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70-90 1/2 BOSTON STREET- RIVER ROCK RESIDENCES CONSTRUCTION DOCS 70-90%Boston Street (River Rock Residences) Construction Docs u PPOJELT 1UME Sheet List-Bldg A current __ RIVER ROCK I Sneet , a _. RESIDENCES& Sboe[Issee Current Revision Curent Rcrosion Wno.., 5heet Name Dare Remion Date Description P _ P a J I �I � O RETAIL 0-Cover ■ RboREsa ' A-000 Cover Sheet 02/17/20 17 3 03/OW2017General Revisions 4-Structural 70 BOSTON ST&13 Current Rev Rev.Date ® ®� GSALEM, A I-c"I 5-000 General Notes I SALEM,MA C-I Location Pan 02/17/2017 5 001 General Notes II IC-2 Enstmg Cor twn5 Wtl Pan 0 211 7120 1 7 cuFAI 5-I o0 Garages Foundation Plan LAIR PROPERTIES, C-3 51te Plan 02/I]/2017 15-10, Firs!Floor Framing Plan I LLC IC-4 Layout Fla^ 02/17/2017 5-102 5ecocd Too,r-aming Plan IC-5 utility Plan D2/17201] 5-103 Third Floor F,imMar PROJECT: BID SET IC o Phomri Plan 02/17/2017 3 031051201 General Reviwwn, I aac�n 1 C-7 0ero0 Pan 07J 17/2017 i 5�104 Roof Frammng Plan KHALSA DESIGN INC. G-B DetallePan D2/17/2017 5-200 Braced FrameEevatien RIVER ROCK 02/17/2017 C 9 Details Plan 0 211 7/20 1 7 i 5-300 Typical Concrete Details I �_Lan�dpe 5-301 Typical Concrete Deta n RESIDENCES & REV 2: 03/07/2017 5-302 Typical Coneete0e[aas I L l.T Mate.1,+Layout Plan west 0211712017 E,303 Typical Concrete Details IV L I-2 Materuis+Layout Pan East 02/17/2017 2 103/0720I7 General Revnwns 5-304 Typical Cor,Uete Details V RETAIL REV 3: 113 Gradin_ Erar men: 02/17/2017 1 5 400 Typical 5teet Dea,IZ I I PROJECT RESIDENTIAL ADDRESS: 14 � � yPi l2 Planting Pan 02/172017 1 O2/262017 Landscape 5-401 Typical Steel Decals II D R B SUBMISSION Revisions yp' 1 70 BOSTON STREET KHALSA ILDI Landscape Detail, oz/nlzon 2 OW712017 GeneralRevision 5-402 Typical 5teel Details III SALEM, MASSACHUSETTS LD2 Laodsnpe Details 07JI7/2017 SsiO3 T pcal Steel Delads IV 03/10/2017 `i,vK IRVILLEETSµuvTe�ero � sa04 PROJECT COMMERCIAL ADDRESS: soraERvnI.Eanm+<a lLD3 Landscape Details 02117I2017 1 ypical Steel Details V '°°i 3-Architedvral - I5-501 Typical Wood Details 1 13 GOODHUE STREET LO"""T"H16i IA-002 General Notes 4 Abbrenatwns 02/17/2017 5-501 Typical Wood Details II It SALEM, MASSACHUSETTS I A-01 O Code Renew t Egress Calcuato^s 02J 1712017 5-502 Typical Wood Detail,I I A-01 I Code Renew If 02/17/2017 5-503 Typical wood DeGiB N IA-012 code Review 3 02/17/2017 15-504 Typical Wood Detans V CLIENT A-022 Arcbltectural Site Plan @ First Floor Level 03/08/20 i 7 3 03/082017 General RevisRevision, 5.-505 Typical Wood Details V1 LAR s Revision,� Properties,LLC IA-023 Aremcectural 5ite Plan @Garage Level 03/05/2017 3 03/017 General Revisions 1 282 Bennington Street IA-I CO Bidg A-Garage Floo-Plan O2/172017 1 15-Mechaneai eument Rev. Rev,Date East Boston, MA 02128 IA-101 @0,A-First Floor Fan OD172 -0 017 I MOo ec. M 'namcal Leged t Notes J IA-l02 BW1 A-5econd Floor Plan OD 1712017 I M-001 Mechamcel 5chisdIns, 2 03/07/2017 IA-103 Brag A-Tmrd Floor P4 Bld an 02117/2017 3 0308/2017 General Revi,wrs Inn-002 MochanTvl 5chedules ARCHITECT STRUCTUf2 f�IGINEER MEP{FP EN(��NEER IA-10g A-Roof Pan O?J 1712017 1 M-1 oo Mechamnal Basementoo FT.,plan Khalsa Design, INC. Goldstein- Llano, LLC Wozny Barber&Associats, Inc IA-105 Bldg A-Ertl Unit Plans-West 02117/20,7 1 I M-101 Mechanical First Floor Pan 17 Ivaloo Street,Suite 400 125 Main Street 1076 Washington Street - IA-IOG Bldg A-Enti Unit Pans- I st Floor center 02/172017 1 M-102 Mechanical 5scond Moo•Plan I Somerville,MA 02143 Reading,MA 01867 Hanover, MA 02339 I IA-107 B12 A-Enlarged Unit Plans I st t end Floors-East 09J17/2017 I V-103 Mechanical Third Fool Plan t:617-591-8682 t:761-670-9990 t:781-826-4144 A-108 Bldg A-Enlarged Unit Mari Floor Center 02/17/2017 i I M-104 Mechamwl Roo!Pan I IA-109 I A-Enlarged Unit Plans-3rd Floor Center 02/17/2017 1 M-3cc; Mechanical Typical unit Plans ILANDSCAPE ARCHITECT CIVIL ENGINEER ATTORNEY IA-i 10 Bldg A-Enlarged Unit Pans-3rd Floor East 02/17/2017 I M 30, Mechanical Typical unit Pans I Blair Hines Design Associates Williams&Sparages Joseph Correnti,Esq. Risia iwe I' IA-200 Bldg A Reflected CCImg Plans 02/17/2017 I M-302 M¢ameai Typical Unit Plan, 1 318 Harvard Street, 191 South Main Street, Serafini, Darling&Correnti IA-300 North 4 Wes!Elevations 02/17/2017 3 O310&2017 General Remslo,ls I M-303 Mschamral Typical Unit Plans Suite 25 Suite103 63 Federal Street IA-301 South t East Elevatwns 021 t 7/2017 3 o3/oB20 n General Revisions 1 I M-304 Mechanical Typt,f Unit Pans Brookline,MA 02446 Middleton, MA 01949 Salem, MA 01970 IA'302 Enlarged E.tenor Elevations 02/17/2017 3 03/OB/2017 General Revisions i L1,1400_Mecxan,cal Details A-400 Bldg A-5cctlons I it 2 02/1712017 M-401 Mechanical Detail, t:617-735-1180 t:978-539-8088 1A-4G1 Bldg A-Scccians 3 4 4 021I712017 1 1 MA02 Mechanical DetaJs IA-402 Bldg A-Nall Section 02/17I2017 ; I M403 Mechamcai DetaJs 7-P.mMn 9- _ g Gommvn¢anws A"403 Boy A- WAD SG:.iams 02J 1712017 I PM I Plumtnrq legend.Schedules. 4 Notes I T-001 Legend Abbreviations-Gene-al Notes I A400 Bldg A.N'a1'SeCwns 02/1712017 6-Eectncal A-50o B1d A.5e<bon Debih 02/1712017 i Current Rev. Rev.Data P-002 Plumblrq Details T.101 Grooms!Floor tic+Voltage :mot ,i sir IA-510 Bl�g A-Par,Dittoes 02/17/2017 1 E-000 Electrical Legend and General Notes P-003 Mumbirig Detans T-102 First Floe,Low Vdtage A-6o0 Aldg A Bathroom Plans 4 lnteno,Elevations 0211 7/2 0 1 7 E-00I Electrical 51te Utility P-004 Plumbing Kiser Diagrams IT 103 Second Floor Low Voltage I IA-6o I 5101 A-Bathroom Plans t Interior Elevations 02/17/2017 E-002 Electrical 51te Lighting Plan P-100 Rumbmg Undergroud Plan T-104 Third Floor Low Voltage I REVAvoxs A.603 Bldg A- [<xen?Ions t Interior Ele at cans 02 17/2017 E-1 OI Electrical Garage Lghbng Plan P-101 Plumbing Garage Plan T-105 Roof Floor Low Voltage A-604 510,A-blchen Plans 4 mtenor BirvAons 0211 7/2 0 1 7 E 102 Electrcal First Floor Ligbtmg Plan P-102 Rumli First Floor flan T 401 Enlarged Unit Plans Low Vdtage I I A-GO5 16,A-Kitchen Puns 4 Interior Elevations 02/17/2017 f-103 Electrical 5scmd Floor Lighting Pan P.103 Rumong 5ccond Floor Par I T402 Enarged UmE Plans low Voltage Ip IA 700 ild9 A Star.#1 Plans 4 Stctien 02/1712017 1 1 E-104 Electrical Third Floor Lighting Plan P-104 Plumbing mad Floor Ran T-403 Enlarged Unit Flans Low Vdtage A-701 Bidg A.5ta,,#2 flans 4 5ec:Too 021.712017 1 E-201 Eectncal Garage Floor Power Plan P-105 Plumbing Roo!Floor Plan i-501 Deb,ls Low Voltage _ s A-702 Bid A-Elevator Plans t 5ections 02117/2017 i E 202 Electrical First Floor Power Flan I P-201 Plumbing Garage Gas Plan T-GO I Wser Dagrams Low Voltage j I F I E-203 Electrical Second floor Power Plan P-Wi? Plumbing First Floor Gas Plan I A-705 5taotalso 0 2/1 720 1 7 A-706 9tar 1r a and nd Door Details 02/17120 1 7 E-204 Electrical Tmrd Floor Power Plan P-203 Plumbing Second Floor Gas Plan I O-ineri tor Oesgn Current Rev, Rev.Date IA-800 Door t Window 5choods 02/17/2017 3 03I0512017 General R.evlsioro E-205 Biectnpl Roof Power Plan P-204 Plumbmg Third Floor Gas Fan E-301 Eli Garage Fleer Fore Alarm Pan P-30, Plumbmg Unit Plans ID 100 a_t 1 Fool Plan e IA-502 D.,4 Window Detau, 02/1712017 ID-IOI rst Floor plan 2 3I0712017 - — I A.804 Din-4 Window Deans 021;712017 1 Ele<ttical Fist Floor fire Alarm Plan I P-302 Rembmg Unit I I ID-IO2 Second Floor Tan _ E-303 E:ectrical second Floor Fire Narm Plan P-303 Pumleme Unit Plans - I A-BDS Door 4 Window Di 02/17/2017 A.103 Third Floor Ran IA-5 Partition Types 02J 17/2017 I E-304 Eectncal Third Floor Fire A1a,m Plan I R304 Plumblrq Unit Plans I ID.801 Fm1sh 5chedvles = IA-8 13Root Details 02/17/2017 E-305 Electrical Roof Floor Fine Aa,m Pan 1 P305 Plumbing Unit Plans 81 Ev101 Electrical Power Peso,Daoram A- 4 Rao1 DetaJs 0 2/1 7120 1 7 1 712017 E-003 Electrical Fire Alain Riser blagram 8-Fire Protection I I-Exterior 5gnage IA-81 l MISC.DETAILS, 02/1 IAV-2 Perspective views 1 l/2112016 3 03106/2017 General Revisions i E-501 Electrical Utility Room Plan FP-000 Fire Protection Legend 4 General Notes 15HEET I Roadside 5,1n Eicvation Cover Sheet AV-3 PeropeRTve Views i I J2 112016 3 03105120;7 General Remsions E-502 Electrical Typical Unit Part Pan IMF TOO Fire Protection Details 15HEET 2 6teoor Bmldmg 51gn Elevatons °e IAV-4 Perspective View 1 �12,12019 3 03/08/2017 General Revisions E-503 flectncal Typical U .t Part Plans 'P-1 W Fire Protection Garage Floor Pan 15HEET 3 Esterwr Mounting lccatie^s E-504 Eectncal Typical Unit Part Pans I FP-101 Fire,ro oo,,on First Floor Tan E-505 Electrical Typical Unit Part Plans I FP- 02 Fire Protection Second Floor Par E-Go I Electrical Schedules 2 03107/20171 1 FP-103 Pre Procectlon Third Floor Plan A-000 I e-G02 Eectncal Schedules 2 b3/07/20171 1 FP-500 fire Protection Typical Unit Part Plans 2 1 I E-701 Electncal Details FP-501 Pre Protection Typical Unit Part Tans a FP-502 Fire Protection Typica,Unit Part Pans gryEV 11 Jt,`I,1 eiuLvicesR aL VROIEU LIME IN " NDfCATION OF MATe9IAL5 5YNBQl ARCnITECTURALABDREVIATIONS RIVER ROCK RESIDENCES & RETAIL 'rY.. ,. ,. 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III o1gn3 70-92121/2 BO 65IDN STREET DATE FEBRUARY 17,2017 i On U W m AOunory Pux C-I ARCHRECT: KHALSA DESIGN, INC EXISTING CONDITION PLAN L-I 17 IVAL00 STREET PUIJ REFERENCES: PAN NUMBER 448 OF 48 SUITE 400 Cn Z GRADING k DIMNAGE PLAN C-} SOMERVILLE, MA 02143 w IAYOUT PLAN I G-4 - LOCUS DEED REFERENCES U 3 OWNER: 139 GROVE cTPFF- REALC' TRUST EOOX 34139 PACE 369 UTIO PVN c-5 2a2 f?"'.'."' Z W p Ln PHOTOMETRIC P'.AN C-6 W DETALS PLAN °-] RIVER ROCK RESIDENCES � U -- Lu pe"`= `� " APARTMENT BUILDING : 70 BOSTON STREET & 13 GOODHUE STREET °e � � UNGSGP[ PUN - 8 v ZONING TABLE U o ZONE: NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED USE (NRCC) & O O ~ a RE°DIS.000 L? PROMDD TOWNHOUSES: 72-80 BOSTON STREET � , 0 :E uwmuM LOT srzE IS.oOO eP /},}BB ,p (yJ M C) MINIMUM LDL AVFA / p'J 3,500¢.!. 00[S NOT COMPLv > �_ G W MINIMUM LOT WIDTH 60 It. 4I6'k SALEM1 IY �, m J MINIMUM STREET FRONTAGE too 11 9]]IB It ( LWLJ V1 MINIMUM FRONT SETBACN - ]) D. (GOODHUE Si) 00 MINIMUM 510E SFTSALN - 9.5 IT Z MINIMUM FEAR SETBACK - - - g Z MINIMUM OPEN SPACE - SB S s [L O Rpi MMWUM BUILDING HEIGHT 50 1L A6S IT ,)- Z MAXIMUM STORIES 4 4 � _ 0 MAXIMUM BUILDING GROUND COVERAGE 00% 3OS P�L� r O m c 2 lP 1 U92 / 69,196 ME iL°OR ARu RATIO (!39.592 GET) (SEE ARCMDEC,U SUES) J}. O _ ENTRANCE CORRIDOR OVERLAY DISTRICT (ECOD) 8.9 U IT PURPOSE THE PURPoSC OE TIE ENTRANCE CC NIWR OVERLAY OISRBCi(ECOD)IS 10 O ; IT ATW T GA UNWFEYING BONING RFEVUFORS M JESGWTE°AREA$HE C 1.ARCTIC,AND ENHANCE ME 44pR ENTRANCE AAK I110-NE ell,AXO J N UJI 2 ENSURE TUT SUCH AREAS ARE IMPROVED IN A MANNER WHICH IS IN ME BUT INENEST _ O (Of M,D", — fll EM f^ BUSINESS HIGHWAY(BR) O RESIDENTIAL TWO GAMILY (R2) �r CvER S� CO ED PROJECT NOTES. V` G� 01) FASTING TOPOGRAPHIC INFORMATION 15 THE AULLT OF AN ACTUAL INSTRUMENT A LF ST RTC PERFORMED RY WILLMM$IF SPARACES LLC THROUGH ALARM F.B.SOME m EGNE ,,C TOPOGRAPHIC INTONATION SHOWN ON MUMATO LOTS NAS BEEN DIEm]EO LOCUS FROM EDOD VARIOUS SOURCES. z. Map 15 Parcel 299 AEL EENUE HS SHOWN A9E REIERINCm TO THE NORTH AMETH .yTA OF ,BaB NE p W _ (xAwea) A '� r 3 THE USUR S SNDIM WE ME RESULT OF AN p TUAL INSTRUMENT SUNECY PERFORMED ti p'y m W WILLIAMS k.SPARA0E5 LED FROM VARIOUS Iµ5 ON FILE AIM THE CITY OF SALEM /gyp 805 AND OTHER UNS M RECORD.NO REPRESENTATION ON AMBIEN EE 15 MADE AS TO R2 BOSTON S:1-- -- ZO,E Fcc - -o ME ALNRKY OF!M LOCATION OF LE SUBEUPfALE UntRIES AND SHOULD BF �ONC CONSIOfREU WEREEMPRIE. ZONE R2P. - I U ILRIES SHALL 9E YCAFlCD iN ME AEG BT THE CONTRACTOR PNgR 10 ME P. DIRE OF CONSTRUCTION AND S MEL NDTTTY THE OWNER'S REPRCSENTARVE IF ENISnxL N a 9 CoNDIr1ON5 DEFTER FROM THOSE SHOWN SIR THE PLAN THAT WILL PREVENT THE "HOSED vgRN FROM REINS COMPLETED AS INTENDED, N u P N m 5 WRING CONSTRUCTION MAKING A CONSULT ARISE A7M_EN AN E[STNG VTUl AMID O IN w RCAl MAN. THE CONTRA Ir.SHALL NOTnl THE OWNED"5 R[PR[SCNI IN Z Y WRITING TO RESOLUTION BE THE CONFLICT. O O 6 CONTRACTOR TO GAL DIOSAFE PRIOR TO CONSTRUCTION:811 d ` ME PROPOSED WATER CONNECTOR SU E.T9 GEN.W C h LOUE TO PE DESIGNED IN Q a P o ACCO CE WITH 296 CUR ,COO' LUTORM SUTC RUMBO,G COIN O ; B ME CONT20CIOR SHALLVERIFY ALL WELDINGDIMENSIONSWe ARCHITCCTIIW SAELIFICATIONS PRIOR TO ME STINT OF CONSTRUCTION. E 9, ALL PROPOSED BEGAN FEDU ARE 10 BE HOPE OR AM UNALW RCVF°EO UNLESS U., v v OrTERAISE SPECIFIED 1- L S V 9 E n UP 10 PROPOSED ASTER suPVLr 5HW Sua M2roNTAL PIONEER 1 c E u nI nI IN II WHENEVER FEASIBLE,OFFERS WILL BE WO AT A MMIWY OF 10 FEET.NORRONTALL1. a F 2 .� MGM ANY EXSTING M PROPOSED WATER WIX SHOULD LOCAL CONDITIONS PREVENT A c O AVTERAL SER*MnOA OF 10 FEET TO A WATER MNN GIVE SEWER MAIN WILL at UID M U n SEPARATE REACH AND TOE RIVATION M THE CENTRAL OF THE SEWER PLACED ai q HE ° q LUST 9 INCHES BELCH THE Arv(RT Or 'E SUED RUN ANENEAR DEATHS VED p E 6 Q O J C�55 UNOCR WATER MAINS. THE SENIOR SHALL at IAIO A'SUCH AN ELENNENN GMT ME CAN OF 1HE SEIYER 5 AT LEAST Ia FRISES I.THE INVENT Or ME WATER MAIN WHEN R 15 IMPOSSIBLE TO OBTAIN HORIZONTAL OR VERTICAL SEPARATION AS STPUU EO F9DVE BOTH ME WATER ANTS AND SLWtn SNCUID BE EXGSED IN VI Cn! CONCRETE FOR 10 FEET EITHER SIDE OF WE CROSSNG. 12 MC A°PUGWT SHALL CDOROIIwR 1 TXE SALEM PUaI%BERMS OEO GMCNI TO ENSURE PROPER DOMESTIC AND FEE ROWS PRIOR TO BWLDINO PERMIT. 13 VERIFY ROOF CRMN LOGTONS WITH ARCHITECTURAL PUNS a 4 PARKING CALCULATIONS ,. ME EONTRANITA IS 1.AL AFFO FOR THE NI°IEGIIDN DF ABUrtING PRMERITES FROM DIME EUno.N TO ALL PROP6m sIE AORX urtcaR. REQUIDEo svaLcs PRDMDED SPACES F-1 9 '•"g 15 ME FOUNDATION PERIMETER DRAFTSHALL BE INSTA,10 IN ACCORDANCE WITH ]E CMR -- 2 p"1'..eo ea�•'1 5905(TXF MASSPLHVSEiiS STATE OUTGOING COOED RESIDENTIALT aTRAIN 2 PER UNIT - 100 96 0 N l5 16.SITE WORN [ PEv wI1N CC SCATT AMERICANS WILH WSABW'nE5 ME AND (/S NASSACHMSEFUN iS WANCMIRCNML 'HE BOARSD RELYUtANs FAMYLRCII 1 SPKL PEA _ SEAL I], PROJECT REQUIRES COMEMGE UNDER E RATES CONSTRUCTION GENERAL PERMIT AND ME BE HF,OST=5 ME PRF.%APTION OF A STORMWATER POELMON PREVENTION.PLAN. 18,ALL DIPECFIONAL SICWOC AND PAVEMENT NgRAIRCS SM1 CONMEM TO ME VTES TOTAL 1a5 96 EV ICN OF THE YANWE OF UNIFORM UNITED CDNIRDL DEVICES, ACCESSI@U IN AN INC MOLE). !B. SEE VNOSCAPE PUNS fOR PUNRNC PIAY.PMhRS LOCATIONS h DETAILS TOTAL P0.9NING M LOL 13(6O MILE)= A 6-,D 30. HANDICAP ENGINEER EERFARESPRh ACOFSS(OTHER MAN WITHIN OUADA 6)SHALL OESICN[OIrk Y B1 ENGINEER pYtOING SPEOEC GRADING THAT IS AOA(LMPLIANI Al p E9 E%EROR.91 BURNING GARAGE IF 6 TOWNHOUSE GRACES 96 CONSTRULRON - - - 80% CoONn1STRUC T90IN SET ea DATE: FEBRUARY 17,2017 W� 1 rn ORS PROJECT NOTES U LL E%Is11Nc rOPW RnPHIC IxfOgwTlou IS THE aESufr OF AN nclunL INSTRUMENTz O ® SIGN'STOP SURVCY PERFORMED BY WILUP45 III T ERMAGCS LLL ROUGH MMCH 2016 SOME LEGEND OF LfJ z IV IOPOLNJNK NEORMA+qN SHOW,ON ABUmVG LOrS W$BEEN OIUITIiEO FROM Q P Isv ..Up SCAJAY. SYMBOLS SON 'no noJET r ,Q z ALL cEVAnOAS SHOWN ARE REFERENCED TO THE NORTH AMEPILjN LIFFi DATUM Or EXISTING CONtOUR ,< Q LET D LL, \ CNffR'y ONE }. 19BB(NFVD00} \ SIGN 'p0 NOi E% 5mH M'Y. y%. 5C�4}S— O)vFS _ R EXISTING NTS. DFRBASIN D ti LW N ,Ai,h-R._, (IT9FL[D Doi) 14 THE UTUNES SHOWN MC THE REWLT OF AN ACTUAL,INSHNIVENT SURVEY PERFORMED W flits:9Ll n dr WIUMMS L SPARWES RECORD INOM FFEREN RpiALAN OM1'TILE M,IH wC ABC M YlCM EpS11NG GTCH RESIN TURV ONLv INV=}3MIb') 6 FARO OBSq PIANS'.IE RECORD 0 REPRESEMARON OR Wpgg6NF£i5 MPOE 0.5 r0 K I—I.0$IB') SIO iµ[ACNMLY OE THE LOCATION OF HE suBSUarACE urlpn[s o SHOULD 0[ EXISTING DRAIM Y yy 'S1U^' VON ONE RA'k CONSIDERED MPRO%rMAIC MANHOLT V N HO LEFT IRA' UDICHIS SHALL 9E ITHOCD IN ME 1..O BY TRE CURIRACTDR CHG.P O 111 .rFz r/L va`'�X7 SIMI OF CONSTRUCTION AND SHALL MONEY IVE OWER'S RV REss_NIATNT D EXISTING E%ISTING SEWER ® O W ` CRO 5�^ 'ON1 w SON'Slop'T, 4 CONDIT OIRER FROM THOSE BMONN ON THE PUN iml WILL GREV[Ni E w ED S O x01 ENDN 'NO LEFT CAN' PROPOSED WORN FROM BEING COMPLEIEV As INTENDED E%ISTING SEWER = N W 5. EONCLUMSOR 10 GVL DOSAR PRIOR'0 CONSIRUCIION. 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PRLPERtt DOES NOT LIE WDHIN P FLOOD YAZARD AREA(ZONE A)AS SHOWN ON EXISTING WATER G4TE � � Q C� Q � n F ,.1Id} ,REE v I z'..A �`$¢ 5 _�y0" _ _ 4 RMD INSURANCE MR MAY NUMBER]$CO9COAr BL.EfTICME wiE DULY 6.3014 •q y rn O C -Ea--` F \SLN VP/553 w NG EXISTING M9RANi .`} L S'RIP f'rP) IX SO,tttSEyEVS ,4„ ,F 4 CITY PARKING LOT �� iST ON[ wnv' E SIGN'DO 01 (V9;eD p.H EV I] T E' n EXISTING E SPACES cO/N ' P<��Ny T4 R E%IEMSNNG Orc WIRES, OMW \ ` SWN N_ L CT J T p \ \\\\) \ R/.A. \O y\ VERHEAB :5 m w_ _ _ _ g.� ENTER' S � 4 F / ES M1 mEc ,O IyS,k FTry 4% f Th s \ SONwzr''ONf Rk,SNH EXISTING CURB J W Q - N a % WONLPEiE � t- UJE Cur POLE O CO. , -R'0 _______ a I Q C/1 P m n u uN/ $Sti EYIST VfF \Y CO. wAr t" .,AID EXISTING PEWE OF F w eHAn t - .� 3 t ' F\ (p,Li AVE4EW I IN TO aP F. - E _ z4^z5M1'B'j3� \ V91 � Y TFq SILx'BN[LME' N s /FARH N4' -FCE Y S,OCXWV eG32w3!. f`'•�. \ i \ A \ P 51 EXIST T PMONE _ 4 6 'NO AR NG' / NUN Y OFF Up FES1 E w m m \ \ 536 540'F 35.jO:r \ BNC LON EXIST UN f _ uxDFRLRDuxP Q NI q sr_ry.r Sr., i. 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LED e N O t I 4 5 ,9'SEWER 6 IX151.E F FULLRIM=313Be BOSTO STREET -.//` I _L IS, \ os s CD � _','' iJ (PE BY AM]SY] zOYL �vvJ-v�v— v—v—v Y I 4'Lfj'�=ry�E aEYED�^ � '.�l` Nv"$6.4] ]C WALE?4nIN �V \OOC'CA4 rW 'y II��TI E- a ba I \ LP IIl9E. VL AWDID W.t3 RO aii N W uP p WI w w/ r 1 z of V) / SEAL i c , PROJECT NOif S 90% CONISTRUCT90m GL'FY ,. EXISTING TOPOG" IL INFORLATON IS THE RESuu pr AN ACTUAL INSTRUMENT N TOPOGRAPHIC PLFrpgMED er wlwAMs h sPARAG[s ucN THROUGH MNi. z01D.p ME ] ALv ITRUG E0 IN PINES ME TOM NDPE DR APPaw[D fpu.F1 UNLESS OTHEFwIS FEBRUARY I7r 1017 W m OB LOPOGRAPIIIC INMRWTION SHOWN ON AT INL LOTS H0.5 BEEN DIGITIZED OM VARIOUS SOURCES SPEGIFTS u u I.E. I 111 XINNI RNLMN PHI FU LAWLEU IU IMF NO LMLAN DATA. IT. D P(o.10.ATE"1.1.1 GI ALL I.I.P Or A B-.1.FOR FMI T1`PXL310N µ0 A 1' Z n (NAMM01 E LEGEND OF SYMBOLS W z J ME'UTILITIES SHOWN ARE ME RESJLT OF KRML INSFRUVEM SURhY PERFORMED 9. WMFERWP iEL51BLE SLIVERS WILL R(UT AI A AFNI4W OF ,O RCT NP 3pxrµyM,ryp. 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B mE - _ Itl- AIR N4. - CLOSE EI.E1U �-"�_ 2 p'I Zpc�AD Rx I� VI.._F0 �3 OLRL CUT IF Md TELI OTRTINC,ITHL f • .. - _ SEAL \v— a z LLJ 2 3 CEN RA UP m NOTES, Oo o Oo C NNSTRucygo I SET ITT DATE: FEBRUARY 17,2017 1 LvYNNAI OR MICI Fm HALL BE.ymlc cR+w,Icxs INCLUOxG NNUNLs N E. ,D T LANSTNucTEDN FNGM[[N swu BE XD:m[R 01 ANY RrsLRERANnEs Wp/GR cpNTL<1s U tL OF ARR MNN ilflllGE$W:1 BE RESPVINED WIN APPPOPPNIELi yZ(D iNRU51 BLOCKS O OP PESTWJNIHG GUNDS. Z V1 TESPNG..FLUSRING.AND INSPF.R CF aCW IF.BERric55 S.BE Ix ACCORDANCE wITT LEGEND OF SYMBOLS N`YN THE REOUIPEMENiS OF'IF CITY OF SAI L ' 6� ;Y0.5Y.LXUHALL APPROVED D SBN V FAR LXCCM VALVE 0.55FMBtx 6aLNFLDW _- To w W 0 vPEKN1EA SHALL BE INSik1D Ox EW Ftll[5(aVl[[5 EXISTING CATCH &$IN Ip JSS 2 IRE`E..ED IN10 EX51WG PAWNER,EIWL BE-..1 vAYCr1ED EXISTING GRAIN U LLJ W 0 N A6 NL STONY ONANS.BE T3. •C✓E EXCEPT AS OIxEAX6E WR9 HEREON. MANHpL ■ w cr UNCEPER.".RICIRIL.IERUI C.ME AN.CAS SEMGC 4WX IF .1.110'1 EXISTING SEWER O Q ACCORMNCE PIP,PE iREENA1.1^S W THE U 'EN,.0 J,AMoY:,AN EXIST $EWER 5 WA2R AND BENEFIT$.BE CONSTRULlE..11 A YMINU.xRTHAR) AL BEPAM.OF MAIR III ® VI W © µ0 FEET.A MINIMUM VERTICAL SEPARATION OF S INCHES SPA.L DE WINIA'NEO WHERE WHER .W/ UP/554 0 SEEDER WILTI[5 CROSS, EULB DF RESE50 CONDITIONS CANNOT BE MET.THE SCWGR EXISTING WATER y- = w WInkL BE CNL'ASEO IN A SLEEVE FOR A OISTAxCE L iEET ON EACH 510E Of ME AREA o v ERE THE RFSUIRCO CONDITIONS ARE NOT NCI. - E%15PNG WATcRN CATS b Y N EX SMH 4NN B ALL NEW FEWER MNNS WO BROWSES SHALL BE SOP.15 HC PPE CONFORMING 10 ASTM ¢ U O gUBEIO ON.) Ex SIR p]L]a.SEWER PIPE WITHIN 0 FEET OF HHE BU40W0 LYLL WNLORM ID*HCN1.11 EXISTING ITYU.* Q y =3 B] \ RIN-IOA2S RLOUR[NLN�S.OF,ME O OF WEE IDEAKE.SHALL BE IN LONFONMIM1 W.Ix E 0 N N ` CITY EXISTNG UTILITY POLE 00 u Z T W�SERVICES WC IP ..SATE AND GRES SWY BE ECOUN EO BY ANCX.RCI.0 LL_ M L I NE IC4 ENGNECR EXISTING OVERHEAD O./ NFL GAS iM1V'ARE.uLTwTEtr�.y ME EY11TNtr SC F.D. 5 � FH 05CXl5GC TO AN NL- v) W o Cp� LAY EXSPNG CURB J S 4Og p v ALL PROPOSED FLAGS MANHII A.UPS LOWER THAN ELLVAMIN UDC BNALL BE I� O'� _j - 22 W q4 ! \ RW.OER WTI w.L1FAFwI COVERS Ex1511NG EDGE OF PAVEMENT W C W ]B• TO SHUTOFF VALVGS WE 10 BE PROVIDED FOR ALL FLOOD RAH,WITHIN THE PWNWL W 0 ID" m H b W Cs MAT ARE SUI TO INWOAnON DURING FLOOD EVENTS. SEE BUILOINU EXIST. UNDERGROUND f �/ 00 ELL * THEE 2 ECHANIGAL PLANS FOR DETAILS TFLEPHONE J L W} ,TREE 1— \ A PROP. IYIAADLL ILLMAl10N5 ygWN ARE REFERENCED T 1.1 NORIN WCRIi1X OVA OF VE. EXIST. UNDERGROUND L LALA \a� -L- 4 UP/55}W/0- R01-Y.Y3 '\ EX.5NH SEiIER /.S. Ay CHY PMMNG Lor �� FMCS[ \g !SIGN'DO HOT NNf IN* II ALL CXUVARON TRFNGHTS.OF IN KCORI TO STATE AVO FEDERAL UWS. Z _Y - ENRY. TO RJpF EXIST LIGHT POLE O O `V (LABELED W X +2 \ X' \\\TYING 6 SPACES (\ �� 1 C A 1. \ 4 ] UATED.'0I.P.TW.�APC XOT TC BE NEV O I N A9WDONEO SMNL BE Qrt SAR d N 4 RESTOREE SINCE DONG;BUM CARD AS GIRECRO BY THE CID'OF SALE../ENCREENM.DBURN.UT UIYS SXW CAS SHUTOFF BE SPIN UP TO L BE FINANCED ADEgD I SPP O ED LE f NEw NN�r LMF9 ARE M[C(SWA I.Al0 a t B P \ QE'A- u\ Ot S g ryyE[CWf�.SUSNHA YM1EI1 NCIY IW SHALL BE epOWpEp IN WPNhO LGGTIM GAS GTE R 0 4 [ ( LARDS RM-918 IS PIK`PoSW TRMfPoRMER PAR C APPROARATE ONLY ELECTRIC GEORGE TO BE m � TS pW POLE AS OED) \ a\ INV=a CO TETRMxFD RA DUFFEL SIGN J J O y SC. ¢ (F,C,c,0) PpOP. OpAIN FLOW �` C) F i \- FULL IF G WINE _ t / \N `F TB.CONTRACTOR TO BE PESPONBIBiE TO CONPI(THG ALL REBATES FOR WATER rvG1E1f5 F— yOLwR , PE URUIY X \N \ T. UP/55T 20.UNGERGRq]NC ELECTRIC 10 BE PROVIDED TO uxOYAPE ISLAND ARE D 5°ECRRO B1 PROPOSED ORION EX_CCHC l I' CANEY,(TO BE COOROINATFD WPH CONNACSON) PROPOSED CATCH EAGER O f{ F4fA /'S MOx TIRING • �, I 4 6 UO WELL y ) d PROPOSED RDOF D.. 6 AI "REPOSED �0I I L � Q D.H/ 0 0 BRS R'[ F �` QR•/.� �� qu IBBS d� PROPOSED SEWER STREET ■ RXESs EL[v lry C Cl PR OSEO 10 � I _1NFS�H ��\\\\\\\\\\\��] POOY LOBBY �q CI /L N\I{}\ NSt, TIN=SB2/ /PECYCLF NDOM C'L L\\\\`I �' H DON' REJ. [. F /Tl \ / ^I UP NERC PROPOSED LIGHT }Q • • E\,X\1\\1\ll1 ^ ENCLayRK [LFC CluEIENs a( O w�Yf \� I I eEFva !D¢v 1ys I G �C \ wNe MgR7. RE7'�B(IQ,p L w 'F/v \ EX.ON. 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NMFWLRM:I mETO ,yl 1 V) En8 BE W-211.CO S Broi'1SGI YSP T 'RAH W'G Q IS ,00 T _ T ^s —.y COF. r OPW NH .-I ;F ®--�— B N g s 5 u —— Is'sFv]ER B E NST sNH S� e lasp5 B ® R�PMLL .R=_RB ® BOSTON° STREET t,_�� 3 v�i _€ W/RUV \M ATE WE AE ADEQUATE VflBF)m �� -- --- PIM.35M11 NECESSARY A MEN TO SWIl BE -V—r vi v—yWA1E9 VNN N— SEAL e"sEwcR Ln - INVers.a) PRM y DEO IN APPROAED LOCATION. 20' '� �`0 �'OM— i �N. —v J IN O uP 1.f2sb /TB z W UP 15s+ TTj _r l LUMINAIRE SCHEDULE - POLE MOUNTED LIGHTING --00% COUVISTRUCTY0#1 SCAT SYMBOL LIBEL OUANn1Y CgipwG NUMBER EA10N LIGHTING OESCRWiION — IAY„ rlLi LU P.010METWIC Hu OATS MAR[N 10,2017 BID $,NEEIWp9x5 SEAICS LEO U?ID-EU}LEO-E-p-i1-155 TYPE M WIDE al U 0 r e n D1NBII.CILCIRKAt.vEMSrk k POIL �]',,,_R,uL.0 .;Mx 3, SRO'+ n R irtm-rn�im_Fu_n.-HR�mm�e L TC RE SHE OnEO BY O,uEas7 LUMINwE LUNENE,ego] w U 0 _ U Z SiREFIWORNS SERIES,BD iypE 5 SOUME"GO GW- VRD-EOJ-IN-E-V-SWO Z Q W h B 1 EONStEt£CiMGlPE06rk!M,E $'MOUNTING HEEW IOCON ], ,ID4 P 0.85 _LIE_➢_-E-U-5W0-NOID In ro a srcoElm Br o1HEEa) wulxaRE wuEM 1712 Q W Q N �T APARTMENT / TOWNHOUSE EXTERIOR BUILDING MOUNTED LIGHTING & BOLLARD LIGHTING IABE1 M VUPACIURER k O'l W SYMFAL (,PC) pUAN 111Y OEXRIPIIBN NU..I.DR.,..ED) nPE Y00S Ill REMnPY.S Con Y s� UJI 'N OFHS b C N CONTE Il MUD T ROUND HUBBIE CONINI LIOHnNG: LBRR IFD - 36 °R I.., 0 O Q P V } p E ENiPM1LE SPUR INIHIgG 2D ,RR - - i PE RWq 9@I°ESi°N TNWUWTEN P. 0 Z Lin It o EN, 0 � = N FWeE SHOWN WALL UNWED eoxaus CUSo DR-H LOU O _ c0 c NWERN FOPNS I J _ WLLMDMNTm W5-W,G_,N_D; mD a B — DN/D EATON LIGHTING gw00 D UALRE di ss STREETVONS SERIES SCR d z Ci ai iWSE WALL NOUNrto LNG$ 1PLU-ELB$-eM Lm I$0 $9 ON/OfF r , Z O `a_ Y C q5 MI KNWEU CGLLECNDN DOC CUING.NOTE.0 ql N LWz aKHLER 97090SLED LEV 3]WM I$0 fE0 O S A SHOWN 9PY+IE PULL SCONCE DOME 000RS CC f r Do k o do ep a �$ d� ,p NOTES: L0 o aP y LT .p - 1. SECURITY t1CHnNG TO BE DETERMINED. aP _p I .O p $ 2. ILLVMINgNCE.VN.UES CRFATEO MOM N0.VUFgCiJRERS PHOTOMETRIC DATA O C O' J. ILLUMBUNCE VALUES SHOWN REPRESENT MIINTAII HORIIDNTAL =L 3P aP aP FOOTICPNOLES Ai GROUND LEVEL of dp .T R dP P p^P ,p 4. FOOT CANDLE VALUES SHOWN 00 NOT nCDUNI FOR LIGHT REFLECTION. CL OD V EXISTING LIGHT SOURCES. SLOPING GRACE OR EXISTING OR PROPOSED p p'E' ^ .o THREE DIMENSIONAL OBJECTS, p. ! r =— ,p a _ .31 P. 1p p dP dP 5. PHOTOMETRIC DATA SHOWN 15 FOR POLE MOUNT ULrvTING ONLY. `� $ �'a °P P a -•� O' � `p�' $'g � d' If Ip PG OUR ® ,Jr 't4' > FWSE FW6E It FW6E op �'�YU dP aE'e FW3E FW3 aopN�` Ip r FWSE Op Nc ,�: i� d" at' Gsnnc eUBP' ] ap d° a e e s .5 cR➢NE c� QI OA�ti,R„S_ 3° P aP do °Y �p a' o o 1G'1","IRe1P „z'O,y'UeM-URM�/3 g�s}�� ap OR ap i3R PIT Ip FW3E FW3E W"�T aP ap 1p dp s ;w Jf ry ; aP d° d G `� °� ao P o o'L' JP �ry L — 'U .e' °`" d' _ as 3 \ FwsE 1pbP c 8 c If a° $ a oC •d° C °$ 14 oA °A nG�o. 