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Home My WebLink About11801 W. 44th Avenuei CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: V �� Job Address: U {`✓� Permit Number: ❑ No one available for inspection: Time [ �-� AM/PM Re -Inspection required: Yes �0 1' When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. usrnspection l Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: P u �� I Job Address: Permit Number:�_�,. I.J No one available for inspection: Time AM/PM Re -Inspection required: No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge. co. usfinspection 1 Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: f . 411 Permit Number: `% ' U0 rt 1 1-- ❑ No one available for inspection: Time `� l AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date:`% ' d Ud Inspector: ®O NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Plumbing PERMIT - 202001852 PERMIT NO: 202001852 ISSUED: 09/17/2020 JOB ADDRESS: 11801 W 44th Ave EXPIRES: 09/17/2021 JOB DESCRIPTION: Replacing a floor sink drain in closet *** CONTACTS *** OWNER (303)929-2186 BAYSORE & CHRISTIAN FIDUCIARY SUB (303)215-1348 BRIAN WILKIE 060162 APEX PLUMBING INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 330 % General Retail BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,600.00 FEES Total Valuation 0.00 Use Tax 96.60 Permit Fee 125.05 ** TOTAL ** 221.65 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IBC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge Commercial Plumbing PERMIT - 202001852 PERMIT NO: 202001852 ISSUED: JOB ADDRESS: 11801 W 44th Ave EXPIRES JOB DESCRIPTION: Replacing a floor sink drain in closet 09/17/2020 09/17/2021 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include al I entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuan or granting of k nermit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicabl co or ny ordi ce or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Kimberly Cook From: no- reply@c i.wheatridge.co.us Sent: Wednesday, September 16, 2020 1:37 PM To: CommDev Permits Subject: Online Form Submittal: General Permit Application Categories: Kim General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is the property Residential Residential or Commercial? Property Address 11801 W. 44th AVe. Property Owner Name Justin Sanchez Property Owner Phone 303-929-2186 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email heiniesmarket303@gmail.com Address Attach City of Wheat City of Wheat Ridge payment form.pdf Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** CONTACT INFORMATION Submitting General Apex Plumbing, IOnc. Contractor or Architect Contractor's License 060162 Number (This is a 5 or 6 1 digit number for the City of Wheat Ridge) Contract Phone Number 303-215-1348 (enter WITH dashes, eg 303-123-4567) Contact Email Address permitting@apexplumbing.com Retype Contact Email permitting@apexplumbing.com Address DESCRIPTION OF WORK Detailed Scope of Work - replacing the floor sink drain 12" x 12" x 16" deep Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of scope 2'x 2' of work Location of work inside a closet (backyard, on roof, etc) Project Value (contract 4600. value or cost of ALL materials and labor) Upload Engineer letter, Field not completed. other documents on 8 1/2" x I V Upload Asbestos Report Field not completed. if triggler level is met per CDPHE regulation. Upload Drawings 11 " x Field not completed. 17" or larger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and N ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for DeAnn Wilkie Permit Email not displaying correctly? View it in your browser. CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1 Job Address: �i �''� 0(_-P Permit Number: ❑ No one available for inspection: Time &A/PM Re -Inspection required: Yes �I When corrections have been made, call for re -inspection at 303-234-5933 Date: V7P/7—Inspector: KI DO NOT REMOVE THIS NOTICE ~r .;%f, : -,.s;-?~~ •,'rY~,;. CERTIFICATE OF OCCUPANCY Issued Without Fee CITY OF WHEAT RIDGE 7500 W. 29th Avenue Date June 26, 1995 Wheat iiidge, Colorado 80034 This certificate verifies that the bullding constructed and/or the use proposed of the bullding andlor piemises, under the above permlt number and on property described below, doas comply wlth the Wheat Ridge Building Code, Zoning and other related land use and developmant laws of the City of Wheat Ridge, and may be occupled for the use specifled. OWNEa Heinz Silz qoDRESS 11801 W. 44th Avenue Wheat Ridge, CO 80033 : a m ~ CON7RACTOR Heinz Si1z a co o ~ t a 10801 W. 44th Avenue s C, PROPERTYADDRESS W m 6 . LEGALDESCRIPTION: ~ FORTHE FOLLOWING PURPOSE Greenhouse No change shall be made in the use of thls bullding without prlor notice and a new Certiflcate of Occupancy from the City of Wheat Ridge./i , W N Form&9 Chief Building Zoning Admini For Mavor-A ".i • ~ ,j..:~. ~ ~ ~ `V'~, . l . . DRAINAGE REPORT for SIL2 COMMERCIAL DEVELOPMENT in the vicinity of West 44th Avenue and Tabor Street Wheat Ridae, Colorado PREPARED BY LANE ENGINEERING SERVICE, INC. A PROFESSIONAL CORPORATION DRAINAGE REPORT for SILZ COMMERCIAL DEVELOPMENT in the vicinity ot West 44th Avenue and Tabor Street Wheat Ridae, Colorado June 15. 1990 as amended July 16, 1990 March 20, 1991 June 17, 1991 Registered tn ine~9 C t8 e i 4g ICITY OF WHEAT RIDGE , FUeLicWORKS, ENGrNEERiNG APPROifED FOR: CRAINAGE ❑ S1DEWALK 1:1 Ct3z;'t3 8, GRJ'dTEF3 ❑ S"f4EET ❑ iVIISCELL,'lNECIL4S ❑ PLAoT COMA4ENT Amm•w•l -TO4 rPCIV- I~L ENGINEE`KJ UA4 SUBJECTTO LD INSPECTIONS . 25088 Prepared by LANE ENGINEEkING SERVICE, INC. Lakewood, Colora3o 5179-1 -1- CONTENTS I TITLE ~ PAGE ~ IIQTRODUCTION Site Location 3 Site Description 3 Proposed Project Description 5 Flood Hazard and Drainage Studies Relevant to 5ite 5 HISTORIC DRAINAGE CGNDITIGNS Major Basin 7 SuY,basin and Site DrainaqE 7 PkOPGSED (DEVELOPED) DRAINAGE SYSTEM Criteria 9 Runoff 10 Detention 10 CONCLUSIGNS Discussion oF Impact of Improvement 13 Compliance with Applicable Criteria 13 Areas in Elood Hazard Zone 13 APPENDIXES Hydrologic and Hydraulic Computations 14 Standard Design Tables and Charts 33 DRAINAGE PLANS Site Improvements Plan Set 39 -2- INTRpDUCTIpN SITE LOCATION 1. City, County, Street Grid: This tract, containino approximately 0.89 acres, is located at the northwest corner of West 44th Avenue and Tabor Street, within the City of Wheat Ridge, County of Jefterson, Colorado. The site is shown on a vicinity map on Page 4. 2. Adjacent Development: Apartment buildings are located on the east side of Tabor Street and a residential property borders the site on the north. Land south of West 44th Avenue and west of the site is in mixed commercial usage. SITE DESCRIPTION 1. Existing Topography, Ground Cover, Use, etc: Depressed, somewhat, below the levels of both West 44th Avenue and Tabor Street, the surtace of the site slopes to the northeast on grades on the order of one percent, or less. The site is presently occupied by an assortment of small buildings and trees. Sparse native vegetation and modest landscaping cover the site, except for qraveled driveway and parkinq areas. 2. Existing Drainage Facilities, Major Channels, Flood Hazard 2ones and Studies, Irrigation Ditches: Although the site is within the major drainage basin associated with Clear Creek, it is outside of the 100- year Cleat Creek tlood plain, as established by the Federal Emergency Management Aqency (see a portion of the pert-inent Flood Insurance Rate Map on Page 6). The site itself, is not the specific subject of any major Flood hazard or drainageway planning studies. While the actual site is not crossed by any irrigation ditches or by any discernable natural channels, an enclosed 21-inch diameter irrigation conduit is located along the back of the sidewalk on West 44th Avenue, within street right-of-way. This conduit is thought to be a lateral ditch associated with the Slouqh Ditch. A grated storm drain inlet, with discharge pipe, presently exists in the gutter pan at the northwest corner of the intersection of West 44th Avenue and Tabor Street. The City reports that the storm drain system is -3- SITE SCA LE ; 1"=1000' VICINITY MAP SILZ COMMERCIAL DEVELOPMENT S 179 - I - 4- saize3 ta intercept and convey West 44th Avenuz runoff resulting from a five-year return storm. PROPOSED PROJECT DESCRIPTION Existinq buildings and trees will be cleared from the site and a new commercial buiiding with related paved parking and landscaping will be built. No major site grading is proposed. The buildinq will be sited and parking lot grades will be established by shaping and grading of on-site matetials with paving materials and structural building pad fill being imported. Site grading will not require large quantities of soil to be either imported or removed as spoil. Tabor Street will be widened and improved as part of the development and a certain amount of embankment will be placed within Tabor Street right-ot-way for this purpose. FLOOD HAZARD AND DRAINAGE STUDIES RELEVANT TO SITE The site is within the Major Clear Creek Sasin but is more than 2000-feet away from the main Clear Creek channel. The site is outside of the Clear Creek 100- year flood plain and is not the specific subject of any major flood hazard and drainage study. -5- a portion of: FLOOD INSURANCE RATE MAP CITY OF WHEAT RIDGE,COLORA00 COMMUNITY PANEL NUMBER 085079 0005 C FEBRUARY 4 , 1968 \ LI MITS OF FLOOD 100-YEAR PLAIN 5179 -I - 6 - HISTORIC DRAINAGE CONDITIONS MAJOR HA5IN 1. Relation to Major Baein Channel: The site is more than 2000-feet away from the natural channel of Clear Creek. 2. Major Basin Characteristics, Topography, RunoFf, Use, Cover, etc: The Clear Creek Hasin, both upstream and downstream from the site, in general, is of urban character. Originally in low density residential and agricultural uses, the imroediate neighborhood, through development and re- development, is becoming commercial in nature. Because there are no nearby distinct natural channels, locally generated starm water runoff travels overland, to the east, until it eventually finds its way into the Clear Creek channel. SUBBASIN AND SITE DRAINAGE 1. Initial and Major Storms: Subbasin H1 This 1.4 acre otf-site subbasin, west of the site, is assumed to have surface characteristics similar to "light industrial" land use. No storm water detention facilities are apparent within this subbasin. This subbasin is identified on the map on Paqe 4. Runotf rates are shown below. *See additional discussion on Page 9. Q" = 0.7 cFs Q,r~ = 6.9 cfs Subbasin HA Historic flow from the 0.89 acre site itself has been discharged across the northeast boundary of the subbasin without either detention or channelization. Historic runotf rates from Subbasin HA are as Follow: Q~ = 0.7 cfs Q1o~ = 2.7 cfs * July 16, 90 Amendment -7- 2. Effect of Historic Flows upon Adjacent Properties: Historically, major and minor runoff from tnls site has been in an overland dispersed manner across the northeast corner of the site, and then northerly, along the west edqe of *Tabor Street, within the Tabor Street riqht-of-way. * July 16, 90 Amendment -8- FROPOSED (DEVELOPED) DRAINAGE SYSTEM CRITERIA 1. Size Subbasins: Oft-site Subbasin H1 has been discussed under Historic Flow Conditions. *Proposed site improvements will elevate the northwest corner oP the new building in order to allow as much site drainage as possible to be directed to the intersection of West 44th Avenue and Tabor Street. As a consequence, 100-year off-site flow approachinq trom the southwest will be deflected to the north, beFore continuinq its overland travel to the northeast. Possible unfavorable etfects of thfs flow detlection will be largely compensated tor by the redirection of former on-site runotF, From a northwest direction to a southeast direction. As a result of development, the site (historic Subbasin HA) will be redivided into developed subbasfns shown on Page 12 and on the Drainage Map and Plan. SUBBASIN D1 is the large central portion ot the site and will consist of buildinq root and hard surfaced parking area. Runoft trom this subbasin will be detained in a parking lot pond, with controlled discharge to an existing storm drain system in West 44th Avenue. Pond overflow will be southeast, across a landscaped area, into the intersection of West 44th Avenue and Tabor Street. The area of Subbasin D1 is 0.703 acre. SUBBASIN D2 is the landscaped buffer area adjacent to the back of walk alonq West 44th Avenue. The small quantity of runoff generated Within this subbasin will be discharged, undetained, into the street gutter. Subbasin D2 has an area of 0.035 acre. SUBBASIN D3 is the landscaped buffer area adjacent to the back of walk along Tabor Street. The small quantity of runoff from this subbasin will be discharged, undetained, into the Tabor Street gutter. Subbasin D3 has an area of 0.035 acre. SUBBASIN D4 is a narrow band of pavement and landscaping along the west boundary of the site. A small quantity of runoff generated within this subbasin will be discharged, undetained, to the northwest. Subbasin D4 has an area of 0.059 acre. SUBBASIN DS is a very small area of landscaping at the * July 16, 90 Amendment -9- northeast corner of the site. The negligible amount of runoft generated within this subbasin will be I~ discharqed, undetained, across the north boundary oF tne site. The area of Subbasin DS is 0.012 acre. SUHHASIN D6 is a narrow strip of landscape and pavement along the north line of the site. The small amount of undetained runoff trom this subbasin flows off-site to the northeast in a non-concentrated manner. Subbasin D6 has an area of 0.046 acre. 2. Hydrologic Method: Runotf from the subbasins will be computed by means of the Rational Formuia Q=CIA, in accorfl with the DRCOG Drainage Manual. , 3. Desiqn Storm Frequencies: An Initial Storm frequency of 5 years and a Major Storm trequency ot 100 years will be used For drainaqe system design in accord with the proposed commercial land use of the site. RUNOFF Developed Flov Rates and Paths: Developed flow rates from the on-site subbasins are as listed below: QS Q100 SUSBASIN (cPs) (cfs) PATH D1 2.75 5.69 Through Det Pond to W. 44th Ave. D2 0.07 To W. 44th Ave., undetained D3 0.01 0.06 To Tabor St., unfletainefl D4 0.08 0.24 To offsite northwest, undet.ained DS 0.03 Across N. site boundary, undetained D6 0.06 0.18 To oPf-site northeast, undetained. -10- DETENTION 1. Volumes Provided: The proposed detention point will provide the following storaqe volumes: 5 YR. VOL. (cu ft) 100 YR. VOL. (cu ft) 1,480 4,300 2. Release Rates and Routinq of Releasez MAJOR STORM Release Rate Detention POND SUHBASIN to oPf-site (cfs) Volume (cu ft) 1 Di 0.60 4,300 D2 0.07 D3 0.06 D4 0.24 DS 0.03 D6 0.18 RUNOF£ SUMMARY Historic Q,no site runoft Allowable Q~o~ site runoff (per DRCOG) Proposed Q,oa site runoff 2.7 cfs approx. 