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SECTION 106
Section 106- 2013 T y ft* Y JERSAL® UNV-12113 MADE IN USA (/Q�\SUSTAINABLE WKRELyO1EO FORESTRY CONIFNF IO% 1 INITIATIVE OTCONSY: cemren Finer Seurtlnp wxw.sfipro%mmorg SFI-011tti 40xe"Ir4w, �i/�/a'2 4eirr,61 idfah;�, c ampid givea4we DEVAL L. PATRICK e"JJadI,/MLi eJLLlL00aaCdP O2'JOB GLEN SHOR GOVERNOR SECRETARY,ADMINISTRATION (697) 727-40.50 & FINANCE ac: (697) 7275,?0 CAROLE CORNELISON COMMISSIONER REUE November 19, 2013 N Nov 2 o 2313 Jessica Herbert, Chair Salem Historical Commission DEPT.OF PLANNING& 120 Washington Street COMMUNITY DEVELOPMiEN Salem, MA 01970 Re: Salem Probate and Family Court Renovation/Addition Comments on Design Review 30% Package (MHC#32308) Dear Ms. Herbert: Thank you for your letter of October 3, 2013 offering Salem Historical Commission (SHC)comments on the 30%design package for the Salem Probate and Family Court renovation and addition project. In response to the comments received, enclosed are the following: - Existing conditions site plan with an overlay of the proposed rear addition. - Detailed floor plans showing the proposed use of the rear addition as well as the rest of the floors. Note the mechanicals located on Level 00, Drawing Number Al-10 and on the Roof Plan, Drawing Number Al-06. In response to your query about the ornate metal lamps flanking the front stairs,these lights will be restored in perfect detail and left in-place. DCAMM appreciates the offer of a three dimensional Sketch Up file of the Probate and Family Court building. We would like to have a copy of the file. Please send it to the attention of Ann Schiro or myself at your convenience. We will be in touch soon to schedule the next plan presentation in Salem. Please call if you have any questions regarding the attached. Sincerely, Carol C. Meeker Deputy General Counsel Cc: Brandee Loughlin, MHC ell I _ gAbntl WdhvlN•�aMMYvue Office of Planning..; Design and Construction _.. .. .. . .. .. . . _.. .. . ., . .. .McCormack Building - .... .. . .. One Ashburton Place : Boston MA 02108. .. .. - -' 6177274050 - . ... , , .. . _. www.masss:govkam � r N� ... Project Name. r/ L ISALEM w , PROBATE & \ 1 C \ m — 9 I FAMILY COURT .. ., s - DCAMM Project Number. _. .. TRC 1209 oj Project Location 36 FEDERAL STREET SALEM,MA 01970 . I \ / \_w NEWM;—',=EXISTING LU a 'ADDITION BUILDINGo l �.w d� - I j ai Pooled&en;r PERRY OEPN ROGERS PMTNERS 1T/MILNSTREET SOSTON,M M109 wE I T6174z301 w / eerz4zema _ JI I. LL w.,.Perrreean com .. a. ., 1 x O O \✓ Onpaallnue one fll V OCTOBER 18,2013 - I- Revisions . Na. De-0— :.Dab., ... (--,-�SITEPLAN _ Dr-9 Numloe, ITE PLAN A0.0 2 v 3 3.8 4 5 6 7 8 9 10 it 12 13 14 15 i6 17 RAN LEGEND - orvevcaxn wswT°aEunw ,. A.... Office of Planning Design and Construction I - McCormack Building One Ashburton Place r'7_ r 1 11 Boston MA 02108 617 727 4050 w.vw.masss.gov/cam - I I I I I I I I ~ t ® r I I III Project Name:It ' - -- -- -- - SALEM PROBATE & �- — --— - - FAMILY COURT i I I I I �� - Li T DProjectCAMM Number I RC 12 9C1 - ® ®nom ss°I •�`� "r' nn }. Project Eo 36 FEDERALAL STREET MP ® "I SALEM,L MA 0Ila..° pnnI�.�,° I „-•,� I I 018' M� 11M V sm ROGERSP TNERS 1'/i MILK STREET T.6174230100 6 7 M 2274 I I I I I I - I L— ,�� a Imo° ®� �� �...® ..�..® I "� I I�a.� I "'m'® w -. •w,M�, _. ,w,� a„ E . ® LIJ t_J I ..a. 1__j t N I I I I I I I I I I- ° ,a ------- Q - ----- E d�nE I I: w� A 13 J!4 ond.•n..°.om. OCTOBER 17,2017 -III III-III =III III II II III III 1=11 -III III III-I -—-—-- -Oj Revisionsm° Da.. I rI I I III II I I=11 I-III III III-I �.°,a wpMENo ' ' II-III III=III- III-III III=III- H11=111-I I-I 4 R=1T_I-1 -I I-I I I I I I III-III=11I=1II_ � III-III-III-III' I I I I�I I I=11 I=111=11 . I I-III-III=1I�I H I I I I I I Irlllillllilllli111 u1iIITIIiIIIlTlr - n,� II�II�II�III n=T l I�ITII�IIII�II�I � �I I I Illi III VIII-TTI Ill-III=III IIII a '-------------- ----- ---- ------ -- — -- — I I I Ran Nzme: �, LEVEL 00 & I I I UB-BASEMENT o,.wv.c Nawe.r. SUB-BASEMENT PLAN 0 LEVEL�Y�` H� "' X00 O6n O 10 11 12 13 14 15 16 117 PLAN NQ 7 Y Y 7d /1 Office of Planning Design and Construction McCormack Building - One Ashburton Place I. i — - Boston MA 02108 4�... O 617 727 4050 I O as ® wvnv.masss.9ov/cam f { X �S: � AI ... ® ®."'` j JJ Project Name: ®� -- -- -- E- — — — u SALEM ^® PROBATE & �- FAMILY COURT _ opo DCAMM Project Number ®�� TRC 1209 DC7 ®u � I p�er. ® ® — 36 Project EDE STREET T - �� SALEM, MA 01970 S FYI FH XI I,alecl NCMhci PERRY DEAN ROGEES PARTNERS 1]]MIl EMEET BOSTON,M EO l8 _ m anmIM F. IX 2V4 _.- P �.nw.oerrva.ao.wn, 6 VE- ` �� "I i v 1- ® I „ I kms®' ® i I I � I III } OnVnel luue Deis 1 , j OCTOBER 17,2013 . Revisions D. iF I. 11 l I I n,.Neme — LEVEL 01 Dmn16NI..E 1 OLeBVEL 01 PLAN 1 Al -01 l 1 2 3 3.8 4 5 6 78 1 91 10 11 12 13 14 15 16 17 PP��GE ow.^ omma.^dm.nvea.emwMe... 1 m =A ,.� ,.• O •.• o^ o.a.^ Office of Planning Design and Construction I. McCormack Building One Ashburton Place Boston MA 02108 617 727 4050 v .masss.gov/cam III r L1 _ - ---- - --0 I l�G Project Name: r la SALEM u® O — - — — -— PROBATE& µ® t. �I P -�- -- FAMILY COURT I I DCAMM Project Number Ll } TRC 7209 DC1 Project Location I I I I , � 76 FEDERAL STREET SALEM,MA 01970 D -- - g PEMJLKFTN REG PAR,NERS �� - - III --- - - } _ ���✓Jy�— �J r.e,z4 "l 109 s,�4Mm4 E. .w.,.o.rrvm.^nom MUEmori lam_/ . .:. r r A P 4 j 10 I ® ,..may At,wa�gar — -- q------ - ----–-–---- onq^.Il.,� OCTOBER 17,20i3 Revisions.. y. - Na. De—'- Dale I I I I I I I I I na^Nam^ I I I LEVEL 01M I I I I I tea+^^B NumLer Or LEVEL0IMPLAN Al .0(_////�� 5 6 n 10 11 12 13 14 .' 15 16 17 o�" EP " tMcCormack NLEGENDlanning onstructionl_ _ — — -- - - -- Building rton Place A 02108 00 r l ; I 6177274050 iI I I I I I ® _ � wvvr.masss.gov/cam LII—..------_"—O I I aowa aee I r - -- - ' I °'Pa^• j -r. Cl Project Name: I.mao ® I -- — -- -- — I _I SALEM ® - PROBATE & P - - - - - - - I -- "O FAMILY COURT 'i - I. ne�wpAisa+p.;mao �i I ------- _. T D. Number m ber TRC 1209 C7 Project ce 36 FEDERAL SALEM,MA 01970e1 -17 1(4`/)1 - j ((y�)y F .. ® TT _m�.,� ® i ' 'rR./%) 'O e _ _ P/I MIIN—E-EF6PPRTNEIiS w ES wc '� BOMN,MA02108 lOF' 11 (0 T:ai <ie�7a t r� i i a.i i I 1 ,.w 401h = .. n - --O IIm - - -- O �. - — - -- - - -� A — o,lpaauaaoe oma r , - OCTOBER 17,2017 Revisions III I! I r II ' I I I i � Plan Name' LEVEL 02 ' I I I I I O oLEVEL 02 PLAN A1 -03 3.8 t9 ) 5 tti ) 10 11 12 13 14 .' 15 16 1� e��rts - _ Y m>�. A ..,�.� P�eNFw'rEO,c vurt .Li a rtwToesuew OIIOffice of Planning Design and Construction McCormack Building ' One Ashburton Place Boston MA 02108 617 727 4050 l - wwa.masss.gov/cam Project Name: . lai` <.pffe 11 I— - -—- - - — —.. O - SALEM I I I I I I — —� — — PROBATE& F — — —_ --—_ .. _— FAMILY COURT I I I I I I l I I E -` umber DCAMM Protect N TRC 1208 DC1 Project Location 36 FEDERAL STREET �. SALEM,MA 01970 - �-— f NOR OC --.--- _— _ _ _ _ _ _ _—_ Praienarnlnn BOSTONMA 02109 ! III x PERRYOEAN ROGERSPMTNERS f77 MIl STREET IO , mvw T fill iZ1.0100 '.I 1 F.817 0520o e— eTel. .com rt,aLL ^ B I I I I I I I I I I I I I I I I .O - - -' --�- --- --- -—-—-—- .. —__ -- ---------O`K J on-rteue.�e o .' OCTOBER 1 7,2013 — Revisions t1 INo. oe.oePuo� Done W. i 1 -�- --- --------- - i . Ran Name I I II -- LEVEL 02M I I I I I orm,.+�a NomCer: O LEVEL 02M PIAN Al -04 1 2 3 3.8 4 15 . ,16 LEGEND D5 6 12 13 14 17 E--T- o.ew:nOoffiM�ce s : of Planning Design and Construction i j McCormack Building ' One AoMA 0n Place dlrBoston MA 02108 .'. = - _ 617727 4050 - �.masss.gov/cam- f Al [II gOOiL L"6fY III N® IEE owes. a i, G _ .. � I I I � I I I i �� Project Name: ' j — G.-- -- — SALEM ' _ I I I PROBATE & m F — — I I = ,a LI -- — I ' I FrI - FAMILY COURT D MM TRC 1209 Project Number Project Location 36 FEDERAL STREET } c SALEM,MA 01970 ROOFIEVEL"C' N ' / LxM ISEEDwGS.AI-21I C j M1—EL -A.ar�e�. !�� j P,ol.a P.oeh.a PERRY DEAN ROGERS PARTNERS { 1T/MIuR STREET BOSTON,M402119 lO, R T 6174 3.01M ° F 81742.2224 I I I I ISI 2 �. 4 - t � _ fi V_I I K - ona�•IIss�e Dale . III III OCTOBER 17,2013 --_ O RevlsD—I 1 —-—-—-—- - J No. oeK�w- I L - �� LEVEL 03 -ATTIC w ,, D,kno1 N�mea,: o LEVEL 03 PLAN Al -05 1 1.5 2 3 4 5 5.2 6 7 O 9 10 11 12 13 14 15 - _ Once of Planning 1 1 1 Design and Construction McCormack Building I , One Ashburton Place _ Boston MA 02108 617 727 4050 . 1 1. v+ww'masss.gov/cam —� 1 I 1 1 1 I I I 1 I 1 I 1 ROOFLW L elr cn Project Name: y SALEM v T - aro PROBATE & FAMILY COURT -4-7—-l— DCAMM Project Number TRC 1209 DC1 Project Location 36 FEDERAL STREET II � SALEM,MA 01970 r-- ' I uF,NRROOF LEVEL"A'S55laaauuu uOO u I„c TOA[aVM L. - - i„Yae„ nlrzla 1 - - pu, O PERRDEAN ROGERS PARTNERS tr,luEM1 sfiF�c�W.Ss 1 BOSTON,MA 02109 S T. 1].423.01,' i F. 1]4262Z14 T — — — , tle,ncom O 1 1 I I L_—J—_—I_—_1_ ROOF LEVEL Hu niWFOME�.^BUW�w 1 IE I Gn9��al leave Dae �� -_-- NOV.15,2013(50%DD) 1 . — —�--I— —-— — — Revisions o—nreo„ oa,E I I - I %an Name ROOF PLAN o� 12 _. 14 O t5 t6 RODFPLAN Al 7 7 7 17 FLP LEGEND i I I I I I I I Office of Planning Design and Construction I I I I r I I I McCormack Building _ ""'- -.. __-'-' One Ashburton Place } Basten MA 02108 6177274050 JI �.masss.gov/ram I I I IF ! --- -O _ I _ I Protect Name: MEWI � ro SALEM _ PROBATE & Ip _ , �--- - - - _— -- -- - FAMILY COURT I V I I I I E I o- DCAMM Project Number ¢ II TRC 1209 DC1 - Project Location 36 FEDERAL STREET •I °'° '_. SALEM,MA 01970 o o jos o s I --- - - - o -4- I -- ---- II I -- J LL11 I17 r { P-b PmledNO.. O .iwi '.. � - - - - P�RVL�EOGERS PPRTNERS 1 M I ET _p B BOSTON ,MA 02109 1 T.61743.0100 F 617426.II74 m .E I I I odyoaua.o.G.m i i IIS I I I I -P r- OCTOBER 17,2013 I , I Revisions nsm� we a1- - I- - _---_---_ ( H { h 1-fl- I - --------- - 7 III I N.m. T — _ LEVEL 00 RCP - o,��9 Numeev OLEVEL OORCP Al -10 OS 6 7 I I RLP LEGEND Office of Planning iEl—, Design and Construction - I— McCormack Building One Ashburton Place I I I I c� •.- Boston MA 02106 t 617 727 4050 _ - j v .masss.gov/cam i I I I I i I C , r_ - ------0 1 i — — — — -- I Project Name:. ' SALEM 1 f . ---- -- — _ 0� PROBATE & o-— — — } — — -- FAMILY COURT DCAMM Project'Number c TRC 1209 C I I I Project Location 7 I� 3 FEDERAL STREET i' a, SALEM MA 01970 : 1 l4 I 'gro wwsrm s xa O Ti v t iProja Nc�irevt PERRY OEPN ROGERGPPRiNERG I 1 I I � r I "I 1P Mll%9lREET BOSNN,MA 02'i09 c�acaeu ua, 1 TF.s,s,Z4nam 1 1 ® 0 ,,� 7< i P -- - - _ A - — I '� p,, K on9mal..ae D.m � I OCTOBER 77 2073 i I i � _--—_---- Revisions N.. oe.mPo.n Dere III � I PI.n Name' LEVEL 01 RCP I I i I I Droving NumNr LEVELOIRCP a Al -11 . i 3.8 i 4 ) ' S '/6o � � O 10 71 12 13 14 15 i6 77 Q t AI offiPlanning Construction ck Building urton Place MA 0210861MA 0 1 vMNv,masss.gov/cam I I I I I I I I I _— ----------� _—�— -- --- ------ --- � - _� _ " *amu Project Name: � — — -� SALEM PROBATE & FAMILY COURT DCAMM_ - - - TRC 1209 Project Number tl I '" Project Location I 36 FEDERAL STREET ® SALEM,MA 01970 Ll 11 - - _�_� 0 -__ _ '- Pmlan NCN�M t s 177 � - PERRYOEPREET SPPRINERS % �1 l BOSTONoamx 09R T-TWI 1 T 6174 30100 I I T 1 - -I--1- -I--- - ------o - _ _ _ _—_—O OCTOBER 17 2013 —_—-- - -—_—_ ------ Revisions I I I I I III III { ry--- Man Nam,: _ LEVEL 01M RCP I I I I I LEVEL01MR ir 11Al -12 3.8 t4 ) 610 11 12 13 14 15 16 ill 7 a m >om+a.x wwMe .A=M EE—, Office of Planning - Design and Construction - McCormack Building - One Ashburton Place Boston MA 02108 j 6177274050 I I I I I I I II I I 1°' vmw.masss.gov/cam I I I I I II I I I I I I VIII 1�1 � � O — I �1 w I i I I I Project Name: I I � .i I SALEM PROBATE & m. I FAMILY COURT •'® I I I I I I , o-- — t - DGI DCAMM Project Number m» aProject Location ®° ED i. 36 FEDERAL STREET SALEM MA_ — —_ ', ,p � 01970 � _ po- 1 II vZ 511i D \ua f 11 I 11111. — I PERRY DEAN ROGERS PARTNERS I 'I ° I 1]]MIIH STREET T.81]4230140 , J SII • a � I _ I .- _�1.'.-_ • Ffi1].4Zfi.Z2]4 I � I ..'. I 1'I I � I ��I � `I _ I _ __ I{ w.w•.tt,NEean mm '. 1 I I I i 111 ' 1 I I II 0 I -0 � I P 0-- - -- III ✓� 1 1 ,. „ LEE onp�allvoe on. OCTOBER 17,2019 —� } —_—_—_—_ �J Revisions No oeseapfian wm � ; I f , I 1 ( 1 %an Name LEVEL 02 RCP 0LEVEL02RCP tea. A1 .1.3 - - • l<) l s) 3.8 4 ) , ' ) 6 ( I ) i tl / O9 10 11 12 13 14 7 5 - i 6 ill - - 7 7 Y 7 Y Yo.ao,mo�o�lmwT+.�a�ww ; RCP u_cErvo L_ Office of Planning Design and Construction - McCormack Building - One Ashburton Place I Boston MA 02108 6177274050 www.masss.gov/cam I I I li i I I I I I p il'l I I I I I II I I I I I II I� ' ---� -� - . ---- I ---------� II I I I I I I i I I I ' 11 —O N Project Name: . SALEM ®� --1-- -1----- - --- ---� PROBATE & �- ---- -- - - I FAMILY COURT AIL _—_—�_._�_—_—_ _—_.-0 T DCAMM Project Number TRC 1209 DC1 Project Location 36 FEDERAL STREET SALEM,MA 01970 —LL --—-—-— ! � I I 1.. PERRY OEAN ROGER6 PARlNER6 BOSTON,MA 62109 - I I I xxvi.PeTytl an mm —R— —I — j III I G I I I I I ( E9— ---- I I I I I I I f I I I I I I I I I II I I I I I' I I,i ononen.:�e III 'i I I I OCTOBER 77,2013 —I_-- ____—_ Revisions No i I I I I I I f P.n Ntme LEVEL 02M RCP OLEVEL62M RCP mss' A1 -14' fi 7 8 1 9 I 10 11 12 13 14 15 16 17 0n1tl0nd4""'a''e"" °""""'" - Y ,. Office of Planning r O Design and Construction I. I McCormack Building One Ashburton Place Oslo 61 MA 02106 617 7274050 vavvv.masss.gov/tam '. I I I I I I I END i_______ — IW I I I I 'a— P-- f N Project Name: ® -- --'I - --I SALEM I I I PROBATE & FAMILY COURT E E7 TDCAMM TRC 1209 C1rDect Number ®m" ••••® P61f® I ®"c Project 36 FEDERALERAL STREET O co {I SALEM,MA 01970 - Eff _ , PM 93I..I P,oleci MMIM PERRY DEMI ROGERSPARTNERS o I", 11 UOSTREET c $ — ❑ 1 BOSTON,77 M402108 F.5t7"/.42S all P I n. rt. - - - ---- ie I NTRI ILL- I I . OCTOBER 17 2013 Revisions Nooesvneuon D. 1. S ®� I I PIa.N...' / a f.lry [Eo "[FE rec LEVEL 00 ' FURNITURE PLA oj� O LEV 111UMITUREPL4N'' ' 9-00 2 3 3 6 4 O O 1 n O9 10 11 12 13 4 15"117 °Mm"Office o ceof Planning rc �—•� —r.Y I , I I I- I I, �I I I I r I I I Design and Construction McCormack Building - One Bo on MA 02108ce j 1 ®P T 617 727 4050 1 III O ® w .masss.gov/cam I I I I 1 I O j .O O 1 Project Name' - .. 1 ® ® SALEM PROBATE & FAMILY COURT �• I .I I I I I pR®� AAMMI _ _ � � ""-"' - � DCAMM Project Number I I I ! --I I �®nj TRC 1209 DCi "® Project Location e ® ® ucm 36 FEDERAL STREET ® — SALEM,MA 01970 B 1� HIM i I I II MI I _ -- 11lun ®ITV "1 Pmletl NCM1XedE 1 ®uG 11 PERRV DHNQGERSPPRTNERS 177MUSTREET X t 1.f % ti E STON,W02199 j - O ®gam c � _ 1 T6 .4N 2 17 27 , 74 wmv.peflrytlean.cum v � p I I I I e m �® 1 M , I I t i I -- I IL Dnanal lSam Dam i OCTOBER 17,2013 f. Revisions II. Dmmann D. I I I I III I`I I � I F I I I I II �or I Man Name LEVEL 01 I IN-Ru-1 FURNITURE PLA I D-9Numcer 0 1 LEVEL01 FURNITURE PLAN^ A9-01 1 2 3 3.9 O4 5 6 7 8 O 10 11 12 13 14 15 16 17 °n10vndhpd""`"'°°"""b0�""' OOffice of Planning Design and Construction p McCormack Building One Ashburton Place -- -- Boston MA 02108 617 727 4050 . • w .masss.govl 1 T I I I I I I I I I I I I I I I I I I I I I I I I III I I ,I -L- -. I I I I I I I --- NE) 1 O I I Project NamemaT Am CA : W®G ®� ��� -- — — ---- SALEM 1——.p—_— — —� PROBATE.& F - —— —71: — FAMILY COURT r E al cas.un.0 a ,7 �"- - �-- _ ._.-,... •...•.' - - -41 _—_— __ -- - T DCAMM Project Number ®®® — �I u>® —® I �� TRC 1209 OC1 I� � Project Location 76 FEDERAL STREET SALEM,MA 07970 —O 5` PERRYOEPN® SUERS PARTNERS—I _ �� _ _ li•- ,I_ —� 1]]MIIXSTREET O eosroN,ua mrss , I ® L ` ----- ---------- — — —Freal0 i I �twv� =.yae - - - -- - --- -- O — K I I I I II OCTOBER 77,2077 r — —— ReviSN. Enamm ., name I I I Plzn Name -I,—alen.naa-..— LEVEL 01 M man..E. FURNITURE PLA I — orarnna N.msa.. 0 OLEVEL 0IMFURNITURE PLAN .' A9-02 1 2 3 3.8 4 5 6 7 6 O 10 11 12 13 14 15 16 O 1 Office of Planning it Design and Construction t McCormack BuildingI One Ashburton Place •I ^ Boston MA 02108 6177274050 J w .masss.gov/cam 1 Ll . I ---�- -�----- , --------- Project Name: W � _ SALEM Al.®R PROBATE& FAMILY COURT - • DCAMM Protect Number – O Project Location 36 FEDERAL STREET ® iT7 SALEM,MA 01970 ® _ � ® � ------- ---- If ih� ;I. I - PERRYO EAN ROGERS PPRTNERS 11<35lREET ® 1 mmluc JI 1 _ _____ ------- 'Al _ EOS NEMA 02IN - .611 F,r&nmm eree LJ �cerv� I � � �' I I i 1I 117 �IIF� r✓, i B - II -- •i_-- -_y _ - I I I I � M - - ---- — - { \/ I � � r 1 I - K ononallss�,one OCTOBER 17,2013 L' t — N, sins Na. o—Punn on, ffi I � rte - • . I ,I t —..,. PI.,Name _ - (MRNFURENIC) .. LEVEL 02 j FURNITURE PLA OLEVEL 02 FURNITURE PLAN° A9_03 ,F' �Acoxm Salem Historical Historical Commission 120 WASHINGTON.STREET,SALEM, MASSACHUSETTS 01970 September 19, 2013 (978)619-5685 FAX(978)740-0404 Ms. Meghan Bezio _ Architectural Historian EBI Consulting 21B Street Burlington, MA 01803 RE: Invitation to Comment- Addendum FA 12574920/MA3139S - Salem Common 27 Charter Street, Salem, Essex County, MA 01970 EBI project#61133374 Dear Ms. Bezio: The Salem Historical Commission has received and reviewed the addendum information it requested in a letter dated July 18, 2013. In accordance with the Section 106 permitting process, the Commission has reviewed the submitted drawings,project information, and addendum to determine whether the proposed project will have an adverse effect on the surrounding historic properties. The Commission requested additional information showing: 1) the colors and details for the proposed antennae and equipment, 2)renderings of the visual effects of the antennae from the adjacent public ways, 3) rendering showing how the proposed antennae and equipment will look against the skyline. The Commission believes that EBI Consulting misinterpreted this third item as a request to view a new design for the antennae, where antennae world be mounted above the roof rather than run along- side of the building. The Commission's intent was to see a closer view of the proposed rooftop structures against the skyline. The purpose of this request was to better understand the visual impact of the project on the adjacent historic resources and landscape. After reviewing the renderings, the Commission has found that the antennae mounted to the exterior wall of the 27 Charter Street building (as shown in the Proposed Conditions- Photo Location#1) and related equipment shelter will have an insignificant impact on the surrounding historic properties and historic landscape. spectfully submitted, / n .... EM HISTORICAL COMMISSION Jessica Herbert, Chair PROPOSED CONDITIONS EXISTING METRO PCS SCREENWALL 6 t PROPOSED AT&T ANTENNAS �g MOUNTED TO BUILDING ,. FACADE (TYP. OF 4 PER �.. SECTOR, TOTAL OF 12) , . . PAINTED TO MATCHAli a b� I ji 1� _ 1' II m'•.. •L PHOTO LOCATION # 1 SrrE TYPE: RT VIEWSOUTHWEST FROM HAWTHORNE BLVD DATE: 08/10/13 DATE OF PHOTO: 08/10/13 DRAWN BY: MA SCALE: N.T.S. SffE NO: MA3139S Pinnac_� SITE NAME: SALEM COMMON R� �- cls&t � i, e ADDRESS: 27 CHARTER STREET 80o MARSHALL PHELPS o, SALEM, MA 01970 550 COCHITUATE ROAD ROAD UNIT# 2A FRAMINGHAM, MA 01701 WINDSOR, CT 06095 ,a:i,l,issl-�+ u.A.MO ,.01888 1/5:19181 C/MINB�i Salem Historical Commissi®n 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 July 18, 2013 (978)619-5685 FAX(978)740-0404 Ms. Meghan Bezio Architectural Historian EBI Consulting 21B Street Burlington, MA 01803 RE: Invitation to Comment FA 12574920/ MA3139S - Salem Common 27 Charter Street, Salem, Essex County, MA 01970 EBI project#61133374 Dear Ms. Bezio: The Salem Historical Commission (Commission) appreciates the opportunity to comment on the proposed telecommunications facility installation at 27 Charter Street. In accordance with the Section 106 permitting process, the Commission has reviewed the submitted drawings and project information to determine whether the proposed project will have an adverse effect on the surrounding historic properties. There are several historic resources directly adjacent to the 27 Charter Street property. The most notable being the Pickman House and the Charter Street Cemetery. The Pickman House, located at 43 Charter Street, is 17`h century structure significant for being home to Benjamin Lynde, Jr., Judge and Chief Justice