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HomeMy WebLinkAboutApplication u u Johnson, Sue E From: Sent: To: Cc: Subject: Dobosiewicz, Jon C Wednesday, January 23, 2002 1 :03 PM Johnson, Sue E Lillig, Laurence M; Hahn, Kelli A; Hollibaugh, Mike P Docket Number Assignment - ADLS Amend; Hamilton Crossing III, ATM Kiosk Sue Ellen, I have issued the necessary Docket Number for the Hamilton Crossing ill, A TM Kiosk. It will be the following: 07-02 ADLS Amend $350 Total Fee: $350 Docket No. 07-01 ADLS Amend; Hamilton Crossing ill, ATM Kiosk Petitioner seeks Amendment to the Architectural Design, Lighting, Landscaping & Signage approval to add an ATM Kiosk to an existing office park. The site is located at 12800 North Meridian Street within the Hamilton Crossing office park. The site is zoned B-5/Business and is located within the US Highway 31IMeridian Street Overlay Zone. Filed by John Westergren of Pinnacle Media L.L.C. The petition will be placed on the February 5th Special Studies Committee agenda. We have received the 10 information packets to be mailed out to Commission members with the Special Studies Committee Agenda Please contact Mr. Westergren at 317-925-9500 with this information. Also, please check the database to make sure all Ofth~ion is correctly entered and then return the file to m}: office. Thanks, C ~ ~~~ ,/Jr'ia /o;,}. It::...{<.::l ~,""'. Jon "?;>\'( 1'==1 a.S; -~i I ~ Y?~ J o/;}- 50r' ("\ J' w Gu One Civic Square Carmel, IN 4$:)32 (317) 571-2417 Fax: (317) 571-2426 ~.~ ~ b"::..~~t--.t...,.,~ ~\'1-9' d-'5-e.~(u Phone: Date: Re:~"('n\.~~ ~'S':::b'~lo \\\ CC: f;>.;.''f'r"'-. ~I C>. ~ ~ o Urgent D For- Review D PIease Comment TQ: Fax: From~ ~~ Pages: S- \ ~ dS -a c;L. o Please Reply o Please Recycle ,,- V'--.,."'~ "'.. ~ ~\ s:~ ~- ~ " ~ ~ ~Yer"-L~ J~ s"'" ~~ ~~ ~ t.c.:!~-~ ~ .P= 10 ~~L ~ND ~~~ 1~~ ~~-....-=t . ~ '--~ 1M .;::- l~ ~~ ~ A-~'<::." \ ~ c..~~ ~ \A e.<-;.."""\, ~ ~ . -~~ u u Date DOCKET NO. Application for Architectural Desigu'l Lighting and Signa~e ADLS AMENDMENT Fee $350.00 Name of Project: Hamilton Crossing III ATM Kiosk Address: 12800 N. Meridian St. (Buildinq) Type of Project: ATM Kiosk (Includes Mail and Express Mail Drops) Applicant: Pinnacle Media L.L.C. Phone No. 31 7 -925~9 500 Contact Person: John Westergren Phone No. 317-925-9500 "F-_,. ~\ '7 - q ).. 0;;-- & '"', u Adfu~s: 2451 N. Meridian street. Indianapolis. IN 46208 Legal Description: To be typewritten on a separate sheet Area (in acres) 10.071 acres Zoning B2 Owner of Real Estate: Duke Realty, L.P. Clay Township: Y Annexation: Y or N Carmel: Y Other Approvals Needed: None Parkiu2 No. of Spaces Provided: o No. Spaces Required: o Design Information Type of Building: Ki os k No. of Buildings: Square Footage: 1 6 Height: 9 I - 0" No. of Stories Exterior Materials: ElF'S ? Mptrll Colors: Rpil fRrllwn rlnil rl p..::lr Anodized Panel Maximum No. of Tenants: 0 Type of Uses: ATM & Mai 1 Drops Water by: N/R Sewer by: N/R 1 u u LIGHTING Type of Fixture: HID Downlights Height of Fixture: 8 I -0" No. of Fixtures: 5 Additional Lighting: None * Plans to be submitted showing Footcandle spreads at property lines per the ordinance. SIGNAGE No. of Signs: o Type of Signs: Location( s) : Dimensions of each sign: Square Footage of each sign: Total Heillht of each sim: - - LANDSCAPING * Plans to be submitted showing plant types, sizes, and locations * ** * * ** * *** * **** ***** ** * * ** ** **** ** ***** **** I the undersigned, to the best of my lmowledge and belief, submit the above information as true and correct. Signature of Applicant: r-w:d-<- Title:~ kl-(-~ Date: I ( I~ f 1... John Westerqren (Print) * * * * * * * * * * >I< :~ * * * * * * * * >I< * * * * * * * * * * * * * >I< >(. * * * * * * * * State of Indiana, 55: County of Hami 1 ton Before me the undersigned, a Notary Public for H-"imi 1 t-'-'11 State of Indiana, personally appeared John west~rgren and execution of the foregoing instrument this / 9'111' day of 20012 Ml110'(/i2ll:% EXl1ires: - y r/t? ? /2 I 7 /; Ij)n/J.t~[ ~~"Y FY~lic _ . /J _ .. I/~.~ - - -~. - 2 ~-. ~ -.... ~ --:: '. . '''~.. --..,... ~~ " /- \ W i \ Y EXHIBIT A PAGE 1 OF 1 PARCEL EXHIBIT HAMILTON CROSSING HAMilTON COUNTY, INDIANA /NW COR, SW 1/4 SEC. 26-18-3 ---~- 1--------- I I ~O I ~() I Q& I g Q~ I -' [I) I VJ I 0:: W I z ~~ a:: I 0 u I ~ z ....... I c:( 0 ~~0 < 0 0 I a:::: ~O a: I .~& w ~ :::!: < I Q)' > , (C I a.. ~O ~ I g ...J Q I ra I ~ ~ z I VI Vl 0 ~ I a:: n u ~() ~ <.n I DORSET 8L VO. I-- :J E :d a. I Q-2 ::I: -;l: -c( I I 0 I 0 I 0 N ~() rr:j I 0 0'> I :> QV 0[ i:i I ~ I '0 a: I '- ..c I " ~ I "'j I ~ '0 I c:: ~ I 'S "0 I .,j. - - 0 I I .D :i: ___1 x I " l(SW COR, SW 1/' SEC. 26-18-3 I ----.------ ---~------- ------- WOOLPERT LLP 7140 Waldemar Drive lit.. "'... ~ l.ndianapOliS. Indiana ~ 46268-4192 ,~,!" .,' 317.299.7500 WOOf:P!RT .F?:.J..: 317.291.5805 I o --. 300 >~__r 600 EXHIBIT A PAGE 1 OF 1 CONTRACT No. 57972.01.107 DRAWING FILE: SV\Projeds \56592\ d esc \ exhib -00. dwg NO. DATE REVISIONS DATE 8/07/00 OR. TSE CKD. $H u u" EXHIBIT A PAGE 1 OF 1 A LAND BOUNDARY DESCRIPTION OF BUTLDING 3 HAMILTON CROSSING '~EST HAM1LTON COUNTY, INDIANA NOVEMBER. 14, ] 997 AMENDED AUGUST 20, 1998 A part of the Southwest Quarter of Section 26, Township 18 North. Range 3 East. Hamilton County. Indiana, described as follows: Commencing at the northwest corner of said quarter section; thence North 8g degrees 4:2 minutes 47 seconds East 710.01 feet along the north line of said quarter section; thence South 00 do;::gr~cs 25 minutes 34 seconds East 1,166,50 feet; thence Southerly 116.10 feet along an arc to the 'eft and having a radius: of 600,00 feet and subtended by a long chord having a bearing of South 05 degrees 58 minutc;s 12 seconds East and a length of 115.92 feet to the northeastern corm:r of the cledication of public right-of-way for 126th Street, Instrument number 8826758, as shown the Land Title Survey prepared by Paul 1. Cripe, Inc., for Duke Associa.tes, dated December 17, 1986 and last revised November 8, 19&9; thence along the eastern risht-of.way lim: of said 126th Str'~ct the following two (2) courses (1) Southerly, and Southeasterly 299.23 fet;;t along an arc to thl:: left and having a radius of 600.00 feet and subtcndcd by a long chord having a bearing of South 25 degn:e:::s 47 minutes 59 seconds East and a h::ngth of 29'6, 14 feet~ (2) South 40 degrees 05 minutes 13 seconds East 453.12 feet along said right-of-way line to the southWeSTern comer of a proposed Ingress-Egress Easement shown on the I.l.T.A. Survey prepared by Paul L Cripe, Inc., for Duke Associates, dated August 3J, J989 and last revised November 13, /9&9 and the POINT OF BEGlNNfNG of this description: thence along the south\:astern and eastern lines of said proposed Ingress-Egress Easement the fallowing three (3) courses (1) North 49 degrees 54 minutes 47 seconds East 74.95 feet; (2) Northeasterly and Northerly 29R,72 fee[ along an arc to the left and having a radius of 340.00 feet and subtended by a long chord having a bearinu of North 24 degrees 44 minutes 36 seconds East and a length of 289.20 feer~ (3) North 00 d'~grees 25 minutes 34 sec:ond$ West 199.70 foet to tho south line of the proposcd Building 4 parcel; thence; South 90 dcgrec:s 00 minutl;::s 00 sc;conds East 470.72 fCl,;t along said south line [0 the western right-of~...vay line of US. Highway 3J; (hence South 00 degrecs 03 minutes 57 seconds East 912,72 feet along said western righr-of-way line to the northern right-of-way line of said 126th Street; thence along the northern and northeastem right-of-way line of said 126th Strl;::ct the following three (3) courSes (l) South 89 degrees 54 minutes 47 sl;;conds West 30.04 feet; (2) Wc~terJy, and Northwesterly 523,60 feet al~~g 3!J arc to the righr. 3l}q h~vil1g a lSldius of 600.00 feet. and subtendcd by Ollong chord having a bearing of North 65 degrees 05 minutes 14 seconds West wd a length of 507,15 feet; (3) North 40 degrees 05 minutes 13 seconds West 246.42 feet to th,~ point of beginning and containing 10.071 acres, more or I~s. The bearings in this description arc based upon the north line of the southwest Quart!:':r of Section 26 having a bearing of NordJ 88 degrees 42 minutes 47 seconds East. Subject to all casements,. restrictions and rights-of-way of legal record. 