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HN AM� EARN W MAR DATE: FEBRUARY 17,2017 1 En BRICK5 AND MMTea BNlcns AN.ugiTAR "X1°"Lo`" V LL l0 AN'USED NAYUll To PNou E r0 BE uSL➢*0 MAI[E " PMISR To No. :-WCN oprp,Io TRADE PETUBLEENTS MMTA O AT -INCH CorTN510 9,Wplt AN x-]°LON1 R vREENT,LOU B,X5E Z SUNw'ANT H-}O LL•AO / 40xlCh SCLOW PEP4nnE TO TV 4N.B"ML lOP— ACT v lJ NINE N£IDn 3 cwcN zcAo- r ANTE AN IA RAREETANCE ATER .. SUE 1. IN lssR YaPw ER,M� w _ O O U u 0 n AREA s_AwJ •W LY MAYE,ER Z W BEER gcuMI RgA¢rnM�"' cc avtsmE or-IRE _ LS 4FANANCF A.M. LANCE BE PIPE W LEVEL z'auRAxa W m r W�TEPL -- .OUTTEM HE]HE 4tEARP LC °a M`NAS"";N 05 BYTE ✓ = w r-�N LEVEL RL N LL : u,a aALx 1RAe PROJECTLASHING NOTES Q In PIX,/ I. f%ISXNL IOPORNED 8 M11.1 IN E NA RESULT ET Ax ACNAE INS01TI SE Y O N F� Z NAM / AMOSS pAY YT' SJMEY FF41 Mr.0 BY K SHOWN M S"'AWC{-5 LLC •HROS B EN (TR}016.504E NmROVEp EW Ai CATCHTEST 9A4 3LnOv a� TACO YAYx4i OPOGRMxIC wE0P4AnON SHOWN ON ABUTTING L015 W5 BEEN OIE111}m FR04 V A F 945(SE[PIw�' x 'Fq. FAMOUS SOURCES \ _ O � 0 faV016 SNOWM ARE RFSFREIILED*0 1NF rk'PM AYfMGN OAi4 or L5� m O L V _ ,. (,NNMB) Ate/ ^ � W# - N ^ C E ixf UTUtgS SHOWN ARE€-RESULT OF AN.ACTUAL VISRNNEN7 SUNVEY RAFORMED VC^ .W SY MLLWAS TY SPARILEs LLL,PENN VARKIUS PUNS ON TILL µTM ME CRY OF.1. W O V •� •� '•L Q'RxNUu Mo OTHER PUPS or RECORD AND ISPRESENUIION OR WAAMN![F S VALE,5 IS ` W _ ` I� LEERHANNUM, SCRRNEo COME- UNp5NR6f,1-1^ C ACCJWCY Or ITC LOCATION IX ME sUESYRFACC UNUNES AND SHOULD SE / F m SCRCINED MAµ• IY I�U 0 G4dKE POILLE TE,FRAM LONSIpERED APPPOFI44iC W m n m IllIS,N+OEL EA4TN ] ALL UTILITIES SWU BE 4ER ATE)IN THE PLED OI NE CONTRACTOR PRIOR TO THE START 01 PRECAST CATCH BASIN PRECAST CONCRETE PRECAST CATCH BASIN DIFFER"FRI IND E sTO N'ON`NTHE E MEAN ITHiLATT WILL ANEVENCE THE ovoros°EN WORK FLOW I � � DRAIN MANHOLE DETAIL BNNL CONPLEIEE As INTENDED. F ENLADE.S ALE DETAIL (Not NETSCALE) TURING CONSTRUCTION SHOULD A CoxnlLt MINE BETWEEN AN EXISTING Unury AND Z 1� (NOT TO$C,AE) PROPOSED µ9RK THE CONTRACTOR STABLE NOTTY THE OWNERS REP"ESEMATNE IN WRITING L S ALOE CRAFT FOR RESOLUTION OF THE CONELCT. g ca V SLIDANITE CURB O TO As Na$PEm E, CNITRAI 10 CALL Mo.Prop To CONSANEINT,SII I— TO MIN. Y.1.1 SLOPE 6 :ro PROPOSE.µA cR CORN,TO"SIZE.,19E 4 NOTATION MC,O BF of..IN J O O Z - WA1530.NM:RANGE NAVE B 6 DIN SCNAO STEEL PIPE FILTEOSED MM A REVEAL ACCONCANCf Tx}AB CYP .ry U4%ORV STAR gU4BNG CODE _ $ •�I [RANCTI PRONOE v'NEEDED CLOJNE A Zm MAIL M AANOI[0 CW4 PLATE 4T BOTTOM PC ON,BE RU51 UYfA TOP COURSE >. THE CONTPKTOP SNVl VERPV ALL BUM1pxG OINENAOxS NAU NKNrtEC11MN Ml m V wde LOwr61 A Itu:U RARE• FREE AND PRIME COATED B ARG5 i0 RE SPE[mGiRM E.1O THESTMI M CONSTNVCiq" F A,L WI M APNoµo C014AEO MTM P0.YETIRENE AIP COLA. LAYER RINOEfl COURSE C Fw9IED MADE OF y [W4 COLOR TO BE COORDINATED MTY ONNER OLYSE(RPOEO CRUSHED B M1 PROPOSED DNNA FALSE ARE EO BE COPE M AMNq{0 IMAMPAP U. 1� u .E um,u ..SPEanEO Q p O MS o xM,Ap / STONE q WAYMSC0 WATER SOURLY ,- BE M,,NAP,0^YECHNNUCAE ENTAILER i0 PM L.To u.Al2 POURED CONCRETE BASE LL ViAOE ADUUSN[N 15 TO MMFREKR PASIRLE�BEFORE WELL BE END AT A RAI Or R LEFT,XORR°MALLY,PROM Mw.B ILA'POP— PROVIDE POSITIVE SLOPE COMPACTED ANY E%6M1NL OPT PPOROSEE WARP RNN N .DLO LOLL CONOR0x5 PBENNI A LATERAL � f T WEEPHOES I°BE T AWAY FROM BOLLARD. SUBGRAOE SEPARATION 0` O FECT TO P WATER THE SEWER MNN WILL BE LAD MLA SEPARATE I>ffW NTI IN RI¢R 1NENLN AND THE LEVIH OF ME CROWN Or IryE.CWEN FACED At LEAST B INCHES CO yEGTIM SWOON CONCRETE FINISH BM40W THE INVERT O1 HE NAME,MNN WHENEVER SEWERS MUST CROSS UNDER WATCH O N5.THE SEWER STALL RE WD AT SUCH AN ELEVATION THAT THE CROWN OF TLE SLIVER TNISH PAVEMENT ORAOE YERnCAL APNIR CURB, 5 ni LGST IB INCHES BELOW THE IHRER:OF THE WATER W4 WHEN N 15 IVPoRT&E t0 OTHAIN MMZO"TAL OR VERNAL SEPNULIdN IS SIIPVURv AROVE.WTN THE µATCp AWN 11gx yCLIM— S-O-pw[RR r YPE VR .µXI 5CW[R SxWLD&FINC.ASID IN CONLRER FOR 1°FEET ETHER SIDE Oi T E Co. 1 I r PATENINISE,°PALL 1 v v V6IETAL MANTES RTE APPLICM:,SNMN CHROMATE YTH ME SEMEN PUBLIC ALl TEPARNE4T TO EN'yRL — JIM BINJER COURSE PRy[R C4YF51[WO FIRE FLOWS PRYJ4 i0 BIIIIMVG PFRWI ,WELTE" s. ¢EA"�L CA CONCRETE roUNDATL'XN FOR COURSE 1 IE VCRM1Y RCOr MN.LDGnOIfi WRAC PAVnECNRN PLANS. w19R USE BON IUB[FAN .l III CWIRACTOR 5 RS .IF FOR NE PROTECTION OF ALI amaERnES ERD4 V6PE5 6 OALMGE W RUMEN To NL MMiFRO A RITE WOM `8:9xEMAP OR EA--__ ATC, �% • M TWNTATION FORTY A ORMN AWL eE INSTAUEO IN ACLOROANLE WIM1r]W NR SW9 PwWOVED EARN C / )Wl ELP. WELDED LOCI (mE 4ASLFFAHATR STATE 4UIlSNWC MEAT.At.STILM� 1 �� Te'NA Top.BOTTOM. AND CANTER BASE CDI s �/ % MIN 75 POLL ONi Or SR[WERN SLAG CAMPY WN THE CURRENT A4YPEAVE WITH OSAB LINES \(V� FOR PAVEVCNi� CRUSHED STONE ACT ANO MASSACHVSf.T15 APCwIECTURAL ACCESS COULD RCCULPFUNI = m �✓ �� COMPACTED pAKCUP.9.T AK4ENi NOTES 16 PRAYC1 NEOUIRCS CONTRACT UNDER THE X90ES CONSTRUCTION GENERAL PEpMIi AND THE UNDISTURBED SOIL NY AREPAMna"OF P ITUR4WAiEN TELL x PRfvfNnW MAN. C s•N�'In ^' :� RAVEL BnS 6'MIN I^c c • POLYETHYLENE COVERED n.OF OIRECTroNN RIG:DIE ANo PAµC CO MM1 ONE sxnu c°xmP4 TO MF u:LST EDITION a�F E� or THE umuu or 4wr0Ru mMnc mxm➢L➢fv<[s su 1. F. HTERNm w.Nt IJOLLARD IB SERE 1°Co4PLr µPH ADA r.AANacs.ALLEBI CLAS RA4Ps El BE PEN,HE a J�s*w®FARM DETAIL VERTICAL & SLOPED GRANITE CURE wssacHusfns Mu+ITECnRu dccEu BOATED;PAB)AND IHF wERrm WL. ., �mm PRECAST DOUBLE GRATE CATCH BASIN (NOT TO VCAI DETAIL .'"^6.c1 ASE)AccE55MXRY LUOELINES a K,N W {ND lD AIL NAEALET MANTOLS COVER i0 CONCRETE COLLM F CONED ON SEWER' P' O22 BUD WAN,1 FRAM€AND 8 B ISiINL L(10VN0 SURfAR OR BE o Y (USE AF SPCCIFIEO MSPOT GLASS Iu (usE 20 I RAD IN P�y�q��fW ID) YY PLAN wryua,.YR' BRILK FOR GABLE I ADEUSiNCNt .',f , 6 _ » 3 _ PRECAST TRANSInPV F*IiION BRICK SHELF WALL OF MANHOLE V u E G AT or c n n d ��ORBARREL SECTION SAOPE T'/Ii m m q E a aON PRECAST TOP SUB 5 ELEsVT,ON SAME AS q B _0� C ROWN OF HIGHEST PACE 3 F _ A c` �a •� RUBBER-O-RING GWTHEY e c OR PREORN€)RIXIBLC OF MANHOLE O OUNLESS OTHERWISE- E MAYsGANT ASSPEOrIEDO O¢ ONoIGRD M,DMMNLS AT IC F.E. VULOPLES OF I'.}'.J'.1'.5 BRICK OR CONCRETE TILL(POLWROPYLENF COATED$IEEE) oR 6' LEN➢TYS AS REQUIRED PIPE PIPE m8'GINIVl14 BRICKS GN 8'MNIMUM eQSE,PIPE CGNNECOONlI ~ �SHELF I VI LAME AsOETAII$Tx5 Sx[f.T R —CUGE (}XB E%PCSm) �1 QQ CROWN Or NI°HEA PIPE. p 01�IL DROP ACONITES MANHOLE 1�MINIMUM SCREENED yay Op P-Ly W m' B'BANV4 GRAVEL BASE Aj Q.L"••Kop�i BRICK CHANNEL APPLIES 0..-R.1 ACROSS LO DROP CONNECTIONS AS BRICK ON EDGE WELL A5 CONVETmONA. 'NOIStyg9E0 [ACTH (/� INCANF55 0 BonOM SW "A SPCTION B-B SEAL i L L 0- f SxNAyIpt Bf 6S `v- , PE HOLE B<RREt L}'4W14UV SECTOR WALL OR Top SLAB i SHED GRAVEL WLnCHENTR 5 GREATER UNDISTURBED EARTH /SECTION B-B BEEK or CONCRETE PILL PRECAST SEWER MANHOLE DETAIL 80% CONSTRUCT40n�1 SET Tlmsle cNw^E NIXED 'AVER Elms«ED cuoE1 OATS FEBRUARY 17,2017 EXISTING CIOJv� / P \ wLEr p p B w U O I ANwc um ae-eAsf uArtmu I- I r-O' s'-D' Y-fi s'� NEAw pBn can IRDN R\ V co _ cR/,pE CovEa qxD ERA4E I„J Z_ Y-0' S- \ C0440N nlL 4aiERut VENT 10 ROOF — G^4MCV F.LL VAiCR•K fi WCR'v1P W 6' -0' S'-0 a'-6" 5' W 2 COMMON wiEfCw /� WARNING CAPE _ N �J_ w iy cW2aPLE FAMNE� 6'-0' A. 3'-b" 7" L ucXfvfO W.VCL PEACE A4uAsi 1,") 9•-0' AS RE00 -WATER o ❑ N HOISWRBCO SIDES AND FBI OF 10 6'-0: fi-6' 5"-6- i- f3 4ININUu SEC B'-0" 5'-0' a'-0' 9' t o / w W N sA !O]/I t IHLE- J///// w W0.5xE0 CFAVFL� � = W J SCREENED GRAVEL _ I p ❑ � m NJTF=- Y O Ln 8 1 CONCgErE: a C00 P51 1AINIMVM AFTER 3B DAYS OUREi rU SEWER (HOLES CORR. 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WnwWM�Hxw r. 1. e m S-001 t t Mu vet.a FwwMr r..vYMYD.MD m»aMI R RIPER ROCX REsro6YCES E NETALL [flt PROJECT NAME RIVER ROCK Od 61 es Oi Bs ( (Y�F m n ° RESIDENCES & Q J I RETAIL s sN+re Nor+IEz nP[u n.B , N THE WI"Al Al ILL 6-r ISM I I PROJECT BOSTO8 -MATT 'PJIYF'VN[Ai n m51r tlrbt_ 1 M56+r11NE EX515,REF MOMDSA 13 GOSTON E S& [h� foD°w nxr a[wn -- — -� 13 GOODHUE ST. Mu�'L�B,.-?— rse- �so .— vavr�- w— �¢sareara [1 SAIEM,MA nm 11 yl - uo I' seam} zlEPs ox �, RPROPERTIES, Q Msdnare a qw \ \fix — L _— by1D [Pfi nB quo ! IPI LC - Ki B � f � � nJ NS566.3/B-B MCMf1ECT r BR[ J� �N[REIC STAR \ — � KHALSA DESIGN INC. N° fN HA / D fce �' SB.B.WB( 1051AN MSBaA.Vi{ MSe.B. B-[ AM uNOWD M yb 6�B0 A -1° lPtl (P9 M A�6dIB p [iS f60A f1,BR L 4 f60A [II AETD ID w0N$101 UT-0•I IV-0"I It3'-rl \\P, IODNMRWVd: _ ROSS. 1 EL[V %, 10 ZONE fOD TRIBES EYE ,I .-• \. J \ VG .. W fR051 i r '+ to X fool 1u li Y 1 KHALSA Y S. 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NOTES, SECTION w I AEFER 10 PAWNS WAR TD 5,I01 FOR UNERAL NOTES 10 YALE llV.T�O' )g i. ITT 0-1-WRITES TOP p METRICWINTER TV Of[X,ERAN O (NAM,IMINGS=IN OF YALI 1WINT.AND 3 9.[ N[AI[S BRACED TRW PETER ID ELCVAT[M ON(DIAMONDS S,PM BE I. SIEEVES TMAWEtl NAM MAN IN PL' lM IRE SMALL BE LOCATED IN THE 6 ANSI V3 Of THE SAGE BEAM KEITH E S (W OTE TO of fggDATO MALL(WAITS SWIN WITH AACHIIEDTL'RAL DALLNNd IN PACK SHIP UNAINM S.MEN IB AKNIEC14FA1 MAVW6S 99 A SEEN TO TEDIEMR+L REPORT IN I(XAAMNI S"N MV PARAIUN AND MATERIALCOLUMN FOOTING SCHEDULE i AFFIS TD EMI OAAwNS/DEDTfIHW[AL REPORT'DR DTNRSLAB DARNS f1=A ME 0[NW PART NAAR 5¢E A[INFORKE B TRY-MATES[WRITE PER TYPE SR S 304 IN PER DETAILS FRI 14-a['J'A W N ISMS WRIEW[AN MAY k 1 MSNNVI-A .P[MAIES[M[MI 5OR NAM BASE KATE[RAIL TYPE A me rJ'A T A}'OR 151-W5 BOTTOM FAIN VAT Garage/ SD NAM 5-ILO FEE 019 WAIT DEAD Foundation Plan F60 V4 .6-0.A It.N M-AS 0011M"N WAY TO ONMIOM 14 ftEVATIDM WHAM HAVE SEEN PROVED AT THE ARMRffi ALL NUANATIN MIST BE NOTED WITH iM LATEST SET OE ARCHITECTURAL P70 T4 .1-0 TV A Tr N. M.M 807IN[AN WAY • RANKS.SHIA ANY OWE[6 Of OSNfPENNS TO M ATTENTION N ION Fil r4"I B'-O'A D"N. 191-.6 BDpM FAlN WAY WH17ECI ATER 10 SNI NAMNE N PAAAIMN N[NSTRU[11N REFER It ARCMTE17MAL NAXNDS IN A WL ONMBM AM TOWERS NOT TV T.I.A 9.0"ABA'OR THEM BDITM POOR WAY SIOWN M V SIT 5-�its HE A M O MLLA CITIES, ITS-EAO 'FBN'-MATES FORM BI"KIP RFMOR[Rb THE SAME AT RA(IYP[ALI C_1 QQ fl V RIVER NOONTAIL ENCE68 RETAIL PROJECT WaYE • Q Bs rt a N g N Q RIVER ROCK c1 Q Q RESIDENCES & RETAIL 4 —SLOPE RAAIE S �LEAN OVER EMUMN UP 999��I i/I 4V[OBLNLI f ROOF IIYP Q SXAO[1 PRO.I0 BA@fTO IrV NOTE 70 BOSTON ST- . Q _ --- — ML Ea ME — — 3SALEM, ESi. error nn} - n SALEM,MA MIA A15-42 _ Aru }Im vN1AN MI y ^ —Ymu PI \ / ! ..11 IU VR.N U MQM(41 CLIENT ( /� _ I_ _ _ P Y}I 4 B PL PL —t P P{ V14 4 — t111P5N[MA4l T: N2W54141 VIA W -N']fi55 v Vy P4 Vr4. P4 M LA PROPERTIES, G \ W%M 161 WUAri ALI� E s LLC _ _ 1 1 W aw Y 'JlaJ at PV a PI VQEaL�k VLLd11tO1s Vt�u IDS .W]1It61 LT' VYdA INI h` .V.]h ISI KHALSA DESIGN INC. 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AND K(NAµµ M.AVH6 TO M$[FLUµph FEW C P} ILL-t.f i I�_BF, $AND RE VfAI["BAAfEO iAAW BFl➢Y Afi@ 10 MAVASS IXfNGS IWI SNOVII T 5-}W iM SQ[1 AND FLFVA1NNli A Pt NTEUT 5 V4•5 VL PAAALLM NAME O 4 I I-REBATES 11"W..5 WF KANO STAR SLID 0 AL WHAR AND fMOST BE MOWN SAVE THE ARRIVED SE 1Y AR MEETWA ALL RES DAMAIMAN ANY OR ENT&VEW N O to INTO WA TT NTINlOF 14 S OAAWNS BANS ANY RTAI M di(MATION TO ON IRMISAA'Of!M 9 MAIL S l.,yl NDI[AIfB Nal[Nl[MM[IION. AP(MIE(i PAS A SNAP ORAVWO PREPARATION l AND ILE IDN,REFER 10MR g 1 AT%1 ILOµ,MANa1W NAM POSTS SKILL BEAR Iy��5 STOWN IMAL OAAN16 f0A AOD]DRt WIEXNONS AND ELEYAI@M5 W1 1 MS[1LY ON LM®ER AM,WAR SAMPSON AA'a[ B 1-I AIt 1 AUSAI[S SPAN M 3-BV r IB GA fOIAMI METAL aIX• LDVN JE IMN(1NO M MGWO IS TEMPORARY FREETW ]Ill^EAST WWN(BMM M TE REMMD AS BR 5(MIM BROWN 11 SEE 5.0 BM foctm E f =w 16 Vt•TRIAL IN(N]gSSI tB ]M OFSLAB EL •L-D. 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PA R1 LAR PROPERTIES, Ay4t !SOOT - (� -UT M SAW W" -_ ,r 1T DP BMx 48 _ - tl W iLWR TN4Sf5 ;' YWD ILONL RUSSET WIN P r f UNTURTE p•I NB,AOS _ -I _ a PA WOW [DBfio BE ux0l r O MHALS el ao D OPEN HIS r I � �s[[xaoo IENFR I-- REDEEM EEMN FAR,AMI ,_ KHALSA DESIGN INC. EyJ+ R yyD DONE TeusssOR:- �A C I \ e tl I"o v u:NUxOI M4 ITYq . . �. 1. PY rr T a_ Y1EME DN TM p61 IAYWI A$Af4L1 f, I! yl Yl VR T ! ! S A6I ®24 - 6- a' lyJ l J48 y vt / SUfiOq�\ Wl H R'-91 .3+ W` _B >x) ]r23 M If SV3 PL IF , PL P4 x Mytl¢4 AS Rx\Y�VA' WIM FLOORiAUSS[Sf J _}d' \ , 1SAV.d ` P2 V3 P3•-row , x p3 1 KHALSA r ? J ,A�0 _ W,0\ 1 P w'Uv 0 I6"01 SW3 P2 B - SW3 P3 A P1 SW1 y.) B P3 WIT P � ® 0 J S J t SVl l\ - r 1 �1WNE l V Pl SJ s \ 1T SAT� +AMwa�lE3W Ps .IMD t S / P'1 -�dW;. 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A DI-LANE NONE TAD55 1-AA ADD AN AMR*ML LAIRS TYPAL E RF M.13MAR' B BAIXAOYMS AR SHOWN FDA REFORM MY AM MAY ADD RULHI NMI LAANT BA IOROUN0 P To.Tin q EDWINI $AWED REFER TO ARULTE 1ERAL MEADOWS FOR FLOOR PLANS,WALL EDLATTIM LE[ A G ED-LADE 3 PLATE IFGMI AI IN A HALES lu•Y VARY AEfF9 10 AREMIf[TWAI MAWY45 FOR F1fYATPMS N 13E-WE 1311111 7/1' 1 ✓L MAUS MR AN Al[IRAN WALL M MTEROR AARW WALL M[Mb.AIOV.AUTO 3 IL'Il 1 31L'AW' g TO IRKAI MIENA AM EXRRCA WALL MEM4 WYgM DFIALS N S-AA A lu.Il 131112Y SECOND Bi 9 ALL HORIZONTAL FRANK AT M"BE LEND FLOOR FRAMING PLAN S-102 W RIVERRCCILRESIL CE & RETAM PROJECT NAME RIVER ROCK RESIDENCES & nylAL AT IRANIAN RETAIL %-2P W WEN WEB WWO LIMA IBASIS o x'01 PRQIEC]ADoa[ss 41 NO FASTEKO 10 SO -SHAM POIUt[S BALCONY 70 BOSTON ST.& RMARS WALL— a / I TRUSS DOES ID SFCION ID PLYWOOD LI B"ITVPI OR IrrPJ -SNAnt NDlula PLO' IrP d1 aelmms/ TON%s8P IN ADp'I Ixlm 13 GOODHUE 6T_ 1 AI 1.LEVEL A> r 1 l t SALEM,MA MIALES MALL—� ( -- -7 A LIENT C NLW RNS ESN' — y " 1 ;I'P1 It w 3 LAR PROPERTIES, P: LLC TV ON we 0— i(Otlie - ZO'0P OIL tl WO BOOR IRUATR - «5Nee 6Y Y t A P IIN WEB 40W N00 TA sll. 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T REINFORCED CONCRETE WALLS ° LB•s SOE WVFI— 1FNSNA'SPII[[T RR�� UWOE .1'P LNO VP SAv[UI Irausf Wz IX uR wNR —ERNS. —SAWF m-TO r STEPPED WALL FOOTING DETAIL +O SEEING van N Ilu MEN AI A N _ IELI nR ,. )SECTION sLE[EE END+ 1 - I 8ET 1A� 1G HALE 311-:1D n+v.ar M311.OQ 4 AP APP 1 FROM SUPPORTS - 0 4'-p'DE L -T MONT NANS L VON NAM t B "-YARN MANOR CONTROL JOINT AT SLAB ON GRADE CONSTRUCTION JOINT AT SLAB ON GRADE twrcAFTE FILED BOLLARD WITH STEEL[AP • VFMAETE FLL[0 BOLLARD +� WEN STEEL GP d"P S1➢ PPf LILY PI SID PPE IWLVI TORTEN [W4f IXIIN W J y llF BEAM T45 I' 4u¢PL rvn•nr p TOP Of WALL i1 -W EACH MAZ(IP'JJ VFPII[Al TO a SLEEVES iE -EXTERIOR NAM AWI1wAl IL-,S REYF FAw FAZE F'rTOP N SIDvfS PEMIPAIIOX To STEELFA _ �+ • _ r _ • LET iE MET NIP[OLEO a b O. 1 PENETRATIONS MAY BE CD ^•./ r a PLA[W MINN THIS '�+T MOPS GROUT Nw SHIM m GADO 1 ELEVATOR VAN 1 Zql!BE BEAN DEPTH r LawseufB N '.'.I -� T ical Concrete m • Dt N BOTTOM sTRL tMILLAR PATTERN 11 YP 11LARANDI At _ ,o Details 11 _ ICY FOOTING 10'ITY GATT ! / E In WAY BAR WHERE IN ft;tt1p L[PEIETRIT05 ` .-•j I, Qb,t Bf.W v VAPOR BARRIER P [AN NOT BE DETAINED) U DN TO BE EQUAL 10 NEATER Of ST Ot N 03 -IYPUT iWNDATgx —NNRON CLEAR MELANIE= 5NPW1 Z� T-0"FA.NAY - MUl L tlp, OF ALL SL[EVIS ITYR4LI V. IIYPI � TYPICAL DETAIL AT TIE BEAM PENETRATIONS- TYPICAL EXTERIOR BOLLARD DETAIL S-301 USE FOR 3 OR MORE SLEEVES RIGHTS TYPICAL INTERIOR BOLLARD DETAIL WE YMF R TYPICAL MULTI-SLEEVE DETAIL AT FOUNDATION WALL 0 E fR IN MAM TEGREATER EVI THAN t TAG. lwn 10[WNfP IN SEPARATE AfvBv AND IX1AI RIVER RQRETAIL1pENC RETAIL E6 8. PIidECT X/,ME i RIVER ROCK RESIDENCES& r X0N IKR REME RETAIL MI a Y YOU r6 WE 1,BOM SLAM NO, IR n WER AT _ V}-(yt,AMMM-. PNdECi AVONE86 NR(NM WM[l2 A' TWO WORSE B TV /}-ON. ANCHOR_E 10N1 pnlq a+lp -Cali POW sip NMSG ALL CELL] gals Al R.DI �f BETS Al IT-A[ 70 6OSTON ST.& )E Qi'tdp iqt- FaMR ALL[ELLS �e 13 GOODHUE ST. I r lOQ"u Ip L / n J 0 IY 0.[ rtOP �� 1. VAAES Y nOR'+% rR IP9' 5t r FL 2r-0' '+ Apff.a'-A^l4 `lI IL l,: SALEM,MA FYlfgdl(AAIF AaEXTE4d :, WApMR Y DORI '�— --+LT LAR PROPERTIES, LLC Pwm'TO � ;I I_,_ M tl r e I Lliyi ', u • N' -POM STOP BARRIER AT -.�I{ �I ( I' ME CAL OF[N OWft1MN- KARD SPAR PI 10 AAOL OWLS s4 ¢ [ONE MEW 1- • MAY VARY FONT VOLLLAY- I FW INSULATION y 63 WITIR5101 _r. MAIEPSIOP ARCHITECT SECTION »r Yu1xAL I}I 1 KHALSA DESIGN INC. 1p t Nnm FY n BRAD[WE EACH PIPE BA[Alll PAIM i0 BA[Y311 PNp 1p 10 S91f:3R'•PC fOKNR IAO MVI'0 STgI I _ ER[IIUV STAKTMAL -••I t� Rl-rS a tdli SIE[L ill • A RFFI L. eOROM 1 AL[{QAS r T-O- 6• T-A Wl'VERN 'IOU'VENTRAL rM4'VEAIW n@IP HA1{AL DOUS6h PAR BEER PACE WTRX PACE INOM ILLS KHALSA T SECTION wr NMR rlelr HERB , 7 VAL00,,., 1[Alf lll'd-0' EACH PIPE EACH FAR pIVALOO6TREET 6UME<LO -1 1 WIAERNLLE.MAO3W AMU PAM TO, qq TOE fAM6ULTN SI M BEAM WI Ill [BOEING 514(iMALfM[11G SIRlt1YAAl COL Y fm •A 0 H E @.pSf STER STER GOEOSTE(N-A ILtAN(W%taxi[. IS F"Aw", r IX1tApA MAOf 0R rd04'VGl ALL I1115 PROUD MRwF R vAP[S r5•SLAB mill— [l VAPhS- 5'SLAB ST.u.,O Fngmttrs PUT PAD She III L0V[St LB' OOMFfS al NAOf OOWfl1. ON MAa r901a"MOW y . 1 Ifs\leu,1I. Ur C A ANCHOR 4eR I � R..d np.AU IIAI NUTS AT Er DC T ' Itr MAIOMu WV[LS : fL E'-4'IHPI r601'T ILI+d.COME _ "- ' -•.t rap9" ILIA.IN, lsl nln VVn,pl e IW N110M 10> NOM I • iR1-610.9p)V?I SAUER 4s r VY(Jse�@{lL�� a ryl A01t'MAR I.{ P _ r: L�iI' .- ry b �A�IFARO SAL[ '• y L� M.tf'i' IN' MORE Al WOAS EACH N[[ y IA ' {I �' IILEw ,)e: •• II- IIII-� 4@V VfPi - • I If I' EA[M fAlf �M/ 'III IJI'. d 1 -1, rrmreeel�l�.eW,, VAPOR) _ •• ,- _II�I. - - IK,II� fix. IC ' L.v A Al K ff rr !Y RAINTO SPACE OCR R 10 AKM D4fd TV A 0Y LMLKlS XAi OR CU 16V A I tl` .ENDb 4-0' r-Y ff t Y-Y • cl' �ff ' r]pC VfPI[Al 4• P 1W N110N R q'-Y T AT KM PACE 1 eT SIM 7 '° 01"Top �SECTION SECTION s.mn •� SNIT & S-IDl SCALL 3lA'a-A` S-100 & S-ID1 SCALL V4'=1'-v' VAPM SNAKE _ AI BRAIN PACE I _ A: �• v�clgrnAmx 1 )• q• }- R.VAA[S Al 9 PA[bb,SEE IT 1'-B. 3 0 A'I'M s SECTION /rla SECTION yr DAL AK)gP -10 StAIF 11C.rA- 1 YAIC 31a+i.B• 9lV UJNt.1 VY DA MIS AT 1Y R[ '•, [GII PM Sip IX1�R P M AKMAS AT V DC 4 µ04"nf� GAa = I ITERM 1 Sasl I F•= tl }l'w"l L. .1e2' I-1 TO gRRgP- 1 F' LM11NE t,. --L- _ 10v%W6ET Lgaof __ POOR$70 n�mnti 1 ml METAL MCA- M T r CUT GLLY lla4)RJ. pOUTIEN rm MY VY W. WLN.E}P MAV Val REVISbMS B I ( , y 'DIIIVID r • -.xe o•umm• 4n 5[N KIW IN Ip a NAIL msu A RANR'i1011 MAY fp AEIM .. N p VAgY �. LF S1H R rww III "Or VIACOM I _ gR1f0 E+UM SIX '• 1 s OURRIN FACE Mei PAR - .�•- BEA-,MA - 7 aA SECTION L ? L SfT PLAN BEAM RATE :,4 a: E(N'AID BEAM PNBR FWf a[OX[nEl[ "' Af1ER 10 PLAN - S-100 & S-101 SCALE)IC'_r.O" WALL 10d11°4 FRSI--- Ip SQF 1.MCA PAM ON AKMA Ba15' " —Nl','WLSMIKK pWT fL VAPEs it,IMR q R9RL RATE IPQII '. MAE NTSaRME _ MAItMIG EI •6p9'TV p4f15 - , I PLAN �' —'J 1 r6.CUT TO it BOTTOM }� g TYPICAL STEEL BEAM POCKET DETAIL Typical Concrete -lD SCALE 311-.c D DETAIL Details III Ar e-T S-302 1 6 a SEECTION -ID 1[AL 111^:Up^ RETAIL R+VENNOCN ENCE68 PR0.IECT MRME a RIVER ROCK Be Ea i °xBP"" M"L` RESIDENCES & RETAIL e•TWO WE AT NOR —0"[NA OTBt Al NASA BEER)O UNCIAL MWO Ea.�— SEE Par•3 IRS A-OVGS ROILS FAR KWOAIK pppJEClgppREgq MVf SEE SEUON NS-302 MWF, TEE SECTAN 615-AE xATERIA BOWELS THANtARD SLAB 70 BOSTON ST.& FOR A B S'"a ON PAR CENTERED BELOW 13 GOODHUE ST. FL ISO EL 5- IIYPI 'D'INPI [T 5'-0- IIYP.I FBR CA 1 SMSON— -[L.R'-0'11(PI �l 4. fY1LAIXt PAIN ASE MF� I NAIL� �[1fY11AN vAR6 SALEM NW —.t - .SI' , 'T� /•' 6 LAR PROPERTIES, CUM LLC VAPOR J BAAAORI[A I T F BARBRA •. — - J0C'EMN FACE rl21-.5 NP[BOTTOM BDIIgI 1 - nr BAA RA MGNI)EC! T A EACH IOU.ROTOR EpOlR h ur[Murz IW,S KHALSA DESIGN INC- - e �� .xr u[x FACE m-s,IMF I�. BOTi[x I J �� I FDOTMO .. -rm-.5 TOP MOW _ , ` -I_ SECTION . L - 0.I , EQ 5 L[ NI to SECTION SECTION CONTINUOUS TRENCH FOOTING AT CHU WALLS SCALELL..-B• WU xf A.OWUS FARLKAIMS)N INA WALS I 70 SCALE Bn-me- KHALSA 0' t• B tI IVALCOSTREET SVRE4f%I SOMIAVILLE,MA021<B GI SECTION T----"�A — S[AAE S)1'4T cUAAAAR AM& _GOLOSTEIy_ALLLAN'O u, subm"I FB.......T' I:f Mnn"V1 MA.111" )III-6)U4NNU 1p) )f 1.4)O.VpIO LEI ��IEg61M)IAX iW%CC6ET 101bm REWFims R p4p 9 8 yN i }9e� Y Typical Concrete Details IV S-303 R R RIVER ROCR ENCE5R RETAIL 15 PRwDCJ NMAE RIVER ROCK roL r RESIDENCES& ton^iki❑ —SLAR ALF RETAIL DOE A40'ES FDA PEA frill- IIr TwIPF11 1-1'1 'All'81pp' l / PEA L ` VNA(LNNFS 7 —rtolr Irt1 �,� A@IY lEs_© 14YI'ALI P-P IN NGI 1Pgt- MINALL 8.0• _ vRWFFTI00AF88 10 NM IS p 4F rl VLRI.�- PM NON ID.EY t PER m im/'YL 4.4 70 BOSTON ST.R sit A.u.'us vm WARNER P'-n' - �' JR _B — 13 GOODHUE ST. R. .I L SALEM,MA 1� rf@R"18S❑ , 1T .• .I "� IN a VEPI.` i VFA NLM 24 xfe' m cuEHr •L DEAD ALF ' AI - LI . +. — n __-— LAR PROPERTIES, AA8 ALI I-IV IV r ' >' .^.- Lw La. ARcxrtDc 141-.8 VCP1 L @" DEAD ALF 1-51 TO PkR �ir� a KHALSA DESIGN INC. ` �,•• FIB. Ifl-A vFRi.LJ I 1A P8A III.re V[AL LWe — IE•14R ik DEAN 4NER(MILES TO FORTtYatt' IMItB x iwIPER - " CP4 CPS PER SIM SELF— [Pi CP2 r $ w/ NAYO CP3 KHALSA JS =9_Yt• l yl- �I.Vr r-f 3rL" nrva.aa sJxEEr surrsam Ab • '.C@XRVLTAMTS' AA AI s-1 SLAB SNRi Sop wN TWIWAtL O'd' _,� '•' ' a 'GOL057E/Y=M(LAp'O.nA IS' iwR[P ypv SI uumnl Cngmurs rtO11'IRS❑ JS RAO SNIP Idr 1 FDA NON R IOPI'AIL 0 ''-0" IMIVALI 0-0 IAT ELIV 0=r SLAW AOR' IRS❑ r401r in�_ f PER = {_ FOR NON V-,W iE I4ALL E. 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PRE ER NON M'ai0' 00%L3E — _ _ —.—. _—_ - II 10 H~ _ — (t - _ _�_ • } _ 1[]F _ _-4 SLAD ALF AAR ALF I S IS IF —° - sIAR slflf Ps" �%1 REVIBIONs Itl-.R YEPi.L 10 PEA I4L. ff 0>_r —SUD ALF b5l Ubd vFRI Q' ➢' I8Pli8 0AN 1-Q-I tl' 1T 4nupr Pry -r 1 YFR1 - Iw/PRA IPI i0.RFP iX T-Y (Q.14 YEAi EOPIPDR PPI mr @ 1WIVALI 0'0' 1CRMIt 0'_r iW/IIILL 4'-O' /. CP11 I'6' CP14 r 1 S CP12 CP13 L s• Y 1 s. O-ut- JUPnuL 0'.r a CP15 iwIVALL Y-0- 4MORE%'IES❑ _ PAR AW "tlY' iwlVAll 0'-0' b FOR NON 70"alt' _i ,,Off IRS❑ FAA MM N 1t' a G—tul - -�- —PAP Typical Concrete , Details V IWIPIER 1-rl Itl-A NAi. 10 FAR ILL. r8 VLRT _ t 10 FOR W-11 ME L r-1• r-r N.ut" r.4. Pie S-304 F R CP16 CP17 RIvsR Noce Resmsnc s s RETAIL PRaEL'r xANE RIVER ROCK FIND STIFFENER -STAB FITIM STIFFENER STAB ALTERNATE /[p� RESIDENCES & FEAR EACH W-\ PLAT[EACH SET AEF RETAIL -------- \ ------ ------ f OF BRAT - '. _ PpNER MWtEYF YAxTa[Avr -wnsllr \ 70 BOSTON ST.& vaX Part--� �axllmap vWX 1 — — r`d1f 13 GOODHUE S7. 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IDEA INTERIORBOL15 ITYP I j IWI TV KITE I- IF' u' AM Baia \-ttIn ale I Y,Y BASE PLATE "B" 0 SCALE IRWBIIUTgN �00%CO BEf wsa"uae 1821A, p,nw E REV1810N8 w mpee B T8A Afi p6 Y wEf A(1 [ ®BBB rT1' \ ♦ IIYPI QYpj WVAM[EO RAa I Vj' FO FO_ 1 VJ I ur- f0 midi VY ' �'—\ ` �� " YF,a.t"a $ RAW i�` 11l' SIRM f8-0UI fiQf€ _ 1 1 rIeA1 v69'ALL -' PLAIT _ I-VJ �J v Aff } 4F A'"W - MSAXB AfF - NS58,6 PIP a- -YS TV a - ��"`,"�� f PIAI( \ (d[f2iF � f hl1F- \ [ON[A[1[ _ IitPCA4 IIYICAL; \ 888 \ `RIM f5H f65t A00 P4Tf 0.5 A[ONAfO i0— -BASE 1 AM PLAIT AS p IMAI0 WAa fX W WAD[86 AIEPm BIX15 OF EAAIf FWCf ll BAST PI fAl[N 36 e� aV[La MNROXIAI[OM01F1:1 AIpIM Ba13 ILL NI-VJP BA4YAIQEB —• Typical Steel MADE 36 FRR - aAOt k 0YRW xF REE A!BASE PLATE NR^. 1. AiE "r'� 15 I`VTYPEAII fa[I At BAS[Rli[ 'Xvr EVEVM[fa4i5MV/ YP ANIRR BI81S m v PLATE MAKES I VB' IexeR MEW �` L i.v2 lw,BASE RACE J L I-IIY INQC 0A5[141E 3' Details PAIf FHNAHF55=I Ili' PAwn. PLAT[V4 13",l"- 3" PLATE V4"I Y 11' PLATE THAAHESS-VF" 4I 51ANplAO Maf WI SiAbARO HOLI BASE PLATEF E"B" "Y'p"° � aY"l" IF Nw BASE PLATE"E" BASE PLATE "A" BASE PLATE I'D" - BASE PLATE"C" c w 00 a7�'# a RIVER ROCK RESIDENCES B RETAIL MWELT MAINE kPf RIVER ROCK RESIDENCES& e RETAIL npu is XAYNp1 MRNIR 6 71 � S". MEREBATS Pop M O Y O[ VC CM PL ! 'S13 GOSTON E S .s[[PLANS 13 GOODHUE ST. w[LaO _ FOR HERB SALEM,MA IYI W SVE VAPES 4®A � I ITYPB41 R ZZ'r [ONT 1 _ CLIENY MSS .