HomeMy WebLinkAboutPlansCHANGES 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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PICEANCE BASIN DEVELOPMENT
CENTRAL PRODUCTION FACILITY PAD
CONSTRUCTION LAYOOWN G. A.
SKETCH 025 CPF-001
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PROJECT TITLE
CALCULATION
SHEET
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Calc Hy
SUBJECT/FEATURE Of.f'!c& LA'f<>ur(C>os-t)
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Sheet No. 1
============:.===== ====;;;==:=============================:========
BEN J. KRAKOWSK I , P. E.
CONSULTING STRUCTURAL ENGINEER ..
13413 N. 101 st Way Scottsdale, Az . 85260 Ph one: (480) 451 -0587
================= ==============================================:
~~J I ONS FOR:
STD. 12' x 60' MODULAR OFFICE UNIT
STATE OF COLORADO
PREPARED FOR : MOBILE MINI, INC ., MARICOPA, AZ.
DES IGN CRI_1EfJ IA:
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) = 1.2 1
MWFRS Load = 15.9 psf {roof slope: 0 -5 deg.)
p = (15.9 psf)(1 .21){1 .0) = 19 .2 psf (horiz.)
Seismic Load :
S ite Class D, Design Category D
Ss <= 0.25, Fa = 1.6, l e = 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
M ATERI A L SPI;C I F I CATI QN~
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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C.L steel
chassis beam
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FOUNDATION PLAN ·~·-(NrS.)
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2'-6" o.c.
4
~ 1 6" x 16" Foundation pads with
djustable steel support pier, typ.
ee Sht. No. 1 for specifications
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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----..
lrJS1ll-V<.\IOI\JS --)>/
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
REM ARKS
TRIM 1. PRE-FlHISHED WOODGRAIN lRJio('DiAU-0<11)
CEILING
CONSTRUCTION NOTES
~ :HASSIS
~
R
IIMJIIWIC
IPIINU
I •
(
FLO OR lOR WALLS
)SEUP ll1ll' OF 1-11: ' IICIIT. Of TRUSS
SPRKLR SYSTEM
KIRTING
DOOR SC HE DUL E
~ 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
WI NDOW 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 BUIID INO, AIIDmOIW. PUJI.t BINC:
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 REQUIR ED INFOR MATION 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.
Co tt-~m ~~ ~ f~r
~~ k WWL ~ C~v7 @
-::z:; 1b c., ;;;:;--fc, ~ M-C., +!""R:t c. A7tt ::r: ~.
z..)
3)
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:J:;e-1~~.
"P~ k ~'-iiU.l~
~\. c~,n ~w.~ s t..lt' v\A.,~( p /i.. M LT .
APPROVEU
SUBJECT TO NOTED
ctX CEPTI O NS & INS PECTION!'
GAR F IE LD COUNn"
BUILDING DEP ARTfd~
'Atte(4"f ..()"(j B y ~
F1ELD COPY
110 '*'fC110N WmtOII
?ttlll ftAMI OM 1111
ol ~-~· -'-
:
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ELEC TRI CA L SCH EDU LE
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 .' -~
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