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HomeMy WebLinkAbout1.02 PlansC:\Users\Telemark\Documents\Architecture\Confluence Architecture\Green Essentials\Land Use application\Site plan 24x36 (1) a~.. co N L() L() o .. (I) +-o '0 +-.<C: a.. c o Cl (I) +-en (I) u: downspouts and drains empty into subsurface drains that run to daylighl---,..z Bross Cap for asphalt (lower) park.ing area 'U'/WfI:;'Vouts and drains empty subsurface rI~,~)y"s that run Existing Commercial BUI"/dinq __ fl.t.-M~~r:~r:n tr~h 177A6n t park.ing area d , ,//' ,/" " Overflow Line 24" Pip,,_----I single family home 8" Irrigation 5 ep tic Tio nK_-----\ asphalt " (LIpper) park.ing eo Pvmp 24" • garage/shop • NOlES: ~ to Found Cap, L.5. 59!.J.@~tJ---''i-r--)."--.".-_______ .,1 __ ' _____ -r:~.__ I.) Properly Descriplion: -/_ A Iracl of land silualed in Ihe SWI/4 of Ihe NWI/4 of __ ~.,./' -----------__ ,S,e,ctioa_26. Township 6 South; Range 89 West of the ~ 61h Principal ?m11l:llr7rri>~_Qai~!y' described .. " as follows: -------/,,/~e 48" Glenwood Ditch enters an underground pipe here §ite Vlan 1116" = 12" IT Beginning 01 a point an Ihe northeaslerly right of way line of Colorodo Siale Highway No. 82 whence Ihe Wesl 1/4 corner of said Seclion 26 bears S2?04'OO'W a dislance of 725.69 feel; Ihence N68'59 '40 "E a distance of 869.54 feet; thence to the east line of said SWf/4 of the NWI/4 of Seclion 26; thence SOl'.37'OO"E a dislance of 42.3.02 feel along said easlerly line to the northerly line of a tract of land described in Recept;on No. 281963 of the nJcords of the Clerk and Recorder of Garfield County, Colorado; thence N86"52'.30"W a distance of 598. 14 feel along said norlherly line; Ihence S67·1.3'OO"W a dislance of 155.08 feel 10 said northeasterly right of way line of Colorado State Highway No. 82; thence along said northeasterly dght of way line the fo/lo wing courses: N.3.3·04'56"W a dislance of 46.02 feet; Ihence N.34·27'.37"E a distance of 20.22 feel; Ihence N41'52'.36"W a distance of 40.49 feet; Ihence N2B"45'OO"W a dislance of .36.57 feet; Ihence N49"56'.30"W a dislance of .32.88 feel 10 the point of beginning, containing 4.697 acres more or less. 2.) The purpose of this site plan is to show significant on-site features for a land use review. This drawing is not a Land Survey Plat, Improvement Survey Plat or an Improvement Location Certificate. This survey does nol represent a tille search by this surveyor 10 determine ownership or to discover easements or other encumbrances of record 3.) The existing conditions shown hereon was taken from the In verso Property Existing Conditions Map dated January 2001 by Sopris Engineering, LLC. Furlher information was derived from the record site pian of the cabin relocation project dated 3-19-2003 and the revision add new garage/shop doted 11-29-06 by Schmueser Gordon Meye~ Architects sites visits, sateilite photography and other record permit drawings. COPYRIGHT AJI a.Jp. ..... ~_p_w:tt:.I~ ~ tt..doMIgt_~."'1hI ~ .M..Il. = GI"IflI"! tt d" .IrdiIa M:I "I ,.. bII o:1IIw .... _bI ~btI .. '*~ f'CII' ~IM"~ IIfQIt 1I1l* -"'" U --.J --.J Vl ~ 00 0 '0-0 ~ a 00 .... e_ 2N 0 0 I a 00 U 0 C ->-U a.. a ' c ~ Vl , (l) o 0)>->-.0.)c ...:.. ccc._ Q. ::J Vl aIcn 0 Uoo-oU Vl -o~o-o W 0> (") 0 -0::: ~ .0> c't: C 0> a -0 0 (l) (l) !...... l? Print Date: 7.25.2013 File: Site plan ~IT~ AI Note: If GEM occupies the whole building the following areas will apply: Ground Floor 8516 sf GEM (F-1) Upper Floor 6914 sf gem (F-1) 1159 sf common corridor, mechanical, and bathroom Tab 5 c() Ivert ts ~ ~ ~ ""< a~.. \ LO ':2. ~ ~ a • "·'< .t N \ (") Cl::l ~ ~ 0 N o:i ~ .... .8 E -Q) n. Q) V) >-0 u 'Q") c U Q) 3: · . -Q) 0 -u c .