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HomeMy WebLinkAbout3225 Otis Street44-, Z co i -7 0> i d 1 The City of Wheat Ridge % Third Party Form Check List Property Address () //S Sf Permit Number 2 i.7q _. CNN Permit Issued Date tI / l-4 Owner Information Property Owner InformationG.w1'N�C� Property Owner Address Cit G Inspection Company Inspector Name Inspector Contact info 3 f so- P txw_p, z s -a. t -Z.41— Inspector Statement and Acknowledgement I hearty acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's reco m mend atio-naa ifi Inspector: �-v" Date: ! Property Owner Statement of Acknowledoement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City ofW Ri ge Building Division inspeciton. Propery Owner! A i Date: This original document as well as the roofing check list, must be submitted to the Chief Building Offical within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Drafted Date: 7/26/17 Submit via Email Kcook(o-)-ci.wheatridge.co.us Please add note to revirse side /zswss� slvin The City of Wheat Ridge Inspection Check List notes MidRoofs Roof Inspection ❑ NIA ❑ Pass ❑ Fait ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A Pass ❑ Fail Verify that no more than 2 layers of shingles exist F1 N/A Pass ❑ Fall Flashing for roof and walls X Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ❑ N/A Pass ❑ Fail Verify sheahing nail pattern ( See policy & Proceedures; N/A ❑ Pass ❑ Fail Crickets and saddles where needed ❑ N/A Nil Pass ❑ Fail Verify B vent must have boot same guage as pip ❑ N/A Pass ❑ Fail Verify vent caps ❑ N/A Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A Pass ❑ Fail Step flashing shall be min. of 44 piece per shingle N/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Z Pass ❑ Fail Ice and water shield 2' in heated walls spaces ❑ N/A Pass ❑ Fail Under (ayments must follow 2012 IRC / 2012 IBC ❑ N/A / Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Q Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Pass ❑ Fail Dripedge should extend -down min 2" past roof deck ❑ N/A ® Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC ❑ N/A © Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes 7 less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 ❑ NIA Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope ❑ N/A] Pass ❑ Fail Above roof insulation R-25 ❑ N/A] Pass ❑ Fail Below roof residential R-38 ❑ N/A [ Pass ❑ Fail Below roof commercial R-32 ❑ N/A Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspectio Metal Roof Shin les Re uirements N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the N/A centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements X. N/A ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment Roof Insuection ❑ N/A ❑ Pass ❑ Fail ❑ N/A [ Pass ❑ Fail ❑ N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail A N/A � Pass ❑ Fail X)N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail ❑ N/A ® Pass ❑ Fail ❑ N/A Z) Pass ❑ Fail ❑ N/A Ev Pass ❑ Fail ❑ N/A Ir Pass ❑ Fail ❑ N/A �] Pass ❑ Fail ❑ N/A Pass ❑ Fail N/A X Pass ❑ Fail N/A t] Pass ❑ Fail ❑ N/A �z Pass ❑ Fail ❑ N/A Pass ❑ Fail ❑ N/A [ Pass ❑ Fail The City of Wheat Ridge Inspection Check List notes Final Roof Structural roof components Verify that no more than 2 layers of shingles exist Flashing for roof and walls If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) Verify sheahing nail pattern ( See policy & Proceedures; Crickets and saddles where needed Verify B vent must have boot same guage as pip Verify vent caps Verify no flashings are damaged or rusted Step flashing shall be min. of 4x4 piece per shingle Verify scuppers allow for proper drainage Ice and water shield 2' in heated walls spaces Under layments must follow 2012 IRC / 2012 IBC Verify roof slope for proper drainage Dripedge shall have min of 2" overlap Dripedge should extend down min 2" past roof deck Dripedge shall be mechanicaly fastened 12" OC 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min, slope of 1:12 Modified Bitumen, EPDM, TPO min slope 1/4:12 slope Above roof insulation R-25 Below roof residential R-38 Below roof commercial R-32 Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspectio Metal Roof Shingles Requirements ® N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less ' 3:12 N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements N/A ❑ Pass ❑ Fail Clay and concrete the shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment ' o City of Wheat Ridge Residential Roofing PERMIT - 201703101 PERMIT NO: 201703101 ISSUED: 07/03/2017 JOB ADDRESS: 3225 Otis ST EXPIRES: 07/03/2018 JOB DESCRIPTION: Residential Re -roof to GAF Timberline HD install asphalt shingles with 33 sq. (31 sq. pitched, 2 sq. flat) *** CONTACTS *** OWNER (303)940-6681 MONACO FRANK L SUB (303)658-0390 Troy Buskirk 110235 Red'Diamond Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,481.00 FEES Total Valuation 0.00 F. Use Tax 178.10 Permit Fee 188.45 _ -- ** TOTAL ** 366.55 *** 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) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. 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. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable Niuilding codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be perf_onnne,d and that all work to be performed is disclosed in this document an — d/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I f 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3_ If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all re uired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issua r granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicab co or any ordinance or regulation of this jurisdiction. Approval of work is subject to ield inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of Wheat Ridge Residential Roofing PERMIT - 201703101 PERMIT NO: 201703101 ISSUED: 07/03/2017 JOB ADDRESS: 3225 Otis ST EXPIRES: 07/03/2018 JOB DESCRIPTION: Residential Re–roof to GAF Timberline HD install asphalt shingles with 33 sq. (31 sq. pitched, 2 sq. flat) I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable Niuilding codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be perf_onnne,d and that all work to be performed is disclosed in this document an — d/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I f 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3_ If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all re uired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issua r granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicab co or any ordinance or regulation of this jurisdiction. Approval of work is subject to ield inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Dan Schultz c?O120-Z) l V 1 From: no-reply@ci.wheatridge.co.us Sent: Wednesday, June 21, 2017 12:50 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received. 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 your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Permits are currently being processed within 5 business days, subject to change based on volume. 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 Property Address 3225 Otis St., Wheat Ridge, CO 80033 Property Owner Name Frank Monaco Property Owner Phone 303-940-6681 Number Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Red Diamond Roofing Contractor's License 110235 Number (for the City of Wheat Ridge) Contractor Phone 3036580390 Number Contractor Email Address tara@reddiamondroofing.com Retype Contractor Email tara@reddiamondroofing.com Address DESCRIPTION OF WORK / Are you re-decking the No roof? Description of Roofing GAF Timberline HD Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 31 material selected above? / Does any portion of the Yes 1/ property include a flat roof? If yes, how many squares 2 on the flat roof? 2 TOTAL SQUARES of all 33 roofing material for this project Provide additional detail Re -roofing the entire duplex. Applying for permits separately here on the description of due to different owners and insurance companies. 7:12 pitch. work. (Is this for a house 1:12 pitch over patio. 1 -story. or garage? What is the roof pitch? Etc) Project Value (contract .gyp -m co value or cost of ALL materials and labor) 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 this Yes 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 Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Tara Olson Email not displaying correctly? View it in your browser. 3 6 BBB � � a mamand T ' H 9 D `r t/V 5 Anh Ni imhpr- Client Name: ^ ro� ® Project Manager:t F S Address: 0 7 Project Manager Phone: I; 3 &6 City, State: - CO Zip: a- ©D. Insurance Provider: Municipality: Policy Number: Phone 1:3 v ! —1 d 3 7 !_ I J ✓ (f ( b Claim Number: 06A 9- Phone 2: Insurance Deductible: D Email' Q a it fit Insurance Coverage: ® RCV 0 ACV ❑ Code Upgrade ✓' /n r Date. f Mortgage Company: Scope of Roof Work tobe Completed by Red Diamond Roofing u obtain Permits and/,/Coordinate Inspections as Necessary to Ensure Code Compliance t�d�l ear Off O. 1 ` Layer(s) of Composite Shingles Layer(s) of Wood Shake Shingles Layer(s) Other ❑ Replace/ Install Decking (1/2° OSB typically) Describe Location: kt i Install Ice & Water Barrier: eves alleys ['intrusions ,_„/ fj Eves Dn �il vin-t-11 Il Perimeter Flashing (Drt� ei: Eaves [,]'Rakes Undedayment: ®15# Felt ❑30# Felt Synthetic ❑Color: b Install New Roofing: 030YR 040YR 050YR 636etime ❑ IR "Closed Valley with Approved Underlayment ❑Open Valley with Valley Metal ❑ Install Standard Ridge Replace Pipe Jacks Replace Attic Vents Install High Profile Ridge [] Install Ridge Vent % Manufacturer: l�lT I Series:fA t Color:�(P W Initial: Replace Bath Vents ✓Replace Heater Caps And Base Turtle Type Vent(s) [3 Turbine Vent(s) 13 Other: J!rReplace Damaged Flashing as Required by Local Code or as Prescribed by Insurance Company's Adjuster Report Paint Pipe Jacks and Vent Stacks to Match Shingles ❑ Existing Low Slope Roofing Type: Replace With: Clean Up All Construction Debris and Haul Away rots/000f Price Roof Upgrades (applies only if Customer Decides to Upgrade their Current Roof System): Special Instructions: Total UDarade Cost to Cost By signing this agreement the Property Owner authorizes Red Diamond Roofing Inc to represent the Property Owner's best interest in pursuit of roof replacement or repair due to storm damage. This contract does not obligate the Property Owner or Red Diamond Roofing Inc until the claim is approved by the property owner, Insurance company and accepted by Red Diamond Roofing. Upon approval of claim, Red Diamond Roofing will complete the specified roof agreeable to the property owner, insurance company and Red Diamond Roofing Inc with no additional cost to the Property Owner except for the insurance deductible. Insurance agreed upon price will become the final contract price, and Red Diamond Roofing will receive all insurance proceeds and supplements for work completed by Red Diamond Inc. the Prop rty Owner 1 (we) agree to all contract conditions on the front and back of this agreement. 611 iff/I nature Date 51/10111 Permit#:201400699 Issued: 07/01/2014 This certificate verifies that the building constructed and/or the use proposed • the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. #wner: PEDROZA CLAUDIA AN 6470 YARROW ST ARVADA CO 8000 Contractor: For the Following Purpose: Residential Addition Code Editions NO change shall be made in the USE of ,2'012 ICC/2011 NEC this building without prior notice 2006 ICC/2011 NEC and a new Certificate Of Completion 2006 ICC/2005 NEC from the City of Wheat Ridge. Other � V M014141 T CITY OF RID r Inspe a D ivision (303) f ]!