of the Massachusetts Bay Colony, and Michele Felice Come, a prominent marine artist credited with the introduction of the tomato to America. The Charter Street Cemetery, located at 51 Charter Street, is the oldest burial ground in Salem and was occupied before 1637. The property is in close proximity to several National Register districts: Peabody Essex Museum, Charter Street, and Salem Common. After reviewing the project plans, the Commission found that it does not have sufficient information to determine the impact of the telecommunications facility on the surrounding historic resources. The Commission respectfully requests the following information: • Details on the colors of the antennae and conduits and materials to be used to clad the proposed equipment housing Page 2 • Renderings of the visual effect of the antennae from the public ways of Charter Street, Liberty Street, and Hawthome Boulevard • Renderings of the visual effect of the antennae against the skyline We believe that this additional information should be provided as part of the Section 106 process in order to better understand the effect of the project on the nearby historic resources and neighborhood. Respectfully submitted, SALEM HISTORICAL COMMISSION Jessica Herbert, Chair -; 21 B Street EBI Consulting BTel: (781)MA 01800 Tel: 781 273-2500 Fax: (781)273-3311 environmental I engineering I due diligence w .ebiconsulting.com r July 3,2013 Salem Historical Commission c/o Ms. Natalie Lovett,Assistant Community Development Director Salem City Hall One Salem Green Salem, MA 01970 978-745-9595 nlovett a).salem.com Subject: Invitation to Comment FA 12574920/MA3139S-Salem Common 27 Charter Street, Salem, Essex County, MA 01970 EBI Project#61133374 Dear Ms. Lovett: Pursuant to Section 106 of the National Historic Preservation Act,the regulations promulgated thereunder and interagency agreements developed thereto, EBI Consulting, Inc. on behalf of AT&T Mobility, LLC provides this notice of a proposed telecommunications facility installation at the address listed above. EBI would like to inquire if you would be interested in commenting on this proposed project. Please refer to the attached project plans for complete details regarding this proposed project. Please note that we are requesting your review of the attached information as part of the Section 106 process only and not as part-of the local zoning process. We are only seeking comments related to the proposed project's potential effect to historic properties. Please submit your comments regarding the proposed project's potential effect on historic properties to EBI Consulting, to my attention at 21 B Street, Burlington, MA 01803 or contact me via telephone at the number listed below. Please reference the EBI project number. We would appreciate your comments as soon as possible within the next 30 days. Please do not hesitate to contact me if you have any questions or concerns about the proposed project. Respectfully Submitted, 4�v Ms. Meghan Bezio Architectural Historian - P: 781-572-0698 F: 617-715-6526 mbezio@ebiconsulting.com Attachment A- Figures, Drawings,and Maps ENVIROBUSINESS,INC.LOCATIONS I ATLANTA,GA ( BALTIMORE, MD BURLINGTON,MAI CHICAGO,IL CRANSTON,RI DALLAS,TX I DENVER,CO I EXETER,NH I HOUSTON,TX I LOS ANGELES,CA I NEW YORK,NY PHOENIX,AZ I PORTLAND,OR I SAN FRANCISCO,CA I SEATTLE.WA I YORK.PA a EBI C O N S U L T I N G //Crewing Value(oi Your Buslnns z'/ �' rsi•�� vVr,t! �4z, A'�/� � ���� �t8h % j 'SI` t - 114 \ g5 *\� .r ����'` rV•- 7 1 " 1 114 .fit-�k;�., CP 1 q_ 114 \/ 1\ /Abney 6 5 7- EX Legend >� Project Site Site Buffer at 250',500', 1000' and 1/2 mile Source:Selected data from ESRI,EBI and NWI Figure 1 - Site Location Map FA 12574920/MA3139S - Salem Common 27 Charter Street Salem, MA 01970 PN:61133374 0 500 1000 �feet "M EBI C o N 6 U 1. TIN G Crewing Value f.'Y..Business q� g 1 i ✓' � _ q t r t s� � v zl 1"0 KIM 5�,�+r "! ' y t - ki I.' iota • � � �t V�.'� • d t x '� r�� 3�# .7ri• e tC � +v's}`,�`° � y,� �'t � '� m .q'.:.. t � A E _� � r if + Y . '`�. ti,�. �r. a � r(t � '3 � • o T a v �a. o t e s Legend * Project Site �,: Site Buffer at 250',500', 1000' and 1/2 mile •r USGS 24k Quad:Salem,MA 1980 Source:Selected data from ESRI,EBI and USGS Figure 2 - USGS Quad Location Map FA 12574920/MA3139S - Salem Common A 27 Charter Street N' Salem, MA 01970 v PN:61133374 0 540 1000 feet at&t at&t �M�HA w�ol.l V Pinnacle zWireless Soo Mwx SPLAG`iH."I"T A.Ulike u COORS V MA3139S p Hudson©O SALEM COMMON N 27 CHARTER STREET SALEM,MA 01970 SITE TYPE: ROOFTOP k r 5I SHEET INDEX VICINITY MAP PROJECT DESCRIPTION SHEEr DESCRIPTION REV. I NOT TO SCBE 1X15 I$AN UNDAUNTED AND RESTRICTED ACCESS EOUIPMEM.WD WILL SPON FOR THE TWINSMISSION OF RASNO SIGNAL FOR THE PURPOSEGLUEMA 1�- i-I PSHEET I _ OF P` ENIONMING PUMC LEMS SERACE C-I 512 PIAN _ 2. THIS AGIWILL CONSUME NO VXREEDIERI EXVCENSED FfMMNEEq WlE ~ xNO NOTABLE WATER SUPPLY IS TO BE PR XIIDEO AT MS LCGTON, Z-I RIDGE PUN I 6, NO WASTE WATER WLL BE CENFFiIED AT THS LO... Z-2 ELEVATIONS I " �- "t 5. NO SOLID WASTE WILL BE CEREBRATED AT TINS LOCATED pI 9 l \ t R. AT&T MVENW NTCE CREW EXECEALLPIY ONE PWILL MME AN Z-3 ETNLS REVISION$ S ADDUCE OF ONE TRP PER MOMX AT ONE POOR PER MR. Z-6 DETNLS I OS/A/1J R9JN 1 05/tj/1].v TDR HT41mIxC t REV./ OAIE pESCRIP110N W]O.iM ammb< w A$SHOWN ' PROJECT INFORMATION: •-• PROPERET OWNER: SAIEN HUDSON.AUTHORITY Yk 227 CHARTER HE STREET I> MA3139S 'T - SALEM COMMON P➢Puf3Nr: ENEWS' COMEUR WIRELESS ICs.LLC 3 550 COCHRUAS RCD SHUTEGRON 13& I -2ND FLOOR rnwlNcww.MA 01101 x. O SHE ADDRESS: 2]ENLN.ERT OST Iv n t 91UM 2]CWWIER SrtiF£T COUNTr ESSEX SLLEM, AW 019)0 DPoV(NG DIHECfWNS IATINTS. N XZ 31' IR.D' N azSGl.NE GLEAM RT-30 W / COCHIIWTE RD TOWARD BURR S1 O] TERN BACK ON RI-30 E 5♦�E. LONGINDE'. W]D 53'265' W]0.890696' MI/ / C4.FARE RD OS NI/F R 1 RANP M. T FOR -90 EAST TOWARD .0'. 1/ -95 6J IN/AT EXT ZONING CVSSIFlGTON: CENTRIC DEVELOPMENT(BS) OM1.TAKE RPIIP RIGHT /AT EN NORTI TOWARD Wg RIGHT / PURTSMOVCO H W2SBAR MIA KEN➢LER TOILE SHEET ONTO DY/L N RS T,/AT IXR 2Sf TAKE RAMP RIGHT NR RT-1 14 VST 0.4 DO TURN L WEST ZONING JURISDILTON'. Cltt OF SALEM PUBOS./ 114 Si/OA MI/BGR G0FIGHTO OMO RTURIG/01 X/ TU 0.6 MI/TURN LER r0 STAY TX gGARDN / P DAUB Sr/ EMM T 2.1 ER) O.O MIL TURN RIGHT TO STAY ON iP%10 PARCEL NUMBER. ]5-0212-0 K-114/ OX III St (N U ]-ELEVENS N1 WASHINGTON MI/ TERN LER TO STAY ON U-114/ NORMAN 5T 1 A I/TURN AG ONTO WENTRALI ST$i. AND THEN 01 MI/AR TURN RIGHT ONTO R 'xFR NR ARCNOIECi/ENGINEER: HUDSON DESIGN GROUP� LLC FROM E OO NI/NEEP SIRNGHT ONES CENTRAL S!/CHARTER Si 0.1 MI/MRM AT 21 CHAPTER BUIL OSCCW STREET 5I,/ TIE VST INTERSECTON IS UFAYEIrE ST/ IF YOU REACH M-1A / PAWMORNE GOLD / OUT AND.20 ARK U SVIIE 3.90 WASHINGTON SO W.YOU .ONE TOO FAIR �— .M'DWER.IM OOBOS ARE, GENERAL NOTES: I. PLOT vtw WscD ON cm 01 SALEM TAX Mees. a lBEI I. VEPTVl WNM: NORM MIERICPN KRTGL OANN at &t SIZE SU EY Hes NOT BEEN CONDUCTED BY HUDSON DESIGN CROUP. LLC. OF 1988 FOR iHls PRO"I ALL SETBACKS SHOAND ON NIS PUN Is WED ON ABWE Z, HORIZONTAL WNM: NORM PNERIGN OANN OF 19fl1 REFERENCED OMWINGS. (Ne0 8}) WIND GOGHITUATA RAN 1, ALL SETBACKS ME SHOWN TO PROPOSED AT&T EQUIPMENT. 1. CONTROL POINT: UPNOE ,11' 18.1' .PA NIGNW.MA UIx01 LOTTENG, ]D 51'28.5' A PROPERTY OWNER: SLLEM HOUSING AUTHORITY / R]CHARTER SmBIT \C< SALEM,MA 019]0 PTE-EE1Cc yyx 5. WE NOMOER: PAUL A Wir MINK 'ggqy/y////W� ss /�a 6. SVE ADDRESS: 27 CINRIER STREET 'L I /�� jf'/'xA 35MM -I �_AA SALEM.NA 019]0 U LL IN V,WAR,OXIr1 u 1n4 3 � I I ]5-MI] WASW DSORS Cr OCW, ], MPULPHi: NEW 550 CLINGUWt WIRELESS PCS, LLC B� �- ss-uw SUITE 2ND 11 XCHeM, 01]01 ® u E55 X 5SR us �x I 'x A g v�sss e. INCRUIIEND CITY DF vuN Hudson mj q Gi/ V. Q� y,. 9. PARCEL NRFF: W-0372-0 O n�, Nm XBIDI 1 ]ebJA 10. DEED REFEPE CE: 8020-]9 PWI REFERENCE CITY OF SALEM TAX MAPS wun �ss UTw .Is-ax�' bzx9� x 1� lO 1 `�[ 'S Wss 12. ZONING CUSS FIWPOH: CENTRAL OEVELOPNENi(BS) /- A �/ b ZI 6 Y66-IN)6 IS. 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CN GRAPHIC SCAIF RIGHT YARD SETBACK 10' 10a'S 19 r7� PLOT PLAN /� J �� LEFT YARD SETBACK 10' t C H A R T E R S T R E E T NOTE: /88CIOR oo AN THE FOR THE TURES I 1 p OF]xE SUPPORT RTT C STRUCTURES TO EQUIPMENT THE PROPOSED EDV R TO SiW.L C DEIERNINED - fb COCNITNR RO+➢ PRIOR T°CDNSIRUCfIDN. ---- y —II —fO/ ---- y EXISTING ---� EPAWXCWN.W 01]01 aDIUNrvG� Pinnacle EXISTINC VENT Wireless (GOP) � OIPROP°R (a) BRING AT&TN 6 6 (R)SURGE REPRESSORS NWNRDON PROPOSED eW NuNniSnRcNlOoXMuRsE OT Os.aII EXISTING vErvr E ryO (TM) gPIN AND BETA SECTORS) iTl u I PRO T-\gikT aDURE atORLDN U Hu�dsonOO (m) ---- -- — - — - ---- --------C2.----- ----------- - ----� ... F EX"OF'ROOF row AGLESS ATCX l ^ EXISTING ME]RD PLS � PROPOSED \ llrll gNTTIQG METIO ,r-sRwb• 'j- AT&TEOUIPMFRT SHELTER SXEL]ER W SiFIl RIOPOSE°ATki DPS RNYE INTERIM YDUNIED 11 L P, s._P.t ro sHE<Tw s 1 A- ow OF] I ) ❑ EXISTING METRO PAS EQUIPMENT EXISTING CRnw N -(l / I � C C ( UIKEGIM 'I'� REVISIONS PROPOSED AT&T I PRdO5E0 STRUCTOAT&T ROOF E N FOR BOOR li �pp//[p/iEytp�OgpUNO COXOUI}5 fRDM IXN FR F]FCIRICgL RDON ON FlRS! 32'-9 (TC.) RWR PROPOSED AT&T ppRENµOAT&TQPPRQ%IM4iE LOCATION OF 05 .55B EUSnrvG$IPLNEo418 GENERATOfl°N SIEEI iINYE 71 ON$IFIDERSNRLV/ EXISTING GWDMD SKY UI.T pS SXOWN GWRDRNL � ——– ¢ _ _—_—_—_—_ _— —- __—_-__ _— _____Int—_.:_—_—..—_—_—_ _—_-- SCE NUBF EXISTING ELECTRICAL(2)PROPOSEEDSURGE AT&T(5)RRN'S& `� (Rj SURGE N PRFSSMS ////////��II�I��������\\\\\ PflWDSEO ATki -] MOUX(EI °N PROPOSES ® CIV/ GROUNDPOWERR/ELw/ SALEM]COM MON STEEL FR.wE ) w cRWxo coxaurls RroN fjNNA SERpy) IX FIRSEGING EFLOORICPL RWN ,! ON FIRST BOOR RCDM cN FlRSi FLDO�II O. ///EXISTING MFAST T-L Ti1WA �� - / 0°M ON FAST RQOR 1 I$'CS' $flE_�9f�. / P��yy 2J CINRIER STREET I / SCOPE TEE F1F]A. Al4 019]0 PflCPOSED AT&TµTEXWS NWNIFD RI \ __ _ _ E{n o RIGA E(IYP.OF 4 PER SLCTUR, []X P ROOF PLAN roiu OF IP)(PUNTED TO NATCN) ------ —_—_— .—_— ----- - -— __—.—_ _—_—_—_ PROPOSED AT&T(z)FRIER IND(a)DP PURER LINE$WIININ PROPOSED Cµ1£TI ROOF PLAN GRAPHIC SCALE xo x EGEA Z-1 BEGEDR lPP t NOTES.. GENERAL NOTES: I. PLOT PIAN BASED ON Cltt OF SALEM TAX MAPS. "q 2. SITE SURVEY HAS NOT BEEN CONDUCTED BY HUDSON DESIGN GROUP. LLC. '' VERTICAL DATUM: NORM AMERICAN VERTICAL DATUM at&t ,FOR THIS PROJECT. ALL SETBACKS SHOWN ON THIS PLAIN 15 BED ON ABOVE OF 1988 _ U`IX` 2. HORIZONTAL DATUM: NORTH AMERICAN DATUM Of 1903 REFERENCED DRAWINGS. (NAD 83) 550 NGHAM,COCHIMATEMA 0010 3. ALL SETBACKS ME SHOWN TO PROPOSED AT&T EQUIPMENT. 3. CONTROL POINT: LONGITUTITUUDE! a2' }1' i6.}' paquwGnux.MA 0001 LONGILUDE: >0 53' 26.5- 4, PROPERTY OWNER: SALEM HOUSING AUTHO DY 27 CHARTER STREET /. r JS 0115 SALEM, MA 01970 35 ] F,111 (110 Y % ( - 5. SITE NUMBERI MA31395 v it If'`v4 35-wlx �.y�L I o,W ��s_ _ 6. SIZE ADDRESS: 27 CHARTER STREET -LPH GC ]6-0212 �� 5- 0] ` wls M-040 SPLEM, MA 019]0 B00 MARSHALL PHELPS ROg01U UNT# u iL, WINDSOR,Li OE095 ]5-0],] 7. APPLICANT. NEW CINCUUfl WIRELESS PCS. LLC 5-0225 /I ]5-OJ01 SUI COCHITUATE ROM 3'y-03 \ s /5 A-o33x FRAAMINGHAM,TE 13 L TMA 017014 - SEE BOOR /\\is-0x13 / SZR -U.f x. y4 � 1�]s-ov1 flT�kAari��T 'D S. duR1s01cnarv: cm OF SALEM 8 1= \ ]5-OJ]0 9. PARCEL IF NUMBER: 35-0272-0 IV 1/ (0 wC' S-0y9 5-0x0 35-0]x9 10. DEED REFERENCE 6020-79 1 % ,5-0209 CU, ;/ys 03x // 3 11 `S1Y 0386 `/ ?S-OJ]5 11. PUN REFERENCE: CITY OF SALEM TAX MAWS /1 'fi 12. ZONING CLASSIFICATION: CENTRAL DEVELOPMENT (OS) ]5 0229\]5 0328 1 II.TIII \ u JS 0395\ /�JS 0]]6 _ I w Z I]. ALL A UNDERGROUND ROUS ND EAS PON WAS DEIIRMINE9 FRM >�N M' P�o \5 0294 SURFACE INVESOLAOCNS AND E%ISTNG PUNS OF IECIXiD.THE Y/k ]5 033] m 1- y \ 0 ]5-Q121\ ; JS-03A F' I B 02 W I �� REM PRIOR 91ALL LOCATE ALL UNOfRCRWNO UPLITFS.IN HE T, \ -03JJ a 5-0201 r11 \ -$J PRE-MS TO ANY SIZE WORK.CALL M S PRI NG TW ALL ]5 02 35-ono Oxm �\ 1�' G ]5 0169 PPEAVA ON N00RCAOCN II-HWRS PRIM i0 MY 4 > \ �i�//,J,�i� IE%LAVAPON ACONTT: 5-02]4 et71 / ]5 0316 'G\f-O - 5-0]33 DIG SAfE SYSIFM MA,ME.NN.RI.V1): I-0.96-]M-7233CALL BEFORE YOU DIGNA(GTJ'. I-0 9221-855 5-0509 _ \ \ 5-OM] H. PRMERLY UNF INFORMAPPY IS WYPILEO FRON ASSf5SOfl5 PUH1]5 08'2 0 ]50370 9 � ANO RECORD DOCUMENTS AND IS NOT i0 BE CORDRUEOAs HATINGA \ Xas _0J11 BEEN OBTAINED AS 1HE flESULT OF A FIEI➢BLUHOMYSURVEY,ANO/fOxs J7 04'S �;\ � IS SUBJECT TO CHANGE AS AN ACCURATE HEW SURVEY MAY 3Y DISCLUSE A BWNDMY SURVEY WAS NOT PERFORMED. UCENSED ENLINEER j ME ��g,S, �5-03x4 al o 1 Tom'§\fib I 15. BEARNG SYSTEM CL 1X15 PLAN IS BASED ON TRUE NORTH.TRUf p�� 5 CHPR 5-0619 ]5- I6Tx 1 Iy1 ]F<Ox90 NCN1H WAS ESTABU9iED FAW EY]SPNC PLAN RFSERENCE.I IS NOi Oze3 1 , \]\Y I INTENDED TO BE AN EXACT REPRESENTAMM OF TRUE NORTH. REVISIONS JS-O2a8 \�Ya J ( + \ \ t \ ]5-027 5- ]fi t 1- t\ "5nz°u"w D197DB oERe-\ RE �]5-0265 JS-0361 �1� 35-028) g�f \ 1A9 / 1-( `JS-0x69 ]sT266 (Jl �]5-0289 //^�\ � -azfia 3s-n260 (n� m 1 1 oy29/13 ISSUED FON IRNWTMc ,N \ LEGEND U-.RM 11 N 1�_w 1 '�✓ D CS/=/11 IssueD MR REWEw N 1 1 a5 PROPERTY LINE -SVBIECi PMLEI REV. ' DATE DESCRIPTION m 13.-D19% WPY m� __ __ PROPERTY LINE-ABUTTING EMCEE 1=1 i ER\NO 3 w1u9s AS sllawry 1 PUOVL R.O.W. w�N ar.. nN Sa-01921 ,a 0u7 1/ '\ xx-XxxE PARCEL 10 NUMBER SITENAME EXISTING BUILDING MA3139S \ ].-N41 � x-wax \ 1 � 1 —————— — zonwc msiNla BoonoANr }_ _ - -__ - -/ ______ _ SOD.PROPER 6 TB<X SALEM COMMON ,._Oa29 �_ dNl Ja-OM] _ \ p,/"nnnm, Ja-0aJ0 a ""TEN ZONING INFORMATION 9 % - 511F MGRFss: JURISDICTION: Cltt OF SALEM 27 CF ER STREET ZON HE DISH CT TYPE: CENTRAL DEYELCPMENT(85) �' M4 01970 DIMENSION REQUIREMENTS REQUIRED PROPOSED EQUIPMENT 7SITE MA%. ANTENNA HEIGHT 5 ABOVE ROOF 0'FRONT YARD SETBACK 1V 3'3 PLAN BACK YARD SETBACK 10' 4'2 PLOT i3N LftAPH ° A1F RIGHT YARD SETBACK 10' 104 E: 'T cNFFi N0, yyI' ®6 LEFT YARD SETBACK 10' 19 C H A R T E R S T R E E T — ALPS NOTE O � O / SB pOR AN ANALYSIS FOR THE CAPACITY1 Aw't ��CKI} OF THE E%ISTING STRUCTURES O Q .aS:I, - TO SUPPORT THE PROPOSED 550 COCHINATE ROAD EQUIPMENT SHALL BE DETERMINED PRIOR TO CONSTRUCTION. ...'.. •........... ......... - .. ......... _ .O ................ _.....-© FRAMINGHAM.MA 01701 ------ BUILDING p _ IFCIC54 EXISTING VENT — (LIP PROPOSED AT&T (5) RRH'S & (2) SURGE SUPRESSORS 800 MARCHAUL PHELPS ROAD VWT/ 2A \ 'MNDSOR C!Dfi095 I O MOUNTED ON PROPOSED BALLAST FRAME (TYP. OF EXISTING VENT (THP.) ALPHA AND BETA SECTORS) PROPOSED AT&T O ! Hudson DUNNAGE TO .,ca COLUMNS BELOW 40 EXISTING ROOF aCCE55 HATCHEXISTNG METRO RED _ PROPOSEDi ANTENNA (ttP_) 11'-5120'-0 ' AT&T EQUIPMENT SHELTER ON STEEL PROPOSED AThT GPS Y FRAME ) M'TENNA MOUNTED 5 2'E I TO SHELTER (TTP. OF 3) Y EXISTING METRO PCS EQUIPMENT EXISTING DRAIN O ON STEEL PLATFORM Ty iE\ Q�A fff ! LICENSED ENGINEER GATE Q '__ ", .____PENTNDusE I w1i i , IM� I I ) up i ® REVISIONS yf„ PROPOSED AT&T µ }L { I' 7 PO AT&T ROOF EQUIPMENT SHELTER PENEEMENETRKDON FOR ACCESS DOOR II f' POWER/TELCO/GROUND 1 a CONDUITS FROM EXISTING I ELECTRICAL ROOM ON FIRST 22'-B' (TYP.) III \P FLOOR POWER AND PROPOSED AT&T R 9 ;�yY PROPOSED AT&T J \\\\\\APPRO%IMaTE LOCATION Cr 1 Os/zs/u ssuc0 FOR v[aMrr nc 4'.8' GENERATOR TELCO CONCUR EXISTING SLACKED CLOSETS 0 05/n/u ssucD FOR RMLw ON STEEL FRAME `'I'P ' ON SLEEPERS I REV / DATE DESCRIPTOR PROPOSED EXISTING GUARDRAIL SKY LIGHT w�ufs AS SHOWN wr m. m II � amw n� w 51M DIANE PROPOSED AT&T (5) RRH'S 2 Z!l (0) SURGE NSUPRESSOPSOPOSED O ® PROPOSED AT&T MA3 39S MOUNTED ON PROPOSED POWER/TELCO/ CONDUEIS FROM STEEL GAM"SECCTOR) OF MISTING ELECTRICAL ROOM SALEM COMMON O ON FIRSTBOOR EXISTING ELECTRICAL 0�ROOM ON FIRST FL0 EXISTING .MECHANICAL 1I�S GAWA / /ROOM ON FIRST FLOOR 15'03' 27 CHARTER STREET REKTOR O n uv / SALEM, M4 01970 �.. - O o n 5_ELT TRUE PROPOSED AT&T ANTENNAS MOUNTED TOyi BUILDING FACADE (M. OF 4 PER SECTOR vm ROOF PLAN TOTAL OF 12) (PAINTED TO MATCH) PROPOSED AT&T (2) RBER AND (B) DC POWER LINES WITHIN PROPOSED CPRLE TRAY Sy[[T xg ROOF PLAN GRAPwc scALE pZ- 1 BETA SECIDOR 12V 1R0' 1 a �+. at&t 550 COCHIIUATE ROM at&t Ix FRPMINGHMI M401]01 � CXi �II1T1H(;�EJ ia53ss - B00 MA95NL PHELPS VNIi/ 2P WINDSOR.Ci O609fi095 MA3139S Z Huc3son ,ma SALEM COMMON N 27 CHARTER STREET SALEM, MA 01970 r SITE TYPE: ROOFTOP W SHEET INDEX VICINITY MAP PROJECT DESCRIPTION i SHEET DESCRIPTION REV. NOT TO SCNE I. THIS Is AN UNMANNEDAND RESTRICTED ACCESS EQUIPMENT AND WILL TR RE USED FOR THE TRANSMISSION OF RADIO SIGNAL FOR THE PURPOSE T-1 TIME SHEET 1 OF PROVIDING PUBLICIC CWILLSUELMSL N SERVICE ~p LE C-1 SHE PLAN 1 3 NOISPOTABILLE WATERSUPPLYIS OTO BEECOVERPRO ODEED AT NTHIS LOCATION, LICENSED ENGINEER DATE Z-1 ROOF PLAN NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. }4 fr 5. NO SOLID WAS1E WILL BE GENERATED AT THIS LOCATION. Z-2 El£VATIONS 1 6. ATXtT MNNTENANCE CREW (1YPICPLLY ONE PERSON) WILL MAKE AN REVISIONS 7-3 JUNIUS 1 b hi ': b AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER "SIT. Z-4 DETAILS 1 w n m d per, m � � � �' I W'/f9/1]ISSYEO fOH PEPNIIIIXG iY a os/zz/13 swc0 Fav Tenex fi 'N Rai DARE DESCRIPTION PROJECT INFORMATION: e 1 MU1 5 eDwN d PROPERTY OWNER: SALEM HOUSING AUTHORITY2CHARTER STREET ` . : ' MA31 39S SALEM. MA 01970 SALEM COMMON APPLICANT: NEW CINCUIFR WIRELESS PCS, LLC 550 GOCNITRATE ROAD T SUITE 13 k Il - 2ND FLOOR FRAMINGHAM, MA 01701 7 ' .