPANCY Permit #: 202001921 � �9C,(-IXA Wh6atpsig MUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Date: 03/17/2021 Stipulations: Wonderland Homes -New single family home with 2.5 car garage - 3,859 sq ft total B1/Lot 1L 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: GH COLORADO LLC ADDRESS* 5660 Greenwood Plaza Blvd Suite 101-N, Greenwood Village, CO 80111 CONTRACTOR/ADDRESS: Wonderland Homes 5660 Greenwood Plaza Blvd #101-N, Greenwood Village, CO 80111 PROPERTY ADDRESS: 11187 W 53rd Dr, Wheat Ridge, CO 80033 PARCEL #: 39-162-00-001 ZONING: PRD 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 Sprinklered: No Zoning Administrator T-- -/0 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Z/ _kz S 3 c G` Permit Number: Z® 2�7e,7 0 Z { ❑ No one available for inspection -,Tirne %' 2S /P Re -Inspection required: YesNo When corrections are complete, sche a re -inspection online. Date: 3117Inspector: S� DO NOT REMOVE THIS NOTICE Inspected for the following programs/codes: • 2018 IECC R405 Simulated Performance Alternative • Energy Star (Version 8) • HVAC Quality Installation Inspection Inspection Results: Passed 3/11/2021 Final Inspection 03/08/2021 Final Inspection Prepared for: Wonderland 11187 W 53rd Drive - - 202001921 fly\VOKIDE LAND HOMES +4r 4-'e'eAw %a 4 ee 5 11187 W 53rd Dr Wheat Ridge, CO 80033 Supervisor: Martin Rodriguez Subdivision: Station 53 Plan name: 234.2884 Inspection performed by: Quinn Stedman (RTIN: 7592832) Quau� St�ixaw • Xcel New Homes Quinn Stedman �I Quinn Stedman Image not found. 3/4/2021 Final Inspection Quinn Stedman Image not found. 1/21/2021 Duct Leakage and Insulation &Air Barrier Inspection QuinnStedman � 1/6/2021 Duct Leakage and Insulation &Air Barrier Inspection Jesse Marcus � Powered by: 0 tnergyWgic, enc (DnergyLog1C 1 ( ) g g� . 970 556-0839.www.nr to iccom DAS PO Box N, Berthoud, CO 80513 If you have any questions about this report, do not hesitate to contact me directly. Ouinn Stedman_ Oijinn-stp-dman(@nrglngic--c-nm- 720-899-0325 Final Energy Inspection Report Job ID: 75591 11187 W 53rd Dr V Passed Prepared by: %' Fix and Proceed -Builder will correct item, re -inspection not required Quinn Stedman X Correct and Reinspect-Correctitemandcallforre-inspection Quinn.stedman@nrglogic.com 2 Correct and Photo Reinspect-Correctitemandsendphototorater EnergyLogic, Inc Final Energy Inspection Report 11187 W 53rd Dr JobID:75591 CFM@50 3ACH50 1945.45CFM50 1145CFM50 ACH@50 V Passed %' Fix and Proceed -Builder will correct item, re -inspection not required X Correct and Reinspect-Correctitemandcallforre-inspection d Correct and Photo Reinspect-Correctitemandsendphototorater 3 ACH50 1.77 ACH50 Prepared by: Quinn Stedman Quinn.stedman@nrglogic.com EnergyLogic, Inc 11187 W 53rd Dr • 20200192 January 22, 2021 Re: Roof Sheathing Letter 11187 W. 53rd Dr. Lot 1 Block 1 Wheat Ridge, Colorado On December 29, 2020 EVstudio was requested to observe the installation of the roof sheathing at the above address. Our representative was able to verify the roof sheathing was fully nailed and installed properly per the structural drawings prepared by EVstudio. Please feel free to contact our office with any questions or concerns. Sincerely, Dominic Chapman Field Inspector Sincerely, Ppo UcFi d�eOOq� 46537 Ross Maxwell, PE Assistant Director of Structural Engineer 5335 W 481h Ave. Suite 300 303.670.7242 ph design@evstudio.com Denver. CO 80212 303.679.1862 fax www.evstudio.com i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 14 - Job Address: _d / 1 7 W _9 3 : e I.- Permit Number: i 'r"7 fi T -, e ( �c-- Poeov ❑ No one available for inspection: Time c�'_�AM/PM Re -Inspection required: Yes No. When corrections are complete, schedule re -inspection online. Date: - Inspector: ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:( Permit Number: ❑ No one available for inspectio.: Tir�e2' AM/PM Re -Inspection required: Yes When corrections are complete, scheflulionae _tom Daoe-4Inspector ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: C , /--f &,Q ( . Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, Date: I CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Irks pection Type: Pit ,17�' ! Job Address: /I/ F? 7 t/V� r`- 4r�e_ Permit Number: f I ❑ No one available for inspection: Time `:'" AMO Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: 1-5-1 Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type- Job Address:_I { Permit Number: - ❑ No one available for inspection: Time M/PM Re -Inspection required: Yes When corrections are complete, schedule Ap-inspection online. DateL—f , In ♦SAI Inspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE / Building Inspection Division J (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: J No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE 0J.- I1 ill l _ Inspected for the following programs/codes: • 2018 IECC R405 Simulated Performance Alternative • Energy Star (Version 8) • HVAC Quality Installation Inspection Inspection Results: Passed Prepared for: Wonderland WON EO) RLAND HOMES 11187 W 53rd Dr Wheat Ridge, CO 80033 Supervisor: OM - Subdivision: 0 Plan name: Martin Rodriguez Station 53 234.2884 Inspection performed by: Quinn Stedman (RTIN: 7592832) Quau� St�ixaw • Xcel New Homes 1/21/2021 Duct Leakage and Insulation &Air Barrier Inspection QuinnStedman 1/6/2021 Duct Leakage and Insulation &Air Barrier Inspection Jesse Marcus If you have any questions about this report, do not hesitate to contact me directly. Quinn Stedman, Quinn.stedman@nrglogic.com, 720-899-0325 0 EnergyLogic, Inc (DnergyLogic (970) 556-0839. www.nrglogic.com PO Box N, Berthoud, CO 80513 r r Powered by: DASH. Rough Energy Inspection Report Job ID: 75591 11187 W 53rd Dr V Passed Prepared by: %' Fix and Proceed -Builder will correct item, re -inspection not required Quinn Stedman X Correct and Reinspect-Correctitemandcallforre-inspection Quinn.stedman@nrglogic.com 2 Correct and Photo Reinspect-Correctitemandsendphototorater EnergyLogic, Inc Rough Energy Inspection Report 11187 W 53rd Dr Furnace Carrier- 59sc5b060e17 AC Coil Carrier -cnpvp2417alaaaaa Conditioned floor area 2396 Calculated for 6% Max duct leakage allowed 144 JobID:75591 Inspection item: Return plenums to filter box connection uses a rounded 90 Result: deg. Scoop fitting with long interior throat Inspection log: Mechanical System #1 1/21/2021 Action needed: Note from rater: No rounded scoop installed 1/6/2021 Action needed: Note from rater: No rounded scoop installed Inspection item: Supply plenum to trunk line connection utilizes a Y fitting Result: Inspection log: Mechanical System #1 1/21/2021 Action needed: Note from rater: No Y fitting installed. 1/6/2021 Action needed: Note from rater: No Y fitting installed. V Passed Prepared by: %' Fix and Proceed -Builder will correct item, re -inspection not required Quinn Stedman X Correct and Reinspect-Correctitemandcallforre-inspection Quinn.stedman@nrglogic.com 2 Correct and Photo Reinspect-Correctitemandsendphototorater EnergyLogic, Inc Rough Energy Inspection Report Job ID: 75591 11187 W 53rd Dr Inspection item: Balancing dampers installed at supply boots to adjust flows Result: Inspection log: Mechanical System #1 1/21/2021 Action needed: Note from rater: No dampers observed at supplies. 1/6/2021 Action needed: Note from rater: No dampers observed at supplies. Furnace Carrier- 59sc5b040e17 AC Coil Carrier - cnpvp2417 Conditioned floor area 1579 Calculated for 4% Max duct leakage allowed 63 Inspection item: Return plenums to filter box connection uses a rounded 90 Result: deg. Scoop fitting with long interior throat Inspection log: Mechanical System #2 1/21/2021 Action needed: Note from rater: No rounded scoop installed 1/6/2021 Action needed: Note from rater: No rounded scoop installed Inspection item: Supply plenum to trunk line connection utilizes a Y fitting Result: Inspection log: Mechanical System #2 1/21/2021 Action needed: Note from rater: No Y fitting installed V Passed Prepared by: %' Fix and Proceed -Builder will correct item, re -inspection not required Quinn Stedman X Correct and Reinspect-Correctitemandcallforre-inspection Quinn.stedman@nrglogic.com 2 Correct and Photo Reinspect-Correctitemandsendphototorater EnergyLogic, Inc Rough Energy Inspection Report 11187 W 53rd Dr 1/6/2021 Action needed: Note from rater: No Y fitting installed Inspection item: Balancing dampers installed at supply boots to adjust flows Inspection log: Mechanical System #2 1/21/2021 Action needed: Note from rater: No dampers observed at supplies. 1/6/2021 Action needed: Note from rater: No dampers observed at supplies. V Passed %' Fix and Proceed -Builder will correct item, re -inspection not required X Correct and Reinspect-Correctitemandcallforre-inspection d Correct and Photo Reinspect-Correctitemandsendphototorater JobID:75591 Result: Prepared by: Quinn Stedman Quinn.stedman@nrglogic.com EnergyLogic, Inc Rough Energy Inspection Report Job ID: 75591 11187 W 53rd Dr Walls B2 - Blown Fiberglass - Wall/Floor - R-4.27 per inch 23 Kneewall B2 - Blown Fiberglass - Wall/Floor - R-4.27 per inch 23 Rim/Box Closed Cell Foam R-6.5/in+ Batt 26 Closed vaulted ceiling Batted ceiling Floors Framed foundation wall lien 11:3 a 1.101111111 IMAI 01 CL] Attic - Blown Fiberglass - Avg 2.7/Inch--Verify Card 38 B1- Blown Cellulose - Wall/Floor- R-3.7 per Inch B3 - FIBERGLASS BATT 19 Above grade windows .30 .33 Foundation windows .31 .23 Above grade slider MAN191 V Passed Prepared by: %' Fix and Proceed -Builder will correct item, re -inspection not required Quinn Stedman X Correct and Reinspect-Correctitemandcallforre-inspection Quinn.stedman@nrglogic.com 2 Correct and Photo Reinspect-Correctitemandsendphototorater EnergyLogic, Inc { ®®� ® CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: EF / _ Job Address: _ i % 7 — ' Permit Number: rte`° ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: >l� �-' Inspector: DO NOT REMOVE THIS NOTICE January 18, 2021 Wonderland Homes Re: Framing Observation 11187 W. 53rd Dr. Lot 1 Block 1 Wheat Ridge, CO As requested, EVstudio was present at the above referenced address on January 15, 2021 and January 18, 2021 to inspect the framing and construction of the above listed address. All plywood/OSB shear wall nailing and sheathing were previously inspected. After the observation mark-ups were issued to the contractor and completed as noted and verified by the field super intendent. An EVstudio representative verified that the framing, welding of mono -posts to beams and welding of shim packs, as well as grouting of beam pockets 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, Sincerely, PIDO LIC _Lf•� i i 46537, Dominic Chapman Ross Maxwell, PE Field Inspector Asst. 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 11187 w 53rd dr January 18, 2021 Wonderland Homes Re: Framing Observation 11187 W. 53rd Dr. Lot 1 Block 1 Wheat Ridge, CO As requested, EVstudio was present at the above referenced address on January 15, 2021 and January 18, 2021 to inspect the framing and construction of the above listed address. All plywood/OSB shear wall nailing and sheathing were previously inspected. After the observation mark-ups were issued to the contractor and completed as noted and verified by the field super intendent. An EVstudio representative verified that the framing, welding of mono -posts to beams and welding of shim packs, as well as grouting of beam pockets 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, Sincerely, PIDO LIC _Lf•� i i 46537, Dominic Chapman Ross Maxwell, PE Field Inspector Asst. 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 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: !` Job Address: Permit Number: 4 9 ❑ No one available for inspection: Ti DAM/PM Re -Inspection required: Ye, No When corrections are complete, sched* re -inspection online_ Date:/, - i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: �l1 -� t a `a �' - OR, Permit Number: rn `obi h Cb 12 S ❑ No one available for inspection: Time ! i : L I `i M/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: �- - t' -1'\ Inspector: 1 DO NOT REMOVE THIS NOTICE 87w53LOO VER F x 12 IM Sx, am 611, =x FaF 16 1 s '44 tear «� g- �' y.Eo- .�� sell 1 ,cia aa -- SLAMPEOV ---E ~4 r 1 Job W: Station 53 -2884 -Fin. Basement Rand R Heating&Cooling�Inc. Scale:1 :91 P ertorm ed by Jordyn Ofellm! for: o<...00e ameem 80111Page 1 care KaDoreugh 1005E75thAl Range urge U reveal 202 1 5660 G.n,r..d Plea. Mud Sul 101 N enver 02 xmmveu1ana eno.ewcseawi vrzu.aman.a evue rhealoomom ierelne ..e:vmefii.