��(303) 235 " ♦ • 3 • 237-89 Fax • a s�" r Pro per t yAddress: Mailino Address: (if different than property address) Address: tai , State, Arch t ilr E-mail: ph Contractor. Contmetors City License M ; horse- Contractor E-mail Address: sub Contract Electrical; Plumbing: Mechanical: W.R, City License # W.R. City License # W.R. City License Other City Licensed Sub: Other City Licensed Sub: City License City License Complete all information on BOTH skies of this fors s U • JVLJN Rev. 022013 Type of project (applicable survey conditions in parenthesis): Existing Improvements: House—sq. ft. Shed: sq. fit. Detached garage: sq ft. Other., s. t. Proposed Improvements: House /addition: sq. t.. Shed: sq. ft Detached Garage: s. ft. Other. sq. ft. Total Existing -- 9 1"7 sq. ft Lot Coverage °fc Total Proposed sq. ft Lot Coverage Required Setbacks: FR R Provided Setbacks FR .� R Maximum Lot Coverage: _ % — sq. ft. Nample Site Plan so= 5TKEE'r -,V i �- V, � � \, / � \ � {� ( y\ \ / \� \�< �� « <»!� �/ e eammp 1 ARIV%, #936. $ m w,. ,3 k"41 p sr a rafter at bearing p oi tit, P, Ail shingles shall be nailed with a minimuni cif'6 tiaiis per hingles and rnid roofinspection required on tile,.. concrete, cit metal rool's, " �, r :_. �' �.. „,.,., °�" . � ,� � �y � �" a � n e t o' nc YN +/w w /4 « awa am V• as sxw ss sx4 +cw 9 ID LOT i =I hce mwY[xm YIN w Yo w - vsur I - - - - - - ¢W C m1UID Ar 116 MT. 107 6Mt-6-YY ~Y I p(pIPJ4D K ll{S MT ~ r~ II I I I I Iora Ymvsasvem rwoso 3 II ~ YIN NII a0 9 /1 Y83NNN IOYIl1 uV SO+I~C mr iw„aroeurs suwrerd~ toTa ate~mv.w ,«mav ) ~ IZN1mlb YlY I« YG < r f ) was a[w+/w ) //~~n. Tom. aBS~ / ~WN113•'BRL4i 1/4m 16f 811 OF aEa09ro WEST 32ND AVENUE (W ROW) mm j a O' 0 O® Yl« NY 4DICIY IR1 WT ) WT . Wt a Tor s x m o o m a 9 I' - m b-901 4cr R-mocr L-23-W secouu a ~ IPPD 1D' 91ia fM N N~ E BG[ YYOBD -on Ci N mpOE u Taz» M PaNr off ss n n ncT CMSKNCEMB4f MW GF SEAMM SWM LAW O' UK AW-" tr =MW 15 AMW251T 15aa.55' THE SAGE AT OTIS SUBDIVISION A RESUBDIVISION OF LOT 1, THE LAST GREENHOUSE SUBDIVISION, LOT 2, PIERCE STREET MINOR SUBDIVISION AND LOT 7 AND A PORTION OF LOT 6, BLOCK 4 PIERCE STREET SUBDIVISION i LOCATED IN THE NOR771WEST ONE-QUARTER OF SECTION 25 TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO l!6)O/l OAIO j /t02l1T SAY a .YCOIbV.+C /L4YW `omme ur uc m / ®~Tm K 86 ML dal) o O b /LC(S)~9b17mV 4 NL91wPd P« p9 W sarw IOl a li P~ arman YLY /IY MN GM z I I ~~~«m ~.N,~ fASflEMT I I I 8 I I ~ I I l g I MOT I 2) V$In AIU YR~YIILC 4YlOlf l r~ Luiatvlc s unln wo mrr~a umo~_ _~r.~ ~Cii " ~alTas-u !LK y,~ I Y I IELO+fIlD YIY ^ ~ i I l i , I l ( I forme Tel ua w a I ®10~ BY 11f4 MT. ~I I ITYRLIt) ~ I i ( a gal I i _ I OTT I ;w;~ ffi I I, I l I' ) \ ~ YLY a. ro ~ rmsm~c w uwn umoi. I.EO~ Q aco~ umu.nrt ® w, Is ~~sa Nz 6oNN.ar - - _ Cd 01 V fw Y d t Y E)mTt11C mpli$-MT raNosm f YY161. law m out rm I + an m,oasror,v sYrrsu : ancmrsnwssrrrN, s NO.3494M R- DEMMER R 2M Er20F2 High Plains Engirreering ; Ul„ 735 Denver Ave.nue • Porl: I uplon CO f30E;2 I f'hone 30313'S79'l_f3U + 1-au 3(J3-(3h/-92:if3 SUBSURFACE INVESTIGATION AND FOUNDATION RECOMMENDATIONS Prepared For: Nea1 Boucher 16869 West 55`h Drive Golden, CO 80403 Job Sate Located At: 3225 Otis Street Wheatridge Jefferson County, CO December 5, 2002 JOB #02-2783 Todd M. Schroeder, • 5 , ~u PURPOSE: . ~ This report retlects a soil and foundation investigltion from soil borings to determine the subsurface soil identification, and to detennine the physical characteristics of the soil for a suitable f'oundation design. The 1'oundation is to support a multifamily duplex with one side being a two story and the other side being one story. I LOCATION AND SITE CONDITIONS: I This report represents the results of the data obtained during the subsoil investigation for the proposed house addition at 3225 Otis Street, Wheatridge, Jefferson County, CO. The site is presently a vacant lot. The site is reasonably level with slopes of 0.5% to the North. The lot appears to be well drained with no erosion evident. The depths of foundation construction are anticipated to range from 2 to 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. I SUBSOIL CONDITIONS: I Two, four inch diameter holes were drilled to a depth of twenty feet at the building site on November 14, 2002, as shown on the attached site map. Samples of the soil were taken at two-foot intervals and were concentrated at approximate foundation-influence elevations. 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 profiles in test holes #1 and #2 indicate Sandy Clay (SC) material to a depth of 7 feet, and then Clay with Medium Plasticity (CL) material to a depth of 10 feet. Sandy Clay (SC) exists to a depth of 16 feet, with Clay with High Plasticity (CH) existing from 16 to 20 feet. The Standard Penetration Test similar to ASTM D1586 showed 11 blows for 12-inch penetration at a depth of 4 feet, and 18 blows for a 12-inch penetration at a depth of 9 feet. Free water was encountered during the drilling operation at a depth of 19 feet. One-dimensional swell/consolidation tests were performed on selected eamples to evaluate the expansive, compressive and collapsing nature of the soils and/or bedrock strata. These tests indicated an expansion potential of 0.6% at a depth of 4 feet, and an expansion potential of 5.0% at a depth of 9 feet. The soils in this report were classified using the American Society of Testing Materials (ASTM) procedures. All loose and disturbed soil shall be removed before placing of the concrete far the foundation. The bottom of the foundation shall be a minimum of Chree feet below final grade for frost protection and below any organic material. Groundwater: Groundwater levels were recorded at the time of our field investigation; free water was encountered in both test holes at a depth of 19 feet. The groundwater can be expected to fluctuate throughout the year depending on variations in precipitation, surface irrigation, and runoff on the site. We recommend that the bottom of the basement or crawlspace excavations be maintained at least 3 feet above the free groundwater level. The ground water levels recorded cepresent the free, static water levels after equalization of hydrostatic pressures in the test hole borings. It is possible that the groundwater levels recorded in the test hole borings may not be present at those levels in the excavations. Flow rates, seePage paths, hydrostatic pressures, seasonal groundwater fluctuations, water quality and other factors were not determined in this investigation. A program, which may indude special well construction, test procedures, long-term monitoring program and analysis would be necessary to determine these factors. FOUNDATIONS RECOMMENDATIONS: I The upper level of existing soil appears to be fill that was placed prior to High Plains Engineering's involvement in this project. The soil shall be excavated three feet below and three feet wider than the footings and re- compacted. The fill material shall be placed in 9 to 12 inch lifts and shall be placed at 2% of optimum moisture and compacted to at least 95% of standard proctor density ASTM 698. The foundation shall be designed for a maximum soil bearing pressure of 1,500 psf for all depths of the excavated area. The active case equivalent fluid pressure is 45 psl'. All loosc and disturbed soil shall be removed before placing of the cona-ete for the footings. The bottom of die footings shall be a minimum of three feet below 1'inal grade for frost protection and below any organic material. I FOUNDATION DRA1N: I The drainage system should be lined with a LO mil plastic liner, which will contain a 4-inch diameter perforated drainpipe (rigid perforated PVC pipe is recommended) encased in a minimum of 8-inches deep by 12-inches of clean,'/a-inch to P/2-inch river rock. The drain should extend around the lower level of the footing perimeter with the invert at the high end of the drain being placed a minimum of four-inches below the bottom of the footing. The drain should be run to a non-perforated sump pit or daylight well away from the foundation at a minimum slope of 1/8 inch per foot to facilitate efficient removal of water, (1/4 inch per foot is desired). The river rock should be placed a minimum of 8 inches over the pipe for the full width of the trench. The top of the gravel should be covered with Mirafi 140 N filter fabric or equivalent, to minimize clogging of the river rock and perforated pipe by backfill material. To help prevent secondary damage that could be caused by slab movement, the following construction techniques are additional recommendations for the foundation construction. FSLAB ON GRADE CONSTRUCTION: I 1. 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.) Positive separations and/or isolation joints should be provided between slabs and all foundation walls, columns and utility lines. Isolation may be achieved with'/z 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. cJ Place the slabs on 3 feet of well-compacted structural fill soil. Slabs should be reinforced with rebar, wire mesh or fiber mesh to help control crack separation. 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 ~/a of the slab thickness. A minimum void or clear space of 1'/z 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'/z 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'/x 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. 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. It is also recommended to provide lateral support to walls by the use of counterforts, as deemed necessary by foundation engineer. 6. The soils that will support the concrete slabs should be kept moist during construction by occasional sprinkling of water and especially a day or so prior to pouring of the slab. This procedure will help maintain the moisture content of the underlying soil. **Heavy watering or pooling of any kind ncxt to thc foLmdaCion or within the backfilled area is not recommended. I CONSTRUCTION DETAILS: I In any soil invesCigation, 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. DISCLAIMER: We do not guarantee the performance of the project in any respect, but only that our engineering work and judgments rendered meet the standard care of our profession. The presence of underground workings (e.g. coal mines) and subsidence potential from any workings was not part of this investigation. The owner should contact the State and County agencies to determine if mining had been conducted in this area and if any precautions are recommended. 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 MAY BE PRESENT ON SITE. ; Blowcounts 11/12 13lowcount618l12 WATER tABLE ~ ~ ~ 7 3 9 10 12 13 14 15 16 17 18 19 VXX 20 . 501L PROFILE SANDY CLAY (5C) CLAY WITH MEDIUM PLA571GI1Y (CL) SANDY CLAY (SC) GLAY WITH HIGH PLA5ITICIIY (CH) ~ High Plains Engineering {z`i.j.. - ""n-f, 736 r>anvar Avanua - Fort Lupton CO 80921 Phone 303-867-9280 - Fax 303-867-9238 Z 0 ~ a 0 J 0 i 0 0 ~ J ~ N F- Z W U K W a ~ox ex sx ~ v D` ax o Z a ,4dd~ -Zx -47L -~ox 100 600 1000 2000300iP 1QOiDG1 LOADJPSF) High Plains Engineering / i:) I)enver Avenuc • I orl. I uplon CO 8062 I Plioric 303-8!