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WASHINGTON AT DERBY - ZONING LLL T a AVAILABLE LIGHT RECEIVED SEP 18 2014 DEPT.OF PLANNING& COMMUNITY DEVELOPMENT Washington At Dodge Lighting Fixture Cut Sheets Preliminary Design Development 17 September, 2014 RCG Available Light•978.744.6836 to Derby Square#3 Salem • MA o197o Cut Sheets Progress - Not For Construction TEKDEK"LEDAll mFORman4x4 " "'� Luminaires for Parking Garages F - - TD SERIES } PCaidaP emnbe. PROOUCr' L.-1 yy .Suadeddo,ngmoum-t7•dlanela IAPdMmeq +Sea1610p1io v4rlioplyMluWreeG,duOng Tart Mm' +immured leref n urP,eodemd glue w'i SPECDRWTIONS HOUSING:Madre g,atle de ov alum'men.Nb in lldoced commoner.Integral keatmnkcVfii emit po*m p0ader oaf flnlNsfaneara-Seep pre vnonem.lahxpmy al I,W01mue SU Drum,lMarmatlon lar madame fnlxFec MOUNTING:CNdced DI.ho-Sudan Ore,mumed JA Odd Mount..MomM redeemed,mdue mount or penman,hum,IBen,14'Caneub Ptnezm Mount Orimmadn Mount DISMR ON MES:Type II.IS,N VNmtmx VNumw and V Squue matlnry dasifimbm ewilable Type III and IM and N Narrwr s¢ihblewflh hpuudde ehloding m antral sell IgM. TMV(SS)optlo are Dempi Capital qualified. LENS:Mu timilleed,high impact resident,median mOMd dean normal 10016 DR optic or lens Lars mond uAh l Toe R9MM WSIR3ING:)Leat dosed ceb eapweSdf adM1eM gashseat harming to moul wdame.Closed dill siBoOe•0•dng Meet seals lemon housing. aFC1NICAE Replaceable hgMnghlned ANN 40001 500(1 meet 57MK white IED may.65 CRI man.Sum Op(kre for higher CAI lamp ma0ablllry.I Fw.x Few Electronic planning Comtam Cument dxaer WIN,120 27NX 51631tzm 34NAC 6Olzopermlon.IDII a,ge Pmeolon to IEEE C6241.2 C High. SIMRISEll SmanSense IMidduxl Same 155151 pmddxIrdidAml Mmlubeward da an admi mmol module and oouparmi Imel mem.SaadSetle'M'lOo OdbMLLal Semon,DS'S) wmmiabned efhlamr winter 00.Smenderse Only Swear(550N oprm morale an mr of mapeni level smear bud must b,Deduced m a rearm i[6 Cool Mrdo Su ordain, 'Don.For reel Strapper.tem mlealm. PNOT WMn:Phmmmry oral to the IESXA LM 7908 mndard by an ILAKRSDI7025 commanda oust For additional Pleuralde d,plum,o tovmw.yaa!I.mm. WARMNS'.LLkgd dertl of maap�nmmdm,Dinnot Surface momung and pObcaubmam lm rcVlretl lm have of Mine Guarantee°. flUENR 11S Pamn No 0639,996 5, Ill d ad 4MC ambient temPzrature rand molarotnemim WELL LIOMX Dnniwima periled to IILSdIdaNs by Imenet read,Iebmmry farNM Iaotbn.IISS Per IFC all ...�C4CCKiF M�.� 1Oniiiiiilarl''11ij ORDERING INFORMATION(Il MI7ATS�2.V-SLT08LS0K-DV) Lbtlei Matting DMTM Iemg3a FmIA Iareal win, Options Srtar5emelve ActtsgM TD17 Mo ,p dem Type Yo3M,e Sr,ImISe®'IealCwaa3e 01a.:Malmtly Heghtl DS• Direr wSea. TAI inured Aordic DV 170.2nmon, Sf4DM 40'DUI Eft. OM Oulh Moon, R• Deuced Foladu0mte Sal 3d7WE, $Mt a'Dimx8'Eft. PM {m&rt Moms 00 PbtlA ( H;35°Carmkono y3 S961i W'Dia..40'M. N Their Kt DB Dnk 0. OpllOm Atmsode Mab@NIOO Type ED hem Green LEL- EmergugBatmly Pak DS Derpr ShkM - 2 Type 11 GW Renemee Vfiim (32•E minimmn emdieml LP Imarkider 3 Type 111 LG Light Gray (dj{t h[re br3pgifi�gpprs7 311155 Type 111 with m Marte Bland BG &,d WaN(d'hherewdartat We WN Rue of Mind Guarantee Nawo-dtle SNeM MW Mademou OYI- CBEA Spe[ri Complince Remained for Pu[eal Mind Guarantee• d True w a saw,a Cmf[m Cpin(CmwhfewN PM• PAngiprpemeen N) AunSem.lerd,l wrypaefm 4X55 iymee veer pe Nu. Xmas- SNeM p00 MEd..mWCRl lamp t he arm QM 4N Type N-Nomas $OUpK 50Wm WWK LED S,,mrt oldy) Mwltll pM udiK MmmWg aXN4 HouiSILIEw wdn 50550K 50Watl5000K1ED SMS` SmerGmeldMdualSnmr Haeu-Nanhield St57K WVmd570 lED (Art he Mrrarifintmm) SH iypeV-Hammy Rruntl WL40K So Mot 10991 LED S,,,. Smarrien,Girl,Sen. iryxV-Wde Alla,e E01501K 87 Wm MWK LED 41rkheemsretlM1 rtauM WL57K 8QWaK$70)KL[D UM,l Moped \wninairex with 55 IBWOK 100 V V D IDQD I gpdaere pealgnlightr 1O0t5Mt 1a8Waft=LED Compmlur grufifil IM7K 108WaU S7110KIED —leamill.[mn P:a0644ne11 P."73661711 Had Walde whim Gumn,Illimb 60031 rwl iw wrm• wemae;p win�mhm§nrdmmnuou,�un wuur d.1.mmvo M1 ue d uxwpiwa ��••dyc(wiratiendumeuPo^rwu�r�pripmrumurvwivwimnrvemevpWnemihe Nvamtlulw GMl�Nn 1DI7d13p16 RCG Type Washington At Dodge Development PA Preliminary Design Development Cut sheet 1 of 2 Available Light-978.744.6836 17 Sep 2014 10 Derby Square#3 Salem° MA 01970 Page: 1 of 22 Cut Sheets Progress - Not For Construction TEKDEK-LED For additional photometry,go to www.kenallxom Luminaires for Parking Garages PERFORMANCE 1-1a1—ned lmne-for 55 Dlsim Won LemF Type 025-C Ef.q 040'C Ef caq Inpu[Powe. Drive Current EMI.un pm) BrNVV1 am) (I-w w ImA) IED Lae(hre) WL57K - 5814 106 5533 101 -"' 55 350 -12$.OW WLS]K 7561 93 7183 94 82 525 IteUnp 1OBLSM 9713 89 9222 85 112 700 90,DD] 50L50K 5720 104 5434 99 55 350 125,000 WLSOK 7475 92 7101 87 82 525 110,OW 10SBOK 9083 85 W29 81 112 700 901OW WWK 5132 92 4875 87 55 350 125,600 ea" 695 a1 6189 17 82 525 110.000 ',DBL40K 8521 76 W95 73 14 ]OD 90.000 .. Ntwm abma.com for vmf r adwtM1 T7pe SS MSMbulon a(Mi(Ims.A0d'No aI disVlbuBom ane wlrehmperatures are ImavaBaAle. VM vmvi.kenylddnional Tkma1g11. Mak1:T01]v6STAvIpaL5T4W Mo]eL 1017-SSTAXK-SN(pK-0V tT 9n(enara 3sN lmiwwuwvrmuge=a.unaa++B1r-B > '- �• ° '— pn(r-m.wxl.onaulm-n6wyr-o,vmim MA.-9 0 � : . . . - -I.vaFml n.-m evlmal DImlak mm�im6t->&clnn . _ lmort6ofrwrow —1.NMmvl4mfi�AVmkf xxyy 1Mwgi ��.Ml Vavrttlt9'wnfagkyM 1.MN.tlpaelNayiXgYpvLNgs NN.1&IfIM1myA Mm.(d) AbazwNs9'nvxM:gFryM w9nM Ma(nl. —ixmimnW Cmeer-yiVniW 101 AM.CdI DIMENSIONAL DATA rr`m. sme uun 17.W' •S.W' .312'Ola. L4 NK -- 36' 5.00' ' •S.-5.50' 931'' / 17.00- .-15.25'— 4caMxnsexme •DTS MounOn9 Only /� mnumkm Me emariwme a0D^ee4 mlxe tan.SO�110T1711 1111111a1de Drhe 6umeq 1111-1160031 mslmy ui In a r fmn�4m^�Tae4+aN mvulavu-F�-uMxMAmnv—nepnNUN lmnulvpWrt �nmr>uinnwmvmpnm4vrer:elw.mwn...�i..u.�rse..m�weavhr�a.i,emw.m�ie u�a(ewui�o xm,.m,„yYa�wbvavml. M"4,3014 RCG Type Washington At Dodge Development PA Preliminary Design Development Cut sheet 2 of 2 Available Light•978.744.6836 - 17 Sep 2014 10 Derby Square#3 Salem•MA 01970 - _ Page: 2 of 22 Cut Sheets Progress - Not For Construction D-Series t Parking Garage Tandem rm. 1 -•, __ facts 4.e�s'""t� trrm rbxaro m nxm n m..rvreer�..m Immduction rie'erles The D-Series Parking Garage Tandem luminaire is the high-performance solution for the most demanding applications within a parking Specifications . . - - —L-- J— - structure.With an expected service life of over Lergeh: 17-31e 100,000 hours(10+years of 24/7 operation)and film Widths 19-9/16" an easy-install design,it provides significant nexmv maintenance savings over traditional luminaires ttslshe 6-3/16' for a very lowtotal cost of ownership. W'•lahr 3316, — - With high lumen packages and precision ('"010] °S0k" refractive optics,the D-Series Parking Garage L H Tandem can meet higher minimum illuminance a requirements for areas like garage entries or cashier points,and even low-bay applications. • `.;r_ EXAMPLE:DSXPGT LED 60C 700 40K TSE MVOLT DWHXD Dmcr tm !� i DAWi1ED W wIWS so ROnA WK =9 TSE Tyaev, MMMT' Sh[WdlMudea 911Wlnmlh6 Maw W1Ye I(f. AD AMA 90K 90WK anarnay tW (dank) Iwides (Ebal) halastd i- DWD ht.1 asgirIOW 10.h SDK SOWK T5a ry"V, 3W' orsuvo DMG 0.1Wtllmml,ddeahomsshtl alumirum WLfW II AI NOP( Amba malum mwm' 15 Wmc-90e?Ktld Dioangrivl, DNQ WA m9mesl phomm' T" � Y 5Hi4efiselt3n N,la3V)` ba z em'de 3c. W Wutlefiee 0W,3149WV1° Ayr Agmmmie 9n, RMYS mmettlar unaxit-IS 6s '. MHMS msovenhos.r.l5-W mo.mmgto'h° SPO SeplmsiRepatmsa" OMH Qwfissi Ratnowgg" Accessories xvrts Motion$eOYag t auOtCmyweieb4«N,)omna Nu::n P.W!We_K!F M.aOhY 3 Afv9V afw,uR.em+mMf MWeM1omIA The motionlamblent sensor options TOP VIEW DmDHSu aeeY:,nu Pelyine d zxrvlx✓m i°I�...�.Im.�.xmmmmmm (PIR36OSS or PIRH360SS)have 360°' , m�,sye a:xa.s•Op:wl°o°:: .nw' afpasaiveinfraredsnsensing and 9 adjustable eeldimntosave rn::wroi.,aa:v9•xrrw�mmmmu hae:ee - s energy when there are no oemparm em..m]m sspm.amv0. a DMG6 ^ad,9nmlmatae-o ' D .mibx.m lLWmAxnF311m9W w'tly SIDEVIEW 0 PlnevebW me:pxalacmy,em Mavvm " NbmunmetbR on om , s:sl.nmiss3:.yo:m l7o,m o,am.aroq.v^a^. j \ nesso ryFl:egmm IDq]eho.i" 10 wn";5fysi4e Ne Snv5mYA5aL1aWP vd:FlH136J55 NaSm5MW.53R bOnim^wY.me 'nSem UwkbdeuL ommmaam.mn,d e9 r a9 z, am za „ 1 11 ke Untlemvlmeic^mn4]6„mee.wh. ti 4roibW w:N WMaw 000#fa�. ]t Is I,3 B an B 155 A at '® L?HON/A oee mno^i.wer•e^meao.�^si,aDolz.alq,:.:emnv.®sl1 .r...Am.vle.lzov...«,sll.,,.�..mm L107MIMG, omlzmlaxwn°a^e.ushs ,im.ald9lmm—d, RCG Type Washington At Dodge Development PB Preliminary Design Development Cut sheet 1 of 3 Available Light•978.744.6836 17 Sep 2014 10 Derby Square#3 Salem•MA 01970 Page:3 of 22 Cut Sheets Progress - Not For Construction Lumen Output WinneeW mfrom[AvmmeNeYO �mMinem�oriUIFSI>IA4A64 dm hrsebMmNipeee.YW dMemdguMUJunn.xiAn Uemlennm OAexd'q uanmaFen.a�ramlmma,..my .a—ndMa...�.rmoi.in.dew�am�.xud.mmPm+)txe�M•).ax.nnwe<+4+s�.0e lmnew.r.law I8 s.0) 3 a a o ),IN 5 0 I IW 7991 1 v I 1® M S.W. 5 0 I W )11 1 0 l Im 4%1 1 a 3 Im smM IMsbi Aw ISI, 5.519 1 a 1 n bb) 1 a 3 N 7s10 1 0 l Im fv— s. 1 a 1 n ]am 1 0 1 W 1. 1 0 1 IQ MY fID) 1 a 1 m ) 1 1 0 l W ) 1 1 0 3 Ia1 IW 1 1 0 1. n um I 0 1 W W, 1 a 1 0 a Iv( aelYtl 1y s v 1 n 1W 1 a x W 961 1 a. } Q,:. Mw10[Tmi MWl 1 0 l 1. 0 :. v ,r.ID 10 : 9m I W., 19 u) 1 0 i n IN 1 0 -I 0 9A] 1 _...0 q T .W.. w I 0 r. n t'. 0 z NIgo l a z. a In 9.T1 1 0 I tl 1193 1 0 I N wx 1 0 1 N ISGM 1 0 x M lIuM 4 0 x 1 W 1IJQ 1 0 l W M. N 1=4 IH M 9.N1 4 0 3 e 11.11. 4 0 x n nm 1 a ] a TSP MINI o I 9 11m3 4 0 I v Ilm 4 0 4 IN ASI 9y x 0 3 61 MAID 3 0 l A I15)3 3 0 l e IS W 1 -0- I N tl,m 1 0 I "M emu 1 0 1 M• 817. 1 0 l N Wp1 1 a AID 1 0 1 114•. IDM %fSWi 1(69' RW lD9 4 0 1 A 4 a x W IWI 1 0 } Im- m 1 0 1 LI 11 1 0 4 101 A91 4 0 I M, .1SY 4el ] 0 ]. tl IMI, ]. 0 ] bl 1 I 0 l Im- 75E 1H 3 0 1 m 13.02 4 0 1 IQ 11717 4 a 1 110 UK ISM 'M 4 a l N 1 0 ] IQ µm 4 0 x 110 Mm WM4 im TSN, Iam1 4 0 : M 1365 1 v 3 N 'un 4 0 1 M MM TSA IM 4 a 4 W U. 4 a 4 101 11$ 4 0 I IW ASY 1MIT l a l 11' 13 ] x a 3 97 I0I6 E 0 1 WS ISf 14]n 4 0 1 m llAn 1 0 t M I9JA 1 0 1 W ' IWOM (611011. }lfl' aw V.A1 4 a ] e YCI S' 0 1. 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Lumen Ambient Temperature(LAT)Muhipliem Projected LED Lumen Maintenance Un Ueelmaem Mlamiw Nelrvelunnwpafm^�PaTSmnmmS.vem+n Lim Maa�mUewgdW PFwnuv pgl[WwbUe�FelaW NG 10D FmnOMCm2-1 K•Fl Obibminaa9CarWmIU11Q Mun JIfOMNBOeebtl TIFSNF Vh PDtB and pgwN pv,U YSNL 1M31.1 IMIR IR Tem'adeNllF.mdelurtn mAbnw(eOmMm�mPundfm MeeesM runUv IP( S9s IDI dKaeONYan Feb.im oNslumenmYmannnvlmvnm4mry ]P( m5 ID 0 ]SRO SQlgl IW.mA S9Y AS IDp IPI m5 Ita j.':.. gVWI U➢NG WW ID 094 6A Ol9 Electriml Load a� i.,ff lm lm 4 z6 m 19 uv sD )Iw aA9 aw WI 9!W 091 ON 0.11 0.3l aN IDD 1bW ll6 aA OL a59 SA IDSW 090 a5) O.N 093 ImA 311W lap I.IS tm D8) '• L/THGN/A Q�e tilFMia Way•CnMers.Gervgia D]I2•PM1me:BN.Z19&N1•Fr:)m9191NA•wm�.li0gia.mm DS%PGt L/GHT/NG. emlzmla PalW em�m usnooe.m ai AOMemmwa. ISv.MI/14 RCG Type Washington At Dodge Development PB Preliminary Design Development Cut sheet 2 of 3 Available Light•978.744.6836 17 Sep 2014 10 Derby Square#3 Salem• MA 01970 Page:4 Of 22 Cut Sheets Progress - Not For Construction e To am camplate photwnebic worts or commoW.iss Nor M fs Issuer mart infroi 1.1910,5erka PlAw,Garage homelege. lootwtmndle plot for the Trial Mb'JC M WK Lbtarcm am In unit of marring Wal"oil UGVb i s a.e r..•. - t 'r.rt 5 . a -. • . . a ..gi �si P p a g p ,ef. safe : Iryry •a0.4h a RB Rp •I fl 1 _ ai F WRES a SFEQFICATIONS INTENDED USE INSTAd-ttMN The D Se4er Parking Gorge Tandem luminaire provides high Was of Illumination Standard configuration acca ea rigid or bee-sarnging 3/4'NPT stem(by to"'m or aamed rew'nmended create for saclions of puking structures that prime)for pendant mounting:The,surface mount option atbdim to a 4x4' demand higher light 1-6,sur:-by wirer booths, nexammul or wraps mown outlet boa using a quicbnuort tit pMuded):kit CONSTRUCTION forestry gabanized Mae batesbrthe lummaire and outlet bmc plus still pad Two summary diems[aluminum harsh,,armhumed with an intermediate canopy geskec Nehas an integral mourning support Nat allows the lumimire to Mtge prem br eazyinsrelleOan.Madulardmign allom(creme of maintenance.'[1m down forma,electrical connection.Wminairre ad ptNn arc seined ser+ driven are mounted in direct mrnad with the resting to prommo low operning Advo saom.SsPolyleads am 12-an length at mandate.For longer supply temperature and long life. Iseds,plwe consult flxrory. FINISH LISTINGS - ExeatorizMsarapmteeedbyazineinbsdSuperDurableTGlCtheemaset CSAsnifiedm U.S.and Canada-sbndards.lighteng�ms are lPbS rated. minimum ambient. R pavder curt flushthn gwides speed-re4ronca b corrosion and-atherir,A eed for<o'C Vi controlled multi zmW promsa amuree a minimum 3 mile thicareo for a hunch Desi9nligheC rotirm®Tr-Q qualified product—Paddrg Garage MM can withamnd momma dimme danger vnthout oacUng or peeling. Wm ms wagory.Not all rersiom ofthis product may be DLC qualified. OPTICS %sax cheh Me DLC OualiRed Prcducp list M uvnv.dssignlighb.org to Predsoemelded propteterypaid ic Impose protide five different photometric confirm which versions are qualifled. disbibutlons tailored specifically to parting gamge applications,tight onglpm WARMNT' am available In 3000 K(e0 min.CRp.4000 K(l0 min.CRI)or 5000 K G min.CRO Fire ypa,limimd wanant,Full wmronryterma loped atwww.amitybrahcs. configmetiorm. mrNCrrpmerR-ources/Tcrma_and_condfiwnazpx ElE(:Iru AL Nab:Specifications subject no change wither,entice. Light engin-roost of III high-dBcary LEDs mounted to a metatcore chant soup to maximize heat dieripanon and promote long life.The a cceporic driver has a power farm of>90%,THD<M,and a minimum 3.0 Wsurge rating.Ween ordmhng tie SPD option,a separate surge protection devim is installed within the luminaire which mesa a minimum Otegory C low.peedun(per ANSVIEEE t'hx.41.A. '® LIMADVIA one Ulmea off,- enmr.,Gea'gia 30otz.often.:NO 271.: .1:�11e.,zw.w..«.Iiu,.—ran mpmGT L/6HT/N6. omrzmu4r„iyeenb ugure,mc.M[gin a.e,.ad. Kr,.ai RCG Type Washington At Dodge Development PB Preliminary Design Development Cut sheet 3 of 3 Available Light•978.744.6836 17 Sep 2014 10 Derby Square#3 Salem• MA 01970 Page: 5 of 22 Cut Sheets Progress - Not For Construction juna 4" IC 600 LUMEN Project: . LED DOWNLIGHT Fixture Type: NEW CONSTRUCTION Location: IC I LEDG4 RECESSED HOUSING Contact/Phone: ® LENSED TRIMS PRODUCT DESCRIPTION Dedicated LED,Air{ads led new corsrlisnhousing with in, .I IigM engine•Double wall,shallow housing mnshua.allows hr Fit in 2 x 6 construction•Co. be completely covered with insulation•Fully styled housing stops inglhalion and axiil#ation al air,reducing howling a d air cooling costs without the use el additional gaskets•IED housing Is designmlm provide 50,ao0 hours of 6k and is<ompalible with moray DIMENSIONS standard Juno trimlimited on IE s•5 year d warranty D comtioname.' ENVIRONMENTALLY FRIENDLY,ENERGY EFFICIEN_T_, •No ho-fol vinavialet or infrared wavelengths •No lead or merwry,RoHS comppliant •Comparable light output to 65 meant PRODUCT SPECIFICATIONS a m LED 6gM Engine LED on,attached to hig9h puny rm aluminum,thermally nduaiveinnerhoavng Providmwpenorh t transfer to ensure long life of the LED•Replacei fight engine mounts directly to inner housing..61, and incorporates the latest generation,high lumen output IED array•LEDs binned within a 3dep AAarAdam Ellipse enceeding ENERGY STAR° 1 eeqq manis for wpenor fixture a Fixture color uniho icyry-2700K,3000K, 3500K,ser 4100K color rempermurea avoiloble•%CRl minimum. OpI mm ComPulero Rmized reAecuaudingwith hi9 hreRectancs, finish coupled with o high nemari difsing les conethe LED,and producesundone repatriates luminance. eta Aesthetk Trim Selections Comparable with wide rejection of exismg Juno Mme•Shadow free,knife edge design blends imenlesey into tailing. •Trims are wet location opprovad For covered ceiling applications. LED Driver Choice of dedicated 120 voltdi n' setlingg driver that oacommadates input wiling.,From 120277 volts AC.150/60H. •Power factor>O.9re 120V input•120 waft a*driver is dimmable with p e• the u»of most incandescent,magnetic low volroge and electronic law vol=wall box dimmers•Uni ersal wskoge driver is dimmable with the L useofmost OI OV wall box dimmers,Far a list of companWe dimmers,sea JUNOICIEDDIM•Mounted mi housing for easy access From below tailing. Ufa Rated fm 50,000 hours at 70%lumen maintenance. 