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289 DERBY STREET- COASTAL GAS { 289 Derby Street Gas t r � n � � /1 z N vi�1sa L,,o S g)L� �� -Z. Salem Redevelopment ® Authority DESIGN REVIEW BOARD PROPOSAL Proposal to be reviewed at the July 10 Special DRB Meeting Coastal Gas Station Redevelopment (289 Derby St.) —Amendment to approved mixed-use development design PROPOSAL: The proposal includes the construction of a six-story mixed-use development at the site of the Coastal Gas Station at 289 Derby Street. The proposed development will include retail use on the first floor and 37 units of housing on the upper floors. The proposal also includes public access to the South River. The changes to the approved final construction plans are detailed on the enclosed letter from Joseph Walsh of O'Sujlivan Architects dated June 15, 2007. in 'Bill I ■■! il I me Of n ®1 ® ■ IC �v fit AIM 289 Derby Street Salem , MA OISULLIVAN ARCHITECTS, INC. June19, 2007 iCHITECT JRE • DESIGN • PLANNING 201 EDJ EWATER DRIVE, SUITE 21 5 • WAKEFIELM. MA 01880 TeI (781)246-1567•Fez: (781)246-166 WWW OSLILLIVALIARCHITFCTS COM wgCglliCiVq[ I OE9Ox , O S U L L I V A N_I ARCHITECTS INC June 15, 2007 Salem Redevelopment Authority 120 Washington Street Salem, MA 01970 Re: 289 Derby Street We are proposing to amend previous approvals for the project as outlined below. Footprint of the building has not changed. Total number of off-street parking spaces will remain the same. All paving materials,patterns and extent of paving will remain the same along Derby Street, the pedestrian access from Derby Street to the Harbor Walk. No change to the Harbor Walk and raised public plaza on the South side of the building. Planting beds, planting materials, lighting fixtures, screening and fencing materials and accessories at the public plaza will remain the same. Vehicular access from Derby Street to interior and underground parking will remain the same. Changes from original approved project: 1. Reduce the total number of units from 38 to 37. (One less unit on Sixth Floor). 2. Change from separate canvas awnings over each individual First Floor window and entry door to a rigid framed metal canopy. The canopy will be dark grey colored metal with exposed framing below the canopy. The canopies will extend over groups of doors and windows and will turn the corners of the building between Derby Street and the pedestrian walkway(NE comer); between the pedestrian walkway and the public plaza (SE comer) and public plaza/harbor walk and the interior of the public plaza(SW corner) The front fascia of the rigid canopies will contain a vertical space for signage for each commercial space and the name and address of the condominium at the entrance lobby. 3. Change the Second Floor windows from fixed and awning window combinations to double hung windows. 4. Change the Sixth Floor windows from fixed and casement round top windows to double hung windows with transoms. 5. Add precast concrete sills and lintels, in the brick, to windows at the Third, Fourth and Fifth Floors of the building. 6. Change in the types of balconies, locations of balconies and numbers of balconies as follows: a. Change the locations of balconies in the southeast wing of the building due to reconfiguration of units inside. 201 EDGEWATER DRIVE. SUITE 21 5 WAKEFIELD MA O 1 880 Q 781 .246. 1667Q 781 246, 1683© WWW.OSULLIVANARCHITECTS.COM b. Add full balconies to units at the Second Floor south and east sides of the building; previously there had been no balconies at the Second Floor. c. Add French balconies to two of the Second Floor units facing Derby Street where previously there had been no balconies. The French balconies will consist only of railings with no depth to the balcony and not extending beyond the property line. d. Change the balconies on the Third, Fourth, Fifth and Sixth floors, along with new balconies on the south and east sides of the Second Floor to extend beyond the face of the building with a partial recess. The previous balconies were fully recessed into the building by approximately five feet. The proposed balconies will recess approximately one foot into the building and project approximately 4'-3"beyond the face of the building. The balcony material will be a precast concrete, colored to match precast concrete sills and lintels and the precast concrete/cast stone at the First and Second Floors. Each balcony will be supported by a decorative bracket under each side and the railings will be a power coated aluminum rail. e. Fenestration at balconies is changed from a patio door with sidelights on each side to only the patio door. f. Recessed wall at balconies on Third, Fourth and Fiflh Floors has changed from brick to EIFS in order to maintain verticality of elements. 7. Heights of decorative cornices at the Third Floor and Sixth Floor levels have been changed in order to coordinate with balcony locations. 8. Profiles of the decorative cornices at the Third Floor and Sixth Floor levels have been simplified. 9. The metal roofing on the Derby Street wing of the building has been removed and replaced by a simple parapet of the same EIFS material as walls on the Sixth Floor. 10. The roof deck at the Sixth floor level which had previously covered the entire southwest wing has been reduced to cover approximately half the roof. The hot tub on the roof has been eliminated. Brick will remain"Aberdeen"by Glen Gery. Precast concrete/cast stone at First and Second Floors will remain "Cream"by Arriscraft. Windows, patio and entrance doors will remain aluminum clad Eagle Windows "Mallard Green" with brickmold. Cornices, parapets and Sixth Floor wall to remain EIFS with a sanded finish, color to be match color of precast. Samples ofbuilding materials will be presented for review at the public hearing. Sincer y V v`- J se-h J. Walsh, AIA enior Project Manager \n0 µ V,rToa 289 Derby Street Coastal Gas d5 04� s v A v -' Fort Point Associates, Inc. 286 Congress Street,6th Floor Boston,MA 02210 } (617)357-7044 2 8 9 Y ` L Project Schedule Page 1 of 2 10/6/04 TASKS In 1. DESIGN & CONSTRUCTION Buildin�Des� -Design Development 296d 3/15 r 1/3 Building Desipn-Construction Plans 72d °' I 1/3 " 1 3/ s Construction Begin Spring 2005/Complete Fall 2006 Openinq I I I I I I I I I I 2. SRA APPROVAL I I I I I Submit schematic design to SRA December 2003 1 Approval of Schematic Design May 2004 I I I I I I I 1 Submit Final Approval 1d I }6/1 I I I Public Hearing 1 Design Review Board 1 1 d I I A 22 1 1 1 1 1 1 1 1 Public Hearing 2 Des�,n Review Board 1 1 d 1 1 410/27 1 1 1 1 1 1 1 1 1 Public Hearing 3 Design Review Board 1d I I I I I I I All/24 1 1 1 1 I I I I SRA Decision 1d I I I Ah/26 I I I I I I I I I 1 I I I I I I I I I I I 3. MEPA REVIEW I I I I I I I I Pre-filing meeting 1d I I I I d5/28 I I I I I I I I File ENF 1d I +61 1 I Publish Notice in Monitor I 4d I 1 1 1+6/81 1 1 1 1 1 1 1 1 1 1 Scoping Session 132d I I I 46V21 I I I Public Comment Period I I I I 6/4 616/29 1 1 1 1 I I I I MEPA Certificate Issued on ENF 47d I 1 *7/91 1 1 1 I I I I I I I I I I I I I I I 4. PLANNING BOARD SITE PLAN I I I I I I I I I I I Submit Application 1 1d I I I F—] 1 *8/1 1 I I I I Public Hearing 1 1d I I I I 1 9/2 1 Public Hearing 2 1d I I I I I I I A9/06 1 1 1 1 1 1 1 1 1 1 Public Hearing 3 I 1d I I I I I I I IA10/71 I ! I Decision I 1d I I I I I I*to/�I 1 I I I I II 5. NOTICE OF INTENT I I I I I I I I I I I I I I I I I I I Prepare NOI 163d I I 714 9/71 1 1 1 1 1 1 1 1 1 1 1 File NOI w/Concomm I 1d I I I I I I 1 9/91 1 1 1 1 1 1 1 I 1 1 Public Hearing I 1d I I I I I I I 9g160 I I I I I I I I Continued Public Hearing I 1d 1 1 I 1 1 I I 1 A1od1a I I I I I 1 I Order of Conditions Issued I 1d I I I I I 1k 11/41 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I ,' Salem 289 Derby Street Project Schedule Page 2 of 2 10/6/04 A S 6. CHAPTER 91 REVIEW Prepare License Application 63d 4/30 7/1 Client Review 9d 7/1 7/9 I I Pre-Application Meetinq 1d 1 A6/91 I I I I I I I I File Ap lication 2d I I I 1 1 #9113 1 1 I Assign ile No./Issue Public Notice (45 days) 149d I I 1 I I 1 9/13 =NO-110/2E 1 1 1 I I I I I I Publish Notice in Env. Monitor(15 days) 1 Id 1 1 I ,i 1/10 1 1 I Hold Public Hearinq (40 days) 11 d I I I I I I I L l 1151 1 1 I 1 I I I Public Comment Period (30 days) 31d I 1 1 1 I 1 1I/tb 12/l0 1 1 1 Final Completeness Determination (30 days) 132d I I I I I I I I 12/jnm--}CI1/7 I I I I I I I Issue Written Determination (60 days) I 61d I 1/1b 6-077 3n 1 I Appeal Period(21 days) 122d I I I I I I I I 1 I I I 3/11 44/1 1 I I Issue License(45 days) 1d I 1 I I ,4s/h7 1 I I I I I I I I I I I I I I I I I I I I I I ( I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l l l l I I I I I JI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C I I I I I I I l l l l l l l l l l l l l l I I I I I I I I I I I ( I I I I I I I I m m - n sJ I 9 O W W I_ in 77 W W ui > 0 9 9 r mm71) 711 i m " O I N y � I - 7C W O Z N L) D n 'p F- m ru Z 3 � Ell -t a` N ui _ T V1 • as Eli I O W m I �oln e o � D N m z A l �D E I 3 D e m-o ° m \ J, A _I 19 9'-O" z F" kl f I/ aD O \I n m `I n I N I m m I I I Ln Q ti O TWO-IJAY TRAFFIC N -------- 3 N I j N 9 W J — A � vl Y n Martins PROPOSED CONDOMINIUMS for UNDERGROUND PARKING PLAN eBef_ �• ^•^o� G F� Oesign.Cen,lruel,en 289 DERBY STREET €�= m' o- �� Peal Estate Development SALEM. MASSACHUSETTS •i 130 Sylvan Street Dsww nYSEPTEnfiER I,aoo, a v Danvers, MA Ot923 a 5i T. 978-777-9084 Da` w.wwwma�ILucwrpaiJe.rom r OD o I • 1 I - I n �� 8 Q 1 ------ 1�� 1i _ z 4J _on L) _._ 1 C) -0 11 _ - - 1 I o m In O lr I - m 1 I o < 3 r r r ul . Z ' W N� _ .�.� . I I rl I 1 rr rl 1 ri m 1 W V-t Z N I o u I j I -Z CP� 1 —. A> j -o I m m m I �D D70 I - - -- - -- —'- -'j- - - --0 EQ.-. n� m I -n n m r� I Fn n a I N 1 n IAA rr �. ma -- Lrn m r I CA � 11: p I _ }A O Fir - < <T Q =1 M m r 1 4 N I � m I CON RE TTEI o r r I -- o IHAR RWA!LK a N r ---- - m I I vow cu ul l }11 � _ 1�llt- _ =_YYYYY YYYYIl9�l YC--=--_--- -- _ _R11nin'�ii�nn nnnnnnnnnnr�nilmm` ==-___ ----- - - _ -_--- -- -- ----- — A/AI.3 B/AI.9 J o PROPOSED CONDOMINIUMS For: Martins GROUND LEVEL PLAN ` oeelNN•Censlrummo 289 DERBY STREET €q Neel Eslele Nevelo0menl z SALEM. MASSAC HUSETTS o,r., seerenaex i.voo� •�' N 923 130 Sylvan .I"..I Danvora. MA 01 T. 978-111-90134 IN ww.marlmxw+gamscom �rT -- ° ------ - --- ---- ------------ b �w(P m � z a W I , u O-9 �)> ffr I Ou'zco t— OD A I Gn_U v - - I ' t__ A �� 7I� O I D -1r -n cn AA D O m -I o o A A U1 "� O Z 1 r� 11 U 'I Ul _ -t o % L, - ' ------------ ;' W W o Tir <n F Z _ O _ I � — — � Ni D mD� ITI A O D m O D ,A-------------- -1 u O T r m Al fJ„ A ';';c' z p -1_n L� ., m mr A D A -I - n A n O m Il P CA � - rn m r , r m \� _ - s m I CO REA r �' - - nnp o HAR RWALKca _-1ca 1III'I1E1�� (� - \ o N _I_ i ---- ------- •_ yin nn�► r [Ihn��...,-,o�..., nnennhiminnnNNfi� ^-+��_ , .le.�.r 9i' 1 --�� _- -- n�i inn .nwnnRwnngn�nn�Cnnnn .T.�.. } , �N�� I�le..... ...........I, ....._.. — -------- d1' l�11 11 Jl . �wwwwwnww n................ u a u. a. ------------------------ ----------------- Martins PROPOSED CONDOMINIUMS for. GROUND LEVEL PLAN �•��•�- rv• ry Dwgn•Can.lruclmn 289 DERBY STREET �� 1O Real E,We N,d.pmenl SALEM, rASSACHU5ETT5 a.m., vlr-r-O E Z D-v SEPTEMBER 10.]001 W i Sylvan papa, a., L � oC, 01923 97'a. Mn 01923 9�8-]��-9089 P R w.....wmv.ecompaa.can I I I I I C 4 l v �� ' I -- I e in % li ` �» r. I, r I-_ IEra], I I I I I I I I I I I I I I I I I I I I I I I I O I I I I I I N -n nA m °z o o Ito -o ioa-o° lo-o° to--o" is-o'. n r ' _ m o � . y O z m a PROPOSED CONDOMINIUMS For: ry y Mart�.01.1.lts FRONT ELEVATION ° Deelgn•Coneo 289 DERBY STREET Renl Engle Oev SALEH, HASSA CH SETTS 019T0 9` Z 130 Sylvan 01923 0— 5—FO B. 1009 3 W �� 0T•97B-777 91089 Orewn !y. B_FORTIN W:wwwmvlMc°mpri°unm I I I I I I I I I I I I I C !�•. 11 V L� iI1�e l Z JJ1 = u, miI, I - I 7r�--j I 0- I r m � � N e 0 53•_�,• / _ m om r m D --I O z m o PROPOSED CONDOMINIUMS for: Martins DERBY STREET RIGHT ELEVATION 289 t 4, ` ' a Oe61 ee000alle<IIOA Scele: (IL"al'-O" Real Wale Development SALEM. MASSACHUSETTS 01910 PF 130 Sylvan 91ree( Deem MARCH 9. 2001 tg w l v Danvers. MA 01923 Orewn by: B_FORTIN 55 lv T: W: 9%B-9%9-9089 www.nudWcm�pnmacom I I I I I I I I I I Fid, all l me; l i = T I i ro= is I o4 NI,� I I i - I I I I I I p I I I I I I n70 1 I I > m I I I I I I m 70 . {o--o', {o'-oa {o"-o° o--c- la-o-' '� {o-o'. � m e m 6a -s iis° oD O z m Martins PROPOSED CONDOMINIUMS for: ° FRONT ELEVATION €1 E oaslynacanalruction 289 DERBY STREET Reel Eslale Oevalo maul scaie� vlr-r-o^ G SALEYI, MA SSACH�SE TTS 01910 Y€ = 130 Sylvan Sl923 Dete� . RCH—FO B. 2001 IT 978s, 77 01023 r.avn by B_FORTIN T. WB-]]]-OD09 - ' .,xw nrar•crTa.nin.com rrT z � z g I I I I I I I I I I I I 1 - I I I I -il I I I 1 = I - I 1 - I nn I = A3 � O — _ I I IIII�I III. II I IIII III I EdC C C C z z z z z z El A m A A A m A A A A A A z G1 P A _ ni (1 A In o� L II n z Z Z Z I m I � III I= A D Is r I I i I N I I I I I I I I I I I I I I I I a I I I I I I Im I I I I I I Al m I I I I I I I I 1 I I 10-0. 10-0" 10,_0„ 10'—O" 10-0" �. 10'_01, x .. 62_0:" A O PROPOSED CONDOMINIUMS for: Martins ;os BUILDING SECTION 289 DERBY STREET i Oesign•Lonsuuc lmn xs I , _ a Peal Eslale Oevelopmenl SALEM, MASSACp1USETTS D. -- 0 SyW Sirool enaes lo,aoo+ __ _ �f nn rn. MA 01923 o,n`rvnmaaE, ?'W.9w mrrlilmvpmF e84 . rn m D 17 eD = 0 7U T m I� 70 r_ 0 D r- 1� 9 �o r D g O m �u r E m D 2'-8„ II_6„ BENCH Tw ' 4 O ( FLOOR TO FLOOR / �rI I m r z o p n m 20 D 71 A O D mU v —D r• = D n A In z B D A m o PROPOSED CONDOMINIUMS for: Martins SECTION A- PUBLIC PLAZA 6.. 289 DERBY STREET E Deslgn v(;on sl,va Ilan V Peal E stele Devolonmenl SALEM, MASSACI-IUSETTS — � bete. BEPTEMpER 10,3bb1 `h 13n ' yb.:m Slrnal �Q n f)n��.n rvr-. I.1/. IIU;;� 2lmu;•b�` _ , _ — I 0- m Scn � Dm D mn mules : (30 )uz �W r= m713 �o me r� S -D r D N D q D 1 S - 7C c C X E D r IT m t � 6,_8N �\ BENW 1 Us l� l3- FLOOR TO FLOOR 0 1a J�.i C z ° m 70 00 0 n > z A m ° U T D 70 D A Z r L� m a� PROPOSED CONDOMINIUMS for: _ r;z y y Martinso SECTION 6- PUBLIC PLAZA fi=•yM g v �. Design•Conalruclion 289 DER3Y STREET s� w o' Real Fatale Derelopmenl s.el.. yr-r-o- rt SALEM. MASSAGE USETTS 55 2 De:.: SEPTEMBER r0.]ODD � � 130 SylVdn Slreal Deavn by:��w � Ya F Oanvdr MA 0 W T: B%B-%%%-8061 081 u e I W:wwwmafMmwryanbw0m 9w� p tl ER cam* k t t ��. ' �� c ` .5:t.�`t:�,,, [� •�,z< 451E 4�SY� yi gy ryyp,Lr t , Sin �� _ \ �Fr� :1 -;t Y�y�},e .� IIrk\ I� �{ .t! . . t � � �O �'� .• 1 µ.1 y �• f �*q Iv y � •Ill i � �H� � � �� 10 a _ e. La yl..s .I = ee jl I l P olizz - • �a6 < ' lam- =- w�r�yq� � . w ry��'Y. ' - ' ;n � tltle�snemtlggpiyr w�r A1w�.rtl � e saw-i i- J is n it 1 r I^ 1 y 1 al I { R t wR � S f{ 4y1- Nr � P ,A Salem ® Redevelopment Authority DESIGN REVIEW BOARD PROPOSAL Coastal Gas Station Redevelovment,(289 Derby St.) —Amendment to approved mixed-use development design PROPOSAL: The proposal includes the construction of a six-story mixed-use development at the site of the Coastal Gas Stadon at 289 Derby Street. The proposed development will include retail use on the first floor and 37 units of housing on the upper floors. The proposal also includes public access to the South River. The changes to the approved final construction plans are detailed on the enclosed letter from Joseph Walsh of O'Sullivan Architects dated June 15, 2007. � � nncniroeru ne � oeemx � r�wx.,xo O S U L L I V A N J A R C H I T E C T 5 INC June 15, 2007 Salem Redevelopment Authority 120 Washington Street Salem,MA 01970 Re: 289 Derby Street We are proposing to amend previous approvals for the project as outlined below. Footprint of the building has not changed. Total number of off-street parking spaces will remain the same. All paving materials, patterns and extent of paving will remain the same along Derby Street, the pedestrian access from Derby Street to the Harbor Walk. No change to the Harbor Walk and raised public plaza on the South side of the building. Planting beds,planting materials, lighting fixtures, screening and fencing materials and accessories at the public plaza wll remain the same. Vehicular access from Derby Street to interior and underground parking will remain the same. Changes from original approved project: 1. Reduce the total number of units from 38 to 37. (One less unit on Sixth Floor). 2. Change from separate canvas awnings over each individual First Floor window and entry door to a rigid framed metal canopy. The canopy will be dark grey colored metal with exposed framing below the canopy. The canopies will extend over groups of doors and windows and will turn the comers of the building between Derby Street and the pedestrian walkway(NE corner);between the pedestrian walkway and the public plaza(SE comer) and public plaza/harbor walk and the interior of the public plaza(SW comer) The front fascia of the rigid canopies will contain a vertical space for signage for each commercial space and the name and address of the condominium at the entrance lobby. 3. Change the Second Floor windows from fixed and awning window combinations to double hung windows. 4. Change the Sixth Floor windows from fixed and casement round top windows to double bung windows with transoms. 5. Add precast concrete sills and lintels, in the brick,to windows at the Third,Fourth and Fifth Floors of the building. 6. Change in the types of balconies, locations of balconies and numbers of balconies as follows: a. Change the locations of balconies in the southeast wing-of the building due to reconfiguration of units inside. PO EDGEWATER DRIVE, SUITE 21 5 WAKEFI ELD MA O 1 BBO 0 781 .246. 1667® 781 .246 1583® WWW.OSULLIVANARCHITECTS.COM b. Add full balconies to units at the Second Floor south and east sides of the building; previously there had been no balconies at the Second Floor. c. Add French balconies to two of the Second Floor units facing Derby Street where previously there had been no balconies. The French balconies will consist only of railings with no depth to the balcony and not extending beyond the property line. d. Change the balconies on the Third,Fourth, Fifth and Sixth floors, along with new balconies on the south and east sides of the Second Floor to extend beyond the face of the building with a partial recess. The previous balconies were fully recessed into the building by approximately five feet. The proposed balconies will recess approximately one foot into the building and project approximately 4'-3"beyond the face of the building. The balcony material will be a precast concrete, colored to match precast concrete sills and lintels and the precast concrete/cast stone at the First and Second Floors. Each balcony will be supported by a decorative bracket under each side and the railings will be a power coated aluminum rail. e. Fenestration at balconies is changed from a patio door with sidelights on each side to only the patio door. f. Recessed wall at balconies on Third,Fourth and Fifth Floors has changed from brick to EI S in order to maintain verticality of elements. 7. Heights of decorative cornices at the Third Floor and Sixth Floor levels have been changed in order to coordinate with balcony locations. S. Profiles of the decorative cornices at the Third Floor and Sixth Floor levels have been simplified. 9. The metal roofing on the Derby Street wing of the building has been removed and replaced by a simple parapet of the same E1FS material as walls on the Sixth Floor. 10. The roof deck at the Sixth floor level which had previously covered the entire southwest wing has been reduced to cover approximately half the roof. The hot tub on the roof has been eliminated. Brick will remain"Aberdeen"by Glen Gery. Precast concrete/cast stone at First and Second Floors will remain "Cream"by Arriscraft. Windows,patio and entrance doors will remain aluminum clad Eagle Windows"Mallard Green"with brickmold. Cornices,parapets and Sixth Flocr wall to remain EIFS with a sanded finish, color to be match color of precast. Samples of building materials will be presented for review at the public hearing. Sincer y phJg J se h J. Walsh, AIA enior Project Manager ' tio.wa f-BRICK 4K THIRD FLOOR _ Y 3_ I�2' � d I/2' v c� — N to I/2' N ` 0 1/7 �-EIFS CORNICE - 11! ' ,P N a N h �2. f-PRECAST CONC./ CAST STONE Third Floor Cornice 289 Derby Street O'SULLIVAN ARCHITECTS, INC. ARCHITECTURE OESION PLANNINC3 Salem,Massachusetts 201 eaoawseer orl. . suns 21 s•w®usr®Ja. �A 01 eao June 15,2DO7 Scale:1 12'=1'0' *.� neq aao-mm.var pm+s<s+eea•www.osu�uvaNerac+r�cracore o xam oaw..