~% 9'I_f30 • f ax :303-f551 92315 • • WELL SLOPED- 12" PER 10FT. MIN. BRACE WALLS, TOP dc BOTTOM PRIOR TO BACKFILLING - FOUNDAiION SLpB OR CRAWLSPACE LEVEL ~ > CONCRETE FOOTER ---0AMP PROOFING L BACKFILL AREA 7 IRAF7 1 4ON ILTEQUIVAI.EN / / • . • - 2L L 8 IAINIMUM F,PTH OF 3/4 TO 1-1~2 CLEAN RIVER ROCK ~ 4" DIA. PERFORATED PLASTIC PIPE ISIGRECOMMNp[DD PVC PIPE Ipheral Drain System (OUTSIDE) spi FCuin Fi: 1/8" PER FOOT MINIMUM Details of Per SLOPE TO DRAIN INTO SUIT lYigh PI'alns En,gineering r , 735 Denver Avenue • 1 orC I upCon CO BOF;"1 I Phone 303-857 9280 - 1`ax 303-fl57-92.3f5 . _ _ _ DRILL 3/8" DIA HOLE IN TOP BASE 1'LATE AND U5E 60 PENNY NAILS AT ABOUT 3'-O" O.C. TO STABILIZE FRAME WALL DRIVE U1RGE NAIL INTO LOWER BASE PLATE WALL BASEBDARD NAII.ED TO BASE PLATE. ONLY d 112" X 1" NAILING STRIP TO HOLD BASEBOARD IN PLACE 2" X 4" 9TUD WALL SECURED FROM ABOVE BY ME7AL STRAPS OR NAILING 112" DRYWALL NAILED TO 5TUD5, ONLY 3" SPACE TO ALLOW FOR INDEPENDENT MOVEMENt OF THE FLOOR SLAB CONCRETE SLAB FlAOR 2' X 4" BASE PU1TE BECURED IM?H 8" fANCRETE NAILS OR RAMSET5TUD5 FLOATI(VG VVALL DETAIL NON-BEARING WALL ON CONCRETE FLOOR H'igh Plains Engineering► + - , ``4~ ~~~~•~N 13`_i Denver nverwe. • I uri. I uplou (:O 8062 I Phone 303 -81i"7-9?_80 * Fax 303 fS.`i"/ 923f3 _ - 1=0ur~►~110.Lv ARaNwG-_,r~JAIi~ 4' MIN. . pECURA71VCi (1fftAVC1. OR IiARN ARFA • I ~ql1G PQI.Y. TO °0 FQUNQAt10N WAIl ur_rN_ ori wUon mrc ~--FpUwA710N WM. W/ 112' MAfx AT DpTTpll TO Al1QW F'Utr " lUC fiC1FJ1SE (Y' WAIT:lt -8 AIN_ PQI_YG'11IN1-Nf_ 51"I]1 AWAY f7ttl1A 1. rRawnE aViNiuuM or 1z~ w nnsrt iap-a (~f20M IipUSf (14~~ii~ 2. pQVNV5C'OUTS ANf) E(TCN51QhlS SIIOUI.[1 rXTf:ND f3f YpNp ilil: GRA1/CI. Oft CiAR1C AI71:A SITE MAP 3225 Otis Street WhPatrid¢e J ~ ~ + N ~ + Q i.r:cRND o -1'ercolalion Iloles g _ percolation Profile Hole A - Soil Proflle Hole STOP WORK 0111DER YOU ARE HEREBY ORDERED TO STOP WORK LOCATED AT 3225 Otis Street BY ORDER OF THE CITY OF WHEAT RIDGE BUILDING DEPARTMENT FOR THE FOLLOWINC REASON(S): 1. placement of fill without proper permits. 2. no approved drainage plan for site. 3. no erosion control on site. Contact the Public Works Departmnet for more information 303-235-2861 'Phis notice may be removed ONLY by 1'HE CITY OF WHEAT ftIDGE BUII,DING DFPARTMENT ! = Date: ~OIf51-oz Building inspector-. 1-4 7500 West 29th Avenue Wheat Ridge, Colorado 80033 3031235-2855 Fax:303/235-2857 October 15, 2003 Jones Engineering Associates,Inc. C/O James Jones, PLC, PE 2329 W Main Street, Suite 105 Littleton, CO 80120 ,o~ WHEqTR'o The City of ci m Wheat Ridge 0oLoRpoo RE: Sage at Otis Subdivision Lot 2 DrainaQe Certit"ication Dear Mr. Jones, The following letter is at the request of the Public Works Department and Kyle Mathis of Jones Engineering Associates. To the best of my knowledge there is an area on the east property line of the above referenced address that is ponding in the driveway area. According to the attached drainage plan approved by the Public Works Department there was to be a crown created in the middle of the property to direct drainage north and south. According to the drainage plan submitted with the drainage certification letter, this crown is not indicated, which may be the cause of the ponding in this azea. The Public Works Department is requesting that you submit a detailed site plan showing existing spot elevations or contours between the street and the east wall of the structure. We would also ask that a detailed plan showing how the ponding area is to be conected be submitted along with a time line indicating when the work will be completed. If you should have any questions, please feel free to contact me at 303-235-2853. Sincerely, ~ Darin Mo an, CBO Codes Administrator Cc a" ddress file Randy Young, City Manager Tim Paranto, Public Works Director Steve Nguyen, Engineering Manager Dave Brossman, Development Review Engineer VICINITY MAP Sc": 1- - 6DO•t Wuuuu"I /Z ] ~ $1TE ~ na 1 n~ ~nf ZONED R-2 f AI b 9]IIGlE9 E PU C k m^\ al 4i • n 64O ' cla N RRi xl ~ z U 1 Tnu CE L n : c: r R'-- f....T c..s .~i....i C. ii' --7` Is- x 15' 1 UA I I mW841 , w I L I w I LS O u ~ I lS R-E P~1 I ' 14. SQUARE FEET 220. 3222 I ~ I I J I ~ ufam WO orok ,<ce FlSO,1kNr 508•at'ae'M a~ I UMI,T PYWD pWP Nfd rwSEdflei 11u.08 - I T uNE I N I fon - ~ I yl I b ~I I sl 1 I F I W7 2 I ZONED R-2 i 14,208 SQUARE FEET - 3210-3212. Ira,9w aw am+Ptai Q=48'28'47"(D&AM) I u,msr ° R =20.00'((R,DScAM) A ' (D4e L 18.92 M) a " ' z 48 C}i=N66003 W D&AM) I a I 16.42'(D&AM 10' UiWtt arm INWNACE FA'#YPNi at ea , TOTAL AREA 55,229 3graere Feet 1.268 Aw", more or Istu ..O I J ZONED R-2 S8H'58'54 `FttNO B:Q NElee uuWWat TIP utlaEn t9vcbar L07 ~ ZONED R-2 20,707 SQUARE FEBl' 3225 Fauxo EY8 irw cer wwcEE 81,44 (R,D&AM) 29 tso 1 € K ZONED R-2 NBO•W' ~ R) 88.83) L- N8?{1'{8 AY (96.85 AY SaUM MAW OF TOR NY=1/4 OF SEMOR 26, P. 3 S.. R. 88 T. OF TIN Oth N8D'41'48'9 (BASIS OF BEARINGS) F0a4.60' - INT OF 7 3-IM COMMENCEMENT SN IN T 4 0.e MEN 25, iJ5, R64EE OF NN WEST 32nd AVENUE (60' E.O.W.) 9F M Wb TDS P.M. R69W 1/4 4 $ S24 I 535 2001 LS9PU GP a N RM ItF W WWCE (Ma( THE LAST GREENHOUSE SUDDIVISION SNWT 00 EW EIRE -01 -02 Ir C2NCEIFH in', OuaIE auB100wQa~QIN] BEING A REPLAT OF LOT 1, PIERCE STREET MINOR SUBDIVISION LOCATED IN THE NORTHWEST QUARTER OF SECTION 25,. TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6th P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 9d 0b W»... Plotle «P mert.a SHEET ONE OF ONE ~ P•wd becfim Ca:ar a iada.d (R) Pr EaeaNm Pld (D) P s P pry 9wm q m Per a'.,.. Yaermed Ea w P4 CQ O N 4,.w E-m v~ O 0 10 W to a0 SCALE: 1" = 20' PROPERTY DESCRIPTION tma Yhmd rmd, idq W aor d m< red T~PedT + aizm sitars tw paea aeW, 04V Q bm, JWI{V Y If$IIT. 1d 1, Pig 9tnRP 191IOQ m9nl®oN. C+V d !heat bloc, bmmtr d 3biAow a1.Ee d tY9iaaaa. ww iribdm9, a.o,Wm r bWm: (Ul0at849N0 i W amab ed war d W 1kx,larwE.~14 d®aawneL I, tw.1 8W 9au0• teas m bd d W Rh PY; kbaee• 1191'/E' d fYa ewdh d ELdMN 1F{ d r+a smue. m. • alalmav d mm EqC llwee Imw4s3T.. mdeas d 8LA 1rd b W PpBS 9P BTC~IPfa Wxa ~Jr WPb'atl, dmF • We akmw ~ iert ~0 ~~W~W1.,P~~CS $>'~P IWBBL P!®f2 W dilreas Gt 1. P®16 sSYSr .SM bY+dq dw aeWrn O 4 facrAm L mVlA31P9Pa9 4ka a dYWr d 19Lm!rk rak L l', Ideas d SaW L IsCat'9a•A • pd.Lea ad ]tlPm Est L 90C#•Ei`{. • au..ae l3A.Y fast L fA'ia'PdY' a a+w. d ma9 Erl: L M'j', e~ . adew d rt.1A Err i. . ab•w d aLio Wh. L mNt'497, , aa.9ae d taLN aeeA p a bract maw M W rWt aiiw LMy • MW Wus ate.{ W -91== %:'1%:= aom ErL . mwbd d 1L/i Md b W V 98a00im. APPROVALS tlh..Wd.. -aoi EYedoioed PLANNi CGSNON CERTIFICATE im i b utYdr fiat W vNiWa dst W by wwv N W Flom a asemiair Cir.de t Wa d i a E >(Y . u T . . 1M ae4 I(AYOR'S CERTIFICATE W qK tM aLM. pjd W qaa woo q w M, d IDW mdp. b W t t f~. ~7 0~ I tn„t SURVEYOR'S STATEMENT m,r+W wd _ _ dad /1eLerai- m" Y , I. oor9aw.a> eoxm CLERK AND VORDER'S CERTi$'ICATE tuvep,d tr ,eemabe a Dy ~Efge d W CsaU Brk atl Ramdr d IAiuaea m,mET M~v as .deck gY I' t~48IIPPEiAOE a' ~S. 1ha E w 2:1== aa9 d ~~r' .n, v✓ xV iIIZi >k im. Fdmm cuts amb N a' r> , 93RD W bma ama dWd a r . Aa+« 4 ~.dt i'^ r NOTES: L 3wi a mava m cd d La m m a mm.mr w LW ra a n.w ww .a aw m We m r ddm a s.e. dd Pw a d a rw mat dded_ L m e.m. aq e•, aWn ' uPm ap 4asl m Ib4 wwy b eemstl mma IYm In Wa Lm tba dde d W ,rlmrdu dwa tmw. \ a abe mm.r .m a..daa wx vrm.*ea ama sae mrmaa.oe aav.4ad amataa Yma+u• 591e a. cmmEE.e,c Y.. rJC43eitim, ads Y•r f4, Eeel d CENTER 1/4 EARNER CY SEL1tlNl YAi AY BowNa yhla cad radrYEmn s% d nwa ra oa Wt d fLe ar4i9uDOa 2S iJS, 0.aW1 OF Eb P.N. mM1~, _ - ~outa fdktl) J-5 A'e SF's5 CPP L ath pd, badaa •v1 ! 7WIV 41'sfa'L Pr W} d !Lear W3.. Ymemeeidm Bvwi. &(a 71pa Y mm~Yhd s v3wa lrsLc BB bid W NARIFD 'GIY ~JF' YAf1ff~Ci IS arm T.SS R6bX' Ce(4, SEC 25~ ~a~¢ gdWy W' BI " Bill { conai V °dT• it W Dm diamlua Z d f5e hm.ee daaW+Q O:PPm•J Y ad .Y41n v Vm®1 FW 8uw1 MeubS• h uowaew titIl W yr~8 A iiid bummaa Ysi fi Tuff ~ AF.°"., ~y <m awmaf>9 And ]b. bRESaa daB6 Q a. Pemmmut b 9rebb fa=4-~6 CY9w.. y~ Ima mwf aemei ml/w b-wW ~ r .mom. wWb . Cw rie W a. n to er• d W FWa BawP. m iidhle adaoae d cpm mm. w aheen•a reoba W r+Lj.vt i,oyaehT. - ' 9. She aeDjdt gmpalr k --Lll IoaaW b lone 94 werdva t" W BE9oLi lush[ Yep d ibd 9dp 4 W ',tLta9er ease. MuY b Pmml,Eia Gam let 9LN bmae. rm+a (¢e) w»®danlae}yWM taw rroPmr Wm d m Pwmri. wa wmdm Pmdl W.. d rm m m w ree', PFFIad mWe rrIDmd ere tire.tr aradN m via. lmym<f m8r d m a ix mt d let m W a aahxli ar man ~E e_Fa.mea+. w rr W bvlaOdW, rdntm.aoe aoa .wa+mem d dtlrb. sit dHidm aabb sad tArueamislbm Jib Ib. SY • 6746 L emT es•s rrs4 aia u+µ dived m W smdeiim. F.m..ed. devetw d adr mica etmu r' Le,,e4 a"~ AM Bob PMW6 EaobmbLr go, 2m, 7500 West 29th Avenue The City of Wheat Ridge, Colorado 80033 Wheat Telephone 303/235-2846 Ridge July 17, 2002 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: PROPERTY OWNER(S): John M Jones 1585 Levden St. Denver. CO 80220 OLD ADDRESS: 6745 W 32nd Ave Wheat Ridee CO 80033 NEW ADDRESSES: Lot 1• 3225 Otis St Wheat Ridee CO 80033 Lot 2• 3210 & 3212 Pierce St Wheat Ridee CO 80033 (duplex) Lot 3• 3220 & 3222 Pierce St Wheat Ridee. CO 80033 (duolex) SUBDIVISION: Last Greenhouse Subdivision LOT(s) 1-3 BLOCK NOTES: See attached plat document. AUTHORIZED BY: ~ DATE: k I U.1 OZ DISTRIBUTION: 1. Properry Owner 2. Jefferson County Assessor, ATIN: Data Control, 100 Jefferson County Pazkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Pazkway, Golden, 80419 4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, 8003 5. Xcel Energy, ATT'N: Correspondence, P.O. Box 840, Denver, 80201 6. Qwest Communications, Attn: Shirley Campbell, 12121 Grant Street, Room 601, Thornton, CO 80241 7. Water District: Wheat RidPe 8. Sanitation Disuict: Wheat Ridge 9. Fire District: Wheat Ridee 10. Wheat Ridge Planning Division 11. Wheat Ridge Building Division 12. Wheat Ridge Police Department 13. Log File 14. Other: NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: "T'he Carnation City" DEPARTMENT OF PLANNING AND DEVELOPMENT Building Pemut Number: of w"Eq r P BUILDING INSPECTION LINE - 303-234-5933 Date: ~ CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (3,y0H3-23p5-g2~8515,~)s~ 43IP~1~.43! IO7~~ 4 PLOQCLLyOWIlC7: IW 6J P_.LLC'• Property Address: 3z7-S 07%S S'- Phone: Cw3)S Contractor License No.: CornpanY. Phone: 3o3-6i9-~`S~s" OWIYER/COIiTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ectify that the setback disYances proposed by this permit application aze accurate, and do nol,violate applicable ordinances, mles or regulations of the City of Wheat Ridge or covenants, easements orrestrictions ofrecord; that all measurements shown, and allegations made are accunte; that I have read and agree to abide by all condilions printcd on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. ~ A 1 DAfE ' Constnxction Value:$ Z`io"°'" PermitFee:$ ~~T~•~r Plan Review Fee:~ Use Tax:$ --t- (OWNER)(CONIRACTOR): SIGNED DESCRIPTION: ~~r s+ C-<^~~ D~olu~s tt 3 i d ~~pln~. - 1 r~...~,ti ~ ~,.s~,,<e;•o.. ~ 1 iwa-.~fi+iy CNr-e-.~~ ✓-idN BUILDING DEPARTMENT USE ONLY ZONIN6 COMMENTS: Approval:~~~ [3 t'Y~.i~ 03 Zoning: ~_a BUILDING COMMENTS: ^ _ ~I f IOS Approval: L/-O,/- v PUBLIC WORKS COMMENTS: Approval:OK 427A S~"3 Occupancy: Walls: Roof: Stories: Elechical License No: Mil1 Plumbing License No: A-l ~P~~ ComPanY C,pu.r.