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HomeMy WebLinkAboutPlansSlat Name Slilt Mesh Width Size Uottom Lotk 2" l 3/32" 2· Bottom lock 2 1/4" 11/4" 21/4" Bottom Lock 1 3/4~ 7/8° 13/4" 2· Available Colol's (colors are approximations) Wire Gauge 9or 11 111/2 or 12 9or 11 6 Coverage Area 10 linear reel 10 linear foet IOllnear re et Fl EJ ~:~.:~~-·EJ .... ~_,_·_; _ _, IR ___ E] Pam Exact representation of colors In pri111/119 ls difficult. Please refer lo actual color samples foroccurare mCllc/1/119 . S amp/cs available 11po11 request. B<fTu .~om ILcmcetltim' !l @uhru<e Waill~ SllJ(filtts Bollom Locki11g Double Wall Slats are a11 eco11omlcol a11d ollractlve way to e11fm11ce a11y c/1oin link fe11ce. Tiie bottom locking deslg11 makes tl1fs 011e of the easiest slats to l11stall 011d am1res o cleo11 levef fi11Jsfl. Design -Flat tubular shape with inside reinfol'ced "legs" for extra <lun:iblllty. The locking ch1111ncl creutes a ~snap·in " lock[ng effect for sccmity and deter:; vandalism. lns111l111tlan -Insert the l o cktng channel horizontally through the bottom or the foncc , then simply slide the slats \'Cl'licall)• from the lop towards lhe l.>0110111 channel and the)' will automaticall)• lock into place. Slnndnrd Heights -,, fr., 5 ft., G f1., 7 ft., B ft., 10 fl., and 12 f1. ~)1cclttl l11•igl11s ttmi/11'1/e 1111011 11•1111 ~s 1 Slnt Lcnglh-3 112" 5hmlcl' than the overall heigh! oflhe fence Wind Load nud Privacy ractor -Approllimntely75% (Based on wire/mesh u sed·strctch tension) Colors·-Ucigc, tlcclwood ;Hlack;-\'\'h itc;Hoyal ·l31uc;-l 'orcst·6 roc n,---- Grn)'• Dark Brown , Sk)• Blue Features and Benefits Mntcrlals -SfalSourcc'.l'l slats arc cx1rndcd from I ligh Density Pol)•eth)•lene (I IDPI::), color pigments and ultra violet (lJV) inhibilors spccilically fonnulnled 10 retard the harmful effects of 1hc sun and lengthen the life of the s[al. Durnhlllty -Our slats arc also resistant 10 sc\•crc weather co ndition s, s alt wnter, sand, rnnd dil"I, most ncids, alcohol, alkaline, a111111011i;1, pclrnlcum distillates, nnd common environmental pollutants. 1\111ln1c11n11cc -Our slats arc nearly mainlen:mce free. They ma)' be pre ssure cleaned o f surface contaminants with plain water. \Vind 1.ond Dlscl11l111cr -Wc will not be held rC'sponsiblc for fence damage result ing from wind load conditions due to insufficient structural support. Dcsli;n11llons-i\focts ll STM Destgnarion: flJOOO/F3000M (except I TcdgeU11k· mul llltrmi1111111 Sim) I/OPE Teclmlca/ Properties p v' rooertv a.ues /,\el tlndu (.6l A low mt ll ln du ln di1 alt1 lm ~:ov td ~trm andu~1k ie1 i1tanit. Dtnlily (.9571 Polytth)itne u ngmn)'l'dmtfrom .9t4 to .