}— j --r LAR PROPERTIES, ""'�i P R EN IS E m �.t [oNI IXL.,S LLC NKE A a 01 T AI DOSWr -4- SCE AT 1'O[ iNl PS - 1 --RpOE MAN OA 01HR MIS UB'f14F PL MAIL fl! m SMRI pyq -IXLRNppNLRW CMT.BOIEI -' a TIC MCXIIECT SEAM N KHALSA DESIGN INC. BY OTHERS W/RANTER.LE w SHAPE SIZE fA[X SRIF BfN L ,tOQ'21 nAN I! M MERLE PIPES wl EOKN[B vACFS DEW ' YS ITYPI DAL1T;1 r(11X"OPEWIG 9LpLF OUT ONE M. 1 !., MEaE j IWp'us BE'LANCE r PL. 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SECTION SECTION SECTION n SECTION s-loz, s-lo} uAQ r:r-D- $-10$ $-103 SCALE S-102, 5-103 SCALE P=i-R 5-102. $-103 —Nc/ RAIL 31C1d SA [TcN 0 KHALSA vArlEs ExnAIA SK%1186 111 1%lfapl XOW SrW B[AAML Y4I IT NKOO STiEEr4ATEdW INFER TO SIdQxE FM SPACM r � NAM�.11 rA i. lr SMAav1n - )r BLCS(00 BETWEEN lORS(1A INO)SHOWN )r8 SKIFR(d 10 SR R lrl SIX[PIq)[11TPA CAN6LlLTRNiO: b SDLE PLATE p1'PSIIM ipR nXRI1T1 FACESANI1M Old p LS A GOLASTEIN- FLOM MENN6 [%i[AUM 1RIRf NWHE AO HALLS Al RlF-LfVQNO AIILAA'O ALAI tm Ltl TUNA - SHIA1pY6 lr0 ITEMS B AS 90'0 R NS WHERE INKS PRMIE MM0 MI AMN �GYPSLN MI SIrIrINrRI F.RBMER. FW INKS B[lAW O((LTd _ IXITELOW -FLOOR SHfA1R1r6 IO hYWOO RUriC!,.' IIA O13 !) ID It,.6)O.VVY0(1)O� REFIN �WI O}Ntl PIAMI MDW SHOWN FIFA REFERENCE TOM M PWE DRY IIRIRS DINNER TO VERIFY • �'°_ f SOME ON WLE TMIBOTT __ _ EIMW 6 AFOIMfO-IYPKAU FLMP TRUSS M(AIXAn IPFffp TO-� _ IT-L BEAAIL RYPNAIIDERM NplgAn @OG 10 M'FLOM INS PLATES -1,BFAMK, PLANS FM SRtSI FEW TRUSS INAEMipEAL LOAD OF BDAYI E,SIEARNAII -- MAC W/(N-ntl IA I M PIArS CA�LfrEAEOIXM TRUSS IRM AS5 SNDWN ),A 1 MN. To M'TY' SECTION s-103, S-I D4 \/ SCALE NVzt-B- SECTION e SECTION $-102, 5-107 AN S(%(( 1.04 SERIF 31C.T.1- I INTERIOR WALL- TRUSS PARALLEL — REANiTM,IOX - NICE QR IF[MRAOA NAII 2.6 WIERAA WOOD 5iW BEAM WALL— [REFER TO RNEWLE FM SPUMIC �[OMIOR YEAR P PA55 EMNMA FIOM (xMp sxp4x FM A(FFAEN:F IRNLGN FLMPI FRA114 r[DMr M FM 0.AlF " ARKS-'I r0 IFI1FY i AT T IM PLATE [%R10.P MALL[g6rRIRIW. M SCALE PLATE r1YPl AT fDAAIXP WADS -SEU-LLYEIM f SHOE[A p%EQ IM/Bpll )f 41[MALtlR Vlns SHI IOD%Ep B_EY (TIM 10 WIN 1 � / YWOM - LYPSINL Fit [MAD 5 HOLN[0�lYP(All PLIEP TO AMEN AAII.NMI FLOOR SNEATIONB AOM SMEAINY nw mr,. 16RH (. 10 PLYWOOD ip.'R It 314'PIYWOW _ tL PII --- El VAANSIA[iFA O�PtAMI y _ _ il VAglfs o•�w - IA[FER TO PIA[ ANN -I IRUFA FO RANI sw,e IfDLER - ! / , AENNERF6 E 1M LIYRD M FL0.M mat 10[CAA[W 1RIRS ME MI (N VALL N f31 PDWS �� i _ INDENT WHIN BE ALLNL M 1)tl ' 1) RI IA "h[MdD%MNMC ),[MRWR 1"M n,uuw- INITGI FREE B 1 - --- -5A4SM RNSi SA65M XASI 1141a'I'm Lp TYP. DETAIL AT CORRIDOR HANNA NAALA RIFER 10 PEACE LIMA TRUSS { FRAMING/PIPE CHASES QWA muss ADM 1RIRs ToCRE O T PLANS dg 0W[EWL A5 PE09 RLOLNNG 6 R[D'p L BIMxRG FM RTOP IiFDSSES STAR*ON WALL) MB AS HONED -MADER WHERE MILKS IUMR NHIRE M(MS IRIF[A TO WAR WFER 14 PLAY! ISO AS AFRAID IROBA 1D FEARS) h6 WOW SITE BIAIW RAIL ff WillRHIdRfI IAEFM TO SKAA FROM 10 RHI0.(f TM SPALN01 MAIL 91111 20 INTERIM NOW 5TO SECOND WALL t-[ORPIM y NEFEA TO RHIMLE FM PATIENT4 SECTION d o SECTION a SCALE V,1°" Bd Io SCALE I11-14- y SECTION 4[ 5-nP..5-n3-k-�f SUlE 3n'=nP Typical Wood Details III S-502 a A RNER R(H.'NRE9WENCE58 RETNL "A AM AM PROJECT NAME RIVER ROCK RESIDENCES III RETAIL PROJECT AODFOSN FLORA SRuiRHL 70 BOSTON ST.a AOOi WAL, QQF DRA 13 GOODHUE ST. xu)va SALEM.MA ' LAIR PROPERTIES, — LLC AVE TRUSSES Al N'OI .—AGAN6 VALL AOCf 1A1155[S IT M'0.[ —MAIL BFAM � ARCHITECT m' NooA)"AS d — IpEFm 10 PLANS) IAfCER to MAx51 y_. --y— KHALSALS A DESIGN INC. RISERS "AC / � SECTION I SECTION —m.laV 10 VAIL MI.1-0. —10 S[Mt 311-:1% STAA RF" v _Au nr Y HAN Id pGN, KHALSA RRO1T NKOp$RIEEIR 01TEVp SECTION rt[ MER �a3 S-102, S-103 SOLE r.r.P mxsuuANrN: GOLOSTE/N-MILAAW u, TYPICAL STAIR SECTION ST...TOTAL FCgl.aTR7 - I:5 Mein 111 Reed MAA J)16) 67 111. 0.ppp0,.01. 111-670.e11O01 REd9TRAWN IM COSET ryo..e. t6EM NEVINICTIB YeAN A)B de, 9 9 e Typical Wood Details IV S-503 L A fllVEfl ROM R S TER)ENCE58. i RETAIL NA PREL ELT NAYS RIVER ROCK —'pi[-aP a IR 5rd RESIDENCES& BOnM(BRADY M ,112.DIP"AT RETAIL ILWP TM NAY WI 1].W 'FIRM OR ROOF lfV[li t.1 i W m • —ltOPl SKAINAS SI[AiMG }rl 0 N'Of. sRF 13 GOSTON ST.8 M Bonin[xORO 13 GOODHUE 5T. TOE MY,0 p5-m IRms MA OM INWSSEs SALEM,MA It..IIIM ""' "•, rM OF PLATE t [w —l_____ S>1G CLQNT WP A R MFIR 10 PLAw + - LAR PROPERTIES, NA01 TROS BOOM tl LO[ItIH6- OP[x Y0.0 Ix1155[B R A Sf[IL M MMIE OL PLAT[ C 0 0 il"O[. _ ipR� 5 [ONINUOU6 N NA-BFAAAIG WALL 'ARCXITE°f —tv NOILBFIRIN6 uR.l I SECTION KHALSA DESIGN INC. LAN STAFF.11-r - 1sP OR NAAs NON-BEARING WALL TRUSS PERPENDICULAR S r, NON-BEARING WALL - TRUSS PARALLEL nm, •.•I w uALE AAA•W'°[ KHALSA [ONI Tt RAW— IONI hl NAIEx-. nIVILLOO STREEr wITEaW Ibl-A Nuu nl-Be"S- srrwwwN v. .rn mu� COO III OUR [MY M I NAN[A-- IPOW TANM GOL03 u TTELAVLLANO A . SRruounl EuglRnn L6 0 E•pL1 2r6 0 b'Of— 05 Al...111— W/)Il'FILL / V/LA'E}T •• P M HAM PL)NW.1 - HAM PYY— A1Y61 j )AI.M1Io-9.I 4 I / m )RLO10-VPl91ll VIR1[1l tI 4 AT 1N 0 1,11X A A AT AAFF I / 2,6 O CRR t@ RAAFR / 0"of. [OR 1,4 RARIR /./ W'of BE MR) B0[MR �,/ ROOF 0[X � t 110Ui OE[A a Y AM m-hR BLKIM l pLRWF Turns AA al-an Bm[KNO- In.R00f EMS BETWEEN ROOF TAUSSFS KNEEN ROOF IRmSES m(MTRAMN AS.RMD FM PAWP[l. WALL AS REDO fM PARAPET WALL PROVE WSW LU!}W-R PROVOE SNPSM ORW} FACE POINT 4AMOR !A[[FINAL UNDER [AA fur EAN[WE SECTION SECTION lO SE SCAL ,t" 10 STAFF T NNO]E,AVON NALING At PARAPET 10 BE At 6'Of AT ALL SWPM75 �TF,PLYWOW xAILM AT PARAPET TO BE AT 6'Of AT ALL SUPPORTS tppXWSEt r,w„as 102,4 o.� REYtlIOXA lWybn e g s a S s g A Typical Wood Details V S-504 a flIVEft ROGIAf£90EVCE86 RETNL PROJECr N<v1E RIVER ROCK RESIDENCES& so1E to Bm[ANE 3".Its P1Yvoal yr oq AKwR ears RETAIL SWSON xe-. IT)-(gXif[ 1 (ME No `BI a-0[.M[0M OSSO IIYPI BPO BFU1 / Mils %(61EL 1O.M -W, Its 1tYNpA —I.,Rd ELM IN )rE TIM — tM,11,f10A � 70 BOSTON ST. [dn ae & RE RIT"vs-SR ._ 1� 13 GOODHUE ST. �m B pod [PUAIi I.S wA AREA[M( 8 SALEM.MA IONI.ItF PI tvl a:S 11ROSs dslBLE 10 Y[PBY - Jla[W 4B -� 1 F fPF1[OA dIL91F Id/0911 ' - IAN1 CL�llr IO IM]MI VYF �" 1 MMSI UM El g 5 A[OWN-i111 A11 Ir Is a a'at LAIR PROPERTIES, — To MR AT r t1u Im" 1 ESE"E1E9 ftA1F - 1 IAUSf— 1 LLC III-.I wAa aIn sa —]a-IAUSs r[IV \-tnt — �— r[w B [M1 ` 6EF SITE"eR-soil - -TO a � eow REM of SEMI. I mxi V T,s.W. MT SIM 121-rt AT BEI.Ptl6 Sf[5[[iNMY 9/S56 K11(ry Bq 12 Nr 3 CMR EA SETS Pl-It1A,6 ul t Nr(RED AT ST 01 KKHALSA DESIGN INC. r uM m-ura, IE SECTION ' rEAdo❑ws SECTION m suL[ r:r-r SECTION n SECTION $-102. 5-10}, 5-104 ICJ fu'E 3rL.r-o" 5-102, 5-103, 5-104_Q su¢ frv:ra• S-1D2. 5-t03 sulF r:r.o �. SECTION Ml 70 "LE 1-0-0• IAI ELEVATOR snu KHALSA 17 NALGO SRiEET STATE:IW 90MEIMLLE.M MAQ CONSULTANB:�rumm. GOLOSTEIN-MILANO AA' atlncw.f F.Rameu, 170 Mun SNat R. Z MA0t,61 rF1 ar0 999010 UI-110-9934 M REGISTMPON i _ iWNfASET nararr 102N. REmms a e 3 A a ap 1 Typical Wood Details VI S-505 a wvm rma[REaowcesa RETM PxaEcr NAME HVAC GENERAL NOTFS RIVER ROCK HVAC Ductwork Symbols HVAC Ductwork Symbols HVAC PI Symbols 1IDENCES & Piping Y MENfDIIDMn IOTa wE I.N.DAuw.ix wTNRE n.«xaa D«uRs mw¢N TPcsE w¢s w0 ME sP«XMr.1roNs TIE Xox & Abbreviations & Abbreviations , slu. RETAIL rnw oarnvwl sxmL ¢uwnA sva D¢rmld a EILwwE ALL owwlns ANOINT sPfarAnpx sow Mf wow¢ WA[xn a Ms sECTwx x '9 pbF¢CRI tW0YN1 f1E AD R.D tV{lY _p5_ DW.CBP r•M 9My ] NANO NCpR R Xputro o .RAUWnuLLr q,Aor wORTIONR or ALL e°uwNfx SMALL DE DEtfaulN£D w 1NF m10 AND VD PH(IJEcr ADDREss AOTtAAL eu lninp owmOMi EaGwcxr OR ouLrs MwWRpr[RRAI wI1N OTHER INsuu.wlrs suLL az REwurto As Eo trtn A+ 70 BOETOfd f3T 8 17 DM yxl RGlyp pcl a@WIP —�— (yyC¢y yy°R qNy IMIRR. HLR¢ra41 tU41RJ SIWt tlE WYXDhU N' NL AW'.MINC!...ME DS4u1pN ¢w,�o1.,Fnr x. .-I w ITT _ _ Re.. , a IHwwsArz NNAu DE rto mn...00...AND tDurzO m IN,I.DY ME AxNNEn PmoR 1D AN,Llm�xc RID GOODHUE ST, M4 D¢tllV..RIII[RI.[ AD r 1ulyoI, - SALEM,MA R . ALL WWx 1 DR TA R.Mr 1.R[➢u�FUAns Vf A l N AR—.5r I.RIDRI RIS Mt R ff.Vl — — •M1 Fµ pEiM1®<OURNORrKKI d M Th P LR CDNsIInXlpx Rx Or CT1R.11 YW 1.D x Or4CD1.ARCD�eyO IOR,AND fS DMM N WEAN, rq4,pFy,1pg4p.{IC G '/Brun, W,CE.wAaA4E Ai ME CWft[IpN pr lx[Md. N0¢�O'1°I oe omssc w.w ou+w .—r— onnp,u rw a w'�'ALLA..m1pM"FOL�o`*�.ov Nos wo coxarws swa roan1 wmr ON, A Iv`REouraunns w ra aoErw acw•row LAR PROPCERTIES. LL 9 .rR. s SOARO,SERtl —mow WHIND Y'w' x IHE R.uC CONIRrcrOR YW.cN.R.xRE wrn.w ARrtuw rw oa+w mou nR Dr. .cL AT NO •can+ DOOR T w B yFRr/pn9(w nYl le —fie Op ryyy Ip .AN x01e1 T. Mry RSA...TTo ON, [ ..A D To mwfn 1-.WKK AT NO MADNUL c0]\1D. ® pm¢wNEm oxwER wD ImD.A mwWEw w.Rwnla m ME AmfR.rDu roR[E.vRw+oc]-rw TAARRAM1 ax cpw¢ssprs ORR,M/.L4T w K 4a11F WTMLIM {$}.} WurXn vxD, e. PNwR To PTRT..Aw o...1NT oR.1ERWS,1.NgryX wM sHUL RE weulmo rw FEN@.Au EWleucw AND A4CNIiEai ® w RR1.Ls W eE IOTAw uMMOIrt auuml DR oaEn sumtlTaRo fDlnvufw oR OnAw roDIPUENr w1RRE rcxpnfD KHALSA DESIGN INC. SNRY/M9D[M W[I Mw MIFS'M tleF -0Q' MLL VUM AND RATIO..NURI«KQ� 10 SALE RfONRENd ,ANY NDItTT(EN EDUUMENI THAT G4NM Ran sMLE RfOUIRrYF105. Z To %WK PARsoWRr wtH RRu vurc 9pAI N ssCld C.6 IrR A,,A.D OR NOT..aE REI..Ar INE cD.TDWs fl FIOATI RD` i1 OLn D ME HrnnxG,WNOTATART AND AIRwND=Mxc 1 IT RINAD TO WmP XS w Au NEOESY PERm Al ON AND COTDORNpx tl1w(al W[i To, O ry R[IV1Y' W'u po- ..W.[oDRDR RR.NNST AI INATON To Aw..1.TMCiv^.ME To s INLr Row NIXATwG t0 MLaxWwTE IME AoND.aL AN uR OON0D1WNNO AIRRRO.NM MR YNDI WSIALIN.wTPM1(SIVLL DE P@[ORUEO d COOREM1bH WrtH O114R IMDEs ON ME ART YN w DO41.11.6 TO A3aM ® SVHr oWv¢R awl R11Nwr Wrc R S°EFM wW f olfi COUPtE .or Ra.(DNAEo y j� smmu wN wW¢ADRr SWNYIWT¢4G1[r • gNT.wt IxM SIV S G NM1q G91wIRR.[ORIG,CRILLIH4 D NAIGNK M Mt6 A`0 tl91MS.W Nt roy� 1 ourtRFNM P HI o,R t•R SI O ODR-1P/D 6 PCRfOKOar ME sT ONE L AT. RH « DIFIA.TE O ra.AM TAT. AR. FORT O1 1K RALL.WR.9DEWADD,INR 4L Y 09xRR rrS/911I EWO SIATC 4YP �V' oEV W¢ .LL FN SIMy .M1LL1FD AR A,Ot PMA 4 . rAGb[u6PEC1104 Cr94Mx.Y.NGCv2.W R+M.RE RGMv i R CMliW rRM.A DRAnp2 WY E wc[TO KCOYMEH TK.MII Cr wPSAxIW W9xlryD[ _ v.RO.ww Dw<I .R Imlo AN, =V uwim na mR CEmNOT aEDE u.oE moR 1°amrtx TOAD. FRou M[rr.IxER 3 RVWR4 9![ 1 iXE p4141E w[DwT.TMFOR IIB COxICO SMui RxFY fWFY.vI XHINUTM �1.ANIINDFT6TAW M[ DUNSNI ww TOP p p� Yp¢.NE rt„ „� TNI I to MY�p CEO NpuSI N D KHALSA —plq b rt RDON A RM[I:W.T.(11 V ,.D.w.Y.NpIA2 lopR0..NK D.«. yTIDI RI4 M[Y@1ID.fd 11IT.1/1) IM4r-MY MOx14 CLMI9t WH `] TH61.f ROT . NR ATIT T.At EOYWENI.AND 1.INA I.YWL C«RpINR ul cOx{LCID wRH OMEP rywEs x 11 WMEu VT4uEET SU1T43 ROD 1NE rIEW%xOR 1p INaTµ41pX At Not EYIM COST t01M DNN[R 3°MERVILIE,Mh°$TO] OS FRM 4Mwc wEquipment T oT.MPCX W.E 1 Mf ENEROV REDM YE]ifNiTINION UNN SM4 FR x RE ONDED WTM M «NL dW15 SfCONRY CONTE AS REgPRED DN ME rtttnrpf t1r.5Rlamxsµ an.wlme ® sRa¢¢Tmre HVAC E ui ment I..ufcxw4x ¢ 1.wo"..mT w¢x wrEDx�TMmPP�swvL�DE1nD po.NOw A wvDEzaArt CORNS mT OO n1(BVii.T 9 P WV t IP wO D'hPFTOR sw1TON.1K Sw11w zM41 sort Mr MI u px ROpR.Ru¢c mwena Designations NRCWM w wn«d Fu1A wR v. REnR To wITANT.wAR+ws ITT,TIERuosw....D NfpNR•w AR.,Ir.REDsvp.AND cRR.tz tDuvon yL uwRwe¢R 1(z¢x swa °�^*' � tIEeID4RR -�� •�•� � wwE� S A�Aw RrH aR.AN mu m1A nwRL Dn e I�'t _Il_ rtlnDunaN4>a��b%�VI�fPQErts RIDy aful 9C1wI TCVLL L,II NPIW yq➢ARRANL..¢ wY R�jDImRI YnW -N t0 [(YL RT1 euNOO4AR YLLIY DIl /A I®NA-w N Df TOLIR M 9 WIIE e NPGl 46 p] tlEllbrt 1SWIbRNCM bCd(tl rd-1tY rR NO M SYYM SIIIDG]wt$ (D-� EOfA RE¢x12-RB OR In Da Han w rA1u m NO Eoerp wlmis THa ne OwOOo RArzR¢DnN �¢D�NC nELRA wrcR _o— rmAw IDwTpR.n . sn Raw uer.R : PO Aoo-srnrlo tlAT,xae n¢vervR[T I—. ¢w nAR¢D.Dr mrtq OR TAT Iq YFL D.RItVIIONsM I D]Iw EIDF[UICI M W.tP —3 fM W-YR¢tl S DID To.TRA (t mwm mlO DESWMW _— evnw wxm pI1bF v.IP IORMM � t-LL4 [w tYw51 yNf ELLO[fY[OUI WRE uE mCl _ [R bA1N ID HYW �"�[ I1VH(UYrCYA IttNI•X PP.61 �QSTAATW NA IW.NR �Q yr4q mA104 RDA WYRY M q m Rn In INNnE Is ... Dr.L0RIRMNOR rru GUDn m wart ' w .NRAo.. 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SPRINKLERS OUTSIDE COMMON AREAS SHALL BE SEMI-RECESED FIRE QUICK RESPONSE TYPE SPRINKLERS IN G GE SHALL BE UPRIGHT DUCK RESPONSE TYPE PROTECTION 4 PROVIDE COMPLTE SPRINKLER PROTECTION WITHIN COMBUSTIBLE CONCEALED SPACES THIRD FLOOR ALL XTICAWALL PPE CHASES CONTAININGWDE PLASTIC OR SOURCE OFNKLER TECTION GNRION WTHNI PLAN REGARDLESS OF SIZE. 5. PROVIDE COMPLETE SPRINKLER PROTECTION WITHIN COMBUSTIBLE CONCEALED SPACES ABOVE ALL CEILINGS THROUGHOUT USING SPRINKLERS LISTED FOR COMBUSTIBLE, FP-1 03 CONCEALED SPACES W/ DRAFT STOPS EVERY 1000 SO, PI BY GC 6, DRY SPRINKLER BARRELS SHALL ENTEND A MINIMUM OF 6' INTO CONDITIONED SPACE- RIVER I(l,y'/.X_SII11 NI:FS H 100% Construction Set-2/17/17 RETAIL IIIIIIIIIIIIIIIIIIN .WEC rWME RIVER ROCK - RESIDENCES & RETAIL MWKTp E5 70 BOSTON ST&13 GOODHUE ST, SALEM:MA WENT LAR PROPERTIES, LLC F7J.1 1• KHALSA DESIGN INC. 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LAR PROPERTIES, lBj 110) 10.3 12.5 13.2 14.4 15.1 (16) LLC qWWTWt KHALS KHALSA DESIGN INC. 52 \\ KHALSA NNWW EEi SI2 \ \ - SO4ERWIE IM 02143fIJ a coxsuCTum T Trl 51-_LJE.� B3 No _ J J, E� RFSISIR�TMW ' !21 �.a 6.2 123 13.1 14.1 14.3 16) MOONS ms uNr 5.1 � io-iure Emr w+ _= iii e•.va 88 a ID-Third Floor Plan _ E _ = ID-103 t 8 RNERP RESISENCE58 y M7 SR wm ,mw `mmn "' n w�•`+ma.r ' vim'_ "m`• .ewa�n PRWECTNMIE RIVER ROCK RESIDENCES& RETAIL ' ......,.,." mm eve n e �:m.I..W "'�`" ..¢.�i.°•°..,v".`°<.w ��nna...".....®, PRWECTI R"S `°•'n m m. "` ^ 70 BOSTON ST&13 GOODHUE ST. SALEM.MA cum ..^....mm. _m..,.n n..._. LAR PROPERTIES, LLC ,.m.« m»m.1••� w 'n"m'l.anea.n m� ...»n,..mm. ...m,w '»' �� „„„•,,. „m —�`^'�' .n ..�,....°.....-.— KHALSALSA DESIGN INC. KHALSA —� �'�" 1)NRLW STREETSIIRE iCO Cp WLTAM : — nm iuua..n ..nmsmn�m nm a® m,^..v. .'- r. nvmnmanwia •w ..i mcm �o,mmm '� I r mm�n.�miiuvu°n � � mn!W "n� Y.n® w.r�mr a em nm ..w a.. 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Fm .v .�. .maurn! nom vnvim wm m — nm mom:a ,e b wa - INTERIOR FF&E LEGENDS e ID-801 RN ROCK RESNEN" e R ETNL . c GEM r R" 1 ' r 8'. \ 6114" RIVER ROCK � 2'-5" 0 L to 430 . 4'-5" - I GRANITE POSTS REQUIRED I 2'-0" LANDSCAPE BY OTHERS (2)SQUARE FLOODLIGHTS(BY OTHERS) ITEM A-(1) DOUBLE FACED POST& PANEL& FCO SCALE:3/4"=V-D" JOB#: 1 • '1 1 " ' 1 1 ' ' 1 I Job Name:RIVER ROCK RESIDENCES�O Date Comment SCOPE 1 WORK Posts: ,Location: 70-92 1/2 BOSTON ST SALEM,MA (2) 12"GRANITE POSTS 6-9KD NAME CHG:"RESIDENCES' ,. \IG NS M&I 1 Dlf NON-ILEUM POST AND PANEL SIGN W/FCOs 10-13140 COLORS CHG Drawn BY: KARE V O Panel: 2"DISHPAN PTM"James Hardie"board ■ Cllent sales Rev: BARN PM: KJ 60 )158 GreeleyBOZ-2 SE.,Hudson,NH 0305E JH 40-30 TIMBER BARK Landlord: I (6631 B672fi36 fax-227-567-7fi6a fC0 Letters: SITE SURVEY REQUIRED I Date: DARLO11 6 For Service:600-2216fi74 •' 1 " 1 ©COPYRIGHT 7076 THE BARLO GROUP 1/2"CLEAR ACRYLIC PTM"James Hardie"board ❑ Despn: Date: M"',Ne, DONE POMP FTean4GRwr,AUPMZMNANDDOXAmNrxNrs ARE RESERVED RYMRARLGGROUP $Ige Area: 13.5 6Q.FT. PRO PW IS O[S&NEU FOR YOUR PERSONAE USE AND 6 NOT 106E USEG OUISIOE YOURORGANQARON OR ERNIBnEG INANP FASXp0. PTM AUTUMN TAN I En9meering: Date: e 0 Artwork Req: El Yes ENO Photos Avail: ❑Yes ENO IEstlmating: Date: �urMerwruerR LaboraEm9ea Inc., ru'= FLUSH I STUD MOUNTED I Sales: Date: ' File Han,a.River Rock Residences 160516608 1-25 Sign Deposition:Remove and Corp Specs Avail: ❑1'es 0 No - I Production: Date: Dispose NA ALL COLORS ARE FOR REPRESENTATION ONLY.SEE ACTUAL SAMPLES FOR COLOR MATCH. _ - installation: Date: B-16-05-16608 SHEET: 1.0 GOODHUE ST ENTRANCE ALL SIZES NEED TO BE VERIFIED, APPROX SIZE AREA SHOWN M 70 BOSTON STREET 26'-31/4" — - — — - — - - BOSTON ST ENTRANCE ITEM B -(2) SETS OF FCO FOR (2) DIFFERENT LOCATIONS �fl7 0 B O STO N STREET SCALE: 112"= 'V-0-0 13'-6112" q Auk :P a I VIEW FROM GOODHUE STREET LOOKING NORTH VIEW FROM BOSTON STREET LOOKING SOUTH ..in VIEW i Tom!- _ 5 b n xx4�•� VIEW FROM GOODHUE STREET LOOKING SOUTH VIEW FROM BOSTON STREET LOOKING NORTH JOB#: r ' ' ..... Joh Name:RIVER ROCK RESIDENCES FROM Date Comment Faces: 1"CLEAR ACRYLIC Location: 70-921/2 BOSTON ST SALEM,MA r • , i ■ 6-9KD VAME CHG:"RESIDENCES" \IG NS M&I 2 SETS OF FCOs JH 4"James Hardie' board 10-13K'l COLORS CHG Draws BY: KARE V ( ) JH 40-30 TIMBER BARK sales Rep: BARN 1-24ME Revised with Address Grant: I PM: KJ 158 Greeley St..Heds°e.NH 03051 (Returns: PTM FACES (Landlord: I 603For Service: Fax1663i567�76L0 SITE SURVEY REQUIRED Dais: BARLO6 Far Service:B00.227-5674 Spacers: FLUSH MOUTED W/STUDS T x I ' ' m CRPYRIGNT 2Ri6 THE BARLB GROUP p Design: Date: ^6°a......°rsTMsorovemos7arwowowauEMOMarmouvuc+roxucxn.usosan°nnxurW. Sign Area: 23.3 SQ.FT. Special Note: 7xsraarisoecnerers a borator6sinc..m7onusmoursios roua oawreawxoa axianmaunaxsxox I Engineering: Dale: I IArtworkReq: ❑Yes ONo Photos Avail: El 0No IEstimating: Date: I Underwriters �sralaMeeYC.0 FONT: BOOKMAN I Sales: Date: i File Naor,e,River Rock Residences 160516608 1-25 Sign Deposition:Remove and Corp Specs Avail: ❑Yes IN No I Production: Date: Dispose NA ALL COLORS ARE FOR REPRESENTATION ONLY.SEE ACTUAL SAMPLES FOR COLOR MATCH. IInstallation: Date: I B-16.05-16608 SHEET: 2.0 I -Roof Rd a949=g°"-- -- -- -- ®,d_r -- — - — ---.._.. l 70 BOSTON STREET aid 11 ' ❑❑ ❑ „ f _I 4E] H �37rFloar —I — —III III ' III —III III—_' I�I� II 111= II III I�_�II--I I��=1I_ II II1= I III_ I�I II ,II1= 2T Floor 70 BOSTON STREET BOSTON STREET ENTRY SCALE: 1/8"=V-0' IBM= I t e9 mel-- III t ii J; I - tl - III . I II I:I I III I GOODHUE STREET ENTRY SCALE: 118"=1'dl" Job Name:RIVER ROCK RESIDENCES Location: 70-92112 BOSTON ST SALEM,MA Oraxm av: dKAREClient: Sales Rep:PM:Landlord: Date: ®COPYRIGHT 2015 THE BARLO GROUP Design: Date: TMEOEncxooEcelsTMFVRovurvoineuRwoEan.NarRooumxxxppwuumxRcxrsnuRFsuvFoernFEuwuow. Ili 11Nf 6 p(aGNFp ipR YJUA rFR$pxll YSF AYp x M011p AE UE®px1A PE FppR eAGI9PAtNIN NR ER W nm M NYY KAXpx I Engineering: Date: I . I Estimating: Date: l •uxaerwrne s �N atprks x.a V I Sales: Date: i File Name,River Rock Residences 1605166081-25 I Production: Date: (Installation; Date: I B-16-05-16608 SHEET: 2.1 Sheet Jst-Tdw,Mdnes ^F EeT NAME Sham Cur-ent Current Current R ns,oe Number Sheet Name 51,eet Issue Data Rens,on Rev.von DateI Descnpbon RIVER ROCK y o C.�or RESIDENCES- • A.001 cove,5heet ovnl2on 3 o3n /ton DRD5,brr,orxn TOWNHOUSES I-Gvll ~ j vHoaEcraoolEss C-I L.:abon Plan 02d17/2017 - 7282 BOSTON ST, IC-2 Exlsd,q Condhnons Plan 021l 712017 I SALEM,MA C-3 Site Plan 02/17/2017 UEM IC-4 ILaye,t Plan OZ 72o ] LAR PROPERTIES, C JQhty Plan. 02/1720'7 _ _ LLC C-6 Photametne Plan Z 7/20 n 3 031)012017 DR5 Suomrzsl a G7 Veta,IPlan 02/I7/2017 - I P41 KHALSA DESIGN INC. --- C-5 Detans Plan C-9 Details Plan 021J 71201] gLS 2-Landscape _ � � - LI.1 Materials+Layout Plan West 0Z 1712017 - `' �IJIiIJWiE,011111rllpl IIJWi'! I ' l' Il _ — L .2 Materals+layout Plan East 0E/1712017 2 03/07/2017 I Gene Re ral nslre, L1.3 Grading Enlargement 02/17/2017 L1 IL2 Planting Plan 02/17/2017 1 02J2&2017 Landscape Revision r low LE)l Debts 0211712017 2 031072017 General Bensons `LD2 (Landscape Deeaes OZ17/20:7 _ LD3 Landscape Detaus 102/1712017 ' KHALSA 3- SOMEHNLLE,Mg02e113 Architectural y IA-002 General N.tes4 Abbrevadons OZ1712017 a`� TELE ivuoo srHEEr wrEaoo I A-013 (Townhouse-Code Re ew 02J 1712017 2 (1 General H lm drs s cohsuLrAxn: IA-022 (Architectural 54c Plan® I st Floor love 03/10/2017 3 03/10/2017 DRD 5ubm.sson IA-I 1 1 Townhouse-Garage Floor Plan OZ,7/2017 IA 1 12 Townhouse-F,rso nd fl Plans 0217)2017 A-I 13 Townhouse-Second Floor Plao 0Z17/2017 IA.114 ,Townhouse-Third Floor Plan OZ 1712017 PROJECT: IA-115 Towr.onl-Real Plan 02/1712017 IA-201 Townn.,s El .t,o,d Ceibng Plans D2,17/2D17 _ RIVER ROCK TOWNHOMES A-303 ownhou a Elevations OZ n/2017 2 03 07/2017 General Bensons IA-404 Townnorres-5e bons 1 4 2 4 3 OZ 17/2017 1 A-005 Townnomes-Wan Sections 4 Section Detans Ovt 7/2o17 PROJECT ADDRESSES: IA-40e Townnorn s-Wan Seaton I Satan Details 10v1712017 72-74-76-78-80-82 BOSTON STREET A-602 Townhouse-Bathr..m P'a"'I lntee.!EieWG.15 oZn2017 SALEM, MASSACHUSETTS A-606 Townhouse-Kitchen Plans I Intenor Elevations 021 712017 w IA-705 5ta,r Detans 02/17/2017 A-70C 5talrand Door Detaus 0211712017 CLIENT IA-ate, Townnomes-Do.r 4 W.nd.w5chedole 102/1 720 1 7 LAR Properties,LLC IA-503 Door 4W,rd.w Deb,Is 02n/20;7 282 Bennington Street A-&12 PartltlonTypes 02/17=17 East Boston, MA02128 FEGISlXAl10X IA-813 Roof Details 0Z17/20n IA_814 Roof Detall5 02/17/2017 A-902 Mlsc Detans Ovr7/son MEP/FP ENGINEER ARCHITECT STRUCTURAL ENGINEER IAv-z Penpettwe views 031'a20n Wozny Barbar&Assoeiats, Inc(WB&A) Khalsa Design, INC. Goldstein-Milano, LLC jAV-3 Perspective views - 0&1 a2on - 1076 Washington Street 17 Ivaloo Street,Suite 400 125 Main Street Av Penpe hve view 03/10120'7 Hanover, MA 02339 Somerville, MA 02143 Reading, MA 01867 4.5t c:W,m 7-Pwmb,ng t:781-826-4144 t:617-591-8682 t:781-670-9990 I 15-100 Townhouse F.andation 4 15t Floor Framlrg I l P-0OI Pwmb,rg Townhouse legend.Schedules I Noted 15-101 Townhouse 2nd 4 3r6 Floor Framing P-002 Pmmbmg Tawmnd,,e Details 4 Risers I I5-102 ownhouseRoofFraming P-Iat Plumbing Townhouse Plans J reem no3ar I5.200 Townhouse Typical Concrete Details I P-102 Pwmbmg Townhouse Plans LANDSCAPE ARCHITECT CIVIL ENGINEER ATTORNEY IN e 5-201 Townhouse Typical Concrete Detans I P-301 PlumbingTownhouse Unrt Plans HEmaltw9 Blair Hines Design Associates Williams&Sparages Joseph Correnti, Esq. I5-300 Townhouse TyPxdI Wood Details I I P-302 IPlumbing Townhouse Unit Flans 318 Harvard Street,Suite 25 191 South Main Street, Suite103 Serafini, Darling&Correnti 15-301 Townhouse Typcal Wood Details 11 I Brookline, MA 02446 Middleton, MA 01949 63 Federal Street 1 € 15-302 TownhoUm Typical Wood Detans Iu 1 5-F,re Pr.temon t:617-735-1180 t 978-539-8088 Salem, MA 01970 15.303 Townhouse iy,cal Wood DetaJs IV Y 5304 Townhouse Typical Wood DetaJs V FP-000 fire Protect,on Legend t General Notes I FP-0OI Fine Protection Details A 5-M¢nan,u+1 l FP-1 OO ire Protectioe Townhouse Floor P., J I M-000 Mwehan,cai Legend I Notes FP-I c t Rre,Protection Townhouse Floor Plan 33 I M-001 Mechan.l Schedules I F I M-200 Mecnal.eal Townhouse Basement Floor Plan 9-Commvmra[an BID SET- 02/17/2017 EI M-201 Meohamcal Townhouse first Floor Piar T-001 end Alm 4 General Notes Low Volta a I M-202 Meenanrcal T.wnn.ase Second Poor Plan g REVISION 2- 0 3-0 7-2 017 } T-101 awnbou a Garage Floor low Voltage I M-203 Mechanra,Townhouse Tn,rd Floor Plan T-102 Townhouse Frst.Floor hew Voltage I M-400 Mechanical Detals 1-103 Townhouse Second Floor Low Voltage --- I I M-401 Mechanical DetaJs 7_104 Townhouse Th,rd Floor Low Volage 6-Electrical DRB SUBMISSION— REV3— 03/10/2017 0-000 Elcctl Townhouse Legend 4 General Notes C-Inue^.or Design Cover Sheet heat E rica E-001 Electrical 5,te Utmty Plan I ID-801 (Finish 5ehedules E-I Go Electrical Townhouse Lighting 4 Power Plan Ig E-200 Electrical Townhouse Jn,t lay.@ 1 E-201 Electri;al Towrnouse Jn,t Layout I Ir E-300 Electnca,TownhouseA Power Plan -000 E-402 Edat nl Townhouse Power%sdr 3 E-601 Electrical Schedules OWNHUUSES E-602 Electrical 9chedumz amta,+„NnvlsoErvws I - - iNOIELi NFMr E INDICA➢Ok OF MAiERiAIS 5YM50L5 ARcnn'ecruRAt A9DRtv'An RIVER ROCKoNS RESIDENCES- TOWNHOUSES r �-- p _ 72-82 BOSTON ST, <�'> r, ,....:. SALEM,MA CUMT ®.�...... ,...-... LAR PROPERTIES. LLC KHALSA DESIGN INC. KHALSA .. — '. - ., „IV•LLW S,gEEf SN,E.W � I L � b� ® ,,.,,� 5 a.rid:, r,a ?;� —`k+ Y. '•' � :LL- :oxwEiumM� �,�..,® W O v/AG wEEsun M W rIA,YMY' •O'uEanlwSd,xa Mw1 Mf iONct6aMbx _ ADA CLEARANCE5 GENERAL V07 F511 n x if osrnxvu — awo.men i mni LL .. s .ab.x w ' � Iy�—� b'b a ' d *W \f ., v r am n .. a• .•rr v. "y-a xms "All \\� T L l NIII 1 ` �S wa, _ types't � Yh l _ q ~ .a o r .. w ^.Mm• r,,, a t •cr.NRr wn sRa,curta rw Eauun.-wnr � R General Notes& I e Abbreviations A-002 hiv,N l<urrc 11, ,OWNHWSES 3 . .. 