¢nm bar ....mrop WIN 76M 76M o_a All ILA LLM % KnRai, ItRVer aa. 0 ,I Not I it AD A M LM .aanor r uuo[ ___1 sum o-. In Job W: Station 53 -2884 -Fin. Basemen[ RdI1tlRH¢dflllg & Cooling, Inc. Scale:1 :91 Performed by Jerilyn Otelling tor Seat KAADI 1005 E San A, RahtS uve@ U reverser 2021 o<...00emneem 801115660 Gi Pea. She Sul 101 1 •^°•r. 02 21002veu1ena Share LOS 281 i vrzu.amanm .11rh.e000mom ier..lne .mameari.¢nm EvvneM r p UPPER---+---�-- ERDMXWR 1 6x to mm3 'M MM 6X10 12 12 am I'm it it 372M MET 11 6xia M 12M lb Job W: B[#1on 53-2880-Fin. Basemen[ Rand R Heating&Cooling�Inc. Scale:1 :91 PertofmM byMJOMyn Orelling fof.Page 3 oi wtiundEP288cl fine Jet basement i CITY OF WHEAT RIDGE Building Inspection Division (/ (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: I e e 3 Permit Number: ns O�C,410 ❑ No one available for inspection: Time ►� ((" Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: lx�C ` Inspector:_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: �3 r Permit Number:61 ° 9 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No,: When corrections are complete, schedule re -inspection online. Date: Inspector DO NOT REMOVE THIS NOTICE 4' CITY OF WHEAT RIDGE V, Building Inspection Division ��9r (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 1 � I r i ' o Permit Number: F�1 [ ❑ No one available for inspection: Time >'`I AM/PM Re -Inspection required: 6s) No When corrections are complete, schedule re -inspection online. Date: nspector: DO NOT REMOVE THIS NOTICE 11187 w 53rd dr Valid Through: 03/31/2020 NO-BURN®PRODUCT APPLICATION CERTIFICATE LOCATION OF BUILDING: I11*6-1 w S3r-n4 eAr. W6Ua rl4.e- Cr) 56005� Address Lot# City State Zip DESCRIPTION AND USE OF BUILDING: Dart C)IA.-4 AFutYj Alon ZCJIq IUK Son Certified Applicator Name Company Certified Applicator Number Moisture Size of Meter Reading latex Noted in Tables 4 or5j Temp Reading l'F7 Describe Area Treated Area Treated tsurtce Area SgF/or Footprint SgFt) Product Applied Substrate protea in nm� <orJ F Date Applied 0 Ll3 pp 1�QStrtt✓t� Get i. / awc� ZSU 0 6.VK �1K5 Sctbftoor `' IZ Z Certified Applicator Signature Date of Service Figure 2 Page 8 of 8 ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: , �- ❑ No one available for inspection: Ti Re -Inspection required: Yes �'No j When corrections have been made, s kedul http.,IAvww.ci.wheatridge.co.uslinspe4t!dp Date: • 4 Ins e( a% M for re -inspection online at: i CITY OF WHEAT RIDGE' Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: { Permit Number: ^, ❑ No one available for inspection: Tim' _ WPM Re -Inspection required: Yep Ntt'o,,-! f When corrections have been made, schedule for re -inspection n online at: http✓/www.ci.wheatridge.co.uslinspection i Da ^ � IInspeetor: i n/1 at n r n=m� /C TLIIC AItn1Tit-r i CITY OF WHEAT RIDGE. ' ` . Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:—�� Job Address: f Permit Number: !29=7<tKz ls - ❑ No one available for inspection: Tim _ � AMIPM Re -Inspection required: Ye N0f�, When corrections have been made, schedhde for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Da Inspector: - 11/1 Al^'r TL 10 AI1'1T1l%C December 18, 2020 Ly OMINTiTl7 s i[ A - Re: Foundation & Holddown Inspection Quail Run 11187 W 53rd Drive Wheat Ridge, CO EVstudio was requested to provide an inspection of the holddowns at the above mentioned address. Additionally, EVstudio was requested to review and confirm the inspection reports provided by the 3rd party inspection by CTL Thompson. A representative from EVstudio was on site 12/17/2020 to inspect installation of the alternative holddowns. At the time of inspection EVstudio verified that all additional holddowns were installed per manufacturers specifications. EVstudio has reviewed the inspection reports for the foundation provided by CTL Thompson dated 12/15/2020. This report was conducted by x-raying the foundation wall as well as reviewing the material order documentation. With this information it is believed that the foundation is properly constructed and installed in accordance with EVstudio's design and detailing. Please call our office with any questions or comments. Sincerely, Kylie Tawney, EIT Structural Project Designer 4 P' foe �p rro ' °C 46537 ./ Ross Maxwell, PE Assistant Director of Structural Engineering 5335 W. 4811, Ave. 303.670.7242 ph design@evstudio.com Denver, CO 80212 303.679.1862 fax www.evstudio.com 11187 w 53rd dr December 18, 2020 Wonderland Homes Re: Foundation & Holddown Inspection Quail Run 11187 W 531d Drive Wheat Ridge, CO EVstudio was requested to provide an inspection of the holddowns at the above mentioned address. Additionally, EVstudio was requested to review and confirm the inspection reports provided by the 3 d party inspection by CTL Thompson. A representative from EVstudio was on site 12/17/2020 to inspect installation of the alternative holddowns. At the time of inspection EVstudio verified that all additional holddowns were installed per manufacturers specifications. EVstudio has reviewed the inspection reports for the foundation provided by CTL Thompson dated 12/15/2020. This report was conducted by x-raying the foundation wall as well as reviewing the material order documentation. With this information it is believed that the foundation is properly constructed and installed in accordance with EVstudio's design and detailing. Please call our office with any questions or comments. Sincerely, Kylie Tawney, EIT Structural Project Designer DO Ll� 77 46537,' Ross Maxwell, PE Assistant Director of Structural Engineering 5335 W. 481h Ave. 303.670.7242 ph design@evstudio.com Denver. CO 80212 303.679.1862 fax www.evstudio.com i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:` Job Address: I V `D?' Permit Number: Dt � 0 OV—) i ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yi&s' 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 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: d f Job Address:h 23 7 .57 Permit Number: / ❑ No one available for inspection: Time AM .. i Re -Inspection required: Yes ' No/ When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date:. -10-2',02C 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,� / C7 z ` ❑ No one available for inspection: Time AM%PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: PC/c! Job Address: 5_ Permit Number: c> cy- ❑ No one available for inspection: Time `.AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. whea tridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes `No When corrections have been made, schedule for re -inspection online at: httpJ/www.ci. wheatridge.co.uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: _//j S7 Z--, Permit Number: f c?? 1 J No one available for inspection: Time AM�PM Re -inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://Www.ci. wheatridge.co. us/inspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE /0-! �. Building Inspection Division (303)- 234-5933in speFction lrrr�- . (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 11 / 97 ' " .57' ! r -- Permit Number: Z V p t f ❑ No one available for inspection: Time r Ff ?cAM/PM Re -Inspection required: Yes ,No When corrections have been made, call for re -inspection at 303-234-5933 Date: !f ?c? - ?!-?C Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http.,Ilwww.ci.wheatridge.co.uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE -901ION S11413AOPV-gh1ION O® :aoloadsu{ :algia uo!joadsuJsn •oo •aBp!jj ee yM •ro mmmll: d;.l y :je auquo uoi;oadsupa,r jo; alnpayas `apew uaaq aney suopoomoo uayM. ON so), :paainbaa uoi}oodsul-aH Wd/NV quail :uo!Ioedsui aoj apep-me quo ON n i i j i l ' I :aagwnN PwJ8d u 'P y> I! :ssaappd qor f •19 ,,. ;i f " > > t�-,.: :edA-L uoi}oadsul 331ION N01133dSNI ao!n® SS8Z-S£Z (£o£) uoisino® uoiloadsuo 6uippq .: `3Jala 1V3HM 30 A113 ® / J FOR OFFICE USE ONLY s Approvedby: City of /"""`� ��ta2u 11/17/2020 qge MUNLTv DEVELOPMENT Spector Date COMWheatM City ofWheat Ridge Municipal Building 7500W.29'"Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: 11/16/2020 PERMIT# 202001921 ADDRESS: 11187W. 53RD DRIVE LOT 1 ,BLOCK 1 QUAIL RUN SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. For the recently formed or constructed building foundation corners, the setback distances have been found by me to be in compliance with City of Wheat Ridge required limits and the elevations as stated herein have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 10' REAR: 15' SIDE: 5' SIDE: 10'CORNER) If in the floodplain, the MINIMUM ELEVATION is determined to be: (NAVDSS). The above measurements have been determined on the following location: (Check only one): X Top of proposed foundation prior to placement of concrete Top of foundation sub.l to placement of concrete The setback and elevation measurement loca i •cj'• the attached exhibit. Signed Print MICHAELS. MCDANIEL 0 e6 ate 11/16/2020 Professional Surveyo • SNL WAO (Su ve,Y s Seel) www.u.whca dgexo.us Rev 11/18 EXHIBIT o 10 20 40 C VI. 1 INCH = 20 FEET 85.2 6E1MfM I z. 85.2 : I x zz m PATIO - pyg o law M.P. O M D CAPE C00 Y11187 F FINISHED MSEMENT Cl) B' WALLS M n 85.2 1.. TOF=85.2 DG' DG - ITT 1 m .sm 6' �x lax -1 F_ Or - e`. DG. � 14' wma 1• 85.2I "I NOE0 z cAn�: OG - TOF=852 Ta yaz'Ox PINCH z'— ° 85.2 is o 10 20 40 1 INCH = 20 FEET N NOTICE TO SURVEYOR: 1. Elevations shall be shown for ALL foundation comers. W E 2. Foundation comers with minimum elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North =top of page). 4. Show the roadway in front of the property. S 5. If drawing is to -scale, provide the scale. If not to -scale show as N.T.S. i CITY OF WHEAT RIDGE. Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. us/inspection Date:/-®- ��r.j Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 202001921 PERMIT NO: 202001921 ISSUED: 11/03/2020 JOB ADDRESS: 11187 W 53rd Dr EXPIRES: 11/03/2021 JOB DESCRIPTION: Station 53 - New single family home with 2.5 car garage - 3,859 sq ft total (Bl/Lot 1) *** CONTACTS *** OWNER (303)819-1642 WONDERLAND HOMES GC (303)567-7630 KOLBY O'HERRON 202128 WONDERLAND AT STATION 53 SUB (303)978-1051 TODD WOODFORD 070071 C&T PLUMBING LLC SUB (303)210-9139 LAWRENCE GILL 022483 GILL ELECTRIC SUB (303)289-3441 ROBERT D. GROSS, SR. 019659 R&R HEATING & COOLING, INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2320 / APPLERIDGE ESTATES, STANDLEY H BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 496,248.00 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 10,421.21 Permit Fee 31692.70 Engin. Review Fee 150.00 ** TOTAL ** 14,383.91 *** 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. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. 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-18-13) 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. One (1) street tree required within front setback, by time of C.O. I, by my signatu e, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable build ng codes, and all applicable mu icipal codes, policies and procedu es, 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 conjunctton with this ermrt. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pertormed is disclosed n this document and or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) 1. This permit was issued based on the information provided in the subectto the compliance with those documents, and all applical 2. This.permit shall expire 365 days after the date of.issuance rega received prior to the date of expiration. An extension of no more Officlal and may be subiect to a fee equal to one-half of the one 3. dtober any new Date rmit application and accompanying plans and specifications and is statutes, ordinances, regulations, policies and procedures. ss of activity. Requests for extension must be made in writing and an 180 days made be granted at the discretion of the Chief Building 1 ermitfee. If of a new permit shall be subject to the standard Re -issuance or extension of expired permits is at the sole discretion of the unlet bunging utnciai ano is not guarantees. 