1 cfs approx. 1 cfs -11- a r ~o m SU88ASIN D5 p o e o ° orea =Q012 A ~ o „ o to a o 'III 8 v o ° v SUBBASIN D6 areo = 0.046 A g - i n 0 o ~ Z SCALE: 1= 40' a it m BLDG. Vl O p0.08 cis M o-- D4-I VO-0:24 . 2 n POND 1 :D vo1.=4300 c.i. 080 0.01 crs _i Q100= 0.06 e}s SUBBASIN Di ~ area = 0.703 A 3 , x o~ . S a oreo=0.035A, Os, P1~ o u 000~ cf1o ~ p q f V h o 'sp o ~ g t a S I L Z COMMERCIAL DEVELOPMENT S179-I -12- CONCLUSIONS DISCUSSION OF THE IMPACT OE IMPROVEMENTS 1. Benefits: Improvements proposed for the site will collect and convey surface runoff, through a detention pond, to a storm seNer system in the intersection of West 44th Avenue and Tabor Street. Storm water detention will reduce the historic (present) rate oF inajor storm runoff from the site, from approximately 3 cfs to approximately 1 cts. 2. Adverse Impacts with Solution to Mitigate Impact: Proposed commercial improvements will generate a higher rate of storm runoff from the site. Detention of storm water will reduce the actual discharge to much less than the present rate. COMPLIANCE WITH APPLICASLE CRITERIA Storm Water drainage calculations have been performed in accord with the DRCOG Drainage Criteria Manual. AREAS IN FLOOD HA2ARD 20NE None of the proposed improvements are within a designated flood hazard zone. tted, / .te lcl Rich L~DJH . ~ nY Reqi ed Prof Colo .#2egist nal Enqineer n No. 25088 -13- APPENDIXES HYDROLOGIC AND HYDRAtJLIC COMPUTATIONS -14- LANE ENGINEERWG SERVICE, INC. JOB TITLE 611-z covv~n'lc~c~ AL DCV~tot~v»~~1T SUBJECT D2A(rJALE napa2T JOB N0. 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' ~ 7 I ~ . . . . . ~ ..i . , . . • . ' ~ . . . . . . . . I t_ , . . _ . . ' ' I i ~ , . ~ T 1 ~ . ~ ; ~ ~ - i- -i- - •f ` , . ~ _ ' _ , ~ , ; ~ 1 ~ r Q~_F~ ~ i --j- ---a- ~ LA lQ 11 i ~ f ~ _75 444 ; I y ~ - ' ~ ~ - --t-~-- , ~ i ~ ~ ~ -E-E--- i i- 44~~e~ I ~ ~ ~ -i---' r-~- O~.QL~ h!..L i ITn-O~fs~:7ef ( , . ~ - i - - ;--r- J , - , 7:_ . - - ; LANE ENGINfERING SERVICE, INC. JOBTITLE sILz cnmMi-=2cIAL- SUBJECT DRAiNiac:F= Q-~Pa2T JOB NO. 517°t-I PREPARED BY D0~,.P DATE AP2 °+n ~ _A i i Q 1- I 7 0 3 ~ ~ • 12 ~ -O• 0- , - ~ . ' ~ - ~ , 1 0, 0 4 - -4- - - - ` ~ ~ - - , - - i - - ~ _.D_4_ 0, O 59_. 0 . 0 1 o, O i.` 0. 012 : _ - 0. b 1 i • - - _ _ 0.04~ o,ol _ _ _ SHEET 2 6, OF ~ y , r ~ LANE ENGINEERING SERVICE, INC. ~ JOBTITLE sli_z comvyii:-=:F--crA~ t~~~toPvne~~r' SUBJECT D2AiNAC~ C-- R E~T~ V2 T JOB NO. S179-/ \ PREPARED BY 144 DATE Wl~wi 90 ~ i 4 =itv~re;cl .Pc ~ VD G- ! gie~cv,ilol'--~-- - ! ~ I i I I 10 tf"uVI aetatH~o~; K-~S, _9 4 i 198_O ~ ¢105---. ~b.~___;__I 67 ' 23 40 171 ~ ~ 1 1 i , ~ i . . . . . . . . i.~ . . _....l._' , ' : -r _ . . : . . r. . . . . . . ' . 1 . . . . . . , , . SHEET 2 7 OF_ LANE ENGINEERING SERVICE, INC. JOB TITLE si Lz comrn7-~2c(aL- SUBJECT 3:)Y[i ilnve P.,anr`_ JOB N0. S179-1 PREPARED BY 04,P DATE 6'VlCttir `!O ~ , * ; r t - , + • _ 3 GiQ ~1453 ~m , 4b8 ' ; 9-9 a~-- -1440 L2; 59 i I 4o ~ ..,;__--jIS? i,~ _5 . o? 1 :_J.aB.o t I /1 Q-'] G ~ O a 2 Q '7. 7 0 LANE ENGINEERING SERVICE, INC. JOBTITLE s~L-z cr) w rr-) E~-= nci~L- D F--- J i--Ln P01 iFLr-~T SUBJECT JOBNO. si7 `i - I PREPARED BY DATE `90 ~ _ .3. `-'--,i. .__-V_., , SHEET ~ OF LANE ENGINEERING SERVICE, INC. JOB TITLE s iL-z covnNnt2c~A~. SUBJECT D2Al,.tA,-:T=. JOB NO. 5179 PREPARED BY DATE N1Lc,r.l 90 NoT~ - 1-;--~- - I - - - --t ~}c~'c 17 ~1vv\ 9 1 Amev.cvY;"-~v.Jj' SHEET ~'~9 OF LANE ENGINEERING SERVICE, INC. JOB TITLE SiL.Z r) VY) VYI - CI L 17~/ ZnPVYI-i' SUBJECT DRAltiiAc,- 12 i~2-T JOB N0. 6)7~f-I PREPARED BY ' DATE tti1rLr `l I ~II~. 'C~'L~°- , ~CLP/ G({~.~ c t t~ pC D e v1 u P~' I(~ 1 5 v v'/1 ~ _~-L-(9~!1~,~L:\St'✓S ~L.u ~i'V~ Gl. .VI~LI,~ O~ L~d ~OS. . - - ~ ~ . . . , . ~ ~ : . = ' , t ~ - ~ i - _ ro p _ / a~~^ate , lO,o Nz K -Al Y t d pUTLL'T 4 A = <o,o5os~o,~ (Q ' P, Pt ~y 3,14-/~ O, z5 2~ = 3 q, C~ 1. G r ' . _ P Pe ih I f+ ~nv, ¢.67 _ ~ 1'11 G(.f 9 1 ~ na Gti~' 0 l SHEET-3Q_ OF LANE ENGINEERING SERVICE, INC. JOB TITLE S\L-Z CnYYi vV~ t=2 C i/~ t- S~ L-~1~ nPYYI ~lT SUBJECT b2Ainj Ar C' f-Zt==-F-431?T JOBNO. .'_.!7"1 PREPARED BY 42'"14 DATE 14'191 ~ r~ - i a.~.-inc~. c~~c~~~~er- ori~ice .~~o~e w,(( b~ IK~ Ioy .c~eLri s, p c--YLo~ r-- `k~- ~?~X' w~ d~ s c~C~"c~ E r.o~ v~ v..t_SGV✓~e e. w~- i~ r uy' i.ci~ All 1. [ yn c. L.c"A fZ4 _ wi ~ rt Vl ~1' ,~~<<u~~2v~GItiLt , ~e- ~ I ( .~c.c 44 Z`5 ~ , e (ly'.. L ~ _ ~ SY✓~c,~~1 ..d~~r~_~~~lr ~~~~e~ w~1~ ~L~-,~ ~ c~r~~ ~~rz~t 5~1 cpri C~cC~.-~.L- DL1/ELLOP) ^:.Jlo~( -~ra;r~4~~ f) U i~ CfA ~'-dC wG:.~'_-r • 44, C' ~ 'i-~~11C.~ ..~!''~.T ~C✓ r ~'I E G~'G cL° l r ,i ✓ ~il~~e I✓L ~!"~e ~fz:_iY c~-nr fJ'-lL: E a~ ~_V~ &_..*t~ cE ~r- , _ i7 m C(~ 9 1 /ii~lYitn c-l' Ih' - .r' ~ ~ SHEET 31 OF LANE ENGINEERING SERVICE, INC. JOB TITLE 51 Lz SUBJECT DQAWAGC ~2~Poi~T JOB N0. 517c~-I PREPARED BY Di,1/1e DATE Y~1ti--r ~11 ' ; ~ o r .O 2/Yl-d ~~I~ .,l'~ C L~e ~r✓V'~ o~'~ ~ri t.~. v~ (W (r Cl kC(4e LC : 4-~)e.~~ ( - i ~ _ . __:1~ i ~c ~ a.r~_e P~Pe r r~--r~~~_ i~~-~ ~i ; Gu-~~G t • - , p ~ . ~ . ' r S~: V,-~ .e j 0 ~/y~ ~~.r?', ✓cr'J~ a r ~_Ol C.~ ,C~.R._.~' I.-~ ~ ~t'r'~..t~ . ~ _ i j- ~ ; ~ _ ~ ~ _ _ A I ~ i ~ i r y-~ D ( 10 o__ ~ --p- ~ - ; _ , ° - I ~ Y rt ~ AAfr;--~a~9~_~ ,,ac~_cl eNrIC~G''C~ . vn SHEET -31- 1 OF ~ Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Unirorm floW Worksheet Name: 5179-2 Comment: GUTLET PIPE FROM SIL2 O.D.P. INLET Solve Eor Actual Depth Given Input Data: Diameter.......... Slope Manninq's n....... Discharge.......... 1.00 ft 0.0100 ft/ft 0.009 2.40 cfs Computed Results: Depth Velocity.......... Flow Area......... Critical Depth.... Critical Slope.... Percent Full...... £ull Capacity..... QMAX @.94D........ Froude Number..... 0.48 ft 6.44 fps 0.37 sf 0.66 ft 0.0036 ft/ft 48.01 % 5.15 cfs 5.54 Cfs 1.86 (flow is Supercritical) Open Channel Flow Module, Version 3.21 (c) 1990 Haeatad Methods, Inc. * 37 Hrookside Rd * Waterbury. Ct 06708 ,,'~E I 7 J ~ n. 91 A m e~c~ wi 2r~fi' ~ 31,2 LANE ENGINEERING SERVICE, INC. JOB TITLE 51 LZ co✓rilhl E~ct P,L t~C:1 m- rYT SUBJECT 2, JOB N0. si-7c1-I PREPARED BY ~ DATE W 2Iv'_;_. ~;t..C~s.~-r1C1.._~^~JI_~~~ d,et~rv~.~__~ v✓1it1~ ctilc,~?:~?Gi~J~C.._J.1i. ri%io~t° _l~G1L ~~t.GWtvt E - - _ - ~ . _ . , . ..a . e ~ 4 o ~ ' C ^ . SHEET OF STANDARD DESIGN TABLES AND CHARTS -33- DRAINAGE CRITERIA MANUAL TABLE 3-1 (42) RECOtT1ENDED RUNOFF COEFFICIENTS AND PERCENT IMPERVIOUS RUNOFF LAND USE OR PERCENT FREQUENCY SURFACE CNARACTERISTICS IMPERVIOUS 2 5 10 100 Business• Commerclal Areas 95 .87 .87 .88 .89 Neighborhood Areas 70 .60 .65 .70 .80 Residential• Single-Family * .40 .45 .50 .60 Mu1ti-Unit (detached) 50 .45 .50 .60 .70 Multi-Unit (attached) 70 .60 .65 JO .80 1/2 Acre Lot or larger * .30 .35 .40 .60 Apartments 70 .65 JO .70 .80 Industrial• light Areas 80 .71 .72 .76 ,82 Heavy Acres 90 .80 .80 .85 .90 Parks, Cemetaries: 7 .10 .10 .35 .60 Playgrounds: 13 .15 .25 .35 .65 School r. 50 .45 .50 .60 JO Railroad Yard Areas 40 li .40 .45 .50 ,60 Undevetoped Areas: Historic Flow Analysis- 2 (See ° Lawns") Greenbelts, Agricultural Offsite Flow Analysis 45 .43 .47 .55 .65 (when land use not defined) Streets• Paved 100 .87 .88 .90 .93 ; Gravel 13 .15 .25 .35 .65 Drive and Walks: 96 .87 .81 .88 .89 ey°• ~ ~J. ~ Roofs: 90 .80 .85 .90 .90 . ~ • . ~ 0 O 05 20 ~ i { Lawns, Sandy Soil 0 .0 . l . . 4 : Lawns Clayey Soil 0 .05 .10 .20 .40►,;4 ~ , .r NOTE: These Rational Formula coefficients may not be valid for large basins. " *See Figure 2-1 for percent impervious. 5-1-84 ExHIE~IT No- 1 DRAINAGE CRITERIA MANUAL 50 30 F- 20 z W U ¢ W IL 10 2 W a O 5 ~ W ¢ 3 ~ O U 2 ¢ W Q 3 t .2 .3 .5 1 2 3 5 10 20 VELOCITY IN FEET PER SECOND 5 .1 RUNOFF z ' 3 0 / ~ 3 4 v ° ~t y o c = 4 =o .~i tl J ~ o r r ~ S ro V V¢ y J v J r y a~ a~ e • ~v° o r i Q V ~r v ~tr, S 3 e y ~ 3 r o o y ~ ~ g e~" 4~ 4 r ~ ~ ~ O 4r . FIGURE 3-2. ESTtMATE OF AVERAGE FLOW VELOCITY FOR USE WITH THE RATIONAL FORMULA. t MOST FREOUENTLY OCCURRING "UNDfVELOPED" LAND SURFACES IN THE DENVER REGION. NEFERENCE: "Urban NydrologY For Small Walersheds" Teehnical qelaaaa No. SS, USDA, SCS Jan. 1975. 5 -i'84 . URBAN ORAINAGE i fL00D CONTROI DISTRICT , E x?--1 ! i I i I~ p,~ 4)r~E~r 7106E DRAINAGE CRITERIA MANUAL too 9 8 7 ¢ ~ 06 x m W 6 W 5 S V 2 t 4 > r H Z W Z 3 2 1 O 0 RAINFALL ~ ~ lo \ • ! ~ • / \ Z ~ . ' 4 ~ 1 1.40 2 yEqR 10 '20 30 40 50 TIME IN MINUTES ~-t ~un_ ~~p~~~Ai1'r~ ,•~•'f u~~~~nT L.t~ E FIGURE 5-1 EXAMPLE 5.2 TIME - INTENSITY - FREQUENCY CURVES T. 3 S. , R.66 W. rp& so !O ~ Z 60 5-1-84 ~c H IM I T URSAN DRAINAGE i fLOOD CONTROL DISTRICT NO' 3 DRAINAGE CRITERIA MANUAL TABLE 3-2 AILOWABLE RELEASE RATES FOR DETENTION PONDS - CFS/ACRE SOIL GROUP CONTROI FREQUENCV A B C 3 0 2-year 0.02, 0.04 0.06 5-year 0.07 0.13.. 0.17 10-year 0.13 0.23 0.30 25-year , 0.24 0.41 0.52 100-year 0.50 0.85 1.00 5-i-84 RUNOFF ExH~ZiT Na. 4 r SECTION 3 y ~ / HYDROLOGIC SOIL GROUPS ~ ~ 0• ThTs seetion gTves definitions of four soil groups that are used (n determining hydrologic soil-cover canplexes, which are used in a method for estlmating runaff fran rainfall. Deflnittons The hydrologic soil groups, according to their infiltration and trans- mission rates, are: A. (Low runoff potential). Soils have high infiltration rates even when thoroughly wetted. These constst chiefly of deep, well to excessively drained sands or gravel. These soils have a high rate of water transmission in that water readily passes through them. B. Soils having moderate infiltration rates when thoroughly wetted. Thzse consist chiefly of moderately fine to moderately eoarse textures. These soils have a moderate rate of water transmission. C. Soils having slow infiltration rates when thoroughly wetted. These consist chiefly of soils with a tayer that impeded downward movement of water or soils with moderately fine to fine texture. These soils have a slow rate of water trans- mission. D. (High runoff potential). Soils having very slow infiltration rates when thoroughly wetted. These conslst chiefly of clay soils with a high swelling potential, soils with a permanent high water table, soils with a claypan or clay layer at or near the surface, and shallow soils over nearly impervious material. These soils have a very slow rate oF water trans- mission. Source of Data Most local Soll Conservation Service offiees have some type of soTl survey data for their area. Much of this existing data was mapped wtth soll symbols. These symbols can be converted into the proper soil series name with a table available at the office where the data is on flle. Once the soil series is known, the soil can be placed into the proper hydrologic soli group. LxH,eoT No. 5 SITE IMPROVEMENT PLAN SET -39- SITE IMPROVEMENT PLANS Drainage maps, plans and construction details associated vith this report are a set of 5, 24"x36" sheets bound separately as SITE IMPROVEMENT PLANS, Silz Commercial Development, and are listed below: SHEET CONTENT 1 Cover 5heet and Table of Contents 2 Grading and Drainage Plan 3 Tabor Street Plan and Profile 4 Cross Sections and Profiles 5 Construction Details -40- DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8791 BUILDING INSPECTION LINE - 303-234-5933 ` CITY OF WHEAT RIDGE Date : 4/19/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 11801 W. 44th Ave Phone : 303422-4223 Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity 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 fWl responsi ity or compliance wit the Wheat Ridge Building Code (U.B.C.) and all other applicable WFj~~t dge ordinan, work under this pgrmit. (OWNER)(CONTRACTOR) 1/ Construction Value Permit Fee Plan Review Fee Use Tax Total Use: Description : Face change only. $1,000.00 $15.00 $0.00 $25.00 $40.00 Electrical License No : Company: Plumbing License No : Company : Mechanical License No : Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (7) This permitwas issued in accordance with the provisions set forth in yopur application and is subject to the laws of the Sta[e of Colorado and to the Zoning Regulations and Builtling Code of Wheat Ritlge, Colorado or any other applicable ordinances of the City. (2) 7his