<:; a.. c 0 n. Q) 0) 0 .!;; 2 0 · . Q) iI: G9.rfield downspouts and drains empty into subsurface drains that run 1Z0~d cotltltY to daylight-/-.. . Oye 0(0\(\ .(\og e o(o~~o(\ /'~ GO(\ ,~/'~' \ZeD ~,/",/, ~,/' /' " d(Oi(10ge Red conyOn /' ,~ /'~~~ /' " /dr~inage L -? ~~/" < ------------7 ~ /' ---------------.. --' ... ~::---------. I " . 0 (je droln 'J--~ drainage Existing Commercial Building Q-~ ,,? ~ ?' 0-o~ ?I!"': ~ ~ t;»?' drainage /,' " Overflow 24" dro/noge ~/' ~~ ~ '\b Line ~~ ~/' /'~ ., ,0~ storage d (0 i(1 oge ,/' /,' 6' c} garage/shop /,{I L4 " Pipe ~ , 8" Irrigation single fami~ home :!rOiilr ge I ) C>.JIJ Y)'0 _I //1 ,,~ ~ l ----~----------~----------------------------------------------------------------------~ b .~ ~/'~' asm ~/'~ and drai ,,/,' ~/' ~nfrhmAnt " Irriga Pipe d rO i (1oge wnspouts and drains empty subsurface rl~~\..os that run ~/' ~~ /,' " /'~ ,/' " ~/' /,' ,~ /,' 48" CMPhe Glen wood Ditch enters an underground pipe here ()r-ainade Vlan 1116"=12" IT E;" .~ Ii i CD 101 :.. i4i1i c t ..... . i = .1.! 15 ~~ COPYRIGHT AII"'IM .. ~ IIIdplllll .... tId b!I II'-. ~ lid "*,,,GlIt.-Ir. W. FlfOPII'IY an:j .::q:yI1t' or w M:Hta::t. .a Ihlllllltlw 1M lMd .::. ~ ctIw KIlt fa ~ UIIId ~ ~ 0IIw .t.-..-. "r'"""I Ir:I ......~ II1IIwut..Rt.. U I I V') ~ o 00 'c~0o "a0.... e_ 2 N 0 0 ...... acou 0 c: ->-U a... a Q) c~a>-0>-..CcJ )c'c -C C ._ c.. ::J V')8 I V)0 CO"OU V') "0 te 0 "0 W ()) c-) 0 ()) ~ c~.'-t c: ~[5 Q) Q) !...... <-' Print Date: 9.18.2013 File: Drainage plan [)l?~I~~f3~ A~ Expandod Metal Crating not :3hown for clarity 12'-0" ----9'--8"--SS Stop togs ~-(Fontaine Series FE Slyle, hame) 95 NI2 ------; , ...... -EX/~9ting Commercial Building (Architectural Furniture) GRAPHIC SCALE ~ < .~ ~ ;.::' "~ ""I 55 Slop log --Frome Embed in for woll. 10 0 ~.--/'<' f ' \ \:-Existing 48"i(l(;h CMf'. Culller! (/E=5953.O,9} I , ( IN FEEl' ) 1 inch :," 10 ft. " .. \ , , "·",,/'(1--I'nc.h· S!/de pate . .. (WdtermpnG'--B,EA;) ............. , ." ~. " .,/.'------)[ , /I ///Asphalt Parking I1rea Garage/Shop Building //\ /K24--inch ADS N--12 //Rip-Rap at existing I I I I I //I //\ I I \ //with channel \1 I _......... , )\1 _____:' -\ I /\ -/I ' Existing 10--inch PVC Connected to 8-inch PVC with 10x8 reducer· and Fernco coupling -----.J I \ r~ ~ Ii Property Une I'~'_I' Ecology Block Retaining Wall '/';Cl. _, I I'-------!! ~~ -_ /Ji r~. -~ _____ 22,,'5 Bend ///,/,//r I ~ ~_---/;1 /! /; If! I. I i ?//I I /f /I, /Ii I 1-/I' I .I //I //.' /J ,! /! ////---,//" ! ///---////• -",<, .' ." . , ..... ", , .. , .,0' ,-' ••• > .,' _'0'··· ' ,,' ," , " •• e' , .... .-' . ' .",--,." ." .-' .,-_ .. -' .-"." , .. .. ," ,.'-..' .•. , "., /,//,/I' I /' /.. -' .," , .. /! "' ~ 2003--11 7 ~~ ------~~~~~------------~~~~==GTIr_----~~-=.. ~ ~-1 ~ NUM-REVISION DATE BY u.,},;.:O..:b_N_O_.____ ~ 6 1. SCHMUESER GOsRD02 0NoMEYER BE.,t-+"A!.!.D/J~N:;E;!,W~!'~'A~?A:(;'E:L'/,:=:S'/,:/O:"'P.:.P~ER:.:;,:;CL:./E:.:NI' _______ t-::I!!I..:..'29:;:;Va::::.6~R:::..WP_l Bill In verso D-~ra="~":::.bY~:_?71; ;RjW!;;'PAi _______ --I~ :: 1 18 W. 6TH STREET, UITE -D~te: 3/19/04 ' '~\ G(9LE7N0W) O9O4D5 S-P1R0IN0G4S , FCAOXL O(9R7AD0O) 9816014 5-5Re9co4rd 8Sl"t.e 1P" a n 31r'"':1 68 /L]7ou' hw.a.'/v 8'~r) . OF 1 ~~ ;;-ASPEN, COL.oRADO (970) 925-6727 t . 8 ~ ~ __________________ =-_____ ~~s~c~E~H~NM~Gu~,E~Ns~EE~~~RJ1~G~&~O~~~~~~~:E~,l~~~REY~s~E:R~~C~R:E:~S:T:E:D~B~U~TT::E~,~C~'0~(~9~7:0~)~3~4:~9- 5~'~3~5~5~ __ -1 _____________ ~C~'~a~J)~1~i2~_1?