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, an violation of any provision of any applicable code or any 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. From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT Date: Monday, September 14, 2020 1:06:32 PM New Single -Family TOWNHOME UNIT THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Has the Master Plan Yes been approved for this project? Name of Project Wonderland at Station 53 PROPERTY INFORMATION Property Address - 11187 W. 53rd St Wheat Ridge, CO * " Single Family* "` Only enter one unit on this application Property Owner Name Wonderland at Station 53, LLC Property Owner Phone 3035677630 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email oherron@wonderlandhomes.com Address PLAN REVIEW CONTACT INFORMATION What is your role? Owner Business Name Wonderland at Station 53, LLC Main Contact Name for 303-915-4340 Plan Review Contact Phone Number 303-915-4340 (enter WITH dashes, eg 303-123-4567) Contact Email Address beckett@wonderlandhomes.com for Questions/Comments Retype Contact Email beckett@wonderlandhomes.com Address DESCRIPTION OF WORK Detailed Scope of Work - Example: New single family townhome with 2 car garage - 1,525 sq ft total (Bldg 1, B -unit) Single Family Home (SF2-Cape Cod ) with 2.5 car garage ( 534 sq ft ) -3859 conditioned sq ft. (131/1-ot 1)Options include: a/c -13 SEER, finished basement -9' walls adds rec room,opt wet bar, bdrm4/bath4, f/p @gr, sump pump, Navien Tankless Hot Water Heater. Square Footage of 4393 New Construction Foundation Plans for SF2 L1 31 (11187 W 53rd Dr) Foundation Plan STAMPED.odf Specific Building Elevations of Building 2020-0824 Station 53 SFD 11187 W. 53rd Drive, Lot 1.ndf Site Plan showing Unit Highlighted Plan.odf Floor plan of Unit 2020-0824 Station 53 SFD_11187 W 53rd Drive Lot 1 1 Ddf Construction Plans Field not completed. scanned on 11 "x17" or larger Project Value (contract $249,312.00 Finished: 3,848sf x $122.26 = $470,456 value or cost of ALL Garage: 534sf x $48.30 =$25,792 materials and labor) Total: $496,248 SIGNATURE OF UNDERSTANDING AND AGREEMENT 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. I understand that work may not begin on this property until a permit has been issued and posted on the property. Yes Yes I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Michele Beckett -agent Permit APPROVED J. Jefferies 10-30-2020 Email not displaying correctly? View it in your browser. City Of �7�T heat ��e COn�uur�IT�r D�v�z.O�na��vT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: al,3"Aer�c�� a �c 1'u_IM11"90YI Company Name: G J I E 6 c (ck- Contact Phone #: 3 1© - Wheat Ridge Contractor License #: (required field) State License #: :acs Master License #: aq 0?4R Printed Name of Authorized Agent Signaturc�of A thorized Agent Date City of T W heat - EN I ,lcflbe COMMUNI"tY L)EVELOPM SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: S44, C-) t,') J 3 General Contractor: � A,)D 14AP, J FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION )N nn Q Val ^� -1 — CompanyName: RArici/'- Va�NJ £�-CbhtactPhone #: 303 Wheat Ridge Contractor License #: 01qO S 9 (required field) &I Zle Printed Name of Authorized Agent �_1;1-� Signature of Authorized Agent Date City of Wheat d ge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: 0 ✓1 caG to r— ,-n it. <.- FORM WILL NOT BE ACCEPTED WITH MISS-INC.INFORMATION Company Name: O— 4 %/L u m Z I I? Contact Phone #: � � 3 Wheat Ridge Contractor License #: b bo 7Z—(required field) n 7Ya c7 -P r -State License #: D o o 2 iL�- ^Z�Z/Z� 2-1 Master License #: O o/ S 6 z D �RlZo2, l L2.4t, Printed Nair 0"I"c- Signature of A Authorized Agent Agent Date ON SITE PLANS MUST BE ON SITE FOR INSPECTION C T L I T H O M P S O N ALL Projects are Subject to Field Inspections August 12, 2020 Wonderland Homes 8246 Northfield Boulevard Building J, Suite #2600 Denver, Colorado 80238 Subject: Soils and Foundation Summary Letter Quail Run Block 1, Lot 1 Wheat Ridge, Colorado Project No. DN49,619-120-R1 I HOME BUYER ADVISORY Expansive and compressible soils and expansive bedrock are present at this subdivision; which results in a geologic hazard. This letter describes the soil conditions on this lot more specifically. Prospective home buyers are strongly advised to read this letter and the referenced documents. If you do not understand the risk(s) associated with the hazard and the important role you must accept to manage and mitigate the risk(s), we recommend you contact a competent geotechnical (soils) engineer for advice. CTL I Thompson, Inc. performed a Soils and Foundation Investigation for 56 lots within Quail Run and presented results in a report dated July 30, 2020. This letter presents a summary of our findings and recommendations for the sub- ject lot. The report referenced above should be reviewed for foundation design. Colorado is a challenging location to practice geotechnical engineering. The climate is relatively dry and the near -surface soils are typically dry and com- paratively stiff. These soils and related sedimentary bedrock formations tend to react to changes in moisture conditions. Some of the soils and bedrock swell as they increase in moisture and are referred to as expansive soils. Other soils can compress significantly upon wetting and are identified as compressible soils. Most of the land available for development east of the Front Range is underlain by expansive clay or claystone bedrock near the surface. The soils that exhibit compressible behavior are more likely west of the Continental Divide; however, both types of soils occur throughout the state. Expansive and compressible soils and expansive bedrock as well as shal- low groundwater that may affect basement construction are present at this subdi- vision, which constitutes a geologic hazard. There is risk that foundations and slab -on -grade floors will experience heave or settlement, and damage. Covering the ground with houses, streets, driveways, patios, etc., coupled with lawn irriga- tion and changing drainage patterns, leads to an increase in subsurface moisture conditions. Thus, some soil movement due to heave or settlement is inevitable. Fill can also soften and compress upon wetting. It is critical that all recommenda- tions in this report are followed to increase the chances that the foundations and slabs -on -grade will perform satisfactorily. After construction, homeowners must assume responsibility for maintaining the structures and use appropriate prac- tices regarding drainage and landscaping. city of Corrurm Utv[uurrvr APPROVED Reviewed tar code cmceanee Randy Slusser 8/20/2020 Plane Examiner Oats y,Wg�prreu.rrdvsr+rear/ fpb-. Oe wmvrra.r reer..rOw r.r�a{ wyaeemr 1971 West 12th Avenue I Denver, Colorado 80204 1 Telephone: 303-825-0777 Fax: 31 , ;�„„ �„ ;",•„;; e M rr.rrraerrryeaarrs reeerre In summary, the strata encountered in the boring on this lot consisted of 5 feet of fill and 10.5 feet of sandy clay underlain by claystone bedrock to the maximum depth explored of 20 feet. No groundwater was encountered during this investigation. The clayey soils and bedrock are expansive. Use of footings with minimum deadload is recommended. A structuralty supported basement floor is recommended. Further details are described in following paragraphs. Based on our investigation, predominantly low to moderate swelling mate- rials are present at depths likety to influence shallow foundation and slab perfor- mance, and we believe there is low to moderate risk of ground movement suffi- cient to damage slabs-on�rade and foundations. The risk of foundation and slab movements can be mitigated, but not eliminated, by careful design, construction, and maintenance procedures. We believe the recommendations inthis report will help control risk of foundation and slab damage; they will not eliminate that risk. The builder and homebuyers should understand that slabson-grade and, in some instances, foundations may be affected by the subsoils. Homeowner maintenance will be required to control risk. We recommend the builder provide a booklet to homebuyers that describes swelling soils and includes recommenda- tionsfor care and maintenance of homes constructed on expansive soils. Colo- rado Geological Survey Special Publication 431 was designed to provide this in- formation. Laboratory tests were performed on samples from this lot and nearby lots. Samples from this lot did not swell and swelled 0.1 to 2.4 percent when welted. Based upon results of laboratory tests and other factors, we judge basement slab performance risk for this lot to be low. F�chibit A provides a discussion of slab per- formance risk evaluation, as well as slab installation and maintenance recom- mendations. We performed calculations of total potential ground heave and basement heave as part of our study. The calculations indicate the ground sur- face on low risk lots included in this investigation could heave less than 0.5 -inch to 3.2 inches and the basement floor slabs could heave less than 0.5 -inch to 2.0 inches. The calculated potential heave for this lot is 0.4 inch at the ground surface and 1.7 inches at basement level. It is not certain this movement will oo- cur. If home buyers cannot tolerate movement of a slab -on -grade basement floor, they should select a lot where a structuralty supported floor will be constructed or request that a structurally supported floor be installed. I'A Guitle b Swelling Soib Por Coloretlo Homebuyere antl Homeownere; Second Etltlion Revbetl end Uptlated by Devitl C. Nae, Cobreda Geobgkal Survey, Oepatlment of Naturel Reeaurcea, Denver, Coloredo, 2007. QUNL RUN aL0CK 1, LOT1 == Considering the subsurface conditicns at this lot, we recommend construction of the proposed residence on a footing foundation with minimum deadload. Footings should be designed for a maximum allowable soil pressure of 3,000 psf with a minimum deadload pressure of 1,000 psf. Footings should be at least 16 inches in width. Column pads should be at least 18 inches square. There should be a 4 -inch continuous void between the footings to concentrate the deadload, if interrupted footings are necessary. Exterior footings should be protected fiom frost action with at least 3 feet of cover. It is sometimes necessary to alter the foundation design based on cend'rtions exposed during construction. The buyer can discuss the changes, 'rf any, with the builder. Basement and/ar foundation walls and grade beams that extend below grade should be designed for lateral earth pressures where backfill is not present to about the same extent on both sides of the wall. Our experience suggests basement walls can deflect or rotate slightly under normal design loads and that this deflection typically does not affect the structural integrity of the walls. We reo- ommend design of the basement walls on this lot using an equivalent fluid den- sity of at least 60 pounds per cubic foot. This value assumes slight deflection of the wall can occur, generally less than 0.5 to 1 percent of the wall height. Some minor cracking of the walls may occur. A subsurface drain is recommended around the entire perimeter of the lowest excevation area for this residence. The drain should lead to a positive gravity outlet or to a sump where water can be removed with a pump. The provi- sion of the drain will not eliminate slab movement or prevent moist conditions in crawl spaces. The pump must be maintained by the home owner. Proper design, construction and maintenance of surface drainage are criti- cal to the satisfactory performance of foundations, slabs-on�rede, and other im- provements. Landscaping and irrigation practices will also affect performance. Exhibit B contains our recommendations for surface drainage, irrigation, and maintenance. The concept of risk is an important aspect with any geotechnical evalua- tion, primarily because the methods used to develop geotechnical recommenda- tions do not comprise an exact science. We never have complete knowledge of subsurface conditions. Our analysis must be tempered with engineering judg- ment and experience. Therefore, the recommendations presented in any ge- otechnicel evaluation should not be considered risk-free. We cannot provide a guarantee that the interaction between the soils and a proposed structure will be as desired or intended. Our recommendations represent ourjudgment of those measures that are necessary to increase the chances that the structure will per- form satisfactorily. It is critical that all recommendations in the referenced report are followed. Home owners must assume responsibility for maintaining the struo- ture and use appropriate practices regarding drainage and landscaping. QUNL RUR BLOCKI, LOT1 As this letter is meant only as a summary of our findings and recommen- dations for the subject lot, we recommend home buyers review the Soils and Foundation Investigation from which this summary is taken. CTL I THOMPSON, INC. pO 7?2 Alan J. Lisowy Aug 12 2020 QUAIL RUN 4 BLOCK 1, LOT 1 EXHIBIT A SLAB PERFORMANCE RISK EVALUATION, INSTALLATION AND MAINTENANCE As part of