*:` t,f 5e F i' .. a .. SIZE ADDRESS: 37 CHARIER STREET - 'M clSIR ADDRESSSALEM.EM. MA 01919]0 27 CHARIER STREET COUNTY ESSEX SAI-EM, M4 01970 LAUTUDE: N 42' 31- 16.3- N 42.521190 DRIVING DIRECTIONS S EE TIME LONGITUDE W 70 53 265 W >0.89069<' DEPART RT-30 , / CTAKE AM RI TOWARD BURR ST OW MI/ TURN BACK O6, RT-30 E / COCHIIUATE R0 0.] MI/ TAKE RAMP RIGHT FOR -90 FAST / POR MOUTH IT 26 6MI MK AT EXIT 20NING CLASSIFICATION: CENTRAL DEVELOPMENT (BS) 14, TAKE RAMP RICHT FOR EXIT NSA. TOWARD RIGHT / PM-114 EA NM WAR MI/ KEEP LER TLE SHE ET ONTO RT-12B N 2.5 MI/ AT EXIT 25A. TAKE RAMP RIGHT FOR M-114 EAST TOWARD SALEM / WEST ZONING JURISDICTION'. CITY OF SALEM PEABODY / LOWELL ST./ Ol MI/ BEAR RIGHT ONTO RT-114 / ANDOVER ST 0.4 MI/ TURN LER TO STAY ON RT-114 / PULASKI ST/ (CITGO ON THE CORNER) 0.1 MI/ TURN RIGHT TO STAY ON TAX ID PARCEL NUMBER: 35-0272-0 RT-114 / GARDNER ST (PASS 7-ELEVEN IN 1.6 MI) 2.1 MI/ TURN LER TO STAY ON RT-114 / NORMAN ST C2 MI/ TURN LER ONTO WASHINGTON ST. AND THEN IMMEDIATELY TURN RIGHT ONTO SHER"D. ARCHITECT/ENGINEER: HUDSON DESIGN GROUP, LLC FRONT ST 0.1 MI/ KEEP STRAIGHT ONTO CENTRAL ST / CHARTER ST 0.1 MI/ARRIVE AT 27 CHARTER 1600 OSGOOD STREET ST./ THE EAST INTERSECTION Is IAFAYETTE ST/ IF YOU REACH RT-IA / HAWTHORNE BLVD BUILDING 20 NORTH. SOME 3090 IT ANDOVER. MA 01945 WASHINGTON s0 W, YOU'VE CONE L00 FAR 21 B Street _ EB' Consulting Burlington, MAO 1803 ///���rrr Tel: (781) 2773-2500 Fax: (781)273-3311 A environmental engineering due diligence www.ebiconsulting.com August 22, 2013 Salem Historical Commission » "y0 c/o Ms.Jessica Herbert, ChairD Salem City Hall One Salem Green Salem, MAO 1970 Dpp 978-745-9595 �O&fm O�PLAne,VNG� NITy pL�'ELO;5y�7EM- Subject: Invitation to Comment-Addendum FA 12574920/MA3139S-Salem Common 27 Charter Street, Salem, Essex County, MA 01970 EBI Project#61133374 Dear Ms. Herbert Pursuant to Section 106 of the National Historic Preservation Act,the regulations promulgated thereunder and interagency agreements developed thereto, EBI Consulting, Inc. on behalf of AT&T Mobility, LLC provides this notice of a proposed telecommunications facility installation at the address listed above. In a letter to your office dated July 3, 2013, EBI Consulting requested your comment and provided details pertaining to a proposed project to be located at the above-referenced address. In a letter dated July 18, 2013, your office made a request to receive additional information about the project, including renderings of the visual effect of the proposed antenna installation from various public ways. Please find enclosed photographic simulations, provided by AT&T Mobility, LLC, showing the project as proposed and with the antennae against the skyline as you requested. Please note that the proposed facade mounted antennas will be painted to match the adjacent building materials while the rooftop equipment shelter will be designed to match the existing penthouse. Please submit your comments regarding the proposed project's potential effect on historic properties to EBI Consulting, to my attention at 21 B Street, Burlington, MA 01803 or contact me via telephone at the number listed below. Please reference the EBI project number. We would appreciate your comments as soon as possible within the next 30 days. Please do not hesitate to contact me if you have any questions or concerns about the proposed project. Respectfully Submitted, 4t� Ms. Meghan Bezio Architectural Historian P: 781-572-0698 F: 617-715-6526 mbezio@ebiconsulting.com Attachments—Salem Historical Commission Response&Viewshed Analysis ENVIROBUSINESS,INC.LOCATIONS I ATLANTA,GA I BALTIMORE, MD I BURLINGTON, MAI CHICAGO,IL I CRANSTON, RI DALLAS,TX I DENVER,CO I EXETER,NH I HOUSTON,TX I LOS ANGELES,CA I NEW YORK,NY PHOENIX,AZ I PORTLAND,OR I SAN FRANCISCO,CA I SEATTLE,WA I YORK,PA _ Irk 0 ig� 1111 Salem Historical Commission 120 WASHINGTON STREET,SALEM,MASSACHUSETTS 01970 July 18,2013 (978)619-56115 FAX(978)740-0404 Ms.Meghan Bezio Architectural Historian EBI Consulting 21B Street Burlington,MA 01803 Ls 0 D RE: Invitation to Comment JUL 2 5 2D13 FA 12574920/MA3139S -Salem Common 27 Charter Street,Salem,Essex County,MA 01970 By EBI project#61133374 Dear Ms.Bezio: The Salem Historical-Commission(Commission)appreciates the opportunity to comment on the proposed telecommunications facility installation at 27 Charter Sheet In accordance with the Section 106 permitting process,the Commission has reviewed the submitted drawings and project information to.determine whether the proposed project will have an adverse effect on the surrounding' historic properties. There are several historic resources directly adjacent to the 27 Charter Street property. The most notable being the Pickman House and the Charter Street Cemetery.The Pickman House,located at 43 Charter Street,is 17th century structure significant for being home to Benjamin Lynde,Jr.,Judge and Chief Justice of the Massachusetts Bay Colony,and Michele Felice Come,a prominent marine artist credited with the introduction of the tomato to America. The Charter Street Cemetery,located at 51 Charter Street,is the oldest burial ground in Salem and was occupied before 1637. The property is in close proximity to several National Register districts:Peabody Essex Museum,Charter Street, and Salem Common. After reviewing the project plans,the Commission found that it does not have sufficient information to determine the impact of the telecommunications facility on the surrounding historic resources. The Commission respectfifflyrequests th6 following information: ." Details on the colors of the antennae and comuits and materials to tie used to clad ilie proposed equipment housing Page 2 • Renderings of the visual effect of the antennae from the public ways of Charter Street,Liberty Street,and Hawthorne Boulevard • Renderings of the visual effect of the antennae against the skyline We believe that this additional information should be provided as part of the Section 106 process in order to better understand the effect of the project on the nearby historic resources and neighborhood_ Respectfully submitted, SALEM HISTORICAL COMMISSION Jessica Herbert, Chair !UL 2 5 2013 D By �� _r ��•� l ���! IIMyq•'� � .."Y � l �4 `R� "��X81 R�'. • � r I it .. ♦k •S.Niyspin9��.54 *� •w,s •# gil I:r � 1 TMAk � i �.yr•,k;' -�- a1� . kyr rr `� �,, �p i.., _}, il Tse ''r' _ �L �... i' inR _�1 �q \ a JF,PR •• t 77 ]•a✓ h'�.,.� - a'3. y1��gp'�,sj �' a' .4.titF�tta , �1" ;,� �. MINI SFE 3 R r • NO: •innacle J SFE NAME: SALEM COMMON aw ADDRESS: 27 CHARTER STREET :•0MARSHALL PHELPSG SALEM, MA 01970 550 COCHITUATE ••. -... UNIT# 2A FRAMINGHAM. MA 0170 WINDSOR, CT 06095 • D1 • A P`m F + f �. `s .. � .�„�yam:•` �ye!f ��i Ii Ir iij ha m ,• , � ., • H • • • • Bob, A SHZLL IPMECIPSG • 550 COCHITUATE ROAD ROAD UNIT 2Arl FRAMINGHAM, MA 01701 WINDSOR, 06095 PROPOSED CONDITIONS I PROPOSED AT&T ANTENNAS PROPOSED AT&T MOUNTED TO BUILDING 1 EQUIPMENT SHELTER FACADE (TYP. OF 4 PER ON STEEL FRAME SECTOR, TOTAL OF 12) I' s t kl@ e � t x: i .K 1 . s I PHOTO LOCATION # 2 SITE TYPE: RT VIEW SOUTHEAST FROM NEW LIBERTY ST DATE: 08/10/13 DATE OF PHOTO: 08/10/13 DRAWN BY: MA SCALE: N.T.S. SITE NO: MA3139S �<< { p} Pinnacle Hudson SITE NAME: SALEM COMMON a LOCI Wireless os�+aaO� mur x it les �wm ADDRESS: 27 CHARTER STREET 800 MARSHALL PHELPS r "nnsreen SALEM, MA 01970 550 COCHITUATE ROAD ROAD UNIT# 2A IWONI.mooseoaosreeDSWE n FRAMINGHAM, MA 01701 WINDSOR, CT 06095 ' BIIING ORM,5l11f.LWN 19815 6 6 ANIXVk M018FAM978i5i6 EXISTING CONDITIONS 4. � t i - : 1 iRr PHOTO LOCATION # 3 SITE TYPE: RT VIEW EAST FROM CHARTER STREET DATE: 08/10/13 DATE OF PHOTO: 08/10/13 DRAWN 6Y: MA SCALE: N.T.S. SITE NO: MA3139S Pinnacle SfTE NAME: SALEM COMMON at&t Wireless DwAgn Hudson ®p 27 CHARTER STREET uw. m° ' �s�w°O ADDRESS: 800 MARSHALL PHELPS oxiwoiu:eezms SALEM, MA 01970 550 COCHITUATE ROAD ROAD UNIT# 2A FRAMINGHAM, MA 01701 WINDSOR, CT 06095 ewmwc pNonn suiEsm 11L i9le�snsxv PNNVER,AM 01&5 .1.X918}k EXISTING CONDMONS PHOTO LOCATION # 2 SITE TYPE: RT VIEW SOUTHEAST FROM NEW LIBERTY ST DATE: 08/10/13 DATE OF PHOTO: 08/10/13 DRAWN BY: MA SCALE: N.T.S. SITE NO: MA3139S CC< Pinnacle SfTE NAME: SALEM COMMON clt&t W,,e1�S Hudson wore meek emwcr_v � Deftn ADDRESS: 27 CHARTER STREET �--' 800 MARSHALL PHELPS rxsw+Mnnesfl SALEM, MA 01970 550 COCHITUATE ROAD ROAD UNIT# 2A ' u^orv`xasus FRAMINGHAM, MA 01701 WINDSOR, CT 06095 moo:couosn« euxoe,cxxorzmsmenso eeu i9w mssss - rv.nrvmvEe.Mn meu r.m.I9el ve.swe L PROPOSED CONDITIONS PROPOSED AT&T ANTENNAS PROPOSED AT&T MOUNTED TO BUILDING EQUIPMENT SHELTER FACADE (TYP. OF 4 PER ON STEEL FRAME SECTOR, TOTAL OF 12) (PAINTED TO MATCH) dz ti ti PHOTO LOCATION # 2 SITE TYPE: RT VIEW SOUTHEAST FROM NEW LIBERTY ST DATE: 08/10/13 DATE OF PHOTO: 08/10/13 DRAWN BY: MA SCALE: N.T.S. SITE NO: MA3139S �<< Pinnacle SITE NAME: SALEM COMMON ate Wireless Hudson Hudson ® ammo mart_mmuv mmpwy ADDRESS: 27 CHARTER STREET 800 MARSHALL PHELPS SALEM, MA 01970 550 COCHITUATE ROAD ROAD UNIT# 2A imoosc000 srven FRAMINGHAM, MA 01701 WINDSOR, CT 06095 9LMGWNORM,SURE[IMfr TEL:['.I m'.K �.o El.�M.s v�v.I.elussae l PROPOSED CONDITIONS PROPOSED AT&T ANTENNAS PROPOSED AT&T MOUNTED TO BUILDING EQUIPMENT SHELTER FACADE (TYP. OF 4 PER ON STEEL FRAME SECTOR, TOTAL OF 12) (PAINTED TO MATCH) .wwq. 1 6®ter PHOTO LOCATION # 3 SITE TYPE: RT VIEW EAST FROM CHARTER STREET DATE: 08/10/13 DATE OF PHOTO: 08/10/13 DRAWN BY: MA SCALE: N.T.S. SITE NO: MA3139S �<< SrM NAME: Sk EM COMMON aut Pinnacle Hudson wi�t 27 CHARTER STREET °"" °°� PHELPS ADDRESS: SALEM, MA 01970 550 CHITUATE ROAD 800 ROAD SUNT#P2A LPS vxiwwnsxEls s FRAMINGHAM, MA 01701 WINDSOR, CT 06095 eu"'il°o°NciOio°uomisurEw'+o rec l9el ssysco N. NCOVER M.101&5 %:9IBIJIbS596 PROPOSED CONDITIONS PROPOSED AT&T ANTENNAS PROPOSED AT&T MOUNTED TO BUILDING EQUIPMENT SHELTER FACADE (TYP. OF 4 PER ON STEEL FRAME SECTOR, TOTAL OF 12) -Z , I IF y ill k ryy a PHOTO LOCATION # 3 SITE TYPE: RT VIEW EAST FROM CHARTER STREET DATE: 08/10/13 DATE OF PHOTO: 08/10/13 DRAWN BY: MA SCALE: N.T.S. SITE NO: MA3139S �C< SALEM COMMON aut pinnacle Hudson SffE NAME: ar��t�s ,esb,Grocp.0� ummw auxr.mmrty�m ADDRESS: 27 CHARTER STREET 800 MARSHALL PHELPS pxwN.ertsrzn SALEM, MA 01970 550 COCHITUATE ROAD ROAD UNIT# 2A imoN`Nx uses FRAMINGHAM, MA 01701 WINDSOR, CT 06095ooio°n+o m°r°o�n`iure ww m:rv78]ss7s N,ANW ER.u.omas FAY.p781 5s 1 y� r{a� f • yG- 3 Q fM . "a• 1 •.yF ' ,jam jliu._. Y J. - 3` #�� v ,} `Z 2 ,E� S ` W} P.� S�C''^j�3' .4 �• yam'" { 7, L ♦. `fid } 't `.„ �, f 3f t . t s _ .Z. f Ez� 2 i 77 SFE NO: MA3139S Pinna SrrE ii NAME: SALEM1 1 • . Wireless • • 4I© ADDRESS: MARSHALL PHELP27 SALEM, MA 01970 550 COCHITUATE ROAD ROAD UNIT# 2A G . FRAMINGHAM, MA 01701 / .- 06095 4 � � a ,y� z 1, r r y ' .. 'rt ,�.L•��y 33{ '� `t "t 4:.�§ "h, �4 3rSEd. _ n i 9� F a .a,o-W. An•r^.,,.mom. » p ..0 te�r1 - NMI zo Iw Pinnacle 1 aut Wireless :11 MARSHALL PHELPS r 1 • 1550 COCHITUATE '11 •1A1 UNIT# 2A FRAMINGHAM. MA 01701 / •' CT 06095 EXISTING CONDITIONS PHOTO LOCATION # 5 SITE TYPE: RT VIEW NORTH FROM SALEM HARBOR WALK DATE: 08/10/13 DATE OF PHOTO: 08/10/13 DRAWN BY: MA SCALE: N.T.S. SFE NO: MA3139S �C< p Pinnacle SITE NAME: SALEM COMMON at&t Wireless Hudson 27 CHARTER STREET " "° �'""'�""°'° aaw�o ADDRESS: 800 MARSHALL PHELPS SALEM, MA 01970 550 COCHITUATE ROAD ROAD UNIT# 2A imo osc000nesn FRAMINGHAM, MA 01701 WINDSOR, CT 06095 emmNC ID NMA OSVMf HID. �s,:l....ssasss, •NWVER.MJPaS %.I9B1ll65S% + ��S i•. 1`+ 1 :K t e`) r � r ♦ by \tel 1� 3'S3`.:_J.• v✓ j R:� t ti rtt � t'+ g-X16+�5 s%C� � �.. Y ♦,'-.+ � "'' - > �-h •` �. -s F_t �-. 1•i amt K` v � .'; <• k :r'"� -- r ♦ _ y s , t 4 fid*^i• :'- H j - • LA - • •• 08/10/13- • • • • •' SFE • i WE NAME: SALEM COMMON _....,. ADDRESS: :00SALEM, MA 01970 550 COCHITUATE ... ROADG FRAMINGHAM, MA 01701 WINDSOR, CT 06095 PROPOSED CONDITIONS PROPOSED AT&T ANTENNAS MOUNTED TO BUILDING FACADE (TYP. OF 4 PER SECTOR, TOTAL OF 12) (PAINTED TO MATCH) , e PROPOSED AT&T EQUIPMENT SHELTER ON STEEL FRAME PHOTO LOCATION # 5 SITE TYPE: RT VIEW NORTH FROM SALEM HARBOR WALK DATE: 08/10/13 DATE OF PHOTO: 08/10/13 DRAWN BY: MA SCALE: N.T.S. SITE NO: MA3139S �<< SrrE NAME + } Pinnacle Hudson SALEM COMMON a IBCI Wireless 27 CHARTER STREET xM. ADDRESS 6D"o MARSHALL PHELPS onwox�rvvEisas SALEM, MA 01970 550 COCHITUATE ROAD ROAD UNIT# 2A FRAMINGHAM, MA 01701 WINDSOR, CT 06095 aonouemxovxs N. aLavvei msssa nxoovee.unaiaas ,nx:ls,eivsxue PROPOSED CONDITIONS PROPOSED AT&T ANTENNAS MOUNTED TO BUILDING FACADE (TYP. OF 4 PER SECTOR, TOTAL OF 12) r ` k 1 X PROPOSED AT&T EQUIPMENT SHELTER ON STEEL FRAME PHOTO LOCATION # 5 SITE TYPE: RT VIEW NORTH FROM SALEM HARBOR WALK DATE: 08/10/13 DATE OF PHOTO: 08/10/13 DRAWN BY: MA SCALE: N.T.S. SFE NO: MA3139S c C Pinnacle SFE NAME: SALEM COMMON dt8ct Wireless Hudson ADDRESS 27 CHARTER STREET ---' Boo MARSHALL PHELPS I,wMNR„aEEr SALEM, MA 01970 550 COCHITUATE ROAD ROAD UNIT# 2A mmuoN,xr lxus ImoosG K NOETrn FRAMINGHAM, MA 01701 WINDSOR, CT 06095 4LLIXVC AN.WMINIESA ITELAI 191Ej 1.9 N.INWVER.M101015 F1X:918»bs. EXISTING CONDMONS az }a.k � ,` ��� t "" 4: i w s win s e71" low inn 13 in s 2� .Y 1� - It Z .ii xis ____ _ :.. • : ee -x 8b SITE TYPE: RT VIEW NORTHWEST FROM SALEM MARITIME DATE: 08/10/13 DATE OF PHOTO: 08/10/13 DRAWN BY: MA SCALE: N.T.S. SITE NO: MA3139S �<< Pinnacle SFE NAME: + COMMON CltBct Wireless Hudson p . 27 CHARTER STREET .ff.�""�`"� ADDRESS: — 800 MARSHALL PHELPS ;M" SALEM, MA 01970 550 COCHITUATE ROAD ROAD UNIT# 2A imooscmosrven FRAMINGHAM, MA 01701 WINDSOR, CT 06095 sso 11.1sssxv nxoovrx.,.umws rwr rosaivusm PROPOSED CONDITIONS PROPOSED AT&T EQUIPMENT SHELTER ON STEEL FRAME p r PROPOSED AT&T ANTENNAS MOUNTED TO BUILDING FACADE (TYP. OF 4 PER SECTOR, TOTAL OF 12) i_ --- (PAINTED TO MATCH) DO PROPOSED AT&T , EQUIPMENT SHELTER ON STEEL FRAME ;I f� I � ` 1 ; tla. q s Env r hac s. PHOTO LOCATION # 6 SITE TWE: RT VIEW NORTHWEST FROM SALEM MARITIME DATE: 08/10/13 DATE OF PHOTO: 08/10/13 DRAWN BY: MA SCALE: N.T.S. SITE NO: MA3139S �C5 Pinnacle SrrE NAME: SN_EM COMMON elw Wiowff�a sEzrc�r� reliess Hudson ADDRESS: 27 CHARTER STREET 80MARSHALL PHELPS pswwwnm SALEM, MA 01970 550 COCHITUATE ROAD ROAD UNIT# 2A xiwoNl.Nr lvu FRAMINGHAM, MA 01701 WINDSOR, CT 06095 BWIl ow.000 IDIpRM,Mm IMIf SMYIi EO IEL:91B5515i5) I.NUJVER,.0I. fAK91BI ll65i9E PROPOSED CONDITIONS PROPOSED AT&T EQUIPMENT SHELTER ON STEEL FRAME e1 PROPOSED AT&T ANTENNAS ° S . MOUNTED TO BUILDING FACADE (TYP. OF 4 PER '1i SECTOR, TOTAL OF 12) f®� g 0Ej .. , _ �l. PROPOSED AT&T EQUIPMENT SHELTER ON STEEL FRAME i» It all t � I 5�ti sa n5 �l0010 a0.al -t -- _. •` � -e '�.'+e,- w.� m+�.� .,mom �r Ail-a Am PHOTO LOCATION # 6 SITE TYPE: RT VIEW NORTHWEST FROM SALEM MARMME DATE: 08/10/13 DATE OF PHOTO: 08/10/13 DRAWN BY: MA SCALE: N.T.S. SITE NO: MA3139S C p} Pinnacle SITE NAME: Sm-EM COMMON eltsct Wireless HudsonQ° morn moan mmr53+am'm ADDRESS: 27 CHARTER STREET 80o MARSHALL PHELPS ;'- SALEM, MA 01970 550 COCHITUATE ROAD ROAD UNIT# 2A l OS SWE Imooseaoo 1Ke FRAMINGHAM, MA 01701 WINDSOR, CT 06095 eo5uucmxoem,sore sno LEA u;sssi 1 4 M�01&5 F.1M'.9IB�llbSS% • sk Wft& E � � At N� c- s r Z . Y r IJ ' • • • •�� i i . . • • Wimless • -• ��r :•• MARSHALL PHELPSG 1 • 1550 COCHITUATE •.•. ROAD UNIT# 2A r �• ly..�Ji 64� • • - • � � • � � VIII r' � H • - :r0G r . •..� UNIT# 2A WINDSOR,FRAMINGHAM, MA 01701 CT 06095 �v��coeotT,��4i Salem Historical Commission February 7, 2013 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 (978)619-5685 FAX(978)740-0404 Thomas Broderick, P.E. Chief Engineer Massachusetts Department of Transportation 10 Park Plaza Boston, MA 02116 Attn: Jeffrey Shrimpton RE: SALEM, Causeway Park Construction Project (605 12 1) Section 106 Review Dear Mr. Broderick: The Salem Historical Commission (Commission) has reviewed the plans submitted for the Causeway Park, which is being constructed as mitigation for the Salem-Beverly Transportation _ Project. This park was not included as part of the original Memorandum of Agreement from 1992. The Commission concurs with comments previously submitted by Lynn Duncan from the Salem Department of Planning and Community Development, which have already been incorporated into the plans presented to the Commission. Specifically, the Commission agrees that the pedestrian lighting should match the City standard period lighting, the park benches should comply with the City standard bench, and that increased plantings should be incorporated, especially at the entrance to the park. The Commission looks forward to seeing this dilapidated area revitalized into a waterside park for the residents of Salem to enjoy. Respectfully submitted, SALEM HISTORICAL COMMISSION Jessica Herbert, _ Chair Deval L Patrick Governor Timothy P Murray Lt Governor '; SDOT Richard A.Davey, Secretary&CEO ' Mauachusetts Departmeii of Trariiporta{ion `•`, Frank_DePapla,Administrator ' +HighWayDiyiSlOn January 25,`2013 ✓arV I �F9r® '® o J " ` Y RE: SALEM; Causeway Park Construction Projeet (605121)' � I Section-166 Review �Q- Jessica Herbert, Chairperson Salem Historical Commission 120 Washington Street,•3rd Floor Salem, MA 01970 Dear Ms. Herbert: The Massachusetts Department of Transportation (MassDOT) is proposing to construct the above-noted project in Salem as one of the final mitigation components under Section 106 of the National Historic Preservation Act of 1966, as amended, for the Salem-Beverly Transportation Project. The Federal Highway.Administration (FHWA), the Advisory'Council on Historic Preservation,and the State Historic Preservation Officer executed a Section 106 Memorandum of Agreement (MOA) for the Salem-Beverly7ransportation Project in 1992. The Salem ' Historical Commission (SHC) and the Salem Planning Department were concurring parties to that MOA. N4assDOT, therefore, is providing the enclosed documentation for review and comment by the SHC and the Salem Planning Department under the terms of the MOA. Please note that MassDOT will construct the Harborfrom Walkway Extension project in Beverly under the same contract as Causeway Park in Salem. MassDOT is submitting project documentation to the Beverly Historic District Commission and the Beverly Planning Department concurrently with this submittal. The Salem portion of this project involves construction of a landscaped park and paved parking area on the abandoned causeway that formerly supported the Bridge Street(Route IA) approach roadway at the southerly end of the Essex Bridge. That bridge was a riveted steel pony truss swing bridge with timber pile approach spans that had been constructed over the Danvers River in 1896 and was replaced on a new alignment in the early 1990s. Selected project plans are enclosed for review by the SHC. The plans illustrate the extent of the proposed work on Causeway Park, including installation of anew timber deck on the existing timber piles at the northerly end of the causeway. The plans also show the proposed ornamental Leading the Nation in Transportation Excellence _ Ten Park Plaza,Suite 4260,Boston,MA 02116 w .mass.gov/massdot steel pedestfian railings, ornamental light poles, and street furniture that will be installed as part of the project. Please submit any written comments that the SHC may wish to make regarding this project to Thomas Broderick, P.E., Chief Engineer, Massachusetts Department of Transportation, 10 Park Plaza,Boston, MA02116-3973, Attn: Jeffrey Shrimpton. .Please submit written comments within 3Q calendar days following receipt of this packet. MassDOT will submit a formal Section 106 effect finding to the SHPO through FHWA following the end of the comment period. If you have any questions concerning this project, please feel free to call me at 857-368-8824. f• Sincerely, Jeffre Shrim ton Y p Senior Historic Resources Specialist Environmental Services encs: project plans aerial photos locus map MOA cc: Mayor Kimberly Driscoll (w/o encl) Lynn Duncani , Salem Planning Department (w/ encl) Brion Simon, State Historic Preservation Officer,(w/encl) Damaris Santiago, FHWA (w/o encl) Source Data: B �� Sr.>� Data compiled from the following source: i , Y,. 7o tlf� '' a ,., \�. MassGIS,Commonwealth of Massachusetts EOEA USGS Topographic Quadrangle Images Salem and Marblehead North Quads ori ury' + , _ � ��I � Jam\ � i�✓r. � � B��/ � .`1`��\� tyCours �'� "^"�,^---*^' a .,.`.'Lobs) {,• "� iJ e t ) I Neck } t PROJECT A ryj LOCUS .- f54"-" J 'y 1t > ' � Qa < " �� / . /n 8f s, z..�✓ i # "'� �`. (', ,a " 9f gti:. syn` • �� US �„ �P(Cken %-: T r ��• �� e�rPlag, . eoatf� p �{�7" Kn, t i6 e•(�1 saHaMbaey/ fie � a �:•, �.. .�.M � Sale 0 �D v ... .�t°°k"._ ��� ,4. as n +' m Terminal � y•s ,•,tea/ _�yNeugus r `t - k +r• - m - A `jt UetbY ,,+ f �/ 6 ft" t� Fo(ger' f <Porn O Q11 . � � ogPont 3.7 s ` l ti W g ua l9 'R.13 0 R1,1 �• £ massDOT USGS Project Locus � M,�,.•-��"� Bridge Street • Causeway Park Salem, MA Approx.Scale: 1 "=2,000' Figure 1 Advisory Council On Historic Preservation The Old PostOffice Building I7o0 Pennsylvania Avenue,NW, #809 - Washington.DC20004 MEMORANDUM OF AGREEMENT AMONG THE FEDERAL HIGHTgAY ADMINISTRATION, THE MASSACHUSETTS STATE H=STORIC PRESERVATION OFFICER, AND THE ADVISORY COUNCIL ON HISTORIC PRESERVATION REGARDING THE SALEM-BEVERLY TRANSPORTATION PROJECT WHEREAS, the Federal Highway Administration (FHWA) has consulted with the Massachusetts State Historic Preservation Officer (SHPO) and the Advisory Council on Historic Preservation (Council) pursuant to the regulations (36 CFR Part 800) implementing Section 106 of the National Historic Preservation Act (16 U.S.C. 470f) , and it has been determined that the Salem- Beverly Transportation Project will have an effect upon historic properties included in or eligible for inclusion in the National Register of Historic Places; and WHEREAS, the Massachusetts Highway Department (MHD) , the Beverly Historic District Commission, -the Salem Historical Commission, and the Salem Planning Department have participated in the consultation and have been invited to concur in this Memorandum of Agrement; NOW, THEREFORE, FHWA, the Massachusetts SHPO, and the Council agree that the undertaking shall be implemented in accordance with the following stipulations in order to take into account the effect of the undertaking on historic properties. otioulations FHWA, in coordination with the.MHD, will ensure that the following measures are carried out. I. DESIGN OF THE BRIDGE STREET RELOCATION, SALEM A. In consultation with the Salem Historical Commission, the Salem Planning Department, and the Massachusetts SHPO, a project design plan will be developed to ensure, within acceptable safety standards, that improvements associated with the Bridge Street Relocation are compatible with neighboring historic properties. Consultation should include, but not be 2 limited to lighting, pedestrian walkways, curbcuts and curbing, planting materials, waterfront design, traffic signals, and other roadway design details, and should be .guided by the following considerations. 