�awns u� fEIFS dK SIXTH FLOOR 7 1/2" 1 Y I � 1/2' N I/2' N C�\ 1/2' (V t�\-EIFS CORNICE YT iv �-BRICK Sixth Floor Cornice 289 Derby Street O'SULLIVAN ARCHITECTS, INC. ARCHITECTURE • OE61CiN PLAN NINp Salem,Massachusetts 201 Suta 215 , 01680 June 15,2007 CC21B:1 1 a_T-D' el.781120-187-Fu PSI 126B-1B9�VM�W.p6VLLIVANPRC111TEClS COM C20T(YSUM MWYNm �EIFS `n 1 4' .j <V TOP OF ROOF DECK _ EIFS CORNICE 1'I 1'-2 �0 f r-EIFS b CORNICE f-EIFS Roof Cornice 289 Derby Street �s O'SULLIVAN ARCHITECTS, INC. ARCHITECTURE OESIpN • PLANNINp Salem,Massachusetts 201 atlamwa er orly, S�rta 215•waR®nald, Mn.16eo June 15,2007 Scale:1 1Z=1'-0' r.r nev zao-sai•v.._ naq eae-.eea.ww.a.osuwv�Nnwcmeers.cor.n TINTI, QUINN, GROVER & FREY, P.C. 222 ESSEX STREET SALEM,MASSACHUSETTS 01970-3705 WILLIAM J.TINTI TELEPHONE WILLIAM B.ARDIFF (1965- 1995) tinti®tintilaw.com (978)7458065 • (978)744.2948 MARCIA MULFORD CINI WILLIAM F.QUINN OF COUNSEL WilliamFQuinn®aol.com TELECOPIER 745-3369 SCOTT M.OROVER (978)ww.[incililaw.eoaw.co wm smgrover®tintilaw.<om MARC P.FREY mpfrey®tintilaw.com BY HAND June 1, 2004 Ms. Tania Hartford Salem Redevelopment Authority 120 Washington Street Salem, MA 01970 Re: 289 Derby Street, Salem,MA Dear Tania: I would like to begin the process of Final Approval by the Salem Redevelopment Authority(SRA) of the project at the above referenced location. As we discussed, construction plans will be developed over the next few months, however, we need to open the hearing process with the SRA in order to proceed with other local permitting. The proposed project involves the demolition of the existing Coastal Oil service station and construction of a single, six story residential building with 38 housing units, 2,200 square feet (sf) of commercial space fronting on Derby Street and an additional 1900 sf of un-programmed facilities of public accommodation facing the South River. Parking for 58 cars is provided through a combination of below ground parking level, ground floor parking and exterior surface parking. A 20-foot wide Harborwalk is proposed along the South River which will connect to Derby Street along the west side of the site via a 5- foot pedestrian path. Ms. Tania Hartford June 1, 2004 Page—2- I have enclosed seven se'.s of photographs of existing conditions of the site and adjacent properties as well as the site plan and elevations previously submitted. I would appreciate it if you could put this matter of the SRA's agenda for the June 9, 2004 meeting. Thank you for your continued assistance in this matter. Zt ruly yours, . Grover SMG/dlg Enclosures I CONCEPT PLANS FOR: 289 DERBY STREET ZONING ANALYSIS PARCEL IDENTIFICATION:34-0441-0 DEED REF BK 7021 PG 283 ZONING DISTRICT:B-5 AS PER SALEM ZONING ORDINANCE: ( 'y. _ - `!�5, PERMITTED PROPOSED J DRAWING LIST: EXISTING e, �ACK REQUIREMENTS: 1 .• GAS STATION - '�— FRONT SETBACK - - I COVER ZONING ANALYSIS,EXISTING SITE PLAN SIDE SETBACK S'-0" 15'-0- 1 1 C1.1 PROPOSED SITE PLAN REAR SETBACK(BY DEP) 46'-O"(2596 OF LOT DEPTH) I 1 A1.1 CONCEPTUAL UNDERGROUND PARKING REAR SETBACK(BY DEP CH.9)(HEIGHT) NOT TO EXCEED 55'-O"H WHIN 100'-0" 1 A7.2 CONCEPTUAL FIRST FLOOR PLAN 3"AAJ 1` A1.3 CONCEPTUAL SECOND FLOOR PLAN LOT REQUIREMENTS: A1.4 I Q CONCEPTUAL THIRD FLOOR PLAN (4th 6 Sth SIMILAR) �,•,:v'` ?}'^ MINIMUM LOT AREA 2,000 SF 24.785 SF I A1.5 CONCEPTUAL SIXTH FLOOR PLAN MAXIMUM%LOT COVERAGE 50% 5096 IA1.6 CONCEPTUAL ROOF PLAN 1 MINIMUM LOT WIDTH 30' 125.23' I A1.7 CONCEPTUAL FRONT ELEVATION 1 MIN.LOT AREA PER DWELLING UNIT 500 SF 652 SF A1.8 CONCEPTUAL SIDE ELEVATION MAXIMUM#OF DWELLING UNITS 49 UNITS 38 UNITS A1.9 CONCEPTUAL REAR ELEVATION S MAXIMUM BUILDING HEIGHT 70' 65.5' A7.10 CONCEPTUAL BUILDING SECTION 1 MAXIMUM BUILDING HEIGHT(STORIES) 6 6 I A1.11 CONCEPTUAL STREET ELEVATION FLOOR AREA RATIO 3:1 2.75:1 PARKING SPACES(1.5 PER DWELLING UNIT) 63 SPACES 58 SPACES . , is NGRTH EXISTING SIT- _—\ AARCH 9, 2004 Martins Design m Construction Real Estate Development 130 SYLVAN STREET DANVERS, MASSACHUSETTS T. 978.777.9084 F. 978.750.4281 W.W .martinscompanies.com r � r _ o ao \� MEN mm mommom \11\NO \ �. : d�.t Gf`n .► _ �.G.G.G.G..G.�.G...G.G.G.G.i�.�� a�i°a:��'i�`L'iGGGaa iGaiiiGiGiGi�o • �T' �i sei�• !•.i;♦iG.G..G.G.G.G.� .i duo � �• o ill'i♦�•dieti�.�♦i�i�i�a��i�i�id�aii'ir �� i'� *.d O�.OJ �� '.��O.�i�i�0i� ..Orz'. d�o�Eeid•..p.;d•� .�• �z .'i.�d.�.".di.�i� rN.R�� .R�"�� !iO�Piy p�i��•,�i�i��G��♦GS��Za�.�d.��.aid`�.dd,.� ..� i:,MINUMPG.�aa ti. . .♦i. . :a da ,....dam. . �';O�i�d�.d�id�0i�p tiidi..;;� ° •� •� �1♦aOR: ' • ►i Gd.� � � ( ...... �..�ia Oi...dd... ..�+� i`..i♦. `i'i ♦ ..i �SGi� Odi..'`11' �/ �OOOi�., . •.dd �i i i�ai�i'i�i'aaii'i�a: M�a aai�ai ��ii�i�iii°'��G,;.i�`�i:G�� `` j%♦a O yid-.G9`�aae'♦ �``v i�i�i'OOi'OOOOOOi'Od'�i.- OO�d�•0, �♦Q•••isi'i-��'. ��='�i'�i'i�i♦'�.d�i! �i i•i��i�•\��',�y�%.��.ii�'iad�pa•L��,y%ia.FOidii� .__ � � �� d�!�"""�� r s �• Q4 1 3 I I I I 1 I I 1 I i UP TO STREET LEVEL I6 I I a II I I I I 11� I l l l l l -J d I a o 50 11 $Q. 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MASSACHUSETT3 (FOURTH FLOOR PLAN 014T0 SIMILAR) [( tJe[.I nARCN le. oo 11 �f g o Q I I 1 ) I o � o N tt7 N t11 u' I I T T T I I '(F��(('ryry�}}}w�l JJJrI1 I �. z N n xLn o 0 X jJ jJ T -p I + w✓ i ji LL N�o om° mD -4mo u'T_ I ono -c I — I I I I_ f I I I I I I I , l I , I � I I f I I s0 f I I mz I m K If � � I 1 o rD- I I 1 D � 1 z � I I N Martins PROP4S_ �y Desfgn-Con an�cAoi7n 289 D��B��MINIUMS for: o z Real Estate Cevalopment I Y I a 5 T/IRnR SALEM, MASSAeHUSETT S01.110 SIXTH FLppR PLAN 3p ncv:. n,oRCN W. 200, f I , I I I I --�-- - - - - - - - - - - - - - - - - - - -) � I I I I I I f I I I i I 1 1 I I I i I I I I I I I Y 1 I I 1 I I I , I I I 1 I I I I I - - - - - - - - - - - - - - - - J - - - - - - - - o - - - I I I � I I 1 MM0 I 1 faRD O ! 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MASSACHII5ETT5 01-110 Z Daca: MARCH B, 2004 I I I I I I I I I I I I I I I I I I I I I I I I I o I I � I I i Z OBM — pq N I I � - \ - LLa \ - - I-��-- N I I I I r I I I I I I 0 I I I I I I nA I I gy l m 70 101-0e �. 101-0e j• 101-0e j•101-0e �. 101-0e�. 101-01' i. mm m 6q�—s pie" oD O z D Martins Design-Construction PROPOSED CONDOMINIUMS for: g E M rtin 2Sc� DERBY STREET FRONT ELEVATION 2 n _ o S.W.. I/W-r-o• Real Estate Development SALEYI, t1A55ACH45ETT5 01910 < o e Data; MARCH e, 2001 130 6ylven Street L r1 o Dm�ere:MA OIB23 Dreun by: B_PORiIN ; I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I D I I I I I I Z I I I I I I c I I I I I I I I I I I I I I I I I I I I I I I ' I I I I I I ! I I I I I I I T o I I I I I I I I I I I I I z z z z U o 0 0 0 0 D A rti 1i A Z D A A 0 i z z z Z — L� D 3 1 -1 -4 n 3 mA O D r I I I I > o I @ � I I I I I I I I I N m I I I 0 —1 10'- 10'-0' 10'-0" 10'-0" 10'-0' 10'-0' 12'-0' , O Z Q'-0. �. N o Martins PROPOSED CONDOMINIUMS for: BUILDING SECTION r ►a I 289 DERBY STREET I I i uesig n.Censtmction u Real Estate Oevelopmenl SALEM, MASSACHUSETTS 01910 s�.1.: ve•-r—o• g z > I I" if I ' I=N i ■■ d, kit ' 0 1` elll�I F It =III MEA I_ kt. 1 aI I e i i imp air!pkl:I ✓J y — ' iul L Y 1 1, 1 'NI !MI �oI a A u i. ®o lu [OLIF II IIPR I011111111111111111 95, -1MINI .7 i r ItI , All " .I - 3 JEW f I AI 9 m o PROPOSED CONDOMINIUMS for: n' e Martins STREET ELEVATION �. o�se .ca sn ra 289 DERBY STREET s` u . Real Esfate Development SA_E'1, "A38AC4JSETTo 0I970 a iac S:been ^neat 33 u e Dan 8— V77 01023 7 ew• 04, B_FOR?IN � �� T U7 —"�'�'NB� -9064 v." uncxpaniaemm w k t y�1 F6, J i +lye ✓t im __- f_• _ d Ik i I P, r Ley s it III ee $_b y # t� mi'� - m ° Martins PROPOSED CONDOMINIUMS for: SITE PHOTOGRAPHS 28°I DERBY STREET f•� 3 Reslgn- Cons4uction fg ReM Estate Dmlapnlnnt 34 N. 5S 4C HU S ETTS 01970 o z 130 SYtvan Sboet Oacv. MnY C ]GOM Y w N v n T —M? 01923 �.a�. ay. 5_cC'e��n '•� 97B—?Z7-909a s w wwmmaiuwcwnoedw:om '4 l I . 1 P � H 11 ! yn. y,P pA I � I r.,e I, — �I I ,z �P 1�a I � J m o PROPOSED CONDOMINIUMS For: ►� E Martins 28q DERBY STREET SITE PHOTOGRAPHS �� Design Consbuction s w . 1O Real Estate Development 33 BE—8 p o—p sale vTs px Pam► 130 Sylvan Street "' LL, s'7��=CST\.4 i a Gn.e a. 1✓�A t923 w�. rtw!Iwomwnaanem CONCEPT PLANS FOR: 289 DERBY STREET . I ZONING ANALYSIS " i' PARCEL IDENTIFICATION:34-0441-0 DEED REF BK 7021 PG 283 ZONING DISTRICT:B-5 v E t AS PER SALEM ZONING ORDINANCE: PERMITTED PROPOSED I DRAWING UST: _ 'mot t 1 GAS STATION _ f SETBACK REQUIREMENTS: � � � � � FRONT SETBACK I- - I I COVER ZONING ANALYSIS,EXISTING SITE PLAN 1 r F SIDE SETBACK 15'-0" 15'-0- 1 1 C1.1 PROPOSED SITE PLAN REAR SETBACK(BY DEP) Ir 46'-0"(25%OF LOT DEPTH) 1 1 A7.1 CONCEPTUAL UNDERGROUND PARKING REAR SETBACK(BY DEP CH.9)(HEIGHT) NOT TO EXCEED 55'-O"H WITHIN 100'-O" 1 A1.2 CONCEPTUAL FIRST FLOOR PLAN IA1.3 CONCEPTUAL SECOND FLOOR PLAN ILOT REQUIREMENTS: A1.4 CONCEPTUAL THIRD FLOOR PLAN(42h&Sth SIMILAR) �� naN •"MINIMUM LOT AREA 2,000 SF 24.785 SF ( AI.5 CONCEPTUAL SIXTH FLOOR PLAN 1 MAXIMUM%LOT COVERAGE 50% 50% A1.6 I CONCEPTUAL ROOF PLAN I 1 MINIMUM LOT WIDTH 30, 125.23' 1 1 A1.7 CONCEPTUAL FRONT ELEVATION I MIN.LOT AREA PER DWELUNG UNIT 500 SF 652 SF I I A1.8 CONCEPTUAL SIDE ELEVATION I 1 MAXIMUM#OF DWELLING UNITS 49 UNITS 138 UNITS I A1.9 CONCEPTUAL REAR ELEVATION I MAXIMUM BUILDING HEIGHT 70' 65.5' 1 I A1.1 O CONCEPTUAL BUILDING SECTION I ` MAXIMUM BUILDING HEIGHT(STORIES) 16 16 1 I A1.11 CONCEPTUAL STREET ELEVATION - FLOOR AREA RATIO 13:1 2.75:1 I .. PARKING SPACES(1.5 PER DWELLING UNIT) 63 SPACES 58 SPACES I I I I NORTH EXISTING SITE PLAN ... Martins JUNE 1, 2004 - Design ■ Construction Real Estate Development ,. 130 SYLVAN STREET DANVERS. MASSACHUSE:TTS T. 978.777.9084 F. 978.750.4281 W.W ww.manlnsco m pan lams.com DE"Y STRL ET V �:a - --- O _ ,< - 125.23' III"� N 85° 00'50" E m C CD n D n n m ti (n co m O _Qr p ' m CD --I m m In 0 w o� O z DD O T. � O Zmz Cil _ O r _ D p0 ' � co p — m n I CY 0 r = n IzTI co IX Rg H WALK R O1' � vfo o m -o SOU i a o TIC RIVER 127 . oN z m r D z E Martins PROPOSED CONDOMINIUMS Cor: SITE PLAN gas 289 DERBY STREET Z �+ Design w Dee Clion Sce1e: /1G"-I'-O' r~' IJ Raal Eslale Dev elo menl SALEI'i, YIASSAC NOSET TS 01910 Ce[e: nnRCH 9. ]Ooq i 130 S Swan S reef f� D.—Y. MA 01923 Drown �y: J-ROY W n T. 978-777-9084 W.wwwmarinscorpamic°m , O Q Q Q I W m —1 I I ui I ill - -f` I m I , - IUl - - w i I� I I - - - - - - -- I� U1 In — — W z � II w fn E z -D E < N w li E o DOCDz —.— — M•_- � _ pi — — — i to O A r lU'i I b m II IT 2 m c� < m — — � -- - - - - - - - _ - I I N I i wAY rRAFfi,o N I � N Ui N N I N N N I j Co J I (a n a` D 6 o FD I �i � _ I ro z = w o Mar PROPOSED CONDOMINIUMS for: y sv€ a tins 289 DERBY STREET UNDERGROUND PARKING Design-Construction r stele: I/IC-P—O' Real Estate Development 5ALEM. MASSACHt15ETT5 01910 Z Date: MARCH 9. 2001 9, • Fe 130 Sylvan Slra•t aDanvers 77 01923 Drawn It, GAH T:.78-777wwwl— W: mvlNvanryad°aa°:" Q Q Q O f I I --- --- -- ----- �f I I I mo I p b I � r I co 1 I � D I F I n I II I i i > ; I I , I z r iii co C r t7 -1 to o , m Ij nn z ITT i m I Ap I;, pz " !!-I I Cj N I _ co m j I VV I j l I ! 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MARCH 9. 300 Dr^v^ be: CAN }yyS }q rnz om 1uj 0 0 - e, (n O O co fJ p � fJ n' n to (n r> p fJ z I n -n O O I I I j f I I � f I O O f N N I Ir -4 -n I I -L 1 I I 1 I I 1 f ! I I I I I 1 1 I 1 I I I 1 mm II I j ^• '� I 1 I ti rA- I I -p I I 2 � I I N g fYt+ MartilS PROPO Fora o Design-constructioe SED CONDOi^IrNtUM3 Porr e z Real Estate Development 2 8 _+ DERBY S T R E D®>e!7 P aio23 SALEtt, MASSACHUSETTS 019�p ET TOUR TH THIRD FLOOR PLAN _ F TH Sl A ' vwngvLse� scar., vm..._o. r71LAR) pp� ... MARCH 0 4, 2001 ; rem. hy. 1114 i; I I I 1 1 I 1 I I I Ii I O tJ U1 fJt Cn N fJ p p T T T — — — — — — — I 3Ul 0 0 cn N n Q � z � T T N to I o T it -71 I I I �I-IA I mmo I I qmo I cn z00 I � I 1 I I - I I I I I I I f I I I j I I I I I I I I >O I I I m m ff II y � I z I ar I N Martin Des7ga.DanS1ruef1an 289oDEfitg�°nrNruns rar o z Reel Estate Develepmeal S T R E E T*� � n '30�Va�'&"M^A Sireal SALrz M, MAS`BACHJgE7T5 SIXTH FLODR PLAN n T: 978-777_9923 019T0 _ W:ww 8089 "��^9WeemN Scele: I/la•y_0. 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Oace: MARCH 9, 2OOq Orevn bar OAH v4 f{ I I I I I I I I I I I I E J =s 5d,4vn ,t a s It err I - E- s '°I h�lI: 1 r I Y) r far I rc r - 3iT� it 3 i, y 1 " IIM r €,I1 JT'IjI ICE Ili 3'.. 4 I I` I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I m Z 10'-O" 1 10'-0" 10'-0- 10'-O., L 10'-O"h 10—O" .--- - . ero o < • D O z m o M lrtinS PROPOSED CONDOMINIUMS tor: - FRONT ELEVATION i Desfgn•Doneltuctlon 289 DERBY STREET Eg Reel Estate Development SALEM. MASSACHUSETTS 0I910 stela MARCHo9 o z 130 Sylvan Streal Dot., MARCH 9. ]009 a Danvers. MA 01923 Drervn bV: a_FORTIN _ T; BT8—TTT-9084 W:rrxrrmeNuwn4oie[mn ' I I I i I I I i I l l l ' I i I I I ' }} it , 110 OR �r 5 Fax: m 1 gg f I� WN H •♦ 1 r .g3 : 7 1 L' /L o , , I C f iftil I In OZ ra I tl 1 y I 00 KIM.: v 111555 be I F m � F (P _ m — 1 om r m Is O z m o M[111.J.115' PROPOSED CONDOMINIUMS for: RIGHT ELEVATION Ie\\ ll i DeelpnK.CConnettroaUon 289 DERBY STREET i Real Estate Development SALEM. MASSACHUSETTS 01910_ scel., Ina•-I•—o• 130 Sylvan Sir®al De:a� MARCH S. 9004 `` ll v panven, MA OIB23 Drawn by: B_FORTIN �75-777-8084 W: mvfiurampWeacow � I I I I I I I I I I I I I I I I I i I I I I I I 1TitL :d 71'IYv+K's3"e_"{"1 i&r� - `.-p I• qa 7 �n d II uc F V v jI 9 aA rs�+- +t I i sNu n -a'3ETr :gP. n_•!:r - gg: A s ' N3LI'4Y1Yrvy FCn '3 rvi'�r-. Fe - �#I a X I r1 _ I I I I I I Q I I I I I I I I I I I I > D I I I I I 70 10'-0" j7 10'-1 10`-0" J,10'-0" 10'-0" 10,-i I m oD O z m D e PROPOSED CONDOMINIUMS for: P° gMartins 289 DERBY STREET FRONT ELEVATION Design.Construction P Peel Estate Daysioomenl D.t.a MARCH s- SALEM. MASSAGHU SETTS 01910 [ Z Dete: ARCH S. 3004 �g u i3 Sv St ' / 3 DaD yl e, an 77 01823reet Dre.:n 6y: �7 ®_PORTIN 8-777-8009 W: mrb+rnryuMtcov I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I z I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I , 1, 71 1 AA, DDI L I 1 Zo ' 1 �z 11 i N 2 I_ _/ n cl n n o O A z U D A z n - z z z z z p Do -t a 0 3 MM A 0 D r Q I I I I do I I I I I I ire I I I I I I I M I I I I I0'-0'62 0 e ° Martins PROPOSED CONDOMINIUMS for: BUILDING SECTION Design.Construction 289 DERBY STREET G ~+ ^ Real Estate Development SALEM, MASSACHUSETTS 019-10 sr.l.: inc•-v-o• p 2 D.[.: MARCH 9, 2004 A o �i a 130 Sylvan Street 91g O p Danvers, MA 01823 Drawn by: CAM 978-777-0089 W:...m0:caryaeac.m , V f ${ S- LI r .��:�` LY T I II �• t r ,� W Y ,} - a it oo t AA91:CI:M � i I— WIx �kl Iill u 123 1 � I if t � �,r,s� sfi l it III. .I •r k u UI l ' am, 4 1 T'INTI, QUINN, GROVER & FREY, P.C. 222 ESSEX STREET SALEM,MASSACHUSETTS 01970-3705 WILLIAM J.TINTI TELEPHONE WILLIAM B.ARDIFF(1965. 1995) tinti@tintilaw.com (978)745-8065 - (978)7442948 MARCIA MULFORD CINI WILLIAM F.QUINN OF COUNSEL WilliamFQuinn@aol.com TELECOPIER (978)745-3369 SCOTT M.GROVER www.tintilaw.com smgrover@tintilaw.com MARC P.FREY mpfrey@tintilaw.com BY HAND Y kwa*w JUN 01 2004 t (JFPWk"t"„ off. rP1 .. June 1, 2004 Ms. Tania Hartford Salem Redevelopment Authority 120 Washington Street Salem, MA 01970 Re: 289 Derby Street, Salem, MA Dear Tania: I would like to begin .he process of Final Approval by the Salem Redevelopment Authority(SRA) of the project at the above referenced location. As we discussed, construction plans will be developed over the next few months, however, we need to open the hearing process with the SRA in order to proceed with other local permitting. The proposed project involves the demolition of the existing Coastal Oil service station and construction of a single, six story residential building with 38 housing units, 2,200 square feet (sf) of commercial space fronting on Derby Street and an additional 1900 sf of un-programmed facilities of public accommodation facing the South River. Parking for 58 cars is provided through a combination of below ground parking level, ground floor parking and exterior surface parking. A 20-foot wide Harborwalk is proposed along the South River which will connect to Derby Street along the west side of the site via a 5- foot pedestrian path. Ms. Tania Hartford June I, 2004 Page—2- I have enclosed seven sets of photographs of existing conditions of the site and adjacent properties as well as the site plan and elevations previously submitted. I would appreciate it if you could put this matter of the SRA's agenda for the June 9, 2004 meeting. Thank you for your continued assistance in this matter. Very ruly yours, co G� .. SMG/dlg Enclosures p l ro AL p � sm I -N i Im 3 W ; ' aet 1 ■ o SI � 9 a�Y! io. v ffF T-,LI Am 311 - I OVA i- N ° Martins PROPOSED CONDOMINIUMS for: STREET ELEVATION III i DmAn—Canstruetiun 289 DERBY STREET w � Real Estate Development SA LE`I, HASEACHU5ETT5 01170 z Dice: •+.�eF +. :.00-� �+ lao smear 4 _ o TT,.976 rnn oisza W ~a N w8—7i-90F< - mY1W:.omNnetwn_ e I �yt sl+1 a7 x E U �1 11 A' I ✓„ an., ITT fIi _ I Fr I 1 Y I I L 1 fIrrI T •, �� r Ga xai�Y I FAQWW ;r �, 70 * 1 m Martins PROP05ED CONDOMINIUMS for: ° a 289 DERBY STREET SITE PHOT04RAPH5 �+• �� Design•Constmction aP` u . Reel Estate Development SALEM. MASSACHUSETTS 01910 5COJ, NTS PP Ham✓• 130 Sylvan St'..t Dot°-. "<y 11, _001 `g N o 0anX1 MA 01923 C °wr b 6_FOcTIN '+t n T 9w8-7.'—BCBa W +nvilrce°rcpankaeoni !�. t i i e j e� � 1 i 1 4 Martins PROPOSED CONDOMINIUMS for; SITE PHOTOGRAP i5 R Design•CpnsG action 289 DERBY STREET � 3 Peal Estate Development SALEM. MASSACLUSETTS 01910 Gut` K-- 130 Syivan street �J Canvars. MA 01923 — rT' H9..+.mr;—, --088 CONCEPT PLANS FOR; 289 DERBY STREET I ZONING ANALYSIS PARCEL IDENTIFICATION:34-0441-0 ♦� DEED REF BK 7027 PG 283 "_r' t. '.;...ti•..,.,:1_.,` . ZONING DISTRICT:B-5 AS PER SALEM ZONING ORDINANCE: PERMITTED PROPOSED I (DRAWING UST: I EXISTING GAS SETBACK REQUIREMENTS: GA5 STATION---- SETBACK FRONT SETBACK - I I`COVER ZONING ANALYSIS,EXISTING SITE PLAID I .r' \� y SIDE SETBACK I5'-O" 5'-0' I C1.1 PROPOSED SITE PLAN t 1 REAR SETBACK(BY DEP) 146'-O"(25%OF LOT DEPTH) A7.1 I CONCEPTUAL UNDERGROUND PARKING REAR SETBACK(BY DEP CH.9)(HEIGHT) NOT TO EXCEED 65'-O"H WITHIN 100'-0- I A1.2 CONCEPTUAL FIRST FLOOR PLAN I �\' q .�y I I I A1.3 CONCEPTUAL SECOND FLOOR PLAN c74Y^�1jZ710f4 LOT REQUIREMENTS: I I A1.4 CONCEPTUAL THIRD FLOOR PLAN(4th S 5th SIMILAR) I �;"'%%" �."�-- ' ' '1'"" '°•"+'•''%:'t;?' MINIMUM LOT AREA 2,000 SF 24,785 SF I I A1.5 CONCEPTUAL SIXTH FLOOR PLAN I .. MAXIMUM%LOT COVERAGE 50% 50% I I A1.6 CONCEPTUAL ROOF PLAN I MINIMUM LOT WIDTH 30' 125.23' I I A1.7 CONCEPTUAL FRONT ELEVATION MIN.LOT AREA PER DWELLING UNIT 1500 SF 652 SF I I Ai.8 CONCEPTUAL SIDE ELEVATION I MAXIMUM#OF DWELLING UNITS 149 UNITS 38 UNITS I A7.1 I CONCEPTUAL REAR ELEVATION I !" MAXIMUM BUILDING HEIGHT 170' 65.5' I I Al.10 CONCEPTUAL BUILDING SECTION - MAXIMUM BUILDING HEIGHT(STORIES) 6 6 I I At.t 1 I CONCEPTUAL STREET ELEVATION I t FLOOR AREA RATIO 3:1 2.75:1 I I I I I I I I I PARKING SPACES(7.5 PER DWELLING UNIT) 63 SPACES 58 SPACES I I • . NORTH EXISTING SITE PLAN-. ' Martins TUNE 1, 2004 Design -n Construction Real Estate Development 130 SYLVAN STREET DANVERS, MASSACHUSETTS T. 978.777.9084 F. 978.750.4281 W.uvw W.martlnscompanles.com DERBY STREET L — ,�.� 125.23' 85° 0050" E t m c CD n n \ n m O o m m m m - . o -o ;0 o Z DD A� O O cj Z m Z � O — O D _ O O� 14 m \ a � m — � m � I � r = n -71 '- �{�� Z h m no I pm i r Q II m � rn SOUTI, RTT IV 127 � a � z 1 V ER -�_ m r D z m ^ c Martins PROPOSED CONDOMINIUMS for: SITE PLAN ,yY Design nGL.Con Ctl10On 289 DERBY STREET p�: u �� ,i xala: Inc•- r-o- RealEstateDayelo/pm lot SALEM. MASSACHUSETTS 01910 s3 ya. 130 Sylvan Slreat Data: MARCH 9. �001 Danvers. MA 01923 Drawn by: J_Roy •N n T. 978-777-9989 W wwwmnln><mpmeacom I R i Y I UP TO STREET LEVEL IIIII � IIIIIIII � � 16 750I SO. FT. - STORAG� DOWN TO PARKIN - a M�CH. I I I I I (8% SLOPE) I 6 ` II IS t - Ux � Qu if IMP 19 a a _ _ 42 43 I 44 45 46 47 48 " 49 50 moo I � 41 I I I I I 20 I I _ — I s II I` I I O I \ I ONE-WAY 40 I I \ I I ~ 21 L — — — — _39 22 — —I— — — — — — —— — —— h W 38 5G I I I m o I _ — — —.— — 5 54 53 � � 52 F- 51 23 � (— o 2. 4 o �W m N 36 i. I I ONE-WAYul 25 uw I dew I I� 26 w 0) W N N o= mom 35 34 up 33 32 31 30 29 I 28 21ELE V. ROOM MECH. m III i i I oe A1 . 1 CONCEPTUAL PLAN A0. SCALE: 1111 _ 1'-0 I S, c 3 d ,i_. 1 __ -------- — _ - - - I N Dm 1 t A m O It I T UI y N -< D r- to II 3 i I 1 li fll t i i — _ 1 m <� O rn j m r D m II A I m E _G� m I r I O A3 00 UI h u I. O I. 702 I p Mz I urn T �> I co m I I - -- 2111 INA - - - - - - - - - -- - - L- - - - � p I I y I I I I I I j I I I I I I I i I IL I I I I I I I I I Do 1 I mZ I I n I i rc: b r D z a " 'A I(� �y�e PROPOSED CONDOMINIUMS for. FIRST FLOOR PLAN. m ° j�j inS STREET E 289 DER�3Y Scea: 1..