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HomeMy WebLinkAboutpitkin.bldg.272920305030LAYOUT Certificate of Occupancy or Letter of Completion (most recent project) Permits Final Inspections Any Supporting Documents Site Plans (no architectural plans) If there are previous projects they will follow in the same order. a41.~~I ~ f'FTKIN C®MlbilJNflTY ~~VEI.®~14H£1~'f ~£~~kf~TM~1~YT TILLS C£RTdPICrETE ISSUED PURSUrLVT TO THE REQUIR£hI£NTS OFS£CTlON 30? OP TA£ 198 EDITION OF THE UNIFORM BUILDIN& CODE. Tf CERTIFIES THrtT afT TII£ DttT£ OFISSUtFNCE, Tfl£ STRUCTURE AS D£SCRI$ED B£LO}Y FY~iS IN COMPLIANCE 1Y17'f1 TI!£ Vi4RlOUS R£SOLUTTONS AuVD ORDIN,~IVCES R£fiULriTIN6 $UILDIN~ CONSTRUCTION AND USE IN THIS JURISDICTION. Use ClasaiScation: Single Family Residence Building Permit: 5-25 Legal Description: Lots i & 2 Building Address: 0010 Elk Mountain Dr. Owner of Building: Jake & Shazon Maness Owner Address: 2501 Cisar, Glenwood Spgs. Group: Use Zone: R-3/U-i AFR-10 1`ype Construction: V-N Description: 3,096 square feet including three bedrooms, two full baths, one 3/4 bath, one kitchen, and an attached one-car garage. C mments & Re ctions: Chief Building Official Date Note: Ia all occupancies, except R, thin certificate meat be posted in a conspicuous place near the main eslt oa the premises for which it ie issued. Any alteration or use of these described premises or portion thereof without the written approval of the Building Official shall negate thts C.O. and subject it to revocation. t30 9. Galena BUILDING PERMIT APPLICA~N General Afipen, CO 81611 G i, . 303,'920-5440 ASPEN*PITKIN COMM~F1'ITY°d~V~Lf~PMENT DEPARI"MENI" bonsfr`liction M /' PITKIN COUNTY ~ CITY OF ASPEN ^ Permit 920-5448 Inspection lirie ~~ Applicant to complete numbered spaces only. N0. :~ JOB ADDRESS 1. d~c h ~_ f21 or/c BD LEGAL 2. Desc LOT NO. ~ ~ BLOCK TRACT OR SUBDIVISION (^SEE ATTACHED SHEET) ~ -C OWiNER MAILADDRESS ZIP PHONE 3. Jm~kc' ~` S~~ er,'i%is~~' so ~is ~ ~ ~ ' DE FD . . . , rf S ~ ~ c~ ,~~-9/.s CONTRACTOR ~ MAILADDRESS 'LICENSE NO / oS' ~9 // ~2/il[~'c~~ 4 s° a/ ~ f `° ~ ' ~f FN 'Y . l:~ ~r~i .~rs ~ l ri~'~ ~.e6o~ - o ~, 9G3 9~~3 - ARCHITECT OR DESIGNER MAILADDRESS LICENSENO MH ENGINEER ~ MAILADDRESS PHONE LICENSE NO QL~S OF WORK 7. pE NEW ^ ADDITION '^ ALTERATION. ^ REPAIR ^ SQUARE FOOTAGE ZO NG FEE - CENSUS CODE ~ r_ ~ ~ ~a $ ' ~ 1 p ~^ USED ILDING PLAN CHECK FEE PERMIT FEE 3.5%USE AX DEP VALUATIONOF WOK - 10. $ L~~ a~ Type of Construction Occupancy Groop L Brea //~/ -3 11 r . Is there food service in this buildin ^ vES o 9 si:a er amlam ~ (Total square ~LI Nn orsmdaa oqc Load 12. Is LPG used? - Yes c No h ~ ', .! ~„_, 13 R .OF BED OOMS Use Zone Flre Sprinklers equired? ^Ye o . emarks ~~2s~y ~ Ex~ ZING q D ~ Q r Z '. (V~ ~ _.' V t ~ Alarm System Required? OVes o ~ / ' `'` `~' • ~^-•~~ w No. or Dwellin g Unns OFFSTREET PARKING SPA CES ` - ~ 9 ~ ~ Covered Uncaveretl SPECIALAPPROVALS REQUIRED AUTHORRED BV DATE- ~~~ qq ~ ~ x ~ C ~Y ~ 20NJN - ~ D ~, i .~ . + Y H PC...... 9 J ~ .~'.~ k •-~~ i} r 1 ~ y.~' ~ .M ..'u x a f gyp. «Y A.. e ~ I PARK DEDICATION . _ PRESUBMITTAL gPPLICATION ACCEPTED PLAN CHECKED gppgOVED FOq SUANCEN' ?' ~•ENV[ROy HEA .. ' ' ' ' "'" ~~` ~~ ~~ - II ''.¢ ~~ / /// ~f j ~~ ~ X BV - ~qY~ E ~ ~~ ~ ENGINEERING EY BY qy L J//!// "'-""_'~- PgRKS / ~ Y . ~, ` ` DA~ ~ l ' E ~S HOUSING . DAT DATE DAT PLANNING ~ I ` FIRE MARSHAL SF P ARATFpGaM G Q iT RE R IR D FOR ELECTRICAL, PLUMBING, HEA~N G, V NTlCATING OR A 1~NING "•^••- .~-„- wATERTAP 4 rL tr _.~ ,r - . ~ THIS PERMIT BECOMES NULL AND V01b IF"'N/0RK OR CO~JSTF~ CTl6 OTHER _.~ J N AUTHORIZED~IS NOT COMMENCED WITHM 120/80 DAYS,bR IF CON- STRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD -... PAYM T OF PITKIN'COUNTY USE TAX OF 120/180 DAYS AT ANY TIME AFTER WORK'1S COMMENCED. ~ MONTHL OR QUARTERLY RE RNS WILL BE SUBMITi'ED I HEREBY CERTIFY THAT I HAVE READ AND `EXAMINED THIS APPLICATION AND KNOW THE SAME TORE TRUE AND CORRECT: ALL PROVISIONS OF " ^ DEPOSIT METHOD o 25%OF THE PERMIT VALUATION PAID' I ' LAWS AND ORDINANCE'S GOVERNING'THIS TYPE OF WORK WILL SE COM- ATISSUANCE A FlNAL 13EPOYiT 6N TOYALACNAL COST HYUST' °~ l ' PLIED WITH WHETHER SPECIFIED HEREIN OR NOT THE GRANTING OF A ' BE FILED WITH IN 90 DAYBbF SUBSTANTIAL COMPLETION OF' ` ' PERMIT DOES NOT PRESUME TO GIVE AUTHORITY'TO VIOLATEDR CAN- WORKAND/ORISSUANCE OFTHE CERTIFICATE OPOCCUPANCY I CEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING . '~ ° COCTIO ERFORMANCE OF CONSTRUCTION. ..-. G EXEMPT: EXEMPT ORGANIZATION ~ '. ^ RESALE: STATE & PITKIN COUMRV REBALE NO. __~ - sIGNArugE9 cNTgACTOgo quraoR¢ED AGENT --(DATE? ANYONE WHO USES AND/OR CONSUMES BUILDING MATERIALSAND FIXTURES IN PITKIN COUNTY IS SUBJEbT70 THE 35%USETAX _ I, PROPERTV'LIENS MAY BERLACED a'MTHE WNER SANY ' so T EopowNEq pFOWNER SUILOEg1 O Y /OR THE CION- T ' IDgrEI ~. - u, ••,• • RACTOR S PROPERTY WHEN USE TAX IS NOT PAID TWC CM1Or.1 ~ CM1eck V.Ir~d Don •ZOning Valitlation Pen i r..~ r ~~j ~~~ ~a~~,~~ WHITE-FILECOPV CANARY APPLICANT PINK-Bt K STARTED WITH CPfJT PERMIT WILL BE`DUUBLE FEE` ~ ~ ~+n __f 3.5 % t)se3Tax D~pos,~if"Validatio~ (1 .G-~."" ~I~^ _~.°~ 1 ~ b_~ _~~, `~ ~ `~ , 110.1 rDEPARTMEN7 GOLD ASSESSOR ,.~~z~s ,-.,~«.,m ' ~~ s~ '~ 130 S. Galena P Aspen, CO 81611 303/920-5440 ~) 920-5448 Inspection line I' 1 0111','... LEGAL LOT NO. BLK TRACT ([7 SEE ATTACHED SHEET) ~, DESCR. OWNER MAIL ADDRESS ZIP PHONE ' C ACTOR MAIL ADDRESS PHONE CITY LICENSE NO. STATE LICENSE ~h0. ARCHITECT P ENGINEE MAIL ADDRESS PHONE LICENSE NO. '. USE OF B ILDING: '~ /~~~fjfjj''' BUILDING P ' y/ (/' CLASS of RK: NEW ^ ADDITION ^ ALTERATION ^ REPAIR Is there a restaurant in this building? '.. USE OF BUILDING DESCRIBE WORK: PERMIT FEES ' NO. TYPE OF FIXTURE OP IT FEE ,,,,~ Water Closet (TOilef) QG^ Bathtub ,/ ~+ Lavatory (Wash Basin) 4dG Z Shower ©d ' ~ Kitchen Sink 8 Disp. Dishwasher SPECIAL CONDITIONS Laundry Tray Clothes Washer O .. Water Heater M/BTU ea. ~d-p, J Bar Sink Drinking Fountain APPLICA O I Floor Sink or Drain `~/^~, TI N ACCEPTED PLANS CHEC KED : APPROVED FOR ISSUANCE: SIO Sink ' l ' p By By~~(/ _ 1t ~ + gy~s Gas Systems: # Outlets j ' Date ~+°~~- G~+ S'L- -L~.