our evaluation of the subsoils and bedrock, samples were tested in the labore- tory using a swell test. In the test procedure, a relatively undisturbed sample obtained during drilling is first loaded and then flooded with water and allowed to swell. The pressure applied prior to wetting can approximate the weight of soil above the sample depth or be some standard load. The measured percent swell is not the sole uiteria in assessing potential movement of slabson-grade and the risk of poor slab performance. The resuRs of a swell test on an individ- ual lot are tempered with data from surrounding lots, depth of tests, depth of excavation, soil profile, and other tests. This judgment has been described by the Coloredo Association of Ge- otechnical Engineers (CAGE, 1996) as it relates to basement slab -on -grade floors. It can also be used to help judge pertormance risk for other slabs-ony�rede such as garage floors, drive- ways, and sidewalks. CTL Thompson also performs potential heave calculations to aid in our judgment. The risk evaluation is considered when we evaluate appropriate foundation systems for a given site. In generel, more conservative foundation designs are used for higher risk sites to control the likelihood of excessive foundation movement. As a resufl of the Slab Performance Risk Evaluation, sites are categorized as low, mod- erate, high, or very high risk. This is a judgment of the swelling charecteris5ce of the soils and bedrock likety to influence slab performance. REPRESENTATNE MEASURED SWELL AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Performance Risk Cate o Representative Percent Swell` 500 sf Suroha a Representative Percent Swell` 1000 sf Suroha e Low 0 to <3 0 to <2 Motlerete 3 to <5 2 to <4 High 5 to <8 4 to <8 Very High > 8 > 8 'Note: The representative percent swell values presented are not necessarily measured values; rether, they are a judgment of the swelling charederistice of the sail and bedrock likely to influence slab performance. The reting of slab performance risk on a site as low or high is not absolute. Rather, this rating represents a judgment. Movement of slabs may occur with time in low, moderate, high, and very high risk areas as the expansive soils respond to increases in moisture content. Over- all, the severity and frequency of slab damage usualty is greater in high and very high rated ar- eas. Heave of slabson�rede of 3 to 5 inches is not uncommon in areas rated as high or very high risk. On low and moderete risk sites, slab heave of 1 to 2 inches is considered normal and we believe in the majority of instances, movements of this magnitude constitute reasonable slab performance; more heave can occur. Slabs can be affected on all sites. On lots refect as high or very high risk, there is more likelihood of need to repair, maintain or replace main level and gar- age floors and exterior flatwork. The home buyer should be advised slabs-ony�rede may move and crack due to heave or settlement and that there may be maintenance costs associated during and after the builder orwL aux Exhibit A-1 BLOCK 1, LOT 1 `�= _.:.�;_ warranty period. Heave or settlement may require maintenance of finish details to control dam- age. Our experience suggests that soil moisture increases below residence sites due to rxrver- ing the ground with the house and exterior flatwork, coupled with the introduction of landscape irrigation. In most cases, slab movements (if any) resulting from this change occur within three to five years. For portions of the houses where conventional slabs-on-grede are used, we recommend the following precautions. These measures will not keep slabs-on�rede from heaving; they tend to mitigate damages due to slab heave. Slab -on -grade floor construction should be limited to areas where slab movement and cracking are acceptable to the builder and home buyer. 2. The IMemational Residential Code (IRC R506) states that a flinch base course layer consisting of clean graded sand, gravel, crushed stone or crushed blast fur- nace slag shall be placed beneath below slab-on�rede floors (unless the under- lying soils are free -draining), along with a vapor retarder. Installation of the base course and vapor retarder is not common in this area. Historically, there has been some cencem that installation of clean base course could allow wetting of expansive soils to spread from an isolated source. IRC states that the vapor retarder can be omitted where approved by the building official. The merits of installation of a vapor retarder below floor slabs depend on the sensitivity of floor coverings and building use to moisture. A propedy installed vapor retarder is more beneficial below concrete slab-on-grede floors where floor coverings, painted floor surtaces, or products stored on the floor will be sensitive to moisture. The vapor retarder is most effective when concrete is placed directly on top of d, rather than placing a sand or gravel leveling course between the va- porretarder and the floor slab. Placement of concrete on the vapor retarder may increase the risk of shrinkage cracking and cuding. Use of concrete with reduced shrinkage charecteristice including minimized water content, maximized coarse aggregate content, and reasonaby low slump will reduce the risk of shrinkage cracking and cuding. Considerations and recommendations for the installation of vapor retarders below concrete slabs are outlined in Section 5.2.3.2 of the 2015 American Concrete Institute (ACI) Committee 302, °Guide for Concrete Floor and Slab Construction (ACI 302.1 R-15)". 3. Conventional slabs should be separated from eMerior walls and interior bearing members with a slip joint that allows free vertical movement of the slabs. These joints must be maintained by the home buyer to avoid trensfer of movement. 4. Underelab plumbing (if any) should be thoroughly pressure tested during con- struction for leaks and be provided with flexible couplings. Gas and waterlines leading to slab -supported appliances should be constructed with flexibility. The homebuyer must maintain these connections. 5. Use of slab bearing partitions (if any) should be minimized. Where such partitions are necessary, a slip joint (or float) allowing at least 3 inches of free vertical slab movement should be used. Doorways should also be designed to allow vertical movement of slabs. To limit damage in the evert of movement, sheetrock should OWUL RUN Exhibit A-2 BLOCK 1, LOT 1 not extend to the floor. The home buyer should monitor partition voids and other connections and re-establish the voids before they dose to less than'frinch. 6. Plumbing and utilities that pass through slabs (if any) should be isolated from the slabs. Heating and air cenditioning systems constructed on slabs should be pro- vided with flexible connections capable of at least 3 inches of vertical movement so slab movement is not transmitted to the ductwork. These connections must be maintained by the home buyer. Roofs that overhang a patio or porch should be constructed on the same founda- tion as the residence. Isolated piers or pads may be installed beneath a roof overhang provided the slab is independent of the foundation elements. Patio or poroh roof columns may be positioned on the slab, directly above the foundation system, provided the slab is structural and supported by the foundation system. Structural porch or patio slabs should be constructed to reduce the likelihood that settlement or heave will affect the slab by placing loose bac�ll under the struo- turelly supported slab or constructing the slab over void -forming materials. 8. Patio and poroh slabs without roofs and other exterior flatwork should be isolated from the foundation. Movements of slabs should not be transmitted to the foun- dation. Decks are more flexible and more easily adjusted in the evert of move- ment. 9. Frequent control joints should be provided in conventional slabs -on -grade to re- duce problems assodated with shdnkage cracking and curling. Panels that are approximately square generely pertorm better than rectangular areas. We sug- gest an additional joint about 3 feet away from and parellel to foundation walls. OWUL RUN Exhibit A-3 BLOCK 1, LOT 1 `�= -..„_ EXHIBIT B SURFACE DRAINAGE, IRRIGATION AND MAINTENANCE Performance of foundations and concrete flalwork is influenced by the moisture condi- tions existing wdhin the foundation soils. Surface dreinage should be designed to provide rapid runoff of surface water away from proposed residences. Proper surface drainage and irrigation practices can help control the amount of surtace water that penetretes to foundation levels and contributes to set8ement or heave of soils and bedrock that support foundations and slabson- grade. Positive drainage away from the foundation and avoidance of irrigation near the founda- tion also help to avoid excessive wetting of backfill soils, which can lead to increased backfill settlement and possibly to higher laterel earth pressures, due to increased weight and reduced strength of the ball. CTL � Thompson, Inc. recommends the following precautions. The home buyer should maintain surtace dreinaoe and, if an irrioation system is installed. it should sub- stantialN conform to these recemmendations. Wetting or drying of the open foundation, utility and earthwork excavations should be avoided. 2. The ground surtace surrounding the exterior of each residence should be sloped to drain away from the building in all directions. For non -basement residences, we recommend a minimum constructed slope of at least 8 inches in the first 10 feet (5 percent) in landscaped areas around each residence, where prectical. For residences with basements, we recommend a minimum constructed slope of at least 12 inches in the first 10 feet (10 percent) in landscaped areas around each residence, where practical. Between houses that are separated by a distance of less than 10 feet, the con- structed slope should generelly be at least 5 percent to the swale used to convey water out of this area. 3. Swales used to convey water across yards and between houses should be sloped so that water moves quickly and does not pond for extended periods of time. We suggest minimum slopes of about 2 to 2.5 percent in grassed areas and about 2 percent where landscaping rock or other materials are present. If slopes less than about 2 percent are necessary, concrete -lined channels or plastic pipe should be used. 4. Backfill around the foundation walls should be moistened and compacted. 5. Roof downspouts and dreins should discharge well beyond the limits of all back- fill. Splash blocks and/or extensions should be provided at all downspouts so wa- terdischarges onto the ground beyond the backfill. We generally recommend against burial of downspout discharge. Where it is necessary to bury downspout discharge, solid, rigid pipe should be used and d should slope to an open grev'rty outlet. Downspout extensions, splash blocks and buried outlets must be main- tained by the home owner. OVNL RUN Exhibit 61 BLOCK 1, LOT 1 Q 0 menta. Landscaping should be carefully designed and maintained to minimize irrigation. Plants placed close to foundation walls should be limited to those with low moisture requirements. Irrigated grass should not be located within 5 feet of the foundation. Sprinklers should not discharge within 5 feet of foundations. Plas- tic sheeting should not be placed beneath landscaped areas adjacent to founda- tion walls or grade beams. Geotextile fabric will inhibit weed growth yet still allow natural evaporation to occur. The design and wnstruction criteria for foundations and floor system alternatives were compiled with the expectation that all other recommendations presented in this report related to surface and subsurface dreinage, landscaping irrigation, bar�ll compaction, etc. will be incorporated into the project. It is critical that all rewmmendations in this report are followed. OUNL RUN Exhibit 62 BLOCK 1, LOT 1 l City of Wheat Ridge Commercial Retaining Wall PERMIT - 202001238 PERMIT NO: 202001238 ISSUED: 08/24/2020 JOB ADDRESS: 11187 W 53rd Dr EXPIRES: 08/24/2021 JOB DESCRIPTION: Station 53 - Construction of (6) masonry block retaining walls, 4' or taller - 1,400 sq ft total *** CONTACTS *** OWNER (303)819-1642 WONDERLAND HOMES GC (303)426-0802 TOM MILLER 019448 MILLER WALL COMPANY *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2320 / APPLERIDGE ESTATES, STANDLEY H BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 35,260.00 FEES Total Valuation 0.00 Plan Review Fee 369.56 Use Tax 740.46 Permit Fee 568.55 ** TOTAL ** 1,678.57 *** 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 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. ► , City of Wheat Ridge Commercial Retaining Wall PERMIT - 202001238 PERMIT NO: 202001238 ISSUED: 08/24/2020 JOB ADDRESS: 11187 W 53rd Dr EXPIRES: 08/24/2021 JOB DESCRIPTION: Station 53 - Construction of (6) masonry block retaining walls, 4' or taller - 1,400 sq ft total I, by my signature, do hereby attest that the work to be perfonned 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 authonzed by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 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 changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any 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. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: General Permit Application Date: Wednesday, July 1, 2020 1:53:20 PM General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 54th Avenue and Quail Street Property Owner Name Wonderland Homes 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" CONTACT INFORMATION Submitting General Contractor or Architect Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone Number (enter WITH dashes, eg 303-123- 4567) 303-567-7636 OHErron@wonderlandhomes.com Miller Wall Company sm 303-748-7130 Contact Email Address daniel@millerwalls.com Retype Contact Email Address DESCRIPTION OF WORK Detailed Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of scope of work Location of work (backyard, on roof, etc) daniel@millerwalls.com Construction of (6) masonry block retaining walls, 4' or taller. 1400 sf of walls. ON SOUTH AND CENTRAL SIDE OF JOB SITE Project Value (contract 35260 value or cost of ALL materials and labor) Upload Engineer letter, other documents on 8 1/2" x 11 " Upload Asbestos Report if triggler level is met per CDPHE regulation. Upload Drawings 11" x 17" or larger $35,260 Valuation OK Field not completed. QUAIL RUN FINAL REVD-PLANS.odf SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Daniel soledad Permit Email not displaying correctly? View it in your browser. Reviewed by the City of Wheat Ridge 0 Engineering Division NO EXCEPTIONS TAKEN BY: Jordan Jefferies DATE: 08/19/2020 COMMENTS: Certification from design engineer required upon completion of wall. r City of Wheat Ridge AV, AV Ar law Site Work Permit PERMIT - 201902640 PERMIT NO: 201902640 ISSUED: JOB ADDRESS: 11187 W 53rd Dr EXPIRES JOB DESCRIPTION: Quail Run - Site work improvements *** CONTACTS *** OWNER (303)819-1642 WONDERLAND HOMES GC (970)988-1859 CHRITOPHER KAVAN 02/28/2020 02/27/2021 190331 FULCRUM ENTERPRISES, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2320 / APPLERIDGE ESTATES, STANDLEY H BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 840,670.00 FEES Total Valuation 0.00 Plan Review Fee 3,631.91 Use Tax 17,654.07 Permit Fee 5,587.55 Engin. Review Fee 2,600.00 ** TOTAL ** 29,473.53 *** COMMENTS *** *** CONDITIONS *** I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable iiuild'fig codes, apd all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal ow er of the :ope nd am authorized to obtain this permit and perform the work described and approved in conjunction with this_perm�k'. I rther atte th`�{{�legally authorized to include all entities named within tpis docg ppt as paprties to the, ork to be per orme a 0103 rh tr J, k too er onned> closed in this document and/or its accom an in a roved Tans ands ecifications. Signature of' OWNEk' 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 maybe subject to a fee equal to one-half of the originalpermit fee. 3, If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a 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 grantin apermit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applic ode or any nance or regulation of this jurisdiction. Approval of work is subject to field inspection. k" Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat l COMMUNITY DLVT:LOPMENTge Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co..us FOR OFFICE USE ONLY Date: f 1-Ianirermn e Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 1 ($ 7 Ulf • n � Ir; yo . Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: GILCLA we o d PIS 9 IvJJ . :Is- 101- AJ City, State, Zip: C- raA w ood V;0&41.: CO . �0I i Architect/Engineer: 'R� I OWl J Architect/Engineer E-mail:. -}i'1`a21 Lr (!grog 1aAJ• "M Phone: -7x- 2n - Lol M Contractor Name: City of Wheat Ridge License M 19 013 J Phone: 9,40- q ff - / 5-01 Contractor E-mail Address: (a -P" I ,-d , (u'+ For Plan Review Questions & Comments (please print): CONTACT NAME (please print): C.�.. ray a Phone: -` q C7 CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # 2 Complete all highlighted fields, if applicable. ❑COMMERCIAL X RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Vii o. ars. Co r%4 r4,c,+a J 4a la,. ( J -�o r twv 1'r (wr J 4 ma' S . Tln,-. d &+-LAI I' S un -J Cl: Sq. Ft./LF BTUs a vww ,M•a d ir. �; l� �lerw.r•fi Gallons Amps Squares For Solar: KIN # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) ', -46-z) , Ooc-). AQ— 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) NTRACTO r (A THO ZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: Printed Name: Ch'-;1+QPln tr DEPARTMENT USE ONLY ZONING COMMMENTS:l� OCCUPANCY CLASSIFICATION: Reviewer: IZ(20 i °� {Nt� CONSTRUCTION TYPE i � BUILDING DEPA ENT COMM TS: Reviewer: i. Ft-r'Cillf/D(L Zl ?,4 1Z.-.1 ZC> 2-atr4wac PUBLIC WORKS COMMENTS: ti/01;X "-£41'1e7 -- e P U V E-� Reviewer. 1 -XJ 1 l r '4 2-020 SNf+rlTr wow Building Division Valuation: ZI'7 501 —t City of COMMERCIALIMULTI-FAMILY Wheatj�iclge PUBLIC WORKS BUILDING PERMIT A PPLICA TION RE VIEW Date: / ry 2 0 'Z G Location: ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. 1. Site Survey: V"'OK Not OK; refer to stipulations. 2. J c.1 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: ;✓OK Not OK; see stipulations 3. C%4�'/ CDPS Permit & SWMP Approved: f/ Yes No N/A 4. %4J Public Improvements to be completed: a. street paving/patching: L,-' Yes No b. curb & gutter/drivecut: _LZ Yes No C. sidewalk: !,,' Yes No d. standard street lights: 1' 'Yes No e. pedestrian lights: Yes No f. storm sewer: --Yes No g. Letter of Credit (LOC) required: i✓Yes No h. Funds in lieu of construction: Yes ��o If an LOC or funds in lieu of are required, for what improvements? 4 t- 6" 11-e- l Amount of the LOC or funds: $ 5. JC-/ SIA/PIA required: -----Yes No 6. J 6-J Traffic impact analysis required & approved: Yes ----No 7. ✓C✓ Street Access Permit required: Yes i/ No If yes, was it approved by the Director of Public Works? Yes No 8. JGJ Does all existing roadway/alley R.O.W. meet the standards of the City: — Yes No If not, what is required: If R.O.W. is required, has the deed been received? Yes No (See Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 9. JGJ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. / /// y/ Signature rdan Jefferies, P.E. Date 10. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the following reason(s): Signature / Jordan Jefferies, P.E. Date / 11. �� Stipulations: �A 12. U C J 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 00"A r WheatNiOge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED:—/ ADDRESS: 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 303.235.2868. Sincerely, CJoran7efferlies,Z.. Development Review Engineer CC: File www.ci.wheatridge.co.us Rev 2/08 V, City of Wheat Ijdge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: I / 2 o Z v Location of Construction: u � 9 7- Purpose of Construction.K Single Family Commercial Multi -Family L--- Development i Development Review Processing Fee: ................................................ $100.00 $ /0 O (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 $ Commercial/Multi-Family Review Fees: Fees include reviews of the 1St and 2" d submittals • Review of existing or minimal technical documents: ........................ $200.00 $ • Initial review' of technical civil engineering documents: ................ $600.00 $ oG • Traffic Impact Study Review Fee: .................................................... $600.00 $ • Trip Generation Study Review Fee: .................................................. $200.00 $ • Stormwater Management Plan (SWMP) Review Fee: ....................... $200.00 $ 2 • O & M Schedule Review & SMA Recording Fee ............................. $100.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3rd submittal ('/z initial review fee): .................................................... $300.00 $ . cro 411 submittal (full initial review fee): ................................................. $600.00 $ w Do All to All subsequent submittals: ................................................................. $600.00 $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.coms Rev 09/18 APPROVED By Jordan Jefferies at 4:00 pm, Dec 03, 2019 3.6 ca Office Redland i I bou 4VhUU est Cana. Court, _ittleton, Colorado 80120 ._ E 4HERL HLAT PLAGLS bWN I REDLAND.COM Quail Run Quail St. Public Improvements Opinion of Probable Cost Estimate Date: 12/03/2019 JN: 18005 UNIT TOTAL Street Improvements (Wheat Ridge) QUANTITY UNIT PRICE COST Type 2 Curb and Gutter 210 LF $24.75 $5,200 8' Concrete Crosspan 1 EA $2,000.00 $2,000 Concrete Pavement 60 SY $72.00 $4,350 Compacted Subgrade (4" section) 607 SY-IN $2.80 $1,700 Subgrade Prep - Concrete Walk 1,960 SF $1.75 $3,430 5' Concrete Walk 1,960 SF $5.00 $9,800 Handicap Ramp 1 EA $2,580.00 $2,580 Mid -Block Ramp 2 EA $2,580.00 $5,160 Street Subtotal $34,220 UNIT TOTAL Street Improvements (See Note #3-5) Arvada QUANTITY UNIT PRICE COST Type 2 Curb and Gutter 1,215 LF $24.75 $30,070 Compacted Subgrade (4" section) 16,611 SY-IN $2.80 $46,510 Asphalt (Full depth - 6" section) 3,765 SY $30.73 $115,700 Street Subtotal $192,280 Notes: Subtotal $226,500 Contingency (25%) $56,630 Total Cost (Quail Street) $283,130 1) Earthwork for street is from W 54th Ave. to the end of pavement to the south. 2) Subgrade prep is measured from TBC to TBC. 3) These Street Improvements include quantities to build, from TBC -TBC with complete improvements within the City of Wheat Ridge, Quail St. from W. 54th Ave. to W. 53rd Ave. in the event Haskins Station does not complete Quail St. prior to this development. 4) Parking areas along Quail St. from Haskins Station plan assummed to be asphalt. 5) Quantities taken from Haskins Station approved plans dated October 11, 2019. CITY OF WHEAT RIDGE PUBLIC WORKS DATE 12/3/2019 Page 1 of 2 RECEIVED 12/3/2019 Revised submittal �'s Redland 720.283.5 Office 1 bUU Wert Ca Cana. Court, _ittleton, Colorado 80120 ,,IIERE GREAT PLACES BEGIN REDLAND.COM Quail Run Internal Road Public Improvements Opinion of Probable Cost Estimate Date: 12/03/19 1N: 18005 UNIT TOTAL Storm Sewer QUANTITY UNIT PRICE COST 18" RCP (0-8' depth) 335 LF $85.00 $28,480 4' Dia. Manhole 1 EA $3,250.00 $3,250 5' Dia. Manhole 1 EA $4,000.00 $4,000 10'Type 'R' Inlet 3 EA $6,000.00 $18,000 15'Type 'R' Inlet 1 EA $8,500.00 $8,500 18" Flared End Section 1 EA $1,350.00 $1,350 Pond Outlet Structure 1 EA $15,000.00 $15,000 12" SDR -35 PVC 55 LF $70.00 $3,850 12" Cleanout 1 EA $200.00 $200 Storm Sewer Subtotal $82,630 UNIT TOTAL Street Improvements QUANTITY UNIT PRICE COST Earthwork (3' vertically over TBC -TBC) 5,026 CY $4.00 $20,100 Subgrade Prep 4,390 SY $1.75 $7,680 Asphalt (Full depth - 6" section) 4,390 SY $30.73 $134,900 Type 2 Curb and Gutter 2,290 LF $24.75 $56,680 8' Concrete Crosspan 1 EA $2,000.00 $2,000 4' Concrete Crosspan 2 EA $1,500.00 $3,000 Concrete Pavement 67 SY $72.00 $4,800 Subgrade Prep - Concrete Walk 9,040 SF $1.75 $15,820 5' Concrete Walk 9,040 SF $5.00 $45,200 Handicap Ramp 6 EA $2,580.00 $15,480 Mid -Block Ramp 3 EA $2,580.00 $7,740 Street Light (Local) 5 EA $10,000.00 $50,000 Street Subtotal $363,400 Subtotal $446,030 Contingency (25%) $111,510 Total Cost (Internal Roads) $557,540 Grand Total $840,670 Notes: 1) Subgrade prep is measured from TBC to TBC. Page 2 of 2 YEAS 1'"Redland 72tleton Col Office 1500 West Canal Court, Littleton, Colorado 80120 EI WHERE GREAT PLACES BEGIN REDLAND.COM Quail Run Private Improvements Opinion of Probable Cost Estimate Date: 08/5/19 JN: 18005 Storm Sewer QUANTITY UNIT PRICE COST 18" RCP (0-8' depth) 335 LF $85.00 $28,480 4' Dia. Manhole 1 EA $3,250.00 $3,250 5' Dia. Manhole 1 EA $4,000.00 $4,000 10'Type'R'Inlet 3 EA $6,000.00 $18,000 15'Type'R' Inlet 1 EA $8,500.00 $8,500 18" Flared End Section 1 EA $1,350.00 $1,350 Pond Outlet Structure 1 EA $15,000.00 $15,000 