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Home My WebLink About11816 W. 32nd Place♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: j 1~t7'(- Job Address: r`lfr`j 4),r Permit Number: 61 Iq ~ El No one available for inspection: Time 7 aC~ AMr / Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: 1/4-0? Inspector: YaX,zicaaY'.}d L-- DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division a (303) 234-5933 Inspection line (303) 235-2855 Office. • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: rlP7 Job Address: lfSa'/a D), Permit Number: 0q'' q Co ❑ No one available for inspection: Time 7!3G AM Re-Inspection required: Yes *When corrections have been madetca2for re i7' ction at 303-234-5933 Date: _10, ! Inspector: P,4,,r Pe-PS DO NOT REMOVE THIS NOTICE -<l PERMIT NO: 092996 JOB ADDRESS: 11816: W 32ND DESCRIPTION:: Reroof `43 sq * * * ..CONTACTS * owner 303/238-5 sub 303/274-.1 PARCEL INFO edition Rc IS 'L EX )ert Fuchs fuel Rocha imuucs x ESTIMATEDPROJ FEES ee .381.30 luation .00 306.70 688 . 00 s: 1 lnsta :ld inspection. hat the setback distances proposed by thie applicable W t' nances, fore. work under this permit. ide exterior fee <c WIT - 092996 SUED: 10/05./200.9 PIRES: 04/03/2010 02-1129 Horn Brothers Roofing E: UA 0CK/LOT# : 0/:. ECT VALUATION: 17,039.06'r J )ard sheathing spaced more )n entire roof. Ice and walls. ration are accurate, and do not violate applicable easements or restrictions of record; that all id agree to abide by all conditions printed on this wheat 'Ridge Building Code '.(I.B.C) and all other c yet to field inspection. your application and is subject to the :laws of the ;heat 'Ridge, Colorado or any other applicable extension must be received prior to expiration £icial lalf the amount normally required, provided no ons and any suspension or abandonment has not ,nment `exceeds one (1) year, 'full fees :shall ,f water causing a'. drainage problem. n advance for all, inspections and shall receive an ap?fC roval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Allie s subject to field.' inspections. signatuef<BuildingOf ficial date CNSPE EQUEST LINE: (303)234-5933 BUILDING. OFFICE:. (303)235-2855 i REQUESTS MUST BE MADE BY 3PM'ANY BUSINESS -DAY FOR :INSPECTION THE FOLLOWING. BUSINESS DAY. ~oFW"a"T City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 C~<ORA~~ Inspection Line: 303-234-5933 Date: Plan Permit 0 0 A(/' Buildipg Permit Application Property Adtlress k?" fG7 C e Property Owner (please print): . v F U( Phone 319 -2 2f o z1,9 Mailing Address: (if different than property address) Address: 11fl .4 iAJ ,14/ f l Sub Contractors: Electrical City License Company: Plumbing City License Mechanical City License Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ 'r Description of Work; (as calculated per the Building Valuation Data sheet) / ~r'~ ,r? 6P"~ Aa - .~i~ b✓c Z r Plan Review (due at time of submittal): S Sq. Ft.fL.Ft added: Squares _ 4/ 3 BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility . for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: I PRINT NAME: i SIGNATURE: Date: la arYesf` Bldg Valuation: $ Contractor License Phone: tt✓ f/ f - DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 11816 W 32ND PL Contractor License No. : 20719 Company : 3R SERVICES 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 full responsibility for compliance with the Wheat Ridge Building Code (U.B.CJ and all other applicable Wheat,Rid ordinanceforwork under this_ p/ermit. (OWNER)(CONTRACTOR)SIGNEIS- DAT Description : BACK YARD PATIO COVER Building Permit Number : 10980 Date : 818/2000 Phone: 238-5047 Phone: 238-0202 Construction Value : $10,000.00 Permit Fee : $181.25 Plan Review Fee : $0.00 Use Tax : $150.00 Total: $33125 Use: Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Approval: Expiration Date : Approvai: Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur applica[ion and is subject to the laws of the State of Coloredo and to the Zoning Regulations and Building Code of Wheat Ritlge, Colorddo or any oiher applicable ordinances of the City. (2) This permit shall expire if (A) the work auihorized is not commenced wifhin sinly (60) days from issue date or (B) the buildinq authorizetl is suspended or abantloned for a period of 120 days (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans antl specificafions and any suspension or abantlonment has noi exceeded one (t) year. If changes are made or if suspension or abantlonment exceeds one (i) year, full fees shall be paitl for a new permit (4) No work of any manner shall be tlone that will change the na[urdl flow of water causing a tlrainage problem. (5) Contrector shall notify the Builtling Inspeclor hvenry-four (24) hours in advance for all inspections antl shall receive written approval on inspection rard before proceediing with successive phases oFihe job. (6) The issu~nce of a permit orthe approval of drawings and spec~rations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of thg(7m~ing code:q any other ordinance, law, rule or regulation. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : ' BUiLDING INSPECTION DIVISION - 235-2855 / ' CITY OF WHEAT RIDGE pato JI ` 7500 WEST 29TH AVENUE WHEAT R1DGE, CO 80215 qppLICATto N Property Owner: /7a~'y'~T y"~ Fax °roperty Address : Phone: 30 3--2; b'-S6~~ 1 Contrector License No. : z,U 7~ 9 Company: Phone: ?03"7-3y''Oa-07- OWNER/CONTR,QCTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Cnnstruction Value : !D pt*d I hereby certify that the setback distances proposed by this pertnit application are accurete, and do not violate appliwble ordinances, rules or regutatlons of the City of Wheat Ridge or Permit Fee : 8 S covenants. easements or restnctians of record: that all measu2ments shown, and allegations matle are accurate: that I have reatl and agree to abide by all contlitions printed on Nis use Tax : application, and that 1 assume full responsibiliry Porcomptiance wRh the LVheat RiOge Building Cotle (U.B.C.) anC all oNer applicable Wheat idge ordinan s, for work untler this permit. (OWNER)(CONTR4CTOR)SIGNE G Total: 33~,S DAT4 USe : 1 Description ~ BUILDING DEPARTMENT USE ONLY om._ . o~ SIC: ApProval: Zonin 9 vc~ bu! - n -_m____ Approval: ) KUbi Approval : Occupancy : Walls : Roof : Stories : Residential Units Electrical License No : Piumbing License No : Mechanical License No : Company: Company: EXpif3210f1 D3iE : Expiration Date Remodeling • Repair • Renovation i : Approval: Approval: (1) R u Po~ wu usuetl in ~p ~CIIM Awoao aat fOrN in yopur aOPM1 cz~ ~ aert~mt snwa~d i e~ cme m wneg waqe: caonmQ,ny,m.,,,,,;ae, the a0andonetl fpr a pmoC p~(A20 pa~,~ ~d u^am^Q^°^~ ~n sQty (3) o~De~nit exDUei. a new P~t msY De+CpuieC 1or a 1ee M one-hal! the artx 9 WiM1S afE apeftab" yip y ~ a~~tlns nol e ~eeedsm~er~~.... _ (6) NoworllpfNlYRj; (5) CGntraUOfflnllm Orocedimq wim f (e) Tneuauaneeala of the mfileme me awat« e OtlvanR 1 3 R SERVICES Decks • Room Additions • Upgrades • Windows & Doors 303-238-0202 ~ Carson Cressman Wheat Ridge, CO Jim Cressman Cc//'-303- 3r 5---7 -Ya6"? « ' ;1UN-29-00 THU 08:48 AM FAX N0. 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M • l 30C10 F'. ~.I.GDNGRETE r . ~ F, , ~ • ~ , , , , , ~ s~ ~ ~ ; m Q `,,1 , ~ ~ r~ . , , u , i~'~~'.. AC~ ~ a J m ' ii ~p ' ~j ~ .-t"' ' r ,s ° - . ~ , ~ U ~ \ R ~ . . . ' , w ~iii ~4N~L p0 n i n ~ U t t~ , - a ou n ne~r 4S~ 1 Wadsw~rch ~~v~3, ~ 4 ~ Wheat Rid~c, Ct~ 8( ,~_~e 303 423-~9~2 ( ) ~ GLI~NT: ~ ~ER~~IGE~ ~ ~ _ c~ ~'~~f~ rJ~C~~T~~~ ~ ~~~~a ~~v~~ ~~r ~ _ ~ IIP:1~ ~k~ST 32ND F'1~AG~ P Wti~AT 1~ID~E ~oL~RAD~ , k~AT SGAL~; A5 51~dWN DRA~WN BY: M 1~1 ~~TA{L~ E~C~I~IEEf2'S JUB ~ : 2C~64 ~ ~ 2 _ ' i a . , . , , . . , , . : = ~ . . . . ' ' . . . , . . ~ . . ,i. , , , . . . ~ , , :;.r. . . . . . . < . :.,.,m~, r c_ , - .y • ,..,e»., , , ~ . . , . . ' . . . , e.. . . ^ . . , . . , , _ , e . , . ~ , ~ , . . , . . . . . . . , . r, w . v ~ . , ~ . . , , i, . . ~ . . , , . u.~ : " ~ : f ✓ Y' ~ .~F,I . ~ r. ~ , ~ ~ . . „ v. . . ..K . . x'"Y ,m' ,.i.. . .Y. . ~ , i.•. „ r . n... . . ' . . . . r. . ..;n .r, .:i , . . . . , ~ , , , . . , . i : . . . : . . . . .m r .v . . , 4 , . , " . . _ ~ . , . . „ . . -.r ~ . ,±'-,:::r k ..Y ai.:: . , r . , v,: .v.. . . . . . : .v:,r . i ..r .n, w . . . . . „ , . . , „ . . . .,.n,,.~.: . , . :..eF. ,v... , , . . . ..a 7 L n. . r~ ..~,i:. 5, , . . , . . ..r , v, , . r x. a.. . . . . >r. Pb.,.._.w..-._:~. w..... s.. . . . .r~ .,,___.,.~"i.,b..e.».~.... ...~._..,<.<...x~.-tck.A. , .......~i....,~z..Y...a..,...,. . . ~.t.. . ..e. ~ ,...r...~.,~ . . t...... . . _ . .._._z' . ...,r^..~.,~. Ptra._,LL..n-~.~'.Y.t. >sa~nvk~.., .sr_.x_a 5.~.~3C.~_f..-. ~ ^.EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-724 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :4110/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : FUCHS ROBERT A Property Address : 11816 32ND PL Phone : 238-5047 Contractor License No. : 17882 Company : A P H Service Co., Inc. Phone : 295 6622 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 full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Description : INSTALL AIR COND. AND HOOKUP ELEC Construction Value : $2,875.00 Permit Fee : $54.00 Plan Review Fee : $0.00 Use Tax : $43.13 Total: $97.13 Electrical License No : Plumbing License No : Mechanical License No : Company : / 9 j~( $ Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permi[ was issued in accordance with the provisions set forth in yopur application and is subjectto the laws of the Siate of Colorado and to the Zoning Regulations and euilding Code of Wheat Ritlge, Coloredo or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) the work authorizetl is not commenced within sixry (60) days from issue date or (B) the building authonzed is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permi[ may be acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be matle in the original plans antl specifica6ons and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, tull fees shall be paid for a new permit . (4) No work of any manner shall be done thatwill chan9e the natu2l flow of water causing a tlrainage problem. (5) Con[rac[or shall notify the Building Inspectortwenty-four (24) hours in advance for all inspections antl shall receive written approval on inspec[ion card before proceediin9 with successive phases of thejob. (6) The issuance of.