~e~J~o~c~a~t~i~o~l1~~~~~~o~~~~·e~c~~ ____________ -1:::1:::::::::::::::::::::::::::::::::::r:::::J:::JL. _______________________________ -1~n~~~-____ =m~R~tC~V~m~"~2~.d~~~ __ , ____________ ~ ------_.----_.- /--'-/GH.APHIC SCALE ( IN FlEET ) 1 ineh C=' 30 H. SITE1 MAP IN'VERSO PROPERTY ._--~_-~=_--~c-==_~=~=-_---_---_---,~=·== __ -,,~;:;:.~_.== . ..:;;;;;-...;;::::~__._ _ __ _ ~_v ;::.~:_. A .PARCEL OF LAND SIT[JATElJ IN THE /,Wl/4NW1/4 OF /,F/CTION 26, 170WNSHIP 6 SOUTl/, "RANGE' 87 WES17 ()fl-r THE7 6TH PRINCIIJAL MERIDIAN, COUNTY OF (~ARF1ELD~ SYJ~TE OF L-vOLORADO 24" r-/"roIJcriy Line Pruposed 24" ,.,p'o .. ,._-\'\_ r~'''-IVcw CO Cobin \ ' \ D(lstin9 \ -" \ Cahin \ \ \ \ -~--~\ 1,\ -10U,e) G(ee(11 1.--',--\-j ,! ! /,.. I . /,: ! i I I ., ,, , I , /, ! i ,J i'."/pe.: /' ,,I ///. i ./f /I ,, I /! ! /! /, I ) I , i j I i f j ! //! ! ,/. f , ! I ,) j I /! l ! ,! \. , . i , .. , ' ) /) I: ; , ! ,, , . ! ' , , , , ::,/11 : /I f ,. . ,'/,I //././/'/;' :; , , : ! //! ! ! //./. /, ! , , I::.XI.Stiflr] Comrnerclul [Jufldlng . , , . ,, "" ',m""" Cop for Wf/4 Corner, Section 26 Notice: According to Colorado Low, you must commence any legal aeiion bosed upon any doted in this survey within thlee years after you first discover such defect. In no even! I7l(lY ony legol oct/on bOSf/d upon any defect in fhis survey be commenced more than tan year:; from the date of tlu:J cor/if/cation .. ,/1oWn henwn. 6 SCHMUESER I GORDON I MEYER ENGINEERS & SURVEYORS Proposed 24" Pipe_ round AlurmiJUm .. /177cii '%'P9,lVd, Irrlo,,,100' '-{,Ipc , ' . //,'//,'/, //' -' , /.. //,. /! Ii SCHMUESER GORDON MEYER 1 18 W. 6TH STREET, SUITE 200 GLENWOOD SPFlINGS, COLORADO 8 I 60 I (970) 945-1004 FAX (970) 945-5948 ASPEN, COLORADO (970) 925"6727 CRESTED BUTTE, CO (970) 349-5355 E-mail: survey@sgm-inc.com , ,/SITE'" NjjPJr-REVISION DATE ~"'~f-----------,---.. ----~---+----t--'--I BY INVER/iO PROP,EI?l-ry I---f--.----.--~----.. --"------+--. C~BIN RB'LOG:4TION PROJECT PLAN 1.) P,'operiy Descni)tion: A trac! of lond situated II) the 8WI/4 of the NWi/4 of Section 26: (ownship 6 80ulh, Nan9" 3D West of the 6th Prlncipol Merldiu() being more particularly described 08 (ollows: Beginning ot a point on the nodllC.'osterly right of way line of Colorado Slate ili9hwoy No. 32 whence the West 1/1 corner of said S'oction 26 beDt",',' 5'27'04 'OOUW a dl~s'IGnce of 725. 69 feet; thencf} Nfi8'5D '40''£ a d,:s'lance of 869.51 feel; Ihence 10 Ihe easl line of said 8Wi/1 ot 11m NWI/4 of Section 26; thence 80I'37'00"E a distunce o( 423,02 feef alol1g soid eosterly line to the northerly line of a troct of land described in Reception No. 281 D63 of the records of Ihe Clerk and Heeorder of Garfield ('ounly, Colorado; thence N36'52'30'W a distonce of 598. 14 feet along said norlherly lille; thence S61' IYOO 'W a ,k,loncc of 155.08 feel fa said northeas/erly ri9ht of way line of Colorodo Slate Hi9hway No. 82; thence alon9 said northeasterly ri9ht of wqy line tho (0110 wing courses: N33'04 '56 'Wadis/once of 46.02 feel; thence N34'21'37"E a dis-lance of 20.22 feel; thence N'IJ'52'3C"W (J distance of 1(),49 feet; tlwnco N28'45'00''W a elis-Iur/ce of 36.51 feel; thence N49'56'30''W (J d/:,-tance of 32.88 feet 10 the pOlilt of beginning, containing 4.697 GCtBS more or less. 2.) @Incl/catos found survey rnof!Ulnent as described. 3.) The purpose of this survey is to show the relocation of the eXiDUnQ cabin re/ot/ve 10 tho lot /ines in order 10 obtain a buildlllg permit tor this projeel. (his survey Is not a Land Survey Plot, Irnprovement Survey Plot or an Irnprovemcnt l.ocation Certificate. 