permit shall expire if (A) the work authorized is not commenced within siaTy (60) days from issue date or (B) the building authorizetl is suspended or abantloned for a period of 120 tlays. (3) If this permit expires, a new permit may he acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans antl specifications and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abantlonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be tlone [hatwill change the natural Flow ofwater causing a drainage problem. (5) Contrector shall notiry the Building Inspectortwenty-four (24) hours in advance for all inspections and shall receive wntten approval on inspection card before proceediing wiih successive phases of the job. (6) The issuance of a pertnit or the approval of drewings and specifications shall not be consWetl to be a permit for, nor.an approval of, any violation of [he provisions of the buildjng rpdespr any other ordinance, law, rule or regulalioa . Building ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DNISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPLICATIo N Property Owner;_'.i,4~ , Property Address , 1 Contractor License No. Company 1 Li- 'i` CU-21 ^ Pnone : 30 `3 4 Pnone : 3e~~--~ aa a a3 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : .Ij&VQ . Permit Fee : Use Tax : Total : I hereby certify that the setback distances proposed by this pemit 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 Wheat Ridge Building Code (U.B.C.) and all other applicable Whe,4 F}Age ordmances, for work under ihis permit. (OWNER)(CONTRACTOR) SIGNED ~ DATE " 1 ! Description BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approvai: Zoning : Approval: I Approvai: Occupancy : Waiis : Roof : Stories : Residential Units : Electricai License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approvai : Approval : (1) This pertnit was issued in accordance with Ne provisions set forih in yopur appliw6on and is subject to the laws of the State of Colo2do and to Ne Zoning Regulations antl Building Cotle of Wheat Ridge, Coloredo or any oNereOPliwble oNinances of Ne City. (2) This pemit shall expire i( (A) ihe work authonzed is not commenceC vnthin sixry (60) days Irom issue tlate or (B) ihe building authorizetl is suspended or . abandoned for a penod of 720 tlays. (3) If ihis pemit ezpires, a new permd may be acquired for a fee of one-halHhe amounl normally required, provided no changes have been ar will Ee made in the original plans and specifiwtions and any suspension or a6andonment has not exceeded one (7) year: If changes are made or i( suspension or abandonment exceeds one (1) year, PoII feesshall be paid for a new permit. . (a) No work o( any manner shall be Cone thatwill change the natu2l ilow of water wusing a tl2inage pro0lem. (5) Contractor shall no6(y the Building Inspector lwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection tarU hefore roceetliing with successive phases of lhe'ob. (6) p The issuance o( a pemit or Ne approval o~d2wings and specifications shall not be consW ed to he a pemit for, nor an approval o( any violaUon of the provisions of the building cotles or any otherordinance, law, mle ar re9ula6on. Chief Building Inspector DZOARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 4547 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 2/5/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Properry Owner : Property Address : 11801 44TH AV Phone : 422-4223 Contractor License No. : 17214 Company : Heinz N. Silz Phone : 867 5207 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $500.00 I hereby certify that the setback distances proposed by this permit application are accurate, Pef1711t Fee : $22.00 and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or easements or restrictions of record; that all measurements shown, and allegations covenants Plan ReVlew Fee : $0.00 , made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Use T8X : $6.00 Code (U.B.C.) and all other applicable Whe , dge ordinan es for work under this permit. IGNED DATE 5-'7 1 7 Total : $28.00 (OWNER)(CONTRACTOR) S Description : REMOVE INTERIOR WALL, EXTEND PRESENT STORE WEST 34'-THE WALL IS NON-LOAD BEARING Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company: Expiration Date : Approval : Expiration Date : Approval : Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to fhe laws of the S[a[e of Colorado and to the Zoning Regulations and Builtling Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) the work authorized is not wmmenced within sialy (60) days from issue date or (e) the building authorized is suspended or abandoned for a period of 120 tlays. (3) If this pertnit ezpires, a new permit may be acquired for a fee of one-half the amount normalry required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceetled one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work oF any manner shall be tlone that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building InsQectorhventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before mceeunny wmi suweaanv u. o oi L io jw. (6) he issuance of a permit ort e approval of drewings and specifcalions shall not be construed to 6e a pertnit for, nor an approval of, any vioiation of the provisions of the kAiildinacodes or aFlV,O[her ordip2nce, laW, rule or regulatlon. iilding Inspector PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDWG INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION QEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner :("1 L' / Il Z XProperty Address : r/go ~c /W , v~ ,~-Contractor License No. : ~/~/°1 ~ r~ ~ Company : ~L~ / Building Permit Number : Date : ~ Phone a' 4A a a 3 Phone:9 70 - 96 1 5~07 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT C V I I hereby certify that the setback distances proposed bythis permit application are accurate, and do not violate applicabie ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge or inagces, for work under this permit. ( (OWNER)(CONTRACTOR) SIGNED DATE -5_ es~ r~~7qtion \ d-a'~c ~trOxY~~'/y~y"~L r UILDING DEPARTMENT USE ONLY 2omg~;o~ m~FFY"_eitits'~1 Approval: Zoning : Approval: Approval: Occupancy : Walls : Roof : Stories onstruction a ue . ~ Permit Fee : - Plan Review Fee : Use Tax : Total : SIC : Sq. Ft. : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: El l~P,Id_''fis?R~"tcelm rl~~ed (1) This pemit was iuuetl In accoidance with the provisions set torth in yopur applica6on and is sub'ect to the laws of the State of Colo2do antl to the Zoning Regulations and Building Code of Wheat Ridge, Colo2do or any olher applica6le ordinances of ~e Ciry. (2) This pemit shall expire if (A) ihe work authonzetl is not commenced within sizry (60) days from issue date or (8) lhe building authorized is suspended or abandoned for a penod of 120 days. (3) If lhis pemit expires, a new pemit may be acquired for a fee of one-half the amounl normally required, provitled no changes have been or will be made In the original plans and speG(catlons and any suspension or abantlonment has not exceeded one (1) year. If changes are matle or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pemit (4) No work o( any manner shall be done ihat will change the natural Flow of waler causing a drainage problem. (5) Contractor shall noli(y the Building Inspeclor lwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card betore proceediing with successive phases of the7'ob. (6) The issuance ot a pemit or ihe approval of d2wings and specifications shall not be wnstrued to be a permit for, nor an approval ot, any violalion of lhe provisions of the building codes or any other ortlinance, law, rule or regulation. iief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ESCROW.AGREEMENT . . . . . . rr q ' LANDSCAPING -T0: City of Wheat Ridge - P.O. Hox 638 Wheat Ridge, Colorado 80034 . The sum of One thovsand and ro/.1000 DOLLARS 1000.00 ) to be held in escrow with Ciiy of.Wheat Ridge . (City of Wheat Ridge, Option D) . (Bank, Option E) untii landscaping is completed at 11801 W. 44th Avenue Description) Wheat Ridge, Colorado by H i S17 (Contractor/Developer/Owner) The City of Wheat Ridge shail have the absolute right to withdraw the Escrow fundsfor the purpose of completing the landscaping o£ 11801 W. 44th Avenue should Heinz Silz - (COntractor/Developer/Owner) £ail to complete or provide said landscaping prior to the date of May 24, 1995 The only requirement to withdraw the Escrow funds in behalf o£ the City o£ the City, executed by the Director o£ said Department and witnessed by the Mayor of the City of Wheat Ridge. Said letter shall state that the landscaping, as above set £orth, have not been completed or providec by Heinz Silz (Contractor/Deveioper/owner) and-that the date o£ has expired. (over) ~ m ~ ~ N sto U f-i T c3m aP' ~ v nw o h a 0 ~ >4 U 0 ~ ~Wm z a'C E 075 a H oni nvD m=c Y~I V QW g ~00 x~ o v Q C p cti~ O~<'`o c a~v ~a o ~ ol 44 z t ~amw al 0 F=R'i~ ~ ``om$ ~ I W a u3. 3p a °c m m° L17 ~ r, O P' O0.L.. j E 1 !~Q C~ oy ~m °a°m ~ U F t c E c« H m°ENcm W z `m~ U W ° F~1 a m> a o Wn°U~ ° F ~ w L c E'' W >~'av ~ V m9mW a c m m U ~ (p pp V - O m r m Q ¢ ~ 0tl1ma o m ~ t L L Fn33 3 m m a) ~ ~ ~ Q X V v ~ ~ O 00 ~ N w 2 G 0 a ~ ~ d .Si V 'V N N ~ X ~ ~ H c~ W rn O o 00 a N G 2 a fn .`C y Z N Z - ~ 93 O x O Q U ~ ~ Q ~ W a W w r F a Q Z Z O (7 s O U a ul m c m a c a m U O ~ O n 0 0 « 3 m c a U Q ~ m a t ~ 0 m U ~ m m~ ~ c o m; ~ U E m m a a ~ 00 c m p c u~ {p U L ~ U :E o z C3 `o n o c ~ ~ c c E v ~ Q m p m c c U r~J T ~ f LL S 0 c 3 4L8V#V68 uaawnHywuaa DATE: 4-21-95 A CERTIFICATE OF OCCUPANCY HAS BEEN REQUESTED FOR: 11801 W 44T1I ave , PURPOSE OF STRUCTURE: Building Dept. Approval: Remarks: ~ Zoning Approval : Remarks: V : l~ J~ v,~~ .~z a ~'r / DATE : 4_z1-95 TO: PUBLIC WORKS DEPARTMENT FROM: Building Department RE: The property at11801 W 44TH AVE has been signed off by the Building Department and is ready for a CO inspection. Once the inspection has been completed, please inform the building department as to the status. Thank you. 60 . +)2~ ~ 15 cs I > 0 ~--f--~ ~ o m y ~ ~ N 7t- ~f X X X- ~ ~ :4 O O w v m m C) Z " m o m z x 0 0 C ' N m ~ a m b z ~ ~ > a C) I ~ cn TABOR STREET a 2 ~ 2 m 0 r C. ~a roZ~ z° i ~ 4$_ ~ ~ 0 ~ O ~ C m 0 ~ ~ 0 z ~ o" M r Y 2 O ~ n (a o m O W C n7 ni m z A m> xm zz Wo H' 9 N W ~ HEINZ N. SILZ 1- THEA MAE SILZ 15745 HWY. 34 867-5207 FOflT MORGAN, CO 80701-8306 PAY TO THE C~./e CF2nzP/e/vf~,f,a.tee~,a~n/c P.O. 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Q~ 0 ~ _ ~ NOtISES ,~fl 0 C. = , „ ~ ~~r~ ~ - ~ _ _ 60 0__ C.C. _ c~~a~. r~ _ ~ _ , o~ , 34'0" ~ : ~ ~ ~c ~ y' E' ~ S' I Q ~ j~ i '~Za~ ~ ~ - J~ I ~~~f I~ ti~ ~I ~ f~'~ ~ ~ NCO ~ ~ ~ r- O ~ l~ ~ j ~ s; i ~c I't~b q ( \ j i ~ ~ ~`iM~1 O ~i ~ Vy'' II + ~ ' ~ ' 4- ` ~ ~i ~ I! ~ I~ C I f~ I b _ ~ - I ~ , ~ ~r i r*~ ~ _ _ n~ ~ I ~ \ ~7 _ ~ ~ , - . „_.------'k-- \ ~ i ~ q ~ ~ ;I ~ ,F , r~ I f ~ ~ i~ 1 ~ ~ ~ ~ ~ ~ i _ , , _ il ~ i r \V' i~ r ~ ~ ~ i~ ~ ~ ~ ~ t~ - ~ _ _ _~l_,. l ~ r~ s ~ ~ ~ F- - - - ~ ~ i L ~ ~I ~!f 1. ~ ~ _ {3 ^y, . ~ ~i ~ ~ ~ ~ !3 ~ ~ ; ~i ~ ~ I( ~ ~ r.. I~~~ i~~~ II ~I ~!~a ~i ~F ;i ~ ~ ~I ~ ~I ~ ~ a ~ ~ ! ~ z i~: { ~I ~ ~ , ~ 'U c,, ! ; i ' ' c~ i ~ ' ~ Q ~ , ; F, ~ ~ ~ i ~s r.. i ~ ~ c I ~ ( 't ~ i I 0 , ~ ~ ;'i ~ , E ~ ~ f ~ ii 1 al ii , , i-^ ~ ;I ~ ;i ~ , ~ li ij . ~ ~ ~ ~ I ( ~ ~ i ',~I ii' ~ ( ' * ~l. ~ ~ ~I~ , ; - . ' ~ ~ --~__J~.~. ~~....,..._~__.i~ ` . - , _ ~ ~ , , _.11 . , I~ I t, ~ _ ---~x,:= ~._::.:..r - _ of ~~k-~ ~ T-7 ~ ~ . ~4~ i ~ W W I~' ~.I ii ~ ~ ~ . 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Ei il ~ ; ~ ~ 4 ~ ~ ( ~ ~ ~ ~D ~ ~ r biJ _ I ~j ;I i ,'i r-O ~ ~ ' ~ ~ _ ~ . r z ~ ~o - ~ ~i , ~ ~ ~ - _ ~ ~ I~ ' ~ ~ i i ; ~~~i ~ ~ ~ ~ ] ~r~~ \ i ~ (,f~ ~ ~I t,J ~ I~~ . ~ ~ t ~ • i~ ; .:~I ;i : ~ ~ r..:- ~-°---~Ik' ~ , I 1~ -ti~ - . ~ ~ ~ i:. ~ ~il < <i ~ ~ ~y., ~ . A ~ i' il I~j % 't? ~ l~~ . , ~ , ~ ~ ~ i ~ ~ , ~ , ~ ~ , ~ . I , ~ ~r, ~ ~ c rJ i ''i~~ ~ t ~I ~ li ~ i~~i i ~ ~ ~ It ~ , ~i ~i ~ _ ~ il ~ i ~ ~ ~ ~ , ~ j~ , ; ~I i( r ~ ~ ~ ~ ~i li i~ ~i~ ~ ~ ~ ~ I~ I ~ ~ `~'l 1~~ ~ li ~ i~ i~ . ~ ~ . i~ j i~ ~ ~ G~ \ ~j I ° ~ . ~ ~I ` _ If i / ii f W ~ - ~ ~ ^ I ~ i , 1 , , i ~ ~ ~ ~ C~1 ; ~ I F ' ~ ~ _ ~ ~ s I ~ t T~ ~ j ~ i ~ ' ~ ~ r ~k ~ R _ ~ ~ _ i ~ ~ ~ s ~ 4__ , , ~ ~ ~I ' _ ~ i( . y ; ' , ~ ~ ~ ; ' ~ _ _ ~ ~ ~ ~ . ~ ~ , ~ . ~ _ _ ~ , , ~ r ~ ~ ~ _ ~ u ~ ~ ~ ~ ~ - . ~ ~ ~ ~ i~' ~ ~ , , , , ~y ' C~ ~1 - ~ C~ x t , = , C7 - ~ ~ r, , ~ `i r~- ~Fj 'r ~ ~ li ~ i~ ii r~~.. ~ , ~ ~ ~~y.,~d^~ ~J ~ h~ Ta'~Q~ , ~ ~ . ~ ~ ~ ' ~"4 V e'~ ` ~ , J , . . 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' ~ ` ~ ~ ~ . t)'! . ~ ~ ~ , R: x ~ r~. ~ ~ 4 ~ C~ ~ ~ ~ ~ ~ ~ 'U n~ r~' ~ Q r~. 1 ~1 r~ ~ ?a tJ ~t '~a I ~ ,a, C5 r ~ ~ ~ Cp ~ ~ O ~ ~ ~ ~ ~ , b . r- ~ ~ ~ ~ ~ ~ ~a .1, Cy . ~J Q ~ ~ ~ ~ r- ~ ~ ~ ~ "D t~ ~ ~ ~1 ~ ~ `tt ~ t~ , b , ~ . I ~J ,t~; ~ ~3 ~ Q ~ ~`h ~ ~ ~C ~ \ , ~T ~`'"t ~ 4 C~ ~ ~p ~ ~ ~ ~ ~ : ~ ~ ~ ` _ ~ ~ ~ ~ ~p ~ ~ , ~ c~ . ~ ~ ~ . . ~ ~ ~ `C p ~ ~"t . ~ nt ; ~ ~1 ~ ~ ~ c~ • ~o ~ r~ ~ ~ ~ ~ ~ ~ r~'~ ~ ~ ~ ~ ~ b ~ ~ ~ c~ ~ A~~ ~ ° ~ ~j r~ ~`t ~ ~p ~ ~ p ~ s~ ;p ~ i ~ ^r r~ tr► ,'b r p~, r~ V~ ts~ c~ ~4 ~ ~ ; r CO r°~ `C C) ~'~t lb r'' t~ ~ f ~ ° ~ M ""t ~ ~ ~ ~ r ~ p ~p ~3 t'~ ~ ~ : ~ ` ~ ~ ~ c~ ~ `y r ~ ~ t"~ ry r,~ b t~ t~ . ~ cry ~ . ~ ~ ~ CC~ r~ C~ ~ ~ : ~ t"~ ~ ; rh r.. ~ ~v ~ , r,y ~ , ~',O ~ 'p ~ b r't , ~ ~ c~ r"` ~'t ~ ~ a ~ ~ - ~ ~ ~ ~'t ~ . ~ ~ ~ ~ ~ r ~ r*1 ~ ~'`"t ' t~ t,ra C~ ~ ~ h"t r ~ C1~ ~ -r _ v ~ ~ : c~ ~ ~,a~ ~ ~ ~ ; ~ ~ ~ ~ ~ . ~ ~ n1 r`• ~1 ~ , D ~ ~T ~ ~ ~ r~ ~ t__~-. _ _ ~t ~ r, p ~ ~ r,. ~"'t'~ , . ~ ~ _ . . _ ~ .,qp ~ ~3 ~ ; ~ r-. 