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HomeMy WebLinkAboutSDP200600103 Plan - Revision 2006-09-0690'+ 1, Sly , Dwo DV! Sk Iun QUe {,ylfJl in Gh1d< oil (aIJ 4R6 hus to aQ PVp SIn t,u.frT)hwii^ WOT CAh 4 k5k peke r 07 a/ONN P. OR ,/DAN M, McORAW D. B, 90 ? - 486 in (J5e' 4) Kin.GlCfiky "Ct- lei V I red vie. i4 Ct I t C CATIONj. cl 66 r XI MAT R M Ap o It. 11 E d' OOP F200 F. 0 40.0 o 9 A;_ 6Ar N • ++ "' N a,. ' b "`) height ,. a ° `' . O ; rJ 0 i M ___ lb /6, 6 ` /'-,ct .'. v IC>' •c, - G' 4e A w h y4. I /T. S' ® . 0e HERAIANI/S l LC tb` , y ,c\ h ( h ``'' 0 N E S T D R r B iv /t O / N G C. tp.''r4 S1 gp , O. B. /966 - / /4 I BUILDING FOUR14, N Tba ,BUILDING THREE P ,?s S Qom. ° (28,150 GSF) 6 - -- y o o (6,000 GSF) x - 4 w 1 ,M o / a+ *. , -. U_ Q to Sa -M 30' Vepco Ease. O.B. 031- /9B r •' I q — ` 9 3U • Cents/ Eare, D, B. B6T- B? f 'r• fa b a Dandaned th I r °' rn N , p th Af '"',, • * i1, o w • T c' ?A N . C w, el'.„y •.,,, ..,.._ y '^ '° `* ./' '" ;r __"" —• _.... ---- '? . P.k;. _ / °3BG .. lap Bai d• 4; dwpow .,•.iw+ •ter /' //`/, • ?r . is -ain, E # • - f9 Spaces .•POr W. or ,a At Ia fJ ParA inp Lot SEE 0,7, 2/07 -8 9J AND p. ®. B 9 / - 416 FOR y rl/ ROAD DEmeA r /4N 0 e X088. \ s 28 Spares i 4 0 1 , '••,,'w,' -a y BUILDING ONE °; 147 Spaces e 5 0 ( 90 GSF , \ TAX &I' A P 4581 r 0 r l J • • 0 p '"' V o f w i ZB Tees D 011$ d h O / J ;-a r if is 1wp • ' J1 NEW MONU ' SIGN - SEE R1 LOCATION PLAN TAKEN FROM ALBEMARLE COUNTY TAX MAP o ! a 9a • SURVEY CERTIFICATION p '' * # ARTHUR F. EDWARDS, A REGISTERED LAND SURVEYOR, LICENSE NO, 1420.6, IN AND FOR THE STATE n Q •, p ,,.• j JOFVIRGINIAANDLEGALLYDOINGBUSINESSINALBEMARLECOUNTY, DOES HEREBY CERTIFY TO NOMURA CREDIT 8t ` o , •• CAPITAL, INC. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY AND THEIR RESPECTIVE SUCCESSORS AND , N ~ , a J O Ift pro 6093 30 Vepco Case. R*tainsd I f p U.B. ZI47- 674 / 1 IRON f to "oo f5 • III. . }..••- -' t}II of ` k ' ASSIGNS: * -- / 1) THE ACCOMPANYING SURVEY ( "SURVEY ") REPRESENTS A TRUE AND CORRECT SURVEY MADE BY ME ON APRIL Wit,%26, 2005 OF THE LAND THEREIN PARTICULARLY DESCRIBED; • — /' ,/ r 2) THE SURVEY AND THE INFORMATION, COURSES AND DISTANCES SHOWN THEREON ARE CORRECT; a n • r B' ' L r ! / MINOR AMENDMENT INDICATES 3) THE TITLE LINES AND LINES OF ACTUAL POSSESSION ARE THE SAME; N 6I0 /w' REVISION DESCRIBED BELOW DESCRIBED IN THE SURVEY IS THE SAME AS DESCRIBED IN THE TITLE INSURANCE COMMITMENT • ,} / w d DOCK P ,L g r G SCHEDULE OF REVISIONS AREA 5) THE AREA OF THE SUBJECT PROPERTY AND THE SIZE, LOCATION AND TYPE OF BUILDINGS