4 1/2-CEILING CUTOUT Labels ENERGY STAR*Qualified when used with algin trims•Certified to ELECTRICAL DATA the h igh efficacy requirements of California T24 with select#ims•UL lined — for U.S.and Canada througghbmneh wiring,wallocations lcwered ceilings) Dedicated 120V Only Driver Option •Union made•UL and cUl. 120V Teasing All reports are based on published industry procedures;field Imus P. 11]W Id3g performance may differ From laboratory performance. P. UL Product specifications subject to change wili notice. HOUSING FEATURES FnQuna, -50/60X1 _ Housing Designed for use in IC(insulvted ceiling)or noMC construction IW/RR FT Lits 47 LIFE,Fm 15, -Aluminum housing sealed for Air{ac°compliance•Housing is wenically Cars a(retlderi adjustable to vcciu modne up to a 1 S°coifing thickness. Niinum 9v1nR ,ZSY Junction Bea Prewired junction box provided withI61%"and I))'/.° knockouts,(4)knockouts For 12/2 or 14/2 NM cable and ground wire •UL listed and cUL listed For thmughbrvnch wiring,maximum 6#12 1 ELECTRICAL DATA _ branch circuit condi-Junction box provided with removable access Universal Valli •Knockouts equipped with p"in slats•Quick connen electrical connMmssupplied as standard for fast,secure installvraon. 120V 27" Mounting Frame 22gauge die-formed galvanized steel mounting frame FPA Ease 125w N/6%) 12.6w(a/5% • tough in section(junction box,mounting Frame,lousing and bar hangers) rp,cam, 0.11A 0.05A (uly assembled for ease of installation. Real Hail 3 Bar Henj Telescoping Real Nail 30 system permits quick Fai 50/60th 50/6oth phim,erei of housing anywhere within 24°O.C.joists or suspended EM/RFI H(The 47 CFK Pat 15, fU➢ik41OR,Fn015, ceilings•Induces removable mil for meosifioning of Iii in wood joist (ImsA(mari Iles m A(mest conmuction•Integral Tbar notch and clip for susp ded ceilings•Design cweredmder Patents U55,505,419and D552,969, AnA"sn sl"Ing.2 40'( 40°( �j REV3/14 a <.xxx RCG Type Washington At Dodge Development RA Preliminary Design Development Cut sheet 1 of 2 Available Light•978.744.6836 17 Sep 2014 10 Derby Square#3 Salem• MA 01970 Page: 6 of 22 Cut Sheets Progress - Not For Construction 4" IC 600 LUMEN LED DOWNLIGHT NEW CONSTRUCTION IC 1 LEDG4 RECESSED HOUSING LENSED TRIMS ORDERING INFORMATION:Housing and him each ordered separately. Ewmpin:ICILm0s4W1 E+ample:l]W." NavYnO a^I>Ta^Oe'^^^ IrgN Vtlrepe Trim/0.wiplion �— ICllal(N f)R R11pR 1 DdaYj ^ elalilx' u-s6l eme' xK 3= Ilial qty pre a 1 :.�1.] O1 o'� Sham UK 35WK For^ud Mvv. (� luvx p W II NK EIVd* U uminMVsh, I., Y^+emm. Ig i,,s plOv dsa^u.l � Ixwaez• deed pwimei.4m � elawx eeml.d snon. noxa naaWx 1 DI BsW b use In.ver lomt m Tnm Sim:5.OD, Trim Finish:ABZ-Clastic Aged Bmnm,SC-Sono Chrome,WH White W1e:In C msda 4-insulmi n is pmsem,Typo C R.mus he used. Umi sf u,T14 B 3K,35K Al Kvly PHOTOMETRIC REPORT CANDLEPOWER AVERADEINRIALFOOTCANOUS INRIALFOOTCANDLES Teat Rw Lh M8111601 R DISTRIBUTIONwok l' .u.wlsp mse,.or as aa�nl (Orra Unit,11.8W,35.55°Beams) feleleg Xz NIUM435R (C°^dd°a) Ceiling eOY.wa1150%flaor]OX pys-eylfentlA- (^sry pann nth 12*0In DePw JOedrA ROI ROJ ROS y� p 49 35 30 16 531 Td' WUNNn TY^d^9 GNalue 0.58 0 BSO SV 119--Ids �6 Dom- 3F ht m. 43 S 1D 68 15 13 11- 6 131 51' IS SOp 10' 13 II 9 10 BS dl' t5 III �P IO - A- 1 Ill 9U 6 IOU 5 -(_6 LUMINANCE)A•xeruge Ad/mj im IS 9 S ._ m-1 SS n ZONAL LUMEN SUMMARY LeaeP 65 tO �Lrlotlemm _ 15 II 1r �'�' %�_%PRnn 45 45 _ 970 65 t 0-30° IDB N/A 613 0 9610 90 0 010' 10t X/A 188 6 -1660 _ o• m' + KI¢'4i1F 099 b60° 416 N A 9il - _.,._1f dSTi,._._ e ^ R-091 Vmu° 510 NA menu N 3531- 41K LN Fi.lurea lesnd to IE5 recce-thrid amndard for slid stole W908.Phd I,m,,fiammnce on a single unil mpmvnla a baseline of perlormarce lar Ae lixwre.Remlu may wry im*m field. 1300 S.Wdf Road-Des Plaines,IL 60018•Phone 18471 827.9880•Fox(847)827.2925 s- 220 Chrysler Dave•Brampton,Ontario•Canada L6S 686•Phone'1905)7927335-Fax 190517920064 Visit us at vm janolighanggroup.com vnnma m u&A.W014 mm lighnnp,tic. RCG Type Washington At Dodge Development RA Preliminary Design Development Cut sheet 2 of 2 Available Light•978.744.6836 17 Sep 2014 10 Derby Square#3 Salem• MA 01970 Page:7 of 22 Cut Sheets Progress - Not For Construction D-Series Size 1 LED Area Luminaire Mlkla h)n:araml.Ypee¢xi mMwaka4 Introduction d°series The modern styling of the D-Series is striking yet unobtrusive-making a bold,progressive Specifications environment.even as it blends seamlessly with its environment. ePa I.zte IW TheD-Series distills the benefrcs of the latest in nH LED technology into a high performance,high �Pgeiv �1 w - efficacy long-life luminaire.The outstanding 13. photometric performance results in sites with %Vi�" Pmm "C' - 1 ��•y��y�, excellent uniformity,greater pole spacing and -trz• r- •A lower power density.It is ideal for replacing 100— eef9 HTV 400W metal halide in pedestrian and area lighting W.1,Fn VVIM `- applications with typical energy savings of 65% F.-4: ^)'m and expected service life of over 100,000 hours. 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OA11NIa Pairy BnnA Ugh[ing,Inc Mflq vreumd Rev.w".14 RCG Type Washington At Dodge Development SA, SA- Preliminary Design Development Cut sheet 3 of 3 Available Light•978.744.6836 17 Sep 2014 10 Derby Square#3 Salem- MA 01970 Page: 10 of 22 Cut Sheets Progress - Not For Construction XDELTALIGHTe NORTH AMERICAN EDITION aleulaneem w edmlgmm cmme nlm8enem- eedymo .- e,��a • sa•a^ie8 einemM.%o O�A(FI IMi INLIM 6PA'!� O��M1itLY EPONM �. '.YJ'STG Ed@P1@0 1® e@0D%O O�AI/31➢.IIM1M glg1} Q&6/11JJ/BTIz f T�I ACRCL/SLC ma.1@! I�CR&AlFfna.leW Iny QQIi 0T ON FUlE3-59@m .nrNclwn eox-e%evm VIA Mmm r-ire IMmm a a me imonm eaara e�s,om 3i'.L1B cv s/Plate3 wren mom@ rare a • 6 e. 5 FOR ARCHN'ECT USE PROJECT NAME: FWURE TYPE SPWFIER NAME. DATE: RCG Type Washington At Dodge Development SB Preliminary Design Development Cut sheet i of 2 Available Light•978.744.6836 17 Sep 2014 10 Derby Square#3 Salem•MA 01970 Page: 11 of 22 Cut Sheets Progress - Not For Construction BI DELTALIGHT4 NORTH AMERICAN EDITION uv nle pen emo.w eemlgmu coos qvs eomw_ww Haim SENIORSpecification Sheet Mr. FOR AACNRECT USE PROJECT NAME FWURE TYPE SPECIRER NAME DATE. RCG Type Washington At Dodge Development SB Preliminary Design Development Cut sheet 2 of 2 Available Light•978.744.6836 17 Sep 2014 10 Derby Square 93 Salem• MA 01970 Page: 12 of 22 r Cut Sheets Progress - Not For Construction i h RCG Type Washington At Dodge Development Sic Preliminary Design Development Cut sheet 1 of 6 Available Light•978.744.6836 17 Sep 2014 10 Derby Square#3 Salem•MA 01970 ' Page: 13 of 22 Cut Sheets Progress - Not For Construction lumenfacade MRS I4 Mill MIMS High performance facade LED luminaire The Lumenfacade fixture is the perfect solution for applications such as wall grazing,column lighting,and linear floodlighting.It is a modular and adjustable IP66 noted outdoor lighting systemavdilable in 1',2,3' or 4'sedions enabling ease of installation for both linear and radial configurations. The Lumenfocade is..!table in 2700K,3000K,and 4000K color temperatures,combined with 4 different choices of cares.It is a line voltage luminaire for 120 to 277V,using 8.5 warts or 15.25 watts per foot. It offers unmatched photometric performance producing 2,912 delivered lumens and 16,615 candelas at its nadir(4000K,10°x60°,4'unit,HO version). The Lumenfacade is designed to ensure sustoinaelity by enabling simple maintenance and component replacement without hoeing to replace the luminaire. The lumenpulse'standard 5 year warranty is induced,and corers the complete Lumenfacade assembly. • Line voltage luminaire for 120 to 277V 0.10 volt,DMX or DALI dimming actions • 1 O°x 10°, 10"x 60°,300 x 60°or 60°x 60"optics ` 8.5 ar 15.25 wale Par foot - • 2,912 delivered lumens and 16,615 candelas or,nadir(4000K,4'unit, with 10°x 60°optic,HO version) • Minimum 1 fc(10.7 lux)@ 129 feet distance(39.3m)(4000K,4'unit,10°x 60°opfic, HO version) Resolution per foot or per fixture • Sustainable future designed for ease of maintenance • lumen maintenance L70 @ 25°C-120,000 hr, • Lumen measurements comply with LM 79-08 standard 5 yeor warranty Always refer to our wehsite;download section for the latest updates of our ies files.- 1 1243 RCG Type Washington At Dodge Development SC Preliminary Design Development Cut sheet 2 of 6 Available Light•978.744.6836 17 Sep 2014 10 Derby Square N3 Salem•MA 01970 Page: 14 of 22 ` r ter\ � .r_+ S'� •\� � - •:�` : ..1_ � /♦kyr e� � i. � 1 1 y ' 4 -71 a aaa •. 1 Cut Sheets Progress - Not For Construction wise lumenfacale" WMIE 6 VAM COW Specifications nowiwaa from Mgle 10•.IT/IT.dT/3V.W/W'.W' Cdw iempoomn 2MK/SC`lX/4 K Smlc cdm moi.Gm�3w 6rodoe edep Aimw• 10'v 10° 2n K 2 lm 2=K-1301h Z K 9 1. Z)WK MI Im 0 32 W IP 35 En 3L 14M8 =,A h MK �H I 29561. Y 400JK-W Im 4 K 16.MM 40'AK-715b 4=K.3M21m IfPvW 2A3K.2.1. 2(b IIM5 9IXM. 5)26 2 K23301m Lys r' 3"K M9 3003K 134)Le ] K�SM 3WCY I6n • 40WK 3246 a0WK 1476A 4K ,WL 4W 9 AI21m 30-w 9 -191h MK-MA =K-3B31m 2 K-17411. t� W 3 K-VI1. 30WK 1236h 470H 3=K-27 4 •/ <000( 291L 40WK 1327L 4 K-4781. 4 K2176M W`W 2703K 1W1m 2MX M2. 270L m8h 2A0K-17651. 3 K 218h MK-W31m =K 4361. 3C K-1Mh K 4ttAK-2421. 4WK-IlMh 4W K-4fl54i 4C K�MMh Ekory liO,lp.miwl IPa1P 1w.w 1w.W lw.I 2=K 35M 2 K31m/'M MK-431m/w =K 384n/W 30 401m/w 30CaK-361m/w 3 ,48 M/W 3000 .68 4 K..hN 400W36h4 K.S'f INW dpyK.481m/W 2MK-N hN T K-24h 2AK-Nh 2 K-291m/W 300tt-n2 3000K-271m/w 30001(-361./W ]00(KK 336/W 4000K Y1 k✓W 4W]K-30hn 4WCKMk/w 4030K MImM' Lei.Afi Xgwwe LMOM5 120,0 hn/W@WY 90.000 An Irym Wk¢ Izwez7ry lEwm Gavunpe 85w ]4w l5asw 61w �. .v.ud bl9v onulmoob aw.rg wlm�, r d4k., r d6wwmabwwrewm bMaew lTa¢4adepAvkylB 3'n v2vu.r 13ore. ]'n.v W'^n25se. yn.,211 11— 3'mv21Trv4911' I.dm,m0lnokn Ggo.,spy},p,m9,a� 9Tmm�'Amm.340nm Wm...Wmm.6a5mm B9mm.54mm MPnm 89mm.5>mm.125aw %,k 2'e3/4 516 1 317!,/708 1 4.75g/103I 6.3519/144+ Iwm, . w.lwm pe„m,dd-. .*lwdwmd Le. aou®iw�slos 1—s.m ih+re'.Gmzmn 8'm amrsmr/wluklns dairc I,—P.. IPM vwreng 7dpe9de 81bad mwnwgo�e Opemnrq imgwlw ]5•Cd c EPA1100mpAI 0.22 p.h –1 1-0 VI.h 022 fl. 1JD"fi �� Cenifirelim UL/,UL/U/4 4mmmrem w/anmW..n km�� •Aim��.p.paamyl we w.ro.oe mdpa. ®� CE q✓ c�,.�¢.n lwwmehe]qll „awavm`°m�61ibe�.a�Imm°eaaar°�`a"In.,rn...a..4 ro,mei, F2451. RCG Type Washington At Dodge Development SC Preliminary Design Development Cut sheet 4 of 6 Available Light•976.744.6636 17 Sep 2014 10 Derby Square#3 Salem• MA 01970 Page: 16 of 22 Cut Sheets Progress - Not For Construction lumenfacade7 ase WHITE a StnnC mIOXS Mounting Options Dimensions 131'.252 312' 49'�' »� I]d 91mm,IR$lmm '1'59mmtlI Mounting&Adjustable Pivots UMP Fixed Mounting _. `V p nmml I WAS Universal Adjusloble ie Mounting Is t m 27, i oo- tslmm WAM2 yL a Adjustable Wall - - Mounting �l� - 63° L O N 83' 1!C RCG Type Washinoon At Dodge Development SC Preliminary Design Development Cut sheet s of 6 Available Light•978.744.6836 17 Sep 2014 10 Derby Square#3 Salem• MA 01970 - Page: 17 of 22 Cut Sheets Progress - Not For Construction r.AA�1�A,rtse- luntenfacade wwa a nnnteotoxs WAM6&WAM 12 Adjustable Extended 3IF Arm Mounting 6.12' pSI a.YL`vmj 1 110• p IIO° OptIC3 IT IT 17 30° 60° 60° Awiloble Colors and Color Temperatures 0 poo • • • 0 <0.'OK AM f PJm Finish ■ 515Fm 5eMm BK.B665mdrW Wl1.WT'ae C.C— ' Oplim Eidnod mnlyvorlm, ro W"W mhb r.ialN. 10'm�IN}l of iqN. 10 RCG Type Washington At Dodge Development SC Preliminary Design Development Cut sheet 6 of 6 Available Light•978.744.6836 17 Sep 2014 10 Derby Square 63 Salem• MA 01970 Page: 18 of 22 Cut Sheets Progress - Not For Construction GM132 POST TOP FIXTURE { 9.94" 152mm SOmio j 3.74' j 95 mm ------c------- 17.91- 455.. j(WALHEIGHI) 6.86' 7.95' 124mm 202mm w IBNM IFramel r ( .......t._....._ _ 3s4° 9Omm i ".1......-!-_..-....._.--..t.... -.i 3.02" - 3.23' 7610mm 82 mm (I.D.) (OA) ► Material:Powder(oated Cast Aluminum ► Lens:Clear,Heat Resistant Tempered Glass Overall Dimensions: ► Available Finish:Black,White,Verde Green 17.75"H x 9.94"W x9.94'D ► ETLAppmved .............................................................-.......................................................... Weight:3.4 lbs MOOFL uur nLUMIxAxr a6wLls t1"'NUMYN, YYrE rrvE pYlm IT OmDD®i Approx Wire Length:6.5' fJ1U)"' Adrye trimodezmt 60 120 NO Boz Dimensions: GM131 SI76D24 Huaaant 17 . IID YES 13.63"H x 10.25"W x 9.00"D 6)113) S2MZ4 Rw t 26 IN YES "AVAILASLEIN11WIED Ad -LED11 to Madel Number "AVMLASaIN20WEED Add-LED20 wModel Number ....................................................-..................-....................-........................ �WkE DABMAR L 1 G H T I N O DABMAR LIGHTING INCORPORATED 2140 Eastman Ave .Oxnard, CA 93030.805.604.9090 .f; 805.604.9050 .www.dabmar.com RCG Type Washington At Dodge Development SD Preliminary Design Development Cut sheet 1 of 1 Available Light•978.744.6836 17 Sep 2014 10 Derby Square#3 Salem• MA 01970 Page: 19 of 22 Cut Sheets Progress - Not For Construction 720V-277v•30WAI;� OLYMPUSTM The Olympus Series'"is a beautiful wall-mounted architectural lighting fn[ure that now incorporates our Power of technology to offer a higher lumen package while maintaining m 'lifetime color consistency.This ADA compliant Mum is commuted of machined aluminum components with stainless steel hardware and protected with a Class'A'powder coat finish. Visit wwwbkightngcom for ogee,;; Wg Keywprd 04EED Y C]A { F t k 1 ItatmM e �rouv IOLIB LE luxmml aetw Sliwm MUCopN LINaM1VNwT61PIM1MM1 TW I]hmml CCM pWEXHWLX4C rca tom v„ rnammrYO WW.O.iSl.Com 85 RCG Type Washington At Dodge De"lopment SE Preliminary Design Development Cut sheet 1 of 3 Available Light•978.744.6836 17 Sep 2014 10 Derby Square#3 Salem• MA 01970 Page: 20 of 22 I_ Cut Sheets Progress - Not For Construction OLYMPUS" QIS��L Yw� .o pR01ER: "Mm NBMBM BOVR@ NOTES CATALOG NUMBER LOGIC OL LED = = Lj Configure iHousing Separately E1mmPle: OL - LED -r211=1- Fl/SP - SAP - 12112 - 11111 - a OrFe'xauNn9 RIRNM u� uRIOeYn tloL uplD ImEfMY eRIRFA x"uMKd: Series TV . HMSIM:: MWukxpal a -ar7:.pwsex.•- rM..wNe:W w.e,Mmut1 RE.TIMef"xouslN6: SOurce Ri u , Po4,MMUN]DUI MnNe am Leo -vMoxuawM Colx plw5pnof re[nno�y own�DulRemalewaoMw.:l LED Type o. .,.d. at -lswlEomoax @ - U MDAONx m -IswllDlwoBN Optics o+nuo•mm.nl a, Sp la" FL -F1 Ii0'I WL -WH.FIwtl(W Finish Sw:M.N FInIN ive:Almi4JYl .' r..a..rww Len wmu' ur ul:q.T:mpe.ee oK.tam.uuR:.Nrai.m .+c adr'••s:+a:u:m ea,m err RM ' ILIo amwxw.m.c-m aB tm.ee ws s�.:oms.m. WtL owur IPF MIYMYINy WI C-w saR skm LMnuMCa4•. �xnxllfilPx ..YNF NIM OI' Bltlpiivu Nfi Mn4( N LWro1 FUXa IWmlrvm iV � Ri tlp IInS.nel••+hmSiNwiF YO N'mnnN!<NY .VeiEe VFII W awnFlLLVFeYJu Itl NnuJbvhYN W WUNeel.oi W Go.Ac]e dM1w.Oi OO owc { McMtlYRLL M1.We SsabwORNI.I.P Lens Type lsxw:w.nam.v ---- f ClurnunNry ID -ep�leP• Il $ofl F¢ue lens• Il -PMIIIro.IenY Shielding 11 .xo.exome aNne +�=w Ya:...aMnngMm Cap Style R as a w C- FNO o -eswlftUt gNok E - 9p wnnwl weep..w mww.uxaN Imm+wnxo�N LM79 DATA _ UO DATA _ OPTICAL DATA CCT Cw - MNIom:RN1U4 tM.1 �Nt' MPF PM1.rV0.1 CNV LbAmbM1Y IMnwNIM1RI I NeP PN.liwwN aM) Bl�ln,Tyq Mgl. r31 TIWB 1 zbl( Is aero] IWw M 'm somL sen twN a 'w.aw -1 NpfY w m aool ieD .70a is w.Bae § waoF w B-K LIGHTING anBxNPMaawe.nodwti.uwwB.uBA RBBMI &Mre DflINMCMMBfA i�u,p.m'FII'1mo'�ae yn' .m„ 1-12-12. SUB001115 x�Inwr,wLFnnn=wP.FP.