0-. i~ ", d u. "~.... ~,11 EXHIBIT A PAGE. 1 OF 2 \IJNDY\SR VLN\S V\PROJECTS\22820\DESC\bldg3 rev, doc Prepared by Woo/perl LLP 8/20/98 &:20 AM ~a"'" Six pa~ (...J ~ 600 E. 96th Street, Suite 550 ~ ~--J Indianapolis, Indiana 46240 C S 0 T 317.848.7800 F 317.574.1869 www.cso-arch.com :--<-. w' ~. c :..~~tf~i~:~~lftac~irnit1~L :" 1 TO: Carmel-Dept. of Planning & Zoning 1 Civic Square Carmel, IN 46032 DATE: 1/18/02 PROJECT NO: 21528 RE: Hamilton Crossing Kiosk A TIN: Jon Dobosiewizc CONTACT PHONE: 571-2400 WE ARE SENDING YOU: Check for $350.00 Copies of ADLS application Legal Descriptions 11" x 17" Copies of Drawings Drainage Narratives 1 2 2 10 2 THESE ARE TRANSMITTED: o For approval o For your use o As requested o For review and comment o Reviewed as submitted o As noted o Revise and Resubmit o Rejected o Resubmit for approval o Submit for distribution o Return corrected prints o Other: REMARKS: For February 5, 2002 Special Studies Committee Agenda cc: FILE By: Alan R. Tucker, AlA o 1-HR Courier 0 3-HR Courier 0 Fed-Ex 8:30 A.M. Delivery o Fed-Ex Saturday Delivery 0 Fed-Ex 3:00 P.M. Delivery o Fed-Ex 10:30 A.M. Delivery o o Fed-Ex Ground IF ENCLOSURES ARE NOT AS INDICATED, PLEASE NOTIFY US AT ONCE. 01-18-02 City of Carmel-ADLS Application r .. "" ;"\ '"; fJ rl JJ I I F.l II J<~.'" _'~ II I I rI I IJ I I I ~~ ~ rJ'J. o 8 ,......j ~ b1) ~ 8 ,......j rJ'J. rJ'J. o $-j U o o ~ ,---.j 88 cd cq [:j~ u ~ rfJ I 0 \ .~ ~ bJ) ~ .~ rJJ rJJ 0 ~ U 1(..J ~ 0 ~ ~ .~ 8 cd ~ c c Clear Anodized Metal Panel Top Panel Elev = 9' - A" CLEARANCE e' . O. Exterior Insulation Finish System Color to Match Hamilton Crossing III Finish Floor Elev = 0' - 0" South Elevation West Elevation Clear Anodized Metal Panel Top Panel Elev = g' - a" Clear Anodized Metal Panel Top Panel Elev = g' - a" Exterior Insulation Finish System Color to Match Hamilton Crossing III Finish Floor Elev = 0' - 0" Clear Anodized Metal Panel Top Panel Elev = 9' - 0" Exterior Ins ulation Finish System Color to Match Hamilton Crossing III Finish Floor Elev = 0' - 0" North Elevation East Elevation Exterior Insulation Finish System Color to Match Hamilton Crossing III Finish Floor Elev = 0' - 0" Hamilton Crossing Kiosk ~~ eso > ~ Cd ~ ~ ~ bJ) ~ · ,.-.4 t/'J rf..J o ~ U ~ o ~ ,.....-1 .~ 8 ro ~ '\ '" J~~- 1_. --M[Qit.I'l'I~L'f Am-CHElJ SINGLE ALIJLlINtJJ..! DIiIP EOCE lflfollSI-: , /1 -PLY ROO~lt.I\; LlEIoIBRN1t. lO UATC'l METAl. PANEL), 11-;" PlrNOOO SH[~THING " I rl.!F1iIL R~r \' DEC~ ~ R:19f1BERGlJ.SS / BATT INSUIJ,T10H CliAtfL ~ET~~E~:;; ,--\, '"71"-;-L.. (~~ SATIN nNISJ-I.I ,~.. J) r- ~~- [Xl[l<!(lFr 1X WIOOO BL(JC~ING \ ' GRMlE Pl'I'WOOO SIRUC1UIW. i I STEfl I.lEMStF. M(I.IllO>>':[lj-LlOLO~': [XTUf;~~Ig;s~~ -- ' r liItHANICJlLLY A.TT"-CHED SINGlE L -PLY ROOF1N[; Lltt.l~t r 1f PL'l'W(lCJJ SHEATHI~G \ r " _ Rl'l\ FlI~mr.! AO:;~\ /'Ifv..fll~ -v-vr\I'I'I'~' , \ /'\,/'-.,\ii".. /' /7j8"tS(,hMElAL l[ ~I: fl! 'i( ./' ~IN;:;; CHANN~l 1.: '~"""'. , /"'....~: '\'''---U''OE, "E1'" P>JlEL ZD GIWk PL'fflOCO . . '. '., ':": ....." (Cl.D.? SAilN FINISHJ QIDUT TO '.. a' ':' ~I.(ET,I,L PANEL J-UOL!l !\CHIVE: SLOP; '. .... . ~,', -- 8\8".1(;" "Ul.l, CONC:R:;rt TTI<: U:~O~Rr UNl'" BON"tl StN~ DET A IL~ e<rnlll'" '''''"L. nN'IS+i SYSTIJ,I "AL.Itl1~1 '. I I .-1 CRlF------ I.' ," , .<001 SOtlO ---------- /'IiT-'iFi--,---r HDlIO."[I::\/ I:! II 000' Fl<A>I, III I " "'. ..." 1M1HIIANlJI'. HEAD Sl';,ij,.~: ',;:/"_1'_0' ~ PREC);$T lII"TE~S SHllJ.. H..VE fj' {]F EElRll\-G AND ~ R[INfO'lCW WlII-l (\) j 4 ~ IOf' NllJ eOTTOI.i ,/1,20i SCAli; ., 1(.1""'1'-0" jJECH~~Wl~O~~~~~~I~~~ ~ ~~ .J..,. ?LYWmIl ~rA.1'HINC ~I'_"'. ~[f~L RDDe OECK 15E[ sm\JCi,)~~'>"l . AlJJIJINU'-I 'DRIF EDGE 1F'It.l1SH-"~ TO \lATCH "[I'c ''''0., ~:-.: 7'Tr; C.' "-iH> ~ ~ "~B- ,'-~- I~'~F' It! 'l~' .-- 8.~1r~1f" OOtA~NJ>L . - CONr.Rffi: f.lA$O:Nm- 'lr;:~\ ~ "", (GROU1 SOLID) EX1tFI9~II~S~l/~d ---- _~ J ' ........--- DOOR JAAlH #K'rIORS ~ (3) F(R JA!AE ":~:~~~~~"~:C~11 . OCOR ","" j II ,. , ~1,' ' , I<m 'loam IilmLI. JAMB I II=-=-=-=-=ir-=--~~~-i ~~-~-~-ln=-~-~-~-l I ,I IIII IIII IIII I1II I! I : II II II II I : J JL _ JI J _ JL :! I:. :~' I :! II I - .. ,,- - ,n I, II f' I~======='ll ~-,gl--r;.~----~~---:;~~----~~--:: t. =~-I ====~II I ~ 11 II II II I! II II I '" I 11'1 II II II Ii II I, II ~I Ii . /1 ~~ - /r j:f~i ~~)J~1.~O;;B~~~D~~~~~Q~~I:G~ -~ II \1 6" []I" Plfl[ BOlLAAD rPilNiED) II , -6- II -<._~1l 11 '_.~ Ii II 1.1.'.0-)" II . '-,. i, tSOP: 1~'J4ml_" . \I f II "I I I II L c. [)IA IFlPE BOLlARD I L-~-~-~-~-':~-- ",.l-~~JL~ ~~~_J~=_=_=_=_=j~_~_~ ~~_ j:~~_~-=_~_+..~_~_~_!~ 1m .'I..~1) j,.:o, l / ..c' I. ..~,. l .-" ,I '\ ,_c." I ",0' '-TO' l VERIVi' ROUGH DPfNINC.../ W ~11-! SllFPl.IER. 2 PLAN 1\201 ~ .~ ." : s.~ 11/:t_1'_0. ~ j EA. ~INCE I;BI191 NRP ~t.; v ~ 1 EA, LEVER lOCKSn \ STURER~;' . 1 [A.. CLOSER lOH-CLlSH I fA.. ttl~[SHaEl 52(Jot F fA AlJTO 0001( 90TliJLI ): I t 5[] SU\l. us HEw ,1NO JAl,lBS 530 H~R -616 a?5i 68~ lC-i'J 629 ZERO 628 ZrR(] 6~-S IDm 1'-0" A2n1 "C/>lE, 1/2"",1'-0: :1~;01 ~ HI' FlBERGUS'.J ~n INSU. -.... SLOP( 1/S" ".- .,.. " PE" roo' I ( , \ '/ ~'(It.;";'-':;'::-'\~,,--,~\-,<'i\P \;::;'. / ~ iff "~~~~' 25 Got t.lO~L FURRING CHJ.N'lU "- Cfi-W'[llJ(IJ;,L P.eI;H i.lrr~ PN-JEL J-t.!OLD I~" 4'- ... ';!..oPt 1 /5" ~(R FOor ..r. TtJP (lr C.~.lJ. S~'T -- / .." ~ +8 _Q eX B!..ocxm(;-/~/ CllA,DEL U(lAt PA",n, .-/'//r' 1oI[l,p,l PAt.OH rRl~.-/ 7/'S" Z5 GA. I,\rTPL FIJRR1NC (}WI:~ELS ~~~~ p~~ J~zrcl1 J !I or [;(fffiIOR jNSlJLAllDH FINiSH sktrt~ i W OE[P RB\oEIJ.- ~!'~lD-l.e.NICAl.lY AltkCH[tJ SINGLE -~'r" ROOtl~G ~El/8R"N~ ~ +~- PLYWOOD SH[ATJ'lfi~ # / I~ N.U~IN 1.l1~ lJR/l~L SlOP {FIM5i-l / to LlAiCii METAL ,pANEL) St.CPE tiE" / E"mND WH1BRANE OOI\lH ," ~ / /- M[lJ.l ROOF 'O'ECK //.r'- SlRIJ:ruIlAL STEEL ~[l.tBEP.: / ---- 2 x WI;:,OU J;UXltING r CDM:lEl ldtlAl PANEl 20 / i-cLEM 5.1.TI~f ,1\ /- "[lAl PAN" '"" ~~ ~~. ~5 {;P," IJnAl ruRRiNG ........ (,;I-IANNtl ~DETAIL '-CIT"'''"!"lM.'AN[l1O ( 9 \ (CLEAR SA.t1N) \bJ-SC/Il"::: 1 l/2"!"i'-O'" ~ G1~~I1-' U~W6~~!C~f)I. l/r / Of ErTERlOR- t~S1Jl).TIJN rlN!SI-I SYSl[~ " / / fi~lC8"JI5'" W~CREll UASO~RY UNIT ~/ -1-;" OttP R[\;{oI\l SECTION A10! SC~L 1/2'..'<-0" ,-- I / / 1~ '''''''10 ,",ve'/ FlNISH sr;;;1(~ n I ! /--X"DErpIi[\IEJl.L / I IT ELEVATION A2Di SCAll 1/t_1'_u. A1Dl ,- ,lr,1J,N.IJltUtd GRII.VEL STOfl \FjNtiH / TO hD.rCH I,jrrkL PANEL) / I II CIUOl:~ Ll8ol.:. PANEl 1Q ICl.[~=! SATIN) II ;, ~- ~'S ,1N~~2EJ 'SIGN MTI! B~(;K lETTE"S / / ~'S . f':<F'RIClR lNSUlATI{)r.I Fl~ISH. SYSTEM J ': ' coco, TO ">TCH """"",.. ,"OS,,"" 3 ., ;- ;~. DEEP RE\'V.L / W(JITP-R-~ ..... I li;: . nrrmOR IHS.tilA~lGf.I rifflSH SYS1W -<' /T15~~6.~Hj~ C{)NCrt~ ~Ni'fI lJN1i I. - c:o tGROU1 CDRES S{)UD-) r. I ~'N -I L I -11111 !! I ! I II I I ! -lL=J --l-- I- I I --.1_ I -'-_I I I I ,- I I L L 6 11201 SECTION ELEVATION l!t..I"-C: 1.201 'CIJ..L SCAli.:- I/:,;'...l"-C" - ~lLtMIi"lUM r.~V:l STOf' {F1NISH I ro llAKH ""'[TAL PJiNLL) / ~'-.s. :,ln~; cJ~EL M[fAL PM'U 20 (CLEAR ~f\N) , ,-1 ~'[,ATMt1 '" ' / ", ~ (].("''1 .oMJDlltO S;l'>N WrTH Il},CK LETTE"'S l,l,B so, f1,/ 'I lo::f , I -------- CLIAR lHODI~Ill SIGN' wnl-! ElACK l!ffiRS [Z.S ;0. Fl.) msutAT([} f(lI.LOW l.1E1,1.l OQiF - HOLLOW lJETAI. OOOR FRAMt lCROUT SOLID) SEE: HEN) AtlD J,o,iAE 0Ci ML 5 , / r ~~ . EXITR1/J" INSUl..5.TI{lN FINISH SYSlEM _/ / COLOR T(J U.ATUl HMlIl.JOH CROS51tJ~ ~ / r ~ . E~THIIUR II~SUt. I FJNlSH 5'1'STU II II ,I I I ' , I ! I I' I! !! I I I II LUJ~ '9 I i ~ I r ~L /?{"[lEfPRE'\MJ. fl /,-~~" DEEP N[V"'t,)l '~r I ~ I _L Y-u' lL ~ I I ! --'- ELEVATION @ ~E~~~.ION A20, ~CAlE' 1/2'.,'-0' .....J ~ ~ ~ IraIIcn ~~ LSIIII ~ COTDD'lIte otlice 280 Lt:lsi 95th 'Slrlet Suiteo 2(l(1 Im:lic:nccoli~, IndiC'P'IQ 4e:a40 :l1i'J:!4.fl,76-0Q fAX Jl1.574,~g.~7 -... S-cCtll" IJra..,;nae ~~~..:r- =='=--=-~.::..: ...---....""---.. ~....::..~~ .. :.:..":;.:" =:.::---:.. :::.=..~:.."--" ~ 0." 1"'-10"'.'" 1M 102 C1iS ~RT 00 Z <( ....J Cl:.. " ~~< OOcnz 000< _025 ~c::Z 0- >-- I-Z-l ZOW Wl-~ ::;E-ICC <~< <(0 :::I: ~ CJ) o ~ ~ Sh""'It toIOJTTltl.r A201 Proloc \ Number 21528 GENERAL t. THE CE.NEPJ>l CONT'RACTCi<: SHAlL Jol[Vi[W ,IlND C:{lNFlR~ HW [lI:Ir.I[N510"'S ARE GOOROINA"iED at'l"W[rl'l Ml.CHliECTURAL HlD 51RUCTU:RfIl DRAWINGS P~OR TO F/<,8RII:ATlON OR' STARl or C(l}/$"T'nUCnON. 2. THE. GENffi.I.L COllfTRACTQJ;: SI-IALL jJROVtDE !ti LlEJ.,sURES ~rc(SS;\R'( TO P~OTEc:r THE STRUcruRE, i'HE WDRK PERSONS. ,/I;r~o OTH'ER ptoPL[ DURINC COOsrnucT~Ot'. !