12" SDR -35 PVC 55 LF $70.00 $3,850 12" Cleanout 1 EA $200.00 $200 Storm Sewer Subtotal $82,630 Street Improvements QUANTITY UNIT PRICE COST Subgrade Prep 2,220 Sy $1.75 $3,890 Concrete Pavement 2,220 Sy $72.00 $159,840 Subgrade Prep - Concrete Walk 3,370 SF $1.75 $5,900 5' Concrete Walk 3,370 SF $5.00 $16,850 Street Light (Bollard) 3 EA $5,000.00 $15,000 Street Subtotal $201,480 Subtotal $722,065 Contingency (25%) $180,520 Total Cost (Internal Roads) $902,585 Grand Total $945,365 Notes: 1) Quantities based on Quail Run construction documents prepared by Redland. Quantities may differ from final design of sanitary sewer by others. Page 2 of 2 Office lRedland 20eton, of rado 1500 West Canal Court, Littleton, Colorado 80120 H WHERE GREAT PLACES BEGIN REDLAND.COM Quail Run Private Improvements opinion of Probable Cost Estimate Date: 08/5/19 JN: 18005 UNIT TOTAL Storm Sewer QUANTITY UNIT PRICE COST Area Drain 3 EA $220.00 $660 8" SDR -35 PVC 190 LF $60.00 $11,400 8" Cleanout 2 EA $160.00 $320 Storm Sewer Subtotal $12,380 UNIT TOTAL Water QUANTITY UNIT PRICE COST Connect to Existing Main 1 EA $2,500.00 $2,500 Fire Hydrant Assembly 5 EA $5,250.00 $26,250 6" CL -52 DIP 114 LF $30.00 $3,420 6" C-900 CIL 149 368 LF $30.00 $11,040 8" C-900 CL 150 1,830 LF $35.00 $64,050 8" - 452 Bend w/ Kick Block 4 EA $350.00 $1,400 8" x 12" Tee Fitting 1 EA $450.00 $450 8" x 8" Tee Fitting 3 EA $350.00 $1,050 8" x 6" Tee Fitting 7 EA $350.00 $2,450 8" Gate Valve 9 EA $2,000.00 $18,000 12" Gate Valve 1 EA $2,750.00 $2,750 6" Gate Valve 7 EA $1,800.00 $12,600 2" Blow off 2 EA $2,000.00 $4,000 3/4" Water Service w/ Meter Pit 14 EA $1,425.00 $19,950 1" Master Meter 10 EA $6,500.00 $65,000 Pressure Testing 2,312 LF $0.80 $1,850 Water Subtotal $236,760 UNIT TOTAL Sanitary Sewer QUANTITY UNIT PRICE COST Connect to Existing Main 1 EA $3,500.00 $3,500 8" SDR -35 PVC 2,150 LF $33.00 $70,950 4" Service w/ wye, cap, bend 56 EA $1,250.00 $70,000 4' Dia. Manhole 12 EA $3,500.00 $42,000 Flush Sewer 2,150 LF $0.50 $1,075 Air Test 2,150 LF $0.60 $1,290 Sanitary Sewer Subtotal $188,815 Page 1 of 2 city of -' Wheat [ idgc `mi EVE D CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 OEC 1 1 2010 Proof of Submission for Permitting/Plan Review Per (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 12-11-2019 Project Address: 5300-5230 Quail Street Name of Firm/Individual submitting documents: Travis Frazier, Redland Project Type/Description: Travis Frazier, Redland Proposed the construction of 14 (provided in buildings of four ane family detached homes, and 42 townhomes Signature of Firm Representative or Individual: -75":,- DO f" - DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I. 1.1 1" t..., It-,% S K , am a duty authorized representative of the agency indicated below and do, by my signatureelE ow, here'—acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water o Wheat Ridge Sanitation District Clear Creek Sanitation District o Fruddale Sanitation District o Westridge Sanitation District o Other Agency Notes: fid.... r1, t w J f! r I f . I e� �J /'C -T. '4 //..A — t I� p tl P Co-/vt s.� vS eft �►s� Signature. /3'/f 4��' Date: S �� , c.� G ops f v�l�%� G�.� : n .t e-✓' 117 - t G -ll ._ I 4'Jl MARTIN/MARTIN CONSULTING ENGINEERS May 30, 2018 CDL Homes, LLC 8246 Northfield Blvd. Suite 2600 Denver, CO Attn: Summer Clark Email: summer2clark@gmail.com Re: Sanitary Extension Design Fee Document — Quail Run -5372 to 5392 Quail St. Martin/Martin, Inc Project No.: 13.0860.C.01 Dear Ms. Clark, On behalf of the Clear Creek Valley Water and Sanitation District (CCVWSD), Martin/Martin Inc., acting as District's Consulting Engineer, is providing this document to summarize the fees associated with the design and review of the proposed sanitary extension project for the property at 5352 — 5392 Quail St. referred to as Quail Run. Please be aware that the District's Engineer is to perform the design for sanitary sewer extensions. While it is understood the developer prefers to use their own engineer, the District believes that the experience with District Standards and details is paramount to providing cost effective design. In order to further keep costs to a minimum, the developer's engineer can provide significant pre -design data as outlined here -in. The design fee letter is based on site documents and a proposed utility plan received by email on May 22nd, 2018. The proposed development includes fifty-six lots. Design The initial fee of $20,000.00 is anticipated to cover design (fee would remain the same even if reviewing vs. design), City of Arvada review process, extension/easement agreements coordination, capacity review, District Attorney fees, product submittal reviews, coordination with Metro Waste Water, as -constructed updates to the CCVWSD GIS system, meetings (preconstruction, site), observations during construction, and project closeout. This design/review fee should be sent directly to the District offices (5420 Harlan St. Arvada, CO 80002), which any work will be billed directly against this deposit. The fee above assumes that the existing survey associated with the project provided by the developer's surveyor/engineer is provided in CAD format to Martin/Martin and its accuracy can be relied upon to produce sanitary sewer plans. If additional survey by Martin/Martin Inc. is required to complete the sanitary sewer plans, completion of this task is estimated to be an additional $3,500.00. In order to streamline the design process, the District's engineer will work with the developer's engineer on the proposed sanitary sewer extension design. The developer's engineer shall supply existing/proposed grades, existing/proposed utilities, sanitary sewer inverts for the point of connection, proposed extension alignment, proposed buildings, proposed easement linework, and any other additional items needed for design. Also, in regard to the capacity review for this development, if it is determined that a downstream flow analysis is required for this project due to existing flows being close to existing mainline capacity, an additional fee may be required to determine if additional upsizing sanitary sewer mains downstream will be required. If any credit is left over following work being completed and finally accepted by the District, it will be reimbursed to the owner. If the funds are exhausted during the course of the project, additional monies will be required prior to continuing with design, construction, closeout, etc. This initial deposit does not include tap fees or inspection fees required by the District. MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM Sanitary Extension Design Fee Document — Quail Run — 5372 to 5392 Quail St. May 30, 2018 Extension/Easement Agreements A mainline extension requires an extension agreement, any necessary easements and easement agreements, District approvals, deposits, and necessary insurance and bonding prior to beginning construction. Tap applications cannot be accepted until conditional approval is made on the extension. A sanitary sewer main extension agreement with appropriate bonding and deposit is required prior to moving forward with construction. This agreement will be provided from the District's Attorney. A 25' non-exclusive easement with drive -able surface will be required to be dedicated to the District prior to construction. An easement agreement will be provided from the District's Attorney upon receipt of necessary documents from owner/developer, such as ownership and deed evidence. The owner/developer is responsible for providing a vesting deed and title insurance commitment for the property prior to coordination with the District's Attorney. The owner/developer is also responsible for providing a certified land description and exhibit of easement to the District for review. All costs associated with extension(s) are the responsibility of the owner/developer. If you have any questions, please do not hesitate to contact Bill Willis, MARTIN/MARTIN Consulting Engineers, 303-431- 6100. Sincerely, Bill Willis District Engineer MARTIN/MARTIN, Inc. Cc: Kevin Ramirez — Clear Creek Valley Water and Sanitation District Manager Page 212 MARTIN/MARTIN C ON 5 U LT ING EN G INE E R5 November 13, 2017 Summer Clark Email: summer2clark@gmail.com Re: Sanitary Service Availability — Quail Run — 5230 to 5300 Quail Street Martin/Martin, Inc Project No.: 13.0860.C.01 Dear Ms. Clark, On behalf of the Clear Creek Valley Water and Sanitation District (CCVWSD), Martin/Martin Inc., acting as District Engineer, offers the following sanitary sewer availability letter for the property at 5230 — 5300 Quail St. referred to as Quail Run. The availability letter is based on site documents and a proposed utility plan received by email on November 8th 2017. The proposed development includes fifty-four lots. The Clear Creek Valley Water and Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. 1. There shall be a funding agreement in place stipulating that the developer pay legal, management, and engineering fees prior to further coordination on development review, inclusions/exclusions, extension design, easement/extension agreements, coordination with Metro, construction administration/observation, and all other coordination. A fee document can be provided outlining these costs associated with the project, upon request. 2. The developer is responsible for depositing funds per the above funding agreement prior to any further coordination on the project. 3. From Jefferson County Assessor records, it does not appear that the property has been included into a sanitation district. If the property currently sits within a sanitation district other than the Clear Creek Valley Water and Sanitation District, then an exclusion for the property must be completed prior to inclusion into the District and commencement of the design phases. 4. The property must be included into the Clear Creek Valley Water and Sanitation District. Upon request Martin/Martin will provide a list of needed items from the District's attorney, Richard Scheurer, for an inclusion agreement. 5. Martin/Martin will complete a cursory flow study to determine if the District has flow capacity for the proposed development. 6. A completed extension agreement is required prior to the construction of the sanitary sewer extension. An extension agreement can be provided upon request. A title insurance commitment and vesting deed are required for completion of the agreement. 7. A completed easement agreement is required prior to the construction of the sanitary sewer extension. An easement agreement can be provided upon request. A title insurance commitment and vesting deed are required for completion of the agreement. See the next page for easement requirements. The developer will be responsible for providing signed/stamped legal descriptions and exhibits for engineering review prior to completion of the agreement. MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTIN MARTIN.COM Sanitary Service Availability — Quail Run — 5230 to 5300 Quail Street November 13, 2017 8. Design of the sanitary sewer extension shall be completed by the District's engineer. It is understood that the developer desires that their engineer design the extension. After discussions with the District, the District prefers that the District engineer provide this design pending design fees are paid to the District. The developer can provide existing base files and a proposed alignment to streamline the design process. 9. Legal, Engineering, and tap connection fees are required to be paid for the project. An engineering fee will be provided and a tap fee document can be provided upon request. 