�=:a:,wl�Fxo< ,o �a�L�DIo,DxDOA�FWw,F,�wt�,l«wLWDIPaew. �•w�t�,oxoReifw�,.w�,<—:.W.M«�,�:Ia..B�n»wYL,nanm:�IXYPD RCG Type Washington At Dodge Development SE Preliminary Design Development Cut sheet 2 of 3 Available Light.978.744.6836 17 Sep 2014 10 Derby Square#3 Salem. MA 01970 Page: 21 of 22 Cut Sheets Progress - Not For Construction � OLYMPUS'"' ^••w)CrcMim PROTECT: IYpF FROM VIEW 'A/D•CAP RIE•:GP Y•GP CAHOIYOETAIL amw aecv rcv oaenu �— nenM .g—. I uxnBILSAE Rixc SIOE VIEW 'I ��u �� Accessories rc wme,mmnrcM I Rrmp40deerHWMrlm r»� .x pmae pM�9 .L J— lx j� Our amYm �---. JPa � r uw'.wxeweiemirn.ms.mi..mNw. - .rw:emm.a SPECIFICATIONS DMeNsee«oteM.Mee- MR worry Meal a^.ep gzng mmpnnmV are note M1om reriW Imymeamre MeryS;mMtliYWrolagyhfNutlefanma T0W=4 ;UK M,sr C need aM ot,tW to UL .0 MewM1Weei:7r ,,rxade no,error,,poliiM upJMe MMWrkYgn NANe'Iriol wldehonnMeµmmn IMI..d o'a#nmrnabkmrawfauuenmtl ofh[1. o,ttM1 hk M.t. ;oaat4 ho'O,. PoWpNg mrron"ro tlilwoRwmrEom HaMxn (MT llo or NispMW mry 4valNP«Cattnkurte eflbq LMiL Mfiet Mvtlmwn SgWJ lae Msa llk ar rlFhd WWI Lamot root ,sM[nJesr.AarMare. Car mwrNy ort noo t], G¢W.Cwe;wwbgghMgmM9-nwr¢ Iummt Nn4 BI69.reNmbw pmviaes Wg Me,Ygnlfiam r anate.,td,Mad olae veartM W,Wtimemnvim brpryomrquoemene emwrtl«;bneM<vegbmldimel mamgemmt rehunce Meted CobrMwgemeM MMh wmifM1MeCgaerFeelwmrumpra MBr'rnl. Cantt@t uNpbpM1«NMMew ad«nrcerpeNn ne 1 wTwN•GrvRMyaPNwononww lemtlbntrs Yaa'earmaGfin Md;e14AC Lmg MmpMmMr munmarce tiler polW lik praev anm aMmmxnicnmummnp.mtlp'v Bevy FUR Ww pdn;mN«rNry ea¢etle.VEL=77 9adare b a{nha;ton of @s'R'1GK M*-{aMtt-tV4 wt wgr mWNM Imm sditl Mart Bdbir high torso a NMMMmi6miken MtM1mmbrrarcYmorcmgle MMo4 mmplm m[ImMmm peyMm.ry t,,t M1o9nl1«MWmon a�1eM0;IgWw.ya;q W. nyn mnpmwre aT¢verowy pur ees Bo.Ddwr sywr5m;moammy. wr uo wile renes rm em«.see..mire mmml m 4p enermlm remme dt..aM Ann'rteJr enh"W;o C'enMotlort.m nti, fWN^o•hNM.kr«nmolnee 14 W or Wiwr mNh.(Euro hraillpfW NnaRaMmdaMremotex%ig. IR ttS;,,i WIMA 1M79.Long Not AylMrbn pnl6Wf M19m.5'enMfR'w Dl1'eeep 9QalxiN 9roRBIe'or'BI Iw"w'lgmvNg�ammm.DLlbrW.MSWlseadoel5Mme «NMlaul"CI¢p c7ks M'eM'6rye NtlutleaeepMlfw NroMBen CMJIeemG1UCSP La I.-"No.un Adh®np'�mr• ..Wdnht1s4 age VaME'apt eNuhveepnokeM s•e'gmWioW otry MM snixar#oUNrtivl m ting wrcader«IrdnrnwNwue.SWame Mu,t fl Hlmeono. aref«Meurwmu)'. ani Mmit—.nn9;o rornPruliw[Wn Me Nr onwe IMS x9M AWe F W& Aro�d"'ont" .A gta len B NMr,m9ieM to neon IDme�oknWbt.o9narnmWapemrcndacalynm oplkal 'Q � �PKb ROHS* opaMpattlelemleuolNMaleeoplWlampmnem. eelamJon '�' B-K LIGHTING w PB dyMDna_ Ma ac wma.w e.« cdnF mLMISOBIe wrr 3-12-12W bSUB00 M1u'1raeI5 en RCG Type Washington At Dodge Development SE Preliminary Design Development Cut sheet 3 of 3 Available Light•978.744.6836 17 Sep 2014 10 Derby Square N3 Salem•MA 01970 Page: 22 of 22 t� 7 . t " SalemCommuMlFail S1 .'7 � \r � .(� R j} � 1� � , �j U / U 1 slam / ,'y ail'. a . .� O Cd1111100 M y � 4 0� WSW 0 _j 64co Linds,3j $ \ Essw p j } tr; II I 1a-1. Cyr si 1 S I ft I I l III I +,I II ly it SITE -•'r k �,•_ — — — — \j — — � � // ',� li'' - �6ahlomanSl— -- I — � "��'�= ---=."' ► - t - — �— 6 I 4 j I . l ��1 KZ O � ALLEY ' Lu 14 ll PUBIC dARIAKE NIDTH I --_ I LuI 1 .I t } ---� // \\ /% -: ,..•�` y�"p"'_ 1 t_ N i ",, II .I n �I III — 250 yds I �l \1 r �•�\\\\ $' _r a "t5 I , - '� s` - `{ X67 Hc:a f�Co:ua 1@46 NOAD LOG US MSP + III - - - - - - - - - - �r �r -- ---------- �� titin !! f 4 ' 1.11.11o.1\ 11\l\l�\\1 �\,,,\L•,••t;l','.`.',',\\\\\\`,\\Y 3-r � �] ' � -------------L ! !iJ OWNER/APPLICANT: j WASHINGTON AT DERBY LLC C/O RCG 'LLC \ jj 17 IVALOC, SUITE: 100 SOMERVILI E, MA 02143 ESCRD BC OK 27060 PAGE 496 -- ,11 GENERptI_ NOTES: r LIGHT ALL MOUNTED TED } ( ) fJ + N 1. TOTAL LAND AREA =31,746 SQ. FT. (0.729 ACRES) A LAWN " r fj 2. THE PURPOSE OF THIS PLAN IS TO SHOW THE AS IMPROVEMENTS FOR THE PARCELS 1, 7 LAWINjLOCATED AT #31 FRONT STREET (34-0425-0), #26 NEW DERBY STREET (34 0423 0), #155 ._, LANDSCAPING -NCRETE WASHINGTON STREET (34-0426-0). Dj JBRppM Jr 3. ZONING IS B-5 DISTRICT, CENTRAL DEVELOPMENT: RESIDENTIAL USES OR RESIDENTIAL USES OR 0 MBINED RESIDENTIAL FIRE DEPT. 'r ,",, COMBINED RESIDENTIAL CO � MCONNECTION ";M1; AND NONRESIDENTIAL AND NONRESIDENTIAL� r USES EXISTING BUILDING USES NEW CONSTRUCTIONd eq STONE AND Z ° �� ZONING: REQUIRED PROVIDED REQUIRED PROVIDEDzWROUGHT IRON REFUSE AREA FOR PROP. RETAIL - RFSIDFNTIAI '+ 2,000 6,168 2,000 25,578 0 PEDESTRIAN LP - MIN. LOT AREA (5F SCREENING & RESIDENTIAL BUILDING W/ 6' -- O �'f - MIN. LOT AREA PER DWELLING UNIT (SF) N/A N/A 500 1,066 a o I PARKING LOT HIGH ENCLOSURE DOOR c� j I( el 36 SPACES WALL MOUNTED COVERED Z fI 1; - MIt`I, LOT WIDTH (FEET) 30 N/A 30 N/A t� � " LIGHT TUN ENTRY 1 - MAX. LOT COVERAGE BY ALL BUILDINGS (%) 100 100 50 44 = 0 a x BITUMINOUS ( ) L` - MIN. WIDTH OF SIDE YARD FEET) 0 0 5 5.9 U co w -.� POLE MOUNTED CONCRETE LIGHT (T P.) BITUMIINOUS RESIDENTIAL -.0--RESIDENTIAL O - MAX. HEIGHT OF BUILDINGS (FEET) 70 ±33.5 70 ±48.6 v ( CONCFRETE PEDESTRIAN / - MAX. HEIGHT OF BUILDINGS (STORIES) 6 3 6 4 `�+ c RETAIL SPACE � 7 DOOR PEDESTRIAN m41Q J� \ - MAX. HEIGHT OF FENCES & BORDERING WALLS 10 6 6 6 0 a DOORS !J - FLOOR AREA RATIO 6:1 3:1 3:1 1.71:1 f H � N i F M STONE AND _ I �- 4. PAaKING REQUIREMENTS: WROUGHT IRON 5 E3 Y PARKING GARAGE RETAIL & C, it NONuESIDENTIAL USES IN THE B-5 DISTRICT ARE NOT RE=QUIRED TO PROVIDED OFF-STREET PARKING. POG a SCREENING t l J A RESIDENTIAL �= F" a w BROOM FINISH CONCRETE PEDESTRIAN S SP CE PER DWELLING UNIT FOR EXISTING BUILDINGS ® 7 UNITS: REQUIRED = 7 SPACES 0 a z �_ DOOR �+ PROVIDED = 7 OFF-SITE SPACES 0z o 1 0 REA GRAVEL PEA GRAVEL PEA GRAVEL 1.5 SPACES PER DWELLING UNIT FOR NEW CONSTRUCTION 0 24 UNITS: REQUIRED = 36 ON-SITE SPACES U RESIDENTIAL Il !+ PROVIDED = 36 ON-SITE SPACES y / PEDES7RIAN !jJ d j 6' HIGH DOOR r 5. LOT COVERAGE'S: rr ` TOTAL LOT AREA = 31,746 sq.ft. -� DECORATIVE DOOR TOS-,t�,r - 1 FENCE EDGEWATER �` �� Jl BUILDING ROOF AREA = 17,233 sq.ft. ~ CAFE DOOR TO RETAIL SPACE �� PAVEMENT - 9,920 sq.ft. ! SIDEWALK & CONC. PADS 2,330 sq.ft. S PEDESTRIAN j ----j f'^-. 1 --- PASSAGE TO DOORS J� �' �1 % GREEN AREA = ±7.1% Iy n" fS1 INDIA CONCRETE PAD = = REFUSE AREA FOR MOUNTED ELEC. -- EXIST. BUILDING W/ 6' TRANSFORMER - - HIGH ENCLOSURE - DOOR FOR RETAIL SPACE— DOOR PEDESTRIAN w PASSAGE TO DOORS -_ INDIA __ - S�ETE -1 ROOM F1N1 1.4 I; tL - - I - - / -- Li - OF F-1 _ — _'j; .. fil �7' t� ��f = �` 'fes—' I1 1/ ... '--_�� LO A SHI NG TOALl =S/ E I iI-� ff-� qARC� nn[.,l L I• H -f ! r"Ilr CSLI� — Sl rt f'\!1-\Li LI� V�4+INTI , A`�C" _-- I CERTIFY THAT THE BUILDING AND SITE IMPROVEMENTS FOR THIS PROJECT, H INCLUDING BUT NOT LIMITED TO GRADING, UTILITIES, ROAD WORK, DRAINAGE, ----�- �� --� LANDSCAPING AND PARKING SPACES HAVE BEEN INSTALLED IN CONFORMANCE r, -�� --- = WITH THE APPROVED SITE PLAN AND ACCEPTABLE CONSTRUCTION STANDARDS. W NORTH I C--RTIFY THAT THE IMPROVEMENTS AS CONSTRUCTED MEET THE DESIGN INTENT AND WILL FUNCTION AS DESIGNED. GRAPHIC SCALE j� �" �.,6'I DATE: 5-15-OG — 20 0 �a 20 4o ao - _ -y Z i,; r SCALE: 1" - 20' LkF,1- DRAWN BY. SML IN FEET CE �"�`AG t 1 inch — 20 ft. AS1 SHEET: I OF 5 x 1 --- �' METAL PICKET FENCE � 1 STORY j! ! - SCREENING (j U BRICK BUILDING \ 1 STORY j U BRICK BUILDING J o `\ � 7 7 CO _ 1 STORY �' SIDEWALK PROPERTY E (TYP.) SIDEWALK PROPERTY LINE (TY SIDEWALK BRICK BUILDING f�L J �, !n v \ f O -I t BUILDING SETBACK LINE (TYP.) , � ^ SIDEWALK ` � \ \ \ \ \ \ \ ` \ � ry - J 'A _ 1 RIM: 14.03 -� � - -- - - - - \ \ , 1 V. CD � i PROPOSE EDGE OF AVEMENT ( YP.) ioj3' \ \ \ \ . .\ \ \\\� \ \\\'\ t, \,�,\� / W G.V,' I o SMH � z nri I Q . 13'. 1 „HDP SIDEWALK - . . . . . . . . . . . . . . . . . . W • W - 1: O yy RIM: 14.54 > > r METAL PICKET _ _ - _W G.Vi 12" C.I. PIPE 1 Z > 0- FENCE SCREENING RIM: 13.1 p �' D - - - WN D'I PCORPERw G.V.f I� �2 FIRE 1 G.V/ THROUGH SMH l ? NVout: 8.8 OE I W W DEPT. f i! AT ELEV: ±7.0 E _ PO 'E MOUNTS LIGHT (TY .) 14 PARKI G SPACES 9' W W f . 18 C.I? Ln CONNECTION ' SMH CB 4 W r f 5.96_ 1 RIM. 14.29 RESIDENTIAL INV: RIM: 3.3 } j� CL z o rvs �, INVin 9.7 /A PEDESTRIAN VERTICAL GRANITE J w ` v n < L.P. �; Q I N Vo t: 9.6 1 1� U < Z ;ZO / l _ _ DOOR CURB (TYP.) \� 0o n 6 ARKING SPACES 12" PIPE INV: 7.7 z J f� t z < 170'-8"PVC S S S S �� 14.3x f '� f _� Y, S S S S S S S N SWITCH GEAR 3 R SMH O_ RESIDENTIAL I o, N MANHOLE AND RIM: ±13.6 D t ! - � � COVERR EXIST. DMH VAULT 00 PEDESTRIAN � $10 i2 � � I � �'_ � RIM:, 14.29 f Z (2)INVin: 7.8 �� - EN Y DOOR Q - N INVout: 7.7 a- c� RESIDENTIAL VERTICAL GRANITE I JI ! RETAIL'S OIL&GREASE ( ) Jr SWEEP & WYE Ih'"'' v � CB P1 CONTECH VERTICAL O RE=FUSE n, CDS 2015-4 ' o CURB TYP. �9 COMPACTOR ENCLOSURE SEPARATOR S r'� - RESIDENTIAL INTO EXIST. } 1E=? _ 18" SEWER MAIN I '.`�'. RIM: GATES a Is % ; RIM: 13.9 ti J APPROX INVelev: 6.0 7n �, INVin: 7.8 �3• 0 0 , PEDESTRIAN - �,� - A INVout: 7.7 �; ININVin: 8.2 > L I� DOOR I T T I CB P2 RESIDENTIAL O N15HDPE 11 PARKING SPACES RIM: 13.5 O VERTICAL °Z I 18 1 ( ) COMPACTOR o_ RETAIL SPACE �! � _/- 1- D D ^'15"'HDPE (15")INVin: 8.4 PEDESTRIAN DOORS J 1 CB o D 18 INVout: 8.3 REFUSE DECORTIVE 1 !�� f RIM: D ENCLOSURE FENCING 15"INVin: 7.5 D �I DOMESTIC WATER SERVICE 18"INVout: 7.4 ,3 y_, D SPRINKLER RISER J PROP. INVin: 7.5 n , � JI FLOOR DRAINS BROOM FINISH CONCRETE WALK 5' 0 RESIDENTIAL ` a BLDGout: 8.6 L SEWER SEVICE VENT OIL & GREASE 1! a PEDESTRIAN 5 BAY PARKING IN_ SEPARATOR AN MH � STONEAN - - DOOR GARAGE TO BUILDING ROOF WROUGHT IRON GATE � � SCREENING \ O O O PEDESTRIAN DOOR EXISTING CB (SEE DETAIL) �� ADJUST FRAM & RATE 6-FOOT HIGH 6" INVin: 10.5 j \ z E G ROOF DRAIN o _ _ TO FINISH GRADE DECORATIVE O TRANS 15'-8"HDPE 0 N 1 © FENCING (TYP.) E BLDGout: 10.6 H . \" 1 PROPOSED VERTICAL ELECTRIC SERVICE 4-STORY J ! f W a z oe COMPACTOR FOR THE DOOR TO EDGEWATER CAFE a � •. "MIXED-USE" BUILDING ; 0 1J� 1 0 EXISTING BUILDING 1 w " GAS SERVICE 43,804 SQ.FT. ( ��r 1 U co w J PASSAGE TO �-`��` ` I REGULATORS 36 PROPOSED PARKING SPACES / 1 l i GAS ' ' REGULATOR INDIA DOOR TO FINISH FLOOR EL(E`✓. = f14.4 j i z 1 RETAIL SPACE-\\, W 0 PEDESTRIAN DOORS !! '" n N } �• 4 CONCRETE PAD p H _ ELECTRIC SERVICE MOUNTED ELEC. �d 1J U 1 FINISH FLOOR ELEV. 115.5 TRANSFORMER O 1 1 ] a EI EEE tin l UNDERDRAIN CLEANOUT , �1 O PEDESTRIAN DOOR FOR I, W/ FRAME & GRATE JJj m o l zuz I I I PASSAGE TO INDIA 1 (SEE DETAIL) 0 , U -- 1 o RETAIL SPACE O � � jtf RENOVATION OF I PEDESTRIAN DOORS j I N I 3-STORY BUILDING l RETAIL SPACE _ l m 12" WIDE STONE _ � � PEDESTRIAN DOORS r� I �X -1ST FLOOR TO REMAIN THE SAME. EDGING - off= - - t N6„ p\/C / lr m -,7` -2ND & 3RD FLOORS TO BE RENOVATED INTO - - 50 T SOLIp WALL t i 1 >e. 1 i 1 . _ } VT_ -w- 5 TWO BEDROOMS & 2 ONE BEDROOM STAR _-- J+ RESIDENTIAL DWELLINGS 6" PVC UNDERDRAIN > 7 PROPOSED OFFSITE PARKING SPACES - % EXIS�I SRA & E v J - :- FOOTPRINT = ±6,168 SQ.FT. UNDERDRAIN CLEANOUT J FRAME - > C Q ADJOST RIM=14.1 D v n Co W/ FRAME & GRATE TIi�G T - r,� r �•. '"fit =- EXIS �, -- Jv RESET VERU C AL D - I 1� CURB RESET EXISTING n�DMH VERTICAL I CURB RIM: r, 1 rn FINISH FLOOR ELEV. = ±16.1 " _ cp D I�-I Q p CON CRE ALK = - _ - �z MINI CATCH BASIN -- >- . VERTICAL I CURB_. - C C B S N o t� o - ;. INVout• 11.3 (SEE DETAIL) its�� `r �� < I f� �� f-T, 1 �, E �., ti 11 .\�\ � r' <_�i � �/i I DMH l 1 \ �\ .-�_ - /� r [� -1 :n I I �', t` RIM: 15.6 9 r - �' ' l� �� 1rv�s . � \. Ir� `� `� ;1 �,; E-' - j I II 1Xi ll 1} t PACES i ll �1 �� `�\ ✓/ /�� i �' I% li r `` ' S / J f--1 1 I I C� ` 9 EXISTING ABANDONED SMH �� j` �,!/ / Jm i, s fr \ r. lBENCHMARKli ` + STONE BOUND �`� G-�'� WITH DRILL HOLED y . - F� ELEV:17.02 ,E, 1 _�_. > � I I I t E a \J j NORTH ' xx I ell _ X%x FL L - j! (- -� DMH �� l ~�� \ '� \, \ U i _ 1f �= �1 \ ,! RIM: �j � `� a of J 1 SMH r l` `l -`�-� �� r( 1 RIM: 16.93 � LSZ' Lo t CI DATE: 5-15-OG �� f \� __ - •._ �'o,� 018TEA�� ` /� 5GALE: I" = 10' GN STREET Al DRAWN BY: 5ML -- LL WASHIN LIC - vARIAgLE W TH I CERTIFY THAT THE BUILDING AND SITE IMPROVEMENTS FOR THIS PROJECT, GRAPHIC SCALE ' -"=�� -� PUB INCLUDING BUT NOT LIMITED TO GRADING, UTILITIES, ROAD WORK, DRAINAGE, 10 0 5 10 20 40 LANDSCAPING AND PARKING SPACES HAVE BEEN INSTALLED IN CONFORMANCE WITH THE APPROVED SITE PLAN AND ACCEPTABLE CONSTRUCTION STANDARDS.. AS2 I CERTIFY THAT THE IMPROVEMENTS AS CONSTRUCTED MEET THE DESIGN SHEET: 2 OF 3 INTENT AND WILL FUNCTION AS DESIGNED. ( IN FEET ) 1 inch = 10 ft. U U ' O �C� 1 -------------- f o EXISTING LIGHT POLE I STORY f 0 z \ BRICK BUILDING `-' EXISTING LIGHT POLE ` 1 STORY � , �,'\ �.� .\ � \ \.\ r \ � ` �� ,NN \ BRICK BUILDING 1 STORY (1) MALUS 'Centurion' U (4) MALUS Centurion ` BRICK BUILDING ` - (3) RHODODENDRON 'Nova Zembla' r: � VINCA minor 100 sq,ft. . r�� \ \ \\\0::`_ .�'� ` ` ` - 1 VIBURNUM licatum \ r VINCA minor 50 sq,ft. !!t -" O p (2) RHODODENDRON 'Nova Zembla' 11 tomentosum 'Mariesii' + + 1 Uj (2) RHODODENDRON 'Nova Zembla' Ll PROPERTY LINE (T I' _1_�.._ . - ° o ONGRETE WALK �� ° BRGOM�FiN15N G J LD> EXISTING fc7rr�1 j LIGHT POLE HOSTA 'Elegans' I� (8) RUDBECKIA fulgida 'Goldsturm' �\ I (1) GLEDITSIA triocanthos (1) SPIRAEA x bumalda Anthony Waterer STONE AND WROUGHT IRON inermis 'Imperial' (7) HEMEROCALLIS 'Nappy Returns' � SCREENING (SEE DETAIL) 1 (Iol) HEMEROCALLIS 'Happy Returns' 1� V HIGH DECORATIVE FENCE (TYP.) EXISTING LIGHT POLE - - 9 I I POLE MOUNTED LIGHT (TYP.) i i L NALL MOUNTED LIGHT Q REFUSE AREA ii N! 6' NIGH ENCLOSURE (TYP.) I I I l z o 0 N H w z N GARAGE EDGE O PAVEMENT (TYP. BAY pARKIN�' w a z o / 0 . w U m w v o z w 0 O 0 > PEA Q \\ w ►r O n Ey N PEA GRAVEL PEA GRAVEL GRAVEL o h O 1 0 a o ' E _ � a z " a REFUSE AREA 4` j 0 �., N/ 6° NIGH ENCL05URE jj� U (5) TAXUS media 'Hicksii' ' 1! CONCIRETE PAD j1 1(5) EXISTING STREET TREES MOUNITEID FLEC, O 1� TRANISFORMER NITH BOLLARD PROTECTION (4) CLz W fLU F-1 \�. J J � T-`";�� '3 { i{ C tr✓i '+ 9 R � V \,` �i !f ! �! � V 1 �'� L NORTH I r J? .�No / Q U ----- �� cl ��- �j DATE: 5-15-OG I CERTIFY THAT THE BUILDING AND SITE IMPROVEMENTS FOR THIS PROJECT, \'\ - �"` --- �� 0 ,� 5r ALE: 1" = 10' �l INCLUDING BUT NOT LIMITED TO GRADING, UTILITIES, ROAD WORK, DRAINAGE, \� -�' J" DRAM BY: SML LANDSCAPING AND PARKING SPACES HAVE BEEN INSTALLED IN CONFORMANCE \� f r--. _ Q_'` �f v i �l WITH THE APPROVED SITE PLAN AND ACCEPTABLE CONSTRUCTION STANDARDS. W-- }. I CERTIFY THAT THE IMPROVEMENTS AS CONSTRUCTED MEET THE DESIGN ' - " � 1' INTENT AND WILL FUNCTION AS DESIGNED. fr.• AS3 GRAPHIC SCALE 10 0 s 10 20 40 SHEET: 5 OF 5 IN FEET ) 1 inch = 10 ft. I Parking Deck & Light Trespass Study CA bo 0 oa 0a oo aA 0.a ao go O.o 00 0.0 0.0 00 Do 00 0.0 00 0.0 0.o (,a 0A CA Luminaire Schedule Label Description Lumens/La_m No.Lams Lum.Lumens Lum.Watts LLF Qty ' p° A o.0 00 0.0 0.a o.a 00 0.o A oo a'o.a pa 0.o b.o - 415 1 224 40 0.713 8 Lighting boundary for vertical light tresspass is set SB Bollard SE Sconce N.A. 2 1280 34.5 0.713 20 at centerline of public street per LEED guidelines. 0A O.a CO 00 OA �01 as a0 0 00 CA 0.a bA aA 0a as go 0.0 5.0 0a RA Downlight NA. 1 525 11.8 0.713 15 SC Wall grazer N.A. 1 1343 36.8 0.713 39 �00 00 00 Oo 00 00 00 00 00 + Oo 00 00 Oa 00 00 CA oA 0o a° 00 ao 00 0.0 � o Oo 00 SD Post Top 1352 1 530 100 0.810 , 8 a° 00 oa 0.o Oa o° 6 00� oat 0° oo 00 0a b.o bo 00 00 00 00 00 00 oA on o as 00 SA-1 Parking Pole NA. 1 13033 209 0.713 4 7Zo A SA Parking Pole NA. 1 20515 209 0.656 5 00 0a 0a 00 00 00 00 00 0o O.o 00 00 0a ha ao o A o ° 210 a o0 00 Oa oo O0 00 0o 00 ao 00 00 60 00 00 0A as o0 0.0 021 0o co OA 00 OA Co ao 0 00 bo A A b a ° 00 00 0.0 A 0.0 0 O0 '0 0.0 0.0 00 00 00 "TC-0.0 0 00 0a 0.0 Oo 00 0.0 00 00 00 OA Do 0.0 0.0 a0 0.0 0.0 OD 0.0 0.0 0.0 0.0 CA 0.0 0.0 OZ 00 00 00 Ito 00 Oo 00 00 b0A 'so ° o ° o Calculation Summary A Label CalcType Units Avg Max Min AvglMln Max/Min ao 0.0 0A 0 0 00 0a oa 00 00 0.0 00 00 00 00 00 00 oA 0.0 00 00 00 0.0 0o to 0.0 00 00 00 00 0.0 00 00 0.0 CA 0o 1�'0;�1 e, of as oa 0a c0 0.0 00 00 00 00 00 00 aA as 0° JOo 0A ParkiParkin Illuminance Fc 3.47 10.7 0.2 17.35 53.50 A ng - --" Oo � A'aa oo 00 oa 'oo 00 0.0 0.0 Oo 00 00 Oo 00 00 oa 0a 00 o0 00 00 00 Oo 00 0.0 as 'Do Oo Ob oa 00 oa 00 0� at o• 0, 0• 0, o+ oA o.a SA 'O.t 5., b.t 00 as oo 00 ob 0a ,aa bo Vertical Light Trespass Boundary Illuminance Fc 0.0 0.4 0.0 N.A. N.A. a 0.0 0. '°.