}CS,J 4EIeG Company: LiL?Lwt ~~"•~AF~~~{ ' ~ ZI20a. Mechanical License No: ~ Company: kL' Expuafion Date: Expirarion Date: Expiration Date: Approval• Approval: Approval: (l) This permit was issued in accordance with the provisions set forth in your application and is subject ro the laws of the State of Coloredo and to the Zoning Regulations and Building Codes of Wheat Ridgq Colorado or any other appGcabte ordinances of the City. (2) Tnis permic shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building autLOnzed is suspcnded or abmdoned for a period of 120 days. (3) If this pmmit expires, a new pennit may be acquired for a fee of oue-half the amomt norAially required, pmvided no changes have 6em or will be made in the original plans and specificafions and any suspension or abandonment hu not excceded one (1) year. If changes have been or if suspevsioa or abandonmevt exceeds one (1) yeaz, full fees shall be paid for a new pertnit (4) No work of any manner shall be done that will change the ¢atural flow of wata causiug a drainage pmblem. (5) Contracroe shall no¢ty the Building Inspector twevty-four (24) hows in advanw for all inspections and shall recerve written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a pertnit or Ne approval of drawings and specifications shall not be conswed m be a pennit for, ¢or an approval of, any violafion of the provisions of the 6uilding codes or any ofier ordivance, law, rWe m regule¢ov. Chief Building Inspector COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number : 15525 Date : 5/14/2003 PropertyOwner: NJBJR, LLC Property Address : 3225 OTIS ST Contractor License No. : 20384 Company: JEAKINSCONSTRUCTION 13 MAY 03 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy 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 the Wheal Ridge Building Code (U.B.C.) and all other applicable Whep( Rid9e ordinancgs, fgr work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE 4571VZ'a Description : DUPLEX. 1 RANCH, 1 TWO-STORY Construction Value : $290,000.00 Permit Fee : $1,178.15 Plan Review Fee : $765.80 Use Tax : $3,480.00 Total: $5,423.95 Use : mo BUILDING DEPARTMENT USE ONLY Zoning Comments; Approval : TRC Zoning : R-2 Buiitting Corn,ments? Approval: DM Pulilic Worko`Comments: Approval : DJB Occupancy: Walls OK. 1116103 OK. SI12103 Phone : 588-8833 Phone : 655-3727 SIC : Sq. Ft. : Roof : Stories : Residential Units : Electrical License No : 18711 Company :Courtesy Electric Expiration Date : 2/28/2003 Approval : Approval : OKIKS Plumbing License No :21402 Company :A BUMBLEBEE PLUMBING INC Expiration Date : 8/31/2003 Mechanical License No : 21209 Company : MLS Air Conditioning Inc. Expiration Date : 5/13/2004 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 Coloratlo antl to the Zoning Regulations and Buildin9 Code of W heat Ridge, Cobredo or any other applicable ordinances of the City. (2) This permit shall expire it (A) the work authorized is not commenced within sixty (60) days from issue date or (B) ihe builtling authorized is suspended or abandoned tor 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 specifiwtions and any suspension or a6antlonmenf has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) yeaq full fees shall be paid for a new permit. (4) No work of any manner shall be done lhat will change the natural Flow of water causing a drainage probiem. (5) Contractor shall notify the Building Inspeclor twenty-four (24) hours in advance for all inspections and shall receive written appmval on inspection card before pmceediing wilh suCCessive phases of lhe job. (6) The issua of a permit or the approval of drawings antl specifications shali not be consimed to be a permit for, nor an approval of, any violation of the provisiof ~he byil ii odes or any other ordinance, law, rule or regulation. Chie Building I ector \ [pGE OF PAVfMENT SO'R.O.W. I . ~ ~ r Z9 TH£ SAr.E ~ N 'S1'39'W. , ~ ~ Nn . N i'I 1 g,p ~ i~ ool ; , ;j' ~ I . • ' ~ ~ r\ ~ ~~S m ~ 1 ~ r^ ~ 1~~ 5 ~ ~ l V 1 ~ ' q.t' ~ (O ~ \ / / - - m ~ titi \ 7 i, Csf4' :E y ~Lg N89'S8'25 E ~ o ~M O ry R i . A AO ~m ( ~ ✓i m~ S 1 Z Z i O~ sN ~ ~ 0 0 oz io N r o ~c Np r' REPORT OF PERIMETER DRAIN OBSERVATION Report Number: 25031424.0007 Service Date: June 12, 2003 lrerracon 10625 West I-70 Frontage Road North Wheat Ridge, Colorado 80033 (303) 423-3300 Ciient: Jeakins Construction Attn: Matt Jeakins 9648 Humble Street Thomton CO 80229 Report Date: June 16, 2003 Project: Otis Street Duplex 3225 Otis Street Wheat Ridge, CO Project Number: 25031424 Services: Perimeter Drain Observation Lot 2 Block 4 Drain Type: Interior & Interior w/ Underslab Pipe Diameter: 4 inch Average Gravel Depth: Below Pipe 1 inch Above Pipe 6-8 inches Approximate Gravei Size: 1Y: inches Polyethylene Beneath Drain: Yes Barrier Over Gravel: Felt Approximate Drein Slope: 1/4 inch per foot Discharge Point: Sump Pit DRAIN PLACEMENT: IN CONFORMANCE Field Results Reported To: Ralph w/Summitview Const Technician: Avery L. Bohon Report Distribution: (1) Jeaklns ConSWCtion Reviewed Inc. M. EI-Jammal The tests were performed in generel accordance with applicable AS7M, AASHTO, or DOT test methods. ThiVreport is ezclusively for the use of the client indicated above and shall not be reproduced ezcept in full wilhout the written approval of TerraGroup. Test results trensmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indiwtive of the properties of other apparently similar or identical materials. Page 1 of 1 REPORT OF REINFORCING STEEL OBSERVATION Report Number: 25031424.0004 l~err~con Service Date: June 9, 2003 10625 West 1-70 Frontage Road North Wheat Ridge, Colorado 80033 (303) 423-3300 Client: Jeakins Construction Report Date: June 26, 2003 Attn: Matt Jeakins Project: Otis Street Duplex 9648 Humble Street 3225 Otis Street Thornton CO 80229 Wheat Ridge, CO Project Number: 25031424 Services: Reinforcing Steel Observation Terracon performed an observation during the reinforcing steel installation at the referenced project. These services were performed on a part-time basis. The reinforcing steel was checked for proper size, length and spacing. Terracon's observations were pertormed using the project documents and specifications available to Terracon on this date. SUMMARY OF REINFORCING STEEL OBSERVATION Structure/Location Observed: Foundation Walls Specifications - Steel Grade: 60 Reinforcing Cleanliness: Acceptable Splicing - Specifications: 18" Measured in field: Greater than specifed Bar Supports: Ties Clearance and Cover: Within specifications In-place Compliance 1. Met project requirements when initially examined. Yes Fieid Results Reported To: Ralph Colasanti with Summit View Technician: Adam J. Karaway Report Distribution: (1) Jeakins Constmction The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced ezcept in full without the written approval of TerraGroup. Test results transmitted herein are only applicable to the actual samples tested at the bcation(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 REPORT OF REINFORCING STEEL OBSERVATION l~~rr~con Report Number: 25031424.0003 Service Date: June 5, 2003 10625 West I•70 Fron[age Road North Wheat Ritlge, Colorado 80033 (303) 4233300 Client: Jeakins Construction Report Date: July 10, 2003 Attn: Matt Jeakins Project: Otis Street Duplex 9648 Humble Street 3225 Otis Street Thornton CO 80229 Wheat Ridge, CO Project Number: 25031424 Services: Reinforcing Steel Observation Terracon performed an observation during the reinforcing steel installation at the referenced project. These services were performed on a part-time basis. The relnforcing steel was checked for proper size, length and spacing. Terracon's observations were performed using the project documents and specifications available to Terracon on this date. SUMMARY OF REINFORCING STEEL OBSERVATION Structure/Location Observed: Continuous Columns Specifications - Steei Grade: 60 Reinforcing Cleanliness: Acceptable Splicing - Specifications: 18" Minimum Measured in field: 18" Minimum Bar Supports: 4" Plastic Lifts Clearence and Cover: 4" In-place Compliance 1. Met project requirements when initially examined. Yes Field Activities: Terracon arrived on site as scheduled to observe the rebar placement for continuos columns. The rebar met all project requirements when initially examined. Gus of GS Foundations was notified of the results. Weather: Overcast Temperature: 50 to 65 Field Results Reported To: Ralph Colassanti with Summit View Construction LLC; Gus with GS Foundations Technician: John T. McMahon RepoR Distribution: (1) Jeakins Constmction Reviewed ies, Inc. M. EI-Jammal The tests were performed in generai accordance with applica6ie ASTM, AASHTO, or DOT test methods. This report is dVclusively for the use of the client indicated above and shall not be reproduced except in full without the written appioval of TerraGroup. Test resWts transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 7 of 1 APPLICATION FOR M/NOR DUMPING/LANDFILL PERMIT APPLICANTS NAME: ti~JtS ~ r2, L c_~ OF WHEqT ~ ti p C~ U t~ COL OR A APPLICANT'SADDRESS (dV-, C") C~ya3 (Inclu(Je City, State, Zip) ADDRESSOFFILL: ~ZZS^ (D7-, S DATE OF APPLICATION: All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: All public im piovements, when constructed, shall be maintained (by the respecfive individual(s) and/or company responsible (oi the construction of that public and/or private improvement in the respective developmeni) on a daily basis, or as needed, such that they are free of mud and other construction debris trackirrg from the site. Failure to comp/y with this requirement will result in the enforcement of Artic/e ll, Specified Nuisances, Section 15-16 (4) of the City of Wheat Ridge Code of Laws. MINOR EXCAVATION AND FILL PERMITS 1. 1-50 Cubic Yards: No permit is required for dumping or excavation of earth aterials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fili or excavation does not obstruct or otherwise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be ailowed with a permit approved by the City Engineer. All applications are to be submitted on the appropriate completed application form and shail be accompanied by the appropriate fee and sketch plan indicating the following information before the permit wiil be issued. A Location and dimensions of all property boundaries and structures on the site. B Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. Cross section area to be filled and/or excavated indicating original slope, new slope and depth of fill. E. Statement which indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc.. Files on Hnginent\FOrm\Fili Pertnitwpd 1 Rcv. 04102 5. Permit Fees' 50 cubic yards or less $10.00 51 to 100 cubic yards $15.00 101to 1000 cubic yards for the first 100 cy $15.00 plus for each additional 100 cy or ~ fraction thereof $5.00 Z-0 ~ 1001 to 10,000 cubic yards for the first 1000 cubic yards $60.00 plus, for each additional 1000 cy or fraction thereof $4.45 10,000 cubic yards or over $100.00 p 3 4'A4- dL '4 TOTAL $ ~s• /?1 /'s..~v-S .L~~ Lsr c.rr.r... ,vJ'a s1C- Sk tOi y'~ s~ea.~ •'b4 7-( AO f U 3 I 'Wheat Ridge Code of Laws Section 5-76. i- 3 0- a 3 • ` All permits shall be appiied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or fitling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fill requested under this permit within the 100 year fiood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD PLAIN ZONING ORDINANCE. I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT 1 CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. 