- _ Date- ...L ~- , Date ~ j _ Water Piping 8 Treating Equip. a~~J _ _ _ N TILE Bidet THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NO Other .., Vii. T COMMENCED WITHIN 120 DAVS, OR 1F CONSTRUC- --'- TION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD bF 120 ' DAVS ATANYTIME AFTER WORKISCOMMENCED: ~ --- Fixture Fee $ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINEDTHIS APPLICATION AND ~ KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS AND ORDI- Permit $ ~~ / NANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SUBTOT SPECIFIED HEREIN OR NOT THE GRANTING OF A PERMIT DOE 7 PRE AL $ S NO SUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANV OTHER STATE OR LOCAL LAW REG T ~ Use TaX $ '. ULA ING CONSTRUCTION (JR THE PERFORMANCE OF CON STRUCTION. TOTAL DUE $ SELECTION OF METHOD FOR PAYMENT OF USE TAX ~ _ ` )~' MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED zv S S SIGN EOF CONT OrOR OR AUTHORrzED AGENT L DEPOSIT METHOD 3'k% OF 25% OF PERMIT VALUATION PAID NOW (DATE) AT ISSUANCE FINAL REPORT ON TOTAL ACTUAL MATERIALS COSiT MUST BE FILED WITHIN 90 DAVSAFTER COMPLETIONbF WOR( . GENERAL CONTRACTORS CHOOSINGTHIS METHOD MUST REPOFYT AND REMIT TAX fOR ALL SUBCONTRACTORS THAT DO SIGNATURE OF OWNER (IF OWNER BUILDER) NOT OBTA N THEIR OWN PERMIT VAL T (DATE) . UA ION ^ EXEMPT: STATE 8 PITKIN COUNTY RESALE NO EXEMPT ORGANIZATION /~ ` ~ ?~~ JOB ADDRESS ~,____.T ~ ~,. > 3'/x% Use Tax Deposit Valitlation COPIES: WHITE-FILE YELLOW-APPLICANT PINK-REPORTS PITKIN COUNTY CITY OF ASPEN Cl ' I ELECTRICAL PERMIT APPLICATION 3 130 South Galena ASPEN * PITKIN FIEGIgNAL BUILDING bEPARTIVIEN I" ` " `" ' I Aspen, CO 61611 PITKIN COUNTY~I CITY OF ASPEN ^ 303/920-5440 ~ 303/ 5448 Inspection Line JOB ADDRESS (#antl street) OWNER ` PHONE ~ ~ V\ N E.S S' ELECTRICAL CONTRACTOR MAILING ADDRESS ZIP PHONE - COLO. LIC. # ' ~ ~ ~nrt.tc cp r-~c 5 7- o S.a L ~Q ' BUILDING PERMIT # OCCUPANCY GROUP TYPE CONSTRUCTION - SQUARE FOOTAGE ' S"3-S" ~) o o '' USE OF BUILDING ELECTRICAL VALUATION ' ~ ~~.IfMW Y~~ $ '. DESCRIBE ' CLASS OF WORK `, ^ADDITION ^ALTERATION EW ^CONSTRUCTION $EgVICE ~ p'OTNER' "" ~ "' DESCRIBE WORK.IN DETAIL (FORADDITIONS ALTERATIONS INDICATETVPE NUMB AT 6 , , , ER AND L C ION Of SOURCEOF CIRCUITS) Q-w ~ ~ . ~ !- ~ _ ~l ~' ~~ is., i . ~ ,. 4~t ,~l~ r4 yg~y 0 ^ ~ q R ~. n, :. ~11r. .iii `~a - n ne , /q' /, H b ~ :~ . ._.. :v:. ..::. sA. II ~... ~" a~.tir . ".e-. ~. ..I_cN. .x ..,. .nA,. u OWNER/APPLICANT: The untlersigned applicant to personally perform electrical work on the described property or resltlence hereby certifies, as ' a condition of issuarce of such permit that the above describ d s , e property or re idence Is owned by the applicant that the appllcantis not engaged in I the business of construction or remodeling; and such propert Is not Intend d fo l s e y . e r sa e or re al , nor is it rental property (occupied or to be occupied by tenants, whether transient or permanent), nor wilt it be generally open to the publlc.lt is understood that compliance with these assuranc i di ' i es s a con - l on of the issuance of an electrical permit to the applicant pursuant to the provisions of C.R.S. 1983, Section 12-23-111 (2J (as amentled), and that fail- ure to comply here) ~ h will b tl f roun s or revocation of the electrical permit or any certificate of occupancy issued with respect to the property or rest- ~' dance describ z-~ Applicant: _ Date: __ ~7 ~~ (T ~ 1~ '' PA ENT OF PITKIN COUNTY USE TAX - .. ^ExEMPT BxEMPT ORGANIZATION ^ MONTHLY OR OUARTERLV RETURNS WILL BE SUBMITTED: ~ ~~~ ^ RESALE: STATE BPITKIN CDUNITV RESALE NO - ^ DEPOSIT METHOD 35% OF 25% OF PERMIT VALUATION PAID NOW AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL MATERIALS COST MUST$E F T ANYONE WHO USES AND/OR CONSUMES MATERIALS AND FIXTURES IN PITKIN ILED WI HIN 90 DAYS OF SUBSTANTIAL COMPLETION ~OF VJORk'AND/OR ISSUANCE OPCERTIFICATE OF OCCUPANCY COUNTY IS SUBJECT TO THE 3.5%USE TAX PROPERTY LIENS MAY BE PLACED ON THE OWNER SAND%ORTHE CONTRACTOR'S PROPERTY WHEN THE USE TAX IS NOT PAID. NOTICE F USE TAX ERMIi FEE / ~ or all work done under this permit, the permittee accepts full responslb Illy for compliance with (he National Electric COtle the Qty of As en ordin n @ , p a ces, antl all other county resolutions, city odinances, state laws, hi W ~ /1 .p w chever applies. Permit subject to revocation or suspenslodfor viblafdn of any laws governin sam A l/ g e. n acceptetl final electrical inspection shall be obtbined prior to using the elec(ddal system. A final electrical in- spection shall be requestetl within 48 h f BUI DEPARTMENT ACCEPTANCE ours a ter completing an electrical installation. ~ APPro B Date `/ '/ r V ' PERMIT VALIDATION _- ~~_~ DATE RECEIPT# TOTAL SIG ATURE OF APPLICANT - DATE _.. . White-Files Cnnv f`n r. n....l:,....:. PERMIT NO: 1 ~ ~ ( 6 ~~p' a~ -'.4 n . , ---.-, ..~r•.._ -... ~ .~~,. .•.u,r..,uy veyanrnen[ LiOltl-ASS2SSOr -... 'I ` ix, r. . ~ .. ,- . : ,~~... . l ELECTRICAL PERMIT APPLICATION 3 130 South Galena ASPEN*PITKIN REGIONAL BUILDING DEPARTMENT Aspen, CO 816tt PITKIN COUNTY. CITY OF ASPEN ^ ~ ~ ~- 303/920-5440 PER ', JOBADDRESS (#and streeQ '" "' '' ~~~~ c ~- a ~t ~ tN ~ tests. -,~ ~ v ~ e~~~~ ~~m~ OWNER / REPRESENTATIVES PHONE ELE RICAL CONTRACTOR MAILING ADDRESS - 21P PHONE COLO. L(C. N '~, C C QcsV-!~ /-~c...~ 5f l ncT ~ -r!