CHANGES IN TEMPORARY CONSTRUCTION TRAILER PLACEMENT

Please note that the placement of the construction trailers has been modified from the original plat provided with the Special Use Permit Application. These changes are being implemented to improve safety and operations in the Central Production Area storage area. The revised placement also optimizes space requirements to allow additional room for general storage.

PROPOSED SKINNER RIDGE CENTRAL COMPRESSION FACILITIES SECTION 36, T5S, R98W, 6TH PM

W 1/4 CORNER SECTION J6. T5S, R98W FOUND STONE W/POST

LEGAL DESCRIPTION:

NW 1/4- S.36 CIIE\'RON PROPERTY

CIIEYRON PROPERTY

I J

A PARCEL OF LAND SITUATE IN TRACTS 103 AND 104 LOCATEO IN THE NW 1/4- OF' SEC110N 36, TOWNSHIP 5 SOUTH, RANGE 98 WEST OF THE 6lll PRINCIPAL MERIDIAN. COUNTY Of GARFlELO, STATE Of COLORADO, lllE PERIMET£R BEING MORE PARTlaJLARLY DESCRIBED FOR AREA AS FOLLOWS:

I

COMIIIIENCING AT A F"OUND STONE IN PLACE ~ THE W 1/4 CORNER OF' SAID SECliON 36, 'MiENCE A FOUND 1924 GLO BRASS CAP IN PLACE FOR THE NORTHWEST CORNER OF SAID SECTION 36 BEARS NOD"04'39"W A DISTANCE Of 2643.38 FEET. WITH AU. BEARINGS CONTAINED HEREIN BEING R£lATI\'t THERETO: THENCE N16'38"57"E A DISTANCE OF' 21.3.19' FEET TO THE lRUE POINT OF 8EaNNING OF lllE PARCEL OESCRIB£0 HEREIN: THENCE N68'48'53"E A DISTANCE OF" 740.33 FEET; THENCE S25,1'~"E A DISTANCE OF 507.55 FEET; THENCE S55"02'39"W A DISTANCE or 687.02 fEET: THENCE NH'22'1TW A DISTANCE Of 722.56 TO THE POINT OF BEGINNING, CONTAINING 11.19 ACRES WORE OR LESS.

NOTES: 1) T11E PRC»>OSED SITE AS SHOWN AND DESCRIBED ABO~ IS NOT A BOUNDARY SUR~ AND NO ~ONUWEN"IS WERE SET. ~E PURf'OS£ OF THE ABOVE LEGAL DESCRIPTION WAS TO DESCRIBE THE PERIMETER AND AREA Yo\THIN CHE'IRON PROPERTY FOR THE PROPOSED SKINNER RIDGE CENTRAL COMPRESSION FA.CIUTY.

2) lHE CENTRAL FACIUTIES EQUIPMENT ARRANGEU[NT AS SHO~ ABOVE WAS PREPARED BY URS - WASHINGTI»> Ol\1SION PER PlAN PSSR-59836AVF-CIV-LAY-URS-()()()()0-00005-00, REV 0, DATED APRIL 22, 2008.

• ·~ ------GRAPHIC SCALE IN I'EtT ·--t!G,..,.

C::ONI>TRUCTION SU~YEY&, INC::. IZ>OI2 SUN~Ieli el.VO. !IlL. T CO 611652

SURVEYOR'S CERTIFICATE

PBSR-59888AVF-CIV-SRV-CSI-00000-00001-U02

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PROJECT TITLE

CALCULATION

SHEET

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Sheet No. 1 ============:.===== ====;;;==:=============================:======== BEN J. KRAKOWSKI, P. E. CONSULTING STRUCTURAL ENGINEER .. 13413 N. 101 st Way Scottsdale, Az. 85260 Phone: (480) 451 - 0587 ================= =============== ============ ===================:

~~JIONS FOR:

STD. 12' x 60' MODULAR OFFICE UNIT STATE OF COLORADO

PREPARED FOR : MOBILE MINI, INC., MARICOPA, AZ.

DESIGN CRI_1EfJIA:

2003 ' International Building Code

Roof Uve Load Roof Dead Load Floor Uve Load Floor Dead Load Wall Dead Load

Wind Load:-

= = = = =

40 psf (snow) ~ 10 psf 50 psf 10 psf

7 psf

Basic -Wind Speed, V 3s = 100 mph, lw = 1.0 ., Height & Exfi>osure Coeff. (0- 15', Exp. C) = 1.21 MWFRS Load = 15.9 psf {roof slope: 0 - 5 deg.) p = (15.9 psf)(1 .21){1 .0) = 19.2 psf (horiz.)