7n/~9 survey does not represenf (] title search hy this surveyor to delerrnlne ownership Of to dlc;;cover easOtnent8 or other enclllnbronccs of record. 4,) The existing condit/ans shown horeon was token from the Inverso Properly Existin9 Conelilions Map doled January 200 I by Sapos Erlginwrin9, UG'. 8urvevor's Certificaie: I, STEPHEN L 0-/1.£1(8, be/fl9 u He9is!cred Land 8urvuyor in Ihe State of Colorado, do hereby certify Ihal Ihis 8ite Plan was prepored by ,ne and under n7y s'upervision on 1 9 March 2003. SIlPIlEN L. EIlLERS Dr1IE Co/aroda tr6'g/~9tered Profes~.,'ionol Land Sun1eyor; L.5: 20133 Job No. 2003-117,001 .1 Drawn by: AJD Dole: 03-19-03 Approved: OF 1 ----file: Invorso--5!'tu <.; ~ -; bl ~ '>"-""'~" \3 " h.i j I 10'--0" I _ Dry Hydrant /Service Bedding and Bacldill per Tank Manufacturer (4" Pea Gravel) F II II 11'-6" f--6" . .. -~-........ -----------.-.. ,'------,----,----..;.. ---------..., T-----r-Tank sholl be ven ted per Manufacturers Specifications 6'-0" 1~" Water Inlet from Well j ~ Water Service 1"--0" from Well Dry Hydrant Service (far end) Bedding and Backfill per Tank Manufacturer (4" Pea Gravel) 24" Access Man way (with Ladder) lO"x 4' Steel Riser for Fire Pump 6" Concrete Pedisial for Fire Pump ---.-5'-0" -1 ~--L---~---r~~-----------------------'----------- -----1------· ~-~------. -.-----------.. -----34-' --0" _____ ..".JI_.__ ~ Water Service I from Well -------------,,-~--------------.-__l . ~_ 6" Flanged Outlet -for Dry Hydrant 04!oR~GE TA~r: I?ET~/'-::~ NO SCALE , 6" SC/-I 80 PVC Bend-\ .. 6" SCH 80 PVC ~ \ To Storage -\I-"~-II-I!. --, Tank Outlet -~ . .. ~cJ 4f' NST ritting 1'1/Cap (Standard Pumper Nozzle) ~ Finish 3' -0" \11I/lllf t NOTE: Grade .' .. Paint all exposed PVC Pipe o!?f5,( f:lp!<AN~!?~T~/~s.. _ _ NO SCALE . REV DATE 4'--0" 3'_0" ,3'--6" 3'_0" REVISION 3'-0" 10'-0" 1 0" steel. Casing within 6" Concrete f'edistal for Fire Pump 24" Access Manway (with Ladder) 6" Concrete Slab 12" Dia Steel Wet Well for Fire Pump I,ii 1 ." " I I I I .__--1 , ...---, ,'. " I l ( i " , ,I' //' ..F I I /I L._._j //£ ,( /(" I I I I \ \ //\ " //-/. \-\ \ \ \ \ \ \ \ \ \ \ \ A_,)\--""---/" ""'~"-" /\ ,,-/~ \ I \ ,/' , V'. f'" /\,\ ii'\ /'\ { \ /\ \ /. \ /\ 1",\ j: t: /"' { . t' J } /t ,,,""::1 ",,~ ~t I I I I.. I '(. , t /I I A ". . ( ,,,,-' -;i " \ /' \ " 1/\ I -" ,.,." I I \ I, ~ I I .,,~' ~ \ \ \ \ \ \ \ \ r~ Wall Hydrant wIth Contra' Fire Sprinkler System -------. --'-AS INDICATED MARCH 14,2001 10F 4 MADE CHKD APPD DRAWN BY: BY BY BY RWP CHKDBY: APPDBY: PLAN NO, SITEDWG ---.~-VIDE WILDIN0 SITE CQNCRfTE SLA8 . Proposed 30,000 ga/lon St •• 1 Underground Storage Tank Propossd Dry Hydront ---'-LOADING DOCK 20' ----.~ 20 ~ -0 -4&' , I I ,'-' ."" ..... " .. ,.. .. ---_\ ! : \\ I I I IL _ J\I L __ J i' -J EXiSTING HOUSE: Stairs ---Pump lious. lie Well (1)1, HP, 30 gpm) 20 '] 40 60 aM. ___m ~!_ l' ._~ __ GRAPHIC SCALE IN FEET 1 INCH = 20 FEET BILL INVER.50 SHEET NO, 3768HWY82 GLENWOOD SPRINGS, CO 8160 1 ~7~94~9i7~4XO~~1N~-----1 CONIIJIlmQ e«HEI\8 A: lAM) SUfiEYO!I8 POST ornCE BOX 1458 113 NINlH SlREET -SUITE 214 00212 ~~~~~---~~ \ I 1 I '; PH w , 100 2500 Series Fire Hose Cabinet Hydran t Valve Con trol -(Guardian Model 263) Sidewall Sprinkler under (Guardian Model 2515, semi-mcessed):i Garage Door (Centrol [P-7] " Single Wall l1ydrant .' ___ . -252 /~ (Guardian Madel 162, with Model 161 rr===9:",======r=====~===============================r=========""f==;====-=====9'='1====== =;===d:t=-::..