1. Li htin . Lighting, both for the roadway and Pedestrian areas, should be compatible in style, scale, and location with the adjacent historic properties. 2 . Curb cuts , Curbing and Barriers. Curb cuts should be granite and of suitable dimensions and, if possible, should not be planned in the median strip. To -the maximum extent possible; use. of jersey barriers should be limited. 3 . Lands_ c�Q, To the extent possible, landscaping, both associated with the roadway and the waterfront park, should be employed to, provide a year-round visual buffer between the project and adjacent historic properties and provide a noise barrier, as -appropriate. 4. Traffic Signals. Traffic signals and signing, while complying with ASHTO standards and the Manual of Uniform Traffic Control Devices (MUATCD) , should exclude the use of mastarms if at all possible. B. Following completion the project design plan will be reviewed by the Salem Historical Commission, the Salem Planning Department, and .the Massachusetts SHPO. Should any of these parties disagree on any provision Of the design plan, the objection will be settled in accordance with Stipulation IV below, DISPUTE RESOLUTION. II. DESIGN OF THE BRIDGE AND BEVERLY APPROACH A. In consultation with the Beverly Planning Department, the Beverly Historic District Commission, and the Massachusetts SHPO, a project treatment plan for the bridge and Beverly approach portion of the project will be developed to ensure; within acceptable safety standards, that improvements associated with the bridge approach to Beverly are compatirle to the neighboring historic district. This project treatment plan should include, but not be limited to, the following considerations. 3 l• Traffic Controls. The use of signing, signalization,� and%or- barriers, to be developed in coordination with the appropriate City officials, to ensure adequate traffic control to avoid an increase of traffic through the Fish Flake Historic District, to the extent possible and to be compatible with the character of the historic district. 2 • Licrhtin The use of bridge lighting standards and directional signing should help reduce the perceived elevation of the bridge profile be compatible with the surrounding area:and neighboring historic district to the .extent Possible. 3 . Barriers. Reevaluation of the use, type, ,and location of road barriers in the median strip and at side edges, 'to determine whether they,would be desirable, safe, and effective, and, if so, what design would be most compatible with the neighboring historic district. The use of jersey barriers should be limited or avoided if at all possible. 4. Pedestrian Access. Enhancement of• pedestrian access to the bridge and to the Ferry Way Landing to afford a safe and inviting. access to both. 5. LandsCBD' Development of. a comprehensive landscaping scheme that would use indigenous species and decorative plantings, as well as appropriate paving materials and hard design elements, to mute the expanse of approach road surface, wing walls, and abutments and enhance the gateway character of the approach location. 6. Ajgminq. MHD should consider. placement of _ interpretive signing, developed by, the City, at appropriate locations in the approach area, consistent with the MUTCD guidelines. Traffic signing, while complying with the MUTCD, should be in scale with the adjacent historic district to the extent possible . B. The project treatment plan will be reviewed by the Beverly Historic District Commission, the Beverly Planning Department, and the Massachusetts SHPO. Should any party disagree with any of the aforementioned provis_on of the project treatment plan, the objection will be settled in accordance -with Stipulation IV below, DISPUTE RESOLUTION. 4 III. MOVE OF THE SALEM SIGNAL TOWER In consultation with the Massachusetts Bay Transportation Authority (MBTA) , the Salem Signal Tower (Tower) will be relocated within the confines of the present railroad station site.. The relocation will be carried out in accordance with a plan reviewed and approved by the Salem Historical Commission and the Massachusetts SHPO,, that provides, at a minimum, for the following: A. When the Tower is under the jurisdiction of the MHD, the Department will ensure that the structure is properly ventilated, secured, and protected against vandalism and the elements. B. The Salem Historical Commission and the Massachusetts SHPO shall be afforded 30 days to review and comment on the new site plan for the Tower. -C. Specifications for the move will be reviewed by the Massachusetts SHPO and will be in accordance with the approaches recommended in Moving Historic Buildires (John Obed Curtis, 1979) . .IV. DISPUTE RESOLUTION Should the Massachusetts SHPO, the Salem Planning Department, the Salem Historical Commission, the Beverly Planning Department, or the Beverly Historic District Commission object to plans submitted for review in accordance with Stipulation I •or II, they shall notify the MHD, with a copy to the Massachusetts SHPO with specific recommendations for 'changes, - within fifteen (15) days of receipt of the plans. FHWA and the Massachusetts SHPO will consult to resolve the disagreement. If FHWA determines that the objection cannot be resolved, FHWA shall notify the Council with a description of any alternatives or enhancement measures that were considered but not chosen and the reasons for their rejection. The Council will be afforded thirty (30) days to respond. Any Council comment provided in response to such a request will be taken into account by FHWA in accordance with 36 CFR § 800.6(c) (2) with reference only to the subject of the dispute; FHWA's responsibility to carry out all actions under this agreement that are not the subjects of the dispute will remain. unchanged. 5 Execution of this Memorandum of Agreement and carrying out its terms evidences that FHWA has afforded the Council an ... Opportunity to comment on the Beverly-Salem Transportation ,Project and 'its effects on historic properties, and that FHWA has taken into account the effects of the project on historic properties. FEDERAL HIGHWAY ADMINISTRATION 11' By' 'xrf[ ! 1� Date: 22 9Zr (Name & Title) S CHUS MAS A ETTS STATE HISTORIC PRESERVATION OFFICER :`By; .eith Date: McDonough ADVISORY COUNCIL ONNHISTORIC PRESERVATION ... By: � /�4y f Date: Robert D.D. Bush, Executive Director Concur: MASSACHUSETTS HIGHWAY DEPARTMENT n j , By. Date: Z ame itle) CJ SALEM PLANNING DEPARTMENT By: Date: ( ame Title) j 6 i SALEM HISTORICAL COMMISSION By: C�ll e 1" p (i a Date: l.lx. I i (Name & Title) BEVERLY PLANNING EPARTMENT By /1 Date: �� a BEVERLY HI TORIC' DI CT. COMMISSION By: _ GHP,/ ✓ Date: Ifa a .& Title) —�'—T'-- SQ�EM CkUSC- 4tv x » ,::' ,.,,,_..�, ,..,: -. tta +xri .. `e '.e �` tf.: •,,:.. % "� ,yr� ..s - 4 P �t :a s .ems['i:> *M"^k:S1� "'x , =;"k '� a �;"• ��4 ' Ml ..ai / } pit t ,� •E } ..x �e,F."- .,r�'.,'s •;xao r.f n x.,.'�i,� �.. �:�5 'Q r �s"•3"x„vh t +. x'fi„,,:. _5s � L} tla„�,, = e� :.,,"-�, ���� ss�� { £y'� y�.::. :.y:. c 5-` e,�.^-•�€ ��, ,z4>_. �..,.�:t p' y.._° '�. F r. ix;tg , � 4<!"g ` •. .;T9, 3sc `» `iJ' *s� "f' � mow„i ""M1. W �,.F. � f .U$�• �. � ., .rsY x. 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NFA zm> a f�ae� PFOJECL FILE NO. 805121 SALEM CAUSEWAY PARK SALEM INDEX OFPLANS, BEVERLY VOLUME 2 - ,__-7 BEVERLY HARBORFRONT WALKWAY gN NORTH RIVERPIER - /d, ,�-,,,•r' t ,r� �f-�. r % c � �' - SDAERLY �/ s o � f � - --Mfg iAo o ) �a >✓�S /T %'� - _ SHEETS 25-28 t _ I ',� � it .��� � 1 ✓ /� � .i r t � 4 r �� �- t S y"1� r 13 . .�+"' �V'� v� - ', �BKIDGE .12 CONSTRUCTION PLANS - a � �� �� t�- ( a 1 a ����'°�• 1,. . i 15� - - CURB TIE AND GRADING PLANS 20 _ YY s tp ttt - LIGHTING AND LANDSCAPE PLANS SALEM i 1 1 � HEVERLY ARBOR - - A..l 0 150 375 750 HOR. SCALE IN FEET -- i ' - � , 1 SALEM BEVERLY Q CAUSEWAY PARK EXISTING CAUSEWAY PARK AND HARBORFRONT WALKWAY sure EEo.Aio Pxo w. YEAR .o. 2'-0" MAss. Nrn sov s ae y 11'-D" 11'-0" 18'-0" - 10"-0" PROP. -i PROJECT HLE No. aosi2� GUARDRAIL TRAVELWAY TRAVELWAY PARKING STALL SIDEWALK PROPOSED METAL - III`' PROP. POST / PEDESTRIAN RAILING TYPICAL SECTIONS 'T STEEL BOLLARD SHEET 7 OF 2 6" CRUSHED STONE PROP. GRANITE REPAIR AND/OR REPLACE ti (WHERE APPLICABLE) CURB TYPE VB PROP. GRANITE RIPRAP AS DIRECTED 2% 2% CURB TYPE VB EROSION - - / - — — — — — — — — — — — — / EROSION -CONTROL— CONTROL / i PROPOSED FULL DEPTH \\ �APPROX. MEAN HIGH TIDE PAVEMENT CONSTRUCTION - PROP. CEM. \ -F- J/ cE,LEV—.=4.52 - � - LONG: SIDEWALK \ \ TYPICAL SECTION PARKING AREA - STA. 2+50 TO 4+25 13 CAUSEWAY PARK Q EXISTING _ PAVEMENT NOTES PROPOSED FULL DEPTH PAVEMENT CONSTRUCTION VARIES VARIES 12"-0" 12'-0' VARIES 10'-0" LANDSCAPED SIDEWALK TRAVELWAY _TRAVELWAYI LANDSCAPED SIDEWALKPROPOSED METAL SURFACE COURSE: 4�§" HOT MIX ASPHALT PAVEMENT PLACED IN AREA (6' TYP.) AREA - 7�PEDESTRIAN RAILING TWO LAYERS, U TOP COURSE MATERIAL OVER PROP. G2�" BINDER COURSE MATERIAL RANITE CURB TYPE VB (TVP.) SUBBASE: 12" GRAVEL BORROW MEET EXIST GRADE 1.5%. ' VARIES 2% 29 1.5%- PROPOSED 6' WIDE CEMENT CONCRETE SIDEWALKS SURFACE COURSE: -4" CEMENT CONCRETE (AIR-ENTRAINED 4000psi, 3/4", 610) WITH POLYPROPYLENE FIBER REINFORCEMENT PROP. CEM. CONCRETE SIDEWALK) PROPOSED FULL DEPTH PROP. CEM. PAVEMENT CONSTRUCTION CONC. SIDEWALK - SUBBASE: - 8" GRAVEL BORROW PROPOSED 10' WIDE CEMENT CONCRETE SIDEWALKS, TYPICAL SECTION - PLAZA AREA AND 6' WIDE DRIVEWAY APRONS CAUSEWAY PARK DRIVE SURFACE COURSE: 6" CEMENT CONCRETE (AIR-ENTRAINED 4000psi, 3/4", 610) STA. 1175 TO 2+50 - WITH POLYPROPYLENE FIBER REINFORCEMENT (REBAR REQUIRED AT PEDESTRIAN RAILING LOCATIONS. SEE SHEET 9 FOR DETAILS) SUBBASE: 8" GRAVEL BORROW Q EXISTING Q CAUSEWAY PARK TOLERANCE FOR SIDEWALK CONSTRUCTION ±0.5% VARIES 6'-0" VARIES 12'-0" 12'-0" 6'-0" 2-0 T LANDSCAPED AREA - SIDEWALK LANDSCAPED .TRAVELWAY TRAVELWAY SIDEWALK AREA I PROP. GRANITE CURB TYPE VB MR.) ,S VAg_IES 1.59.E 2% "2% 1'S" MEET EXIST GRADE ' $ _ _ �_ _ --- - — , AT SAWLUT LINE — — — _ 41j" HOT MIX ASPHALT PAVEMENT PLACED IN TWO LAYERS _ PROP. CEM. CONCRETE SIDEWALK PROPOSED FULL DEPTH PROP. CEM. PAVEMENT CONSTRUCTION CONC. SIDE WALK ~� E VARIES _ _ 6"-0" 15% MAX. DRIVEWAY _ APRON - ts%. " oFs PROP: CEM. CONIC. DRIVEWAY APRON \_ TYPICAL SECTION DETAIL AT DRIVEWAY APRON CAUSEWAY PARK DRIVE u x a STA. 0+25 TO 1+75 35 SALEM-BEVERLY r CAUSEWAY PARK AND HARBORFRONT WALKWAY CAUSEWAY PARK CL PLAZA AREA —� pIs MA55. NFA P.IO SxEEis " PROJECT FILE NO. 805131 VARIES (14'-0" VARIES (25'-0" MIN.) CEM. GONG. SIDEWALK VARIOUS PLAZA AREA NTS CEM. CONC. SIDEWALK /PLAZA AREA TYPICAL SECTIONS (BRICKS/PLANTED A SHEET 20F2 PROP. FLAGPOLE ' PROP. TREE (TYP.) ' PROPOSED PIANTED AREA WITH PROPOSED PLANTED AREA WITH GRANITE EDGING (6" REVEAL). GRANITE EDGING (6" REVEAL). BACKFILL ENTIRE PLANTER WITH - BACKFILL ENTIRE PLANTER WITH LOAM AND MOUND IN CENTER - LAREA LOAM AND MOUND IN CENTER PROPOSED METAL PROPOSED METAL - LEDESTRIAN RAILING PLANTED GRANITE BOLLARDS �PEDESTRIgN"RAILING i EROSION _ — — — — — — EROSION ---"L _-------- J CONTROL CONTROL—, / - J I I I PROP. CEM- CONC. \ SIDEWALK /PLAZA AREA \\ APPROX. MEAN HIGH TIDE 4.St TYPICAL SECTION PROP. PRECAST CONC. PAVERS _ \ - LANDSCAPED PARK AREA \ STA. 4+25 TO 6+10 \ 2'10.. �1 9' 21.-0" 21'_0. B•-6.. 2-0.. —�5" GRANITE BLOCKS 6 CONCRETE BASE I/ -�SLOPE PAVING SLOPE PAVING �'� APPROX EL. 9.64 APPROX EL. 8.64 \^� FILL OF CLEAN COURSE _ - _ OLD GRAVEL AND SAND S 00 i RIPRAP PILES AND ,fi RIPRAP BRACING LEFT IN PLACE N9 i 1?4 46 ---.. ty (ORIGINAL GROUND PRIOR TO 1916) —���- 3 ELEV=0.0 - SALEM CITY BASE STA 2+50 (1916 BL) £_ TYPICAL SECTION - HISTORICAL (FOR INFORMATION ONLY) a SOURCE: ESSEX BRIDGE RECORD PLANS 1918 SHEET 1 OF 8 - SCALE: %" = l'-C" IN - GUARDRAIL DETAILS WATER SUPPLY ALTERATIONS DRAINAGE DETAILS LIGHTING DETAILS LANDSCAPING DETAILS TRAFFIC SIGNAL DETAILS SALEM-BEVERLY CAUSEWAY PARK AND HARBORFRONT WALKWAY STA. 2+30 TO 4+37 LT. SEE BELOW SEE BELOW SEE SHEET No. 20 SEE SHEET No. 20 - EA MASS. NFA, 2013 12 5NG0� l - PROJECT FILE NO, 005121 CONSTRUCTION PLAN - / SHEET 1 OF 2 7�liril � � _ ohy ka C hOr P EXISTING BRIDGE STREET 4e / E ' CONNECTOR Q It CURVE DATA - @ CURVE DATA STA. 0+00 CAUSEWAY PARK @ _ / .CAUSEWAY PARK CAUSEWAY PARK STA. 18+58.38 EXISTING BRIDGE STREET CONNECTOR %24A90 '-F,R td 4 t-,y ro R 200.00' . R 100.00' 4RLn aco. t_+ c: L-34 91' L 126.8 PROPOSED \\ - T-735 lTn t;une£e w_ r,T T 1].50' SEDIMENT CONTROL ]T3.l;, c ro 'Al 6-10'00'01" (LIMIT OF WORK) B R 9° 9'effOce - R & D EXIST TV, 1 1 p.£R ans RIh4f::y' CONC. CURB GF / /,/ AL I' REM. EXIST T k� tl ' 033T PROPOSED `�RF PIX, �. A a BJO'4£F /'rsrCROSSWALK ALCONC. WALL oAa _� RcrxcC _ 00 R4. R&S EXIST. GRAN. CURB 58vAc£ <J5 SPEED HUM STRAIGHT ° x.� r R & D EXIST q vp.�� t6'h ��? µ 1 <� ps10e0 _der✓°+^ PROP. 6' WIDE 'Lr 1� PROPO$EDtFULL METAL RAILING- - -�'•_�R Boni�u CEM. CONC. SIDEWALK �^ SDEWALKDTO MEET ONC DEPYH PAVCMENI'- -- fn,T PROPOSED 18 WIDE REM/'EXIST. s(pE�ALK�y� I �r CONSTRUCTION' J 1. t �:ACBESSbGATE _nu In DEM. GONG SIDEWALK �RE� v� �� - :��-+ 4 - 7 'x ROP VERT TRANS CURB TO �� PROPOSED,:GUARDRAII r _Irl -< ----�- -LMEET E%18T CEM CONC-OURB_j, 1 N0 ii'e 1 I PROPOSED 'T=L-7x a. �„=r,4 _�� urs PROP 2 ITYP@%`.f GRANITE BLOCK - __� !\ROP LANDSCAPED AREA L- - COPPER WATER SERVICE I M 4 � - WCRP ,[2 \. _ ._ r« _. o B w A II PROF 52' 12 RCP r Ty RfREM: /-PROP 20' I°1 a [vs-Y" E-�-.. "�+:< ADJ"3x x -! i p.i 1 cAD'J—T T'- + +OO1NH'03'33'18 WI 12 r.RCP- iLi "FI - `�` R&S EXIST GRAN. CURB - 1 _ N\ h-1+ ..ry O 2+ 0 PT 4J1S4` - - IiC-c c'<n 00 '__y 'W' +51 46 n r. ^ tar. =" 6 ROP MCC [[t r'Ot�6�,r PROP. VGC Ik Ycry 133 _ +16 O 0 D O O PROP,f20; PROP, u t.•n 1<qn=a -� f�-T- -P- 3 65 F6�h 0 -- 5 - - f tr'�-PARKING AREAT 12-RCP VGC_ 2dS.�5 - SAWCUTELDINE � +5130 ADJ n 1P20 RCPD I R f x� 1y PROR �_ nR 1063 ,00. -__ A._ 5.._ N. 6 _ .F I C T _ J PROP tVGC ❑3 IS Sa _ ADJ 4 Nat C �-C R 25 0 g' P-RO_P�❑1� , a.n �_ .®._ � yf_ t 1'e" 0500 PROP`VGC -C- - ccs_ WCPR4] 12CPROP. WCR - R&5 EXIST GRAN]C(1RB sn * _ f h 5 /N/`c F s L V EXISTING HYDRANT 1 ._tv� __ LEGEND KEt-�t. �,n� PROP � ; TO BE ADJUSTED" -R-&-p-EXIST.__ _ -w.e LANDSCAPEQ AREA- TO NEW GRADE I - CONQ CURB --" ® WHEELCHAIR RAMP ` - I` R&S EXIST GRAN. CURB PROP. 10' WIpE PROP. 2" CORP. COCK L \�' REM. EXIST C r r - CEM. CONC. VATf'I CURB BOX, CONNECT PROPOSED r COW. WALL ® DRAINAGE STRUCTURE - ( t `1\T r 'r `�`, ( SIpE WALK AT EXIST. 6" WATER LINE RIP RAP R & D EXIST PROPOSED METAL EXISTING METAL RAILING P PEDESTRIAN RAILING DRAINAGE OUTFALL BEGIN AT STA. 2+002 INV.-7.75 (FOR DETAILS - PROPOSED DRAINAGE STRUCTURE TABLE DATA - SEE SHEET 10) SEDIMENT - INV. IN INV. OUT - CONTROL STRUCTURE TYPE STATION OFFSET RIM. ELEV. COMMENTS PROTECTIVE POST ELEV. ELEV. (LIMIT OF WORK) 1 DMH 3+53 R 10.0 13.06 9.09 9.09 8.99 ? S STEEL BOLLARD �. 2 CB 3+54 R 31.0 13.18 - 9.19 GCT- - SPACED AT 5'-6" O.C. 3 CS 3+53 L 11.0 13.04 9.19 4 CB 3+43 R 29.0 12.69 9.19 5 DMH 2+37 R 9.5 13.91 10.32 10.32 10.22 ' 6 C8 1+88 R 12.0 14.34 10.84 - ] CS 1+88 L 12.0 14.3410.84 9 - - oho. a a 0 20 HOR. SC SE.IN FEETE100 v' 2 FOR PROFILE SEE SHEET NO.14 GUARDRAIL DETAILS WATER SUPPLY ALTERATIONS DRAINAGE DETAILS LIGHTING DETAILS LANDSCAPING DETAILS TRAFFIC SIGNAL DETAILS SALEM-BEVERLY CAUSEWAY PARK AND HARBORFRONT WALKWAY SEE PREVIOUS SHEET SEE BELOW SEE BELOW SEE SHEET No. 21 SEE SHEET No. 21 - ` nI MASS. NFA� zo1J IJ sx0 _ - - PE ECTFas NO. eosui CONSTRUCTION PLAN SHEET 2 OF I �Y i PROPOSED - SEDIMENT CONTROL (LIMIT OF WORK) - R & D EXIST CONC. CURB REM. EXIST iz CONC. WALL R & D EXIST PROPOSED METAL METAL RAILING - PEDESTRIAN RAILING PROPOSED PRECAST BEGIN AT STA. 4+3]3 CONCRETE PAVERS - rn'n PROPOSED 1B WIDE PROPOSED 1O PROPOSED PROPOSED "FS E :ACCESS60ATE I-VEN 1 EDGING 'AROUND'r PAI( 1 BENCH (TY __PLANTED-AREA ,- c 4 PROP. PIER - ' •FL'AGPOLE W/ - RECONSTRUCTION PLANTED-AREA - h. ! PROPOSED W/GRANITE BOLLARDS j PROPOSED _ +"Tn� -PROPOSED,PLAN TED AREA Avvaaxim 'E s,,T(SEE SHEETS 25-28) - m GRANITE BLOCK < W/GRAN:TE EDGING (TYP) A,,, PAVING " A 6 e l o FLOODLIGHT PROPOSED IDI O.! T / (SEE SHTT-21) - - L_BICYCLE RAC�(S (TYP.J°i _ Lj ---MI —11'2O RCP r .�4+0+OOf ._. rr033318 2. -15'f00T:—�r-__; 7 Com"`'...f. 0 _ _6 65 Z PROP. iF ADJ. ,.,... - O 1 PROPd2O'. VGC— I �' 12 R'CP T N I .+(.✓ - T t -] -- i - f Y- - r v CAUSEWAY L a� PR P 20; fi F)4vm IC , - PARK - \I 12q RCPT _ —1' - c I i vEv , A CUP CIT I i2 -.V. P_ LKAh'tt CL H- Z - -I -1 Y_. La_— `SAN ABANCTDO T C - _ E L� ~" RDP. AA?911111,1 It CfHC_i LCCA 1101 LfNE I 1 FML 11 IVOL: dRh JSt rLi l 9 A,:V .3A25/ S - - - WCR I c o-' PROPOSED _ PROPOSED PLANTED AREA PROPOSED POST HYDRANT - CONIC AREA- CURB --- -----W/GRANITE EDGING PLANTED AREA- - - --W/GRANITE EGGING I PROP. OEM. CONIC. `PROPOSED CONC.EXIST WIDTHWPAVEALK MENT SCORPLAZA RN G/PATTERNING PEDESTRIAN EA PROPOSED M RAILING " RIP RAP i R & D EXIST BEGIN AT STA. 2+00t - EXISTING METAL RAILING (FOR DETAILS DRAINAGE OUTFALL - - SEE SHEET 10) - INV.=]J5 PROPOSED - ! SEDIMENT - - CONTROL - (LIMIT OF WORK) 1 0 20 HDR, SCASDE IN FEET \ 100 - - FOR PROFILE SEE SHEET NO.14 SALEM-BEVERLY - r - CAUSEWAY PARK AND HARBORFRONT WALKWAY SFNTE FED, MASS. ^'NFA, zo 10 M7 PROJECT FILE NO. 05121 PAVEMENT MARKINGS AND SIGNING PLAN EXISTING / - - BRIDGE STREET - CONNECTOR El \ \ oo EGIN DYCL� 0+46 i ti - "ID- R3-?bJ/� R4 I1 I7 - RS 3E1 1 ' J... _ - - C _ R8-31 0 END DYCL sy �D3_1 2a ll'-O" 3+00 3+83 4+00 ,,,,.`r �-- DYCL _ E'll \ SHARED LANE ->r +0 PT SWLL PARKING CD4-3 RCcI _ MARKING (TYP.) r'-/s0V. Q. PC 11 0 9"-0 - R4 Il„a' 12' D-”- .4-__DYCL +1655 +51.46 a � -.-y SPACE LINE (TYP.) (v`" iNr1_ areo�, PT 5130 I RJ-ID8r -- RJ 108 R7-108-/ RJ-! ---_ R8-3 NOR. SCALE IN FEET D 20 50 100 PLAN.-_ i � SCALE: 1 - 20' ``\. '\,. ! t SIGN SUMMARY TABLE ' IDENTIFI- - NUMBER POST SIZE UNIT AREA IN IDENTIFI- NUMBER POST SIZE UNIT AREA IN ?' CATION. SIZE OF SHEET TEXT DIMENSIONS OF COLOR AND SIZE OF SHEET TEXT DIMENSIONS OF COLOR AND TEXT AREA SQUARE CATION TEXT AREA SQUARE NUMBER WIDTH HEIGHT LEIIER VERTICLE ARROW SIGNS BACK- LEGEND BORDER NUMBER SIGNS NUMBER REOUIRED REQUIRED NUMBER WIDTH HEIGHT LEITER vERnaE ARROW BACK- LEGEND BORDER REIGRT SPACING GROUND (S.F.) FEET HEOFT SPACING REQUIRED OBOBNO REQUIRED (S.F.) FEET d M- P_5 PANNI P_5 s R1-1 30" 30" 1 1 1 1 1 1 1 1 RED'D. 6.25 6.25 R7-8 12" 18' 1 1 1 1 1 1 1 1 REO'D 1.5 1.5 't r VAN R4-11 24" 24" [MAY SE 3R7-8 REO'D 4.0 12.0 R]-B 18" 9" ACCESSIBLE 1 P-5 1.13 1.13 o NII LANE - 1 REO'D R3-1JbP 18 9.. ENDS 1 0 REO'D 1.13 1.13 ftJ-108 24" 30" 5N 3 3 REO'D 5.0 5.0 8 . o 03-1 48" 12" STREET NAME 2 P-5 1 REO'D 4.0 8.00 RB-3 24" 30" NO 1 5.0 5.0 PARKING 1 REQD f j f ° D4-3 15" 18" 2 2 REO'D 1.88 3.75 W2-2 30 1 REBID 30" 1 P_5 6.25 6.25 mi NOTE: - .. ` OI SEE MUTCD MILLENNIUM EDITION, 1979 STD, HWY SIGNS AND SECTION M9.30.0 TYPE III OF THE MILD STANDARD - - - SPECIFICATION FOR TEXT DIMENSIONS AND COLOR. - SALEM BEVERLY CAUSEWAY PARK AND HARBORFRONT WALKWAY I— III MA55. x�NFAa 301] 20 5X40 6 PROJECT FILE NO. 005121 LIGHTING AND LANDSCAPE PLAN SHEET 1 OF 2 GF' / EXISTING 0Q60 j - BRIDGE STREET CONNECTOR Q - EXISTING LIGHT POLE TO BE TOEXISREMAINIGHT POLE VEHICULARTING REPILACED VLIGHT POLEITY EXISTING EXISTINGUAND JAPc5 1 JAPc5 g N ����� SCAPE/MJCHHDA AREA _ / �-•—`� may' \ 3 JCSGg3 3 PAH92 \, y PROPOSED W lNOSC \ N g NDSCAPE/MUCHED_AREA__ 2_ .,, 35JMC 3_ 3JCSGg3 2PFCD 3� _�-i li _- Iz 1 JAPc5 6PAHgPF ® ® 3VA3 2PFC093 � .. EI --9- IDI HHRg ^' 3 PARg2 a LP A2 e. IDI 3 AMIPg1 ;- T STA 2+30 �3+0+00 —t—_ X4+00 ' 9 LP Ai-__T�F�_�3 HHRg13 JCSP4 1 v. 23�6 G PC 3 SJMC93 PT 3�9 9 z.. \ }JCSG 3 I t ' ^V_i - 1 VAPcB < �_ }SAJ92 DO " - -BPAVS 2 - 51.46 1 PIACBcS c<' F 9 w _-- �- PROPOSED +16 55 }JCSG 1 AH42'a Tg LL }PAH 2 /_ PULL BOX 1 rJ 3 PF D 3 G SP A 2 SLP T A 3 •-�,_` r _- SIA.YO+g] x5130 9 A. +]] 'C (l YP) (NP)� A. +81 3SJMCg3 _ 1 1 1 T }VA93 PFCD93 3 AMIPM1Cg} 4-SPJ99 4 SSgt — _ 3 PFCD 3 _ PA17S92- + 4 SAJ92 7 PAVR92 / _ EXISTING LIGHT POLE TO BE _REPLACED WITH-CITY STANDAR"_ j i VEHICULAR LIGHT POLE r' - _ PROPOSE- CITY STANDARD PROPOSED CITY STANDARD-- / VEHICULAR LIGHT POLE VEHICULAR LIGHT POLE EXISTING LIGHT POLE e / 5 \ ) PROP. LIGHTING CONNECTION V TO BE REMOVED FROM EXISTINGMANHOLE AND CAMERA TO BE 9-' WITH CITYTOF SALEMTO COOLIGHTING DEPT.)DINATE RELOCATED TO LP ® STA. 3+803= _ LEGEND: NOTE: FOR PLANT LIST SUMMARY TABLE, SEE SHEET 21. \..