~permit or the approval oFtlrawings and speciPCa[ions shall not be construetl to be a permit for, nor an approval of, any violafion of the provisions of the building'cytfes or a'opy other ordinance, law, mle or regulation. Chief POilding Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION IS`Eb O z a O r W ~ Z Z W W = ~m 3 W m = Q ~ O tm o O > 3 0~ ~ O ~ W o c a n e~ ^ N N - 8 - ~ ~ W t O U 3 N ~ I S ~ ~ Q- ~ - ° 4 = ~ ' = li N • c ~I ~ e N ~ g ~ ~Z €s ge _ ~ 4 G ~ Q b ~ E ~ I I W p ~ s .p r y • ~ c+~ a ~ a ~ a f4 D S F W N Ov N N o ~ n ~sW ) p Ip x' m p 2 Z ~ ~ f¢- lt! ~ F.; J O 4 a V W d I❑ ~O ~ - tr O'. # o_ O Z ~ ~r ( ❑ ~ O: ° ❑ U CS C O ° Z = r- Z a ~ W W -o z U ❑ - 6 W ' zz- O ~ _ W a J~ J O N 0 Q . ~ . M ❑ - r ° ; et ° ~ VD e a~ 3 g~ 5 ~ o O o ¢ H O o ~ _ ~ ~ O 1 i H LL N ~ Ir Q Q z Q T Q W W ~ m Q W W m /yJ~ F . I n ~ I J N 0 V ~ y+ ~ l V In O ~ b i M ~ f U M O U W < _ ~ W 7 C~ 7 ~ ~ . ? ~ ' H ~ O 2 > ~ A .L W Z J C ~ aRn Aitr-kmmd am 4 N I U a - N a 2 O ~ J ¢ ¢ H kl N O S O ~ a ~ W ¢ z ~ f/! = W W LL W J I=- Z J Q m ~ U o ~ aNn uaadoaa-a M = O y ~ 4 ~ 0 - U y r Y W Q N m W aN ~ z O c 0 W N d Z W N Z Q ~ 5 _ m ~ Q W = C W F r 2 J m o y Q O H U~¢ J Z°y f T. > Z $ W~°y s o ~ Z ~oLL ~ UOZ W.,W~ a y~ W¢I N S J ~ ' W ~ t•J W ~a Cjwo = W Z r 2 = Q ~ r = m¢E 00 ~oo ~ Q7 J n~n Q p~ a oQ z x ¢ ~ U' Q ~ ~ W j O LL y¢j W ~ mZ Z ¢a N Z ~ ~ w W a 2 j Q U ~ Uw3 m~ J o$ a 3w W O ~ u~ a = U a u ° y z n ~ F Q = O ~ ~ s ~ W O W d m m m m N W ~ O Q ~ g _ W a W H ; ~ ~ ~ C y~j [9 e w c .l ~ ~ O Q ~ ~ LL~ S N Q O Q C Z S r O M F = ~ N a N Z O m W m ? Z a W ry~ J a O ¢ Q ~ = c N w f ~ n u ~ m ~n a m ~ C W ~ x ; Q O N LL ~ N ir ¢ Y a m ; Q W W x Q g LL a a a m i N z (11 a f:J a '2 Q p LL 7 IA O o F- ~ Q W ~ W I Er r a O m a ~ a ~ N `W^ g ~ z c~i w x ¢ J J-. ~ N W Q Q - j y O M 3 a I, Q V = U W co N aJ 2 2.Z ~ _ > U > Im f. 9 ~ W O O K U = R I ~ Q > W N Z 2 y ¢ N O ~ . y O j J $ 0 d ~ ~ Q W r ~ ~ 7 ± N Z p W i Z 2 H J H $ 2 U J S o d ~ ILL ~i N Q ~ y ~O ~ . . . . . I . , . U Z 0) 2 ~QU W N = N J Q ? 60o . = LL N _ o-~ ~ F 4A, 1=~` W w W ' LLJ -Q -4 r J W tWi) O a I.- = S FI 3 t; o _ r V rr ~ ~ C.> I W a - Z 0 - , 2 0 J m O W d _ _ - p U.' O ~ ~ o E oE e E o m v 3~ ~ o ~ o ¢ ^ c ~ o o ~ ~ O V„ O ~ L O o c•° c 3 e o ~ u o~ o o a~ 0 o w c N o>. C u~ e- L O Y V~ p Q u~ ~ u ~ T 0 OO O C^ O= u w V a ; C p 0 O t f~~ N S. ~ C ,6 9aw 9 ~ INSPECTION TICKET JOB DDRESS DATE: J`I L BLDG. PERMIT# PERMIT# BLDG. CONTR. Ka-➢-~~--)1-SUBCONTRACTOR L DATE INSP. REQ. t G i TYPE OF INSP. INSPECTION MA E REMARKS ~ INSPECTION TICKET JOB ADDRESS 'a PL. DATE: 2) 20 BLDG. PERMIT# q(Oc~9L PERMIT# BLDG. DATE INSP. REQ. / c~ -S t-\ tI I \ • ' i TYPE OF INSP. 'INSPECTION MADE REMARKS ~ W.R. FORM 6-19 (~;7~ ' INSPECTION TICKET JOB ADDRESS //8/~ LZ/ 32 O~. I ,e%Z2 DATE: BLDG. PERMIT# '1&~Z? PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REO, J~ / q TYPE OF INSP. INSPECTION MADE REMARKS JOB ADDRESS ~ INSPECTION TICKET I /8i ~ Cr1 ~ a j 0 F~ DATE: 3 - / ~ BLDG. PERMIT# `~~--P , PERMIT# BLDG. CONTR. /d Z SUBCONTRACTOR DATE INSP. REQ. iYPE OF INSP. INSPECTION MADE 9-/g REMARKS oh _ v-', W.R. FORM 6-19 'I v ~ INSPECTION TICKET JOB DDRESS 1 t 8 l(0 c~J. 3 a C1~1Z 9a ~ INSPECTION TICKET JOB 1- ADDFESS 1jcl~- DATE: BLDG. PERMIT# 6~-~ PERM IT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. 3`a- TYPE OF INSP. INSPECTION INSPECTION tICKET ' JOB DDRESS DATE: BLDG. PERMIra- L) TG a-y PERMIT# BLDG. CONTR. Y ~~.~,✓L ' SUBCONTRACTOR_ DATE INSP. REQ. TYPE OF INSP INSPECTION MADE 44 - D- g2 REMARKS Ov/ W.R. FORM 619 "tSa DATE: BLDG. PERMIT# PERMIT# BLDG. CONTR. SUBCONTRACTOR ~ DATE INSP. REQ. / f, xa~ TYPE OF INSP. ~ . - INSPECTION MADE 1s~8/9 z- INSPECTION TICKET f JOB DDRESS I✓t~I6 C(I- DATE: l0 BLDG. PERMITp~VG-* PERMIT# BLDG. CONTR._ f Tr/"rL / kb-/li(. SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. I 71, INSPECTION MADE REMARKS ei V . W.R. FORM 619 P 7500 O. OX S 389TH AVENUE ThB City Ol WHEAT RIDGE. C080034-0638 (303) 234-5900 cWheat City qdmin. Fax i1234-5924 Police Dept. Fax 1t 235-2949 GRidge DATE: November 21, 1995 TO: Accounting Department FROM: Director o£ Planning & Development SUBJECT: ESCROW REFUND Reimbursement requested for escrow Eunds being held for: completion of landscaping at 11816 W. 32nd Avenue The Landscaping has been completed to the City's satisfaction. RELEASE TO: James L. Wood LOCATION: 14587 Maclison Brighton, COi 80601 AMOUNT: $1,000.00 Director of Pianning & t_ CITY OF WHEAT RIDGE ` MEMORANDUM To Fred Koehne From Building Dept. (P]an-Dev.) ' Subject Escrow Refund Date pPril 12 1995 ApProved Date As per your request £or a refund for the funds'escrowed-,for 11816 W. 32nd Place, our Planner checked for the completion of landscaping. As of April 11, 1995, no sod has been laid. There are 9 trees planted but until the sod is in place, we cannot refund the monie5 escrowed. If you have any questions, please call 235-2855. /at l DATE: July 14, 1992 A CERTIFICATE OF OCCUPANCY HAS BEEN REQUESTED FOR: 11816 W. 32nd Place PURPOSE OF STRUCTURE • Single-family dwelling Building Dept. Approval: Remarks: Zoning Approval: Remarks : G~ ~4•O~3 DATE: July 14, 1992 TO: PUBLIC WORKS DEPARTMENT FROM: Building Department RE: Certificate of Occupancy The property at 11816 W. 32nd Place has been signed o££ by the Building Department and is ready £or a CO inspection. Once the inspection has been completed, please inform the building department as to the status. Thank you. PUBLIC WORKS APPROVAL ---a- Remarks: -yl4Ji{ ! hF-- n~ N 00 N LO =1~ M rn ~ Z r ~ ~ W a H 2 w ~ a ~~Z O >-O 41>U 00 >Z~ ~-00 ~aa ~ 0 U) w ~?3 Z Q a O Y IyA J F- Fm cr a W 0 ~ ~ X O W m ~O Za W G N ~ X ~ W W v 'i 3; o r A N W 0 O U a N I-,) 1~ O 8 e u _ LL o O N 0 1/1 0 e ~ n ti 2 Q • I ~ E N z O 1~ W N i ( U ~ Q ~ M a y U ccWW.Q Z Er Z Z 0 O ¢ a 0 C) i 0 I~ ~ ~ O u u d w % ❑ I❑ ! 