--::_: ::. :2::,5-_=0;;;7p=tii;'/1j=_=_,_ Wall Plate, branded "Wall Hydrant") .. ---.-----[f'43}---. ,--.. ~ .Inspection _._._._ __. ___ --4:f> ______ --:-__ __ __ __ . ---------. ----_-c_ ---------------. 1--.. ----+ -----=----:---,.---+ --5t----n---------+ --.-c----.. --+--------f------------... ------~--~ --__ 6::0: _ ---. ~-"------------_~.o'-= -~~ -------.:~ 2>2" NRS _ .----,: .. _4':.. ___ ~ ---. --_ -----------I ~---------------.--------. -----------4 ~------. --._.---------------( d --. ~ j----.. ----~ -----.------------"1 ---------H---------.---2':0'--:.. 7 --1yt'----------f ~ ____ . ______ , ._ '._ .. __ .£ _, _ .. _.@_____ _ Gate Valve -.---.. --( ----~. --.--------.-( ----~-.-\ t-.. ----.----.. -.-----.-. --.-.--~--.----i ~ ------.:.. (~r -----------------l ~ --.----~ ~ ---.. --( 1-------------.. --.; -------.~ ~ -.. --------. --.-. ---..----=~ --:-::---~ ~ --------------.----,... ----~ ---------....----------. --------.---------- ~ t-----------.------------~-'--.---i ~ -----_. ~-~~-~------~---~--~ --.-_. ---I f---------L _ --__ ---'---~-_ --__ ~-=o~J --------4 ~ ... -... -----------------... ---------~ ~ ---. --.... . -----.----------'--2Y.7" Drop from Lower 1"-Level System to hydrant & --. ---.. 4" Riser to Upper Level . .. --... ------'. _.-... --.. -..-.. -... _.-_. -----~ ~ j------. -----...! ----..... ---------..----•.-·-i j---------------------------.------·4 j---.----. -. .. ---------------. -.---.--. ~ ~------------------. _.. --1'~,~ --12-' 0:---I ~ ~ --1--'--.. ---... -, --o~ '5--1/'4'~ .. ---. ----, .---.----;_.5~'~.1/2'.-::.-__ . __ . _ . ___ . ___ . ________ .~~-.----.--~.--_. ______________ --.-----i~--------_. _______________ .. __________ ~I----.------------ -.. ---------_. ____ ~j-------.-.. ___________ .. _:! _____ -___ ~1r_~-=-5..a.--.. ___ ._:-~1_~ _____________ S·-2._5j8" ._ ~-----.. -------~---------~~-------~-----------------.--~~----------------- ----~}--------------------------~~-----------------------~~-------------------------------------------------~~~----------------------~~------~------~-------------~~-----~----------------------~~----- -------------------~~----------------------__ .... ____ .. _._ ._ _____ . _____ ~ _.. ____ ~ j-. ______ ( _. _. _ .. _____ . ___ ~ ._ .. _______ } j~ __ '" ._ __ .( __ .. _____ . ___ ... _( _. __. _ __ --.1 ~-_____ (_ . ________ .. _. _ ._ _ ~ ________ j j.-__ .... _.. _(~_ ______ ._ ________ .. __ r ____ ~ j-_____ ._(1)_ _ ...._ _. .. ___________ Il __ ... ___ _ ---------~--------------~~~------~------------------~~--------------------------~~----.-----------------~~-----~---------.------~~----~-----------.. -------.. ----------------------~~--~--~~--------- . ----~~-------------------.. ------~~------------------------~~------~--------~-~~;-~~------------.--.----.. .. -. --.---.. -------------....... --------~j. . --. ----... --------------------------- ~ ~ .. ------~ ... 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I I' , I ---.. ----.---.. 1-' .--. --... -'. ... -. -----.---------c-----------------.-------..-... --.~ JI' ----L--C-' 1-. ---.. -.-'---------... ------------------.-..-....--. -. ----' --1--. -1---------JL -------------.. -------~ ._. -.... ------.---.-------.. --I' -----, . -.--.. -----..... -'--. -. ------.-~--------I::. -------~ -----------:---~ ----. --·i r' ----'-.~ ~ .-. ---------------. ~ .. ----.-------. -.. -,-----. --.---.. '-~p--1 ---. r--------'( ._. --. --..... -------. ---~ ----.-.. --ir'--.---.... ----.. -. ------------------.. . ~ --~-----.