`J PROPOSED DECIDUOUS TREE E ® PROPOSED EVERGREEN SHRUB _ - Q PROPOSED DECIDUOUS SHRUB 4 o PROPOSED PERENNIAL - i z O PROPOSED ORNAMENTAL GRASS ' as PROPOSEDDECORATIVE BOULDERS 0 FOR. SCALE IN FEET 20 .100 PROPOSED VEHICULAR LIGHT POLE-LP Ax) - w'mmo- PROPOSED PEDESTRIAN LIGHT POLE (LP Bx) - SALEM BEVERLY CAUSEWAY PARK AND HARBORFRONT WALKWAY STATE Ar MFss. .n�NFA ]019 ET iHABrs - 1dd1ECT FILE Na. IT11 t1 LIGHTING AND LANDSCAPE PLAN SHEET 2 OF 2 PROPOSED I-I BICYCLE RACKS HYP.) 1 .PROPOSED PROPOSED - „II t-__--_____,__ EDGING AROUND BENCH (ITYP.) ._LP_B5 - a r ._ -PLANTED AREA '— _` 5+63 - zl W/GRANITE BOLLARDS PROPOSED TA PROPOSE - - - 5 J I 1 L J IIEn 1 GTc5 LP 84 1 GTc5 FLAGPOLE PtANTFO-AREA (' 11GT<5 I1 i FI 7 7 '+ 6 VAg3 d STA. 4+83 6 VAg - 6 VA9} 1 GTE5 PROPOSED --_BICYCLE RACKS_TYP 4+00 4 CSG93' _ - I;k. ii 0 ._---fii 65 D H —r —7 �FlHg , 3 AMIP m PROPOSED 1PLACBc5 3JC6 } Y 3HHRg1 a _ PULL BOX 7 2 3 PAHg2 x 3PAHggz CAUSEWAY In �I LP A4 3 HMR 1 AR 5 - (TYP') \STA. 3+81 3 JCSGg3 1 ARES 11 PAVR92 I 3 PFCD93 PARK @ A - G }SJMC93 2- (, 45PJg2I FL Ct 3AMIPg1 TA - _ S 5+38 Ttt _ r 1Z 4SS91- ® - E.E. `-LP BI 1 CTcS LP B2 J -LP B3 - -----.� STA. 4+48 STA. 5+236 PAV592 STA 5+98 PROPOSED CITY STANDARD 1 G7c5 PLANT LIST - SUMMARY - t PROPOSED Cltt STANDARD----------PEDESTRIAN. LIGHT POLE (WP.). VEHICULAR LIGHT POLE ___-_�!� SYM OlY BOTANICAL NAME COMMON NAME SIZE REMARKS - '-""-"----' r _ PROP. CEM CONIC. - TREES EXISTING LIGHT POLE SIDEWALK / PLAZA AREA TO BE REMOVED WITH PAVEMENT SCORING/PATTERNING UAPcS 5 Ulmua americana 'Princeton' Elm-American 'Princeton' 2-25 IN CAL i AND CAMERA TO BE GT<5 6 Gledilsia lriacanlhos in anis - Honeylocust-Thornless 2-25 IN CAL RELOCATED TO LP ® STA. 3+80i PROPOSED TRASH RECEPTACLE (LOCATION AS DIRECTED BY THE ENGINEER) - Rc5 2 Acer rubrum Mople-Red 2-2.5 IN CAL - PLACBc5 4 Plalanus acericolia 'Bloodgood' London Planetree 'Bloodgood2-2.5 IN CAL LEGEND: SHRUBS CSGg3 28 Juniperus chin, sorgentii 'Viridis' Juniper 'Sargent's Green' 3 GAL Aga 30 Vocum ongustifolium Blueberry-Lowbush 13 GAL F PROPOSED DECIDUOUS TREE IPFCDg3 116 1 Potentillo fruticoso 'Gold Drop' Cinquefoil 'Gold Drop 13 GAL SJMC93 115 ISpireo japonica 'Magic Carpel' Spired 'Magic Carpel' 13 CAL E ® PROPOSED EVERGREEN SHRUB PERENNIALS GRASSES - PROPOSED DECIDUOUS SHRUB - PAH92 121 Pennlsetum alopecErcides 'Hameln' Fountain Grass 'Hameln' 2 GAL ? o PROPOSED PERENNIAL t PAVS92 23 Panicum virgalum 'Shenandoah' Switch Grass- 'Shenandoah' 2 GAL - O PROPOSED ORNAMENTAL GRASS PAVR92 21 Panicum virgatum 'Rotstrahlbusch' Switch Gross-Rotslrahlbuscs 2 GAL 6 C16 PROPOSED DECORATIVE BOULDERS HOR. SCALE IN FEET HHRgt 19 Hemerocallis 'Happy Returns' Bali'Happy Returns' I GAL o-T� PROPOSED VEHICULAR LIGHT POLE (LP Ax) 0 20 50 100 SSg1 B Solidago sempervirens Seaside Goldenrod 1 GAL' LEI, APROPOSED PEDESTRIAN LIGHT POLE (LP BE) SAJg2 1B Sedum 'Autumn Joy' Setlum 'Autumn Joy' 2 GAL - MIPg1 12' Achilles millefalium 'Paprika' Yarrow-'Paprika' 1 GAL PROPOSED GROUND MOUNTED FLOOD LIGHT (FL BE) _ m x o ® PROPOSED TRASH RECEPTACLE ' r r SALEM-BEVERLY CAUSEWAY PARK AND HARBORFRONT WALKWAY 6Xs NAss NFA PROJECT zo 3 z3 ae - PROJECT FILE NO. 805131 LIGHTING DETAILS CONTRACTOR TO CAULK OPENING AT FITTING. - O O AA "CLAM SHELL" HEAVY WALL - IRON CASTING - 2" LETTERING m WITH 416 REVEAL - SAI o GROUNOVLUG AT 50LE WITH INSTALL BASE HALF WITH ACCESS COVER OPPOSITE - RAISED 1" FOR LEVELING POLE HOT DIPPED GALVANIZED - ANCHOR BOLTS AND NUTS - - _ 5' MIN. BOLT - EXTENSION �I — — FINISHED GRADE BASE HALF SECTION r - FINISHED ® - GRADE - - � FINISHED GRADE { - FOR CONCRETE FOUNDATION 4 - DETAILS SEE MASSHIGHWAY - FOR TE FOUNDATION STANDARD DRAWING SD3.010 ' 5 - _ DETAILLSS SEE MASSHIGHWAY _ - STANDARD DRAWING SD3.013 5 � a 6 TYPICAL VEHICULAR LIGHT POLE TYPICGI PEDESTRIAN LIGHT POLE - CIN STANDARD — SINGLE LUMINAIRE - CITY STANDARD — ALONG PLAZA AREA $>>. NOT TO SCALE NOT TO SCALE l SALEM-BEVERLY CAUSEWAY PARK AND HARBORFRONT WALKWAY a. 1-I.NT YEAR TT NO. n�NFA mise. $eae 5 ^ PROJECT FILE NO. BOrl, LANDSCAPE DETAILS SHEET I OF 2 1 DO NOT CUT LEADER TREE WRAP SHALL NOT BE USED TREE SHALL BE SET PLUMB _ WATERING SAUCER SHALL BE FLOODED TWICE - DURING THE FIRST 24 HOURS AFTER PLANTING TREE SHALL BE PLANTED SO THAT CROWN 15'3 INCHES ABOVE FINISHED GLADE AFTER SETTLEMENT ATE TO R NIflDEP AND BWIN - ANO BACKFILL H TH PLANING MIX INCHES AGED PINE BARK MULCH(PULL MULCH AWAY SPACING VARIES FROM TRUNK OF TREE) RAISE AND REPLANT ANY PLANTS THAT SETTLE CROWN OF PLANT BE4 INCHES MIN. ABOVE BACKFILL MIX PER SPECIAL PROVISIONS MORE THAN 3 INCHES AFTER PLANING AND WATERING IN SEE PLANS OR NOffs FINISHED GRADE AFTER 5ETIUNG 3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT WATER BY FLOODING,NICE IN FIRST NO HOURS p-}INCH DEPTH ACED PINE BARN MULCH P AFTER PLANTING. WATER k MAINTAIN AS PER (PULL CUT L RELY BALI(1/}OF BURLAP BEFORE BACKFILLING. AWAY FROM BASE OF SHRUB) COMPLETELY REMOVE 3 OF BURLAP BURLAP h LACING STANDARD SPECIFICATIONS 3 INCH HIGH EARN WATERING SAUCER - - - AROUND PLANING BED 61NCHES -- - BELOW SII=� E I, II _ ) I BACKFILL MIX PER SPECIAL PROVISIONS FOOTBALL r—III Ilk=111— ROOIBALL SHALL BE PLACED ON T UNDISTURBED SUBGRADE - - - REMOVE PLANT FROM CONTAINER EVEN FOOTBALL IF'PLANTABLE CONTAINER'. SCORE SIDES AND BOTTOM OF ROOT BALL TO LOOSEN 3%ROOTBALL DIAMETER - RUDE UNDISTURBED SUBGRADE - DECIDUOUS TREE PLANTING PERENNIAL PLANTING NOT TO SCALE - - NOT TO SCALE RAISE AND REPLANT ANY SHRUBS WHICH SETTLE MORE THAN'2 INCHES AFTER PLANING h WATERING IN SHRUBS SHALL BE SET PLUMB WATER BY FLOODING NCE IN FIRST TWO HOURS AFTER PLANTNG. WATER k MAINTAIN AS PER PLANT LIST — SUMMARY EXCAVATE TO REoulpfiD DEPTH STANDARD sPECIFlcnn9us SYM OTY BOTANICAL NAME COMMON NAME SIZE REMARKS AND BACKFILL WTI PLANTING MIX r SHRUB SHALL BE PLANTED SO THAT CROWN TREES IS 2 INCH MIN. ABOVE FINISHED GRADE AT ER SETTLEMENT - UAPc5 5 Ulmm, americana 'Princeton• Elm-American 'Princeton' 2-2.5 IN CAL 2-3 INCH DEPTH ACED PINE BARK MULCH(PULLGTcS Is I Gletlitsid trio co mhos inermis Honeylocust-Thornless 2-2.5 IN CAL - AWAY FROM BASE OF SHRUB) - Rc5 12 JAcer ru brum Maple-Red 2-25 IN CAL BACKFILL MIX PER SPECIAL PROVISIONS PLACBcS I 1 Pldtanus ace6o.ha 'Blodcl London Pldnelree 'Blood9ood' 2-25 IN CAL 3 INCH HIGH EARTH WATERING SAUCER AROUND PIT SHRUBS - CSGg3 28 Jun'perus thin, sdrgent 'Vindis' Ju n'per 'Sargent's Green' 3 GAL --j Aga. 30 Vaccnium angustfolum Blueberry Lowbush 3 GAL 6' VIII l - —1— COMPLETELY REMOVE SYNTHETIC P BURLAP AND - PFCDg} 16 PatenUIIc GuCcosa 'Gold Drop' C'nqu efol 'Cold Drop' 3 GAL = BELOW _ LACING. FOR CONTAINERIZED PLANTS, REMOVE FOOTBALL — - ROOTBALL I —11 I= CONTAINER PRIOR TO PLANTING SJMCg3 15 Spired japonica 'Magic Carpet' Spireo 'Magic Carpet' 3 GAL UNDISTURBED SUBGRADE t - LOOSE OR CRACKED ROOTBALLS WILL NOT BE PERENNIALS GRASSES 7 x ROOTBALL ACCEPTED FOR PLANING _ PAHg2 21 Pennisetum alopecuroides 'Hameln' Fountoin Grass 'Homeln' 2 GAL S - PAVSg2 23 Panicum virga tum 'Shenan daaH Switch Grass- 'Shenandoah' 2 GAL PAVRg2 21 Panicum virga lvm 'Rotstrahlbusch' Switch Gross-Borst m M1lbuscti 2 GAL -' HHRgt 19 Hemerocallis 'Happy Returns' Daylil -'Happy Returns' 1 GAL 2 - - - SSg1 8 Solidogo sempervirens Sedsico Goldenrod 1 GAL < i o SHRUB PLANTING sAJg2 18 Sedum 'Autumn Joy' Sedum 'Autumn Jay' 2 GAL asNOTTO SCALE MIPg1 12 AcM1illed milleldlium 'Paprika` Yarrow-'Paprika' 1 GAL - �mLLma 6 SALEM BEVERLY CAUSEWAY PARK AND HARBORFRONT WALKWAY FTATF H - PLACED GRANITE BOULDER _ 2-6' _ 2'-6" _ MASS s[o n�NFAm ru. 2013 1 24 RAKED MORTAR JOINTS BURIED TO A MINMUM 1/3 ITS DEPTH PROJECT FILE No. -eomn 4e 3' THICK GRANITE COBBLE STONEPAVERS EXISTING GRADE - LANDSCAPE DETAILS JW�r _ SHEET 20F2 I'MORTAR BED AREA ERCAND B C ACCOMODATE PLAN-SPACING BOULDER AND BACKFILLED WII I- 'X —6"4000 P51 28 DAY CONCRETE SLAB WILL � EXISTING SOIL p•w i .'r-6" 6%6 W2.9 %W2S WWH REINFORCEMENT - " 9" COMPACTED GRAVEL BORROW - COMPACTED SUBGRADE e.a I- COMPACTED SUBGRADE WDTH VARIES NOTE: BOULDER AND LOCATION t0 / APPROX. 2-4 FT BE APPROVED BY ENGINEER \ L R=8 1/4" STAINLESS STEEL PIPE, GRANITE RUBBLE BLOCK PAVEMENT BOULDER GROUT FINISHED GRADE NOT i0 SCALE NOi 70 SCALE 6'CEMENT CONCRETE • S'm cS A-. B' COMPACTED GRAVEL BORROW 7/16"DIA, HOLES FOR 3/8'DIA %6'REPAIR OR STAINLESS S1EEL PIN PAVERS SET HAND TIGHT x - COMPACTED CONCRETE FOOING SWEEP JOINTS W/SAND PER SPEC. _ - SUBGRADE I DIA NOT, REFER TO PLANS FOR COMPLETELY FILL JOINTS - SECTION LAYOUT AND NUMBER OF RACKS LOAM BORROW(PLANTER) _ GRANITE PLANTER EDGING PRECAST CONCRETE PAVERS r---)BIKE `v / `BIKE RACK PRECAST CONCRETE PAVERS 6'CEMENT CONCRETE PAVEMENT NOT 70 SCALE NEOPRENE TACK COAT WITH THICKENED EDGE 3/1'SAND ASPHALT SETING BED 6x6 W2.9 WWF REINFORCEMENT - 4"BITUMINOUS CONCRETE BASE COURSE /* 8'COMPACTED GRAVEL BORROW 8'COMPACTED GRAVEL BORROW - COMPACTED SUBGRADE \—COMPACTED SUBGRADE PAVERS AT GRANITE PLANTER EDGE PAVERS AT EDGE OF CEMENT CONCRETE PAVEMENT 72 3/g' CONCRETE UNIT PAVERS NOT TO SCALE a`z 19�8" 71 y'CENTER i0 CENTER (APPROX.) IT SO THERMAL FINISH SAWN &THERMAL - „ - GRANITE BOLLARD FINISH TOP - SPLIT FACEALLSIDES SAWN THERMAL FINISH ON - FRONT AND BACK,SPLIT MORTARED JOINT, TYPICAL FACE ON SIDES SEE SPEC. SAWCUT CURVED PIECES ON RADIUS FOR TOLERANCE OF - 12 - FINISH GRADE- SEE PLAN - SPLITTING FOR MATERIALS - m 2" v 3"(NOMINAL) a GRANITE PLANTER EDGING WOOD STATE (VA-3 CURB, 6"REVEAL) a _ 8"COMPACTED GRAVEL BORROW CONCRETE FOOTING CLEARANCE FOR 3/8- w. COMPACTED ANCHOR BOLTS GRAVEL BORROW _ - _ 1-5/16" TUBULAR STEEL RUNG USED FOR ADDITIONAL SUPPORT IC _ COMPACTED 3 SUBGRADE - SECTION - NOTES: 1. ALL FABRICATED METAL COMPONENTS ARE STEEL SMOTELASTED, ETCHED,PHOSPHATED,PREHEATED /gyp -F p - - AND ELECTROSTATICALLY POWER COATED WITH POLYESTER POWDER COATINGS. 6 GRANI I E BOLLARD - 3. MOUNTING ATTACHMEN2 FOR HIGH SALT T PER MANUFACTURER.T DIP NOT BEFORE POWDER COATING IS SUGGESTED. NOT i0 SCALE - �1BENCH NBT TB sum - i 55'-10"t SALEM BEVERLY TRUE Nom - (APPROX. LIMITS OF DECK REMOVAL) - CAUSEWAY PARK AND HARSORFRONt WALKWAY 1 • EXISTING TIMBER PILE' _ - _ _ BENT TO BE RETAINED Mnss. PRo PROJEEFA `I sola ss�(TYP.) p _ CT FILE NO. W5121 PIER DEMOLITION PLAN AND NOTES I � 1 1 s+oo I: GENERAL NOTES CAUSEWAY PARK) 1 'II I!, - Y DESIGN: IN ACCORDANCE WITH THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, 17 * o EDITION - 2002. o o - - DESIGN LIVE LOAD = 85 LB/SF (PEDESTRIAN). NOT DESIGNED FOR TRUCK LOAD. 1 1. DESIGN RAILING LOAD = 50 LB/LF (HORIZONTAL) APPLIED AT TOP RAIL. SURVEY: ALL DIMENSIONS, ELEVATIONS AND DETAILS SHOWN FOR EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND LIMITED FIELD MEASUREMENTS, AND SHALL BE VERIFIED BY I) x THE CONTRACTOR PRIOR TO DEMOLITION OR CONSTRUCTION. ANY DISCREPANCIES FOUND ON THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING - a WITH THE AFFECTED PORTION OF THE WORK. -— �I•' . SCALES: SCALES NOTED ON THE PLANS ARE NOT APPLICABLE TO REDUCED SIZE PRINTS. DEMOLITION: REMOVE EXISTING TIMBER DECKING, MEMBRANE RESIDUE, CONCRETE REMNANTS, DEBRIS AND ABANDONED CONDUIT FROM EXISTING STRUCTURE AND DISPOSE OF PROPERLY - •I I I I,1 - ', - OFF-SITE. _ Ij u ONCE THE EXISTING DECK HAS BEEN REMOVED, THE CONTRACTOR AND ENGINEER SHALL REMOVE EXISTING TIMBER - - CONDUCT A JOINT INSPECTION OF EXISTING TIMBER BEAMS.' BEAMS THAT ARE NOT SUITABLE DECK AND DEBRIS FOR REUSE WILL BE IDENTIFIED By THE ENGINEER AND SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF PROPERLY OFF-SITE. BEAMS THAT ARE SUITABLE FOR REMOVE EXISTING TIMBER BEAM, HARDWARE REUSE SHALL BE LOCATED ON A PLAN BY THE CONTRACTOR AND SUBMITTED TO THE AND ABANDONED UTILITY CONDUITS - - ENGINEER. THE PLAN SHALL IDENTIFY THELOCATIONAND NUMBER OF NEW BEAMS REQUIRED TO COMPLETE THE PROPOSED FRAMING AS SHOWN ON THE FRAMING PLAN IN DEMOLITION PLAN _ THESE CONTRACT DRAWINGS. SCALE: 1" = 10' - - TIMBER: BEAMS. DIAPHRAGMS. DECK PLANKS, RAILS AND POSTS SHALL BE SOUTHERN PINE. DENSE NO. 1 IN CONFORMANCE WITH THE SOUTHERN PINE INSPECTION BUREAU (SPIE) CURRENT STANDARDS FOR STRUCTURAL APPLICATIONS. - BEAMS, DIAPHRAGMS AND DECK PLANKS SHALL BE ROUGH SAWN. RAILING POSTS. RAILS _ AND BALUSTERS SHALL BE.DRESSEO.- _ FABRICATION: ALL MEMBERS SHALL BE COMPLETELY AND ACCURATELY FABRICATED BEFORE TREATMENT. BOLT HOLES SHALL BE DRILLED 8s" LARGER IN DIAMETER THAN THE BOLT USED, UNLESS OTHERWISE - NOTED. (APPROX. LIMITS OF DECK REMOVAL) - TREATMENT: ALL MEMBERS SHALL BE INCISED AND PRESSURE TREATED WITH PRESERVATIVE CHEMICALS IN ACCORDANCE WITH AWPA STANDARDS AS FOLLOWS: BEAMS AND DIAPHRAGMS SHALL BE PRESSURE TREATED WITH PENTACHLOROPHENOL IN TYPE EXISTING TIMBER PIER DECKING EXISTING.TIMBER STRINGERS "C" OIL TO A MINIMUM NET RETENTION OF O.6OPCF TO BE REMOVED TO BE REMOVED (SEE GENERAL DECK PLANKS, RAILING POSTS, RAILS AND BALUSTERS SHALL BE PRESSURE TREATED WITH A NOTES DEMOLITION SECTION) _ _ WATERBORNE PRESERVATIVE SUCH AS AMINE COPPER QUAT (ACO), COPPER AZONE (CA) OR EXISTING PILE CAP TO APPROVED EQUAL TO A MINIMUM NET RETENTION OF 0.60 PCF. BE RETAINED FIELD TREATMENT ALL ABRASIONS, CUTS AND DRILL HOLES MADE IN THE FIELD SHALL BE CAREFULLY TRIMMED AND GIVEN THREE BRUSH COATS OF COPPER NAPTHENATE WITH A MINIMUM 2 PERCENT CU METAL, AND MEETING THE REQUIREMENTS OF AWPA-M4. UNUSED EXISTING RETAINED PILES TO BE HOLES SHALL BE COATED WITH.PRESERVATIVE AND PLUGGED WITH TREATED PLUGS. EXISTINGBRACING ITIS �T y f ( / � //l \ HARDWARE NUTS, BOLTS AND WASHERS SHALL CONFORM TO ASTM A3\ EXCEPT AS TO BE RETAINED / y / I / �i - 1 OTHERWISE NOTED AND SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM 153. (BENTS 3, 4 & 5) CAST-IN-PEACE CONCRETE: CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE / MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND _ e i T BRIDGES, OSTEO LBBB. THE CONCRETE MIX SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 4000 P51; MAXIMUM AGGREGATE SIZE OF Y4" AND CEMENT CONTENT OF 610 LB/CY. s - o s /� REINFORCEMENT: REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF PASHTO M31 -(ASTM A615) GRADE 60. ALL REINFORCING BARS AND SUPPORTING DEVICES SHALL BE EPDXY COATED. ALL #4 BARS SHALL BE LAPPED 31" AND ALL #5 BARS SHALL BE LAPPED 39". FOR HORIZONTAL BARS WITH 12" OR MORE OF CONCRETE BELOW THE BAR, THE LAP LENGTHS SHALL BE 35" FOR #4 BARS AND 44" FOR #5 BARS. IF THE ABOVE BARS ARE \ SPACED 6" OR MORE ON CENTER, THE LAP LENGTH SHALL BE 80% OF THE LAP LENGTH SHALL BE 80% OF THE LAP LENGTH GIVEN ABOVE. ALL THE BARS SHALL BE LAPPED AS / 1 �( � ✓ \ \ \ SHOWN ON THE PLANS. a EXIST NO RIVER BED (M.S.L. = 0.0)J TYPICAL SECTION AT EXISTING BENTS SCALE: . 4.. - 1.-0" iRUE�_NORT1 --I. SALEM-BEVERLY 55'-10"3 CAUSEWAY PARK AND HARBORFRONT WALKWAY TS 1• q•t 6 E0. SPACES = 53-2y 1'_p• MAss. pfNFn, FM13 Sse/ ,0 -� RAIL POST CAUSEWAY PARK -, p - < SPACING (ttP.) � vamea FlLE No. wmr 48.-0. PIER PLAN AND ELEVATION ,F 11.-33 .. 4 j 2 FACE OF P.T. TIMBER RAILING (TVP.) I I I I EDGE OF DECK TIMBER DECKING STA. 6+65.06 DETAIL 9 6+00 f ! (PRESSURE'TREATED) 3"x8" TIMBER DECKING (RT.) EXISTING PILE CAP TO REMAIN EDGE OF DECK _ 1 h 1 / -4"x6" P.T. TIMBER STA. 6+0691 jI_ RAILING POST (TVP.) "' '00.0 CAUSEWAY PARK 901 / II : I SEXIST. TIMBER 1/e" OPEN JOINT , _ PILE CAP & BENT 2'-9 3 SP. ® 2 10" 2'-9y i 11 SP. ® 2 10" 2 9' �l i LiB 6 i� = 31 2' 8"x14 TIMBER IBEAMS (TYPJ D EE GENERAL NOTES_DEMOLITION S CTION, SHT. 25, FOR ADDTIONAL INFORMATION) 10"x14" TIMBER FASCIA BEAM (P.T.)(TYP.) F SECTION 2 IIII j I EXISTING TIMBER SCALE: %" = V-0". - PILE CAP & BENT I' t (BELOW TYP) RECONSTRUCT EXIST. PROPOSED TIMBER . CONCRETE ABUTMENT S �" PREFORMED FILLER BACKWALL I I (FACE OF TIMBER -W/ELASTOMERIC SEALANT DECK SURFACE -- ---- - HANDRAIL (TVP - - I'-p OPEN JOINT 6_ -- --- PROPOSED CONCRETE- ' PAVEMENT SURFACE �� CHAMFER (ttP) I EDGE OF PROPOSED �I�TINFER DECK 2- v ACE OF PROPOSED A4 -2" CL. 1 I j REINF. CONCRETE EXISTING CONCRETE BACKWALL T&B PROP. TIMBER ------- --- _ _i DETAIL e I� - - - BACKWALL CAP TO BE REMOVED 2" CL BEAM Z_ v FACE OF PROPOSED EXISTING CONCRETE BACKWALL ! II II TIMBER RAILING TO BE RETAINED j 1•_p•t 8 E0. SPACES = 53'-2Y2" 1'-4" - 1-Y4-0 - II EXISTING CONSTRUCTION JOINT 55'-6"t - - AND G O.C. m HOLES BACKWALL I CONCRETE AND GROUT NS DOWELS FACE OF XIST. 0 12" GENERAL PLAN FACE of EXIST. SCALE. -Y6" = 1'-0" - CONCRETE WINGWALL _ I DETAIL A 3 SECTION SCALE ?/2" 1'-0" SCALE: 1' = 1'-0 Q EXISTING TIMBER - " PROP. TIMBER HAND RAILING _ PILE CAP & BENT 's EXISTING CONCRETE BACKWALL EXISTING CONCRETE BACKWALL TO BE REMOVED TO BE RETAINED FACE OF EXISTING 2—N4 CONT. (TOP) ABUTMENT / { EXISTING TIMBER 2—b4 CONT. (BOT.) BENT TO REMAIN PROPOSED TIMBER 1 (TYR) EXISTING CONCRETE BACKWALL I / STRINGER SPRING RICH TIDE 6.5TO BE REMOVED p MEAN HIGH TIDE = 4 SI e i i I APPROXIMATE EXISTING r RIVER BED EXISTING CONCRETE BACKWALL II II S I— �� MEAN SEA LEVEL = OIO (EXPOSED AT LOW TIDE) TO BE RETAINED ) SAW CUT EXISTING _ DRILL 1—Y"0 HOLES AND GROUT CONSTRUCTION JOINT I ( •, ; I 5 DOWELS ® 12 O.C. IYP. EXIST. RIP RAP x tr wm ELEVATION ; SECTION SCALE: Vis" = 1'-0" SCALE. 1" — 1'-0" _ E TRUE"NORTH -- - SALEM-BEVERLY I 55'-10"t CAUSEWAY PARK AND HARBORFRONT WALKWAY 8 E0. SPACES = 53.-2Y2" 1' y" STAT re0..ova - 1`.ES."`a SNoeT :moi.: 10"x14' TIMBER HEADER 1.ASfiINEA vma 1 n ae 2 10"06' TIMBER FASCIA BEAM (P.T.) PROJECT FILE NO. eosin BEAM (P.T.) ? RAILING POST _ - PIER FRAMING PLAN AND DETAILS SPACING — L D, 10" P.T. TIMBER BRACING (TYP.) EDGE OF DECK N n 6+00 f• It 1 4"X6"(545) P.T.Y.S" TIMBER - �i jSTAGGER END JOINTS(TYP.) C a - SAWN LUMBERDECKING, SOLID POSTS e - 0 10".14' TIMBER � H SEWAY PARK II I I I � '. i j II HEADER BEAM (P.T.) w 6"x14" TIMBER BEAM (P.T.)j I 3�I 3 m 0 26 I I I 1 ; d n 1 —CL 11 A307 GALV. BOLTS W/ M.I. WASHER AND SELF LOCKING NUTS 1 , o EXIST. PILE CAP (14"x14")�I 6 10'} 15't _I 15$ A"I . ® A307 GALV. BOLLS W/M.I. LAG WASHERS EXISTING TIMBER' II I` II! III LI PILE CAP & BENT (BELOW TYP) EXISTING PILE BENT NO. 5 �6" MIN. EMBEDMENT -EXISTING TIMBER. ID BRACE TRIM AT TOP I I I I - - AS REQUIRED I I — . 4 SECTION . SCALE. 1" - f-0" ------ - -"'"- - - 10".' " TIMBER FASCIA BEAM SPACING - BEAM..(P.T.) 6 EQ. SPACES = 53'-2Y2' 1._6. _ - TE SEE SHEET 25. GENERAL NOTES, DEMOLITION SECTION, FOR - INFORMATION REGARDING REUSE OF EXISTING BEAMS. - FRAMING PLAN SCALE: A116" = 1'-0" 5 1"Ix20" LONG GALV. - fL EXIST. PILE CAP DRIFT PIN, 10"x14" TIMBER HEADER AND BEAM JOINT COUNTERSUNK (TYP.) f E 8"x14" TIMBER i BEAM (BEYOND) I 6"x14" TIMBER S BEAM 10"x14" TIMBER HEADER y Q STRINGER DECK FASTENER NOTES: —TIMBER DECKING II II I. 6'0x6" LONG GALV. ANNUTARLY� ,, I - f THREADED'(RING-SHANK) SPIKES. BEAM END JOINT II o _ MIN. - CF �0 A307 GALV. 5 - 2. PREBORE �6'0 SPIKE LEAD HOLE AND V U LAC BOLTS w/M.I. - - �O TREAT WITH LIQUID PRESERVATIVE EXISTING // —T' - WASHER - PRIOR TO PLACING SPIKE. TIMBER PILE CAPD 'L �0 BOLA30TS vilMLI. - . s 2-SPIKES ® LAC BOLTS A EA. ATR. WASHER TIMBER ALTERNATE SPIKE - f STRINGER INSTALLATION ANGLE AS SHOWN SECTION AT EXIST. BENT SECTION AT HEADER ELEVATION AT HEADER TIMBER DECKING FASTENER DETAIL TIMBER BEAM CONNECTION DETAILS LL' NOT TO SCALE SCALE: 1" ZST SALEM BEVERLY CAUSEWAY PARK AND HARBORFRONT WALKWAY x1w NRA ]OI] PR.JE I ILENO. 605121 PIER RAILING DETAILS lk Q POST CL POST 1Yr"x12" AZEK SEE PLAN FOR POST SPACING COMPOSITE CAP RAIL Ir.• 1 "x 6" (545) P.T. TOP - " 4"x6"(S4S) m A307 GALV. DOME RAILING POST (ttP.) HEAD AND SBOLTLWIM.I. NUT{ttP.) - 3"x6" (S4S) HORIZ RAIL - —3"x6" (54S) P.T. HORIZ. RAIL 4'x6" (SAS) P.T. —2"x4" (SAS) P.T. - POSTS ® 5' O.C, o BALUSTERS ® ]" O.C. 3"x8" TIMBER DECKING, .