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Home My WebLink About3150-3160 Lamar Street�.i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /Im Job Address: �J L�-o .A A V_!�z r Permit Number: 2 1.-) 0 4 042- � O ff" oz - LJ No one available for inspection: Time " I I V AM/RM Re -Inspection required: Ye1`cts �J When corrections have been made, call for re -ins a tion at 303434-543 Date: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201706584 PERMIT NO: 201706584 ISSUED: 08/25/2017 JOB ADDRESS: 3150 Lamar ST EXPIRES: 08/25/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 56 sq *** CONTACTS *** OWNER (303)808-3403 BURNS NATHAN SUB (303)548-5000 Alan Parkes 021001 Roof Corp of Metro Denver Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 20,000.00 FEES Total Valuation 0.00 Use Tax 420.00 Permit Fee 362.80 ** TOTAL ** 782.80 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201706584 PERMIT NO: 201706584 ISSUED: 08/25/2017 JOB ADDRESS: 3150 Lamar ST EXPIRES: 08/25/2018 JOB DESCRIPTION: Residential Re—roof to install asphalt shingles — 56 sq I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I furt r attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed d at all or be perfo ed is disclosed in this document and/or its' accompanying approved plans and specifications. Si re o?__&R or TRACTOR (Circle one) Date 1. This permit was issued ased 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 Budding Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an 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 ap epc�odde 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. 1685 South Colorado Blvd, Ste 240 (303) 766-2444 office Denver, CO 80222 J!�\ �. (303) 766-0077 fax roofcorp@msn.com email Cent South Tucson Way OFCORP w'w w.roofco inc.com Centennial, CO 80112 R09Metro Denver Inc. AGREEMENT FOR ROOF INSTALLATION CUSTOMER NAME: ADDRESS: l loo City__ NEa�-r et�pGe Zip BoZtq PHONE: .343- $ U t3 -3y03 email �6 6_01tE (z tr.&6t &u 9l @ WAA1,L , Gou•, Roofcorp of Metro Denver Inc. hereby proposes to furnish the following: (� a n..,.o N Rooting Material: C3A 1= I I M 5 �iZ.LtrQC 1-i Color: �CPsl kIMILD oaD —Rating:--(, t Fcr„t,�, Existing Layers: f Layers to be torn off i Structures: ___//6 0 The following iterns;are included for ail Roofcorp installations: Clean jobsite thoroughly removing all trash and debris. All flashings shall be replaced or sealed as necessary including pipe jacks, step flashing, chimneys and skylights. All roof installations shall be in accordance with required manufacturer specifications. Upon request, customer shall be provided with written invoice which includes lien waiver and 5 year roof certification. In addition to the manufacturer warrant a 2 �y le workmanship warranty is included for all installations. ' ,, , 5 ear transferab Y ' L It is understood that any decking which requires replacement shall be installed for an additional charge of $50 per 8x4 sheet. In the event that there are hidden layers found during tear off, an additional charge of $25 per 100 sgft per layer may apply. ADDITIONAL COMMENTS / ADDITIONS: NLI-J 7 0 L P ' (� '�uv r r-- i4c vt5 ATC ."/-T . I a 4 TcKCNG rc�tiE ( LE t Jaz 6v- S TOTAL PROPOSED COST TO INSTALL ROOFING SYSTEM: 20,11 {%ol(Z Note: Above price includes all taxes and fees but does NOT include any options listed below. N% z: � 1 F S., Payment terms. Payment is due upon completion and shall be cash or check. In the event the city inspections are delayed, customer agrees to pay 90% of contract price (or first insurance check) within 10 days of completion and balance once inspection is closed out. If payment is made with credit card there shall be an additional charge of 1.5% added to balance paid. Options and upgrades: (When initialed by customer, all option prices shall be added to the total proposed cost listed above.) Shingle upgrade: MF Aa/ww 1 t- 12 $+ rard: Initials_y Shingle upgrade: Misc. upgrade: 5” seamless aluminum gutters and 20 downspouts: $+ Initials Initials Initials c date 2 7 d -NE 2a date �� a Roofc Of Metro Denver Inc. Owner By signing this agreement, it is understood that this shall become a legally binding contract. Payment for above work shall be due upon completion. In the event that payment is not received within 10 days after completion, any remaining balance shall be subject to a late fee of 1.5% per month from the day of completion. Customer shall also be responsible for the cost of collecting said debt and will be additionally liable for all court costs, collection agency and attorney/legal fees. Customer shall have the right to cancel this agreement in writing withi" z 1655 South Colorado Blvd, Ste 240 (303) 766-2444 office Denver, CO 80222 Jii '(303) 766-0077 fax roofcorp@vmsn.com email Cent South Tucson Way O CORPwww.roofcorpinc.com Ct ntenrtial, CO 80112 etro Denver Inc. AGREEMENT EMENT FOR ROOF INSTALLATION CUSTOMERNAME: I ` ��_�,t� juaNS ADDRESS: tSF% (�cwij City�u4�'rwo5 , 7..i p -- p- __8_oZI�(. PHONE: Roofcorp of Metro Denver Inc. hereby proposes to furnish the followine: 13� ati`-j°H Roofing Material: Liar -T1 ✓yt PJ-: V- i P CC 1-16 Color: Rating: L /r1 7, nn F, Existing Layers: d —Layers to be torn off: -- — _ 1._ Structures: 14AL11 The following items are included for all Roofeorp installations: Clean job site thoroughly removing all trash and debris. All flashings shall be replaced or sealed as necessary including pipe jacks, step flashing, chimneys and skylights. All roof installations shall be in accordance with required mantttacturer specifications, Upon request, customer shall be provided with written invoice which includes lien waiver and 5 year roof certification. In addition to the manufacturer warranty, a " 2 `✓5 year transferable workmanship warranty is included for all installations. It is understood that any decking which requires replacement shall he installed for an additional charge of S50 per 8x4 sheet. In the event that there are "hidden layers found during tear off, an additional charge of $25 per 100 sgft per layer may apply. ADDI'T'IONAL COMMENTS / ADDITIONS: Mt`_W -bP cP f- i> 1.,r ?Aux-ft AbL PIPES -o lywra { l5' (b �t2[`r 9D V.9GGcrt( m _ ; rfi sCGit�rl( ttyt� �clo . Rio I/CKI TOTAL PROPOSED COST TO INSTALL ROOFING SYSTEM: � Dote: Above price includes all taxes and fees but dots NOT include any options listed below. Payment terms: Payment is due upon completion and s11211 be cash or check. In the event the city- inspections are delayed, customer agrees to pay 90% of contract price (or first insurance check) within 10 days of completion and balance once inspection is closed out. If payment is made with credit care! there shall be an additional charge of 1.5% added to balance paid. Options and Upgrades: (When initialed by customer, all option prices shall he added to the total proposed cost listed above.) Shingle upgrade: _A(_&�/rt oR -5 t rLO I. t?. $+�Y�. � fl Initials Shingle upgrade: Misc. upgrade: S+ S+ 5" seamless aluminum gutters and 2x3 downspouts: S+ Initials Initials Initials date ✓M _ o Ate 20 j�° 1 .w4- .- z..•. ;r_ date Q / t ") , 1 Rootcorp, etro Denver Inc. Owner nr signing, this agreement, it is underatoed that this shall become a legalh binding contract. Pan meat for abot r stork shall he title ulxmn completion. hi the event that Payment is not receir ccl trithin if.) days after completion, any remaining balance shall be suh't seel to a late lee of 1.5`n per month from the da} of completion. Customer hall Iso be responsible tin the cost oI ec 11 ening said debt and a ill be additionally liable Icer all court costs, collection tgency and attornec< legal tccs. Custot,ter shall hare the right to cancel this a rccntcnt in rviting •rithin 3 darn of signing. Dane Lovett From: no-reply@ci.wheatridge.co.us Sent: Wednesday, August 23, 2017 9:12 AM C To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application —�-� Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application C This application is exclusively for new permits for residential roofs and for licensed -Y contractors only. This type of permit is ONLY being processed online --do not come a to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if Cb your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Duplex are on the property? PROPERTY INFORMATION D� Property Address 3150 - 3160 Lamar St Property Owner Name Nathan Burns Property Owner Phone 303-808-3403 Number (enter WITH dashes, eg 303-123-4567) 13 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract nathan.p.burns@gmail.com Yes 3150-3160 Lamar St.pdf Contractor Business Roofcorp Of Metro Denver, Inc. Name D l__ - Contractor's License 021001 Number (This is a 5 or 6 Project Value (contract digit number for the City value or cost of ALL of Wheat Ridge) materials and labor) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 303-766-2444 6890 S Tucson Way Ste 106 Contractor Email Address permits@roofcorpinc.com Retype Contractor Email permits@roofcorpinc.com Address DESCRIPTION OF WORK TOTAL SQUARES of 56 the entire scope of work: Project Value (contract 20000 value or cost of ALL materials and labor) , Are you re -decking the No roof? 14 Does the scope of the project include a flat roof (less than 2:12 pitch)? Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof: Type of material for the pitched roof: Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) No / Yes 3e Dimensional 30 Yr Asphalt 3150-3160 Lamar St - 2 addresses one structure - Remove all roofing materials / replace roof 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 this application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work may not begin on this property until a permit has been issued and posted on the property. Yes Yes Yes 15 I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. 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. Name of Applicant Stuart Webb Email not displaying correctly? View it in your browser. 16 �.i CITY OF WHEAT RIDGE J Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ., Job Address:Mme- Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Y@s No When corrections have been made, call for re -inspection at 303 -234 - Date: %i 1 Inspector:. DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /t/?`I 0 Job Address: 2l (U L S - Permit Number: 'Z U1 -7u ❑ No one available for inspection: Time AM/f_ll Re -Inspection required: Yes rNo When corrections have been made, call for re -inspection at 303-234-5933 Date: 7// Inspector: DO NOT REMOVE THIS NOTICE 7500 WEST 29TH AVENUE . WHEAT RIDGE, COLORADO 80215 DATE: July 1, 2003 TO: Accounting Department The City of CWheat <Ridge FROM: Alan White, Director of Community Development Dept. SUBJECT: FINAL ESCROW REFUND/RELEASE Rcimbursement requested for final escrow funds being held for: 3040-50 Lamar SL 3100-10 Lamar St.. 3150-60 Lamar St. The Landscaping has been completed to the City of Wheat Ridge satisfaction. RELEASE TO: Address: Neil J. Boucher. Jr. 16869 W. 55'h Dr.. Golden. CO 80403 Amount to be refunded: $ 3.375.00 iL~ Alan White Director of Commnnity Development Department (303) 234-5900 . ADMINISTRATION FAX: (303) 234-5924 . POLICE DEPARTMENT FAX: (303) 235-2949 Date: /r1,/;d/~ A Certificate of Occupancy or Completion has been requested for: AODlu:ss: 3! SD - fao ~ Sf. PUI!POS[Or8TI!UCTUI![: ~ -J.!I2J(.dJ(!.o~/P~ ~'fs. Remarks: CJL- (j_ /II ()f( Building Department Approval: Zoning Approval: JL~3tz-- ( ( Remarks: Public Works Approval: J- ~ I YJliJ/7~'2-- Remarks: Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS JOB ADDRESS 3J$tJ - (;0 ,-",,_,,1'" ST- BUILDING PERMIT NO. J t.j if 7 g DATE ISSUED OWNER &j~ajj.LO f!6fk..A5>, LLL CONTRACTOR .) .e~r"1A S Co rl J ,..... C 1,-0". SETBACKS FROM PROPERTY LINES: NORTH SOUTH WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD ~:Lbd~~ . 