~60 In dtmily. A b~h" denii1y )itl:!1m ailmum1 1iHnm l'lil ho~I ~ecomln ~ovtrly h1i11lt . Minimum Ttmp. (-76'fl rofytlh)ltnuu1·1 nex1blemn ill lhb temper11u re fllrfmt. ,,,axlmum Temp. f2SO>FJ Pol)"tlh)lene dm nol distort until rmhlngthls ttmpmtu1t . Ten1ijdtreng1h (J,700psl) l.btrrli1 r,illnot suffer dlnon lon it lum load1 or fmpacu . -~------ 3437·010 ---.~..._ ____ _:_b~y~PrivacyLink t (]SELECT OE SIRED COLOUR ovnmE 0 FOREST GREEN 0DARKBROWN 0BLACK 0BEIGE 0GRAY OREDl/IOOD OROYt\l.BLUE 0SKYBLUE (]SELECT DESIRED HE JGllT 04'0' os·o· on· Oro· 08'0' 010·0· 012·0· Ocusm.1 STEP2 - SlAl 11\'.'E I SLAT . \~l)Tll - sono•J LOCK r 13·~2 6:>TTO!.ILOCK 2 IW 1111' s:>nO!.!lOCK, YI' 7.8' '- 1.i;:s11 I \'.IRE SIZE GAUG; ,. 90R II ~ 1/1' \11'1 Oil·~ 1l1' 90~ II r 5 STEPJ CO\'ERAGE AA f A IOLl'IEA'l rm IOll':fA'l rm IOll'lEA'l FEET PRIVACY UNI<® P.O BOX 295 HYDE PARI<, UTAH 84318 TOLL FREE: 1-800-574-1076 PHONE: (435) 563-1058 FAX: (435) 563-1062 www .eprivacylink.com INSTALLATION INSTRUCTIONS ECONOLtNK 1" SLATS (PATENTED} STEP 1 INSERT RAIL HORl20NTALL Y Ill FIRST FULL OIAl.!OND AT BOTTOM OF FENCE WITH OPEN SIDE FACING UP. COMPLETE INSERT VERTICAL SLATS \'/'TH BE\'ElEDllWTCHEO EllO PUSH rne VERTIC1\L SLATINTO THE llOR ZTONAL ENJOY A BEAUllFUl FENCE THATWAS S'.l.IPLE TO 00\\'NWARO. SLAT ENGAGES AllO INlERLOCKS Wint CtlANl\El TO LOCK·l~ PLACE . INSTALL BOTTO.'.\ RAIL NOTES: t. INSTALLATION TO BE CO~lPLETEO IN ACCORDANCE \',1TH l.IANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWll'IG. 3. TtlJS ORAWlllG JS llHENDEOFOR USE BY ARCHI TECTS, EllGll:EERS CONTRACTORS, CONSULTANTS AllO DESIGN PROFESSIO~ALS FOR Plt.tlNIHG PURPOSES ONLY. THIS DRA\\1NG MAY NOT BE USED FOR CONSTRUCTION 4. ALLINFORMl\TJON CONT "JNED HEREIN WAS CURRENT AT THE n\lE OF DEVELOPMENT BUT l.IUST BE RE.VIEWED AND APPROVED BY THE PRODUCT l.lANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT ANO Cm.lPANY INFORl!ATION VISIT 1t::::.CADdetais comfinfo ANO ENTER REFERENCE HU'.mER 3137·010. 8 BOTTOM-LOCl<ING SLATS O[CORATIVE PRNACY SLATS . ------------------------BEVISION DATE 10/0312013 PROTECTED BY COPYRIGHT 0 2013 CADDETAILS.COM LTD. CADdeta ils.com ' " TAYLOR FENCE COMPANY OF GRAND JUNCTION 832 21 1/2 ROAD P.O. GOX 3125 GRAND JUNCTION, CO 81502 970-241-1473 FAX 970-241-1475 .. CHAIN LINK FENCE SPECIFICATlON FRONTIER PAVING GARl'IELD COUNTY SHERIFF ANNEX EVIDENCE LOT FABRIC: TOP nAIL: LINE POST: TEn~tlNAL POST: GATE POSTS: HRACING: FITTINGS : HARBWllrn : TENSION Wllrn: TIE Wini~: GATES: POST H><n ING: 96" 9 GA GALVANIZED (2" MESH) CHAIN LINK FABRIC. I 5/8" O.D. SS40 STRUCTURAL PIPE, 1.82 LBS PER f-OOT. TOP RAIL IN 21' LENGTll, \VITI-I SLEEVES. 