� ROUGH SAWN LUMBER, P.T. �•. MAA �_- - —3"x6" (545)"P.L HORIZ. RAIL (TYP.) CL 1"0 A307 GALV. BOLTS = 3 2"x 4` BALUSTER (TYP.) W/ M.I. WASHER AND f Z" O.C. (ttP. - SELF LOCKING NUTS— - 8"x14' TIMBER BEAM 10"x14" TIMBER FASCIA (TYP. - INTERIOR BEAM) BEAM (P.T.) �1 �6"x10" TIMBER BOLSTER PLAN B DETAIL 26 SCALE: 3/4" _ 1'-0" 'rt POST - - I .i fZ POST ' - M 10".14' FASCIA (TY )307 DAILY. BOLT BEAP -} 2-6/6"0x15" LONG A307 GALV. LAG SCREW W/M.I. —"�-- _ WASHER o YLA I. F PROPOSED TIMBER DECK SURFACE 11i - 3" 3^ 6" 6" 3' 3" 6"x10" TIMBER - " o BOLSTER 2. 0, - E L ELEVATION RAILING DETAILS TIMBER BOLSTER DETAIL o SCALE: 1-1/2" = 1'-0' - SCALE: 1-I/2" = 1'-0" Natalie Lovett From: James R Treadwell Urtreads4@gmail.com] Sent: Tuesday, February 05, 2013 9:05 PM To: Natalie Lovett Cc: Emily Udy; Michael Sosnowski Subject: Section 106/Salem Beverly Transportation Project (SBTP) February 5, 2013 To: Salem Historical Commission: The Agenda of the Salem Historical Commission (SHC) indicates "Causeway Park Construction Project - Mitigation for Salem-Beverly Transportation Project- Review and Comments under Section 106 Memorandum of Agreement" Based on the following considerations, I would conclude that the Memorandum of Agreement (MOA), developed in 1992 for the Salem-Beverly Transportation Project (SBTP), DOES NOT APPLY TO THE CAUSEWAY PARK IMPROVEMENT: a 1. Stipulation I of the MOA, "Design of the Bridge Street Relocation, Salem", a -- is applicable to Phase IV, the North Street Overpass to Flint Street segment of the t SBTP, -- the "adjacent historic properties" that were determined to be impacted by this phase of the SBTP, is the historic McIntire District, and ---the "waterfront park" referred to is the Leslie's Retreat Park. 2.The Section 106 process did not recognize the Causeway Park as an historic resource nor did it find that its construction would impact on any historic property. In my opinion, the MOA does not require-nor does it authorize- the review and comment of the Causeway Park by the SHC. Respectfully, Jim Treadwell NOTE: Causeway Park is being constructed to satisfy Special Condition 8 of Waterways License 3146. t m I/i x Niue, �r•`�� � ��� (D ROM l !ll � ��s�7�UrI�D ` Iiili�liGli=-Ii _ WR / \! / ! w o Sec ur t-fQUtpo t-Ce'nter a r -iy L y� k � ew - � ��{ Buildi.ngs to be demoFrshed7 I 1 f - 1 /A\ C or � New , $ Mechanical �t Penthau_se Enabling WorkS New Penthouse on Dodge Wing & Security Outpost Center 1 Z SM it •�, -e. l iY � 1 VIM mr !,! r All r m X PII A X 111 LM YARk 0 � AMR\% i,Z<ls 4, 15r Ap, \` ` 1 . i \ \ LX\7114 � �;���- •� '"�- !' r�'" �- �: J->..�'-�;°�� �t" _'ice . •� _ 1 � ■ IA tA � uk, t xtom a ■.. � •.. 111"' > "1< _ Y O' 'r` /Iv' •a n T'��. • ;� � �4� I � �z4 �. 4� InOL i' n r 1 k AY All t f . sf +,`..+ ;'.�.. � � ` �,', 1 �..�r•,ate � , r D- all 441 t' f 'r�ati,%f1 t� ti' e•' •�'� . � e /■■�■ u 4 �' � 4 to f' u 1i. 4�a 1 4.k pp. let t ;,AR� � �. ��� -� I• - 1 , ��a +`l �' • r Y `. i¢� g� 4P' 4tfyY� lY. 4 J 14 { nM?T1�f^•y��y ' 1'.1 ■.1'\ift 1 q'k w. L\�� f� t V '•1t 1 1 1`/ s 'z- 1 \ a.,l I .a .u:I,a I a w .,a. N� t �tpt r l > l! y . '`•� t � � tF y•—^�y f C G�f' � ��i s �a f�s%�Y t ° rt'.I Y -�y!'�( j\_,M Ito j ^ u• nmq # .:, • •���4 f'� I, - � kIc .r( Iain{rye � mow. I. �,r... � . 9�cinINK Salem historical Commissi®n 120 WASHINGTON STREET,SALEM, MASSACHUSETTS 01970 January 3, 2013 (978)619-5685 FAX(978)740-0404 i Michaela Jergensen, Preservation Planner Massachusetts Historical Commission 220 Morrissey Blvd. Boston, MA 02125 RE: Project Notification Form: Grove Street & Harmony Grove Road Dear Ms. Jergensen: The Salem Historical Commission (Commission) has reviewed the Project Notification Form (PNF) along with the additional information submitted to Massachusetts Historical Commission (MHC) for the Proposed Mixed-Use Development at Grove Street and Harmony Grove Road. "this project involves the redevelopment of properties located at 60 & 64 Grove Street and 1, 3, _ &5 Harmony Grove Road and will include the rehabilitation of the Salem Oil & Grease office building located at 60 Grove Street. In response to the PNF, we offer the following comments: • The Commission respectfully requests that MHC ask for further details on the rehabilitation of the building located at 60 Grove Street. Specifically, in regards to the level to which the historic fabric of the existing building will be preserved and restored. • In reviewing the PNF, the Commission found that more documentation is necessary to identify the potential historic resources in the area, beyond those recognized in the PNF. These potential historic resources include the canal, canal walls, and cemetery. The Commission respectfully requests that MHC require a more thorough report on these resources and any potential mitigation measures necessary to address the impacts on these resources. • The Commission respectfully requests a more detailed archaeological evaluation to determine if-there are any potential archaeological impacts of the project. • The Commission respectfully requests that MHC make a determination, or ask the proponent to make a determination, as to the potential negative visual and other effects ofthe proposed buildings on the historic properties identified in the MHC MACRIS database (SAL A- Blubber Hollow and SAL 376 Salem Oil & Grease) and to have the parties consider any mitigating procedures that might eliminate or ameliorate such potential negative effects particularly from the pedestrian level view from Beaver Street. It is the Commission's understanding that visual graphics have 1 Page 2 1/3/2013 been prepared as part of the Salem Planning Board public hearings that demonstrate the view from Beaver Street. The Commission feels that these graphics should be submitted for reference. We believe that this additional information should be provided as part of the Environmental Notification Form (ENF) process in order to better understand the impacts that the project may have on the surrounding historic resources and neighborhood. Thank you for your consideration. Respectfully submitted, SALEM HISTORICAL COMMISSION Jessica Herbert, Chair Cc: Robert Griffin, Griffin Engineering Group LLC Michael Hubbard, MRM Project Management, Inc Joseph Concim, Esq. (by Email) Griffin Engineering Group, LLC December 18, 2012 DEc 20 �bOE . OF PL'%W!G a Ms. Michaela Jergensen, Preservation PlannerTMLOP4y`^" Massachusetts Historical Commission 220 Morrissey Boulevard Boston, MA 02125 By Hand Delivery Subject: Additional Information — Proposed Mixed-Use Development Grove Street & Harmony Grove Road, Salem MHC Reference: RC-53462 Dear Ms. Jergensen: Please find enclosed additional information you requested in support of our November 29th Project Notification Form submittal for the subject project. The submittal includes the following: 1) Mass Historical Form A with brief architectural and historical description. 2) City of Salem Assessor Maps showing parcel locations. One shows parcels and structures, the second shows an aerial photograph view. 3) Supplemental photographs of the site and buildings (6 pages). 4) Historic Site Use plan by Griffin Engineering Group, 4/28/11 (11x17 — reduced scale print). This plan shows the approximate location and construction dates of buildings on the property that we are aware of. Information compiled from Salem Registry of Deeds, Sanborn Maps and plans on file with the property owner. 5) Excerpted pages from City of Salem Atlases for 1874, 1897 and 1911. These atlas pages were obtained from the Essex South District Registry of Deeds in Salem. Phone 978-927-5111 1 Fax 978-927-5103 1 www.griffineng.com Ms. Michaela Jergensen, Preservation Planner Re: 1, 3 & 5 Harmony Grove Road and 60 & 64 Grove Street, Salem December 18, 2012 Page 2 Please do not hesitate to contact the undersigned should you have any questions or comments or require additional information. Very truly yours, Griffin Engineering Gro , LLC Robert H. Griffin, P Enclosures: As-noted cc: Michael Hubbard, MRM Project Management, Inc. J. Correnti, Esq. Salem Historical Commission; Attn: Jane Guy. • 1 1 � 1 1 • � 1 1 1 1 1 1 1 1 1 1 1 a 1 i • •— se J 1 ,� .D;y-yu[{^s r�. .ry b °, ��JIJ�[ 1 1 1 1 1 1 1 1 • <iv 1 �:.iF�u'YIII" Ilii 1 'ixJ��,�x,��•<..y�.;L PR 14; d•� l4 �.i X111 , �i 1 1 1 1 1 1 ' • 14� t• t 11 1 1 94 ul 1 _ SLR 1eW4,4M. VIVO y • n "k� VA A!le�. M-1 t\tery,1 "�4>r� y l�� ' •p.E ' Is` ^ '� I rt W- '>; ���'RI� � 1� J�,,+..to�5y�;��y,_{,��ik�` ✓• J I"�#. &�?�•'�$<��` 'w�'h 4-��,�i kTv°M5�,d��` ��� � �? ��a. \."`�1r'-.iYE�/.' t'F,.. ">y�.`I���, � �"1'.>•'�•#°4'=_. 1 1 1 1 1 1 1 1 I t 1 INVENTORY FORM A CONTINUATION SHEET TowN NAME OF AREA MASSACHUSETTS HISTORICAL COMMISSION Area Letter Form Nos. 220 MORRISSEY BOULEVARD,BOSTON,MASSACHUSETTS 02125 ❑ Recommended for listing in the National Register of Historic Places. If checked,you must attach a completed National Register Criteria Statement form. Use as much space as necessary to complete the following entries, allowing text to flow onto additional continuation sheets. ARCHITECTURAL DESCRIPTION Describe architectural, structural and landscape features and evaluate in terms of other areas within the community. The project site is developed with six dilapidated industrial buildings remaining from the former Salem Oil&Grease Company. The buildings consists of an office/storage building,barrel storage building,warehouse/sulfonation building,cooperage/finishing building,wastewater treatment building,and maintenance/storage building. The oldest building(the office/storage building)on the northerly side of the North River Canal was constructed in approximately 1912. Two enclosed bridge structures over the North River Canal connect the northerly office building to the manufacturing buildings located on the southerly side of the canal. The office building has a dilapidated wood and vinyl siding fagade with many broken windows and vandalism. The manufacturing buildings are generally constructed with a masonry brick or block fagade. The wastewater treatment building has a T-11 wood panel exterior and the maintenance/storage building has a corrugated metal exterior. The building fagades are generally consistent with other industrial building throughout the Blubber Hollow area. The landscape is generally overgrown and contains significant amounts of trash and debris. The former industrial uses of the property contaminated site soils that need to be remediated as part of site redevelopment. HISTORICAL NARRATIVE Explain historical development ofthe area. Discuss how this relates to the historical development of the community. Industrial uses of the property began in the 1700's,and continued into this century. In approximately 1712,descendants of Captain William Trask,who had constructed gristmills along the North River in Peabody,moved the gristmill operation downstream to the location of the current Grove Street culvert crossing. The tidal gristmill is indicated on 18i'and 19"century maps as Frye's Mill. In the early 1800's tanneries were established along the banks of North River. In the vicinity of the project site, the Frye's Tannery and Nabers Tannery were established on the southerly side of the river. The area quickly became known as"Blubber Hollow" because of the distinct odors associated with the booming tanning industry. Historically,the tanneries discharged their waste into the North River. In the 1880's,because of deteriorating health conditions along the river,the City of Salem channelized the river, creating the North River canal. Also, in the 1880's a railroad line was constructed along the canal that extended into Peabody. The Salem Oil and Grease Company first occupied the 60 Grove Street parcel(northerly side of the canal)in 1912 which was land created(ie.Land is filled tidelands)by channeling the canal. The company acquired the easterly portion of the 64 Grove Street parcel (southerly side of the canal)in the 1930's and expanded their operation. The company then acquired the westerly portion of the 64 Grove Street parcel and the 3 Harmony Grove Road parcel in 1965 from the Peter Sim&Sons Morocco Factory after it had burnt down. The Salam Oil&Grease Company gradually expanded their operation toward the west until closing down in 2002 due to economic pressures and environmental concerns. Enclosed please find several historic atlas maps documenting the use of the site from the late 19"century. The site can be readily distinguished on the atlases by looking for the sharp bend in the North River Canal. Railroad tracks cross the canal at the site. 4/11 Follow Massachusetts Historical Commission Survey Manual instructions for completing this form. INVENTORY FORM A CONTINUATION SHEET TowN NAME OF AREA MASSACHUSETTS HISTORICAL COMMISSION Area Letter Farm Nos. 220 MORRISSEY BOULEVARD,BOSTON,MASSACHUSETTS 02125 BIBLIOGRAPHY and/or REFERENCES Francis J. Lynch, 50 Years in Blubber Hollow with Salem Oil& Grease Co. (Salem: The Company, 1960) The City of Peabody Department of Community Development& Planning, City of Peabody Riverwalk&Historic Trail MasterPlan, (200 1) C.M Hopkins, Atlas of Salem, Massachusetts, (Published in 1974), plate J & P L.J. Richard & Co., City of Salem(Atlas 1897), plate 7. Atlas of the City of Salem, Mass., (Boston: Walker Lithograph & Publishing Co., 1911), plate 12. 4/11 Follow Massachusetts Historical Commission Survey Manual instructions for completing this form. 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I'll STl-ruRE To r _ INISHIJ_ ca _ O EXISTING ANI, B I o DmofiJ., e OVERHEAD OCH hET ���i 1948 smucivaE �=R° MAP 16LOT N BIT OON�- I 1"B'Dc L)JF_R,` E 9�6t / (64 GROVE STREET q ENT(TYPICAL) " ROOrt1 ~ 234,152 SD.Fi, t 5.38 ACRES BIT DO I TRUCK 1 ,9 1933f _ , AREA' 12 .. SATEEN NE REi.�' / � �� .�.... iPE1 IIEI:'T' 01 !:AiE� J G ,T�VPMENT I) 04c _ 1 — �P BIT. CONC. 1N LOT v7 - Lt _ _ OPIT R TPEuTr 1979 2Pr _... m r al meg" m Ivo Gare DescnpHDn - m 1 Revisions MPP 16 LOT 218 SILVER a9of 957 " (PUBLIC WAY BORES P r�M SJ FONAIOFI - ..II O I{I{ -'TF� �I I MnP 224 LOT I .. LOT 225: n Wfk LOUSE .7J N/F .�,., .. .MAP 16 © 7. b ,� COON=' PA� L 1957-1965 U U D N G �Om MAP 16 L i ]6 I Q I MAP ifi LOi CONLEY iUt ER Ory/}2] �A �L GIN(` I 920 mm N/F_ 2Ci 223 IvpYD�,1,','',''';aal�y u u - -I FLORES A`: MAP I6 A. REAL e 'LAW50N� j T - �. -. 1. WALL ... DATES A R E ( LOT 222 ESTATE EE MAP I6 LOr 2],`)111 5 ALL MPP 16 NET TRUST N/F �4 - BE LDT 220 KOnLOFERI I OEMEULE - CE P VEMENT APPROX. U } MPP 16 LOT 232 n2, ILII MAP 16 I ..�aurvoEN I m � I _ I I Q � I Q I. ILOT z3 L,� I "h I_rr.me v.wwlc OONO MAV 16 . :e4 e I_ ..9.L. CONC. MAP 161 LOT 22911 3 I� MIERS AP 2133 L0 „6 LONMAE�J6 Pnii 1fi LOi 235 - -" � LJ� _ -2 a .x11 I'L N �csvncGln }eo PAnmsDN 2 I I ROSS A 0 1 T I M LOi J I i__ p.y SON o 0 V BASN - J I SPERIDAKOS - _ lGriffin a GRANITE uae BEAVER STREET Engineering (PUBLIC WAY�- 30. WIDE) GmuP, LLC P O Box 7061 100 Cummings Center,Suite 2246 Beverly,MA 01915 KEY: LEGEND Tel:978-927-5111 N PROPERTY LINE Fax:979-927-5103 --_ OGLREF: LEATHER COMPANY/PETER SIM & SONS INC. - - EASEMENT LINE REF: In OF SALEM - 1906 to 19}6, MPP 54 —-- A SOUTHERN ESSEX REGISTRY OF DEEDS. PLAN 172 OF 194} — MEAN HIGH WATER MRM PROJECT c EXIST. BUILDING MANAGEMENT, LLC SALEM GAS COMPANY- GAS STORAGE TANK V 1I EXIST. RAILROAD TRACKS O REF: ATLAS OF SALEM - 1911, MAP 12 +rr� I�,T 6D-64 GRAVE ST, BI SOUTHERN ESSEX REGISTRY OF DEEDS, PLAN 172 OF 1943 EXIST, RETAINING WALL 3 HARMONY GROVE 1950 CERTIFIED SANFORM MAP ---14---- EXIST. CONTOURS D EXIST. DRAIN LINE BRIDGE ACROSS NORTH RIVER CANAL AT 3 HARMONY GROVE ROAD O ® EXIST, CATCHBASIN REE: SOUTHERN ESSEX REGISTRY OF DEEDS, DEED BOOK 1982 PAGE 181 (1909) SOUTHERN ESSEX REGISTRY OF DEEDS, PLAN 172 OF 1943 BRIDGE & SLUDGE BEDS PLAN PREPARED BY E.H. PORTER CONST. CO. (1947) v, =RAZED STRUCTURES F777/1 / HISTORIC SITE USE + V NOTES. SALEM OIL & GREASE CO. - 64 GROVE STREET Q THIS PLAN 15 PREPARED FOR THE PURPOSE OF IDENTIFYING THE APPROXIMATE ®. REF: ATLAS OF SALEM - 1906 to 1938, MPP 54 q LOCATIONS OF STRUCTURES THAT WERE PRESENT IN 1946. ALL STRUCTURES SOUTHERN ESSEX REGISTRY OF DEEDS, PLAN 110 OF 1947 n THEN IN EXISTENCE WERE ASSOCIATED WITH MANUFACTURING AND MECHANICAL YARD PLAN & UNDERGROUND PIPING PLAN PREPARED BY CHAS T, MAIN. INC. (1948) 1 PROCESSES. BGDe: "=4V 2)ASSOCIATES, CONDITIONS AND BOUNDARY SURVEY BY LEBLANC SURVEY SALEM OIL & GREASE CO. - 60 GROVE STREET I GRAPHIC SCALE ASSOCIATES, INC. O REF SRAS OF SALEM - 1906 to 1938, MAP 54 Jpb NO.700 }) ELEVARONS SHOWN ARE ON THE 1929 N.C.V.D. DATUM. C-�1I U SOUTHERN ESSEX REGISTRY OF DEEDS, PLAN 110 OF 194> L 4) SUBSURFACE UTILITIES EXIST ON-SITE AND ARE NOT SHOWN ON THIS PLAN. YARD PLAN & UNDERGROUND PIPING PLAN PREPARED BY CHAS T. MAIN, INC. (1948) LBLN®4 P/P/,P-b 5) PROPERTY LINES FOR 3 HARMONY GROVE ROAD ARE APPROXIMATE. IN REST) u 1 mcn- AS 11 DI 4/28/11 Griffin Engineering Group;LLC Dec aFP Z 6 November 29, 2012 �2p11 Massachusetts Historical Commission �O�M 220 Morrissey Boulevard Boston, MA 02125 - i , Subject: Project Notification Form (PNF) Mixed-Use Development Grove Street& Harmony Grove Road, Salem Dear Commission: On behalf of the Proponent, MRM Project Management, LLC, we are pleased to submit this Project Notification Form (PNF)for a mixed-used development at 60 & 64 Grove Street and 1, 3 & 5 Harmony Grove Road in Salem. The proposed project will redevelop the former Salem Oil & Grease Company property for residential and commercial uses. The property is vacant and has not been used for industrial purposes for many years. In addition to the PNF, please find enclosed the following: 1) U.S.G.S. Map of Project Area; 2) Photographs of Existing Buildings; and 3) Project Plans & Building Elevations. Please do not hesitate to contact the undersigned should you have any questions or comments or require additional information. Sincerely; Griffin EngineeringGrou LLC Robert H. Griffin, P. . Cc: MRM Project Management, LLC J. Correnti Phone 978-927-5111 1 Fax 978-927-5103 I www.griffineng,com 950 CMR: OFFICE OF THE SECRETARY OF THE COMMONWEALTH APPENDIX A MASSACHUSETTS HISTORICAL COMMISSION 220 MORRISSEY BOULEVARD BOSTON, MASS. 02125 617-727-8470, FAX: 617-727- 5128 PROJECT NOTIFICATION FORM Project Name: Legacy Park Apartments at Harmony Grove Location/Address: 60&64 Grove Street and 1,3&5 Harmony Grove Road City /Town: Salem,MA Project Proponent Name: MRM Project Management,LLC Address: P.O.Box 388 City/Town/Zip/Telephone: Beverly/MA/01915/978-927-5111 Agency license or funding for the project(list all licenses,permits,approvals,grants or other entitlements being sought from state and federal agencies). Agency Name Type of License or funding(specify) US Army Corps of Engineers General Permit(Category 1) Environmental Protection Agency Stormwater Pollution Prevention Plan Massachusetts DEP Chapter 91 License Mass Bay Transportation Authority MBTA License Metropolitan Area Planning Council Site Assessment Money Administered by the City of Salem Project Description(narrative): The proposed project is the comprehensive redevelopment of the former Salem Oil&Grease factory site on Grove Street and Harmony Grove Road. Redevelopment plans include construction of three multi-family residential apartment buildings(total 141 dwelling units)on the 64 Grove Street parcel and the renovation of an approximately 17,000 square-foot commercial building on the 60 Grove Street parcel. The redevelopment scheme will remove many dilapidated structures from the property. Primary vehicular access will be from Harmony Grove Road via a new bridge over the North River Canal. A pedestrian bridge is proposed over the canal near Grove Street. A modern stormwater management system will be installed. Does the project include demolition? If so, specify nature of demolition and describe the building(s) which are proposed for demolition. The project includes the demolition of dilapidated industrial buildings remaining from the former Salem Oil& Grease Company. The oldest building,located on the 60 Grove Street parcel,will be saved as discussed below. The buildings to be removed include a warehouse,sulfonation building,cooperage building,finishing building, wastewater treatment building,storage building,and barrel storage building. In addition,two enclosed bridge structures over the canal will also be removed. 