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I , ( u . , _ , , „ n , _ . . . ~ ~ t f . , . ._e~_ _ .e~.~ . , S a.«~'l"' . . a,..~w. . ~ ~ . ~ - y . ~ r - . , t r.....,.;, ~ ~ t , . .s.. , . . s - _ ~ ~ w„~, _ ~y _ _ . . . ~ ~ h~.. _ s 1 ~ ~ ~ . . : ~ . r_ w , , Ny ° r ° 4 y ; . . _ ~ ~ , F ~ ~M ~ ~ N p.~ x : F ;AS ~,,M~~ _ ~ ~ _ . _ . 3, nr». ........~,a,:.~..... . ~ . . ~ . ` , . ; ~ ~ . ~ , . ~ _.~_Y we_ p ` _ _ ~ N ~ ~ , ~ ~i._ _ ~ ~ a ~ M; m~ . . ~ ~ , . ~ , ~ , _ _ _ ~ . „4~.v.~,_.. . . ; . . ,w 1 ~ . ~`'i ~`.a T E~ ~ . ~ , ~ . m~. ~ ~ ~ • ,~r ~ . _ . a~. _ , ~ ~ , ~ ~ = t _ te... ~ . ~ ~ , ~ ~ ~ t ~ . ~ . ~ ~m~ ~ ~m ~ . _ ~ ~y, , , , ~ f _ . . - a ~ , ~ ~ ~r !q~ ~ f ~ M . ~ ~ ~ . ~ a . . _ . ~ } _ _ __w _ ~ _ ~ z ~ ~ ~ ~ ~ ~ ~ ~ ~e► ~ ~ _ _ _ _ _ , , , , _ . _ w_ ~ _ _ _ ~ ~ ; _ _ . ~y ~ , ~ z ~ ~ , . , ~ i . ~ _ . ~ ~ ~ ~ ~ _u: . m~ ~ ~ , , ' ~ i , , ~ ~k ~ ~ . _ ~ ~ . _ _ ~ ~ ~ _ ~ ~ ~ ~ ~ _ _ _ s - - t~ _ ~ . , ~ ~ ~ , ~ ae . , ~ . ~ , ~ ~ : ~ ~ ~ ~ ~....,~W ~ . ~ _ ~ _ „ _ . y~ ~r; h ~ ` _ < ~ ~,r ~ ~ ~ ~ . _ ~ _ ~ ~ ~ ~ ~ a _ ~ ~ ~ r v ~ ~ ~•a ~r~ ~ . ~ x ~ ~ ~ ~ ~ _E_ _ ~ _ , ~ ~ , w~ r ~ ~ , . ~r ~ .w.ri .r_ . _ 7 , ~ ~ . E ~ ' . _ _ ~ n_ ~ , ~ ~ . ~ ~ ~ ~ 4 .,,a,,_ ~ _ ~ _ ~ ~ ~ , , „ ~ , ~ , s t.~. , ~ ~ ~ _ x , ~ ~ ~ ~ _ ° ~ . r:v. ~ - _ ~ _ a - ~ ~ ~ ~ ~ t ti _ , , . s. . ~ .m _ _ - ~ ~ ° N~ a ~ ~ . . ~ ~ 6"`~" r-----~--- s ~tia : ; , < 1 t~'1 ~j ~ ~~N , _ , w_._._ ~ . ~ . u. . _ ~ ~ . _ _ . ~ ~ r~~ ~ ~ ~ti _ ~ ~ 4 ~ ~ ~ U~ ~ ~ ; ~ ~ . . _ _ ~ b . ~ ~ ~ a . ~ M..~.._r _ ~ ~ . . ~ ~ , . _ _ , _ ~ ~ n a ~ fi.` y~ } a ~ 4~`~ , : ~ ~ _ _ _ ~ ? ~.1 ~ ~ , . _ _ _ _ ,~r ; , ~ , . ~ ~ C~ ~ - ~ ~ ~ ~ j ~ ~ , ~ ~ . ~ ,w , _ _ . . , _ _ _ ~ ~ ~ ~ ~ • ~s ; _ ~ . t , a ~ ~ ~ ' - s „ i > ,.,e , ~ ~"I '~3 . _ _ . . _ _ _ e _ , ~ t~ ~ r.,_... _ _ ~ . . ~ ~ ~ ~ # , _ ~ ~ ~ -:.r. %€D ~"9 ' F , ~ t'" ~ ~ , ~ ~;t ~ ' ~ ~ _ 1'~ _ . n_ ~w _ - _ _ ~ ~ a ; , ~ ~ ~ r., 2, tr~ ¢ ~ ; ~ ~ _ ,r~ g~~r~ g ` ~ _ _ , ~ ~ ~ . ~ _ 3~ na. < . ~ -w». _ - - ' • ` k ~ ~ - ~ ~ ,n~ ~ ~ _ ` _ , ~S: ~ ~ . ~ - 3 _ , _ ~ ~ ~ $ 1 ~ ~ ~ ~'A~ J ~ ~-----r_.~-~-. ` ~ . ,y , r~ ~ ~ , ; , . ~ _ _ ~ _ ~ ~ ,w~ ~ _ . . _ : « < ~ ~ r ~ ~ ~ ~ ~ ~ ~ ; ; i ; ' _ t`` _ ~ _ _ , ~ , ~ -t _ ~ _ _ _ . .r.. f F ~ t , . ~ - ~ . ~ _ . ~ ~ h ~ ~ ' ~ C~~ `b _ , _ : „ _ _ ~ ~ ~ ~ ~ ~ k ~ y~~ . .-`\.~jw~h : 3, f~,' 1_~ _ , . s ~ _ _ _ _ C~ :tt ~'1 C" ~ ? - t $a. ~ R1 ~ . . _ . _ t _ _ _ , ~ ~ _ ~ ~ ~ _ ~ , ~ _ _ ~ a ~ { ~ ~ ~ _ ~ ~ ~ ~g t ~ ~ ! o,~ ~ - ~ . ~ . ~ ; - p ~ _ , a.~ ~ , , . ~ _ ~ _ ~ ~ ~ ~ , ~ . : ~ . ~ ~ ~ . ; ~ r 4, - _ _ . . . _ , ~ ~ , ~ ~ ~ , A _ , , , _ ~ _ 1 _ . ~ ~ . } A.' ~ ~ _ ~ ' ~ ~ _ _ ; . ~ ~ .p~_~ v._ _ ~ ~ ~ ~ , ~ ~3 ~ , . . _ , ! , , ~ - ~ ~r, _ . _ , ~ ~ . . ; _ . _ _ ~ : ~ ~v ~ _ ~ ~ c ~ ~ ~ , , ~ ~ ~ . _ , _ _ _ _ ; : , . ~ ,f ~ r , ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ , _ w~._,.._.. e ~ . ~ . :__._.~.__-__~__m.. ~s.._.__,.._ ~ ~,ag ~ ~ , - s „ ~ , ~ ~ 3a ~ _ ~ _ . ~ ~ ~ ~ ~ > ~ ~ ~3: , E . ~ ~ r_ _ . ~ ~.m, r. ~ b r`~ ~ ; ~ ~ ~ ~ 1~. ~ ~ ; ~ ~ ~ } . ~ ~ ls r ~ ~ ~ , ~t r ~ ~ ~ ~ ~ . . ~h , ~ ~ ~ . ~ c``~ ~ ~ F ~ ~ ~a ~ ~ ~ t ~ ~o tJ p ~ ~ ~ ~ ~ 4 ~ ~ ~ ' , ~ , ~ ~ ~g~ ; ~ ~ ~ O ~ ~ ~ r ~ ~ ~3 ~ C3 ~ ~ . rh ~ . ` ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ; ~ ~ ~ . ~ ~ ~J ~ U3 ~ • ~ ~`i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ` ~ , ~ ~ i ' t~ ~ ~ f'°, 3 ' ~ ~ ~ a (J} ~ , ~ ~ ~ ~ G} ' ~ f~ ~w~ fi ~ I t ' ~r \ c~ ~ , ~ ~ ~ ~ ~ ; ' ; ~ ~ I ~ ~ a~ i ~ ~a ~ c~ r~ c~ ; c~ ~ ~ ~ : ~ ~ ~ ~ ~ ~ ~ a~ c ~ ~ ~ ~ ~ ~ ~ ~ a~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . , ~ ~ ~ ~ ~ ~ r.. ; .r ~ ~ ~ ~ ; ; ~ { z , ~ ~ ~ ~ ~ .fA t ~ . ~ . i ~ ~ I ca, ~n ~ ~ _ ~ a ~ , : ~ ~ ~ a ~ , ~ ~ c~ ~ , , t~ ; ; : ~i ~ ~ ~ ~ ' ; j ~ , : ~ , h ~ Q ~ ~ ; ~ ~ ; ' , ; ~ ~ ~ ' ` ~ ~ ~ , ' ..4 ~ ~ f ~ ~ ~ ~ . ~ ~ I , ~ ~ ~ ~ , _ ~ _ ~ ~ , ~ ; _ ~ ~ ~ E ' : ~ ~ ~ , , . ~ ~ ~ ~ ~ ~ ~ f ~ , i . ~ ~ b ~ ~ ~ ~ ~ ~ ~ c~= ~ , I . ~ , ~ ~ E ~a.~ , , ~ ~ ~ ~ E ; , ~ ~ r ~ t~ ~ V ~ ~ ~ . . ~ ~ . ~ ' x ~ ` 1 ~ ~ / ! . ~<a;,,h.... .pp>-~r.,mwr-..~..~,,..,..p~ n,...._ ..__,.~,:...,.._»_-m.__«<«...«...,..,..a~...,.w._:._ . j ' . . , ' y~....-h~^.~. ~ . 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C~ r,~ ~ ~ ~t ~ , ~ ~ ~I►"~ ~ ~b ~ t,~ ~ I il i f~ ;i ; ~ ~b~ ~ ~ ~ I ~~M r~ a ~ ~ ( ~ n~ t~ " ~ ~ ~ I : ~ ' : C~" rh ~ 'C7 ~I y ~'S r~ , - ! :i~r ~ I r w 4 ~ ' ~ ~ 2~ ~ ,~y U e. rC~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r`~- ''!.~6" , 1~~i ~ ~ ~ _ . ~ ~ ~ ~ ~ 1 y.Q ~ ~ . ~ 4"r~~~ v -r~ ~ ^l . ( ~"~v ~ ~ ~ ~ ~ ~ y ~ Y ~ ! ~ Q# T ~ ~d ~ Q 4 ~ ~ '~1'"i . ~ ~ ~ ~ ~ ~ b ~ ~ ~ ~ ~ ~ ~ _ t; -o ~ ~ } q ~ ~ , ~ c: 1- c~ r ~q ~ :7 < W ~N wl fk.. _ Py~ ~ ~ 1'1 ~ ~ ~ ~ ~ ~ ~ ~.S a~~¢ L~ ~ W ~ ~'1 . . ~q ~^q ~,...~~....m- . _ . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . ~ a~J ~J m° .f PSP° : n..~l r . ~ DATE.,.g A~~~T. tVS V- ~ ~t ~ - f = DRA~'~:,~~~' . ~ ~ , ~ ~CAL.E. ~NEC~~~; R~VVl~lC~PJ: , . . . ~ ~ ~ ~ • ~ ~ ~ ~ ~ ~A~ ~ ~HEET ~ ~FL ~ ° . ~ 1 C1~~3 L~R~Y NORTHGLE~iN C~LC~RADO ~02~3 ~d~ 457--91 ~9 , ~ ) ~ ~ 1r . ~ ! ,i_~r._ e_ - dO1L ANALYTiCS AND FOUNDATION EMGIMEERINCa, INC. MICHAEL A. LAlRD, P. E.. PRESIDENT Conauitanta in Civil Enpineennq 10150 West Vlrqima Avanue . U■ewoo0. Colonao 80226 1 - (303) 083-9229 . JOB: 2072A December 18, 1990 SOIL AND FOUNDATION INVESTIGATION FOR A PROPOSED WARENOUSE AND RETAIL BUILDING FOR MR. NEINZ SILZ TO BE LOCATED AT 11801 WEST 44TH AVENUE WHEATRIDGE, COLORADO (NOTE: THE SITE IS A PORTION OF THE EAST ONE-HALF OF LOT #10, LEES SUBDIYISION, JEFFERSON COUNTY, COLORADO. THE SITE IS LOCATED AT THE NORTHWEST CORNER OF WEST 44TH AVENUE AND TABOR STREET) ' DATE Of INVESTIGATION: DECEMBER 8-10, 1990 Mr. Heinz Silz 15745 Highway 34 Fort Morgan, Colorado 80701 Telephone: (303) 867-5207 TABLE OF CONTENTS PURPOSE AND SCOPE OF THE INVESTIGATION PROPOSED CONSTRUCTION SITE SURFACE COPlDITIONS SITE SUBSURPACE CONDITIONS TEST RESULTS AND GEOTECHNICAL CONSIDERATIONS fOUNDATION RECOMMENDATIONS PREPARATION OF UNSUITABLE FOUNDATION BEARING AREAS FLOOR SYSTEMS FOR SEPARATELY POURED FOUNDATIOPJ WALLS AND SLABS (6ENERAL CONSIDERATIONS) STRUCTURAL DESI6N OF CONCRETE FLOOR SLABS BACKFILL AND SURFACE DRAINAGE UNDERDRAIN SYSTEM LIMITATIONS NOTES TEST RESULTS LOGS OF SUBSURFACE CONDITIONS TEST HOLE LOCATION PLAN PAGE 1 1 2 2 3 3-4 4 4-5 5-6 7 7 8 9 9 TABLE 1-2 FIGURE 1 SOIL AND FOUNDATION INVESTIGATION FOR A PROPOSED IJAREHOUSE AND RETAIL BUILDING FOR MR. HEINZ SILZ TO BE LOCATED AT 11801 WEST 44TH AVENUE W R D JEFFERSON COUNTY, COLORADO PURPOSE AND SCOPE OF THE INVESTIGATION As requested, we conducted a subsurface investigation at the above captioned location on December 8-10, 1990, The purpose of the investigation was to develop recormnendations for a safe, yet economical foundation system for the proposed construction compatible with subsurface conditions. The scope of the investigation included drilling and sampling the subsurface soils at three test locations within the proposed construction area at the locations shown on Figure #1. The logs of the test borings, and the resutts of the tests are attached. PROPOSED CONSTRUCTION We understand that a metal building with an eave height of approximately 16 feet will be constructed at the site. The building will cover an area of about 9,450 square feet. Basement level construction will not be used, and the depth at which foundations will be constructed will not : exceed 4'-0". Foundation loadings for the proposed construction should be relatively light to moderate. SITE SURFACE CONDITIONS The si te of the proposed constructi on i s a parcel of 1 and 1 ocated i n a residential and commercial area of Wheatridge, Colorado. The parcel contains an existing one story frame house and a one story feed and tack store which are located east and south of the proposed structure. The proposed new structure will contain both a warehouse area and a retail area for farm produce. The structure will be built over the area of our foundation test borings, whose locations are shown on Figure 1. Generally speaking, the ground surface in the area of the structure slopes slightly towards the southeast at about 0.0 to 1.0 percent. As far as is known, there have not been any previous buildinas located over the area of the proposed structure. The existing ground cover consists of bare soil and weeds. SITE SUBSURFACE CONDITIONS As noted, subsurface conditions were investigated by making three test borings within the area of the proposed construction. The test borings penetrated to depths of 20'-0", 20'-0", and 10'-0" below groundlevel. Soil conditions in the area of the test borings are fairly consistent with depth between the borings. Generally speaking, the borings encountered the following sequence of materials: firm and slightly moist silty sand topsoils from groundlevel to a depth of 1'-8" or less; firm to compact and dry to moist gravels and cobbles from the base of the topsoils to at least 8'-6"; and firm to compact and wet gravels and cobbles from the base of the previously described materials to at least 20'-0", the maximum depth explored. free groundwater forried in the borings after drilling at depths of 9'-0", 8'-6", and 8'-6". -2- TEST RESULTS AND GEOTECHNICAL CONSIDERATIONS The subsoils at the site were carefully inspected as the cuttings were recovered from the test borings, and the resistance of the materials to the advancement of the drilling augers was noted. In addition, Field Penetration Tests were performed at selected depths to assist in evaluating the allowable bearing value of the soils and to provide undisturbed samples for precise examination. Based on the results of the investigation combined with previous experience with similar subsoil conditions, the most pertinent foundation engineering characteristics and considerations at the site are as follows: 1. The natural granuTar materials encountered by the test borings at and well below proposed bearing level are non expansive materials with a medium bearing capacity. The subsoils tend to exhibit an increase in bearing capacity with depth due to increasing density, surcharge pressures, and internal friction. 2. The natural granular materials encountered at and below proposed bearing level are acceptable for standard spread footing foundations which are property designed and constructed in accordance with the recomnendations and requirements of this report. 3. In the event that portions of the excavation encounter fill materials, some remedial work may be necessary to assure that all structural foundations and floor slabs bear either on the underlaying natural materials or on properly compacted, non expansive structural fill. 4. The underlaying water table located below 8'-6" will not be a factor for the proposed shallow frost wal} foundations. FOUNDATION RECOMMENDATIONS Based on the subsoil conditions and geotechnical considerations described above, it is our opinion that the proposed structure may be founded on standard footing foundations placed in and on the natural soil materials located below any upper unsuitable, uncompacted fill materials present and below the frost depth level of 3'-0". Alt foundations bearing on the natural, undisturbed soils should be designed using a maximum atlowable soil bearing pressure of 3,000 psf. -3- Foundation walls should be well reinforced top, bottom, and under blockouts in order to give them sufficient strength to bridge over localized loose pockets which may occur in the bearing strata below foundation level and help minimize differential movements. PREPARATION OF UNSUITABLE FOUNDATION BEARIN6 AREAS The site is located in a mature area, and although there were no indications of significant previous construction or excavation or filling within the construction area, we cannot with certainty state that fill materials will not be encountered by the excavation for the foundation of the proposed structure. Prior to foundation construction, the base of the completed excavation should be thoroughly inspected for loose, disturbed, frozen, and otherwise unsuitable materials including uncompacted fi11. All such unsuitable foundation materials must be completely removed and the resulting excavation backfilled with good quality, non expansive, structural fill materials (well graded sands and gravels are preferable) compacted to at least 100 percent of standard Proctor density at optimum moisture content or else the foundations must be extended sufficiently deep to bear on the undertaying natural undisturbed soils. All structural fill must be compacted in 8-inch lifts to the stated density level. The compacted backfill must extend upwards to the level of all structural foundation elements. FLOOR SYSTEMS FOR SEPARATELY POURED FOUNDATION WALLS AND SLABS (GENERAL CONSIDERATIONS) The natural soils encountered by the test borings at planned foundation levels and below any upper unsuitable uncompacted fill materials have more than enough strength to support lightly loaded slab-on-grade construction. In order to minimize adverse effects from the minor incidental slab movements which sometimes follow new foundation construction, we recommend that the following details be considered. -4- 1. The slabs may be placed directly on the natural subgrade materials or on a stable, non expansive and properly compacted base layer. The supporting soils should be compacted to at least 95 percent of AASHTO T-99 maximum density at optimum moisture content. 