•.I Design a Construction n Real Estate Development SALEM, MA55ACHUSETTS 019'10 Dese: MAR GH 9. a000- Drean by: CA" o • 130 Sylvan Slraet I n Danere. MA OI823 '>' ly Wi 97B 77Yeawn, Q Q 4 Q I I I I - - - - - - - - -- - - - - W - - - - - o W o N a I O p � ' O T T 1 I -n 3 m n I O J. !J � T O O I i I � I I I I I o I I G3 I N o I I T u' � p i . I T I , i - I i I f 1 I f I I I I I I I i I f I' i0 ff I z f I ron I I I o rA- I I I I z � I I N Martins PROPpgEjj CONDOMfNI4M3 n ~+W 4, ac pebr+ 5a nw, MannenAvs etSlr0outp1rec9mt2ieeon3n 4 Real Estete tt 2A8cM DERBY E oTRCiSETTs ASSA �orE. SECOND FLOOR PLAN Oat.; MARCH 4. Z,C, Dre.n by: CAN Dr . mz Om C� � m° O C� -iul I -- ---- - f O o N P � t. ; 11 x� m o - O— mm_ = i o o, N LN T -n Q ! E � � - -- -- -- - - - - - - - -N - - -' - - - -- - - __ = __ � _=- __ ,gas O - - w I � I 1 I a O W O � N N � I I — I I I I� I I f f I I I II I I I ! ! f (A�\ i0 I If I mZ ! I -mp o rb- I I I 1 z � 1 I r Design 2 O OSSO CONDOMINIUMS for: u 8 Construction o z Real Estate a...j,paent p o°va(e��MA011g23 SALE", MAS89 �H�r STREET THIRD TTS 01910 fF FLOOR PLAN �i scO�RTH i FIFTH SIMILAR) Oft.: MARCH 1, 3,,4 breun bye CAR �S I I i I - - -- -- 0 0 N IF N I CA (n FJ SJ fJ I 3... p Lrl of cD tp 17 fJ p r N I m I W -n I — 1 pzi z0 I -4 it A 1 I I _NAp I I O%nO I II mD I Imo I; I f I - I j I 1 I I j I I I I I I I ! f I j I I I DO I I I rz I I I � I I or I I I p � f z I � I ° Martins g PROPOSED CONDOMINIUMS tor. hj m' Design.Canatractian 289 b a z Rest Estate Development ^J 13Q sylvan 5/rect SALEM, t7A55ACF 4SE77 JZR�� PLAN SIXTH Fj_OOR v , a DTranvarn,MA 0ie23 01910 ?,N + - 'a"IW:wpayyym 8cele: I/!t'+p_p• ids Daea: MARCH 9. 3,,4 Ep E5 Dreen bs: BAH t I i I i 1 I t I _ - - -\ - - i - - - - _ _ _ _ - - I -'- - - - - - - _ _ -III; - - - -� I i i I i I i i i I I I I - - - ea I I I I I I i I I 1 I f I I � I I I _—.— — — — — _ — — — J —._ —i—,— I I 1~ — _ I r ) � I mmm I cn�O I bD� I � I a� I r I -C I — I _ I 1 II I I _ la 1 I i I I I 1 I I f I it f I I i 0 1 z 1 I I m n ro I 11 I I z I Martins PROPOSED s � u 0asran.Censtraction 'Z8C1 CONDOMINIUMS ('q•: Real Estate r)E R B y ' z t DeveloP;at S T R��-�, 3 Iso So,,., Sheet SAL Et7. MASSACHUSE ROOF PLAN u a TTenve�e, Mq DIBp3 TTS prgj� b18.xAY>77-gpgq - I^" 'Peiu Sceie: Vit•.Y-p• +y� Date: ryA RCN t, 3009 @r Dra. by, CAN i� I I I I I I i l I I i i I I I I I 1S a vj I I II x �A T(l) psi If Pe 1 x I " { 1 d A d "• d � - I I �- I I I I I I I I I I I I I I I I I I I I I p I I I I I I J. z for-oe lo•-0- lo,-o° io -o° y io--ow lo�-o° . � � L m , r _ m o < = D O z m o M�W. 1.111J' PROPOSED CONDOMINIUMS fepr: FRONT ELEVATIONul FDeelpn.Conelructlon 289 DERBY STREET Reel Estate DeVelopmenl SALEM, MASSACHUSETTS 01910 = D.t.r MARCH B. 2001 R i 130 Sylvan Strml Danvers.-7 MA 01923 0...n bY, S—PORT N n T: 87877 .9084 W:wwxnwLLmmrtpWeamm .. I I I I I I Al i by LE $10,11 8x s r, r JJ 1�8,r,71 rs , Ys'qFV I I , b +I rm r- avDCV' ill rr �� A + 2 f o z I o Z i e fir` .N i� S °YaFr FrT" I I I I I I p I I I I I I to m � � N n om ' r m D O z m o MartinsPROPOSED CONDOMINIUMS tor: RIGHT ELEVATION s 1 e Deelpna Conti rucllon 289 DERBY STREET o l� Reel Estate Development 5ALEM. MASSACHUSETTS ON10 130 van Sl Data: MARCH B. 2004or 1 1 N a TavaSyrsl A 01623reel Orewn bn. B_PORTIN Dn 4 Wi 978 77M1ev pee90ia84 , i l l i i I I I i I i I I I I I _ = - J.�F2Sn�;�ils I[�.n+'f`S"J'iM fj�.izT•. .a£ L .2 oil.;, c - I , I � .4ti' �T.1 2Y+1l21xus _ T` J 4 A - ;7�`I`� �,II t { t} €! d p5 FNfs•$Y`j C DK �r�'Y1tidiY�7 U��('i; S 1'rvir-,.n ! { r.= I I I I I I p I I I I I I I I I I I I Dy I I I I I I m 20 10'-0" 10'-0"� 10'-0"LSO'—O" 10--0"� 10'-0" ? m Im oD O z ' Martins PROPOSED CONDOMINIUMS for: FRONT ELEVATION Ueelgn•Conefrocllon 289 DERBY STREET Eg w tv Real Eelele Deeelegmenl SALEM, MASSACHIISETTS 01910 swie Inc•-r-o• p4 Y Dete+ MARCH e. 2004 11t� • a 130 Sylv.r Street . l Denver. MA 01923 Ornun by+ B_PORTIN aw I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I n I I z I I I I I I I I I I I I I I I I I I I I I 11 1 1 _ T 1 i I11 1 t I I I I I I 1 1 1 1 TII UA 11 DD AT on I I 1 I I I A z D A z z z z z ton 1 r.� O z � i z z n3 m M A n D r I I I > o I I I I I I m0 I I iz I MIF- CP I I I I I 10'-O" I. 10"-O" I 12'-O" � 1 z D Martins PROPOSED CONDOMINIUMS for: BUILDING SECTION t 289 DERBY STREET H� RelEstat;Development G Peal Estate Development SALEM. MA SSACH115ETT5 01910 stele: Ml RCH q 130 Sy Nan Street 6acm MARCH CH , 2004 O c Denvore.MA 01923 oree� by: CAM W ? T: STS—w TTT-8084 W:eee6ilcompalieacvv 7 +V fC B + r $ ey 19i1 I l f' Y �✓✓ik fR i �1 i A JillIn 1 nn I i ,€ p7p® • t '� dl i L 4 ' rli M�y� '1 s � 11s1 �_I IzA it or � . aytt tt t p-j I I. .y y � Flaw'•," �d, � .A µ y�I q, in I E. y y I. th 1 1 t .+• �4 �ry a 1 airy" � 3i i it g II.OSi k� a • TINTI, QUINN, GROVER & FREY, P.C. 222 ESSEX STREET SALEM,MASSACHUSETTS 01970-3705 WILLIAM 1.TINTI TELEPHONE WILLIAM B.ARDIFF(1965. 1995) tinti@tinrilaw.com (978)745-8065 - (978)744-2948 MARCIA MULFORD C1NI WILLIAM F.QUINN TELECOPIER OF COUNSEL WilliamFQuinn@aol.com 5-3369 SCOTT M.GROVER w.. 74law.co www.tintilaw.com smgrover@tintilaw.rom MARC P. FREY mpfrey@tintilaw.com ` �rr.1Jf.1Y1.L� July 27, 2004 a ?0,94 � � �•^ialr_-� Ms. Tanis Hartford I t•—^•- - Salem Redevelopment Authority 120 Washington Street Salem, MA 01970 Re: 289 Derby Street, Salem, MA Dear Tania: As we discussed, please continue the hearing on the above referenced project to the next Design Review Board meeting on August 25, 2004. Thank you for your assistance. Very tru yours, ySC rover TINTI, QUINN, GROVER & FREY, P.C. 222 ESSEX STREET SALEM, MASSACHUSETTS 01970-3705 WILLIAM J.TINTI TELEPHONE WILLIAM B.ARDIFF(1965- 1995) tinti©tintilaw.com (978)7458065 • (978) 744-2948 MARCIA MULFORD CINI WILLIAM F.QUINN TELECOPIER OF COUNSEL WilliamFQttinn@aol.com (978)745-3369 SCOTT M.GROVER www.tintilaw.com smgrovcr@rintilaw.com MARC P. FREY mpfrcy@tintilaw.com HAND DELIVERED June 23, 2004 Ms. Tania Hartford Salem Redevelopment Authority 120 Washington Street Salem, MA 01970 Re: 289 Derby Street, Salem,MA Dear Tania: Please continue generally the hearing scheduled for this evening before the Design Review Board on the above referenced project. Very t ly yours, tt . Grover SMGldlg TINTI, QUINN, GROVER & FREY, P.C. 222 ESSEX STREET SALEM, MASSACHUSETTS 019703705 WILLIAM 1.TINTI TELEPHONE WILLIAM B.ARDIFF(1965- 1995) tinti®tintilaw.com (978)745-8065 • (978)744-2948 MARCIA MULFORD CINI WILLIAM F.QUINN OF COUNSEL WilliamFQuinn®aoLwm TELECOPIER (978)745-3369 SCOTT M.GROVER www.tintilaw.com smgrover®tintilaw.com MARC P. FREY mpfrey®tintilaw.com HAND DELIVERED June 23, 2004 Ms. Tania Hartford Salem Redevelopment Authority 120 Washington Street Salem, MA 01970 Re: 289 Derby Street, Salem, MA Dear Tania: Please continue generally the hearing scheduled for this evening before the Design Review Board on the above referenced project. Very truly yours, Scott M. Grover SMG/dlg aSalem ® Redevelopment Authority MEMORANDUM TO: Members of the Design Review Board FROM: Tania Hartford, Economic Development Plannei SUBJECT: 289 Derby Street (Former Coastal Gas Station) — Final Design Review DATE: November 12, 2004 The development team for the 289 Derby Street Redevelopment is planning on attending the meeting on November 17 to discuss updates to their plans. Unfortunately, they were unable to get these revisions to me prior to this packet being mailed. The attorney for the project, Scott Grover,will be delivering those to you prior to the meeting on either Monday or Tuesday of next week. Please feel free to contact me at 978/745-9595 x311 or Thartforda-salem.com should you have any questions prior to the meeting. Enclosures 120 Washington Street • Salem, Massachusetts 01970 • (978) 745-9595, Ext 311 • Fax (978) 740-0404 Martins Design ■ Construction Real Estate Development 130 Sylvan Street Danvers, MA 01923 t:978.777.9084 f:978.750.4281 w:www.martinscompames,cam October 20, 2004 Re: 289 Derby Street Revised Landscape Plan Design Review Board Members, In response to the comments from the previous Design Review Board meeting we have made the following revisions to our proposed design: 1. We have revised the planters from curved to straight. This creates organized spaces that will allow for regular open areas with a greater sense of enclosure within the planters. It also allows us to buffer the property on the East side with thicker planters to emphasize the garden feel and provide shace trees for the benches. 2. We have added a latticed fence along the East side that is intended for vines. This will help buffer the view to the existinc building on the East as well as toward the parking garage. We would also propose placing a latticed fence element in front of the existing building where the harbor-walk dead ends. A garden folly/decorative element to signify the end of the walkway (in its current state) assuming that the zoning board and neighbor concur. 3. We propose placing a trellis over the open parking area and ramp to create a more pleasing view from the units down to the garden below. 4. The planters are now to be made out of brick. 5. Handrails have been added across the expanse of the stairs in accordance with code. 6. The ramp has been relocated on a center axis with the revised design and is at a 1:12 slope in accordance with code. 7. There will be drains in the center of each open area that will tie into the filtering system as proposed by Bohler Engineering. 8. The structure of the planters & open areas of the garden plan is currently under preliminary review by a structural engineer to ensure that enough depth of material has been allocated for adequate structure. 9. We have added egress from the Facility of Public Use to the garden directly to the South. 10. We intend to use the lighting fixtures spec'd by the harbor-walk in our design. 11. We intend to fence off the -iarbor-walk side of the 5' set back with the continuous lattice fence, and also to plant it out with indigenous ground cover. Thanks, Craig . o las, A Direct r of Archfte ral Services ❑cc 25 04 01 : 37P 97BG460087 P - R! Project 44-173 McBrie_ HE 160 Sylvan Street Telephone: 978-646-0097 Danvers, MA 01923 Structutal Design & Sales Fax: 978-646-0087 www.mcbric.com October 26, 2004 Mr_ Craig Douglas Martins Design&Construction 130 Sylvan Street Danvers, MA 01923 RE: STRUCTURAL CONSULTING SERVICES Underground Parking Garage at Proposed Condominiums 289 Derby Street Salem,MA 01970 McBrie, LLC Project#4-173 Dear Mr. Douglas: Per your request, McBrie, LLC has preliminarily reviewed the above referenced project for constructability purposes and has concluded the following: The space designated fiar structure in the proposed plans that we received, dated October 20, 2004 should he adequate to support the proposed planting/eourtyard area. Please do not hesitate to contact our office if olLccquirc additional information. .af! AFL L. +�. .' WC.H <''n Sincerely, PekNnM 'u;.= STitW"W4'AI. ": Michael Perham. PE >rr t Structural Engineer/Managing Member ^w 4-173 Martins Salem Page 1 of 1 10/26/04 TUE 13:36 [T%/R% NO 5211] CITY OF SALEM SALEM REDEVELOPMENT AUTHORITY FACSIMILE TRANSMITTAL SHEET TO: FROM: Attorney Scott Grover Tania Hartford COMPANY: DATE: Trnti,Quinn,Grover&Frey,PC 1017104 FAX NUMBER: TOTAL NO.OF PAGES INCLUDING COVER: 978/745-3369 9 PHONE NUMBER: SENDER'S REFERENCE NUMBER: 978/745-8065 978/745-9595 x311 RE: SENDER'S FAX NUMBER: DRB Minutes-September 22,2004 978/740-0404 ❑ URGENT ❑FOR REVIEW ❑PLEASE COMMENT ❑PLEASE REPLY ❑ PLEASE RECYCLE NOTES/COMMENTS: Scott, Following are the minutes from the September 22, 2004 DRB meeting. They provide a detailed summary of the comments the Board had for your project at 289 Derby Street. Please let me know if you require further information as you put together your submittal for the October 27 DRB meeting. Thankyou, Tania 120 WASHINGTON STREET SALEM, MA 01970 THARTFORD@SALEM.COM DRB Minutes September 22,2004 Page 1 of 8 DESIGN REVIEW BOARD MEETING MINUTES SEPTEMBER 22, 2004 A regular meeting of the Salem Design Review Board (DRB) was held in the third floor conference room at the City Hall Annex, 120 Washington Street, on Wednesday, September 22, 2004 at 6:OOpm. Members Paul Durand, Chris Greene and David Jaquith were present. Tania Hartford, Economic Development Planner was also present. Minutes Minutes from the August 25, 2004 meeting were reviewed and approved. Old Business Ms.Hartford explained that the owner of Edgewater Cafe,Dennis Moustakis,is present to discuss the ductwork in the rear of his restaurant. Ms.Hartford explained that the applicant appeared before the board some time ago and was told to match the siding to the existing aluminum siding. She stated that he is ready to start the work and would like to use vinyl siding. She explained that the applicant brought samples for the board to review and he is willing to paint the aluminum siding to match the vinyl. Mr. Durand commented that they really want the colors to match. Mr.Moustakis stated that he would match the aluminum by painting the vinyl. Ms.Hartford questioned whether vinyl could be painted. Mr. Durand stated that with the right primer is could be possible,but it will probably look like patchwork. Mr. Greene asked about the location of the wall. MS.Hartford stated that it faces the alley or parking lot. Mr.Moustakis stated that he understands that the materials will have to match. Mr. Moustakis commented that they don't even make aluminum siding anymore. Mr. Greene stated that the other option would be to make it a very different color. Mr. Durand suggested making it look like a chimney. The members suggested using a different material. They stated that they would look at it and give suggestions. Ms.Hartford stated that the change would probably have to go before the SRA. She told the applicant that she would be in touch. New Business 1. 24 Front Street (Boon) — Review of the proposed signage at 24 Front Street. DRB Minutes September 22,2004 Page 2 of 8 Ms. Hartford explained that the proposal includes the installation of two signs. One sign would be installed along Front Street and would be 24" x 24" attached at a right angle to the building with a blue internal light to show the through the die cut. The other sign would be located along the alley and would be 12" x 14" attached flat against the wall. Both signs would be a dark metal background with die cut diamonds. Ms. Hartford stated that the only color light allowed in the guidelines is white, except for entertainment, recreation and eating and drinking establishments. She commented that she did not know what category a gallery fits into. Mr. Durand commented that the blue light would be good. Ms.Hartford commented that if the members want to recommend the blue light,they can take it to the SRA and make a case that it is an entertainment establishment. Mr. Greene supported the idea and suggested approval of the blue light for the hanging sign. Mr. Greene stated that there is a light shown for the wall sign. He commented that the wall sign should not have a light. The members discussed the location of the conduit. Mr. Greene commented that both top and bottom of the conduit have to be covered. Mr. Greene suggested approval of the hanging sign with the blue illumination and the wall sign with no illumination. The members agreed that the wall sign should be one inch off the wall with no light. They agreed that the applicant can add color to the wall sign because there will be no light. The members stated that they will need to approve the location of the conduit and the attachment detail. They stressed that there should be no exposed conduit. They stated that the entire sign needs to be enclosed, but small ventilation holes would be allowed. 2. 139 Washineton Street (Pickle Pot) - Review of the proposed signage at 139 Washington Street. Ms. Hartford introduced the owner of the gallery at 138 Washington Street,Jennifer Bowie, and explained that the proposal includes the installation of a hanging sign and a wall sign. Ms. Bowie stated that she had to compromise with the landlord to get to this point because the building does not lend itself to signage. She stated that her frontage is 32 feet along Washington Street. The applicant stated that the hanging sign would be 18" x 36" mounted on a scroll bracket with medium green vinyl graphics on '/z" PVC with a white background. The wall sign would be 24" x 96" with medium green vinyl letters on 4h" PVC with a white background. Ms. Bowie stated that the compromise was to attach the signs to the brick of the fa4ade instead of mounting them to the granite sign bar. DRB Minutes September 22,2004 Page)of 8 Mr. Greene suggested using two brackets mounted to the brick and hanging the sign above the door at the granite level. He commented that the applicant is correct about the granite being the sign band. Mr. Durand stated that the brackets would not work with the proposed PVC sign. Mr. Greene commented that the sign would have to be thicker. Ms. Bowie stated that she likes the idea but she does not have any say in the decision. She commented that the Pabichs probably should have come to the meeting in order to make decisions. Ms.Bowie explained that they are havi-ig a hard time trying to find a place for the blade sign because of the shutters. Mr. Durand asked why the signs have to be up so high. Ms. Bowie explained that she does not have enough clearance from the sidewalk and then the bracket hits the shutters if it is higher. Mr.Jaquith commented that the blade sign does not need a big bracket. Ms. Bowie stated that she would like it if the sign was just the pickle cut out entirely. Mr.Durand asked if the applicant needs the blade sign. Ms. Bowie explained that because of the trees, her store is completely hidden from people going down Washington Street and the hope is that a blade sign would attract pedestrians. Mr. Greene stated that the location is a walk-by location. Mr. Greene stated that he does not see why the sign cannot be attached further down towards Front Street. Ms. Bowie explained that the pickle hanging sign is to attract people from Essex Street. Mr. Durand asked the members what they thought of the white background and suggested that it be darker. The other members of the board agreed and suggested that the color be creme. Ms. Bowie explained that she hates the PVC, but she cannot paint, and would like something that will last. Mr. Greene stated that the background color needs to be changed to creme and the signs need more space around the letters and graphics. Ms. Bowie passed out color renderings of the pickle sign. Mr.Durand stated that the colors on the picture are better and that she should paint the sign. Ms. Bowie clarified that the board wants the wall sign to hang and asked if the sign would hit the building. Mr. Greene stated that the sign would be rigid and there could be a welded rod keeping the sign in place. Mr. Greene stated that the sign should be exterior plywood (MDF) and hang out from the building about three inches. Ms. Bowie asked if since they are going with the MDF, can she carve the signs and do gold letters with dark green background. The members stated that that would be great. Ms. Bowie suggested that the pickle be silver and the members agreed that it would be great. DRB Minutes September 22,2004 Page 4 of 8 Ms.Hartford summarized that the board would like to see an MDF sign above the door and the dimensions will have to be worked out. Mr. Greene stated that the board should see a submission before approving the signs and brackets. Ms. Bowie stated that the submission will be a hanging sign with a silver pickle and the wall sign with gold letters and rigid mounting above the door. She stated that both would have dark green backgrounds. Ms. Bowie stated that she does not have jurisdiction on where the signs can be hung. Mr. Durand stated that this is the first sign on the building and there needs to be a precedence where the signs work around the building. He added that the owners should be presenting the signs. Ms. Bowie stated that how her signs work will not work on the other side of the building. Mr. Durand commented that the owners of the building said that they would present a sign package for the building to the board. The members asked Ms. Hartford to check whether they were supposed to come back with a comprehensive sign package. Mr.Jaquith asked that Ms.Hartford check the drawings for the shutters. The applicant asked that the rods be decorative. The members suggested that she propose something but to keep it simple. Ms. Hanford asked the applicant to submit revised materials by noon on Monday, September 27th. She stated that she needs dimensions,locations, colors and layouts. 3. 