5/31/96(Effective 7/1/93)-corrected 950 CMR- 275 950 CMR: OFFICE OF THE SECRETARY OF THE COMMONWEALTH APPENDIX A (continued) Does the project include rehabilitation of any existing buildings? If so,specify nature of rehabilitation and describe the building(s)which are proposed for rehabilitation. As noted above,the existing Salem Oil&Grease office building located on the 60 Grove Street property will remain. The building is the oldest on the site and was constructed in approximately 1912. The building will be rehabilitated to meet current building codes. The building exterior currently is in poor condition with many broken windows and missing siding. A full rehabilitation of the building is required. Does the project include new construction? If so,describe(attach plans and elevations if necessary). Three new multi-family residential apartment buildings(total 141 dwelling units)are proposed on the 64 Grove Street parcel. The buildings are 4-stories in height and have parking in the basement. The apartment buildings are tastefully designed to have an industrial looking facade to honor the history of the site and mimic some surrounding building. To the best of your knowledge,are any historic or archaeological properties known to exist within the project's area of potential impact? If so,specify. According to the MACRIS database,the following are on the Inventory of Historic Assets of the Commonwealth: i SAL.376—Salem Oil and Grease Co. ➢ SAL.A—Blubber Hollow What is the total acreage of the project area? Woodland 0 acres Productive Resources: Wetland 0 acres Agriculture 0 acres Floodplain 1.0 acres Forestry 0 acres Open space t 7 acres Mining/Extraction 0 acres Developed 56 acres Total Project Acreage 8.3 acres What is the acreage of the proposed new construction? 5.6 acres What is the present land use of the project area? _ The site is currently vacant. The majority of the site was owned and operated by the Salem Oil&Grease Co.for approximately 95 years until May 2006. The project site is developed with multiple office,industrial,and storage buildings with associated access driveways,wood&metal bridges,parking lots,and material storage areas. The site is generally"run-down"with many degraded surfaces and debris scattered about the landscape. Please attach a copy of the section of the USGS quadrangle map which clearly marks the project location. This Project Notification Form has been submitted to the MHC in compliance with 950 CMR 71.00. Signature of Person submitting this form: Date: Name: Griffin Engineering Group,LLC (Robert H.Griffin,P.E.) Address: P.O.Box 7061 City/Town/Zip: Beverly.MA 01915 Telephone: 978-927-5111 REGULATORY AUTHORITY 950 CMR 71.00: M.G.L. c. 9, §§ 26-27C as amended by St. 1988, c. 254. 5/31/96(Effective 7/1/93)-corrected 950 CMR - 275 oil n. Front of 60 Grove Street Office Building (To Be Renovated) * 1 � 4. Rear of 60 Grove Street Office Building (To Be Renovated) fir- y �r+ §Nd8',v iY �4 a8 as �a 1 - 0.F .»Vw' as '_ • � �t�a .� i1{ Y 7— At, Ottli di -g}i � e!� k r /'���5i n Iµ� +T a rMq»X'aeahaR FI �3 � »� ,F,� - �, .r•a 1�- � tg t � i a F YP c Rear of 64 Grove Street Property. Chimney From Former Sims Morocco Factory. (To Be Removed) e£�'r --x—i r.+q aF�J .�"• ,.< y is View From Rear of 64 Grove Street. Wastewater Treatment Building Located on the Right and Industrial Building Located on the Left. (To Be Removed) 1 i 4 MRM Project Management, LLC Beverly, MA U 10 Es El 13 ES M ! Federated Companies Boston, MA O-URT _ , I Ing Brian BeaudetteR . Architect Canal Side I 4 EE go IN x ;. ® � .. T ` ' IM V 19 O . $ Side f Main Entry Side Building #3 L i MRM Project Management; LLC Beverly, MA �} M M MEE IM IM In fm go Em M F' ® 0 up Federated CompaniesIN ND N Boston, MA Brian Beaudette Architect Canal Side I� ® ® ® ® 0 m 99 M M 9H M gum InIRA La 1,7111 o AV. x Side Main Entry Side Building #2 u MRM Project Management, LLC Beverly, MA I ; �i Federated Companies �. Boston. MA .Y Brian Beaudette Architect Canal Side t f X1 If log R '.i Side Main Entry Side Building # I f Y�'} � kx t « �"�- 4 "t l •,{F"/) ..J//'"""AAA � ... s tcy. f Wil. jy�pw Cj d WASrpptN�� � a SNC ✓ ! !xC'�Y°!"S t ���` n 1. A+'E+` ���:e _ n itY Project Site VA; nw /1 3K NOW .M�,/`�•�:�P'� �, ""��m xscd'P^• ,y-Ycn� �Yr. T J•. s "'" �'qO .,; .� #-3�Harrn yGrove Rd a. �irem ■�-_ u ri`�J..s�.'3:, �. 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Brian Beaudette Architect Canal Side Eq et mi ral ®I Side Main Gun' Side Building#3 r - xlttilYcc�Y�i _ .�1 r 'y P • i as _=1 sYra arw rami ` ,• + ``e e. I ... err:i� rwrr �,. . .Yl.aaf I ■wow ' aaax: T lY SSS � PLZy' I err_ . `— '� ' ;: 7 c 6fiy`dfdidji d _ t g 1 FJ f r M *RSi� 1 K �iYi•�.. 'fyT� .Yfr s1 �.�r x I �iY Y01 ����. + n' Ia..cv bzpd eT v�'3°.,nw+e .fir � 'b`� ♦.f•�n'.y� �J/ 4� {.per ��i•ri.t; ��1l g � O 1 nl ier re _ y � •p¢.' 3y ht's Y� ��� t - y � e N s 1 1. (D Z 4 Ji ti' v IOUA6 rD rD :3 r J as � n r i / n rD n 7 � ��� ' A ♦ s �dFl '+i;�' i \r o (D a J G M ppp tl:�'� 'tl • F I �� !p' rD t ®� o : �� � � T a i w ii o' Jonathon Carlton Sometimes it is necessary to describe a history, to praise a later condition thus I must give credit first to Captain William Traske , the original settler on the land of Silver St,Beaver St and Watson St.. In the year 1624, he landed somewhere near Gloucester on Board The Ship Phenix. He eventually settled in South Danvers as one of the Old Planters. Gov. John Endicott had offered him 50 acres of land . William was a well educated solder in military manoevers and civil engineering. In 1648 he deeded some of his land to Gov.Endicott in exchange for 500 apple trees . He then planted an apple orchard at the top of the banking of the north river which took the banking of the river downstream for about 2 miles from the present Salem -Peabody Line to Grove St. Salem In 1635 he built the first Grist Mill in America on the river by P�abcdy Sq. In 1550 he built a "tyle myll" by where the Peabody Stop and Shop nn;,,,' r�cid{'S. This mill was moved t0 the present bean c,:' land arid �^ •i� Q t .^c +;zap 1,,.; ti, ..n - - _s. L• .;7 t'�rc r�.`r• r,r:l-ter Peabody. In 1856 the Town of South Danvers was incorporated in part with a lot of protesting by people at that time because they did not want to lose our area to Salem. Silver St houses were built in the years just before this Act.. The railroad was in high gear and immigration and leather manufacturing by the river was in vogue. Jonathon and George Carlton were very prosperous business men. Jonathon built homes on # 2, 6�18., 20„22, 28 ,30 Silver St and later 26�then onto Beaver St He .built more 2 family structures onto Watson St. A lot of times he came back years latter and built as the immigration continued. His homes are not fancy. They are built for workers i.e. plain woodwork, 2 fireplaces, small lots, , and he signed his name on the outer front wall when he when he was through back plastering - a form of insulation. It is a wonderful tribute to a builder in 1847 can have so many homes alive and well. It is said that he built 7 in his first year and 400 the next. I believe the man, Jonathon F. Carlton , perhaps the first major builder in this state. I would like to see that these historic homes not be hidden by these intense buildings. Please make them lower the height and retain the air 4 0 and light they enjoy now in this historic area. fA 1 i W,drd 6 r 1 f Ward 1 da ' 1 G @t C. .. / Cu.me ® / � %lave/h fdmu7d y/ Barnet KEte A. 4 Ro 'f ✓ Sim hkOra/.h .-1estin �m 3 Y`y - S I L.-!'-/ E9.R � 9s. F Si g/e fun Thlu r s- £ eV� s ' Su/1 n ManFerian � xk�! LarRin a/jyi 7 � PrYscr4 ,HraT y� ;a t ne✓ J ff. � .G,. 'r.r t • �i r ��.�V x t� .. r f, i �1�h l 4 ♦ �Ti'p t p, '`ot yi��.�,,,5 5Y l :••��j"f�SF:+f" .i .� :Y til' <. !' ! }s F. � 1 "Neither tradition nor record informs us as to place of burial,i6 continues William Blake Trask. When Captain Traske died in May, 1666, he left the mill to his sons John and William. William apparently relinquished his pan in the mill to John, who continued to run the mill until 1712, when he was given permission to move it to Spooner's Point. He was required to make and maintain a highway across the river for men and teams at his own cost. Captain Traske was an interesting and influential personality in the early days of development in both Salem and Peabody,and his mills and the changes in the river because of his enterprise, probably changed the area a great deal. In James D. Phillips book he describes the importance of the North River. It is impossible to understand the layout of the city without trying to realize the importance of the North and South Rivers,and to visualize them as they were in the seventeenth century. On North River the rise of the tide was felt nearly to Peabody Square. It ran down at varying widths, but usually from two to four or five hundred feet wide in a southeasterly direction between the high land back of Boston Street and that in Harmony Grove Cemetery, which show its original banks, till the basin where Boston Street dips from Essex Street down into Blubber Hollow was reached...It was a broad and beautiful estuary navigable for small boats up as far as Moulton's shipyards." Land was granted along North River to several people as well as Robert Moulton. "This seems to show that there was at this early date a shipyard where Boston Street crossed the cove, later filled in and called 'Blubber Hollow'.' Phillips continues with his comments about Captain William Traske, "He was a notable character in the early military history of the town and deserves to be kindly remembered."10 'The Ncw Englund Historical& Genealogicul.S'ociety Register, VoL 55, '[bid. 3 Felt's Annals, 2'ed. Vol 2, p. 165. 1 The New England Historical& Genecdogicul Society Register, Vol. 55. Ibid. 6 [bid. 7Essex Antiquarian, Vol 7,p. 50. " Phillips,James D.,Sulenr it,the Seventeenth Century,p. 178. Ibid. p.177. "Ibid. p.178. Bibliography: _t-L Captain William Traske and Some ofhis Descendants, Danvers Town Archives. Chapter 134, Acts of 1856, New Boundary Between Salem and South Danvers. Essex Antiquarian, Map of Salem in 1700. 1902. Essex Antiquarian, Vol. 7 p. 182 Essex Antiquarian, Vol. 9 p. 148. Essex Institute Historical Collections, Vol. VI,p. 195. F'elt's Annals,2'"'Edition, Vol. 2, p.165 Lynch, Francis J.A Hul(C'enturv, Sulci Oil and Grease 1959. The New Englund Historical and Genealogical Socie0,Register, Vol. 55,56, 57. Phillips,James Duncan, .Salem in the Seventeenth Centura', Houghton Mifflin Co.,New York, 1933 Salem Evening News, 1913, Old Timer Describes Boston St 60 years ago. Wells,John, The Peubodv Stow. Essex Institute, 1972, p.4142, p. 1,19, Zouch, Passenger List of Phenix Ship in 1624. scovne haIV,2r 1 ` �'Q e� Qt once tri o _Z -,to 1,0 1 7 'I, n� �� �J�k Q �2�/J CQ�an� +11-e- N o r Hi R I'V[, r. to if Zv i ail ea h PJ-C>)/ ,-Ac I a�2�zove� 06-,Z� arm-at -f 1u .�,��✓ � � � �-�..� cam-- �- �" ?Vkr CJ See /late !/od / fr sket e, to S ew TrnitC.! -. L.�-s f«urL sr- /o /(«(ter li Gs`+. i -�' +•"��-:v-1 " 7 /a en llfy a� S�(oe((e>•'s tt'6mt fSPCCI'-It 4 Yo S/ILw IIIc rv,ia.c,c ,�: YJ(c �(CCtt IJ tf.( C,-fy(,(rrs lly . t an., CCL i(l Ccr.-cLc�., .� ��� ✓/Lr` • GK, ��� J rw/Ju �O frtCl 1y Gy CCS �S IM1feet rr (rt Tr C.S/CCj ✓!t!I((N V r _ (- rl://,c r L r.. r r' IL wi4e lrl .c. , `P op 4 ninl- '7 iS � ,U mal 1 / / /r �r'l� rr(r 13 11 C Vn arnt 1,1 j°' �1;.�,-`.s,'� ,,,or(di p.l,lf j Rt fercticts _ E;; r1Ca�i' Ttnalcc( Oct9iltrl( Meuse j /nn . '� �. �' �' S�"t� 2j0((l���[ttk fth1JCJR�Cl-]C, n, CIA �f'tyill4 J5VU !1 .>,•1 !1'B 1v� .. C A 5 K Es F, 5 ; (4,sr<rllrr /ttrll tlnrt�, �tow Iclrn.�(tl, J e GLt CLS� rid f7'✓pJ ✓/Y.f//�,�s{,oelrc+'o �GUIEaI I � Sec nd 0, 1 Cs !'oiar i ® i � d ti rY VV � .[7c� ra e Map from the Essex Antiquarian, Vol. 9, p. 148; from an article by Sidney Per►ey Ulu roea G�9 _ v�Nbhol�.7j - MAP _ - _ - PART '; n = ❑- SALEM 17oo o. - r = a- eWzz- - — .Il�u. - _--_- --- 4 �yq °1 w •: L 00 n' ':tyYs44Q 44 =�ov"rh '►'aJa.{ervl 11 THE ESSEX ANTIQUARIAN. • manic then my eftaite to be deffpofed of street in 1721 ; the country road in -� Dy rhes fine men afore menfoned [ollowe[h if as afle 1724; Boston road in 1759 ; great eoun. my efftaite be fourfcore try road leadiog to Salem in 1 e�p`U�tt] pounds then my wife rhall haue Thirtie ton street int 795 % Bos- g to Bos_ Pounds And the rifle eftaite to be ]95 r' road leadinton in 1797 OVest street in 181 -- ae.a.... 3evided equalie amongert all my Chill- leading from the South meetinghouse to � S} dren Oaely my Elldefte fonne John Salem in 181 a •OaJ Chaplin fball have thre ponnd more then street. 4; and since then Boston �C anie one of my chilldren And m will I r Y . n the sketches that follow, after 1700 _ °4 is that ray wife have thirtie ponndes Dote titles and deeds referred to pertain to � of fourfcore ponndes and this preporfton the houses and lands under and adjoin- to be cepte whether my eftaite be more ing, and not always to the whole lot, the ar leffe design being, that date, to give the his- -' wphJnes tory of the houses then standing. JoCeph Jewett Trark Bu •' John Pickard '1tsL_ This bury- ing Place wasprobably not enclosed un- _ - _- til after March 20, 1681.2, when the in.— PART OF SALEM IN 1700. NO. 10, habitants about the glass house field, etc., - ! By smcxv rxxt.xv. requested that it be enclosed, and the . ,F The ma on 'o P page 19 represents that town voted that the selectmen "settle Part of Salem which was known in the it.,! early days as the plain, Salem plain, Mill The Original -dfr11. Capt. William , Plain, or Trask's plain. It runs from Trask erected, at the point marked on ^ Blubber hollow to the Peabody line and the map " Site of old mill," the first corn )� Plrote ort nver to Gallows' hill. The mill in Salem about 1635, Benjamin ant drawn on a`sc e of four hundred Balch, sr., of Beverly,aged about seventy. - and fifty feet to an inch. seven years, and John Massey, sr., of Sa- ^- The common land was divided into lem, aged seven[ -fivedeposed, house lots in 17 19, and the record of the April 10; 1706, that the ears, , y "knew Cap ft vote of thecommonersunder which this William Trafke Deced and that he was done was passed at a meeting held Erected the first Com mill In Salem & ; at the Town house in Salem, Feb. 2, had ye Improvement of a Confiderable 17x8-9, and was as follows: "Voated parcel) of Land to make ye pond;' etc., • that whereas there is Seuerall Petitions Robert Pease and Elizabeth Buxton of and others that are for Small Parcels of Salem deposed, Feb. 25, i 706-7, ,that / Land on Trask Plaine so Cap Itt is left about Seven[ ros last past , we 6 doe to the first and Grand Commite to dis- very well know e& Remember that r ape ' pofe of into Small Houfe Lotts the Trafke formerly of Salem Deced had a Lands fronting to the Highway on Said come mill where Nicholas Trafk's fulling Plaines from Said] Towne Bridge into mill'now Standith which was the first corn Strongwater brooke Stone bridge on both Sides the way, the highway be Left all mill f that was ever Set up in Salem „�• "p Least flue Pole broad and no person to *Essex c--, try of Deeds, book an,lea[ 12, �- �S-�w haue more then halfe an Acree of Land." io tThis tbatedon is the first oom mill am 4k die Truk ,•', , ally-Trask 1 The lots that were laid out pursuant to was located at the fulling mill, which is a mani. •. this irate were onl• about t lest error. Robe } en rods i❑ rt Pease the principal deponent depth. was oNy a boy at the time this mill was built,and probably nn-cr knew from personal knowledgc This main highway, now called Boston the eaimPART ence of the original mills,being too young. . ---•w : ` street, was the ancient road from•Salem The grist mill that mood on the site of the fulling :j^"-- (•` s A t E M t0 Salem Village and Boston. II was mill ! - _` \ -xosra ar: "' called a road in 1717; the main rbably(now on Wallis street,is Peabody)was pro•the firm tarn mill that he remembered, - i r 00. It or «membered vividly because of his theft from id, Wt.,i.. J I le 7 +E i o J Q :----- z s o E"I 1 t e 11 '�� i . � � v• �<d . c_ ti U :E °oa 11111111 11\ \1illi PI11 I I I I I 1111111111\\\\ 1 0` 1111111100 e N44 .�, X41411 ,4 di11a � 4q� 41, o . 4 44 44 11N111111111111111//////// � sa \1111111F1 IIII�IIIIIIIIAI////// /// Q �j •/� �`, _�� , � �\11111 � I A 1 � f UEC`Kr ,i EASTI E.1, g ILSTAI'IpN. I r,. i / 1 HAR .MUNY y �' E C E M E T E ' N a, 1 C \ Il /Il �_.. I li iY 201" �4 \ - (ralfipJ aGcrJ r i i i /ll i[ Fi. /6A� 5 �. L w `z 9nnrcm y 1 e�8 ru I jt be MM `1 v •� '�� '' "� _// � ,.. I ��rl�...t: �,. +I'/Lfuf �•I/ t / //I� w.J ._ `Il// ,./ /f i� l.( n ',;/ + .., I I�u..`, , / •... `y, \ .-�� .�! !� 1!�' l //• / I Jl/;' f� ��� �'1 ,�' I � ./ // /�./1 Sf � !Act: ~1l/ /A li�, / I !!I'�.'' __...� I � -: 1 wI/tr / u I I I, ,,, , � rr /, • n//J I' "I-. „ �� ' '.._J I r�•�( �-,, - 1 r / I, ., !� 1 ,/// .111 �. fi IV LLJ a , /10 If ca m , ,. - i n �Ll �/./ //.n' 47 pp a '•. S' rte. I 1 t, 1 T � pz S y' James R Treadwell<jrtreads49m To: James Treadwell 9 ail.conu HP review,Legacy January 2,2013 5:08 PM I.Name of Federal Agency/Agency Official,and the contact---`___---_--_�—_`�------ -_— �� regarding the historic preservation review of the Legacy Park Apartments.(36 CFR Part 800.2) Person,that remains legally responsible for required Nndings and determinations s Describe the plan, developed pursuant to 800.3(e),for involving the public in the section sectio process. 3. The section 106/950 CMR 71.00 reviews are currently in the earl drying historic Properties/evaluating project effects on said properties pursuant to 36 CFR 800.4 Y Phase of iden- 4.It should ex ascertained if all data,pertinent to the historic preservation review of Legacy Park,is Provided to the consulting Parties. For example, Figure 3,Project 3-North River Widening Approximate Alignment,Preliminary Design Of Flood Mitigation Facilities for Pe and other interested to Project 3,such has the moody Square Area and/or other information relating on the Legacy Park site; the 1946 for c Mil Plan,Drawing C-2.1blishment Of and theassociated narrative of historical development of the Oil and Grease site included in the letter of May 12,2012 to the Salem Conservation Commission from Robert H.Griffin; Drawing BLUBBER F-1,FORAD PLAN,DEP#64-516; PLAN of LAND in Salem Erosion OW REALTY Mass as Surveyed forg icHn Grading, & Contof Plan; The Minutes of the Planning Boartls PubblHearing (February 2,2012—OctOber 18,2012,particularly noting the comments relative to impact on adjacent residences listed at SAL 376; Project Narratives and Environmental Impact Statements(December 20, project 2011)submitted in Support js PUD and Site Plan Review Applications for Legacy park Apartments. I A thorough Archaeological Resource Investigation of the ro in view of the development history of the site and the extensive grading,excavation, P fact area is warranted etc,proposed by the project.Note that the portions of the North River are located within Parcels#I,43 and#5 Harmony Grove Road. 6.SAL 376 includes two structures,one on each side of North River.Undertaking Proposes demo of building to the South and associated corrugated walkway.AND rehab Of Office Building would apparently not be o Secretary,Standard.Needs investigation. 7.The Granite Block Retaining Wall/North River Canal should be itlentiNetl as an historic Property.Plugging/creation c outfalls. 