1 SHALL COMPIY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THISPERMITANDCOMMENCEMENTOF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE. APPLICANT: Appli Y Signature Owners Signature (if different than above) CITY OF W AT RIDGE: City Engineer Approval Date Files on Enginenfform1Fi11 PrnniLwpd 3 Rev. 04/02 oF w~r DEPARTMENT OF PUBLIC WORKS BUILD/NG PERMIT APPLICATION REV/EW Date: 541-12 /03 L OR P~O Location: 32Z5 0775 S'~T Attention: Building Department I have reviewed the attached materials submitted in application for approval of a PcE)C at the above referenced address. Please note the summary comments below. I. _L/ Boundary Closure: _ OK _ Not OK; refer to stipulations. 2. J~ 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 provisions have been reviewed and aze: _ OK Not OK; refer to stipulations. 1 ✓ NPDES Permi[ Required: _ Yes _ No 4. Public Improvements: a. sveet paving needed:CP~~l-e- ✓ Yes ! No b. curb and gutter needed: v- Yes No c. sidewalk needed: ✓ Yes ✓ No d. street lights needed: Yes ✓ No e. storm sewer needed: Yes v- No f. ~tt~of~ qredit required: Yes ✓ No If a leE~idf'f is required, for what improvements? _r~ Sa¢ocJ r"-o,C Pu8 uc S.~+PR~✓EM~tY7S ~9'GOnl4 077 t ST- Amount of letter of crediC 5. Subdivision Agreement required: Yes No 6. _ Development Covenant required: ~/Yes _ No If Yes, for G~RQ~ 4u7r-0X i 5'0 aE'++ALK .4s/N.t tT iA7z Hi4J"41 7. ✓ Traffic impact analysis and report required: Yes No 8. ✓ State Highway Access Permit needed: Yes No A ✓ New roadway or alley R.O.W. dedica[ion recommended: _ Yes _ No If yes, what is recommended7 10. ✓ All existing dedicated roadways/alleys meet the standards of the City: _ Yes _ No If no, which do not and what is requested: 11. ✓ APPROVAL: The Public Works Department has reviewed this request and hereby gives its approval, subject to the above and/or attached stipulations. Signature David F. Brossman, P.L.S. Date 12. NO APPROVAL: The Public Works Deparvnent has reviewed this request and does not give its approval for the reasons stated: Signarure David F. Brossman, P.L.S. Date 13. ✓ Stipulations attached: _ Yes _ No 14. ✓ Summary Comments: Anv damaee to the existine Public Improvements as a result of this consVuction is to be repaired to meet Citv standazds by the Permit Applicant prior to the issuance of the Certificate of Occupancv A Drainaee Certification L.etter is required nrior [o [he issuance of the Certificate of Occunancv. Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classification), 1 per 1000 feet of roadway, Surveys for roadway, sidewalk AASHTO M145 Sidewalk or pipe trench and trench may be combined Moisture-Density Curve, 1 per on-site soil type AASHTO method determined AASHTO T99 or T180 1 per import material source By soil or materials type Embankment in-place density, 1 per 300 feet per lane per 8 Minimum density per soil Colorado Procedures inch loose lift classification, Section 203.07 Roadway subgrade in-place 1 per 300 feet per lane Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Sidewalk subgrade in-place 1 per 300 feet of sidewalk Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Pipe trench in-place density, 1 per 200 feet of trench per 2 Minimum density per soil Colorado Procedures foot vertical interval Classification, Section 203.07 Aggregate base course in-place 1 per 300 feet per lane Minimum 95% of maximum density, Colorado Procedures Density, T180 Lime treated subgrade in place 1 per 300 feet per lane No less than 95% of std. dry density, Colorado Procedures density and opt. moisture, T99 Cement treated base in place 1 per 300 feet per lane Density in accordance with density, Colorado Procedures contract documents, T134 Hot Bituminous Pavement 1 per each HBP grade and Within specifications of asphalt content and gradation Mazshall blow specified Approved mix design Hot Bituminous Pavement in 1 per 100 cubic yazds 92-96% of max. density except place density, Colo. Procedures Grade F to be 90-95%, T209 Concrete compressive strength 1 per 100 cubic yazds PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing Concrete air wntent and slump 1 per 50 cubic yazds PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing CITY OF WHEAT RIDGE MATERIALS AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing for public improvements shall be performed by an independent materials testing company at the expense of the developer, and/or utility district. Unless otherwise designated, all referenced specifications, standazds or policies shall be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQUIREMENTS All materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and calibrated. Soil classifications and moisture-density curves shall be provided to the Department of Public Works inspector prior to in-place density testing. Materials testing technicians shall furnish copies of failed test results to the inspector as promptly as the results become available. On a weekly basis when testing is being performed, the developer shall furnish the inspector with copies of all test resUlts taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summazizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements are provided in Table 720-1. All testing procedures of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Department of Transportation Field Materials Manual. One test is required for any fraction of the specified frequency. The reference to Section 203.07 in the table is from the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/ 235-2846 Fax: 303/235-2857 The City of Wheat Rrdge 21 November 2002 Sage Valley Homes 16869 W. 55`h Drive Golden, Colorado 80403-1 1 98 RE: 3225 Otis Street (Lot 1 Last Greenhouse Subdivision) Building Permit After an initial review by City staff, it has become apparent that this lot (Lot 1 of the Last Greenhouse Subdivision) has been involved in an illegal subdivision. Per County records, approximately 6,273 square feet of this lot was transferred to Lot 2 of the Pierce Street Minor Subdivision (Reception No. F1495900). No building permits will be reviewed for this lot until a minor subdivision plat has been submitted, reviewed and approved by the City of Wheat Ridge. This process will involve the following steps: 1. A pre-application meeting with Staff This meeting must occur prior to submittal, and can be coordinated by calling Mike Pesicka at 303.235.2845. / 2. A neighborhood meeting as required by Section 26-106 of the Wheat Ridge Code of Laws This meeting must occur prior to submittal, and a City staff inember must be present. 3. An official submittal of the proposed subdivision You will be required to submit a completed application, recorded deeds showing previous ownership of both lots, all pertinent fees and eighteen (18) copies of the subdivision plat in 24x36 format. The owner of Lot 1 of the Last Greenhouse Subdivision and the owner of Lot 2 of the Pierce Street Minor Subdivision will need to be co-applicants. A referral period of approximately three weeks will occur where outside agencies have a chance to respond to your proposal. 4. A public hearing in front of Planning Commission After resolution of any pertinent issues, a hearing will be scheduled in front of Planning Commission. The Planning Commission will decide to approve, approve with conditions or deny your application. You will be required to attend this meeting. All of these issues will be discussed in depth at the pre-application meeting with Staff. Sincerely, Travis R. Crane Planner City of Wheat Ridge, Colorado Biulding Division Plan Review Correction Notice Address: 3225 Otis Street Owncr: NEEDED Contractor: B-Line Const. Project: Duplex Occupancy: R3 / U1 Valnation: $290K Date: November 20, 2002 1. Provide a site plan and grading plan showing lot 1, The Last Greenhouse subdivision as platted. 2. Submit a tamped soils report for review. 3. Submit an engineered foundation plan for review. 4. Label dedicated AFCI circuits for each bedroom. 5. Jefferson county records indicates lot 1, of the Last Greenhouse Subdivision has been subdivided without proper approval, no building permits can be issued until minor subdivision requirements have been adhered to Please make these additions or corrections to the submittal and resubmit for review, if you have any questions please contact me at 303-235-2853. Thank You, Q9 Darin Morqtfrf Codes Ad ' istrator City of Wheat Ridge Planning and Development Department Memorandum TO: NJBJR,LLC/B-Line Construction FROM: Michael Pesicka SUBJECT: Plans for a residence located at The Last Greenhouse Subdivision DATE: November 7, 2002 Please make the following corrections and or additions to your submittal. 1. Please include a site plan showing the accurate dimensions of the lot you are proposing to build on, and include all setbacks for existing and proposed structures; driveway layout, landscaping, and easements. Please specify the type of trees to be planted in the front yard. 2. Provide a recorded deed from Jefferson County to prove ownership. 3. Please have your plans stamped for the next submittal. 4. The submittal is considered incomplete until we receive the deed and site plan and will not be reviewed. Please call me with any questions at: 303-235-2845. Thank you. Michael Pesicka Planner 11/20/02 W6D 12:36 FAE (a'745 W. 324 Ava. Zooz NE~pTiDI JIU- F 14R5900 6/OSiaooa io,-s=a~ Pfii Oo1-002 PRGE FEE: ~I;.00 DOC.FEE: 0.00 REWRDED IN SEFFERSON CQUNTY, fALOIdRD9 QIJT!' CLpIM DEED rbk aeaa is maae nei.+een 7onn M4.d km (GRAMx) -a co-hus e. Husa (cxa-111R} GRATICORoomeys and 9uie dsims mC1tANTE6.lM fo0owln6 dsamed ml es'fate. s3huted hnthe Coanry of ~ Jdlasae,5tateofcalorado,(kgnldecdPtlonk ~a Thc Soufh 1OL14 feQ of Lct L YHL• LASP GRE~NFiOUSE SfTBDMSION. fv~ther de~:ribed aa ell tht part I o of eaid LuC i l}mi8 Soueh of a Wm tbrough a pomt 150 feet Nocth oE Ibe mast Eas[e4Southeask corner of ~ said Lot 1 and pscaliel with dce North ri6htofr-wqy 1'nie of Wa[ 39d Aveame mntafriltg 6265 ml°ve feet or 0.144 ecvar, mucc orlms. Furlhm docibed and iRustnWd as sakiorFh in the 5s}ubft b ttSs Qui! C7etim i?eed, wttick, is atmched heieto and itrcorporated ha•i^ f___,20CZ wehuewifktsign tht+4LiitQaiatDaad. ` /f f I ~ m JOI16 $Far! MCOIOnAO County d Jefferwn Oa tLfe day, pecsomlly appaared befom me Jolm Midud Jom (GRAN'POR) and CanPlius B. &usa ((12AN1'P.6) known ro ate Oo be flie individval(s) dewrbed in aad wYw acetuted flu foreBoaR imstra.nmt end aclmowled9ed t}Nitllly 9Sg119d LtIGSame 29t1N' faiC 311d v~t oTd dPEd fm th0115C: sild pIt[pCqtl fh2iHR AGI1h0I1Gd. GfvmtundamyhandandoffSdalsenllltis dayof.T.,..e.2002 NOI'ARY P[78LSC in aM Eox theState of Colo+ado, Ra5ldWgat TEFFQZSOJ CnUAV M uu~irn «p~reWW~urivim6*vsOdabv42006. 9 co¢i -M5BaVdvnr1hBaJem WABg IGoj4 uwno 800.98 ______.____TfLL95PACEPROVIDEDP0AI2ECOR6EA5U5H Pi[ed for recmd at Me requsstoE lohn MteFxel Toncs Whm msofded plmse niurn tv. John Mklmd Joms 1565 Leydw Dmva.W 80V0 Y 11i20/02 WED 12:37 FAb [Ewn-nngLDno QRoo3 v ~ 4 ~ ~ ~ voaE L"T ~ -------^-------E ~-Og a ■W4' Sftd ti►SlVflB LM ~A SYNUlLrV MIOR SafnwN08m ~ ~ ~ City of Wheat Ridge oE WHEqr Community Development Department ~ ° ~ U f~t Memorandum ~~~~RA~p TO: NJBJR,LLC FROM: Michael Pesicka SUBJECT: Proposed duplex at 3225 Otis Street DATE: April 18, 2003 Please make the following corrections and/or revisions to this submittal: 1. Pursuant to Section 26-502D.1 b"No less than 25% of the gross lot area shall be and no less than on hundred (100%) of the front yard (exclusive of driveway and sidewalk access to the home) shall be landscaped. Using the dimensions provided on the site plan, the lot is 18,018 squaze feet. The calculated squaze footage of living and non-living landscaping is 4,317 square feet. The 25% minimum is 4,504 squaze feet. 187 square feet of landscaping needs to be added to meet the minimum requirement. 