289 Derbv Street (former Coastal Gas Station) — Review of the Final Design Plans for the redevelopment of 289 Derby Street (Coastal Gas Station) into a mixed- use building. Ms. Hanford introduced the design team and stated that they will be presenting their final design plans. She explained that the project is currently being reviewed by the Planning Board and Conservation Commission. Ms. Hartford explained that the project has also started the process of Chapter 91 review. She stated that the DRB will have a series of meetings to review the project before recommending the project to the SRA. Ms. Hartford explained that they will be looking at site issues tonight and introduced Scott Grover, the attorney for the project. Attorney Grover introduced the project team and stated that they have been working on site design. He explained that they are hoping to get site plan approval from the Planning Board at the next meeting and they expect approval from the Conservation Commission tomorrow night, September 23, 2004. Attorney Grover explained that the site plan has been revised through a series of meetings with the Department of Planning&Community Development and the Planning Board. He stated that the topic tonight is the site plan. He commented that they are looking to have the final design of the buildings in part by the October meeting and the finalized plans in DRB Minces September 22,2ON Page S of 8 November. Attorney Grover stated that they appreciate the comments and input from the schematic level and look forward to working with the board during the final phase. Brigitte Fortin, the architect for the project, went over the site plans and the changes from the Chapter 91 process thus far. She stated that the parking spaces within 100 feet of the river are now open to the public and the area around the harborwalk has been opened up. She explained that they are looking at brick for the surface of the site and poured concrete for the planters. Ms. Fortin explained that they do not know what the harborwalk materials will be yet, so they will add that information when it is provided by the city. Ms. Hanford explained that the harborwalk is currently being designed and the specifications will be provided to Hess, Beverly Cooperative Bank and this project for construction of the walkway. Mr. Durand asked what the material will be for the harborwalk. Ms. Hartford stated that she believes that it will be concrete. Mr. Greene stated that he found it hard to comment on the site plan because the details of how the design would be constructed are missing. He stated that the cross sections do not show what the roof of the garage is and it is hard to comment on whether there is enough soil or too much soil without knowing what the structure will be. Ms. Fortin explained the dimensions of the garage and the planters. She stated that the planters will be 28" and will require smaller trees. Mr. Greene commented that designing a garden on a rooftop is complicated and irrigation, weights, structural supports, etc. need to be worked out. He explained that his comments on the design are qualified by the fact that they are limited because there is not enough technical information. He commented that the roof may need to be thicker to hold the proposed planters and shade trees would be an excellent idea for this site. Ms. Fortin asked if there are examples of roof gardens with shade trees. Mr. Greene suggested looking at examples such as Post Office Square Park or University Park Hotel in Cambridge. He commented that the planters in the second instance had to be mounted because they could not go down,which would probably apply to this site. Mr. Greene commented that the board will need to see the particular patterns of the brick on the site. Mr. Greene commented that the proposed semi circular pattern of bricks would necessitate saw cutting them and they probably do not want to do that. Ms. Fortin agreed. Mr. Greene commented that there is a risk that the poured concrete planters will be a focal point and may not be as elegant as appears. Mr. Greene suggested carrying the wall around so that people will not be able to see into the garage from the garden. Mr. Durand commented that the stairs look too bare and may be too wide. Mr. Greene commented that the stairs will need to have handrails and the risk is skateboarders. He stated that the design should think about that and railings will break the DRB Minute September 22,2004 Page 6 of 8 steps up. Mr. Greene commented that his firrn designed Spaulding Rehab Hospital Park with seatwalls all around the park and installed bronze objects where the concrete is smooth. Mr. Greene commented that they should make sure the proposed ramp is twelve percent. Mr. Greene commented that the waterproofing structure for the garage needs to be at least preliminarily designed in order to look at the roof. Mr. Greene also asked about the ten foot access to the harborwalk. Ms. Hartford explained that they will be combining their access with the Hess Gas Station to make a ten foot walkway. Mr. Greene asked about the other side of the parcel where there is a five foot setback and asked if there will be access on that side as well. Ms. Fortin stated that it is a setback and there will not be access. Mr. Greene asked questioned what will stop people from walking in that space. He added that the five feet should be thought out and there should be plantings in the five foot setback. Mr. Greene asked about the rest of the harborwalk. Ms. Hartford explained the location of the harborwalk. Mr. Greene commented that at this site, the harborwalk is a dead end. Ms. Hartford stated that at this point, it is a dead end. Mr. Greene stated that the dead end of the harborwalk, the lack of access on the side should be worked out. Ms. Hartford stated that she would check on what they can do in the setback. Mr. Greene commented that they should be allowed to do a planter in the setback. Mr. Greene added that all of these issues go together in refining the design. Mr. Jaquith commented that the circular planters where they touch the building will create awkward spaces that stuff will get stuck in. Mr. Belleau asked if they are suggesting square planters instead of round. Mr. Greene commented that because their building is straight and the harbor line is straight, they may want to have straight planters. Mr.Jaquith added that round planters would work on the corners. Mr. Greene stated that if they use rectilinear planters, they may be able to use other materials than poured concrete,which would work better. Mr. Greene stated that the balance of plantings to paving is fine. He asked about the windows on the public facility. Ms. Fortin explained the windows. Mr. Greene stated that they should think about the egress and design it even though they don't know exactly what the use will be. He added that they should consider adding planters in front of the windows. Mr. Belleau commented that the feedback is very helpful. Mr. Greene commented that the lighting of the space should be included in the design. Ms. Hartford explained that the harborwalk will have specs for lighting fixtures. Attorney Grover stated that they will use that in the design. Mr. Greene commented that the seating area should have a sense of enclosure with a smaller entry. Mr. Belleau explained that because they do not know what the use will be, so the design is trying to be flexible. DRB Minutes September 22,2004 Page 7 of 8 Mr. Greene suggested that they consolidate some of the planting beds so that they have more usable space. Attorney Grover stated that their feedback is very helpful and stated that they will come back to the next meeting with some of the building design and the changes from the comments regarding the site. Mr. Belleau added that they will get more details on the structural design of the garage. Al Martin suggested that they design the structure but work on the details at a later time. Mr. Greene stated that they need to know the dimensions and whether it will work. Mr. Durand stressed that if the structural design does not work,the site will not work. Ms. Hartford asked the applicant about their process with Coastal Zone Management and whether their comments are incorporated into the design. Attorney Grover stated that the comments are incorporated. Mr. Greene asked about coverage at the down ramp and suggested building a freestanding wall along the ramp opening. Mr. Greene added that because it is North facing, it will be a great place to grow plants. 4. 331 Lafavette Street — Review of proposed Schematic Design Plans for the redevelopment of 331 Lafayette Street from a one-story retail space into a residential/commercial mixed-use building. Ms.Hartford stated that this project is a little different because it is outside of the Urban Renewal Areas. She explained that the applicant had some trouble with the Zoning Board of Appeals and asked if they could come before the DRB and get comments about the project design to aid in the ZBA process. She explained that Lynn Goonin Duncan, Executive Director of the SRA and Director of DPCD,thought it would be a good experiment for using the Design Review Board outside of the Urban Renewal Areas. Mr. Durand commented that the board could be used as a scapegoat in the Zoning Board process. He asked if there were any specific issues that were raised from that process. The applicant explained that there were no issues but there was a lack of communication with the neighbors. Ms. Hartford stated that from her understanding the neighbors wanted some changes to the design, or the project would not be approved. Attorney Scott Grover explained that he was not at the meeting and he is filling in for Attorney Bill Quinn, but the neighbors had some problems with the design of the building. Mr. Greene commented that he feels that the board should not discuss the project. He explained that they do not know what the parameters are,who they are advising, and what the implications will be. He stated that there could be situations where parameters are established for review outside the SRA, but that is not the case at this time. He explained that such parameters should be in place before the board acts outside of their jurisdiction. DRB Minutes September 22,2004 Page 8 of 8 Mr.Durand commented that they did review other projects outside of the Urban Renewal Areas. Ms.Hartford stated that the board reviewed the project at 50 Palmer Street because the city required the review as part of the funding agreement with the Salem Harbor CDC. Mr. Greene commented that the board reports to the SRA with recommendations for the downtown,which is a different situation. He questioned the legality of reviewing the project and stated that it is not their function to review neighborhood projects. Mr.Jaquith commented that it would even be difficult to review if in their jurisdiction prior to the Board of Appeals. Mr.Jaquith sated that the ZBA has different criteria for reviewing and approving projects. Mr. Durand commented that expanding design review is a good idea, but he is concerned about what Mr. Greene is saying. Mr. Greene commented that they do not know who they are advising or what the basis is to review the project. He added that design review should be added to other parts of Salem through mechanisms, but those are not in place. He stated that the Planning Department should work out those mechanisms before having the DRB review projects. Mr. Durand stated that there should be more design review, but agreed that a mechanism must be in place. Attorney Grover explained that some of the neighbors stated that without professional help, they did not know whether the project would be integrated into the neighborhood properly. Mr. Durand stated that they should hire their own consultant to determine that;the DRB is not that mechanism. Mr.Durand corrL-nented that they may be pulled into something that they don't want to be pulled into. He added that he appreciates that they would come voluntarily,but they cannot help. Mr. Greene stated that in order for them to be a design review mechanism, there has to be a permitting requirement. He stated that it is not an accident that they only look at the Urban Renewal Area. He stated that if the cir,,wants to create areas where design review is a part of review,it has to be legislated. Attorney Grover thanked the board. There being no further business,the meeting was adjourned ,e Salem ® Redevelopment Authority MEMORANDUM TO: Members of the Design Review Board FROM: Tania Hartford,Economic Development Plannef' SUBJECT: 289 Derby Street— Final Design Review DATE: September 17,2004 Enclosed are the Final Design Plans for the site work planned for 289 Derby Street — Coastal Gas Station Redevelopment. As we discussed before, the applicant is planning on presenting this project to the DRB in parts in order to focus the discussion to different areas of the site. Over the next two months, you will receive materials for other areas of the development. Your final recommendation to the SRA will incorporate your comments from all of these meetings. Feel free to contact me at 978/745-9595 x311 or email thartford(asalem.com should you have any questions or concerns about this submittal. Thank you. 120 Washington Street • Salem, Massachusetts 01970 • (978) 745-9595, Ext 311 • Fax (978) 740-0404 Tania Hartford From: Tania Hartford Sent: Thursday, December 09, 2004 5:12 PM To: 'craig@martinscompanies.com' Subject: 289 Derby Street Craig, Per our conversation, I am writing to outline what is outstanding in your Final Design Submission to the Design Review Board. We will need the following delivered both to my office and to the members of the DRB by Monday at 4:00pm: • Window details, including the exact type of window and detailing of the upper windows; • Signage system for the building; Lighting specifications and locations for the builcing and the site; Cornice details; • Elevations; • Engineered Site Plans; 8 Detailed set of Construction Plans,- Construction Schedule; 44y) • Landscape Plan; Grading Scheme; • Building material details, including specifications of doors on the first Floor and balconies; • Colors and materials of proposed awnings; Section of the railings and planters at the ramp wall; Specification of the movable planters in the plaza You should submit a narrative statement describing the project and explaining each of these details and submit samples to our office, as well as, bringing them to the meeting (large samples, such as windows, can simply be brought to the meeting). Please let me know if you need further clarification. If you cannot make this deadline, please let me know and we will discuss the possibility of holding a special meeting. Thank you, Tania Tania Hartford, Economic Development Planner City of Salem, Dept. of Planning &Community Development 120 Washington St., Salem, MA 01970 978/745-9595 x311 phone, 978/740-0404 fax 1 Martins Design • Construction Real Estate Development 130 Sylvan Street Danvers, MA 01923 t: 978.777.9084 f: 978.750.4281 w: www.martinscompanies corn December 13,2004 Re:289 Derby Street Narrative RECEIVED DEC 1 3 2004 Design Review Board Members, DEPT. OF PLANNING& COMMUNITY DEVELOPMENT The project is a 6 storey mixed use structure containing residential, commercial, and facility of public use functions. The North face of the building sits on Derby Street. There is a 10'-0"wide pedestrian access along the West face of the building which connects to the Harbor walk. On the South side there is a raised public plaza over the underground parking garage that houses raised planters and seating for the public. The architecture is intended to be traditional in character with a tripartite division system of base, body, and capital. The proportions and the detailing are based in the Classical tradition. The materials of composite stone, brick, and stucco above have been carefully and specifically chosen to compliment the best qualities of the urban fabric of the city of Salem. This project has been approved by the Conservation Commission and the Planning Board, and is in compliance and currently under review for Chapter 91 A. 1. The windows are Eagle aluminum clad windows with no mullions. They are to be Mallard Green#109, and are double glazed low E for energy conservation. They are also to receive the historical brick mould. The windows on the top floor are to be a round top over a 3'-8"by 5'-O"tall awning window with a panel below. 2. Signage: Shop names will go on tie face of the curved awnings over the entrances to the commercial and facility of public use. There will also be an 18" x18" bronze plaque at the entrance to the lobby of the residences that will receive the name of the building. 3. The balcony doors are clad inswing with 2 side lights also with no mullions. 4. The doors and windows on the first floor are also made by Eagle and are the same color as the residential doors and windows, but are a commercial installation of store front windows and glass entrance doors. 5. The building will receive traditional wall sconce lanterns on each side of each entrance to the residential, commercial, and facility of public use. In addition there will be wall washing fixtures hidden on the cornice of the second floor to uplight the face of the building 6. The cornices are made out of EFIS and are proportioned according to the rules of the Tuscan order. 7. The brick is Glen-Gery Aberdeen and is standard thickness 8. The brick pavers that border the plaza are Glen-Gery—Molded Paver Series 53-DD 4"x8". 9. The paver in the plaza is"006-A"from Consolidated Brick&Building materials. 10. The roof is a standing seam metal roof from Atas-International Inc. and will be #12 Patina Green in color. 11. The Stone at the first and second floor levels will be Arriscraft International, cream in color, and 12"x24"in size 12. The awnings are to be fabric and navy blue in color. 13. The movable planters are to be the Pavillion series from Interlock Concrete Products Inc. I have enclosed cutsheets and drawings where applicable, and will bring samples of all pertenient materials to the Design Review Board meeting on Wednesday the 15'"of December,2004. 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I , lltlltl al !!�i 1! I III II9IIIS j�;t:te, III! �Il,rtl,11 IIiE:� 1°.illll: pllill Eli fill �ll l� I 111 Clad Double-Hung Elevations 3' - 811 Units Scale 1/4" = 1'�0" ROUGH OPG �L � FRAME SIZE �3 3' 8'2 1. 7 T 4/2 1111' 0'2• pit I . -'IIIE�iIII E 3850-1 E 3850-2 E 3850-3 I I E 3856-1 E 3656-2 E 3856-3 o lull E 3860-1 E 3860-2 E 3860-3 i1 - �_ 1 E 3866-1 E 3866-2 E 3866-3 CO3.024.00 AD1154 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Clad Double-Hung — -[-�;p -j=w — Monumental Single-Hung Installation Details Scale 3" = 1'0" 6" V►1 C,Tt/ V) Brick Veneer / 2=wA Frame Construction 1/2" Sheathing, 1/2" Drywall, 4 9 1/6" Wall I Head I . I Jamb Sill CO3.141.00 AD2029 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Clad Accessories Accessory Trim Metals Scale 3" = 1' 0" Miscellaneous 90 Degree Historical Outside Corner ®w Panning Applications f i F 90 Degree Outside Corner Historical Panning C14.009.00 AD1428 3102 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Clad Awning Elevations 3' - 0" Units _Scale 1/4" = 1' 0" ROUGH OPG, 3 FRAME SZE ❑ 3' 0 2� ❑6 6 V a 9,-T E 3026-11 E 3026-21 E 3026-31 o ■ El ❑ ❑ ❑ ❑ E 3026-12 E 3026-22 E 3026-32 - ❑ E]F-1 DIE [El -1 F F] -1 F I : F 1,7171 E 3026-13 E 3026-23 E 3026-33 E 3030-11 1 E 3030-21 E 3030-31 TI 1-1 E: A J H F o /T E 3030-72 E 3030-21 E 3(I30-72 CO2.011.00 AD1119 3102 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Clad Awning 2r �-� Installation Details Scale 3" = 1' 0" i Brick Veneer / 2 X 4 Frame Construction 1/2" Sheathing, 1/2" Drywall, 4 9/16" Wall r Head I � f Jamb Sill CO2.028.00 AD1136 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Clad Awning Elevations 3' - 4" Units eh PW.-gl2 Scale 1/4" = 1 0" rr1VLl.(VnlS ROUGH OPO. ,1 -{II 6'-6 1/2' 10-0 1/2' FRAME SIZE 6-9' i 16-o' E 3434-11 E 3434-21 E 3434-31 11 L: it LE E i E!i E 3434-12 E 3434-22 E 3434-32 1 CO2.015.00 AD1123 3/02 EAGLE Window and Door.Inc.reserves the right to change specifications without notice. Clad Circle Top - ��h 'FL vv -- Elevations - Half Circle Scale 1/4" = 1' 0" I i ROUGH OPG RW -{ 2'-0 1/2 FRAM'9 -�--2 Y 4 -^ FRAME SIZE �2 26 6/2•� RFRANE SIZE F-2 2-B'2•� FRAME SIZE l-`-2•_U• I ZE I I 2010 2412 1 I 2613 I 2814 I � I I ROUGHFRAME SIZE I I �S-B 8' RWGH 4 0 I/2'� ROUGHfOP{ I- 3'-0 1/2'� RWCHIOP{ �3'-4 I/2'� �g 3-8 FR .h 4' 0' FRAME SIZE II` 3'-0' FRAME SIZE 3'�4' 3016 I I 3418 I 1 36110 4020 ROUGHROUGH OPG. FRAMEOPGSIZE �4'-B ROUGH1/2'� FRAME SIZE �S 5' 0'2� FRAME SIZE �5 54 4 2•� FRAME SIZE 4'-B 4824 5026 542E ROUGH OPG. 6-0 I(2 ROUGH OPGSIZE 6'6' 2 ROUGH OPG.FRAME SIZE �6 68-8 2•� FRAME SIZE � 6'-D' •� FRAME SIZE 6'-2' 6030 6231 6834 RW41 oPG. �Y-0 I/2'� NOTE: Additional custom sizes are available.Please contact your EAGLE FRAME SIZE 7'-G' Representative for more information. Use structural mullion reinforcements when necessary or required by code. e For a metric equivalent In millimeters,multiply dimensions in inches by 25.4. 