Seismic Load: Site Class D, Design Category D Ss < = 0.25, Fa = 1.6, le = 1.0, A = 6.5 S ms = Fa Ss = (1 .6}(0.25) = 0.40 S ds = 2/3 S ms = (2/3)(0.40) = 0.267 V (simplified) = 1.2 S ds W 1 A = 0.092 W

Allowable Soil Bearing Pressure = 1 ,000 psf

MATERIAL SPI;CIFICATIQN~

1. Foundation Pads - 3" thick precast concrete or min. 3/4" thick pressure- treated plywood* (marked PS 1). See Foundation Plan for pad sizes.

2. Support Piers - Adjustable steel jack stands, min. 4,000 lbs. capacity. 3. Tie- Down Anchors - Minute Man Model 4430- 0H 3/4 MMA- 6 (or equal} auger- type

anchors, min. holding power = 4, 725 lbs. Jf!stall per manufacturer's recommendations. --- - - -------·------------ ~ - -=== '!:::I::~ * P- T Plywood pads: min. 3/4" thick for 16" x 16"; min. 1 1/8" thick for 24" x 24".

,,, ____ _

12' x 60' UNIT: Sheet No. 1-============~========================================='=:=----

FOUNDATION PADS =============================================================

IJJ:'.l'J\?N _ QA TA :

Roof LL + DL = 50 psi Floor LL + Dl = 60 psi Exterior Wall DL = 7 psi Allow. Bearing Pressure = 1 ,000 psi

Spacing of Pads = Total LL + DL = Pad Area Req'd. = Area Provided =

2,50 ft O,C. 1,767 lbs.

1.77 sq. ft. 1.78 sq. ft ...... OK

Roof Trib. Width = Floor Trib, Width = Ext. Wall Height =

Type of Pad: Pad Width -Pad Length =

5.9167 ft. 5.9167 ft.

6.00 ft.

See Sheet No, 1 16.00 in, 16.00 in.

Therefore, Use: 16:__><__1"'' f'()undation _f>'!<ls @ 2'c:6" o_.c. (See Sheet No. 1), Below Adjustab_l<! Steel, Jack_ ~tJpp.orts.

l)\TERAL_FOf!CE ANCHORAGE:

Wind Load = 19.2 psi Seismic Load = 0.092 W Max. Wind (oad = 3,091 lbR <-- Governs Max. Seism. Load = 449 lbs. Anchor Type: MMA-6 Auger-Type Anchor C'!pacity > Max. Load .... OK

Roof + Floor DL = Building Width = Building Height -Anchor Spacing -Anchor Capacity -

20 psi 11.83 ft. 11.50 ft. 14,00 ft. o.c. 3,340 lbs.•

Therefore, Use: Mil'li!!.B_ Man Mgdf!!_ ¥30-DH 3/'! MM~-c_6__ Al!!!"!c-Tme Anchors {9r Equal) @_ H'_:c_O' o&, 5_- Each 81<!1> of Unit,

• Anchor capacity @ 45 deg. angle = (4, 725 lbs)(O, 707) = 3,340 lbs,

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Sheet No. 3 ·---CONSULTING''STRDC'FURiiCI;,NGINEER

11'-10"

7958' --·-. (95:5') ------·

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uger-type tie-down earth anchors (10), see Sheet No. 1 or specifications.

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STANDARD FACTORY-BUILT MODULAR BUILDINGS

!.THL OM.\~1$ Br>Ati-~

Al>J". STE-E-L Y\l.!l.---..

F<>v,..JI>A\I<>AJ MD, SLE: PllrrJ----..

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11£--l:>o'-~"' tcAnl-l. 1\.,V<-IIi>l'-, ',I' E. PLAt.>-·--,~,(-~

+I

TYPICAL FOUNDATION & TIE-DOWN DETAILS Scale: 3/4" = 1'-0" S-1

FIN ISH SCHEDULE

fLOOR

BASE WALLS

INTERIOR 1. 1/8' ~T.{IHRII-OUI)

;..1\1,.,~ ' """"

I. 1/4 WOODGRAIN PAHEUNG{IH~

COlOR; MCkENZIE SANDSTONE BIRCH

REMARKS

TRIM 1. PRE-FlHISHED WOODGRAIN lRJio('DiAU-0<11)

CEILING

CONSTRUCTION NOTES ~ :HASSIS

~

R IIMJIIWIC

IPIINU

I

• (

FLOOR lOR WALLS

)SEUP ll1ll' OF 1-11: ' IICIIT. Of TRUSS

SPRKLR SYSTEM

KIRTING

DOOR SCHEDULE

~ 30611 I 3/8" WOOD H.C. 20go. llll!lY 4"

HARDWARE GROUP NOTE DOOR HANOL£S TO BE HANDICAP ACCESSI!liL 1. PASSAGE LV(GRAD£ 2) SGL C'tl. OOOBOl..T

CLOSURE, DRIP CAP, l2) STD. (1) NRP HINGE, W£ATHERSTRIPPINO, THRtsHOLO, OOOR SWEEP. INClUDE lATCH OUAROS TO BE INSTALlED ON AU. RLC DOORS.