2 3/8" O.D. SS40 STRUCTURAL Pf PE, 3.12 LBS PER FOOT. LINE POSTS SET 8' ON CENTER MAXIIvtUl'vt SPACING. 3" O.D. SS40 STRUCTURAL Pf PE, 4.64 LBS PER fOOT. 4" 0.D. SS40 STRUCTURAL PIPE, 6.56 LOS PER POOT. 4" O.D. SS40 STRUCTURAL PIPE, 6.56 LBS PER FOOT. I 5/8 0 .D. SS40 STRUCTURAL PIPE, 1.82 LBS PER FOOT. REGULAR BRACE BAND AND CARRIAGE BOLT, PRESSED STEEL RAIL, PRESSED STEEL CAP , PRESSED STEEL BARBWIRE ARMS, 3/16 X Y4" TENSION BAR, REG ULM~ TENSION BAND AND CARRIAGE BOLT. 4 POINT BARBWIRE, CLASS 3 GALVANIZED. 7 GA SPIRAL, 12 GA HOG RINGS s Yi'' 9 GA STEEL WIRE SPACED 15" ON CENTER roR LINE POST AND 12" ON CENTER FOR RAIL. 1 518'' O.D. SS40 STRUCTURAL PJPE. 1.82 LBS PER FOO r FRAME, SAfvlE FAl3RIC AS ABOVE . MOLE D1l'\'1ENSION FOR LINE POST & TERMINAL POS'I 12·· X 42"', CONCRETE 3000 PS I ~a @~~ fJ{ u 'LUJ lRl [~1 APPLI C ATION! Wind-Screen ° Sight-Blocfc Polypropylene (PP) o UV lnhibitoL· o "'oven r/ STYLE/ WEIGllT CO LOH --05% Closod/ '1.3 oz/yill Dark Grncn -. 90 % Open/ 5.0 OZ/v!ll Dark Gnrn n 00 % 011011/ 5.0 oz/y1F 3!ack - 9G % CIOSClll/ 5 . ., 07/y1l2 U;uk Green - 96% Closorl/ 5.-, oz/y1F Ul;ick - ·Pla in WLw c ··Lidie I t no suns1 I "' TEllSILE srnErmnr l SrRE!!G rll PHlfilEMlllTY \'J/IRP I FILL r -•wm 208 psi 300 elm 300 Ills 130 lhs --- 3n211si 257 Gf 111 340 lhs 190 lhs -- 392 tisl 257 cfm 340 Ills 190 lhs 4G3 [ISi 156 crrn 4G/ Ills 230lhs - 4G3 psl 156 elm 4G7 lhs 230 lbs -- Note: P1q -e rtils ,li e l~pil ti l\ll .1) c \ 11 111.·s COliST.1 1'/EAVE 30xto tpw 40x1U *'I.I. 30x20 ·rw 30x20 'PW 2325 t·hrcon i Coun,S:in D!".'.;"\I/\ 9215·172~1 ° ''".-."::.cT~brics.com "Td: 6 Jfl,66 1.7 !66" r-;i.·,:619.(fo l !607 : cl Fabrics 2~25 Marconi Court Su11 Diego, CA 9215 •t Tel: 800.622 7169 Tel: 619.661.7166 Fax : 619.661. t607 E·mail: "PCC~<,-1 l.1)2!i!:'>S (IJ! \, "t .'I r 1! iU1ri! •; 1.0111 [WINDSCREEN] {SIGMT BLOCI<] POLYPROPYLENE WOVEN FABRIC, CLOSED·MESM (cl Fabrics SIGNATURETI.I Serles) Specifier Note : fhis specification covers the use of !Windscreen) [Sight Block} fabric in lineal applications such as on exterior perimeter fence, interior fence and sport fence. We suggest you incorporate this specification as part of Division 02 Sile Construction, Code 02825 Fence, Gates and Hardware. PART 1 GENERAL 1.01 SUMMARY A. Section Includes: Polypropylene Woven [Windscreen} [Sight