AND IMPROVEMENTS ' p ,/ - 0 , + 0 ` + ' / 2 , AND ANY OTHER MATTERS SITUATED ON THE SUBJECT PROPERTY ARE AS SHOWN AND ALL BUILDINGS AND (,- • I / q i ,/ f- f / / SEE SHEETS 5P -2 AND 5P -3 FOR DETAILS AND SPECIFICATIONS IMPROVEMENTS ARE WITHIN THE BOUNDARY LINES AND APPLICABLE SET -BACK LINES OF THE PROPERTY; • l•.I a8) THERE ARE NO VIOLATIONS OF ZONING ORDINANCES, RESTRICTIONS OR OTHER RULES AND REGULATIONS WITH • `/ 4 O NEW MONUMENT SIGN, BRICK BASE WITH REFERENCE TO THE LOCATION OF SAID BUILDINGS AND IMPROVEMENTS; 4 f , . f PANEL BOX SIGN - SEE SEPARATE ARBF7) THERE ARE NO EASEMENTS OR USES AFFECTING THIS PROPERTY APPEARING FR A CAREFUL PHYSICAL • ,..• / ' I'' SIGN APPLICATION INSPECTION OF THE SAME, OTHER THAN THOSE SHOWN AND DEPICTED ON THE SURVEY; " J 8) THERE ARE NO ENCROACHMENTS ON THE ADJOINING PROPERTIES, STREET$, OR ALLEYS BY ANY OF SAID -+ •• C" ; , 1 / t - / © ® EXISTING DUMPSTER PAD TO BE WIDENED BUILDINGS, STRUCTURES AND IMPROVEMENTS, OTHER THAN AS SHOWN ON THE SURVEY; •+. r / (•, /"' (SEE DIM.) TO ACCOMODATE TWO DUMP5TER5 9) THERE ARE NO PARTY WALLS OR VISIBLE ENCROACHMENTS ON SAID DESCRIBED PROPERTY BY STREETS, ` • J jplP` -'"'' OVERLAY EXISTING SLAB WITH A MINIMUM OFALLEYSORBUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS SITUATED ON ADJOINING PROPERTY, EXCEPT AS c ' OH pp wel TT 4' CONCRETE, PROVIDE 6CONCRETE SLAB IN SHOWN ON THE SURVEY;FRONT OF DUMPSTER PA, FULL WIDTH BY 14' DEEP. CUT OUT SECTION OF LOW PAVEMENT 10) ALL UTILITY SERVICES REQUIRED FOR THE OPERATION OF THE PREMISES EITHER ENTER THE PREMISES y ` p (SHOWN STIPPLES), INFILL WITH NEW 9M2 -A ASPHALT TO ACHEIVE PROTHROUGHADJOININGPUBLICSTREETS, OR THE SURVEY SHOWS THE POINT OF ENTRY AND LOCATION OF ANY f / PER DRAINAGE UTILITIES THAT PASS THROUGH OR ARE LOCATED ON ADJOINING LAND; ` I TO EXISTING STORM SEWER INLET. 11) tHE SURVEY SHOWS THE LOCAIION AND GIftLCf ION OF ALL VISIOLL- STORM URAINAIUL 4 rA R a • •• . te , r A N sII ENT A R C CNORV CH BEAR / N 6 SYSTEMS FOR THE COLLECTION AND DISPOSA OF ALL ROOF AND SURFACE DRAINAGE! / • h 12) ANY DISCHARGE INTO STREAMS, RIVERS CR OTHER CONVEYANCE SYSTEM 15 SHOWN ON THE SURVEY; THE SUBJECT PROPERTY "SFHA ") 9 ° 5 4d "3 9.0 0 / / t ? f 2 3. 0 , ?3. O 3 S 14 ° 06 ',!8 "CUT OUT SECTION OF LOW PAVEMENT, INFILL WITH NEW SM2 -A ASPHALT TO ACHEIVE PROPER DRAINAGE13) DOES LIE WITHIN A SPECIAL FLOOD HAZARD AREA ( AS DEFINED BY THE FEDERAL EMERGENCY.MANAGEMENT AGENCY; THE PROPERTY LIES WITHIN ZONE(S) AE (ONLY ZONES WITH A" 'V'WS IA, C w ^`" a "4 F f1 0 4 B / • 0 60.