2. PASSAGE. HINGES, WAU. UNT'D DOOR STOP

2 2 3 38" X 82."

FINISH GROUP I. VINYL Woltlf.T£

INTUUOR COlOR : NllJTRAL ClAilWO (SW 1 130) EXTERIOR COLOR : N£U1'AAL CIIOWD (SW mo) JAMB COLOR : BAOIIZt

2.. PREANISHEO WOOO<lRAIN w/ W.TCHINO CASING

IYY\DS ~,.. .r.••vr. VC""C'

~~-v-J.-_1~·_·-•_'~"_~_~~-~------~' --------------'

SYM

<D

81

WINDOW SC HEDU LE SIZE WINDOW

TYPE 2~ x 53 5/16 ~ SLIOEF

HEADER HEIGHT 1 I 4" A.F.F.

FRAME GLASS QTY ROUGH OPENING REMARKS

BRONZE SING~tAZ 7 24 1/2" x 53 13/16" PHIWPS

MISCELLANEOUS 1. HOfUZONTAL ALUMINUM MINI BUNDS ( 1W ) ( 7 )

COlOR: fAWII 2. INT. WINDOW GlJ:"ROS w/ ONE WAY SECURIIY SCREWS

COI.OR: Bl..'.CK ISE!: CETAJL~

GENERAL NOTES -ARIZONA-

1. CODES: 2003 I.S.C. 11194 U.P.C. 2003 I.M.C. ~2 N.E.C. HANDICAP: ltJA

2.. OCCUPANCY OROU 3. CONSTRUCTION "M' -4. BUIIDIIIO SO. n. OCCUPmT LQIJl: ...J._

6. DESlCN I..OAI)S: ~ ROOF 1M • : -2JL_ PSf L ROor SNOW , . ~ PSF F'lOOft I.NE WW: ~PSF (1 PSF EXIIWAYS) WIND lOAD: UPH, £XPOSURt: C SEISMIC: ~ 1, SJ • 0.3 (5<1 • 0.73, Sd1 • 0.38)

ust CROIIP 1 O£SON Cl( 0

6. STANDAAO STR\ICTU AL I F-ES-15 7. BUILDIHO SHALL lit A MINI!oiiJIA or 10 ro;r TO

KNOWN OR ASS\JiaD PROPDITY UIIES AS PER LOCAL BUII..OlNC DEPAA1loiEN7 REQUIREJ.IEHTS.

8. If AN AOEQU.t.TE ~Mli£R OF' PL.Ut.IBINO FlXl\IRES ARE NOT PRCMllE.D wm!IN THIS BUIIDINO, AIIDmOIW. PUJI.tBINC: fiKT1JR£S MUST BE PRO'v'IDED IN AN NIJACfJ(f BUilDING ON 1HE SAME JOB SITE AS PER I..OCAL BUILDING DEPA/!1\lENT REQUIRDIENTS.

e. TltS PIAN W.Y BE Rf.VD'ISED AND/OR UMORED. 10. twlDrJP RIJ.IPS ll'lll. BE REQUIRED FOR IMIDRIO ACCESS. 11. S£E STRUCIUIW. P~KAG£ FOR .AU SIRUC'IURA!. STANIMROS

AND OETM.S.

SEE 524 STRUCIURAL PoiCKME fOR DESCRIPTION (SHfARWAIJ.. TAG TYP.)

S£E S24 Of STRUCTURAL P~KM£ FOR DESCRIPTION (HO'.!I 00¥1'!! t.t,(! TYP.)

STATE REQUIRED INFORMATION ON USE AND LOCATION OF FACTORY-BUILT BUILDING

1. r:...~~ C::Ff. loHO/OR -'--------

2. tXPtJ.H.t.noN or BUIIDINO USE.