Block} Fabric, Closed·Mcsh Style. Provide all materials, labor and equipment to install (windscreen) [sight block} fabrics manufactured by ci Fabrics under the trade name Signaturen·1• t .02 RELATED SECTIONS A. Division 2 Site Construction 1. Section 02100 Site Remedialion 2. Section 02200 Site Preparation 3. Scclion 02220 Sile Demolition 4. Section 02790 Athletic & Recreational Surfaces 5. Section 021382 Recreatfonal Facilities & Playground Equipment B. Division 5 Metals, Section 05720 Railings & Handrails C. Division 10 Spec ialties, Section 10605 Wire Mesh Partirons 0. Division 13 Special Construction, Section 13185 l<ennels & Anim al Shollers I 03 SUBMIT ft.LS A. Gener al Contractor : Submit listed submittals In accordance with Condi tions of lhe Contract and Divls lon 1 Subrnlttals Procedures Section. B. Produ ct Data: Submit manufacture·s product data and installa tions instructions. C. Shop Draw ings: Submit ma nufaclu re·s shcp drawings indicating typ!cal layo ut of fences and gales . D. Samples: Submit selection and man ufacluw's matNial verilica lion s~mples . E Qu ality A !i ~umncc : Sllbmil rn a nu!aclwo's pu bJ:shed porf or m a n c~ data for !:pac1lied rr o cl ucts . F. Warr an ty : Submit manulacluri:'s warra111y cl c-c um cn ts. 1.0•l QUALITY ASSUR Al.J CE A lnstailef Oualifical ions u 1i:i1e an irGtall::-r J a~·ing demonsila!e.J ope1Jence on projects of simila1 s ize 2nd comple»il/ 8. Regulatory Requirements and Approval : (Specify applicable requirements of regulatory agencies]. C. Certifications: [Specify requirements for certification). PART 2 PRODUCTS 2.01 [WINDSCREEN) [SIGHT BLOCl<J A. Approved Manufacturer: cl Fabrics, 2325 Marconi Court, San Diego, CA 92154-7241; Telephone (600) 622-7169, Fax (877) 661-1607. B. Substitutions: Products from qualifled companies having a minimum of five years experience in manufacturing polypropylene closed-mesh woven (windscreen] (sight block) fabric will be accepted by the architect as equal, ii approved In writing ten business days prior to bid dale. 2.02 MATERIALS A. Size: Height of [5' -8" for 6 fl fence) (7'·6" for 8 rt fence) [custom_·--" for_ ft fence) x [_) lineal feet. B. Weight and Color: [85%, 4.3 oz/yd2 Green) (96%, 5.7 oz/yd 2 Green) (96%, 5.7 oz/yd2 Black]. C. Fibers used to manufacture fabric shall consist of UV resistant synthetic polypropylene systematically woven, Plain Weave method. They shall be formed into a stable network such that the filaments or yarns retain their dimensional stability to each other. D. Binding: 1-1/4" wide polypropylene, 4-ply material double stitched on all edges with #2 brass grommets (24" O.C] [12'' O.C.). For heights greater than 6ft an intermediate, binding mid·row with #2 brass grommets [24" O.C} (12" O.C.