#5 153 , 4 7 150.47 $ 5? o 44'5 0 " W TO EXISTING STORM SEWER INLET. PREFIXES OF OR ARE IN SFHAS.) OF THE FLOOD INSURANCE RATE MAP IDENTIFIED AS COMMUNITY PANEL NO. 51003CO280D, BEARING AN EFFECTIVE DATE OF FEBRUARY 4, 2005.06 - I $ 3 .9 a 0 0 00"6 ?. 0 G 85.00 135.52 f dtr0, B / S s ° 83 00 "E REVISION14) THE SUBJECT PROPERTY HAS ACCESS TO AND FROM A DULY DEDICATED AND ACCEPTED PUBLIC STREET OR HIGHWAY. My I - 3l.1 41A /6 43'.0• /P.el1 e , •.P+I, /4 ,?,.8'J SdB QO BP E 4 RELOCATE CURB FOR TRUCK ACCESS TO REAR OF PROPERTY 15) (EXCEPT AS SHOWN ON THE SURVEY, I THE SUBJECT PROPERTY DOES NOT SERVE ANY ADJOINING PROPERTY FOR DRAINAGE, UTILITIES, OR INGRESS OR EGRESS; AND 16) THE RECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS A MATHEMATICALLY CLOSED FIGURE. THE UNDERSIGNED HAS RECEIVED AND EXAMINED A COPY OF OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. 3""; AND THE LOCATION OF ANY MATTER SHOWN THEREON, TO THE EXTENT C e S(gv Svc hl •REVISIONITCAN BE LOCATED, HAS BEEN SHOWN ON THIS SURVEY WITH THE APPROPRIATE J 5 PAD $ FENCE FOR RECORDING REFERENCE,NON - CONFORMING DUMP5TER5THEPARTIESLISTEDABOVEAREENTITLEDTORELYONTHESURVEYANDTHISCERTIFICATEASBEINGTRUEAND ACCURATE. THIS SURVEY IS MADE IN ACCORDANCE WITH THE 1898 "MINIMUM STANDARD DETAIL REQUIREMENTS FOR LAND REVISION - 6 PAD $ FENCE FOR TITLE SURVEYS" JOINTLY ESTABLISHED AND ADOPTED BY AMERICAN LAND TITLE ASSOCIATION ( "ALTA ") AND 4) NON - CONFORMING DUMP5TER5 AMERICAN CONGRESS ON SURVEYING AND W PPING ( "ACSM ") AND MEETS THE REQUIREMENTS OF AN URBAN SURVEY, AS DEFINED IN THE CURRENT ACCURACY STANDARDS JOINTLY ADOPTED BY ALTA AND ACSM AND INCLUDES ITEMS 1, 2, 3, 4, e, 7(A), S. e, 10, 11 AND 13 OF TABLE A THEREOF.INSTALLATION OF NEW TRAVELWAY BETWEEN EXISTING PARKING LOTS TEMPORARY STORAGE LOCATIONOFMETALSHIPPINGCONTAINERS SIT E PLAN - M I N O R A I"iiii'i E N D M E N T SCALE 1" = 40-0'l NOTE: SITE PLAN BASE DATA TAKEN FROM SCANNED PHYSICAL SURVEY DATED AAPRIL 26, 2005, SHOWING PARCEL 006-18 AS SHOWN ON TAX MAP 45 B 0), ALBEMARLE COUNTY TAX MAPS, AS PRMPARED BY B. AUBREY HUFFMAN ASSOCIATES, LLC, CIVIL ENGINEERING, LAND SURVEYING AND LAND PLANNING, CCHARLOTTESVILLE, VIRGINIA. zi J u w 1 r (t , T` — - - -- M t _5 p'G/h 1 l i Ar Loy+„/ Asphalt Parking Cot 3 Spa c o sBUILDINUTWO , 1 r V\ \', • i /6 Spa C e s Ltq A\ m ••. AtPhaJJ PptNi+W ' ( / ., --- ?0 Wolerline searent D >, IV , ty N • \ • • Damp #rt T:i Pod A 8 a 4 I I '/ 1• ? 