/3o BUILDING PERMIT # OCCUPANCY GROUP TYPE CONSTRUCTION SQUARE FOOTAGE ' /~ USE OF BUILDING EL@@ECTRI~C/AL VALLUATION ' bESCRIBE ',. CLASS OF WORK ^ ADDITION ^ ALTERATION ^ NEW ^ OTHER DESCRIBE WORK IN DETAIL (FOR ADDITIONS.ALTERATIONS, INDICATE TYPE, NUMBER AND LOCATION OF SOURCEOF CIRCUITS) ' ~'l,u C~T(Uhr V '... L. OWNER/APPLICANT: The undersigned, applicant to personally pertorm electrical work on the following describe property or residence: hereby certifies; as a condrtlon of Issuance of such permit, [hat the above described properlybr tesldence Is owned by theapplicant~ that the applicant is not engaged iri the business of cohstruction or remodeling; and such property is not intended For safe or resale, nor is It rental property(bccupletl or to be occupied bt1 tenants, whether transient or permanent), nor will it be generally open to the public. It Is understood that compliance with these assurances is a condi- tion of the issuance dfan electrical permit to theapplibaht pursuant to the. provisions of C.R.S. 1983 Section 12-23 111 (2) (ae amended), and that feili ure to comply herewith will be grounds for revocation of the electrical permit or any certificate of occupancy issued with respect to the property or rest',. Bence tlescrib Applicant:. Date ~~L./_ <0'rv~U/ SELECTION OF METHOD FOR PAYMENT OF USE TAR ^ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. ^ EXEMPT:STATE&PITKIN COUNTYAESALE NO. EXEMPT ORGANIZATION O DEPOSIT METHOD 3 % OF 28% OF PERMIT VALUATION PAID NOW AT ISSUANCE. FINAL REPORT ON TOTAL ACTUAL NTATER7ACS COST MOSY"BE FILED WITHINi BO DAYS AFTER COMPLETION OFWORK GENERAL CONTRACTORS CHOOSING TI1IS METHOD MUST REPORTANOREMITTAX FOF2 ACL~SUBOONTRACTORSTHAT DO NOT OBTAIN THEIR OWN PERMIT ^ DOUBLE PERMIT FEE NOTICE For all work done under this perm t the permittee accepts full responsibility far compliance wRh the Natwnel. Electric Cotle, the City of Aspen ordinances, antlall other county resolut ons, city oigmances state laws .whichever applies Permit sub ect to revocation or n io f i l i f USE TAX @ ~P PERMIT FEE L. ~ ~ ~ ~~ '', I . suspe s n or v l o at on o any laws governing same. An accepted final electrical inspection shall be obtained pr or to using the electr cal system A final elecfr cat in- spection shall tie requested within 48 hours after completing art eledncal installation. BUIL NG PARTMENT ACCEPTANCE ' _ ' Approve y ^ Da4e /N /, jam, - ' PERMIT VALIDATION ' SIGNATI E FAPPLICANT GATE DATE ~ S- RECEIPT# a r rX )J~//// TOTAL '. $ !V' I v ~wr ~=~w.~-..aaeaavia wpy rmic-nuuoing uepartment Flle Goltl-Customer'sCbpy Green-Finance __ _ ,_, ~; MECHAh~CAL .PERMIT A~'PLICATLON 130 S. Galena Aspen, co at511 ASPEN /PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 920-5090 ' _ ,...... .. 920-5448 Inspection Line PITKIN COUNTY , CITY OF ASPEN ^ ~~~~ ~l ~~ JOB ADDRESS LOT NO. LEGAL DESC. BLK qq a''d- TRACT N Sk'o ( SEE ATTACHED SHEET) ' ~ '~ ~tVlSfv~. ~JNR- ''' O NER MAIL ADDRESS ZIP~^T - PHONE CONTRACT R `t`c~ ~,...ess MAIL ADDRESB PHONE C NSE 1. -9 t3 ~l 42~~0 8 ARCHITECTOR ENGINEER MAILADDRE55 - PHONE ~ LICENSE DSE OF BUILDING Nl~'.~J/J V ~~ ~~ BUILDING PERMIT NO. ' / '.,. CLASS OF woRK: EW ^ ADDITION ^ ALTERATION ^ REPAIR Isthere a res taurant in this building? Yes ^ No~' DESCRIBE WORK: '. J~ J i~,y~ I Type of Fuel: Oil ^ Natural Gas Q LPG ~'. PERMIT FEES No. Type of Equipment Fee C~ Forced Air Systerns-Gravity8ystems-B.T.U. ' GJ^ Wall, Suspended or Unit Heaters APPLICATION ACCEPTED: PLANS CHECKED: APPROVED FOR ISSUANCE: ev _- ar r> r, ~ Dale Dace Lbfe NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR AUTHORIZED IS NOT'COMMENCED WITHIN 180DAVS; OR TION OR WORK IS SUSPENDED OR ABANDONED FOR A DAYS AT ANV TIME.AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ ANDEXAMINED THIS APPLIC THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS 60VERNINO THIS TYPE OFWORK WILL BE COMPliED WITH WH HEREIN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME ITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANV nTHZR RTA 3OR AUTHORIZED AGENT Repair, Alteration or Addition to Existing System ' / Boilers (includes vent) B.T.U. ® ~. ', Q Air Haritlling Unit- ,; C.F.M. - Q Evaporative Coolers ._ Ventilation Fan Range Hood Gas'piping' CAM f.,^ Q Gas Log or Appliance (~ Other Use Tax $ ATION AND KNOW - TOTAL FEE $ ` ~ , AND ORDINANCES " . ETHER sPECw@D PAYMENT OF PITKIN COUNTY USE TAX ' TOGIVEAU7HOR , ~MONTHLV OROUAFiTERLY RETURNS WILL BESUBMTTED 7E OR LOCAL Uw uCTION. . ^ DEPOSIT METHOD:3:6%OF 25%OFTHE PERMIT VALUATONPAIb ,: AT ISSUANCE. A FINAL REPORT ON TOTAC ACYUAL COST MUST E' ~ " FILED WITHIN g0 DAYS OF SUBSTANTIAL COMPLETION OF WORK j ~ AND/OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY (DATEj' ^ EXEMPT: STATE&PITKIN COUNTY RESALE NO. EXEMPT ORGANIZATION ' ^ .~~ ANYONE WHO USES AND/OR CONSUMES SUILbINC MATERIALS AND ICiNAIURE OF OWNER (IF OWNER BUILDER) Permit Validation ~.5~~~, /Y~~ COPIES: WHITE-INSPECTOR FIXTURES IN PITKIN COUNTY IS SUBJECT TO THE 3 5 % USE TAX. I" e'4 P,FipPERTY LIENS MAV BE PLACED ON THE OWNER'S AND/OR THE ~ (onTE~' -, ax `CONTRACTOR'S PROPERTY WHEN USE TAk1SNOT PAID. ~ ;'~ ~ ;3'h% Use Tax Deposit Validation ~3 P995 . ct~ _c. s rtp' '.. ,~ t III VE4LQW APPLICANT F'1~1~FILE GOLD-FINANCE - ~ ~• ASPEN*PITKIN COMMUNITY DEVELOPMENT DEPARTMENT ~ 1 30 South Galena Aspen, Colorado 81 61 1 97D/92D-5090 BUILDING INSPECTION CHECK LIST Inspection ~- Reinspection Partial r....,..i,.T„ ~ ~ ^ STEEL (REBAR) ^ ELECTRIC LUMBING ^ MECHANICAL I~LDING Footings Constr. Service Underground Rough R-Frame Cassions Underground Waste & Vent Flue(s) _ Insulation Wall Rough Water Pipe Gas Log _ Drywall ' Wall Cores Perm. Service Gas Pipe -i Combust. Air - Special Struc. Slabs Final Final V Ventilation _ Mobile Home ' Pads Bonding 'Fire Sprinklers Kitch. Hood , _ Final ~/ Piers Special - Final - Bond Beam - ArronTorll I A........Md. _~\~ .~ ..-. ........r ......... .....cu You are required to make the h 'Contact Fire Marshal for sorinkler nemspecnon ree g on the construction which is now it A ^ .- m ~~n. instructions to SC IP ION: els _„~ Garage: Att. ~ A/~ Det O L Ent Y Y Bedroo ms ~ Full Baths ~ . Carport 3/a Baths ~ ~/z Baths Ki h ~ Decks I ~- Media Room - M Librar y -Office/Study ` - tc en Dining Llvm 9 -L Family/Rec _ Exercise Rm. _ Solarium/Greenhouse _ Storage _ Laundry ~ Mech ud Room _ Sitting Room _ Den _ Breakfast Nook _ . Other: _ ~(_~(~ Fire la M ~ p ce: ake Model # Gas Appliance: Make Model # Address / ® ,(~ 9 ~ ~ 3 ~j(S Contact Phone h~, ~j p 7o3 ~ /d / J t~ Subdivision Request Recd. ~ ~~ ~-j S~ p~ Contractor Owner ~ / , C 5 o rE Requestf T W TH F 1~ME NaME M. im F, ,i ., .Date Ins Inspector fil -. 1T~rf /~~ i... Rev.