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WILLIAMS & SPARAGES ASSESSORS INFORMATION. ASSESSORS PARCEL MAP �� 11 II��h 1111/` _�Q�� `\�� 189 NORTH MAIN ST MAP 15 PARCEL 299- v u u IS SHEET DESIGNATION DRAWING MIDDLETON. MA 01949 70-921/2 DOI STREET DATE: FEBRUARY 17,2017 7 GO LOGPON PUN C-T ARCHETECT: KHALSA DESIGN. INC III LL I7 IVAL00 STREET PLAN REFERENCES: PLAN NUMBER 448 OF 45 0 EXISTING CONDIiIpN PLAN C-] U SUITE 400 {^ Z GRADING k DERI PLAN C-3 BOMETNILLE. MA 02143 Eliu.atrr PUN C-a 3 w LOCOS GEED REFERENCES: OWNER: 282 GROVE S ,•- REALTY TBL all, Z Tn vA„r _E9 Q UNLITY HIS C-5 W 2A2 QENNIN[1r:T::F. -_IS2 Z � K Z PnOTDMETRIC PLAN C-6 EAST QOBTO'., L. ..182 W � � MTALS PLAN p-7 RIVER ROCK RESIDENCES ui DtTaLs PLAIN c-B W L~nEE � `;u, EE APARTMENT BUILDING : 70 BOSTON STREET & 1 3 GOODHUE STREET " � — — W ZONING TABLE U o ZONE: NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED USE (NRCC) & 0 O F- ull o L=J RE°UI5.000h, .M2 'E TOWNHOUSES: 72-80 BOSTON STREET � � Z � a i MINIMUM Lp1 SINE 15.0°0 Hl i3.392 'IJ w ^ O C b N MINIMUM LOT AREA/ OU 3.500 sl DOES NO' COMPLY > MIT G MINIMUM LOT WIDTH 6D rt. 476Y SALEM, MA F DO J MINIMUM STREET FRONTAGE I°° IL 477 78 R < AAASvL4 FR°NT SEv9ACR - 3.7 IF (GOODHUE $T) _ I W O ul ' J 00 uNIMUM 510E SEl9ACM - 9.5 1 L F 1 MINIMUM REAR SMACK - - - N MINIMUM OPEN SPACE - 48 R / i z �y MAXIMUM BWLDING HCICHI 50 ft. a6 5 It ,} Q `V 44X1M`JM STORIES O O MAXIMUM °WILDING GROOVING COVERAGE Box SOX �L� m i r l0 1 FLOOR AREARAIID {P p0B]S0z Gsq 0,92 / Bg395 CST � (SEE ARpHITEcuRnlsl � � Q c:) ENTRANCE CORRIDOR OVCRUv OISRICT (FOOD) 82 (/J v - PygppS[ THE PU"P SE 0f ME ENIIUMCE LCRRI.').)'q pVERUv OISMKI(2OU)5 10 - MEARM!UNOERL^NC ZONING REGFIFICA5 IN EUTVA 1, AREAS TO _- 1 PROTECT AND ENHANCE!ME MAIOR ENTRANCE IWO INTO THE CRV,AND N J E ENSURE THAT SJCN AMOUNTS ME IMPROVED IN A MANNER WHICH IS IN THE DO INIERfyI Q OF THE C11 BUSINESS HIGX M (92) eCOO 0 RESIDENTIAL TWO FAMILY INTO B�.,NER SS COO GO e o PROJECT NOTES: EXISTING TOPOCRAPMC NFORMATION 15 THE RESULT 01 AN ACIUµ INSF UMVCI l�RAHNIG Hfp AUT10NL SNpWNAOUP�unEIuc LLOS 1O BEEXR0 IZ2E0 FTR�OMM < 'ONE VE� LO^US Z vMIOyS SWK'S F� ¢ lP z L ELEV AN Snow,ARE REFERENCED TO THE NORM MERICAN DATA Of 1'. N [V z MOP /5 ParcBl 299 OIL OR w wz THE JTLRI ES SHOWN 0.iE THE RESULT OF M ACT AL INSTRUMENT WITH SANITY Cl PEOFOSALE _Z TE m B1 WILLIAMS k SPARAGESI.I.C. FROM VARIOUS PUH$ON DL£Mtx THE °f SALEM S WO OTHER PLANS OF RECORD NO REPRESENTATION OR RRANIEC IS OE AS 10 N 6O a p TIE ACCURACY OF THE LOCATION W HE SUBSEENIACE MME$AND SHOUT➢BE jONE R2 ZONE NRLG LONSDCAEO MMIGAIWR. 20NE R2 10 OF a PE - 9 OF 4. ALL UNLITK_S SH4L BE VIDEFILO IN THE HELD BY THE IGI:RA^10R IONOW TO THE aI. STMT OT CONS:RVCLION AND SW1L NOTIF M Y C TAMER'S RETg M ESENTAT tF£ASTNG N PC N E I CONOIIIOYS EPEEA FROM THOSE SNOWN ON THE 1.TNAT WILL PRMM ME O PROPOSED WORK FROM BENC COMPLETED AS INTENDED. `, m 5. OJRIKL CDNSRNRION SHOCLO A CONFLICT ARISE BETWEEN M[METING UIILJT'AND PROPOSED WORK ME CONTRACTOR SHALL No,THE OWNER'S REPRESENTATIVE IN MIRNL Eoo RESOLUTION OE THE 001 15 6 CONTRACTOR TO CALL GGWE PRIOR TO CONSTRUCTION:611 T C ME PROP OS0 WATER CONNECTON SITE.TO 6 UCCEIDT,ARE To BE OP ILh'E➢IN a Cl_ Q TO ALCgNAxCE WHIN 2AB TOM '000'UNIFORM SHIFT WM9NC CODE Z� p 1 Pa2 6. THE CONTRACTOR STALL WRIFY ALL BUGGING OIMENSIONE AND ARCHITECTURAL o SPEOFIUTIg15 PRIOR 0 M[START Of CONSTRUCTION. g s 9 IL PROPOSED.ROAN PIPES ME IO BE NOP[ON APPROVED EIXINA19,T U... I 1 N ,oHENArNE BPECEAED / 10 PROPOSED WATER"FLY SHALL SrzU M11HMI11 ENCNEER _ �N V U, IN 11, WHEREVER FOES.IE.SUNNI WILL BE WO AI A MINIMUM OF 10 EEET.FORETTLIALL9, FROM NY EXISTING OR PROPOSED WATER MANES NDULD LOCAF CONDITIONS PREVENT A DA `B 2 LL WA ME SEPARATION of 10 FEET 10 A WATER N THE SEWER MAN WILL BE IAIp N c m • AI c A SEPARATE TRENCH AND HE ELEVATION OF ,E CROWN 0f HE SEWER LKEy AT OI? y O G 3 _FAST B INCHES BELOW THE INVERT p 111E WAtER MAIN WHENEVER SCW[RS UST CRO55 IN WATER WING. TK TEETER SN<L BE W Al SUCH AN ELEYAIIOti THAT p O rc i [1 THE C.Of HE NEWER IS T LIMIT 1B INC..BGGw-1 In Of THE AWHIP MAIN WHEN IT IS 14P0N510LE TO CROWN HORIZONTAL CM VERTCµ MEE ION A5 - SIIPULATEO ABOVE,BOTH THE WATER MAN AND SOWER SHOULD BE ENCANED N CONCRETE FOR 10 FEET EITHER SIDE OF THE CROSSNG. N E 12 TIIE MPeCMT$HALL COORDINATE WITH THE SALEM PAWL WORK$OEPARMENT TO rWLS A ENSURE ROPER DOMESTIC AND FIRE FLOWS PRIOR TO BUILDING PERMIT QI v Hn o 13 VERIFY ROOF DRAIN LOGAH.AS WTH MCHITECTVRµ HAVA PARKING CALCULATIONS a THE COMTMCFOR 15 gE.SNVSIdLE IN TIE PPOTEC'IOM Df MI PROPFyiICS fRDu DAVAGE N REUTON TO I PROPOSED SITE WORK CAiTgRY REWIRED IF." PRONOCO SPACES 15. THE FOALM ON PERIMETER DRAW SHNL BE NSTALLG IN ACCORDANCE WITH JBO CMR COO PEP JNIi 100 a LL^ 5405(THE NF55aLHIfiFRS STATE BUILDING CODE) RESIDENTIAL ] INS =m S O a 50 UNITS ��_�3 16 SITE WORK SHALL OI COMPLY WITH THE CVRRENT AMERICANS WITH SMILITES ACT AND K MASNHUNET3 ARCHIFECIVRAL ACCESS BOARD RECJIAHNS. C04MCRCIRL I FK'PE5 SEAL —CI' PROJECT WRAM ES LOA VOW JNOER THE APpES CONNEGAI FN GEHER21 FFJi4R 4N^v 36 SF ib�� _ T11T_pRETAgpTOF pE ST pRMWA1 EA POLLUTION PREVFNi.ON PUN 18. L DIRECT..'AF$ICNAGE MD PAVEDO WRINGS SHALL LONEO14 LO ME II '.'Al 105 96 , EDITON OF THE MANUAL pF UNIFORM TRARIL CONTROL DEVrCES 19 SEE IANUSCME PLANS FOR PLANING PLAN, PAVER$LOCATIONS H DETAILS ALCCEIIRILOV' 1 AN (96'AISLE), A TOTAL RKIxG N j 20 HANDICAP TAWS 6 ACCESS LOT IG THAN W'TXIN MILAN S)STALL BE DESIGNED 6Y CHWNFFA PIM"OING SPECIFIC LAMANG THAT IS ART COMP ANT RIDR TD A9 EYICRIOR.al PIANO GLANS 6 E TONSECUSE GARAGE[ 96 CONSTRUCTION. 80% CEO nNSTRUC i flON SET V) DATE. 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PRUP�LRGC m pgST ExOw o CP i 9 0`T—, sTaRgc[ °°sioxncW aRST show uIItn''I 1 I x4xW,A- 10 STORAGEMI AREA I 4N u MNR R• OP CIJLL-�' I x}'r 6 UWS' cRg54 -ARE RC AL NO SIDE WAIK 5 W.w IN va vus ALoxGFnav`rnx smrET :i1 Q C.7=tN admE Lt EX yT,L ��fF 'R v _ a PROP HC 1 m}' "- CfRS RAMP I II Yi CLOY En59NG / CURB CUT p CLPS[EpSTwG M<lu.cugBlNc reE alRe cul d ctosf Exmnxc BOSTON STREET LLPSE.fR'$RNL CLOSE ExISTEc .m_= w'y 4uw cVRRIMc!roc ClRa CUT k cJRP cuT IS cuxe CVr IT CLPSE SEE, PRa°- p e _ _ _ _ JIATCiC'J PBING'YpE MATCH GRSI.4 I, ..1c,CORCRUP IYPE q 1--d _ _ _ _ _ _ _ _ _ _ _ CURD CLTk �Gi-Wwm 70M __3 �— MATCH CURBING TTEE ~ (]y jmt3P z --_ -- — _ xONF Rx - — xP'wAlfe MAIn - - — - _ .—�^_ aosE txls:Nc V1gm&:gi C CB CPI k Oil .....®�' to w zLu w •YF 80% lvlOUV c?J RUCT �OV SE I CONTRACTOR SHALL nnp-NERIIH EXISTING CONOOIONS Rcw1RNG UTINT¢s PROR TO DATE. FEBRUARY 17,2017 1 T :axsTRJCTXTN IWIN EV.1 BE WOXPED Or AN.I="A'A""AND/OR[ONnICS LJ I.L.ALL RATES MAR rImNGS EI BE RESTRAINED WEN AFIR(NRAIE,SO.[NRUST D OCAS 0 OR RISITANRO OLLvas Z LEI =.nIS,au.HIRG.AND I SPEC�DN OF NEW WATER srRWCES E ALL R: IN ACCORW E A". LEGEND OF SYMBOLS 3 ry ME GORININTRSHALL Of r F LED ON SALEN `_ A i A NaSACNUSETM APPRONEG ABLE TRI olECx NALK ABSFIRLY BA[vaow ,S( W T PR[VrxTFA 5!WL BE:x5r4LED q1 NCW rHE S[N[ES. EXISTING G'CN 9451E '0 W F V� 2 0j~S 3 WINE.To WHO EF511NG°AK4EM SIULL BE HEAP PAiWED IXISiINC GRAIN � Lu W C N AB ] ALL AMGA GRUHc SPIRL 8E 12"Du PLI EXOPH AS OMERMS[NOIFO HEREON. MANHOLE ® w 10e • NDEARTONa ELECTRIC,RRPHOSE CABLE AND CAE SETTLE SHALL HE INSTALL[0•x EXOi"I SEWER ® PCCORMN[E WITH THE PEOVREY[Ni5 OF ME NAlI1Y CONPINY W.LiNG JUPISDIETIGN N W EXISTING SERER © V) W d SD IWOR ANO SEWER SwLL BE CONnRUCrO WITH A VWIEM4V FROXI0;A HPAN)yH Or NANHOLE u -N g "I NI4u4 N<RncAL SEPARATION or IB 111 HA:.B[ RED WHERE WATER W � F- :"ISEJ D SEINER FACILITIES CAM EITHER Or T.ICEES CONDITIONS CANNOT 9E 1..ME A. W N Or SX4L BX ENCASED N A SLEEK FOR A OISiANCE DF O 111 ON El.SIOF Or ME . EXISTING WATER � = W WHENE E REO41RE0[ONGLIGNS ARE A.NET LIVING WHEW WE 11 N CY 54X 5'w ALL NEW SEIN WLR V1M5 AVD 5ET'SCS SYat TS SORT]5 PAC PryE CONraR41Ha TO 15[M O �. W K 0]GN 1FAER PPE w,mR ,0 T' M Mt B"M1ERD RY X.FIN R4I ME STAR EXISTING HYDRANT gUBF.£p GNX) \ FIV�iO�a)S— P tlING CGOE. FEELNC Gr SEWER CENYICLS STALL 9f N CONFORMITY MM THE $ O N 9 U. REONRENENiS Or E 111 Or SALE. EXISTING IRIL,M1 POLE a+ O�/ Q o f r. NDL1' ENGINEER, NE NpRpXNAR ART YECS SFMl BE Ofl[RVWCJ BY wRrmRCr AM y� L _ NECXAHICI ID.'I rD AN EXISTING OVERHEADW OL . B.ALL CCVTEAWFD eARVING SHALT,BE EDUIVPED wnH aoOR CPN.Ns wHIGN pSCXWC[ (n 2 0 MAC GE ARE,L"FRATEET.r0 FI YNTWr TOTF,SDSTEV. EXISTING C:IRB w \ Lyf 5 5 q \ B.ALL PROPOSED SLAVES HOLES W PINS LOWER THAN APON 10 p SHALL BE SRNG FOGE OF O7 IT P /t PRONOCO WITH WATEPTIGHT COVERS, PAVEYETr 7 w' ,SXUTOrF NALI AT,,O BE PREWITO rOR I F,OGW GRANS 1.N THE.1.. � W O to m _ SF rwACEE.ARE sL'arz[T TD IHJHwmN pwlm:1.EVENTS EXIST. UNDERGROUND 00 \ IN A \ J NET TACE ) 1 NECHANIGL FUNS FOR DETVLS E BUILDING G^, O`HX TELEPHONE F q. AR,V IPFi i1R.! \ G PROP.ROD A ALL EIF/AnaNS sgwx RRE RErFREx(tO TO ME rvORM a4[RIGY O•LA or ,gBR IX15T UNOEflGPGUNO Z LEI N Vatc 5, uP Iss)w/YG PqR, WMP�Y Z EF. SMX SEVRR ",n� GF 'y<Itt PARNR4 LOT �� 'Sl E S10N "Da N01 VEIN PP6 13.ALL DIVINATION iPENMES shpy BE w ACGOROANCF.TO STAFF nxo RT[R/1 LAWS. 1� 1111 O ONH EN5HN4 6 SPREE _ CO Rp' O RW Si LIGHT POLE O �5 ER45 \\\1\ M2 C 1 4 \ 11[Y ST MG N Ur Es THAT ARE NO!TO LSEC AVO/GTE ABANDONED SHALL BE N,AN-, 1 9.1 EJL 'I' \ (� W SENATE�4ON CP .As OIWECRL P NHE.1 ar SµEN MN/LAC RIDER. EXISTING UT FES SHALL fM1$ SHUTOrr r 5 P kq •'\4 BE KRf,ED io EASURE AOEOVATC SILT 5 PRON.DEO WENT uHUiv LINES ARE NECFSSYF \ N\ lO [t h5,fj S O O OE A WRIER q NEW 11 SHALL e[PROW© gPeROVE➢IOGAON G5 GATE R rr O 4 � 9'.9 1.PWygSp rRANYOWFR TWO 5 MPROY W r cu.POLE AS OfD) \ ep ay aNt. [LEcrwc x CE ,O 9E S¢N m 'z o z 1551-pa ,I TERHAW (O THE. >' IJ � E5 OLE h GO WIRE �+ /' /\ 'PflyFq PROP. ORION FLOW O '� U } 4 9 CONTRALTOR r0 BE R[SeOHSIBLC TO CONPLEM'G 4L REBATES FOR WATER HONORS. 1� yy _ SIp( AT WyJ HER ura,rvN•.-1 \ \ PROPOSED DOWN W p / )O JHUERGRWNG ELECTTIC TO RE PRMipL➢ID I.WOSCA➢E'SLAND AND AN SPECR1m B+' IF s \/\ Wy OF X55, TO OWNER E0 BE CODROIxA1EG WIM CONRRXOL.). PROPOSED GFCH fU51N O N + T/Sj • /�\� NGNITONINC IW FANENy `TAO� LTK, C e L]O WEL iV W.) PROPOSED YMD ORAN f e f—� r , RES'O NGC I OQ 7 OMr CW, AN C.[X cM 2 PROPOSED ROGF DRAIN Y I I 99.5 / r� vF \.r rv= SS ¢ PROPOSED SEWER ,NWT SryEE a rvNC55 I,N=].9) TOO LDeer /gGFp - E1hA /`�� CR PROPOSED LIGHT — CNCLOjLIiE� RDD4 \ c E-C 4CRg5 1 I /F(EAOA J9 Sir _ _ \9�� \ U/ASSO t c z TTllf� \ `lPP[.\\\\\\1\\\\ll\\\\`YYVII ALP tIFRE�1 � EX AMP 55nXG BNLgNG A ]{[/� @ l / Y 1/AF\ c INNS 11 Eur) .S GRVJE STWEfl CLOSE' L lE1,t ED BY �'a F-R, MA=5 Gl I Ef E[ON OETERYWED BY � � ��)EIS � . YEe1NWV1 ENGINEER SOX u \ u APRW.RR 9EMf.E We6), Y IX6WN4 SRE IO GE ST) �'OJ t u W STiNGNPC ANTI FOP \ SPRINYL[R o —DETERMINED BY •, 151 GIT S e O UP q N o f CN. INiPNF FAN p004 \` YE BETTER L ENp110Efl w \ WY/N C -- _ 1 rBGT'] — \ WED 'TO u u L_J U ROWILA.'E E%ISTBIO \G tl JB-'�WFq Y WITH G-PROIF ° — - \YIN'd> TR Pam• e \RI dA S\ lE]m m I1` ® x ,fir \^ 4EGwniIL IXTES,AN INV=B B j GODS o b�—ik b SIDE m OERR/JIH�=MEGEµ o M19 MC S AN@At� E(S6TINc DOI � / � A OurE PANN.nPwIPNE) re YATE I G6Gr%] NA r1t0 O [��V``titilililil'"Y' ,4TN �� ryr IN III. 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IF 2 V 2 U) WMINAIRE SCHEDULE - POLE MOUNTED LIGHTING 00%/ CONSTRUCTM SET W STMRaL HIDE- QLANITTY uisLOG NMM.IN EATON HIDING DESCRm1VJN WIP PNDrp/EERIL..LE aATE' MARCH 10,2077 STREEMORNG SERIES L•31 U L1• O• p II (EIx gM Wl-LED-E-U-LJ-N55 12•yONPNC XEJ OPTICS 11.AIDE I]pODN SI LFDe V' D96 UTLD-EO]- .ELECTRIUL.P[MSTAL 4 POLL IFS-[-U-I]-HSS-i000.16 LA TO BE SPEOREO BY OTHERS) LUMINURE LUMENS 390i 1W1 Z 1p SRiFETWORNS SERIES LEO TYEE 5 SOUPRE WIDE OPM1CS v Ui0-FC}LEG-[-V-SWO EOJ-tID-E-U-SWO-TO]01ea W M B ([INISHj DRANGL.PEbASTK k PoLE 2 =1NC XEICHF JWCN E' LED, P 0.85 Uilq TO AN SVECT[D BI OTHERS) lu C WMLNS,na) W 0 0 APAR'MENT / TOWNHOUSE EXTERIOR BUILDING MOUNTED LIGHTING & BOLLARD LIGHTINGce LLl W F 5TMBOL TYPE) QUANTITY DESORPTION MANUFACTURER(S. R MASCAT W) OWF .C-C, WRVS 'EMARNS L/) NJM9ER(SF£DMWWL!"0) P Y w o m rOSf CONTEMPORARY LOFROUJE �O w CR EGEOI RO: R V' OQ, AIF • m U p 0 E ENTRANCE SIGN LIGHTING SO TBV - - [rN+mµt(NSIC°LII pELEx O Z Q O ] m0 � Q{ RNSE sxS WALL NL.FI COMPASS CURD OO-H LEG T'_0 AD - O co .00ON FORMS. Z C:, w iZ II \ ` 04 "5E 2 WALL MOUNTED WS- ,6-1R-GX/ LED 14 ]N oN�OEE EATON LIGHTING �IEFz DwLRE UPOI£O-Es STRECTWONS SERIES WALL BBE Z FARE MOUNTED LK2-fAc-]Ih2-vM LLD 130 29 UN/OEF I \ y _ -RD-OR [OIL-I—DN ECT10x.-IEXT RION OWRS O Al N 0 lwE NICNLER.9]p9pElEp LID 3lOpl( 12p Ipp 0 c F r �e SH45 MOUNT OWN DNONtf WALL YANCE WAGE WORST C S Y O F D D p ,p dO NOTES O O IF OS ojS - �. SECURiIY LIGHTING TO BE W.ERMINFD. �, 5 o Of ,p aO S p aP 2. ILLLMINANCE VI CREATED FRON MANLIFALTI/RERS PHOTOMETRIC DATA O W L1Q p, aQ + .T aP LI s aP 3. ILLUMINANCE VALUES SHOWN REPRESENT MAINTAINED HpRIZONTAE T (!O FOOTCANOLES AT GROUND LEVEL 1 p L L O aP pY P aP 6 dQ L a a A FOCT CANpLE TALLIES S40WN 00 NOT ACCOUNT FOR LIGXT REFL[CiION, It o O' .Q a P aP Op EXISTING LIGHT SOVRCES,S GRACE OR EXISTING OR PROPOSEDLOPING q P aO THREE DIMENSIONAL OBJECTS. aP aP P p a _ P .p ap aP 9 s. PHOTOMETRIC DATA SHOWN IS FOR POLE MOUNTED LIGHTING ONLY. 6 � O ,-A M1 � dQ 8 a ap T a aP a aQ 2 f , 4-1 `� 4 Eli° 1�1 CIE 4, Mc eulLDm� FW5E FW6E i :RpR'71 ao � FW6E FW3E fW3E T a° oNf T I 1p lP ,a` a FW5E T �k F r ,q o ,O (\ ,y M1y� Op O p LIP LI511NL B�y¢1 NO P P \' a d P �p 6 ' ? F 'S GROVE STREET \ f O' aP a N 2£ _ _ A M1 '08oyTpNRoPog aP `$ `' aO a° a o a OF, umm �D �5 O m FW3E FW3E H� W -�T a°` aP a° d3 n -P 33 a 'p OP \ IF 0 aQ �' aP a9 aM1 M1T —A pp1 FwSE aQ 'f' r LE % 8 M1 $ aM1 LM1 aM1 Q} 2a^5 a' @ aD dP rt wL"ay IpAt aQ aP a 'tQ ,p aM1 aP a" OCd a t a - » » LW2a° ,f LW2 FW3E T °rF� E _ Lw2 Lw2 LW2 P ' a" a> ap " IF LW2. 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OF WaUP}APPATE.FW.v fBY ll 11 I}Y Y E\ M eel AND MUA M __ MORE AND...A I-I w"oF DATE: FEBRWRY 77A 2017 cv:x LET[I i0[GRL awUER TD.PRDNDc 0 BE USED i0 MARE u LL STV _ OY COVETS o CAU've AOJVSN[NTS uOUT. 0 'p, KKS AXD 4gTAN LPOW AM E1 PC " -} L. i0 BE:¢d 0 MAKE u I� Mwrol s[cnW/ DBc I. a cRME sMwls Z LDxIC.L SELTW/ MM.FEPxOT• rL.T IOP� F 3q'DPENMG 3 /. wpE TO B[ r NO SAS-.w PIS[q r TEE APT BRIUP CK (n W rpr T; " a wF S = o' U w o MITI 7: AYv Y:nW— •'I •e ••-BATLTEP • J w W� L K wyP SECRM— N4T Y[n w OUt_SIDF CLEARANCE PIPE Lam..IT Q N OUT FI WOTAR WTSIX U RP ` P`PL�w.C5 TO 'TTS- u = w IT LLYEL }'¢LAPAM<F[ E SCC'I c." LL w ry N. A",PAR PRO}ECT NOTES: `' Q a Z n "t LATEI NO TOPpCRFFITC INFORIMUMN 15 THE RESULT Or AM ACTUAL INSTRUMENT i 0 F- DE U SALNLTRMAW �. iY pPW ACROSS B"g W SURVEY PERFORMED BY WILLIAMS y $PARgGES LL INROULH MARCH]D1fi SOME 1 5 N n ' v Ap4pOYF0 EOMAL BAIL NI C,v INE y4VN011 TOPOCRAPNIC ORMAnON SNDWN ON ABUT"C LOTS HA$BEEN DI FROM �/ c RA4 YC tii 4 A 0.1 AAL.ANIRCV nONSIC CSHONX ARE MFFREACEO 10 IF NOR.MOREAN DATA DF 1988 O O 0 L Act F ` (INVIMB). ^ O \ - •• •3•urX'4Uu •~ ••le 3 µ ART LNVSLATICESA,EPAW SHOWN ACS LUC,TROY V FOE Me RESULT Or JS LAYS ON I'Ll ACTUAL MAIN A N5XEE III 0... 0 OTHER PLANS OF RECORD NO RCPRESCNIAIION CA BURRANRE IS MADE AS E TO W \0 W 13 41ENLUx 5@EEKIL ORAMIL > �• m J ,n Uup15NPR[C[MAN THE CONSIDERED ACCURACY ATURT THE LOCATION Or ME SUBSURFACE UTItInEs 4N0 SNOULO W w SP[ML➢WALS_ 5 GRAVE. AMPMUAREO EMnL A,_COED,ONAL B V \ N•mN11rPe.-T EMn PRECAST CONCRETE D N:MnLn,[s AND BE LERrNEO w•«[CRACKS B.THE CONTRACTOR PRIOR r0 M[START Dr W O to m m PRECAST CATCH BASIN PRECAST CATCH BASIIJ OIFFER Mou"THOSE srowA"ON ME I'"NT'HIM REPRESENTATIVElu Me i"warosm°vCST I I � � DRAIN MANHOLE DETAIL BEmc CDTRLLRD AS wIENTED N tNDEo SAIIA�) DETAIL , ..T s MALE) DURING MYRNMOID 5HOU1n A In"rMCr Mr.BErWEUK EFISTINC 1 1111 AND Z FACT iO SCALE) x PRO NEED WOPX THE CONTRACTOR EAMI NOIIM1 THE ORMI REVMEENTAOVE IN WMDMC � Z �y SINGLE CRATE FSA PESOWIWN OF THE CONFUCT •V V SLOPED GRAMME LURE a 0 S SPECIFIM 5 COVIRASIOR TO CALL pLYFE PR,DR TO WNS:ANCTFOR BI r. H- AS LL MIN. $J'i SLOPE B THE PROPOSE OM WATER CONNECTOR SIZE,TAPE Y LOCATION ME TO&NOGNLD IN ,J N IT CIA SEEMED 51TL PIPE.PULLED MIX 4.R[vFK ACCORDANCE M NB OUR OW UNIFORM STATE LUVd"C TOM 0 � C 11 AAMNA[acee I P M.FRAME A CM MUFE INDIANPr ACTED CLOBAT F Y MTTe 4 WRb W...EWAI All AT 00 T'0y KE SHALL BE RUST )• IA"ER Top COURSE } Me CONTRACTOR SAL'MERRY Al BUN➢IW 01MENSCxS AND M[XIFECTYGL Q m i A553PbM1.Fo u vPYRAUE a FREE AND PRIME COATED BOLLARD$TO BE SPECNIGi10xS PRIOR 0 Me STMT M CONSTIM. D 4 FxL41E0 Gv0[ w xrs PUKL COVERED MIH P0.YEl1"NE SLIP COVER. LAMER BINDER COURSE � O C � p FWu 4 -/CMOR TO BE WORDINAFEO ANTI OKNEfl B µL MOFOSEp ORYn PIPES ARE TO BF HOPE OR MPROVED COUrv4[NI UNLESS I". - pENESE LRAOED CRUSHED DTNEPWSE ErtCrn[C. ug1TAv qS M W 0 IF RAMS D yTAP 1 !V STONE y YMAY E0.SMpMl SP BE OCyGKD.1 4ECN.-I FNLINC@ =' -r ( —TO, �TO R[USd TO 4A✓3 ODURED CONCRETE BASE I0.WxEREVW TEMBLE.SEWERS PALL BE WD Ar A MWIMU4 0i IC PEA,«CPISCNIµLY,rRO4 dMR.."'O"TS 41N.C FLAT ITER A AB'CVCXrxt PROVIDE Aft"YL YDPf CONTRACTED AN•EFISPML ON WpPp$EO WAIEF uYX SHOIRO_O^K CONCDXY3 PRETENT A UIEM1it `TO B[ A Ar TRW BOLLARD. MAORADE SEPMATIDN CF IO FEET. 10 A WART vAA THE 5[WEA IAN MI BE UP.N A STRANTE n r ogCA.S•h 46FA 5VOO1X LdMLRCIE FlNISx RFMM AXp [LUVA7110.1 M [CROMY OF IF ENTER RUCaJU Ai LEASt IB MLIIES "Y NNW HE INVERT OF E RAN YAM.MNENMP SEWE16 MUST CROSS UNDER WARA Q i T«E SEWS„SHAEL PC LAID AT SUCH AN ELEVATOR THAT THE CROWN OF THE MYTH /iINrSM PAVEMENT CPAOE L(gn[y DRAW TE CURB, 15 AT tG4 0 C«6 RFLOW IF INVERT W 1HF WAI[R VNH [N IT IS P05y01£TO PrSEP SE[nOx�� S-0"pM1 m 'APE Me LAND SE D'.A PAR.NPLO'iCRFM IN TO FELT c1MERT SIDE.1 ME LRDSSNG ^ l JYJtJYJJYJTJI -FMIYI GL VAR I 1 MATERIAL VARIES THE MPUUNT C MR CFIRM IL WITH THE SµEV PUKK WORDS DEPARTMENT TO[HBUPF I WPoPE4 pOYES•C MO FIgC rL0W5 OgOR t0 PoIIUNNC PER4R. dNOEF CWRSE DRYµ ;2M. APPEREPE I} Vpury RWA CIWN IDGT.ONS MPn ARLF[LECIVRAL aNNS. Lm"SLY� V - `0!CONCRETE FOUNDATION TOP cWRX ) - _ USE SON.TUBE FOR. ] llE COXTRYIM IS RESPOMIBLE FCq ME PMOT[CIIDN CF ABUmHC PgOFMnES rg0y xr[LTIUNAIpp-cAICN VARrES Me TO IX P¢.A FER t0 ER PAL. SM IS l A NOpX J/B'OIA.VFLOEO x.IS a TnE F O. PERMERE MUF SINtL BE INSI4IED M ACGCR`iANG[W11N]90 CMR S. R ASL A[nON C a BxOA(D ECUM (ME MASSACxU5cT15 MARE BUROMC CDIX). V 'q\" -To-CIA.TOP,..IT.. NO CENTER BASE COURSE >' /' 5 PoA DRYS Me SHE WO.OR 5✓4L 1W0.1 WART ME CURAM'AVpiFAMS TAM NATKU TS - \\ MA PALSYEIMr-� MUSTRE STOVE AR 4V0 M "I'SEME MCMTE.N.LIDµ KCL55 BMY ZELACT rMIS - CJMPALTT➢ MATEUP SEE - m PAMENEw NC1T5 6,PREFECT TIN WRES CWEPACE UNOCR ME NPREV PREVENTION PLAIN GF.HEPN[R411 AND 1N[ a UNDISTURBED SOIL PgETpiU00N OF A STOR4WAlER PoLLUTION PREVEMIOH PUN. RA4EL Bay a B".MIN IF M POLYETHYLENE COVERED IT ALL D,. CONA.EMENI M,P"MFREIMP M,LW�IA.MHAu CONFORM 1D ME LATa,FDRTON "o a L•N •.w. A 0-THE MMML Or UMFORR TRAFFIC CAMIROL MA EL o N SF. SCREE"Nm GMAYET �e UN.,...ITA. BOLLARD 18 SIrC 10 COMPLY Ar.ADA ST.FAR. ACCESSIBLE CURB RAMPS EI Be FLAT THE a j z r DETAIL VERTICAL & SLOPED GRANITE CURB MAS5KRu3 5 ARc«Rc1L,Nx KCFSM.BOARD MAB)AND T„E AMER-CANS WRR ., 3a. PRECAST DOUBLE GRATE CATCH BASIN (NOT TO MALE) DETAIL OS.MBKRRs ACT(Aw)AcccssWLm cym¢N[s PIT M w (NOT TO SCALE) NOT TO EI MANHOLE CPILT TO CONCREYE COTAR L READ AWEII' >' p uAxrwLE FRAME AND e' a ERlsnxc G pU gM sugrAl<DR o COVER AS SPECULD nNOTED TRAM ~ € (u2 H. LORD M P.,.LOT � � PLAN W & V BRICK FOR GRADE U - y� 9 E y MUUSIMEM y1 N 3 i 3 PM T TRANNnON SLOCUM BRICK SHELF WALL OF MANHOLE �/�11 `u —Pq BMREL SE5. wITX SLOPE 1�F1 N PA H u m o Ta m RECAST IDP 5Ia8 m,m c E { R EEEVAtgN SnME AM m TC •ry B Let B a CROWN OE nIGHES 8E n 9 f RVBBER"0'-RING CJSN ET v u O CI CI CR PREFORMED FLEXIBLE - - • qS l q - i T A-0'UNLESS OIHEiM.MSE-M �� JOINT SC�U"T 1 SPLCIFEp -- LNALL OF µgNNOLE m � I 1 �O 6 TO MP'CdTCO OM CWMNGS ( . • �. _ En FnB .He.RUNES �-YMITI or 1'dd'f,5' BRICK OR CONCR-I' dLL. (PO.WROPYLFNC COATED 5_CF.) OR fi LUNIONS AS REOUIREL TIRE -PIP[ -- Q v1'R' B'MINIMUM '1 F S" MINIMUM „ _ SCE P'PF IMMECMCN BNCNS ON P � aIiSR Z'_^-a IRpµh.1.,.FESSx GIRT ..\�. �CETALs IXIs sxEET •3a 0 CEIL TOM ACRO)MANHOLI `•' a '?P�v yININUM u1 •v •..A }•MINIMUM SCREENED R.y Q2'=�ycLJA A. / GRAVEL BASE ny._r: O I-,I ONOP A'.A.w.xKr3S TO M BRICK P CIENL APPLIES TO PROF CONEETIONL AS pRICN ON E➢CC Cn=a M2sr1.C5 WELL AS CONVENTIONAL 'NDISTURDED EARTH RTICRNCSS Dr 81 S4B �p SEC HEN e-B STMU,No,Be 1.TAN SEAL TKE ARMHOLE BARRa 12'ARAI SE"Or.WALL OR TOP SUB •� MLREENCD GRAVEL WHICHEVER IS GREATER. , IDMURBED CARM BNCR ON CC.MErE NI1 SEc� � PRECAST SEWER MANHOLE DETAIL MASTED CRAVE uNPAVED (ARID "MIFFEDeRADE� DATE FE9RUARY 17,20I7 uj m E.SrWG CENTER x �NL£E o A B w O L nA0 w6-94E wRRML i A'-o -6" s EAw ONY CAS: IRON DO IP"w GRADE COYFA ANU rRAllf Z_ E3'-0" 5' — CGMupN nLt 4PrhiVl c'-a'v<'-O' -O' .-6' s' VENT to RUC+ N w cpuwox n unTERIAL 6 ovrsur 6' '-0" 5'-0^ 5' W � Z^ COMMON NLL MP'f RIALr WPflNIN4 TAPE '_O' J_6' 1. -O^ 6' 0 �• V' �� U W ❑ \ y- 6. 5A_D.A s_G1 6A_D!z' As eEap �.)— bJ Z LU G' EEDI£XTLE FAeq'c 6'-D' a'-D' a-s' v' ` W 6CasmEU nRnKL PinCEu Aulusr (rvp) + + 8'-0" ]'-0' 2'-6" 9 wnTER BIDSrue9FC SCES AND at"Do Or 2 / / M'NMUM$FC B-0 $'-0 1-0" 9 J I V1 W J/B'TO f/i •l' 'VLP / W w O WA'YIEJ LMV[l J/// a/ " 8 Mc CLFARARAI — W SCRc[HCTJ GRAK4 ❑ G: ^ NOTES .. PTO. 90rI-P t0 SEW[R u O N V A•PLATE CDRR 10. S r. CONCRETE- 4,000 PSI MINIMUM AFTER 28 DARTS V HE TRENCH. SEE NOTE 1 (HOLE EACWL UP) 2 MANHOLE CRDN SAFE CIFICAIIONS CONFORM TO LATEST � O O Z ca £ SEwEq OR pgNN \ ASTM C478 SPEC FOR 'PRECAST REINFORCED - Q� O C unGlsrugeEO FMm uxwsnRBEO GRrH CONCRETE MANHOLE SECDONS' M NOTE 1 BELOW N JA 8"uIN SCREEN[0 6MUM HE ONO 3 DELI RE9N SECTION 1I CONFORMS LD LATER' �. BELOW WTyOE GAUUER OF PIPE NOTE. SEr P�MEN HER PgOPOELD LOGrprv, ISTM CAt3 SPEC - $ICPS� W O W - - EOR APES OTHER MAN 1.BELT_CGD COMMON Flu MAIL.1 US29[iLu ` ca J A SiFF1 REINFORCED COPOLYMER POLYPROPYLENE PLASTIC P m' / M Mm-CIAMErea of.11 w Tt.eor_ IGP OF PwC 'JNDERDRAIN STEP CONFORMS to HTEST ASTM C47a SPEC SHEA '1 GAS TRAP C N M I Fri TRENCH DETAIL FOR DETAIL 5. PINE ACT SUPPLIED - DETAIL I W GRAVITY PIPE (Nor:o suLn 6 CONE SECTION AVAL-I IN r_o"El,1,11 � (NoT :0 SCALE) N N (NOT TO SCALE) ]. FOR INLETS LARGER THAN TO-THE DESIGN AND DIMENSION III WILL 9E OETERMWED FOR EACH PPRPLUWt CASE. SECPON NEW Z I� LO FRRA FABRIC A$SELDFIED CL r _J 0 Q m OF i SD'vDx SPACING BETWEEN �{ w P p EXPANSION JOWT$ I GLITTER SLOPE YEA5uRf0ALL S-0 ALONG FACE 0'MI$ TI COHCg�jjTE W... H I 'I CURME� •'RAMP LENGTHF.. RAMP VFL ENTRANCE � °T F•FORREF DRAINAGE L i ONTgOI JOINI (SAw CUI 1-IN OEPix) RCPERENCE INT CROSSWALX µ/Y EXPAHSIOry JOINT REOUIREc wxEN -w00)PosT $IDEWALN4M PBWS RILIO INT RE UIREOTIELCHAWRAMP OPCNING ABI THER BTAu - �FIIIER[A9R'C A5 BEE`JiTED GRA$s Oa A CAFFIN'SETON rrACE Or MAWxw.CORLE T.RE OUILOIHO ETC CI1LTIGN CURB TLF /2'PREMED.AIN: LETTER W/JGINT SJ1ER �r0 VUtIES SE[ PTI.N RAP 6.6-wA.wA AWCROR FABRIC WITH N c gi055 SLOP[2x MAX �12 MIN. TO I.S.SURFACE) 501E TnµP R<LNT1L CONSTRUCTION IOLERANCE E05A$ F114A - ADA SIpEWAR ID CONBNVE ACROSS F E - - _ _J_ ryp EXISTING fROVNO SURFACE DIRECTION OF fLGM PROPOSED pNIVEWgY CNLflPNLfS —6'GRnM1 WgROW(TYPE B) WHERE EXISTING GRADES ALLOW - - - COMPACTED SUBORADE �'M°" WHEELCHAIR RAMP SINGLE trW ""Y`"B°"°D" DIRECTION WITH LEVEL �S�RE r0 mENCN - W �WR.0POSTS ENTRANCE _ _of B'-O'Oc MAX. DETAIL a -_ (NOT TO BEFALL) -O- cRDss SLWE 2x `FINSH GRADE SLTFENCE DETAIL o V Mm w , (NOT r0 SCALE) ^,w �B"LMKL BORROW(7rPF IN CJMP"LICO SUBDRADf e LOGE OF SLAB O TO _PCI53955_•FCOEM H� `-.ON CE WERE 8 8 E BDM WI GP.0 BOTTOM S S 'LE'vEL RUNS a E w' O' m 6' SLOPE FINi DRAINAGE P;v. : ? �5 TB' 4,6w aGLL J Vy'LUNCPETE 45 SPECIFIED IFFrgIGTIT'W, Tb snw AA CUTONTROL arnNr(YAx vARmBLE s'RE oc. 11 (nLnN) smfwPLR a /N / N Ne EAP.nvice aaNT J JcT.cE WM fi.fi-wt+w. (2-MIN TO y / _ __ 1 .T- -ram— :(�.�:•-� FINISH suaT'PCE) as BARS Te' .. «p o P Ty - e'T:RAKL eDRRDx mPE DI ear wArs A : EZ EZ me �� 6'ca.caETE EIKE a RMAMwA. '-+ A� ETEP =]EUBORWI :0`Al.9Drt� Ary fc=A.000 cs RAMP REEERf NCE 5' A--� }i £^xi L9tlGLLY4tl• [.l ECL1+ TOP OF SLAB 5 MN T--� Nnrrc PRINT QEi'�=Pu T. SURFACE SHALL BE BROOM FINISH UNLESS OTHERWISE NOIEO. FIRST,SURFACE SHALL BE SLOPED FOR til�� LIMITS OF CEMENT CONCRB TE RAMP NOIFc, QI� a POSUNE EMERGE AND SHALL SLOPE AWAY FROM STRUCTURES. '.'+£c u'3� • CONSTRUCTION TOLERANCE -0.5'A 2 EXPANSION JOINTS BxALL NOT EYCCFJ 30 DEC AND SEMI BE PLACED OF ALL BUILDING ABUTMENTS. T fi COYPATTED WIF. SFAE INrs u ¢ m DMRw EELC AIR RAMP r I_ -III) B eJN:RCL JD sHi NDI ne0 s-M•Oc ufss EISE NOTED `' (ELL V) GRAVEL CASE COURSE DETAIL (10-10 SCALE) CONCRETE WALKWAY CONCRETE SLAB (DUMPSTER) , DETAIL DETAIL R (NOT TO SCALE) (NOT TO SCALE) -- - - 90% lyOI1VSI1Vli Vly110©BV SE ACCEPTABLE FILL MATERIALS:STORMTECH SC-740 CHAMBER SYSTEMS - DATE: fEBRUARY 17,IOI7 MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION/DENSITY V O IXASSIFICATIONS REQUIREMENT xx.eEww.a nuo.«.a+o. ronw, Ewi s,ewrcrawwevExn. xExr M. w..uuwor.Eruunav r¢�i oEAr` JS'O,D. U QI xo2 mwi wuum�inrw�g rsawo�wiiwrnrr tl wmErw.cxrs Z _ tl In 3 x„En�.E�xu.E rtaw� rxEA�xwd�5�o` w,.5„nl,�xES.an ,,.,,., K « ,rr ,� LuF. x um wux,ux. nvssn..a aExeirunm ve�raana OenONu W Dw_ U W p vt n.n054W.utx[d. AND IRON 'RATE \ Z nae,g....nx.u«tl„F�U.rn w.rsaU..w ea,.n,. ..,,...n Top o:' tlro,.,RN, �� A IRON CRATE LL H aE xr re ..