° 0.0 0.0 00 0.0 OA 00 0.0 210 0.0 0.a 00 a 00 00 00 OA. Ob 00 0.0 00 0.0 Oo 0.0 0.0 0.0 00 00 0.0 CA 21.0 '°.• 02 212 21.2 0.1 OA 0.0 00 0.1 OA d, CA a, aD 00 00 'as 210 .,0.0 00 Please note:All indicated light levels are estimated.Results are calcullated using manufacturer's published data and third party calculation software, 00 00 0 00 00 00 00 00 00 00 00 0o 0o 00 00 00 00 00 00 OA 00 00 00 00 00 go 9a 0.0 00 00 00 OA 'as � - 02 ;3cC 0a a, 00 00 00 01 O2 II: 02 01 01 00 0A 0° to +OA 00 both of which are not independently verified for accuracy.Additionally variations in final fixture layout,specifications final dimensions and furniture/ _ JC finishes section can drastically affect the light levels. 00 0. Oo °.° 0.0 OA 00 00 00 00 OA 00 0.0 0.0 OA 00 00 00 00 Oo 0.0 00 0.0 00 00 00 OA 0.0 0.0 '0.0 00 0C 00 - 9 212 12 131 h 21.0 01 111 0.1 1)0 f0.0 00� SE Street Lights not included 00 Oo 00 00 Oo a, 00 0, 00 00 00 00 OA ba iA oA 00 00 00 00 00 00 c0 00 0.0 _ u DN 01 01 so 00 -- 213 b fir' 00 0.0 0.0 0.1 OZ 02 02 02 0• 00 00 00 00 0.0 0.0 ba .0 00. 0.0 00 'so 0.0 00 _-_ -__ OA 112 01 0r.. Ai., b o e Lt _ 0.0 0.0 0.0 b 0] 0.8 0.8 0.5 02 00 0o oA ,OA OD 00 00 bA Y- �_____;. '�� s p �22 b2 0.1 X31 L., 0.1 --- oe I.t SBb 0.0 '0.0 00 0.0 02 07 o&SD ;.0 a9 b.3 0o 00 0.0 0.1 bA 02 �31 A.1 01 u 2 0.8 0.9 t t 00 0.a OA 00 0.2 0.9 1.2 i., _ � p C 4.a o.7 212 ., 41 'A.+ 0,3 b.9 3 1.3SB 0. - SE 00 a.o 0o 0, 0, 03 0A 0e 0A 0.7 S.a as 02 It b, RECE71VED e.3 I2 b.0 b. � 0.0 Ob 0.1 a 0.1 0] 0] 0.3 -03 03 SB 02 02 02 0.1 03 12 Ib .� SEP 18 2014 00 0 0.+ 02 02 0.3 03 03 0] 02 to 02 01 b.e 1.3 DEFT.OF=LMS"lWG COMM!,3fV .'v DE�/ELOPMEN? O.o ., 0.1 213 OA O.J 09 0A 0./ 03 -: _ >♦ �P z4. aeNt�S `�� ;.0 03 OZ J• °. 0, �7� JELEV 'pN 21.2 6 - e 00 0.0 0,1 11 131 SDO, /., ;.2 0A OA �; ,s.SE 1A .2 5 �I05°'� °. 2 0.1 ® ES --._ - - i _ B• _a ;.2 bA O.2 0, o, O, 00 0.1 of is /.1 b.a ;.s ;, Qa CA 1, 107 ELEV __' 0.1 0.1 02 bJ i7 OA to 1.1 'O.t 1.2 is 109 DN - - 111 0.3 '02 ., 0.1 0, These drawings and all the ideas,arrangements,designs and plans indicated thereon or represented thereby are owned by and remain the o at 01 0.3 OA OJ bs is 0.7 OJ 0a a./ / SB is 0.9 02 '0`,-'7 0 A 0,�, property of Available Light and have been created and developed for use - --- 11 on and in connection with the specified project. 0.1 0. 02 0.6 OA 'to ba as 05 0.3 a7 iA, _ is 3] 32 3.e �P - 1� t2RA is OA 0.7 - p DN y 1 Neither this drawing,nor any;such ideas,arrangements,designs or plans ._ L 3,P 3A 3.7 1 1 1 0o i! to o ;., ;a i, s 0] - `12 a 431 bA �+ as a7 u !A is is 3., iA u u io a a{ J - - oA o3 ' shall be appropriated by or disclosed to any person,firm or corporation for O� SB any use or purpose whatsoever,except by the specific and written permis- o., 0.1 ;., bA 2131 33 5e� i7 � ---- 1-- _ i6 io is as i.l i+ ;a i., 46 is ;A 3.e is 33 i., io i., 1.1 3.7 i.6 i.1 i., is a 11� 1., os oa °1 212°, o+' sion of Available Light. ' r Written dimensions on drawings shalt have authority over scaled measure- . t. - OA 0.1 02 01 0.+ 0.1 0.1 o., Oa 0A bA .it, .. t1).., !v'►.1 2s 3A 331 !A lA 3A 3A 1.3 a8 {A {J !2 /2 1.1 3.8 3.5 32 i.a 3A 4.0 4A � Y � i1 '/.6 �., ments.Contractors and manufacturers shall verify and be responsible for -_ o REAKRO _ SA ---, all dimensions and conditions on the job and inform Available Light of all 01 SI 02 0{ 01�. \, / - i.1 i.1 aA i9 iA 77 10 46 21.1 Sa ae 1.e {J 1.5 is 3e 3s is 3.e 39 i! iA IA IA 5.0 ! - --- ' 2.! 0] 02 09 01 128 , - variations from drawings prior to performing the work. O., 212 oa b.! ba is ie 331 32 331 41 3.0 ;1 IA 5.5 5.1 5., ;A IA 1.1 4.5 11 39 79 4.1 42 i1 iJ Sk ;.e 1.e 11 0 ie 03 02 42 0., 0, These drawings represent visual concepts and suggestions only.Please �f1 rigidly observe all local electhical,structural and safety procedures and Od '01 02 01 b.6 1.0 ;A 33 is it 32 35 -/.1 4s 47 52 5.1 51 bt is 4A 42 4./ 42 i.t 42 i1 4A is 331 4+ 4.7 Is +7 0] 02 �' 0, �at codes.Available Light is unqualified to determine structural or electrical LIVEMI� K • S appropriateness m responsibility it r improper LAUNDRY : E ap ropri ess and will NOTr assume responsibili or liability fo '°., °., 0, 0.2 07 to SD a9 3.+ 5.1 -� iA 37 it 3., s 45 ;7 5.0 5.7 5a 5.1 iJ i.9 4.7 ;.1 i2 !, '1., i2 431 1.5 `II 41 47 4A _ ---- ,i Oa 01 01 b' at engineering,constriction or hlandling of these design concepts. 0 RA 126 I 109 _ - N 01 0.1 02 0.3 0.1 t.a pA j.0 I4 1.1 iJ U 46 ;.8 50 5.1 b] ;A 4A 40 i! ;2 ;2 i.1 ;2 ;A ;] ;.0 12 42 /.1 •-- LINE -- F, 05 03 02 0.1 01 fV1 ` 127 I 5 cC 0 a, 02 0.3 0.5 0.8 1A r 2a 1.1 as u Y 5.0 S] SA IA 43 4, 4A 4A 4a 41 4A 4.+ 4.1 34 331 36 34 it�'� L_-.-..___ - x22 03 02 02�'0.+ b., I. b.e oa O2 0.2 1' i 01 A A.1 b.t h.2 '0a e] 0.8 i.t iJ iD a2 Si i.0 I2 IA 4a 21J I&A ib 4.0 a9 40 i2 i2 41 iA 1A 32 a.{ 11 3.0 iA 1A , _ 'i ° 108 0.0 Cl '0.1 b2 0.7 01 SD '1s i3 i7 ,.00 1.1 11 i.0 is 1., 41 'U i., i1 45 SA iA 4.0 U i.7 'ao 3.e 36 3.1 3.1 it i5 ?J 1A 12 b3 b2 b2 'o, 0+ �1►' ' t-lVFN11t�'Rl� - SE 2131 .01 02 03 i.0 is q, 61 ,A �^ .7 i.A 1A it 3A 37 42 45 4.1 a.t b.1 4A 45 4A 4I 47 41 i., 1.8 am 32 i.7 i] i, ;A 41 �-.. 32 0A 212 212 b.t at 3 is • 21i RA iD ;2 to iJ 32 3s 4a 4.7 5., 52 212 is 212 i2 is 1.7 ;2 a 321 3.1 i7 i2 1A 'is 1.7 /2 -,� � QUEEN bA bA 212 is at o+ 02 03 0/ oa oA 0e ba' _-� 2 0.2 0A GA 0.0 0.8 0.1 12 ;] 1.5 iA i5 33 aJ a 4e U 21.3 5A is i3 i] 32 1.7 !, 331 7A 21 2A 1A 1] 1.1 od of -,: �7 _-. .. _ se., OA 212 02 IS -- 0 a �[ /f 0A 02 OS 0.7 0.7 1.1 to ;A // / j 131 1.8 131 1t i2 i9 i.1 4.1 421 iA 5.{ 6./ Sb 50 531 S] 5.7 1.7 12 831 7.1 i] 1.7 1.1 531 0.7 ba OJ 12 03 02 01 0., 01 /1 C /. QUEEN .1 O.t !3a 0.2 Oa 0.a 1.7 f7D 12 51 /, ] 1.7 to i2 i! iA i., iA ;2 4A i1 531 Its 5.7 SA 21.7 i3 i,, i.7 S i7 is i1 is ;.1 b.7 Os 0A d2 �/ 0� 0.8 Oa 02 b2 0.1 Rev# ate Description Light Levels are high here a RA LIVE O �, II i iTdl i' -1 • SE J a 844.001D 9 a31 / due to entrance t0 parking deck 0. 02 03 0.6 OA ;.0 ;.5 26 � � 103 , ;.6 ;A 1., ie 2A i2 3,7 Ia a0 SA i.1 5.5 57 5.9 6.0 5.0 5.8 52 t9 !! 7e 2.6 ,A ,! ,., 0.7 05 03 � � � 27 0.3 02 02 _ 0.1 °, Avlt lob# _ I1 , QUEEN 0.1 i2 21.2 bA 1.1 ;.7 ,J ;.t - UP /�� / �13.a 1A /D 2.1 is 3.0 3.7 4.0 4.2 48 i.1 55 S6 'S1 SA 61 'SA BA SA 5.0 1.3 3.2 2.7 a0 1./ 1.0 0] 0.5 0.1 d2 QUEEN 0.5 Oa 02 '01 01 �• sD � �'�� 05 of b., ,�02 as Oa 0e w i.7Q tit. 'SA ;32 It iA is i6 32 3A 31 3A u is 531 sA 59 SO Ss b.! iA 41 i3 3a i7 i2 17 ;2 oA 06 031 at ;.e O.s 212 a, at RCG LLC Aw //� / SE 212 ;e� 212 is 05 ;2 is Sy;, ,, ; SA 1.;2 ;A i0 i.3 3A 33 iJ 3/ 37 0 4., i.7 55 SA 5.0 i, is bA o45 1 42 i1 3/ i8 i3 t9 -1a ;2 D9 0.7 0..1 QUEEN --- -�-_y QUEEN 17 0a a2 02 4.a , 1 7 Ivaloo St Suite 100 `A SA r� 'a ba oA is a.8 is 53 RA is 0.7 ie 112 ;A 2A 2.3 17 3.3 36 3.1 35 /.0 4s 52 is 56 SA 52 4A M 4.1 40 37 3.1 to 22 10 6 ;.6 / ;2 Oe 121 -� 1nti bs 0a 02 02 0' Somerville MA 02143 n� RET , L-------� -aa T: 617.62 5.8315 i31 6A bA ba 7 t/ kit OA Cl IA 1.;.1 a 7 3.0 32 25 3.1 331 is 1.0 4.1 4.1 4A So 5.1 5.3 431 4./ 12 3.9 35 3.0 i! i1 it i1 3.{ 35 3] +7 SE 031 02 is iA is IA 1.1 13 3.1 51 I� 2 RA i 4 � ;2 1.! 1s i3 ;1/ 131 ;.5 1.5 2A i0 32 3.5 i.7 42 {A IS i.e 4e 4.0 4.9 4.1 iA 10 7.9 i2 21 i1 t2 23 'u 3.0 38 4.1 73 Q2ICCN '� QUEEN as 03 02 0� °III b] 12 131 i1 A i.7 ;A i31 it i.e 2., 7 1.8 17 io 3A 1.6 7A 3.1 3.7 3.0 32 4.1 '/] is 42 1.1 3.6 3] i.e 3.7 i6 is 33 i7 3.7 iJ 5.6 e2 5,3 QUEEN 1 03 to 0.3 02 J 0.1 0+ SE. is 12 12 i2 iJ is /i0 'to fA 21 is 42 334 '23 1A 1.7 i i1 i7 2.5 3.7 3.0 i0 32 36 37 v aJ i] 3.1 28 2.3 2.1 i1 22 i.a 3.1 4.0 72 1] ii QUEEN ;11 21 03 02 '01 01 AVAILABLE LIGHT � GZUEEN ' QUEEN I] 3.1 L ti / 49 is ie iA i.l\ /1.7 i6 3./ i.t 5.1 a.1 iU ;2 1.6 ;1 ;A i.0 12 i./ 15 IS 26 i.0 i.1 iA i0 35 i2 IA 7.7 ;.1 i1 i.6 3.1 '1.7 5.1 00 '100 iA .__- bb 0] 02 0, 0.1 0, 123�� 102 i.7 i0 SA�''RI 3A 4a 9.5 26 ;.e 10 � i7 3a a6 0 u 02 Dae 46 OA to ;a 'is ie 17 J 2A i0 i0 i0 Y0 2.1 it i.0 i.0 ;.7 11 12 ;] is Y.t 42 5.7 7A 0a 07 0A -- 1� i2 07 02 0 at 01 10 Derby Square #3 JG J U iJ iJ 02 a2 49 3,7 is ;7 is of,''-�� 1.1 it 3.3 4{ 5.0 7.7 031 '77A 0.0 OJ 0.0 OA ;., 12 ;J ;A 1s 1.1 1a 1] to ;.1 13 1A i1 12 iA O9 ;., ;A 31 l9 531 SA ;0.0 10!° 4A � ' ii 03 OS 0• °J 0., 0.7 Salem MA 01970 SA-1 QUEEN T 978,744.6800 CA iJ i! 5.1 so 35 3a is 1.1 OJ ie / 'is a7 a2 SA i2 'at is ;iA 0.9 oA 06 OA 0.7 oe bA iA bA OA ba as o8 bA a9 02 OA b.7 CA O.6 OA ;J i9 4{ SS iJ S./ 9.+ ;� ^1 24 217 ba 02 a O+ � J � KING ^� � info@availablelight.com ° Ia e tcom Q bA bA 7.2 5.7 3.8 Y.1 3.3 20 1.7 iA t.r�1.1 1.1 1.1 1.1 fA 'u 12 at 6.3 i7 L/.♦-1� 11] 0A 0A 0.! 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L i! iA 1A U 1.0 0A 0.0 0.7 IS O.s OS 0.1 2 Washington a t Dodge lA 111 03 00 0, 1./ i'A is !.0 22 i., bA 07 12 10 03 01 0.3 0.3 0.3 0.3 03 o] 02 02 02 0., it 0.1 0.0 00 _ _ Drawing Tttle ;2 17 - 0.1 is 3A is 0s 8.7 53 SA aA fA 0A 0A OA 0A _- _ ___ 0.1 b., 0.1 0.1 b2 02 212 212 b is 0.1 01 0.1 0.1 b., a1 00 bA 0.0 )A u o Calc Study Scale 1/162!=1'-022 Date rDr wing This Drawing Shows Design Intent Only And Is 17-September 2014 - Not To Be Used As A Construction Document Drawn by RAG • r-�.�� E i 3 L'1,4 DEPT. OF PLr"R'",^;n�& COMMUN'TY DEVELOPM_-N�T Parking Garage - Upper Level ' Luminaire Schedule Label i DescriptionLu em asll mp No.Lamps Lum.Lumens Lum.Watts LLF Qty PA Parking GarageN.A. 148 6609 78.46 0.705156 156 Parking Entrance N.A. 1 1 11350 143.5 0.M_� Calculation Summary 1 Label CalcType Units Avg Max Min Avg/Min I Max/Min Garage-Floor Illuminance Fc 8.27 53.3 1.3 6.36 41.00 Vertical Light Trespass Boundary Illuminance Fc 0.00 0.0 0.0 N.A. N.A. StatArea_Driveway Illuminance Fc 0.46 7.5 0.0 N.A. N.A. StatArea Entrance Illuminance Fc 30.71 1 53.3 8.6 3.57 6.20 LPD Area Summary Label LPD Units Total Watts Area LPDArea Watts/S .Ft. 4967.759 34178 0.145 i Please note:All indicated light levels are estimated.Results are calculated using manufacturer's published data and third party calculation software, A' both of which are not independently verified for accuracy.Additionally variations in final fixture layout,specifications final dimensions and furniture/ finishes section can drastically affect the light levels. i RETAIL RETAIL RETAIL REI. - - 1 205 1 206 20 204 ----- -44W: 6A 82 5.9 s.1 se 5.7 iA iA 7.7 '5.2 5AB.0 3.7 SA 5.0 2.3 18 1:9 *� 79 7., 8.5 'SS 'S9 8.1 58 Be 5.0 5.5 82 58 8A so i.3 33 2.6 i.1 RES. LOBBY r-�-&`S AH. 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'&a B.0 Be BB 89 8.9 AA S.3 76 BA 5.0 3).s ❑ ❑ ❑ ❑ ❑ all dimensions and conditions on thle job and inform Available Light of all ❑ s a _. > .' O --"� variations from drawings prior to peirforming the work. ii i0 63 lu iA 'PA as 82 i./ 7A iA 8s is 7.1 PA5 i7 iA 02 pq i1 i.1 iB RA to "B.s is p'/r i.e i.e io PA iA ae i.] ipq iA io as - r These drawings represent visual comcepts and suggestions only.Please s1 i8 74 7.3 's] 11s i01 '92 8s i.4 i2 7.7 72 73 7.2 BA 7.5 i7 '9s 9.2 i9 is eA 7A 8.0 i5 'So 7A Bs 9.0 8.8 as 8.9 8.5 '6.0 s.7 iA IM 'i. rigidly observe all local electrical,sttructural and safety procedures and O codes.Available Light is unqualified to determine structural or electrical 48 0.1 7.1A i2 11.3 9,0 iA is 10.1 8A iA BO V 72 7A 1.3 1A 5.7 IA iA iA is i.0 To 4.7 u 75 8.9 8.e Yo 8.4 i./ i2 ie B., 58 4.9 i1 sAOPE appropriateness and will NOT asswme responsibility or liability for improper i PATOB=ELtJv, engineering,construction or handlimg of these design concepts. I at 10 59 0.8 A2 i.! '8.6 iB i.1 iO3 7.6 is i.t to i.0 17 is IA s.a 0a i.s i.0 77 7.0 7A i1 ie "B2 8.9 iA iA i3 9.8 7B 'b9 Be i0 i.{ -- sA es i9 B.5 aA iq Die es i.+ i.8 Ja i2 i.1 Sa is is 55 9.5 8, io 9.s i.e i2 iA i,o 8.8 i2 i.s i.4 i.1 i1 i2 Be i2 it i] ;3e L5 ` F' / 58 iA is is iA to 8A 81 93 8.4 iA 71 5a 5.7 2A i2 51 ❑i13 11 ❑ ❑ ❑2 13 -es i2 '92 id i.a B.1 'as 8.8 88 93 91 i.0 i2 ii .1 is s 82i7 51 As ie P4, � e p 3 !' Z42� 52 8.8 01 7.7 iA i.a 8.7 BA 6.0 as i4 7.9 6j.9 B.3 5.7 i2 i.i PCTs i4 i.9 i.1 PA i.1 i.i is d.,A i8 i7 B.B Pel iA i1 i1 PA i.2 8A i.s -7 A i3 i1 332 `a- / 'f�� J I PA v 1 1 L 3.7 53 89 7.9 8.3 a6 8.3 82 i3 is is 73 6.8 PA 7A 6.0 81 iA ea iA iD 43 i.1 i./ 8A 72 8.o 84 83 is go i.a is i2 it -Be iA '57 it lis7 �^ 3. 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Washington at Dodge Drawing Title Calc Study Scale 1/16"=1 '-0" Date Drawing This Drawing Shows Design Intent Only And Is 17 September 2014 Not To Be Used As A Construction Document Drawn by RAGLLC 1 bA' �� I Parking Garage - Lower Level Luminaire Schedule Label Description LumenslLamp No.Lamps Lum.Lumens Lum.Watts LLF Qty PA Parking Garage I N.A. 48 16609 78.46 0.705 56 PB Parking Entrance N.A. 1 11350 1143.5 0.713 4 Calculation Summary Label CalcType Units Avg 1, Max Min Avg/Min Max/Min Garage-Floor j Illuminance Fc 8.37 151.1 1.3 6.44 39.31 Vertical Light Trespass_ Boundary I Illuminance Fc 0.0 0.0 0.0 N.A. I NA. StatArea_Driveway ! Illuminance Fc 0.47 5.2 0.0 NA. 1 NA. StatArea entrance Illuminance Fc 35.24 51.1 12.8 2.75 3.99 rMArea Summary Label LPD Units Total Watts Area LPD 28'-0" LPDArea Watts/Sq.Ft. 4967.759 33336 10.149 -- -- Please note:All indicated light levels are estimated.Results are calculated using manufacturer's published data and third party calculation software, both of which are not independently verified for accuracy.Additionally variations in final fixture layout,specifications final dimensions and furniture/ finishes section can drastically affect the light levels. RETAIL ABOVE BIKE STORAGE P103 GAS METEF P108 RTH BUILDI C' ROOM MECH. ELEC P100 - r GAS ��e93�_s- - -- RTES. LOBBY�"ELEV 104 is is e3 5A 5.9 e.0 53 53 42 83 6A Be i0 52 iss P102 YjCH. LQ 1, ft 7.4 83 5.5 8.2 8A 80 Se 1.1 e.5 B.1 71 59 52P1f� ❑ ❑ ❑ .� __ bA PA is 7A B.1 7A PAe.1 BA B.0 5A 6.1 7e PA i.4 7s SA ELI:. f1 -- 112 bA 9A i4 63 i.3 9.1 7A 5.3 7.9 ea 6.7 8.3 9A 9.0 7o is 6.3 - These drawings and all the ideas,arrangements,designs and plans u 'L1 111 9.e ;0.9 ;o.1 91 ;11 92 B1 is 67 es 91 BA 8.e 9.o 9.7 'too is ib e3 6A indicated thereon or represented thereby are owned by and remain the property of Available Light and have been created and developed for use 7A e3 ie ;05 ;02 9, i1 9.6 Be 12 iA 78 B.o B1 7e e., 'e.7 B7 69 7A 7PA BS on and in connection with the specified project. ❑ ❑ ❑ ElNeither th s drawing,nor any such ideas„arrangements,designs or plans ,9 11 71 0 i3 D.B 9.0 O? 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Calc Study Scale 1/16"=IA Date Drawing This Drawing Shows Design Intent Only And Is 17 September 2014 Not To Be Used As A Construction Document Drawn by RAG LC Parking Garage - Lower Level Luminaire Schedule - -- - Label Description Lumens/Lamp No.Lamps Lum.Lumens Lum.Watts LLF Qty PA Parking Garage N.A. 48 16609 78.46 0.705 56 PB Parking EntranceN.A. 1 11350 143.5 0.713 4 Calculation Summary LabelCalcType Units Avg Max Min AvglMin Maxhl in Garage Floor I Illuminance Fc 8.37 51.1 1.3 6.44 139.31 Vertical Light Trespass Boundary Illuminance Fc 0.0 0.0 0.0 N.A. N.A. StatArea_Driveway Illuminance Fc 0.47 5.2 0.0 NA. N.A. 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N.A. / ao aba 00 00 00 00 00 0o bo 00 0o b9 00 0.o b.o io b.o bD b.a o0 0o bo bo oA bo oa bA bD bA 0.o i, b., b, o+ it iu i A b.1 b.+ b.t bo ba oo ao ae Oa bo 00 Y ^ ,, / 0.0 o OA o° OA0.0 '00 0.0 0o b° 0.0 a0 0.0 0.0 0.0 b° 0.0 00 -oA!_3r --'e.� b.0 0.° Do bo o° O.a oa o0 0.° 0A OA4fD -~0.1 01 02 0.: _ µ b.° b., 0.1 'oe 'o., b., 00 00 as 0° o° .+'°o Do / 28'-0" -Please note:All indicated light levels are estimated.Results are calculated using manufacturer's published data and third party calculation software, 00 00 a 00 00 ao 00 oa 00 00 a0 00 00 be b0 be b0 oe bA ii bb bA b0 00 00 00 0A be0A aD 0e 0ei, 02 1SEbA00bA 00 b2 b2 b2 bt a0 00 00 00 +00 ba both of which are not independently verified for accuracy.Additionally variations in final fixture layout,specifications final dimensions and furniture/ --finishes section can drastically affect the light levels. 