&95 e,l ~~ ~, r~~, :~°*, ASPEN*PITKIN COMMUNITY DEVELOPMENT DEPARTMENT ~ 130 South Galena Aspen, Colorado 81 69 1 970/920-SD90 ~' BUILDINGlNSPECTION CHECK LIST Inspection ~ Reinspection Partial r`....,.,~,,.,, t ~ s ~% ^ STEEL (REBAR) LECTRIC ^ PLUMBING ^ MECHANICAL ^ BUILDING Footings Constr. Service Underground Rou h 9 - R-Frame Cassions Underground Waste & Veht _ Flues () _ Insulation Wall Rough Water Pipe Gas Lo 9 _ Drywall Wall Cores Perm. Service Gas Pipe _ Combust. Air _ Special ~ Struo. Slabs - ~ Final Final Ventilation _ _ Mobile Home Pads Bonding 'Fire Sprinklers Kitch. Hood - _ Final Piers - Special - Final - ' Bond Beam - t ~~ ..__ vra,.... -,. t~, - ieiec[ea u Reinspection Fee $ corrections on the construction which is now in progress. n •••~~~• Uas apppance: Make Model # Address ~`r~ ~(/~ ~. ~ ~ ~~ .Contact Phone Subdivision Requ Contractor (~ o.Q~~ p^ Requ Owner ~`~ ~iYl(i~1 ~ Date ~~a~~e~~ ~, ~~~ 1 ,: _ , _ _ _ __ ~Q~QsS ZONING CHECKLIST ! .~'^a Owners Name _ ~ t~.f1 P. SS , ~~~~ P. ~ ~ti,r, ~c*~-, h , Contact PersonMumber __ ~~,~., . X79 - ~/'~~ ~ Job Address Permit # 5-,~ ~' Date Reviewed ~-9 9~ Lega! Description ~O~ / ~ 2 ~ /k ,~7'- n '%j -~- Access Permit #94- ^ Existing Access 1041:~Minor ResolfionNO. PIatM~Bodt~_ P~~ ^ Wildl'rfe ^ WBdtire ^ Flood Plain ^ Slopes ^ Geologic ^ Ridge Line ^ Scenic Overlay Other .. ! BOA: '~ WA ^ Resoh~ion # I CDU/EDU: ~ WA ResoNo. Deed Restriction: Book Page _ Topo/Survey: ^wA Date IG'-! q'~~ Job# R371~, ^ Schmuesser ^ Lines in Space ^ Aspen Survey Engineers ^ $cartow ~ ^ Alpine Surveys ^ Otl~er: ~i ~G7x.iiv~,~ ,. Type Work h~ r~ t,~ ~ Type Unit _~ r Lot Size Lot Area FLOOR AREA Allowed15,000 sq. ft. maximum 15,000 sq. ft. residential Existing ~j Proposed ~ _~ a a TOTAL ~.~~~ ~ °~'"~, Zoning ~} - 2-10 HEIGHT & 4FTBA K Allowed Prooased Height ;~~'tS ~ Setbacks Front Side Rear ~ ,« !',, Other W'th' A I m pproved Bldg. EnvlOutSlde All Setbacks rv Plans Released _;2-/U -~ ~ Certificate of Occupancy :.~~ ~ - ~ ^ Conditions to be checked at CO `'}'I f~~k k~ t;! #Bed~ooms ~ Foyer_ Garage:Attach~ Detach_ ~ri._. Dedc_ IGtdien I Dirting 1Nin9L FamOy brary_ OIcJStudy_ MedaRoom_Exerase_ SolariumlGreerd:se_ ~mge_ Attic_Other. ~a~'-~ Mud- Mech~ ;' ~~ ! Over. Yes ~ No _ ,,~A ~ .~-~%,~ CJ ~,"~.,~_ r' „ `/Ck,l~ ^J--~~~s-t,'~`~~4~ elm `1-1 ~`S' ~C'L'SS (I ~ ~ ~ ` u1 r~ ~ x ~'~'~ ~~~ ~/ ~/ - S~ aCCe ~ ~ C~ - u.~ i /~ j7lCnri ('{( ~`"~+, ~ ~ ~~. r ~c pct-~~x c^,C> ~a°S x Lly= 5So ~ x ~~= ~y --..~. ROB ACCESS/DRIVEWA?ERMIT (Permit Fee is $~.t~p.L ,' Permit ~ 9~-~l f Application Date Paid /V~ ~ ~/v5~ ~~~ - Pitkin County Public Works ._ 76 Service Centar Road PLEASE READ INSTRUCTIONS ON Aspen, Colorado 81611 REVERSE SIDE BEFORE.COMPLETION (303)420-5390 a Applicant - • PROFESSIONAL CONSTRUCTION gERVICES Address Fax: {303) 420-5374 Phone ~~-~~ ~~=`'~3 Property Ow o Owner's Address MSG/ ~iS/d%~ ~r c7- l~ S Location/Ad~d7ress of Property to Be Accessed OGl4 ~ ~~ /y/fiv, 1J~/GAG-~ _ _~ 1 ., Located on the side of County Road ,#' also known as Road, a distance of feet from Milepost Please provide the following information• / ~ /99s- Constrcction to begin on (date) f~ffiPC'i7 /--~ Is there an existing access? ~/c-S' Do other roads/easements abut property? ~~ S For agricultural access, how many acres? .For resident' 1 access, type/number dwelling units ~ F.4~-r~/ -ri~-11.~. For comet r ial, number/sq.ft. of businesses /U i? Number of cars and/or trucks .per day on access Included with this application will be the following documents: Driveway plan and profile Drainage plan with County road shown .1041 approvals/conditions. Special Conditions/Provisions: Applicant: Date: /`' <<a~Z~~~/ Approved by:~%+" ~' ~~ Date: Authorized Represent ive for Pitkin County Pub1i Works .Length of Permit: THIS PERMIT MUST BE KEPT ON SITE AT ALL TIMES ' .~SIPVINic7CN. .Ce I~I~I' J IJJJ ~ `ID 8a V Special Conditions/Provisions: ROB ACCESS/DRIVEWA'ERMIT s-~~ ~~(~. _; ..(Permit Fee is 5~~~-L "t`~ Permit # 95~-~1 ~ ~ ~ nlL RS ~- BAD g~ ~,/~ Application Date Paid /~~ 4~C ~/vJr~ ~~^~„C.~ Pitkin County Public Works 76 Service Center Road PLEASE READ. INSTRUCTIONS ON .Aspen, Colorado 81611 REVERSE SIDE. BEFORE COMPLETION (303)920-5390 Fax: (303) 920-5374 Applicant Phone ~~-~~ ~~~~' PROFESSIONAL CONSTRUCTION SERVICES _ Address _ t2osCaLnedneC~~" Property Owner I v9 K<" f 3f~~t.~©<'~ /'/ry~~p`-> ' L~' ~~-rri i i~~o, Owner's. Address MSG/ ~iS/fiL° ~f G7, l~ S~ Location/Addressof Property to Be Accessed G9,'O G-%~ l~'/fiU JJiP/UL-' Located on the side of County Road ~ also known as from Milepost Road, a distance of feet Please provide the following information• / - Construction to begin on (date) i/~i9.P~`i /3. /99s- Is there an existing access? %rS ' Do other roads/easements abut property? /_!~ S For agricultural access, how many acres? For residentiyal access, type/number dwelling units iii For comm~rc~ial, number/sq.ft. of businesses /U/,•'f Number of cars and/or trucks per day on access Included with this application will be the following documents: Driveway plan and profile Drainage plan with County road shown 1041 approvals/conditions Special, ConditionsJProvisions: Applicant: Approved by Authorized Represe Pitkin County Publ Length of Permit: Date: ~- a~~2~~1~~'~ Date: t ive for THIS PERMIT MUST BE KEPT ON SITE AT ALL TIMES a ,~~vAwreoor+ RECYCLED PnPER ,r ~ ,; w ASPE~_-_PITffiN COUN UILDING PERNIIT ~CATIZHWCSLIST -•---- L RESIDEN"1'tAt,~ DEVELOPMENT ~s.{Single-Fariu Duplex, Multi-Family) NOTE: This is a general list of required information. More information may be required as each project is individually evaluated. When such a request is made, the application cah progress only after the necessary information is received. REQUIRED ITEMS: ~.a_ If the proposed structure requires City or County Land Use Review, all final approvals must be obtained prior to submittal of a building permit application. Applications vath outstantling land use reviews will be rejected in Zoning and returned to the Building Department. H . you are unsure as to whether a review is needed, please contact the Plashing Office at 920-5090. Provide one (1) copy of any approval pertaining td the parcel, including but not limited to: /b 1 // ^ Deed restrictions; ^ All Resolutions; ^ Fnal Plats 7 /~-c>-vr~ ^' Any Conditions of Approval due 'prior to permit issuance' ~~--- ~- Completed Building permit application form ~`'' ` '`0-- Environmental Health Checklist ^ ~~.