N: ANY IIVILOINC FUNDED BY PUIIUG MONEYS (IE: STATE. 0: COUNTY( CITY, PU8UC SCHOOLS, Ell:.) MUST liE T: ACCESS Ill£ TO THE HAHOICAPP£0 IHCWSM: Of BUT £: UI.IITED TO RESTROOI.IS AND £HTRIES. PW.:S I.IUST 8£

STAIIPEO BY A STATE Of ARIZON4 UCDISED ARCHrrtCT OR ENOINEDt

GENERAL NOTES -UTAH-I. OOOES:

2003 1.8.C. 2003 I.P.C. 2003 LII.C. 2002 H.E.C. DIEIIGY: 2003 I.E.C.C. ~Wrole~P: ICC/ANSI AII7.L-aa

2. OCCIIP»>C'f GROVP: - --3. CONSIIIUCTJOM TYP£: ~ 4. BVIUXNC SO. n . ..1UL OCCUPmT I..OAD: _:z_ S. reslCN 1.01\DS:

ROOF 1M LDAO: ___2IL_ PSF ROOf SNOW LOAD----ilL- PSF Fl..OoR 1M lOAD: --AQ_PSF (100 PSF £XOWAYS) WIND lDAD:.J.IL.MPH, EXPOSIJR( C saslollC: s. - 1.78, s1 - o.e& (Sdo - 1.19. Sell - t.29)

8. ~ED DIERC'f CIJW.TE LOCAllON: !WT WE CITY ?. 8\JlDIHO SliAU. 8£ LOCATED A l.llNIWU\1 or 10 FEET TO

lOIOWN OR ASSUUED PROPERTY LINES AS PER l.OCAL 8\IIJ)INQ DEPARNENT REQUIRD.IENIS.

e. 'F N4 ADE®t.T£ NIMBER or PWioiBIHG fll(TIJRES ARE NOT fR!MOED WIIHIN THIS BUILOIHO, ADOmO+W. PlUMBING RXTURES IIUST BE PROVID£D IN AN NW.CENT BUILOIHO ON THE S~ JOB SITE 1S PER LO"A BUILDING D-:PAR11.1EIIT REDUIROiaiT$.

e. TliS PW. t.AAY BE R£\'tRS£0 AND/OR MIRRORED. 10. ~ RAMJ>S Wll BE REQUIRED FOR BUILOINO ACCtSS. 11. SEE STRUCTUIW. PACKAGt fOR AU. STRUC'IURAL ST ... ~OAAI>S

AN!) DETAAS. -

GENERAL NOlES -{COLORADO- J I . COOES: \..j / 2003 LB.C. 2003 I.P.C. -

2003 LII.C. 2002 N.~E.C. DIDICY: 2003 LE.C.C.

2. IWIDIW: r:t;;f~ .t.l\7,~-116 :..?' oet:AIPAHr:r OROUP: ---

3. CONSTRUCTlON TYP£: ~ 4. 8UII.DINO SO. fT • ...2.1.11.. OCCUPANT LOAD: _l_ 5. o-::sJcN I.MDS:

ROOF 1M I..OAD: _.1!1._ PSF ROOF SNOW Uli.D'~ PSF F\.OOR WE LO.II>: ~PSF (100 PSF EXIlYI.t.YS) WIND l.CW>:.J.IL.I.tPH. EXJ'OS\JIIt C SElSioiiC; So - 0.58, 51 - 0.13 (5<11> - 0.41. Sdl - 0.2)

II. ASSUWEO DIEJIOY CUW.TE LOCATION: OQMB ?. 8UIIDINQ SHAlL liE LOCATED .t. MIHIMUII Of 10 FEET TO

KIIOWN OR ASSUIIED PROPERTY UNES AS P<R l.OCAL BUIJliHQ DEPAR'TIIENI' REQUIRDIEHTS.

II. t' N4 ADEQUATE NUI.IBER or PLUWIIN<I F1X1VR£S ARE NOT PR<MOED WITHIN THIS BUI.DIHO, AIIOITIOIW. PWMBINC: (IX1'UR£S 11\JST BE PROVIDED IN AN ADJoiCfJlT 8Uil.DINO 011 THE SUit J08 SITE AS PER I.DCAI. BUILOINO OEPAR11.100 RtQIAIIDoiE!(TS.

II. THIS PIAN t.AAY 8E I!MRS£0 AND/011. I.IIRAOREO. 10. IW«llCAP IWIPS WIU. 8£ R(QI/IREO FOR IUILDINC ACCESS.

111. Stt ST1IUCTlJRAL PACKAG£ fOR AU. STRt.ICl\IAAI. STAHDAAOS 1.110 DEWI.S.

Cott-~m ~~ ~ f~r ~~ k WWL ~ C~v7 @

-::z:; 1b c., ;;;:;--fc, ~ M-C., +!""R:t c. A7tt ::r: ~.