00 O17� as OD 00 Oe 00 ao 00 00 c0 00 0.0 00 Oo Oo OA OD 0.0 04 bAobA iA is Tu io iA bA iD bA bA �- : --=. 01 ;3 SEt9 b2 a+ 0., 0, Uo 100 00 .Street Lights not included .00 00 0a 00 00 a, a1 0e 0, aD 00 00 00 bo bo 00 0e bu 00 00 0.A u bA bA N 42 b, 01 01 Zoe be 0.0 0.0 00 O' 02 02 02 02 0.1 0A be 0.0 010 04 00 00 00 0A i b0 �A i0 bA - _ 0A 62 0 'o"f x.+ o., be t.1 i. t` SE 0.0 0.0 00 0, 0.3 0.6 0.E 0.5 b2 OA-- _b,0 bA 't0�� x',00 00 oe b o 2.2 as at a 00 0.0 bo bo bx '0.7 0.5SD i.a o.9 b.J bA b.e bA - ' -I 0.4 03 02 oft., o., �b.2 b8 b.9 C 1.1 so 0.0 bD oo 02 0.9 12 i.+ �� ` iA b.7 02 0+ 11 0.1 o-7 SE bD be be 03 01 03 as 'as as o7 io as e2 01 , at OFF CE b3 td be . b.0 04 o.+ o.+ at 03 bA b3 0A b.3 - SB b2 02 b2 ,3 1.2 ib ' 00 0. 0.+ 112 b2 03 03 0.3 03 02 m u� 02 01 o 92 L3 � bs 0.0 -.t 'at OJ 0.e 6.7 OA 05 0.4 07 < :Y:atr� 1.0 0.3 02 0.2 01 ELEV pN b. o ba, O.a go 0e 0.1 i.o s4�7 2 o.e 0.9 ES. 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A o, property of Available Light and have been created and developed for use el o. ba bo oA iA to b.e b.5 03 03 is -- "-- 11 I -' -- � - ---._ �.�. i2 is 3: 3.0`UP �i i,l�I ?I� _ a,� iA oA 0.3 o, 1 a, on and in connection with the specified project. r SD 'f=_ --- - - - DN L 1 L Neither this drawing,nor any such Ideas,arrangements,designs or plans 0.9 0.4 ;D a3� 1, ;3 2., 5 03 _ u is iA sA is i.7 u iA i. 3.3 i, z.9 it u is i2 i.! i� IiA 5f i9 3.7 al b3 aT a0, shall be appropriated by or disclosed to any person,firm or corporation for B SB any use or purpose whatsoever,except by the specific and written permis- �9 _ L '0.1 0.4 1.1 b.0 be 2A 7.SRA 37 `, --_- - - _ !! - _ ��1L - 7.e 'Lo 'U i5 i4 '4./ is 5., 'u is ie iA i5 33 3.t 3.0 3., 3./ i.r 'to i.+ i1 i3 i.3 i.1 05 03 0., b, o, son of AvailableLight. 1297 _ Written dimensions on drawings shall have authority over scaled measure- o., Oa 0A b.e i, is RA,4 2a is i.e iA io SA 3.9 43 4e i9 i.0 is 1.2 4, 3.e 3s i2 33 is iA ie 40 42 i.2 ie BREAKRO bA oA 02 01 a, o, O SB ments.Contractors and manufacturers shall verify and be responsible for I Al b2 04 03 02 i.1 i.1 it 31 iA i7 4.`00 4e 's, 53 iA 4e i3 45 i3 it 35 is 3s 39 i$ i, 40 44 50 128 � " SE2./ 03 02 0.2-is � all dimensions and conditions on the job and inform Available Light of all variations from drawings prior to performing the work. 0.1 b2 0a 0.4 03 is 20 20 i.2 is 4.1 i9 42 4e is 5A it lA 4A 4A 41 i.1 iA is 4.1 42 i.7 i1 ib /.1.` b.e 0.3 O.Z .02 01 SflS These drawings represent visual concepts and swggestions only.Please b, rigidly observe all local electrical,structural and safety procedures and At 01 b2 04 bA ;0 15 111 23 2A 2.e 32 35 i.1 4.5 '/7 51 01 iA 5., 5.0 iA /1 U /2 4, %2 i1 1.! iA i/ 4., 47 1.1 b3 b2 codes.Available Light is unqualified to determine:structural or electrical SID ' LAUNDRY t • SE be appropriateness and will NOT assume responsibility or liability for improper -2-, 0.1 Al 0.7 '13 0➢ ].1 59 A to 21 7L7 7J 3., io i5 i, 5.0 52 5] i., 19 IA 1.7 1.1 '1: 1., 1.1 12 15 is '{2 i! 1.1 1e - __ ;7 a.3 02 0.x engineering,construction or handling of these design concepts. 7V1 � 126 � 2 at 02 0.3 be i3 i4 24 31 3e is iA U i0 SA SJ 40 iA 4.e 44 /1 u 1.1 u 4.4 4A i0 1x 12 47 -� LINE 05 0.3 02 as \ RA 2 127 5 \ 02 *0 J 0.5 bA 1s 23 it 3s 4.3 '44 so is i.! 1.9 i3 Lt ll {.1 iA i., i.o 1., 1.t 3s 'Ss 3.e 3e 35 � __ � • $E22 03 02 0.2 i }I 2 b2 0.3 0.7 0A 1.1 iA / 1A is it is U 4.5 4A i3 iJ IS i.a 3A 4A iJ ^12 i., 40 iA 3.3 3.4 3.1 30 2.9 21 �F - / (QUEEN Is ba 0.0 '0.1 0.1 02 0.7 Oe SD .5 23 27 10 ;A 21 i0 34 4.1 4A 47 i1 it 4A SA 39 4.0 4 43 '40 39 i.e JA '3.1 2A 25 23 23 L- I_ 12 0.8 02 02 :,, 0+ SE /1 �1 b.1 01 b3 1D ;s 451 ;0.7 10 1.4 iit 5.0 i.7 i2 4s 4A 5.1 i1 4.A 45 4A IA 47 4A 4.1 is 3s 12 i7 23 2.1 1.s 17 2.2 0.4 02 02 a.t 01 3 °�. O2 0.3 '01 OA OA bl RA 1A 11 U 21 i2 7.J i.a 47 b1 52 Sa 54 i1 51 i3 47 42 3.e iA 3.1 i7 22 iA ;s 13 't2 QUEEN 'as OA b2 02 0+ 012 b1 03 04 oe 'OA iA 112 13 1.5 ;A 25 1.3 3A 4.5 4A 51 53 i./ 5.S bA i3 S2 17 4.1 3.5 i3 2.7 10 to 1.3 1.1 oA O7 SE 2.1 OA 0.I u 0.1 01 Oa 0.7 1.1 1.4 11 j 15 111 ;A 11 22 2A it 41 Is 5.0 54 5.4 it 5° SA i3 it 47 42 i/ it 23 ;7 1.1 OA 07 Oe 05 . � QUEEN '+2 01 02 �A n, 01 1 c TME DN i ,M b2 b3 o.e i3 fiD 2z 5, i., a' f.1 i;A i2 i1 2e 3., 5.e i2 IS 5.1 5s 5.e i.7 's.e 5.7 5A 51 i7 i3 i7 i.e 2., s ±., 07 0A o4 lUt� � �r'?F � oe oa o2 01 as°, 0 Rev# Date DeSCfIpt100 nULLight Levels are high here a � � a due to entrance to parking deck a � / � I. �' � � � � � � - � 844.001 a.2 oa Os oA ie ,.5 2.e e4 to a 2., v z.e is v Ia Ie S.o s.1 is s7 5A eo so s4 52 i.9 I4 is ze ,A +A a 07 05 oa n3 o.a os o.2 � AVIt Job# QUEEN QUEEN be b2 Al aS 1., 17 i5 'is 1.J ;5 1A :t.1 is 3.0 i.7 1.0 11 4.0 b.t 5s 5.6 SA 00 0.1 'S/ 51 i.0 'S.0 1.3 J2 33 4.0 1./ 1.0 b.7 0.6 0.1 02 Os b.3 b2 i� SD --- 105 - 0., ,02 02 b3 its 20 27 22 0.0 11 1/ to i2a 2A J2 is ].7 3A 13 4A is 5A 'so so so s4 4A 45 '1.3 1.1 3] 2.7 22 1.7 11 02 as AS i2 0 --- --_---'-.. 1.s 0.3 0.2 0.e {_ , • SE RCG LLC 'LL 12 Fla 02 03 0.5 12 34 e.� j' 0.9 12 ;1 20 23 2A 7.3 ie 31 37 O 4.1 4.7 6s i.9 i0 it is 70 oo 4., 41 i.1 i./ 2A -23 1A 1.5 12 0.9 07 a4 QUEEN ` 1.7 03 02 b2 AS 17 Ivaloo St Suite 100 SA SA 1 QUEEN (� b3 0A 05 0.9 23 is FbA a.1 09 12 1.s 2.0 ;2J 27 33 is 3.1 is 40 i5 52 is 5.o SA 52 4A 41 4.1 4.0 3.7 3.1 2A 22 2.0 1A is ;.4 ;2 0.9 - - 0.5 b3 01 b2 _ Somerville M A 02143 1` X104 �A T: 617.62 5.8315 it bA ie 0A 1.7 1.1• RA j OA bS to 1.1 13 1.7 i 1 22 25 3A is 5.e 40 4A 41 43 50 54 15.3 it 41 42 is is iA 2.1 2.1 it 24 i4 25 23 1.7 M SE-2,1 03 02 3' is bA bA 1.0 1.1 1a i.1 ss" 11 ;A i.5 iA iA i3 1A 1iA 20 ie 3.2 3S i7 42 4.4 i5 4.e 4A 4A iA 4e 4.4 4.0 3.e 32 2.7 24 22 23 i.9 3.e 3/ 4, is (,�UEEI�I QUEEN ea 03 02 °A RA - - pA to 12 1A 21 1J, 2.7 1.0 is `27 is i1 1.7 1s '1.7 10 2! is 9.0 31 7.7 7A 32 4.t IS I3 i2 1.1 3s 33 2.e 2.7 2s 23 2a 2.7 3.7 4A 5.o 12 5.3 1 22 103 to 03 0.2 OA 11 is is iA i4 i1 2A 1A 1.a iA 3A 12 4.1 i.! 22 1A 11.1 1A 21 23 i0 27 3.0 30 32 3A 37 i7 30 33 3., 2.0 23 2.1 21 22 25 3.1 40 is 72 i.3 73 I-- 32'-6" 32'-6" tee �2.1 b.3 0.2 / _ AVAILABLE L QUEEN 7 QUEEN A E LIGHT 12 23 3A is 4A iA L to ;., 1.7 2A 3.4 51 5.1 i.t 4/ is 2a 12 1A 1A 1l 20 21 24 2S id L L Its 21 2A 2.5 22 i.e i.7 1.7 A 25 i.1 17 i1 00 00 60 ____ � as 03 02 0A 102 37 5A 7° I iA 4.e 3.5 2s is iA o7 /iA 2.3 3a 4.e as i3 i2 is 4/ as '*to i3 is i.s 1.7 19 20 20 20 2.° 2.o i1 2., 20 20 17 iA ;2 'u iA 2.e i1 b7 7.e 03 ;°7 94 � 12,j SE 22 03 02 � bA 10 Derby Square #3 7 ILL MIR, \ie is 93 $1 i1 4A 3.1 1e 17 10 as '1.1 2.1 13 !A i.e 7.7 iA i4 7A 0e bA AS bA 1.1 12 fa 1.4 1.5 'tA 13 13 1A 1.1 1s 'Is 1.4 12 10 to 1.1 ;A 32 49 5A is 10.0 ;0.40 1.4 J 10 03 02 Oi Salem MA 01970 SA-1 ba T 978.744.6800 i/ 91 9.B 8.4 e.0 5D 35 2.3 1.5 1.1 0A OA / ,D 27 '11 5A 1A i.1 is a fA AS OA 0.0 OD 0.7 OA G9 to 0D - 0.9 bA 0A GA aA 0A 0.9 0.7 0.e 0.0 0A to 2.9 44 i3 Ib B.1 0.1 ,b 0.7 0.3 01 at 0 KING info@availablelight.com Q 9A 09 90 72 07 7A 3.0 2.3 2.0 1.7 1D 7.! 1.1� 1.1 1.1 1.1 ;A 'u 12 5.1 0.] i7 i(/1 1�7 1A bA bA 0.4 b.4 "as b5 bA 0e b.5 es a.5 a.4 0.5 Os b.5 05 0.5 b.4 0.4 OA Al 12 22 i7 iA 112 7.3 i.9 10 101 i.� SE21 03 02 01 b.tl availablelight.com 0.1 to i.3 is 32 33 i3 2.9 2.7 2.3 2A 21 1.7 1A 1A 2.3 is SA 7A 7.7 0A 1.0 bs bA OA Oa 0.3 e3 03 b.3 0.3 es 03 b3 6 OS 0.] Oa 0.3 52 01 bgC 4J La�� 13 0.e 02 01 0, 01 s 0.1 �1v Project - - - - -- -- __. -- -- -� 9 iu iaA i4.e 15A its Its ia2 ioA i.t 2 iA Je i4 i.7 42 so 4e 43 4.0 iA 3.e 2A 17 1.7 1.7 '2A 37 4760 Ipy 105 1e.3 '79, 216 234 27.1 xJA 24.1 N.! 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This Drawing Shows Design Intent Only And Is 17 September 2014 Not To Be Used As A Construction Document Drawn by RAG Parking Garage - Upper Level Luminaire Schedule --- -------- Label Description LumenslLamp No.Lamps Lum.Lumens Lum.Watts LLF Qty PA Parking Garage N.A. 48 6609 78.46 0.705 56 PB Parking Entrance N.A. 1 11350 143.5 0.713 4 Calculation Summary Label CalcType Units Avg Max Min Avg/Min I MaxlMin Garage_Floor Illuminance Fc 8.27 53.3 1.3 16.36 141.00 Vertical Light Trespass Boundary Illuminance Fc 0.00 0.0 0.0 N.A. N.A. - StatArea_Driveway Illuminance Fc 0.46 7.5 0.0 1 N.A. N.A. StatArea Entrance Illuminance Fc 30.71 53.3 8.6 13.57 6.20 LPD Area Summary Label LPD Units Total Watts Area LPD �. �- I. LPDArea Watts/Sq.Ft. 4967.759 34178 0.145 I � _ o Please note:All indicated light levels are estimated. Results are calculated using manufacturer's published data and third party calculation software, both of which are not independently verified for accuracy.Additionally variations in final fixture layout,specifications final dimensions and furniture/ finishes section can drastically affect the light levels. -e. 2c� RETAIL RETAIL A-932 J � RETAI rrr � � .�fi► 0� - ___ 205 20' nl 4 203 0PEN z-� UP TO BLOW �ELEV I T----�--�� 8e .0 ��o 1 8.1 s8 5.7 5.4 ;A 3.7 61` �6.e 8.o 17 sA is Ya Is --- 1 / is Plus_ /RES. 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WaShlrlgtOrl at Dodge Drawing Title Calc Study Scale- I/ Date 1 . g This Drawing Shows Design Intent Only And Is 17 September 2014 Not To Be Used As A Construction Document Drawn by RAG _ I MORNING ( 10 AM ) NOON ( 12 PM ) AFTERNOON (2 PM ) DUSK (4=5 P U Z 7- A LlJ W U a r cn U) U U) r ry _ , U W l I I �I � — — __--- r M7 MUS c� 1 100010 LL Uj . { i r - _w r � . u I •�I-1 I - l` 11 { I . rZ U) -- Abr > ` L LJL ♦ - W . r. F- rt ro . O I = N CD Uj , I . ` a . 1 , Z _ caw 77 Solar Studies y Y. 12" = 1'-0" A=91Shadow Studies SCALE: 12" = 1'-0" i t� WINTER SOLSTICE FALL / SPRING EQUINOX SUMMER SOLSTICE JIMO F" n .l /^j O: sn&�J99�H. r`:'$'h'Sx"'ss .. V N _ II � � � � � � E CD o � G � 1 , i Q i f � w I s' ., Jo ' . v 40 AIN 74.UA V� , i i yy I kr < i I r Y e E L t 4 r 3€€ q. r • a s , . a - I , mn r _ t . h I .. + � 4 , { ; - WS -1 I i z o: !4 S. t x * low- `E X. �,><'"`a . •rte;.b '�°` "y,,.k ,. 5 .� __ - s'g, s * ^r;;_"` m.c'x}' �( ,� . .�:. •�- :" ,•" - . y�?� � � -Fi"�-'x'ilu� �� ,F^.�.:.. •rpt �# � 8�;;� .>. '.j: t 0. , P. Tw a- c/), D _ CD VuLt N r I - - I . 7�4 - i , a kt<` COPYRIGHT KDI©2012 ARCHITECT: KHALSA DESIGN INC. Salem Dodge Area Master Plan t 1 I t. I l9 i ti's., " y Q ,'1 • :Z'y �., y N (j 2 STORY ��1\ S. uearPad p' t,t��\ % .+ "Y '' m m U a 4- BRICK I 1 i - % 1e, '`- BUILDING stthasctiilco. 1,-':AV'10m I ` 3---=Ftdatal5(__ O I� t _ I{ .. to 1 STORY ��_=1rww►*�} ] +i, �\ ¢' �1..- a �� +.. BRICK t_ E:a�oeat I r `i `\; g.•-� O �~� BUILDING "1 SITE —�'pnlSt_r moi$ ry4i1,t W 11ort!+enl9t -- 2 STORY J S stI N BRICK 3 STORY _ _ BUILDING �. BRICK ` - ,sY , �L- -- _-_ s 04 BUILDING •s #LP Lu cn o;e LOP ,\ �i , l• , AL _ PUBLIC VARI L� � � i a x� 't�� -�.L,r• ill ! �- �� ';� i I 1 �—slw"d' COBBLE U ABLE r b'_.,•I r If r I I — - I = STONE ti._r i Gi $ __4 �. _ _ tr U �, w ::,'? �-F r( I ��_—pay,9l W ...�_.. �' J � _"� � �+ �e I � PAVERS -. 0AID f _ / LOCUS MAP > •._ : o 0 D COBBLE o a c o � STONE f PAVERS LP _`y 0: In 1 STORY a a / o 0 BRICK ��_ ati , m m BRICK 1 BUILDING BROOM PAVERS f FINISH o I / OWNER f APPLICANT: z z I CONCRETE f 1 STORY WASHINGTON AT DERBY LLC BRICK LP ' / C/0 RCG LLC a a !� f f BUILDING / 17 IVAL00, SUITE 100 w w 1 COBBLE SOMERMLLE, MA 02143 a m f BRICK o LP STONE 1 STORY SLP 1 BRICK / / ESCRD BOOK 27060, PAGE 496 0 0 I PAVERS PAVERS BRICK BUILDING / // GENERAL NOTES: N BUILDINGr w w f / { 1. TOTAL LAND AREA =31,746 SQ. FT. (0.729 ACRES) / W LAWN / 2. THE PURPOSE OF THIS PLAN IS TO SHOW THE PROPOSED IMPROVEMENTS FOR THE PARCELS z� •a ,� LOCATED AT #31 FRONT STREET (34-0425-0), 126 NEW DERBY STREET (34-0423-0), #155 0 0 COBBLE ± i / z� WASHINGTON STREET (34-0426-0). I 1 1 STONE v t :'::a O -` co to 1 PAVERS p p _. ...a:::;wa.:::..::•:.,.... / v ., < N N 1 STORY m : ° A 1 . 3. ZONING IS B-5 DISTRICT, CENTRAL DEVELOPMENT: RESIDENTIAL USES OR RESIDENTIAL USES OR BRICK 1 STORY l o BUILDING BRICK COMBINED RESIDENTIAL COMBINED RESIDENTIAL b p LAWN AND NONRESIDENTIAL AND NONRESIDENTIAL STONE AND BUILDING ' WROUGHTIRO w>r WALL MOUNTS O� -'o USES EXISTING BUILDING USES NEW CONSTRUCTION SCREENING !I gam'' ,�J LIGHT (TYP.) ZONING: REQUIRE PROVIDED REQUIRED PROVIDED x MIN. LOT AREA SF 2,000 6,168 2,000 25,578 0 c BROOM ;`• w §: - MIN. LOT AREA PER DWELLING UNIT (SF) N/A N/A 500 1,066 N a BITUMINOUS aWv\ "� , ..�: FINISH PARKING LOT - CONCRETE CONCRETE mow,;;°- ......:: LANDSCAPING a _ ) .,, 36 SPACES REFUSE AREA FOR �a „ 1 STORY MIN. LOT WIDTH (FEET) 30 N/A 30 N/4 N o e , s PROP. RETAIL BRICK MAX LOT COVERAGE BY ALL BUILDINGS {:6 100 100 50 44 POLE MOUNTED LIGHT TYP. .:� BUILDING - MIN. WIDTH OF SIDE YARD (FEET) 0 0 5 .5.9 < Z g BROOM FINISH CONCRETE z N ( ) & RESIDENTIAL .•-mss. __ ,' — MAX. HEIGHT OF BUILDINGS FEET) 70 ±33.5 70 ±48.6 0 H l BUILDING W/ 6� MAX. HEIGHT OF BUILDINGS STORIES) 6 3 6 4 0 z o ° I� °° — MAX. HEIG;.T �"" FENCES do BORDERING WALLS 10 6 6 6 a o 0 STONE AND _ HGIH ENCLOSURE i { c a .. a +:. FDC r — FLOOR Ail.# r,AT10 6:1 3:1 3:1 1.71:1 WROUGHT IRON s, i 0 ►� r GAS SERVICE U SCREENING § , bt x - CONCRETE WALL MOUNTED '�.f o REGULATORS ` BITUMIN COVERED .. j / 4. PARKING REQUIREMENTS: Cl LIGHT {TYP.) NONRESIDENTIAL USES IN THE B 5 DISTRICT ARE NOT REQUIRED Ti0 PROVIDED OFF—STREET PARKING �. I ENTRY RESIDENTIAL Q 0 I A I RESIDENTIAL o PEDESTRIAN a x 6R [!DOR LP 1 SPACE PER DWELLING UNIT FOR EXISTING BUILDINGS ® 7 UNITS: REQUIRED = 7 SPACES a Om — V NISH CONC r ESIDENTIAL " ! : ; FI~- �_R 2 PROVIDED = 7 OFF-SITE SPACES H h PEA GRAVEL ��- I PEDESTRIAN 2 I "' ` '' DOOR 1.5 SP,6;CES PER DWELLING UNIT FOR NEW CONSTRUCTION ® 24 UIWITS: REQUIRED = 36 ON-SITE SPACES < o k: del'I::• :. e PEA GRAVEL as .k. ::.• .: _ a ,o � � PROVIDED = 36 ON-SITE SPACES '� w 5 BAY PARKING GARAGE a U H w z PEA GRAVEL 5. LOT COVERAGE'S: m x DECORATIVGH RETAIL &E RETAIL SPACE m TOTAL LO` Awa = 31,746 sq.ft. z x PEDESTRIAN L O o a J •\ BUILDING R.,C�` hIEA = 17 233 s ft. ,r r FENCE DOOR TO PEDESTRIAN �_ sq.ft. w ° EDGEWATER CAFE RESIDENTIAL DOORS s PAVEMENT 9,920 sq.ft. i U 3 STORY f2C w q• BRICK y IL DOOR 'TO PEDESTRIAN , ' ` , SIDEWALK & CONIC. PADS _ 2,330 s ft. DOOR V X GREEN AREA f7.1X t BUILDING O a REFUSE AREA FOR PASSAGE ' ,. (NOTE: THIS PROPOSAL DECREASES THE IMPERVIOUS AREA' Z EXIST. BUILDING W/ TO INDIA (PROPOSED 4—STORY �& BY 4.1% FROM ;THE EXISTING CONDITIONS.) Q' U 6' HIGH ENCLOSURE "(MIXED—USE" O m CONCRETE PAD rMIX�ED—USE80 BUILDING :_ An z c� ? PROPOSED RENOVATION OF MOUNTED ELEC. 7. THE PROPOSED BUILDING IS TO BE SPRINKLERED. a ,, TRANSFORMER FOOTPR(Nr = 11 075 SO.FT. 2 STORY a Q EXISTING 3—STORY WOOD BRICK BUILDING :36 PROPOSED PARKING SPACES Q ` ° BRICK 4 p -1ST FLOOR TO REMAIN THE SAME. FINISH FLOOR ELEV. _ ±15.6 Q'� r BUILDING RETAIL SPACE V �Q '" N -2ND do 3RD FLOORS TO BE RENOVATED INTO PEDESTRIAN N PEDESTRIAN (5) TWO BEDROOMS do (2) ONE BEDROOM DOOR FOR DOORS RESIDENTIAL DWEWNGS PASSAGE TO �J 4. INDIA RETAIL SPACE O m� ,E 7 PROPOSED OFFSITE PARKING SPACES PEDESTRIAN BROOM DOORS C► QJ r• FOOTPRINT = ±6,168 SQ.FT. _ ' FINISH CONCRETE ' f II� BROOM FINISH CONCRETE BROOM FINISH CONCRETE _ s 11.4 i COBBLE STONESe+ LP LP LP #LP / BRICK ,4w d 3 6 e l em.ro .,. af,....... FAVERS BRICK e E PAVERS BRICK %, :,NP / o PAVERS b , 4 � / COBBLE STONES r, �f LP BUS STOP �� Q� e PARKING LOT SHELTER 9 SPACES METERED SPACES , b ru Ie + tt q 6 se rg P , b ' ................a , ,i A s. a • a / it, � 8 BRICK pq� COBBLE �' /., H OEl ERS ° -�, PA✓E S O STONEF-� G - X WASH/N T01V ,S LPA -- / - TREET o PUBLIC — VARIABLE Wlpm F"� °e° A 5 : 15, ° .a_.,e; as .xz,.-.: kzw&,u:..,,cue .i...x€ssr,a NEA ..,.�. •a n. 7#h �9' • lttt DATE: 11-2a-o-r GRAPHIC SCALE DRAWN BY: B� PLAN N I ISI<3 c ,"., 20 0 10 20 40 T APPROVED b ( IN FEET ) ITE PLAN SHEET: I OF II 1 inch = 20& i • r ::)r VTI r Ourwrrv(j 1 U DRAIN MANHOLE z ) �y , >p E /, U �,V RIM:16.21 0 rq ! j/.`' 8i°oo" ;¢ ih sly 1 \:�,y+'X51 v };�_ '/ O s�lw" rR.il ti q" 1 Y 1' r _ L6 y SEWER MAN a LE (D CATCHBASIN 1�r RIM:14.74 SEWER MANHOLE RIM:13.00I! 1A tie�l�mcansnon. 