4O , 6'w 10 # t i7oh Pr ;t pro pe n9 Not lot rstrucO` " Riverside Group LLC 503 Faulconer Drive Suite 5 arlottesville, Virginia 22903 TM undsnlgned, tlutholixed by theowner, hu roldewed end .pptothisdrnyhtgMatxordsncewith the agreement between tM owner 6 the Amhlteeh Signature ISignature Date I Site Plan Minor Ammendment Showing Consolidated Phases 1 through 4 Pr Title em Project Information Jurisdiction: Albemarle County, VAMagisterialDistrict: Tax Map: 045B1 Parcel Number: 06 -00 -001 BO Deed Book: Zoning: HC Building Code Use Group: Type of Construction: Automatic Sprinkler System:Area: am Maximum Height: Occupant Load: Floor Live Load: Roof Live Load: Ground Snow Load (Pg): Basic Wind Speed: Wind Load Importance Factor (1): 1. Wind Exposure: Exposure B A Building Official's Approval Approval Stamp Building Permit Number Drawing History Description Minor Amendment o, e CAD FIN Nome: Rhnnkleoroup.og.oe.oe wousesomm —1 Q USE OF THIS DRAWING a DO NOT SCALE DRAWING. Tha Cornotor alien nM flapmeepwwnenlsendvWlySoldoondnbu.M:he anblycePansuchaidmeuunmentsendoc01ore.nd Whey Doou "" mweil•" baonmmr,opCongaM.AaeMunyMuudd,,,r eM wmp.n tM Con.n Daaum•ma with •,aMr.,M with Inbmutton bmWud by tM Ow,MrwM. ohelideupontoIMAroMeotwars, InoOrwMerwlee or massi h.OLootwreE. htM ComnWOr peMmw m omstruWlon aalwkywtthkl — =reo wkhouohnotlatpt ArohkM1MrW,.nesaume epproprlW neNl tar wohpedolmenwud.hell ben a epprapd .moon oftMWtrwutbl. ooW. The Irer ofthe Cordon Documene 4 to Include WI Mme genetee ... fo pe proper aeeutbn end oompWS d &. Wk M wren a T"• CO"'r•o1 DoeumWNe en oompNmenhry,tepuMd by one shnl M u bi,Mbe u nrpu1nM byWI; Wrbrm.nM by iM Omnnalor eMN W nQUlnd entry b tManentoolwYfeMwithtreeCorrectDoWmemeendreewn.byInmbWMmtMmubWnpneqtoproduw1MIntendednuns. In e..e W eonnlWln0 reVUkemenb, the man shth" tnft, costly requirement eMll 1y. Nhon ohenpe ro CernnSumor71ni . inbrmetbn shown on —h*. •nut dose n W enhorW cn.nM tocornrdaumorntbnntie•- In ..sp.rWeIWtW orChesassOrder. IMOrmelb ehpwn N eyblel to tM rpulnmereo= corn- Doouw"O. Cornndor le reeporolble rordknenalpro, which ehatl M odnnnnW end oorroMsd W the she,hbneelkm prooww, leohnlquee n aonWr,wlbn QQuerklu, thecoordinnbnWIt1. work wnh .n olhe, Iredu end fSuboo kEnth ,end the -srmsebry pedorm.nu of his Work. COP NOTICE Are oWIWrW.Fa eemmenhwWyV rM reednelne, M eddkbn ro tie aepynWd on We dr•Wnp Unwlhataad nprebwbn a uae n SYe drewinp le Pro" d.CoroeM fW linked rprodwNan or w W WhW I MMwdMeWbyek.mun W Bheelw, Arohheae' penomNbw. ConeM b Iknaed npoduodon er use rewireWed tonll,y nemW bNOw. ftneture Date Umh.d Reproducton or Use RightsGrantedto: nature Vote ----- UmRod Reproduction or Use RightsGnintedto: r X 1 \ SITE LOCATION MAP NORTH 1 p REVISION -1 NEW SITE MONUMENT SIGN SEE SHEET SP -4 FOR