} shall be added for support on one side only. Mid- row grommets Installed on face of fabric wlll not be accepted. E. Hardware: UV resistant s· x 0.130" polypropylene cable ties, minimum tensile strength of so lbs or corrosion resistant steel hog rings, 9-gauge with a minimum of 0.80 ov'ftl zinc coating. F. Warranty: 5-year limited warranty against defects in materials and workmanship. PART 3 EXECUTION 3.01 EXAMINATION A. Verify site conditions are acceptable for installation of the [windscreen) (sight block) including the fence framework and the post setting embedment. 3.02 INSTALLATION A. The contraclor shall install the {windscreen] [sight block) in accordance with lhe specification and as shown in the contract drawings or as directed by the engineer or per manu!aclurer's publislled technical information . 3.03 CLEANING A. Remove debris from work site and properly dispose of debris. END OF SECTION Specllleatlonl lubJ11et to c~ano-wlthout not~o .. \_ American Fence Association 9' 8' c>"I Fb. ::I>, 1;.:. • :> .......... 24' -1~ p.cc> ! 3/8 Galvanized ._,/ h ~e ~: 1 5/8 SS4~ Pipe ~e f'o-sf: 4 11 SS40 Pipe ~~ J.-/1"1Gf3: 4" x 1 5/8 Industh-ial l&: I. t. ~· 1·. ~-(afp. c:p.of flOC? ~S.t-'(: Pioneer late~ I 1~1 ... u. · · I lb. 4r 1, ~I I:: . LJe> l> •• ~ .~~-- +-12-.l.. co-1Cf6(e,: 3000 PSI INDUSTRIAL GA TE DET All STYLE: l::Z.'-.:Z+' ~~INC::, NTS NOTES C"IA-(~ ~~<::. -p 1"'1t>\ferl ~ welded into place •• r>. b" Copyright~AFA 1993 PROJECT Garfield County Sheriff Annex ~CON. Frontier Paving SUBMtITet> SY Taylor Fence Company DRAWING NO. DATE 11/17 /15 CA.·31 ....... _ c-FIA ~ --------------------------------------------------·-·------ \I ,---S ~~10:> e~o v./tf¢ : 4 Point Galvanized .... l / ~ Association I. OPTIONAL V BARB ARM J r= ef.GP e.~ AfJY': 1 5/8 x 2 3/8 Pressed Steel( I / rr= ut-6 f'~ ~ 2 3/8 SS40 Pipe 1 10f' fA'L-~ 1 5/8 SS40 Pipe I / 1 \ \ f'A&[Z><-, 9 ga Galvanized OPTIONAL 45° CORNER BARB ARM MAX. -1-, 1 10' ~™:.· · i<~r ·<t -·ssc---,~;;;;Q@i ~\,_Pc:8(CAf': Pressed steel 96" n~~~t ,:::A&p-lc... -re: //>-:\__ ~ Ff/'8 SS40 -: ..... · ~e!'p./G.19 pt::>E7f ~3 11 SS40 Pipe ~L-f!ff1-.0 : 1 5/8 Pressed Steel \_ E3pc£ ~: Standard :~11o41----(~1o...f @A.