7036 Modem Divided Lights®,Classic Divided Lights,between-the-glass muntins and removable wood grilles are available.Please contact your EAGLE Representative for pattern information. C05.004.00 AD1292 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Clad Awning -6-1" � Installation Details Scale 3" = 1' 0" b" MfuC 461V 0 #Frame Construction 1/2" Sheathing, 1/2" Drywall, 4 9/16" Wall I - Head Lvk�V i I Jamb Sill CO2.027.00 AD1135 3/02 EAGLE Window and Door,Inc,reserves the right to change specifications without notice. Clad Inswing French Door Elevations 8' - 0" Units Scale 1/4" = 1' 0" 2 41 rye LEI 6j4Ts � Sidelites WP VN lTc; , NO Y»(1LJ)0NS. FRAME 4ZE� 2'-01/2' 2'-61/2' 2'zB 1/2- Y-O I/2- T i m m 2000 S 2680 S 2880 S 3080 S p VN rT Single Doors w V»UI,UoNS FRAME SZE 2'-0 I/2' — 2-Z61/2' 2'Z81/2- S-O I/2- F x lx � i m --- W L bV a 2080 L/R 2680 L/R NOTE: Additional custom sizes are available. Please contact your EAGLE Repr w� Use structural mullion reinforcements when necessary or required by code. /,�(L �0 t 7 For a metric equivalent in millimeters,multiply dimensions in inches by 25.4. l/ "Traditional Style"Modern Divided Lights®,Classic Divided Lights,between-the d grille patterns are illustrated in the sidelite elevation drawings. Please contact your V See page 47 for handing illustrations. C10.014.00 AD1627 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Clad Inswing French Door - 5Tw - Installation Details Scale 3" = 1' 0" 2 X 6 Frame Construction 1/2" Sheathing, 1/2" Drywall, 6 9/16" Wall � Head 7BY MEeS / -- Jamb 1 Sill TIN C10.044.00 AD1684 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Clad Inswing French Door - -r�n r-La -- Installation Details Scale 3" = 1' 0" Brick Veneer / 2 X 6 Frame Construction 1/2" Sheathing, 1/2" Drywall, 6 9/16" Wall 2\� IV V u. Head LA j r , Jamb l Sill 0111 Y M M C10.045.00 AD1685 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Performance Data Table of Contents EAGLE W013UM•DOORS TABLEOF CONTENTS ..................................................................................................................................................Ix GLASS PERFORMANCE DATA- ENERGY TERMINOLOGY ........................................................................................x GLASS PERFORMANCE DATA- OPTICAL PROPERTIES AND PERFORMANCE OF INSULATING GLASS............A GLASS PERFORMANCE DATA- ENERGY SAVINGS..................................................................................................xii GLASS PERFORMANCE DATA- PHYSICAL PROPERTIES AND AVAILABILITY OF INSULATING GLASS ............xiii EAGLE WINDOW AND DOOR PERFORMANCE DATA ..............................................................................................xiv EAGLE WINDOW AND DOOR LIMITED WARRANTY ................................................................................................xvli ix 3102 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Glass Performance Data Energy Terminology U-Value—The heat flow rate through a given construction expressed in Btu/hr/fRIF difference between indoor and outdoor temperatures.The lower the U-Value,the less heat is transmitted through the glazing material.Winter nighttime U-Values are calculated for outside air temperature at 0`F,indoor 70°F,outside air velocity at 15 mph,and a solar intensity of 0 Btu/hr/ft2. R•Value—Thermal resistance of a glazing system expressed in Heitz•°F/Btu. It is the reciprocal of U-Value.The higher the R-Value,the less heat is transmitted through the glazing material. Shading Coefficient—The ratio of solar heat gain through a window to the solar heat gain through a single light of(3mm) 1/8"clear glass under the same set of conditions.Dimensionless and varying between 0 and 1,the smaller the number,the tatter the window is at stopping the entry of solar heat. Solar Heat Gain Coefficient—The fraction of incident solar radiation which enters a building as heat. It is based on the sum of the solar energy transmittance+the inwardly flowing fraction of absorbed solar energy on all Iftes of the glazing.Dimensionless and varying between 0 and 1, the smaller the number,the better the glazing is at preventing solar gain. Preferred over the shading coefficient since it can be used for solar incidence angles other than normal to the glass surface. Relative Heat Gain—The total amount of heat gain through a glazing system at NFRC/ASHRAE specfied summer conditions, incorporating the U-value and the Solar Heat Gain Coefficient.The conditions are 230 Btu/hr/ft2,outdoor temperature of 89°F,Indoor temperature of 75`F,and 7.5 mph wind. Visible Light Transmission—In the visible spectrum (380 to 720 nanometers),the percentage of light that is transmitted through the glass relative to the C.I.E.observer. Visible Light Reflectance—In the visible spectrum the percentage of light that is reflected from the glass surface(s). Solar Energy Transmittance—In the solar spectrum(300 to 2500 nanometers)the percentage of ultraviolet,visible and near Infrared erergy that is transmitted through the glass. Solar Energy Reflectance—in the solar spectrum,the percentage of solar energy that is reflected from the glass surface(s). Benefits of EAGLE Maximizer Plus®insulating glass with argon gas filling: •Winter U-Values equivalent to quadruple glazing. (U=0.25, R=4.0) •High Visible Light Transmittance. ! •Low Outdoor and Indoor Visible Light Reflectance. •Reduces Relative Heat Gain. •Handles and glazes like a standard non-coated insulating glass unit. •Allows use of natural daylighting techniques due to high visible light transmission. •Reduces Ultraviolet Light Transmission. •May not require the use of heat treated glasses to reduce the possibility of thermal breakage. • Raises Comfort Levels. Energy Diagram—The energy from the sun(Short Wave Radiation)is transmitted through the insulating glass unit to the building's interior.After being absorbed by the carpeting,draperies,furniture,walls,etc., the radiation becomes long wave infra-ed radiation.Heat energy from Iignts, heating registers,office equipment,etc.,is also long wave infrared radiation.When the long wave infrarad energy tries to escape through the glass,the coating reflects a significant amount of this energy back into the room with a resultant lower winter U-Value. Energy Diagram Winter Nighttime Performance Summer Daytime Performance x H ' L;o°�y{ !�'T3{: X X gy L z h j sue. F. Xfldln` { X 1g Wf x I s y ` X X A x � x i. 4 x 'bean ,i x � � X x T� X X 5 ! x i x e X--� x i x 14 »� U-Values are calculated using a 90%argon fill level. X 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Glass Performance Data Optical Properties & Performance of Insulating Glass Visible Reflectance Solar Enemy % Center Relative Visible Glass Soler Relative Inside Humidity Nr Overall LIphl winter Heel Heal Surface when Glass voe Th'iass Spam Thickness wtness uncchesl (Incres) Trans Cut % Trams;%. Per.%� Bturnr4t2 1 Coefficient Coefficient BlwhrM2 e WF Acoeers I Clear I 3642" I 7/16' I SB' I 0 I 15 15 I 76 13 1 0.50 1 0.91 1 0.79 191 1 45 40 I Clear I I We' I W I 82 I 15 15 73 13 I 0.61 I 0.90 I 0.77 I 187 I old 39 I I Clear I inr I 112" I 3/4" 82 I 15 15 73 13 I 0.49 I 0.90 I 0.77 I 167 I 45 I 41 I I Clear I SW I 7/18" ( 3/4" e2 I 15 15 I 69 12 I O.50 I 0.87 I 0.75 I 181 I 45 I 41 I I Clear I 3718' I 3/8" i 3/4" 81 I 15 I 15 I 67 12 I 0.51 I 0.85 0.73 I 178 I 45 40 I I Clear I 1/4" 1f4" I 314" 80 I 14 I 14 I 62 11 I 0.56 0.82 0.71 173 I 42 I 37 I Clear I 1l8" 3/4' 1" 82 I 15 I 15 I- 67 12 0.49 I 0.90 I 0.77 I 187 I 45 i 41 I I Clear 5/32" 11/16" 1" 82 I 14 I /4 64 11 0.49 0.87 I 0.75 181 I 46 I 41 I I Clear 3/16, sw 1' B1 I 15 I /5 67 I 12 0.49 0.85 I 0.73 178 46 I 42 I Clear 114" 112" 1' SO 14 I 14 62 I 11 0.48 0.82 I 0.71 172 46 I 42 I I I I 1 I I I I I Max.Plus 3/82' 7116" 5B' I 73 I 11 I 12 39 I 37 I 0.24 I 0.48 I 0.41 I 99 I 5B 64 I Max Plus tl8' 3/B" SW I 72 I 11 I 12 37 I 36 0.25 I 0.47 I OAT I 99 I 57 63 I Max.plus 1/6' 1/ 3/4" I 72 I it I 12 37 I 36 I 0.24 I 0.47 0.41 I 97 I 57 64 i I Max.Pus I 5r32" I 7/16' I 3f4' I 72 I 11 12 I 37 I 38 I 0.24 I O. I OAT I 9B i 67 I 64 I I Max.Plus 3/16' I 3/8" I 3I4" I 71 I 11 I 12 I 36 I 32 I 026 I 0.46 0.40 I 96 57 I 63 I Max Plus 1/4" I 1/4" I 3/4' I 70 I 11 111 12 35 I 30 I 0.32 I 0.46 0.40 I 97 I 53 55 Max.Plus 1/9, I 3/4' I 1' I 72 I 11 12 38 I 36 0.25 I 0.47 0.40 I 97 I 57 I 63 I Max.Plus I 5132' I 11116" I 1" I 72 I 11 12 I 37 3B 0.25 I 0.47 I OAT 98 I 67 I 63 I Max.Pus I 3/16" I W I 1' I 71 I 11 12 I 36 32 0.25 I 0.46 I 0.40 95 I 57 I 64 I I Max.Pus I 114" I 1/2' I V* I 70 I 11 12 I 35 30 0.24 I OA5 I 0.39 94 I 57 I 64 I I I I I I I I I I I I I I Bronze I 10 I 3/8" I SIB" I 82 I 10 I 13 I 56. I 9 I 0.52 I 0.74 i 0.63 I 155 44 I 40 I Bronze I i/6 I 10 I 3/4" I 62 I 10 I 13 I 56 I 9 I 0.19 0.73 I 0.62 I 153 45 I 41 I Bronze' I 5132" I 79 6" 1 3/4" I 57 1 /0 1 13 50 9 I 0.50 0,68 I 0.59 I 145 45 I 41 1 Boons' I 3/16' 3/8" I 314" 53 9 I /3 47 I 8 0.51 I 0.65 I 0.56 I 138 45 I 40 I Bronze I 1/4' 114" 3r4" 49 I 9 I /3 42 I 8 0.56 0.60 i 0.52 I 130 42 I 36 I I Bronze I 1/8" 314" 1" 62 10 I 13 56 I 9 0.49 0.72 I 0.62 I 153 45 I 41 I I Bronze' I 5/32 filter' 1" 57 I 10 I 13 50 9 I 0.49 I 0.68 I 0.59 I 144 46 I 41 I Bronze' I a/16" 5+t1" 1. 53 9 I 13 47 I 8 OA9 I 0.64 I 0.55 I 136 46 I 42 I Bronze I TIC I1 1" 49 9 I 13 42 I 8 I 0.49 I 0.60 0.51 I 127 46 42 I I I I I I I I I &T 1/8' 318" 5V 53 I 9 I 10 28 1 24 I 0.25 I 0.45 0.39 I 94 57 63 I B Pus 1/8' 12" 314" 53 I 9 I 10 Be I 24 I 0.24 I 0.45 0,38 I 93 67 64 BWax Plus' 5r32' 7/16" 314" 50 I 9 I 10 I 26 I 21 I 0.24 I 0.42 0.36 I 87 57 64 2d 34 84 10 BnurJu Plus's' 3/16' 14- der 8 I I I I 19 I 0.26 I 0.40 0. 57 63 P 3/B" B Plus Plus 1/4" 1/4" 3/4" 42 I 8 10 21 16 0.32 0.38 0.32 80 53 55 B Pusx i/6' 314" 1" 53 I 9 10 28 24 0.25 I OAS 0.38 92 57 63 B Px us' 5/32' 11/16' t' 50 I 9 10 I 26 I 22 0.25 I 0.42 036 86 57 63 Bra max. 3116" 518' 1' 46 I 8 10 24 I 19 0.25 I 0.40 0.34 62 57 64 BrPax lus I 1/4" 11T 1' 42 I 8 t0 I 21 ( 16 0.24 I 0.36 I 0.31 76 57 64 Note: Calculated using LBL Window 4.1 computer program. 'Estimated values for optical properties. Maximizer Plus®is EAGLE terminology for"Low-E"insulating glass. All Maximizer Plus®insulating glass is filled with Argon Gas. Inside Glass Temp.=Temperatures shown reflect those in the center portion of the unit.Depending on framing system,temperatures at periphery of the unit may be lower. %Relative Humidity is based on standard winter ASHRAE conditions,70°Indoor temperature,15 mph wind and a solar intensity of 0 Btu/hr/ft2. It is the maximum indoor relative humidity before condensation starts to appear,based on writer glass temperature. Xi 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Glass Performance Data Energy Savings The following chart shows the annual energy savings in dollars using EAGLE Clear or Maximizer Plus8 Insulating Glass.The analysis is based on the Department of Energy (DOE) Energy Use Computer Program and shows that EAGLE window and door products are beneficial in reducing yearly energy costs compared with clear single pane, aluminum windows and doors.As the table illustrates, energy savings result in both cold and mild climates. Annual Energy Savings when using EAGLE Windows in place of aluminum windows with single pane clear glass. 2-Pane Clear EAGLE Maximizer Plus with Cities Insulating Glass Argon Gas Filling Cool Heat Total Cool Heat Total Atlanta,Georgia $72.00 $102.00 $174.00 $156.00 $108.00 $264.00 Boston,Massachusetts $30.00 $213.00 $243.00 $66.00 $225.00 $291.00 Denver,Colorado $57.00 $234.00 $291.00 $114.00 $186.00 $300.00 Lake Charles,Louisiana $114.00 I $63.00 I$177.00 $234.00 $66.00 I$300.00 Madison,Wisconsin I $42.00 I$240.00 I$284.06 $B7.00 I$264.00 I$356.00 I Miami,Florida I$165.00 I $6.00 I$171.00 $327.00 I $9.00 I$336.00 I Phoenix,Arizona I$25B.00 I $45.00 I$303.00 I$447.00 I $51.00 I$498.00 I Seattle,Washington $16.00 I$177.00 I$195.00 I $33 00 I$198.00 f$231.00 Washington,D.C. $60.00 I$159.00 I$219.00 I$126.00 I$168.00 I$294.00 Los Angeles,California $87.00 I $93.00 I$180.00 I$162.00 I$105.00 I$267.00 Notes: 1. Analysis is based on DOE-2.1E Building Energy Use Computer Program. 2 300 square feet of window area(75 square feet on each elevation). 3. Analysis assumes a ranch style house with slab floor,frame wall and average efficiency on central air conditioner and gas furnace,with an average internal load. 4. Overall window performance calculated using LBL Window 4.0 with residential size wood frame window,aluminum spacer,3.0 mm glass,.50"gap width. 5. Natural Gas Heat at$.641ttherm. 6. Electric cost at$0.095/kwh. 7. Analysis based on indoor baseline temperature conditions of-winter 701 F-summer 78°F. 8. For glass comparison purposes,the air infiltradon Is assumed to be zero. 9. No external or internal shading is assumed. 10. Savings are approximate and can be affected by individual life styles. A 3/pp EAGLE Window and Door,Inc.reserves the right to change specifications without notce. Glass Performance Data Physical Properties & Availability of Insulating Glass Physical Properties of EAGLE Insulating Glass Glass Approximate Overall Length and Maximum Thickness Weight#/Ft. Thickness Width Size Sq. Ft. 'Sightiines Tolerance Tolerance 3/32"-3132" 2.4 I ±i/32" ±1116" 10 3/8"±1/16" m 2.2 mm-2.2 m 1/8"- 1/8" 3.2 ±1/32" ±1/16" 15 3/8"±1/16" 3.0 mm-3.0 mm 5/32"-5/32" 4.2 I ±1132" ±1/16" 24 1/2"±1/16" 4.0 mm-4.0 mm 3/16"-3/16" 50 ±1132" I ±1/16" 33 1/2"±1/16" m 5.0mm-5.0m 1/4"- 1/4" 65 ±1/32" I ±1/16" 40 1/2"±1/16" 6.0 mm-6-0 mm Note: Maximum size based on mee'ing typical windload and thermal stress conditions. 'Sightline tolerances may vary for insulating glass units with acute angles. Product Availability —The following products are available from EAGLE. Glass Products Thickness Annealed Heat Tempered Strengthened Clear or EAGLE Maximizer Plus 3,32-3/32 x 2.2-2.2 mm x n/a Clear or EAGLE Maximizer Plus 1/8- 1/8 x x x 3.0-3.0 mm Clear or EAGLE Maximizer Plus 5/32-5132 x x x 4.0-4.0 mm Clear or EAGLE Maximizer Plus 3:16-3/16 x x x 5.0-5.0 mm Clear or EAGLE Maximizer Plus 1/4-1/4 x x x 6.0-6.0 mm Note: 1. Heat strengthened glass can be supplied with one or both lites heat strengthened. 2.Tempered glass only to be supplied to meet safety glazing requirements or where it is required to meet building codes. xiii 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. EAGLE Window & Door WDMA Window Performance Data Certification EAGLE AAMA/NWWDA WDMA I I and Compliance Call 101/I.S.2-97 Performance Testing Hallmark Clad Products Size Rating Air Water Structural Certified All EAGLE windows Casement-Fixed 3050 F-C45(36 x 60j' P @ 6.24 DP80 DP47 X I comply with Casement-Fixed— 6060 F-C45(72 x 7 ) P @ 6.24 DP80 DP47 X AAMA/NW WDA Industry I Casement-Fixed 2860 F-C45(32 x 72) P @ 6.24 DP80 DP47 X Standards I.S.2-97. Casement-Vent 2660 C-C45(30 x 72) P @ 6.24 DP47 DP47 X ' Unit smaller than Casement-Vent I 2a56 C-050 32 x 66 I P @ 6.24 DP60 DP47 X "Gateway"test size. I Casement-Vent I 3050 C-R60(36 x 60) 1 P @ 6.24 DP60 DP47 X I Casement-Vent" I 3050 C-R60(36 x 60) 1 P @ 6.24 DP60 DP60 X Must ordered as Casement-Vent w/piano hinge" I 3060 na P @ 6.24 DP60 I DP60 — option—Requires I Awnipg-Vent � 4040 I AP-045(48 x 48) P @ 6.24 I DP67 I DP47 I X change in glass I Double- Tung-Fixed 5066 i F-C40(60 x 78) P @ 6.24 I DP40 I DP40 X thickness. I Double-Hung Vent 3866 1 H-LC40(44 x 78) P@ 6.24 I DP40 J DP40 X Double-Hung Vent 3060 I H-LC45(36 x 72)' P @ 6.24 I DP47 DP47 I X Must be ordered as Double-Hu9e Vent I 3470 I H-LC40 40 X 84) I P@ 6.24 I DP40 DP40 I X I a high-performance Ratlius Single-Hung-Vent 1 3866 I H-LC40(44 x 78) I P @ 6.24 I DP40 DP40 X I option r Requires I Monumental Single-Hung-Vent I 5090 I H-C30(60 x 108) I P @ 1.57 DP30 I DP30 I _-- I Structural Clips. Monumental Single-Hung-Vent 140100 I H-C30(48 x 120) I P @ 1.57 DP30 I DP30 --- I I Slide-By Vent I 6050 HS-C30(72 x 60) I P@ 1.57 I DP30 I DP30 I X I Auxiliary-Fixed I 5080 F-C45(60 x 96) I P@ 6.24 I DP80 I DP47 I X Auxili -Fixed" 5080 F-C75(60 x 961 P@ 6.24 DP80 1 DP75 I X I T�ic]ryl 14-¢ d1r 1;.,n(1 1 'V r 1 `. PC+O' I WDMA ratings for windows and doors are tested under the"Design Pressure Ratings"system.Windows and Doors are rated using the design pressures(DP),with base performance levels of 15,20,25, 30,35 and 40.Opflonal design pressure levels of 45,50,55,60,65, 70,75 and 80 are also used.Design Pressure requirements are a minimum and do not prevent you from choosing a higher level of performance in one of the other parameters.The testing criteria described below is intended to be a brief description of the three main test criteria.Units that comply with the I.S.2-97 specification are required to pass additional test criteria depending on the type of unit. Testing Criteria: Air Infiltration Test: With the unit closed and locked,it should be subjected to an air infiltration test in accordance with ASTM E 283. Products shall be rated on a pass/fail basis in according to the performance levels stipulated in table 2.1 of AAMA/NW WDA 101 I.S.2-97. Water Resistance Test: With the unit closed and locked,units shall be subjected to a water resistance test in accordance with ASTM E 547.Units shall be tested for four cycles,each cycle consisting of rive minutes with pressure applied, and one minute with pressure released during which the water spray is continuously applied. HC windows and doors shall be tested for water resistance in accordance with both ASTM E 547(four cycles) and ASTM E 331.AW windows and doors shall be tested for water resistance in accordance with ASTM E 331.There shall be no leakage as defined In the appropriate test method at the specified test pressure. Uniform Structural Load Test: A minimum uniform structural test pressure as specified shall be applied to the unit in both the positive and negative direction. Each maximum pressure shall be stabilized and maintained for a period of 10 seconds.Tests shall be conducted in accordance with ASTM E 330.The unit shall be evaluated after each load and there shall be no glass breakage,permanent damage to fasteners,hardware parts,support arms or actuating mechanisms or any other damage which causes the window or door to be inoperable.There shall be no permanent damage to any main frame, j sash or panel member in excess of 0.4%of its span for R,LC,C and HC class products or 0.2/,of Its span for AW class products.All AW class ' products and HC hung windows are also subject to the Uniform Load Deflection Test. AV 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. EAGLE Window & Door WDMA Door Performance Data 1 EAGLE AAMA/NWWDA WDMA Call 101/I.S.2-97 I Performance Testing Hallmark Clad Products Size Rating Air Water I Structural Certified 1 Sliding Patio Door-Vent 8080 SGD-LC25(96 x 9 P @ 6.24 DP50 DP25 X I Bi-Parting Slidln9 Patio Door 16080 SGD-LC25(192 x 9 P @ 6.24 DP30 I DP25 I X I French Sliding Door-Vent 8080 SGD-C35(96 x 97) P @ 6.24 DP50 I DP35 I X French Slldinp Door-Vent 6080 SGD-R47(72 x 97) P @ 6.24 DP47 DP47 I X I Inswing Frenc Door-Single 3080 HGD-LC45(36 x 96) P @ 6.24 DP40 I DP45 1 -- I Inswing French Door-Double 6080 HGD-R15(72 x 96) P @ 6.24 DP15 1 DP35 1 I Outwing French Door-Sidelite 3080 I HGD-LC80(36 x 95) P @ 6.24 DP80 1 DP80 I X Outswinq French Door-Single 1 3080 I HGD-LC50(36 x 95) P @ 6.24 DP50 I DP60 1 -- Outswing French Door-Slr ple' I 3080 1 HGD-LC60(36 x 9 ) 1 P @ 6.24 I OP60 III DP60 1 X Outswing French Door-Double I 6080 I HGD-LC45(72 x 95). .1 P @ 6.24 I DP50 DP47. I --• Outswin French Door•Double' I 6080 ( HGD-LC60(72 z 95 I P @ 6.24 I DP60 DP60 I X IMM I� GD-LC45 (72 x 9 } "P i 24 ��4/ Certification and Compliance All EAGLE doors comply with AAMAMW WDA Industry Standards I.S.2-97. • Requires High-Performance Sill Upgrade • Tested in accordance to NWWDA I.S.8-88 Note: No ratings are available for doors with Handicap sills at this time. I NWWDA I.S.2-97 Design Pressure Ratings DP15 DP20 DP25 DP30 DP35 DP40 I Design Pressure (psf) 15 20 25 30 35 40 1 Structural Test Pressure lost) 22.5 3D 37.5 45 52.5 60 Water Infiltration(psf) 2.86 3.00 3.75 4.50 5.25 6.00 1 I Air Infiltration at 1.- psf(cfm/ft2) .37 .37 .25 .25 .25 .15 1 I Operating Force(Ib) 25. 25 30 30 30 35 1 DADE COUNTY PRODUCT CONTROL APPROVED Dade County Product Control Approved Size Tested Dade Co.# Comments Design Pressure Approval Date Clad Auxiliary-rectangle and radius 8-0 x 5-0 99.0913.02 (Heat Strengthened) +601-65 1-14-00. Clad Auxiliary-rectaVe and radius 3-4 x 6-4 99-0913.02 (Annealed) +60/-65 4-19-01 I Clad Casement-Vent/Fixed/Rect/Radius 3-0 x 6-0 99-0913.01 3-lock +60/-65 6-02-00 1 Clad Casement-Vent/Fixed/Rect/Radius 3-0 x 5-0 99-0913.01 2-lock +60/-65 6-02-00 1 Clad Awning-Vent 4-0 x 3-0 99-0913.03 +60/-65 3-17-00 I Clad French Door-Outswin�Double 6-0 x 8-0 99-0913.04 +60/-56 10.12-00 I Clad French Door-Outswing Double 6-0 x 8-0 99-0913.04 +footbolt +60/-65 10-12-00 I Clad French Door-Outswinq Single 3-0 x 8-0 99-0913.04 +60/-65. 