-( ----.-.------c---~ -------il/----.. ~-------------~-~ --. ----I r ----;~~ --.----------.... ---. ---11-------~----.. -------------r--·-·11-------.. -----'. ----------... ----i r' --.-.-_.----.-------_.-----.---.. (GUardia~5~~d!~r;e;l:.ir:e~~.:~e~;~::~)~ "' I-~ -------. -------.. -.--------.. -----.-----------------------~ -._ .. ---.----i t-------~-----------_c· -----------.. --. -----.• ~ ---------------=~ ~~ -r =: =~ I::= == -=~~ == -~ -~.= ==_ =~ ~ == = ~'It~ =~ == -= == = =.= =.= == ~ =-=_ =~=_ = . 2>2" hose line service' "" ----. ------. _c. -.. ---... ---... -.. -----.. ---.--.... ---.... ---... -.---.-.------.-~-'H' --~;'-O" ~~~,--.-.----------. ---.'----.. -------'-~y:/: --.---------1)\t I 1"-H . I I I I I (shown offset forc/arity) -~ ~ --.----.... ---.. ~ -.:. ---------... ----------. -----.. . -... --------....----. --'------·1 t-·--. --.. -.. ------. ---------. -------------r-------... --.----------1'----1 ~ --. -, ---. ~ ---. -. ---------. ----------t r ------------------------I -----'----------.... ----------·-·-----Ir------·---·---------·---· ---------branded "Wall Hydrant") . -252-;;----~ -~ --. -----.. --------.• ----. -c----------. --.------------.-.. ------'--t j----.. --f---... -. --,-.. ------... --.. -. --------------( L -------.. -.. -..... -... -c --1 -----r---. -... -, --( L ---------_. -, ----.... ( -.. ---. ---'-1 r -----.-. ---..... ---.''''-. .... -ci -~ r 5 0 I (b~~(;:L:o:;:d~o;~~) ~_-':'I---'4"-.-. ~ --.--------.---__ i_ ----~ ~ -r--------( r------. ----.----.. ~ --.. ---... _'Ii~'~~"~f-[172"--"--------------~--...--.. -'--:,," -.. ?J2-4~ ---------. --Ll~l.--.. j 1-------", ~~~r == = = = ~ ~"=:L =1= --i r~" ----1_-~ =-.=.= =4 '~ =-~ -'..1 -:2 @I 1 . Wall Siamese ..: f~:=~--;w; -;:;;;-~;ote--~~I:~ --....---.. ----" --... ---------' -.-----.-----_ ..-y-.. ---~-~" ----.-------.----... ------'-'-----,'-----------" ---, --'1'----1---. l 5'~" J: j __ : __ "d --:-C.--~I:: ~-:.~l @:: (Guardian Model 261, __ .-.-~--t .j:-... Straight Way Body, Branded: "Auto·-Spkr") 4" Tee with Lower Level System Garage Door (Central.. ________ , _ _ _ _L __ ... .. _ . _____ . _._ 2J.2" Reducer', Sprinkler N with Guard) . J 8" Sleeve I Main Riser (Under Footer) I 4" Riser to -[P-3] GENERAL NOTES Proposed Sidewalk I Upper Level '13.5-I. ALL SYSTEM PIPING SHALL Be: DYNA-F'LOH !-IIGN STRENGTI-i STEEL PIPE OF<'. DYNA-THREAD SPF<'.INKLER PIPE UNLESS OTHERHISE INDICATED. :2. ALL SYSTEM COMPONENTS ARE HI THIN HEATED AREAS. B. ALL MATERIALS, INSTALLATION AND TESTING SHALL MEET NFPA IB, NFPA 20 AND NFPA ;25 REGiUlREMENTS HHEREAF'PROPF<'.IATE. 4. OHNER SHALL BE GIVEN OPERATION AND MAINTENANCe I...fANUAL AT COMPLETION OF INSTALLATION. 04tIN LEVt:.~ PLAN .. SCALE, S/16" = I' 20'-·0' ,-, NO I .n n. <I' ~-' i tI.QI£; Connect to Domestic System with >2" pipe & Dbl check valve, ~-------.-.-" ~ L'~ uj 0 d IX: '" u:: Iii '" :wc 3 U) a. 1---' , ,-8 .N. ~ Cl ~ x ~ u ~ ~ ::;; « '" .. -\ 5. ALARM AND MONITORING SYSTEMS ARE NOT PART OF THIS 'SUEJMIITAL, FIRE EXTINGUISHERS AND THEIF!. LOCATIONS SHALL EJE OETERMIONED EJY THE FIRE OEPT. 6. SPF!.INKLERS SHALL BE c;e,ntral SPF<'.INKLER A " RECESSED SPRINKLeR H, 112" ORIFICE, K FACTOR, 5.6, TEMP, 165 1", 112" NPT CONNECTION. TOTAL COVERAGE = I?>,TlO Sf ~ 4" Supply Une I (SCH 40 PVC) or provide Jockey Pump in Auxiliary Building to maintain system pressure f---'1--f-·t--1-·f-++--I1 (per Fire Marshall). 7., A SUPPLY OF SPARE SPRiNKLERS (6 MIN) SHALL INCWOE ALL TYPes AND RATINGS INSTAL-UfO, AND KEPT IN A CABINET HITH THE APPROPRIATE HRENCH. 