{Z: 3/16 x 3/4" Galv . C.ON::f6(t:::: 3000 PSI SIDE VIEW FRONT VIEW 6'-8' CHAIN LINK FENCING DETAIL STYLE: iBPf2:"''-""1'("' ~ J.Jt-.1tf1 ~-G(pPN~ ~ w1f6 NTS ~ -Jt:"N$10"1 f3ANC?: Standard NOTES PROJECT Garfield County Sherif£ Annex OWNER / GEH. CON. Frontier Paving SU!!MITTED 8¥ Taylor Fence Company DRAWING 110. D.\TE 11/18/15 CJ--.1.1 I 5 I I I I I l i I ~ l f .;'- VICINITY MAP USGS QUAD MAP Scale: 1 • = 2500' ® UNCC CAU.BEFORE YOUOIG 1-800-922-1987 Util1ly Nobflcation CenterolCoklnldo ............ Cllil9•m•' , __ c......_ ..... , .. ,__.c. ... •tac 10.IOO.OllilloDr.0. flC.VAtt CM1 l ...... a06 .... ,.,,,...,°'~~""~~-.... ~ .. !!!. 11icN M•i11ptr."s Meo~ M lhcdilM ii.lncafllldoa **'•P...._ t&Um9uc:L Uelctl \line ....... -.. •;per.I C91UllOCft ecal *' ru7bc...,cml1a1~.CCNL GARFIELD COUNTY SHERIFF SECURED EVIDENCE STORAGE AREA CONSTRUCTION DRAWINGS Rifle, CO OWNER: Garfield County clo Randy Withee, County Engineer 0375 County Road 352 Bu ilding 2060 Rifle, CO 81650 ENGINEER: COLORADO D<tsnl'IG , ~,··11 ~ ··~ -Rnl£R tUll.DlNG _L _____ .. ~ l • I '*..... II 1 lt Yll 1 EH 6 l NEE fl IN 6 ... r • UC:OIPO&ATll • GRAPlllC SCALE IN tEET nis Dn-ins Nol V.W U.. L...-acn.eoe laatt&b A.IC l llllahonllat -- PROJECT OVERVIEW 2013 AERAL PHOTO COLORADO Rrvr:R EKfllNEtrtllffl l•&••••eaTll• GatlioldCo..,17 136 East 3rd Street P.O . Box 1301 Rifle, Colorado 81650 Phone : 970 -625-4933 Project Engineer: Eric Brynildson P.E. #45306 SHEET INDEX SHT# TITLE 1 COVER SHEET 2 SITE PLAN 3 DETAILS E4-1 ELECTRICAL 10/16/15 ,,..----- COVERSHEET POllo•llOI I .... .....,.,. ..... a.n..co"'so om c.-.....im.s..,.2060 I Td910-'U -HU 11ne_co116'41 ~~~ I '"1n '"' 1 Count y ShcrilTScc:1md Evidcncc Lot •~"'-•N1•1 c..c • ...,. ....... ~,-c-_-. I .,.._ I • I i j i I I i I l i ! ~ j ! ./ ./' - ./ ./ ./ /' I I I I I I --____ '-________ ,,,, ------·-::=-~ \ ~o Moum z 11c11tJ to bulldl .. 1hl•"1• towud stone• 11ea. s..-. r .. 1 onacllod lot lfClltlpo<lllat ..... & (lo<U1col ""°"'of bulldlnc. -- O•d1.,10 iw1le ~ toldjleoll1 f,.ld \ {t z4• wtd• 1••• TOC 90.scr ..l_ s. ~ ·-.:.---- ..,..,.P / I / I' '-cured I ricltftta Stotat"t Ar11: 1· 1PKt: CDftO'tll ..... ,.., wtcft Ill~-""" s..-. I I I I I I I I I I I lfl:st•I hl'W a· tall d\&ln !Ink. rence with ktrand bl.tit wfre ct1t top Ind priwacy mlttrial. Plac. ft1'ICe outllde of t"DnCnte edp '"'"'' MattNI sh:atl be 100 Sef1a ftnttlloU bf hnctSctttf'l Dt equh<•ltnL I I I I I " I I I / / ltlou1• cNI• ""'-ts.IJ. I / I // ~ /I q / ~o,<? )' / / / / GARFIELD COUNTY AHRT FACIUTY SHERIFF ANNEX . GARAGE BLOCK FRAME F.F.5590.9' U ''<'• I I i :~"'tft('e I= If I .\ \_.. 0 ] lol•~•1Co11CT01•/ .. ~::=-~. EX BAL·L=-/ " I ', ~ • '--..... / w .. 1,...,,..,. / I .,\_ '--.... r / \ • ' •'-......!'