�. rwa E o m•xl — vrcq.o mEn'n"e�'u�rwAwvE ' re memeu,dwrvuEwwawwinsmml ear.tursan b�°"e"Oj1ww"d PUN NEW - U-1 eww[a nean&rmr.nndrw• n�dwv,n rnrtxww2a0wwu.crtn w5l.-e..n�vww ],•san�ru.axEwnSwrt•eV �.OxE..Nve.n.. (1) '0' CIA I LLI =d eaisAwEdx xr rvms,rtewaaaorEsdra.¢wc'unweu.ti nruda.u5x u Ea.,r daml.mx revnuw,dE.uamwxw5 EuxE5xwrs�cw em xEnm uvumuw.e ura,nw E.wx+n¢E.w...sueE.vna�ulx„.5nore,a.4 xn..nwsr�wd ewwmnuowe..wI..sx«.ad:rwerm.w�.nudu LMP" SH2-E6.A �/KKOCKOJi 6-' -- 2'-R"-- ' (F00y1 V APART W O2 0R .f flISEA UQN OUZ2'_0- BARREL SECTION OSHEA ^ � j C > Lvac H ® 1 -A- "T g Co uj T00 ]'j 9"l IEW Z z N A EW I1 �er�"� xEEne w xx 5[CiON V, SECTOR vlEw � �rlm..nuw� rxorw� l n+nl sr nn...ny 'mmm n, mm - wx� NO,Ec SECTIONS OEN NO WEILXI O ,•�h` ' 1. WNLRETE,5.000 P51 MINIMUM MER].B DAYS. ,•-0'R4FR MC-MCRISRH IAO IXI 6 C „ NOTES: z'-L^ RISER uc-MDRzaRH J O 2. OESILNED FOR H-20 COMING. Y-0'RISER MC-Nf$' {60.N 1X Q m = 3 w np+.E ry[ic„ w 'tl mcmxn.rtnm�.�dtl 'n'rm,murtowxanzwnEnmrEcm,O�uaes 1 2'-0"RASE MC-I(([�m \I 0y � a'awwuw uww"�pEs�wxEnxxc¢xowc[amrssrumm-mww.wws,cErm SmunwuoEsexu nenwnrs,w camiartowut atew.nvnl[xmuancry Y-O' BARREL MC-MCR2aB5X 8 w F 3 `per Iwrtxre ruu!mrcwan w.Ewu.w.worewsruarx+,.de uacar.cndxtywErwnrw m.+d..an.Ewruun'r.aura. .1H' COVER ML-NC83RLH 5 I I� o u.a•„n5 WM�mff EE�Ig1p5`„o"nw.�n.drtlnN,.d.� MANHOLE 30" OIA H-20 MINI CATCH BASIN STORMTECH SC-740 CROSS SECTION (NOT TO SCALE) r "xirv"cxow,E I ( 1 m«rs A� -r13 -w Ix D �o'-�' mwu.coca taus s"cRAx { - �1 7 M 11 0mT) o o�mRc,r�16M1Ex�[..W�Ec14x6� on WPPorcnn E � ]6'k 3.- -y oEWEa.,t xu WtEOIMsa,Wi arisen rH Twl IJ A,✓.ts 6. ` -T, Vmm IIL .mJ:P J I 3I �f ern ml �nnmml aril . ;pmm I 4t1'CM VFII 5',Y4ni I FlAR vi✓ ucam15 m el m �.0Sl m�6�ursxe"ve AMiwxrtwrmvau�Mdwrd. s awvu.E,ew MfIMGI �,i wsrawewmouc;�w•�u� A —B o` J�x69EtL s�r5 wwlx."'A M _.nEsm roR R-ic IOAanfc.use Awiue�E lu -a EOAnxc wn„s-wuL 8 3 STORMTECH SC-74O INSERTA TEE SEDIMENT AND OIL SEPARATOR (um TO suL[) y ,oxcx.xo I..awr scN.EJ WTN m,m Aesm. DETAIL � S v $ e t;F� P b' A 2 _6 IS s A o c sox«rstl.c - rx Tl/�,Exn.,c to Cn fiN m [I,I\�IINT�j[I/AITI,'T/`, SIM SEAL cwacrto,wwxw.ra,wnn CONNECTION OETML MIO� 4` mEiefTnn INSPECTION PORT (NOT TO SCALE) � RIVER ROCK OW HOUSES &RETAIL i; r _ Grading Enlargement-See LI 3 PaaEcra�ooReas /�/ 1 G \ m•m» a m<w,u aee n»n 70-92 1/2 BOSTON 5 &13 GOODHUE ST. .bMal<uWmm ime<on<..m. \ SALEM,MA / �� I \ ,wvee wd w+rcw, 'cuEH] \ •, sa ws lmm �+ sn.e•,mPe MW' \ 3 LAR PROPERTIES, i j LLC f<m<�pa InE<Y0.�- •+e sA�rsR@rl,Mdn Ea . m. .__- ay � aRennecr �Q"°"'°"m "°ma, � `% '°°'°dy`d"`.m me.•IL"'r •Ib<m<,•w KHALSA DESIGN INC. � i v �� V. wlm.aeed M•mxo.,n _ wwmm, a p wha eaa..f or W6le aPrvu _ WNery medp7 •npi nd,walt - e'<mc wrlK�s� �� .- _ r m 1 ~ r T\••<mc PwF<M l k-k q ur- • °m mm - aov .kkkudlN,M1�. iW 1fWN 1 I_ ' r N mlde Irw ` L Mt '•__ iae•ax an -/ I AIVAL065TEEi w11TEIW SOMEIIVILE M1N 031<3 \ \ titt�-- alien[cn.pepvmm[sd Lam'\. �� roml9m•» e wxna n<�.emllm mP,-' "'""°i°Oee ef`"°°' �� eoasuLruns: N»�r.<rm.»mermmy C, .amae,ml.,a„mw.rvP L T —Grading Enlargemen[-See LI.3 f "'"","m°u'L''`xiv�° �Atl � ` yy}pING W'W I��ry00R _ � �•" w�� ..,. 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LAIR PROPERTIES, r1 ramtlaw loa+w.eJ - LLC r (.r�e4as.a�.tl.aA rs•mEe _ aa....�.wr,a.e- b. KHALS nwm.ag..e.,,..nywrpn„ w i coguEporuw.r- � er xw.e..E.n Le KHALSA DESIGN INC. WrM fiLrhbac m+wwry .mum— �Il�Vlr�I�rxkrwre'gnvi.,V a'OOeee /�— mrvwuV eeRm .mneMraeMy ka E �` hew wymaan � I mw.ha wk�.ea walhgamrne wvenun[ar flm bL —�-- ee'"w`^•wb'be _ rtn �i1 FrWlpm Ehe ren r.].mmbhw TVA orryF^'ea .aai wa^.w'a,e wr nva>pnm em. lI Ve1,Ituly wrzem dtlI b hmrii,jGene pamm ]J PeJevlan xalkxap Doll bervminA MVL a�rNlraa.uxh rover arw be witlnrram.arter bwtl W /INACTION (13 COBBLEIn -PAI-0VING APRON-SECTIONS AND PLAN _ _ _RAVEL KHALSA CONCRETE UNIT PAVERS ON GRAVEL BASE-SECTION -- I 6 sZREi=I'A� ' nlvAsoo sTaEET wITEwo -�rru.a..mYmMz..c vevwuu+w VVNe •a 90MER gI -...m �mhae.mn,.o...e.m". Ir,lr.x•am,d,m ama�r 1—..a.E a.,.1.,e.,. .'A,."1,,,.,e.',. _ '"^ a wvm b srgnen. COMULTMn: Mo+,wr awA.w+rnw � ra+n..vV.V+uPu&m w.'nmv.nT / rt9NrW MROA me...� ..�� m:r'•r.�-=.�'.d / -�nm.aa.aalama w.a'arn wmureumnsr �,w.. � --ww'�n^mow `. wee..... /.a4mn,mw.em,m.r<eWwr Pn„ '.e,e�iwxrva�i swxumcrufi _ _L � edun senlN M4 t'min.mWWr filp �•.� w-..w... m. µ.e^n'"'�-d•-- 7 /I —'-��«n�.,a.e.�..mPgw � �ma.r..apw..ee.agmwi wee..e VERDANT w+n r evr�...ywart \I� panetl wbgnae urNru(ucxirtcwp[ w _ _.®..ow� _ "'^•^"m"e CONC.ADA DETECTABLE WARNING UNITS SECTION ae., L ie w..o.m.,.. 5 SCALE:I'=.1 • 4 Ygr / /� m W eM � eW-ft�� I 1. a —� lefxwvbn pNo lO'A'ocGM wxY.an t.,wrNmPlan. REW9 TI H w d� 1 Yore p^n v il,wm en hYVn Nan .. _ U 1.TetlM eelV WM'V aII MrM1 ..mom CONCRETE SCORE JOINT-SECTION '.ANITE STEPS.S RISERS.WITH HANDRAILS-SECTION SO:7A=Trfir ` CONCRETE EXPANSION JOINT-SECTION 3 I iaEviaous SLUE Id2'=YA' panarn. ...eyv seam .r wa.. o w• .m....,.,m..w m 6-CONCRETE PAVEMENT-SECTION - Landscape {' Details _T . .�_ LD1 2RMLNER_Q PARKRyc-SECTION CIP CONG WALL WI FORM LINER C�MAIN ENTRY-SECTION 4"CONCRETE PAVEMENT-SECTION =I^o _ `— FIVER ROCI(NESIpFNCES F;C CT MME w.e.P..e..,Ia..fegEt wrg.am w.ra IA.a,,.,imrll^,.9e RIVER ROCK IwA See MonuSeiM,p,cAnom•bpwl(rytlmrt Com,rKn.l Ynln¢ .s..Am.m.r p,evNrbmN,.a wrtw..N. nyl.wln rnea�ll RESIDENCES, TOWNHOUSES &RETAIL .. - 1-I14' Mm,ye nil ryp PRWUTM.M povrw.la se 70-92 1/2 BOSTON ST &13 GOODHUE ST. e q.la�o9+m SALEM.MA �._ •_ .° «gyp I_ `—T •a .,..r."r",«.. ml...e. ='rlim'$`r'"r,e: LAR PROPERTIES, LLC KHALSA DESIGN INC. 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KHALSA c '"�`�""�•''��_ nrvugY srnEersurte ao\ w nr } Sq.E,NILLE.w,02143 LLNBYLTAx18' '•� �m mMae®s __ vwx�]xaaartNt .� 4 � ,nwew.McmeeMe _ Y�.I ;� w0i•w m V VERDANT 6'BENCH SCN E MS 6 SHRUB PLANTING-SECTION AND PLAN Zr lam � nESlaraAnox m�—pwb- - W m Y.�wln-m%mum.mn A% no•Wxm..wiaxw.eF Wpm Nrixm wa my r."a"m" bsmwr e•'bY.v"O"o Luww xfV1810xS Pet waste station shall be"Depot 006" 5 \_EVERGREEN TREE PLANTING_SECTION a ,N.,w•®�m,s-,,, ^•w^•=�•�••"^^d"^^�a ^"+ '^ m,a,�.•„ and is available from 3M5 DogWasmDepoccom 2 1 BIKE E.RACK PET WASTE STATION - — T yoi]z U 1.- �T nu ,7 .� • stcrlox nEVA11GN a �� M � � LD3 DECIDUOUS TREE PLANTING-SECTION WOOD GUARDRAIL-ELEVATION+SECTION GROUNDCOVER PLANTING-SECTION AND PLAN q 1 E 7 SCALE NTS — — — — \� �) SUE I'=I'-0'- -- — - — — mvmxoat-smeuc[s 3 vmwscrxAxs ' I' raxw ecr�s�mlwa� ono II RIVER ROCK RESIDENCES- I'I TOWNHOUSES 72$2 sosroN sr. �niu'mml. SALEMr NA �\ o © w 1 c it�s4 1PoRCAIR¢ i ¢ . I CU w ' LAIR PROPERTIES, � I r¢vry! I LLC ,w,ems. 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BUNK WALL STOOD FANS FORMER LEM TO ROOF SMALL BE hA 0 V-O[. PA LLC L e - • 1 y / f A. ft(047RACTOR [N15FR[TILT.(ARE STILL.0 IAXfN SO TREAT ALL FLOOR TRAINING AVNOS ALL 4— A f S, A A NO TURKS,FIE-WEEP TO ARINLfCTIIRAL AM M!O AAcHC NVr xv e r N I„0- I + m e v AL INAWATS FOR ADDITIONAL NL MfONAMAL ur r • n •�n,m w n Irv�+y�n nr+ �'� v•'w n KHALSA DESIGN INC. S. BAC R VApE ARE SNOWN FOR REFERENCE MY AM MAY NOT REFLECT WYE COMBAT BASeEAOOA —A Aa/au COMi MCR SWRI.O REFER 10 ARCLITUTARAL DRAW DS FOR It=PLAIDS,WALE LOTR AM,,Ell. A,I+ a r ay A} ,ilk a r `• �,' • 'v�e E RSIALLAntw OF ANSTS AM HISSES CHIT BE N SIMI ACCORDANCE W11R ERECTION RAM PROVOED I Wool)MEMBER SCHEDULE-ROOF mer merpL � By INWA[1WfR 7 1H STAR"O IM MOf 5 ME A(MEVED IWIR TIE DEC'5*ULLM ACLLfMp 10 MAb BEAM SRC ENMNI ` e.. +� s3 •y CRITERIA PROBE H TK SIROCT RAIL DRAVINLS. F} iNl w �MNL SNA 10 i9 Y n w •�Y�w n v alrm w n m 1 Lv arm w ' n m .�w n nni xu¢R 0 I!1-ROLAHS SMARVALtS.SMARWALLS AR TO BE(OMIRRHO]ROM IM FLOOR AS A RI... 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RATE IEOYI AT iW N WALLS MAY VARY.RfFR ICE A9[Vi[SIWp OUWMd f0R E{EVAT015. f 04 hD ne a p.pL u e� a ee Ge e WALL V WYIO yCC AM WINNER O ROWS SR[H0 ON TM SCMNRF g1AMMG Llpt BE NS1AlEF0 �runrc'u.�r�wnFu:sna� 4 1]I-1 DA'.TI]T R CMIwLTA51N a} Ye 5• ge Fe (CMIWAENHY VRN ME FRRIIM ew GRll— ..IN 01.A,A AAr 444 1L �£' FFAA* TRADER 0.i[XiEPIOI WAIL W[NtlO BELOW RpO1 10 IYPttAI EXIEAgR Slrvvmral Engineers yA{l WFNN4 FRAMNL dl BIpO TES.Nun A CH R, ALL PAIM4 AT M-O( NNO R..-'MA OIRAI YET A]0 99901p1 IT MR-WILT iMIWG MY BE ONE NTM TRUSSES AT 51KRAL CONTRACTOR INDUCTION "I ETU 99191rI u REFER TO ORAWMGS AM FM ROOF TROSS ELEVATIONS V. IA O RYvmO EL V. R.WRITES REST INI N DRESS WHO OIMRAW.W UNCILLE HM SME1 11, OMNSOS AIR EINAH NS SH1WN RAVE BEEN PROVIDED BY INC AAIMRR ALI INFORMATION MST BE WAFTED WITH TM LATEST SET O ARCNRCRAAI CRIAWASS.MAO ANY(TROUTS 0R NS(AERNCES TO THE ATTENlp N HE ARMRLI PRIM 10 SOP DEALING PAEPARAIAN OR CNTSIMTp1.WHO TO AMNlfnmp IFAM1p5 FORA ABNORMALmEMWS ANDn(vAlI0N1 NOT OREM 16. 1 }INDICATES EDO SLOPE SE ARMETORAL CRIME FEE TEND PITY L >mVti✓ 1.14.Of �n Nv+T REV18M]N9 A. Mwpm N JHM J N Townhouses- Roof Framing S-102 , � R RNERNOCNFE3IOENCE& Y TfYrYNH0115E5 3[ PROJECT MINE FDA GRADE Ba DEFORMEDREWIRING BARS EhVE) I DRILLED—IN AND EPDXY DOWEL TOP OF WALL & AL nau E r N to N°Bt^°SOVIET r RIVER ROCK '01ANAL +s As SMITH! Sm TENSION pcvnoRH LENGTH (top It.B ) AND uR SOME L s naP(Los, B) EMBEDMENT SCHEDULE dd RESIDENCES- R[nd[IB WE GB[laexl delx ABIAsi I,.••ME MOVAt WIxn IAYAnI NBAR 1 TOWNHOUSES (0�1[LMfl.A.n F LG[nn LMR YtY k MOVE NVD - F fMRll IMn vile F (a[nA fNt4 d.d F. MP W ..15 n Ifn I( 1 IDAASJ..tI F. 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PROTECT NAME [PIS] yr FAA.ASCII FMu - %- RIVER ROCK UT a ASiM iK5\ Vr IRA,ASTF FL51 (MA0. ld AMXX)VBDAL V ab sAo wul IFAIE 36 AYIpA 80.) ).d srLO NAu WALf T\.W1EM BOLT _ ARM CARS Vr VT a. AT 3r I XAx VI —)N VIA RESIDENCES- AT 3r U FAX.W) Al Tr IL PEAK NI 14F.S�YfRT WTI(WINK BOLT I EXP r40)Y n tl'REV EASED CRT r 5 tl-0 p , FEAT d W FM EWER MEAN pXBED-I UTI AAB AWA- it.31-N Ilr IIb rA.CART TOWNHOUSES r FI 3T-A IT r E.3r-1 Vr _ CVV YE PLW IR a i 0 YAB \1 RAN VAN EL 3Y-tl IT N.CRT (l J}-5 VT [X1IRgN ¢ PROJECT AppflE55 1 10 SLAB IA AAB 1 TO 8\0 6P b GAAOFS -M10P f- 6.L'A1 F( 3Y g @" it,jr-S yr eL it-f w '�- �y [Pp51 - F - 10.AAB ifb `t r• II' /L-FIL HVSIUN SI. rtelr fl.vAABs V.w r. tl6 TA A� SALEM.MA iW 6 n - 41V ]� N.Vf. . ' - __ .. APOIT BARKER T I.W 1=T P Ft YAAES VAPOR BARRIER } VAPOR BARREN 30Y❑ _ NIF.A170 ,III 7LATR N ROM"VEf rIOMT WEf,— -VAPOR B\RPEP R° y- WHERE MOORED WKRt REGVR(O I INS vAPOA BARKER I' p r. ,. 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W HAMP 1)R MUMS M WC"is AT r - M ALL MPINS.131-w s iT BE w BOTH EMC I IEELH P[N[1RAIAM IN fAA1MG E 1 TT M LE ATE MAA5 AI V•B.[ FOR WEEKS W'M SPEAIfR Z. MU1RAMl5 Mf L9ROfffi W SW 131,Am a w was AT \ O"of OR MIN SINS 3 LINE Btt19N p nr E PEPPCOCMAR TO FLOP HMESfS&m TEISRS. Y S Too ROW M 4. nYM000 A OS ARE SlAOROV. g — »Ls WHERETownhouses- s9vspttrtcr swsp 4bRC 4 R[ouutL ECOUPN[AP SEARS W000 Ia"EAP MKS N�POST ~ Typical Details ood BLOW REMI M9MR IAkl 41 uv' L,v1' jJly , A,.. n RES.so WAWM U PEES,ip COAMM END POST DETAIL AT LVL BEAM END BEARING DETAIL AT LVL END BEARING DETAIL AT LVL MULTIPLE LVL NAILING DETAIL S-800 SCALE.NO SINCE SCALE.NO SGLf 3 SCALE AT SCALE F PNER ROCK RESIOENCE4 g TCWNWUSES F J vxD.lecr xAME N MD WALL Sp N RIVER ROCK MasR 'Elr CM AT 1E LOT RESIDENCES- AS POTTOI MOR)R rtnooE nrxola TIIIII III REw SNfARIPD xARR EM —N®xrMx / ,RE MR Wr MT& TOWNHOUSES IIl- fltlM v. MfARIMb� 101E f 51EAlltlry 1.01.0 RON _ `� � RES PPOJECi A00RE8S �I 72-82 BOSTON ST. UP Or , - SALEM,MA NNEI AS 11 �% Mu[ IRE RAIL S[f RAW CLIENT (NEWS r.NM.PlAMD WALL LAR PROPERTIES, PNF-NANAA[lOAFO ML-IOMPA[iLOFE PM.NAMIiA(TWFo— FIPW 1ROSSLS AT M'OL FLOOR RARE At M'LEE. HOOR TROSYS At N'0E LLC WA E%RPW h NAND WALL JJ W B[A91L WALL "OK WmF 10 NLP Inm gPHALS wul nrvl t _ _ u 1 mm.NEKIwP NON-BEARING WALL - TRUSS PERPENDICULAR KHALSA DESIGNING. �1 SECTION 2 SECTION S-IOO dE S-1 O1 SALE:M1Y-C' SECTION SECTION S-10D & S-101 KALE 1I4'r-O' S-100$ S-101-'cam 1 ME II4-:T4. 10 PALL.3141t-0' 'Ir CLIP Al to W[ Ef SEEM Ex0A0 OR IRE NAIL Wt 121-wO b-MB N EMX 1301.11E NAPS IM OF RAZE f1D O BOTTOM i81A1 I1YPttxl1 � 51LAWALL IN[iFR iE P1AN1 = DR AO IIYP.I OMAR'MIKE 1391-14E MS MO9�h8 17NPLg09TREETSURE dEE M NIXPW FOUALLr SPA[[E BLIXMW IT WEE 90MBWIl1E.AN .1 BEIMEAPT ISE ITYPI[.LLI nIAKWUL ANTIK wrw.elwl IP[fEA 10 SCFFL18L1 , 1 h 1119-BFAAL'L NRII CONLDSTEIN a - OOLOSTdIN-MILANO ur �BMMAPY xuW Slmavrx Engineers IHAO-EOWN AKNEPS—� SKAWAIL AWINAL ht— (MR to 30MAEI 125 Mrio SOee1 WHERE IXELP STDS NON-BEARING WALL - TRUSS PARALLEL Pe.1.,MA 01887 ARARWALL NO SEALE 18L870 999E IPI M0.AE KI AKNdK IPI-0]69919 H1 WERE IXE TYPICAL CORNER WALL FRAMING DETAIL MT, EACKKK AND MLML MEMO MR NIEPSATREL valNv x. -.. WARLVIS SILAWALL SHAMNS AM IIM:1•. TYPICAL WALL INTERSECTION FRAMING DETAIL w5 ME MOEAM Ir WAKE SEE PLAN TMPmt _ 'REGISTRATION 'NL DETAIL MS-300 TH 2nE F— ______,__ NL �K W fi' POSEF 91 ft SERF no NORTLS SRPSOx R. WALL IYo AT WEAK WEND L•. • ' •5 ELEVATION WARR"f°00 p WAR LAN PALE ur=r-c A '-MATES PoSI IS-"h6 RE W '1l'-WAVES M[AIXAN&AN$E[PLAN FOR 54F ad k4{ 8 Townhouses- Typical Wood Details II S-301 RNEA POGN MFSIEENCES B 1LWNNp1EM @ MIR Af RAU ,OP a KATE PROJECT NAME AJAR OFF �- 1 RIVER ROCK g RESIDENCES- TOWNHOUSES d: Bf e= t PROJ6CTAOORESS ' g 72-82 BOSTON ST. 4 SALEM.MA -MON3N31 1`— — vIXT(51A;' Cuexr _ SIMP,TPHAL 10 0 RAZE —— —�— EACH SIM 0 WALL ,O OF PLATE -- — fA[n SWf 0 WALL LAR PROPERTIES, I MYD 3 .— -*� - _ LEVEL 3 — pN .. . .s LLC S AfMMI t s Li I � M a KHALSA DESIGN INC. an STRAP TYPICAL I —AP3PN ISINtt TO OF"If A, TOP PLATE _ DICK ME 0 WALL LEVEL I �� P-'= LEVEL] +�' �-- ST RIP KHALSA £ EACH SIDE 0 WALL A, gg t]NALORVI BEET SURE 400 9pMEflV{LLE,MA o31<3 —T C _9 :: -1 R UATA ame GOLDSTEIN-Ail"NO ur '� _yp(IX[Sµay -5py5O11 lSIW6 Slmemnl Eai, a,a IL11\� STRAP.TYPEAL STRAP IYISAI 70 OF RATE Al _ �+ -nN,..- EACH AR OF WALL TOP OFFOF123 Main SLreel RATE All EACH SON WALE H121 MaA.MA 0I867 _ IL 1 e - LEVEL I ems, ]BI L109990 _ z ]AI-LP0 I1p1 .993 LL r- (BRAD ETHICALEACH END SR G dd3R3tt -F({DAOF110.SQ WO OF o0. i SOf. g � AMOMF FOR WE —Fammank ME Kim IKA� ,O 0 an AT TOM 0 SIM At MMM LEVEL p0N TO TYPICAL OWNO LEVEL REf[R 10 blEAl WEAR WALL ANCHORAGE SWARVALt AMMWO MA0.WKl LVIEVEN DIFFER 10 KA --- OfTAE A/S-M) SHEARWAII LENGTH INVER TO PLANT BETA[AISM) TYPICAL SHEARWALL ELEVATION(PARALLEL TO FLOOR FRAMING) TYPICAL SHEARWALL ELEVATION(PERPENDICULAR TO FLOOR FRAMING) M SCALE MU STALE MCI, .EOI6TRATNdx i REFER 10 M]AL 1M WEI FIX MAR WALL IIEORHATEN. S IN6 yp][AWA TO AL WALL 5-NI EO] R FU [WMI Wl{ fAAgG LS AXp IYP4At WAIT NIERS[[14W fIUIM4 L'FIAR Al SMAAWALLS Ina EWE WI F I 0 ff E(.1 ,D1 M 1 M 0 WALL M LIME a SHEAR AL SHEARWALL SCHEDULE ur ow Ran F65t �FA FW M MORW V skis 36 37E CLE SR S[WIAAE fO PLATE RMit A 3r B!. IMITO ffL PIO 4/W"MN FWFO IMSSA h6 ION WALL THIN SHFATWO IMMAt fAAOMfi OAIM PESSWF IAGI[0 AT NAL (HYxLMI REAM RAW TO SILL lMAD MEMBER DOWN WAR ,MNAMO RW15MT MLODWN � TO 0 LOERAI KN ETER WALL DAY) m^«� INN MAY IEYG LIFE HIE (CIA$PACK MTEONAVE FAS,EWIIS TO EMM I 5114 u 10 0.NF 6OT SIMi RYWWO oW SY M d" ff M b O d'O1. IA RN EOM WM NWd w+ L1 tR u alm L.R.Rlc,I KrwoaE w SIM Y s M Mad'a I],Pan WM WM lulrt n DETAIL RflRRYAJW LI FE LB M3E" I RYWWO 01E BY W IT0 rOC O in EON[ NONENW[ I�EW 5[AlF x.. IW.mWAm e G To IB ITI STRUT t KIM CIE SEE M 1" tY M M e d'CC IVL Ld DTRZ CFI ERS IN PAS w-SOS will Vr • d SW-1 l3 TO M SIM SIMI I KYW0o),M M IN, f ff M M 0 d'EL UI L6 IEHIE AME MW BONIDMT NALM 9M RY WING EMM L),O LI fi SMT I PLYM OM 50 M 6" Ir W M 0 Y OI. OIL Lfi NOW AYE EYE IO 0 P FRED MO TOM a RAU FYD WLMMIT 4 � _ __ IF IT ID LP 51M SIM I KTWOm OW SIM M 1" _ Ir M OR 0 A-OC OL U6 NOW NONE NEW s a 0 S G,O LI SAOSON STM6 WALLS - - - - - - I /- -h UMOW N&ORWG Y $ INC I Is TO ROOF 613T SUBMIT I RYWlM 011E SY AN r T M M 0 6'DL III L6 EYE III IWW / L I `AP EMI[�t R 10 23 SIM STPLEi RYW0o0 OW SH M r 7 A M 0 d"OI UL 66 INNS MW NOTE ��'—' a vi 1� L GS j LI TO a 21 SIM,I KYWM ONE SIDE 9d P p" M M 0 r OL OCT.BM NOW NOW M W OT,Ol ■ fi i0 ll Ur An PAR - AO,YRGE- 6Or VALE I KYWo00 OW Sff As AT p' NO M 0 6' . 04 66 R IfRW[0:6'I IBI 505 Vt'A IM t VY AIHO MOAF ION EK APlN W0 WE yR _ SV-1 LI TO ROOF II SAME I KYVO•D OE WM BB 6" ff M AS 0 d'01 M.Rrt EYE EYE WWE EMTEMR ERR AEH ' METE 1 LE TO L3 W r START I PLYWOOD DNL ME b r ff W M 6 AT D.: OF.Ed AOTh MM MAE WGS. fpf _HMDOWN EF— lt i0.¢ 613r SIM RTVOOO qE SIX M 1' U. W 10 0 1"oC RF M OIIRJ IIr OIA PA III BOB Evan III PLAN IN LOCATION a l Townhouses- I. _ IfN00=6" r — - -- M G u - - � - - � - - - � Typical Wood _I GYM R �_� fAp"0" Details III t ALL SPRAINS RYGTED ON WALL LOATONS AMVE SHALL BE NAMED TO TO AM BOTTOM KATES,HEADERS,AM BLIXMIW PER SCMO/LE. EFEO iR TTR(AL SHEEfRMAILLYPOAL SMARWAII AWNWAG[ L PGAIMG AM NAEEO AS SRlEEO ABOVE O THE IWYUM EEWFMENAS FIR SAAR,UAL PIIAPOSE BMMOAPY M1AW RETAIL AIS-Mi LVART Y REFER S-302 MtAl A/5-0i WUVW I1WiH tR,O MI L LEWTH @[R0.10 PLANS ; 3. RDER 10 TTPEAL WEAR WALL III IN AMTOWL 16M IM i A, ALI CAN SYo MAIIWG AT EXTENT WALL SNAIL BE PLACID OR TAIIRM SIDE. TYPICAL ELEVATION WITH DOOR OPENING TYPICAL ELEVATION WITH WINDOW OPENING RIVER ROCW NEswENCES R M VALE M VALE TOWNFADUSIS PROJELi NAME PLVWMO SXEATIM Kim WAY NE RIVER ROCK 20 SIM WAIL RESIDENCES- A..,XAMG[A- h6 SIM WALL SIPSON NAXG[R LAWIR LURE � LM IAA LEOLEA TOWNHOUSES L0.Y1.3.Y LEpG[R �ATGCNIT TO a5 ANff h tLE M SIM WALL WI rn m AEAM RUE.SEE A%x ATTA MALL WE IA w SIEAIMqL1WR 3 ANSI 9 ON MATS M SIM Aut L6 SIM VAILSILIO PROJECT MaRE69 RWS a Rd MAlS RYWOW ALEM RTWWO EASIER 14 RnOr®$f(.11MNi saL RAT[ nrVOEO f1EAIIPA AL PLATE nYWOm A(AIIN6 72-82 BOSTON ST. Ib ROW _ - HI FLOOR ___ _ -__ - - _ b3 FLOOR xl FLOpp SALEM,MA Af A-ONGS - - - fL i0'-A" SEE A-OWLS. - EL.IN S' EL LO'i" LI,41'-6' uexr Lan IAUN ENT FAUNIIµ�1y3ILAR PROPERTIES, / US we ms 1 `MANINS RNAS IR-AE PLAN T=IS -a[X"I 1W+S R LLC NNAAf I AL PLAN A[RAW AE KAN ME RAN �X�IROSS SKEW IRUSS RA3[ MANOR RATES%AIL J SKEW UNCEA AN X[AWRIII-tab to RATE III-Irt TOP PLATE EARI EAD SFF SEf RAN fRYSW POST h POST MCNTrtLT[ON't&A LEOfEA R CAR 1[ GP"C[R• SFF PIANenulm IO hS R.N KHALSA DESIGN INC.XRIE. SIW NAZI MI 131 I 13)AFTER TO ART NOS.IW RN ES a RN WS IEAWR-AE PIAN X.1lS —RARR�A[RAM SECTION ELEVATION a 1AOSf ' - $-ICO HALL YY,Y-P U d SECTION �SECTION J+ SECTION N \� 1aO SLALL v4•:r-P $-1 MALL 314 d74' S-10 SCALE WIT-f-C ANY ar Own) r LAP KHALSA fMPS I HANGER fR 3AI0 11 IVALOf)91REET 5111iE1W RANGE SIM%YYCIU$MATWG�' LfW6 MAYYA SXEA1N116 OMEeRVILLLEA 02143 a- f18'SW NNQR b6 SIM MALL RAFTER Aa9-SEE M(H � LMRII ME ft.1X IICONSULIANiB: -PVWM AUTINE IGOLDSTE_IN-MILANO ROf SIEAIMO (W hR LIMER SKEW��'IE SEE A-0WGS Slructur9l En REErs M BETWEEN G ATTACRO TO ILL IIYP) SIMa TO..FLOORSIM 8i RAFTER AWf�A" ROWS OFL120 NIAIS - - -`1 EL f0'-6' IIS MCIX A TIRE, SWNM HIS SN„R I R[atlIXN.MA pf36Y tE ItYPA QYPI ]BI-NI0 9990,P1 lX1MrpAY39111 _� RYWAM WITH— Lh=IS •L NEAn -WAR KB Ims CWI.FARM `4 WigSKEW FEET1 ME RAN SEC KAN SEE RAN 9WERL Y[KAN [AP'R46• IKSW iRF $KSW LEAST TR ARSINE 7k6 SiW VALI "MRFA DARES TOP ILL HAM.ME SCHEME TREATER POST EACH G[M fH0 Ad 4[RAN HAVEN PIYVap SXFAIWIG IN,SIW YALL ME FLAX SECTION O SECTION SECTION t ARE:3n•:rr $-ml AAu.Yv:r-I- 100 SCALE 34--Y-P IaWARE Witt WSEMICON Tro AT PLAIE FRO WUNG n MAW R ARx RAVEN In NO- TERM "AS0 raL BENT,ski L R E SM➢501 STRAP A SXIPSW SIM,It REYISOHS WAIT NSTARI Vn pawMls �YEL 3 H 0 RY MARK ff IA.SET RAN R� • SHWW LL TEXGM afifR 10%A10 OTYPICAL ROOF DORMER ELEVATION WITH WINDOW OPENING s-1ol NG�A�L Townhouses- g Typical Wood 3i Details IV E S-303 r - FNER ROCK RESWENCE& �. TlW/NHOUSE9 PROJECT NAME -• BLWN IN B[iu[fN RpOP SHEAINN4 B. IAG M BETWEEN ROOF NOTING EACH PARS llOPF-SD AMN Rm MME WE. AN H r RIVER ROCK SWPSOX M1SA nt TYP.F MEN- TIE PYP3 RESIDENCES- _ (Dxt FASCIA— [DNT FIBER TOWNHOUSES rPWf SM[AiHM1S �SMPSDN TWA N( '-ROOF LAN 11 -R06 AAfI@ SEE PLAN PROJECTAOORE55 E PIAN DULL mr Ap[ 71$Y tlU51 ON 51. PLYWOOD SHEATH MAWR-ME PLAN PLYWOOD SHEATM1w HEAR-SEE PLAN SALEM,MA NA CLIENT ME AA°X REPED NOTICE KIM sA�no 4XAIME y��R_ —BEAMLAR PROPERTIES, hA STW VAII IANSBl NAME' •—L6SllO WALL lRU1flZ \ ^L6 SIM PAIL LLC EMIT hW LEVNE [DNA. ED t 2.6 Ran.SCE A" ATTACHED 10 III m HATMK ATTACHED 10 13 1W[AMC BROWN CODE PEFRDNf— ROOF SLOPE-SFF ARC STIw WALL VI DI MWF-SfF SiW VAII YI 131 ROOT SHA1Rw- ARCMtrtR MY I1WSS OESN,HEP TO VRNY PLYWOW SIEAEIIW ffi RATEOIYY OS r ROWS W ad N45 ROWS DF 4E MAS E Y TR OR DOUBLE TW AIR 1rd PLAT[VI ID- SRiSOI TRIES PLATE r lib PLATE VI 111 lS�PSOX IO.SA� AOo RAN i PAfiFP KHALSA DESIGN INC, [XRD 6 BOUND-TI NALI MAX SIBAIWG WSW lAOOS RACN6 N 0 U,ED �Idtl NAIS 0 1T 0L PLYWOOD`MATM16 r RYVpW SIF.IING Irtl 0 PLYYaD WATIYG I PIYNDDD SMATIEIG 141 Ntl 0 Atl f!➢DAE'E[ 3r0 iLDpl Ad FM� _ r plpl - fL 60'1' F�l�dF9��f + IL w'.6' [DMI.FAS[u Ilb�llIIS�IILRN1 FASM— [Wt GYII-UdKF TWPGl[ RAW OPEN WEB MEN Y1°DL OPGWR 1R0SS M OPFM W[B M65RrvOOp SNFAIIMG� SD Pux SR RAx M HE1IXA Wq WTB TPUB$1LL SITE WALL MtR ME PGx HE KAM SMSDI NIII¢R SR 0.q SIMSq HAMRR- SEI AAH IT °°tRRR -�d3rW""` KHALSA IlfL4[N [WI hB t[WFAAO 16 A1TA(HED TO AIDE ATTACHED 101.ESIW MALL VI IA pGX SND WALI YI 131 ] WI AI HEAIXP-SFF ftAM .ROWS W Po NAIS. HEAR-Rtl MACS ROWS U VJ MATS 1l NALGO STREET BOliEA4 90MEMhl£.MA OiH] HEAVER s-Ill SECTION AL SECTION SECTION PLAN &s-m0y SECTION SCALE ,+r-P SGIL MA .311'r-0 R' cG"a•OFrl,LsuDuSTA^£x'I�reN": -"ANIA•N"O EAT $VRAwATC!EP 1:3 Muo SFIe ROJinp NA OI161 111 671 — 111-110.9939(FT mom ROOM N BEFWDH POOf SHEATHE ROW P.1FIR Ran-SQ MEN WSW MESA , 1E owl CONT.FARM rWKIWM SMATNLG , + vmwSvvdNAtS_ SW RIVER �-L6 vw"ALL -�•—M SEMI WALL I LMIINZAIM WAL i0 MSCOPE.0 AMi SLW�AA(1L ROPg Of RL,NALS RLf SHEA1N!BII RATE VI lilt J1PSq xLq AId OARS WI I1L SPPSW TRUS W1 XOOD BP AT 0(. 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P[fER r0 saun[wieK fM xWM[(N V'YHs L.-P•N TmPAw Lt '. -PROJECT AOOPFSB WSIMnox INlmMMOR. suciOx uxE. WMD ux[ rr xF \ NB _n _ E 72-82 BOSTON ST, uNn WLw¢D IRIME me BNFF .�� , WwTRRN, RTO)s sL0 - SALEM.MA ON o.x l m 16,NxnN ,Ieanz,Dc AT xDlnm sTw.JROPER DOORLE Ll1EHT n[N. " `�R.ww rs rw AER RIO Lpw[D Buu w.. 5Rw n[s AT W1Lxv LAR PROPERTIES, —a BRAN(IYP) ¢� iWsleuJ'P,W.mR E�'IENpP w4tiro'NVJAING FAP GN9.wr WODD E.L P[bYl1Ep To.1 =.NECTw0.UR nIXls.n[xor AuoWm ARER MAR LLC .YON RET.CJ.'f �X/IXMXPo�MmEY�BR� COR E.I MO REPRT •pk ERE Ml gt[FwW n P.I Di OR BOB,.RTER. \ �. o`WEPT, nuW EFI. IN Wr ORYNRFR En¢NI,MME RE ALLOWABLE MOLES ryp FI (]R.1 l AllS 5 n XRYTrtI N E lOPTNW o.RfNpNi su.PDNnNp,b LpwS � µWEusxn wulx 1.. .1 arx[fl 1xAx m[ EY.xr IF ra PAmOgx. IN WOOD BEAMS NO}TRFL b dtlPlu�� ARCXR£GT p 1.P .e[rtpu:*b¢1[vH�cuuErtA 1.J."REE re 11 OM 5 BETONO ALLOWABLE s srzEL nPE ERW¢xp pE a .KHALSA DESIGN INC. W6'1Nu1 WUxrzp m... n FARI vf°lx[RRE. 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WweRlexa w°r Or rv•,Nf,W ��" rt pwWwv � O wmoWonX IEO wmw °N w:ww gRimowu Warsq..w:lrwaW°umM"nErRu"rc[,a� Ntt m O � �'� aar RNn '.A1.x% SECURI /IERCOM/ACCES SYSTEMS( 1 4ELW WWIM W w0. WPffM.IdS ®M YMx WET~' mCEWM1WR0. O QLM N°IN16 Nw1rr�H9MrtY. FOR s� - Q4n W W.rYM N WMMi, W W E wn.mvx gynncnH��cwtnw snlcu Tsem is «� eti..era•um.n ru-s.m x�w.Y. M l0 Yn Ivr sWW"°40Asa. ro xl41tY aL Yr•Keesm � �nr ew Rnx a rcwnz.w,R rE[° Ec�mWrzlKrw. «0wa'uo nm aoxl.. mzP aEu m�mwu°v oacnz awVWc.ron rtm ®c r'"RIW+. -ECISTaAn°x a.m YWNnc n,T°P%a W s1p°1LLsrN Noma TO"`arc xTN•n .Ou °Ys L OnER w_yn M. ABBREVIATIONS MOTORS AND CONTROLS M VR•L O wRO RnIWP a-Pnn,s'°°%". exR:ii .+Ru ^ 1°" m wnu:w iwou tWr II,a41w xa4m use°eaLuuuaXmc u_Xu Uallo w Q OLC�,NE.,ENmR 6mn v ROY%RNI(`NI A scxmur W IrtnNN4t O 6[[IRn-wt rcn sm°°u,°%uNurz A E ® Rr° Uc rt`w`"`Rx•,Wc<Iwrcxr Lv° IOR1 �aRrMR YW 44:01°O' E,MiER. 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SalY16 nWlEr w•X „ Eunwnrm .Iw W.r LEGEND AND '�T IUE eo-wmW%Arz rvRcunrn[ell ro ® rzs cEw.Wx ® ooMa N m e° w.axaW.ou 3ENERAL NOTES • °rrn[sa runxwRr uwn,r°r,n mlo amm w.Ww W eaY'a°a ""ORp N°X Mmm ux�uu X°6r.,YEz�w • ,� elu ucuxrto swxar aWIE,°R.rmx r cPxEa° uo zwrtR OR ra u RN ,Im•�*• ww[ry IN[a[r sslwm R'eeua.NeemluE mow }y` eF4ir5 m ollw R. s¢necx NUw rW.You°Xc xEua � � FowrvwYWw° IWaY E-000 vaM olnln i� - - 'Ocw.PnRss�XaN." ..*wc.+esioL.vl:e.. 100%CDn$LRIC2IDf7 Set-2/17/17 rowNNousEs PROJECT NAME RIVER ROCK RESIDENCES- TOWNHOUSES _ 'Y ^— PROJECT AD°RM i 11 .— IT I � 72 SALEM,MA ST. \� cuERr LAR PROPERTIES, LLC i - � /,RCXITELT • - -- - i KHALSA DESIGN INC. KHALSA MEm/ILIR.f.N 02143.m _ '� coxsuLv,Rre s: e� Electrical Ste lJtility Plan ,eaemRnax ±a. .IN .W n.Rvnw TAPE , PRYA„ O O O °` p aDa-, O O O YNVN-.