10-1 mo 1 1 Clad French Door-Outswing Sidelite 3-0 x 8-0 99-0913.04 +60/-65 10-12-00 1 EAGLE has subjected its units to Dade County's Impact Resistant testing and has been approved on the units noted above.For more information, contact your EAGLE Representative. xy 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. EAGLE Window & Door NFRC Performance Data NFRC Ratings:The NFRC rating provides a fair, NFRC Thermal Performance Testing' accurate and easily understandable description of Unit"U" a window or door's thermal performance.All testing Value is done by NFRC-accredRed laboratories and the with Solar Heat results are sent to the inspection agency for Max. Gain Visible Light evaluation.Lab accreditation Includes annual Product Type NFRC Size Pius IG Coefficient Transmission inspections and competence testing.The value represents the thermal transmittance for the entire I Clad Products 1 product,incliding the center of glass,edge of glass, Casement-Van: Res. .37 .30 .47 1 and frame performance data.The lower the U-value, Under 10 s�QQ ft. Non-res. .35 .31 .50 I the less thernal transfer takes place. Casement-Ven: Res. .38 .30 .47 I Over 10 ft. Non-res. .36 .31 .50 1 Casement-Fixed Res. .33 .34 .55 I Notes: Under 10 I ft. Non-res. .32 .34 .56 NFRC testing was performed using NRFC 100 Casement Ilixed I Res. .34 .34 .55 Procedure fcr Determining Fenestration Products Over 10 sq.ft. Non-res. .33 .34 .56 Thermal Prooerbes. - Res. .37 1 .30 .47 Awning Non-res. 1 .35 1 .32 .50 Resideitial sizes indicate average smaller-sized Double-Hung Res. I .34 1 .31 .49 products. Under 10 ft. Non-res. I .32 1 .32 .52 Non-residential sizes indicate average larger-sized Mcnumental Sine-Hu-ig Res. I .35 1 .31 I .49 1 products. Over 10 sg.ft. I Non-res. 1 .33 1 .32 I .52 1 Double-1 ung I Res. 1 .33 1 .32 1 .52 1 All unit es are based off units using Low-E Fixed I Non-res, t .31 1 .32 1 ,53 (.041)argongon filled with no muntins or MDL bars. Res. I .36 1 .31 .50 Improved performance enhancements are available Slide-By I Non-res. 1 .34 1 .32 .53 on selected products.Contact you EAGLE I Res. I .29 _1 .36 .61 1 Representative for more information. Circle-Tq� I Non-res. .28 I .35 .60 1 Direct Se I Res. .29 I .36 1 .61 1 For more information about the NFRC,you can write Auxiliary Frame I Non-res. .28 I .35 I .60 1 to them at:NFRC,962 Wayne Avenue,Suite 750, I Res. I .33 I .34 1 .56 1 Silver Springs, MD 20910,or call(301)589-NFRC. Sliding Patio Doo• I Non-res. 1 .32 1 .34 1 .55 1 1 French Sliding I Res. I .33 1 .30 1 .47 1 Door I Non-res. I .33 1 .30 1 •46 1 Inswing French I Res. I .33 1 .26 1 .40 1 Door I Non-res. I .33 1 26 1 .41 1 Outswing French I Res. I .38. . 1 .27 1 .41 1 Door I Non-res. I .38 .27 42 1 MKIM I z - � a 4V 10�mwoffl= 6 fd ,: ZY 40 Xvi 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. EAGLE Window & Door 20/10 Limited Warranty INSULATED GLASS EAGLE WINDOW&DOOR, INC.,as manufacturer,warrants all insulated glass(including Decorelle 100 and 150) z1r delivered to the original consumer by EAGLE WINDOW& DOOR, INC.,or its authorized dealers against,(1)failure 112, of the air seal for a twenty(20)year period from the date of manufacture—decorative glass(Decorelle 250—700) - for ten(10)years from date of manufacture, (2)this failure due to stress crack or thermal shock cracking for a period of two(2)years from date of manufacture.This Warranty does not include cracked or broken glass or damage to the product resulting from accident, abusive handling or misuse,nor does It include glass panes broken from the exterior. Films,coatings or other appliances applied to the glass on EAGLE products will immediately void the Warranty.Should there be such failure of the air seal within the Limited Warranty period, EAGLE WINDOW& DOOR, INC., shall provide either a replacement piece of insulated glass or a sash glazed with insulated glass,at their discretion,delivered to the original point of purchase.The consumer will be responsible for installation and za f "' w tt, n replacement of the glass.EAGLE WINDOW& DOOR, INC.,will not be responsible for repainting,refinishing,or ,_,� `� y similar activities involved in the installation and replacement of glass. WOOD ITEMS EAGLE WINDOW& DOOR, INC.,warrants to the original consumer the quality of workmanship and materials of wood items to be free from defects which might render the product unserviceable.We suggest inspection of all products upon arrival and before installation and finishing. Texture and color variations do not constitute defects in wood items.To comply with this Limited Warranty,It is the consumer's responsibility to properly care for and protect all wood items against moisture,excessive dryness,etc.,and to see that all surfaces,interior and exterior,top and bottom of wood items,are thoroughly painted,varnished,or sealed immediately by accepted field finishing standards.EAGLE WINDOW&DOOR, INC.,will,without charge,replace or repair any products which may be defective and will do so in the same state as originally furnished.The company will not accept responsibility for repainting, refinishing,or any other necessary work to complete the replacement or repair of the product. We do ask for prompt and immediate notification of any items deemed unsatisfactory. Under no circumstances will EAGLE WINDOW& DOOR, INC.,warrant the wood items of the product beyond a ten(10)year period which commences from the date of manufacture. EAGLE WINDOW& DOOR, INC.,may defer remedying any Wood Defect for a period of one(1)full year from date of the company's receipt of claim.This one(1)year grace period may be used because window and door products quite often stabilize themselves and return to their original plane as they adjust to various conditions. HARDWARE,WEATHER-STRIPPING,SCREENS, ETC. These products are generally manufactured by others and provided to us as raw products to incorporate into our product We will, however, provide a Limited Warranty to the original consumer against defects for a ten(10)year period from the date of manufacture(except polished brass finished hardware).Within that time period we will provide replacement hardware,weather-stripping,blinds and screens at no cost to the original consumer.The company will not,however,be responsible for installation or any refinishing work associated with replacement of the items deemed defective. Dealers should note the company will invoice at regular price for replacement material,and in turn issue credit when defective material has been returned for inspection and approval.Weathering of hardware finishes may vary and is not considered a defect.Note:Screens are designated for insect control and not for restraining consumers from potential falls from windows or doors. EXTERIOR PAINTED ALUMINUM SURFACES Subject to the conditions described below,EAGLE WINDOW& DOOR, INC.,shall warrant the paint performance on its aluminum cladding for its standard colors for a period of twenty(20)years from the date of manufacture to the original consumer.Custom colors will be warranted for paint performance for a period of twenty(20)years(only if finishes are Vitrasil or Kynar)from the date of manufacture to the original consumer. Within these time periods EAGLE WINDOW& DOOR, INC.,warrants that the film will not crack,check,peel,flake, blister,or lose adhesion when exposed to normal atmospheric conditions.The paint performance will vary based on installation in heavy salt spray environments,elevation, orientation,attitude,and other atmospheric conditions.Normal,regular maintenance of the product is recommended to maintain the appearance and extend the finish life on clad units.Units subject to the detrimental effects of air pollutants or chemical or caustic washes will not be covered by the terms of this Warranty. In the event that a paint failure should occur, EAGLE WINDOW&DOOR, INC.,reserves the right to determine the best method for taking corrective action. STRUCTURAL PERFORMANCE EAGLE WINDOW& DOOR, INC.,warrants its extruded aluminum cladding for the life of the product,when properly installed in its intended usage and under normal conditions to maintain its structural performance,shape,and profile. DEFECTS NOT COVERED BY WARRANTIES These Warranties do not cover the following defects: 1.With respect to any Wood Defect, a) texture and color variations b)warping unless the"warp"exceeds 1/4"in the plane of an EAGLE window or door Itself and not the relation of an EAGLE window or door to the frame or jamb in which it is hung.The tern,"warp,"means the amount of bow,cup or twist in the window or door panel. When measuring the amount of warp present in an EAGLE window or door panel,place a straight edge,taut wire or string on the suspected concave face of the EAGLE window or door.This action can be performed at any angle(horizontally,vertically or diagonally) while the EAGLE window or door is in its installed position.The measurement of bow,cup or twist must be made at the point of maximum distance between the bottom of the straight edge,taut wire or string and the face of the window or door. xvii 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. EAGLE Window & Door 20/10 Limited Warranty l 2.With respect to any Air Seal Defect of Products of Others,any cracking or other breaking of glass occurring after the purchase. 3.Any defect not primarily and directly caused by the company's design or manufacture,such as defect due to: a)Normal weathering. b) Faulty or improper installation,other installation in non-conformity with industry standards or use of frame,jamb or accessories,which do not properly receive or secure the EAGLE window or door. c)Deterioration,movement or casualty in frame,jamb,wall or building,upon which the EAGLE window or door has been installed. d)Catastrophic weather or act of God,including fire,wind or wind-borne object. e)Vandalism;misuse;physical abuse;intentional act;unreasonable use;accident;negligence(other than negligence in the company's designing or manufacturing of EAGLE windows and doors);atmospheric pollution;acid rain;harmful chemicals;fumes or cleaning compounds;or faulty or improper,or failure to provide reasonable and necessary, maintenance and care against moisture,excessive dryness and other abnormal exposure(including failure to assure that all surfaces,interior and exterior,top and bottom are thoroughly painted,varnished or sealed by accepted field finishing standards). f)Glass pane breakage from the exterior of the insulating glass Lnit, (i.e.,golf balls,birds,etc.). 4.With respect to auxiliary/direct set frame windows and products manufactured by distributors and dealers from components supplied by EAGLE Window and Door,Inc.,EAGLE Window and Door, Inc.,warrants to tie original consumer the materials manufactured by EAGLE Window and Door,Inc., Dubuque, Iowa only.Additional glass,window components,and products sold by EAGLE distributors or dealers(not manufactured by EAGLE Window and Door, Inc.),are not covered under this Warranty. LIMITATION OF LIABILITIES These Warranties are the only express warranties provided by the company.No employee, representative or agent of the company nor any other person has authority to assume or incur on behalf of the company and liability,obligation or responsibility in place of or In addition to these Warranties. IN NO EVENT SHALL THE DURATION OF ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE BE LONGER THAN THE APPLICABLE PERIOD UNDER THIS WARRANTY.SOME STATES DO NOT PERMIT ANY LIMITATION ON THE LENGTH OF AN IMPLIED WARRANTY,AND THEREFORE THE IMMEDIATELY PRECEDING SENTENCE MAY NOTAPPLY. IN NO EVENT SHALL THE COMPANY BE LIABLE OR OBLIGATED FOR CONSEQUENTIAL,INCIDENTAL,SPECIAL,INDIRECT OR PUNITIVE DAMAGES OF ANY KIND.SOME STATES DO NOT ALLOW EXCLUSION OR L MITATION OF INCIDENTAL OR CONSEQUENTIAL DAMAGES,AND THEREFORE SOME OR ALL OF THE IMMEDIATELY PRECEDING SENTENCE MAY NOT APPLY.These Warranties provide specific legal rights,and other rights,which vary from state to state,that may be available. - TRANSFER OF WARRANTIES These Warranties are not transferrable by the original purchaser. CLAIM PROCEDURE It is suggested that each EAGLE window and door be inspected upon receipt of delivery and before installation and finishing.To initiate claim action under these Warranties, the orig nal consumer must contact: Customer Satisfaction Department EAGLE Window and Door,Inc. P.O.Box 1072 Dubuque,Iowa 52004-1072 The company must receive each claim within the applicable Warranty period and also within sixty(60)days after the date the defect is first discovered or reasonably could have been discovered.The claim must contain a brief written description of the following: 1.The original consumer's name,address and telephone number. 2.Description of EAGLE window or door involved in claim. 3.Proof of date of purchase(invoice). 4.Name of dealer from which the EAGLE window or door was purchased(if known). 5.Nature of defect and any further pertinent Information. Subject to the third paragraph under the heading,"Wood Items,"the company will reply within a reasonable period of time after receipt of the claim. For a claim to be honored,the consumer must also provide to he company other information and evidence reasonably required by the company and,If requested,must permit the company's inspection of he EAGLE window or door within a reasonable period of time after the claim is made. If,after investigation,the company determines that the claim Is valid,the remedy will be in accordance with the terms and conditions of these Warranties. The company reserves the right to perform all Warranty work or arrange for another party to perform the Warranty work. The"original consumer"as stated throughout this Warranty is considered the party that owns or is the permanent resident of the building. This does not Include builders unless they occupy the residence for more than one year. The applicable Warranty period will be extended by the period of performance of any Warranty work,but thereafter the remaining original Warranty period will continue in effect and be applicable to the Warranty work performed under the terms and conditions of these Warranties.The company reserves the right to discontinue or modify part or all of any of Its EAGLE windows or doors. If an EAGLE window or door the same as the EAGLE window or door or any part covered by these Warranties is not available at the time of repair or replacement,the company reserves the right to substitute a similar EAGLE window or door or part selected by the company of equivalent value or to refund the original purchase price of the defective EAGLE window or door. xviij 3/02 EAGLE Window and Door,Inc.reserves the right to change specificaficns without notice. Pavillion - Interlock Concrete Products, Inc. pvpgy Paae I of I WI �� {�l✓Giv f E� IN Home I Planters)Crocus Hexagon'Oxford Pavl!/ion (Rectangle'Round)Square)Stackable�Tapered GFRC Furnishings lPavillion Precast Furnishings Planters -i. PI Benches Containers Tables - ' Zt, L� l 13" Bollards Accessories I Colors FAQ Specification Guides Pavers Retaining Walls Dynasty Collection DuraStone Series StairStackers Bullet Edgers Skate Concept Security Barriers Northland Stone Colors Design Installation FAQ Software Specification Guides Request Catalog Company Info Contact Info ©1999-2004 Interlock Concrete Products, Inc. Legal http://www.interlock-concrete.conVprecast/pavillion.php 12/12/2004 PROJECT SUMMARY 289 Derby Street Salem, MA 01970 EXISTING SITE AND BUILDING USES The Project site which is located on Derby Street along the South River is 0.57 acres in size and contains the former Coastal Oil service station. The site contains a 2,000 square foot (sf) single story brick service building; a 200 sf shec building; tow gasoline pumps with taxi cab service and an automobile/truck storage area in the rear of the property. PROPOSED BUILDING/USES The proposed development includes a six story building with 38 units of housing; 2,200 sf of commercial space fronting on Derby Street and 2,660 sf of currently un-programmed facilities of public accommodation facing the South River. 57 parking spaces will be provided on the first floor and below grade. Public access and open space improvements including a Harborwalk and plaza along the South River and a pedestrian path from Derby Street connecting to the Harborwalk along the South River. ,e Salem ® Redevelopment Authority MEMORANDUM TO: Members of the Salem Redevelopment Authority FROM: Tania Hartford, Economic Development Planner'W SUBJECT: 289 Derby Street- Final Design Review, DRB Recommendation DATE: January 10, 2005 Attached are the Final Design Plans for the construction of a mined-use building at 289 Derby Street. The Design Review Board did an extensive review of the project since you last saw it and they are recommending approval of the project with conditions. I will have a formal DRB recommendation with these conditions at the meeting on Wednesday,January 12, 2005. Please feel free to contact me at (978) 745-9595 x3ll should you have any questions or concerns regarding this matter. 120 Washington Street • Salem, Massachusetts 01970 • (978) 745-9595, Ext 311 • Fax (978) 740-0404 i ♦ I r l + i y l � i i 0 — o (D P===z c .. Z Q V N O O A o PROPOSED CONDOMINIUMS for: . Martins C. a 289 DERBY STREET n On 1pn. r n pul bla.B ..I uml.n.....l SALEi'1, YASSACHUSETTS 01910 • S Bl Dar ylvan MA O a T 9TBT' , A 01923 923 o T. B—TTT—BOB4 W wwwmaWcgpYJ.aNm � w CA7o �- N O) g OD Ln Z-G) v (4 m 0 . co 1 n f(D 00 m "_ CD M e g 7 o� L4O (j1 C 1 3 CD OD �a � i - n g N v n I N 0D (A u u � ® o W 3 � N � u u u N Lnn (A fi 1 0 N 0) N O) 4 N 0 4 L coo ~ L T� y 00 v p Cn W N n Martins PROPOSED =ONDOMINIUMS for: GARAGE EVE_ PLAN �q Owp+•Con e mmmn 289 DERBY STREET s ~+ e� Rial EOele OSWImeni -__ _ -.._---c _ ,. °:Oe c 130 Sylvan Sir..1 ..n.a nOV=_MB ER i' 0004 H� ij D.--. MA 01B 3 + T: 978-177-9OB4 - W:—.Nucurou4acwn 1 � 3 91 L� D CA J- - Ln ° TA, t Ul otJt 1'24 \, v `\ I O % a n IN, r a Yl IX X ' FROFCSEG 07NCOMINIUMB for: ='RZT FLOOR a—AN ti Martrns 289 DERBY STREET h, p•. n:Ong / Gr( 7nn• fn: b'. =r, r:'.bS:•.G�.EG iS (J"I:J aye-,•..-o:w., 1 1 l 1 ' 1 JERI t� kill ' I M�m -� i O -- -- O 27 :. rD rD rD it I � ► J � f J V N A o PROPOSED CONDOMINIUMS io,: s ° Martins 289 DERBY STREET Oulpn°Conniucllpn m Xppl EIIpU Dprplppmpnl z SALEri, hA55ACHU5E7T5 01910 c lao om M shed ; O n T&976, MA 11 23 134 e T B18-1'!1-8084 i W mmv6�mpvwmn ramp up 1 utnrties storage ❑ 2 a J IL ILI 14 13 12 11 j 3 w _I 15 m 32 o 33 �� 5 20 19 18 17 16 it ° [] C] [7 34 j 1 31 30 29 28 127 26 2 24 23 22 21 7 35 II II 1� c� �� 8 W I d) W 36 :3 F z (D 7 9 o f I10 IIII 38 - ILI o C) Lobby U tt Cr 41 42 43 45 46 47 48 49 � °D compact compact compact compact d 39 40 ry I elev. equip. — rn 5^ a ail rY o a N'm n 0'm " m013 Garage Level Plan Al , 1/16.1 - ._0" I � J II 3 C} y C} n K 1 � � I 1 ILA Cn . N a 117 c � C71 0t,,n 3Ut 1 � o _ 3 a cr t i R i� K X e S y ; Martins 12ROP05E0 CONCOMINIUM5 for. F'RbT FLOOR a-- AN :1F .,q•�:a•r•u:Gsn 289 DERBY STREET �� °.b b:.M]rnae•+: s��_tr. r:.Se%•::-Lbt �S U=:U _,e.. .- ,: �; IJJ Jylw- Slim N Jsrvnn NA JIf1^3 ,•, „ , , Ji:wanNnomfaw<. ,e Salem ® Redevelopment Authority MEMORANDUM TO: Members of the Design Review Board FROM: Tania Hartford, Economic Development Planne4X SUBJECT: 289 Derby Street (Former Coastal Gas Station) DATE: April 22, 2005 Enclosed are the final construction plans for the development at 289 Derby Street. The DRB required review and approval of these plans prior to a building permit being issued (see attached SRA Decision). The development team will be at the meeting on April 27 to discuss the plans with you. Please feel free to contact me at 978/745-9595 x311 or Thartfordaa-salem.com should you have any questions prior to the meeting. Enclosures 120 Washington Street • Salem, Massachusetts 01970 • (978) 745-9595, Ext 311 • Fax (978) 740-0404 e Salem ® Redevelopment Authority SALEM REDEVELOPMENT AUTHORITY DECISION 289 Derby Street -Final Design Plans for Mixed Use Development DECISION: At their meeting on January 12, 2005,the Salem Redevelopment Authority voted to approve the DRB recommendation as submitted. RECOMMENDATION: At their meeting on December 15, 2004,the Design Review Board recommended approval of the Final Design Plans for the construction of a mixed-use development at 289 Derby Street (former Coastal Gas Station)with the following conditions: 1. Construction Plans - The final site construction plans must be reviewed and approved by the DRB prior to a building permit being issued. They must conform to the plans dated December 15, 2004 submitted and approved by the DRB. 2. Landscape Plan- The final landscape plan must be approved by the DRB prior to a building permit being issued. The final landscape plan must include the installation of two additional street trees in front of the building. 