2. 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 sight triangle requirements. Please call me with any questions: 303-235-2845. Thank you. Michael Pesicka Planning Tech City of Wheat Ridge Planning and Development Deparhnent Memorandum TO: NJBJR, LLC. FROM: Michael Pesicka SUBJECT: Proposed duplex located at 3225 Otis Street DATE: January 8, 2003 Please make the following corrections and revisions to the submittal. General Notes: L If you intend to erect a fence on your property you can submit a permit from the City. Fences must meet all setback, height and sight triangle requirements. Corrections: 1. Pursuant to Section 25-502D.1.b. "No less than twenty-five (25) percent of the gross lot area and no less than one hundred (100) percent of the front yard (exclusive of driveway and sidewalk access to the home) shall be landscaped." While 100% of the front yard is landscaped, the 25% requirement for the gross loi area is not being met. The lot area is 18,064 square feet, and 25% of that is 4,516 square feet. 1 calculated approximately 3,458 square feet of landscaping on your plans. You are 1,058 square feet short in required landscaping coverage for this lot. Please revise your plans to meet this requirement. Please call me with any questions at: 303-235-2845. Thank you. Michael Pesicka Planning Technician Ru6 27 03 10:43a Jones En6ineerine Rssoc. 303-738-0285 p.l JONES ENGINEERING ASSOCIATES, INC. Civil Engineering and Land Survey 2329 West Main Street, Suite 105 Litttoton, CO fl0120 Telephone:(303) 738-0283 Fax: (303) 738-0285 jonesengineering@jonesp-a.com FAX TRANSMIS ION DATE: 771 2..Ozl-~ , TRANSMITTED TO: ,er. cS TRANSMITTAL NUMBER: 30 -3 - Z sS- Z~ 5~ FROM: /f ~/t- NUMBER OF PAGFS BEING TRANSNIITTED ~ (Including this page): S RE: CeA'' c!n/I '~r Lvf Z, coMMErrrs: +~.1p~ ('oiFsa~,~; as~ea PI.~ u se T / ~ HARD COPY TO FOLLOW: YES ❑ N~ Rug 27 03 10:43a Jones Engineerin6 Rssoc. 303-739-0285 p.2 r-A JONES ENJINEERING ASS `C., INC, \ ~ August 27, 2003 Travis Crane City of Wheat Ridge 7500 West 29* Avenue Wheat Ridge, CO 80215 Subject: Sage at Otis Subdivision, Lot 2 Drainage Certificatioo Dear Mr. Crane, Based on my review, the drainage pattems shown on the Drainage CertiScates prepared by Bob Bdl, I-tgh Coumry Land Surveying dated August 21, 2003 for L.ot 2 are in substantial compliaace with the approved Final Drainage and Erosion Comrol Plan and ReQort for the Sage at Otis Subdivisioq I.ot 2. If you have azry questions regarding this matter please do nat hesitate to contact me. ~ ~ O,. ~~g T J' 0 R~ ~``Sl T. Jones P .°.'3',N W.W ~MMS'hr~e mra+~c km Fia03 doc 2329 W. Main Street, Suite 105 • Litlleton, CO 80120 • Phone: 303.738.0283 • fnx 303.738.0285 Rus 27 03 10:44a Jones Ensineerin6 Fssoe. 303-738-0285 42!%-KZ +High Country Lad 9v[veYiAB w~ieewe.+r..~r~ao ca~.m aena er~„~°d"~.m.ons na:no.nsrr DRAINAGB CE1?77FIG'AYS LOT 2, 7-iff SAGB AT OT/S SUBDIvISlON - y f0 ' Uf & OE ~ _ ` - - - - - ~ ~ ~ I 't i ' ~ POn+b6Y .Cb ~Q Q I ~ ~ -''{1 1 ~ AII ~ ~~Yl~ : cl O 1 ~ j R I ~ aa ~ ia~,rsa~+wa '~riK I I I I su '~s&- I L ' ' Ii : I 1 I ONn£ ~ ~ r i ro' v£ t oe . ~ O J 508'13'f 10976' p 1Q 20 40 ~--T Z OTIS ST)4EET scuB: i~ - zo. ae=eeFOO As mf zXe sW A r oacs s.mMM arr or ru Mo~ jppErso cataw, auouoa ,n.....Y Qn .X nlE ELIVA lrpW AW Gw/uCE PAl/LIEV 9~ A801E ,iAL 1HC RRy57E1PED CMO AAPW1'OPS QRA9EL f1WXG5 P" ~ nvsrm o+auM avnus rtae nc Aewc aesaaarn swo=xxrr nr tuw movs wr tts.cyw xwov wr oaumw x ~T wenaa m rnr ax oc n+c swxr ar xo o~`q'~~' f~t r Y: O 31546 T L@IL F» RM1F)tlP Or SGP1Er COLpp/ppP,LS Af] J~IJIw . : ~ , .o. ►]yee LLG p.3 CertainTeed C~1 InsulSafe 4 Builders Statement Fiber Glass Blowing Insulation Homeowner Name / Jobsite Name HomeAddress ~ r~ (sign) Date f/~~✓ Builder (Sign) Company Name Date 3~'~ n ,rzS ~ Date Inspecled By (sign if required) 811GS PER IM%iMUM MINIMUM WEIGHf- MINIMUM iNICI(NESS N-VALUE 1000 SQ. FL SQ. FT. PER BI1G POUNOS PEN SQ. FL To obtain e Baqs per Contents of bag WeigM per sq. tt of l Shauld not be Iess e~:~ Thermal Resistance 1000 sq. h should not cover tl instelkd insuleuon shou not be less then' pbs ) 1fN (q) p}; of net erea'. mote tha¢ (sq. h) 60 36.5 27 0.986 22 1 49 29.6 34 0.800 78 k ' ~ 264 gg 0.712 16 14'/ 38 22.8 4M1 0.61 . 30 18.0 56 0.I85 72 ' 0.418 h 10 22 13.1 77 0.353 9 1 19 11.1 90 0.301 7 /z ~ 13 7] 129 0209 S h ' 6 151 6 0.179 4 G 11 . p-VALUE TNICNNESS MFA CSQ. FfJ INSUl311FE 1(✓) B11GS USED BATTS/NNOLIS I✓7 ! CEILINGS WI1Ll3 FLOOPS THERMAL PERFORMANCE-ATf1C BLOWtNG APPL1CAi10N • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R-Value listed. • The maximum net coverage mus[ not exceed that specified for each R-Value. • The installed insulation must be at or above the specified minimum thickness for each R-Value. • Failure to ins[all the required minimum weight per sq. ft of insulaUon at or above the minimum thickness will result in reduced R-Value. • This product should not be mixed with other blown insulations or the thermal claims will bec:ome invalid. XTURES WRH DANGER: SUCH DEVIC S DOES NOT APPLY TO TYPE~IC L1GHT FlXTURES OR TO FLUORESCENT F ~ THERMALLY PROTECfED BALLAS7S• - 3044-233 Bulldars Stetemant A Seirrt-Gobein CompanY 02002 CerteinTeeO Coryoretion 1102 Manufacturer Insulation Fact Sheet CertainTeed ~ ~ This is CertainTeed Corporation InsulSa e 4 Fiber Glass Blowing Insulation CertainTeed Corporetion P.O. Box 860 Valley Forge, PA 19482 THERMAL PERFORMANCE-HORIZONTAL OPEN BLOW The followingthermal performances are achieved at weights and coverages specified when insulation is installed with oneumatic equipment in a horizontal open blow application: RVAWE BAGS PER 10005Q. FT. MA%IMUM SQ. FT. PEB BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS Contents ol bag Weight per sq. h. o( Should not be To obtain a Bags per fl. 1000 sq should not cover Installed insulation should less than: Thermal Resistance , hi more than:lsq not be less than: Ilbs_I Lvi (R) oL o( net area: . 36 5 27 0.986 z-' 60 . 34 0.800 18~~, 49 29.6 38 0.712 16'l. 44 26.4 44 0.615 14 12 56 0.485 65 0.418 107v 77 0.353 9 M 90 0.301 7'/. 129 0.209 'h 5 3 7. 151 0.179 4!. R-values are determined in accordance with ASTM C 687 and 518. Complies wrth n~. i nn C iov as rype 1 1 THERMAL PERFORMANCE-SIDEWALL RETROFIT APPLICATION When installed with pneumatic equipment in sidewalls, the following thermal performances are achieved at the h d es s ified thicknesses, weig ts an R coverag p BAGS PER 1000 SQ. FT MAXIMUM SQ. FTPER BAG MINIMUM WEIGHT- POUNDS PER SQ. PT. MINIMUM THICKNE55 0ags per 7000 sqfl Contents o( bag hould rrot mver weighl per sp. h. o( mstalled insulabon should Should not be less Ihan: . o( net area more thanlsq.h.l not belessthan.(Ibsd (i^'l 35.8 28 0.967 7%• 272 37 0.733 S lx 19.8 5 0.533 7 7.9 56 0.483 V. 14 173 58 0.467 READ THIS BEFORF YOU BUY What you should know about R-Values. The chart shows the R-Value of this insulation. R means resistance to heat flow. The higher the R- the greater the insulating power. Compare insulation R-Values before you buy. Value , There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon ihe climate, the type the amount of insulation already in your house, and your fuel use and size of your house ' , ll patterns and family size. If you buy too much insulation, it will cost you more than what you save on fuel. ec To qet the marked R-Value, it is essential that this insulation be installed properly. CITY OF WHEAT RIDGE CER'I'IFICATE OF WATER AND SEWER SERVICE AVATLAB7L7TY Note to Applicant: A building permit will not be issued without this Certificate signed by the Aistrict or Agency supplying setvices. This Certificate ecnires one vcar from date Qf aoocovat bv authotizina a?ent. Use of Building Owner Address SEWER Name of Dittiict; WoutT Indrvidaa! Septic Perntit No. Sewer Service Avai3able . Sewor Secvice Not Avaitable Comments or CoadiEioro: I hereby cecrify t}wt availability of servia is as indicated above. , Signanuo of Authorized A.gent Date leffecson County Htalth Fepartment (IF SEPYIC) Audwrizid Signatun Aate WATER Name of Dist:ict: \ I V N~~lsF- Cotorado Well Pecmit No. Oater Serviee Avaitable O Water Service Not Available Comments or Conditions: 1 hem6y eetrifjr that availahility of servim 3s as indicated abwe. 'd gignamre ofAut}torized Agent Date Iefferson Counry fiealth Departmeni (IF WELL) Authorized Signamre pau ZO'd 95:St ZOOZ 9 "oN LSSZS£L£0£~Xp~ md 8 9NINNtild aa~ OT~s Job Address Date CITY OF WHEAT RIDGE CERT]FICATE OF WATER AND SEWER SERVICE AVAILABILITY Note to Applicant: A building permit will not be issued without this Certificate signed by the District or Agency supplying services. This Certificate erpires one vear from date of apnroval bv authorizinia aizent. CmS ~~7 7ob Addeess Date Use of Building NSK3R Lt Owner _ Address Telephone SEWER Name of District: 'C`T&L Individual Septic Permit Sewer Service Available ( ) Sewer Service Not Available Comments ar I hereby certify that availability of service is as indicated above. Signanue of Authorized Agen[ Jefferson County Health Department (IF SEPTIC) Date Authoriud Signature Date l WATER Name of District: y-,~c7L Colorado Well Permit No. Water Service Available Water Service Not Available Commenu or hereby certify that availabiliry of service is as indicated above. Signature of Authorized Agent Jefferson County Heal[h Department (IF WELL) Date Authorized Signature Date City of Wheat Ridge oF WHEqr Community Development Deparhnent = ° c~ m Memorandum Cp~ORP00 TO: Aceounting; Address File FROM: Travis Crane"N~S SUBJECT: 3225 Otis St./Parkland Dedication DATE: 3 June 2003 NJBJR, LLC has submitted a check in the amount of $1,632.75 for the above-mentioned property. Pursuant to Section 26-421(D) of the Wheat Ridge Code of Laws, the Parks and Recreation Committee shall review a subdivision proposal and request that either parkland be dedicated to the City or a fee in lieu of pazkland dedication be paid. In this case, the Parks and Recreation Committee requested that a fee in lieu of parkland dedication be paid. ({bl:pEN CQ 8M1 PAY TO THE City Of Wheat Ridge ORDER OF One Thou53nd Siit HundrCd7ltitty-7W'O and 75/100°s~4ws~tr~r~Mr~~t~r~~+rrs~~rrFr~r~~~~~sWS~s~~~~s~~~+s~a~r~s~r~~rr++~a~~« nOLLARS ~3 ~ City Of Wheat Ridge $ Y MEMO Parkland Fees - M Ii■00 L040u' i: LO 2000966i: 3 i 2-1360 NJBJR, LLC City Of Wheat Ridge Date Type Reference 06/02/2003 Bill Parkland Fees Guarantee Bank Checking Parkland Fees 6/2/2003 1040 Original Amt. Balance Due Discount Payment 1,63295 1,632.75 1,632.75 Check Amount 1,632.75 1,632J5 "`•,'G1u-ll Yierce St. and 3220 _22 pierce St. DAT_OVember Each lot of the Last Greenhouse Subdivision shall be assessed parkland dedicarion fees at time of issuance of building pe~it. In Mazch of2002, I sent a memo to the then-o that a total of $502.50 would be collected for fee in lieu ofparkland dedication for Lot 1. This figtu.e was based upon one dwellin ~er~ Michael Jones stating g unit for Lot 1. Michael Jones has since sold the lot indicated that it will be developed with two dwelling units. In li ht of assessed a tota] of , and it has been $1,632.75. g this modification, all lots will be This figura was derived by taking the assessed value, as described b dividing it by the total subdivision area (1.27 acres . Y Jefferson Coun subdivision. ) This gives a price per acre of $5 023 fo80the o al These parkland dedication fees shall be paid for each lot prior to issuance of any building permits. FROM: Travis Crane This subdivision valuation was then multiplied by.096 (6 dwelling units) , 8ivin8 total assessment needed of an $4,898.00. This figure was divided by three (3 lots in the subdivision). ~~v SUBJECT; parkland Dedication 7500 West 29th Avenue Wheat Ridge, Colorado 80033 3031235-2846 Fax:303/235-2857 21 November 2002 Sage Valley Homes 16869 W. 55`h Drive Golden, Colorado 80403-1198 The City of Wheat Rldge RE: 3225 Otis Street (Lot 1 Last Greenhouse Subdivision) Building Permit After an initial review by City staff, it has become appazent that this lot (Lot 1 of the Last Greenhouse Subdivision) has been involved in an illegal subdivision. Per County records, approximately 6,273 squaze feet of this lot was transferred to Lot 2 of the Pierce Sireet Minor Subdivision (Reception No. F1495900). No building pemuts will be reviewed for this lot until a minor subdivision plat has been submitted, reviewed and approved by the City of Wheat Ridge. This process will involve the following steps: 1. A pre-application meetiug with Staff This meeting must occur prior to submittal, and can be coordinated by calling Mike Pesicka at 303.235.2845. 