-I( ~l SL!P!;RVlS~ ~D OII([CI THE: WDR~ AND' BE RESPOJ.lSIBLE roo N.J. COt'1SmlJCllON. ~o STROClURAL "'E.lr.llSffi SliAl.l 8E CUT. NOTCHED ~ OTlfEli~[ REDUCttJ IN S1'RENGTH. ~, TH[ CHIE'R)1. CONlR,&,CIQR SHALl \:.tlOROII\ATt AR{:H1I[CIlJlW, I.IECI-IANfCAL, ~(J (lE-cm:::M ORA-WlN;:;S fOR I<NcHOJiro. nCe(OOffi. ;."lD SUPPORTED- ITEIJS 'M-tIC,.., AITECT TH~ -SiFi'UC.1UAA... DR.e.W1t.lGS MID ~milf'( THE ARCHITECT/[fic;lN;~ or AN,(.lJlSCRfPA'NC~S. 5, ANY SUEWITTAL~ R[r;[~ID B':' C50 mAl 'HA\'; Nor E!EE~ (Hl;:CKtD 8'1' TH~ GC NJ'[I l1:S SUBCON'mACTOR: SH!J.l SE ~ETURNED Wm'ICliT R~EW, 5 All SECTIONS AND, Ct1MLS SHAlL E[ COI>l'STRUf:1l TD 8E TWI~ OR S1wlAR UNLESS -'N'1l1!-!ff;l SrCllON CR DnAll.. IS t.'1TIEO .. wHEN REF"EADICE IS \l~'::: TCt 5PECIAlT1' DESI~N "'iQf;~ TO '[J':: P[RFOlil.l,E[] BY u..' ENGINEER, THE [NCL,,€ER "SHAll BI ~[GiSTERED I'" THE S>>.!E SIAT( ,.;:, TH~ Pli'QJ(Ci DESIGN CRITERIA ~L \1101<\1; SHAU. CONr(Jfi'''' 10 AT LEAST nit: r.ni'<llJllr.l S~AN[JAR[j:S or 'H[ 199, UNlf'DRId BUllDNG CtJDE (llSe) Wlrt1l~E 1'998 SI"'~ or INDIJJ'IA AM[N(W[N1S 2. (l[5IGN Ll;lAtl ~J1.LU[S: ROO:': 1~ PSF" DE./ID lDA.D ~:'i ~~ L1VE ~CAO J. TO. n"rE lltsr (lr THE [NGlNEElrs ltt.lOWLEOG[, THE STRucrufi'~L PL,l,f1S ANLi SPECIFICAtIONS Kt.V'E EITH DE5IGNf'C IN ACGORCJN.:C[ Vim.: THE >>'PlI(;.I8Li: 81.00 COO~ FOU~OA TIONS 1 COUlRACTOR, IN ~iJ~JlINGT1Ql'J wtiH cr.Oi!CHNiOl :FIELD RfPRESlIiT)lTIVE, SH,IJ,Ii DETtFi:M1i'iE Ir AIi1' .uNS11ITABLI COlelTlONS ARE ~SCOV{liO) [}URll'G [XC~VAlION Y,'HlCt1 'll'{)uW Pfi['I[t.JT A.n~lld.lE"T OF mE DESIGN SO-Ii PR[SSUR~ or 2,00.0 psr 1,IQSI.v'm:l;. CONCRETE AND REINFORCING 1 '" C(R'TFTED TE'STING AGENt'!" S-K:J..l eE ttlCMnJ 10 PERFOPI.I INOUSTR'( ST~Dm[J TESllt+~ It.'CLlOl'IG 5LU1;l;> "[[Sf.., AND CVUNDER SRF....1f5 TO EN:;illR( cCI'I'ORI.W1CE WlTIi PLANS ./IND SPEtlFlCATlDN5 -SUBLlIT "EPQRTS 10 C$O C{)NC2~ WORK 51-11J.l CDI1F{lRIJ TO .ACI 301 ; UIo1:si fDIIlClN) SFECFICIiT10HS FOR STFlUCTlJRA.l.. eot-:CRETE FOR 81JIl.DII>iG:i. 3, ALl. COMCRETE SKALl. l-J,lVf., A LlINIJ./Ul.J 2B DAY sm(rlr.Ui AS r-t'lLWHS :t8 D..m~ "'" sm[NGt:-! SLULI? M;C;RrCAiE LOCAT]{)H IPS') '1l1~ (iN) FOUN[}ATIOI'l5 300D PSi 2""-l:!-1" 1-" l /~.. SLAEl-ON-GRAU~ J((JD PSI "1',,)-1" 1-112" 4-, CONCli[T[ ~~x (J(S.IGNS-U61.lmM.S-' I-. OCI-i 1.1:1:< C[SIGN SHJlll !:E lAIltLED 10 INDICAI[ !)-IE m(A. I~ Wl-iICI-I ~:. CONc~m 15 TCl aE" PL.o!rCED (e.g. FCl!NlJ.IlllQt,'~, SI.AB-ml-GRNJL COllfI.lNS, elt,). FJ\IlUi1~ TD 00 SO w..U o.uSt: DELAY mOIOR REJECTON OF SU8J.11TlAlS f'ROPOSro M~ ~'SIr.r. S~l. BE" I'.CCORD>>JC~ W1i., I,I:ITH:DD 1 \)1\ I.!ElH:OD Z OF M:I JOl, ~OOOE- SUpprnmNG llAl~ 1M IJ.B:iJLAR FOR~ FOFl fIlCH S!P~1: P.F:OP-QSUl I,\lX. ( SUElJrr CONCftttt M!X a~5lr,N ro~ EAt\1 PROPO-Sm CLASS. OF r.:(lI~l;Flffi. Pf.BAR SKIlL! CON:FOR~! m ASHJ-61:i c;R.J.OE <iO. WW:,[D WIRE FABRiC SHALL CO:iFWlJ to ASlLl '.1<-15;, I)..D ~lELtro fAllRIC o:~E: ~IESI'I .;- 2" ""I-IERE Sf'l.I::ro VIi(] O~ PlM-lS_' 6 ~L1C[S A~D /lNCHQR~E {l::- RDNFORCING SH"'lL EE: AS rouows LJ~O eN P\..WS ytLvW ""I~ FAl3l<lC 6" NJ. OTH[R 35 DIA (\'1.. IJIN) REI'NFlJRCWOIT IN WAl.LS, fOOTiNGS oINI1 BfA.hl5 SHAH E~_ CONTINtOUS AliI) l..}Jlr:>ED 36 a,oJ=; DlA ~T SP'LIC( UNO. .,001<:: ArfD L~P ~l COOfiER AND tNTmSEL:Ttf"Ki o.\~'S ~. J..T CHANGE::' Il,J O1"[OllJI> tr C(mCRIT wP.u..S AND S1JiIP FOOTlNGS, ~fi:O',1IDE CORNER BARS Ai SAM[ SIZE At.'O :SFAClN~ AS "'lJ~JZOUl~ SAFI'.. 9 lH~ mll{J\VlNu IdIMII,HJM w~CRm CmER S.HoFJ...L 8E PROVI-O'ED rOR REfN'FORCEIo!ENi. lrl!~r COI.![F? CDtlCFlET[ C~l AGMNSl -*l1J FEH~AN[tI1L';" EWPOStD rOo E.lRtH, El CONCRffi [~f'lOSED TCl E~TH ()R II.[AU+EF.: 1;, CtmrnO[ N(Jl El\f'\J'SI:D TO ~TH[R OR Hi CO:iTAC1 I'l~l:-r r.RWNI} 5l..1.E3~, WAl.!.S, JO!S:;. , ., I I " I JI" , (, STRUCTU~AL STEEL A. CEliT1::tE'D rrstlt,'(; AG(1iC'l' Stw.:. BE: rl'mo!.GIO TO PERlORLI IND1.ISTRY Sl~O If.lsptcnm-l5 TO Ei'tSUR: CONf"(jRLlAt-:oCE l/i'l'TH pLNf.i mlJ SPE.CIFlCATIOr-:S, S:JElWl REPORTS T() CSO STEil 'NOR\-:: S.rt-.u.. CDI'.!F{lRI.l TO 'tHE A1SC "SF[CIFICA1IONS' r[JR THE DESIGN, r~lCAllON AND rnEcnoo: OF' STRUCl\.JR)l, STUL e~JlLDrNGS, 9lh WnlON TH.E M.LOWPl3LE smBS O~'5IGN NUlW.L. J STIll Tl,J13I1lG 9-W..L CoorORi.l to ,IST],j ~CO GRADE B lFr"~5lo;.si), 4 W!DE FJ.,NIG[ BEALl SJ.:C1:0NS ~ A'STM A9~2 {F}'1::5(lk~i}, W1DE fl,I.t.'\I~ l;OlUWNS ARE: ASTM ,6,8g2 l~)''''.5IJk.il. ilLL OTHER SIRuC.T1JRM 5'1lIl Stwl E[ ASH'" A;Sf., 5 13RACr Al','{J jJAlNl~l~ All SlW IN ALtl.)l.':UENT UN"iIL (JjlitR pJIRiS OF CO>!STR'IJCDON t(tcr5S,apy FOR ?EfillAA'[Ni suP"PORT ME CGlIIPlSTfll roNTR,i,Cf(JFl S1iNJ.. BE RE'SF()~'SIBLE F(lR INSt..uIl~G TEiJPORARY SM(lIiIl'IG ~ REClJIRED f{IR tHE s1A8lUrr Clr WE S"m:l rnAI.i-E I.JHTk AIJ... STRU:Tl,J1'J.l ELEI.lEMtS HAl/: 13E[N COMF'lETU) AND SU'l..DIl'f[;. IS ENClOSED, 6. AU W"'"r.l.OOIG SKALE. CON.~ORl,l to Tl-E f:ltDuilirnrtm (IF it&: S1.4l1[)1\.QQ eM: rOR 'finDiNG II.' IlIJILDIJOC CUtiSTRiJC1ICJt.I or TH:. MiFRIC>>l \lI[L'DING sOC1(Tl'" W~LOIN~ aE:l:mQors SHfU 3~ ~1DXX-LDW H'I'OOOGi)-.' rOi: SHIELD ..roo l.IET,I.J. MC' WElDING, 7" GROIJT rm COlU~N 8'.5: Fv;tES MID PREs[! '6EAP:ltlG PlATES "Sl-lALL BE N(r'- SHh'INfi:. NON'-!ElAlUC G.fIDlEi, (8COO PSI IJI~) It SUBMrI SlieF ClIiAWINCS INDICAllr~G ,l,j,.L SHOP AND r;\;::CTION DElAllS ltlC~l!On.1G PfIDtllLS, S:~[S, SP.e!li:t. .-.MD lOCAl IONS or STR'JCTUR.\( J,CE-1oIBER5, CONN[CfION AnA.CH-I-'EN"lS, .fp,;iTEf.lrnS, lllA.OS N-l1J. TDL!RilUCES ~ A.I.l VtU'Of[l (:ONNt:CTIOO~ SH!'U eE" 1/~. fillET AU. ~IJU:~O, UNO. A,l.L BOlfE[) CONN[CTIO~S SH6.:.1. eE J/I," OlAllt1!:l AJi~ BOLTS. UNa Hl" AlL SlEll -EXPOSEO 10 \'lEATHER St-iALL BE: HOi ~;Pl"ro GN..WJolIZED {UJW, ON 'P!J,NS 0; IN sP(CIFD110Ns: 1IJ ll[Cmt ZiI'IC RICH !'Flll.lrRS) MASONRY 1. 1r.tAS0I~R'( Cm.!STRIJClrO~ SfW.!. C-O~IF(IR!~ to At.1 REOLJIR[IiENT'S F{lR CONCFGt I\I,,\,SONRY STTi.LJCilIRE'S (ACI aJO-95/~CE: ~-~~/l)"ts 402-95; , SPECIF1GA11DNS ro~ f.t~OI'ffi';' STRlJCTlIRES (Atl 5)O,1-g.5/A$C~ '6-9.5/TI.I5 6D2-S::i) ~IJ (..475, .AS1M CtOl9, AND ~CMA TEi<: 107. MJ.. ~ASON1\V ON Tf-tIS PlilJJrc'l REOlJlh1(S SPECIAL 1i'l'S.PECTION IN ACc::mWANCE, wn;.j. AO 53(1-99 lAElE U,U,,2 .LEVE!. 2 -QlJAUTY ASSUR.a.I'lC["" " CONCRETE ElCC~S 5-~N.l C(J'NFOR'~ TO ASIM (-'-9{1 {I'm ~ 1500 PSI) (HlCC ;PSI ON TH~ Nu AREA) .,.I. !.J{)tH....fl ~HAll COlJPLY WITI-: A..o::'T~ evu, lVPE lot O~ S, (COlolPfit!5M:. STRt'~GTH = 2500 PSI ,I.N~ liBOOP'5I, R~$~EtnV[Ll, SITE TESTEO ~aRTI>R ClJ6ES 5H"ll AGHIE:VE ~ MINIMiJM m~ 131M or THE DE:51GN 'CO~i'RESSI\It STI1'EIiGTH~ BLOCK SHALL NOT Ef ~~51ENED BEfORE G.Olll1NG &L 1dA500~Y CHDSS- WEeS SI:-WJ. SE flJLl'l' e:EOD~D IN ~amAA AROUND CELLS TO Fi: GRoL!TEtI -G. m[ I,IINlltlJ1J c:ONi1NLlOIJS Ui'108~TRUCTEO CEll AREA IN CEU 10 P.ECEI\I~ -GROUT MUST Et: ~OT lESS lrt6J'1 2"~::, I.!()R'TAR rlN$ MlJST EE f<El.JMD f.S tlLOCK F'LACE~lENl PRCCfrnS. ~tORiM DROPPINGS WJSJ 5~ KEPT OUT or CEllS 'WHICH ARE 70 BE" G~CVf[[J" 7, REINFORCE WJill5 WITH LJ.()DE'R TYP( (ASlIJ '-82, f9 GAGE WIRE) RETNmIl:CE.ME~T rC'U~l TO OU"(I-\!l'~ Ir~ I;3W JOINTS AT H;" OC UND. ~rAS\lR([l \lERTlCALlY. PU<CE- PER Llm INsm, l)P AU HO:RIZ()N:IAL JDtI\lT R[II~rOIi(ING .0", "," e WHE<RE S-HOW~~, CEUS ~JF eLOCK ~ASONRV SH:..u. st ~lllEO ~nH CROUl WIT" ~IMMU~ CDMPR[SSM: 5lflt:NCTl-: a~ 2000 PSI AT 28 DAYS. ~O ~IE:El ASTM (~7E GRam SI1,bU BE PROVIDED 6i' CGf'\CR[1E SUPPU[R mol.! THEIR BATCH PLANl WlTi., ~ S-LU:IotP elF '3" Hl 11"" JOE s.rrr LlIX1NG ar Gfi:QUT Sl-J.o6U Nor 6E PERlIiITDl, TESTiNG SI-IALL CONmR~I, m ASTM CHJl'J 9. FRQV1CE KNOCK~O\Ji C;Mll ~T BASE Of tACH F1UED CEll iG mol'! VISUAl. VERIFlCATION 0; CDMFlffi GROUT PE~f:fRAtlON (rcr. P'I)UTiS D~ 5'-0" I"lJi LfSS. Po K"OCK-OUT A-t 6-I.5E'lJr UF"\' WILL f..:iJ! BE" R:EOOIRED) 10 VERTICAL J(;f;lNFORCING. MUST I"I."_~ h tilNIl.!-UI..: CLE~RANCE OF 1/1" TO 1l-l~IO~ fACE:. VERTICf"L BAR LAP ,. 4-5 ~ BAR DI<I#("ifR_ vtRilCAi.. 'R:I~mllC[MrNi IN WAllS SI--lPu. Bt: SECI.Ih(D mfl LATE'R~ 'r SUPPORTEO AGAJHST DI'SPL.ACfIJENl Ai rNT'ERV,.'lLS NQT €XCEEDII~{; ISl BA.R DIAMmR:~ O~ 10 n. 11 GRaLIT PlACEMENT STD~PEO roR (1l HOUr; O? MQR;: SHQuLl).9[ s.YOPPED (iL1!2"') BE-LOW TI-IE. ToP or THE N,A'S(JN!=:l' ul"m TO PROVlO( " Kf't' fOR 5IJBSECUE"'T C';ROlm~IG 12. SEE PLANS "'!oft) SECTIONS fOR All. VERT RE1NrORC'ltlc;_ 1"'(0 vr~tICJ\L R(1~IFDRCIN( SIZl: NjD 5PALIl-:C SIiAl.l e~ ABOVE AND E(LOW ALL W~'~L iJtJ[Ml.:.cS. 13. TEMPO~ARI 8-f<.AClI~G~(J SHO~lNG or WJlll5- 10 PROVI(lE ST"81L1W D\JRI~<: C(}NsmUCTlC~ TO BE T~E R~S~ONSI!lILITY Cof THE CQi"IlIRAcmR I';. IoIA5GNR'f CON~LJCll(lN jJ"rrFiIALS ~D INSPECTIO"'~ Si-I,l.,LL (;{Ii'1Fl)RI~ TO All RmUIRE~ENTS. or ~'S'PEClnCAll1JN5 FOR LlASDNR'f SiRLlCTURE'S (I'>.CI-ASCE 5.."