3. Construction/Building Materials - The DRB must review and approve all construction materials once finalized. The applicant will construct a sample exterior wall for review by the DRB during construction. The materials must conform to the materials outlined in the letter from Martins Construction to the DRB Members dated December 13, 2004. 4. Exterior Elevations - The exterior elevations must conform to the plans dated December 15, 2004 and to the revised rendering dated November 17, 2004 and submitted January 7, 2005. 5. Site Plans - The site plans must conform to the plans dated April 28, 2004, submitted and reviewed by the DRB. 6. Lighting -The lighting must conform to the lighting specified in the letter from Martins Construction to the DRB Members dated December 13, 2004. 7. Signage/Awning Plan-The signage and awning plan must conform to the plan specified in the letter from Martins Construction to the DRB Members dated December 13, 2004. 120 Washington Street • Salem, Massachusetts 01970 • (978) 745-9595, Ext 311 • Fax (978) 740-0404 Martins Design Construction Real Estate Development 130 Sylvan Street Danvers,MA 01923 t: 978.777.9084 f: 978.750.4281 w:www.martinscompantes.com January 6, 2005 Re: 289 Derby Street Narrative SRA Board Members, The project is a 6 storey mixed use structure containing residential, commercial, and facility of public use functions. The North face of the building sits on Derby Street. There is a 10'-0"wide pedestrian access along the West face of the building which connects to the Harbor walk. On the South side there is a raised public plaza over the underground parking garage that houses raised planters and seating for the public. The architecture is intended to be traditional in character with a tripartite division system of base, body, and capital. The proportions and the detailing are based in the Classical tradition. The materials of composite stone, brick, and stucco above have been carefully and specifically chosen to compliment the best qualities of the urban fabric of the city of Salem. This project has been approved by the Conservation Commission and the Planning Board, and is in compliance and currently under review for Chapter 91 A. 1. The windows are Eagle aluminum clad windows with no mullions. They are to be Mallard Green#109, and are double glazed low E for energy conservation. They are also to receive the historical brick mould. The windows on the top floor are to be a round top over a 3'-8"by 5'-0"tall awning window with a panel below. 2. Signage: Shop names will go on the face of the curved awnings over the entrances to the commercial and facility of public use. There will also be an 18" x18" bronze plaque at the entrance to the lobby of the residences that will receive the name of the building. 3. The balcony doors are clad inswing with 2 side lights also with no mullions. 4. The doors and windows on the first floor are also made by Eagle and are the same color as the residential doors and windows, but are a commercial installation of store front windows and glass entrance doors. 5. The building will receive traditional wall sconce lanterns on each side of each entrance to the residential, commercial, and facility of public use. In addition there will be wall washing fixtures hidden on the cornice of the second floor to uplight the face of the building 6. The cornices are made out of EFIS and are proportioned according to the rules of the Tuscan order. 7. The brick is Glen-Gery Aberdeen and is standard thickness 8. The brick pavers that border the plaza are Glen-Gery—Molded Paver Series 53-DD 4"xB". 9. The paver in the plaza is"006-A"from Consolidated Brick&Building materials. 10. The roof is a standing seam metal roof from Atas-International Inc. and will be #12 Patina Green in color. 11. The Stone at the first and second floor levels will be Arriscraft International, cream in color, and 12"x24"in size 12. The awnings are to be fabric and navy blue in color. 13. The movable planters are to be the Pavillion series from Interlock Concrete Products Inc. 14. The awing fabric is made by Sunbrella and the color is Saphire 4641. 15. The site lighting will installed as specified by the City of Salem's Harborwalk plan. Samples will be available for the SRA meeting. Thanks, G� Crai S. ouglas, IA Dir r of Arch it tural Services SALEM REDEVELOPMENT AUTHORITY DECISION 289 Derbv Street —Final Design Plans for Mixed Use Development DECISION: At their meeting on January 12,2005,the Salem Redevelopment Authority voted to approve the DRB recommendation as submitted. RECOMMENDATION: At their meeting on December 15,2004,the Design Review Board recommended approval of the Final Design Plans for the construction of a mixed-use development at 289 Derby Street(former Coastal Gas Station)with the following conditions: 1. Construction Plans—The final site construction plans must be reviewed and approved by the DRB prior to a building permit being issued. They must conform to the plans dated December 15,2004 submitted and approved by the DRB. 2. Landscape Plan—The final landscape plan must be approved by the DRB prior to a building permit being issued. The final landscape plan must include the installation of two additional street trees in front of the building. 3. Construction/Building Materials—The DRB must review and approve all construction materials once finalized. The applicant will construct a sample exterior wall for review by the DRB during construction. The materials must conform to the materials outlined in the letter from Martins Construction to the DRB Members dated December 13,2004. 4. Exterior Elevations—The exterior elevations must conform to the plans dated December 15,2004 and to the revised rendering dated November 17, 2004 and submitted January 7,2005. 5. Site Plans—The site plans must conform to the plans dated April 28,2004, submitted and reviewed by the DRB. G. Lighting—The lighting must conform to the lighting specified in the letter from Martins Construction to the DRB Members dated December 13,2004. 7. Signage/Awning Plan—The signage and awning plan must conform to the plan specified in the letter from Martins Construction to the DRB Members dated December 13,2004. CITY OF SALEM SALEM REDEVELOPMENT AUTHORITY FACSIMILE TRANSMITTAL SHEET TO: FROM: -. Scott Grover Tania Hartford COMPANY: DATE: Tmti,Quinn,Grover&Frey,P.C. 1/5/05 FAX NUMBER: TOTAL NO.OF PAGES INCLUDING COVER: 978/745-3369 2 PHONE NUMBER: SENDER'S REFERENCE NUMBER: 978/745-8065 978/745-9595 x311 RE: SENDER'S FAX NUMBER: 289 Derby Street 978/740-0404 ❑URGENT ❑FOR REVIEW ❑PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE NOTES/COMMENTS: Scott, Attached is the letter for 289 Derby Street. As I said on the phone, this is basically the same information that was submitted to the DRB,however,the SRA also needs to see the information in making their final vote on the project. As always,give me a call if you have any questions or need clarification. Thank you, Tania 120 WASHINGTON STREET SALEM, MA 01970 THARTFORDOSALEM.COM eSalem ® Redevelopment Authority January 5, 2005 VIA FACSIMILE Attorney Scott Grover Tinti,Quinn, Grover&Frey,P.C. 222 Essex Street Salem,MA 01970 RE: 289 Derby Street— Final Design Review Dear Attorney Grover: Thank you for your submittal of Final Design Plans to the Salem Redevelopment Authority (SRA) on Monday, January 3, 2004. Unfortunately, the information you submitted is incomplete. The following additional-tems were not included with the filing and need to be submitted for the SRA's review: Narrative on what the project will entail; • Rendering of the proposed building,with the changes incorporated; • Construction schedule; Engineered site plans; • Final building materials (both a narrative and bring samples to the meeting); Proposed building and site lighting specifications; • Signage and awning proposal,include type of awning, color and material; and Photographs of the existing site. Please submit 7 copies of the information listed above by Friday,January 7 by 11:OOam. Feel free to contact me at 978/745-9595 x311 or tartford@salem.com if you have questions or require further informaticn in putting together your submission to the SRA. Sincerely, T 'a Hartford Economic Development Planner 120 Washington Street • Salem, Massachusetts 01970 • (978) 745-9595, Ext 311 • Fax (978) 740-0404 PROJECT SUMMARY 289 Derby Street Salem, MA 01970 EXISTING SITE AND BUILDING USES The Project site which is located on Derby Street along the South River is 0.57 acres in size and contains the former Coastal Oil service station. The site contains a 2,000 square foot (sf) single story brick service building; a 200 sf shed building; tow gasoline pumps with taxi cab service and an automobile/truck storage area in the rear of the property. PROPOSED BUILDING/USES The proposed development includes a six story building with 38 units of housing; 2,200 sf of commercial space fronting on Derby Street and 2,660 sf of currently un-programmed facilities of public accommodation facing the South River. 57 parking spaces will be provided on the first floor and below grade. Public access and open space improvements including a Harborwalk and plaza along the South River and a pedestrian path from Derby Street connecting to the Harborwalk along the South River. - e Y i. `- „ ,ram I !; T. - -� -- _• - cl ...._.�.- � , r - � r� i r i - � �� s ,+ Y � �;' � � '�. � 1 � � 't� . �� i 6 �, � � '� - , 6` Y:. p' � 3 1 t � i• �..L'.d. ! I II Y I I ��4 Y � 1 Ir I�� 'I �-�� _ �� ; ; . _ _.�I �,: �__�. - ,. r: _� ti �:. ,_ � 1 -�t�r , r � .�_ = =�-- ,, A 1 untit Page 1 of 4 !! Plus Edition Password o. The Salem News Home Delivery �— I SNec ar oner Clich Here _ Online Edition Monday, January 10, 2005 Click here for info Page One I For The Record: Obituaries Police Fire S Court i North Shore i Sports I Opinion i Lifestyle Classified Home i Last Monday I Tuesday i Wednesday I Thursday I Eddav I Saturday Salem condo developer going NEWS underground for parking BROWSER By Tom Dalton ®Home Staff writer OPaee One OObituaries SALEM—George Belleau is going where others fear to tread: OPolice& Fire underground. *Court *North Shore The developer wants to build parking under a six-story building he plans OSnorts to construct at the site of a former gas station alang the South River 'Opinion basin. OLifest le *Classified In other words, he intends to accomplish two impressive feats—at least for downtown Salem —at one site. Advertiser Index: He will build parking underground for 38 condominium owners, and he Salem News will do it on the waterfront. Apparently,he had no choice. "We realized that unless we went underground with the parking, the Tropical building would not be viable," Belleau said. Supermarket Belleau, a principal of Town and Country Hom,-s of Peabody, is tackling the No. I problem faced by every residential developer in the city—lack Petals of parking. Some have opted to build without parking on site(The Distillery at Century House Lawrence Place the former Bleachers nightclub). Others have acquired nearby buildings for the sole purpose of providing parking (Derby Lofts—the former Salem Laundry building). Movie Works Belleau,who bought the former Dave &Jack's Coastal gas station on Derby Street, has a small lot with lots of restrictions because of its Red Lion Smoke proximity to the harbor inlet and to adjacent businesses. He does not have Shoq the space on site to provide much parking and cid not want to rely on city garages, even though one is just down the street. Wards Going underground, however, presented strategic challenges to this$18 Greenhouse million project. http://www.ecnnews.com/cgi-bin/04/s/sstory.pl?fn-uground 1/10/05 untittl-d Page 2 of 4 Although this is not a Boston waterfront hotel with several levels of underground parking, it still takes some engineering to put a one-level Loews C/o Allied underground garage in an area of landfill next to a tidal river basin. The water table is high, which means the garage has to be watertight and able to withstand considerable water pressure. Nicastros Driving School On top of that, the plan for digging the construction hole is almost as complicated as the building plans. The developer, who has already done geotechnical studies, plans to put steel pilings all the way down to Wingaersheek bedrock and erect temporary supports to protect a neighboring building Inn Motel and the seawall. In the key move in this crucial project, the garage's concrete foundation Gloucester will be wrapped inside a rubber membrane, which will be surrounded by Cinema a wall of crushed stone. "We're basically building a bathtub," said Craig Douglas, an architect Downie Debbie working on the project. Except, he noted, that "it's kind of the reverse of the way a bathtub works. A bathtub keeps water in and this keeps water out. Maestranzi Bros Inc The rubber membrane is attached to the outer wall of the foundation by a thick adhesive material which, if punctured, actually fills the puncture hole. Cape Ann Lanes The garage will have pumps to take out any water that gets in, which isn't Home expected to come through the walls, Belleau said,but may enter in the Improvement form of rain coming down the ramp from Derby Street. Page If all goes well, Belleau hopes to start construction this spring and finish in the fall of 2006. He still awaits several city and state approvals. Salem Five In addition to structural challenges, there are also economic ones. Cents For one, it is expensive to go underground. Although he has not Mckinnons calculated the exact costs, Belleau estimates it could add $1 million or more to his project. He couldn't do it, he said, if not for the city's hot condo market, which is bringing high-end condos to the downtown. Sale Heitz Lisa prices for the condos, he said, will most likely start in the high$400,OOOs and climb to $800,000 for top-floor penthouses. Buyer At those prices, Belleau can afford to give buyers what they want— Advertising parking that is out of the weather and near the front door. "With the boom in Salem and all the good things happening, you now Clarizia Gerald have a situation where you can justify(underground parking)," he said. Hollywood Hits Back to headlines Theatres http://www.ecnnews.com/cgi-bin/04/s/sstory.pl?fn-uground 1/10/C5 re Salem ® Redevelopment Authority , xA DESIGN REVIEW BOARD RECOMMENDATION 289 Derbv Street -Final Design Plans for Mixed Use Development RECOMMENDATION: At their meeting on December 15, 2004, the Design Review Board recommended approval of the Final Design Plans for the construction of a mixed-use development at 289 Derby Street (former Coastal Gas Station) with the following conditions: 1. Construction Plans - The final site construction plans must be reviewed and approved by the DRB prior to a building permit being issued. They must conform to the plans dated December 15, 2004 submitted and approved by the DEB. 2. Landscape Plan- The final landscape plan must be approved by the DRB prior to a building permit being issued. The final landscape plan must include the installation of two additional street trees in front of the building. 3. Construction/Building Materials - The DRB must review and approve all construction materials once finalized. The applicant will construct a sample exterior wall for review by the DRB during construction. The materials must conform to the materials outlined in the letter from Martins Construction to the DRB Members dated December 13, 2004. 4. Exterior Elevations - The exterior elevations must conform to the plans dated December 15, 2004 and to the revised rendering dated November 17, 2004 and submitted January 7, 2005. 5. Site Plans - The site plans must conform to the plans dated April 28, 2004, submitted and reviewed by the DRB. 6. Lighting- The lighting must conform to the lighting specified in the letter from Martins Construction to the DRB Members dated December 13, 2004. 7. Signage/Awning Plan- The signage and awning plan must conform to the plan specified in the letter from Martins Construction to the DRB Members dated December 13, 2004. 120 Washington Street • Salem, Massachusetts 01970 • (978) 745-9595, Ext 311 • Fax (978) 740-0404 - q L K a pr 1 - if t ' 0 ' I r � F i s 1 Tania Hartford From: Tania Hartford Sent: Thursday, December 09, 2004 5:12 PM To: 'craig@martinscompanies.com' Subject: 289 Derby Street Craig, Per our conversation, I am writing to outline what is outstanding in your Final Design Submission to the Design Review Board. We will need the following delivered both to my office and to the members of the DRB by Monday at 4:OOpm: • Window details, including the exact type of window and detailing of the upper windows; • Signage system for the building; • Lighting specifications and locations for the building and the site; • Cornice details; • Elevations; • Engineered Site Plans; • Detailed set of Construction Plans; • Construction Schedule; • Landscape Plan; • Grading Scheme; • Building material details, including specifications of doors on the first floor and balconies; • Colors and materials of proposed awnings; • Sectior of the railings and planters at the ramp wall; • Specification of the movable planters in the plaza You should submit a narrative statement describing the project and explaining each of these details and submit samples to our off ce, as well as, bringing them to the meeting (large samples, such as windows, can simply be brought to the meeting). Please let me know if you need further clarification. If you cannot make this deadline, please let me know and we will discuss the possibility of holding a special meeting. Thank you, Tania Tania Hartford, Economic Development Planner City of Salem, Dept. of Planning& Community Development 120 Washington St., Salem, MA 01970 978/745-9595 x311 phone, 9781740-0404 fax 1 TINTI, QUINN, GROVER & FREY, P.C. 222 ESSEX STREET SALEM,MASSACHUSETTS 01970-3705 WILLIAM J.TINTI TELEPHONE WILLIAM B.ARDIFF (1965. 1995) tinti@tintilaw.aom (978)745.8065 • (978)744-2946 MARCIA MULFORD CINI WILLIAM F QUINN OF COUNSEL WilliamFQuinn@aol.com TELECOPIER 5-3369 SCOTT M.OROVER ww.t 74law.co www.tintilaw.<om smgro ver®tintilaw.com MARC P.FP.EY R E C E I`V/CC E mpfrep@tintilaw.com JAN 0 3 2005 DEPT. OF PLANNING& COMMUNITY DEVELOPMENT January 3, 2005 HAND DELIVERED Ms. Tania Hartford Salem Redevelopment Authority 120 Washington Street Salem, MA 01970 Re: 289 Derby Street, Salem, MA Dear Tania: I am writing to request that the above referenced matter be placed on the agenda of the Salem Redevelopment Authority(SRA) for the meeting scheduled on January 12, 2005. As you may recall, the project was referred back to the SRA by the Design Review Board for Final Approval. I have enclosed six sets of plans which include renderings, elevations, Floor Plans and Site Plans. Thank you for your continued assistance in this matter. Very truly yours, 1 Scott-M.Grover SMG/dlg Enclosures w P:\st.rvey.\2004\C04'14\vymapl.tif a \�W .z, RIVER LOCUS Y�.: -- .. WrpAMD MANS,Sam, _ V NDlfl: ai JCUS se.AS Lot HI AS SMOSM ON,musso's NAP 31 OE NE CII�OF SALFM qV Em"CCITN".COwYA£Hln b W MI.RG ]fi.0{3 S.P.ON U.SA As, IMN `xVL.q i `` ] LUV.nPV 0, .. "NoMRUUAfI.11.1 ANC..I. 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R CMp,IiMG MpNEAS- -q m,AMA .-EMW]NYEN14 4 SIiE PlX1,E,S.w --4 p1fANm6 002 YURNPIYR H0.1D Isiuw M°fw9pP SOLIiHNORO, YA 01]]2 Wie��agr (008) 480-DGOo wdw AXyym _ TOM Y COUNTRY NOYES. INC. OP NRR BNGUNO TITLE -- _— ParooscD c Nvuuu:.O.C.DEx UJN UNDERGROUND Lm]rm lTAt RiY fR A }1 : rtt c: saty PARKING PLAN ESSIX CW.n WSS 'ND__W.D. GOEBEL S.P. DECODE_II I ODE wg w g'OCOYO m: W,0 Pml'TSiIl1N4 fNCIN I11 P1i(fEE540NAL FNdNEEN - 111C WD 5p„SIC OF 11 a r WxM w5"K•YNIa UTMII w Y`}n _ ____� i 'rw¢ v,utrrs[w'�fi wPsiiae,efrs xe,flfa _- RY.Ae e` uwuxc . ...mm...-_. •xvm irrxu rb.f,iu If &WfNICItX CCIX dII �_� SOUTH RIVER INFORMATION NUN ANNUAL NIGH WATER ELEVATION= 4.59' MEAN HIMIDUL HIGH WATER ELEVATION- 6.33' DRp IN ABC ALCiI Lr�TIQ Y� FMACT. RAP,A Eounw NO a MIT`IMMUNE vuvoslo cammw A THAT.EEYIIOPIIINf CFNERAI, UTILITY_KQTE$ L04,110i 2e1 aDJM MNa tl1Y a$MIEY I. menl[Iq n nYmaE m vwam a wYa rorYaaNr ISMX mliFf IIAIWXRM11f aml.11a uD mart nm[LLv.ma m ro<wW WI a ur \ �yalylp ".mr i[o A. 11Y[+cs<iav r.va[uvo at AL 1Y w ma Mt a:NMI MwMC I.1 mlln.na rs aaaanu IP IXlMlta JAL -i Oro MA-slnl: l6vIY4S uU ol0 m101a6 Ma wl unn 1laM WLr1 u aD n M unm A.ran Yclr.xX nIwMn cmlmnE[Ml+vt arowur.wait Ey0 no", llm wl-ra wlM+v L uaar a u.uma uo rwwn YAra uE wra+Xn r wn f Ereel J T� o Yaa.A W[Mwnal a raruu wroam.vM aLr Yam mvaas.o m Lvraanl' t) a.m a rnl canum a ovrnaL weal va!m U,Yea mm N RJ•=j l` Al jvli .A lral.n irm raw.m niiti+mem m�mAm MA rmtOramIanilaa rt. w a urmm Mwwmr Y lnw ro m meaA mnYLmY YY w mr.AMl wi al Y•I.n m faefw aCMii a IW lma w[n(10A a mftlw7 La rNlA3L ap IF mww wX I(..I 111 as mma aNewJw rwovo r.,.,A+oa.WIN �� 7$P.3j• et Y -malty m m Wk wawlm w.0 a rm ttwo a 1m ry ro Lawlawl a namn wen M Y.Y4X mIN W1aYI MD,11.1"Y(rm UDI mMIiMmIL iw qSW / _ ILIA Y(aI!aXfl•MItlYMw iN M•SDt I/\/ /,!