8.Adverse impact on historic Beaver/Silver homes caused by height of new structures. p p rtY It will be effected by new Mitigation Should be fully explored. Pedestrian bridge and v��CONUIT���i n 9���MIN6 Salem Historical Commission January 3, 2013 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 (978)619-5685 FAX (978)740-0404 Michaela Jergensen, Preservation Planner Massachusetts Historical Commission 220 Morrissey Blvd. Boston, MA 02125 RE: Project Notification Form: Peabody Essex Museum Expansion Dear Ms. Jergensen: The Salem Historical Commission (Commission) has reviewed the Project Notification Form (PNF) submitted to Massachusetts Historical Commission (MHC) for Storm Water Discharges under the National Pollution Discharge Elimination System for the Peabody Essex Museum expansion project. After reviewing the PNF for the constructing dewatering discharge and speaking with the project's engineer, the Commission found that there is no apparent potential negative impact on the nearby historic structures identified in the application. Respectfully submitted, SALEM HISTORICAL COMMISSION Jessica Herbert, Chair. Cc: Glen Gordon, Roux Associates, Inc (by email) f ENVIRONMENTAL CONSULTING 8 MANAGEMENT ROUX ASSOCIATES INC ® 12 Gill Street Suite setts W bum,Gill Maseet,Suite 470 01801 TEL 761-5694000 FAX 781-569-0001 14111 December 21, 2012 Natalie Lovett Salem Historical Commission 120 Washington Street, 3`d Floor Salem, MA 01970 Re: Project Notification for Storm Water Discharges under the National Pollution Discharge Elimination System—Peabody Essex Museum Expansion Dear Ms. Lovett: On behalf of the Peabody Essex Museum (PEM), Roux Associates, Inc. (Roux Associates) is providing a copy of a recently submitted Project Notification Form to the Massachusetts Historical Commission associated with an expansion of the PEM. The Project Notification Form requests the opinion of the Massachusetts Historical Commission regarding a proposed discharge's impacts.on Nationally Listed Historical Places. The proposed discharge will be permitted under the National Pollution Discharge Elimination System (NPDES) Remediation General Permit (RGP) for construction dewatering activities associated with a Massachusetts Contingency Plan (MCP) site in Salem, Massachusetts. The MCP site has been assigned Release Tracking Number (RTN) 3-23396, for soil and groundwater impacted by petroleum products (number 4 fuel oil). This copy of the Project Notification Form is being provided to the Salem Historical Commission in accordance with the requirements of the Project Notification Form. If you have any questions related to the Project Notification Form, please contact Glen Gordon of Roux Associates at(781) 569-4000. Sincerely, ROUX ASSOCIATES, INC. Glen Gordon Principal Engineer, PE, LSP Enclosures cc: Peabody Essex Museum .w PEM1670.0001 M001.1101L-2 t ENVIRONMENTAL CONSULTING&MANAGEMENT ROUX ASSOCIATES INC - - © 12 Gill Street,aSuite s tts ♦- 12 Gill 1,Massachusetts 01601 TEL 761-5694000 FAX ]81 b69-0001 December 21, 2012 t Mr. William Francis Galvin Massachusetts Historical Commission 220 Morrissey Boulevard Boston, Massachusetts 02125 k Re: Project Notification for Storm Water Discharges under the National Pollution . Discharge Elimination System—Peabody Essex Museum Expansion Dear Mr. Galvin: r On behalf of the Peabody Essex Museum (PEM), Roux Associates, Inc. (Roux u ~ Associates) is submitting this Project Notification Form for a proposed discharge under ' the National Pollution Discharge Elimination System (NPDES) Remediation General Permit (RGP) for construction dewatering activities associated with a Massachusetts ' Contingency Plan (MCP) site in Salem, Massachusetts. The MCP site has.been assigned Release Tracking Number (RTN) 3-23396, for soil and groundwater impacted by petroleum products (number 4 fuel oil). This notification is being submitted to obtain the opinion of the Massachusetts Historical ' Commission regarding the proposed discharge's impacts on Nationally Listed Historical l Places. Project Description i The PEM intends to start a facility renovation and expansion project in 2013 (the Museum Expansion). The Museum Expansion project will involve construction over an area of approximately 30,000 square feet of land in a highly urbanized area of Salem. i Two existing buildings are to be demolished, the boiler plant and Asian Art Export Wing, both structures have one floor below grade and three floors above grade. Following the,. demolition of the existing structures, a new museum wing will be installed with two , floors below grade and four floors.above grade (see architectural renderings provided in p the attachment). Building construction requires excavation of soil over a majority of the construction area which overlaps RTN 3-23396 and will result in the removal of a majority of the contaminated soil. During the Museum Expansion project dewatering will be required to maintain the excavation in a safe and dry condition. The Expansion, Project is anticipated to begin in early 2013. - PEM1673.0001 10003.1101 a Mr. William Francis Galvin December 21, 2012 Page 2 Proposed Discharge The Museum Expansion involves excavating an area of approximately 30,000 square feet. The excavation will be performed using a barrier wall for shoring and a series of dewatering wells and sumps. A perimeter monitoring system will be installed as part of the excavation activities to monitor for impacts to surrounding buildings. Dewatering will involve removal of groundwater as needed to maintain a dry excavation and removal of any precipitation that falls directly into the excavation. Groundwater and storm water removed from the excavation will be pumped through an on-site treatment works before discharging to the City of Salem's storm sewer system. The proposed discharge will travel through two conveyance systems (Liberty Street and Lafayette Street) before discharging through outfalls to the South River. National Registry The Based on information obtained from the City of Salem's Historical Commission, four locations were identified on the National Registry. The PEM is listed twice on the National Registry as the Peabody Museum of Salem— East India Marin Hall (66000783) and as the Peabody Museum District (72000147). Additionally the proposed discharge would travel via the City of Salem's storm water system, which passes by the Charter Street Historical District(75000294) and Salem Laundry (83000583). National Registry: Peabody Essex Museum (Peabody Museum of Salem—East India Marin Hall and Peabody Museum District) The Peabody Essex Museum is on the National Registry. The proposed expansion project is intended to improve the institution and it is Roux Associates' opinion that the proposed discharge will not impact the value of the Peabody Essex Museum to the National Registry. National Registry: Discharge Pathway (Charter Street Historical District and Salem Laundry) As the proposed discharges will travel via the City of Salem's storm water system to Salem Harbor, it is Roux Associates' opinion that the proposed discharge will not impact the Charter Street Historical District or Salem Laundry. ROUX ASSOCIATES, INC. PEM16730001M003.11OIL Mr. William Francis Galvin December 21, 2012 Page 3 Attached is a USGS topographic map showing the location of the project, a sketch showing the proposed discharge path, a Project Notification Form, and an excerpt of a map from the City of Salem's Historic Commission showing National Register Historic Districts and Landmarks, and architectural renderings of the Museum Expansion project. If you have any questions regarding this notification, please contact the undersigned at 781-569-4000. Sincerely, ROUX ASSOCIATES, INC. Glen Gordon Principal Engineer, PE, LSP Enclosures cc: Peabody Essex Museum Salem Historical Commission R ASSOCIATES, INC.ROUX SSQ TES, I PEM ifi73.0001M003.110/L t Project Notification Form 950 CMR: OFFICE OF THE SECRETARY OF THE COMMONWEALTH APPENDIX A MASSACHUSETTS HISTORICAL COMMISSION 220 MORRISSEY BOULEVARD BOSTON, MASS. 02125 617-727-8470, FAX: 617-727-5128 PROJECT NOTIFICATION FORM Project Name. Peabody Essex Museum Expansion Location/Address: 161 Essex .Street City / Town. Salem Project Proponent Name: Glen Gordon, Roux Associates, Inc Address: 12 Gill Street, Suite 4700 City/Town/Zip/Telephone: Woburn, MA, 01801 (781) 569-4000 Agency license or funding for the project(list all licenses,permits, approvals, grants or other entitlements being sought from state and federal agencies). Aeencv Name Type of License or funding(specify) USEPA NPDES Remediation General Permit (RGP) Project Description(narrative): Please See Attached Does the project include demolition? If so, specify nature of demolition and describe the building(s) which are proposed for demolition. Yes, Please See Attached Does the project include rehabilitation of any existing buildings? If so, specify nature of rehabilitation and describe the building(s)which are proposed for rehabilitation. No. Does the project include new construction? If so, describe(attach plans and elevations if necessary). Yes, Please See Attached 5/31/96(Effective 7/1/93)-corrected 950 CMR-275 950 CMR: OFFICE OF THE SECRETARY OF THE COMMONWEALTH APPENDIX A (continued) To the best of your knowledge,are any historic or archaeological properties known to exist within the project's area of potential impact? If so, specify. Yes, the subject property is a historic property - the Peabody Essex Museum What is the total acreage of the project area? Woodland acres Productive Resources: Wetland acres Agriculture acres Floodplain acres Forestry acres Open space acres Mining/Extraction acres Developed <t acres Total Project Acreage acres What is the acreage of the proposed new construction? <t acres What is the present land use of the project area? The land presently houses a museum. Please attach a copy of the section of the USGS quadrangle map which clearly marks the project location. This Project Notification Form has been submitted to the MHC in compliance with 950 CMR 71.00. 9 Signature of Person submitting this form: Date: Name: Glen Gordon,Roux Associates,Inc. Address: 12 Gill Street,Suite 4700 City/Town/Zip: Wobum,MA01801 Telephone: 781-8894000 REGULATORY AUTHORITY 950 CMR 71.00: M.G.L. c. 9, §§ 26-27C as amended by St. 1988, c. 254. 7/1/93 ¢ 950 CMR- 276 USGS Topographic Map Excerpt 2012 Salem Quadrangle 7.5 Minute Series 4710 _% NCI ' orth alem O I J � Project Location Ess x' O 0 � .HawthorrietC;ove D Hatchs arfIVl666a) e WARD-ST, O J OUTFALL #2 P OUTFALL #1 •-- 47 y 09'( Z _ WliarfLigi%t a� 1 u t'n{ 1IPPiicknnering SO_ J ��1uLJl� JACKSON ST harf Ao1U2r' ��, 1A � �L�ongPoint CO O ,off ;, C� 'P.•alme"r, O ooh Q RD�YN; sr a1mePoint Source: 2012 USGS Salem Quadrangle 7.5 Minute Series Sketch of Discharge Pathway Base map obtained from the City of Salem GIS City of Salem, MA 8/6/2012 Interactive Map � y \ �✓ Approximate Limits L�f 0 of Disturbance gym' p Approximate Limits y of RTN 3-23396 v�Ty o 6'l e Liberty Street Conveyance 19 9 m S 9 J \ Om2 'g c29> m KLOP P VY 9 P Lafayette Street /� \ Conveyance l Re's j I 9y e NEW�pERBYgT , South it River o p OUTFALL #1 \ OUTFALL #2 N DODGE ST ® mw ° 200 feet _ g Property Information Property ID Location MAP FOR REFERENCE ONLY NOT A LEGAL DOCUMENT Because of different update schedules,current property - assessments may not reflect recent changes to property boundaries.Check with the Board of Assessors to confirm boundaries used at time of assessment. e Excerpt from "National Register Historic Districts and Landmarks"- City of Salem, MA (http://www.salem.com/Pages/SalemMA Historic/historical national.pdf) • may, �. � �� �� • ®` � _ - � •• �® tom: f - o� • �i°Oii�i'yc!r4IN COGM I Architectural Renderings of the Museum Expansion Project: Excerpt from September 25, 2012 presentation to the City of Salem by Rick Mather Architects on behalf of the Peabody Essex Museum. a F. 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BEA VER STREET $ t S(;Ra (PUBLIC WAY 30MSE) ® Engineering - - - - - - - - - - - _ _ _ _ - - - Group, LLC P.O Box 7061 100 Cummings Center, Suite 224G Beverly, MA 01915 Tel. 978-927-5111 Fax. 978-927-5103 MRM PROJECT MANAGEMENT, LLC SALEM, MA � z a a g NOTES: S 1) THIS PLAN IS PREPARED FOR THE PURPOSE OF SHOWING EXISTING CONDITIONS. 1 2) EXISTING CONDITIONS SURVEY BY LEBLANC SURVEY ASSOCIATES, INC., EXISTING DANVERS, MA. 3) ELEVATIONS SHOWN ARE ON THE 1929 N.G.V.D. CONDITIONS PLAN 8 4) UTILITIES SHOWN HEREON ARE THE RESULT OF RECORDS OF VARIOUS PLANS AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE ABSENSE OF SUBSURFACE UTILITIES IS NEITHER INTENDED NOR IMPLIED. CONTRACTOR TO s VERIFY EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION AND TO GRAPHIC SCALE S� 1•=40' CONTACT "DIG SAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK. 5) REFER TO SHEET N-1 FOR ADDITIONAL NOTES AND LEGEND. +0 0 20 40 e0 te0 jQb _MQ. 700 6) PER SALEM CONSERVATION COMMISSION O.R.A.D. (FILE #64-516) DECISION' C- 2 DATED 7-19-2011 THE 3 HARMONY GROVE ROAD PARCEL IS LOCATED WITHIN Fie Name p/p/s/h-b _ RIVERFRONT AREA. AS OF_6-20-12 ADMINISTRATIVE APPEALS OF SAID DECISION IN ) ARE CONTINUING AT MA DEP. 1 inch = 40 ft DQ}�; 12/20/11 e i � _ - _._. i i . Ili. . .• ^."i^'. ..-.T-+I i7 \ GRAPHIC SCALE I 40 0 20 40 m 160 NEW GRANITE CURB i / \• I \ INLAID CONCRETE DOST. AND CONCRETE I SB/DH LINE CROSSWALK AND CURB CU SIDEWALK AT EXIST. / / ( ) ( IN FEET ADA RAMPS AT CURB CUT /yam` MAIN ENTRACE 1 inch = 40 ft« 25 WIDE I IJ S.E.S.D. SEWER O MAP 16 LOT 377 p \ \ EASEMENT GR -�pDE� STOP SIGN i / (1 HARMONY GROVE RD.) SB/DH \ N 1 50 AND STOP / I 20,909± SQ. FT FND & HLD I MAP 16/OT 238 \ O ��PY S�OQ 'BAR / / 1 0.48 ACRES I 50 GROVE STREET REAL EST, LLC + 1' 1 L\ 1V 015 U1 1 LAND COURT PLAN 33813A V / / r/•��CP ��tf. ,� " 1 \ \ � � I j _ _ N0RITH RIVER CAS TIDAL I 25' WIDE / / / DOD 6c METAL S.E.S.D. SEWER / y i' / 8RIDG W/ 8- PIPE i I EASEM ENL� / / DECK f EL. 9.2t I V� R1 D�SjR•,1Ff1� / / / / PROPOSED I � VEHICLE UI m MAP 16 LOT 239 \ mI Q MAP 16 LOT 237 HISTORIC HIGH ��� BRIDGE (3 HARMONY GROVE RDJ EXISTING I (60 GROVE STREE WATER. LINE i I 26,946 SQ.FT. F 91% 1 35,561 SQ.FT. BRIDGE i'EXIST 1 0.82 ACRES ABUTMENTS \ la 0.62 ACRES PROPOSED _ / \ RAILROAD i1� �- ��— — — — — — — • — —, — INLAID CONCRETE MAP 16 LOT 378 _ - �_ _ I - - -, - . - , -. - . - . - . ADA RAAucs e� — -1- — — — — — — = — -T ' — • — ' — • — ' — • — • — •—• — —•— '— '—'— ' —' EXISTING LOADING ADA RAMP AT CROSSING (5 HARMONY GROVE RD.) EASEMENT STOP SICK — Z I AUTHORITY OCK TO REMAIN ENTRANCE G 44,432± SQ. FT _ _ _ AND STOP I BAY TRANSPORTATION R.R. TRACKS -I o 1.02 ACRES _- BAR 1 N,I N TRACKS {-}}{+}{+H - - - - - - - 2 f PROP. BIKE - L — - - _ DUMPSTER MASSACHUSETTS - + - - - - - - - - - - AREA RACK 1 I I SSACH sr sic I BIT. CONC. PATH _ _ — — — �`�` I 1 (TENANT PARKING) 591 �► (TO REMAIN I MA - _ _ - - STOP AR a — �- — — -- — — _ EXISTING AS COMMERCIAL 10`o PRO GRANITE 2 .0' - o 9 STORAGE SPACE) r CURBING \ , ,� RET I EXISTING '-"— — BULK TRASH I �► = \ � � � PROPOSED AREA OFFICE 4� �y � REPLACE \ STORAGE AREA 5 _ WgLL PEDESTRIAN WITHEIN FENCEDNCLOSUURE I - NDIC 1 ` . . _ , — TpW 9.6 BRIDGE i ^' I> 1 AMP ® CONC. EL. t ORrH BUILDING 7 ALONG \, . �,_ � BIT. ( — • Pghl RII/ER GROVE 5T. = I v IIII III ` I- CAIN �/ ANIT BLO CONCRETE C: W/ N r 9' I I P POS B DIN #1 AL- E 1 m NI o W/ AR U ER SAL ` CK RET. WALL 1 -I - = I FEN EN CL 1• I TpW ADD 1&5 HARMONY GROVE CYCu (4 UNI ) POP I RANIlt� EL. 6 f _ � G 9. ------- In REAS TO PLAN I l -i1 �► N .5 p I (TYPSTOCHGB ING B E OS Gq AG #2 40.0' - - RET = —— 4 10/1/12 PR OSE CO ETE y W VI ING � 'BLOCK ADD 1&5 HARMONY GROVE ICU 8 I 4 I PI TV ER UILDI I1$ND R I ` �N6 A� A_ TpW a EL• 9.6 _ BR DGROADE UP ATE TABLES. PED f _ I Q ° ° PR E RAS PIKER �' — 3 (3/19/12 UPDATE RES. AREA CALL. - - 122.7 .-.-. I IC GH ADD TABLE OF AREAS. %TYP 2 H S TYP F 2 PAINTED v 'FPTER, A LIN ' = P BUI G) HATCH RES. USE; ADJUST RES CROSSWALK I ) 2 7/15/12 BOUNDARY ALONG BLDG 2 k3 1 I (TYP U.N.O.) �` '' ^ P OPp ED UIL T AND DRIVEWAY. UPDATE STpNE RET. I E. MAP 16 LOT 236 c� ::� .-'A fI SIDE Wj GA GE ND G 3 ® 1 ADDTABMATCHLINES. REVISE #60 MAP 16 LOT 217 WALL _ _ ( (4 _V T$ ISTO C + 1 6/20/12 GROVE ST. LAYOUT. UPGRADE (64 GROVE STREET) - - - � - I ;, ) I RK 234,152 SQ.FT. V TE NE SIDEWALKS do CROSSWALKS. SARKES I ADD PEDESTRIAN BRIDGE. #12 1 5.38 ACRES N _ — — — — — — - — SHIFT GROVE ST. ENTRANCE "- - -- - ° WIDEN VEHICLE BRIDGE #6 V V ADD BIKE RACKS. I - - - - - - - - - - - - - - - - - - - - - I _ SILVER - - MAP is LOT 218 - - BPD DISTRICT- - - - - - - - - -- - - - - - - - - - - - - - - - - - - -- -- - - - tiDate SCrip ion NTF- - - - - - R2 DISTRICT I _ _ _ - _ - 2 DI IC TS (PUBLIC WAY FLORES eVa!SiOnS MAFI 16 LOT M 1 I I I I p #4 1224 LOT 225 MAP 16 — — N/F #34 N/F OT 22 #28 SHED SHED® I 30 I I I I INLAID CONCRETE RESIDENTIAL SPACE Rl MAP 16 L T 76 Q MAP 16 LOT C�NLEY I TUC ER N/F I CROSSWALKS do ADA RAMPS STOP SIGN I r11A (146,855 SF) I �m h1 N/F 2 �� I 223 I I I I #32 WALL AT MAIN ENTRANCES AND STOP —I FLORES # I I BAR M — — � LOT 222 16 AES REAL I I TATE MAP 16 LOT 23 1 I� I 2 P 9n MAP 16 N/F TRUST N/F �— --I ALL i �O H. ym NOTES LOT 220 U KOHLOFER DEMEULE FMAP6 LOT 232 �-- #2 GRIFFIN CIVIL 63 1 REFER TO SHEET N-1 FOR ADDITIONAL NOTES I N� j I IMAP 16 I N/F I BIT CONC PARKING MAP 16 PROPO I #3 686 Q AND LEGEND. I BLANDEN i m #441 I 1 I 1 1 1 ILN�F3 20 I MYERS 1 ' L I I #10 MAP 16 ON 235 FENCE/ 48 z I I i ROSS # --� MAP 8 # #40 #38 #36 BIT. 1 MAP 16 LOT 2291 #24 I PAR ING I MAP 16 LOT 6 LOT 234 LOT F80 PATTISON - - -I- CONC. #30 N/F #1 q (8± SP CES) 233 # CSWIIGGIN PATT/1SON ///—I L BASH — — I SPERIDAKOS GRANITE CURB , BEAVER STREET 1 POST ZONING CHART REQUIRED (PUBLIC WAY - 30' WIDE) I FND AF e0wo PER PUD PROVIDED ' MIN. LOT AREA 60,000 SF 362,000 SF FOOTNOTES: Gnain MIN. LOT FRONTAGE 100' 161 .37' 1) REF. SECTION 7.3.4.2 FOR MIN. FRONTAGE REQUIRMENT; R2 LISTED. - MIN. LOT WIDTH -- 164.1 ' GRAPHIC SCALE _ Engineering MAX. LOT COVERAGE BUILDINGS -- 14.5% 2) LOT WIDTH MEASURED AT THE REAR OF THE REQUIRED FRONT YARD ; _ _ - Group, LLC SETBACK FOR R2 ZONING DISTRICT. 40 0 20 40 w 160 MAP 16 LOT 242 MAX. RESIDENTIAL SPACE 50% 40.6% I - 3) - MAX BUILDING HEIGHT OCCURS ALONG FRONT OF BUILDING 3. N/F __ -r� P.O Box 7061 MIN. FRONT YARD DEPTH -- 59.1' SEE ARCHITECTURAL DRAWINGS BY BEAUDS ART, INC. HARMONY GROVE MIN. SIDE YARD DEPTH -- 47.6' 4 215 SPACES PROVIDED FOR RESIDENTIAL PORTION C. THE SITE ( IN F ) CORPORATION _ _ - j _ _ _ - - - — I 1 100 Cummings Center, Suite 224G - - — — Beverly, MA 01915 MIN. REAR YARD DEPTH -- 40.0' ) (1 .5 SP/UNIT). 22 SPACES PROVIDED FOR THE EXISTING OFFICE 1 inch = 40 iL _ - _ _ _; — — MAX. BUILDING HEIGHT FEET 50' 44.15' BUILDING - - 25, WIDE Rt DISTRICT Tel: 978-927-5111 MAX. BUILDING HEIGHT STORIES 4 4 5) LOT AREA INCLUDES #1 & #5 HARMONY GROVE ROAD. �- EASEMENT _ _ _ 1 Iv Fax., 978-927-5103 IN, PARKING -- 2154 _ — —_ — ROAD - - - o HARMONY - RM GROVE - - - _- - — — I -'1� MRM PROJECT HA - - - - _ - - - - —___---_- >? - - _ _- - - - — _ — — _ MANAGEMENT, LLC SALEM, MA R.R. TRACKS — — — _ — — — MAP 16 LOT 378 _ — — (5 HARMONY GROVE RD.) _ - 1 DIS�ICT s mN � _ _ - - - - _ �� - - - 44,432± SQ. —� - - ORITY - - iD r - - - - - - - - - — — _ �- — __----"'—' 1.02 ACRES _ - UTH TSL In _ o �' — T " � RTATION A OVERALL R CANAL _ TIDAL _ __� BAY TRANS . _ _ - MAP 16 LOT 216 I �m SITE LAYOUT — - _ — — - NORTH - SACHUSETTS _ _ _ _ - -_ — — — TABLE OF RESIDENTIAL SPACE I RAYMOND I iN; PLAN 1 -------�__� MAS RESIDENTIAL NON-RES. M . LOT AREA MAP 86 LOT 135A 1 _�_—�' _ MAP 26 LOT 40 1 D __ _ USE AREA USE AREA Co g SOUTHERN ESSEX _ - N/F - ^' 60 GROVE STREET 26,946 SF 0 SF 26,946 SF 1 O S�i 1 =40 A SEWERAGE DISTRICT — _ — CKS MASS BAY TRANS AUTHORITY _ NI N 64 GROVE STREET 234,152 SF 142,056 SF 92,096 SF R R, TRA —_ _ _ 1 HARMONY GROVE ROAD 20,909 SF 0 SF 20,909 SF jQ� 700 OWN - �I� 3 HARMONY GROVE ROAD 35,561 SF 4,799 SF 30,762 SF P�P� �_ C- 3 BOUND _ _ - h 5 HARMONY GROVE ROAD 44,432 SF 0 SF 44,432 SF I I fie Name s b TOTAL 362,000 SF 146,855 SF 215,145 SF I D_att 12/20/11 s - ill I