!O.I)" [XCt'Pi A..e:. I.IDDI~lm Eli' TI-l[ ~EaIJlRE!I.4EN1S ('f TilESi: VDC.iJ!.!EN!S. 15, STOPPING A....tD Fl[~I.J"'IN~ 'I't'OR!'.: RACK EACK 1 /2-lmn 1..E~G1H IN EkCH ((]URSt 0.:J: NUT 10OTH. Cl..[N'1 ExPG~E[1 SURHICES of S[1 l.!ASONRY W[1 1J!-:11S L1C}-Hl.v (IF REO'D.I AHD R[;.tO'J~ L(jOS~ MAS UNITS AN[] Io&ORTAR FRIOR T-Q lAYlNG FRESH MASONRY. Hi, REiNrORCE: IoIASOSRY OP[t~ING~ C!=!EATfR T~AN 1'-Q. WIDE. WITH HORIZ JOIN"i R(INFORCD..:ENl PLACED IN (2) I+ORI, JOINT':) APPROXIW,TtLY 8" MJAF(f. LkllnEDIATELY oliEmi[ THE 1I1'.!TEl ANIi 1L1MEDIA!ELY EELOW THE SIll.. IUE~~[J R[I~roRCING p, ~IIil.MUI.I m t-o. BE'\"ON0 JolLIEG {Jr iH[ OPENli'.I:; D:CrPi 1>.1 CDl-lmC'L JOlrfiS 17. 00 ,,"'{IT ..lFPLY uNlf'ORM lOADS TO ~A50NR'1" WJlUS roR (3) DAYS" 18 DO ~DT APPLY CGHCEttrRAlID lOADS TO lol06Sl.1NRY WA!..l.S fOR [71 QAYS 1!l. EXTEND All \fERTIC'.!. WA1.l REIJ,JFOf1C~I.IE~H 'to WI1l11N _:t OF TO~ 0"" WAlL m; i3tJlM uNC,_ W~-t.lINATE All i/:'RTIi:f..L REINfiJ~C1t.1-G WIlH SIANOIoR[l AD HOCt ;" ~I , (>'~~' 1'- ,. ~'~~~~. N..D ,_ ,.1 '1" ~. -~. eMU ,SO'JD GROUiTIl) ----------I-~f~I~~~~~~------i I Q ~2U~~~oTION r-llr~22 GA. GAl-'~, ~fiAL ROOr DECK I (VLU:?Ar'1 1.5~ DR EOUJ'lLl AITIltH m:c;.: U5IMC *- DtJo,. PUODLE \YEW5 :1&/' P<rrERN WI I,) lID m SCREWS S1DELoIP rl\:5iEM'ERS J'_&\~. OJ'~.' I -1.'-10' '",' 1_ FWADr "'E $7 "/;"" ;,.-- ii',7',7' BRC, Pl, I UI'Il[L ~r Ofl N!N; wi (2) '-1-124" [Wi ::iEL 5/5.01 / 'I jI ~i Ii I II~ II ~" L= I I :'\' "~ r'lF""" "1 / 1'8:-1- I L l/BRG. PL +B.-ili~- II I i-~' ~"-.&,. "''''' PLAN 7'-;;' "-lo1X~" C&dL!1 ,11''', Pc / F.- r' J :~I' ./- T~~~~~.;L 'I \_;:. CMLI KNOCK' OUI ~"\ r-- I~_/~r 'Ie ELOCK BOND auw: il: /~~DS':" WI (2) '5 ct:lNl. AT L'h4:Qi ;IRAC!: lOP (jf W.I.U fTWJ I (lIKi:1H/l.T SrtO~N / IN 51'54(1) ""Or!:! 8RACt: To lOP 'SIDE: -:- or aonolol FLJl.NGE Ci I \118:1;10 SEAM::; C!l7Tl.> ]l'-W" (";'- FRAMING PLAN ~ SUE U: - ,'-0' ': I I I __J ;~c ~'. -....:' (i~ VIA P1PC OOllARD l'~rr 1/~D\"1 ."-" /- rTI!3Ii'" f-5'-OW +5'-1" j'-8\;' 1 I '" I;: I@ .11 V, r =.J J_~. =Il ~~ eso -- ~ -- ~~ i.IInd~ Q!Ill!..a.!!ilt...Q.!!E: 28.0 (O~t >951n SuuL 5i.J:-,e 2DO 1I'111il'lnl'lrmlr.;, Imliono -4-6:2J!-:J 317.B48,'78DD F},I\ .117,:SH,09S7 -- SCClO~ 1)'I"II.,jnll~ ...........--.......-- ~~~~ .."............-.-. ~~..r..:..::;-::- ~=r:=.:~-~ :.=..-=-:::...-,..-.-.. Rnilill'OT15 .... II"'~ I 0...... OWl/Oj JCK CRR U') z <t -!I 0... ~ Z ~ ~ c:: u... ---- Z o - I:- <C Ol Z ~ o IUl- C.!' ~=<( (1)(1)% 0(1)<1; _OS ~c:z: 0- > - .....Z-J -OW ffi......:E ~-Jc: <e::::ic:( <(.) ~ .1 ~I ~I '-~r---------------------------; I I : I 1\: I \: . : ~ _ _ _ _ _ _ _ _ _ _._ .L-w~I:-Wmi:-R~r. II-f L__ l . >llOll'OO TO NO'lJAL 'ill ~S(~/~~l)B[)llAR'J REJI"IF, [riP) ~ ~nlll'l!!l N..n\'lb.r 820'1 F"rDiac~ NtJ'IT1lJer 21528 ~ Q @ 54DI c / 1\" PLYWOOD SHEATHING (SEE All!;:'"') I" -1~"~22 (;A_ 1.l[1","- ~OOF D"ECr.. I IIITr!L.CH 'JSI~C 1i\' CLI<., D~O[J.'.L '~'/;\I WELDS" '" O.C. ",,1"fiR N"--- ca,II.' I ~ 2'1: WOOiJ ELOCKIN:: TYP. EDGE DETAIL S-~: i-ljt i:" ,'-u" TYPICJl.: I~JifRstCTION MASONRY WALL REINFORCING "'CAl.[~ I" - I'-u. Q Q .EO eMU ~(;nUl'TED SOOD FUll HEIGHT) [' .: . ~~----'.xl II: ,.,~r,-~.'._:"c--,~.., .::. ,~":""'~~~-~ L . . , . ~ c :'; 11 j SECTION SCff: :'l!~' "" "1'-0' :~~GpL~ $ T/C~,U ~L. ~ ~ =+8-(; GFIDVT TO ErrnOli or BEARlNG Pl E.1J,S {SE: '&R~I{I W,bU FTG 1'1 " 00.' ~'-~' . --------- 6" CUU 9O:-lD 9EAlI: .......... W!lll';OOtl1. . ~fj. (J,jU WALL (SQIID GRCL1Tmj IWA1.l ORIEt.lU-Tltn VARJ(S A.T SlW) ~-1~ VERi. ~[]HF. -"'I 8EmlUG 'SOLE ::'/~" c I"-C' TYP. BEARING DETAIL I, e] @ S401 TYP, EDGE SO.1E: 1-1/2' ~ ','-0" ,,- ~~. PLYWOC(J 5H[A.IHII';(; // 15[l ~I'1CH) / r l}1"tn GA. IJETA.:.. ROOf C[O',. / // ATTACH llSlNG 1;." OIA. pUI:,vLE WELDS AT Ii" O,i:. ~El'ijlimR \/ I I o j - CBwll.5 " ~...... h WOOD BlOCKINC ~.... '- ~- Sl~I.ilE 5H(.A.R PlATE ~ coot<rCiION 'Ill (2) +:. " no=.- ,132!l OOLiS "-1',18.10 DET All ! ~' +i1-D ! J<<J\lND TOP .o.s St10W~ _____ rILL PIPE ECll.l.li:[l SOUIJ _____ WI COIiCR~~ ...-- .c- LIlA. P'lt/( EQLVRl:J // W ~A, 51'. "PlI / ;- PAlJElo4E~ (SE!: SIH:/tr.'ll) / I~_;c.l~ ~ I ....- 1/'2" 'EXP. JT. ~^n ~l .r.FlOUI'lD /- [NCASt IN ca1'l:::RETE /' ~ .:1 I ,,' 0," J PIPE BOLLARD DEl AIL Q SC~[. J/""'.. I'-D" .6- eMU (C~OiJTEIl 'Souo) ___________ ' s.O.(,~..... , \. "r'1~~'c:":;;:~ IJ' :. GRA.U""'I"Ll Jr' " , "'l ".POR B~"(R .1 " . "RIC"rr.;~: ," ld I Q SECTION 'OCJ<.E' 'if' . ,.-~. 1<'~'1 Q SECTION SCALI:: 3!(" - i'-(J' m, AAC'I /~;~~~IISEl '-. / ~ ~.~[? '~;:~~I.~~! t ~~_~. '--- I/?" 'EXP. JNT. NAn WAl.l n/;, ", ~ (4) 45 col{j ,'_1'1" - ! ~OOM ~E (3Ei'Ot..:[;) J,....--"';/ _ MOP. 1I-Ifi[SHClD rSEE ,/lti:CH) 1- i.h.P' AT ,:;t" O.C / CTR D ON J()IN"- I Y / rSo; 81(;11J INSU'.-lTlDN ~I ", l'l " <:ONl. l'- WAlL no 1l I' )'-0- ;;l ~~ eso ~ ~ II'Il;rionI ~- Und~ CGf'OOo,ftiil!' nllLc~ 2B0 E.c~l 9~H-, SUf.ol SLJj,~ 200 Jl'ldinnnooli~. Inoicrlc "'52.o1.(J .317.B-4B.7EOO F.'l):: .In.574,C55J -... ~ ==-.:=5':~~" =--=..:-:~= ""......---...-.. ~-:.:'...~..:.:::-::- .=..-:.':.:~-~ =--,.:~--- ~ Om 1".-1 C_<N DlID71~2 JCK ellR U) -' - <r: I- W o '" ~2:<c (f,)c/)Z O(f,)c( _025 :':loI:C::Z (.)- >- - I-Z...J -OW ZI-~ W....IC:: :2:-c:( <~(.) :::: -l <:( c: => i- o => a:: !- (.f) ~ Sheet ttumtlor 5401 p...oi~.et Nl.ImDl:'r 21528 :J ,---, ~ TACK CDAi =". __. ____'' :1 1'SLlt!FACECmJRSE:{~liE) IIIIl1: :;" BIND~R COvRSr (19' B" STONE: BAS::: (#!i~, ,;rr"'~~i[E"K~-+ ~:;IL;;:.:U!:"""'"I~J1rrJ!f.=ilJ;;:~ COMPACTED & W'i:~t. DRAJNED SU135tJIL ASPHAL T PAVEMENT fill, -~ I-.'f5 SELF LEVEl..lNG -........ ~ -SUllOIi'l(; F'ACE SEAlAN, -', // B'-CKEl' ROD , j'2" PREFORMED ~.' /r WJ\TERcROOF [XPAAI$iON' JT.__.. ~ %j/ / !o!l;:M8R.t.Nl: CONe:. ~l,n.---""""'~'r/ ,..--E"XTEtiD JT. IWATt:RIAl 1/2" PROTEClION- ~ .. 1 f// to BOTTOM Cf Pvt..1l, SOARD ": / EXPANSION JOINT DETAIL ,~s /r~ ~) TO::>LID CONTR:J.~ JIS'l - -E- COl>:c. SLAU w/t tAl(R OF i{B~;:~[. WIN If e;;6-W4.0~\'KO '1,,<<,;, W/ERQIJr.! r1rtlSI-' J\PPUrc AMII SP"'UJNG (CliP""'" \ I \ 1! ..:--..:......_......:.._:...-........;,--.:..........J.....:."-~ .": ",: '.' ..', ',' '\0 . '.. ""-' ::r .~ECp.TE BASE', COURSE If, STOllE ---.. COlJPACTED 5l.iEi(J~ 6" CONCRETE SLAB DETAIL (~ \~.:::I "TS ["51"" I.S~"ALT ~"'"tr;; -\ r-ftIEt-Wt..O:IW4.0 W.WJ. / ~ ' I ' 1" /, .1'" ,.' , J.' I' .......:----:-":"""':""-"-"':""'- ':'"'--. I: ,':. :',;': ~: : !~t.-," STOO' 1f]" ~sSPHAL T /CONCRETE INTERFACE G;y ~;' CON~. CUJ<8 )" WI RC"BED F'NlSH-\1 :2'-0' If.." ~ WEll CQMP.f.CTE.D SUES:Jll TAPERED CURB END DET AIL (05\ "IS ~~ (. GENERAL NOTES 1. ~ DISTURBED A!;;Ek5 OlfiSIDE. OF PROPOSE{) I3lJllD't.:-G PAIflNG DR CURBED AAW TO EE 5~U:EP ""nrR m;ft!:.. GRADING lINlr!:s O1~ERWISi: NO'l1C, lJR'OVlcr POSfi!V;: (iRJolt\lA:GE 1N..4lJ. Ah'E~ IfWI1H[lIJT PCN01Nt. WATE". HIE PA~G CU:HWCTUR SH~U Tt5T ,I,.:.l P,!,vto A.RFAS FlJR BJR~ BATH ClJ'NDlT1Q."lS 81' flOODING U.j[ EnTIRE PA'.lD.!rN1 AREA WITH WAT{R .o.."l[) WVl"KINC ll1E PONDED lREAs, PRIDR mTH~ L~S.TN..LATlON (If TI-E TOPPING COlJR5I:. CQl;;:ft(ClICNS SHAll ill: ~...oc IF J..rCfSSJlJtr. J. THE. CONTAACT()R SH./ILl. \"ERIN ,IU OlIolEriSlClHS AND,ElEVII.TIONS Irl &IE rtWl PRlOP. 10 THE: 51"'fi"1 {IF COt.5iRUWON mE CQNTR,/l,CT(lP, SHALL S:~ R~SP(JNSlllLE roo ,,l,L.L ,nEW Dil.lEi"l5iOfJ5 ,!.NC D..E\lAlIONS DtJRII-lG. THE (NO I,,!: Crn..:S1FrLJCilQN SGHf]u-LI. IF },tol'r' D15CR~p,NaE5 .IRE: ro.UNO IN llIES~'ENOII"([R'ING PlANS OR LA"'lDSCMl[ PlANS ffiDI<4 ACT\,Ifil. rIUJJ:CO/'iIJ'ITIQrG, THE COr-ITRAGTiJR !1WH CONl^tT T1"fEA/E IIoI~ED~TEL":", IF JoNY OlSCREPANCI(S FOUN;) mr lH SIJIlVO f>1J.N OR' ACiUAl FJELD CONOOIDN'S m[ CONTRAClOR 5.1W.l C.ONTACT TH[ ~/~ 11.I1.le:DlAJ[U FORINSTRIJCTI0N"5 4. ~L ~(Jl'JTK.b,crORS el.JT 11m ~Nrrtn iO i~E [XCAvATlNC C'DNJ~OR ~. C~O"S LlUsr 1AK[ PARTlCkllflJ'i CAllI WHrn E)(CA\fa.n~(j. ,Il-( .aND '.&.R'lJUNiI [IISllI1G IJTJUl'r llNF'S 1\t.1r:J ElJIJIFiJENT. moo m~n LOCAJn)NS Oi'" ill r~ F.Jl:ISTlNG UlllmES, "RE THE CQNTl=tACTORS RESPONSISll J; ~;) ~.111~.r EE LOCA"ITUmHrn,8\' IHI: ~(PR(5ENTAlNE. O~ TI-IE lITIun co~rp,,~~ OR B'f "A F-I<.I\f~TE U.'10ERGR{lUN"[l- ulIurr LOCATION CjJl.I?,l,N1' PRIOR 10 TH[ SlAm w [XCA.V,l,TIt.:~, vtRlrr' IJlNl.l.llllJ iXJ\j[f1' REOUI?E:\l8>l15 E/'I THE lffiurr CDNTRACTDR' DR cmmw:loos OR '/iGEi't~IE5 WHICH[vE'R tITlL1iY COMPA,HI'[S ClR jl.';EHCIES I\{'IT' HA:S JlJfiIS\JICl10N :U MJT 10 oust: ru.w.GE. ;.. IT IS J}l~ ClJNlR,!.