10. Please define how the construction phase will be completed. Will the developer be providing a contractor to complete the sanitary sewer extension? Any contractor proposing to complete the extension must be licensed and bonded through the District. The subject lot at the address referenced above is not within the boundary and service area of the Clear Creek Valley Water and Sanitation District. The property must be included into the District prior to receiving sanitary sewer service from the District. Treatment of sewage generated within the Clear Creek Valley Water and Sanitation District is provided by the Metro Wastewater Reclamation District (Metro). Existing Sanitary Sewer Mainline Locations Clear Creek Valley Water and Sanitation District has the following sanitary sewer mains adjacent to the proposed property: • 8 -inch mainlines running north to south within Pierson Street and Quail St., south of the referenced property. Please see the attached as-builts for the Quail Ridge development to the south. • 8 -inch mainline running west to east within W. 54th Avenue, north of the referenced property. The developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer main to verify if gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. It appears that the property can be serviced by gravity by extending public sanitary sewer mains from the existing main within Quail St., however, field verification of manhole inverts and finished grade elevations is required to determine if gravity flow is feasible. Appropriate right-of-way (ROW) or a 20' non-exclusive dedicated easement must be provided with any extension. The District recommends that the development be serviced via public ROW within Quail St. The District will not accept the proposed alignment along the east side of the property as the existing 20' drainage easement will not suffice for sanitary sewer extension purposes based on a lack of access to manholes for maintenance and rehabilitation purposes. Additionally, the District will not accept sanitary mainlines underneath drainage ponds due to increased liability for future repairs and maintenance. Attached are project as-builts for the northwest section of the Quail Ridge development sanitary sewer extension. It is recommended that a mainline extension connect into the northern most manhole on this attached plan sheet. Note that each unit is required to have a separate connection to the District main. Each building must also front a District mainline. Since this cannot be accommodated with the existing sanitary sewer facilities, then a public mainline extension will be required into the property. The mainline will require a minimum 20' dedicated easement with appropriate documentation including an easement agreement if it is not located in public right-of-way. Attached is the District regulations (Article VI) on sewer line extensions. Costs All costs involved — reviews, design, contract development, construction, observation and inspections — are the responsibility of the Owner/Developer and must be deposited to the District, in an amount agreed to by the District Engineer, prior to further review or design of system. Please be aware that proper tap and development fees are required to be paid prior to connection to the District main (wye fitting on mainline). These fee amounts can be paid Page 213 Sanitary Service Availability — Quail Run — 5230 to 5300 Quail Street November 13, 2017 directly to the District Office prior to connection, payable to Clear Creek Valley Water and Sanitation District, which also collects Metro Wastewater's "connection fees". If you have any questions, please do not hesitate to contact Bill Willis, MARTIN/MARTIN Consulting Engineers, 303-431- 6100. Sincerely, Bill Willis District Engineer MARTIN/MARTIN, Inc. Cc: Kevin Ramirez — Clear Creek Valley Water and Sanitation District Manager Page 313 7( ily uI CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303,235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (plater and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 12-11-2019 Project Address: 5300-5230 Quail Street Name of Firm/individual submitting documents: Travis Frazier, Redland Project Type/Description: Travis Frazier, Redland (P the construction of 14 single-family detached homes, and 42 townhomes wiaings OT Tour a Signature of Firm Representative or Individual: WRITE BE i4itatdd bel w and do, by my signature bE and approval. of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District o Gonsolidated Mutual Water District Valley Water District o Denver Water Agency Notes: THIS POINT - FOR AGENCY USE , am a duly authorized representative of the agency Wedge receipt of documents necessary for review o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Signature: � fI// 1:7�%z!! �/f%% Z /�x Date- - Actencv eD�resenfati— vee �� " —� city of W hcat i:dgc CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 12-11-2019 Project Address: 5300-5230 Quail Street Name of Firm/Individual submitting documents: Travis Frazier, Redland Project Type/Description: Travis Frazier, Redland the construction of 14 single-family detached homes, and 42 townhomes n Dullaings OT tour Signature of Firm Representative or Individual: / ¢" — � " DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY h l3 1 ISL t., am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) a Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water o Wheat Ridge Sanitation District .k Clear Creek Sanitation District o Fruddale Sanitation District o Westridge Sanitation District o Other Agency Notes: _G r1. t J at l /v. f"i e`,�� /tis K as A. rri-et /r. 22s-ArV-• e 4 od u r f- j _ wJ`Wv a rg'+ r e J 1 c a; 44-c- /'c v I tco p r 0--e: t.iJ r-#_ t (4 r nG+n a.Jl D j- V)--1 e%,- ✓ 1 Signature: etL/t 'f%4e-!'r'— lT. -/G -12 MARTIN/MARTIN CONSULTING ENGINEERS May 30, 2018 CDL Homes, LLC 8246 Northfield Blvd. Suite 2600 Denver, CO Attn: Summer Clark Email: summer2clark@gmail.com Re: Sanitary Extension Design Fee Document — Quail Run — 5372 to 5392 Quail St. Martin/Martin, Inc Project No.: 13.0860.C.01 Dear Ms. Clark, On behalf of the Clear Creek Valley Water and Sanitation District (CCVWSD), Martin/Martin Inc., acting as District's Consulting Engineer, is providing this document to summarize the fees associated with the design and review of the proposed sanitary extension project for the property at 5352 — 5392 Quail St. referred to as Quail Run. Please be aware that the District's Engineer is to perform the design for sanitary sewer extensions. While it is understood the developer prefers to use their own engineer, the District believes that the experience with District Standards and details is paramount to providing cost effective design. In order to further keep costs to a minimum, the developer's engineer can provide significant pre -design data as outlined here -in. The design fee letter is based on site documents and a proposed utility plan received by email on May 22"d, 2018. The proposed development includes fifty-six lots. Design The initial fee of $20,000.00 is anticipated to cover design (fee would remain the same even if reviewing vs. design), City of Arvada review process, extension/easement agreements coordination, capacity review, District Attorney fees, product submittal reviews, coordination with Metro Waste Water, as -constructed updates to the CCVWSD GIS system, meetings (preconstruction, site), observations during construction, and project closeout. This design/review fee should be sent directly to the District offices (5420 Harlan St. Arvada, CO 80002), which any work will be billed directly against this deposit. The fee above assumes that the existing survey associated with the project provided by the developer's surveyor/engineer is provided in CAD format to Martin/Martin and its accuracy can be relied upon to produce sanitary sewer plans. If additional survey by Martin/Martin Inc. is required to complete the sanitary sewer plans, completion of this task is estimated to be an additional $3,500.00. In order to streamline the design process, the District's engineer will work with the developer's engineer on the proposed sanitary sewer extension design. The developer's engineer shall supply existing/proposed grades, existing/proposed utilities, sanitary sewer inverts for the point of connection, proposed extension alignment, proposed buildings, proposed easement linework, and any other additional items needed for design. Also, in regard to the capacity review for this development, if it is determined that a downstream flow analysis is required for this project due to existing flows being close to existing mainline capacity, an additional fee may be required to determine if additional upsizing sanitary sewer mains downstream will be required. If any credit is left over following work being completed and finally accepted by the District, it will be reimbursed to the owner. If the funds are exhausted during the course of the project, additional monies will be required prior to continuing with design, construction, closeout, etc. This initial deposit does not include tap fees or inspection fees required by the District. MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTIN MARTIWCOM Sanitary Extension Design Fee Document — Quail Run — 5372 to 5392 Quail St. May 30, 2018 Extension/Easement Agreements A mainline extension requires an extension agreement, any necessary easements and easement agreements, District approvals, deposits, and necessary insurance and bonding prior to beginning construction. Tap applications cannot be accepted until conditional approval is made on the extension. A sanitary sewer main extension agreement with appropriate bonding and deposit is required prior to moving forward with construction. This agreement will be provided from the District's Attorney. A 25' non-exclusive easement with drive -able surface will be required to be dedicated to the District prior to construction. An easement agreement will be provided from the District's Attorney upon receipt of necessary documents from owner/developer, such as ownership and deed evidence. The owner/developer is responsible for providing a vesting deed and title insurance commitment for the property prior to coordination with the District's Attorney. The owner/developer is also responsible for providing a certified land description and exhibit of easement to the District for review. All costs associated with extension(s) are the responsibility of the owner/developer. If you have any questions, please do not hesitate to contact Bill Willis, MARTIN/MARTIN Consulting Engineers, 303-431- 6100. Sincerely, �f/I Bill Willis District Engineer MARTIN/MARTIN, Inc. Cc: Kevin Ramirez — Clear Creek Valley Water and Sanitation District Manager Page 212 MARTIN/MARTIN CONSULTING ENGINEERS November 13, 2017 Summer Clark Email: summer2clark@gmail.com Re: Sanitary Service Availability — Quail Run — 5230 to 5300 Quail Street Martin/Martin, Inc Project No.: 13.0860.C.01 Dear Ms. Clark, On behalf of the Clear Creek Valley Water and Sanitation District (CCVWSD), Martin/Martin Inc., acting as District Engineer, offers the following sanitary sewer availability letter for the property at 5230 — 5300 Quail St. referred to as Quail Run. The availability letter is based on site documents and a proposed utility plan received by email on November 8 t 2017. The proposed development includes fifty-four lots. The Clear Creek Valley Water and Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. 1. There shall be a funding agreement in place stipulating that the developer pay legal, management, and engineering fees prior to further coordination on development review, inclusions/exclusions, extension design, easement/extension agreements, coordination with Metro, construction administration/observation, and all other coordination. A fee document can be provided outlining these costs associated with the project, upon request. 2. The developer is responsible for depositing funds per the above funding agreement prior to any further coordination on the project. 3. From Jefferson County Assessor records, it does not appear that the property has been included into a sanitation district. If the property currently sits within a sanitation district other than the Clear Creek Valley Water and Sanitation District, then an exclusion for the property must be completed prior to inclusion into the District and commencement of the design phases. 4. The property must be included into the Clear Creek Valley Water and Sanitation District. Upon request Martin/Martin will provide a list of needed items from the District's attorney, Richard Scheurer, for an inclusion agreement. 5. Martin/Martin will complete a cursory flow study to determine if the District has flow capacity for the proposed development. 6. A completed extension agreement is required prior to the construction of the sanitary sewer extension. An extension agreement can be provided upon request. A title insurance commitment and vesting deed are required for completion of the agreement. 