SIGN DETAILS SCALE 1" 10'-C" EXISTING 6" DIA. BRADFORD PEAR TREE TO REMAIN dwdmw am REMOVE 10" OF EARTH, INFILL WITH 4"#58 CRUSHED STONE AND 6" CONCRETE SLAB, FLUSH WITH TOP OF CURB EXISTING GONG. CURB TO REMAIN EXISTING PLANTER TO REMAIN 1 JIM O K4 REVISION - 4 RELOCATE CURB FOR P- TRUCK ACCESS TO REAR OF PROPERTY SCALE 1" .10' -0" EXISTING CONCRETE DUMPSTER PAD OVERLAY EXISTING DUMPSTER — PAD WITH A MINIMUM OF 4" CONCRETE, EXTEND WIDTH TO DIMENSION AS SHOWN. NEW CONCRETE PAD TO BE MINIMUM OF 6 " IN THISKNESS W / #5 REINF. BARS AT 12" O.C.E.W. NEW CONCRETE LOADING PAD, 6" CONC. W / #5 REINF. BARS 12" O.C.E.W. TURN DOWN SLAB EDGES FOR A TOTAL THICKNESS OF 12" CUT OUT LAW SECTION OF — EXISTING ASPHALT PAVING. RECONTOUR WITH COMPACTED 21A CRUSHED STONE AND REPAVE WITH V 51'12A ASPHALT CONTOURED TO DRAIN TO EXISTING STORM WATER INLET 4 it • i R:2 A fo 2 REVISION -:2 DUMPSTER PAD WIDENING p- PAVEMENT CUT AND PATCH SCALE 1"= 10' -0" NEW CONCRETE DUMPSTI AND LOADING PAD, 6" CC W / #5 REINF. BARS 17 O.C. TURN DOWN SLAB EDGES A TOTAL THICKNESS OF 1; EXISTING DUMPSTERS CUT OUT PAVEMENT FOR DUMPSTER PAD, PATCH REQUIRED AT EDGES 5 REVISION - 5 PAD FENCE FOR P- NON CONFORMING UMP5TER5 SCALE 1" .10-0" i le w a f w r 4 i i1R s e r i r e CONTOUR EDGE OF GONG. SLAB TO CONFORM WITH EXISTING EDGE OF ROCK OUTCROPPING NEW CONCRETE PAD TO ' BE MINIMUM OF 6 " IN THISKNESS W / #5 REINF. BARS AT 12" O.C.E.W. NEW CONCRETE LOADING — PAD, 6" CONC. W / #5 REINF. BARS 12" O.C.E.W. TURN DOWN SLAB EDGES FOR A TOTAL THICKNESS OF 12" OVERLAY EXISTING DUMPSTER PAD WITH A MINIMUM OF 4" CONCRETE, EXTEND WIDTH TO DIMENSION AS SHOWN. EXISTING CONCRETE DUMPSTER PAD 00000'40 3 p REVISION - 3 DUMPSTER PAC) WIDENING SCALE 1" .10' -0" NEW CONCRETE DUMPSTER AND LOADING PAD, On GONG. W / #5 REINF. BARS 12" O.C.E.W. TURN DOWN SLAB EDGES FOR A TOTAL THICKNESS OF 12" EXISTING DUMP5TER5 SAO 40 CUT OUT PAVEMENT FOR NEW DUMPSTER PAD, PATCH AS REQUIRED AT EDGES LINE EXST. CURB alp 17 p NON CONFORMING UMPSTER SCALE 1" .10-0" CeSS PCrt p Cog P eCmit. NotJotrstf%JG r 1 Sfpnaturo Riverside Group LLC503FaulconerDrive Suite 5 arlottesville, Virginia 22903 utlderarar"ta euthodxsd by theowner, has reNewed shah epprowdthisdnwinCIn.eeordanu with the agreement between the Owner S the Architect: Signature Signature Date ' Site Plan Minor Ammendment Showing Consolidated Phases 1 through 4 Project Title Project Information urisdiction: Albemarle County, VA lagisterial District: ZMap: 045B1 cel Number: 06 -00 -001 BO lead Book: oning: HC iuilding Code Use Group: ype of Construction: utomatic Sprinkler