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W w a N 2 x Q V m F' W U~ 3 Q ~ ~ LL N R Y O N ~ ~ a W ~ W j ~ Q 3 Q 3 Q m 2 y Z m Q c~ Q 3 a5 ~ K ~ W w 1- o O ~ a ~ ~ W m ~ J N J W ~ W J m N a N a W ~ z LL 2 0- w ~ ¢ f G N g ~ w J y w F w 0 U o d5 m 3 0 a S Q U O a $ W I . U ~ W VJ N oJ - ¢ U z w ~ a > fn 2 N ~ N o 7- ~ Z O J V IX g y w ~ 2 K F 2 m U' N t~JI 0 ~ R o w z 2 r w J F z 2 Z Q F- ~ 2 W 2 U J 2 d Q ~ ~ N 6 J R p 2 W 1 N V y 2 X w j O rc ~ ~ W O 1- Q V J ~ ? a Z D ~ " p j m y N T A ¢ ? 0 > O J = LL F' Z J a N U P 3 0 <j ~ U W ~ a ~ r1 0 ? w W WW ~ LLJ ~ W 00 ~ m t X l+- J xK m 0-0- N ~ N w cwi o aa W N x ~ o d ~ ~ H O U O , ~ T N O« n~. O V O u m a _ E ~ o- o o rc ~ V Uo L 0 0 O~ m 0 otN~o.c c 0`0 m~' f o 3 a c a~ oa ~ o 0 m c° o a o 3 b n o N ~ a. u cu- > m w = ° o ~ ~ s m V~ o O O O ~ a O~ 10 - „mw.< <o Zv o e c O N 6 ~ C Q O Q V c ~ o o a o E « u u ~ ~ U i E a n a Z . 0 Z _ O n 0 -0 Z ~ z= 0 .4 ,r =<< rn v a N Z CO) ; C r = v n ~ ~ . 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Q m mcnc~ •J N ct G N N tT H O (p a s rr a+ £HrG] 7N F'- G w Iq cn rt rh C 7 rt Fl ct (D 5 N N Fi °c°'mm Z m m ~ m m , aa (No H M a H O M~N fi~ 0 °xm ~G h F~ rort r µ d0 N (D N x v Q r ~ x LJ 0 rr O x H m M fD H th O cn fi ro C ~ w rF r. 0 ~ N wtvr 0110 O~ o cr w ovm (p. . . H KO • wme 0 t7 C7 F; G1 :j h H ~4 ~ C1 a ~5 m ~c w wm m N ~ f D H N b roro ~ O N 0> i F m H Ul Q H. 7 ^ o w Q ~ o° o a x xm :3 H m m ~ ~ u i ~ ~O I, LJ ~ ~ zm 0 ° ° ~ t a m r r m ~ .'C N 7C a a r• N Q N £ ~A rn m c ro ma wm t1 ~ '1 ~ cr Z) rt oa ~o co w m cn fh M ch rF F+ (D F'- b ro C 1-1 o r - d G w cr a er o o m n o i 5 n o -j C rn - fD X' N H (D r N ri rn r m E w • fp ~ w a ~ ro w m rt w rr N Ol m 0 n, N (D a ~ n) w ~C m . 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J~ Cr Vi N'.- ro 'i' j, O ~ N m ~a oma Nm P~~oA T T m m m .....nTO m'~'~T~.~~ N N~-. ~ N Oi L N N NmCNLNN d~~ J do• o x'm FIU1 T ^d~` (DC -043 Sm A~ JNNn ~NanO~ N `LJ ~~-yy 0 m w ~S A ~ ~ p 0~ y~ v m~ i y F=i n no ° o~ ~ n x WO= o 9o m h~, .AO,A g..w- ° ^ m~» ~ N Ip O O N N N-w Q ~ h y~ 1 V' e~ Hfn ~ • A~mH ~q••»m~ Do r mJ 3 o yy~; o~3 z S ~ ~~G : N C n 0~ Jo . 0 N N 'p ~ c m y np•' m~< ~i H 'g o' m > O b A f> IC ro~ d3 J S~ 0 O ~ ~ M n ± OIO Q n iD ~~y'f ~e n A p ~ ~1~ MN .TILL O~~ ~ V` I dN~ ~ 6 1~ ~ IO T b'1 ~ N~f tf nIJfO K1Op.'Op ~ 2 M m N ry • O d r~ ~ ~~p ~ ` ~ O ~ a = m 03 • ~ ~ `C n m H O N ~ q ~ n , ~ V~ ~ ~ ~ O N O '1p! 03 ~p 1p K 6 R ID N m N J C 2 10 ry O ^g~ff L C m ~ y8`GO romM~ iNn O ~ 0~ N n . . ~ ry Nu N jN S C i~yy1 ~f ` fA G1 ~ ~~ry n `,NC O, » L J ~ ~ C 6 ~ '23 N S O 0 ~ 1 ~ N f/1 O ~IC w Nw fl 0 f0 mv d ~ O~ ~ n ~ O q 0 C ~ ~p ► m~ ~ ~ 0 ' m~`e q q 7d ~m 3 v "O~ d 3. 'w1° vi ~ o m o O ow, 4- R» m i b ~d ~ ,A mmoas s , ~e g zm 3~.a s gsI i a d oo» l J'p fl/~ W 1 A `A "1 S ~`C IG N O S (D fD : K ~ W 0~ < IC ~ Np ` S (D 0 b m m r~ YJ ~ ~ ~ ~ ~ 00 m m~ o s~, zw v . ~g o K mm v~ ^m O ~ W ~a M ~ LV . d O a N 2 S n N ~ r I S w y a tij n ° o + H . w ~ S ~ > I O N y ~ Q ~ ~ Id tzj ~ ~'IJ F •I S O O t A -iORINRI DCC7N ("1 -~zotum° m <v o m'o~ 'rl O 0 " O n z M 04ZLO Z r m o 0 T -i N am O (!1 Q Z N m, P~ Y j j LJ ~ I I J Ln O Z O y O 2 i o o c m " c i o i ' ~ a m 0 9 N 1 9 °nzmmo~Omom moooi'"° ~ v z°a y ° y m y S t m~ p 1 O N D~imoxa~~ r n i~ P i r c m ~om= °xmo m~ i m n o m c z z r Z _ y n ommn vn?ya z°m v-ioF m y= n m~ K° F ~ x v.il F~ ~n0~~-1 x ~ ~ O r A Z C ~ p p m r a s" m o N F H!" 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O 2 N f+l Z 3 m o " Z p \ y O T ~ G y D m 1 z m N O ~ ~ 9 i 2 O m o m m O m -i y M Z Z K ~ O < m m m x x N N N m ~ o o o m ~ m c a I c m ; z ~ ~ O D A N N f m D r ~ r fn - O ~ o A jl P~ m o ~ VI ~ c Z IIN O D N 9 1- m 9 0 " D o m zo m ~ o w ~ f m N r m N r m D r O m y n a 1 0 z S f o ~n y ~ D 2 p n ; m y Z o m v3 .~DN OZ~ mm m ~ r 1 K O Z rzy Z or Nom Z D 0 D Z ~ x o P~ R_ C D r C O N pm my ' am 1 m oN yD Dv z~ n A mp 9 ~ K r z m N i D m m = A x r m m x ~ O 1 ~ F Cl \ ~ U~ N m ~ n T K 0 y x C Q i im m m N ~ N ~ z o D 0 0 m w ~ 2 N V V O 1o tD a m m 0 X~ N ~ N D G ~m O Z C ~m Q m m O m ~ D ~ j c f7c9 Z <vZ Z O~0 ~l v *2n " Dm3 ti U -I o C n m=!Z v ~Z-1 ~ m { O D 0 (/1 < A Z5 u 3 > Z _ q -0 m ~ ~ =i Z 0 7J ~ ~ ~ rn N ~ . ~ _ _ INSPECTION TICKET JOB r-' l^I~ ADDRESS I ~ 81 (O w ' 3~ Z' " DATE: BLDG. PERMIT# b Z-r4 PERMIT# BLDG. CONTR. `SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. ~r INSPECTION MADE REMARKS V---- INSPECTION TICKET 3 R ' INSPECTION TICKET JOB ADDRESS I( g~ a U~~ DATE: I-7 BLDG. PERM TS PERM IT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. ~ -t TYPE OF INSP. INSPECTION MAD~ ~ REMARKS (/'M-' u JOB ADDRESS V -t DATE: BLDG. PERMIT# 6Z-5 PERMIT# BLDG. CONTR. ~0,j~ INSPECTION TICKET doe 1S1~8/4 ADDRESS ClJ - 3 ~ `1 X / ~ v~- DATE: ~9 -l 9 BLDG. PERMIT# PERMIT# BLDG. CONTfl. J-Ukv~~ SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE REMARKS W.R. FORM 679 W.R. FORM &79 ✓ / V SUBCONTRACTOR DATE INSP. REQ. 0- Cl ~jqa#~ ~6z9 2 INSPECTION TICKET JOB ADDRESS [ lg ~ 32 ~L T~ ~yP DATE:- 6LDG. PERMIT# Nc2 PERMIT# BLDG. CONTR. r'(jv'"'" 12L"` SUBCONTRACTOR DATE INSP. REQ.Z/Z TYPE OF INSP. r P, F~fA~ INSPECTION MADE REMARKS A-- , w~4~J3✓ r / / / \ ~~C', - W.R. FORM 6-19 ~rli ~+47 G! ~i~d E~ k~ ~ ' ~ ~ 4 1 t { F ~ y ~ 1 t ~ I 4a i E Fs ~A ~ ~ ; . \ ``W? ~ ~ t ~ }1 ! ~ ~ ~ .n.P_. a ~ k~ I '"C1 . a • } l j . ~ G~htC . ' ' • ~ w 7~~~+ . k~ ~A r ; ~ ; i~ - ; LOU - REY Geotechnical Engineering Soil & Founda tion Engineering 665-2651 Sub-Surface Soils Investigation Jefferson, County, Co. Prepared For: Mr. Jim Wood 14587 Madison St. Brighton, Calo. 80601 File N0. 