7. A completed easement agreement is required prior to the construction of the sanitary sewer extension. An easement agreement can be provided upon request. A title insurance commitment and vesting deed are required for completion of the agreement. See the next page for easement requirements. The developer will be responsible for providing signed/stamped legal descriptions and exhibits for engineering review prior to completion of the agreement. MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTIN MARTIN.COM Sanitary Service Availability — Quail Run — 5230 to 5300 Quail Street November 13, 2017 8. Design of the sanitary sewer extension shall be completed by the District's engineer. It is understood that the developer desires that their engineer design the extension. After discussions with the District, the District prefers that the District engineer provide this design pending design fees are paid to the District. The developer can provide existing base files and a proposed alignment to streamline the design process. 9. Legal, Engineering, and tap connection fees are required to be paid for the project. An engineering fee will be provided and a tap fee document can be provided upon request. 10. Please define how the construction phase will be completed. Will the developer be providing a contractor to complete the sanitary sewer extension? Any contractor proposing to complete the extension must be licensed and bonded through the District. The subject lot at the address referenced above is not within the boundary and service area of the Clear Creek Valley Water and Sanitation District. The property must be included into the District prior to receiving sanitary sewer service from the District. Treatment of sewage generated within the Clear Creek Valley Water and Sanitation District is provided by the Metro Wastewater Reclamation District (Metro). Existing Sanitary Sewer Mainline Locations Clear Creek Valley Water and Sanitation District has the following sanitary sewer mains adjacent to the proposed property: • 8 -inch mainlines running north to south within Pierson Street and Quail St., south of the referenced property. Please see the attached as-builts for the Quail Ridge development to the south. • 8 -inch mainline running west to east within W. 54th Avenue, north of the referenced property. The developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer main to verify if gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. It appears that the property can be serviced by gravity by extending public sanitary sewer mains from the existing main within Quail St., however, field verification of manhole inverts and finished grade elevations is required to determine if gravity flow is feasible. Appropriate right-of-way (ROW) or a 20' non-exclusive dedicated easement must be provided with any extension. The District recommends that the development be serviced via public ROW within Quail St. The District will not accept the proposed alignment along the east side of the property as the existing 20' drainage easement will not suffice for sanitary sewer extension purposes based on a lack of access to manholes for maintenance and rehabilitation purposes. Additionally, the District will not accept sanitary mainlines underneath drainage ponds due to increased liability for future repairs and maintenance. Attached are project as-builts for the northwest section of the Quail Ridge development sanitary sewer extension. It is recommended that a mainline extension connect into the northern most manhole on this attached plan sheet. Note that each unit is required to have a separate connection to the District main. Each building must also front a District mainline. Since this cannot be accommodated with the existing sanitary sewer facilities, then a public mainline extension will be required into the property. The mainline will require a minimum 20' dedicated easement with appropriate documentation including an easement agreement if it is not located in public right-of-way. Attached is the District regulations (Article VI) on sewer line extensions. Costs All costs involved — reviews, design, contract development, construction, observation and inspections — are the responsibility of the Owner/Developer and must be deposited to the District, in an amount agreed to by the District Engineer, prior to further review or design of system. Please be aware that proper tap and development fees are required to be paid prior to connection to the District main (wye fitting on mainline). These fee amounts can be paid Page 213 Sanitary Service Availability — Quail Run — 5230 to 5300 Quail Street November 13, 2017 directly to the District Office prior to connection, payable to Clear Creek Valley Water and Sanitation District, which also collects Metro Wastewater's "connection fees". If you have any questions, please do not hesitate to contact Bill Willis, MARTIN/MARTIN Consulting Engineers, 303-431- 6100. Sincerely, Bill Willis District Engineer MARTIN/MARTIN, Inc. Cc: Kevin Ramirez — Clear Creek Valley Water and Sanitation District Manager Page 313 From: Travis Frazier <tfrazier@redland.com> Sent: Monday, December 16, 2019 11:53 AM To: CJKavan Subject: FW: Quail Run (Station 53) Signature CJ, See below from the Fired department. Travis Frazier, P.E. ) Project Manager Redland WHERE GREAT PLACES 8EGlt, 1500 West Canal Court Littleton, CO 80120 Office: (720) 283-6783 x126 Cell: (303) 875-7193 tfrazier(@ red land.com www.redland.com From: Steven Parker <steven.parker@arvadafire.com> Sent: Monday, December 16, 2019 11:06 AM To: Travis Frazier <tfrazier@red land.com>; Rob Oglesby <roglesby@red land.com> Subject: RE: Quail Run (Station 53) Signature Travis, We do not review building plans for single family homes. Therefore no plans are required to be submitted to the AFPD for review. All of our involvement is limited to the development review process. Steven Parker EFO Fire Marshal Arvada Fire Protection District 7903 Allison Way Arvada, CO 80005 303-403-0477 www.arvadafire.com r t. YJ l,p 4 Silk& , hdonw ionallily Adcendhed From: Travis Frazier <tfrazier@red land.com> Sent: Wednesday, December 11, 2019 10:23 AM To: Steven Parker <steven.parker@arvadafire.com>; Rob Oglesby <roglesby@redland.com> Subject: RE: Quail Run (Station 53) Signature [FROM EXTERNAL SENDER] Steven, One more request, Wheat Ridge has requested proof of submission to the fire department for Quail Run as part of the permitting process. Can you provide something to us (email is fine) just verify we have coordinated with your department? Thanks. Travis Frazier, P.E. I Project Manager Redland WHERE GREAT P1 ACES BEGIN 1500 West Canal Court Littleton, CO 80120 Office: (720) 283-6783 x126 Cell: (303) 875-7193 tfrazier(@redland.com www.redland.com From: Steven Parker <steven.parker@arvadafire.com> Sent: Tuesday, December 10, 2019 10:43 AM To: Rob Oglesby <roglesby@red land.com> Cc: Travis Frazier <tfrazier@redland.com> Subject: RE: Quail Run (Station 53) Signature Here you go. Steven Parker EFO Fire Marshal Arvada Fire Protection District 7903 Allison Way Arvada, CO 80005 303-403-0477 www.arvadafire.com r` Y� 1, Internationally Accraditad From: Rob Oglesby <roglesby@redland.com> Sent: Monday, December 9, 2019 8:09 AM To: Steven Parker <steven.parker@arvadafire.com> Cc: Travis Frazier <tfrazier@redland.com> Subject: RE: Quail Run (Station 53) Signature [FROM EXTERNAL SENDER] Steven, The District asked us to clarify two notes regarding the meter pit domes. I have attached the updated PDF, would you be able to sign the PDF again? I apologize for the back and forth. Let me know if you have any other questions. Thanks, Rob Oglesby, P.E. I Project Engineer Redland WHERE GREAT PACES BEGIN 1500 West Canal Court Littleton, CO 80120 Office: (720) 283-6783 x133 Cell: (303) 518-2115 roolesbv(&redland.com www.rediand.com From: Steven Parker <steven.parker@arvadafire.com> Sent: Thursday, December 5, 2019 10:10 AM To: Rob Oglesby <roglesby@redland.com> Cc: Travis Frazier <tfrazier@redland.com> Subject: RE: Quail Run (Station 53) Signature Here you go. Steven Parker EFO Fire Marshal Arvada Fire Protection District 7903 Allison Way Arvada, CO 80005 303-403-0477 www.arvadafire.com f I"ternallonsity Accredited From: Rob Oglesby <roglesby@red land.com> Sent: Thursday, December 5, 2019 9:54 AM To: Steven Parker <steven.parker@arvadafire.com> Cc: Travis Frazier <tfrazier@redland.com> Subject: RE: Quail Run (Station 53) Signature [FROM EXTERNAL SENDER] Steven, Here is a clean set for you. Thanks, Rob Oglesby, P.E. I Project Engineer Redland VNER% GREAT falai B BL61N 1500 West Canal Court Littleton, CO 80120 Office: (720) 283-6783 x133 Cell: (303) 518-2115 rogIesbyPredland.com www.redland.com From: Steven Parker <steven.parker@arvadafire.com> Sent: Thursday, December 5, 2019 9:50 AM To: Rob Oglesby <roglesby@red land.com> Cc: Travis Frazier <tfrazier@redland.com> Subject: RE: Quail Run (Station 53) Signature I can do that. Would you please provide me a clean electronic set that does not include my old signature on it? Steven Parker EFO Fire Marshal Arvada Fire Protection District 7903 Allison Way Arvada, CO 80005 303-403-0477 www.arvadafire.com " S { r� InternationallyAccredited From: Rob Oglesby <roglesbv@redland.com> Sent: Thursday, December 5, 2019 9:36 AM To: Steven Parker <steven.parker@arvadafire.com>; Kevin Ferry <kevin.ferry@arvadafire.com> Cc: Travis Frazier <tfrazier@redland.com> Subject: RE: Quail Run (Station 53) Signature [FROM EXTERNAL SENDER) Hey Steven, Thanks for getting back to me. Yes, an electronic signature would be great! Let us know if you need anything else. Thanks, Rob Oglesby, P.E. I Project Engineer Redland WH RP GREAT PLAC! S BEGIN 1500 West Canal Court Littleton, CO 80120 Office: (720) 283-6783 x133 Cell: (303) 518-2115 roolesbv( redland.corn www.redland.com From: Steven Parker <steven.parker@arvadafire.com> Sent: Thursday, December 5, 2019 8:14 AM To: Rob Oglesby <roglesby@redland.com>; Kevin Ferry <kevin.ferry@arvadafire.com> Cc: Travis Frazier <tfrazier@redland.com> Subject: RE: Quail Run (Station 53) Signature Rob, Sorry for the delay, I will try and get a look at the plans today. If you and Denver Water are ok with an electronic signature I can do that on the plans provided. If you need a wet signature, we can schedule something for Tuesday next week. Let me know what your preference is. Steven Parker EFO Fire Marshal Arvada Fire Protection District 7903 Allison Way Arvada, CO 80005 303-403-0477 www.arvadafire.com 8"v 29� t'. -r+ Internallomily Accredited From: Rob Oglesby <roglesbv@red land.com> Sent: Thursday, December 5, 2019 8:05 AM To: Kevin Ferry <kevin.ferry@arvadafire.com> Cc: Steven Parker <steven.parker@arvadafire.com>; Travis Frazier <tfrazier@redland.com> Subject: RE: Quail Run (Station 53) Signature [FROM EXTERNAL SENDER] Hey Kevin and Steven, I wanted to check in and see if there was a time we can coordinate a signature. Let me know what works for you. Thanks, Rob Oglesby, P.E. I Project Engineer Redland WHA Rl 1`;R41 i'UCES REIN 1500 West Canal Court Littleton, CO 80120 Office: (720) 283-6783 x133 Cell: (303) 518-2115 roo lesbv(a red land. corn www.rediand.com From: Rob Oglesby Sent: Tuesday, December 3, 2019 12:03 PM To: 'kevin.ferry@arvadafire.com'<kevin.ferry@arvadafire.com> Cc: Steven Parker <steven.parker@arvadafire.com>; Travis Frazier <tfrazier@redland.com> Subject: Quail Run (Station 53) Signature Kevin and Steven, We coordinated over a year ago regarding the fire signature on the Denver Water set for Quail Run. There were some delays with platting and right-of-way dedication but we are finally going in for Denver Water approval. Since it has been over a year since the fire signature (9/11/18), we would like the plans to be re-signed. What is the best way to get the plans resigned? I have attached the plans for additional review if needed. There have been no major changes since our signature set and still has the original fire signature. Let me know the best way to move forward with signature. Thanks, Rob Oglesby, P.E. I Project Engineer Redland VVHFRE GPFAT PLACES BEGIN 1500 West Canal Court Littleton, CO 80120 Office: (720) 283-6783 x133 Cell: (303) 518-2115 roalesbyCalredland.com www.redland.com Randy Slusser To: cj@fulcrumenterprises.net Cc: Kolby O'Herron; tfrazier@redland.com Subject: Site work permit for 11187 W 53rd Drive - Quail Run Good morning CJ, I am reviewing this project for the Building Division and did not see any electrical sheets in the submittal. Please submit stamped electrical sheets for all the proposed site lighting on this project. Contact me if you have any questions. Regards, Randy Slusser, CBO Chief Building Official Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2803 www.ci.wheatrid eg co.us Wheat 1� �,i� CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. 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