(T()RS R[5POIi~IBILfT'l' 10 N{tTlF'r ALl THE tmll'T\ (:(lI.jP.ANlE5 I'NO (J(PA.FffijENTS Ti HOuRS BEFCf;,E WfiS!R1.JCTION 15 10 START lU V[RIF't' ANY LI1llm:::~ iHA.l LlM 3~ FIlESE~ 01>1 sm. H.L VERlfJD,TJI]N5, LCOJIONS, SIZES At.I[J orPlHS SHJIl.!.. SE iojAIJ( B'I' THE APOROPRI,loTI: ~.mLITi', 'COI.IPo\Nl[S 00 DEPARiMrNl::. WI-IEN [~CJlVr.llNC. AIlOUI>ID OF! OI.'ER EXl:SlING ut~lI1l.ES', THE c(Jr-ITRIoCTOR I.IUST NOTlN JI-I.r lJTlLITY COIJP>>r.' SO A REPAESEIfTATI\IE o~ THE lHllTI ~ BE FRESENT PUJilNG: Tll~ IXCA~),II{m Tu INSlliIJCT .l.ND 008!iER'oIf DURH1'!; THE [>:CA\iATlON, {; l1i(NO~[S roo All UTILm:ES SHAll Br BACKRUro CO~PU.-m'r 1li'1IH ,l,PffiOl/ED EI.Il:;wWltrl t,RANul)Jl' w..t[Rl,<\.L Slllijl,SU TO niI A./C. S!:E TH APPROPRlAlE DETA.llS lltD sPECflCATIONS reJR T4~ APPROVED Ii.'lTHIIALS TO OfTElNif'lE THE suEtQtIJl[ BEVilTIOO REClJIRED 8-:10W A PROPOSED RtolAL lli"'o\T~Ct.', S([ A~RO?RiATt DOAlL. B H[AV'f CONSTRUCTION AND E01JIPL!~Ni fRiJTK. wAY CI1:EAiE GEJ'IER~ CEl[~(JFrAH[)N or HoE SHAlLlJWt~ 'SOtLS IF ~KCrSS S\JRr~E wATER ~s PRES[NT_ PROFER PRfCAUllOI'lM'ir stEFS tAUST BE lAKEI'I DUh'1"';; lH~ ENTIR[ Cc.wsTI<UCT1CtI'l SCHt:[)IJL[ 1(J AlL[\'iATE SUCH DA~AGL 9 ill CONSTRUCllON h/:1Hrn5 "''1'ei Wrr.l[RIALS MUST CONFQRI.I TC CURRlt.', $To\tIDIIROS ;.NO SP[CIl:ICATJ(lt-:S G!'" n~t ITDffi.'lL. STATi:, COUl'm", ClIT [)R LOtAL REOOIl\'E!,.jEt-ITS. wHICHMR I'IAS- Jl,JRISOICTIOO Hl, E:cJST1N" PAYEl.!Et1Tc SlIJEWAlKS CJJRBS DRrwrW~YS, ELECTlUo.1. l~At;sr(lfn.lERS {t,r(l P'!/'DS, MCf1Es. ~AiNAC[ PIP~S. mo SlRI.l1;:TUfiES, fENCe. tAWI.S, T~Ers, B\JSH[S, M~tBOY,ES, SlGt~S. ~Ofj[R POI.IS [1(" TO R'El.I-.Jt< ~[J ~( PROT~CiED mOLl n....uAG!: Eh' THE: Com~.ACTO;;, ,m DAMAGE" OURING (OOSTRuCllON St'ilti EJE RE'S1ORED, R[CCJ.lSmuClfD (JR ~EPLACrD B'f tI-i[ CONiRO.CTO~ AT ~11S EXPENSe. IJ.1 iWrAAC-E~ SH"ll BE R[SlOI([D OR R'E~[[J 10 AT LE~'ST THEIR ORlG!N~ COtltnlON 0" AS RE.QoIJIR~D (JR (lICl.ltt:o ~T rtDERAL. ~TA.TE.. COUNTI, CIfr ClR LOCAl. .\GENCI::~ " IT 15 TH~ RESf'{ll'~5!El:ILrtr or TtiE CONTRI,CTC~ DR CONTRr,aOP.5 TQ lJEiTAtN JolL fE.()f~, ST"~ DJUNif. Cl'il', CR LOCAl PfRMITS rOR ,l,.f'N ....t~r AlL WORt: REQlJlR[D UNLESS CiHERWl5E t,lmm THE CC~o/TR,e,CTOR' OR CONlf(AClDR$ "RE J<.!":sPONSlSl[ lO PJI'1 FOR Pll REfidl"ED prnwlts 8'l" Qfi OR Jill AGENCIES IJEt,"'jIONm AEO\I'[ iJNLESS OTrtERWl:5~ l-JDTED ~N mE CCNiRACT OR sPtcfICA11{JNS, 1:2. 11 SI-Uil Er[ nil R[SPQI'lSIBluTf i"Ir THE c:omRACiOR iC BEAR A:..L O:?EUS[S TO REL!{f.t, RLLOCATE ~D .oR lJODifY N1 !jTllmcS, PlitVAT[ O~ PUBU[, cl'l OTHER"'I'1ISE. rr FURTHER SH.NJ.. 5=E lli[ RE.5P~5~ElLm OF lH[ GON1?.ACTOR 10 vtRlrY WITH EACIi LfllLITI C~Pj,NY AJ,j(l (jFl Ar.nl1 TO WHO IS RESPOI'IISI8JtlTi' 1C RD,llJ'lT.:, -RELOCA.Tt. lNQ OR IolODtFY SUO'. UTILnr rxt5"lll'l~ OR PROPOS[(l_ IT FURTHER SI-Wl. BE Il-it C{lunw:TO~ RfSPDI'lSIBI~ TO V[Rlry Ie A:-iY rmUfiE UTlLIT!ES A~:[ PL~NN~ AND ~Ow IT w<y UttCT Tt1IS ,PROJECt AND Irs ootJ[R AS 11': THEIR FIJll.H RESFQl'>lSI6111TlES. 13. THE: WrnlACTDP. SAALl 8E RE'3flOO!l3lE TO i'RI]II'IUE okT I~i$ [XPrN~E M.1 AUT:)i'lOBILE mo flEDEST~L6.I~ T1C~IC: c:ourRO~ (j[VJC~S Fl[OOIFtt:D 81' fEDER'M.. STAiC.. CQUNT':'. C-fN OR L(JColo:.. AGrNCIEs.. \-'l. 11 IS nu: REScGNS!8IlITV 0' n-t( CONT"ACTOR H:i n~$P[C.T [AW DAY "'f'Ill) REI.II:)IF- ~l~ I,(UO, [}1f'T. GR"'I/(l .eJ\D LOOSE llATERl"tS TRJlC!<:m, OOMPW. SP'ILlED OR wr~o BLOWN FROl.l THI Sl1E ONi'D nnm; SIE'S, R!(',f-Il N WAYS. puauc c;;; ~i<IV~TE 5TRE~ oR Rw\D5. D1;.wt'i'iAYS, 'I'MtS OR SIOfWALr,,::. TH~ CQ'NTRA.CIlJF/ MusT CtE.Nl' DR PICk U~ DAILY Ir N[CESSJJ~'i". ftil c..."f)'ffRJ,(TOR SHALL. REDll-C:E Ti-lt """BOONE DUST 0URl~C; ll-!'[ HIlIR[ (:tlNSi'RLtC1KlN SCHml.lL WATrR' ~AY St lJ5LD ~ A R(OUCEIC 15:, THE: ut1UtlES INIJDTED ON iKE-S; .pWIS ANrJ ON THE SUR'Vt'r' LiAY N01 a~ II COMfllDI II1VENT(JflY Of AU 1H[ EI\ISll~G lITlLmrS PR;::SEtJT ON M'lO AAOUND IHI':: SilL TH~ LOC'TION AND SIZE OF TH[St: lITIlmE~ LlAY B[ ,lJPPROKIl.tAIT. THt5 INHl~LlA1ION W~ GA1KEREO IJ~ :;;UPfUED U'I (,!lH(R5 AND uSttt lrr Tt-i[ A/E {iO[l l.IA"l' ~Oi e:r ~.('UA:__ iKt: AlE SHAl~ fl(Ji 8E HElD l~ Fer. Am If'lCQRR:::Cl OR I,jlli..mlTlG UTILITY INF'ORlJliTlDN INDl('.J.TW, wPUEIJ (J~ NOT INDlCATE:t} O~l THESE Pl)!l~_ Ii;. IH:;: :r:xC4."nl~C 'COHlS<Ar;TClR o~ ~>>mSCA,oE CO'r-IlRfoClGR SHAlL INSTA:.!.. 'lK fIlilSHW G~,ol;D[ leT 1/:3' 'ElCWw P.I,vEioIEt.;i WHW SHEET VRil,INA(;( \:i PR'ClP05-~ N:RO::'5 lcu.f SEHUJ AREI\ 1i. n IS lt1E R[SPC/NSIBllm' or THE CQNrw.c:11,J<' TO ACOU~It; H~l.IS[LF WflH II-l SOIL CONDm0N5, \ I \ I \ \ J \ \ \ "--'" '- _ ~~__~-:~,:--t )1 'I \~" '1 -\\ '-.. \ \, --'-"'-.., " \" \ "''\ ~~ -.....:. , .~~ ~'" '''" // _/' ~~ ~ I ---- -- --- ---- / E~IS1"I"G CUriE , i~.IX" ...-/1 ~[,. KW' 1- I ""--I t . I I ",}~ -----......_ ~\lAlLABL! 1,/[HI~l!: STACKIN:; LiIIIIT5 [FO'iIt.'flJ'-I.lAllO'-I!)Nll'.1 ";::-~'~', /, \\ if '\ . \, 1\,., I '\ ! 866 \. I \ II ~ I \ ,\ . " \\ ! \ \ I \ / \\ l..../ \\ ! \\ I L".-,!I )\ : ~n /~, I />/ I /~/ ! ..-'/ \\ \ \ \. \ 1ft. ;:;EUOVJ.l 0;:- [X~51IrllG "'SP11AlT P.l.VE\lElIT II1!'JCATm O~ THE PlNl5 SKAll 1NCL~: ALL .e.G~[GA-Tt B/l.5E Ll~itRIPLS. ,/Ifi(hS TO B:: R'EI.IOVm StiAJ.;L BE $.6,1'1 cur CLEm, NfAt AND TI\U~ ro UN[ RELlOV( All. NOI-;-ORGA."liC LI'TEP.~ THAT WO-ULr! ll-oliERF[R[ WITH PROPos2D f'VJ'lI UATERlAL, 'R'EPlA.CE A:J. [>:C~Vb,THJ AREAS TO 6-~ PLAt-nW Wlif-t ~ f.lINILtlj~ OF 6 INCt:(S OF" tJ"PROVED To-?SOIl..c Ig, IU AREJ..5 WllE'f;[ lH~ rX'.~nrt;; PA'iJF.Li:rNi OR PA'w'[~nliS AA[ l}.IJ.I"iJ~lJ LiURlN(; t;:O"smUtiION mOM tlrA.W rOUIPiI![N'L 'FU[l Oil. O!L. ~QLJlE m:., E!'t' TH~ GEf'l;1l1t C.ONTRACT:"iP.. SUBCONTRACTOR, {JR SLf'PlItRS, Sf-lALl :3'~ R'[CONSTRiJctrn T:J. IT'S ORIGli'l~ (}R iL$ RECUlflED rni D:ct~TE1J S'r' rEOERtL, 5T"'TL CCU'NT'(, SID' OR LOCAl AG[NC~ES, TH.S RECV~SlRUCTl(]N MID Of, ~EP...IR ~HJlU T1Jo:E :PtJ.C~ 1.1 Tii~ EI'lD OF lH[ PFroJ::C1 CO~S'TRI.IC\':O~ OR OURlt.'G If-lE SCHEDULED PA'.1N~. 20. All oj' C'ONCR(TE PALJELltt..'TS OR 5.1D'EWAlI'.5 Mf. NC,T to 'EXC[[[) ~ l.I'!'Jl:11.t'JiJ or 3/~. SLOPE PE:R roo:, CONTtl(}L J(JI'lIS S"AlL NOT [XClli 1D'-0" UAIll.IUIol ON C[Nirn, EXPANSION JOlm 5.~U !'lOT O.:CITCI W-D" t.lA.'(I~UM (l1oJ CUnEIl 'UH!.['""L OTHfRWlSE Noi[o OR iNiJlCAT[D ON PLJJ'iS. 21. .i.!.l. DIMnISl:>~IS ARE PARALLt:L .l,Nli PERPW~ClJlA:'l 'm lHE BAS[ llNr~. PROPrRlI' LIN~S N.lD OR EIUILIlNb LlNSS UNL.[SS ar...ER'NlSE N01ED. 2:;>, POOVlD-~ ^ Si.'ODTr1Ii!~snIOtJ r~" N:EWLY PA'w(i:l .-.REJlS TO D]5T1~G A.R% ,!, HECESS/IR'l', 23, !;;'[IWJ;.J" Dc THt ExlSTlNC I~FROve::ld[tm ME ~ NNW {iN Ti-I,E PLL'IS. lH( l/.,l,TIR~S RD!o\l[D FRO~ ThE sm: SIiJol.~ BE: DlSPQSm O!T'S\T~ It-! A PROPER AND l,,(r.Ai I,j~NN[R fltR' FE~[RAL., STArr, COUNTY, my ~N[J (l~ LOC~ LAViS {t.ilJ (JR[.lINANtL ;R TH~ GfNEiU.L .cONlRN:iOR SHiti Ell: RESPO,'-l'SIB1i: TO U[mH ~H(lH:J, .AN (xlSltlt, 1R"R1G~7)(JN SYSTEI.I IS JlRESErfl 0,1,1 ;:lT~ -.NO Wlll-li!': THE PRDPoSD CO:-l5TRUCTlON AAEA. Ir ~ [XI'5TIHG mi'!:G.lo11ll" SYSlEI.l IS i"Rl!lNi AND WILL EE AFT[CT~iJ EY lHE NtW CONST~JCTlCf-l, IT IS THE CONWAClOR'''' R[SPCf'~S!BillT'r' 'Hl fM!lLD'I' N~ IRRIGll.T1ON SUBCONTRAC1DR 10 "E\'IEW TEt [XISTlHG SYSlT!L THt: IPRIGAT1ClN SlJ8ClJt.lTRA.CTOR SI'W.t "COFY Ttj[ n:15TI~C IRRIC.liT!ON Si"S11L1 AS 1~[C(SY,Ti'I' TO A'SSURf IH~ 5YST(i.I,'~ ltliECFlIT':'. INCLlJDING BV1 ~Cl lll.ll'ED 10 1oOIJI1'lG- OR: IJQDIPn."lG "N[J OEtDlNG EXISTING IRfoI~GA.TION H(AO~, VALVE EOX[S, W1Ril<[j OR rn~m ELEI.!t'NTS 'iC FROVl[)E ADEOIJATE IRRI[;ATlDN. OZD \ \ \, \ \\ \\ \ \ \ \\ \ \ \ \ / [XISWlG PARKrllG SffiIPIl.'G {T'T'P~ \( \ \. \ \ \ \ \\ \. \ \ \.\ \ \ \. \ \. , \ \.\.. \ \ \. KEY NOTES o ASPtLl.li P".OI[N'l', 5[[ DETA:L 01/C201 @ o. C:O~CRm:: PAVHI[Nl. SEI [}[lAtl 03/C201 @ .' CIJl'lCRET[ 'P"VH~t)<T. SEE (jflAJL 01 /~:t.02 @ Corl~[ R(TAHiING WRl, SfE [)[Tmi. 04/C2(l2 ~) (," CIJl~B, SEE 'CE1..1l G2/C:t.Cl2 CD PPt: eOLlARD, SII DElA:~ (lJ/C2{J2 @ ~lENo- ~EW CURE! IffIO EXI~rmC @ SJI,'ro'ClJi CD P~J<.I.tAtlrn1 Sm.lll'l{;. SE.:: lJITAlLS [t5&:06/C~02 Q) t:.~JlNSlOl1' JOtN':'. SEE O[lAIL 02/:::201 lRJ T/lPERED EI-:O CURe, ';:[( OCiAll 05/C201 .- [XISTIHi:: CIJRS ~ ~ S,W I IN~'- ~ ""'~1 .~I ~- / ___l~''''~__-'''~__~ -- j I!;!J "' J ~'- RE~DV;: . ~X!?lll>l(;, PAV(N[NT ~o CURBS \IJflHI~ CUN5mUCilON ulJlTS jD.0C,' . 1~J5' , , \ \ \ \ \ \ \ \ \ \. \. \ \ \ \ \ \ \ \ \ \ \ \, \ \ \. \ \ \ \ \, \ \. SITE PLAN , . C2DI SI:'JJ.t: I. =;i;' LEGEND H~V/ ~PHNJ p~YEJ..mn c:rnlCRETE PAYEI.lEIH - -l;!7f- ~ [Xlsmm C(lN1[)UR --m-- .-, '\ "':'~' PR{lPOSED CONtCU!'i Exl$TING TFiEE &. S~!E ~URr Act FlDvl AA R OW [[0/ 1,01,/1,1[:-1 EKIStING E.1..