91-1352 December 31st, 1991 Lots 4 and 6, Rancho-Del-Sol Wheat Ridge, Colorado. 466-3392 I i , LOU-REY Geotechnical Engineering Soil & Foundation Engineering T0: Mr. Jim Wood 14587 Kadison St. Brighton, Colo. 80601 ssszss1 ass.33sz Jan 5th, 1992 SUBJ: Sub-Soil Investigation Lts 4 and 6 Rancho-Del-Sol Subdiv. Wheat Ridge, Colo. Dear Jim: In accordance with your request of December 23rd, we have inves- tigated the soil conditions at the sites of the proposed residential structures. We are pleased to inform you that the sites are suitable for the proposed homes. - The structures can be supported by Continous Perimeter Footings with isolated interior spread footings without det'rimental settlement. If we may be of any further assistance, please do not hesitate to call. ve_ry trul ours, , nd Assoc. Geotechnical Engrs. Broomfield, Colo. 80020 r oodao7v.r44 ~ o ~ / ~9N3 • . 4L % LOU-REY Geotechniql Engineering Soil & Foundafion Engineering . 665-2s51 ass,=z General: The following report presents the results of a sub-surface Soi1s Investigation at Lots 4 and 6, Rancho-Del-Sol Subdivision, City of Wheatridge, County of Jefferson, State of Colorado. The Purpose of this investigation was to obtain the technical inform- ation and soils property data necessary for the design and cons- truction of foundations for the proposed residential structures. The conclusions and recommendations presented in this report are based upon analysis of field and laboratory data and e:cperience with similar soils in the general vicinity. Fie1d Investicxation Four (4) exploratory borings were drilled on December 26th, 1991, the borings were made with a 4-inch power auger under the supervision of one of our Soils Engineers. The depth penetrated by these borings was to a maximum of 22 feet. As the boring operation advanced, an index of soil relative density and consistency was obtained by use of the Standard Pene- tration Test, ASTM D-1586. The penetration test resu2t listed on the logs are the number of blows required to drive a 140-pound hammer dropped thirty inches. The sites are fairly level sloping gently toward the north and the street, they are covered with heavy weed and grass cover. The test borings indicate that the site is overlain by a layer of Dark brown to brown silty Clay, moist and loose to firm -(top soil), to a depth of 15 to 18 inches. be- neath this layer to a depth of about 6 feet is a light brown to brown sandy Clay, moist and of ined-stiffness, from the 6 foot depth to about 15 feet is a slightly sandy brown fat Clay, moist and of ined-stiffness, frOm 15 feet to about 20 feet is a sandy brown to olive-rust Clay, moist and stiff, water is encountered at about 17 feet, Weathered Claystone Bedrock, Olive-rust to grey in color is encountered at about the 21 foot depth, hard to very hard. 1 LOU-REY Geotechnical Engineering Soil & Foundation Engineering ss5-zs51 466,3392 Laboratorv Testinq: The laboratory testing program was undertaken to measure crit- ical shea.r and consolidation-swe11 characteristics of the soil. Add- itional testing included tests necessary to verify classification and moisture content of soils from the borings. The swe11 consolida- tion tests chich were oerformed on representative samples, indicate that the upper natural soils possess a swell potential varying from 1.5 to 2.5 percent under surcharge pressures of 200 psf. The swell-consolidation tests and Atterberg limits indicate tnat the silty and sandy Clays (CL,CL-ML) have low to moderate swelling potentials. The upper natural soils possess a swe11 potential var- ying from 1.5 to 2.5 percent.:.:.`P&e swelling pressures determined from laboratory tests varied from 400 psf to 500psf. The swelling pressure that must be exerted on the sample in order that no vol- ume change occurs. Potential "swell risk" has been defined as follows: Swell Potential Pressure Swellina (psf) Se11 Damaae Risk 0 - 1 0 - 1,000 Low 1 - 5 1,000 - 5,000 Medium 5 - 20 5,000 - 10,000 High Over - 20 over - 10,000 Very High Based on the table shown above, the "swe11 Damage Risk" assoc- iated with the soils at the site can be classified as "low to Med". Buildings founded on shallow or inadequately reinforced found- ations, experience structural deformations when these materials are subjected to an increase in their natural moisture content. 2 LOU-REY Geotechnical Engineering Soil & Foundation Engineering 665-2651 466-3..'