. t2 .. u .o1..,,b&1uncr I \ ''· ·~ I ' ;--- -.-, TURE SEWER \ ~,, ~-"-frus PER PLANS I \ , .. • I 'l l . I I • ltptrNW~IJ·lf.Ja&tb& \ \ I ~x STORM INLET•......._ ~· ....... .._....v ... .,.. •• -I I l _) -....... . .1 ... -•••• ttt,,.CU<toa I • curt••wlthMrabar,12.lofll,J " \ "\ '-. _. -"-•........._ c-ombt-•""tototsmnc. /~ J . 0 .~ \ • ~ .--I • \ ASPHALT (TYP.) '· "i ~-U TURE ./ \ • .-WA TE RUNE SifU B ~ ,,· PER PLANS/ --. • 1 •1 UTU RE --·--I ' • .-:j GAS ~TU B . --·----·--~I I r I J I I I I I I I tund swai. dincutll ttDml w11er •rvwnd""' p.1rlJnc ~•. l 'dttp wft.h J.J tldetloprl. DtaWl.la .. swae. ~Uftuft l's.lf. aouth of this potn1 (ttt co~r INti). •nd "'" tN!lt Nrns on 50' IPdnl ""'ta wl'f'l.ltlon It tttaMaNd. Al dittuti)fd arus lhln ~. ,......tt11.0. C-t_Wl _Galflold c......, --·-.,td--..... bttubmtntd lo ~fOt •pprvwtl pnor to c:onitrvtUon. , , / / / ,.,# / / / , CONSTRUCTION NOTES: 1 CONTRACTOR SHAU. VERIFY THE El.EVATION OF EXISTING STRUCTURES PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHAU. TAAE THE REQUIRED MEASURES TO MAKE SURE THAT PROPER STORM WATER MANAGEMENT IS IMPLEMENTED 3. CONTRACTOR IS RESf'(INSIB LE FOR ElOSTING UTILITY LOCATES PRIOR TO BEGINNING CONSTRUCTION AND AVOIDANCE OF ALL EXISTING l/TllffiES. 4. ALL SITI: GRADING (E)(CAVATION, EMBANIWENT. AND COMPACTION) SHAU. CONFORM TO THE RECOMMENDATIONS OF TME LATEST SOILS INVESTIGATION FOR TH IS PROPERTY 5. TOPSOI!. SHAU. BE STOCIU'll.ED ONSITE FOR REVEGETATION USE ALL DISTURBED AREAS SHALL BE REVEGETATEO PER COUNTY SPECIFICATIONS. S. FOUNDATION SOILS & AGGREGATE BASE COURSE SHAU. BE TESTED BY GEOTEOi & INSPECT£0 BY ENG INEER PRIOR TO REBAR Pt..ACEMENT. PROOF ROl.L WILL BE REQUIRED ON SUBGRAOE PRIOR TO BASE COURSE P\.ACEMENT CONCRETE SHALL BE MINIMUM 41JOG.PSI, POUR SCHEDULE, & REBAR PLACEMENT SHAU. BE APPROVED BY ENGINEER PRIOR TO POURING CONCRETE 8. ntlCKENED EDGES SHALL BE CONSTRUCTED ON THE PERIMETER OF ALL NEW CONCRETE. / 9. ALL EXPOSED CONCRETE EDGES SHALL BE ROUNDED BY t"· 10. ALL REBAR SHALL BE GRADE BO. 11 ALL REBAR SHALL SE PLACED J" INSIDE CONCRETE EDGES , 12. ALL REBAR SPllCES SHALL OVERlAP MIN JO" 13. CONSTRUCTION JOINTS SHAU. BE INSTALi.ED IN CONCRETE PER COVl'ITY SPECIFICATIONS & MAXIMUM 10.fEET BY 111-FEET GRID . CONTRACTOR MAY SAW CUT CONSTRUCTION JOINTS. JOINTS SHALL BE SPACED EVENLY ACROSS CONCRETE. 14. ALL MATERIALS SPECIFICATIONS SHALL BE SUBMITT£D TO ENGINEER FOR REVIEW & APPROVAL PRIOR TO CONSTRUCTION \ \ NOERGROUNO GAS .--· ·r· _L PER P.LANS \ 0 --· --· N -=t\ s P-r-·--· --·--· I -vt6 \.