['JATIOIi d PF:ffi'OSED Sf'OT E.LEVAIDN CGN"sr~UCTlQN lllJlT5 ...." '\ \, /, I ,--- @) I .[]2lJ ~/ I ~~~ r f -\ \ , \. \ \. \ \ \ \. \ \. , \ \. \ \ \ \ \ \ \. \. \ \ \\ , \ \\ \ \ \ \ y l ~ /",051{ . :_~___ _____~' n_,._ ..u--r~:--- ? G\\\\\.\\.\\\\\\\\\\~<l : E \\ \\\\\\\\\'i\\\\\\\\J '~ ~ c. ~ f= ~ = .~ ........l...~ ~t--.. ~ ~ B 1fU['\, rlllir~ -;...r;::.::.:r:::~:: H-_r~ KEY PLAN 'SCJ.li; I' ~ 100' ~~ ~~~ eso ~ ~ Iil!:IrIonI ~~ 'LIlnd~ CcraOTllte OU;ce 200 Eost .griln SUEleL :'Llile 200 InIi16n~~'lJ~is. indicng 4(241) ::1\1.24.8.78-00 FAX 317,5,~,Og.57 -- Sl:trClltl IJrawll'ltl! ~-::r;~. - --.. - ....-- -........-~_.. 1IiIIIM.....-..-~..- ~,~itt.I...___."" ....._iII....-_.... ..---..........- - ~~:.........-- tl."llIOI'J$ 0>'. I "~~ I CM,ud D1/ll/02 JJg GS z <( --I 0.. C.!l ~=<( WW::!: OW<( _05 ~g:,:z (.)- >- - l-;Z:-1 -ow Zl-:!: W...JC::: ~-<C <~(.) - .... w ~ U) ~ U) o :x:: ~ 5tHUlt hurrllllD' C201 Prcle-el HumDor 21528 L' ~ "'- T[l.!PORA~'r' S[EDI~C !:lATES: IiOt-l-IRR'ICA.lt"D' rRRIl;j\,1W DQRMAT 5Ernli~C.. WliE.;J DR RYE i OAr> I At'lNUA!. R'i"EG~S I Ii IR~l(jATIGl' NElO"ED OlJRlriG T. HIS PERIO~, TO CON1ROL EROSION "'T TIMES OHoIE,. THAN IN THE SriACrlJ A.R(,,-I:'i. UH MULCH, LA-IE 5UI.IMEFl SEEDI~G D.6.ES JJ"I,,!, E: OOEIiDrD 5- DJa,'r':5 IF '1lJlCl-,. IS ....ClPlIED. u- INCREAS~ SE[oU~C APPLICATION 3~' 50:::.. fiGURE 5-3 rD~PDGAf:I)' S~INC;: KIND Of' ~(~ lOCO SO.IT. ACRE Flt.MAFlI<;; WHEAl OR R'fE :;',5 LEIS. :2 au COVER SE.:ED ',. T<l 1-'1/:2" OUP SPRING CAiS :2_~ l..Es .3 Bu. COVE"I'? StEP TO I OE:[F ANr.u.;L. !i''It;.[;JtA::lS 1 U:l. 40 LaS cov~p. SErD TO I/~ D=-t~ . NOT N::C.ESS,l,R'r' WHE-RE ItJl)LCH IS .a.PPUE.D. SEEDING SCHEDULE ~ \C20:! NT~ ::;UOIN"G p "RATlO~. ^~'lJJ T~ R~~)7H. p'H e 'il"'. ~\II ..w~jJl'U ITY WIU GR f;~~~~t~S~~':HM~~~~~r~~T~~AK~'b~~Att1t'k~hSS SEEDING: 1~~E:1 ^ S~EO ""lUe~ f!.{~~B ON 'e\l"~mp VS~ !)C' IHE ACfirs tsnLJ~TGBRi\_'o\,;~'L.frfl~ ~rtE:t~6~NG Brs INt:; AT..~ FIGURE 5-2 ~ERMANENT ::EED MIXTURE ~. ,c, E :-., ~J? ~ .1'- ~ $ ! -f \e # rIf Jt .t t/ g'y' J J?(.,; ~ if t: :;iPECIES LEVE:.. AI\1D S.LOPI~G, OPEN AR!::AS I.TAU r'H:cur ..35.B ~_5-.t.3 :nAlL rEscu'[: 25.'6 .5.5-8.3 RED C:l..O\o(1( U 3.1<t:N'l'UCkY B:LUe:GFlA5~ 1S 4 ,5,5-7.5 C:R.EtPII1~ RED FUSClJE 15 ..Il STITF 'BANKS AND CLITS 4'~~Jg.fUjLUE"G~~S ~~:~ 5.13-7.5 5.T.t.Ll.. FESC\.J;:: J5.E 5.5-06.3 EJ.l~R.a.LD C:ROWN"VETCH.' 10 25 LAWNS. AND HIG., ~AIN1EN~.:r MilAS 6.~~~~~~1<,:", ~WEf&~GE ~2'~ 5.';-1.5 7PERE~NII<l f<Y"EGR,6,SS 170 4.0 5,0-?5 REV CLOVER .... ftT"l!. ~~scut liD 4.0 ~..;-:,-(u w: ,kacuE:ft~~~D spfcird"'~hJo~8~~ SEEDING INSTRUCTIONS ~ ~ NTS TOOtED CON'ffiOL mOl lie" 'M[-'~, UIN. ~. OE~H A.P~L1E[J ",Nfl 5:;1AU.!r~G COl.!F:'oUND -.... ~~~~tt""\ \. {4" CONe SlA8 W~6'1.f. 10/10 ~r.-r 0 ~.(~6?O~c.-'~~:,' & r;~~~ol I JTS C 'D.-O' O,C. "^" . . --'jo. NOif; CONTF!DL JTS, &: :-:=-.......... :'-1 ElCPANSION JT:. .S;P-A.CING; ~ ~~~J~~~ J~II~~~~NS~~~~ ----")< P-lANS FO::;: ANY vARIATioNS [nHER II'IlDIC'ATW OR II,JPl.I[[;'. .'.. "..-.' .-.. ~.~-~:t=',7""""'-:o.~""'" ....... ................. . ~~~~ :.; .:'::~ ~':';- ~_:,,:=;..,,:~,,: :';;~'~ CONCRETE WALK DETAIL I~ ~ NTS. _ AI;;IPUED ANTi- / S-PAUINU; COMPQUND 1;;_,.' Fl:ADIUS mOL:::O R{JUNIJ. (Ol;,i[ / ('III'; "11'" . '" .' I 6" CONe. CURB DETAIL 'TO ,-'Q,'\ ~V 'r :, /~~~E' ?~~N~I~~D \,.~'g~~C. / &- PAJ'NTELi WI 2 COATS ALlPHAllC ~CJL YUP.ETHA~~E COAT1NG. ICOLOR TO 8E 'yfLLOWj. o , i-- T="SL' "<=IIc--"' ~1h[~. . '~~ .': _-t" WASH 1/ ~I> ~ -J, , .L CONe ':..'I""'''~ .... i:;:;::Ti~li '.'''':'.'':1"-m~ ~EE~ . 30' ~~. ~EJ.Lu)!-" " "'I fOOTlhlG 'f' 6"DIA. BARRIER POST DETAIL (03\ NTS \@ f2' (MAX) CONe. "' v.I'.U< \ 8" -r--=-t ~4 e go, DL -m~rn=r~II_ . '~-II ::::::III==~ i '.~"" . "7',.#J (j; is. o.c. , ~ ~~~I~~~rr;~C~~I~~LL IJ-J ,2" Olt\ '. . ;. WEED ~oU:s 2'-6." RET AINING WALL SECTION r;J;"'. \~ Nl:S ~~ CSO ~ ~L... ~-.... , I.I:nI ~ C Dm-Du!.te Olflcll' 2S0 E.IJ~\ 96tl"l Sire-et Suii'e .200 Inljir;JnIJI"'oIi5, Ifldio;:r,.. i624(J 3!1.6Hlo.7f!Or:: r,r.)', ~17.;.7oI-.OS-57 -... geoae Dr.wln.as ...--.........--~.. :;r- .:::..,==.:.-;::--t'.. --.--....-.. ~-=.~~ ........~-.....-....., ..-"""'l,..___,-=tI ~",:,::..."""'-'" :R8YiStDllS 01;:021 :; I "";;,. t/) -I - <t rr- w C ~ ~~<( ooCf)Z 000<( -05 ~CCZ u- >- ~ l-Z-l -ow ZI-:i l.Ll...JCl: :;-< <:Eo oct ::I: W ll- en !O.W1lIllJlliOc Shnk Number C202 J"q-Giect Numi:ler 21528 L\ I ---------J~- PLANTING NOTES: 1 1I~ CASE or OISC~t.pNIICIE.5 ~m;u:-l THE: PLAN ,\NO THE F'LN-IT UST, fH!: PLA~ S~L OICfA.f[ AI..!... StfRU8 PLANrlN~ ARUIS TO EiE caVERm WI }' L~'f[R 01=" SHF:lECCm HI\RD'NOOO BMTo; loIULCH. Mt.lLH 5HAU.. 5E ~"f~(JVE:D Bi' LJu'fJso.PE "RC\-lTTECI '-.NO SHAIJ_ BE UN'lrOJm ll-.l TEmJRE Al;'[) cQ.(Jfi' o!.N[I SHAlL BE CloB1"AJNE(j FROM SAWMU Gli UJlr.!lI[RING OJ:lERA.!I0N. I'fO \.mllIT lIlUlt"11 OR" PIlOCESSED '8E~ TRIIJl.lII'lCS WiLl 9E AlLOWED. 3. ~ APPROVE!:; PR[-E"'EJ<:COO HERBlCtD-E :S~"LL Z':E: "'~[[J Irj ALL Pl).lfflNG &DS ~,I p, JlAH: SPEClfTOJ IJ'( Wl.HLJF.ACTURER HJR fXH PLAlli 'IARl'T1' ~. 00 sues1l1UI'IIJN'S OF PLAl'IT U~TERJALS WiU. BE A!..l(ll,I,[[l_ IF' PLANTS &.R~ NOT A.~.Ml),tIL!:. TH;; ~OOmACTOR 'Sl-it'IU NOTlt'r tMJDSCJ.PE MID-lIl[Cl PRIDR fO BID IN WRITII'lG. W Pu.NTS StW..l 8~ f~SPECTID A~\: Tr,CoG'[D W11H pR-OJrC1 I.D. AT NUJQ[I?'!' OR C~iR",.:rCRS OPrR,l,TIDt'IS ~RIOIl 10 1,i'0'f~.Q TO ~OE sm. f1LAIHS IIIA.'!' l:[ INSP"ECrED M'D A~D DR REJECTED 0011 TH[ J03 '511[ 8Y L>>I1Y",cAPE An(H!TEn s. ,&a PUNTS SI-IPU IlED OR E:C:CEEP ,l,LfEfiK:'''~ 5rAl'IDA.":~S HlR NlJRSff?'!' 51QC1Z. 1 gSE illTlON, ~ -:;[1' F'(J~iH B'I AM[Ri-tAN .e.5SDO~1101'l OF i'lLlRSER'I"Et-; 6- PI"ANTS.ANU I>U OTHE'R ~~TEHIAt.5 TO BE STO~E.D ON sill MLl S~ plACt:D WH~",: THrI. Will NCrf COo~Wtl wi CON51TmC110N -oPERATlCf,lS AriD AS OIRECTtD B'1' l.J,NDsa.PE ARCt-lIT!tl. I c ----, (~" -, I I I v -_!- - - - - ~ - - -- - -- - -- - - - -- -- i \ i" ,\ \i \, ~, ~ '-.~ '-> ~'-. .........------=--- 7. m lAN05C~PE p-wmm;::; SHAlL OE G:lWlANErn rOR ]I, PERiOD 0;- ONE YEAR F0110Wl~;; 'FINN- 1f'l5"PECTIClN flY LANDSCAPE .-.RCHIT:Ci. r..i ll-;r nm D~ Ti-lI"S PrPJClJ, Pl~f.lr IJAiERIAL TrRME:D DOO OR IJNSATlSF~OR'i 8"r' LAtmSCAP[ AA"CHITEcr s:-IAll. B{ RE"PLACED A'1 t>i.a AOOOIOOA!. CH,IlI,C~ B'r' IHt !JJIDSCIPE CDHTRACfOR 8 :ltill~OSS TO B'E uSED (}M t1ROJECT SH/IlL Er DO~fESTIG OR Il.iP/JR1!"[J UAT[RI~, O!UCULA.U: 3RO'N1'l IN COLOR ,I.J.o'L) CCWPCSW or P.e.imALU D~Cct.lf'lQS[D yt{;"",Bl~ IMrrRIAL prA.T I.!QS:S YO I3r ~ILDL'r' lIQQIC 11\1 GHARACTfR ;.NO Siil'Ll B~ ~PPROvro 6'l' lANDSCM'E A1i<:}-ITE~T 9. ~l IJoNDSC.e.f[: pLft,~mNGS IC Et MAIN'lAlNED 8~ CONTRACTOR fOR 60 iJA'l'S fOl.1CWIt.'G FlN~~ INSPECl~ BY ~DSCAPE MC~n[c.:T. MAltnOIAHCE Ie INCLUDE Wr..TrnII\G, WEml'l~, ClJlTIV/I,TINC, IJlJ:LCHjNG. IlOWlNG At.:ri Ill.i OlHE'R NITESSAAY OPrRAtlOlB F'.[CLlIRED FOFi PROPER' E'ST~LJ5HfJHIT OF PlJJoJ1INCS. iQ-. 8JlCKrILl ro~ ~UB ~rllll'.te: SHLLl B[ 7S-::: .IlPPROW) lO'PSO'L ,!.,ND 25':; WPR(lV[O PEAT 1d0SS. TOe lA'rtR or ElACKrlU SH;.Lt BE 10D~ EI<ISlIt>:G '1"lIPSO~L, A ~-1ll-5 ANAt~S ~O'iIr Fl'E.!.EAS::: FERTlLrzE~ SHIIl.~ Ii: II\CORPmAI[D tliW 8).1;~- fill AT APflR(lI,lED i<Arr~. ,~ ( C,-.. ~.: \--..16'- ,~ , , t O....j, ~ LEGEND: ,...--~ I < ) \.~. ~ '1' r---, 'h--c'J (:;:1' ):~>: I I <:::.::-::::::.>-- II .~--...::..-.. -------- Q ~N~~GAPE EX1S1i~lG TREE TO REMAIN PROPOSED EVERGRnN 'rHE:E: SEE: DETAIL 02/C:401 TRE'~ PROiECTtON ~ENCE 5EE DE:'7"AIL 01/C401 "'-<:J KEY NOTES: CD PROPOSETl EVE'flGREfN TR:::[ 'Sc-r DETAil 02/C40, Q) TREE PROTECTlmJ FHICE SEE DETAIL 01/::401 ?- /" ~""-- ~61THU_l -I I 'j I ~ I L- I T I (~" ~\_ 0 ) " '--'...1. 13DT.ANlGA.L NAM::: PLANTING SCHEDULE CQI,cI..4QN "'AMi: B &. E::. 24'. O.C. I EVERGREEN SHRUB~ THiJ-l I 7HUJli. m::CI[)EiIl'T....US .TECHNY. I '\ '-----EY..ISTING SU8S0lL OR C(]MPACTEIJ FW:KFII"L N7S TREE PLANTING DETAIL /O-:j \C4~j '---.-- PLAN N 6 /1' (lJo.UPEDJ I I<[MO'I( l;jINLJINl.: ~ NOTE:::, MISSION ARBOR'.~l....E E>:ISll~C- G~AOE:S WIHilN DRiP LINE TU ~I::UAIf'f UNCHANGt:D, ---............___..... nR?~ lIN( PRDTECT1',1[ FE~c.:INC: SHJa.LL BE 5tNrRl'-~ECURA ~Fm rENC~~G .s MANUfAtluR[[l 8'1' 'l'El'lAx PR::>n::11\!E FEIiCII,G 1:) B::: 4' HIGH, HDPE WIIH A [JIAMOt>lD SI-IA.PEL' MES"t COlOR 10 I3E OJl.A"lGE. ----;, \ \ \ TREE PROTECTION DETAIL ,~ \~~ "''T~ ~ ~ InIlorillnI ~~ land ~ C.orDont.u OHiee 280 [o:sl '96~h SVl"l"l S'uiif; 20Cl I,.,rjinnl'll'lnli~, InDi~l'!~ 4ifi240 317.MS.7EOD F)."I. 317.!174.095-7 -"" :SCODit t)nwlm:s. ........':-=i:..~~..... =--..:-.-...:.'~~io' --....--...... ..::.=:=..