1 ',�'• m !1 CATCHBASIN �� -_- vt, r , v ",. ii°1Y`�j n RIM:14.44 J 8" IRON � x13.22 _��idwil _ r--- -`_ .-�' ! --'�0°lx ►� 1\� 0 S j - ----------- - cr�ssn:''. 0 04 Q IN 6.94 O S IRON 8" IRON , I iii - sl=_ �; I, t�'; � �• •��`-',� �t '; 2 (� , V:6.79 �✓ CATCHBASIN I I ! II �I - to f p 6 co ' INV:6.81 S ❑ ! _ ) Ir - - r _ .. O o z CATCHBASIN '._"�^- D ,,"'.--�_ � i cy.sel sr�- t t�ill, e+ •% 00 BOLLARDS 8,r 10" IRp - $ IRON SEWER N IN� r SITE -F,a,,sx ;; .i . • I ", P POLE MOUNTED LIGHT S 1 J M- tn � CATCHBASIN S ~ •� -_ ; t . _�� I -'�e___. '' k•' 00 RIM:13.96 13.27x , :t� xat } L-� t 4,1 � z SINGLE-STORY BUILDING \ v} '�- V _f.•" -- r +er.l.l 1 1 �-�e6et�o�l•�----�`--_ t. I POLE MOUNTED 4 r L- - t_ C I SEWER MANHOLE E RIM:16.27 r_r Meerd _- - r O � �, a �- � �,_ III ua SMH 4 co y LIGHT � Yair+y^�i i ,- � f f ��''�,�� rf °`91� RIM:14.54 `t SIGN PROPERTY 1'\' ' L , CiJ ROPER _ si 12" C.I. PIPE ? (TO BE REMOVED) TY LINE - k �° t� _ r .� ;`1 i THROUGH SMH + T ,F.�' t I I zso yds AT ELEV: _7.0 cn c� �k ' 1 '= --R°"s!;. r -~ �9Q�bo7llcw r s°�ov�0. O O� Z - I O q z LOGU5 MAP `� Q �r$ 12"C.L In x14.78 x13.87 BRICK WALL j ! INV: S *6- HIGH-CHAIN °_` p a D_ X5.96 LINK FENCE °---,� OWNER/APPLICANT: a ' x14.03 -�--_____ WASHINGTON AT DERBY LLC o > N.v D SMH H A ti� C/0 RCG LLC a � � � RIM: ° o z � z > I C U IT ON pN RET x14.07 SINGLE-STORY BUILDING 17 IVAL00, SUITE 100 m E �• � 1 �✓ P SOMERVILLE, MA 02143 c� C_LD �2" PrP z fj . E ° \ INV:7. D ESCRD BOOK 27060, PAGE 496 z POLE I GENERAL NOTES: a rn Q _z' LIOHTTED ° 1. TOTAL LAND AREA -31,746 SO. FT. (0.729 ACRES) a a mtd ( �GQ EXIST. DMH GRAVEL PARKING LOT 2. THE PURPOSE OF THIS PLAN IS TO SHOW THE EXISTING CONDITIONS LS z RIM:14.31 ' . LOCATED AT 131 FRONT STREET (34-0425-0), #26 NEW DERBY STREET (34-0423-0), 0 mr Q 10 to p #155 WASHINGTON STREET (34-0426-0). S r EXISTING PARCEL RC-1381 3. ZONING IS B-5 DISTRICT, CENTRAL DEVELOPMENT: `� V 26 NEW DERBY STREET - PARCEL ID 34-0423-0 RESIDENTIAL RESIDENTIAL AREA=3,812 SQ.FT. OR 0.09 ACRES USES OR USES OR 00 f $ 1 Q COMBINED COMBINED b PLAN BOOK 144 PLAN 33 RESIDENTIAL o AND RESIDENTIAL AND ,n EXISTING PARCEL RC-13A EXISTING PARCEL RC-13B NONRESIDENTIAL NONRESIDENTIAL Q04 ° TREE 31 FRONT STREET - PARCEL ID 34-0425-0 26 NEW DERBY ST. - PARCEL ID 34-0423-0 USES EXISTING USES NEW To BE REMOVED) AREA=4,502 SQ.FT. OR 0.10 ACRES AREA=3,409 SQ.FT. OR 0.08 ACRES ZONING& BUILDING CONSTRUCTION PLAN BOOK 144 PAGE 33 PLAN BOOK 144 PLAN 33 - MIN. LOT AREA SF REQUIRED REQUIRED 131 16 Q I 000 - MIN. LOT AREA PER DWE - MIN. LOT WIDTH (FEET) WNG UNIT (SF) 2N/AA 2500 1*3 - MAX. LOT COVERAGE BY ALL BUILDINGS (:K) 30 30 z o EXISTING BRICK BUILDING +� - MIN. WIDTH OF SIDE YARD (FEET) 100 50 0 ' _ FINISH FLOOR ELEV:17.0± CATCHB IN - MAX. HEIGHT OF BUILDINGS (FEET) 0 55 '` ' o RIM: ±1 4 - MAX. HEIGHT OF BUILDINGS (STORIES) 70 70 x14.62 - MAX. HEIGHT OF FENCES do BORDERING WALLS 6 6 ky 6' HIGH CHAIN - FLOOR AREA RATIO 10 6 �+ x CATCHBASIN 147x �xT14.90 LINK FENCE r CONCRETE STEP 6.1 3.1 Pr O RIM:15.47 0 ax 1 , °---- 4. THE PARCEL UES IN ZONE C. AN AREA OF MINIMAL FLOODIING SHOWN ON THE FLOOD U a ? \ ---° \ INSURANCE RATE MAP COMMUNITY PANEL NO. 250102-00012 B. DATED NOV. 5, 1985. z o �� - Wom a r 0 p REFERENCES: A N cv 10 FOOT yyrpE GAS REGULATOR 1) "A.N.R. PLAN, #31 FRONT STREET, #26 NEW DERBY STREET, 0155-189 WASHINGTON U H PRIVATE PAVED DRIVEWAY STREET, SALEM MA;" SCALE: 1"=20'; DATE: 10/24/06; PREPARED BY NORDE-EAST 0 o o ( @ x14.12 SURVEY; RECORED AT E.C.R.D. SOUTHERN DISTRICT PLAN BOOK 406 PLAN 95. I �� b I 2) "EXISTING CONDITIONS PLAN, #31 FRONT STREET, #26 NEW DERBY STREET, #155-189 rn a c # LCATCHBASIN WASHINGTON STREET, LAFAYETTE STREET SALEM, MA;" SCALE: 1"=20'; DATE: 3/14/06; z C 0 ELECTRIC PREPARED BY NORDE-EAST SURVEY 32 CHURCH STREET, SALEM, MA 01970; TEL-(978) 0 UTILITY MANHOLE CART CHBA 215 542-1920 FAX:(978) 542-1921 U a° o Lo ALLEY WITH (4" IRON PIPE) INV:13.20 B14 xT15.40 OVERHEAD CONCRETE PADS SINGLE-STORY Qa BUILDING COLUMN 3 U j c9 REFRIGERATION BUILDING r WOOD STEP v S x 14.64 r � PARKING ^� N�RTJf V METER Z O S SIGN ® 2-STORY \ ~i VICC'l TTI F� WI W W V 1-STORY ❑ t!1 ! \ r� PARKING FIRE SUPPRESSION 3-STORY CHIMNEY METER WATER SERVICE BUILDING s FINISH FLOOR ELEV: 16.0±Qs O , trE Q EXISTING PARCEL 1 3-STORY BUILDING Ld 155 WASHINGTON STREET - PARCEL ID 34-0426-0 FINISH FLOOR ELEV: 15.6: J 0123 SQ.FT. OR 0.46 ACRES BY DEED 1 86 o'er EXIST. DMH AREA=20, ( ) Q 6�5 RIM:15.80 DEED BOOK 15,317 PAGE 332 i PLAN BOOK 106 PLAN 28 DATED FEB. 11, 1966 w z w < E 4 . . CATCHBASIN ^� RM15.09 SIN I� x8) .93 V► va B15.57x' T16.02 UTILITRIC SILTED U N DRILL HOLE IN MANHOLE E14,89 !Y L6 v STONE BOUND FOUND Q1 BENCHMARK \ CV € E15.06 E14.76 rT WITH DRILL HOLE o \ �Z �� E15.0 O W � V \ b POLE MOUNTED LIGHT POLE MOUNTED LIGHT 1--i ELEV:17.02 S OPOLE: MOUNTED LIGHT- POLEr MOUNTED LIGHT E ' .. ELECTRIC x X 14 GRANITE C `/ ^/•� L J' UTILITY PARKING METER +� CATCHBASIN x V 1 MANHOLE ►� RII%A:14.45� E15.16 / O S 1 O TRAFFIC xT15 89 \ / CONTROL $ SEWER MANHOILE\ BOX81 `38r `� i'l V1 �Rt iNG tv1L"�tERS,: �._._ SBO LARD,., ,s. . .... ..... ..PARKING PETERS .....,., ,r.. -. b x15.6 !�I 816 33 RIM: / ,..., °. �... _- •: I F BOLLA D } x16.9 A ANDON 3 S WER MANHOL c� G G G GAS MAIN G G G G G, G G G 8" GAS MAIN G G G G G- 8" G G G ~ -G 8" GAS MAIN G \ �; METERED IP)ARKING S ACES (9) N � s I S z S /� 15.7x DATE: II-29-01 { LJ.i ... 'ALE: I" = 10' S x16.8 GRAPHIC SCALE owAwrl BY: BJs FIRE ® S A_ARM h 17.6x 10 0 5 10 20 BOX : SEWER MANHOLE I U3 11117711 W7777773 RIM:16.94 POLE MOUNTED LIGHT "�` 36 C 2 { 3 s{ ® �! V `` ( IN FEET ) SHEET: 2 OF 11 DD g n, 1 inch = io rt� I . .r. . _ _ POLE CATCHBASIN D ,%i ! ti ti , ti v% '' 1� 1` setren diol 1 �t �:�; ++; 1 i°}� f y- MOUNTED I , . i f U LIGHT >d. �1 Q: ._ a-�;,� O S $,.IRON SEVER 1p IRON INV.8.86 +a�sy tk- ' ( L. I e.l.m cannon L• , m DRAIN MANHOLE `J! L - =Federyl5t_� pts` � ylvi + ll/', n S SINGLE-STORY BUILDING o s RIM:12.61 cv S CATCHBASIN / ?! 3.611h- 13.27x O �' �C POLEFo: 9: L_� 'e�`a� MOUNTED .yu!*•. I I } •: � yt l ! ew'' U LIGHT S 8.. IRON SEWER Z S �-`Pion+st- r t` .�e}. �- - IN S� 1G r y ,i tt ..t-c 8.20 �I Ise 1` SEWER MANHOLE FIR �. RIM:13.88 ALA M ; �-DRAIN MANHOLE '` ; I -!.1 I --�__' l- �� .; RIM:14.12 / --c3e�ev3t _ I af. t t ' x13,87° ~ BRICK WALL G V �`�� Z ,^� 'H CHAIN / Q Q / ` W H AC Cl - TRY BUILDING \ .. rL: IT ON SINGLE-STORY 0 _ tr___I r !- - .- - oe.st-.- - - I_ i 0 x14.07 _ CATCHBASIN •i r i �- I I I soMGM G� \ RETE PED) \ RIM:13.22 / `-- p rl _k +A 4 _ ---t SINGLE-STORY BUILDING 9 _i ;j 190�bD7ME o r s.� • o f oA� O 4 I LOGUS MAPREFUSE a. AREA a. ~ BRICK WALL REFUSE AREA / o / m `r. 4.. IRON INV:10.73 •' RI K WA EXISTING PARCEL RC-1381 L 26 NEW DERBY STREET - PARCEL ID 34-0423-0 �� CATCHBASIN / f A=3 812 SQ.FT. OR 0.09 ACRES RIM:13.68 Mumma (D / t N�RTly a ARE PLAN BOOK 144 PLAN 33 I EXISTING PARCEL RC-138 13.37 f j 26 NEW DERBY ST. - PARCEL ID 34-0423-0 AREA=3,409 SQ.FT. OR 0.08 ACRES o Z PLAN BOOK 144 PLAN 33 LOADING DOCK AREA �' f f s ' f w EXISTING BRICK BUILDING FINISH FLOOR ELEV:17.0± 2 w U: .y Ln N r- Q �� x13,73 E13.7 ' O 13.9 f / r z x '13.19 f 0 N N � i f.r ef 'E13.8 4 j / x N ° .�• f // � Rei r E13.65 " POLE MOUNTED LIGHT I // p, z o E O %o El 3.3 13.01 f / w d f / � U oa w ..-, CATCHBASIN CHIMNEY 41 v z w a 0 o a RIM:14.25cq -_Y WITH (4" IRON PIPE) INV:13.20 =RHEAD CONCRETE PADS x14.6 ''� x V H en E-STORY3 d o ILDING COLUMN D x14.0 " 0 O `QONCREZF r z v x REFRIGERATION `'TOADING -Plf x14.52 Q BUILDING v "EtEV+.16 85 sA U x14.64 WOOD STEP �• , BOLLARD J, Q , 2-STORY 1-STORY ❑ EXISTING PARCEL 1 E13.35� ,. 155 WASHINGTON STREET - PARCEL ID 34-0426-0 AREA=20,023 SQ.FT. OR 0.46 ACRES (BY DEED)) z� •� ,. CHIMNEY DEED BOOK 15,317 PAGE 332 T � X1 v Z PLAN BOOK 106 PLAN 28 DATED FEB. 11, 1966 V AF Al F•-i o= Q "On 3-STORY BUILDING FINISH FLOOR ELEV: 15.6± a x14.3 v ' - CATCHBASIN RIM:12.86 TREE K .e (TO BE REMOVED) n z.13.97 CATCHBASIN RIM:15.09 > ELECTRIC SILTED SIGN E14 3 CLl UTILITY (TO BE REMOVED) � MANHOLE E14,89 E14.08 Q \-FIRE HYDRANT E15.06 E15.0@ E14.76 E14.17 E14.05 " CATCHBASIN POLE MOUNTED LIGHT POLE MOUNTED LIGHT ABANDON EPLP/SB FOUND SEWER MANHOLE RIM:14.04 w 14 1 GRANITE CURB H� m 3ASIN x x .45 E15.16 x - , INE sk ABANDON a° x15.6 5 POLE MOUNTED LIGHT , IRRIGATION CONTROL BOXY 8" GAS MAIN 8' GAS MAIN 8' GAS MAIN �f G G G G G G G G G G G G G G G G G G G 4 r V1 r; G M x15.4 I-II T14.26 15.7x MA DPW WQ �°_•� � b HAND HOLE I x16.8 � QW r � _ ELECTRIC BOX ` V i °d x16.5 14.23x / H Ia�E�rp V 1 - f <' B15,531-1" _ .,. n = r BUS SIGN SCALE+ 11-2x10 TRAFFIC LIGHT .r BUS J T SHELTER SUPPORT POLE �/ GRAPHIC SCALE DRAwN BY: 5J5 / 10 0 5 10 20 rol =" POLE e SALEM / AlMl3F Tex �d rWATER Y ( IN FEETC3 ) . :,. WORKS .: ,- ° � O __•_.x __..__. _.-.. I�..� 1 inch = is i� SHEET: OF I GENERAL NOTES: d 1. THE PURPOSE OF THIS PLAN IS TO SHOW THE LAYOUT, GRADING, AND DRAINAGE mm m m 1 N 0 r ASSOCIATED WITH PROPOSED IMPROVEMENTS FOR THE PARCELS LOCATED AT #31 0 FRONT STREET (34-0425-0), #26 NEW DERBY STREET (34-0423-0), >_ 1 E13x22 #155 WASHINGTON STREET (34-0426-0). m o (D -L_D NORp►H 2. BITUMINOUS CURB IS TO BE PLACED OVER BASE COURSE AT THE TIME N D $ OF BASE COURSE PLACEMENT. m 0-1\N f - 3. 6" CRUSHED GRAVEL SHALL BE FINE GRADED AND COMPACTED TO O STONE AND + xE14.42 S i--� �` WITHIN 11/4" UNDER THE BUILDING SLAB. ' WROUGHT IRON Q O D 4. ALL AREAS, UNLESS OTHERWISE SPECIFIED, SHALL RECEIVE SOD. C6 v SCREENING S 8"IRON SEWER z OO 1 (SEE DETAIQ:Q STONE AND S 5. UNLESS OTHERWISE SPECIFIED, ALL HDPE DRAINAGE PIPE SHALL BE W O WROUGHT IRON (A SMOOTH BORE WITH A MANNINGS VALUE OF 0.012. s'�A o SCREENING 1 STORY 1 STORY S 6. ANY DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE CID F�4S (SEE DETAIL) BRICK BUILDING BRICK BUILDING S GENERAL CONTRACTORS PROJECT MANAGER FOR DIRECTION AND N EXIST. CB > M \ E13x2T RESOLUTION PRIOR TO ANY FURTHER WORK. I RIM:13.96 N (9 04 Cv l T) O F�466 SIDeWA�K "� 7� THEIR LOCATIONS AND ELEVATIONSUNDERGROUND UTILITY LOCATIONSARE AREAPPNOTOXIMATE P EC ESOR HONECESSARIILMY ATIC A CURATE,N SMH a (o � ` NO WORK WHATSOEVER SHALL BE UNDERTAKEN USING THIS PLAN TO LOCATE THE -1 F- ! RIM:14.54 �-- c� a " PROPERTY UNEUTILITY SERVICES. CONSULT WITH THE PROPER AUTHORITIES CONCERNED WITH THAT 12" C.I. PIPE ' z b x1 I"',.. . (TYP, UTILITY OF INTEREST FOR LOCATION AND INFORMATION REGARDING THE SERVICE. o THROUGH SMH °^° ? a rn D i ...... 1�6� S!D CALL DIG SAFE AT 1-888-DIG SAFE SITE SUBCONTRACTOR SHALL VERIFY ALL U AT ELEV: #7.0 cn c� r. `: EWAEK UTILITY LOCATIONS, DIMENSIONS, AND GRADES. PRIOR TO START OF ANY tf1 + c) Pi•s - s a F STONE AND �g FOUNDATION OR UTILITY WORK. 0 Z z WROUGHT IRON I b 8. SITE SUBCONTRACTOR SHALL INSTALL CONCRETE THRUST BLOCKS AT ALL N Z a CL-S PROP - z > I C I ! SCREENING ER7Y LINE DUCTILE IRON WATER MAIN BENDS, TEES, VALVES, AND DEAD ENDS. 1N V: S SMH �, _Mr BUILD! IOU, s.ss ^ �� (SEE DETAIL) _ :: .• , Nc LINE LINE �1-YP, TYp, sipEWALK 9. WATER SERVICES SHALL HAVE AT LEAST 5.0 FEET OF COVER. c0i a c..- w� U � D RIM: u"' ... ..... �c x . POLE MOUNTED LIGHT (1fYP.) 1 STORY a a wa 11Kt BRICK BUILDING m m ^ Z N D 12 PIPE irvv:7 7 ? Y,. #L.P. #{ w •• CONSTRUCTION SEQUENCING AND EROSION CONTROL o 0 xl 3 tiNl � 'r°°.. °F c� c E14x19 ' ;:''; 1. INSTALL STABILIZED CONSTRUCTION ENTRANCE AS SPECIFIED IN THE z z h D 4'.87 z z m �' �' q " 14 PARKING CONSTRUCTION DETAILS. z z o c� J' CO fix' :, - . .•. SPACES CONSTRUCT TEMPORARY DRAINAGE FACILITIES AS NECESSARY. a a z �' :.• •• .• .• ACES CB S4b -j a E�C1ST QMH S�� 3. REMOVE UNSUITABLE MATERIALS AND SOILS, IF REQUIRED, AND REPLACE WITH a. d a _z' RIV..lA.31-- RIM: 13.3 „ p 'Sp �a A BACKFILL AS SPECIFIED BY THE ENGINEER. GQ S x1 3 E14x14 INVout:9.1 •dp AF`, ��' 4. PERFORM CUTS AND FILLS AS REQUIRED. Wa d a 5. BEGIN BUILDING FOUNDATION CONSTRUCTION. m C 3 +' V �� $. DOTS DELINEATE THE �3$k ` 6. CONSTRUCT APPLICABLE TEMPORARY SEDIMENT AND EROSION CONTROL z z o SWEEP & WYE INTO (D 0 0 ::;: :: -x14.4 cn ;. • .• .• .. �' •�r. FACILITIES AS REQUIRED. STABILIZED CONSTRUCTION W ;..: �. N m IST EWER MAIN O S • 1 • .,.......... 7. TEMPORARILY SEED ALL AREAS WHICH WILL BE LEFT �..x14.3- � .• .• .• .• .• .- .• .- .• .• .• .•�:�•:-•.• '.� :• ' ENTRANCE SEE DETAIL ....:.�,x:. �:--��:::.<_:::::.:..._.. W W W o / APPROX INVelev.6. :�"� <:fF!-?'-;� ;�:� �-•T-.---..... UNDISTURBED FOR MORE THAN 14 DAYS WITHIN 7 DAYS OF LAST `r $ CJ { V X14.2 : CB KI '{ �;. "j^ ••�w.,,� •-r?:, CONSTRUCTION ACTIVITY IN THAT AREA. to • ';• •;;:�• $ �� ,"�`--i�: �• a� • .. : . ,:,, ;; 8. INSTALL STORMWATER DRAINAGE AS REQUIRED . .: .: .... :.;;... ._ ,.. . ..�!.._.......-...... . ::-:�'. x14.1 �.E� f. "'° x, . . ,.•• . • 170 ," I, n m m :-: --,. ::: ... . 9. INSTALL CATCH BASIN INLET SEDIMENT FILTERS. o o 0 RIM: 3 : •.PV : " .. Vin 9.0 8 d .. :. • - S x14.0 N ,, 10. INSTALL WASTEWATER DISPOSAL FACILITIES AS REQUIRED. 00 to N C IN v, t S=0 �Q �. INVo t:8.9 6 PARKIN 11. INSTALL ALL OTHER UTILITIES AS REQUIRED. 04 01 S x13.9 *`i'` G SPACE$ 12. PLACE BANK RUN GRAVEL COURSE IN AREAS TO BE PAVED. Q N M ca to a• EXIST. MANHOLE 18 1.15"HDPE S x13.8 �O _ 13. PLACE CRUSH GRAVEL AND CONSTRUCT PADS FOIR EXTERIOR CONCRETE o 0 '� FLATWORK AND PAVEMENT AREAS. W/ CB GRATE D �' .;76 S x ��' 39 R 14. FINISH GRADE, CONSTRUCT, AND PLACE ALL AREAS OF CONCRETE AND BASE RIM: 14.43 i D Q COURSE PAVEMENT. S-o.o11 " 4&. A S x13.8 15. LOAM, SOD, AND MULCH. ALL AREAS COMPLETED THAT WILL NOT BE DISTURBED. z tt 15 INVin: 7.5 o D E14x61 11 PARKIN S x13.9 4= 16. COMPLETE FINAL PAVING (YYEARING COURSE). Q N f 18"INVout: 7.4 ry C8 G SPACES I S x14.0 M PROP. INVin: 7.5 : 0 94'ti 17. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, F, o RI :14.2 15 Wit;; , REFUSE �� REMOVE TEMPORARY EROSION CONTROL MEASURES. HDP CB Irl+� � SMH x14.1 x {{ y y INVin:7.8 �-�D E RETAILS r� #; ,.:3 : " ENCLOSURE �/ �� i Vast 7 7 �7 0,0 RIM: RIM:113.95 14. 0 STONE AND ©, k- 053 D E14xc32 18 (8")INVin:8.9 COMPACTOR fix._ ` GATES o (2)INVin:7.8 GENERAL EROSION CONTROL NOTES a z o WROUGHT IRON �1 D ( ") OIL&GREASE 00 a ��. INVout:7.7 1. THE SITE SUBCONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE CONSTRUCTION a 15 INVin:8.4 x14.2 2 SITE IN SUCH A MANNER THAT: EXISTING c6 SCREENING �' '" SEPARATOR II s 1 0 ►� FULL OF LEAVES, :'; Egli'�� "° , : INVout:8.3 f :y` 14 2x RESIDENTIAL. �� s A. SOIL EROSION IS KEPT TO A MINIMUM. w SEE DETAIL BROOM ,�,T D VERTICAL RIM:114.15 AG B. NO SEDIMENT LEAVES THE CONSTRUCTIOIW SITE PROPERTY. ( e f !K'I4, r, DEBRIS, & SEDIMENT) ( GATE Oti{ FINISH INVin:8.5 O C. ALL POSSIBLE MEASURES ARE EMPLOYED TO PREVENT SEDIMENT FROM .. CONC ,1 : i9 Z w a �N V RETE WALK _ I COMPACTOR NVout:8.2 .. U S ENTERING DRAINAGE COURSES EVEN BEYOND THE DETAILS SHOWN ON Q > o > THIS PLAN IF NECESSARY. a El 4x55 5' `' - REFUSE DE(CORTIVE M ( 2. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER H A N CATCHBASIN ""`" - a0� Z = ANY STORM EVENT WITH GREATER THAN 0.5 INCHES OF RAINFALL. U EQ ENCLOSURE: FENCING W/ CLEANOUT [• en RIM:13.68 a 4.2 „t 3. ALL NECESSARY REPAIRS TO EROSION CONTROL MEASURES MUST BE MADE ASa < o E15.14 :::..: •.:.._:._•>::..:. 3g::: ::y�r4 •.. ..msss II !* ?. ?lEt"�"; :: ::.• :+til; K:..:.... { , e w SOONPOSSIBLE. pG •o EXISTING fg,.= y O .: .::, .: .. .. .:: ... :.:.. '�" ..:.. :. : .. :.�, .., �" '.. g,- .< ,: � AS . � .. (SILTED) 14.4x x14 1r 3 STORY 14. � x : . * : UO ° w miifl ,, y .I ,III , I 8. CATCH BASINS SUMPS WILL BE INSPECTED FOR SEDIMENT BUILD-UP AND H a z _....::} BRICK BUILDING I ADIJUST FRAME & GRATE " '' "' CLEANED WHEN SEDIMENT IS WITHIN 6 INCHES OF THE OUTLET. a o 1 o x15.5 T01 FINISH GRADE 9. AN AREA SHALL BE CONSIDERED STABLE IF ONE OR THE FOLLOWING HAS OCCURRED: x x PROPOSED VERTICAL p RESIDENTIAL A. BASE COURSE GRAVELS HAVE BEEN INSTALLED IN AREAS TO BE PAVED. 