~ Engineering Checklist (CITY only) "-~B=_, Access permit (COUNTY only) ,~;, - ~' `~ (~ ~' ~ Two (2) copies of a recent (no more than one-year old) site survey, signed and sealedUby th s~howin the proposed structure's footprint. The survey must include: ;p.~, -1- ~ p ~ ( ~ - ~~. ~ All easements and rights-of-way __-- -w ~,~,: ~~~,~_ ~"U All structures and improvements ~,, BEd, Building footprint located on a topographical survey, using two-foot contour intervals ^ r~~ Location of all trees six inches (6') or greater in trunk diameter, measured four and one-half feel (4•t/2') above grade and idehtitied as to type, trunk diameter and species (CITY only) ~~ Two (2) sets of architectural drawings on organized, standard industry size sheets, to scale and dimensioned to enable area and height cak~l tions. Indude: ^ jV~ Existing floor plans and room uses '~~_ Proposed floor plans and room uses ~~ Exterior building elevations which clearly indicate natural existing and finished grades, .and which correspond to the topographical map ^ N~ If any bedrooms are being added, a parking plan will be required (CRY only): "L- ArchitecUEngineer stamp/signature when required by Colorado State Statutes ~~ Structural drawings, including foundation plan, framing layout, spacing, sections, material specifications and design load assumptions r-o^~ -- _ ''~._ ,,, ,Soils report, if required One (1) set of plans reduced to t t' x 1 T, which includes the site survey, site plan, floor plans and elevations. ~'H ~ ~ Floor Area Ratio (FAR) calculations should be explained and included with plans to assist in expediting the review; ^ +'~ Energy Code compliance documents; ^ pj-~- Compliance with Housing Replacement Program (CITY only) ^ Deed restrictions; ^ In-lieu fee; ^ Final Plats ^ (v'~ Is the site listed on the 'Inventory of Historic Sites and Structures'? (CITY) ~~ (Check with Amy Amidon at 920-5096) ~'9._ Is the site an historic and/dr archaeological resdurce? (COUNTY) `rw (Check with Amy Amidbn at 920-5096) ''@- Will more than 250 cubic yards of earth be moved from the job site? ~-,:, . If yes, where is it to be moved? ~-~•,, Is an elevator being installed? `~'v-~ OWNER JOB ADDRESS Revised July, 1994 P4AY 3 1995 .t HEPWORTFI-PAWLAK GEOTECHNICAL, INC. 5020 Road 154 Glenwood Springs, CO 81601 November 30, 1994 Pax 303945-8454 Phone 303 945-7988 lake and Shazon Maness 2501 Cisaz Court, Unit G Glenwood Springs, Colorado 81601 lob No. 194 469 Subject: Subsoil Study for Foundation Design, Proposed Residence on Lots 1 and 2, Elk Mountain Subdivision, Pitkin County, Colorado Deaz Mr. and Mrs. Maness As.requested, we have conducted a subsoIl study for the proposed residence at the subject site. R Subsurface conditions encountered in the exploratory pits excavated in the proposed building azea consist of silty sand and gravel with some cobbles and boulders. Groundwater was not encountered in the pits at the time of excavation. The proposed residence can be founded on spread footings placed on the natural subsofls and designed for an allowable bearing pressure of 1,200 psf. The report which follows describes our investigation, summazizes our findings, and presents our recommendations. It is important that we provide consultation during design, and field services during construction to review and monitor the implementation of the geotechnical recommendations. If you have any questions regarding this report, please contact us. Sincerely, HEPWORTH-PAWLAK GEOTECHNICAL, INC. ~ze~ ~alph ~: Mock Engineering Geologist Rev. By: SLP RGM /rr cc: Barry Maggert Andy Montoya rt TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY. : : I PROPOSED CONSTRUCTION . . ": . , . ...... . SITE CONDITIONS ,. ; ,... -. . ,,, _• . • ., I, . FIELD EXPLORATION : 2 SUBSURFACE CONDITIONS ~ __ DESIGN RECOMMENDATIONS . _ . 3 FOUNDATIONS . ~'. 3 FLOOR SLABS . `. 4 UNDERDRAIN SYSTEM : : 4 SITE GRADING 5 :SURFACE DRAINAGE 5' LIIvITTATION5 : : 6 FIGURE 1 - LOCATION OF E~PI:ORATORY PITS FIGURE 2 -LOGS OF EXPLORATORY PITS .. FIGURE 3 -LEGEND AND NOTES ~~ FIGURE 4 -GRADATION TEST RESULTS { TABLE I -'SUMMARY OF LABORATORY TEST RESULTS ~~ ~ ~ ~ "~ w.,... . ~,. . , ...,~~~. „ ~ ~ ;~. ~,p t _.. ' PURPOSE AND SCOPE OF STUDY °~ Tliis report presents the results of a subsoil study for a'proposed single-faintly residence to be located on Lots 1 and2, Elk Mountain Subdivision, Pitkin County, Colorado. The`project site is"shown on lig. 1. The purpose of the study was to develop recommendations for the foundation design: The study was conducted according to our October. 4, 1994'Professionai Services Agreement with rake and Sharon Maness.: Afield exploration program consisting of two exploratory pits was conducted to ........... obtaisinformaton on subsurface conditions. Samples obtained during the field . exploration were tested in the laboratory to determue.engineering characteristics of the on-site soils: The results of khe field exploration andillaliora`torytesfing~were analyzed `~ ` ` ~ ~ .. to develop recommendations for foundation types, depths and allowable pressures for ~ the proposed building foundation. This report summarizes the data obtained during this ` ` ~ study and presents our conclusions, design recommendations and o`fher geofecltucal y engineering considerations based on the proposed construction and the §ubsoil conditions encountered. PROPOSED CONSTRI7CTIOI~TT`` ~ ~~"~ ~° ~ ~- A stngle family residence will be constructed'on hots 1 and 2. Tt is expected ~ r, ~ ~.~_._- that the. proposed residence will be a two story wood frame structure with awalk-out lower level similar to the existing residences in the area. The groundfloor wil`h`~ s`~a~='"`~~" "~"""' ,w ~..._~ ._ s,. ~, .. u~ ~,,.o-.~.:., ~V. ~a u:.. .~...