2. Separate the slabs from a11 6earing members and utility lines to allow their independent movement. Provide positive control joints at the junction of the slabs with foundation walls. 3. If any clayey materials are present at slab level(s), construct a minimum 2-inch void space above or below partitions on slabs. In finished areas, all furring strips, drywall, and paneling should stop 2 inches from the tops of the slabs. The 2-inch void space can be covered with a molding strip. Flexible connections should be used for all slab bearing mechanical equipment. 4. If any clayey materials are present at the prepared slab grade, these clayey soils should be maintained at their equilibrium moisture content during construction. If the clayey materials should dry, they should be scarified for the entire depth of drying or for at least 8 inches, whichever is greater, and they should then be recompacted with the addition of moisture to 95 percent of standard Proctor density at optimum moisture content. STRUCTURAL DESIGN OF CONCRETE PLOOR SLABS At the present, we do not know the exact loads which will be applied to the interior concrete floor slabs within the building. Fill materials which are placed within the building area to support any groundlevel or elevated slabs which might be constructed should be good quality, relatively free draining materials with good soil support values. Materials which belong to the AASHTO A-1 classification and which are non expansive, well graded coarse to fine grained mixtures with a non plastic to feebly plastic soil binder are desirable. Such materials generally have a CBR in excess of 20 and a modulus of subgrade reaction in excess of 250 pounds per cubic inch when they are properly placed and compacted. -5- Assuming that significant wheel loads may be applied, the design thickness of pavement floor slabs is a function of the modulus of subgrade reaction (K-value) of the underlaying soils, the flexural strength or modulus of rupture of the concrete (M-R), and the maximum wheel loads to be applied. For design purposes, we assume that good quality subgrade materials of the type descri bed above wi 11 be used and that they wi 11 be pl aced and compacted in 8-inch lifts to at least 95 percent of AASHTO T-99 maximum dry density at optimum moisture content. The concrete used for the floor slabs should be specified to have a M-R of at least 550 psi and a 28-day compressive strength of at least 3,500 psf. Assuming that only relatively light axle loads wi11 be applied, we recommend that the floor slab be at least 4-1/2 inches thick. Heavier loads and unanticipated loading conditions could necessitate thicker slabs. It should be feasible to use plain or lightly reinforced concrete for the slabs, provided that frequent, well constructed, contraction joints are used. For plain concrete, it is recommended that spacings between joints be no greater than about 15 feet. Contraction joints should be from 1/8" to 3/16" in width and should be at least 1/4 the thickness of the slab in depth. The joints should be adequately seated if there is excess water applied to the ftoors which could weaken the underlaying fill. In the event that the above criteria are exceeded, it could be required to use distributed steel in the slabs. The percentage of steel required will depend on the spacing between joints and the engineer should be consulted for recommendations. -6- BACKFILL AND SURFACE DRAINA6E The site should be properly graded and drained to prevent water from ponding around the structure and to carry off major drainage from the site as quickly as possible. Water should not be allowed to stand in any area near the structure. In general, paved areas should have a minimum gradient of 1-1/2 to 2 percent away from the building, while landscaped areas should have a gradient of at least 5 percent for at least the first 10 feet aaiay from the structure. Roof drains should be carried across backfill areas and should discharge well away from the structure. Downspouts should be equipped with extensions which discharge at least 5 feet beyond all foundation walls, and good surface drainage should be provided beyond the point of discharge. Any and all backfill around the structure and utility ditches leading to the structure should be compacted to at least 95 percent of AASHTO T-99 maximum density at optimum moisture content. Compaction may be accomplished by mechanical means, approximately at the optimum moisture content of the soil. Non expansive, good quality materials should be used for the backfill. If any settlement should occur in the backfill, it could adversely affect utility lines which transmit fluids and pass through the grade beam foundation walls. It is not uncommon for piping to shear at the foundation wall due to movements in the backfill. It is recommended that all water lines be carefully pressure tested prior to final acceptance and that any leaks detected be repaired. UNDERDRAIN SYSTEM A subsurface underdrain system is not needed at this site for the proposed construction. -7- LIMITATIONS The above recommendations are based on the exact location where the test borings were drilled, the proposed construction, and the assumption that the subsurface conditions do not vary greatly from those encountered in the test borings. In the event that any unforeseen conditions different from those described herein are encountered, the soil engineer must be notified immediately. This report has attempted to cover all pertinent design aspects. If you should have any questions, or if I can be of further service, please do not hesitate to give me a call for clarification. Sincerelyyouurs, ~ Michael A. Laird, P. E. Consulting Engineer Enclosures MAL/vjs plfRF~~ p~ST6q ~9i 10615 -8- NOTES 1. The exploratory test borings were drilled on December 8-10, 1990. 2. The locations of the test borings are shown on Figure 1. It is not warranted that the subsurface conditions given above are representa- tive of conditions at other locations and other times. In the event that conditions different from those described herein are encountered during construction, the soil engineer must be notified irttnediately. 3. Free groundwater was encountered in all of the test borings on the date of the investigation at the depths given on the log sheet. TEST RESULTS 1. Field Penetration Test at 2'-6" in Boring #1: 16 blows/foot 2. Fie1d Penetration Test at 5'-0" in Boring #1: 30 blows/foot 3, Field Penetration Test at 3'-0" in Boring #2: 19 blows/foot 4. Field Penetration Test at 6'-0" in Boring #2: 45 blows/foot -9- L06S OF SUBSURFACE CONDITIONS (See Figure 1 for Test Hole Locations) DEPTH DESCRIPTION FOUNDATION TEST BORING #1 01-0" - 11-8" SILTY SAND (TOPSOIL), firm, medium to mostly fine sand with a moderate silt content, gravelly, beige-brown, slightly moist. 11-8" - 91-0" 6RAVELS AND COBBLES, firm to compact, small to arge river run stones with interstitial sands and silts, dry to moist. 9'-0" - 201-0" *GRAVELS AND COBBLES, firm to compact, small to large river run stones with interstitial silts and sands, wet. *NOTE: Free groundwater formed in this boring at a depth of about 9'-0" shortly after drilling was completed. FOUNDATION TEST BORING #2 01-0" - 11-0" SILTY SAND (TOPSOIL), firm, medium to mostly fine sand with a moderate silt content, gravelly, beige-brown, slightly moist. 11-0" - 81-6" GRAVELS AND COBBLES, firm to compact, small to arge river run stones with interstitial sands and silts, dry to moist. 81-6" - 201-0" *GRAVELS AND COBBLES, firm to compact, small to large river run stones with interstitial silts and sands, wet. *NOTE: Free groundwater formed in this boring at a depth of about 8'-6" shortly after drilling was completed. TABLE 7 L06S Of SUBSURFACE CONDITIOMS (CONTINUED) (See Figure 1 for Test Hole Locations) DEPTH DESCRIPTION FOUNDATION TEST BORING #3 01 -0" - 11-3" SILTY SAND (TOPSOIL), firm, medium to mostly fine sand with a moderate silt content, gravelly, beige-brown, slightly moist. 11-3" - 81-6" GRAVELS AND COBBLES, firm to compact, small to large river run stones with interstitial sands and silts, dry to moist. 81-6" - 101-0" *GRAVELS AND COBBLES, firm to compact, small to large river run stones with interstitial silts and sands, wet. *NOTE: Free groundwater formed in this boring at a depth of about 8'-6" shortly after drilling was completed. TABLE 2 N T[ST IiCLE LQCATIO"d PL.4N 1" = 30'-0" EY,ISTIPIG 1 STORY FRAPIE HOLSE EXISTINE. 1 STQP,Y STiJCCO BUILDING 6dEST 44TH AVEPlUE 11801 6JEST 44T4 AVENUE, WHEATRID;E, CQLOR,4D0. (NOTE: THE SITE IS A PORTIOP! OF THE EAST ONE-H,4LF OF LOT N10, LEES SU3DIVISION, JEFFERSON COUNTY, CQLORADO. THE SITE IS LOCATED AT THE NORTH!dEST CORNER OF !'EST 44TN AVENUE P,ND TABOP. STREET. ) fIGURE 1 C) (Z) ~lj -a o_ co oZ r~ rIi~ N ~ y ~ Rl r'1 O ~ cZ Z O y n aC) cr) r ~O ~ O y ~O or-ri ~ r ~ Z ~ r-ri O ~ O r ~ ~ Z 'V b ~ O ~ ~ / / i; ~ zN,) ~x ~ O a ~ Z C4 z 0~~~ ~ ~ -~v r-rl c)~~ O 50~ p0~~ O ~O ~~~'lZ ~ G~~l ~cnZO Z Z~O~ r- r _TJ 07 Z ryl 65 ~ rri `J 1 Z ~Zn~ 00 ~ rOpO ~ O 1 oc O~ ~ = Z ~ 01~ CAISSON DETAIL 3'0" ~ a 2,Orr 6" 6 n 719) o r= - zm~ m \ m~ ° 4 0 . ~ t `n ~ ° - - ~o ~ 0 W)oo ao v C-) 61ll 2'01 16 ~ 3" (►txus ~iatsE 0 t11~/ R ~rl sr ~ NEXUSCOFPOFATION 10933 LEROY DFiVE NOFTHGLENN, CO &0233 STRUCTl1RAL CALCULATIONS FOR: HEINIES MARKET 11801 W. 44th Ave. Vdheat Ridge, CO 80033 (2) 30'-0" X 50'0" GFiAND TETON 5 ROOF PURLItdS 10'-0' COLUh9N SPACING 8'-6° COLUMN NEIGHT LOAD REQUIREMENTS: 1991 UBC 30#/SQ.FT. SNOW LOAD 0.4#ISQ.FT.PURLIN DEAD LOAD 1.5#/SQ.FT.STRUCTURE/COVERING DEAD IOAD 85#/SQ.FT. WIND LOAD, EXPOSURE °C° Wind Loads are as foilows: {per Section 2316 PART II} Pd= CeCq qsl Pd = 25.0# J sq.ft. CASE #1 Windward Wail = Leeward Wall = VJindward Roof = Leeward Roof = 25.0# (1) (+.8) _ 25.0# (1) (=.5) _ 25.0# (1) (+.3) _ 25.0# (1) (-.7) _ + 20.0 # ! sq.ft. -12.5#Isq.ft. + 7.5 # I sq.ft - 17.5 # / sq.ft. fqc,ES I oA J4 ,:~ONSX-U-S GREENHOUSE SYSTEMS CREATORS OF ENCLOSED ENVIRONMENTS ESPLANATION OF ROOF COVERING SYSTEM DOIIBL£s LAYER OF POLYETHYLENE A common roof covering for greenhouses is two layers of polyethylene film. These two layers of film are held onto the roof by a locking system around the perimeter of the roof. This lock is attached directly to the gutters and the end truss top chords. (See page 3 for drawing). A small blower fan inflates the area between the two poly layers to give a pillow of air to act as an insulator. Since the poly is not attached to the purlins, any negative pressures on the roof will not exert any forces on the purlins and therefore no loads are transmitted to the trusses, other than the end truss. The uplift forces on the roof will be transmitted to the caisson foundations and the caissons will resist these reactions. For simplicity of design and expediency of the review for this structure, stress diagrams were done on the trusses with the uplift forces shown acting at the purlin locations. The member forces of these diagrams were used in the truss check to satisfy any question of the design procedure. It is in my professional judgement that these forces will not be present with this roof covering system. A CNISION OF NEXUS CORPORATION 10983 LEROV DRivE • NORTt+GLEnIN • COLOWi)O • 80233 • 303/557-9199 • PPJ( 303/95I-2c01 in . -~n z z m o>Ir-i . =o xo~~~x z n o c, I` a v > --t o o-+~ c > nma yN '-+o NN z' r r~ ac~ r ~-1 C O r o = y :a ~ N O or Dr-. m z m--t"m < cr_ a,~ c zo o T Z m.~. 3 -4 » m fl O Q O VI -i O~ f'1 J + m 1 ~ '!1 ~r-I. my m.i G~ r'X~-i I Z. o• -t _ ~ . mC y .I~ Z-t.- zo ro o~o > ."4 -4 000 o ~ = m rn z~ x 'T a ~ p N o > C13:z) > ~ m Z ~ I m~~~yn nrx" . ~ m.-i ~s z m r' " ° n. z py o o N 7 c a-~ n n ri y -a < a r-i,_.r v o v~ > o n in U vi a c) p m~ ~ O O y ffl O C+ a -zl-i> z= NOX y "i c~ . cn > O. y G~ tn -i ~ v o o ~ 7 ce r n. n r a a.-.~ ~ Z m m r o°r a j ~ ro> ~z> D m <n. , ~ o z ~ y ~ n z 0N ~l N '1 C Z. T nl > Z"-i m.--1 2 ~ Vml -i ~ ~ o 0 > O } N -i a 1 ~ Z p y a n M. 2 c . ' r n z > s~ N Z - r f ~ N 1 C _ ~ . ~ 0 ~ N N m nvr}- ro ~ 2pC - ~ ~ Z O = 3 ~ ~ n x ' > ly . ~ U . ' 2 r N ~ • n a ~ n ~ 1~ n ~ .r 7c ~ ona ri r m c ) . 7>m oo -77 ~ - 3 -1 n rnr nn o ~ ~ v>i > O^ Z f'1 n > N ~ n f'f Z ~ > ~ aC*~~;;d4Yi A°ifY~ O .`a !'