8. ALL OIMENSIONS ARE BASED ON THE PLANS PREPAREO BY F<lgld Bulldlrlg SyM9ffl!l, DATED, 11:26101. <f. SPRINKLERS UNDER GLASS OR PLASTIC SKYLIGHTS EXPOSED TO OIRECT SUNLIGHT SHALL BE OF INTERMEDIATE TEMPERATURE CLASSIFICATION 10. ORNAMENTAL FINISHES SHALL NOT BE APPLIED TO SPRINKLERS BY ANYONE OTHER THAN THE SPF<'.INKLER MANUFACTtJREF<'., AND ONLY SPF<'.INKLERS LiSTED HITH SUCH FINISHES SHALL BE USED II. CONFLICTS HITH ELECTRICAL FIXTURES MAY REFOSITION INDIVIDUAL. SPRINKLERS SUCH THAT 18" OF CLEARANCE IS PROVIDEO. LEGEND . [P .. 16] 10.0 PeNDENT SPRINKLER HI NODE NO. UPF<'.IGHTSPRAY SFRINKL.ER HI NODE NO. SIDEfAlALL SPRINKL.eRHI NOOE NO. 4 t B-INCH DIAMETER PIPe 1112-INCH DIAMETER PIPe • .I 114-INCH DIAMETER PIPE I-INCH DIAMETER PIPE CALCULA TION NODE q NUMI3F::R CALCULA TION PIPE NUMI3ER I PIPE LENGTH, (F.,9t) .: c, •• SUPPLY f'VMPEO SUf'F'L Y .. ;;;0,000 GALLON STORAGe (SPRINKLER OEMAND + 250 GPM HOSE ALLOfAlANCE, 60 MIN()TES) TOTAL PROTECTED AREA" 17,540 SF 1;2 SPR.INKLERS (Central RECESSED SPRINKLER H, I<. = ;;.6, 1/2". ORIFICE) 4 51DEHALL 5PR.INKLERS (CentrG11 SIDEHALL 5PR.INKLER H, K = 5.6, 1/;2" ORIFiCE) 16 SFRINKLERS TOTAL I I . I------t-----·l;::~rf;:-~~;ete;~_:;-~--Tank MonW~y'1:-.·. -I I 4" OS8cY Gate Valve I with Supervisory Switch ---t 1 -0' . 'r'---" ~ .'-IV,'" /til V Auxiliary Building r--'-' ,-_._--,-'---I I I j 1 0i1[P-1] . , ---I 6'-0" I . I 5.0 I I l-;,r:;::;:::]. '" .~. i ~}t1'---... Pressure Guage 30,000 Gallon Storage Tank -----Vertical Turbine Fire Pump (Peerless 8MAF, 7.5 HP) " ~ Dry l1ydrant (see detail sheet 1) ~ ~ " '. lp"",._® I ~-(0 to 100 psig w/~" valve) __ \ "" 4" OS8cY Gate Valve (Mueller 2.360 Series) \... 4" Pump Test Connection (Guardian Model 516) witll 2· .. 252" gate volves . .. 4" Silent Check Valve (APCO, Model 604) IW' Air Ven t 8c Vacuum Hellef Valve (Waterman A V-150, OAE) !2>-:r;oo (.) r--~-+-+-+-t·-t---~ . Ul ~ in. ! Ul !;,; Cl r-j--' ~ g • f l \1 ~I I I . I Sprinklers are attached to Bronch line with l"dia x 4" nipples (PIPES .31 thru 41) P-14] 3.5 J" 1" 5'-0" lY:,," II II II II II II II II II II II 1r1==~R -_. --_._-----.-----rp_ .. 7] 4" R-, L • mer ,rom (";;\ "lZ:S--_ I.owe: Level ~ ~ = [P-8]------7-.5--~ 4" Tee with 4" [P-9] 4" x J" Reducer --'\. ~ 6'-O~ 71.0 II "J" (-.: -'Iy:"" II II II II II 12'-0' II II II \I II II II .10'-63/4'11 III IL 5'--2 5/B' ----10'--5 1/4' _._-+-5'-2 5/S' -II " II 12'-0' II 1" II II 2500 Series Fire II II Hose Cabinet II II (Guardion Model ~ ~~25=1=5.=s=em=i.=-re=_c=es=se=~= ===~=4='-1*01=~~'F=2~'-7~'==3=1=~'==========~1~1 -----c~==========1 R I 2. I ~~~~"~~~~..~ L~~=~._~~~~_~~.~.~~~=~.=_~=~~DO~ II II 2'-0"-_, II 11 il 3 1/2" .. 4'-10 1/2" h ==-"=---==--=·=--==1===::;::; 11=::::--==-=---·-===-1==1=1'=' =F==nr;;;=OO===i" 3.0 ["r II II II II II II II II II II \I II ..... , .,.-",.,.".....,-."""'--+-II----:..:.--~~ \ '""":<;00 Cop 0",) 1 __ ._~ _ IIIllI[jJ IIIIIIITIU 2'-7" II --III I --\I II II . It-O" 1" II \I II II II II II II II II . II II It-O" 1)'4" II II II II II II 1'-0"-lW' II ... . J" r 1 2Y:,," Riser from Lower l.evel for Hose Cabinet lY:,," Riser Nipples J (typical 01/Bronch Lines) oJ!(PER LEVEL PLAN . S<:;;ALE, S/16" = I' . TOTAL COVERAGE = e.,TIO SF 81 SPRINKLERS (Central SPRINt<LER A. K • S£>. 