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APPROVEU SUBJECT TO NOTED

ctXCEPTIONS & INSPECTION!' GARFIELD COUNn"

BUILDING DEP ARTfd~ 'Atte(4"f ..()"(j By~

F1ELD COPY 110 '*'fC110N WmtOII

?ttlll ftAMI OM 1111 ol ~-~· - ' -

: J

ELECTRI CAL SCH EDULE SYMBOL Ot:SCRIPTION CLR Q1Y REMARKS

~ 1:1& ~ 1 PWSE 120/240~ 12S AU!' IAAI!I. 36" A.f.F. [!0 Of PAAU/EXT. SIIRF'~E N.B.S.

N/A 1

¢j Dlli'UX REca>TACl£ ~/. C(MR r"TE o 18" A.r.r. u.~.o. NO sRmO sPt:anm

MlRY II

:C}:lg OfCI DUPI.EX RCPT. W6 W~THER PROOF COYER PlATE I~ ~f.f. U.N.O. (NO BRANil SPEaRED

I-lORY 1

$ SINClf fOL! ~CH W6~PlATE :p~~J. U.ti.O. (N B I-lORY 2 042 A.f.f. IN R.l\. 'S ON\. Yl

$$ DB\. SINC}Yj f'Ol£ SWITCH ~ COYER ~ ~Ea~ft,·. U.N.O. ( IIORY I

l<lPH SlUBB£0 T C CA\olTY .. x a e tt"~hfNf · PlATE U.N.O.

N/A 3 ~FVI\IRE

ONE

Q] 6>1$•8 N!)l/l 3R J-BOX~I::~ 100"0 118 A.F.F. w~CONOUIT STUBBED TO CEIUNO

ED FOR FVI\IilE l.lET.tL 1 !HILT

([) l)Q)jQSTAJ 0 48" A.F.F. U.N.O. BIWID: WHIT£ !QlEIIS lf5G\V~ N/A I

'-i:1 2xH TUBE ~ FIXTURE. ~ ~j DIFfUSED, (NO BIWID N/A a

$ 1:= ~..mlk~M A.F.f. U.N.O. N/A 2 ~~~8t-HOO

MC!WAY IIC/NX

l .. hOTE·. I. AU. -- FOR O£W:ES - REDUJI£ A H!XIIIf Nt£ 11) IHE II'' CD/IQI UN[ Of DEVICf: UNUSS NOTm O!lfElMI£

SYI.I

2. All. OODaDit El.ll:T!II:.'I. D£I1CO TO II£--· J. ~ ~ PRIMCED NIO lllmWI> ON SITE Wf 01HERS.

HVAC SCHEDULE DESCRIPTION

) TO.~ ~ W/ 10 lor HEAT STRIP (FAD.)

W000. I ('W&-1110) BAR!) ONI.Y

~ 21"•1 • 0/>LV. Sl.l:fM: 12" LONG

(I) 24"112.4" l!£lii11N Nil OIIIUS •/ 10• c:ouM, 10• fU)C.

I f"JoTE:

STATE OF COLORADO DIVISION OF HOUSING

QTY

HIA )

6

I

JUN 2 7 2003

PlANS APPRtffa3.' - ~ .... :: ~

SU!J~CT TO FIEI.O INSPECTION .

.-I

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< U"l £!? ) > ZCI rn GJ O

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MOBILE MINI 1t;l0 W. 3110 ST. Te.ft. liZ 85241

PH. (~~>a) 1104-1HS m (lOa) --.1111

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1635 S. 43rd Ave. #300 PHOENIX, 1\Z 85009

PHONE: (602) 442-9296

,.,

PMI-0337 TO 0341 - 1260 (Dim 6/15/o.Q ~==~P~M~l-~M~M~-~1~2~6~0-=0~7~==================~(~ mm~

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I.IWIIHOAilm USES Nf£. PIICHBTED. lHESE I'IJIItS ARE AEQlAIIED TO 8£

SWP£1) f1r smucn-. EIIGIN£EII. R. - Slm£ p .£.

CUSTOMER SIGN OFF AREA D APPROVED WlTHOVT MODIFICATION D APROVED W1TH MODIFICATION

SIGNATURE: OATE:

111 1 f I I tzf

~ • • 1.1'.111!1.! COIDf!: NM!I.Il CftOUNO

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Ill I J:'" I I() E ___ \ A.T . ... N ' /). '

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ELEVATION '8'

FLOOR DECKING

FLOOR JOIST

Z-BAR DETAIL

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NUMBER ... CONNECTION TYPE NAIL TYP£ REQUIRED SPACING

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