~92 Foundation Recommendations For this particular foundation interior and exterior peripheral drains should be used, leading to a sump pit. The selection of the foundation type for a given situation and structure is governed by tNo basic considerations, number one the foundation must be design- ed so as to be safe against shear failure in the underlying soils; and second, diff2r2ntial settlement ot other vertical movement oi the °o- undation which must be controlled at a reasonable 1eve1, some se*tle- ment will occur, since a11 substances including soil and rock are com- pressible, every foundation settles. Depending on the existing con- ditions, how long it takes for final settlement to take place de- pends on the soil pronerties primarily the coe{ficient of permeability and degree of saturation. There must be an adequate factor of saf- ety against failure oi the underlying soil, which ruotures xhen the shearing stresses produced by the footing loads exceed the shear- ing strength of the soil. The factor of safety commonly required for stresses caused by dead and live loads is (3). The settlement of any footing from the compression of the underlying soil must not be more than use conditions permit. If the foundation soil were absolutely rigid and with easily determinable properties, then sizing the found- ation members would be.quite easy, unfortunat2ly soil is deformable and the design properties are usually not easily obtained; therefore, there is always an eiement of uncertainty in foundation design. Lo- cation of the water table is also important in the design of spread LO U - REY Geotechnical Engineering Soi! & FoundaUan Engineering 66szest footings in order to make allowances for loss of bearing capacity and possible buoyant effects on the foundation and the building. Two basic controls are available to use in selecting the found- ation type and allowable loads. These are the Standard Penetration Test and Consolidation swe11 testing. It should be borne in mind tnat the allowable bearing pressure for design is indeed somewhat of an estimate and plus or minus 300 psf(or even more) tii11 not be a major design iactor. The ultimate bearinq canacitl of the iound- ation soil depends upon the size and shape of tne foundation element the depth below the surface, and the physical characteristics of tne supporting soil. The magnitude and distribution oE the sett'_ement of a loaded area deoends on the physical prope-ties of the soil located beaeath the area, on the size of the area, on the depth of foundation and on the position of the water table. The slightly sandy clays are expansive, and the clay soils exhibit a.presumotive bearing value in the range o: 2,500 to 3,000 lbs/sq.ft. For the pronosed structure continous perimeter footings with isolated interior spread footings are recommended for the building. In tne design of spread foundations it is usually assumed that, if the supporting soil is fairly uniform, as it apoears to be on, tnis site, settlement will be uniform, when the unit pressures exerted are the same for a11 parts of the foundation. The base of the foot- ings must be a minimum of 24 inches below finished exterior grade, and a minimum os 18 inches below finished exterior grade. Ail is- LOU-REY Geotechnrca! Engineering Soi1 & Foundation Engineering . 665-2651 466-= olated interior fobtings must be carried to the same depth as in- terior footings. The footings should be designed for a maximum bearing value of 2500 1bs/sa.ft. and a minimum dead load of 800 1bs/sg.ft. Slab on Grade Construction ' The natural soils encountered by our test borings have suffi- cient strength to supnort proposed floor slabs. However, upon sat- uration, these materials wi11 ex?and significantly and wi11 cause the s1.ab-on-grade to heave and c=ack. Swelling soils (Montmorill- onite Clays), are fairly common occurence in the Denver Metroooli- tan area. Develope-s have come to acc=pt the cons2quenc=s of the swe11 potential contained in these clays as fairly normal, and are no longer alarmed by estimates o;: future pot2ntial slab heaves. Fo: slab-on-grade construction, it is recommended that a minimum of four inches of crushed rock, gravel, or granular material is used under the slab in the living areas. A vaterproof inembrane is to be placed over the rock before the slab is poured. Wire Mesh rein- forcing is recoaunended for intzrior floor. Rock under floor slabs sna11 meet the enclosed specifications "3ock under F1oor 51abs". As expansive soils are present in this area, it is recommended that continous roof. gutters be used. Downspouts should be connected , to a closed conduit system to carry rainvater avay from the foundation. LOU-REY Gefltechnical Engrneering Soi! & Foundation Engineering 665-2551 466.1292 LIMITATIONS The recommendations of this report are based upon the assumption that the soil conditions do not deviate from those disclosed in the borir_gs. If any variations or undesirable conditions are encountered during construction or if the propased construction wi11 dif°er from that planned at the present time, LOU-REY GcOTECHNICAL EVGRS, should be notified so that suoplemental recommendations can be given. This report is issused with the understanding that it is the resgonsibility of the owner, or of his reoresentative, to ensur2 that the information aad recommendations contained herzin are called to the attention of the drehitect and Eagineers for the project and incoroorated in tne plans, and tnat the necessary steps are taken to see that the Con- tractors and sub-contractors carry out such recommendations in the field. LOQ-:L-.? I30T°_CF:;ICxL Lt. I TO LOG 0 1 15" 15" 6' 6' 15' 15' 1 20' 20' 1 22' 0 18" 18 7, 7' 14' 14' 19' ~ Lots 4 and 6 ! Rancho-Del-Sol ?>a ~II Dry Hoisttt-e DZSC2r-'T=3r blows Q ~ S ~acsi C~at=at Test Borin #1 to ot f• D_-7 g Lot 4. Light Brown to Dark Brown Silty Clay, moist and loose to firm Light Brown to Srown Sandy Clay, 61 moist and of Med-stiffness 13/12 Brown 5lightly Sandy Clay, moist 15, and of ined-stiffness. 