2. A neighborhood meeting as required by Section 26-106 of the Wheat Ridge Code of Laws This meeting must occur prior to submittal, and a City staff inember must be present. 3. An ofTicial submittal of the proposed subdivision You will be required to submit a completed application, recorded deeds showing previous ownership of both lots, all pertinent fees and eighteen (18) copies of the subdivision plat in 24x36 format. The owner of Lot 1 of the Last Greenhouse Subdivision and the owner of Lot 2 of the Pierce Street Minor Subdivision will need to be co-applicants. A referral period of approximately three weeks will occur where outside agencies have a chance to respond to your proposal. 4. A public hearing in front of Planning Commission After resolution of any pertinent issues, a hearing will be scheduled in front of Planning Commission. The Plaimiiig Commission will decide to approve, approve with conditions or deny your application. You will be required to attend this meeting. All of these issues will be discussed in depth at the pre-application meeting with Staff. Sincerely, Travis R. Crane Planner 5. Permit Fees' 50 cubic yards or less 51 to 100 cubic yards $10.00 $15.00 101to 1000 cubic yards for the first 100 cy pius for each additional 100 cy or fraction thereof 1001 to 10,000 cubic yards for the first 1000 cubic yards plus, for each additional 1000 cy or fraction thereof 10,000 cubic yards or over 'Wheat Ridge Code of Laws Section 5-76. $15.00 "t' S'~l $5.00 4 1'/3' $60.00 $4.45 $100.00 O~ TOTAL $ ~o4f~612- All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fill requested under this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD PLAIN ZONING ORDINANCE. I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATIOiJ OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMiT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE. APPLICANT: CITY OF WHEAT RIDGE: ,05~` e57,~, - ApplicanYs Signature City Engineer 00 n~56l~ u~- Owner's Vn ure (if different th n above) Approval Date Files on EnginenflFocm\Fill Pexmit.wpd 3 Rev. 04102 APPL/CATION FOR M/NOR DUMP/NG/LANDFILL PERMIT APPLICANTS NAME: f" ~ ~ APPLICANT'S ADDRESS ~f5 S 2 L(. C W oE HEqT P~ ~ a ~ c~ m C~C OR P~~ 4 Df- Ga ( dp... , c.,o ~Oyo3 ADDRESS OF FILL: ?Z.ZS S+ (")KA_9,i 2•~X. C-0 910 033 DATE OF APPLICATION: 'jo OZ All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: Al/ public improvements, when constructed, shall be maintained (by fhe respectiveindividual(s) and/or company responsible for the consfruction of that public and/or private improvement in the respective development) on a daily basis, or as needed, such thaf they are free of mud and other construction debris fracking from the site. Failure to comply with this requlrement will result in fhe enforcement of Arfic/e ll, Specifled Nuisances, Section 15-16 (4) of the City of Wheat Ridge Code of Laws. MINOR EXCAVATION AND FILL PERMITS 1. 1-50 Cubic Yards: No permit is required for dumping or excavation of earth aterials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fill or excavation does not obstruct or otherwise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer. All applications are to be submitted on the appropnate compTe~f€d applicatian fbrm and sPsa1t be accompanie8 by ihe appropriat~e fee and sketch plan indicating the foliowing information before the permit will be issued. A Location and dimensions of all property boundaries and structures on the site. B Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. Cross section area to be filled and/or excavated indicating original slope, new slope and depth of fill. E. Statement whicM indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc.. 1JaJ G~.9! Files oa EnginenflFormTill Permit.wpd 1 Rev. 04/02 3. 501-20,000 Cubic Yards: Operations in which eaRh materiai fill or excavation exceeds 500 cubic yards but does not exceed 20,000 cubic yards may be allowed by a permit issued by the City Engineer after review of an application and supporting information. The following information shall be submitted with the required application form: A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than1 inch to twenty feet (1:20) which illustrates the following: 1. Location an dimensions of all property boundaries and structures on the site. 2. Location and extent of areas to be filled and/or excavated. 3. Location of existing waterways and drainage courses indicating any chenges. (for a site containing an established irrigation ditch, a letter of approvai from the appropriate ditch company shall be required). 4. Location of existing and proposed points of ingress. 5. Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are compiete. 6. Erosion controi plan. 7. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour intervais of 2 feet and spot elevations. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation. g. A drainage report may be required if site runoff characteristics are changed. 10. Relative elevations of adjacent properties and structures. 11. Statement of purpose of intended fill and/or excavation. 4. Performance Standards: The foliowing provisions shall apply to all Minor Excavation and Fill Permits: A. Rehabilitation: Within thirty(30) days after cessation of filling and/or excavation, rehabilitation for the site shall have been completed in accordance with the approved plans. Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to minimize potential erosion antl be acceptable to the City Engineer. B. Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer. "For the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, trash or junk" as defined in the Wheat Ridge Code of Laws, Section 15-4." In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill areas within the City of Wheat Ridge. C. Excavation and/or fill areas shall be graded to facilitate weed control until final grades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). . oaioz 2 x~v Files on EngiaenAFaim\Fil1 P°~m'xwpd _ - RII r z 5-e - ~~~@. - A RESUBQIVISIDN OF LOT t, THE LAST GREENF#OUSE rtJBDIVISIQN (RECEP7IQN NQ. =s~. X1438759), LOT 2, PIERCE 5TREET MINQR SUBDIVISION (REGEPT(f}N N0. ~"07640l74) ANC LaT 7 AND THE NORTH 35' 0~ LOT 6, P(ERCE STREET SUBDIVISIC}N (RECEPTION NO. 47409970j, CITY QF 4~MEAT RIDGE, JEFFERSON CQUNT`f, CtJLOR~~E~~?, AS RECORDED 1~~ SAID CC~~Jhi~Y, MORE PARTICULARLY. DESCRIBEC) Ai: CfJM~fENCING AT THE SOUIN~UCST CORNER OF THE NORTNVVEST aNE-QUARTER 0~" SAID SECTi~N; THENCE N89'S8'2.5"F ALO~~dG THE SUUTN LINE OF SAID NC3RTHtN~ST C7NE-QUARTER SECTION, 139.84 FEET; 3HENCE N00°Cl1'35"W, 3a.OQ FEET TO THE SC?UTH~IEST PROPERTY CORNER OF LOT 3, A~SC► BEING THE POINT O~ BEGiivN{NG; - I THENCE NtJO'f~~-'44" 25$.96 FEET; THENGE S89'S8'25"~J, 115.16 FEE1` TQ A Pi?9i~T IN THE E,~ST RIGHT-QF-4~+AY LI1VE f- OF PIERCE SIREET;. THEi~CE N~C7'C}8'15"V~ At_.C3NG SAlD RlGFfT-~F-INAY L6~IE, 130.(}0 FEET; THENCE iV89'S8'25"E, 140.010 FEET? T!-~~~JCC 504't~8'15"E, 7 ~Q.00 FEET; Ti-tENCE N89°5$'25"W, 140.00 FEET TC} A PCIIP~T IN THE WEST RIGHT-OF-WAY LfNE 4~ OTIS STREET; THENCE S00°08'15"E ALONG SAID RIGHT--~OF-WAY LINE, 203. 3 FEET TQ A TANGENT, 15.0(3 FOOT RADIUS CURVE; THENCE SOU~-{V~ESTERLY ALONG SAIp CURIAE, C~NGAVE NORTNtNESTERLY ALONG LAST SAIC1 RIGHT-QF-!~'~iY L6NE, THROk1GN A CENTRAL ANGLE ~F 90`06'40", A D15TANCE 4F 23.59 FEET TD A POINT IN THE NC7RTH RIGHT--0~-WAY LINE OF i WEST 32ND Q4'l=~lUE; THENCE S89°58'25"1N AL4NG SAii~ RiGHi'-CfF-WAY Lf~tE, 150.07 BEET TO THE PflI~IT QF BEGIPJ~~II#~~G; THIS PARCEL AS DESCR16F0, CONTAINS 52,472 SQUARE FEET, OR 1.205 ACRES, h~ORE OR HESS. -5- F ~ 7 TTT 7~TRTt"~.- t~'~"' A .~+a.r. ~ v .ar.E f..o..t ae. i t~ ~ , \ ~ . ~ J o ~~L t1 BASEMENT NONE (CRAWL--SPACE} I o~?o MAIN LEVEL T,650 SF a UPPER ~E1/EL NOME \ GpRAGIE 496 5F RRA{N LEVEL 1,650 SF I ~ ~ , k.n UPPER LEVEL 43C~ SF Q O~~ t ~ ~ n I e^ ~ \ ~ O .~x,..w~am ~~M~,«w.wn« ~W~n..~~..~,.~.,,~Mw~m~iwv~~~ ~~.x~~~~~w.~~~n~~ ~m~w~wM .~..m..~n u.~,um,..~,ew, GARAGE 496 SF C C 1 t~t I ~iC~~ -w k <J F4P~~iuHED F~Ot~R EL.EVA71~7N 5448.030 1 f .I'. Q~~C) C A ~e. n ~ ~ a L.)L ~ S 17 ) J [?EAD LOAD 20 PSF ~ C) .J 1 1 n<~' 1 C1CZ ~ -n SNOW LEAD 40 PSG c~ 1 ~ ~ ~ ~ WIND LEA[? IQ~J ~1PH (25 PSF) EXPOSURE S ~ c~ ~ ate' t t, O ~ \ ~ ~ i ~ ~ c~ ~ a L) \ ! . f ! ~ ~ t ECI~' air ~ I ~ Q a T5~ i, ~ ~ ~ ~y~~'c i~ ~ L~ 1r Yom` - ~ A ~ ~ t ~ AGE' k t f ~ ~ ~ ~ F . R r(~ `c,~ t t I 1 ~i~ 1 ~ ~ i ~e - ,.