~s.u M,~,~, on-grade. Grading for the"structure is assumed to be relatively minor wtth cut deptfi`s to about 8 to 10 feet. We assume relativel ~~ 11 ~ht~~foundation loadin ~s~ ~~" `~` ~' '" ~ `~ ' ~ """" uP Y g g > typical o~ the ~ ~ ~: proposed type of construction. If building loadings, location or grading plans cfiange .,. , . ~: ....aw ~,.w. ~ ~. significantly from those describedabove,~we`shnuld`he notified to reevaluate the recommendations contained in this report. ;SITE CONDITIONS The Elk Mountain Subdivision ts' located~on°tlie"westside o~rystalver Valley just to the south of7tedstone: ~~.ots "l and ~ are on a moderately sloping colluvial R~ ` ` ..rz,. ,.~..~~-,x,..d.~~a,,. w_-«_ apron in the eastern part of the sutidivision:"'the"`ground surface on the lots has an average slope of about 20 % down to the northeast. °Theµmazmum elevation `difference ~; ., '° '= , t' _' 2 ~~ across. the proposed building site is about 8 feet. Vegetation on the property is grass °~~ with some aspen trees.. The property was vacant at the time of our field work. Remains of an old stone foundation are present at the site. Rock outcrops are not present on the property, but prominent sandstone ciffs are present to the west. FIELD EXPLORATION The field exploration fox the projecf was conducted on October 5, 1994. Two exploratory pits were excavated at the locations shown on Fig. 1 to evaluate the subsurface conditions. The pits were dug with arubber-tired backhoe. The pits were logged by a representative of Hepwozth-Pawlak Geotechnical Tnc. Samples`of the subsoils were taken with disturbed sampling methods. Depths at ,, . ... ; which the samples were taken aze shown on the Logs of Exploratory Pits, Fig. 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS Graphiti logs of the subsurface conditions encountered at the site are shown on ~.Y Fig. 2. The soil profiles in the tvvo exploratory pits consisted of one foot of topsoil underlain by a medium dense, silty sand and gravel with some cobbles and boulders. The silty sand and gravel extended to the full depth explofed of 9 feet. Free water was not encountered in the pits at the time of excavation in early October,'1994. Laboratory testing performed on samples obtained from the pits included natural moisture content and gradation analyses. Results of gradation analyses performed on the less than 5-inch fraction of`the natural silty sand and gravel are shown on Fig. 4. The laboratory testing is'summazized in Table L .~3;,. , ~* ~; 3 DESIGN RECOMMENDATIONS ~ FOUNDATIONS _ Considering the subsoil conditions encountered in the'exploratory pits and the nature of the proposed construction, we recommend the building to founded with spread footings beating on the natural silty sand and gravel: The design and construction criteria presented below should be observed fora spread footing foundation system. 1) Footings placed on the undistorted natural silty sand and gravel should be designed for an allowable soil bearing pressure of 1,200 psf. Based on experience, we expect settlement of footings designed and constructed as discussed in this section will be about 1 inch or less. There could be some t additional post construction movement if the'§ilty sand and gravel were fo be 'wetted. 2) The footings should have a minimum width of 16 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with __.. 4 of foundationsc at least 42 in he sbel~ elevation for frost protection: 'Placement ~ ow exterior grae~e is typically use3~inthis ~ b area. 4) Continuous foundation a%a1ls~should be reinforced top and Tiotfom to~span local ~ ~~ ~ ~~ anomalies such as by assuming an unsupported length of at feast 12 feet. ' Foundation walls acting as'retalning~structures should also'te~designed'to resist a" ~ ~~~ a~ rv,__ .~ ~.. lateral earth pressure corresponding"to'an egtvalenf fluid'umf weight"of`45 pc"f:`" Nu.. and the `, 5) footinx teazind levelsextended down to relatvels dense natural ranulaz soils. If g g Y g _ , water seepage is encountered, the footing azeas should"ba~deivatered before ' ~ ~ ~ - concreteplacement. 6) A representative of the soil engineer should o`tserve alY"foo~ting'excavatzons pnor to concrete placement to evaluate bearing conditions. , n-~ Vcv icon _.. ...e..» .......n wv A.~dhiamg .+ y 9~Sdii°:111~s"yy'J _4 FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-on-grade construction. To reduce the effects of some differential movement, floor slabs should be' sepazated from all beazing walls and columns with expansion joints which allow unrestrained vertical movement. ;Floor `§lab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint ' spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4-inch layer of free=draining gravel should be placed beneath basement level slabs to facilitate drainage: This matei•ial~ _ " should consist of minus'2-inch aggregate with of least SO% r'etained on the No. '4 sieve and less than 2 % passing the No. 200 sieve: materials for support of floor slabs shouiitbe"cornpacteciio at least'95%~`~ ~ ~ ' ~~ d of maximum s tandazd Proctor density at a moisture content near optimum. Required fill can consist of the on-site sand and grade? soil`devoid of vegetation, topsoil and "~`~ "~"'~ oversized rock. UNDERDRAIhT SYSTEM Although free water was not encountered during our exploration, `iE has been our ~; experience in mountainous azeas that local perched groundwater may develop during times of heavy precipitation or seasonal snoivmelt runoff Frozen ground dunng sprang such -~` runoff can create a perched condition. ~VVe recommend below grade~constntction " , . as basement azeas, be protected from wetting and hydrostatic~pressure buildup~y ae' "~~ underdrain system. The drains should consist of drainpipe placeil'in the~fiotfom~of [lie~wall~acltfilj'"~~~ ` '~~~~ surrounded above the invert level with free-drammg'granulaz mazenal `The dram should be placed at each level o£ excavation and~at least i foot tielovv lie lowest ~'~~~ ~'~~ '~ ~~'~ ~" ~~ adjacent finish grade and sloped at a minnnum I % to a suitable gravity' outlet. Free- draining granulaz material used in the underdram system should contain less than 2 % ~. v .._ ~ ~.~~.,,:. a~M...~.~~,.,~., passing the No. 200 sieve, less than ~0 ~` passin the Teo. 4 sieve an~ have a maximum g size of 2 inches. The drain gravel~liackfill sTiou~~`he at least~~l Meet eep. H-P GEOTECH _. .w-'~....owiw s ~, ".