17/12 Brown to Dark brown sandy Clay, moist and stiff, water a't about 17 feet. Fat Clay, Dark Brown to Oliv-Rust in Co1or, turning to Weathered Claystone Bedrock, Olive-Rust to Grey, hard to very hard. Test Boring 1-3, Lot 6. ~ Light Brown to Brown Silty C1ay, Moist and loose to firm . Brown to Dar!c Brown slightly Sand 6 C1ay, moist and of ined-stiffness. 14/12 Dark Brown Sandy Clay, moist to very moist, loose to stiff. 14' i10/12 Dark Brown to Grey and Olive-Rust I 5lightly Sandy Clay, moist and of ~ Med-Stiffness. Claystone Bedrock I at about 19 feet, Olive-Rust to Grey in color and hard Water at I : about 15 feet. NO signs of Toxic Materials encoun} terer7 LO U - REY Geotechnical Fngineering Soil & Foundation Engineering 665-zes1 4ss-a3ez 103.51 10.7 105.51 12.9 102.31 11.0 104.31 17.8 LOU -REY Geotechnica! Engineering Soi! & Foundatlon Engineering 665-2651 ass-Msz Project: T ~ HrcT~ S L7 ~ z 0 r G ~ H a 0 ~ z 0 U , " , Loaa lpss! i Sample of From mest Iiole~rrom Depth o Natur2l Moisture Content~Naiural Dry Der.sity/~~-~~ LOU - REY Geotechnical Engineering Soi1 & Foundation Engineering ' sss-wsi 466-3392 Project:" r; ~ c: ~ `o ~ < ~ H a c ~ z 0 U , Sa.mple o£ v From '"est Ho1e7z7t, I' From Depth <~c, Natural Moisture Content~, Natural Dry Density~G.,?~ ~ LOU-REY Geotechnical Engineering Soi/ & Foundation Engineering 665-2651 dbo-3392 SURFzCE DRAINAGE AND OWNERS RESPONSI3I1T`!'IES mhe following drainage pr=cautions should o= observed dur_ng consiruction and m2intianed zt a11 times a=ter the structures have been comoleted: A. Compa.ction oi backiill around the interior 2nd extarior foun- dations walls to minimize fuzure settlement. 3. Provisions ior an ad2cuate grade _'or rapid runoi= o= sur_"ace w2.ter away irom :he proposed szruciures. 'tie recommer_d amir.- imum slope oi six inches ia the iirst ien ;e=t. C. DischarEe of roof downspounts and other waier col<eciion sys- iems we11 beyond the limits of the backfill. D. iawr_ watering should 'oe kepi to 2 minimum ior at least i2n feei away Prom the building. L. Lawn sprinkl_r heads sna11 not be placed closer than ien ?eet from the fou_ndaiion aad shali spray outward away _'rom the si- ructur=. SUBSURFACE DR;INAGE 'nrhen the Ground 'n'ater Tab1e is s'r.ailow, oasement 11oor levels should be =stablished as hio a.s practical to minimize numping of Ground 'h`ater. DuTing wetter seasons o: wettiar years the wat2r table may rise as much as two to ihree feet. 'dher= wet conditions 2re en- countered ioundation walls should be water prooied and peripheral sub- surface dainage sytem provieed. The crainage system snould consist of ner?oraied or onen joint tile and washed plus one-auarier 'nch ;ravel olaced around the outside oi the basement are2 a minimum o= one =ooi oelcw the too of the iloor slab. Tne tile s'r_ould drain to a sump aump. At least four inches of fre=-draining gravel should be placed below the basement °l002' 1eve1 t0 iII].R7.IIl].Z2 LT2ri5°2r L7'LZ'OllgR L$8 flOCr S1.'dD5 ?IICl t0 assist ia the coileciion of o ound w2.ter. ~ LOU-REY ; Soi1 Testing Labs ` Soil & Foundalion Engineering ~ 4663392 FOUNDATION WALL WATERAROOFING BACXFILL AREA ' ~ ,k,i ~,F f . •CONCRETE SLAB . : A , . ~ 1.;,•;.: ,r.~,~ . ~.,.t . . . i:.'J ~ J 1 °~l;'~JT!' {f . . ~ ~';j - ~ n~: • 7 . - , , • • ~,L+ . ' ' ^ 4JYa. ~ ~7! ~'.w. .10 p ~ . Jc_ . r p J.f ~ ~t!" ~.,..n' ~".y` S ~i. •S ,f .Ae'rf'.'~'~: ~ ` ~ ~ • . < t - -`~-NYy-.. ~ T . ~ :i:t . . ~i• ' . . . . ' - 4' OIAMETER PEAFORATED - BUILDING PAPER ON •PLASTIC PIPE ~ TOP Of GRAVEL POLYETTIELENE MEMBRFWE MINIMtJM DEPTH Of CLEAN . GRAVEL, E" INCH£S ( MIN . CONCRETE FOOTiNC SI2E 1 INCN Detaiis of peripherat drain system Cantinuous Feetinq Feundation Spt«n SLQPE TO DR41N INTO SVITABIE OUTIET, p£R FoOT flGi1R£ ~ LOU - REY Geotechnical Engineering Soil & Foundation Engineering ss,--zzrssi 466.3392 APPENDIX Suggested specifications for placement of compacted Earth Fi11s and Back°i11s GENERAL A soils Engineer shall be the owner's representative to supervise and control a11 compacted fill and or compacted backfill placed on the pro- ject. The Soils Engineer shall approve a11 earth materials orior *.o their use, the methods of placing, and the degree of comnaction obtained. A certificate of approval irom the Soils Engineer aiil be required prior to the owners final acceotanc= of the :illing onerations. Katerials The soils used for compacted fi11 beneath interior floor slabs and back- fi?1 around foundation wa11s shall be impervious and non-swelling Por tne depth shown on tne drawings. No material shall be placed in the fi11 having a maximum dimension of six inches or greater. a11 materials used in either compacted f±ll or compactzd back°i11 shall ne subject to the apDroval of tne Soi1s engineer. Preoaration oF Subqrade A11 topsoil and vegetation shall be removed to a depth satisfactory to the Soi1s Engineer before beginning nreparation of the slibgrade. The subgrade surface of the area to be filled shall be sca*i°ied to a min- imum depth of six inches, moistened as necessary, and compacted in a manner specified below for the subsequent layers of fi11. Fill shall not be placed on frozen or mudd_v ground. Placinq Fi11 No Sod, Brush, frozen material or