0 -- a CIO 6-FOOT HIGH PEDESTRIAN B. A MINIMUM OF 85% VEGETATED GROWTH HAS BEEN ESTABLISHED. U - 6rc, 0 COMPACTOR FOR THE ` x15.5 DECORATIVE FENCING (TYP.) DOOR FLOOR DRAINS C. A MINIMUM OF 3" ON NON-EROSIVE MATERIAL SUCH AS STONE OR RIPRAP a E14: xE15.40 EXISTING BUILDING PEDESTRIAN DOOR BLDGout:8.6 HAS BEEN INSTALLED; OR D. EROSION CONTROL BLANKETS HAVE BEEN PROPERLY INSTALLED. TRANS. ROOF DRAIN SEWER SEVICE 10. ALL AREAS SHALL BE STABUZED WITHIN 72 HOURS OF ACHIEVING FINISHED GRADE. b., EXISTING DOOR TO EEDGEWATER CAFE E PAD E 12. PROTECT AND STABILIZE ALL AREAS NOT SCHEDULED FOR EROSION GAS REGULATOR 15 N8 HDPE INVout:8.6 PREVENTION OR STABILIZATION, BUT THAT SHOWN SIGNS OF EROSION. NOTIFY 0 3 cn S 0.113 VENT OIL & GREASE ENGINEER OF ANY SIGNIFICANT EROSION PROBLEM. PASSAGE TO BLDGout:l0.6 17. THE SITE SUBCONTRACTOR IS RESPONSIBLE FOR ALL SILTATION RESULTING SEPARATOR TO FROM EROSION OR SEDIMENTATION FROM THE SITE TO SURROUNDING FINISH FLOOR ELEV. = ±15.5 INDIA DOOR TO ELECTRIC SERVICE BUILDING ROOF PROPERTIES OR WATER BODIES AS A RESULT OF THIS PROJECT. Au C] r Rz w _ ELECTRIC SERVICE x15.5 ca La Q q: L = CONCRETE PAD PROPOSED 4-STORY CoQ w W-z I, MOUNTED ELEC. "MIXED-USE" BUILDING a w w PROPOSED RENOVATION OF TRANSFORMER 5 BAY PARKIMG GARAGE N xEXISTING 3-STORY BUILDING 43,804 sQ.FT. W 36 PROPOSED PARKING SPACES c, v Nee -1ST FLOOR TO REMAIN THE SAME. FINISH FLOOR ELEV. = ±14.4 s O _, -2ND & 3RD FLOORS TO BE RENOVATED INTO PEDESTRIAN DOOR FOR I�--I-I Co (5) TWO BEDROOMS & (2) ONE BEDROOM PASSAGE TO INDIA 97, Q. RESIDENTIAL DWELLINGS� � E9x59 3 7 PROPOSED OFFSITE PARKING SPACES FOOTPRINT = ±6,168 SQ.FT. f . EXIST. DMH 12" WIDE STONE EDGING S� RIM:15.80 (SEE DETAIL) RETAIL SPACE PEDESTRIAN DOORS Q PEDE 6" UNDERDRAIN PVC RETAIL SPACE w z 0 (SEE DETAIL) �--� m PEDESTRIAN DOORS E" 115.87 , xE16.02 FINISH FLOOR ELEV. _ ±16.1 UNDERDRAIN CLEANOUT �I r C) W/ FRAME & GRATE v (SEE DETAIL) 14. - -_ - _ _ - BENCHMARK \ 3 N 15x0= _ _ _ _ =UD=`_ _ -x 4D3 x14.3 T = UD x14.2- -UD= - =UD= 14.3x WITHSTODRILL 0 © JG 0 r �nrH oRILL HOLE �' RESET EXISTING JG w ELEV:17.02 -'° S Q NEW VERTICAL CURB r '� Q EXISTING11.4 CONCRETE WALKWAY E1 0 p� VERTICAL CURB lb p �O� ADJUST FRAME & GR E'- it*2x 14.Ox �� i 15 E14.91 x 14x8 ,� • 0 � � � OS _ s yq q S A RESET EXISTING Q W 0 3: \ VERTICAL CURB v -G G G G G G -G G G G G G CES G G, G G G REPLACE CURBED-/ C G G G G G- 9 TINGExISSPACES BRICK PAVER AREA MINI CATCH BASIN RAMP TO S ` s r z WITH LOAM & SEED INVout:10.8 EXISTING GRADE SEE DETAIL) 115x7 DATE: II-2Q-07 S �, t ( V S SCALE: 1" = 10' =p S 116x8 GRAPHIC SCALE DRAWN BY: BJS BUS STOP 10 0 5 10 20 SHELTER I IE3 93 111=3 MULCH a V V BEOiin�h io ri" ® ( IN FEET >< ) c, (D SHEET: 4 OF 11 = Ljcl p / m in m $,IRON SEWER m S - .l`- ` o N 1 STORY BRICK BUILDING S E13x27 S S o S U \LK . PROPERTY TY LINE BUILDING SE TYP Sl TBgCK LINE. DEWALK 3� // : •,�, �� ,� _ � . . 1 STORY � tt � •= , , BRICK BUILDING / .y : . 1 STORY BRICK BUILDING O, / Q CB 0 S 's., / RIM:13.3 // a. INVout:9.1 OO F 1 SID i / a ££ g• a ££ i ::,s ,4; "_ 1 £F £ =a �3?$ SIDEWALK I o w ' C7 p : _FE1 x x13.7 z N x ` • 3 7 z 2 £s RIM:1 .3 :�: - x14.4 �E13x69 G t' /� I Q z W : � . INVin 9.0 a 11.25 E1 3.40 tt J . 1 4. U x13.8 x1 3.9 ''��Q :.:. INVo t:8.9 6 PARKINGSPgCES 5 W Xt4.2�-- x,3 8 w W=6" D.I.P.=W W W xE13.7 £�fl + ( f W W J 3 �`o : .. - W W_ W-2" COPPER-W ..;. W - 117 X3.32a. rn cn S x13.8 00 .. 14.Ox CAvo-i u 3'R Wi �0'� �O S x - - - w w GV G.V. 1 s s s �--�S x13.8 IR94.3 14.30x FIRE / 1 GAS SERVICE DEPT. V qAlTEE ! 'a S x13.9 45 I REGULATORS CONNECTION x14.0 TEE _ o o o S x14.0 1A 1A N 1 REFUSE �� SMH x14.1 I El 3x76 138x � G V. a RETAIL'S ::. ENCLOSURE v a a°- , > M RIM:113.95 14.2x O VERTICAL x , E GATES a. M £� a / 0 0 0 )MPACTOR ' , o (2)INVin:7.8 0 / OIL&GREASE 00 �' INVout:7.7 2 O �' COVER : ` _ VERTICAL GRANITE x14.2 '; RESIDENTIAL SEPARATOR N s� ��,, a N ENTR' ; 14.4x �- RESIDENTIAL �' CURB (TYP.) 14.2x RIM:(14.15 o ,o PEDESTRIAN VERTICAL 'O L - I RESIDEN11A t / o z l � INVin:8.5 r' o O DOOR p N l / COMPACTOR ' INVout:8.2 S > M 13.8 x, 13.23 „I, y REFUSE DECORTIVE �� i 14.4x - RESIDENTIAL I i z N ENCLOSURE FENCING 2� _; PEDESTRIAN t a " 1 POLE MOUNTED LIGHT / a z o :. DOOR 14. 14.4x x1 :..::::.::.. .• y 13.8 �( ..: I0. E...._ . .. .. ££_:.: . ..:: .. -;: ..__.?? _ x14.0 , U w 13 8x m w RESIDEN1IAL13.6x' ` P.05 1 •o iIGH PEDESTRIAN Z > o DOMESTIC WATER SERVICE p .. a VE FENCING (TYP.) DOOR FLOOR DRAINS C�, A PEDESTRIAN DOOR BLDGout:8.6 SPRINKLER RISER �\ C-' N TRANS. E ROOF DRAIN SEWER SEVICE RETAIL SPACE x14.3 Fr D PAD 15'-8"HDPE INVout:8.6 PEDESTRIAN DOORS e Q H a S=0.113 14.4gz BLDGout:10.6 VENT O;L & GREASE r z r) 0x SEPARATOR TO 14.2x 0 '" a BUILDING ROOF t3.8x 9s u .. ELECTRIC SERVICE x14 3 I' VERTICAL GRANITE �•,:I':' CURB (TYP.) x15.5Ell r£: CONCRETE PAD PROPOSED 4-STORY x14.0 MOUNTED ELEC. "MIXED-USE" BUILDING ,3.8x ''+ TRANSFORMER 5 BAY PARKING GARAGE E10x74 13. x x:92 43,804 SQ.FT. 36 PROPOSED PARKING SPACES ` FINISH FLOOR ELEV. = ±14.4 PROP. 6 NViN6" IN n:9.0 , PEDESTRIAN DOOR FOR x13.6 PROPC� PASSAGE TO INDIA E13 4Cit 97 (9x59 / x13.8 O RETAIL SPACE 04.0 � W 12" WIDE STONE EDGING PEDESTRIAN DOORS s41 [� (SEE DETAIL) RETAIL SPACE 14,4 14.3x x14.0 6" UNDERDRAIN PVC PEDESTRIAN DOORS RETAIL SPACE (SEE DETAIL) PEDESTRIAN DOORS UNDERDRAIN CLEANOUT x14.3 3'822 (W/ FRAME !AIN CLEANOUT SEE DETAIL) :. 2AME & GRATE 14.3xC x14, w £ (SEE DETAIL) 14, t4. =UD = -!7 = - = - = UD- = - -UD= = =UD= _ - _ _ _ - = =UD= == =UD= = D D . x x14.3 G x x x x 14.2x V NEW VERTICAL CURB QJ RESET EXISTING Q� O�` EXISTING CB 50'N6" PVC '' 0 VERTICAL CURB A O• START SOLID WALL E1 �o O �o p ADJUST FRAME & GRATE / / 14.Ox � t x14.1 14x8 E13.96 E13.9 E14.91 x 13.43 (�1 m S 1 q q 5 S S q q ® I RESET EXISTING I RESET EXISTING VERTICAL CURB / £ VERTICAL CURB / 4 AM- --G G G G G G G G G G G r ° REPLACE CURBED G G G G G -c G' G G MM BRICK PAVER AREA MINI CATCH BASIN RAMP TO WITH LOAM & SEED INVout:10.8 EXISTING GRADE 12 / q (SEE DETAIL) El 50 r f I ` c w SAA BUS STOP SHELTER S r } s £ � . .: DATE: II-2G-01 SCALE: I"=10' GRAPHIC SCALE DRAWN BY: ens 10 0 5 10 20 C 5 9Zw.w.., O SHEET: 5 OF 11 ., ._. ..,_ ..._... 1 inch = 1 ft. . j 1 J p 4j 1 - _ LIGHTING SCHEDULE 6 f l 1 STORY OATALOG NUMBER DESCRIPTION LAMP } BRICK BUILDING m LARGE SCALE P05T TOP LUMINAIREr UGL-OAL-I'I5MH WITH WHITE AND 5PEGULAR ONE 115 WATT MOG O I' REFLECTORS AND OPAL ACRYLIC LENS BASE CLEAR ED-28 MH N F r SYMBOLS: 0.0 = POLE MOUNTED 10 = WALL MOUNTED u NOTES: U EXISTING POLE 1. ALL SITE LIGHTING 15 TO BE AS SPECIFIED ABOVE OR EQUAL. MOUNTED LIGHT 2. ALL SITE LIGHTING 15 TO BE DIRECTED TOWARD5 THE 51TE. J .J 3. NIGHT LIGHTING FIXTURES ARE INDICATED WITH "N.L." NIGHT LIGHT5 ARE TO REMAIN ON N.L. THROUGH THE NIGHT. ALL OTHER LIGHT5 WILL BE TIMED TO SHUTOFF AT 12:00 AM. FOOTCANDLE = A UNIT OF ILLUMINANCE OR ILLUMINATION, EQUIVALENT TO THE ILLUMINATION EXISTING POLE PRODUCED BY A SOURCE OF ONE CANDLE AT A DISTANCE OF ONE FOOT AND + + + + 1 STORY MOUNTED LIGHT EQUAL TO ONE LUMEN INCIDENT PER SQUARE FOOT. Lu .8 3.1 4. ` BRICK BUILDING I + .0 + + + +1.7 +1.7i +2.2 +3.2 14.33-v,4.8 PROPERTY LANE r�,. N.,L. 2-7"± z ) o EXISTING TREES TO + + + + + + + + + + + + + N > 1.0 1.91, 2.9 4.1 4.8 4.3 3.1 1. 1.7 1 � 2.5 3. 5.0 3.4 2. 1.7 1.6 21 o REMAIN " � 0% °- (TYP.) � t + + + + + t a 0. 1.4 1 2.8 3.2 2. 2° 1 7 1.5 1.7 2.3 3.6 '°t5 4. 'J.3 2 1. 3.7 5.2 5. 4.4 2.9 1.7 0 1 STORY BRICK BUILDING m + w + + + + + + + + + + + + + + + + + + + + + o b 0.8 ` :0 1.4 1. 1.9 y 8 1.6 .4 1.3 1.4 1°:� 2.7 J. 4.0 J. 2. .9 1.6 1.7� 2.5 J. x,5.5 5 4. .0 0.7 5 z 5 1 STORY a + + , +1.1 + +7 + + + + + + + + + + + 1~ + + + + + + + + ++ BRICK BUILDING f 0.6 0.8 1:� 1.2 .2 1.1 1.1 1.1 1.2 1.5 1.9Y=r,+2. 2.5 .g. 1.9 1.5 1.5 1.6 2.2 3.2 4. 4.6 3 8 2 6 1.0 0.7 .5 J •�y �x hum -' �, d EXISTING POLE " wo a" I" ° + + + + + + + + + + + + + + + + + + + + } t' + + + MOUNTED LIGHT 0.6 0.7 0.8 0.9 0.9 1.0 0.9 0.9 0.9 4,0 1.2 1.3 1.5 1.6 1.5 1.3 1.2 1.2 1.3 1. k:• 2.3 2. 3.0 £ 1.9 0.9 0.4 Z (TYP.) m ' ' s + + + + + t + + + + t + + t t t + + + + t + +. t + t + + t + 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.r�J , , 1i 1 1.1 1.1 1.1 h .�+ t ;,;, X1.0 1.1 1.3 1.6 .8 1.9 1.7 1.3 1.0 0.8 0.6 Q. 0.4 0 4 0.4 .4 w .5 + + + + + + + t + + + + t + + + + + ++ + t + + + + .` + t + + AI+ + + + + + + If + + + O0 °- 0.5 a 7 0.8 0.8 0.9 0.9 0.9 0.8 0.8 0.8 0.9 0.9 0.9 1.0 1.0 0.9 0.9 0.9 0.9 1:a� 1.i 1.2 1.3 1.3 1.2 X1:1 0.9 0. 0.6 0 5 '�,�� .5 0.5 0.4 0.5 5 0.6 0.7 1. 1.� 2.7 .7 12 FEET � th = ,�, as .$ x • goo wo W: Q eq 0.7 t R9 0 t1.1 tJ.l t1.1 X 1.0 +7.a +1.'10 `1.' ;#'�y r f'0 .44- +0.9 t0.9 t0.9 t0.9 +0.9 +0.9 +0.9 '0.0 +1.0 +1.1 }1.1 +1.� +1.0 +0.8 +0.8 +0.7 } .6 +0.6 0.6 tab t0.6 +0.6 +0.6 +0. +at +1 +f +3.2 +5.9 0 n _ FINISH GRADE AT BUILDING ' ' " + + + + + + + + + + + + + ft �a �*,." no W*� � '� �' '+ + + + + + + �, + + + + + t + + + + + �`+ + + O O N.L. X0.9 1.2 15 j. .. X1.•6 1 5 1.3 .2 1.2 1.2 1.2 1.2 1.2 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.1 1.l 1.1 1.0 �Q� 09 0.9 0 8xOB 0.8 0.7 0.7 0. 0.B �Q 8 1.0 3 1.� WALL MOUNTED LIGHT D N �' � '] ft � �� ,� Not t0 Scale M a_ a'. } + t + + c t + + t t + + t t + + + + + + + + ff t + + + t t t + + „� a + x + t t t I I p I 1.3 1. 2.5 2 8 2.6 . ' 1.7 1.6 1.6 ,�,t. . 4.4; x,1.7 1. 1.4 13 1.2 .2 1.3 1.3 1.2 1.3 1.4 1.5 1.5 1.4 1.2 1.2 1.2 1.2 1.3 1.3 1.1 1:iD .!� 1.1 .3 1.4 1. z N ,,,, ", ENTRANCE a -n 2 fi + + + + + + + + + + t + O CANOPY 27"± 0 z o + + + + + + + + + + + + + + + + 1A 4 4.0 3.0 2.3 2.D 2.3 2.6 2. 2.6 2 >, 1.8 .6 1.6 1� 7 1.6 1. Sr D 2 1. 2 1.6 1: � '" 1.9 2.1 07 1.5 1.4 1.6 .9 2.2 2.2 2.I1 a a � �. �, U ata w z e ,an - e + � A + + + + + + t + + + + + t t t ih + + + t + + t taa. t + t + + P 4 3.3 2.5 2.3 2.6 J. 4.0 J. 2.71 2.0 2.4 3.3 3.9 3.7 2.18 ARM AS>SEMBLY - SLAB -o a IIS 2" O.D. x 0.125" 0 > o 20 8 1 3.7 2.7 9 44 4.0 1 2.4 2.0 2.2 2.5 2.7 2.6 2. 1 4. + + +r + � + + + + + + + + + + + ` + + + + t + + + + + + + + ALUMINUIM TUBE ., a ' d 3.3 535.1 3.8 2.8 3.8 .1 0 3 3.9 2. 3.7 4. 4.0 .3 2.9 8 2 3 4 2.9 J. 5.6 7.1 6 4.1 2.7 2.5 3.4 5.3 6.9 6. 4.1i H a N I Ia N.L. + + + +r + + + + + + + + '� +�+'�� + + + + _ t + t + + + + + + + + + �-+ DOME � d P 3.7 4.3 3.9 3.1 2.5 2.7 3.8 44.2 6.1 X6.5 4.1 2.8 X4.9 5.9 5�4 4.2 3.4 J. 5.9 9 6.4 4.0 .32 4.3 7.0 � B.1 5.0 3.1 2.8 4.0 6.7 8.2 4.� 46"± CAST ALUMINUM � H °a w b HOUSES BALLAST ASSEMBLYrn a z w" o 0 + + + + + + t + + + N.L. N.L. z a 4.7 4.3 J.4 2. 2. 3.7 .2 .1 5�`i� 4. 4 6 WE HU S BOLTS RE5 TO FILTER0 •;, N.L. U 16„± +3.1 +4.2 +5.0 +4.6 +3.6 + 9 + 8 SHAPE 22" DIA.. SPUN ALUMINUM WALL MOUNTED LIGHT (TYP.) UNDERSIDE PAINTED POLE MOUNTED LIGHT (TYP.) + + + + 3.3 3.1 2.6 0 GLOSS 1WHITE _ N.L. 12 2 FOOTCANDLE VALUE (TYP.) GLASS REFRACTOR DISTRIBUTION, +•= + + + TYPE Y LIGHT DISTRIBUTION E 2.0 1.9 1.7 1 5 1 4 TETHERED TO FIXTURE WITH 1 5/5 SAFETY GABLE + 10 10 PLUG p "� PROPOSED /� - S TOR 1 CAST ALUM. SLIPS INSIDE POLE I FOOTCANDLE CONTOUR (TYP.) T SECURES W/ » » (3) 5/5 SET 5GREWS A (1) 5/5 DOLT. MIXED - USE BUILDING HOLE FOR BOLT MUST BE FIELD PROPOSED RENOVATION OF DRILLED AND TAPPED IN PLUG BY EXISTING 3-STORY BUILDING 43,804 SQ.FT. OTHERS. BOLT PREVENTS LUMINAIRE -1ST FLOOR TO REMAIN THE SAME. 36 PROPOSED PARKING SPACES FROM w1NDMILLING. E-+ -2ND & 3RD FLOOR'S TO BE RENOVATED INTO (5) TWO BEDROOMS & (2) ONE BEDROOM RESIDENTIAL DWELLINGS FINISH FLOOR ELEVATION = ±16.0 � ws.... 7 PROPOSED OFFSITE PARKING SPACES FOOTPRINT = ±6,168 SQ.FT. I POLE e:es° 4" O.D. x 0.125" WALL ALUMINUM TUBE 14'-0" E"I EXISTING POLE EXISTING POLE EXISTING POLE EXISTING POLE w MOUNTED LIGHT MOUNTED LIGHT MOUNTED LIGHT MOUNTED LIGHT E I NOSTALGIA BASE W � � CAST ALUMINUM DIA. G01/ER $TALL Ij WITH LARGE ACCESS H 0 GROUND LUG I-711 .- .. ...__ _ ,...m,., .. GROUT ENTIRE BASE I a b Xy b . �t. DATE: 11-29-07 ° � SCALE: 1" = 10' GRAPHIC SCALE a. a DRAWN BY: BJ5 10 0 5 10 20 ( IN FEET ) POLE MOUNTED L16HT C6 1 inch = 10 ft. Not to Scale SHEET: 6 OF 11 6 (A N •_ LL >. 0 0 1 a EXISTING LIGHT POLE 0 F O (4) MALUS 'Centurion' W 1 STORY a I BRICK BUILDING \ N EXISTING LIGHT POLE EXISTING LIGHT POLE Uj I SrORGEW"ftl w - - I x:ky ~mss§ EXISTING F: z ,� W :• Z I STORY LIGHT POLE p -+. `F BRICK BUILDING W O ha O a SN W S SNO1N 0 0 (1) VIBURNUM plicatum 1 STORY o 0 r STD AGE 7'O RAGE BRICK BUILDING liqp + BRICK Moriesii o 0 ., .•:, m m -''""'°� (1) MALUS 'Centurion' .t SNOW = z z STORA E (2) RHODODENDRON 'Nova Zembla' VINCA minor 100 sq,ft. / a a .: of §• d a II SNOW (2) RHODODENDRON 'Nova Zembla' J J (3) RHODODENDRON 'Nova Zemblia' F ` STORAGE Ld Ld VINCA minor 50 sq,ft. ° a STONE AND WROUGHT IRON : N N SCREENING (SEE DETAIL) SNOtN STO GE PROPER N N TY LINF W W F}',,. _.sa y�.��f s�%�.•.§5s : a { ....... rte' d' t o - ' s�S}:t•7:I�F• sF s Ia � (8) RUDBECKIA fulgida 'Goldsturmw to ' o 0 (1) GLEDITSIA triocanthos inermis 'Imperial' § BROOM FINISH CONCRETE WALKWAY a N x '� f. o ( , F { 6' NIGH DECORATIVE FENCE (TYP.) c (5) HOSTA 'Elegans' / a o UiR 1-4 I ` + POLE MOJNTED LIGHT (TYP.) (1q) HEMEROCALLIS 'Nappy Returns' ' I {1) SPIRASA x bumatda 'Anthony Waterer' rN # '} x A A ISReturns' s _..:. , ,::Mlln 0 7 HEMEROC LL 'Ha xfi _' akn :..:: { ) 'Happy 0 cn ;. �- ...: I° z REFUSE AREA a. 0 r � RESIDENTIAL ENTRY „ a 6' CLOS RE 0 w d N GH EN U fT WALL MOUNTED LIGHT :j0 - _> . , f'7 (TYP.) p a eq F PEA GRAVEL : : :: :I : U w en ; }"•ff ", �E P` r r f�ta{•a§has •s =•sem^ o- M. a ° s.,' ,'.:.f F •a .x s 1. i 'ur.•iso :..:I ...... a _ _ I i•x S Ci .. PEA GRIVEL 190 z g'i on I ' PEA PROPOSED , :V�l z Va REFUSE AREA GRAVEL 5 BAY PARKING GARAGE " • ENCLOSURE ° 4 - STORY EXISTING 0 W/ 6 NIGH LIGHT POLE U ° MIXED - USS (5) EXISTING STREET TREES 0 .' k BUILDING MM r ° § 3§ G.F.A. 431804 SQ.FT. GENERAL NOTES: FOOTPRINT = 11,075 SQ.FT. 36 PROPOSED PARKING SPACES44 I. ALL PLANTED TREES d 5HRU55 SHALL HAVE A 3' RADIUS MULCH BED AROUND> THE FINISH FLOOR ELEV. = ±15.6 .> it BA5E (MINIMUM). (5) TAXUS media Hicksii I::I CONCRETE PAD 2. TOP501L MIXTURE FOR PLANT BEDS SHALL BE FINE, SANDY LOAM(PH 6-1) FE=RTILE Y: MOUNTED ELEC. AGRICULTURAL SOIL. jt# W TRANSFORMER 3. ALL AREAS OF THE 517E WHICH HAVE BEEN DISTURBED AND NOT OTHERWISE Q Q Q RENOVATION DEVELOPED SHALL BE GRADED, RECEIVE 6 OF LOAM AND HYDR05EEDED. PLANT P1 O OSED BEDS SHALL RECEIVE A TOPSOIL MIXTURE TO A DEPTH A5 DETAILED ON THIS SHEET i�T� O BUT NO LE55 THAN A 12". r 1 a �./ OF EXISTING 4. ALL PLANTING BEDS SHALL RECEIVE 3" OF PINE BARK MULCH AS DETAILED. C, SMOOTH EDGE BETWEEN MULCH AND LAWN. Q 3 — STORY BUILDING 5. THE ABALINDSGAPEAT/ L CONTRACTOR 15 RESPONSIBLE FOR LOCATING AND AVOIDIMIG W UNDERGROUND UTILITIES PRIOR TO INSTALLATION. r -1ST FLOOR TO REMAIN THE SAME. 6. THE LANDSCAPE CONTRACTOR SHALL CONFORM TO THE "AMERICAN STANDARD FOR � -2ND 4 3RD FLOORS TO BE RENOVATED INTO (5) TWO BEDROOMS NURSERY STOCK;' (2004) PUBLISHED BY THE AMERICAN NURSERY 8 LANDSGP�PE ASSOCIATION (ANLA);FOR PROPER PLANT SELECTION, STORAGE, PLANTING, AND (2) ONE BEDROOM RESIDENTIAL UNITS ESTABLISHMENT. : 7 PROPOSED OFFSITE PARKING SPACES 1- SEE THE PLANTING INSTALLATION DETAILS ON SHEET 8. GRAPHIC SCALE FOOTPRINT - 16,168 SQ.FT. a 10 0 5 10 20 r _ ,:.f .. Fq �1 C ( IN FEET ;) � f•--1 1 inch = 10 ft. j41. 0 PLANTING 5GHEDULE PUNTING 5GHEDULE r 1 [�] GERTI F I GATI ON: LANDSGAPE DE51 CSN BY: COMMON NAME AMOUNT COMMENTS COMMON NAME AMOUNT COMMENTS MM VL "I, KERRY 5GHLEYER, HEREBY CERTIFY THAT I AM THE DESIGNER OF THIS TREES ��' � W LANDSCAPE PLAN, THAT I AM A PROFESSIONAL LANDSCAPE ARCHITECT LICENSED IMPERIAL HONEYLOGUST � . „ MARIES DOUBLEFILE VIBURNUM �..� I 22 - 3 CALIPER MIN. 1 5-6 HIGH BY THE STATE OF MASSACHUSETTS. (GLEDIT5IA triaconthos Inermis 'Imperial' ) 54B (VIBURNUM plicatum tomentosum 'Marlesil' ) BSB Tn I CENTURION CRABAPPLE 2 „ NOVA ZEMBLA RHODODENDRON L ' A (MALUS 'Centurion' ) 5 2 - 22 CALIPER MIN. 1O 3 - 3 2 HIGH F-1 Bd B (RHODODENDRON 'Nova Zembla' ) SIGNATURE: DATE: GROV ANTHONY WATERER 5PIREA 1 , , 22 - 3 HIGH � H (5PIRAEA x bumalda 'Anthony Waterer') 5c5 NOTE: PROPERTY PERENNIALS HICK'S YEW 5 5' - 6' HIGH BLUE-LEAF PLANTAIN LILY ( TAXUS media 'Hlckstt' ) BSB DATE: II-2Q-O7 THE LANDSCAPE PLAN INCLUDES TREES, SHRUBS, PERENNIALS, PLANTING SCHEDULES SOLUTIONS , LLC ( HoSTA 'Elegans' ) 5 #2 CONT. �� SCALE: I" = 10' AND PLANTING DETAILS. ALL OTHER IMPROVEMENTS INCLUDING GRADING, LIGHTING, DRAWN BY: 10' LAYOUT, ETC. ARE BY OPEGHEE CONSTRUCTION CORPORATION. GOLDSTRUM BLACK-EYED SUSAN MYRTLE 15.15 4Q"7 HOOK5ETT RD. #2 PMB 1"75 (RUDBECKIA fulgida 'Goldstrum' ) a #I CONT' (VINCA MINOR) 150 SQ.FT. FLAT MANGHE5TER, NH 05104 HAPPY RETURN DAYLILY5 33 #2 CONT. PHONE: 605-252-0428 (HEMEROGALLIS Happy Returns ) SHEC OF II h 50' MIN. k MM EVERGREEN TREE DECIDUOUS TREE W U 3 WIDE MOUNTABLE o BERM (OPTIONAL) EXISTING m / PAVEMENT . . IN . . . . . . . .. . ~ O \I/ 50' MIN. I? o N .'