11:2" ORIFICE)' II II II II \I II II II II II II II II II 1 Fire Sprinkler System SCALE: DATE: SHEET AS INDICATED MARCH 14, 2001 30F4 APPD BY: PLAN NO. FIRE.DWG REV DATE MADE CHI(D APPD BY BY BY DRAWN BY: CHKDBY: NO. REVISION RWP I-----2'-0' II II II II II II II II II II II II II II 1 I" I" 1)'4" 4" Tee wi 4" x .J" Reducer ~ V 1W' J' \ 4" Riser from 4" 4" x 1~1I Lower L,wel ~ Reducer _~ (typ) ._---_._---BILL INVERSO 3768 HII'IY 82 GLE.NWOOD SPRINGS. CO 8160 1 (970) 945-9740 JEROME GAMBA &: ASSOCiAlES, INC. CC»iIW1lI3 EI\'GINEBl8 &: LAND 8lJWE'lCIm POST OFFICE BOX 1458 113 NIN'lH SmEEl' -SUITE 214 GLENWOOD SPRINGS. COlORADO 81602 970 945-2550 Inspection /Cop (typ) Inspection Cap (typ) SHEET NO. PROJECT: 00212 I I I . 1 1 t L .... e lIii!@Q & W -:s;am,f!l!'1f ¥ i .• _ !it Wll\'L! • " ... x;z:;;;;u; -X-4 t :caSEII .. ::::WiS::za;;:i'i1!li& fA A = I Uprigh t Sprinkler r-------'-------------------.----------- -----________= =========~t/~(=c=e=n;tr;a~1~ S.~ P~R~N:~L~~_~~ L_ "~ -Y-.--r---~ _ _._-._ -____-----~----=-~-~-=---==-=-=7-= -=-==-=-=-=-=----~-----------------Y--~---~-4 ----------______ -. __ ,----'---,--I+---_-L...---I+--_L_____ _____ _===_-~=-~=-=-~y~~IrL: =-:=:::=::=.::=::=:== ===== .-------125 0 ...1====1::_; _; ;::: :0------4' 1-1011 ----------:--~=:J ------,,-,-0:.---$ r-----l 1" Branch --1 1 1 I I I 1 1 1 1 1Ji.2" Riser'" /4" Mezzonine Floor Joists ,3 " Cross. Main...J V 4" Riser 4" Cross Main Mezzanine Finish Floor -I I 4" Cross Main-T'---=fC:]"'c=cc:----,:. -~~ -,,--T" '!' ~( 'r r -"'? ~;'F-="~=TdJ.;b ;: "3r~'7hl: I~= Auxiliary Building _ ' ,-,J, b ,\ ,J, ,I, !, J, ,J, l ,,' ]' -: -"1fT' I'F" i -:.,-' '''T'i''=·-."'''·=;;'f~--==-=;Oi'==f--.-------·-.. --· /1_ /(6 'x 10', inside) ~ ,9~rf-11-~nl,::::.T..!r::::==-==-=~=.=. = ::::=r-~-T_~;;;::~~;,=~=--~J,:'i'~'~ ~"~"~ ~~60~U~'~~J~'; ~2'\=;;;;;;,J, J, r---r----r---r-T==-I;="=' ="'r=--~'-r---y=="'''\l'r -~t====;r'*·! II __ I .. ~ < II e.-.. :: 4" M 0;:7 J --.fr --, I -X -~=-:--~-::::=__ : :,_-::-::-:~::':::::'1XE~:"::_~~==~J, ::::~b~_~.; b~~~_kt_~J,D ~ 1 ___ _ . . __ --rr :: Ceo tee : : ~ .. -~-.. .. -~::"g~~. II II I ~-Me;n R;se, Beam (W21x50) sap~~~l~: i Suspended Ceiling f-----Fire Pump .~I. II 24" Monooy . v . IIII II II -(PCeeoodtecaolt RSEpCdoEkSlSe,W SPRINKLER H)' II with Steps II I 1 6" Co"c,ete F II I I .~l;_\iI_lpce.d-\isl fta!l 1_ .., J . .' 1,Jr 6" Caoc,ete Slob :: _ Paio t of C"oeC/i" : : Wall Hydmnt lib:: 2-_-+==:r=:::i.l_ \1111\1111 _____ .. ________ . A .(Begin Steel Pipe) ! ! ~//It Contcol Vol,e S-if I i _3~OOO~lloo -~~-~=H~~~~==========---~=====-=========~ T 1,_'"_'" r--. __ .J L... . . /Steel Storage Tank -----~============= =========== 3'~O" I ~ ___ I _,--L-LJL-.ti I .1'Hr;I--_____ f--,_"\:"" _______ -4::r'=l~ ---'--'"--'-. _::=::::J : 16'-6" II \'4" Supply Main -~ 8" I I (SCI-{ 40 PVC) V 2J'2" Drop Pipe Sleeve 94.0 _-$ 10'-0" I I ____ . __ l ____ .. __ ... ____ '" __ .'" ____ J 84.0 -$-. -12" ID Conductor Casing 1' ... 0" _____ -IL. /. r 1.;... ® SEC7}ON VIEH 5CALE, 114" = I' . , r=:r:::::':::-h-"-- _'=. --==-"= _= -~=_=_=-_=_=-=--=-.+_:::j__+=--;~=R-1!~'=~-L=L~: ::r----~-r-------,'---------,---:::::::::--I---l5;;-;--;;--;:-::::==-=----.--:-:-:::..-:::------1 t:=t=±='==~-'-"-' " -'--:-=-=-=-=-=t-=-=t-=-=t~-jj--; r11l' '.':!~,*, "'7,1/"" ~" Fire Sprinkler System J )1', BILL INVERSO SHEET NO 3768HWY82 ' I~-=t=j====-~------===~=~c=t=j~ {~\~, 4~-/'1~(/0~ (I ijJ ~' ~I SC~ALE~: ---~~I D~ATE:----~=S~HEE-T -'-~ ~~,....x" ~ ~~oo(9~70~) 9O45O-987410 00r RJo: DATE REVISION MADE eHKD APPD BY BY BY '1';;';;,,~,;,f. """,,":""""" CHKDBY: ""A''P'P'D'B'Y': " PLAN NO". '" I L!::. "~ '~J j JERO. MCONE! lGI.Al1MtlBQ~A1! &1.A AIIS)S8IOJRC'IIAEYTOOE!Sl , INC 00212 RWP --....,... POST OfFlCE BOX 1458 FIRE,DWG 113 NINTH STREET -SUITE 214 GlENWOOD SPRINGS, COLORADO 81602 ' (970\ 945-2550 PROJECT: .