~'I 1 7 o no m x ~ o , O ::l a 4"e3 ~iA^~~~ . ~ ~~~U$ CR[piHOVSE a NEXUS POLY LOCK INSTALLATION CORPORA710N fRTNC LtKN, COLOR,Do D01SS 457-9199 NEXUS CCFPGFATION ~J//~ 10983LEAOYDFIVE '7 NOFTHGLEh'N, CO 60233 PURLIN CHECK: 2" Sq. 15 Ga. Gaiv. Structurai Tube A= 0.58 in2 S= 0.358 in3 r= 0.785 in Fy = 55000 psi Clear Span Gutter Edge to Guiter Edge = 29 0" 29 6 Spaces = 4 833' Horizontal Projection per Puriin M= fS = 33,000 X 0.358 = 11814 + 10% = 12995 in-# Clear Span of Purlin = 118" M = w I 112 - - - w = 12 (14295) / (118) = 12.32 # ! in W = 12.32#/in X 12in/ft = 147.8#/ft W/ Spacing = 147.8#!ft / 4.833ft = 30 .6#/sq.ft. Aliowable Load 30.6 # 1 sq. ft - 0.4 sq. ft = 30 2#/ sq ft Allowabie Live Load Maximum Wind Pressure from an 25 PSF tMind Load is 7.5# / sq.ft Purlins will carrv in excess of: 30 #i sq.ft. Snaw Laad ~r" 0.4 sq.ft. Dead Load on Purlins 25 sq.ft. N,'ind Load 3/iq1S4 TRUSS CHECK: i OP CHORD: 2" Sq.,15 Ga., Galv. Structriral Tube A= 0.58 in2 S= 0:358 in3 COMi'RESSION CHECK: ' NEYUSCOAPORATION 10963 LEFOY DFIV6 NOFTHCLENN, CO 50933 51 19 r= 0.785 in Fy = 55000 psi Unbraced Top Chord Length = 67 " I J r= 67 0.785 85.4 Fa = 18730 psi FJlowable Load in Compression = 18730 X 0.580 = 10863 # h9aximum Load in Compression = 10,620 # TENSION CHECK: Ft = 33000 psi Allowable Load in Tension = 33000 x 0.580 = 19140 # Nlaximurn Load in Tension = 11,325 # BOTTOM CHORQ: 2' Sq.,16 Ga., Galv. Structural Tube A= 0.503 in2 S= 0.314 in3 r= 0.79 in Fy = 50000 psi TENSION CHECK: Ft = 30000 psi ,0.11owabie Load in Tension = 30000 x 0.503 = 15090 Ivlaximum Load in Tension = 8495 # COMPRESSION GHECK: C~ Unbraced Bottom Chord Lengih = 63 ° (@ ma)dmum loading) I J r= 63 0.790 79.7 Fa = 19070 psi 25439 Allowable Load in Compression = 19070 X 0.503 = 9592 # Maximum Load in Compression = 6775 # - NEXUSCORPOFATION 10983 LEAOY DFIVE NOFTHGLENN, CO 80733 TRUSS CHECK: (cont.) (.0114 SECONDARY MEMBERS: 1-112" Sq., 19 Ga., Galv., Structural Tube A= 0284 1n2 S= 0.133 in3 r= 0.593 in Fy = 45000 psi TENSIQN CHECK: Ft = 27000 psi Allowable Load in Tension = 27000 X 0.284 = 7668 # Maxirnum Load in Tenson = 3035 # COMPRESSION CHECK: Longest Web Member Lengih = 66, 11 r = 66" / 0.593" = 111.3 Fa = 12040 psi Allowable Load in Compression = 12040 X 0.284 = 3419 # This load is exceeded only by member: 11-12 force = 3515#, I= 50" 13-14 force = 5630#, I= 33" For Weh Member 11-12 I= 50' I/r = 50" / 0.533" = 84.3 Fa = 17130 psi Allowable Load in Compression = 17130 X 0.284 = 4865 # For Web Member 13-14 I= 33" I/ r= 33 0.593 55.6 Fa = 21530 psi Allowabie Load in Compression = 21530 X 0.284 = 6115 # Trusses will carrv in excess of: 30 sq.ft. Snow Load 1.5 sq.ft. Dead Load ' 25 sq.ft. Wind Load ~EX- U- S GREENHOUSE SYSTEMS CREPSORS OF ENCCOSED ENVIRONMENiS BENDING MOMENT This structure is classified as a transverse bent which is a truss supported on columns and braced against lateral forces by knee braces between the bottom chord and the columns. The column is embedded in a concrete caisson and assumed fixed at the base and will produce a bending moment at the base when subjected to wind loads. It is safe in assuming the inflection point in the column to occur at Z the distance from the base to the knee brace. For this condition assume the column to be hinged at the inflection point, and ignore the wind loads acting below this point. The maximum moment occurs at the point where the knee brace joins the column. Its' magnitude is the horizontal component of the reaction multiplied by the distance from the knee brace Z way to the base of the column. 1✓1=~l, n 25439 A DIVISION OF NEXUS CORPORhTION 10983 LEROY DRIVE • NORTHGLENN • COLOR5D0 • 60i33 • 303/457-9199 • FPX303/457-2601 " NEtiUS COFPOPJ1T10N s I Il LO?33L6AOYDP.NE NOFTHGLENN, CO 80233 COLUMN CHEGK: 4" Sq. 13 Ga. galv., structural tube A= 1.484 in2 S= 1.89 in3 r= 1.595 in VERTICAL LOAD CHECK: Unbraced Column Length = 114 " I I r= 114 1.595 71.5 Fa = 22000 Psi Fy = 55000 psi Alfowable Load in Compression = 22000 X 1.484 = 32648 # Maximum Load in Compression = 9,450 # WIND LOAD: , M= 1930# x 45" = 86850in-# S= M/f = 86850 in-# / 36300 (1 .33) = 1.799 in3 Allowable S = 1.890 in3 Columns wiil carrv in excess of: 30 # / sq.ft. Snow Loa'd 1.5 # / sq.ft. Dead Load 25 # / sq.ft. Wind Load 3 N-E,X-U-S GREENHOUSE SYSTEMS CREPSORS OF ENCLOSEO ENViRONMENTS BRACING ~4- A system of bracing is used on the trusses. Experience and judgement are called upon determining the bracing required for trusses. Diagonal bracing requirements are small and are designed only for tension. Diagonal bracing should be in no fewer than two bays, and is in the plane of the top chord and the plane of the columns. It is required to resist forces acting normal to the bent plane. A pair of transverse bents are connected together with cross bracing. This is called a tower. In a very long building with the columns fixed at their base, this cross bracing becomes less important in the plane of the columns, and may be eliminated as the columns transmit the forces to the foundation. Buildings are braced for wind loads on the gables, but this becomes less important as the building increases in length, and may be eliminated in long structures as the load generated in the ends is picked up by the roof system and side framing, delivered to the eaves and then transmitted by the sidewall bays to the foundation. To facilitate this, sway braces are used in the are not to exceed 1/r of 300. ~511rd These ;¢/r< 109E3 LEROv DRIVE • NORiHGLENN • COLORADO • 80233 • 303/457-9199 • HJ(303/557-26~1 i Roorf . Pu,~~ ~/,)s 10114 z" tt VJ,tjD'~?-A cE S 24'al G,aaLE .tQsTs END ~ S~Dc't/J~LL IJALYSIS rNDYJ ALL VEP-T/<AL. j~,r,3CDCcD //1TU oF ~'o•~c'''rc 114 - .~q° i 8 z < ZoO - : ~ ! ~~~~ST iAI,,J C~ aFACC- ~LLO%1F:l.E /~~?~i,'~')J~''~ Sf=~?C!'✓JCs FF0!Z 2 t~ IIJAl.Cr t'r~-I ZJ.YJT F(D2 Q~~ICp~ flthNa 1 DAD, WOOLD. PL)f-c..)/J (fNEcX-, ~~A-39 ,30 0" /o'-O" CozL;Mn) SFACI'-)6 2C./..~~~/iNp LD,~D ~ ~~ali4/9~ E SEISMIC FORCE ZICW The lateral seismic force derived from V= Ras given in the ¢ 1991 U.B.C., would be very smail and is distributed uniformly on a one story building. Section 2330 (b) states that where prescribed, wind loads produce higher stress, such loads shall be used in lieu of the loads resulting from earthquake forces; due to the very small dead load of a greenhouse V is negligible as compared to the wind stress, 2wdg i4 1,74 X U S GREENHOUSE SYSTEMS CREATORS OF ENCLOSED ENVIRONMENTS A DNISION OF NEXUS CORPOWION 10983 LEROY DRNE • NOKTHGLNN • COLORADO ' 80233 •303.145T9199 • FPJ(303/557-2801 NExxus cosnonns;ofV tn.^.a3 Lrnor oa, 30'-0" GRRNO TETON N?unar,LeNN, Co. 00233 S PURLIN M/ KNEE BRRCES . 10'-0" BfiY SPfiCING 30k/SO.FT. SNOW LOPO 15BBA E /f I1 1 01 E F SCRLES TRUSS: ~ DRR4WG ~ 30'-0" GRRND TETON S PURLIN W/ KNEE BRf1CES 12"-0" BRY SPRLING NE%US CORPORRTION I,J /T 9'-6" COLUMN HEIGHT lleq 25etl 10963 LEROY DR. 80 mph ExP. "B" NIND LOFD NORTHGLENN, CO 80233 UBC CODE, 1991 Iioa H ~ 2sea nea zsew G K nex e 1e zseu ]i0f1 6 7 9 11 12 250q 13 L F 5 fl ll0k 4 19 250p E 60a 100p 3 IS n ~ p 16 1]SW 28~b ~ 1~ 30'-0" C.C. ~ SCRLES TRUSS: ~ 0• 2. 9• DRfiNING: E::~ 0 500p ]000# > 1i41yy . /V oTE: ~2 JD' Oll Z5-'1143' /i1UlTl?L~ . :sE co.,& ay 2.03. ,9/~ 30'-0" GRAND TETON, 5 PURLIN, WI KNEE BRAGES NEXUSCOAPOFATION 10983LEROY DFIVE NOFTHGLENN, CO E0733 fEMBER 10'-0°COLUMN SPACING 9'-6" COLUMN HEIGHT 25 PSF,EXP 'C 30#/FT 1.5#!FT UBC - 1991 = LIVE LOAC7 = DEAD LOAD = D.L.+L.L. = UJIND LOAD #1 = MAX LOAD F-4 TOPCHORD 10115 505 10620 6780 10620 G-6 10045 500 10545 1440 10545 H-8 6870 345 7215 740 7215 J-10 6870 345 7215 = 2350 7215 K-12 10045 500 10545 5910 10545 L-14 10115 505 10620 11830 11325 3-4 BOTTOM CHORD ~ 8090 - 405 8495 ~ 2020 8495 A-5 8090 405 8495 3330 8495 A-7 7330 365 7695 500 - 7695 A-9 ~ 6165 = 310 = 6475 1230 ~ 6475 q-11 7330 365 7695 3560 = 7695 A-13 ~ 8090 = 405 8495 7180 6775 14-15 8090 405 8495 =f 5640 8495 4-5 SECONDARY MEfNBERS 0=+ 0=+ 0=- 4820 ~ 4820 5-6 1425 70 = 1495 1570 1500 6-7 ~ 2890 ~ 145 3035 2140 3035 7-8 1130 55 1185 1680 1735 8-9 1045 50 ~ 1095 1540 1590 9-10 1045 50 1095 2080 2030 10-11 1130 55 1185 2260 2205 11-12 2890 145 3035 3660 3515 12-13 1425 70 1495 1250 = 1495 13-14 D=+ 0 0=+ 5630 5630 3 A ~ (o' Fi'.ICnli IL " O - ~ 1-O O Q o W ~ W i 0 ~ J r` Z ~ ~ ~ z n ~ ( N'- I IRRIGATION TCH I 1 T) Ti PO~NTs°8(o9 NO. 851o134Z ZONED A1 ~ fe' HIyH FENGE S 89'14'240 W 2 I 6.9,4' U-NPAVED iN g fIEGEPfIoN r ~ NO. 8~10134Z m I WEST 44TH RF-r-e-PTION NO. 8704Zto46 ZONED C1 v6~~ ~ ~ LANDSCAPI I ----I I H W ' W ~ H I N ' Yy ' Gtr IU •:<r E ( i a a ~ I F ~ a -tn~ p 4 o 0 - W U . - t0 m I ~ ; y= a 1 _ ~o Q i ~ o ~ y~ - 1- W W G ~ I 0 0: O ~ ~ S ~ < TRU E OF B l C 188.78 ~ m - ~ 9 09'SZ'C av E rv u E «Tr-Ru µF PGR REGEP' ZONED RC PROPOSED SITE ~~F?~PIiENT O_~ 11801 AND _ _ • i~vn ncnn CN 3`- o~ 3 o c° 3 0 0 - o ~ o o~ o W o q~ m o~ n o. p 6 s(lm so p m v~p 'p e 9 O c~ c G s w q g c o° o' a a n w o° i'w e~ y n~ m m o o m a 0 o 0 9 v E° cm ° 3 v a H m _o nv T~ o ~ m n oz w so 3 o D o o E o n v - c ~ o a a ~ o = o 00 ~ c v x N o v) m ~ m an ~ r^ M m r ~ D -i 'ri X m I o m ~ m m \ Z N m ~ n ~ r ~ 0 ~ N A n b m ['fY N D z O a 00 rD- Z ~ ~ ln mZ ~ Z m p 1 f 14) ~ N Q m Z x ~ D - f y Z • n ~ m O O r p o A w g`- c ~ m ~ i m m ~ z D m -i o n z ~ X ~ ~ 3 ~ m N N C~i ~ ~ ~ c~ u, ~ ~ r tn r N Z IE) o ~ m j c~ ~ r^ M a ~ m fet O m O N D C m < p C y ~ ~ 8 m p m < m p m <n 0 m . 3 A z 1 n _ = r o g) ~y ~ 0 m i m ~ ~ D m o ~ i m r z Z $ N v v ~ m ~ ~ m f ~l r m ~ 0 m ~ y N r ~ ~ ~ N m m 0 ~ n > ~ ~ O i N F C z ~1 ~ O i n ~ F ~ p ~ N ~ y o m -n+ * w £ T 1o 0 r ~ ~ D x £ p m9 D m = .S m -Ni T N o y f n = m ~ m ~ ~ mQ n ~ x D x m i u m -ni N m E ~ S m r m = ~ ~ m M M ~ m ~ ~ z C m N 3 m 0 - Z ) G ~ m N ~ Z 0 ~ w v A ~ x Z O m n ~ ~ A p L tn S O ~ m n -~i ; ° ? r p i p n m ; ~ ~ m r ~ n . , v y f f*1 o i ~ v m 0 > ~ A p ~ m A ° c'~ i 1 Z m c a z 2 ~ 2 y m ~ m m m m 'o c c c ~ m ~ 3 3 Q m I O I n ! a <n N 00 A f r Z tn ~ m a Z ~ y q O ~m a$ -s go ~m mm D r ZD X D ~ y Z V, ZC A m~Cl oF m D1 o m O ~ Q X Z y°v'~+t m O n m Q T p O O gs~ <Z m x m ~ x o m Z cni ° r z .n m m y~~Of0 ~ C C ~ r ~ N ~ >mm A mf ~ ~-ml. r0 m ~ N Ex n = D =C n 0 m O~ D ~y N < ? D ~ g r' m DO ~ _ M i A S g=~ ~ m r ~r m~ S = N ~ i ~ 0 N O 2 ~ Q N ~ ~ ~ SID~ PROPERTY LINE~ v cmi < 2 9 x +-~k ~ M ~ ~ y D F nm x~ y Y 0 a Og mf ~m 1 06 2 ti cm °m~ O z n V 1 D n N ~ A ~ m H '0 o x 0 ~ D m ~ o O1 ~ A m x ~ N ~ ~ D < ~m O Z C wm 0 X W m °m n n C ~ ~r-m <gZ Z Oo Q ==O ~m~ Z oo=i mz< oa 0crn 0 ~ C O r 0 O Z ~ ~ m Z -4 m ~ 3 ~ Z O ~g 00 O ~ ~ K ~ r C p o ~ £ o m Z 1 ~ ~ X d n a Z n R1 m m ~ v Z N w = c Zi Z r r y O z . j o ~ i m < ~ ~ Z c~ m n m n i ~ o ~ 0 z m m y ~ < c' z m m m ~ ~ m ~ A ~ N N m ~ n . m x Z p n m ~ m N D ~ ° N 8 a, v v a N m m m m ~n ~n Tl T o m ~ ~ N N n n r ~ O O 1 N m C ~ T O y D C 'F D 41 D N Z N S m D f D ~ D T r D m m D ~ ~ O m m s f = 2 m p O N A N r y ~ ~ ~ m p A n .n . o ~ S £ D m ~ m Q r X c x n o F r p `n m r z x m m y m ~ x ~ ~ v ti m N Z C ~ N m m t i~ ~ o ~ ~ m A N zv w ~ 0 A ~ 2 0 m a y A O a N ~ O ~ ~ m p o m g o ~ ~ a ? n v m D ~ p ~ 0 2 2 ~ C1 z c _ ' ` 1 ~ g D r A m m 1 m ~ i ~ C C C ~ f l y ; m m R N O O Z Ul f D D O ~ Z 41 r 9 mZ O D ~ N o ~T ~ 3 ~ r A y ~ m n ~ m ~oa Cs -9-1 mn m m y Z ymZ o~ -i ~ ^'s T ~v m ~ ; z Oti ~ x-/ D ;o mGl y T r ~ ~ z ~ A 2 3 ~ W D ~ m x Z p x Dz'n mN f m um m p r o ~n ~ m m n ~ rm zm~ " A ~ moD v a $ °=3 p ~ o Ri m on= < -i r D r wmz D 9 ~ (7 N omr Z 'i RI m xm ~ zmm x A n o ~ s ~ Z ~ z N m y v = m ~ ~ o ~ z O 0 ? ~ ~ ~ PROPERTY LINE ~ v tmi ~ < Z 31 2 ~ n mf ~ N nx ~m xn ~N O = 0 `m£ ~ m m z:E N Z -1 c m O T mm oZ m cN_i Z D H D c ~ c ~ m ii < z U 1 z m N ~ ~ O a t r z qi ~ l) Y 0 j ~ ? Z m D ~ 0 = Z ~ y D ~ m n N ~ m ZI m N . N W N - (M. ~ J - A W N- m V ~ m m m m m; ~ cni ~ n ~ Z n ~ ~c r ~c -ni r - N T~ N~ O I ~ o p N O O~ o C ~ i o ❑ ? o < ❑ , ~ v v n v m ~ m ❑ r N < K ~ ~ ? ~ m n " m o ~ O m o 0 s ❑ m m Z ' = o O v ~ m ❑I 9 m I ~ ~ n ❑ ❑ ❑ ~ m m v ❑I v ❑ o D O 2 O O w o ~ f f = A Z p p ~ m z ❑ m Cl m N ~ I O 0 N S O N m o O 9 , a S 8 a P. e: ! m I I s ~ n o D 3 ° j o ~ o v o e v 3 g a N ~ o n n ~ ~ ~ s o $ n ~ R o 0 ~ - ~ I q 41 N v m m rn ~ o i ~ a' p m D X i I ~ Z N 3 t ~ D ~ < I g ~ m Z z ~ I C z ~ m . y 0 p i z x ! m o m I a m O m m ~ D S ~ m ~ ~ ~m~ c ~rm rv <Oz Z cZi ~ w ~ N FZn 2 p m ('1~:c ~ ~m~ ~ ~ m -1 2 a ~ C) Z~ 0 A moo n n ;z f*7 m ~ 0r57)m m Opr 0 2 ~ Im m U Z +F ~ ~ ~ O ~ ~ -v m A ~ ~ 2 O ~ ~ r V ON ~ d 0 Z P` W N ~ Q onzamr(n.yn-+ O x o o c m ai i i Z Zi f 9 3 S O H~ N Vl ~caixwmyoyOy y~ T 2 2 9 O ~ S; ap y a o y m Z Z 9 2-i AN F A D K D m M1I D y Z N ~ r D D?~ 9 D r Z' i z~ c z o m~ c a a t i z ~ z~ m m-i ~ y D1~1 O+~-~V t~I vx~m zf v_,o e m m o y 9 a a~ A ~~mm~vmznn v° s a m z~ 0o zu v-ao °m aiai yz n3°y~ f Fzx ~'±iirzr-~ an-tim_ gox c-~raon~p~ m p r a y c K a°o °a -i m T D]I y N f~l O m ' m-Oi c o 0 0$_ R2 a r D T y O m y c i o i i i v-t y m K z o m w ni~~y vc'D ~am N O 2 W N+1 n~ y ~mi+pmD°mm ~D+i -1 T 2 f~l y y'i.~~amii mgx " ° ° c ~ _ 'a = v z °mm6°~a -£-i$c 2£ b Z T 2 p ~ <'~n zm KA$ ~ n ~ f m 3 n T m m~ c o o p z i n g; z a y" o Ai i y 9 y y ia mr. ~rh ~ a m m a ~ -~i oo m m ~ mc y i ° ° a °n b r mm pm aAo Z y ItI 9 ~ 2-i Z o m _ A A i m im m< mmn ~ O N ao iom r z m o a r o m~ r m ix r~^ x m Z z x-a ~n G~ 'A 4f .L -i a mm D' ~ y y n y m m m m A b z ~ m N O v m z a a ~ O y y D n ~f °o r m ~ r b m v o ~ v z o fn o o c~ m cr s~n m ~ o z m o s o C ' A D Z n m o ~ " on o Z ° o ~ m D O D D m m D o °c m a° o m ~ C m m w m m ? z a A m; r' z v z z z~ 3 m o~°v m a = a~ f m ~ v x ~ T O fn m~ ~ m r m m m o o z Z m~ m -°-i vNi [ni = f r D D D ~ m = r A l m y m~ m N m O O O T Z W a o n i Z= T A ~ F O ~ m A r C Q Q C D m m m A A A? C A C m K m m m D < i R N O r ~ I~1 `L r fTl N G > D m° ~ ~ 3 N Z Z ~ m f n v m ~ o O ~ os o i c i c ~~°mg C RI vz° l~ ~m ~ n ~ r c~ z ~ 3 n o D wL` ~ o m v ~1 ` ~ ~ 33. o c n m-~ ~ ~ vm R o N ~ ~ b~.c ~ °.w m m ~ Dmm o Z ~ m c o m I o D r y H y o ~ c ~ m~ Z0 ~ o SIDE PROPERTY LINE C 0 a Z m ~ ? o ~ ? tn "i ` 4' ~J m 3 Y Z tl O . . N ) NA I ~ A I I ~ m R1 k M ~ m z N z ~ N o0 o o ~ D 3 Z - 9 3 O A ~ 3 z o m V ~ ly Q ~ 0 ~ Z~p OZ-y1 0 T I v o ~ ~ o p ~ ~ m m y ~ Q ~ Q a N o ~ m c~ ? m <o z ' c>m D A Tm D N v r ~ z~'~ n m. ~ c 3 N -4Xv m ~ om ° ~ ~ o T 3' a3aoo ~ y -~~m = D n o 2 Z N n < D o m r o ~ ~ . 