1. TYPE OCCUPANCY EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION I DATE I INSPECTOR Foundations Footings .. Caissons Reinforcing or Monolithic Weatherproofing POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) 11 Plumbing (Ground Work) Heating (Ground Work) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical -C :5eNte,s ~- i# }","b...- # r Rough Plumbing d1L- .f, ( .A , Air Test Gas Piping (f)T- -' I- '7 1fi7. ..... Rough Heating & Ventilation t7 I~aming L.!r2.sulation ~~I 1 ~~!O~ ~ Drywall Nailing Roofing Refrigeration Electrical Underground .? c::: Final Electrical i S- c> - 3 I Il Plumbing Heating & Ventilation Frame R.O.W. & Drainage Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER Building Permit Number: 14478 _J Address: 3150-60 LAMAR ST --~~~ Description: NEW HANDICAP RESIDENDIAL UNITS Inspection List I Number ]I Type I Date Remarks 36899 INS 10/30/2002 OKlBG 36932 DWS 11/4/2002 ok/ba 37389 FE 12/11/2002 ok/bb 37390 FP 12/11/2002 OKlBG 37391 FM 12/11/2002 OKlBG 37392 FB 12/11/2002 OKlBG EXCEPT GRADE IN BACK 37393 F-PW 12/11/2002 OKlMJG 12/17102 37394 F-LANDSCAPE 12/11/2002 OKlMP 12/13/02. ESCROW FOR SOD. TREES ARE IN. 37519 F-LANDSCAPE (ESCROW EXP 4/1/2003 39465 F-LANDSCAPE (ESCROW REL 6/16/2003 OKlMP 6/16/03 FIND Landscape Escrow A~reement -,~:i WHEA I' 1'/ '- '" - C> U '" CO(OR~\,o City of Wheat Ridge Planning and Development Department This agreement made this 2.:;}::: day of /):>.N.." i. v ,20 Ol. by and between the City of Wheat Ridge and S"'<:-'- \/,,1 ~ l-k "'-'-. . t. L c... (contractor/devetoper/owner). ~ Escrowintheamountof -/hr<.-t.. -n...o...;.~.l -!tv... h...~cl-<..1 ~<..v.....h,-'<....DOLLARS ($ '3,:' 7 S" ) is being held until all landscaping improvements are completed at, 30'10, lo.l.-O /3/00,3 II 0.1.1 / ~7:>, JIb 0 L,., ""....- s+-o I r In the event that landscaping required by Wheat Ridge Code of Laws, Section 26-502 and/or as shown on an approved landscape plan is not installed bY~ /, 2nn1- ,(date) the City of Wheat Ridge or its designee shall have t e right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the contractor, developer or owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw th.e escrow fi.;"ds to complete said landscape improvements. The only precondition to the City's right to withdraw the escrow funds for this purpose shall be a letter from the Planning and Development Director, stating that the landscape improvements have not been completed or provided and that the compliance date of ~ '.' 2.tJo~ has expired. Approved and Agreed: ContractorlDeveloper/Owner ~t{ '~"I;Jt.. . 2<'1'1'19 t:. 11.7'" /,1. C.-.-<:" . Signature Co &.s~f; Print Name fSr:rl.,-k;.r., Business Address c...o R> & D3 11- Z (,'Oz. Date I'r.:Jj~c- + S v,a.Lr. Title City of Wheat Ridg;e, Colorado By: dti IJJ/iiz: Title: f/"MY1I'AJ + f):1Jf!rpJ.J1! !Jlfc'lv- Date: (y~oz- Ii Dubois Tree Service, Inc. 6280 Quay Street Arvada, CO 80003 456-6678 II- C). S -0 2... --J;;c(I1Ylf'kk 50d -J:;Y"' 3tJlltJ; 30.s~ 31o~ S"O, SISS 5J(PO LaWlQr-':W _)/ Sf ert7 . J' * '1 ~ /07'u C~5-1-W;//U Y-SeJ-ellc4- w/t/t;{ ep.l..lI cX7ltl. ,~;;j tv /~ - <~e_~ L. j j)<;3. . n,1, Oy~ ' ,~' ~'j I ~ (;1}; 82-58011070 5471 7872509768 DAm ll-~^~ MEMo ... . , DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: 14478 Date: 9/11/02 Property Owner: SAGE VALLEY HOMES, LLC Property Address: 3150-60 LAMAR ST Contractor License No.: 20384 Company: JEAKINS CONSTRUCTION OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 238-2491 Phone: 238-2491 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 cooditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all othor applicabte Wheat Ridge ordinances, for work under this permit. (DWNER)(CDNTRACTDR) SIGNED ~ C ........cOATE 9-/?-Ol Construction Value: Permn Fee: Plan Review Fee: Use Tax: $291,714.00 $2,068.95 $1,344.82 $3,500.57 $6,914.34 Total: Use: Description : NEW HANDICAP RESIDENDIAL UNITS BUILDING DEPARTMENT USE ONLY tQnmo~nt$: Approval: MP Zoning: R-2 d._" CornnJents: Approval: OK DM Publll;:Works Comment$: Approval: MLG SIC: Sq.Ft. : 9/9/02 9/9/02 PER REDLlNES 9/9/02 PER ATTACHED AND COMMENTS Occupancy: Walls: Roof: Stories : Residential Units : Electrical License No: 18711 Company : Courtesy Electric Expiration Date: 2/28/03 Approval: OK/KS '. Plumbing Licens No: Company :CCI PL Expiration Date . Approval' Mechanical License No : 21209 Company: MLS Air Condnioning Inc. Expiration Date : 2/22/03 Approval: OK/KS - (1) This permit was issued in accordance with the provisions set forth in yopur appl ion and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) "this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one 0) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceedling with successive phases of the job. (6) The issuance of a permit or the approval of drawings and speCifications shall not be construed to be a pennit for, nor an approval of, any violation of the pro~sion. of the bu' ~ other ordinance, law, rule or regulation. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 14478 9/11/02 Property Owner: SAGE VALLEY HOMES, LLC Property Address: 3150-60 LAMAR ST Contractor License No.: 20384 Company: JEAKINS CONSTRUCTION OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 238-2491 Phone: 810-6230 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 Crty 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 the Wheat Ridge Buitding Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Construction Value: Permit Fee: Plan Review Fee: Use Tax: $291,714.00 $2,068.95 $1,344.82 $3,500.57 $6,914.34 (OWNER)(CONTRACTOR) SIGNED DATE Total: Use: Description : NEW HANDICAP RESIDENDIAL UNITS BUILDING DEPARTMENT USE ONLY Zoning Comments: Approval: MP Zoning: R-2 Building Comments: Approval: OK DM Public Works Comments: Approval: MLG SIC: Sq. Ft. : 9/9/02 9/9102 PER REDUNES (ft(Oz,. q ~ Occupancy: Walls: Roof: Stories: Residential Units : Electrical License No: 18711 Company : Courtesy Electric Expiration Date: 2/28/03 Approval: OK/KS Plumbing License No : 21402 Company :A BUMBLEBEE PLUMBING INC Expiration Date: 8/31/03 Approval: DM Mechanical License No : 21209 Company: MLS Air Conditioning Inc. Expiration Date : 2/22/03 Approval: OK/KS (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one.half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notlfylhe Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed 10 be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, taw, rule or regulation. Chief Building Inspector 09/18/2002 10:14 303-~33-8575 CCI PLUMBING PAGE 01 CCl CPLV~(]Jl!Nq.MllD ~fJ1!Nq 1!NC. 99491111 2J'lH ~~ .cJl7CE%bOD, CO 80215 303-233-8199 . PM 303-233-8575 ~i~ FROM:~- Qro.~ DATE: ~ ~. aa::;;.. 'fO: FAX#: ~-;;J05-!J~1 RE: MESSAGE: LfO lD..~ ~ OOJ\) LNUl.J.. If-mv J ~ # I~h~ d~J51ld) ~ vJt Ll1:. uJu..L (JUX.t- 0- ~ I.ffu ~ ~~~ DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPUCATlON Building Permit Number; Date: . J(\ 'b )v\ Property Owner: Property Address: Contractor License No.: Company: ~,~ V d&, /}ri.CY,"-,<J -/,/12. '. p./,) ~~~4<-~c,., ,:;J.d3.i7! 4uJ"~>:., C~t~L,-:; ~15D' 31"0 U....-- Sj.._ - Phone.: 303''?Y'd4t;j Phone: ?i." ;)3J'. ,;)<11/ OWNERJCONTRAcrOR SIGNATURE OF UNDERSTANDING AND AGREEMENT COnstruction Value: t"f/,7,'#.tJO . Permit Fee: '2-C>t>g, '1..> Plan Review Fee: 'ieS ,I~W_~ Use Tax: .3';'00, 1'7 Total: I I hereby certify that the setback distances proposed by this permit application arc"' accurate, and do not violate applicable ordinances, rules or reg"uations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements sho'iVn, and .aIlegatioDS made ~e a..ccurate; that I have read and .agree to abide by all conditioDS printed on this application and' that I assume full responsibility. for compliance with the Wheat Ridge Building Code (U.B.C) and all oilier applicable 'Wheat Ridge Ordinances. for work: under this permit. (OWNER)(CON1RAcroR):srGNED L~n1t... /lsf.~L. DAlE /O/'>'>I(q /'Q>~~r ~ . C"4r~'~ C-J ((Jj,;i1 0 Description: BUILDING COMMENTS: Approval: /:') . A /, SItf.(0,_:\l Sq.~;-~ 0. C"" J.c, I . IC)-c...,.//.<., 1--,-, iH -4~/ ;':, ~,(."",{) [j.t ~ V' <,,6 <i/.:4:.., "" ~ Wz- Pv jUl;" ~~,':;/j PUBLlCWORKSCOMMENT@wlf> '9/<1/oZ- - ~>t s;,..... 4d..J 1..:'),_, Approval; ~i/eo"""-1J BUILDING DEPARTMENT USE ZONING COM~ENTS: 1) Approval; Nf . Zop,ing: rz. - Z-- 1/rvr- Occupancy: Walls: Rqof: Stories: Residential Units: Expiration Date: Approval: 11;t11 {O"u'fCS(j .. I~ 9["?' "'=-~.-- 0'7 ' .r::::.....;::::~se No: /7\' 2 D l\ CCi I~ I (l1."x . Company: . if. _'. :J ;~l-'7 ^lv '7/01/ Expiration Date: \z,.\v~ \e:> Approval: Expiration Date; Approval: (1) (2) (3) This pCLmit was uSlled in accordance with the provisions set forth in your applicatib.c. and is :ubjcct to the laws oithe State of Colorado and to the Zoning RegulatiollS and Building Codos ofWh.eat Ridge, Colorado or any other applicable ordinances of the City. '!his p~t sh.all e~ire if (A) the work autnonzcd is not commenced v,rithin sixty (60) day! from issue date or (B) the building authorized is suspec.ded or "abandoucd for a period of 120 days. If'this pen:oit expire:s, anew permitIIlay be acquitedfor a. fee ofo.o.evhalfth.e amount normally required, provided no changea have been crwill be made in the original pla,n.s and specifications a.o.d any su.spellSionor abandonmentha.a notexceededono (1) year. If changes lu...e beec. or ifsuspension or abandonment exceeds on.e (1) year, full fees shall be paid fot a. new permit No work of any manner sha.Il be done that will change the natural flow ofWil.ter causing a. drama.ge problem. Contractor shallo.otify theBulldingInsp'ectortvr'euty.four ('24) houn in advance for allinspections and!hall receive written lpproval 0lJ. inspection card befote proceeding'>'litb. successive phases oftb.e job, . . The iuttance of a pemrlt or the approval of drawings and specifications shall not be construed to be a pec:nit for, oar an approval. of, any violation of th!:l proYisioua of the bull' code.! or my other ordin.ance~ law, rule or regulation. . (4) (5) (') City of Wheat Ridge Planning and Development Department Memorandum TO: Sage Valley Homes FROM: Michael Pesicka SUBJECT: Lot 19, Jalamar Subdivision DATE: August 30, 2002 After reviewing your plans for duplexes located in the Jalamar Subdivision I have the following comments and revisions, 1. If you intend to erect a fence on your property, you can submit a fence permit from the City, Fences must meet all setback, height and site triangle requirements. 2. Please provide a deed with your submittal to prove ownership, If you have any questions please call me at 303-235-2845. Thank you, Michael Pesicka Planning Technician November 13, 2001 BUILDING INPSECTION DIVISION Code Correction List Owner: Sage Valley homes LLC Builder: Jeakins Construction LLC Address: Description: 3125-3135,3145-3155 Kendall St. 3040-3050, 3100-3110, 3150-3160 Lamar St. New Duplex (Five) 1. Caisson footings are not indicated on stamped foundation plans. 2. Provide a letter and updated plans for the unit that will be made handicap accessible to meet state accessibility requirements. One unit of the ten will be required to be made handicap accessible. 