System: rea: laximum Height: tccupant Load: loor Live Load: roof Live Load: round Snow Load (Pg): asic Wind Speed: Ind Load Importance Factor (1): 1. Ind Exposure: Exposure B n ease Building Official's Approval Approval Stamp Building Permit Number ' Key Pla USE OF THIS DRAWING DO NOT SCALE DRAWING. The Contra" shah Lke deb me.eunmem..nd verly Bold condition and ehep o w.oomp.n .ugh pb measurements and condNlMnd other hNormtbn n to the Contractor with 1M rContrastDocumemebetenwmmeContheContrastsh.N or sy rydy 10 e«npw tit CoMpl D Owns" " h .phontw.nd weh Inlorm _. st by et Own« r o m"l nonpnpodtotitAroheeot.won, Yworwlrenebe «emlpbp dkwovered. h the Cord per/ a m ooptnwnort ptNNvNlmohv • .000ntr d.wor, end AInWITnetDaoumerMNwkhew.uoh nrla lhA* phtitComnd« shah .shame epPrepr,.le rppe 06t breueepenomemos.nd sh.11 bew.n.ppropdre rnour,( 011. mrlbwpN co.t. The bb of Me Conlrpt Dooumem. le 1.1oft rl Mme teoeewry br tn. PFrop« p.owbn pd compbtlon of the Worltry,M Corrlreotor. TM comrpt Documem. r. eM wh.t N rpuked by «w.hp b.. bkWlrp p k required 'rl: perbmunce by the Contntdr shrl W repaired on to tit pem e«wbrm wnn,ne Donlnr Dooum.m..nd r«.en.w I res rom tMm u Wlrp neoppryto produp tit 4Nendplrdto- at ra.e of conNOlmyy requhpwnb, fit more rn,q.mpd/or coyly rpulremeM.MF epWr, wkh.w cMrq.,o ComnotSum «TI1 .. Into -.-. Mown on MN eher d. nr Mhodp oh.nep toComnotBumorTlmeunNperredInasepenneWaror ChamOrdr, lnfomn,bn shown N.ubNi to me ngwnmemeo /the CPMr cl Deoumeme. Comnm« 1. re.pepmNIM r dbnpbro, whbh stshahWeomkmed .red oomlred .Nq toin"T" an Preoepp, teohnyup of ooM"e n Vyurnklp, tlNoordlnrbnofhisworkwkh .II rher trades and SubcoMr.store. and the ptbt.wory Pert --- of Ne work. COPYRIGHT NOTICE ThN Nwvlrwp oemoyrnd GY006 bT ehewen Nshk.eb. TheNshnwrrdl "eammon Nw, rrw«y pd otlwr roeervedrlehl., In .ddNbn b me eewrbM We trwlNrpeI/nwtlredpd npredurlen « up e1 Inrqp N Proldbited.Caroem /«Iknhed r.potllXeon «w. by Oenn shW WewdenudbyeltmelunMtiheer.n Arehhple' penomN Wlew. Comem fey Nmked npreduoeon «uN rptd «.d le enthy n.metl Mbw. Sipneturo Dep LJmINd ReproduoDon or Uae RlphtsOnmedto: nature ab"6" Um(ted Repraductlon or Use Rlphtst3rantsdto: p firt pro9re er,mittog dot for tr13otl Gosipnaturo REMOVE EXISTING CURB AND GUTTER IN HATCHED AREA 2EMOVE EARTH AS REQUIRED OR NEW 6'#21A STONE BASE AND 791-12A BITUMINOUS PAVING BAW CUT EDGE OF EXISTING PAVING OR A CLEAN FLUSH MATING JOINT DASHED LINE INDICATES EXTENT OF NEW PAVEMENT NEW CG -2 CONCRETE CURB Riverside Grou LLC 503 Fauiconer Drive Suite 5 ariottesville, Virginia 22903 The Mnanigned, auMOdzed