~„~, '_ <^"`* ~ _5 _ ~t SITE GRADING :' The risk. of construction induced slope instability at the site appeazs low.. We assume the cut depttis for the basement level will not exceed one Ievel; atiout 8 0 10 feet. Fills should be limited to about 8 to 10 feet deep. Embankm@nt fills should be compacted to at least 95 % of the maximum standazd Proctor density near optunum r moisture content. Prior fo fill placement, the subgrade should be carefully prepared by removing all vegetation and topsoIl and compacting to 95 % standazd Proctor density. The fill should be benched into the portions of the hillside exceeding 20% grade. Permanent unretained cut and fill slopes should be graded at 2 fiorizontal to 1 vertical or flatter and protected against erosion bysrevegetaton or ofIier means. The risk of slope instability ovill be increased ifseepage is encountered in cuts. Cut slopes flatter: than those recommended may be necessary. If seepage is encountered in' permanent cuts, an investigation should be conducted to determine if `the seepage will adversely affect the cut stability. This office sliould review site grading plans for the project prior to construction. SURFACE DRAINAGE. _ nK ,.. ~,. ~a .~ . ~,_m„..., The following drainage precautions should be observeii during construction and"µ~` >. . ~ maintained at all times after the residence liar been completedi 1) Inundation of the foundation excavations and underslab areas should tie avoided during construction. _.. _~..:._. .a. _. ,... __ _. 2) Exterior backfill should be adjusted to neaz optimum motsture and compacted to ~ at least 95 % of the maximum'standard Pioctor density in pavement and~slaliY~ areas and to at least 90~% of the maximum standar`d`Pioctor density in landscape ~ areas. ' 3) "The ground surface surrounding theexterior of the 6uildtng~sfiould~be~slopeii to ~ ~' ~' ~ ~~~ - drain away from tlie'foundation"in~a11 directions.""VVe`recoinmend~a~'minimum ~ ~ ~ """ '~ ~ ' ~~...wa~ ~~~~ ~,w~~ <, n ~~. ,:m;~ slope of 12~ inches in the first` 1(S feet in nnpaved~areas' and~a minimum slope of ~` ~~~ `~~ e ~5~: 3 inches in the first 10 feet in paved areas. Free-draining wall backf`ill should `be"~ _, .: _r=_. capped with about 2 feet of the on-site finer"graded soils to reduce surface water , infiltration. 4) Roof downspouts and drains should discharge well liegond tlte~limits`ofe}all _~.,.:; 4M "~ ,.>" •' backfill. . n_.: .. .. "_. .n an.v= .... .. 1".a3.W'U'4a' .ilMYk?Xek.$.3r..Pi r;L+4yFM1$ 4.M..F..nMA.. avAw. Ye~m6rrwmn4'~+aiurv>xrerifvxgq's ~'"~ 6 LINIITATIONS This report has been prepared according to generally accepted. geotechnical engineering principles and practices in this area at this time. We make no other watranry either expressed or implied. The conclusions and recommendations submitted in this. report are based upon the data obtained from the exploratory pits dug at he locations indicated on Fig. I, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface.. conditions identified at the exploratory pits and variations in the subsurface conditions ~. may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes: We are not responsiblefor technical interpretations by others of our '~~ ~ w ~ ~ ~ ~ ~~ information. As the project evolves, we should provide continued consultation'and field services during construction to review and monitor the implementation of our ` recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may requireadditional analysis or iriodifications" ~~ ~' to the'recommendations presented herein. 'We recommend on-site observation of ^~ excavations and foundation bearing strata and testing of structural'fill'6y a ~ ~ ~ ~~` representative of the soil engineer. Sincerely, HEPWORTH-PAWLAK GEOTE~~TNTCAL;, II~'C, ,~ /~9 : ' k '`~ W'' P ~M Engineeruig Geologist . ~,~ ._ _ >.,. Review By:_. ,-. . " _ '~r~ ~ ~ Steven L Pawlak, P E"~ ~;„ ° "~ ~ °" s RGM7rr ', .PO !Z/`/ S~ °°y ~'i H-P'GEoTECH~ ~_ .. ;,. . _. ...,~ .~ .~. . ~ ~m...~.rc,~ Approximate Scale 1 •• = 30' Zvc Elk Mountain Drive / \ uo z~ ~- I Lots 1 and 2 7 1 \ ~ 1 \ o. Pit 2 ~ \ Y ~ Proposed Residence" .~ Pit 1 ~ ~~ 2zo z~ 194 469 ricr rrvn ~ n-rhvr~.ran Location of Exploratory Pits ~ Fig. 1 GEOTECHNICAL, Inc. Pit 1 Pit 2 Elev. = 221`' Elev. = 215' 225 225 -1 220 ~ . 220 :oo u .o o~ .e , d LL O.o~ 215 _: . . °: 215. C ° ,o. o O ;, R :' ° _ __ we=~.s .. ~ 0 o,:. __ -200-t9 __ 210 0. 210 .,: ~ 0 ;ore >po. ... ~.. o .205 __ 205 Note:: Explanation of symbols is shown on Fig. 3. 194469 n~,rvwR11'7-1"NWLfiR( Cogs of Explorator Pi I g. G~'OTEC~HNiCaC; Inc. Y is Fi 2 _ ~.~.~r...~ -"~ 'LEGEND: TOPSOIL; moist, loose, slightly. organic, dark reddish-brown. , ,, , SAND. AND GRAVEL (GN11; silty with some cobbles and„ boulders, moist, .voo. medium dense, reddish-brown. ` Disturbed bulk sample.. "" _, A .; NOTES: 1. Exploratory 'pits were dug using a backhoe rn October 5, 19:94:" 2. Locations of exploratory pits were measured approximately by pacing from` features shown on the site plan provided.:. 3. Elevations of"exploratory pits were obtained by interpolatiori between contours _.._ , ... _ , ~. _~_x.. .. ~ .._. ___ on the site plan provided. 4. The exploratory pit locations and elevations should be `considered accurate only to the degree implied by the method used. 5. The lines' betweeh mater(ais shown on the exploratory pit logs. represent the approximate boundaries between material types and transitioris'may be gradual. _ .. .. .__ 6. No 'free water was' encourifered ' in the pits at the time of excavation. ~_,.w. ~. , ~ . Fluctuations in water level may occur with time. '` 7. Laboratory Testing Results: VVC =Moisture Content (%) _ +4 =Percent retained on No. 4-sieve -200 =Percent passing No. 200 sieve _. _.. ,. w w,.. , ~ .,~~ ~ ..., 194 469 HEPWORThC-PAWLAK LEGEND A,ND NOTES Fi 3 GEOTECHNICAL, Ina - 9• < r -: --- ar ~_ __` m 0 Z 0].:: 0. ~ . U z ~" J ,. J a U Z U , ~ . ... L~. r } a"... W +^. V y... m ~. J ~ ~ m Q Q a LL d T . ~ ~ 2 2 ~ ~ " o ~ ~ N _ R ~~ m o m 'm ~ _ N w o Hu' 3 a d y Z N 2 ¢ W O 6 ¢ d V ~ O ~ ~ V ~ k N Q ~ ~ J S 3 6 C C D Q _ _ $~ ~ o e _ ~ ~ ~ a rn Z a e-~ a to ~ a ~ N 2 O Q j~ P V J r _ ~ .