3. Provide a note stating water heaters are to be installed with drain pans under them. 4. Indicate all windows types and sized proposed. 5. Show size and location of crawl space vents proposed. 6. Show flue and combustion air sizes and locations. 7. Label one-hour separation between garage and house. 8. Have stamped foundation plan detail proposed party wall ledger as indicated on sheet S2. 9. Label all outlets required to be GFCI protected per NEC requirements. 10. Provide a site plan showing sewer and water lateral sizes and locations, Note each unit will require a 0/." water meter with a one-inch service line. 11. Label underside of stairs used as storage will require one-hour fire resistive construction. 12. Provide deck construction plans and material proposed. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. GNSOLIDATED mutual water "'~ ~ August 21, 2001 Jeakins Construction 2232 Lamar Street Edgewater CO 80214 RE: Water Availability & Costs for Lots 19, 20, & 21, Jalamar Subdivision (On Lamar Street between West 30th Avenue & West 3200 Avenue) Donna: The above-mentioned property is in an area served by The Consolidated Mutual Water Company by virtue of a Distributors' Contract with Denver Water. Water service is available to this property subject to compliance with the Company's rules, regulations and requirements for such service as well as the water tap requirements established by Denver Water. A separate tap, service line and meter will have to be installed for each side of the proposed duplexes. The following costs apply to each tap: Five (5) shares of Consolidated Stock %" Standard Duty Meter Package $ 7,000.00 347,00 Tapping Saddle ranges between 23,00 - 57.00 These prices are subject to change without notice. You will need to contact Denver Water for any appropriate fees that they may require. Please give me a call if you have any additional questions. Sincerely, M~~ai~ Secretary-Treasurer THE CONSOLIDATED MUTUAL WATER COMPANY 12700 West 27th Avenue . P.O. Box 150068' Lakewood. Colomdo 80215 Telephone (303)238-0451' Fax (303)237-5560 , :r- . , ",High Plains Engineering '''" .' 1'1\\.1.... . 735 Denver Avenue . Fort Lupton CO 80621 Phone 303-857-9280 . Fax 303-857-9238 SUBSURFACE INVESTIGATION AND FOUNDATION RECOMMENDATIONS Prepared For: Jeakins Construction 2232 Lamar Street Edgewater, CO 80214 Job Site Located At: Lot 19 Jalamar Subdivision Jefferson County, CO September 14,2001 JOB # 01-1442 .. I PURPOSE: This report reflects a soil and foundation investigation from soil borings to determine the subsurface soil identification, and to determine the physical characteristics ofthe soil for a suitable foundation design, The foundation is to support a one to two story duplex. I LOCATION AND SITE CONDITIONS: This report represents the results of the data obtained during the subsoil investigation for the proposed house at Lot 19, Jalamar Subdivision, Jefferson County, CO. The site is presently a vacant lot. The site is reasonably level with slopes of 0.5% to the West. The lot appears to be well drained with no erosion evident. The depths offoundation construction are anticipated to range from two (2) to four (4) feet below grades that existed at the time of this investigation. It is anticipated that final grades may be adjusted to accommodate drainage and construction depths. It is recommended that we review the fmal grading plan to determine if any revisions to the recommendations presented in this report are necessary. I SUBSOIL CONDITIONS: One, four inch diameter hole was drilled to a depth of fifteen feet at the building site on September 10, 2001, as shown on the attached site map. Samples of the soil were taken at two-foot intervals. These samples were analyzed in the field and laboratory to determine the characteristics of the soil for identification and foundation design. In general, the soil profile in test hole #1 indicated Sandy Silt (SM) to a depth of3 feet, then Sandy Clay (SC) to a depth of6 feet. Clay with Medium Plasticity (CL) exists from 6 feet to 15 feet. The Standard Penetration Test similar to ASTM D1586 showed 8 blows for 12-inch penetration, at a depth of 4 feet and 17 blows for a 12-inch penetration at a depth of9 feet. No free water was encountered during the drilling operation. One-dimensional swell/consolidation tests were performed on selected samples to evaluate the expansive, compressive and collapsing nature of the soils and/or bedrock strata. These tests indicated a swell potential of 0.1 % at a depth of 4 feet, and a swell potential of 4.0% at a depth of9 feet. The soils in this report were classified using the American Society of Testing Materials (ASTM) procedures. I FOUNDATIONS RECOMMENDATIONS: The Sandy Clay (SC) material has a bearing strength of 2000 psf and an equivalent liquid pressure of 50 psf. We recommend the use of a continuous spread footing, due to the low swell-consolidation potential of the analyzed soils. All loose and disturbed soil shall be removed before placing of the concrete for the foundation. The bottom of the foundation shall be a minimum of three feet below final grade for frost protection and below any organic material. I FOUNDATION DRAIN: It is recommended to install the "Edge System" drain system by G. F. Drainbuilders, Corp. (303-805-8751). This system is warranted and engineered by G. F. Drainbuilders, Corp. No warrantee is neither expressed nor implied by High Plains Engineering, Inc. I SLAB ON GRADE CONSTRUCTION: I. Where slabs-on-grade are chosen and the owners are willing to accept the risks associated with slab movement, the following recommendations should be followed: a.) The slabs should be isolated from