~J, * - E[7GE w  Cj v t E J ~ F- EXISTING UP OF PAN-1-1 1 A/ tai ~ 1 1 . EXISIING 8" WATER MAIN V) yC ~r ~ _ t~ 3 tk ' LS Ld 1 i H SHEET AO.1 (."')F 1• JOB NO. 3494.,005 k The City of 7500 WEST 29TH AVENUE ~he at WHEAT RIDGE, CO 80215-6713 (303) 2345900 City Admin. Fax ri 234-5924 Police Dept Fax # 235-2949 GRidge 5 March 2002 J. Michael Jones 1585 Leyden Street Denver, Colorado 80220 RE: Pazk Land Dedication Michael: Per my phone message yesterday, your parkland dedication may be tied into the subdivision improvement agreement, and handled at time of building permit. The subdivision improvement agreement will secure all required public improvements, e.g. curb, gutter and walkway adjacent to your subdivision. Your parkland dedication for L,ot 1 will be $502.50. This number is arrived by taking the number of dwelling units (1) and multiplying it by 0.016. This figure is multiplied by the assessed valuation of the lot. A price per square foot is determined for the lot by taking the assessed valuation of the subdivision ($64,800) and dividing it by the square footage of the entire subdivision (55,229), giving a price per square foot of $1.1733. This price per square foot is then multiplied by the square footage of Lot 1(26,767) and the valuation of Lot 1 is determined to be $31,405.72. Once the valuation of Lot 1 has been determined, this figure is multiplied by 0.016. If you have any further questions about this process, feel free to give me a call. I can be reached at 303.235.2849. Thank You Travi- s K. (:rane, Planner a aecvcLeo vnaea nOeworRAcuT AF PIIRI IC. WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 December 31, 2003 ~ ~ i C.B. Euser 6745 West 32nd Avenue Wheat Ridge, CO 80033 Dear Mr. Euser: FAX (303) 235-2857 I write this letter after failing to find you home on several occasions. As you are aware, the front yards of the homes recently constructed immediately north of your house do not drain properly. The drainage pian provides for the storm water to split, with approximately one half of the flow running south to 32nd Avenue. I would like to discuss the work that would be involved in correcting the current drainage pattern. Please contact me at 303.235.2860 to schedule at time to meet on this matter. Sincerely, -~rti-~ ~iL Timothy Paranto, P.E. Director of Public Works XC: Dave Brossman Darin Morgan Ralph Colasanti Frank Monaco ~ T RIDGE UC WONKS ESCROW ACCOUNT 75pp W. 29TH AVE. IAKEWOOD. CO 80215E713 ~ ~ ~ Y dI0 -rD OI n Ig~ - _ B - DATE DEPOSITSMAYNOTBEAVAIUBLEiORIMMEDUiEWITHORAWAL 910NXEREFDRC/.9XPECENEOJIiREWIREO)• • ~~BAW m~u?n°uo~i°,w °wwe 24 HOUR BANKING (303) 237•6000 +1: 10700 i67 21: 23 i4499867[" s 1JBJR, LLC City Of Wheat Ridge Date Type Reference 06/02/2003 Bill curb & gutter escrow Original AmL 2,900.00 6/2/2003 Balance Due Discount 2,900.00 Check Amount 1039 Payment 2,900.0(1 2,900.00 Guarentee Bank Checking curb & gutter escrow 2°900'00 dge oF w"E,yr on,n,unity Development Department ~ P~, Memorandum CQ~~RA~O TO: Accounting; Address File FROM: Travis Crane ~ •v SUBJECT: 3225 Otis St./Public Improvement Agreement DATE: 3 June 2003 NJBJR, LLC has submitted a P.I.A and a check in the amount of $2,900.00 for the above-mentioned property. The P.I.A. states that the City will retain said funds for a period of up to ten (10) years, to be used to construct public improvements adjacent to the subject property. If no public improvements aze constructed, the funds shall be returned to the developer. The P.I.A. and all associated exhibits have been recorded with Jefferson County. PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERINIT APPLICATIONS Date Applicant phone # Location of Construction 3ZZ5 6}r7s STxzjjT PvrpOseofConsfrvction D1s&EK Su'rtdingPermitVatue Singie Family Commercial Multi-Family DEVELOPMENT REV(EW FEES Development Review Processing Fee. $100.00 g /DO 00 (for document processing) , . Single Famify Residential Revlew Fee: $50.00 $ (for review of applicable technical. documents) Commercia(/Muiti-Fam11y Review Fee: For review of existing technicaf documen 100. . For review of technical documents for construc ion in righY-of-way, final drainage repoR.and erosion control plan $500.00 $ Subdlvislon ImprovementAgreemenf Fee: $125.00 g (for document processing and recording) pevelopment Covenant Fe : $125.00 ~ 145, ao (for document processing an mg) CDOT Acces's Permit Fee: $100.00 $ (for document appiication and processing) ' Traffic Impact Study Review Fee: $100.00 g • • (for document review and processing) Flood Piatn Varlance Review Fee: (for document review and processing) Class I applicatlon = $150.00 g Class I Publication/Public Notice = N/A Class i! applicaEion = $250.00 Class II PublicationlPubiic Notice = $90.00 TOTAL'REVIEW FEES: (due at time of bullding permif issuance) $ 325: 00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICSNSING AND PERMITTI.NG FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signafure of Applicant Date VI63 i Filea on Enginent/Forms/Raview Fees-Building PermifAp Rev 04/01 _ - 1 THE LAST GREENHOUSE SUBD/li/S/ON I LOT 2 ~ !JO'4'44°W LEGAL DESCRII~TI~N Y U A RESUBDIVISION OF LET 1, THE LAST GREENHOUSE SU601VI ION {RECEPTION N0. Q 0 F ~143875~)y LOT 2> PIERCE STREET M1N~R SUBnlVISi~N (f2EC~PTIOiV N0. W N F0764000) AND LOT 7 AND THE NQRTH 35' OF LOT 6, PIERCE STREET SUBDI~tiS10N (RECEPTION NO. 4749970), GTY OF WHEAT RI[~GE, JEFFERSON N COUNTY, COL(7RADQ, AS RECORDED W SAID COUNTY, MORE ~~ARTICULARLY DESCRIBE[? AS: COMMENCING AT THE SOUTHWEST CORNER QF THE NORTHWEST 4NE-QUARTER 0~ SAID SECTION; THENCE N89°58'25"E ALONG THE SOUTH LINE OF SAID NORTHWEST ONE-QUARTER SECTION, 139.84 FEET; THENCE N00'01'35"W, 30.00 FEET" TO THE SOUTHWEST PROPERTY CORNER OF LOT 3, RLSO BEfNG THE PC7iNT OF BEGINNING; THENCE NQQ°b4'44"W, 258.96 FEET; THENCE S89°58'25"W, 115.16 FEET TO A P01NT IN THE EAST RIGHT-OF-WAY LINE 0~ PIERCE STREET; THENCE N00'08'15"~/ ALONG SAID RfGHT-OF-WAY LINE, 110.00 FEET; THENCE N89'S8'25"E, 140.0 FEET; THENCE SOfl°48'15"E, 150.00 BEET; THENCE N89'58'25"W, 140.00 BEET T4 A PQlI~T IN THE WEST RIGHT-OF~-WAY 1 L(NE QF OTIS STREET; t R THENCE SOfl°[18'15"E ALONG SAIQ RIGHT-OF-WAY LINE, 203.93 FEET TO A TANGENT, 15.00 FOOT RADIUS CURVE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY ALONG °a ~ THE SAGE A T O JIS SUBOI l4SON LAST SAID R{GHT-OF-WAY LINE, THROUGH A CENTRAL ANGLE OF 90'06'4Q", A DfSTANCE OF 23.59 FEET Td A POINT IN THE NORTH RIGHT-QF-WAY LINE OF ~ LOT 2 j . WEST 32}~D AVE(VUE; THENCE S89'58'25"W ALONG SAID RIGHT-OF-WAY LINE, 150. 7 FEET TQ THE P~1N7 OF BEGIN~JING; o~ I~ rn I I ~ , I I TNlS PARCEL AS DESCRIBED, CONTAINS 52>472 S4UARE FEES, QR 1.205 ACRES, MORE OR LESS. DECK ~ D[C' 8, `1 f \ ~ \ \ ~ \ BLTILDIN~ ~A'~"r~ w i ~ ~ ~ I 2-BEDROOM SQ0.~A8~~ F0~71'AGES BASEMENT NONE (CRAWL-SPACE} P/ERCE STREET SG~BDIIOSION \ F4~ ,,j~ MAIN LEVEL 1,650 SF ~ I I ~ BLOCK 4, LOT 5 UPPER BEVEL NONE \ i = GARAGE 496 SF i Q~ ~ z~ ~ ~ Q ~ 3-BEDROOM S4UARE F~4TAGES f BASEMENT NONE (CRAWL-SPACE) ~ ~ ~ ~ o MAIN LEVEL 1,650 SF I ~ E I ~ ~ o Q ~ ~ I w a~~' UPPER LEVEL 430 SF GARAGE 496 SF I Z 1 ~ o~~~~~ o° ~ ~ ~ ~~~a 4~ ~ a ~ r C ~ \ \ \ l I - ~ ~ T~_. - _ c> de ENGINEERING DATA CJ ~ ~ FiN1SHED FLOQR ELEVATION 5448.00 DEAD LOAD 2fl PSF L~ pC - W ~1 ; ~ . SNOW LOAD 40 PSF iNiND LOAD fiQ0 MPH X25 PSF) UC?~~ U U ' ~ 1 ~ EXPOSURE 8 c~ v O ~ °~n j - c~ c1 o t 1 fi r. 0. ( - ; ~ ~ , c~ [n II ~ / ~ ~ --1 ' ~ ; rt r SAWCUT EXISTING A~-IAIT ~ ~1sob;~ E ~ 16' DRIVEWAY ~ ' ~T PROPERTY ~.Ii~E~ L ~ ~ ` ~ ~ ~ ~ ~ ~ ~ F . ~ scup ~ ~ ~ ~ i a a ~ ~ ` r ~ ~ e r ~ ---.s , ~ LaCllS~' :TREE:.. ~ ~ ' i t• ~t I I ~ ~ 4 SAWCUT EXISTING ASFiAI.T ~ \ 4 a ~ ~ ~ ~ i 1" WATER ~ SANITARY SERVICE s s 1 ~ i ~ EDGE Of ~~E Of ASPHALT , ~ j .,.,-,r, ,.,-.-:-,~-r--,~ s~~,~ !'9 J'1 4 i J ~ ~ i t S. i. 1~ "I. i.  B %fto 1 " WATER SERMCmE--/"""' 1 to 1 J W Q co EXISIING UP OF PAN l i w q41 w - - - - - - - - - - EXISTING 8" WATER MAIN W C.7 EXISTING FLOWUNE Q ..Sz... , ~ t"om" .,,~x,,...,. _k1.,._ LLJ rJ ~a I's 9 T t. EXISTING i WA c. 2 F SHEET A0.1 of ~1 JOB No. 3494.005 Will a _ i . >g ~f- - a M , ~_.1 e i s - a , . . , M =w ~ ,.w z , o R ~^t rY j 1 _ j w j ~ , ~ . ° _ , i 1 4 11 1 M l~ ~ ~ w,~ } 6 r ~ q k - ~ ~ iy » " - ' 7 , ♦ ~ ! . . G #.rv ~ f~ ~r - - a r 1. ' r. / e '~s , ,j .s_ { TA'~.':~ ~ ~ « k 4 I J ~ ~ ~ ♦ i T xy i..~ . - i {j ~ iv' . ~ _ t. t, Y ~ P. ~ n a ~ ~ 'ti ~ ~ C ~ r. -1 w..y ~ A . fl: j r . ~ ~ ; . , e . , L „ w ~ A r - ' ~ 1 ~ ~ ~ ' ' ~ i . ~ rr ~ M MM ~M IMr !U alli M ~ N illlh r IIM Ilw Me 111r~ N~ NIY r M I y 9 ~ /A  ~ U r r g. • ~ ass aar ~ro/f f +Alr } ~.iY®'~.~~ r'" jmr~~~~~~ ~V ! N' "~4 + s.~ . sa. ~ !1~'1~► tt 1lfM~li ll~wYrt r a ars - 4s ~ ~ ~ ~ ~ t - , . ~ . 4~ ~ RANG ~ ~ 12'-3' V/ b~ ~ KiTCHE s~or~o a. l=J t k << . ~ ~.._____________~~I ~ t~ ti to 9=-- LAUNDRY z SlOPEO CLG. i ~ -0•l6'-8 ~ 7. ~ ooM~ i ST RAGE ~ N~?. Ftrc Ra +ut T f ; i- _ ~ -L 1 J J 1 - 1 r r s J _}f r `F _ - y R - t Z i iI i it  I t r-gym 2 BUNIT 27-(r 3 BDRM,',,UNIT A211 ~ MAIN LEVEL FLOOR PLAN SCALE: 114*=1'-0" .u v f 4 t m~ ~ ,a 1 a. . - s _ . t ~ a.; a. .sG' - s ~ x . .1 ~ ~ . , L P~ NO~ 1. PI.IW DIMFNSlONS AFtE TO OOll~l L~ FAG'E OF STt~D~ DACE OF CONCRCTE Q FflUMidITK)til WNI, OR t:ENTER ~ - OAF 1+VtNL~OW OR DEX'~t OP' 3. If DIIulEhfs Fl'tOM ~i'f~RtOR DOOR TO J~t~k+1~Ck[~T .1 N ~+YALL !S 4'. UM.ESS NOTED OTHERYYI5E. ~ - - , _ ~ ~.C.'fOFIElD'#tERIFYJ1t.LK~ISIkt~CONDfTN)f~IS y.r:, . M1 FULL HGT. ~'RIC~Ft TO &TART OF tXfNSTRtlCi'IOtrl n. ~ t ~ ~ ~ w, M wau. Rao ua~a~ g~nrwu.~. ccc~snu~cr 2x~as~rww~tt~~s~~.c,w~~o eon ~-~~s r:oc.w~sdc;~rr,~ ar ~~s - aarrrs sracc~n a ~~+ns~n. ~ A. ~ - ' ~ . . . 1'S-5" ~ - T-8 1J2' T-8 1i2' OPEN TO ~'.)~~RS~s sax~o ~sw►t~o~ ~ i BELOW ~~tcnn~ qtr C~taRnx~c~s Ntet~ o~ c~ s ~1T ALL YVETAREAS. f - - ~ ;'j^ :r, W 5 1/2' ~ Z ~ ~ J 5- ~ONCFtETE F~ER Bt31~RD la1~R T0.f FLOORS 11M} ALL ~~4J ~ , SHOMVEIt M~ T't~/SNOWFR ENq.OStAiES. ,r.., - a . u LOW WALL W/ CAP OR Q - - 1~~:i ~ 1 ~ ~r FULL wau. MASTER ~ BQRM. ~ SLOPED CLG. 17'-* 112` 3=2 i/2' 3112" r--,  /I ~r~a - - - --J e os ~ fr ~ i # 1is'Ii ~ I,AM:f~Y~,:a :sue. 4 7 i 5 1i2 3 1/2" ~-1r J 1 r,~ 5. 430 SQ. FT. 1 b 4 - - 1 HR. 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I I I I I I I i lul x I I I I jj''~~ ff ~j~ 1 i.f~ i ~,.~e•~ ~~i~ E~~~ s 0 ~ y 1 i 1 1 1 ~ AY ~ ~ ~I i E I DOUBLE JOISTS ~ ~ 1 ~ I ! . . i i~~<<i ~~I I I i I I I I I ~ ~ ~I I ~ j I I I ~ I I I I I II I or i III~,IIII`~,I,I .III ~~~aNO~~~~;~~1,;~ , . ~ . , ;.r- _~_~_~_~_1_ ~~IIIIII'~~IIIII II lil ~~`~~'~I L ~ L_l__J_J._ j~ - - II1 r 1 I i~ } - - - - a~n of - - - - - ovE~wwuNa ~ 1 a i ~f t~ 1 ~ 'I - - - - - I r'- 'r - - - - ~I - - - - - I k i 1; F I I ` - - - - - I. 4 N i I i  ~ ~ i i i a i i OMNI. -.0112mor"W" W- .100"- wwoq!q§ar i - ~ ( 1 I I i i ~ I i ROOF/UPPER LE 1. i FRAMING PLAN S3 i` S11,36, SCALE: 1/4" = 1 '-0" - I i i # . .k, , } _ , i - t i 1 I 4 ry. i u- 4_ . Y 3 u Sr~j s L l~ mews of _ OVERFRAMING 1  _ ' ' A ■ - - i T i t i I_ _ I iii i i i i i i i i i i i i i i i i ~ ii i ii i i i , ~i i iii ~I ~~o I ~i ii ~ I I II I III I I I I~ I ~I ~ Y ~ I I I I~ i I I I I I I ~ ~~~P~N I I I I I ~ ~ I ~ I _ i i _i ~ i i ~ i ~i i i i i ~ ~I - - - --i i i i ~ ~ H - -I i w ii ii ii i ii i iii i i i iii i i ~_r~~_i=~-t~~ 4 I 0 D..B I ll _ _ _ _ _ ~ ~ 1-L~L~1 I~ ~I I~ ~I ; it r t t I  ~ *IJEL t 3 a UPPER j l S4 t t. e 1 ~ _ ~ t g Tr'M F, A e a 'c i ' k"~ 9' 7 1 3 k - ELECTRICAL L~GEN~ ~ t~UPLEX OUTLET ALCM StY~TEM PA3 Ja 2 1C~ SWRCM OUTLET ~ ~ 8i►+141EEE t3E7ECTOR t ~~~FRfAt~~R7'~~r - . 0 c. t, { ~f h L ~ r A ~r 1-~, F. - W  ~nv~ ~ ~tms, F'KiUK iT3 STAKT OF CONSTRUCTION. ~ ° RANGE ~ o ~ 1~1 ~ 3.) ALL ELECTRICAL PER ELECTR1CAt. SUBCONTRACTOR. COORDINATE W! O ~ O ~ MECt~{ftN{CAUpLUMBING COhITRACTOR FOR RAWGE , r EpU1PME~IT REQt}tREMENTS. ~ 4.) VERIFY ALL MATERIA11EpUIP. SELECTIONS W/ ..r ~ G.C., F~RlUR TO ORDERING b IN3TALLATI~N. 0 0 0 0 RE F {G. r- ICR L--...-.^ S~____~. ~ ~ i~ - r ~K;cT~. ~4 PERMIT/CON ~K. 1 E3-'15-~21 1. C.D. i U-10-p 1 4-. .r ~ C.DJPROGRE~S ~9-25-01 OWNER REWIEYU ~-'!4-0'! ` ISSUED FOR: DATE: f i' 1 F i~ DRA~7NG 8Y JAN PATTERSO~?: b RICi~J4R0 SMRH i a 29359 BUG=±-LAMAN DRl1/E 0 f'~ EVERGREEN, ~LU~tJC? X0439 303.67TI).$18t YlF fi Cr r .4 i SUMMIT VIEW CONSTRUCTION, LLC d_ 9048 IIL.`JI~~lBOLDT 5T s THOR2~"'1'C)'~, COLORAI70 ~C1229 1 ~~3--619-7915 W G FGY rTY i 2 ~ 3 ~C~~M. l1NiTS d MAID LEVEL EL€CTR~~LiRCP PLANS  i i ~ ii i 2 BDRM, UNIT E.2.1 ~ MAIN LEVEL ELE E2.1 SCALE: 1/4" = 1,-0' " rt ~ ~ . , -,~...u,~. ~ ~ - .h.`:.'-wv:w gym..-.►rw~~. ~ - m tt. ~ _ Y. ~~ax. r~:,.. OPE L ~f f ~~I ~~¢jrp Y- . ti ~ j x,.. AN i _ ~ ~ f J i f ~ 1 .tn' as - ~''„j gg~,.; X< i I 13 ~S ~ ~ s~ ,r_ . ' i r _ o " r . LOS L _ ~ i - ~ ~ - ~ b J ~ r - - ~ ~ ' - _ ~ r  2.j G.C. R SUBCONTR. TO FIELD VERIFY ALL CONDtTtONS, PRIOR TO STAN OF CONSTRUCTION. 3.) ALL ELECTRICAL PER ELECTRICAL SUBCONTRACTOR, CCK3RDINATE W/ MECHANiCAVPLUMBING CONTRACTOR FOR EpU1PMENT REQUIREMENTS. 4.) VERIFY ALL M4'TERW11Et~,~Jip, SEt.ECTIONS W/ G.C.. PRIOR TO QRDERING 8 INSTALLATION. t „ 4k 1... 1 t. y ~ i ~ 1 1 . Ignrwi~ ~ ~1~ _ ~ h S~ r,, _ 1_ w L -  3 BDRM. UNIT ~ UPPER LEVEL ELEC./RCP PLAN E2., E2.2 SCALE: 1/4' = 1'-0^ a