-A' SECMw"0.D' TAWIMR tW[ O f RIEPN. u J451Y 9AE[A O O Aa> O]'iRE AVw 4 ui —tJ Or14' PAYrs O .NRATM O O " 1609 mAl: z��•- �� v'r'nr s Du vPPar Q.-VP ,Flux[ rmcaR snias OOO O G REvisiDus CTypical Ductbonk Section Leqend, Details & Dimensions 000 (D (2) 2 arnoR•c-c• s[rnov'[-c ELECTRICAL SITE UTILITY PLAN E-001 it NHOCA REFiI-JENGES- 100%Construction Set-2/17/17 PNfIJELi NAME RIVER ROCK RESIDENCES- _ TOWNHOUSES - - s LEI II .�• _-_.. . JI maEm nsoxEss Jr s 72-82 BOSTON ST, SALEM•MA La a �, FLlrti ,o �� e ea _� L ie• 1 elI— _ 6 LAR PR—]� EE ?� TLLC J ],[.tJL `LueeALS KHALSA DESIGN INC. 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E-402 xrvEH HOCA PESIDCNCES- 100%Construction Set-2/17/17 i0wxH0U5E5 • PgOJFCi NAME RIVER ROCK RESIDENCES- r C BRANCH CIRCUITS SCITEDULE TOWNHOUSES TCA'NHOUSE �IXTURE S:HFDO-E SPECIAL PURPOSE RE..' _LE SCHEDU'-E - I PROJECT ADDRESS cIRGD'1 120 OR 277 VOL 10, 2W CIRCUITS YOVNIIHL FLUORESCENT INf.AN0E5CENTMIO C%li SYMBOL ALI Nn DF�K:F R{TINGE BREW.EP 81LLNCH CiRLVO 72-82 BOSTON ST, RECESSED OR R XR ORNI1 BREAKER GONDVCTOR SALEM,MA CEILING/SURFACE FC C XL 1 5-30R 20A, I}9q 2P.3W 2DA-1P 2/12 k 1#12 LND. 3/4T 2DA-1P ]A13a1n2 GNO- J/fC PENDANT/SUSPENDED FP P XP I-O S-30R SETA. 125v,2P. IN JDA-IP 2010 k IN10 GND. 3/4'C 3GA-1P 2n041010 ONO- 3/cc CLIENT WALL FW w xw LAR PROPERTIES, I ADa-IP 21arnD cuv -ya L TRACK FT 1 I-3❑ s-sDR spa Izsv,zv, 3w sw-1P z/6 @ 1/10 cXD. L4'c LLC sD{-IP zl5.glp cxD - 3/4'L 4<NUFACIUNER k I w H� S,.N DW.m"2P. SW z0A-2a 2/12 k 1/1]4HD 3/<C oDA-IP 1 2/Sr1I10 LVD. - ]/4C M1PE OF YGF,LN CATALOG NUMMR vUMBEP TYPE VOLTS NTT$ REMARKS ARCHITECT F-50 6-3GR JW, 2S7,.2P, 3w ]W-2- 2NID k HI'D END 3/4 C 208 VOLT 10, 2W. CIRCUITS r.4'LED STRIP Aws, KHALSA DESIGN INC. ARWEO-S3-MF-S-3 -© 6-50R 50a 111V,2P, 3W SW-2P 2B6 k Ip10 GND 3/4 C CIRCUIT BREAKER CONDVCIOR FO1 S-e-W-pNV-0-1 LED 120 22 z0A-AP 2I12gB12 GNtl.-3/4'L I-a 1.-30R 3;M, 1]5/250V. 3P,4Vl 2AA-EP Jd 12 @ I/1}GND. 3/4'C JOA-]P 2/IOi1n0 f.NO. - ]/4 C PENDANT UGHT IROV LIGHTENS LOCATED N UNR K?MER I LJ 11-xR 3W. 125/35M. 3P. 4 xA-2P 3/+0 k 1/ID GND 3/4-C 4OA-zP 21Br1/10 END -3/.C F}1-A wW 120 60 �T 50 3/6 H 1)10 GND 3/4-C iR 1 GNO BASF rLJ 1t- R SW. 135/35M.3P, 4x SW-}a WA-2P 711 END.-3/1-C 6OA-2P 2/firl'M END - 3/4 C HQU 14-60R 60A, 125/2501. TH. 4' 6W-2P 3/6 @ IAIO OxD 3/4•C PENDANT MOUNTED POSSINI SORG NICOL: UNIT DINING ROOMS 208/120 VOLT, iW, 3W CIRCUITS INCANDESCENT 9C091 11 15-20R 20a OwV. Ja,dP.4W 20A-3P 3N1}@ IM12 GND ]/4'L FP) 12 E26BA5( Izq 60 CIRCUIT BREAKER CONOVCIOH KHALSA "LJ )5-SCR 3M 25W. S. 3P,aW ]ETA-3P SN10 6 IN10 GAD, 3/4'C 20A-2P 3/12r1/t2 CND.-2I/4'C L�� ]0{-]P ]np•t I'D GND.-3/4"C :)NALGO STREET SUITE ADD ROUND SURFACE LllpT. LOCATED VNIT 9EOF�1,1, LI 1S-SLR 5dt 25M, ]O, 31.dW 5OA-3P 3/6 @ IIII GNU 3/<'L BEAR KILLE.MA EGMD LCMPD)R-T30 LED XITCHEV,AN UNNL PCg15 40A-2P JIB.InO ONE. - 3/4'C ILuw.aM ar-W,�rA.e.:M ns FSI b W. 1}0 14 (® 15-60X 6CK 2501, 3P. J4 IA 6W-3u 3/6 @ V10 SAID 3/4 C 5GA-2P ]/J.1/10 GND.- 3/4 C CONSULTANTS: HE IS-20R 2DA. IZSV,2P. 3W 2M-1P 2f1}k INI]GND ]/4'C A. 30.1110 GND. - 3/4'C l baotlsb..N4 TWIST LOCK 1'K4'WRAP SURFACE COWMBIA: 30A, 45V 3P, Jw ...Sa.uw LAW-4-31-LW-E-U LED 16 a-3DR TWIST LED ]LEA-IP ]A+D @ IMID GNp J/4'c 208 OR 480 VOLTS, 30, 3W CIRCUITS ;iRB•�,�tec_'~ F52 30DDN Iz0 2] -O 6-MN .W. ']CV. 2P, 3w 40A-2P 2/10 @ I/10 GNp 3/4'C CIRCUIT I CONDUCTOR MA -J? Jn241012 N. 3/4 C 14.7 S�R LIKING IGET S-ARYEX INWSTRIES LOCATED IN TM'RY SIC-11(CL L!W L%vCR{I Iq(E9 30A-TA JIIOrInp GxO. -3 %4'C FS3 1 T9 CIRCUHE 120 23 I 40A-]P 3/Bi1nO GND. -3/4"C :.)ALL WIPING 51ULL BE RUN LONCFAIEb UNLESS SPECIFIED DTXCRWISE 2.)ALL EOUIPMEM SHALL BE INSTALLED IN A NW MID WORKMANLIKE WARNER. SETA-4' LIKE. DO GAO.-]/4•C VANITY WALL SCONCE GFORGE KOvq[5 LOCATFO Ai UNIT BATNRODM RECTILINEAR 10 OUILpING STRUCTURE 60A-]P 3A6i100 GNp-- J/4'C P017 SPADE VANITY ON OVER MIRROR. "ADI EWB PGw42-L 48 LED 120 2O NOJHTAG NIEGHT TO BE 3.)ALL COMPONENTS SHOWN ON THE RISER DMGRAMS.SETNOT ON THE PER OR VICE 208Y/120 /L 480Y/277 VOL 1, 30,4W CIRCUITS ggR4V CONFIRUCJ WITH ARCHITI ARS,SHALL RE INCLUDED AS IF SHOWN ON BOTH 4.) ERAC-LOCATION OF VECINNIGL EDUIPMEM HKAT REQUIRE ELECRICA CD%NECHCAS CIRCUIT BREAKER CONDUCTOR LIMP BASE NCIDEH LE"ON LOCATED A-UNIT U9UTY MF SHOWN OY'HE YE[WNCA DEWNARLS 30A-JP 4,T IP}GAD - sp'C WITH PULL CHAIN C2L-9862-CPC 3W CLOSS]5 5.)AL'_RACEWAYS RUNNING THROUGH BUILDING IXPAHSION.DINTS FUL BE[MIFFED PC 1 CFL 130 IJ WRH EXPANSION FITTINGS 3(1A-Y 4nOrinD GNU -J/4'C 40A-]P PIT, n0 GND. - ]/4-C B)CONDUIT RS ARE S SHOWN ON ME OMwING WITH MORE OR A CURRENT CARRYING MOUNT OR ON RICHLER EXTERIOR DOOR LIGHT 4N0 AL MOREULTOPS ARE SHOWN OIAGRA CONDUCTICALLYTORS THIS N A RAC)OR SHALL NOT INEtO 50A-W 4#6.MR.nO IN - I.1 COLLECTOR OIAC B)090ZLEp GARAGE ODORS MORE NA 3 CURRENT COPYING LONDURORS IN p RgCLWPY UNl£SS DONE 50 STRICTER JP MR.'I GND. - 1'C LEC 120 Iw HY THE NRIpNAL EIECTRICA COCC. 60A- Lw2 DRDNZE WALL SCONCE + 3TOOX )_)ALL FLESHMOUNTED PANELS DEALT ENPI 1 1/:'CONOUf SNBBE➢ABOVE ACCESSIBLE GEMMED.GEMMED.XUNL CEILING FOR FLrtURE SPARE CONDUITS CEIL B.)CONTRACTOR SHALL RENEW NL TRADES CONTRAST GOCUMflfS TO DETEPMME SPECIFIC MOUNTED 1 LOCATIONS FOR ELIEVRICAL EQUIPEMEnI COORDINATE EXALT MOUNTING LOCAIwnS WITH THE ARLxIII TYPICAL TOWNHOUSE LOAD CENTER SCHEDULE S'TE LIGHTING FIXTURE SCHEDULE 9)REFER TO ARCINTIMA P4N5 AND EINATIONS FOR MOUNTING HEIGHTS AND EYACT LOCATIONS OF TOTAL ALL OEACIG PANEL LC' ORES 3 NOUNTIAN S POLES 40 MOUNTING FLUORESCENI INCANDESCENT/HID E%IT I IC.I SPECUL PURPOSE RECEPTACLES ASSOCIATED WITH ELECTRIC RANGES AND CLOTHES DRYERS SHALL BE INSTALLED IN ACCORDANCE WITH ARTICLE 2w 14L OF INE NEC, PHASE 1 V4)1 R I MAINS 100 AIC 3K RECESSED FIR R SR I flFTIXc ''SAO (KVF) SA.KCP BR►KER LOAD HIVA)' CCIVNG/SURFACE %C C %C I OCS[RIPnOx M LOAD A ]ESLRIPIIOH OF LO p I20 P0.[ POLE GRIP A B PExDULI/SVSPENCEO � FP XP � I AL-10 p29 }D / I 20 IB RECEPTACLE fSl z I WALL FWW Xw LEGEND OF =SEDER SIZES- COPPER CONDUCTORS I31 z9 / 2 i DO 1 x SM UWAJ NCE A I TRACK Fi T I _np xOMNAL 5 54 APPLIANCE 54 20 1 1 15 18 RfFAIOCRa1CP 6 •011 MANUFACIUPfR h A. 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BEDROOM .1 ION U1LD-E03_LEO-E-V- PANEL THESE FIXILINES ARE 58 5W0-)Ox J000K U. 120 No SPECIFIED ARCHITECT BY THE LANDSCAPE 125-JG JA'1 k 1N6 GND. 11/' IZg-1G 4/1 h lA6 LNG. O1O' •.25 l 21 GRIP J 20 1 20 9 RED BEDROOM 22 23 CME-1 3 20 I 1 2C 9 REC. BEDROOM 24 Ilw-J4 3/1/C @ HE GNp 11/2' 150-AG AAI/O k I06 ONO. a- '50 25 EL IHRDOM GO 18 IS 1 1 20 4 BATHRC04 fF/RG 261 LAID SOOT PNIIIPy HAOCC' 'U20 PAR]B/R40 "a 'w q5-]G 3/2/0 k 1i6 GrvQ 2' p5-4G 4N2/0 k 1/6 ONO '75 )) PAR 2AC-11 +5 20 1 \ )O 28 AC-12 .1 zoc-x Sp/D @ L/E Gxo z' xHw-4c 4/3/0 k lIfi GND. 200 29 AC-" a }O / \ pa 30 ]1 39 / z 1 zp .4 BATHFGTH EF/LTc Jz LED WALL PACK Pwlfls GMGLD z}s-x J/4/O k q4 cx0 2" z15-4c 4N4/D R 1/4 GNp 41(}" 2zs 33 PATH 49 18 20 1 \ 40 ALCU-T4 MI 12116�.-CWIGl3UNV0 GWI AEG PCBFIBX LIFE uo 38 2sD-3L 3d2sn R:ML @ IM SLID 2I(2- zs0-4c 4N2w KcuIL @ II4 cND. zih` 250 35 GARAGE OCOR I IS 1 2 \ J6 30D-3G 30350 RCIRL k 104 GND. 2If/ 300-4L ,#3. 'RCM'@ HRn END 3' 300 37 ]e 9 0 HttNeE scxmuLE KKIIEs sw-x Slwo RCML @ Iq GND. 3' ]59+c ./5C0 KCMIL @ 1p cx0. a 359 _JBTOa.00111121D zm zfis 162 i9a SUB'OUL CORRECTED 1,ELCCNICk,CONTRACTOR SW1L CONHYM LIGYTN4 INNEE COLOP,FINER.y:S,AND BEAN PERILED WITH ARCHIIECI 4W-x ]/5C0 NCNR @ 1/]LND 3 40Q-. 4/LTS KCMI k 113 GNp, 400 2_CONTRACTOR SMALL CONFIRM OUANTOY, LESGTH. MOUNTING.MID :ACATIDN OF FIrtURES WTH ARCHITECT. CONTRACTOR SINLL ECU-Es 6I3w KCMIL k 2A1 GAG 2-3- 6G0-AG 8035D KCMLL @ 2/1 LND. 2-3• 60` ELECTRICAL FLORIST!AND INSALL AL NECESSARY INROWARE TO COMPLETE :ASTA_LATION. SUBiOLM CONNECTED KVA A- 3-UNLESS CTnCRW15E NETTED, ALL TAMPING SHALL HAVE A CRI OF MOCK CONTRACTOR STALL CONFIRM LAMP CO-OR5 WITH ARCHITECT 800-3G 6N600 RCMIL @ 3N1/0 GND 2-3' Bp0-<L 8A'600 KCMIL @ SC/O GNO 2-0%y• 800 SUB7GZ CONNECTED Kva B .SCiHEDULE.S O CCMRACiOR SHALL LODROINAIE AIMING OF ALL ADJUSTABLE R%TUTEES WITH DwNER OR TENANTS REPRCSEMATNE t000-SG 9p400 KCMG k]/2/0 LNp 3-3" 1000-A4 12I.KOMII @ S01/0 GID l-]' 1000 TOT4L CONNECTED TOTAL IUO.-X 9/600 KCWL k]IS/0 IND ]-J' 12p0-4G 13/600 KCMIL k J/3/0 OVD. J-='/2" 1200 I'MI Iz/NA KNR k<H/O DID 4-,. I6W-4S 16/50D KC.IT 4RN/O DID. -31/2 I&DO E-601 IuvL1HI1DLK RESIDEBc e, 100%Construction Set-2/17/17 10wNHDGS11 - - PROJECT NAME MECHANICAL EQUIPMENT CONNECTION SCHEDULE RIVER ROCK RESIDENCES- TOWNHOUSES ELECTRICAL RATTNG TYPE OF CONNECTION RFOUIRE➢ ITEM EOLIPMENI FEEDER INFORMATION PRPOEcr ARORsss Disc RIPIWIN HP FLA KW VOLTAGE PH PANEL CIREJIT vD J wR[tt VF➢ WP RTS S 72-8290STON ST, slzE �,i O �D SALEM,OMA N B I Nl Ino[X CLIENT ✓ ru,a a u,l I. LAR PROPERTIES, L/LVHJ/ LLC e I,wolc.. i e, we , sec m.x za olnx MR-JA ✓ R"'A"...w PRM' ARCXITECf e y,A sEE aWu ]W- MRP N 9MMT GAiCWt rFEO[P sse sm aal ✓ samwa KHALSA DESIGN INC. I - Comm wxooxxn n :m , sEE wx E s - ✓ urzx rR e��rmoa sec vux .e mttn ro MA_eweu+rtmev MECHANICAL SCHEDULE NOTES: I. PRONOE DEDICATED CIRCUIT AND GFI DUPLEX RECEPTACLE FOR CONDENSATE PUMPS AS REQUIRED. REFER TO MECHANICAL PLANS FOR EXACT LOCATIONS AND OVANITIES. 2.PROVIDE SURFACE MOUNTED, WEATHER PROOF, INDUSTRIAL "JELLY JAR" LIGHT FIXTURE. FIXTURE MOUNTED TO MECHANICAL •UNIT, I STONED: ROUGHLYTE SERIES OR EQUAL. CONTRACTOR TO PROVIDE LAMP AND WEATHER PROOF SWITCH. KHALSA S.PROODL SURFACE MOUNTED, WEATHER PROOF, GFI, DUPLEX RECEPTACLE. RECEPTACLE MOUNTED TO MECHANICAL. UNIT. n rvuaa sTREer suNews REFER 1D ELECTRICAL PLANS FOR EXACT LOCATIONS AND QUANTITIES. sox,ERJLLlE.MA03H] 4.COMRACTOR TO COORDINATE EXACT LOCATION IN FIELD WITH OWNER/ARCHITECT PRIOR TO INSTALLATION. ,uzmwe ansn«oru MARXI ama.a- TNlT& v�iwe. :eareTRAnox RSWswxs m.w.. ELECTRICAL SCHEDULES E-602 R1,111 NOCN RESIwENT, 100%Construction Set-2/17117 M;NmSE$ PLUMBING FIXTURE CONNECTION SCHEDULE RRaecT xnYR PIPING AND FITTINGS SPECIFICATIONS DESMA,ou PRDPIE Wsvmin. daw¢nm„za ARNAI - ANwcAx z1ANwm GWx sA,RWn x1r.1d Am M TNLrc RN nod a,LR rnL%Erz MM e[-Rwn .MANC[ mP orDlwb mwsm RNEPP[^ E, WM PIAx-P-.AM W u Yo PLAY:owM CND.d RIVER ROCK NAR.FLDsf, vY SY Y „W ,a� P,rM.WIN R.w DARR 1AM Ma 1 RX_P-Aw p R£Pd WW D M E ou RESIDENCES- - I Ir A wcAN sIIwARD EADR OUT RIMI x1Y.IG I xk of, -1 RDOP D1m[*LP%Erz MM BERR III ��. rorta M-.anE IUW-ram. UITT IA ANNA PnA w.Rxcws[1 uLI.EaRR:i 11SOOM 1.nWT RA`.PA1P..xn OWR♦RPN zmD mW LE.ER Roo.s-A--ON AIM zW DI Rnd. n Dmn�PAW L eMR P-LwM rm1Nm AM.e110.WLIIu ro M-.Row LdIALI_M,mN PLsx-W-.IDM PmNOR. 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KHALSA IMPLOOSTREEf SUITE41D w •.n 'riF^'tl'^' � SOMERVILLE,MP DYIO m ^ erhoqura,ue aru,°nmi I r�A,+w m•i� i, �•' w' ,v w• n¢Er I �^�''^ wi•MM ^ er ' vc nm ne � MOIMma n i, -- _ rrrm r - REObTRATN)N - n w m� ,en wwb •wrwvv w ✓u m ' Ww° "'o nm a mm a mmwr°^ REMNN9—.P, F -77 �w m I s � L ,j,• s nm INTERIOR LEGENDS m - ID-801 gNtl2ROfJt RESIOENCE66 g RETNL - vSalem ® Redevelopment Authority K Z2 ZvLI Design Review Board Proposal March 22, 2017 70-92 '/2 Boston Street (River Rock Residences): Discussion and vote on construction documents for mixed-use residential and retail development. Proposal As detailed in the enclosed memo from Chair Paul Durand to the Planning Board, the DRB voted in June of 2016 to recommend approval of the proposed project at 70-92 '/z Boston Street as modified by the applicant in revised plans dated June 10, 2016. As part of its recommendation, the DRB requests the following: 1. The applicant shall submit final construction plans to the Design Review Board (DRB) for its review and approval prior to obtaining a building permit. 2. A detailed plan for site and building lighting, to include both specifications and locations of lighting fixtures, shall be provided for review and approval by the DRB prior to issuance of a building permit. 3. All plans, materials and color samples shall be in accordance with those submitted to and approved by the DRB on June 22, 2016. 4. The DRB approves of all presented signage (building and freestanding signage); however the applicant must submit a sign permit application to the Department of Planning and Community Development, for processing and approval. A sign permit shall then be issued by the City's Building Department. All future changes to signage and/or proposed installation of signage for retail tenants, shall be approved by the DRB prior to issuance of sign permits. The signage for the building and the site shall conform to the City of Salem's Sign Ordinance and NRCC zoning code. This submission includes the construction documents as required by the above recommendation (that was ultimately folded into the Planning Board's decision) and a plan for lighting. Due to the size of the documents, you will be receiving an electronic submission and I will be providing hard copies of the documents at the meeting. Approval of these documents will allow the applicant to move forward in obtaining building permits. j I KHALSA DESIGN INCORPORATED Architects & Engineers 17 Ivaloo Street, Suite 400, Somerville, NA 02143 KHALSA p.617-591-8682/f. 617-591-2086 TO: Andrew Shapiro, Economic DATE: March 10, 2017 Development Planner City of Salem,Design Review Board 120 Washington St, 3'"Floor Salem, MA 01970 FROM: Tanya M. Carriere Khalsa Design,Inc. 17 Ivaloo Street Suite 400 Somerville,MA 02143 RE: River Rock Residences& Retail at 70 Boston Street& 13 Goodhue Street, Salem, MA and River Rock Townhouses at 72-82 Boston Street, Salem, MA Dear Mr. Shapiro, On behalf of the Applicant/Property Owner, LAR Properties, LLC, enclosed for filing with the Design Review Board are the following documents: 1. Construction Documents dated Revision 3: 03-10-2017 for the proposed River Rock Residences& Retail Building at 70 Boston Street& 13 Goodhue Street, Salem,MA. 2. Construction Documents dated Revision 3: 03-10-2017 for the proposed River Rock Townhouses at 72-82 Boston Street, Salem, MA. 3. Specifications and samples of exterior materials to be used; 4. Design of proposed signage; and 5. Eye-Level perspective drawings. The recommendation that was adopted by the Planning in its decision states, "A detailed plan for site and building lighting,to include both specifications and locations of lighting fixtures, shall be provided for review and approval by the DRB prior to issuance of a building permit." Per this request, we have included a Photometric Plan in the attached package(Drawing Sheet C-6)which shows the locations and specifications of the proposed site a-id building lighting. Detailed Lighting Specification sheets are also included in the Outline Specification Manual. We request to be placed on the Board's meeting agenda for March 22,2017 and look forward to hearing your comments. Sincerely, Tanya M. Carriere Khalsa Design, Inc. CC: File Khalsa Design Inc. 17 Ivaloo St.Suite 400 Somerville, MA 02143 1 ■ RIVER ROCK RESIDENCES & RETAIL ' RIVER ROCK TOWNHOUSES 70-82 BOSTON ST & 13 GOODHUE ST SALEM, MASSACHUSETTS 1D1 PROJECT No. 15081 ' OUTLINE SPECIFICATION DRB SUBMISSION MAY 10, 2016 ' REVISED JUNE 10,2016 REVISED MARCH 10, 2017 DEVELOPER: LAR Properties, LLC 282 Bennington Street, East Boston, MA 02128 1 ' Page 1 of 13 Outline Specification—03/10/2017 River Rock Residences&Retail and River Rock Townhouses-Salem,MA ' Khalsa Design Inc. 17 Ivaloo St. Suite 400 Somerville,MA 02143 K.HALSA KHALSA DESIGN INC. Proiect Summary 1 The project consists of two buildings: a Mixed-Use Building containing 1,184 SF or Retail space and 44- Dwelling Units and a Townhouse Style Building with 6- Dwelling Units for a total of 50 new Dwelling Units. The Mixed-Use Building will contain a mix of one, two -bedroom, and three-bedroom units and the 6-Townhouses will be three-bedroom units. Both Buildings will have Garage Level Parking and in addition there will be a Community Room and Fitness Room ' in the Mixed-Use Building. Accessibility Summary Three Group 2 units will be provided. There will also be a unit equipped for the hearing impaired. Group 2 units will be designed to meet MAAB and federal Section 504 requirements for new construction. All other units will fully comply with Group 1 requirements. All common spaces, including corridors, trash rooms, community room and gym will be accessible by elevator. Barrier-free parking spaces will be located on site. All site grades, en.rances, and crosswalks will be accessible, with curb cuts at each driveway. fEnerev Star Comoliance ' This building will be outfitted with both energy star certified windows and doors but also energy star qualified lighting fixtures and appliances throughout. The intention of this is to provide a sustainable building that is energy efficient in the present as well as the future. These elements 1 will provide a cost effective building for both its residents and operators. The goal of this is to utilize the Energy Star program to asses performance, adopt an energy management strategy, identify ways to save energy and cut costs and hopefully communicate these energy saving efforts to the local community. 1 Page 2 of 13 Outline Specification—03/10/2017 River Rock Residences&Retail and River Rock Townhouses-Salem, MA ' Khalsa Design Inc. 17 Ivaloo St. Suite 400 Somerville,MA 02143 GENERAL REQUIREMENTS ' Contract Documents: -Drawing Set dated 03/10/2017 and this Specification dated 03/10/2017 r ' Division 1.00: General Requirements 1.01 Firm Price- Provide a single lump sum figure as the total firm price for the entire project, r including all allowances, as broken down on the attached Schedule of Values, which will be held for the entire project, subject to change orders as approved by the owner. r 1.02 Speci=ications - Bid job precisely as specified, including all information in the plans, specification, addendum and the site plan. Any deviations from these must be spelled out in writing in your proposal along with appropriate cost changes, as applicable. r1.03 Change Orders - Any changes in the work, after a contract has been signed, will be discussed with the owner, and will be reduced to writing, once agreed upon, and priced in radvance, as requested by Owner or Architect. 1.04 Change Order Pricing - All Change Order additions will be priced at the contractor's cost and deletions will be credited at the Contractor's cost. The only exceptions to this will be allowance items covered in 1.05 below. 1 I.C5 Allowance Items - All allowance items will be charged to the Owner at the Contractor's cost (to include all labor, materials, shipping, taxes, etc.), unless otherwise specifically noted for that allowance item). ' 1.06 Building Codes - All work shall conform to state and local building codes and ordinances. Assume all plans and specifications meet those requirements. Contractor ' shall inform the Architect of any perceived deficiencies in code compliance prior to commencing that portion of the work, or any other portion of the work that may be affected by that code deficiency. ' 1.07 Engineering- All surveying, plot plan, septic design, foundation staking, site pinning, mortgage survey and as-built survey, acceptable to the town, are to be provided by the Owner unless otherwise noted. The Contractor shall coordinate these items as necessary at no additional cost. r 1.08 Commencement and Duration of Work—Contractor shall include in the bid an indication of when work can commence and the number of months the project is scheduled for. I1.09 Square Footage-See attached unit summary. r r Page 3 of 13 Outline Specification—03/10/2017 River Rock Residences&Retail and River Rock Townhouses-Salem, MA Khalsa Design Inc. 17 Ivaloo St.Suite 400 Somerville,MA 02143 1.10 SUMMARY OF ALLOWANCES See Owner's breakdown of Uses of Funds Nate: All above allowance items shall be included in the Schedule of Values that is attached to this specification. 1.11 Dumpster- Contractor to provide a dumpster on site from demolition through substantial completion of work. The site shall be kept clean, on a regular basis, throughout construction. All excess material and construction debris will be removed from the site at the end of the project, to the Architect's satisfaction 1.12 Cleaning-The Contractor shall present the building to the Owner for acceptance clean and ready for occupancy to the satisfaction of the Architect and Owner. The windows and mirrors to be cleaned, floors to be broom clean, carpets and cabinets to be vacuumed, all other surfaces shall be free of stains, abrasions, and other marks. The site and building under construction shall be maintained in an orderly fashion, debris and waste materials shall be removed from the site regularly, and all areas shall be broom cleaned. 1.13 Recycling—During demolition procedures the Contractor will ensure that at least 50%of all removed materials by volume, including site materials, appliances, structure, and ' finishes be recycled. During construction procedures the Contractor will ensure that materials be used efficiently and that at least 75% of construction waste be recycled. This will include recycling all cardboard and foam packaging material. 1.14 Guarantee -The Contractor shall guarantee, for a period of one year from the date of substantial completion, all materials, installations, fixtures and equipment incorporated into the project and not otherwise covered by specific warranties. Any materials, installations, fixtures or equipment found defective during the one year period shall be promptly replaced by the contractor, and assemblies and finishes surrounding built-in ' fixtures and equipment requiring replacement, shall be restored to their condition prior to final acceptance, all at no additional cost to the Owner. 1.15 Discrepancies- It is imperative that if discrepancies in dimensions, materials, or detail are discovered or if inadequate information exists on the drawings in any particular area, the appropriate trade, (through the General Contractor), shall ask the Architect for clarification or additional information before proceeding with the work or any other portion affected thereby. In case of inconsistent requirements in the contract documents, the requirement for the greater quantity or higher quality shall take precedence and shall be the contract requirement. 1.16 Permits - The Contractor will obtain and include in the bid price all subcontractor permits and the certificate of occupancy. 1._7 Standards - All surfaces to be smooth, level, square, plumb, tightly joined and firmly anchored in place, unless specifically otherwise noted. All Work to be done in good workmanlike manner using industry accepted standards as a guide for quality. All leveling work shall be to within 1/8"+/-per linear foot and/or as acceptable to the ' Owner and Architect. Page 4 of 13 Outline Specification—03/10/2017 River Rock Residences&Retail and River Rock Townhouses- Salem,MA Khalsa Design Inc. 17 Ivaloo St. Suite 400 Somerville, MA 02143 1.18 Construction Means - The Architect shall not be responsible for the construction means, methods, techniques, sequences, safety precautions, etc., or the Contractor's or Owner's failure to carry out the Work in accordance with the Contract documents. .19 Insurance- The Contractor shall have appropriate liability and Worker's compensation insurance and bonding capacity as required by the Owner. SITEWORK A2.01 Site Plan - An engineered Site Plan shall be used for this bid. 2.02 Vegetation Protection- Protect all vegetation as indicated. If not specifically indicated, disturb as little vegetation as possible in the non-construction area. Wrap existing trees to remain within construction area with wood protection. ' 2.03 Erosion Control - Include all erosion control indicated on the Site Plan or as required by local, state or other code. 2.04 Excavation and Backfrll - Excavation ramps and backfill using on-site material (unless otherwise indicated and rough grade the site.) Provide fill as required. 2.05 Utilities—Apply for, install and activate all utilities required including electric, gas, water, sewer, telephone, and cable T.V., using existing points of connection. Connect to storm sewer as required for site drainage. Coordinate with local utility companies. 