all structural components and utilities which penetrate the slab. Isolation may be achieved with Y2 inch isolation material or by sleeving. b.) Eliminate under slab plumbing where feasible. Where such plumbing is unavoidable, it should be pressure tested during construction to minimize leaks, which would result in wetting of the sub soils. c.) Place the slab directly on the undisturbed natural soils, or well compacted fill soil. Slabs should be reinforced with wire mesh or fibermesh to help control crack separation. d. ) To avoid settlement and distortion of exterior slabs due to improper compaction, we recommend that concrete slabs should be doweled to the foundation wall. The slab should be reinforced as necessary for the span involved, 2. Provide frequent scoring ofthe slabs to provide joints for controlled cracking of the slab. Control joints should placed to provide approximate slab areas of 150 square feet. The depth of sawed control joints should be Y. of the slab thickness. 3. A minimum void or clear space of 1 Y, inches should be provided at or near the bottom of all non-bearing partitions. In finished room areas, all drywall and paneling should be stopped approximately 1 Y, inches above the top of the slab. This will allow some space for upward movement of the slab before pressures are applied to the wall and upper levels of the structure. The builder should provide a Y, inch space at the bottom of all doorjambs to allow for limited movement of the floor slab. The owner is hereby notified that it is their responsibility to maintain these void spaces. 4. Proper drainage away from the foundation walls should be provided. A minimum slope of 12 inches in the first 10 feet out from the building is recommended, Roof downspouts and sill cocks should discharge into long concrete splash blocks (5 feet long) or into metal gutter extensions to deposit runoff water beyond the limits ofthe backfill soil near the foundation walls. The foundation and retaining walls should be well cured, damp proofed, and well braced prior to backfilling. 5. Steel reinforcement will be required in the footings and foundation wall. This will give the walls beam strength to span or bridge over any loose or soft pockets of soil not found in our exploratory holes or that may develop during construction. This should also help prevent any differential movement ofthe foundation system. I CONSTRUCTION DETAILS: In any soil investigation, it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in the field and laboratory testing. The accompanying design is presented using best professional judgment based on the limits of the extent of testing commissioned by the client. Our experience has been that at times, soil conditions do change and variations do occur. These may become first apparent at the time of excavation for the foundation system. If soils conditions are encountered which appear different from the test borings as presented in this report, it is recommended that this office be called to inspect the open excavation prior to placing the footings. This inspection is not part of the report. The foundation and retaining walls should be well cured and well braced prior to backfilling. I DISCLAIMER: THE PARTIES SPECIFICALLY AGREE THAT HIGH PLAINS ENGINEERING, INC. HAS NOT BEEN RETAINED NOR WILL THEY RENDER AN OPINION CONCERNING ANY ENVIRONMENTAL ISSUES, HAZARDOUS WASTE OR ANY OTHER KNOWN OR UNKNOWN CONDITIONS THAT MAYBE PRESENT ON SITE. Blowcounts 8/12 _ Blowcounts 17/12 _ o SANDY SILT (SM) 2 3 4 SANDY CLAY (SC) 5 6 7 8 9 10 11 12 13 14 15 SOIL PROFILE CLAY WITH MEDIUM PLASTICITY (CL) z o i= 4% C3 :J 55 2% z o ~ ....J W $: en f- -2 % z w C,) ffi -4 % lL o %-- ----.._---- - , - - ---- __no. i I Yo - ------ -- I ------- -- I ..---- ~--- ..----------.-- --------- I I I I W,..-rrP ~"---- ~OI2 ^j)/)ffi(J r---- ~1l6'"T , I , i j I J I i ; , SOIL I ES liNG SlJMMAIW 12 100 8% 6% -6 % -8% -10% -12% 100 500 1000 2000 3000 10000 LOAD (PSF) HOLE # DEPTH L.L P.L P.I % SWELL "OONSOLIDATION REMARKS I J t-/ ~ :511" i 0.170 ------------. '51'\<10'1 al'li(-',~) '-jJ.(g 2~.e, /8.9 '1.07.. c.....AiW',.'~ Me"'''''"' PlAs11 <, 1-{ <: t:..l..) JOB NO. CJ 1-1'-'42 DATE: q-I~I'''I DRAWN: .."."", CHECKED: HIGH PLAINS ENGINEERING 735 DENVER AVE. FT. LUPTON, CO BOO21 PHONE: 30:3-857-9280 FAX: :J03.ll57.!l238 SWELUCONSOLlDA TJON TEST RESULTS PROPERTY AT: t...01 ,~ :r,..lfI/VlA12. S"l:.c); .,-..IN .j 4UN1'1,CD LEGEND . - Percolation Holes x - PereolalionProfile Hole b,..- Soi I Profile Hole Sll'E MA P JRr"'- .' It; - II L..oi ,ct :r"UlIM"a. $ubJ.....'s/cJl\) ;:rcC:~CiG.So';u U,UIIH'ft CD . 1-- - ~- ~j r. 1-\ : ..a, i - . -i g) " C(~ , .' b - f .('-....- f___ .... V) ::f i , .3lt . "( .' 'l~' ,;,High Plains Engineering '-'" . \'"~ 735 Denver Avenue. Fort Lupton CO 80621 Phone 303-857-9280 . Fax 303-857-9238 SUBSURFACE INVESTIGATION AND FOUNDATION RECOMMENDATIONS Prepared For: Jeakins Construction 2232 Lamar Street Edgewater, CO 80214 Job Site Located At: Lot 1 9 Jalarnar Subdivision Jefferson County, CO September 14,2001 JOB # 01-1442 . [ PURPOSE: l This report reflects a soil and foundation investigation from soil borings to determine the subsurface soil identification, and to determine the physical characteristics of the soil for a suitable foundation design. The foundation is to support a one to two story duplex. I LOCATION AND SITE CONDITIONS: This report represents the results of the data obtained during the subsoil investigation for the proposed house at Lot 19, Jalamar Subdivision, Jefferson County, CO. The site is presently a vacant lot. The site is reasonably level with slopes of 0.5% to the West. The lot appears to be well drained with no erosion evident. The depths offoundation construction