by the owner, has roviewed end approved this dnwMO In aeewdsnee with the yreems between the Owner b the Architect: Signature Signature Date Site Plan Minor Ammendment Showing Consolidated Phases 1 through 4 Project Title Project Information Jurisdiction: Albemarle County, VA Magisterial District: TEMPORARY STORAGE LOCATION OF METAL SHIPPING CONTAINERS SCALE 1" =10-0" K : INSTALLATION OF NEW TRAVELWAY P- CIRCULATION IMPROVEMENT SCALE 1" = 10-0" S , I Number: 06 -00 -001 BO Book: g: HC rag Code Use Group: f Construction: iatic Sprinkler System: wm Height: ant Load: Live Load: ive Load: id Snow Load (Pg): Wind Speed: Load Importance Factor (1): 1 Exposure: Exposure B F11 Building Official's Approval Approval Stamp Building Permit Number Date Description Mark 106.15.Od Minor Amendment PL$ 11 CAD RIo Nsrre: Rlverski*Group.09.06.06 n USE OF THIS DRAWING DO NOT SCALE DRAWING. The Contractor ahaN take field meawmtx- end verify Mid eonditb- and shag wrculy coal even Mb measurements and eondittn- and other Inlorrncbn known to the Contractor with the Ouchoo oereluly etudeeMmmWthe CoMaet Doauntswith 4" othal and wkh Mbrmtlbn Nmbhed by1M Owner end aheS SitDrawneontotheNehkooterran, Irtoauklend. or omleebae dYOOesnd. If the CoMraotor psMrms arty construct tMedWIYII . it Involver s neopn4ed enw, y(eny or o IeWlnbthe "Moot 0-- will" euohndl w to tM ArolIteaS the Co shell sasume approprlce rNOMe61Mly for such perbnnnne ontl shall beer an eppropM om W tMaMrlbdabbeoc. The Meth of %to Contract Documents Is to Include all Now waraary fm the pproper exwNbn and coinplelbn d 1M WertbyIMCoMrwta. TM Contrast Ti, an aompbmatMwhatbrpulradby "roe shall W u kq - S repulrad perrormanw by the Contractor sit - ha roaulnd Dray to toNntooMlttMlwithIn. CorMrad DooumoMS and =-- IMereble hom tMm u bctrlg nee -eery to pod— IM MendNlmulls. conlllolinpp repuksmeMS, the moo drmgelM and/. Duly rpuMmant shell IM withoct change to CoMnetSumore. Inrlo 6u+l1ON'^morn tounµiawa Nwnwebin ut o 1 One theConnectDum"nt Ours dor leoniponcbbur"dlme - b-, whbh shah M oon6miW uM aorraMled at fM alq. hbrkcbn pros -see, twhnqu- d eonlruetbn. munikl -, die 000rdlnmlon d his work weh ep ctMr trod- oM enneator•t rant iM - Ibladory pMOrmanw of Ms work. COPYRIGHT NOTICE oe"ypM OIIWe by eM.rw, Ardalr,de. TM Unhbed pl d I- tc loon rN a1Mr ownedIlneuerodradwproArctbn « ur of SYo Wed P d by s a Arehllods' ponor bWbNew. Content for "Nod repedu -on or uw Melded to entity named Mbw. Signature Date United Reproduction or Use Rights Granted to nature Dole UmkedGranted to: Reproduction or Use Rights r