206 Rain/Roof Leader Drainage- Underground portion shall be ir_stalled in coordination with landscaping contractor. Do not connect to the footing drain; connect to storm sewer. 2.07 Final Grading- To be done with a bulldozer in accordance with grades shown on Site Plan. All areas will be left smooth and ready for landscaper's fine grading. 2.08 Landscaping—Refer to Landscaping Plans , Installer shall provide a min. 1-year guarantee for all living material & other work. 2.09 Provide wayfinding signage around site. 2.10 Provide Effective exterior lighting at walkways, accessible routes, and exterior spaces. 2.11 Provide Handrails at all exterior steps and stairs subject to snow or ice accumulation. 2.12 Landscaping shall consist of native landscape plants that are drought tolerant. No plants that are on the Massachusetts invasive species list will be used. 1 2.13 All trees planted will be fast growing deciduous trees. CONCRETE 3.01 Joints - Cold joints to be kept to minimum possible and will be doweled in and waterproofed with bituthane. Care will be taken to prevent the occurrence of air pockets and honeycomb effects. 3.02 Concrete- All walls and footings to be minimum 3,000 PSI test and slabs to be minimum 4,000 PSI test. Page 5 of 13 Outline Specification—03/10/2017 River Rock Residences& Retail and River Rock Townhouses- Salem,MA Khalsa Design Inc. 17 Ivaloo St. Suite 400 Somerville,MA 02143 3.03 Walls - All walls shall be formed at specified heights (less 1" from top of forms to allow for floating) and specified thickness with indicated beam pockets. See plans. 3.04 Foundation Steel - 5/8" anchor bolts to be spaced as shown on the drawings (at minimum, space as required by code); nuts are required to be used for bolting down sills. Slab 6x6 WWF (Welded Wire Fabric). 3.05 Exposed Finish - All exposed exterior concrete walls will have a sand blasted finish. 3.06 Water-Proofing - Asphalt type for exterior of full foundation below grade, including wall/footing joint. Provide 2" polystyrene insulation (min. R14) at all full basement walls ' and below slab where indicated on plans. 3.07 Slabs - Basement and all exterior stoop slabs- 4" thick. All slabs except exterior to have ' 6-mil polyethylene vapor barrier beneath. All slab areas to be adequately compacted to avoid sinking. Surface is to be rough where covered with paving and smooth in other areas. Apply concrete sealer to basement slabs. MASONRY 4.0 GENERAL, Design Builder shall provide concrete masonry units, brick, granite masonry and precast stone units as specified in Contract Documents. ' Masonry work shall include provision of new materials, re-use of existing materials where specified. Mortar, additives, ties, weeps, reinforcing and accessories shall be of quality equal to or better than original materials and components installed at existing adjacent historic buildings. Submit shop drawings for approval of Architect, Structural Engineer and Owner, regarding quality and appearance of masonry work. 4.2 CONTROL JOINTS, Provide control joints at column bearing lines for new masonry work, per Structural Drawings; and as otherwise specified. 4.3 FLASHING, Provide thru-wall flashing as specified: 7-oz. fabric-coated copper by Sandell, mfr., or approved equivalent. Install per manufacturer's specifications. Provide sill pans at exterior doors. Provide fabric flashing at all new window and door installations at existing masonry walls. Conceal ends of flashing elements to conform with existing appearance of historic buildings, per approval of Architect. 4.4 MATERIALS, Concrete masonry units shall be ASTM C90, Grade N, Type I (ASTM ' C33 aggregate)privied "dry block" additive in block mixture. Repair penetrations for utility lines after installation as required. Brick shall be new per approval of Architect & Owner. Submit samples for approval of Architect and Owner. Granite shall be new per approval of Architect& Owner. Precast stone lintels, sills&/or other units shall be new per approval of Architect & Owner. Page 6 of 13 Outline Specification—03/10/2017 River Rock Residences&Retail and River Rock Townhouses-Salem,MA Khalsa Design Inc. 17 Ivaloo St.Suite 400 Somerville, MA 02143 4.5 THIN BRICK, Brick Veneer Units on metal panel over wood stud framing. Mortar to be as per manufactures' recommendation. Thin Brick shall be new per approval of Architect & Owner. Submit samples for approval of Architect and Owner. Manufacturer: A. All Metal Panels for Thin Brick Support specified and shown on drawings shall be Elite Thin Tech&Panel as manufactured by the Glen-Gery Corporation. Glen-Gery Corporation located at H 66 Spring Street P.O. Box 7001, Wyomissing, PA 19610 Tel: 610-562-3076 • Email: info a_mlenQ_erv.com Web: www.alenp-erv.com 4.6 CLEANING, At completion of masonry work, Contractor shall remove all daubs, drips and fins. Wash surfaces with approved cleaning agents to remove all efflorescence and foreign matter. ' METALS 5.00 Provide the following materials, methods and installations as required to provide a complete and working building in accordance with the design concept as illustrated or intended by the drawings: ' 5.01 Metal Fabrication a) Provide miscellaneous metal fabrication in connection with the new stair systems. b) Provide loose lintels as required for masonry work. 5.02 Structural Steel a) Provide all necessary materials. WOOD ' Rough Carpentry 6.01 Framing material - Framing material shall be#2 or better Douglas Fir supplied by a FSC Certified source, unless otherwise specified (such as pressure treated stock) and consist of ' the following: A. Sills - Double 2 x 6 with bottom member pressure treated. ' B. Walls - All 16" on center, exterior 2 x 6; Interior—2x6 at plumbing locations, all others 2 x 4 unless otherwise noted. Provide pressure treated plate where wall is in ' contact with concrete. C. Floor/Ceiling Joists—TJI joists as manufactured by Truss Joist Co. or approved equal and shown on engineered drawings by manufacturer indicating all required hangers,blocking, stiffeners, etc. Engineered floor systems shall be installed in ' strict accordance with manufacturer's specifications. Dimensional lumber stock may be used as indicated on the drawings. Page 7 of 13 Outline Specification—03/10/2017 River Rock Residences&Retail and River Rock Townhouses-Salem,MA Khal<.a Design Inc. 17Ivaloo St. Suite 400 Somerville,MA 02143 ' E. Micro-Laminated (ML) veneer lumber beams shall be manufactured by Truss Joist Corporation or approved equal, and be sized and installed where indicated on plans. ' F. Plywood -Floors: 3/4" T&G advantec plywood, glued and screwed. - Wall sheathing: 1/2" CDX - Roof: 3/4" T&G advantec plywood G. Blocking - Solid cross bridging to be used. All blocking in bathrooms and kitchens shall be pressure treated. ' H. Formaldehyde Prohibition - All wood products and wood adhesives will ' comply with ASTM D2559: Standard Specification.for Adhesives,for Structural Laminated Wood Products for use under exterior(wet use) Exposure Conditions. ' 6.02 Underlayment - Areas with 3/4" hardwood—none; slip-sheet to be installed as required by flooring manufacturer. 6.03 Housewrap - Tyvek or equal over entire exterior plywood wall portion of building, installed free of tears, all seams shall be sealed with approved tape. Finish Carpentry Note; All Exterior siding and trim materials in this section to be manufactured by a single source. 6.04 Interior Trim - All as indicated on plans using clear pine; stained or painted finish. ' A. Window Casings - Fabricated in a stool and apron fashion. All mitered joints on one-piece casings to be splinted and glued where feasible. Casing to be 2-1/2" colonial casing, manufacturer to be determined. iB. Door Casings - All mitered joints on one-piece casings to oe splinted and glued where feasible. Door casings to be 2-1/2" colonial casing, manufacturer to be determined. C. Base board-painted 5-1/4" bead base, manufacturer to be determined by owner. tD. Closet Shelving - Plastic coated wire shelf with rod. Manufacturer to be determined by owner. 6.05 Stairs: Per plan. A. Exterior Stairs 44-Unit Apartment Building- Stairs shall be constructed of concrete with galvanized steel railings. Provide all miscellaneous accessories required for a complete & code compliant installation. B. Townhouse Exterior Stairs- PT stock sized as indicated on drawings with Trex simulated wood or other approved equal. Provide all miscellaneous accessories required for a complete &code compliant installation Page 8 of 13 Outline Specification—03/10/2017 River Rock Residences&Retail and River Rock Townhouses-Salem,MA Khalsa Design Inc. 17 Ivaloo St.Suite 400 Somerville,MA 02143 THERMAL AND MOISTURE PROTECTION ' 7.01 Roofing at Shingled area(Refer to plans) - shall be CertainTeed Highland Slate Asphalt fiberglass composition shingles, (3)bundles per square, with a lifetime manufacturer's warranty. The following specifications and accessories shall be included: A. Venting-All ridges to have venting covered by shingle caps. All eaves are to have 1 vinyl vented soffits. (refer to detail on plans). B. Roofing Paper- all shingles to be installed over a minimum of 15#felt roofing paper. C. Eaves and Valleys - 3' wide, self-adhering ice and water protection, roll roofing - at ' all eaves and beneath all valleys. Shingles to be woven and straight out at valleys. D. Drip Edge- 8" metal drip edge at all eaves. E. Starter Shingles - 220# shingle starter course at eaves and rakes. ' 7.02 Roofing material at tapered insulation area (refer to plans) to be 60 mil EPDM roofing system w rigid insulation. 7.03 Flashing- Break-Metal aluminum, aluminum where concealed. In no case shall copper and aluminum flashing come in contact with each other. If there is a potential for this to occur, use all copper in lieu of aluminum in those areas. ' 7.04 Gutters and Leaders—Rain leaders shall be 3"x4"rectangular section aluminum. Color shall be selected by matching existing. All gutters shall be aluminum. Any underground ' drainage for gutter systems will be included. 7.05 Insulation - to be Owens Coming or equal with the following specifications: A. Sills - Standard fiberglass roll type insulation. All Doors &Windows to receive spray foam to seal & insulate all framing joints. B. Garage Ceiling R-40 and Box Headers- R-19,including the entire ceiling in unfinished areas only. C. Exterior(2x6) Walls- R-21 with unlaced batt. D. Fire stop insulation as indicated on plans. E. Top Floor(3rd) ceiling will have continuous R-38 insulation. ' F. Basement floor will have R-10 insulation continuous underneath as well as perimeter wall which will have R-10 Insulation. ' G. Per HERS rater confirm effective air-sealing measures by commissioning an independent blower door test with air leakage that will meet 5 star requirements per Page 9 of 13 Outline Specification-03/10/2017 River Rock Residences&Retail and River Rock Townhouses-Salem,MA ' Khalsa Design Inc. 17 Ivaloo St.Suite 400 Somerville,MA 02143 HERS rater's projected rating. 1 7.06 Siding A. Plank Lap Siding: Mineral fiber cement panels, as indicated on drawings. l. Manufacturer: James Hardie or equal. ' 2. Exposure: 4" & 6" as indicated on drawings 3. Color: Autumn Tan &Timber Bark as indicated on drawings B. Shingle Siding: Mineral fiber cement panels, as indicated on drawings. ' 1. Manufacturer: James Hardie or equal 2. Style: Straight edge individual 3. Exposure: 5" ' 4. Color: Autumn Tan & Timber Bark as indicated on drawings DOORS AND WINDOWS 8.01 Exterior Windows manufactured by Pella Architect Series or approved equal. Style shall ' be Aluminum- Clad with Premium Sash Liners. Contractor shall coordinate availability of appropriate samples of proposed products. These windows w=11 be Energy Star rated, incorporating quality frame materials, Low-E Glass, Gas Fills, Warm Edge spacers & multiple panes. 8.02 Glazing- All exterior doors and windows are to have clear, Low E Glass. ' 8.03 Jamb Thickness—Contractor shall provide jam extensions and trim as required to provide full wood trim at all exterior doors and windows (except basement windows). 8.04 Screens - Include for all operational doors and windows. None for swing type doors. Contractor shall provide alternate pricing for the addition of screen/storm doors. ' 8.C5 Interior Trim - For any curved window, include curved interior trim as supplied by the 1 manufacturer, similar to trim specified for interior casing in that.room. 8.06 Door Sills -As included by manufacturer. No wood sills for exterior doors will be ' accepted. Use Aluminum thermal broken sills. 8.07 Weather Stripping- All exterior, non-screen type doors will be weather-stripped as well as interior basement doors. 8.08 Exterior Doors to be as indicated on plans, 1 3/4" thick,metal, _nsulated, manufactured by Stanley or Owner approved manufacturer. Peep holes for security. 8.09 Interior Doors—Coordinate with plans. All bi-fold doors are to be Masonite. All other doors to be solid core Masonite doors. 8.10 Door Hardware: See Hardware Schedule in Drawing Set. Page 10 of 13 Outline Specification—03/10/2017 River Rock Residences& Retail and River Rock Townhouses-Salem,MA Khalsa Design Inc. 17 Ivaloo St.Suite 400 Somerville,MA 02143 ' FINISHES ' 9.01 Gypsum Wall Board - 5/8" gypsum board, tack nailed at edges and screwed at all other areas. A. Ceilings - All joints and edges to be taped and mudded. Two Coats primer B. Baths & Kitchens - All walls in rooms with showers or whirlpools will have Moisture Resistant Gypsum wall board. 9.02 Flooring Allowances - all flooring allowances are to include the cost of wood, vinyl rile and carpeting as well as setting materials, pads, etc, as well as all labor for installation, sales tax,special shipping charges, etc. 9.03 All carpets chosen will be specifically designed to eliminate off-gassing. Only low VOC carpet adhesives will be used, along with tackless strips. ' 9.05 All Counter and Vanity Tops—Granite ' 9.06 Moisture Resistant Gyp. Board—Behind all tub & shower wall and ceiling tile. This is a paperless product which discourages the growth of mold and mildew. 9.07 All Bath's to receive ceramic tile flooring. 9.08 Painting Interior Walls and Ceilings- All surface preparation for painting, one coat of ' primer paint and two coats of finish paint for a total of 3 coats using no VOC interior paint ' 9.09 Interior Trim, Windows and Doors - Include caulking all trim joints as necessary and all surface preparation. Provide one coat of primer and two coats of paint using no VOC interior grade paint. Any items to be stained will have one coat of stain and two seal coats. Stair and balcony balusters are to be painted, rails to be stained. 9.10 Caulking- Include polysulfide/ siliconized caulking of all windows, doors and anywhere ' else indicated or required. Provide acoustical sealant where indicated on plans. All sealants to be painted shall be latex and specifically labeled "paintable'. SPECIALTIES 10.01 Mirrors,Bath Accessories (including towel bars, robe hooks, toilet paper holders, medicine cabinets, and tooth brush holders). ' 10.02 Mailboxes -to meet postal requirements. ' 10.03 Provide low sones Bath Fans in each unit. ' Page 11 of 13 Outline Specification-03/10/2017 River Rock Residences&Retail and River Rock Townhouses- Salem,D1A Khalsa Design Inc. 17 Ivaloo St.Suite 400 Somerville,MA 02143 10.04 Intercom system with camera. EQUIPMENT 11.01 Cabinetry - Unit allowance of$10,000 per unit to cover labor, material, for all kitchen cabinetry & countertops including base and wall cabinets, built-ins, niches, accents, crown, moldings, posts and desks, etc. 11.02 Appliances - $4,000/unit allowance for all appliances, specialized installation, taxes, delivery, etc. Includes: stove, dishwasher, 18 cu. ft. refrigerator, vent hood, (including venting and labor for installation of hood and associated ductwork for venting), clothes ' washer and dryer, and any other appliances that are indicated on plans. Appliance manufacturer to be GE or approved equal. All Appliances will be Energy Star labeled. FURNISHINGS 12.00 Section Not Used 1 13.00 Section Not Used SPECIAL CONSTRUCTION CONVEYING SYSTEMS ' 14.00 Applicable Codes: Comply with applicable building and elevator codes at the project site, including but not limited to the following: 1. ANSI A117.1, Buildings and Facilities, Providing Accessibility and Usability for Physically Handicapped People. 2. ADAAG, Americans with Disabilities Act Accessibility Guidelines. 3. ANSUNFPA 70, National Electrical Code. 4. ANSI/NFPA 80, Fire Doors and Windows. 5. ASME/ANSI A17.7, Safety Code for Elevators and Escalators. 6. ANSI/UL I OB, Fire Tests of Door Assemblies. 7. CAN/CSA C22.1, Canadian Electrical Code. t 8. CAN/CSA-B44, Safety Code for Elevators and Escalators. 9. EN 12016 (May 1998): "EMC Product Family Standards for lifts, escalators, and passenger conveyors Part 2—immunity" ' 10. Local Building Codes. All other local applicable codes. t 14.01 Manufacture to be Schindler or equal- Holeless hydraulic Elevator. Elevator to be sized to accommodate stretcher in horizontal position. ' Page 12 of13 Outline Specification—03/10/2017 River Rock Residences&Retail and River Rock Townhouses-Salem,MA 1 Khalsa Design Inc. 17 Ivaloo St. Suite 400 Somerville,MA 02143 MECHANICAL—PLUMBING 1 15.0 1 To be issued by Addendum. ! MECHANICAL—HVAC 15.10 To be issued by Addendum. 1 ELECTRICAL ! 16.01 To be issued by Addendum. ! * End of Specification ! 1 i 1 1 1 1 1 1 1 Page 13 of 13 Outline Specification—03/10/2017 River Rock Residences& Retail and River Rock Townhouses-Salem,MA i Khal a Design Inc. 17 lvaloo St.Suite 400 Somerville, MA 02143 1 RIVER ROCK RESIDENCES & RETAIL 1 RIVER ROCK TOWNHOUSES i70-82 BOSTON STREET & 13 GOODHUE STREET, SALEM, MASSACHUSETTS Exterior Materials Sample Board 1 iMl'IA:CIADgNG PAIWA(IIEEN i 1 CERTMNTEEO hint.':,nabii E 1 1 WIN FRAMES CNAFMp BLACK 1 f 1'.I , RT 1 CoLoNi LRED SMIC CABTSTONE BANDINti 1 i 1 . i rKhalsa Design Inc. 17 lvaloo St. Suite 400 Somerville,MA 02143 r r r r r EXTERIOR LIGHT FIXTURE SPECIFICATIONS r (REFER TO PHOTOMETRIC PLAN C-6 & ELECTRICAL LIGHTING PLANS FOR LOCATIONS) r r r r r r r r r r r r03/10/2017 River Rock Residences&Retail and River Rock Townhouses-Salem,MA �TYPEA & B S DESCRIPTION treetworks The m of tradi ire o al a outdoor luminaire displays the old-fashioned charm of traditional area lighting,enhancing any setting with distinctive styling.As a decorative luminaire,the Traditionaire LED tastefully complemr nts the architectural and environmental design of parks �77 and roadways.The high-lumen downlight configuration uses Eaton"s patented LightBAR technology to deliver uniform and efficient m7 illumination to pedestrian and roadway applications. SPECIFICATION FEATURES Construction light control,an optional house- maintain greater than 9E%lumen Hinged(stainless steel hinge pins) side shield accessory can be field maintenance at 60,000 hours per ' die-cast a uminum housing and or factory installed.The house-side IESNA TM-21. cover with cupola.3G vibration shield is designed to seamlessly tested to ensure strength of integrate with the SL2 or SL3 Mounting - �r construction and longevity in optics. Self-aligning pole-top fitter for 3" application. O.D.pole tops or vertical tenons. Electrical Square headed 1-1/4"polymer Optics LED drivers mount to die-cast coated mounting bolts with a lock Choice of six patented,high- aluminum back housing for optimal nut. efficiency AccuLED Optic'" heat sinking,operation efficacy, ' technology manufactured from and prolonged life.Standard Finish injection-molded acrylic.Optics drivers feature electronic universal Cast components finished in a are precisely designed to shape voltage(120-277V 50/60Hz).347V super durable black TGIC polyester the light output,maximizing 60Hz or 480V 60Hz operation, powder coat paint,2.5 nil nominal UTLD efficiency and application spacing. greater than 0.9 power factor,less thickness for superior protection TRADITIONAIRE Accu LED Optic technology,creates than 20%harmonic distortion,and against fade and wear.Optional consistert distributions with the is suitable for operation in-40'C colors include:bronze,grey and LED DOW N LI G HT scalability to meet customized to 40°C ambient environments. white.RAL and custom color application requirements.Offered All fixtures are shipped standard matches available. Standard in 4000K(+/-275K)CCT with 10kV110kA common- 1 -3 LightBARs and minimum 70 CHI.Optional and differential-mode surge Warranty 3000K CCT,5000K CCT and 5700K protection.LightBARs feature Five-year warranty. Solid State LED CCT.For the ultimate levol of spill an IP66 enclosure rating and DECORATIVE POST TOP LUMINAIRE DIMENSIONS OPTIONAL BIRD CONE ' 4'1102mmI f 3^176mml JI 6'1152mm1 30-3 4" petmml i- 6'1203mm1 Do- CERTIFICATIONSquare 17'1432mm1 DATA UL/ • -- LM79/ Usted 3314-195mm1 3G Vibration /LMan Compliant """"" ""' -" -""" 3G Vibration Rated IP86 LightBARs 17",2(432mm1 1419mm IS0 9001 ' 1 Out-ptional Decorative ENERGY DATA Ladder Rest Electronic LED Driver >0.9 Power Factor <20%Total Harmonic Distortion 120-277V/50&60Hz,347V/60Hr, 490VIWHz -40°C Minimum Temperature 40-C Ambient Temperature Rating EPA ERective Projected Area:(Sq.Ft.) 2.3 SHIPPING DATA Approximate Net Weight: ' 37 Im.117 kgsJ E:T•NTD516009EN T 2015-10-1419:04i07 P,:wer iig 9usrcs Warl9eJe POWER AND LUMENS (STANDARD CONFIGURATION - NO LENSES OR BIRD CONE( LUMEN MAINTENANCE UTLD Tfl ADITIO NAIRE LED DOWNLIGHT ' LED LighteARS E01 E02 E03 FO7 F02 F03 Ambiem 25�W0 50,000 60,000 1Hours Theoretical L70 Temperature Hoare' Huun• Hours' Hours (Roan) Number of LED, 21 LEDs 21 LEDs 21 LEDs 7 LEDs 7 LEDs 7 LEDs PowerlWanegel 25 52 75 26 55 76 25'C >99% >97% >96% >93% >450,000 Current @ 120V(A) 0.21 0.43 0.63 0.22 0.46 0 65 40°C 998°% >97% >96% >92% >425,000 50°C >9795 >96% >95% >91% >QO'000 Careen @ 277V(A) 0.01 0.19 027 0.09 020 028 •Per IESNA TW21 data. Optias I Lumens 2,678 5,356 8,033 2,211 4,421 6.632 101 T2 I 100 BUG flatinq 1-0.1 2-0-2 2-0-2 1-0-1 2-0-2 2-0-2 Lumens 2,695 5,391 8,086 2,225 4,450 6.676 = 99 T3 98 BUG Rating 1-0-1 2-0-2 303 1-0.1 2-0-2 2-0-2 iE Lumens 2,637 5,274 7,9tt 2,177 4,354 6.531 n 91 T4 c 96 BUG Rating i-ll-1 1-0-2 i-0-2 t-0.1 1-0.2 1-0-2 qcq Lumens 2,046 5,292 7,93] 2,t84 4,358 6.552 I E 95 SL2 I f g4 BUG Rating 1-0-1 1-0.2 3-0-2 t-0-1 1.0-1 2-0-2 E Lumens 2,629 5,258 7,886 2,170 4,340 6,510 93 J SL3 gp BUG Rating 1-0.1 1-0-2 2-0-2 1-0.1 1-0-1 1 -0-2 ' Lumens 2,815 5,630 8."1 2,324 4,648 6.972 91 SMO BUG Rating 2-0-1 3-0-1 34-2 2-0-1 3-0-1 3-0-1 9aa 10 20 30 40 60 60 70 80 90 100 SWO Lumens 2.825 5,651 8,476 2,333 4,665 6,997 I Hours(Thousands) 25°C- 40'C- 50°C- BUG Rating 2-0-1 3-0-1 3-0-2 24)-1 3-0-1 3-0-2 I LUMEN MULTIPLIER Ambient Lumen Multiplier Temperature to°C 1.02 ' 15°C 1.01 25°C TOO 4a°C 0.99 ' 50°C 0.96 ORDERING INFORMATION Sample Number:UTLD-103-LE0-D-U-TT4N7 ' Product Family Number of UghtBARs 1 s Source Type Driver Voltage Distribution UTLD=Tratlitionaire^r E01-0)21 LED LighlBAR I LED=Solid State E=Non-Dimming U=Universal It 20-2TN) T2=Type 11 LED Downlight E02=(2)21 LED UghtBARs Light Emitting D=Dimming° 8=480V T3=Type III E03=0 21 LED LightBARs Diodes 9=347V SL2=Type II w/Spill Control 1`01=01 7 LED Ligh1BAR SL3=Type III w/Spill Control F02=(2)7 LED LightBARs SMQType V Square Medium F03=(317 LED LightBARs 5WQ=Type V Square Wide Options(Add as Suffix) Accessories(Order Separately) 4=NEMA Pholocontrol Receptacle TAIBK=Decorative Ladder Rest for Field Installation 4N7=NEMA 7-PIN Twistlock Pholocontrol Receptacles OA1222=10kV Surge Replacement Module W-20'#10 Leads LB/RSS-21=Field Installed House Side Shield for"E"LightBARs sw S=Snap Latches for Tool-less Light Replacement LB/HSS-07=Field Installed House Side Shield for"F'LightBARs°` U=ULICSA Listed J=Factory Installed Ladder Rest 7030=70 CRI 13000K CCT° 7050=70 CH I/5000K CCT° 70N-70 CRt 15700K CCT• 8030=80 CRI 13000K CCT r 2L=Two Qn,me I A=Retractive Lens Panels LCF-LighlBAR Cover Plate Matches Housing Finish BC-Bird Cone a HSS=Factory Installed House Side Shield s AP-Grey BZ=Bronze ' WH=White NOTES' 1.21 LEA LlginHAR driven at 350mA.7 LLD Llah,BAR driven et lA 2.Lndla d 400 K CCT i and aommei 7e CHI 3.Must tabouty 4N7 option. 