are anticipated to range from two (2) to four (4) feet below grades that existed at the time ofthis investigation. It is anticipated that fmal grades may be adjusted to accommodate drainage and construction depths. It is recommended that we review the final grading plan to determine if any revisions to the recommendations presented in this report are necessary. I SUBSOIL CONDITIONS: One, four inch diameter hole was drilled to a depth of fifteen feet at the building site on September 10, 2001, as shown on the attached site map. Samples ofthe soil were taken at two-foot intervals. These samples were analyzed in the field and laboratory to determine the characteristics of the soil for identification and foundation design. In general, the soil profile in test hole #1 indicated Sandy Silt (SM) to a depth of3 feet, then Sandy Clay (SC) to a depth of 6 feet. Clay with Medium Plasticity (CL) exists from 6 feet to 15 feet. The Standard Penetration Test similar to ASTM D1586 showed 8 blows for 12-inch penetration, at a depth of 4 feet and 17 blows for a 12-inch penetration at a depth of9 feet. No free water was encountered during the drilling operation. One-dimensional sweIVconsolidation tests were performed on selected samples to evaluate the expansive, compressive and collapsing nature of the soils and/or bedrock strata. These tests indicated a swell potential of 0.1 % at a depth of 4 feet, and a swell potential of 4.0% at a depth of9 feet. The soils in this report were classified using the American Society of Testing Materials (ASTM) procedures. I FOUNDATIONS RECOMMENDATIONS: The Sandy Clay (SC) material has a bearing strength of 2000 psfand an equivalent liquid pressure of 50 psf. We recommend the use of a continuous spread footing, due to the low swell-consolidation potential of the analyzed soils. All loose and disturbed soil shall be removed before placing of the concrete for the foundation. The bottom of the foundation shall be a minimum of three feet below [mal grade for frost protection and below any organic material. I FOUNDATION DRAIN: It is recommended to install the "Edge System" drain system by G. F. Drainbuilders, Corp. (303-805-8751). This system is warranted and engineered by G. F. Drainbuilders, Corp. No warrantee is neither expressed nor implied by High Plains Engineering, Inc. I SLAB ON GRADE CONSTRUCTION: I. Where slabs-on-grade are chosen and the owners are willing to accept the risks associated with slab movement, the following recommendations should be followed: a.) The slabs should be isolated from all structural components and utilities which penetrate the slab. Isolation may be achieved with Y2 inch isolation material or by sleeving. b.) Eliminate under slab plumbing where feasible. Where such plumbing is unavoidable, it should be pressure tested during construction to minimize leaks, which would result in wetting of the sub soils. c.) Place the slab directly on the undisturbed natural soils, or well compacted fill soil. Slabs should be reinforced with wire mesh or fibermesh to help control crack separation. d.) To avoid settlement and distortion of exterior slabs due to improper compaction, we recommend that concrete slabs should be doweled to the foundation wall. The slab should be reinforced as necessary for the span involved. 2. Provide frequent scoring of the slabs to provide joints for controlled cracking of the slab. Control joints should placed to provide approximate slab areas of 150 square feet. The depth of sawed control joints should be V. of the slab thickness. 3. A minimum void or clear space of I Y, inches should be provided at or near the bottom of all non-bearing partitions. In fInished room areas, all drywall and paneling should be stopped approximately I Y, inches above the top of the slab. This will allow some space for upward movement of the slab before pressures are applied to the wall and upper levels of the structure. The builder should provide a Y, inch space at the bottom of all doorjambs to allow for limited movement of the floor slab. The owner is hereby notified that it is their responsibility to maintain these void spaces. 4. Proper drainage away from the foundation walls should be provided. A minimum slope of 12 inches in the first 10 feet out from the building is recommended. Roof downspouts and sill cocks should discharge into long concrete splash blocks (5 feet long) or into metal gutter extensions to deposit runoff water beyond the limits of the backfill soil near the foundation walls. The foundation and retaining walls should be well cured, damp proofed, and well braced prior to backfilling. 5. Steel reinforcement will be required in the footings and foundation wall. This will give the walls beam strength to span or bridge over any loose or soft pockets of soil not found in our exploratory holes or that may develop during construction. This should also help prevent any differential movement of the foundation system. I CONSTRUCTION DETAILS: In any soil investigation, it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in the field and laboratory testing. The accompanying design is presented using best professional judgment based on the limits of the extent oftesting commissioned by the client. Our experience has been that at times, soil conditions do change and variations do occur. These may become fIrst apparent at the time of excavation for the foundation system. If soils conditions are encountered which appear different from the test borings as presented in this report, it is recommended that this office be called to inspect the open excavation prior to placing the footings. This inspection is not part of the report. The foundation and retaining walls should be well cured and well braced prior to backfilling. I DISCLAIMER: THE PARTIES SPECIFICALLY AGREE THAT HIGH PLAINS ENGINEERING,INC. HAS NOT BEEN RETAINED NOR WILL THEY RENDER AN OPINION CONCERNING ANY ENVIRONMENTAL ISSUES, HAZARDOUS WASTE OR ANY OTHER KNOWN OR UNKNOWN CONDITIONS THA T MAY BE PRESENT ON SITE. Blowcounts 8/12 _ Blowcounts 17/12 _ o 9 10 11 12 13 14 15 SOIL PROFILE CLAY WITH MEDIUM PLASTICITY (CL) z o ~ 4% :J 55 2% z o ~ ....J W $: en f- -2 % z w C,) ffi-4 % lL o ," - , ,- - - --, u r-- --_ _ __ , i I Yo - u__ ---.'