- •. ohs i ~ ~ W C O ~ a c a $ ^ M 2 ~ V F ° ~ o w M r ~ a 0 6 ~- N m, _ 4sd w.r~.-, a,--nY~'.itr kumw.e..._~M.uWaE,y3~`dl'M1~t3i^e~. a~$p" •` '• ~~~' $2 ~~'\' ^"~ IiVDAOMETEi. \LYSiS ~~ .. ~ ~` Slf 'NALYS15 "-~" ~~ ""•` '"' IIME NEAONJfiS ~ U.S SIaNUN1U SEIUES (,LEAII SUUNIL UVENINI~S ... S+MPI tS .,tRff 9 M~ _T.~ t4- 19 MIN MIN. 1MIN •SAI •t1f1 •SII VII .7B~ •tR IJtlN_ 110 Mh1 T ST n' 1 . . _ 0 10 90 ~ .-++~y A ro -- :: b : ~ o Z 60 _ .,. w 'M2 t `~ ~` 6 b N) Z 'P W ~ 6 ~ .. ro. zB r- +lo «~_. ~~ . \-. . 'ice^i _ a70 W I . seu 1.1~ elf wi ui+ !.v uoz oes r~~ a~B ..~y 932 Iv.l x.l. ms ,ez Izr ~. , , .. „ ,„. .,,n , ,. S _ l I L DIAMETEt7 OF PARTICLE IN MILLIMETERS .. I :flnvEL ' ^~..., .. SAND I I - .:... CUY TO SILT FINE I MEOWM` iCUnnSEi FINE I COhN.^,E COBBLES cAavEL 41 x ' snNO q,g x sli.r aNO CLnv 14 `x r~ PLASTIC TY INDu LICUID LIMIT ..,._. _ SAMPh of Silty Sand and. Gravel FROM pit 1 at 9 feet _ _ tlVOtiOMETEA'ANaLY5i5 " l ' "" "" BiEVE nNALY515 ~ I~ . fIME NEnOWG.i US: S1 AeLLInNU 5F.111Q5 CLEAR SOUNIE OPENINGS I I SINN 10 11 •d ~P Y,~ 1'n' ~8 MIN 15 MIN. 811 MIN. l9 IQIN ~ MIN 1 MIN 'SM '41(1 'SO `AO 70 •}!. T 5~~s~.. Im I ,.. .,- .. • -. ~r- ". 1 90 ~ ..:. ~ ~~ lo .. sn . a-.~.-...emu..- _ ~ ~~~. I J9 b i ~~ "x i V ~ b. •_ i a .. `A Sva .. y . _. ~. .. ¢ v wM ... t~~; v fAt l ~_t ..: f0 ' ~ eD JD1 . 002 A05 AW A19 A,1 .OJT ,lne .29] 590 1.18 ~ :LIB 932 19.1 :A1 782' 12J S00~ u . 1~ DIAMETEr+ OF PMTCLE IN F1ILLIMETERS CLAY TO SILT SAND i OBAVEL COBBLES FINE MEDIUM CDartSE PINE CDAnSE GAAVEL_ 1 (j %... SAND 61j % SILT ANDCLAY .. 19 % ._. .._. ...~,. . _._. ._._. r. ... ., _..._~ _...__ LIOUlO. LIMIT , r' PLASTICITY iNOIX % sAt,IPLeoF Silty Sand with Grave[, „, ,=aoM Pit 2 at 3 feet HEW O RTii-AAVI~L7~1C ~ ' " 194 469 ~ " GAADATI(3N TEST(-iE~'UL"~"S' ~ """ `~""~ Fi . 4 GEOTECi-iN1CAl_, tnc, 9 c:~ Er.3 to O Q d 1. ~ O ..7 U W E-' E z F P. 'Qi .~ H W r:' - 5 W ~ a~ ao ~i,: N~ x~., '~~ Q e~l~ al .i? ~ ~ r. ~ z _c ~, H sr ~ a W r ~ A z d F 0 u ~ t P P: -x a ef -2 s 2'- i~ `-~ ' ` s ' 2= °i4 ` s? ;~ P s e $ e dt9~ ?- ec°$ _ . . = _ s s ? "£ a :: 6= ~€- 4_ _: ~ r !y s~' ss e~ [2 bT °: .:06 _ ' ~.'~ ~° i? 'b~ ~ :: Y. _- icei.[ ~ .~ .. 1 Is p_ v -= d>2; P8 R ~S d ^^$~ ~ t ~ 6°Yd :p: a _' ia'2 ?~ :_ °fr: ~: .~ : Y ~S FS h}'F ~ s3~s gp 8tf 2 6 _~ ii " " e E9 Q Si ~Y : !d €666€[0 tt i' S_ Ya ~p . e . _2-y fi'2`_2 p _. >b _• _: e xq P_ __ Vie: i 5 c _: Y=: t .: _a y yy y i tl 0 ~~ d4:i 'i 3EF_ PE8 ~ a! g~i_ ait_ :e5^b ;{~ S_ s=~ a $a S:- '.a io 8 sF fF« ;a~ 4y ~ j~ Qi sd?b . `£e4: :' . tl`. 3: ~~~ g' i_ gos: !1_ ..`~. C :E:P ~j~ ~Q Y "g ~8 YY~ B ES .=:a E6!: Y _- _' ' v a: if P6. 2! ~: 8.; 3fr~ _ ' .': i~(p - °~' ' :3 io L:kyFF~Pr~~ 8~ S y~ mya V z ~ - Y~ YY:e Y6aH s - - s• ' "_ _: ~: : 2 <._ [° 'F•• ~:: 4: ~.• ~• ~_: ~__ £ s.23'~3 ~ _' ~^ ~Z ~:. .1 8 a tlY .¢•_ <e eEF::x;:. .e _ .. eea B&Ee .,.< ._. ..,, .Es?SPii ak ~ t ~'$ 3°a~3 \\ ` ~~ \ a ~ ~'\,~ _~ i 100 . ._. a ~-°_ ~ i:s 9G` xma ~~ aK X49 ~ • ~~ ¢~o~ ~~ -fir' a tt g~' ~ ~ ~ ~~~~ Y aid ~ y~} ~ y•• p 3 go3 JN ~ Y6do ~~ ~ ~~ g 7~ M ~ h C ~~ke'~~ ~3x~ '~ ~ E Y~?~ a ~~ ~' °na~ ~r an~~ ~~~ ~3 k ~ ~y u.~LL x~ bo E a Fal~~ 9p~ ~4~~x "a nR: ~ ` ``*~nyy ;MYy~o, ~,'"a i \ > ` I ~~ - - i JJ, ,/ / ~ ~ ~~ ' / ~~ 3g ~ ~ ~ ~ { ~- L _ - - _ - - J > ~~~ v I ~ ~ l~ _,,- / I / ~~ ~~/' I ;. ~ 110 I i1 I ~ / / 1 ,--- --'I~~ ~` ~ Q / 7 ,,- .~~. - -z~~ ~ ------__ ~ _-_~ , - , ~ _ _ f__ 6 ~ ~ M Ct 'ii E. c~ I.L. dea c®¢ B 3rs ~ ijj ,-t- 1l> a a *R _ #:. 37 _ _..__ .._ ~i _ / I , - _ -.- -- ~8, i - __ Ati ~X 6U' 1oXL0•' 2i! _ 7o„XGO•~ ._ >o xG~_,,, - 1 ~~, '; ~ i II Y ~ ~' S, _. - --- ~_ , uJ,.ai~ua , lf'JnsTEr= I - / ~ ~~ G/,a~ ~°~~ wn ~ ~ -.._ ~C - ( ~ ~XVwnil sn /y~ntk rv ?Nc•' -,, _ ~ L~ _. Y~rtN - I ~ . ..--1 ~AR Ec--- ' O' / l - I c,~ ~ ~ ~-~ I "~ ~ D ~~. -6,AJCi i . 'gala x ~.., ,, ~ ~ ~A/uoe~ 9 S'G- , GUEST" : ~_~,{ - ~~~11 Ridge vent requiretl Trusses per rtdnu[acture 5/3" CO% Plywopd sheathing t$tl felt paper Bltohathane on the even Edge metal B the eves Fiber glass shingles 7z Bubffia1a prlmBd & pslnt0d ' \ 1X facia 7/3• plywood softer w/can0.vent .I R•COn<ro1 well Syeiem 1/B" Maeonite (4'X6') w/R" pattern. i I~ RSI glienf Fioor System 3/b" Plyxcod aheathtng glued & nailetl w/ring shank hallo Footing & Founaatin sea etructual draQnge ~ li ~ , 2 ~: 9 - ~axso, ~ p ?j LREI i I i - 2!f' I ~~ _~_ S` V ~ '_SA ~q\ -- ~._,~ p•Sy ~ ~ZEF I +~.... i .{- ~ 1~ -I . ~x6 _ 1L~cIC Yf ~r1t{.._ 5-o x 50 3 t.,T~ ~ ~; ~JrtiG Hoorn _-- - _ ~ I ~` _ f! 1 ~ ~ k a ~i~k~ j r ,la'oe_____ ,i a'~ , ; i !' a q;x~v ,~ QLLan ~,~„ II 9 ~;xE~o ~ ..... ~L~I~l~~C 1 ~~ ~x~ - '~: General Notea~ Light and Ventilation per UBC. Betlroam agrees p¢i UBC. Interior door N/C Mahog. F.xtarior dcora S/C Mahog, 1 /2" drywall throughout exept ae noted, _ Faetenare to be ae specified end applied per the UBC. interior walla zx4 material, *ArOae o4 the drawings that era nOt C1¢ar shell be clairfiad by the general contractor prior to doing estimstee or echaduletl work. ®WRIIS to rH t' ~'t'l~inW __._ ~~ ~ ~AnLBSS ~s,of./c~ . - ~~ //~ 'IfEPS. ..Tdif/4r L O~O . ,/ e / . ., ~ ~~ ~a ~ 3 ~Y2 v r 2UR~/rrtF III/NhY i I ~~~ 1' Crl~f~ ~a,~ I O ~ - T. _.7.TL_01.~7 5 i i;E. I' C - ®zxG Aiur+btng walls i n 1S~a~ ~E,A ~ov~--- i ~!3___ ~. i ~ i / ~ ~KE;~z. Qnl_._- _ ~~-- --- ~ i ~'o X y'o -~- yq_g-.__~ I ' i ('v ( r I. o `--~ ^r / '; , I~ L - ~. 3-0 -(06 So rb oRE } <--- I;_.°!X_9:..LP)T_. ~S.Arr~j~O~iS_tl (~.P.O ~Y1 V o- ~I_VEruK._.TO_ OLLT6iDE ~ I j ~ U~I _._.-------~ ~ '~ S b x 40 /L I r s y~a"~~5": 3; OX G-B Glu L-v~._ S Solid Lskc~ j ~ _<~~ ' ~gor.e \ ~De~~a~l ~~rya<<x r WAtIS~Ce~lr~+y ®~-D ~ ~ I ~o~~ -- a~sr I II (' i~ ~... _ ~` ~ 3-oe6.8 1 ~ /~'S.~O?4..~P~O_ ~SXE~_ 6 UGiC~S I Patio n09{is l '~i ---- 2B, - -- ~I _...__ ~,;-' : r. °'; ;; ~ 'a .~ c i I i t € ~ }, ~ ~ ~ t r ~~ ~~ I~ iii i I i ~ { ~ ~ .,. 1 ~' ~ ~ . ~ ~ ~ ~ ' t i r ! , ~ ~ ~ I ,{ ,~ ~~ /--- ~ ~ ~ I , ~ (L t I ~' ~ ~~.r .. __.~._ ; I y I ~:. ~. ,i ~ ~ u III ! ~ ~ ~ ~ I -.. j ~_ ~ _ .. J _. ....._.._...~...,_ .._... ~, :, .- ~_~,~ Ii it I I _ ~~ ~ i~ ,,, i _., ~~ _.~ou-r,a Cl~dn-rloni ~ I~ _ .... _. , _ f-~ _... s ~~ ;~. (` .t -.. lp i~ .. 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