---<_..--· / ~~J:!f~1 c . . j 10 / 16 / 15 '\ •1 "-cASLINE <l_; i STUB I ( l 6.dr·s...1 I 1 .... ~1 ru.m.. u.~ ~. •• .I PER PLANS • 1 I -. I I i I I tc • ' ltli • Lii-_.. I ; I GRAPlllC SCALE INFECT nae ... , ....... ~ kd l"Cf'Wol M $c: cS.C. -.r..i .. ,...,.,.....,~u.i... ~-..,. _. ...... C9JUIClm Kai. Uqo nu1k:_,.fl/flJ1MeWllC"Jeole:hlll. Nol Co LO RADO ll.1'1£.ll. EJfCllNEERINll .......... ,,. 2 GarlicldC011111y ... _ ... _ I PO llo• 1101 l . om c..-1 ._. m . alda l060 I T~ff>~~::l . aifk.CO&t&So "'"'"'' . SITE PLAN \. ... ~HU' Co unly ShcrilTScc=d Ev idence Loi .. ..._...__,,. nc.. ..... t«~.....,__,._, __ ... I i j Ii I I I i 1 i ~ f I .. nc..:.an ...... ·~ --~ ru.•w--*"D(d .. * llatp ..__ bddlluck.. fJalcn ~ ... ,,.. ...... 11pMl9J1110mtcal dwy ,.,, k ..cl°"'' ".-.en -,.. .... #4 REBAR@ 16" O.C. TIIROUGHOUT 6" CONCRETE TIUCKNESS. MIX DESIGN PER COUNTY SPEClfJCA TIONS. GUTTER SLOPED ATl"PERFOOT FINISHED ASPHALT EDGE 1/4" ID 1/2" ABOVE CONCRETE EDGE #4 Rebar@ 9,. o.c. lhroughDUI DJ 0 SEE SITE GRADING FOR SWPES. 3: I MAX . PROVIDE SMOOTH GRADING TO EXISTING ELEVATIONS . z.. -. '> ,,.: JJ r1· I .::_-I I!-:. _ .. s·c ~ PRoVIDETHtcKENEo -. . -!i:-I I --~· . . EDGES· 12"TALL&8"WIDE -ott _I I:= -. • ' ' 6" TIDCK CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 9S% MAX PROCTOR DENSITY & WrntlN 2% OPTIMUM MOISTURE CONTENT SUBGRADE: SCARIFY MIN 12'° DEmf, MOISTURE TREAT & RECOMPACT TO 9S% MAX PROCTOR DENSITY Wl11iIN 2% OPTIMUM MOISTIJRE CONTENT . CONCRETE PARKING LOT & THICKENED END SECTION DETAIL NOTTO SCALE 12· --6" SEE SITE GRADING FOR SLOPES. 3: I TYP (l.S: I MAX.) PROVIDE SMOOTH GRADING TO EXISTING ELEVATIONS. 6" CONCRETE THICKNESS . MIX DESIGN PER COUNTY SPECIFlCA TIO NS. 6 " TillCK CLASS 6 AOGREGA TE BASE COURSE COMPACTED TO 95% STD DENSITY . SUBGRADE: SCARIFY MIN 12" DEPTII, MOISTURE TREAT &: RECOMPACTTO 9S% STD DENSITY WITHIN 2% OPTIMUM MOISTURE CONTENT. CURB & GUTIER DETAIL NOTTO SCALE Tb Dn•q Nut v.r.1~......,.~.IMM1ubab An: 11Mlhnaca ... .,_,.,... STAJa! EROSION BALE TRENCHING AND STAKING cm1 (DIA!aMllSUE 11GH1t.Y All\mlNCl wml "°°"" © EXC4V4Tf.TII£ lllESCll. STAIUH2·x2· ~ NOMINAL) WEl>G2 LDOSC STilAW •ETWEE...,aAW ~ ~ ULI! W!DTll 0 STRAW BALE BARRIER DETAIL NOTTO SCALE COLORADO ff.WEil ElflSIN!:EllNIS ..,.,.. Gtrfidd County clobndrWtda: P011o.1101 I omc...i,a-tm BldJ l 060 llllk.t'Oll o.$0 1Wk CDllUO Tel 91042J-49U I • """ ... .... , ... ,~ DETAILS l '1lf 11U 10/16/15 !>=! 3 ~··········· County Sheriff Sccun:d E vidcncc Lot .,.._ ...... & ftc,..( ................... ~-·-t --.... ::_-&.