- --- I--- I -------------- ----- ---- --- _ ____u I ---..- - , i Yo I I Yo I I WI'< "ffP 10012 ^fK>1ii(J ',- ''--. ~1lG._j , I I I I j I I i ; , ---.._.~.- SOli IES liNe ::ilJMMAliY 120' 10'l 80 6 0 -6 % -8% -10% -12% 100 500 1000 2000 3000 10000 LOAD (PSF) .,- HOLE # DEPTH L.L P.L P.I % SWELL ,. OONSOLIDATION REMARKS I t-/ J ~ E'1Jg~G~~~ 735 DENVER AVE. FT. LUPTON, CO BOO21 PHONE: 30:3-857-9280 FAX: 30:3-857-9238 :511" i 0.170 ~----------- '51'\<10'1 <:'L.1'I1C5~-) SWELUCONSOLlDA TJON TEST RESULTS PROPERTY AT: t...01/~ :r,..lfI/VlA12. s,,/:,c); .,-S.IN .j 4>UN1'1, {"D c.....Aiw".'~ Me()lH'" plAsTle'1-{ ((..1...) JOB NO, CJ 1-1'-142. DATE: '1- '~I."I DRAWN: -r'''''' CHECKED: '-jJ.(g 2~.e, /8.9 '107.. LEGEND . - Percolation Holes x - Percolation Profile Hole tl- SoH Profile Hole Sl]'E MAP L,..oi let -y,,&.AM"a. $ubJ..,tS/ClIV J"cc:P&"lZ.S<'...... ~1I~"f1 CD ~.. l~' I ~~ r, '1---, -a: - . -; t) " C--$, f. b -, ,-'--'" f~__ . -' ." _ .--. c.J '\ '~... <..; 1, .... _ ). ~ , . L- ~- .... Vl '::i I Jlt DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29TH AVENUE . WHEAT RIDGE, CO 80215 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 1t"!o7 , , ADDRESS 3//"D 1.<1.w6fL-S+. C~ 19 --.!I'<(f'tJff4AP-) 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 determiine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2868. Sincerely, ~~d~ Michael Garcia, Development Review Engineer cc: f:ile Files on Enginent\Development Review/Forms & form letters\Notification of PI Restoration Rev 05/00 DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLlCA TION REVIEW Date: 9, "'.0"2.... Location: .3 L lPt> I - - - <z-"'T. Attention: Building Department I have reviewed the attached materials submitted in application for approval of a #u..:r-' - ~~ at the above referenced address. Please note the summary comments below. ' 1. I./'"" 2. :............- 3. ...-- 4..~ 5. -./' 6. I./'"" 7. ........... 8. -./' 9.~ 1 0 . l,/'" 11. .............-- 12. 13. ~ 14. ~ Boundary Closure: ........-OK _ Not OK; refer to stipulations. Drainage: a. Drainage plan and report needed b. Drainage plan not needed _ c. Lot drainage/grading to be reviewed by Building Division _ d. Site drainage/grading provisigns have been reviewed and are: ~K _ Not OK; refer to stipulations. NPDES Permit Required: Yes -'-'" No Public Improvements: a. street paving needed: Yes-No b. curb and gutter needed: Yes vo-No c. sidewalk needed: Y es ~ No d. street lights needed: Y es ~ No e. storm sewer needed: Y es ~ No f. letter of credit required: _ Yes ~No If a letter of credit is required, for what improvements? Amount of letter of credit: Subdivision Agreement required: Yes Development Covenant required: Yes If Yes, for Traffic impact analysis and report required: Yes State Highway Access Permit needed: Yes New roadway or alley R.O.W. dedication recommended: Yes If yes, what is recommended? All existing dedicated roadways/alleys meet the standards of the City:--=: Yes Ifno, which do not and what is requested: APPROY AL: The Public Works Department has reviewed this request and hereby gives its approval subject to the above and/or attached stipulations. "IJJ" L Date "'-- No ...:=:: No ':::::..... No ..... No I.L- No No NO APPROY AL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: Signature Michael Garcia Date Stipulations attached: _ Yes ~No Summary Comments: ,4.v'/ l1"f,,"~E 70 THE ex,s""''' j>"JSVG ''''~ov''''''a..,rs As A /lGsvt..r" 01= r#/J Co""sr"tlt..#~""~o"/ IS Tg &E KtE:.-rPIfl..E;"p 13Ke:,1-ft:- &~,... '+/*'~..n..,4lvr TO C-.lo- $~p~~ ?A!.I"1.. Tz:::; C.O. /j$(.h4L'llce. IIV,46e '-SR.r,t=lt6dr,<=lN L.E:~ ,S /l.Etp(,JIIEo /7e1C1~ TC:; c.o. J$$V14Nc..e. File~: on Enginent\Fonns\Bldprmt3.fnn Rev 05/00 PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date "j. Ie. . 0 "2-. Applicant Phone # Location of Construction Purpose of Construction ~ Single Family _ Commercial Building Permit Value Multi-Family ~ DEVELOPMENT REVIEW FEES D<!velopment Review Processing Fee: ~ (fell' document processing) $/0'0'.,,0 Single Family Residential Review Fee: $50.00 (fN review of applicable technical documents) $ C',mmerclal/Muiti-Famlly Review Fee: ~- - For review of e~isting technical documen 00.0 . For review of technical documents for con . n in right~of-way, final drainage report and erosion control plan $500.00 $/f)(').OD Subdivision Improvement Agreement Fee: $125.00 (felr document processing and recording) $ $ D<!velopment Covenant Fee: $125.00 (for document processing and recording) $ CIJOT Access Permit Fee: $100.00 (for document application and processing) Traffic Impact Study Review Fee: $100.00 (for document review and processing) $ $ Flood Plain Variance Review Fee: (for document review and processing) Class I application = $150.00 $ Class I Publication/Public Notice = N/A . Class II Publication/Public Notice = $90.00 $ $ Class" application = $250.00 TOTAL REVIEW FEES: (due at time of building permit issuance) $ 2-00. D/"> Pl.EASE NOTE THAT IN ADDITiON TO THE ABOVE FEES, THERE Will BE ADDITIONAL LICENSING AND PERMITTING FE:ES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF.WAY. Signature of Applicant ~c ~ Date 9, /7.0<::. Files on Enginent/Forms/Review Fees.Building Permit Ap Rev 04/01