4,Only to,use with 490V Wyo syamms.Par NEC.nor for ua,wish"bemoaned systeme,impedance grounded systems or comer grounded systems Icom men y known as Three Phase Tbree Wire Dells,Three Phase Rr9h Lea ' Delta end Three Phase Corner Grounded Delta systemsi G . Only available with dimming drivers 6.Consult wi to,lead times and lumen mullipller. Z LOw.level ourpul vanes by be,caunL Consult to.,flan.,,.two or more L,gh1BARe S Lens oaten and had cone can not ba ordered .,.he, S.Only for use with SL2 and SL3 dktributions, ' 10,One required for each J0118AR. ' Ee 4 aon 'Ni9nway at 5wm _ PeaChvee Lny GA 30269 Spec,6cxes and TD516o09EN P'M on 86-4900 dm i"nasns mha m ie Powenng B."e"Woddvnde wwweambdomil,hung dianae.1va,notice 2015-10-1419:04:07 CB9R - Contemporary Concrete Bollard - 9" Round TYPE C • Available in 3000K,4000K and 5000K CCT • Integral prewired Dallas[module • Body and call:are composed of precast concrete reinforced • Electrical module Is silicone gasketed for weather tight with an intemal cage structure Of steel Operations Grills are cast aluminum with stainless steel hardware a Color of grills feature TGIC polyester powder coat finish with Inner lens is sealed to the grill frame choice of 13 standard colors 7 i 1.BOLLARD 2.LAMP/BALLAST 3.FINISH 4.GRILL COLOR 5.OPTIONS 6.MOUNTING CB9R ' TYPE OAH GRILL TOPSTYLEI CR9 R ' 1.80LLARD 5. OPTIONS SPECIFICATIONS OAH(m:hes) GRILL TOPSTYLE WT(Ibs.) RBC(A single gangiumlion box.cast in place.wealherprgolcover CONCRETE BODY AND CAP C69R 24 CUTOFF FLAT 120 Only Consult factory for location/ The body and caps are composed of precast CB9R 36 CUTOFF FLAT 140 concrete reinforced with an Internal cage structure CB9R 42 CUTOFF FLAT 160 Colored Concrete(Based on Davis colors For custom colorand of steel.The concrete bodies are one-piece CB9R 24 CUTOFF DOME 120 aggregate customer mustprowdeaggregale sand and cotonal CB9R 3E CUTOFF DOME 140 3',75 gs with a minimum wall lace wens of 3'L75mm All threaded Inserts are welded to the CB9R 42 CUTOFF DOME 160 steel reinforcing cage and cast in place The base 6. MOUNTING plate for anchoring is 1/4'hot dipped galvanized EXT(External mounting/ steel 2. LAMP/BALLAST Note Internal mounting not available with C99R GRILL Grills shall be cast aluminum minimum wall ' 120-277VAC(50/60Hz)Input thickness of 250 inches All castings shall be 27LED-WW 28 watts IES Type 5,3000K CCT pure aluminum#356 alloy.free of any foreign 27LED-NW 28watls.IESType5.4000KCCT material or porosity Grills shall have cast-m- 271.ED-RW 28 walls,IFS Type 5,5000K CCT place.integral mounting lugs for attachment to ' the concrete base The inner lens shall be sealed to the grill frame.C89 shall have a lightly diffused DR acrylic lens CB12 and CB18 models shall 3. CONCRETE FINISH have an opal acrylic lens The grill assembly shall MSB(Medium sa - , linish) have a silicone gasket on the top and bottom for ' AGR(Exposed ag4ris;.c: weather tight operation.Recessed stainless sleet screws may be loosened for service access. CUTOFF Models with cutoff grill provide IES cutoff t4.COLOR classification meaning less than 2.5%of light is Standard Colo- emitted above 90'horizontal WH Arctic White ELECTRICAL MODULE BL Black The electrical module consists of the ballast BLT Matte Bliko module and lamp housing All housing parts IDS Dark B(dnle are aluminum with stainless steel hardware The DGN Dark Gren ballast module is prewved on an aluminum strap TT Titanium The to the underside of the lamp housing. The electrical module is silicone gasketed for ' vi Weathered Bronze weather light operation. MDB Bronze Metallic VBU Verde B✓•ie CRT Cotten IMAL Matte AFimnlym MG Medium Stay AGN Anh'queGreen LG Light Gdy Premium Color ---r ShammcN -= Saltanl Pepper SEM Seaman See next page ' WCP Weathered Copper FAIL RN 41ignt Color CUSTOM Cuelom Color ' JOB TYPE ' ARCHITECTURAL AREA LIGHTING NOTES rehitectural 17760 Rowland Street I City of Industry I CA 91746 P 626 968 5666 1 F 626 369.2695 1 www.aal.nel irealighting Copynght©2014 December 2016 11 30 AM 1 CB9R - Contemporary Concrete Bollard - 9'' Round T'=F FINISH DIMENSIONS Concrete surface finish s natural concrete with a medium sandblast etch or exposed aggregate Medium sandblast finish includes a clear anti-vandal sealer Grill finish consists of a five stage pretreatment regimen with a polymer pniner sealer.oven dry off and top coated with a thermoset super-GIC polyester powder coat _ Lmsh The finish shall meet the AAMA 605.2 performance TYPICAL specifica0on which includes passing a 3000 hour salt spray test for corrosion,es,slance CERTIFICATION All bollards shall be listed with ETL for outdoor,wet location _ ' use.UL1598 and Canadian CSA Sid C22.2 no.2501 $ a OAH aPbf4'I�fYP I'4lflqfiN�''?EHY92"thFYtlYN9'tti'Rf�4'S'W'�R'L� C Download FLAT DOME htm/Iwww hchhallhnhtino cnm/resources/warrantvl conduit by others. grow under base. V3/75mX/75. m External Mounting w� ' u• CB9R CO 27LED WW WATTAGE 325 LUMEN OUTPUT.519 EFFICACY.160 Lm/W Big U2 G1 UPLIGHT5.0% FORWARD LIGHT LUMEN / \ OOWNLIGHT95% FL 30" 0.5% 3 FM 60' 221% 114 _ FH 80" 19.3% 100 FVH go' 5.6% 29 { - BACKLIGHT P ,lua BL 30' O5�'° 3 BM 60' 22-1% 114 1� as BH 89" 19.3% 100 o.a ' BVH 9W 56% 29 o.t UPLIGHT \ UL 100" 3.9% 20 UH 180 11% 6 3.5'MOUNTING HEIGHT " IES files can be found at w w.aaLnef 1 1 1 ARCHITECTURAL AREA LIGHTING BrChItCCtU1'8� 17760 Rowland Street I City of industry I CA 91748 P 626.968 5666 I F 626 369.2695 1 www aal net arealighting Copyright©2014 December 5,2016 11 30 AM 1 2 1 � r I �� rlV3E COMV4SS CUSO DBN ee. TYPE FW3E CUSO Series C MPA Slim LED AC/Emergency Outdoor Light r 11 DESCRIPTION The CUSO Series is an architectural, low-profile outdoor light, offering "normally On" AC and emergency lighting , r with powerful LED illumination. The housing is fully sealed and gasketed, and has an IP65 rating. Designed for wall mountirg with universal K/O pattern in back-plate for easy r installation to most standard size junction boxes. Includes a single 1/2" NPT conduit entry in the top, center of the housing. Illumination provided by 8 high power LEDs r which achieve 1,600 lumens in AC and 600 lumens in emergency. LED color at 3000K. FEATURES • Includes self-diagnostic/self-test feature to monitor APPLICATION r proper operation The CUSO Series can be applied in areas that are • Quick installation susceptible to rain and severe moisture like parking • Universal 120-277VAC input, 60Hz. decks, and outdoor commercial applications to meet all . Includes long-life 7.2V Nickel Cadmium battery for UL r Path of Egress requirements. recognized 90 minute operation COMPLIANCES • Full re-charge within 24 hours UL924 Listed for Wet Location • Provided with water-proof test switch and AC-On r NFPA 101 and NFPA 70 indicator OSHA • Includes photo-sensor and Passive Infra-Red sensor DLC Listed for normally-on operation r • O°C to 50oC Standard Model, -25°C to 50oC with WARRANTY optional heater 5 year full unit warranty • UL924 and Wet Location Listed rINPUT POWER REQUIREMENTS Max. Max.with heater r 120VAC,60Hz 17W 32W 277VAC,60 Hz 17W 32W rORDERING GUIDE Catalog Number Description r CL SO DB Outdoor AC/EM,3000K,Dark Bronze CUSO DB-H Outdoor AC/EM,3000K,Dark Bronze with Heater CUSO BK Outdoor AC/EM,3000K,Black r CUSO BK-H Outdoor AC/EM,3000K,Black with Heater CL SO WH Outdoor AC/EM,3000K,White CUSO WH-H Outdoor AC/EM,3000K,White With Heater rDIMENSIONS r Single Carton Weight:4.0 lbs. Master Carton Quantity:6 each r weB.www compassllghHngprpBec6.cpm•Tech Support.IB661-31g-0909 Hye E" 701 MHlelnmm Blvd.•Greenville.SC 29607 U SA HUBBELL 0 2016 H1 bbell Ughting,Inc.,All Higher Hinened Lighting Spe(illcalbn6 Bubiecl to change wIIAON notice.•Pnntod in U S.A. 683879_CUM_CUSO_SPEC 16 09116 10E MODERN FORMS NSW1616-GWDUAUIE UEO1FpI5 PHANTOM - model:WS-W1 6 (TYPE FWSE LED Outdoor Sconce Luminiare r MODERN FORMS A WAC LR4HTINR 10M .v — h Fixture Type: Catalog Number: Project: Location: ��- 6 WC W1611 wsW1616 W�W1621 PRODUCT DESCRIPTION A highly polished,stylish appearance with sharp curb appeal,this stunning family of distinctive mitered glass columns exhibits a shallow depth and clean, architectural look.Constructed in bronze powder coated aluminum or marine grade stainless steel and completely sealed for waterside locations in luxury residential and commercial environments. FEATURES SPECIFICATIONS • ADA compliant,low profile design Construction:BZfinish-Aluminum,55 finish-316 marine grade Stainless Steel. • Wet location listed,IP65 Mitered white silk screened glass. • SS-316 mar ne grade,stainless steel construction Power:Integral transformer in canopy.120V input. • Mitered white silk screened glass • Integral transformer in canopy Light Source:High output LED. • 277V option available Dimming:Dims to 10%with an electronic low voltage(ELV)dimmer. • Replaceable LED module • 60,000 hour rated life Mounting:Mounts directly to junction box. • ColorTemp:30001K Finish:Bronze(BZ),Graphite(GM.Natural Stainless Steel(SS). CRI:90 Standards:ETL,cETL,ADA,Wet location„IP65 ORDERNUMBER REPLACEMENT GLASS U of LED Photometric Model Fixture Description Model Height Watt LEDs Lumens Lumens Finish RPL-GLA-1611-01 WS-W1611 11 BZ RPL-GLA-1616-01 WS-WI616 Outside Glass WS-W16 16 GH RPL-GLA-1621-01 WS-WI621 RPL-GLA-1611-02 WS-W1611 ' — RPL-GLA-1616-02 WS-W1616 Inside Glass JWS-W1611 —= RPL•GLA-1621-02 WS-W1621 _ ' Example:WS-W1611-SS For 277V special order,add an"F"before the finish:WS-W 1611 F-SS ' modernforms.com Headquarters/Eastern Distribution Center Central Distribution Center Western Distribution Center Phone(800)526.2588 44 Harbor Park Drive 1600 Distribution Ct 1750 Archibald Avenue ' Fax (800)526.2585 Port Washington,NY 11050 Lithia Springs,GA 30122 Ontario,CA 91760 WAC Lighting retains the right to modify the design ofourproducts at anytime as part of the company's car tinuous improvementprogram. AUG2015 DUAL LITE a UFO-LED series LED Emergency Battery Pack (Catalog Number FEATURES (Comments Application The UFO LED series battery pack inverter unit is designed to work in tandem with an AC ballast to power an LED luminaire in the event of interruations or failures,eliminating the need to install additional emergency lighting units.The UFO-LED will operate the LED luminaire at full lumen output continuously for 90 minutes during an input power interruption.It can be used with normally-on,normally-off, or switched luminaires. Construction The UFO-LED enclosure and cover are constructed of heavy 22 gauge .:.. _ ' steel with a white paint finish.The unit contains a solid state charger with automatic transfer circuit, LED charge indicator light,and a high temperature Nickel-Cadmium battery. • Installation Remote test Switch Milt The UFO-LED does not affect normal fixture operation and may be charging indicator included used with a switched or unswitched fixture.If a switched fixture is used an unsw tched AC power supply must also be connected to the UFO- LED, and must be fed from the same branch circuit as the fixture's AC ballast. For remote installation,the UFO-LED may be installed up to 250 feet from the fixture. ' Illumination UFO-LED provides full lumen output during emergency illumination for a minimum of 90 minutes. Compliances ACCESSORIES CORDER SEPARATELY) UL 924 Damp Location Listed NFPA 101 (Life Safety Code) SPRTS Remote Test Switch/Charge NFPA 70(National Electrical Code) Indicator Module" 'Fits single-gang box Warranty 'Comes standard:addmoral may be ordered 5 Years Full Warranty ORDERING GUIDE UFO—LED 25 Series CaT 25 VA/Watts 111.13E1_- HUBBELL Lighting UAL LITE UFO-LED series LED Emergency Battery Pack ECIFICATIONS eration Upon failure of normal power,the UFO-LED instantly begins providing emergency power to the connected lighting load fora minimum of 90 sutes.The power being provided directly to the LED driver is 120 or 277 VAC 60 Hz.A solid-state low voltage disconnect circuit protects Inverter battery from severe damage by deep discharge during prolonged power failures.When normal power is restored,the UFO-LED nomatically returns to charge mode.The battery capacity is fully restored in 24 hours. Remote test switch with charging indicator is included. 11andard Features Include DIMENSIONS an be used with switched or unswitched lighting fixture emote test switch and LED charging indicator is included • Maintenance-free Nickel-Cadmium battery UFO-LED25 1rovldes 90 minutes of full lumen emergency lighting u[o Select 120/277 VAC, 60Hz operation 2m • Battery case made of heavy 22-gauge steel v.x � crating45' (3eo 113T) re Range � 0 45°C(32'to 113°F) ze• 20 VA/W onlyfor 45'C-50'C (113'F-122'F) I71cmI D Luminaire Compatibility' 16.6. lal.2cm1 Brand Product Series Model Maximum Luminaire Input Power(W) Remote test switch with charging indicator D2LED (Single-gang box by others.) A2LED Prescolite Architekor D4LED3 25 -� _ z.75 y � mm) (5m (70 l D4LED4 (Smm) D6LED3 L14LEDA F1;" rua'^ Ma escolite LiteBox 13.5 0 L66LEDA LF4LED5 4.55" LF6LED5 r� GaaaGWGIaoKAroa uGn (116mm) LF8LED5 1 O lescolite Litelcrame LF4SQLED5 24 ¢®-_ - _ - _- _ _ - ___ _ .-_ _-o LF6SQLEDS 6LCLED5 6LCLED6 I Progress LED Recess P8 P8071080 13.5 e LR6 T11oo l models 14 belips Fortimo 18.5 the above list is not all inclusive and only represents products tested by ual-Cite at the time of printing. latalog Input/Output Input Max.Load VAIW Weight Lamp Number Voltage Wattage (Unity Power PF) (lb) Type UFO- Au_o Select ED25 120 or 277VAC, 9.5 Watts 25 5 LED 60Hz Web www.d ual-lice cc in•Tech support.I8661-313-3909 701 V diffunmm Blvd •Gieenvllla SC 29607 U GA fight 0 Dual LIV a civncion of Hubbell Lignttng,Inc.All Rights Reserved ,,, , HU 313ELL i icalions subject to change wdhout notice.•Punted in U-S.A.•0603555 3114 Lighting LNC2 cat.k HLBBELL ® HUBBELL SERIES IJob (Type Outdoor Lighting �W6E Approvals SPECIFICATIONS PRODUCT(MAGE(S) Intended Use: Lumen Maintenance: .� rsdca¢ss The compact LED LNC2 is designed for perimeter L96 at 60,000hrs(Projected per IESNA TM-21-11), rep illumination for safety,security and identity.This corn- see table on page 2 for all values pact fixture has no uplight and is neighbor friendly Installation: with typical mounting heights up to 15ft Units are Quick-mount adapter provides easy installation supplied with an acrylic diffuser accessary that can to wall or to recessed junction loxes(4"square be used for lower LED brightness near budding entrances or other pedestrian areas.Units have pro- Ailen-Mfunction box).Gasket seal and secured by two tedlve polyester finish for long lasting appearance. Designed f r di ecfasteners far tamper resistance. Designed for direct j-haz mourn or conduit feed in Construction: single SKU.Conduit feed not available with BBU L4C2-12LU LNC2-16LU Decorative the-cast aluminum housing protects com- ponents and provides an archaectural appearance. Control: ally conducts LED heat to optimlz - Butt e per- Controls: :ng life.Powder paint finish provides Butt ptMocentrol far dusk tn dawn energy savings idubilny in aut000r environments • Occupancy sensor options available for complete on/off and dimming control(includes factory Electrical: installed back box) • 120V-277V universal voltage 50/60Hz 0.1 OV Egress(includes factory installed back box): dimming drivers • Battery back-up Option-12L configuration only With diffuser Battery Back-up or Senaor-See Page 2,3 • 347V and 480V dimmable driver option In 12L •Provides 1 to minimum over 1 O'x I Q at 1 l' DIMENSIONS configuration mounting height(exceeds NEC requirement)• Electronic drivers:One In 5L,7L,9L and 12L units •1,546 Initial lumens in battery mode A — E Two drivers in 1 BL units • Meets UL924 9D minute discharge schedule r [A • MinimU n operating temperature is 4UG/-40'F •-20'C to 30C operating temperature I I •Driver RoHS and IP66 Listings: o • DLC Qualif ied E •Drivers lave greater than:90 power factor (<YPes III and M Consult DLC ' and less than 20 i Total Harmonic Distortion webslte for details: httD:/Avww.desionlilhts.Orc/QPL L LEDs)CCT: • Listed to UL 1598 for use In wet locations,40-C • 3000K CCT nominal—90 CRI,4000K CCT ambient environments nominal—70 CRI,50GDK CCT nominal—70 CRI ' • configurations available Warranty: With Battery Back-up 5,7,9,12 and 18 LED confi D Five year limited warranty(for more information or senses see page 2 for electrical and photometric details visit tine'.Hwww.huhbelloutdwr.coMrf wrces/warranty/ • IES Progress Award Winner-2013 A B C D E Weight I BBU Optical: • Building Operating Management 2014 Type II,Al and IV distributions with zero upllght;In- 6.25" 1.6" 10.25" 5.6" 10.25" 7.0/15.D lbs. dlvidual FMMA acrylic lenses for wide lateral throw, Top Products Award-LN02-18LU 758.7 ram 40:2 ram 260.4 ram 142.2 ram 260.4 ram 3.2/6:8 kp maximum control and etfiaency;Acrylic diffuser Included where reduced LED brightness Is desired SHIPPING INFORMATION CERTIFICATIONS/LISTINGS (4�•. Imo,(/ Ml -tall 143(e5) 145(37) 114(M 8.405) 2 r.' V D$ yyYl•UU IIY �lV� 9WOK BnO W011M1GCi90NY ILINCZ-laLl 14.8(6.71 14.81381 114 t29) 84121.5) 2 ORDERING INFORMATION—ORDERING EXAMPLE:LNC2-12LU-5K 3-1 .dnuea� � • r r r � i• r LNC2 LNC2 5L 5 LEDs �U 120V-277V 3K2 3000K nominal L 2a ype II tore PC' Photocontrol 7L 7 LEDs 1 120V 80 CRI 2 Black (Must specify inch- 3 Type III viduai voltage) 9L 9 LEDs 2 208V 4K 4000K nominal 3 Gray �,, 70 CRI 4 Type IV BBU Integral battery for 72La 12 LEDs 3. 240V 4 White 121-only(must specify SK 5000K nominal 120V or 277V voltage 18L 18 LEDs 4 277V 67 CRI 5 Platinum in voltage category) 121.5 12 LEDs, 5 480V rated far-20'C to 30'C 480V (12L only) AM Amber(590 pm SCP'4a Programmable motion 12Lf 12 LEDs, F 347V available far Turtle control,factory default Friendly"/observatory 347V (12L Only) applicators 350 m4 is 10No light output Battery all only available an 12L mol oat available for Canada (12I ona versials) 'Doea nct beauty for DLC 'replace U with 1 for 120V or 4 for 277V for 12L war BBU Muet ader minimum or one remote central to program dimming settings,0-10V fully adjustable dimming An alramale dai wl0rdon and different time delay earnings,12OV-277V only PC option rot applicable,included m server 'BBU an]motion server oplre;cannot be mmbeed Spicily voltage for PC option 120.277V only HUBBELL Hubbell Outdoor Lighting•701 Millennium Boulevard•Greenville,SC 29607•Phone:864-678-1000 ® outdoor Lighting Due to our continued efforts to improve our products,Product speellcalons are sublet:to change without notice. ®2016HUBBELLOInD00NLIGNTING,NIPoghts Neserved•Por mare iniannation vlsl our webslte.www.bubbellouWaar.com • Printedin USA LAHEDULINU-SPEC 12116 r REPLACEMENT PART/ACCESSORIES CATALOG 93044013 rosted comfort shield,improves uniformity with only 5%lumen reduction ISCP-REMOTE' Remote control for SCP option.Order at least one Der project to program and control fixtures 1 IBB-GEO-XX Back box with 4-1/2"threaded conduit holes,XX=specify finish,eg.Dark Bronze-DB 1 ILNC2-SCBB-XX Surface Conduit Box,XX=finish,must order GEO-BB-XX for proper assembly(see page 3) 1 'Must rum minimum of one remote control to program dimming emerge,0 10V fully adjuetpble dimming with autos copyright calibration and different 8me delay settings.120V or 277V only PHOTOMETRICS Without acrylic diffuser *1E1 lNC2-12W-i IES sa 4 rz'° Is r PERFORMANCE DATA I5K inI'IK nominal,70 CRI) 4K(05OOK nominal,70 CRI) 3K(?300K nominal,:1 IIST t , IL Sit ' 2 1.132 88.5 1.077 81 883 68 5 13W I 3 1.132 87 1,077 83 833 64 I 4 1.146 88 1.053 81 849 65 1 2 1.515 89 1.369 80.5 1.272 75 1 7 17W 1 3 1.500 88 1.539 90.5 1,392 82 1 4 1.557 91.5 1,535 90 1 425 84 1 STD. I 2 2.069 94 2.033 92 f588 72 1 9 (700mA) 22W 1 3 2.024 92 1.989 90 1,623 74 4 2,095 95 2.059 93.5 1.690 76 2 2.869 102.5 2.465 88 2,G47 73 1 r 12 28w 1 3 2.868 102.5 2.662 95 2,160 77 1 4 716 97 2.715 97 2.104 75 1 2 166 97.5 3.631 85 3.304 77 1 18 42.7w 1 3 4.106 96 3.806 89 3.128 73 1 1 4 3.995 93.5 3,998 93.5 3.122 73 1 wmen values are from photometric tests performed in accordance with IFSNA LM-79-08.tots 15;WaIdered to be represeniaiwe at the cra igurahons shown.Actual perlarmance may diner as a result of end-user environment and application.LNC2-12L barely made produces 1.546Indial lumens.Meets UU24 90 minute discharge paHem. PROJECTED LUMEN MAINTENANCE LUM/NAIREAMB/ENT TEMPERATURE FACTOR(LATE) r OPERATING HOURS 1' 1 , l I F 1.02 1 I11 IIII .I I'll Il lit 4 10°G 50°F 1.01 0°C 68 F 1.00 r25°C/77°F 1.00 0.98 0.97 0.96 0.95 >791,000 1 25C 77'F 1.00 I 40°C/104°F 0.99 0.98 I 0.96 0.96 0.94 >635,000 I I 30'C 86 F 1.00 1 Projected per IESNATM-21-11-michia 2198.700mA,WeTS,IOODDhrs1 1 40'D 104'F 0.99 Data references the extrapolated performance projections for the 1NC42LU-5K base model in a 40°C Use these factmsto determine related lumen output for average emblem am coup,based on 10,000 hours of LED testing per IESNA LM-80-08. temperatures from 0-40°C(32-104°H, TLECTRICA(DATA MOTION SENSOR OPTION t, r stI,.1:111 r.l VULIA I: CURRENT V51EIII In ' #Of LEDS 71 izu 8 18 I 9 120 0.183 I 22 I r 277 0.09 2 .1 1 120 0.24 28.9 I STD.(700MA) 277 0.10 27.7 I 12 1 347 0.10 33.7 I Sensor offers greater control and energy savings with SCP program- 1 480 0.06 28.9 1 mable sensor with adjustable delay and dimming levels(Factory default I 120 0.35 defaultis l0%) 18 277 0.15 41.5 r 18 Amber 120 2.68 32.5 for c htto://www.hn information p.cam/solutions/controls/ for control application infonnatlon I HUBBELL Hubbell Outdoor Lighting•701 Millennium Boulevard•Greenville,SC 29607•Phone:864-678-1000 O Outdoor Lighting Due to our continued efforts to improve our products,product specifications are subject to change without n el ce. ®2016 HUBBELL OUTDOOR LIGHTING,All Rights Roperi•For more information vast our websife'.www.hubbelloutdoor.corn • Primed In USA MEDgmC2-SPEC 1&16 LNC2-BATTERY BACK VP i ' Side View 3/4View li snare:g�� LEngi!'. 16 1 15- ... Wiriln 112 68' 1 wdm length 16' 15' i Witlth 48' 24' Lengm 1 1 wmm ' Provides Life Safety Code average illuminance of 1.0 ic.Assumes open space with no obstructions and mounting height of 11' Diagrams for i,Wstration purposes only,Tease consult factory for application layout. 1 LNC2-SC66-XX SURFACE CONDUIT BACK PLATE A0 To Wall a 9 AM 1 LNC2 FIXTURE LNC2-SCBB-XX BB-GEO-XX LNC2-SCBB-XX and BB-GEO-XX SHOWN ATTACHED TO FIXTURE i i 1 HUBBELL Hubbell Outdoor Lighting•701 Millennium Boulevard•Greenville,SC 29607•Phone:864-678-1000 1 Outdoor Lighting Due to our continued efforts to improve our products,product specifications are subject to Charge without notice ®2016 HUBBELL OUmOOR LIGHTING,All Book Reserved•For more Information visit our wetisite.www.huhhelloutdoor.ewn •Printed in USA LANENBLNC24PEC Me lount Vernon Collection Protect Name Location Mount Vernon 1 Light LED Outdoor Wall Light - Type, TYPE LW2 Z °ry Comments 090ZLED (Olde Bronze) Ordering Information Product ID 97090ZLED Finish Olde Bronze ' Available Finishes BK,OZ,OZ Collection Mount Vernon Collection ' Dimensions Extension 10.25" Height from center of Wall 7.25" opening Base Backplate 4.50X 6.25 Weight 5.70 LBS n Photometrics Kelvin Temperature 2700K ' Color Rendering Index_ 80 Specifications Material _ Brass Glass Descrution Clear Seeded Electrical Dimmable Yes Dimensions This LED is compatible with Hilt 19.50" most standard incandescent 9.50" dimmers. LED dimmers, and Dimmable Notes electronic low voltage ' dimmers.For more information,go to K ichler.co mid im ming. Voltage 120V Qualifications Safety Rated Wet ' Title 24 Yes Expected Life Span 20000 Hours Warranty www.kichier.com/warranty Primary Lamping Light Source LED Lamp Included Integrated Number of Lights/LEDs 1 Delivered Lumens 525 Delivered Efficacy 75 Max or Nominal Watt 150W M1,°I,I,r Not" K I C H L E R r a I JaIIC load .-y o tled a suhleG to change w shoal not ce I c I BOA l - de yc yr yn=al values.vM1>r n.easurea u�tl>r 058 Or Drh' d"eF[om - dins 1i Incantlscenl Egmvalenl The mcan&scenl equivalent as ➢,eaenled IS a,l nUUln%Inlalfi n hill ber a nd I a FOr lel2renLe nhd, count Vernon Collection Project Name Location Mount Vernon 1 Light LED Outdoor Wall Light - Type Z oty Comments'. 090ZLED ;Olde Bronze) Dimming Yes �ternate Lamps Lamp Included Bulb Listing Light Source Max Wattage/Range Bulb Product ID Dimming No Alternate INCA 60W 4071CLR 1 �I '1'°r "°te= wnh s K I C H L ER ..n pmvded e ubpa is ohanNe eut noime