0 m x x o . v o z o ~ 1 = Z f~ r Z m 2 -Di o c o~ 0 0 N y N m m 0 t p ~ f l I T O D N K A -i ~ N D V! t+i r o y C ~ m w f w z N Z ~ 0 Z ~ u' h Z m 0 0 c~' \l t~ 1 ~ Z n 2 1 = A1 D ~ M C N N C ~ V ~ N p N m 2 c~ f m o fn < Zm Gl ]I m ^ o c u o m m m ~ - N ~ ~ x V ~ . . m m r v In O C m m m £ ~ O m~o . m ~ N ZZ O 0 C O Y T ~ Z 0 V IT m 0 N O hl ~ p In ~ C O S S m m 0 v m o 3 5 m o y m -i : D y ; p 0 I~ CO O ~ '9 N D 00 v oZ o N x X Q m N r T tn o Z z Z o v xo Z ~ I . <m p 2 ~ m 0 c z O M ~ ~ 0 61 ~ b ~ N m O v y~ N ~ c ~ o a o <3 D m x - Z~ z GiZ w D ~ Z M m'~ m D 'i ~ z n ,a ` P w ~ ~ m m m m m ~ m Z y m 3 m m~ z ° m o 1 o m i m c y ~ o r = r i tn I < X7 -I z o ~ ~ v_ m c m m 0 tn c I o ~ m m~ ~ m c~ r t m D Z { N C Z ~ b+ ~ C r ~ . e T C O m m ~ O ~ y P < Z O RI N p D Z m Z s o ~ m r C a 3° m m I 9~ v~ ' ~ t ~ ~ ~ m o o m v o ~ m o 0 p m o I ~ o~ m-D1 ~ TI m F_ n o ~ m a 3 3 ° m m a m zc 0 m Z 11 m Z t~ ~ N o Z - . , o »3m°.m om Z n 0 z !*~°v m m l ~ O I ~ r j ` Y .,a To ~ n N Vl~ ~ O N ~ ~ ~ ` o °v o' o `i ~ ` ~ r o m o v v v z v z o ~ m~ o r 0 m = SIDE PROPERTY LINE ~ ~ 1 „ ~ w y ~ p m m = fn Z O 3- M s ^ ' n z z ~ r n ~ ^ _ 0 O ¢ VJ n r O 0~ TA~ 0 \ ~ N ~ r V c I C in V p n m ~ t n m D ~ m = f m o o ~ n ~ c ~ T' m ~ 5 n ~ m ~ v o m N o m f • ' c~ z 0 O f n f *1 ~ z r ai M v - + -i m v °m o D v . y ~ I c i z ~ m =i x 0 ~ z m p ~ Z ~ m s b r y Z O Z m In ~ v ~ n u'Z) m ~ Z ~ o ~ n ~ o m . °z m z - i A F ~ m. N t I ~ T hi m ~ z n i o z W ~ +fn ~ o Z z ~ ~ m m = < y ~ z m ~ m { ~ I ~ o = A ~ r O { 0 T m m 0 n Z 0 ~ v ~ O m Z ~ C m < ~ m 9 c ~ m ~ o , J m c N Z N 0 m r g Z ~ ~ 'r D Z N D z 0 ~ O v 0 ~ v r D Z N ~ C ~ O O v z < x N D v r n ~ z In If N Y W N J l7 ~o ~ A m X 1 -i ~ N ~ ~D < ~m O Z c ~m O X m O m D ~ ncm -~OZ ~Z GjO *20 = N 0 ~n~ ~ ~ Z 0~1 mZ~ O c><°m ~ 00~ 2 ~ 3 m 2 1 -V m ~ ~ ~ Z O ~ ~ ~ ~ ~ O W b ~ 000 0 w ~ r_n ~ a~ ~ ; Re: i_+.z301_Wes: 48th F-,~ter~ue~tVlµ~a~ine Gons?r;s~':+o;~ John, Based on informatiorE orJVSred by Mr. i-lawwd Dncsrma^ cf Undprwri*.rTs Labcra4orie5, Northbrook, i?~Inois, t,rte UL Design L524 car be uspci with j,ar scist framing io achieve a one ; ~our fiaar-c~~Eino assembiy. In this S~uatio~;, ihe iaar icist de~rth ur.ci ga jge af steel used in the ;oists excead those minirnums ne;ed irz the assemn!y descripticn. (3ther betai'+s of the aGSernhiy wiEl ra?lain as no:ed. dn behalf af the ownvr, your revieva and approva4 ct this r.ons#ructs: n is requestsd. ahaukd y!?u haue arly auestons, pieµse caii, Gc-aiai P8tfi,^.k_ CaShS.'l AIA PCJm,rn ~ ~ ~ z M ~ _n ~L ~ ~ T, Y~-~ ~ ~ INSPECTION TICKET JOB ADDRESS (186( DATE: ;L y q BLDG. PERMITM & ~ PERMIT# BLDG. CONTR. S~ SUBCONTRACTOR ' DATE INSP. REQ. iYPE OF II INSPECTIO REMARKS W.R. FORM E79 V ?I INSPECTION TICKET JoB J/ 0 / W. ADDRESS. DATE: 64' 16 BLDG. PERMIT# PERM IT# BLDG. CONTR. YJ~ 43 SUBCONTRACTOR DATE INSP. REQ. 01' TYPE OF INSP. °~A' ~ INSPECTION MADE REMARKS GC"7^- Z • I?~ ~ /L-CJ/ W.R. FORM 619 . ~ I - ry INSPECTION TICKET ' JOB t 1 21) ~ ADDRESS ~ BLDG. P RMIT# L~SO DATE: PERMITM BLDG. CONTR. SUBCONTRACTOR . DATE INSP. REQ. TYPE OF INSP. v~ • INSPECTION MADE REMARKS ~ Il rl ~ 0 CA~ Q - ~ W.R. FORM 8-19 _ v~S-t~ _ INSPECTtON TICKET s JOB 4DRESS / 12VI ~ u y `ttc t 7 r9 DATE: BLDG. PERMITS 9,Vedp PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP.;N. INSPECTION MADE REMARKS ~-~K.dGCY e INSPECTION TICKET s JOB ADDRESS DATE: BLDG. PERMIT# ~ PERMITN ~ ~{FS7JlS~ BLOG. CONTR.1;,& cr SUBCONTRACTOR . DATE IpNS~P. REQ. - a iYPE 0'F INSeP.! _ , INSPECTION REMARKSI W.R. FORM 619 . . INSPECTION TICKET Joe ll~of ~-p~`` n ADDRESS V f3~/ DATE: /b BLDG. PERMIT# PE~R7M/ ITp p~ BLDG. CONT~ SUBCONTRACTOR DATE INSP. REQ. 01'11ajIDiL TYPE OF INSP. INSPECTION A REMARKS Gi W.R. FORM_619 . . ~ INSPECTION TICKET JOB DDRESS DATE: BLDG. PERMITN y 43 yi PERMIT# vs-dr BLDG. CONTR. d6 b-b-e.SUBCONTRACTOR 'DATE INSP. REQ. TYPE OF INSP. LNI~`'~`g✓'1t.,tX ~ • INSPECTION MADE REMARKS^VU~ a-S_uO2 ~ V W.R. FORM &19 ~ INSPECTION TICKET • JOB S. d~ / ~ ADDRESS v l DATE: ~ G-a 3 gLDG. PERMIT# PERMITA BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. /U'a 3 iYPE OF INSP. e - INSPECTION MADE REMARKS 2 ~ ` S C16f -5 111 ",-J Galn` r-ri7 !(.S'07 77~~, Wr~c~. FOR 79 _ y . G ~ INSPECTION TICKET ' ((sol I JOB ADDRES3 I/,FI~O c(f DATE 7 BLDG. PERMITN4t~~a PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. INSPECTION M^7ADE 7<7^ REMARKS W.R. FORM 6r19 _ C. . • y I INSPECTION TICKET . INSPECTION tICKET ' qooRess JOB ~oB ADDRESS $ DATE: BLDG. PERMIT# bATE: gLDG. PERMIT# q.Sa ~ ~ S 0 O PERM ITR PERM IT# BLDG. CONTR. ~ ~ N \ i SUBCONTRACTOR v lll DATE INSP. REQ. TYPE OP INSP. V INSPECTION MADE REMARKS 'INSPECTION TICKET JOB ADDRESS _ # ~RC7I DATE: BLDG. PERMIT# PERM ITA BLDG. CONTR. /3 1! °J SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSR.~ INSPECTION MADE flEMARKS~J{"~ BLDG. CONTR. .LJ 10 SUBCONTRACTOR DATE INSP. REQ. / a-/'6 - TYPE OF INSP. U INSPECTION MADE REMARKS G~ --------J--__ INSPECTION TICKET i JOB i/aa ADDRESS T ~ DATE: BLDG. PERMIT# Ks~VAD PERMIT# ' BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ_Z,~2 / Ff iYPE OF INSP. INSPECTION MADE REMARKS ZZ. - S tf~`5 W.R. FOflM E19 W.R. FORM 6~19 ~ V ~ w?e ~N ~~a g INSPECTION TICKET JOB ADDRESS 1 % SU~ ~~~64, DATE: BLDG. PERMITN ClnS PERMIT# c\ y BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. o~ o2O TYPE OF WSP. 'INSPECTION MADE REMARKS 2 ~Z~`VZ23 6C INSPECTION tICKET JOB ADDRESS LI~I)l W `+~IT~t 3/„ F3ql DATE: BLDG. PERMIT# ASOR PERMITR BLDG. CONTR. ~C ( IV c (S SUBCONTRACTOR DATE INSP. 7YPE OFIN: INSPECTION REMARKS 9 ciGc-,~ C-Lc_ • f'`lG~,, s W.R. FORM E79 y ~~A - - - ~o INSPECTION TICKET JOB ADDRESS ~ ~901 w yt~ 3 ~ ~3a1/ DATE: BLDG. PERMIT#4S69 PERMIT# BLDG. CONTR, JZ/ti. f.~ SUBCONTRACTOR DATE INSP. REQ. 3' / 7' OfZ TYPE OF INSP. YLU?'+i /t7-1 a. INSPECTION MADE_ REMARKS ~ INSPECTION TICKET JOB ADDRESS V(F F "Gt, ~r "i DATE: z `31 BLDG. PERMIT# `F-5-0-e PERMIT# BLDG. CONTR._ SUBCONTRACTOR . DATE INSP. REQ. '1-12 - ~ G-qe 2.. TYPE OF INSR ~-r• -4.1 INSPECTION MADE REMARKS uda- Vaa3 PEHMRNUMBER B9141 4508 F 0 m m N O 0 ~ 3 S m. d m ~ o D c n a i>> ro m o 3 ~ m ~ mm m a, w Ow'_ o Q c m c o n ~ m o ~ 3 - = ~m m ~ n w m ~ M 0 ~w m c 9 a a~ mm Sm E ~ 0 C 0 'o 0 d a m m F 0 ~ 1 2 m O r O :E z ~ C a 0 m m H F rrr x c m w N rt ~ r N ~ N rt m D r O N 0 D ~ O Z 9 O 'O m ~ D O O S m N 0 O 1 D 1 O S 0 f Z m S x (D N R'+ ~ (D w w N N n ' b (D nn N C) O H. ov ~ m~ N n N~ (D .r ~ ~ 00 V O F t-' ln ~ x • Or0 F x 41 w ~ ~ w C F N ~ G N O rS - rt O rt GQ aw o~ V ~ O n 0 m m 3 w m m 9 9 w ~ ng- „ mmc~ m m ~ m m ~~0am a< < 3°~0 m~ moo_ n m m » m~3m o'd ~ a m a om ~OOo a.. mmo~ m m a n a°ow ~ma n~ o N a ~ m m m m ~ c ~ nQm m na m Qo ma ~°o$ OFmn o 0 01 w S m ~uoc 0 3 ~ mFm O=M `G G + m 0 ~ m a ~ 0 T m 0 tm ~ y ro F••1 N ~ a ~ C) °Q ~ ~ n 0 Ely 9g 0`c7 mf'~m~ m• ~n o~m"o p m < -Di o ~ O mmorC) g m wO m ~ n 'wd ~ro w > xo ~z\ r, m N ti G N ~ N W r %0 ~ N w rf n ~ N W r ~ ~ N H ~ ~ ro 0 9 7j tG DATE: March 23, 1992 A CERTIFICATE OF OCCUPANCY HAS BEEN REQUESTED FOR: 11801 W. 44th Avenue PURPOSE OF STRUCTURE: fruit & veQetable sales Building Dept. Approval: Remarks: Zoning Approval: Remarks: ~2---- C DATE: rlarch 23, 1992 TO: PUHLIC WORKS DEPARTMENT FROM: Building Department RE: C/o The property at 11801 W. 44th Avenue has been signed of£ by the Building Department and is ready for a CO inspection. Once the inspection has been completed, please inform the building department as to the status. Thank you. W u 0 ca z O H E a 0 z W E w w a ~ ~ 3 O a U y w z N a ~ U ~ La z a a ~ a A a U, O C Ll 0 .H 4J a 0 ai rn ro a) •H ,60 a -P ~ ro ~ a) °7 3 ~ w w+ 0 ~ >1 ~ z 3 d d' Q W 3 O O U q co ro ~ w • m ro o ~ .rq a U m ~ ] R co tO ° ro 3 . 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N m •rq a) a) -P ro ro ~ a ~ ° G ~ ~ u ~ m , m m O ~ 3 ~ ~ ~ a) m a ro F o o ~ ~ m ro a) H .rq Q1 x a) ~ ro x 1 ~4 ~ O w ~4 0 A z 0 H E a 0 E W $ w w a ~ 3 O U m w 0 z H a a U m a z a N i Ca W E a W U U a a) 0) ~ x ro a) ~ 3 w 0 >1 -P .H U I ~ G a) E -P N ro cz ~ G C G ro ~ a W 0 H 0 4-) U N H Q W C~' 0 .ri -P a O i G ro w ~ N E z ~ a 0 4 a N N a~ H R7 ra a N N 3 O ~ H N a 0 ~ a~ ~ a) A ~ H O b~4CVI) ~ E 6'6 ~ :J ~ z c ~ ~x~ to a tt~ ~ ( ~ N N a~ ~ ro a 1 y ~ f N -P ro ca a) >1 A ro 4-) N ~ w ° m ~ ~ ~ N ro ~ a) -P x H ro -P a) a) > ,C w O $ O U ~ O ~ ~ ~ ~ U U N (-~i N U -P x ro CO +J a w o a U Dr .C ~ ro -P ro ~ q a ~ ° e U 4-) O ~o v W A O k Ry •~I W N fA N 7 -P m ro m m a) U •rI N •rI U w a) x •H A N H N O N (t1 -N U E G H G r. >1 F1 E 'd -rl O N 0 U S34 N •.i E H H N ~ rn ~ x F (a a DATE: A CERTIF TE OF OCCUPANCY HAS BEEN REQUESTED FOR: Ea -7 cti. uv 61t. &1~ PURPOSE OF STRUCTURE: 4rc..cA q- U`~~XA -O^-P~ Building Dept. Approval: Remarks: Zoning Approval: Remarks: T ~ ~ ` 2tep DATE: TO: PUSLIC WORKS DEPARTMENT FROM: Building Department REt (_14 ( o The property at 1186 1 ( / yv Ut' 6,K-- has been signed off by the Building Department and is ready for a CO inspection. Once the inspection has been completed, please inform the building department as to the status. Thank you. W Z ` r O WN ~ U W ZZ a _ _ U) W~ Z Q m It ~W 0 LL Lu ~ ~ W CC 00 ~ z C~ JW W ~ JH Q W N a v ~ ZN O- Z W Q N ~ ~ Z Vr i i ~ ~ N Ln N f~ ~ ~ OW 0 cn Q ri ~ M O N J 0 ~ W ~ 0 LLJ ~z lom ' LLi Q ~ W C" ~ W ~ Ln rl%% 0 ~ 0 (M) W cc Z 0 ~ ~ W a Cl) z U Z a ~ U -0 W a ~ ~ 0) i A ~ ~ 0 w ~ ~ y W ~ 0 v v~ ~ 0, [ P7 ~ n • O ~ W ~ O ~ j oi N ~ y w W ~ ¢ c~ 0o z ~ ¢ o i J m ~ ; ~ m 1 ~ ~ W ~ 0 ~ x ~ 0 z W N z J { -,4 { cn W N d O 7 CL ~ O K ~ O LL U N ¢ Y z ~ Z ~ O W J U ~/J ~ m o o w cn ~ = ~ Z - o ~ z ? ~ ¢ W a U) W U W Q ~ Q ~ o J ~ a z 0 Cl) ~ ~ ¢ 0 ~ Z U W 0 ~ vi U z a c - O (1) ~ ? ~ C 0 o 0 O ~ C ~ 'O N C i N j C N O L ~ " ' N C t0 LL i . U . ~ N ~ L 0 w z c~~ / 1/J z w w m ¢ ~ W > 0 m a p z D W W ~ U z 0 a Z C (I 0 w z 0 U) Z w w m ~ ¢ 2 W ~ O m a ~ z D cc 0 0 U- a: :D O a 0 Z c ❑ ; U ~ ~ @ T ~ ~ ) n s i ~ a ~ c ~ O c o ~ ~ LL o~ 3- f c~ RE o l0 c l 3 6 C 0 ~ ~ o C i n E °6 C m N c j E 1`y m N p p ~ Q W LL ~ W d d = t J 0 O LL O Q U. 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N v .1 e-I i fn a) ~ a ,a a x ~ O U ¢ ¢ W F z 3 0 O U ~ G N 6 U ~ ~ ~ O 00 ~ N w ¢ C) O Q ~ ¢ W a ¢ a Z 0 ~ Q N W 0 J a w J SOS7#T6E t~ N x s+ ~ N '-I ~ w W v ~ C ~ ~ q W W 0 a ~ 7 a a Z 0 J O w ~ ¢ LL 3 c m v W U 0 c 0 n 'o ~ :E 3 m ~ c ~ V ¢ n' m ~ L « o o~ 00 J m m ~ ~ c O m T ~ U E `m m n a ~ U ~ U L 0 m U L w U Z U `0 7 m Q ~ N c @ c c E O ,0 ~ ¢ 0 > m m m U N LL d E W c 3 uaewnNLwuaa P.O. BOX 638 TELEPHONE: 303/237•6944 ThB Clty Of 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80033 ~heat GRidge DATE: _Anril 16. 1992 TO: Accounting Department FROM: Director of Planning & Development SUBJECT: ESCROW REFUND Reimbursement requested for escrow funds being held for: 11801 W. 44th Avenue The Landscaping has been completed to the City's satisfaction. RELEASE TO: Thea & Heinz Silz LOCATION: 11801 W. 44th Avenue AMOUNT: $5,300.00 (Five Thousand Three Hundred and no/--dollars) Glen Gidley Director o£ Planning & velopment "The Carnation City" 3 o a o e' 0 a S- o a~ o o ~ o a e ~ ~ ~ z a o a o~ o Il O c fn o w? £ o' a - o c ' m f~ o q o~ mO ~ M y~' 1 S v o a o o a n - ~ M S Y d o o Z ° cm° 3 ..u" m _o .nv s o o' Z O a C p o D £ c ~ m 2 m m ~ m O D 3 ~ x D 3 D ~ =j o t Zi! 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UNPAVED 06.94 •CENTe--:; PF-R RF( PROPOSED &ITE DEVELOPMENT QE U49-L AND L 00 ~ rn ~ ~ rn ~ ~ z t ~ ~ W a H Z WC G ac~Z JOp WFn J >-o W~U LO 0 W ~Z(7 F-00 2 H ~ ~aa ~ Q N = ~?3 O (J LL ZO Z W J ~ ~ 5 U I, Q a ~m II W 0 ~i ~ ~ X O W m D p Z a w Q N L N ~ X ~ W N W ~ t~ N , W \ p ~ U a N m o a 0 g u . o u = _ li o e 0 ~ c N a „~j v Q ~ n ~ n f _ ° °n '~J~l 8?ao ao o E ~ ~ k tA ' N a ( ~j I f ~~p U~ t o y< < ¢ O f W N O 2 N a a ( o o ~ VI y U p o W ~ W W a ~ ❑ 0- ~ W ~ o 0 J~ O= O Q 3 ~ 3 J O¢ 0- U 0 o I❑ j I❑ U a ~ ~ d w w ~ 2 ¢ O a I❑ 0 I❑ o ~ a tk~ ~ m ❑ O a Z ~ w o o ~ d = ~ N O 2 a U Z y~ y o ~ N ~ ❑ ~ ~ ~ e wz w ❑ ~ Q > a r a c ~ 3 ¢ 3 a d F 9 a T O o O o O k N LL N Q Z Q ~ Q Q ~ ~ L v ~ m ~ m ~ ~ ~ a r a ~ r A J \ ` ~ ~ J N f N ~ ~ - fV eri V ~ l~i M - N W Ih ¢ VO ~ o ~ u~i t z Z W m Z ~ F~ ~ LL O 0 p O = n Q 41 J r ~ ~ N U z ~ N n r 7 ~ w a ~ t- u ~ rc N w x 0 Z ('J N + ~ w U ^ Z W LL j F=- 2 4 0 m~ U ; W o ' so N ~ ¢a 00 = N V Y Q N F W 2 y 0 ~ 0 z ~ W ~ ~ z T LLI 00 7 = Q LL 0 a ¢ 3 ao \ 0 a z 0 U w N ~ -i a ~ ;a Z N LLj N Z ~ 2 K F ~ Q Q J S J C ~ F' = C m z W W s H ¢ a i3 o Q mz °w W V o Q Q J f f = > Z ~ UzH W ay $ ¢ ~ ~ o d J o Jz3 2 Q~- N V ~z Ww wZ Fo~, LL cai ~ w° W o~ Vl W Z Q oa CS ww =w Z~x z a mC ~ ~ ~ a a dX cc oao Z~ pI=S ¢ ~ Z ~z a Z W O w W 4 Z ~ J Q O _ w=y U w3 m ~ ~ ¢ J ~ ~ a o n a ~ w ~O Qz` i` a o F r 6 M O M O Q 2 J LLJ f V N Z d Q F Q ti = p ti N F W w ¢ ~ 0 N x w ~ F w r ~ g N ~ g J 7 ~ f a a m m m ~ m y W A ' ~ Z i o 4 a = a W p a w c c S2 ~ F z o ~ ~ U ; Q V W R o ~ O > ;j 1~ ¢ ° r g w v pr a x o ~ rc ¢ ~ f a w w r i . 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N O Q J=O a N U m v K m 3 0 T U I L' W W WW ~ LLI LLJ ~ x U- ~w m H ~ m W H aa W ~ - 4 ~ ~ ~ U 0 0 a- n c ~ p .Q O E nc a ov e_ E o m o,; Q a ~ « « a o ¢ ~ E~ ~ v " t `o a t ` `o m c " , 3 ° P ~ ~ ° o 0 0°O.O o e 7 ; b a o N ~ a. ~ u O r« ~ b~' = m O > m c ¢ o 0 C ~ 0 O a o w a a.