oiher deleterious or unsuitable mat- erial shall be placed in the fill. Distribution of mate*ial in the fi11 shall be such as to preclude the formation of lenses o: material dif°er- ing from the surrounding material. The materials shali be delivered to and spread on the fi11 surface in such a manner as wi11 result in a un- iformly compacted fi11. Prior to compacting, each laye* shall have a maximum thickness of eight inches; and its upper surface shall be apo- roximately horizontal. , LOU-REY Geotechnical Engineering Soil & Foundation Engineering ess-zesi 466.3:392 MOISTURE CONTROL The fi11 material in each layer, while being compacted, shall as nearly as practical contain the amount of moisture required for oDtimum com- paction; and the moisture shall be uniform tnroughout:the fill. The contractor may be required to add necessary moisture to the backfill material in the excavation if, in the opinion of the Soils Engineer, it is not possible to obtain uniform moisture content by adding_water on the fi11 surface. If, in the opinion of.:the Soi1s Engineer, the mater- ial orooosed for use in the compacted fi11 is to wet to oermit adequate comaaction, it sha11 be dried in an acceptable manner prior to placement and comnaction. COMPaC'"ION When an acceptanle, uniform moisture conient is obtained, each laver sha11 be comoacted by a method acceptable to tne Soi1s Engineer and as specified in the ior=_going reoort as determined by the Standard Proctor Test (ASTM D698). Compaction sha11 be performed by rolling +ith apn- roved tamping rollers, pneumatic tired rollers, tnre=-wheel power rollers, or other approved equipment we11 suited to the soil being compacted. If a sheeps-foot rollet is used, it sha11 be provided with cleaner bars so attacned as to prevent the accumulation of material between the tamper feet. The rollers should be so designed that the efPective aeiyht can be increased. MOISTURH - DENSITY DETERMINATION Samples of representative fi11 materials to be placed sha11 be furnished by the contractor to the Soi1s Engineer for determination of maximum den- sity and optimum moisture for these m aterials. Tests for this determin- ation wi11 be made using methods conforming to requirements of ASTM D698 Copies of the results of these tests wi11 be furnished to.the cont:actor-. These test results sha11 be the basis of control for compaction effort. DEVSITY TESTS The density and moisture content of each layer of compacted fi11 wi11 be determined by the Soils Engineer in accordance with ASTM D1556 or D2167. Any material found to not comply with the minimum specified density shall be recompacted until the requir2d density is obtained. 2he resulsts of a11 density tests will be furnished to both the owner and the contractor by the Soils Engineer. 2 LOU - REY Geotechnical Engineering SoiJ & Foundation Engineering 665,2651 ass-3ss2 GUIDE SPECIFICATIONS FOR ROCK UNDER FLOOR SLABS DEFINZTION Graded gravel or crushed rock for use under floor slabs shall consist of a minimum thickness of mineral aggregate placed in accordance with these specifications and in conformity with the dimensions shown on the plans. The minimum thickness is specified in the accompanying report. Mr1T E R I AL The mineral aggregate for use under floor slabs shall consist of broken stone, crushed or uncrushed gravel, quarry waste or combination thereof The aggrzgate shall be free from adobe, veqetable matter, 1oam, volcanic tuff and other deleterious substances. Zt shall be of such quality that the absorption of water in a saturated surface dry condition does not exceed 3% of the oven dry weight of the samples. GRADING The mineral aggregate shall be of such size that the percentage comp- osition by dry weight as determined by the laboratory sieves (II.S. seives) will. conform to the following grading: Sieve Size 3/4 N0. 4. N0. 200 Placincr PercentacTe Passing 100 0-10 0-2 Subgrade, upon which gravel or crushed rock is to be placed, shall be prepared by removing grass and roots, Where loose topsoil is present, it sfiould be tamped or rolled. Density and moisture content require- ments wi11 be specified by the Soils Engineer. ~ DAVID B. SGUAFSMA 7I73 S. SEBPING CT. DEMVEA, CO 80237 ~`/'.4 2/, 6 /4' Z K-1C..~~O~dC V4r~dLln ~Uv~ . ~ lv4a,f Zd5e. Cv , , L/-p$i9'^ ~Jno~'~'Ylvv~f - SQ1L iitloeknj 54, tie- -}v,. v~e r~es, - Co~ a/~ ~ 1 T+on J vxeo.-~- 9(- /3S Z c(a-~cd' Iz/31 I4/ ~~ov. LoacQ L, u.a. 440 C~2aa.~2 1 S j M ~~o~ L o.~,P ~ ;%_si~a;~•, G, ~v~. SNatt~ 3 ~ ; r~t5iF2~.~..I a ' / S ~ f~ L' ~E . ~ ♦ T1A►oeQ I S /v ui. ~ io T ^~,n LIX~'v w a ~ cQy ,~Qo c ~i., pr ~ 3 6 0 F1.0 L~Zqo . V12 I✓ON~ /'~r C.jnf~ri.a~`la.. l_n~-a4 L.N/nL{~ dr TYU3 ialIT ~7`oO~va.~5 O S Ylo~e.eK Jn C14i aQv wa Oac wUWA 4kA2A- ~r70 (00.~5 ` . yax d4j," r,r~( v,t- - Zt~oo Gr~/ ' . /l1l H, n tQ2e..X ~v~ - r6. 1411 n / a01 uM A~l 7'~~ - Z4 &--,12e.e. ex)t~i.-0 qvo~ ~q J V 5-e 3 00 O QS.~ C' Un Gti~-¢~ U~e. )ylAvlw 4~ ~'kl-~r,o~ ~Kv,v.~n.¢va~ •dct'n ~Ya~nS. 6atre5Q„ Do01 "c~-e`S - Uk 2 - / ~lq~C//7P `1it,.i Lwn.~! I DAVID B. SCNMFSMR 3773 5. SEBNIMG CT. DEM'ER, CO 80237 S~y T -4 t1 v~ q ~ rt2.P v~ O`c - PlJ Z/ Y OOQ ' ~y S Jti J ~ L-CL C+P u S2 C.lJ»pc ` `~Gt~ r • ~ Seaok,oo,.,. -g Ll edvN vsO- 2xro'z C rz" pjn.fl voarl 2~- ~ SQp`^ ~ U 3.e- 2 x)o c e/(oo a.6rN0..2Y+ -YJV ~YOa71.. 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