~ ::,;=:--iil.._IIl.. .:.:..~~~...-::' ::'='''1'i::~'''-''''''- ~ 0.,. 1""_1 c..."'" D111O/02 JJB GS z ~ ..J 0... CJ ~2;< (I)(I):Z: O(l).,q: -OE ::U::C::Z (.)- >- - .....Z..J -ow ffi~:::i :::!E...JCl:: .,q::\i< <t.:> ::1:' I1..!..J Cl. <C U en C! z ~ --!I ~ SnfU! l Nll'mDe-r C401 Pro-tIIct Numbllr 21528 c c ~~"~.~~~ ~. . . ~ ~.9Z~-~:_ ~b ~=~ ~11!~'il~'i!1 KIOSK Q ~~OU!.~ Jl"jiiil:, 1I!!!i !: ~ i, i.. ~ H H li; I I II! ~ I II,' 1111 = ..j,<t :1."1" Q.~ Q.~ ,)..:. LIGHTING ElEV A TION ------- 1,: ii ;~ j ~ I' II U :\ \ \, Ci ',', ',_....., ....,'::....... -:~::-:.~~::: .~<::.:--::==::.'"-... c.- - // (f I, ,! :1 I: , \\ '. \ \\ \.\ \.\ li I' i! ~ j i: Ii Ii II Ii I, ~. ,,..-.,.--.. tj l.J tJ \'~~,' ., \'1 \\, " \ / ~/ L'~lir; " ~.?;~~;./ " ",\ PIC1\.lFE I-I 'f,' IJTHONIA C'OTHAN jAHI I'~ IJ 1AR lI!HOl'4lA lfl.'fAC 70t.! .,--- \ " \\ t\\.. ...." -'" f'-.:'c........ LIGHT M/tNUF .e.cruREA: ------" .:.,.,r::lA6~:: \;E'-!:C~r. S';~!':I\~.~~ W.llG IFI'Ji'l ll,FO:::ItATKl';.. j],'L"i,i FIXTURE I N<J. C~ I' LAAlFl' TrPE IJJ.tPS " \ " !j i ~ oj , - rxI~lm~ :.l:F.~; I,..i. " 0,\ 0.1 CU 0,1 c-~ ~.Ra~.o:mi' ~:E O_J roOT CANDlE ::;'OI'iTOOR~ i],L 0.1 02 0;:> ----- ---- Q.l 0.0\. 0.4 O,'j 0.':5 0".5 0,6 " ( 0,[ 0:9 L ~ l:l--lI~ -"!~ Il_~ 7 ~.'~~ [J,l III i O.i -\, ...-e..... '.U,l ~-,I 0.1 O,L 0.2 D,L 0.1 0.' 0.1 '.1 0,[ 1.1I CI,l !)J 0,\ __ ~~ --WALl..~1l~ i. WE 'EI' --i~~ i' I' . (]J l! , ' l 0,1 l i L.e 1.9-., 2,0 ~.2 ~,2 I,] " " ~ c;~. ~iO~;;:'~;5':: :.: :: l~ ~~:; ~,J 0,1 '~~ -n-- - ':UR['. 01 ----.._--:.::::.::-.':..._~ ~--~-:.::._--- ~j~~~'-:;'1'";:'~~~'~'t:~:1 r 4,iJ '5.0 ;>.4 ~.~ 5.1 5A. '5.3 ~.l ~.. '5.2' I C,B" Q,E, -C.? 0,,1 O.G 0." a.S Q,6 C.? Q,l CJ;.1. "j,l '"ijM],:A.I,~,,'{),lr.J'\1::..;;l,t!i1 a'}.l CL~i.:<: (J-L ',//OO~;''':J'"ll;'; L'.'''"''' ,,- ~c..,r CJ.NOL~ lrv:::!... ON ~11(]l.JNlJ _./ 0.1 ,ri:;::;:;rr,..;::; P;'~:JIlr. :;n:n\'lli;:' i~T1'r; " \. \. \ \ \ \ \ \ \ \ " 8 ~~TE" ,~IGHTING N o PLAN ?(]W M.H. ED-D SCHEDULE VOLTS I MOUt.lTI:-IG; I I RrC[ss ctlLlNG ~~H~: :&;igg: O~~~~~iOffl~~,.iP~~Al BAlJ.AST. UL [)N,IC ~Co,TIOt-j USTrD. I ,U^fA<;. W>u OESC;Rr?IION ,(]w '.tli EI'l-17 IW,I.lJ, PACK STYl~ FIXIIJIi( 'MTH: GICl.ST ALU"':It.lUilJ BACH AND INTERN~I' FAI~n:C. MOLCED potYORe(l~ATI: fRONT, WWIO: TO BE ~ED:l-IU a;l;OIfZE. fl){JlJRE fa HA...E INTER~:.t 8.AJ..U.5T. UL WET LOC'r.TlO~1 I.J5TtD. 16.2 ISA 17..3 16._3 15.01 [7.2 L6.1 D.' ,., E~iTLJlVtl :~I'~.: " , , , \ \" rKIOSK i.~ Ii ~'--rt~~':~'<::;;,:;~~:,...:\'\:~ ii E G',:' :~:~~;;~:::~~~~:! /':,::/J<;:;;')~),;;: ;'=r -', ~"r !i~ =' ~ i i.- :=} ; I ~ L~-.:':';::~ .:'::'; :.:>~~ ,:':_:::: ~~~-~~':,:~:~ :~-.~::::'; [ ...,.111.,_;;..__. . -- ~ .;'-,\".,'- .\\\,-.-\\,.,.:,,":,",:-:--~' ..;.;~,.~.r ~";';:l:~L~~;r:W-2::~t-'-1;, KEY PLAN :.i.CAlE;. ;' " IIJO' ~~ CSO Arohileclurn . Engineering Interiors Lano.saapa An::l1iteciuro Land Survaying COfDOrEIIle OUlcol 280 East 961/'\ Sll'ftltt SlJite 200 inciionilMIIS; lnt1iOMO -4-~24-0 J D .B~IUBOO FAX l17.57~.09~' St;UDlI Dta'Winau '...... "',......."0-.:01..." ......0,11 ,,_ ~ ~._ "'0- ~ '.._ oj "''''',...............~ ~'.L...._.......,..-~~"... ..~......,...""..._......"_,"'..' .<.u....."'_'__.,.A....."~........., 1"',.......,...""'''''''~...:,'''_~ ..",ntw..,.....,........,,","..<ft>,,__. -, ,.--.. ''''' --....- :. =~~ r:t;~:::l7::~~ RlllllielctlG Do'. ,..._ 01118/D2 58 C I Ic......~ JY/I; z cC ..!l a.. C8 :z - .... :r: CJ :::i w Il- -- en ~ o o 52 (.!:J z<( .~ Ci) Z Cf.)cn<( 00- :=::c:Q C,,)~ > ~ I-Z...J -ow ZI-::.':lE w, a: :!!:::::!<( <~(.) :c " ~ S~.t "u:m~f" E101 F.ruler;;:l /'tUmDBf 21528 ~. . ''& U. TM.. , .n,.__'_ -'. ~., . .-I~.' 'Z;.W'. ..7A....-...N... '-r:;.' ... . ..- '.. '. ...~I'Y_8.rr.;tl. , ..,. . .... ..' .' ,. ..,., . ..~_~, _--,_.'~'''WJ.!:~'_''- .<. ,'.,.-,'-,."".,. -- FEATURES HOUSING - Rear housing is rugged, corrosion-resistant, die-cast aluminum. Front cover is one-piece UV-resistant injection molded polycarbonate, Inter- nally painted. Captive external hardware is specially treated for corrosion resistance and includes slotted hex-head and tamperproof fasteners. BALLAST - Ballast is high reactance, high power factor, copper wound and 100% factory tested. UL listed. Components are heat-sinked directly to the cast housing for maximum heat dissipation (For 50 hertz availability, consult factory.l OPTICS - One-piece die-formed reflector is diffused aluminum Refractor is dear polycarbonate, providing IES cutoff distribution and maximum lateral light output. Front cover is sealed and gasketed to inhibit the entrance of outside contaminants. INSTALLATION - Mount to any vertical surface orto a 4" round squa re outlet box. Back access through gasketed slot Top wiring access through 1/2" threaded conduit entry. (Through-Wiring requires us of a condUit tee). Photocells are field-Insta liable. SOCKET - Porcelain, horizontally oriented medium-base socket with copper alloy, nickel-plated sc rew shell and center contact UL listed 660W, 600V and 4kV pulse rated LAMP- Medium-base lamp included with fixture. LISTING - UL listed for wet locations. IP65 listed Listed and labeled to comply with Canadian and Mexican Standards (see options). Catalog V' Notes ITYPB Cutoff Mini-Wall Paks TWAC METAL HALIDE 50W, 70W, 100W Height: Width: o e pth: Weight: 10" (25.4cm) 11-1/2" (29.2cm, 8-15/16" (22.7cm] 10 Ibs. (4.53kg, ORDERING INFORMATION Example: TWAC 50M 120 LPI Cnoose the boldface catalog nomenr.latlHE tnat best suits VDur needs and write it on the appropriate line. Order accessories .as separate catalDQ numbers (shipped separatelyf. TWAC ~ TWAC Shipped installe. in li,tufU SF Single fuse (120,277. 347VI2 D F Double fuse (208, 240Vj2 XHP High power lactor ballast EC Emerg ency circuitS,4 QRS Quartz restrike system3,4 CR Corrosion-resistant finish [rear housing only) CRT CorrosiDn-resistant teflon finish I rear hOlJsing~5 CSA Listed and labeled to comply with Canadian Standards N OM Listed and labeled to comply with Mexican Standards (Gonsult factory) PE Photocell L/LP Less lamp b",e LPI I Lamp lPI Lamp included as standard I VDI~age I 120 208' 240' 277 347 TB1 NOTES 1 Optional multi-tap ball~st I 120/20B/2401277V;1ZDI277; 347V for Canadal. Not ~vailabl. with multi-tap ballasl. Lamp not included. Quartz lamp wanaQo not 10 exc~ed ,allast wa1t~ge rating. Black iinish on housing only. Consulllactory for availability in CaMda. Options II Arohiteotural Colors loptio.all DNA Natural aluminum DBL Black OMB Medium bronze OWH White Accessories RK1 PEB1 RKl PEB1 CSA RK1 PEB2 RI(l PEB3 CSA TWAWG Order as separate catalog number Photocell kit {120V only) Photocell kit \120V only) Photoelectric control kit (208.240 or 277VI Photoelectric control kit 1347VI Wireguard OUTDOOR TWAC M1 TWAC Metal Halide Wall-~k TWAC 50M Test No. LTL8360 COEFFICIENT OF UTILIZATION 2 ...:::' .{, ty [J r-.t'-... C:::/ J '\ ~ 2.5 .5 .25 , 50W Metal Halide lamp, 8500 rated lumens. Footcandle values based on 20' mounting height, Distribution, cutoff. 62 ~ '" 5 "" w '" "" % ,., 25 z '" I e .5 "" ~ .25 <> <.r. i= 5 ;0; W <...0 4 z '"'" v; ;S TWAC 10M T~st ND. LTL8338 61 u TWAC 100M Test No LTL8359 COEFfiCIENT OF UTILIZATION I 3 J ~ ""' ...- ....... l"-l-.. :::-. 'j '\ - J 3 70W Metal Halide lamp, 5200 rated lumens. Fooicandle valuBsbased 011 20' mou~ting height, Distribution, cutoff .0 COEfFICIENT OF UTILIZATION .2 3 .4 .5 .62 co u:; '" " ] ~ ~ <> "" 15 "" '-" 1 ~ :;;; E "" 1 ~ <> '= ([ G ~ .1 z '" z 1 co , ~ .., '" 4 ~ u; o ;0; w u ~ 2S o t 2 3 lOOW Melal Halide lamp. 8500 fated lumens. Footcandle values based on 20' mou~ting heigh~ Distributio~ , cutoff. Mounting Height Correction Factor (Multiply the fc level by the correction factorl 6' B' 10' 8 It. ~ 6.25 8 ft. ~ 6.25 10 ft.= 4.00 10 ft.= 4.00 12 ft.= 2.78 12 ft.= 2.78 12 ft.= 2.78 TWACM1 ~ 2000 Lithoni. Lighting, Rev. 11/00 TWACM1.p65 'LJ LJ'THOAfJ'A LfGHTfNG OUTDOOR LIGHTING ONE LlTHONIA WAY, CONYERS, GEORGIA 300'2, TELEPHONE 770-922-9000, FAX nO-91e-i209 www.lIlhonla.com . IN C~NADA: '100 50TH AVE., lACHINE. QUEBEC HST 2V3 -- FEATURES v OPTICAL SYSTEM Reflector - Self-flanged. specular clear or semi-diffuse reflector. Baffle/cone - Specular clear upper reflector. Micro- groove baffle with white painted flange or specular black cone with flange that matches cone finish HOUSING 16-gauge galvanized steel mounting/plaster frame with friction support springs to retain optical system. Maxi- mum 7/8" ceiling thickness. Expandable, self-locking mounting bars provide horizon- tal and vertical adjustment. Galvanized steel junction box with bottom-hinged access covers and spring latch. Two combination 1/2"-3/4" knockouts and four 1/2" knockouts for straight-through conduit runs. Capacity: B (4 in. 4 out) No. 12 AWG con- ductors rated for 75'C. ELECTRICAL SYSTEM Die-cast aluminum socket housing designed for effec- tive heat dissipation. Medium base porcelain socket with nickel-plated screw shell. Extended porcelain socket for "open fixture" metal halide lamp. Prewired. encased-and-potted. 