.. .'.'.'.'.' .'.'.'.'.'.'.'.'• Q \I/ . . . . . . . . . . . . . . . . . . . . . . . . 10' MIN. . . . . .. . . a V _ ' ' ' • . . .. .. . . o Z C7 U VZ U !7�/ I . ..•.•.•... W FILTER FABRIC MATERIAL �`' I/ I EXISTING GROUND o EXISTING GROUND N I \`I' \`I! PROFILE PLAN VIEW \ �` � STABILIZED COINSTRUCTION ENTRANCE SPECIFICATIONS W \� �' 1. USE 1" TO 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. I \ 2. LENGTH NOIR LESS THAN 50 FEET. ~ 3. STONE THICKNESS SHALL NOT BE LESS THAN 6". W ROOTBALL SHALL BE SET 2" \I,� I/ �I�� 4. 10' MINIMUhA WIDTH, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE ABOVE THE ESTABLISHED AGI ��I INGRESS AND EGRESS OCCURS. z w FINISHED GRADE \ 5. FILTER FABRIC MATERIAL WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO p J \� PLACING STONE. in l a W 6. THE ENTRANCE WILL BE MAINTAINED IN A CONDITION, WHICH WILL PREVENT w o I/�Id TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF- WAY. THIS 0- W / / W �� ,11/ bI/ " �I/ / � MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS � Q � j 3 PINE BARK MULCH, v I�\�I,�\I/ ��I►/ SP R U B DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP Q Q DO NOT PLACE MULGH �GII \ �I �L� SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO Q o z WITHIN 3" OF TRUNK ' I/ I/ TREE SHALL BE SET Y �'r/ PUBLIC RIGHTS—OF—WAY MUST BE REMOVED IMMEDIATELY. m m � \ i \ PLUMB, AFTER 9 c� a 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER z z a SETTLEMENT PLANT AT SAME :DEPTH EACH RAIN. z z W \ AS PREVIOUSLY GROWN SLOPE TO FORM 3" �/ 3" PINE BARK MULCH, STABILIZED CONSTRUCTION ENTRANCE W W in HIGH 5AUGER SLOPE TOa_ a_ z FORM 5AUGER DO NOT BARK MULCH WITHIN 2" OF TRUNK Not To Scale W r\r\r�(i\r\r\ri�i\/i\i\r\/\/fir\//\ \/�\ \ \ \ •:•.:•.: \\ \\ \\ \ \ \ \ \ \ \ \ \ \ � . \ \ \ \ � � a 11/Z 5X5 5X5 POST 0 Co a \\/\\/\\�� i , /i : ; •...�\ / / 6 MIN. (\/\/ /\/\/\/\/\ \/\/\/ 3" MINIMUM N I MU M co to to 6 MIN. �\ \ \ \ / \i\i\i\ \i\i� TOPSOIL �i /i\/i\/i\/i\/i\/i\/i \//\ COMPACTED04 04 �\ \ \ \ \ \ \ \ \ \ - - - o a // MIXTURE S _ -- o � � GRAVEL BORROW Q N !, N EXISTING SUBGRADE, VARIES SGARIFY EXISTING SOIL \� z/ OR TOPSOIL MOUND, UNTIE AND R LL BLEND WITH PLANTING MIX 0 0 `- COMPACTED \ SUBGRADE MORTISE TOP, MID. \ 0 080 / z o COMPACTED TO gOgb BACK BURLAP FROM (� 6 I:I AND COMPACT TO C10�30 0 N 12 12" OF ROOT BALL MIN. MIN. AND BOTTOM RAILS \ PLAN TO POSTS, TYP. MIN. MIN. (MIN); IF SYNTHETIC z h WRAP 15 USED, H REMOVE GOMPLET•ELY. 1x4 TOP RAIL FOOTING w zo * ' I I 2x2 PICKETS BEVELED CAP WITi V SPRUBS 8'—O" O.C. 8'-0" 0.C. 1/2" x 1/2" TRIM U w PLANTING DETAILS TREES A D R 1/2x1/2 TRIM Not to Scale z 0 > o ., a w a n 5/4"x7" CAP �' N F en -I 2x2 PICKET ] VERTICAL GRANITE CURBa 5" x 16"-18" 2x4 TOP & MIC Q W x z 1/4" MIN. ° FILLER 5/8" MAX. 4 (OR FOR „ RAIL ON ONE SIDE z �, w BARRIER-FREE 1 TOP COURSE ., APPLICATIONS) . 1xRAIL ON SIDE 4 TOP & MID _ U .'. .. TOP OF CURB 6" SCREENED* '.'. F_ p 2" BINDER COURSE I_ 7n •,' LOAM MIN. 't','r 0 0 � � I •: \/\/\/ o0 1" x 6" BUTTED aa 1" x 6" BUTTED a 0 ' : * . j�j\\/�� VERTICAL SIDING 1X4 BUTTED VERTICAL SIDING 00 00 00 00 MATCH EXIST. , ' `" •• \\/� x x I VERTICAL SIDING x x CURB REVEAL 4 SCREENED • „ LOAM MIN-'.'.'.'. _ •' \/� �t 1/2 GUTTER , . ��: p. •� ,. ea . , \\ : = 00 00 GRADE c, oo ,; �?. // 00 00 \/\/\/ Yom', 4 CRUSHED GRAVEL o. o0 4WSHED GRAVEL FINISH GRADE 1 \�j\\//\\ po p .' ,:• tno ao.. \\/ i a ;•. •' ��`" N Lj FINISH GRADE 8„ BANK RUN GRAVEL .:; 8" BANJK RUN GRAVEL' . •• . . \/\ WITHOUT CURBING WITH CURBING " PROFILE FACING SERVICE BOTTOM RAIL. SECTION PROFILE FACING PARKING BOTTOM RAIL. i\\ 6 :: • ;:; VERTICAL GRANITE CURB TIPDOWN � Not to Scathe STRUCTURAL FILL SELECT ~� GRANULAR MATERIAL DECORTIVE WOOD FENCE DETAIL � Not to Scale r, W PAVEMENT SECTIONS Q Not to Scale EXISTING TREES EXISTING TREES VERTICAL GRANITE CURB RADIUS MAXIMUM *MIN. LENGTH OF CURB STONES 3ft. CHART LENGTH *MAX. LENGTH OF CURB STONES 10ft. *MAX. LENGTH OF STRAIGHT CURB STONES F-1 m LAID ON CURVES — SEE CHART. 21' 3' PICKETS 1 1/4„ E-4NOTE: ADJOINING STONES SHALL HAVE THE: 3/4x 3METAL11.4 SAME OR APPROXIMATE LENGTH. 29' — 35' 5t I I „ ” " v 1 T 36 — 42 6 8 x 8 METAL END & T~11 43' — 49' 7' ( I CORNER POST RAIL STOCK 50' — 56' 8' o I 8" TOP & BOTTOM z V 57' — 60' 9' I I O I F--1 rrW VARIES OVER 60' 10' II (SEE PLAN) I 3"x3" METAL CORNER POST END POST t� FSI 3000 PSI BROOM FINISH CONCRETE I INTERMEDIATE TO ARTIST'S ROW TYPICAL 6X6 W2.9 W2.9 VM POST — TYP. 5» FINISH GRADE �i FACE OF CURB W ` I � . . 1" TOP COURSEnn Q x x xLn x x i� 2" BINDER COURSE \��%%� �� .�:�~ DRIVEWAY ~ �, ' • ° d j\ ! 16"DIAx48" DEEP CAST CONCRETEv SONOTUBE PARTIAL ELEVATION .6. CRUSH GRAVEL ( ) LOAM & SEED \ l SEE SKETCH ARTISTS ROW ELEVATION FRONT STREET ELEVATION DATE: II-2q-07 VERTICAL GRANITE CURB o " » " % 0 0 0 00 �\�`� COMPACTED EXPANSION JOINT '' S x 16 —18 o$S /� ` SUBGRADE DRAWN 15Y: 515,15 :6 MIN','-'-*. Q r / SIDEWALK SECTION SECTION FRONT STREET PARKING SCREEN DECORTIVE SCREEN DETAIL AT FRONT STREET ENTRANCE DRIVEWAY C 8 Not to Scale NOT TO SCALE Not to Scale SHEET: 5 OF 11 SINGLE GRATE: R-3588-A 8" CAST IRON FRAME SET m NOTE: MINIMUM DEPTH OF ON FULL BED OF MORTAR COVER IN ROADWAY NEENAH HEAVY DUTY AND SEALED WITH MORTAR CURB LOCATIONS IS 6'-0" TO 6" CAST IRON FRAME TO HAVE 30" ° 8" CAST IRON FRAME SET 4-FLANGE FRAME & GRATE CROWN OF PIPE. MINIMUM H-20 LOADING REQUIRED CLEAR OPENING AND HAVE THE WORD ON FULL BED OF MORTARDEPTH OF COVER IN FOR FRAME & STRUCTURE "SEWER" IN 3" LETTERS CAST INTO THE m AND SEALED WITH MORTAR CURB PAVEMENT H-20 LOADING REQUIRED CROSS COUNTRY TOP SURFACE. FRAME TO BE SET INA o FOR FRAME & STRUCTURE LOCATIONS IS 4'-0" FULL BED OF MORTAR AND SEALED WITH MORTAR INSIDE AND OUT. MANHOLE PAVEMENT CRUSHED GRAVEL ~.' • : FRAME AND GRATE MUST MEET H-20 LOADING REQUIREMENT CASTINGS SHALL BANK RUN GRAVEL BE EQUAL TO CLASS 30, CONFORMING TO �L CRUSHED GRAVEL GRAVEL GRA11 ,' :. ASTM A48. a 24" e, . •.. U BANK RUN GRAVEL ADJUST TO GRADE WITH BRICK = _ _ _ _ _ _ _ _ _ _ - 24" -0R PRECAST CONCRETE RINGS OPENING VENT-� RED SEWER BRICK SET INTO PORTLAND O i-I I I I I=� ��I �I-III-i CEMENT MORTAR. 2 COURSE MIN, 12 ADJUST TO GRADE WITH BRICK (12" MAX. ALLOWABLE ADJUST) a '11=III-III=III=III=III=III-III IIII=III=III-III=III=III-III=11' MAX. ADJUSTMENT. CONCRETE BLOCK OR PRECAST CONCRETE RINGS OPENING ' _III=I I I�I I-III-III-III- -III=III=III-III-III-III- ' OR BARREL ARE NOT ACCEPTABLE ' � 8" SLAB TOP (12" MAX. ALLOWABLE ADJUST) 8" SLAB TOP I I I I I�I I F1 I I II I II I IIS(IIII-1 �- Q a 48" <° d, I I I IIIIIIIII SUITABLE III I=I I I- UNDISTURBED EARTH OR LEDGE 8 MINIMUM a y I E7 FLOW-� BACKFILL I I I I II=I 5" MIN WALL THICKNESS BOOT REQUIRED WATER LINE _ _ _ FLUSH WITH INSIDE ON 5" WALLED INV. OF OUTLET IIIIIIII IIIIIIIII GREEN DETECTABLE TAPE STRUCTURES I-' PIPE COMPACT IN 12" LAYERS _ (SEWER) WALL AT LATERAL II-III III=I a EXTREMES w TEE - DIAMETER EQUAL TO 4'-0" INSIDE DIAMETER RISER SECTION r' z Qy OUTLET PIPE DIAMETER III=III I=III OVERLAPPING SHIPLAP JOINT WITH I III III- LASTOMERIC OR MASTIC -LIKE SEALANT. Z Q 40-00p - _ 12" MIN. SAND BLANKET E O_ a„ J H SEAL ALL OPEN PRECAST JOINTS WITH FLOW O p z '=IIII I=II i PORTLAND CEMENT MORTAR v SEAL ALL PRECAST - } THE INTERFACE BETWEEN THE JOINTS WITH MORTAR iv IIIIIII ,. IIIII� STONE BEDDING & THE SAND a SEAL ALL PRECAST 8. z °" ~' ,,p BLANKET SHALL BE AT THE a LEADING EDGE BRICK TO BE a JOINTS WITH MORTAR w o°0 00° 0000 SPRING LINE OF THE PIPE. PERPENDICULAR TO FLOW LINE 0000 SDR35 p o o 4 m z a o 0 PVC ° a 5" IF REINFORCED 3 SUMP z 3'-6" 72" I.D. 7" REINFORCED �800��g� z 8" IF UN-REINFORCED BASE SECTION o ° °•e MINIMUM ° ° SEWER GRAVITY PIPE OR SEWER FORCE MAIN 00800 00 Q°o J (NOTE: SFM SHALL HAVE THRUST BLOCKS PLACED 11= 08 ag�3°oo •.d.00 8$o - 6" LAYER COMPACTED a z ,. NOTE: MINIMUM DEPTH AT ALLL BENDS, ELBOWS, TEES, AND JUNCTIONS.) =II 0 S 8 0°&8 _ _ BEDDING MATERIAL. BEDDING a a 6" MIN. BEDDING IN EARTH a 4 6 MIN. BEDDING IN EARTH OF BEDDING IN LEDGE IS I- ° °• : • ' °°° II- w : .g 12" MIN. BEDDING IN LEDGE _ 12 MIN. BEDDING IN LEDGE 12% MINIMUM DEPTH OF 3 4" CRUSHED STONE: �I o4' °o` 0000°go�oo o� o° °o 0800°0 ° CR, SH SHALL BE 3/4" CRUSHED a ° •• '• .9•. / I I-IIIA O q O dd I- ° • °° �� 8 �° koolg00°00 oo STONE BEDDING DEPTH SHALL of 0 0 0° o Oo 0 0 00 0 0 00 oo•O o�o o BEDDING IN EARTH IS 6 BEDDING o� 08 0 0 $° op� �°°$ o o�°° �o » 75 p o 0 0 0 0 o O o Oo 0 O o O° 00 0� O 0°o0 L= = = = ° ° 000 0 - ° o- =I I J=L= IN LEDGE. cn �� oho$ 0° 0� oo�o -�-.� BE INCREASED TO 12 DEPTH 008% 0 0 0$000000 OoOo Oo oca 000 0 0 0 �� p o o�cQooO� a�°' 00000 ° ° o °oQO " CRUSHED STONE BEDDING op°°° SEWER TRENCH DETAIIL SII II-III II-III-III-III=III=III-III 11=11I�II�I1-III-I�I� s ° CRUSHED STORE BEDDII�G�°oo o°o° 00 4 p p ° °° p °°o° 0000 ° ° ° °o ° LI=1 �T I=1 I 1=Ll=ll��=1 111=ll1=111=111�1a1=ll1=ll1�11=111= LLJ op 00 0 0 oQ° 0000 °o 0 0 0 000 080 0 00 000 o O 8o0�0OO oO 0 ° 0 ° 0°O Not To Scoile -III I I-I I I�i 1-11 I-III-III-III-III-III I I-III I I-I I t-III-III-I CATCH BASIN DETAIL 6' DIAMETER SEWER MANHOLE DETAIL Not To Scale 04 a OIL & GREASE SEP E R A TO R DETAIL TOP OF SHELF Not To Scale A SHALL BE 1" ° Not to Scale ABOVE CROWN OF SLOPE ro HIGHEST PIPE. SEWER CONSTRUCTION NOTES: LIMIT OF SPOILS Z MATERIAL PILE DRAIN 1. MANHOLE STRUCTURES SHALL BE DESIGNED TO WITHSTAND H-20 LOADING AND � FINISH COURSE i'�,�,� SHALL NOT LEAK IN EXCESS OF ONE GALLON PER DAY PER VERTICAL F0011' OF � � ;, BINDER COURSE 2'-0" MANHOLE FOR THE LIFE OF THE STRUCTURE. !~ o a 2. PRECAST CONCRETE BARREL SECTIONS, CONES AND BASES SHALL CONFORM[ TO GRAVEL'S MINIMUM _ ASTM C478 EXCEPT AS MAY BE NOTED OTHERWISE IN NHDES RULES. CONCRETE z N ; o STRENGTH SHALL BE 4,000 PSI AFTER 28 DAYS. Ffl:�TiNC �fl.�?Ti .AI-- 12" MIN EACH 3. BRICK MASONRY FOR SHELF, INVERT, GRATE ADJUSTMENT SHALL COMPLY WITH 0 H "' a zo - .:........... ....:.:::.•... is r;` SIDE ASTM C32, CLAY OR SHALE, FOR GRADE SS HAND BRICK. .�. 04 ;F?Ea �� E'I- E FS.E 1 ti :::::::::::::::;: :;:•:::• 4. MORTAR SHALL BE COMPOSED OF PORTLAND CEMENT AND SAND WITH OR VMTHOUT NOTES: HYDRATED LIME ADDITION. 0 a .. 5. MORTAR PROPORTIONS OF PARTS BY VOLUMES SHALL BE: U w 12"x 6" WIDE STONE EDGING - _ -_____ : //��/jam\ , /\/, w 1. MANHOLES SHALL HAVE A BRICK PAVED SHELF AND INVERT A. 4-1/2 PARTS SAND AND 1-1/2 PART CEMENT; OR. Z FFINISH FLOOR _---_ _ P R p '"E �m UNDISTURBED EARTH OR LEDGE/ GIDE! CONSTRUCTED TO CONFORM TO THE SIZE OF PIPfE AND FLOW. B. 4 1/2 PARTS SAND, ONE PART CEMENT AND 1/2 PART HYDRATED LIME_. 0 a -------- - CX. EXI S : ' rS,�R ID r - %\%/\\ /\/ % v 2. AT CHANGES IN DIRECTION THE INVERTS SHALL BE LAID OUT IN 6. CEMENT SHALL BE TYPE II PORTLAND CEMENT CONFORMING To ASTM C50. ELEV: 14.4 FINISH GRADE \�/\\j V T //\�//�\' Q CURVES OF THE LONGEST RADIUS POSSIBLE TANGENT TO THE CENTER 7. HYDRATED LIME SHALL BE TYPE S CONFORMING TO ASTM 0207 "STANDARD F y CURB INLET i/ / SUITABLE EXCA A ED /� LINE OF THE SEWER PIPES. SPECIFICATIONS OF HYDRATED LIME MASONRY". IZ U 10 CURB 6" BROOM FINISH CONCRETE SIDEWALK' W/OUT \\j// MATERIAL [COMPACTED IN � ��, SHELVES SHALL BE CONSTRUCTED TO THE EILEVATION OF THE HIGHEST 8. SAND SHALL CONSIST OF INERT NATURAL SAND CONFORMING TO THE ASTM C33 Awwal o GUTTER \ 12 LAYERS TO 95% �`' PIPE CROWN AND SLOPED TO DRAIN TOWARD THEE FLOWING THROUGH "STANDARD SPECIFICATIONS FOR CONCRETE, FINE AGGREGATES." a x 6" CRUSH GRAVEL 1'_g" MAX. DENS11TY AS DEFINED �• o 0 9. ENTIRE MANHOLE STRUCTURE MUST HAVE WATERPROOF COATING APPLIED IN F4 ° z GRATE PIPE COVER LAYER TO BE BY AASHTO T180, COMPACT IN 12 LAYERS TO v CHANNEL. J DRAIN BOARD FREE OF LARGE MODIFIES PROCTOR 95% MAX. DENSITY AS z w 4. UNDERLAYMENT OF INVERT AND SHELF SHALLL CONSIST OF BRICK CONFORMANCE WITH THE CITY OF SALEM'S. W uo 0 0 ,� CLEAN FILL, DEFINED BY AASHTO T180, > MASONRY. 10. A LEAKAGE TEST SHALL BE CONDUCTED IN CONFORMANCE WITH NHDES STANDARDS. Z v 0 3 6" PERFORATED PVC UNDERDIRAIN 2'-6" 3" STONES OR PAVEMENT DENSITY. 0 5. INVERTS AND SHELVES SHALL BE PLACED AFTER TESTING. 11. PVC SEWER PIPE AND FITTINGS SHALL CONFORM TO ASTM D-3034 OR ASTM F-679 0 MODIFIED PROCTOR DENSITY. t .. DEBRIS AND COMPACTED TO ;° w 6. BRICK MASONRY FOR SHELF INVERT AND GRADE ADJUSTMENT SHALL (SDR 35 MINIMUM). JOINTS FOR PVC PIPE SHALL BE OIL RESISTANT COMPRESSION U PIPE WRAPPED IN FILTER FABRIC 95% MAX. DENSITY.* RINGS OF AN ELASTOMERIC MATERIAL CONFORMING TO ASTM D-3212. 0 COMPLY WITH ASTM C32 CLAY OR SHALE FOR GRADE SS HAND BRICK. ' o°o IN 3/4 STONE U 12. SEWER PIPE IS TO BE LAID IN CONFORMANCE WITH HE MANUFACTURER'S ° Z RECOMMENDATIONS AND THE CITY OF SALEM'S REGULATIONS. TOP OF FOOTING ° SEWER MANHOLE INVERT ELEV: 10.6 0 6 PVC (SOLID WALL) S=f0.01 30" DIA. MINI 13. SEWER PIPE SHALL BE LEAKAGE TESTED UPON COMPLETION OF HE INSTALLATION. 7_1 _ THE CONTRACTOR SHALL HAVE ON HAND ALL PLUGS, PUMPS, MATERIALS AND ' CATCH BASIN " _.' °r° Not To Scale SUPPLIES NECESSARY TO CONDUCT THE TEST. ALLOWABLE LEAKAGE SHALL. BE FOOTING 2 PIPE BEDDING TO 1/2 OUTSIDE 04 LIMITED TO NOT MORE THAN 100 GALLONS PER INCH DIAMETER PER MILE OF PIPE SUMP OR EQUAL DIAMETER ON ALL PIPE LESSPER DAY. MIN, THAN 24" WITH 3/4" CRUSHED .• �. '.; WATER LINE CONSTRUCTION NOTES: 14. AIR TESTING OF PVC SEWER LINE SHALL BE CONDUCTED IN ACCORDANCE 1WITH STONE COMPACTED TO 95% MAX. 6" MIN 1. WATER LINE TO BE COVERED WITH POLYWRAP UNLESS SOILS ARE TESTED AND STATE OF NEW HAMPSHIRE WATER SUPPLY AND POLLUTION CONTROL COMNAISSION DENSITY AS DEFINED BY AASHTO 12" MIN IN LEDGE SHOWN NOT TO BE CORROSIVE TO D.I. RULES. T180, MODIFIED PROCTOR DENSITY. 2. WATER UNE TO HAVE A 6" SAND BLANKET. ON SITE MATERIAL CAN BE USED 15. SEWER MANHOLES SHALL BE LEAKAGE TESTED BY EITHER AIR OR WATER 'TESTING IF APPROVED BY THE CITY OF SALEM. AS OUTLINED IN HE CONSTRUCTION SPECIFICATIONS. T� MINI CATCH BASIN TYPICAL SECTION ", 3. ALL GATE VALVES ARE TO OPEN COUNTER CLOCKWISE. (J 1 4. ALL WATER FITTINGS TO BE CLASS 350, ALL COPPER WATER ONES TTO BE TYPE K. Not to Scale 5. HYDRANT TO BE NO DRIP AND MANUFACTURED BY EDDY OR MUELLER. HYDRANT GATE NOTES: VALVES SHALL ATTACH DIRECTLY TO THE ANCHOR TEE. MANUFACTIURED AND INSTALLED IN ~� 1.) ALL EXCAVATIONS SHALL BE PROTECTED FROM CAVE-INS BY ACCORDANCE WITH THE CITY OF SALEM'S SPECIFICATIONS. HYDRANTS TO OPEN COUNTER -� AN ADEQUATE PROTECTIVE SYSTEM IN ACCORDANCE WITH CLOCKWISE. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS 6. CURB BOX SHALL BE SLIDING ERIE TYPE WITH ROD. r, (29CFR 1925 SUB PART P). 7. CORPORATIONS AND CURBSTOPS SHALL BE OF HAYES, FORD, OR McIDONALD MANUFACTURE. .S-BGRADE- w 8. WATER UNE TO BE 6" CLASS 52 D.I. PIPE. ALL FITTINGS AND PIPE SHALL AWWA STANDARD SUBGRADEi 2.) HIGH DENSITY POLYETHYLENE DRAIN PIPE INSTALLATION SHALL CLASS 140, COAL-TAR DIPPED OR GREATER. BE IN ACCORDANCE WITH ASTM RECOMMENDED PRACTICE D2321 9. THRUST BLOCK BEARING SIZES PER DETAIL. ALL WATER VALVES TO BtE RESILIENT SEAT AND NHDOT STANDARDS. KENNEDY, MUELLER OR AMERICAN FLOW CONTROL. / OVER CAST IRON FRAME & C DRAIN PIPE INSTALLATION � MARKER TAPE Oa�O Not to Scale v MINIMUM DEPTH OF COVER t:.:::...:.: ..NOTE: %.. ' :.: U QQMDO Ci2U5HED, GRAVEL..>..:4:.: ::..::.:.,.�.; TO CROWN OF THE PIPE :;CRUSHED.GRAVEL".:,.'.';:' Qw IS 5.0' iv SUITABLE ,o EXCAVATED TRENCH GRAVEL...-. GRAVlrL MATERIAL Q =1 11=1 11=1 11=1 11=1 11=1 I I-III-III-III =1 I I-III-III-I � �- ' _ � FINISH GRADE _ I I=1 I 1=III=III=III=III=III=III=III= = I I=1 I=1 I=1 I I- - -