~ ~ o a o e o ° L~ c 0~ N o p 0 _«o'oveo oE U'> ' u u l 'O m ~ N N N 0 O ve January 29, 1990 Mr. Heinz Silz 15745 Highway 34 Fort Morgan, CO 80701 RE: 90' x 120' x 261/21' P.O. No. W5-3207 co E Ladies and Gentlemen: ~ This is to certify that the above-referenced structure is being Cr) designed for a roof live load of 30 psf on the horizontal projection in addition to the dead load. It is also being designed ~ for a wind velocity of 90 mph, Exposure B. These loads are being anplied in accordancz w=th rTRr; 3.9g5 edj_ti.an_ ~ This certification covers the LL/WL you requested. WedgCor, Inc. makes no claims or representations as to the adequacy of the design -0 loads on the building componerits you have ordered. It is your responsibility to contact your city or county building officials to ~ determine if the specified design loads you requested are adequate ~ for your geographical area. Tf you are unfamiliar with the design ioaus reKuire3 to ^-taia ±he ^.ecessary building permits, 7lease ~ contact your building official immediately and verify that the loadings you have ordered are correct and in accordance with your ~ building official's requirements for obtaining the necessary ~ permits. WedgCor Inc.'s limited warranty and engineering data are ~ p set forth in your PURCHASE ORDER, paragraphs 2, 8, and 10; or in ~ your LIMITED WARRANTY and MANUFACTURER'S AGREEMENT, paragraph 1, 2, and 3. This certification covers parts manufactured and delivered by WedgCor Building Systems only and excludes such parts as doors, m windows, foundation design and erection of the building. The undersigned is not the engineer of record for the overall project. WEDGCO STEEL BUILDING SYSTEMS A A ySm~~~,~ 0 Rama L4ika!yV1fA1 ay o @° Registered Professional Engineer 0 lrsj/RA •oa-r• Enclosure: Limited Warranty Definitions & Common Practices WORLD HEADQUARTERS • 6800 EAST HAMPDEN AVE. FACTORY LQCATION • P.O. BOX 110 DENVER, COLORADO 80224 0 (303) 7593200 JAMESTOWN, NORTH DAKOTA 58402 •(701) 252•7380 P.O. BOX 638 TELEPHONE: 303/237-6944 ThB Clty Of 7500 WEST 29TH AVENUE = WHEAT RIDGE, COLORADO 80033 cWheat GRidge February 20, 1991 Mr. Heinz Silz 15745 Highway 34 Fort Morgan, CO 80701 Dear Mr. Silz: After reviewing the plans for 11801 W. 44th Avenue, the following information is requested. 1. A complete £oundation plan stamped by a licensed engineer 2. A detailed floor plan 3. Door and window schedule 4. Door hardware schedule 5. Electrical plans 6. Plumbing plans 7. Heating plans I have also included a copy of the correction notes £rom Arvada Fire Protection District for your information. If you have any questions or problems with these requirements, please feel free to contact me at 235-2853. Sincerely, John Eckert Building Inspector Enclosure JWE/cb "The Carnation City" February 18, 1991 Mr. Sack Prose, Chief Building Inspector City of Wheat Ridge Building Department 7500 W. 29th Ave. Wheat Ridge, C0.80033 RE: Silz Development 44th Ave and Tabor St. Dear Jack, We have reviewed the plans for this building and have the following comments. 1. The south driveway needs to be widened to 20 feet of unobstructed width and be an all-weather surface to provide access to within 150 feet of all portions of the building. UFC 88 10.207(b). 2. "NO PARKING FIRE LANE" signs need to be provided along the south side of the building. UFC 88 10.207(1). 3. The building address numbers shall be posted on a temporary basis and permanently affixed to the building in a minimum of 4 inch numbers on a contrasting background. LTFC 88 10.208(a). Amended. 4. Exit doors in Group B, Division 2 Occupancies that are provided with key locking devices shall be provided with a sign stating, "THIS DQOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS. UFC 88 12.104(b). 5. Please submit a copy of the proposed floor plan for review and comment as additional Fire Code requirements will apply. Sincerely, Arvada Fire Protection District Ste~S~ eder Deputy Fire Marshal R'~G ~Arvada Fire Protection District ~ V ~ W FIRE MARSHALS' OFFICE J CC P. 0. Box 3-D V ARVADA, COLORADO 80001 7 p' Telephone (303) 425-0850 'VQLE April 1, 1991 Mr. John Eckert, Plans Analyst City of Wheat Ridge Building Department 7500 W. 29th Ave. Wheat Ridge, C0.80033 RE: Silz Development 44th Ave and Tabor St. Dear John, We have reviewed the plans for this building and have the following comments. 1. The north driveway needs to be widened to 20 feet of unobstructed width and be an all-weather surface to provide access to within 150 feet of all portions of the building. UFC 88 10.207(b). 2. "NO PARKING FIRE LANE" signs need to be provided along the south side of the building. UFC 88 10.207(1). 3. The building address numbers shall be posted on a temporary basis and permanently affixed to the building in a minimum of 4 inch numbers on a contrasting baclcground. UFC 88 10.208(a). Amended. 4. Exit doors in Group B, Division 2 Occupancies that are provided with key locking devices shall be provided with a sign stating, "THIS DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS. UFC 88 12.104(b). 5. The front exit doors will need to be separated by half the diagonal of the floor area. UBC 88 3303(c). 6. Lighted exit signs will need to be installed at the front two exit doors and from the storage into the sales area. Exit signs shall be provided with battery back-up. UFC 88 12.108(a),(d). 7. Provide emergency lighting by the front exit doors, sales floor aisles and rear storage areas. The emergency lighting in the sales floor area shall be provided with battery back-up. UFC 88 12.107(b). 8. Emergency lighting and exit signs shall be subject to field inspection. Additional units may be required. UFC 88 12.108(b). PAGE TWO 9. The storage area is in excess of 1,000 square feet and shall be separated from the sales floor by a one-hour fire-resistive oecupancy separation UBC 88 702(b). 2 10. Openings in the one-hour fire resistive construction shall be protected by approved fire resistive doors having a one-hour fire resistive rating. UBC 88 503(c) 4 11. One hour rated fire doors shall be labeled "FIRE DOOR DO NOT OBSTRUCT" in one inch letters on a contrasting background. UFC 88 10.402(c). 12. Provide (7) 4-A rated 10 lb, ABC dry chemical fire extinguishers mounted at the locations as noted on the plans. UFC 88 10.301(a). Amended. 13. Carpeting, if installed shall be a minimum of a Class II Critical Radiant Flux. Documentation shall be provided prior to installation. UFC 88 Appendix IV-A. 14. Provide sufficient electrical receptacles as extension cords and multiple adapters are not permitted nor shall flexible cords pass through wall, ceilings or doorways. UFC 88 85.106(a). Amended. 15. Any code requirements arising from construction. 16. Twenty-four hours notice required for all inspections. Sincerely, Arvada Fire Protection District Steve Stei 1 r Deputy Fir Marshal P.O. BOX 638 TELEPHONE: 303/237-6944 The City ot 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80033 cWheat GRidge February 20, 1991 Mr. Heinz Silz 15745 Highway 34 Fort Morgan, CO 80701 Dear Mr. Silz: After reviewing the plans for 11801 W. 44th Avenue, the following in£ormation is requested. 1. A complete foundation plan stamped by a licensed engineer 2. A detailed £loor pian 3. Door and window schedule 4. Door hardware schedule 5. Electrical plans 6. Plumbing pians 7. Heating plans I have also included a copy o£ the correction notes from Arvada Fire Protection District for your information. I£ you have any questions or problems with these requirements, please feel £ree to contact me at 235-2853. Sincerely, John Eckert Building Inspector Enclosure JWE/cb "The Carnation City" 1 Arvada Fire Protection District ~ FRAG~`~' FIRE MARSHALS' OFFICE P. O. Box 3-D ~ -e • ~ ARVADA, COLORADO 50001 ~ • ~ Telephone (303) 425-0850 ~E 5~,~ . February 18, 1991 Mr. Jack Prose, Chief Building Inspector City of Wheat Ridge Building Department 7500 W. 29th Ave. Wheat Ridge, C0.80033 RE: Silz Development 44th Ave and Tabor St. Dear Jack, We have reviewed the plans for this building and have the following comments. 1. The south driveway needs to be widened to 20 feet of unobstructed width and be an all-weather surface to provide access to within 150 feet of all portions of the building. UFC 88 10.207(b). 2. "NO PARKING FIRE LANE" signs need to be provided along the south side of the building. UFC 88 10.207(1). 3. The building address numbers shall be posted on a temporary basis and permanently affixed to the building in a minimum of 4 inch numbers on a contrasting background. UFC 88 10.208(a). Amended. 4. Exit doors in Group B, Division 2 Occupancies that are provided with key locking devices shall be provided with a sign stating, "THIS DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS. UFC 88 12.104(b). 5. Please submit a copy of the proposed floor plan for review and comment as additional Fire Code requirements will apply. Sincerely, Arvada Fire Protection District Steve Steig eder Deputy Fire Marshal P.O.BOX 638 TELEPHONE:303/237-6944 The City ot 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80033 ~V6~heat GRidge TRANSMITTAL LETTER ro : MFP~21 T+-l 1- F~l..,~~t ~ihlc~ ~ ~vEt~Pnn~aT The items Ma) Flb) listed below, which are Date: File No. Subject: S" Z GGWME ~ 14 t... t76"v 44tk ~ :P~bewa- 6-f' ~Attached; 11 Under separate cover; are: Transmitted herewith for your: n Approval ~ Information/Files F-JAction/Further Processing ❑ Return ❑ Review/Comments ❑ Corrections/P.evisions ❑ Signature(s) ❑ Other Returned herewith: Approved E] Approved As Noted ~ For Revision and Resubmittal E]Disapproved ❑ Other Additional Comments: By: copy to PW-84-004 "The Carnation City" TEtEpYNE POST N3243F "r t- . . , ~ (1 ~ vr~4 T~ pJap b ( ~ ~ ~ \ m ~ $ oc° ~m yr Z ~l*IZ~t"~C~-3xt~-+Ot?., z ~ O Sxt~10h10xlTl(nro^7z G - ~ f' e m b~-+ tn CI U~ f3 t*1 (n ^7 a iI V[7~ x~tr,vbrob ro~zr~~ r~ m oa~ao.~v~oz~xz~ n C~+Z~ZwCZC10~~3 ~ w mzU~0U~C1~1(nC~In~ O Z ~G~~2~2^12~00~~ ~ 1 O z~~p•.~~~m~zo ~ ~ EARL OF tHE VALLEY ~ ayr~rz~ro c~z NI~J~ '+Ml*i~ H • ~~-3T~~-30Z.30~C0 tn~rKx~iKZt~zx D EC~~GT'K~~ITIMH ~ U~ x~m~r•~ou~ z~x ~ ~ , ~ c•, z~ ~ c~ c~ r~ S H U A m nyn~o ro~z+ ~ „ ' xzxzzru~zrzox a ~~'~~cnnc~r~'izv vnsnxcax~dN , ~onouroMM R~,;F ~tiE z•.z~bo v~s~ ~ia~.~f~ C ~ v~aryzn nv~vz - Ma~~s~ ~cmo ~d *~s~•~vo ~z~~ r ` ~ r t+ln~nzU C0C"0 ~D ; b D !"i H C~1 ^7 ~3 M t" ~ ~ ~n o y z z.~ ~a v i m ~xmm~x~z m ~ ~ C! 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EX.ISi'. gLQC-,. ~ ~ ~ ~ ! 1 ~ ~ ! ~ ~ o O 00 ~ o ( 0 ~ i ~ 0 ~ ; , ~ ~ ~ 4~~ o v rn m p cn ~v in p r ~ - ~ X X N -1 70 C I'Tf f*1 7o tl - - '9 G O W -i G'+ m v cn v~ a o 'v w m m i ° c'i O -1 -1 D -C O D Z Z -t ua - - r cn u~ -1 ta - m z z -I v m O C7 G~ G7 O C7 Z O 2 'V Z ~ ~ ~ D z u~ m + 0 0 0 0 v o v ~r z z z m o c o -I f'~ 3 -1 2 Z L O O ~ t*~ 0 C7 D ~ C m z m D -i ~o ~ -1 -i r ~o z m u+ ~n m m ~t - ~ < c~ - b s - ' -n z a r ro ~ , O ~ Q D E O 2 -1 < tn t+1 r m ~ M , ~ m r z - x in m . p ~ C~ O C~ 'tl p 2 ~ F1 V I E SED ~ ~ ; t~ ~ ~ p Fif i r~ ~ ~~Sl -.i 4~':.. . F c~ ~,0; ' M.9p~.,,y~ KEY DATE REVISI(~~J e:~'0 ~~s , ~:v ~ LANE ENGINEERII ~ ~ _ , , ~ ' ~ sul F~dd Le ec~d C Na~'e ° ~ LAKEWOOt 0 M M Mar. 91 C~t~1~ro ~ ` SILZ CO ERCIAL DE VELOPMENT ~v~l~r 1 ~ ~ Jun.91 Dele.t'~ de re~s , do~IC. c~rCa ~''~•.~...wM^'° C~ W A T R : N E I D G E C ~ L 0 R A D ~ ~~p~ ~ ► iELEDYNE POSf N3YA32 ~ ~ ~ ~ ~ ~ ~ . . . . . . . . nt z , . . . . . . . r; lif i i"+ , i ti . . . . ' ~ ~ f) N O ~I N A1 tJ .1 N Z b . . . . . . . . . . . . . . . ~ Z N C~ tn 0 N 0 N N Cl y ,y H I~~Jy ~M . . . . . . . . . . . . . ~ . ~ ~ N ~ r.. ~ L 4'J . . . _ . . . . . . . . . . . . . . . . . . ~ ~ ~ Ln , , t~ < n . ror x t+7 M ~ . . _ . . . . . . . ~ . o 0 0 9 , b o G G • a _ ~ H ~ . . . . . . . . . . . . . . . . ~ M y ~o ' m m m w ¢ c m Y H O «~xx x t►3 N ~ O 0 0 0 0~o o`o ~ p~,r x Y . , . . , . . . . . . . . , . . . . . . . , . . . . . . . . . . . . . . . N P P P ~0+ J P ~0 I➢ N ~ . . . . ~ ~0 N O ~F C6 J. J 6 OM . . . . . . . ~ "J ~ M ~ . . . . . . ~ ~ n ~ {i/ P_ ~ I~, „ tn O Y ~ N N~ k ~•xN . . . . . . , . . . ~ UI ~ ~ ~ N N ~ N N O x~ Y C O ~ M ' . . . . ~ C V CA O N : a ~ ~p m C~, ~ ~ L . . ~ ~ . 2 ~ Vi • ~r ~ b~`.~. 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' Q l`'~Jr • ~ J T I`t tl ~ rt'.+ a: . . . . . . . , ~4J .:.:0 ~ TM b W 00 ~ ~ .j - n~ x z~ x x 0 ~n x . , W EST 44 TH AVEN U E .otao ~ p _ _ z fl~ _ _ _ _ i ~ ~ ~ t. - ~ , ~ ~ ~ ~ ~ 0 ~ , ` ~ ~ _ _ _ _ , - - - , ~ _ _ ~ . - - ~ - ~ j , / ; ~ ~ ~ , ; r. ~ _ - _ ~ ~ ` - ~ ~ - ~ ~ ~ 1 ~ ~ ~ ' , ~ . . . . ~ . . , j . . . . . . . , ~ . . . . . . . . . . . . . . . . . . . . . . , . . . . , . . . . ~ ~ . , . . . ~ . . . ,~i ~ ~ ; , ; ( / r- , ~ _ ~ ° s° I _ , , , ~ _ I; ; ~ Ci+~~.5 ~Xl~ i. ~.~P ~i~iSTir1~.-~ ~ ,os~aa ~ T I I E:L. ~i~~.98 P,C;R; I , ~ f3E~,iN ~JNST: , 1 i _ ~ . _ , I ~ . . . . . . . . . . . . . M. . . . . . . . . , . . . . . . . ~ . . . . . . . . , . . . . , . . , • I . . . . . . . . . . . . . . . . . . , . ~ . ~ . . . . . . . . . . . . . . . . . . ~ I . . . . . . . . . . . ' . . . . . . . . . ~ " I , ; ~ ~ ~ ~ _ „ ~ ~ ~ _ ~ , i ~ ; ~ Z~ ;I , ~ ~ o ~ rn ► . m ~ ~ I , ~ , ~ ~ ~ ~ ~ _ ~ i r;. ~ ~ ~ , ~ f _ _ ~ {g r _ . ~ ~ . 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L r ; ' ° ~ ~ ~ i ~ i i ~ , , ; ~ ~ ~ t . ~ c~ I , f ~ ~ i { i ' A I i ~ U ~ f 1 ~ 4 00 ~ ~ {I ~ , ,L ~ , _ _ , _ rn t~~= ~ I ' I ~ 11~ ~ ~ ~ ~ ~ G i r G ~ ~ i_ ~ ~ 11 ~ _ i r Q : J ~ ~ ~ ~ -~1 ~ ~ ~t~ ~N r-, ~ ~ r :0 u ~ , ~ ~w ~ (7~ _ _ . _ , _ . _ C~ f f~ ~ 1 { - ; I " ~ t+ i ~ i~ , 'h . J~ i l , -t ~ ~ j ~ I ' ~ i r - r ~i r i ➢ , , , . ~,,t'J p ~ c.~ t ( U ~I ~ . , _ _ _ . _ _ ~y ! 1 O i EOA , ' [7~ ~j - E , ; i ~ ~ y I ~ L ~ SAWC~IT ~1NE ~ x C r r _ _ . _ _ ; 1 cn v s ~ ~ REVISED: ~ rn ~1. r~t c. 0 ~iEG; i TABOR STREET PLAN AND PROFILE . ~°,........,sx S~:•• ~ ~ ~m.,~ 3 KEY DATE REVISi~N F~~ LANE N iN R I Z E G EE ~ . o Z ~ ' p Jul 90 Caeherat pe~ ci"~° Commenfis ~ ~ LAKEWOOL SILZ COMMERCIAL DEVELQPM NT E , Jvn f f ~h ~ ~ ~ \ S~~ tit~ 1NNEAT ~~~GE G4LORADO ~a~ , ~ E ~ ~ ~ ; ~ ~ , ~ t~~~vr~ rosr Na2ar , ~ d ~ ~ ~ . , ~ ID tD _ : 0 0 ~ ~ n : G Z ; ~ _ _ r~:_ , _ , _ _ . ~1. ~ : Y; ; : rr ; , : ~ D . . 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