120/277V or 120/347V bal- last tray module. Module can be attached before or after mounting of mounting/plaster frame. . Thermally-activated insulation detector. LISTING Fixtures are UL listed for thru-branch wiring. recessed mounting and damp locations. Listed and labeled to com- ply with Canadian Standards (see Options), Catalog Number U Type A .1 ~-- " ~~~ '\ :.'~ '" ~(!)I' ::l -~_'" -""~ I -.. -5~' ~-,ti1~ ~ HID Downlights 711 AHZ Open Reflector Low Profile MH or HPS Lamp 8- 518 (21.9) i~=~' ~--, si 17. - ~.-\ I I iiJ,!,=-, .1_. )\ ~"'- ",~."", .-, . I \-- ,,' '".~_.~ :j :;'\ . i' ~"<'~ l...-.,..~. '''1' c~ Aperture: Ceiling opening: Overlap trim: 7-1/2119,11 8-1/8 (20.61 8-3/4 ~22.2) r~r---- I~ - '" 3= r' ~ (ll<~ ! cL J;'~'>'"' . "T::IH , i ~~i'- I 'ii ffi i~'~1 r.~..:'.. O'Er ' <Or' ,~ is.'~ __~ ~ I,~ ,."'~ . "'7 - - -19.112(495) ~ ENERGY LER.DOH Annual Lamps Lamp Ballast Input Energy Cost lumens Factor Watts 43 $556 100 MHC 8700 1.00 125 All dimensions are inches (centimeters). Calculate~ In accordance with NEMA standard LE.5. 17-314 (451) ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write it on the appropri- ate line, Order accessories as separate catalog numbers Ishipped separately). AHZ ~ AHZ 70M [ Wattage/Lamp Metal Halide 50M MP50lC/UlMED 70M MP70IC/U/MED 100M MP100ICfU/MED Color,Corrected Metal Halide' 70MHC MPC70lCIMED 100MHC MPC100lCIMED High Pressure Sodium 50S LU501DIM ED 70S LU701DIMED Reflector Type 7AR Clear 7PR Pewter 7WTR Wheat 7UBR Umber 7GR' Gold 7CR' Champagne Gold 7MB' Black Baffle JBC' Black Cone NOTES 1 Ceramic arc tube consistent-color lamp, Phiiips MasterColor or GE ConstanlColor. Not recommended for use with metal helide lemps: consult factory, Not available with onishes. For compatible Reloc systems. refer to options and accessories tab. Example: AHZ 100M JAR 120 Options WLP With lamp (shipped separately). TRW White painted flange (standard wltr, JMB) LRC' Provides compatibility witl1 Lithonia Reloc System. Lithonla Reloc System can be Installed less this option with connectors provided by others. Access above ceiling required. SF Single fuse CSA Listed and labeled to comply with Canadian Standards. I I Voltage I 120 271 347 Finish (1Jlankl Specular LD Semi-diffuse Accessvries Or~er as separate catalog num'oer" SC1 Sloped ceiling adaptor. Degree of slope must be specified (100, 150.200,250,300). Ex SC710D. CTA7 Ceiling thickness adaptor (extends mounting frame to accommodate ceiling thicknesS up to 2") - ,~ L/THDN/A L/GHT.fNG DOWNLlGHTING & TRACK LIGHTING 116.AHZ7 711 AHZ Open Reflector U U Distribution curve Distribution data Outputllata Coefficient of utilization Illuminance Data at 30" Above Floor1or a Single luminaire AHZ 70MHC 7AR, (1) MPC70/C/U/MED lamp, 5BOO rated lumens, 1,1 s/mh, test no, L TLB068 Zone Lumens %Iamp pr 20% 50% 10"10 FromO. cp, Lumens pc BO% '10% 50% beam angle 58T beam angle '19,8" 0" 3042 0 0'-30' 2316 39,9 pw 50% 30% 50% 30% 50% 30% Initiallc Fc at Ie at 5' 3031 289 O. _40' 3210 55,3 1 65 63 63 62 61 60 Mount at beam Beam beam Beam beam 15' 3005 841 D. -60' 3384 58.3 2 60 58 59 57 57 55 heiqht center diameter edqe diameter edqe 25' 2604 1185 0"-90' 3387 58.4 3 56 53 55 52 54 51 350 1474 894 90' -1 BO' 0 0,0 4 52 49 51 48 50 48 B' 100,6 6,2' 50.3 g,t 10.1 45' 141 163 o"-lBO" 3387 58.4 . 5 49 45 48 45 47 44 10' 541 8,4' 27.0 12.5' 5.4 55" 11 11 *Elficiency 6 46 42 45 42 44 41 12' 337 10.7' 16.9 15.9' 3.4 65' 2 2 7 43 39 42 39 42 38 14 23.0 12.9' 11.5 19.2' 2.3 75" 0 0 8 40 36 40 36 39 36 16' 16.7 15.2' 8.3 22.6' 1.7 85' 0 0 9 3B 34 37 34 37 34 90. 0 0 10 35 32 35 32 35 32 AHZ lOOMHC JAR. (1) MPC100/CIU/MED lamp, B700 rated lumens, 1,1 slmh" test no. L TLB070 pi 20% 50% 10% FromO' ep, Lumens Zone Lumens %Iamp pc 80% 70% 50% beam angle 59.3' beam angle 79,S' 0" -3D" 3705 42,6 pw 50% 30% 50% 30% 50% 30% 0" 4633 0 Imtiallc rc at feat 1040 50 4649 446 0" -40" 50B3 58.4 1 68 57 67 65 64 63 Mount at beam Beam beam Beam beam 15' 5039 B80 0"-60' 5354 61,5 2 63 51 52 60 60 58 heiqhi center diameter edge diameter edqe 2080 25' 4105 1879 00 _900 5359 51,6 3 59 56 58 55 57 54 35' 2252 1378 90.~180' 0 0,0 4 55 52 54 51 53 50 8' 153.2 6.3' 76,6 9,2' 15.3 3120 45' 226 253 0'-180" 5359 61,6" 5 51 48 51 47 50 47 10' 82.4 8,6' 41,2 12,5' 82 55' 19 18 "Efficiency 5 48 44 48 44 47 44 12' 5iJ 10,9' 257 15,9' 5,1 4160 65' 4 4 7 45 41 45 41 44 41 14' 35,0 13,2' 17,5 19,2' 3,5 5200 75" 0 0 8 42 39 42 38 41 38 16' 25.4 15.5' 12.7 22,6' 2,5 85' 0 0 9 40 36 40 36 39 36 0' 90' 0 0 10 38 34 37 34 37 34 AHZ 100M 7AR, (1) MP100/C/U/MED lamp, 7900 rated lumens, 1.2 s/mh, test no L TL7314 pf 20% 50% 10% From 0' ep Lumens Zone Lumens %Iamp pc BO% 70% 50% beam angle 59,0' beam angle 787" 0' 3955 0 0'-30' 3153 39,9 pw 50% 30% 50% 30% 50% 30% Initial Fe Ie at fe at 5' . 4000 386 0" _400 4264 54.0 1 63 61 61 60 59 58 Mount at beam Beam beam Beam beam 15' 4191 1159 0' -600 4452 554 2 58 56 57 55 55 54 height center diameter edge diameter edqe 25' 3541 1508 0' _90" 4463 56,5 3 54 51 53 51 52 50 35' 1796 1111 900-180" 0 0,0 1\ 51 47 50 47 49 46 B' 130.7 6,3' 654 9.0' 130 45" 130 170 00 -180' 4463 56,5' 5 47 44 47 44 46 43 10' 70,3 8.6' 35,2 12,3 70 55" 18 18 "Efficiency 5 44 41 44 41 43 40 12' 43.8 10,9" 21.9 15,6' 4.4 65" 7 7 7 42 38 41 38 40 38 14' 29,9 13.2' 15.0 18.9' 3.0 750 2 3 8 39 36 39 36 38 35 16' 21.7 15.5' 10.9 22,1 ' 2.2 85. 0 1 9 37 33 37 33 36 33 90. 0 0 10 35 31 34 31 34 31 AHZ 100M 7MB, (1) MP100/C/U/MED lamp, 7900 rated lumens; 1.0 s/mh. test no. LTL7312 pr 20% 50% 10% 90' From 0' cp, Lumens Zone Lumens %Iamp oc 80% 70% 50% beam angle 51.3" beam anqle 72T . 0" 4042 0 0' -3D' 2772 351 pw 50% 30% 50% 30% 50% 30% Initial ie fCilt Ic at SOD' , tif]--, 5' 4054 392 0'-40' 3417 433 1 49 48 48 47 46 46 Mount iltbeam Beam beam Beam beam \ "-, 15' 3983 1099 0'~60' 3485 441 2 46 44 45 44 44 43 heiqht center diameter edge diameter edqe 1800 25' 2844 1281 0' _900 3486 44.1 3 43 41 42 41 41 40 45' 35' 991 646 900-180" 0 0,0 4 40 38 40 38 39 37 8' 133.6 5.3' 66.8 8,0' 13.4 2700 45' 47 65 0' -180' 3486 44,1' 5 38 35 38 35 37 35 10' 71,9 7.2' 35.9 11,0' 7.2 55" 3 2 *Efficiency 6 36 33 36 33 35 33 12' 44.8 9.l' 22.4 13,9' 4.5 3600 65" 0 0 7 34 31 34 31 33 31 14' 30.6 11.0' 15.3 16.8' 3.1 4500 75" 0 0 8 32 30 32 29 31 29 16' 22.2 13,0' 11.1 19.7' 2.2 85" 0 0 9 30 28 30 28 30 28 D. 900 0 0 10 29 26 29 26 28 25 AHZ 100M 78C. (1) MP100/C/U/MED lamp, 7900 rated lumens, 1.0 s/mh, test no. L TL7313 pF 20% 50% 10% From 0" cp, Lumens Zone Lumen$ %Iamp pc 80% 70% 50% beam an~le 52,2" beam angle 73,4' 0" 4060 0 0' _3D. 2856 36,2 pw 50% 30% 50% 30% 50% 30% initiallc fc at Fc at 5" 4104 397 O. -40' 3576 45.3 1 52 51 51 50 49 48 Mount at beam Beam beam Beam beam 15' 4105 1129 0" -60' 3672 46,5 2 48 47 4B 46 46. 45 height center diameter edqe diameter edqe 25" 2944 1330 0" -90' 3672 46,5 3 45 43 45 43 43 42 45' 35" 1118 720 90"-180" 0 0,0 4 42 40 42 40 41 39 8' 134,2 5.4' 671 8.2' 13.4 45" 83 93 0'-180' 3672 45,5' 5 40 37 40 37 39 37 10' 72.2 7.4' 36.1 11.2' 7.2 55' 2 0 *Efficiencv 6 38 35 37 35 37 34 12' 4J,Q no, 225 l' 0' 4,5 L '.J ....L 65' 0 0 7 35 33 35 33 35 32 14 30.7 11.3' 15,3 17,1' 3.1 75" 1 0 8 34 31 33 31 33 31 16 22.3 13.2' 11.1 20.l' 2.2 85' 1 0 9 32 29 32 29 31 29 90' 0 0 10 30 28 30 27 30 27 NOTES 1. For eleCtr'lcai characteristics consult technical data tab 2, Tested to currcntlES and NEMA standards under stabilized laboratory conditions, Vi3riOlJS operating factors can cause differences between labori3tory data and aClual field measure. ments, Dimensions and specifications are based on the most current available data and are subjeellO change without notice. , , 6-AHZ7 ,~ L/THON/A L/GHnNG @2000 Lithonia Lighting 7/00 DOWNLlGHTtNG &TRACK l.IGHTING 116-AHZ7,p65 ONE UTI-!ONIA WAY, CONYE.RS> GE.ORGIA 3001:2, TE-I.-EF'HONE77[)-922'-90QO, FAX 7i'o-8Eio-3129 W'oWf.lilhoni;a,o;:om. IN CANADA: 1100 SnTH AVE., LACHINE. QUEElEC H-ST 2V:3