_� _ `` 1!N Y(➢1 alnl ,waaVl YPWr wSlallrlY NIFI 0 R M1.M a IM•mlla Wa Yae W\ Ylnmr llm xYuupp.is INTO r+a. uom ro.rrwT nw onw w Ynn rr n anwun I r rn�•IJT.N•Lm.X/.w a S no WRI lY mlOnLrWarcsnn ra aYaOrromuA 0'm m Dn aw M UIra 1[anDlu wrtA :t. MAP 3A \ LOT Aet A aE M uY a wLwaCEs anrt+wn,lu m aw a rWfwY a w // w' 0 is y�n an wl+r nwm v eDw a Im aT`ml. y P�_B11AILM 4 -Dula¢rY wl�l Yrv: Mm I,(AM(AM m) .Iwmwm Iw J. n Y tv(�•ra4a SPECIAL UTILITY NOTES T`mfn I'm rrMy•)J[mns -- weoa wa w m X` n; I I _ L YUM+IDIM.(sty)/Am 1. IYann wu are..¢Wn Im ao nu v.o rwm arum w eY wwL a+nr wL al pP InMAI ). Mm-m Deu r+aral B IL.4tm amwn Wa la a nano f =10.69 w u, m rY LanXniaL awrtn vuu wa XmVA""n a n Lot .a orovY mlmn My n¢Yrn ovA "'r�1-mire. 'artl'mm10`aao rm w.mi o�rami Iuim'w a�'ia uo Iw-ru �' SUMMARY OF DRAINAGE CALCULATIONS taXrtm XYu ary mlw w,m.a Daaas,m alt e.� � swxnas Mo aMv rw mnawn we rnMa ova Eaorex�a w 'I mYDv ro YDp smr. nrwwmrwaErw�a �mn�m In n n�arinu�Jaailonn 111i. a amm swl aamm[mra,a a rw emwalm n Lnwnw�i DATUM +115 a5 IT.+aNl2 m w OakCa ' t Y a' II a0. •Om 1 Ma[Ia rorTMA,m Mars a1wVYY STOAT.un rW Q aruw.-I.n ns MAwR:nwa YYYa1Twi ro AWL!m+aNDT aAaw aIw uwYMvm WR1M to 91 Yet r .. ae9 ar WS iY a Wwnm ro nm a.w¢aunnn rrsml • �I �'- TIDY YWI II /� YV mr Ia.M1i W wwnA I as mY+LLIDIw440 wD9 Lm-ru / mta Lr aP I DaX .lam awI a m..em � w„Au n � rmll*wD •; m mua. wos _ >wl m+r�luml I ua YimY`Lm.,a.AZ4 0 o e o $ M{ i I UTWTV CONTACT UST r o �C a >� TIN11Y mat ..*I a WVSM ulna mares a unm mna a o u rut Illaw'a YA4 I I WAS, eeT3PAN (TeI)Iee-S➢Ee MMAX LY u ae-r u I .wa « ONOUFr TMRaxe RAN)Me-me w•zot sca(wJ NTVVI I (1. 5[J-e•1 •'ND TI 1TY R 1DlE . m .m YA4 RELTeNID1 ., _:_� 2 w•uu .rom' ma�� '� v— wemaurz lnum Dana aaoaeoun um lK .RYa mAla a rrmal y 1 I sex aY ITT a slEv uT®ovlxnmrt leml TIJ-wle Dana wnm YDF1I aaeTax'ipmnF aim / _J _�_. _, ----.f ------ t a r Lm or weu MAT*NPenHmrt (eNl lM-Eo14 wemanrt loom Eml.numaoav as ar IRawa ena w aerie /�. .. Y<ea '{q1- rc rlum,DmrrWwq � I ,a. .area .p-�-r•. ,'T`'Ar�• �.A L MPvmoaurt Moro 1•el eee-me msn+I vo-n wlr 1 anwl.n X[rar..a. � kll __ YfSTT IABIY s.•u n'W y� // µaa� __—_--_.- -----_ ---�_—-__—_ ` [C UInPQaA01[IfMwC UN �� wu �Wv II.�'^+'Y _ altiv rarulaweie,w_____ � \ awn I WA}wrt LOalNN D6li anln J� nD llffrr[ mwFNA tmerona w svY - Danaartru m �<'�/ `�"^ N4�aw -- J AI -• t .«,.a .— mmv wrs aT mow«rt — r O, we Imes sLM • Da1X wql MYII TW � wr�iiXMaq 1 Ivuvm m I .) UAGEIT /• w_.a PRNiSCU G.e aVM I¢MP[o uNAwwmn WCTnCnOEPmL 9Ala In +9II a[aW15 Mm AOI[O) 1""'�° aPm IaAmM a romm - -"- _- _ 1 ;.I- me wYmlo unnmaw m slml oE41 I.E DERBY STREET aY Immrcn!w sm e4 �'."-Xm IWm W a[tlen 4Yamm mis ommpael7 (A.K.A. ROUTE IA) BO LEpp ENGINEERING. P.C. Vnw.... ( .A. WATER STREET) -- (PI1311C-VPXVAI!MDiX RO W.I YaOC laawa Iwam •CNL 4 COYAlL1MG EVPMEEflS• YPWECI INN4GCN5•EMµ a 51IC DVNNEIS•WJXCIPµ Cfi f6"dNFE • T arrol mum nn ,an wn.nMan 3n2 TURNPIKE" ROAD 9MY a[(mRLL'la ro I saanG.NFw. 1�"I'°Y°100 ROMWORO, MA 0I772 was aal mm.4 �I,-„-.,,,, (Tavel +nD-aYOD wml m.w — aNmamm�mwll pqO-Er1''RIaX k OODXTnY ROVER•INC.MI LOP LNGWiD XrIy tv,o mvmcm; / phi tO AAAAU+r a Ne]Aa rxX.LawM)n II` DRAINAGE k LOT /„ VAY x1"I uwoa maa+a rwoaYJ GRAPHIC SCALE >nn llER6, sreR crr cFS EM UTTLL'1'Y PLAN wL nllv.l[a mm� __ ESSEX CDUXTV, wS uSERs lmnu[m m wav mmm p .. r I'-,U 01: 1•... aAIIX. p N:1NL OH/U9/04 .•X!1 W. mncrwmowan � ��_ Fk W.D. GOEBEL S.P. SF,Y - - - mR[cm mM Law m War Ra,o mmN[ml l➢:P6T1 i p Wn T)Gu al'rIwDRONJ) � wuao m p ' IIR Ygi09JhoA. r YI C,LSSIONi E L r R N.r�l-i. l - DI 'I ' 1 LL_Va+_Ixru w�a ro` .� �,arnt pTp. m2 GFNFRAI GRADING NDTFS� r.Dwuna a avaroaL m waunw a dmr rnoDYnn .raven W wen Ina Wm unnW raa a cvntosWlr a W anIrDCNYI msnum ro Dew'w w Dw 1yM1 ya 6Yy WTm,tl!W a Yl wYIM1 91f111.W I-1/O w a IYIYII,n 11E1df M[K W pIDfYE M'Wl prKl M ML aTlr a.M faB� m a aemce ro M rpmP Y NND aEvmr.ronma wW u.sMmw wra tOt dy4lpa wn■P rRb a W W f0 W M t41W[Nt Dn tlt 1. wma w d Daw W IYI�Hrws w urKrwn W wu a Damao In.rEm Iwr. ItrtunALi�`uPuiD mimrDuiw sKroYrLilaar rmn nwri uwmirlo µ EN Yamoaer n'w YYnx'a x rca rm rD M DDaaKOfr Y nmarw O)t l�T� r�dlpurr¢[cr��rxem�nY,mrD�mtamwEraO W�iraa�n w�wom V 1 2] R Y .Wren rwrls(mlllolcrimeai minurccmAD wlRume vuu a rcu Wren ry R, XY� ��1 w uvarowin.NWdi orLriteimn'oa[iwDr rm iu.�mmro iu ol�slD [Yy w YQI1 Ra K YTUJILY PyD �� _�ItD,52• .� v[ 1. am'a ar wI Dnn 1-0 m.DYllaa nn. 1 �= e. mD'D mmurn alvt w ra urak w rW muA �_��_� la ��aA - �- iiuia n iw°Qwo Y"wWr a�wa nW M m nw u twna Y NL uue Wm of ii aDi°°6�`�Is nnY nmYOM GRADING LEGEND: t� FFE=10.49 "" x----- 5u`\ o1— — Datnoa cargo A RnDMa fl Wi mE } ire' WtP s+ ,a* IRDnu MITOD My Ifv'IOn Y 1 [rti 442 �y�� 11603D rlBl Drll[LMIW E mmY `I nil F� - - _ 1 /�IO G�P' C D IfNRO Iw a d01 fY➢1LD MLD[MUfP W'l6AT I rL�i °P w[�R� .0~` ` lr�r r1 m/ 1 a.` � if It6)] WAYD la a 4LVL11 Ia1L6 OaE M'IIXY +oll II/Lu�D.'4�.r. . / /�_I rtNsm 1>a 9Lm A nEWD Dun ruVtm. 6 YY N w I � 1,Wilt ~ /® M1DDw L91 C11a �- r^ �N_ nnrmm Duttmx u wwar 1 l I "J aP a9t["a " a C� a am 11 ,aa a " I 'ter 1 ��_ PY. a? 15. ;p, . • { a 'loos xrYa4ru� �� IAA b�-- -LI DERBY STREET //��, 4-��I ENGINEERING q�[�a� (r(N.A- WATER TSTREET) BQ/HLIMIL ENGIlLviEERIl�U{YY/ �Cw %r&K-VARIABLE w-0iY NOW) •lnA k 4.WYULI W(i LNWNEERS• PRp£Cr LL,H4OEP5' RNYF1.14 G SiE Pl,wrCRa•WNK(+PL FHOeSERS' 352 9tiRO IU ROAD SOUUVT{®ORO. NA 01772 Infl� (OOD)480-9800 �T1xU as PMECT, A"'k°COUNTRY NOYPS, MO. OF N" a OAAND ME (4 Yw ++.14 GRADING PLAN '. CRAPIIIC SCALE DRR F.Bv SiREft t OIYti r -20 snyv (SVX r.Duwir W.D. GOEBEL S. ,ja- RSEY Imo' µ 'HONE M W/09/04 mw 5. ( m tAm, _ iAG YN10A3] U 11.Fh 20)P_ - U Dftl1D rv: W ID F PMIRc,SIMw fN01NTR F,rr�iryDlp( N FER LYL' W040SSTnuIC Of 11 � w.tivYlrsrlle Law u.r _ 8 [tiwicMJlvi'rit i+er4yr r,w exB � nY M Wr xuBz-.K.C['M1Fwtlmn ,f ...1ra - - �}---- ------ RAMP — _1 I I UP TO ISTREET LEVELy ; ---- An�:Inc ► 11 0CW TO PARKING ENTRANCE ERAP;CE _ - .�•'. . •i:: ,.� a . � , .% �' ' �r` I I 12 COMMERCIAL IJ SPACE I I Y,.. 2200 SO. FT. y II 0 \ ro t�l FP.CIL'i Y l'iF 5 - 7H Y 0 � Cr) MAIL. MECI-.. UP �\ LT ;, 7, T - IrI1� R B0EILER ENGINKERING, P.C. l I C 2- :y. .TEAS. AC,,—, ":Ll"4 x 5 ! ssl,u..'I 4 ♦L:`.. 352 TURNPIKE ROAD IPIi 3A1`NG maxim 90UTMORO W OLM THIS PiA?I WAS PREPARED UTlll_ING INFORMATION TAKEN 1>oa taoEL+eo woo „wm_„� PRplEl:f. TOT4i :i JINN-111v1U�iIIN`. Rr�KCPm�r WNO RfLE: ERDM A PEAK ENTITLED 'GROUND LEVEL PLAN" PREPARED aRea�S.M+ m, Sutw LANDSCAPING PLAN NY THE MARTINS COMPANIES, DATED SEPTEMBER 1, 7004. I _ rtss>f cmxrc Na4F Nusrnc i W.D. GOEBEL S.P. HCOURSEY NNOl NSFSSidNL FMGwLFR vAbE55101NL F WNUR IX®rt. IkD WOib9])nc:o a It I —�-��7" ram".�r we,• � r uitloa w..m � ev r nv SN cNKE S 2. A,L<O P51 Yp[MIRYX(0 Cp{11nf NWIp6 xl III LETTERS VPO.LlrmL(D C0.TP'D rYYC ' nweLD rxv IF WL ITS SIXT!BACXGROVYO /:\ C/<�•.o KILaXLIi[04 bl NµlYY2 MAKE,LOW `\\/\/ 31TIV NwS LON'Rn[VAULVCvr ROOM NO Nl-v4WY III I"I _ .. BAC ./Luc NGxaxv mn xN x rxalw SIT I • ,WGIAnIR 'y tl >L GFr InNR,PI.. Nk TUNS OLKA LETTERS o BFkN 151.CORF1t 1115 ' [ WOM lLL .. ]OF ,o°o°o°o°o I� 1 L,. -IA caxr.,uan ° -0• rl oo°°°o°o°o As NorCR ° u. 7 ° a 0 0 W I . I 'a D' V t I mnxSLD nw.SIADL[.I C.R. gg °O O O ° ^ BMIEY IM�I[V?[LINE 1 R[SS1Anf LWrMr[Rw= °o VI 000�o G. I r/1 1T r DY=AaD auvN IIAY �' �R.r I fi-wx uwxz aRe u NaRrt 1K ')' I vlKw.ax ,T0 py12q, . - uw s S,,. To wE e,+ ca1W)aRu s)xwv: i,, I� lux luo NAAS AS ISM r , r ) Tr'1 r Nuwxc suxrL[ 'I wTS ANLN•YllbG IM I SPECIFlGRON MP LM PRECAST CONCRETE CURB DETAIL )' IANDICAP RAMP DETAII. w:f°w''R wN bxSIWA IK HANDICAP PARKING SIGN DETAIL MC M [RV1e Sbl SIIBBISC 610 BC ORION)I" ..It s1W u Ar Orn•r rM VNcxOs6.e'1.00 I l- O s W:;HITCH RICr.,oa PvI w nmr CDNrA-,!cuom No 10 SI OO✓r T[0 x)LCO ct MM Wxu.1uND5 RCWRrarMfS. R• AIS'0 0[W.Y ION III .1N I-TOP LINING IS e.B•1NlN IMED 9]i5 AA!10 ITS Wffl 13.ww. SMl.bO`N uT`I` flIL-� 1 l LINE SPECIFICATION I1/2- xw.) CNC weBr C wuxsi *wWb row: p b ceN: TYPICAL STRIPING 9x R OOdRar °d'`R'N"Lgllu B•(YW 1 R'br.GOMC F .. - .. KCI)5 SOONCOJPACSI(Ctl� ExHi.BYFBAY CR«L2l W[ O• Yw IN•,YIO I FYRD ozocRu�s`° 1 cam.SYO-ws[- uuv[L "N o DATE, l . /M lm TYPICAL PAVEMENT SECTION IYmY Nm D w 0. w �AAw rla YLy wt'°su.E TYPICAL SIDEWALK SECTION vmlRl Iu rinn) - µcwN Icolwrxl[ r IO Y NI wr V I'L f0[Cf M�llll Cub y_ A 'Ot r0 SFEC J• [W GKEW E 2 M NOTE:CO-PILLC CR lD YiPVY >AKY[NIWE WiENASS J Aal11D=(N[ bGJLL NIA WHL IS Y• uI CON, Nh W UOIECXNC4 MPOPI. J°LY S[AO BBO10 441 IIIOH CIfMOUI N[SSER OW WSG I CLAN 1S•4K1,V[ "N .lull(Sn R'BROW ORApe) "SWISS III /- YIP M M B✓)m (W.0 TONS)v uurrI K.RY-YL b MI 5/.I.]u ILMI ll A III 0111 OLLY ._nPCLL 0.Vf fd.xa11b1 Yb1N 0,A OLn1 } 'v'°,ON D"Nhry A,NO PL COvtYEIE p. YWK 10 Y0.0AYL1[I t P1 re'clw'llt[uq rB•XIN'[ r A Mlb vio MAII M m[Y ROK O M bSrR._� r[ : )l i 6 N0 (511i o•S b y'DC. 1 a MfFfR SM., nxT SUP:WO[ (2)A'PVC, 45-SENOS -I \ ISN"10L C1tlA 1•r-INOJCrl1 BRYY N w -1 ,.•,�. B ( J� _ ��\(JJ�` -- N wx om •` k I f YV.C.Y1hN I ELEVATION u, cOk:R"`°FAO TYPiCAL UTILITY TRENCH CLEANOUT DETAIL I —_ NOT 10scm TYPICAL DECORATIVE wr To STI ... ..• ... —. ...... ... —L . AREA LIGHT DETAIL mxPACRR 4 Ie' - z�s` w:� IRM IYY!a nXIWL WNlM:lY6p IT, SmN6 LM 12CIRC4 a . a S IB-..•,.. z+ws te'.PA wx TYPICAL VERTICAL GRANITE CURH , NOTE ---------- : -` / -•- �rJ O161 RM-.N vOr TO SCNf . ALL 1RAI l,C FLOW ARRCW5 W RY"xµWl TO RE REFLECTIVE "ELLOW - PAINT PER i Fn% wsvu Rnlw u.naR wAn. - --- I C� TRAFFIC FLOW ARROW A lac TO scut I I 0 I AIN4 Sx D"1LR�E.R:'°' 1 y:.^.) wsAB¢D PARxwc scu I C) P-AN VIEW 3 - B wiwRONw Ir 11 I2 ON%a'-O 110"t vi SVNOW k PIMP � �'bl' ..Rx+�P.RN RNJv,war.L• T) L[41r0 50-Xal IT LVpgr BC Nr•r b Vrp..JUINa. OBSCUMD By A OAR PKNEO n xE ' t'uI.P "�Nrn I v4E (2'DEINID CMB DR)' -� r r = »r• ±,...w.n.n a. lu�ra'I�aR'�r '.i '��0. -�. fIr11P°Nµlt,AS KPLIGDL() ' R .. hralrl..rnU.M1l1,. J 14(J.e. 1 J) CMfOPY 10 tOV.OWES r �L . m.y+i. raw.ow>•.r 1�4 - l WApCAPmC PMMIw r ` MIMwMr. 41J;µJOM �4 Y AJJNR ZN1 1 Am D x•w.r. 1 '� SAN --- 3�q"pxp't1YaE BLYC - ACIRar �- .)-. I/2 \ �� •.�- _ .-�, r I fI f ("M4 IIYI "STOP" SIGN �T ss SECTION A - A `°wl ----- --- ----- - - FLOOR DRAIN DETAIL -0- Y-D- l r 1�dRLE�; ENGINEERING, F.CS. _ •CM.k C'JNSVL)nGLIMNROALO µ k SIIC =LwKM'MVMA:Wµ EIAIfFRa- (]R AS NFOINR[O Or Pool) wwx rxu.IwnnuJl 52 TU TNRNPIRR RUAD )11' 1"I."I s0UTN0°RO, MA 0I172 wo'r:','�Irvin cRv, - L- D Anul w+-e,a ISOB) 9BD-YDDO JA_YXR ,f µ_PAYMINI atiWNC MO YYwiwS$WLl CJx561 D!CNL°,r 7TLFy yr Tu ��r�• �,�•„�„`••• Fr•r��r�r��,��4 TOWN k COUNTRY NOY� INC OV NBII BNCLA.YC PILE' �l µ•n RU Itl A M SVkY.YA w1C'INE ICNPE1Rltfl=5 GWARR lwu!y! PYNI F.µ1 'tr"�l. BF lAPL[D Ar A JNllw a DDSs•Ill MIL)I,W rvJDLES$ .-r wo...r..rrm.��"•.'�.�.�`..�'�.�„'n`..�.+��.. rrA'�` PROLOT POSED CLWDOW/NUY B RErNI DEKI.O°Y(M CONSTRUCTION Ip1E NIRLL:HNR S'RwL PAM SWl1 2B9 DERBY ISl E�1R fD v!SLLCY DETAUS ( 1 �^ STANDARD DETAIL ssLx c..N^ N+ks N FFn _ __ _ . colk IU Ilk SWUnF➢I V =,.� _ .( "- yA- 1 AS X' II` -- All)SYYBM 5 L BE CEWEM Al T.E J STORITA/I TREATMENT SYSTEM s HANDICAPPED STALL MARKINGS VORT ICIAS-MODEL N00 W.D. GOEDEL S. SEY '. ^D7LD 0o�DB/D.I 9(IM DISABLED_ PARKING_SPACE . . pSIP-.• A I«� ` PAINTING DETAIL PARKING LOT STRIPING DETAIL -- �— OWRET " °b �°'D�D xct l0 SD,- .. m �1CON Y . r NL LN IYn xroA A>rND Or tl SD,- NOT TO swE --- i "STOP" BAR DETAIL Kv`°`" .'F""I"• IP. ��)• ---- IN M �fli 's itii L .,wViw IFOrA r.. i�lR 1 ,tl' - L_ .� EaaBIYm as WE CAP UNIT ADFERE TO TO- UNIT W/VERSA-.OK CONCRETE AOHESIVE CAP UNIT ADHERES �r1Y TO TOP UNIT •—, IMPERVIOUS Fill. W/VLHSA-LUX IMP-INIOUS IT 1 12" DEEP CONCRETE ADHESIVE 12' DEEP -GEOSYNOFLE RAWFORQMFV" ` \ SEE PROFLE DRAWINGS Pok :LNGIH. IYP:, AND SPACING \VFRSA-IOK MDD'JLAR b - — CONCRETE UNITS _ YL NNLU BACKHLL DOANAOE MI .AGGREGATE //- - MODULAR C 12" THICK MIN. � 1Ti_! 12' 1 GE AGGREGATE �L^G 13" T:IrCF MIN MODULAR CONCRETE FACING UNITS ' A• — APPROX. J�'_D,48" DIA EXCAVATION UNE — _ 4' DA, DRAIN PIPE T- T� 0' END OF WALL OR 0 OR 6 60' CEN�ER$ MA%. GRANU:AR IEVEL%C PAD Vr ZSA TUFF PIN MIN. 5'THICK RJNIDRCLO WCKFIL. PIN DIVENSIONS COMPACTED 85% 0' MAXIMUM SCAL , NONE STANDARD PROCTOR DENSITY 4" OIA. (MIEN ORNN PIPE OUTLET EN) OF WALL LYPICAL SECTION-UNREINFORCED RETAINING. WALL IIIIII�� OR O 40'CENTERS MAIL SO1'., NUVL -- -- _ SLOPE TO DRAIN (1/8'/-7) W/FILTER FABRIC ILL IL-1 IMPERVIOUS FILL l .^,RANLLAT LLYCJNG PAD 6'1HIC< YIN. PN HOLES AND SLO-S FOR*mE. FREMANDING ' PINS FOR SETRUI WALL CGNSRUCT 14• WALLS SPUR OING HALF UNIT TYPICAL SECTION—REINFORCED RETAINING WA'_L PeNHDIF ~�O � � R HALF U ITkOU -OR SCALE R CONCRETE UNIT O i iRLTSANDINC WALLS SCALE:NONEGENERAL NOTES VERSA-TJFG PN1. STRIP VEGETATON MO ORGANIC SOL FROM WALL AN) GEOSYNTHETIC ALIGNMENT. 2 IrR part2. BENCH CUT ALL EXCAVAT-D SLOPCS. —R;1 DO NOT OVER E%CAVATE UNLESS VIRECTED BY SITE SON FNGIN=rk TC RFMOVF SLOT -' NG SLOT FOR UNSUITABLE SOIL. STRAIGHT S WALLS 4. SITE SOILS ENGINEER S4ALL VERIFY 'CU,iDATION SOILS A BEING CCMP- 'NT IF PER 11[ DESIGN STANDARDS AND PARAMETERS. I 5. LEAUNG PANT SHAD CONSIST OF COMPACTED COARSE SAND OR CRUSHED _ SEA°LL' srDRCOK MI". PINNING DETAIL r I II U I�1 II N 6. CONTRACTOR MAY OPF FOR A LEAN CONCRLI- RAC.CONCRUL PAD SHALL If lul +' DE UNRIIMUM rMn DME. 3' THICK MAX MUM, CROSS SECTION 4 ]. MINIMUM UNDER 4 F OF WALL BELOW FINISH GRADE SHALL BE fi" FOR WALL BCM.E;NDNE HEIGHTS UNDER < M AND I2• FOR WALLS OVER 4 FF. r UNITS SHOWN DIFFERENTLY. 8 TOR UNITS i0 3E EMBEDDED, COMxACT FL IN FRONT Of UNITS AT THE SAME TIME I 1!• FILL OCI IIND U FCA IS CVMPAC IN •1 B. DRAINAGE" OFHE TOPCOF THE WALL. (DRAINAGE ASTALLED GRECTLY GREGATE EGATEEHIND SHA.LTINOTWALL"TENDHIN BELOW VFRSA—LOK UNIT FINAL GRADE IN FROV'OF WALL. NI'i DIMENSIONS 10 COMPACTION SHALL BE 1V 86% OF MAAMLM STANDARD PROCTOR OFNStTY.(AS'M D-608) II UNIT NONE 11, COMPACTION TESTS SHALL OF TMCN AS 111E WALL IS INSTALLED. THE MINIMUM SCALE NUMBER OF TESTS SHALL BE DETERMINED BY THE SITE SOILS ENGINEER. 12. COMPACTION WITH 3 FT. OF WALL STALL BE LURED TO HAND OPERATED EQUIPMENT, 13. SEE ELEVATION DRAWINGS 70k.OEDSYNIHETIC TYPE. LCnGTI AND LOCATION REOU RED, IC GC ORYM 111 TIC IIAII RF PI WM WITH CTRnNr.FGT aFRPF'NTr I It ap OR@ACE AGGREGATE TO WALL FOLLOW GEOSYNTHETIC MANUFACTURER'S INSTN.IATION NSTRUCTIONS AND UBANAL• AGGdHIAIL WRITTEN SPECIFICATIONS. ^^" ^T'3'•�" POE• CNMV yT rpt 15. CONTRACTOR SHALL ERECT SURFACE RUNOFF 10 AVOID DAMAGING WALL WAIL[ O.4.1,! PIPE Ali NFW_141"�' ��.'TTUNDER CONSTRUCTION.i6. AIRY SURFACE DRAIWCE IBA FRES, FR11SR GRADING, OAVEMENi, OR TURF SHALLBE mWW._EO ABLL ATELYPROM AFTER - -H IS NUFACT RE1]. FOLLOW AONSCABLE PROVISIONS 0= 'HE MANUFACTURERS INSTRUCTIONS AND WA'TTEN 6HL CFICAIlOHS. ' IF CONDITIONS ARE DIFFER-NT THAN T140M STATED -��2• IN THLSL UVWMNUS AND SPLCIHCAIIUN,, THE CONTRACTOR MAST CONTACT FNGMEER PRIOR TO PROCEEDING WTH OPEN JO NT AT UFEN JOINT 2' THE CONSTRUCTION OF THE WALL 40 FT. `CENTERS;— AT 2U 11. CENILHS DRAIN DETAIL :)RAN DETAIL _ PIG DISK CONTAINS 5EVLRAL CONSTRUCTION )CARS WHICH ARE INTENDED AS AN AC WAI IS OVER 4' WALLS UNC_R 4' (F REQUIhEO) IN OL>IGNING A 1NALINE, PJHAULE AFTANING WALLS WITH VCRSi-LOX STANDARD UNITS SCALE: NONE SALE NAVE OF M USESER 00,17E OF THE SUID To M OF ANY USE, IS OR MATERIAL w,OwL�u 3ENGI, EERINa. F.cx EOl it IF l5C CbVZNPLATED. AND F MANNER OF USE, IS 111E SVL HESPONS ENLIIY � ui �i LEA'= ii 164-i J1,V-= 'CIVIL i CONSULTING INON - P 11 WIVfiFS•ixvWJNYEM.t L NC itµ,n.MLNKRK EI4WFFRS• wnx r.r.s.mwnw.0 352 TT:RNI'1%R ROAD ra,Wt.n v. V.m wa mou SOUTROGRO, MA 0177E rnN.r,.ocw .nmmR.Kx w,eL. feral m-sav (So")48P-BB00 Ipel ya-ew vRWFCITOWN R COUNTRY NO=,INC. OF NE11 BNGIAND TRLE. CONSTRUCTION i PIC"'OStu GUA00ATImulf G Rum OCVEL(WMENI LCI I— E58EYYX A1,NMAY RVA4 285POY S < Cm OF SALEM SNUS[1IS DETALS !{,' J L W.D. GOEBEL S P�SEY ��N�T� • s � 45�IEHP�I�9Y.S. �OD WC4C53] OeC0UP9fY- cipBlW WIP g PNOILSSNJNV FVG.AfF0. 6 FWD WW_.3]nurR OF 11 fn K'N n•tM� J a N:(n-A,ia�im w';�Tw� RV-Ne. OIORLL CN OIpY IW IL I _ t l 2'. 1_i/2• Z RE-BARS, STEEL PICAETB OR PLANTING SPECIFICATIONS: wDGO DR P snC PDEf 2'. 2• SAKES 1 T/2' TO 2' IN W L _ 1 -AEA W 5�3 CONRFUCnOx SLAT STAPLED THROUGH „ROUND, 3P Vc STAKES FLUSH FABRIC TO POST "FABRIC WON BALES SOME ES RA A PLACING 1- HIS 5WLl M DUG W U LEVEL BOrtWS.Wml➢IE ANG WIMN PROTErON CO.ufnMF -PUSI A MI6 WORN Si[MILS}Or PERrOftNIVO.f.IFIAING AYD Wlplr IYICC IXC WNpLF OF pWt BUNG. ME PCOi BUL 9Nut P"N IM DETAIL OF POST ATTACANI NT BOY PREPALGO4 r4sol GRADING PLAN.AG.0 OMNAN, PCR ON U"TSLIKEnn°RAN EKII MMT PR NINE 111' 1141E WLIAR I.EL All 111E 1�€IlilR, (YHL_A55LYtlLLI]PRIOR TO INSTALIATIOnf NICLUIR.ALL UNION wTS INS.TUGS,EOUIPINEI.0 SAD.rtlFR AD.ME IM,D ,RG PMPMFD SCE NRIC, OR 0'"RENT IRUNN-..G.MR IS PROEM. ABRK • MY I-WIWIIRNII:R WCA.l11RY i11P'xr rnN nqn Or 4-MAP h WRF Srp"URI W/Sli(I POST a MOaPUcxFI ANGLE /iR57 n 9U TOWARD MD PROAf} I4• MIN ErSLAi - - S'Mfs Ib'O.C. --SLAT MST PR:VIOIL.LY END 9A1 F- f wlFaµ3 PAVE GF1!YJST rN. SIT fFNf:F (d' W0F) ^ l:'• L U.S.-µ. S DOULL5 yfA'EEEI ED EXCLEO 1.MST e.OW YNNM B+ICLLWF IM(NFII I. FNBRIC INAl1{: w sMCrf4AlANS A4 q11 LLYEp W M[w591gHRRY GUNµ OF 1 GMIS ipp]OL 0Y VOL'JYE � ORM AVU AMAIN 1UNSING:GAN(TRW)ON 4Ny1VItP ]I G4W NSETE E ITUNING ROAD AT iCU0A2, )_ - HF14W 1 "•j, E01LLL ]IAOLLI9 PER I SAL PWIi E.m VCVn A IRS ziA"HENCE USED 4] EL�• GLOW DON Fh '' 1 E•L , B n/MS-µL PLANTS LWL IX 1[HIHr W xglwl WIOWI". l I.LOLO PER 5 64.P4N1 ROMMCo. MOP.E GJAND NoPRMM PwKL W} wERL -ALL PLAN SH X i MIE NOR N A TASms MR Is DAL >L.vrt BOUND DALES PLACED '•T .i L 1 ON CONTOUR IIALfR : PER(x)TWO•.VLELS MR 1/Y GW IiEE I.LR.EnRFE PROtLRYMi Ba_ C i nj.i NA"SRi,1/.VxG Al ORENil4 CCNfEM Ib'f" yr, o TNN�R PX 1 B:rML N°[BN] flCCxS or IRJM•JUMP ,yy,� -LAN wRNN 1M.ppOttttMN SOx[10 GAINS 50 WIIX ,O N. WCiF$[E').w0a.RO°3.LSCRRSIE uI'i[P y� CONSTRUCTION JxOSruneLO SJx NE Nq cur cL0]s R •"'•••pAAII CCNSw1ANpJ °. LAOS, -ODIUM GHR[WN 1Wi°x S 0NW MULCH VMI VNII U RED IS' DC 1µ1p:0(I"YLY Ar 1/2INGT W a PIN. - r6L T PLANT O NxxMU ro.l P- A TILL 1AN wnY,R SAPISPlo USE sxow FENCE w/srt[l TOE-IN METHODS 1vsERE PLANT raUtS cCMG1EFE eAWI Ru AND wAlw -' ^' - SACKFUL DRAINAGE_ AREA NO MORE THAN 1/4 AC, PER TOO FEET OF STRAW BALE DRL 3. FERRu[ER AND EOL WROITIONER TRORDUGN., PERSPECTIVE OF FENCE NUIlS: FOR S_OPES LESS THAN 25S AQU A w"T AN HR.m1[[u- ]FALL eD r.U.AND OR R eJAue D. To PLANES REQUIRES BE sn so TRH, E 1 Dal S TO BAAL RrJAmx N.Y.r Dn 1. BALLS SHALL ILL PLACED AT THE TOP OF A SLOPE OR ON THE MAO YWN4 col d IR Mra00[x MP]R rxoerxME rE M[R AO tD GRID[M INC,wRF!0 rxe W.rv0.4 ORWE Acq.ECW.IE WBRu1Wu•. BErox[LARD r+MBRAVirD' TREE PROTECTION DURING CONSTRUCT'ON CONTOUR AND In n Row WITH ENDS TIGHTLY ABUTTING THE ADIACENI B. GROUND ISr U?M AND SOIL Da"].'•OxER-SIWl Bt'GAS- J, PREPARE GREW rMiH IN AS ME AS>AVINO ROE M "Or"m INSIAUAIION ILNVI AW I.UAI MA LI.LANRW,IU LY M.TRUE. 2. EACH HALE SHALL BE PLACED SO TIC BINDINGS ARE HORIZONTAL o[mxroWD MIµ AND wrrza AA coY+Or[O TO G, FEEAVAT n SIR B'-TIEPIN 1LCNC THE LINE 0' UPNRD RA.w AL rxHrvxa,mv,"E.ND PONOM, C. G.MYeewrzla AFTER RANDONE. RAGE.SIN RE SANKIN CON-RCL OF THE STIE, 3. SALES SHALL BE SECURELY ANCHORED IN PUCE BY EITHER TWO ...OR AUYM NAPE EUMN.IUD NYLYSS(1-3-11 UPPUED To NE, DIED INC SrNIB W w..SAMEM AS YO!TD EYES 2- UNROLL SY-AnON FENCE AND POSITION 7+r POSTS STAKES OR RE-BARS DRIVEN THROUGH THE HALE THE FIRST STAKE IN .1.DE .1.1E A..W. R. GN IARA D,TAU r AG 45T THE BACK DOWNSTREAM WKL OF TFE tts1u1T LNG I41 NIA To-xE ""T GRt ALL wiERUL61v 1 ND sEL oa 1AA^x SHNL x RM[D KNxR RGGi 1 ) EACH BALE SWILL BE DRIVEN TOWARD THE PSTAKESSS LL J SALE AT IG.NJwc Ac:cs. ni ANIONS,a,AM T1Gmxnur RruNlul L1LIN m RANT TRENCH (NET SIX AWAY FROM FLOW UNTIL THE AN ANGLE TO FORD' THE BALES TOGETHER.STAKES SHALL BE pRIVEN 2 PLANTING NRM sNNL W ME SALE O.xG.En A S.w rvuMNr ]. DINE TH_ POST .vT UU GROUND UNGL THE OM F_USH WITH THE SALE 4 A LN'WdIX G0.0CEIMAN q:xEm:RO KLILAY T G IS-OE-IN LAYING AI:ROF Ii IL REACH TO 74 A Or 'I"OF VtR4 SHu CWYSn[E AT 7 To II MDSC PoRrgM I. PICK ALL ,V WAN 1MC5 IREC1Lv Agll^,FNL 10 wNxNK IM{WER xGSE 4. LAY THE-OE-IN FLAP OF THE FABRIC ONTO 1HE Or ER BP[AA:AwIOIL.coxmKfOT FO n1.la RDMMNRIK[ v n Mw.0[f ePNKNnG wwM. (1/,'OIn.B1N.q JNDSmMLG 3UTATM OI 1Hr ININCH, BICKNLL 4. INSPECTION SHALL BE FREpUEM AND REPAIR RCPLACEMENT SPALL RALMAOS M PNPORMNG 4u IMDSEADE DNslnuOrwx -NE AID BE PROMPTLY AS N_EDEO- IS i0 or UI IN A Ct°M STATE AT INS SAO OF NCr MA ROUR ° S R H,HARE. DOVE4E y10 N. THI TRPNI AND TAN° NE SOIL TOE-IN CAN NL DFMI,.NNEPVIS,IrVJ i0rA.5 SIW.t B[PROGPLY SMCKG0.E0 LxVN1IEN PORE CVYS ALSO OC ACCCMPLISIILO BY IAYINO FABRIC FUP W asGPO[O W.µL G.WEO sLMACLs SxBE R SxYrt OLNY M A NI GROUND CGVCR WAS BULL QXCM A I/C LATER or �MG IUBNO'JCKLC^+ ON .INOISTURBEO GROUND AND PIING Sc TAMP- 0 GALLS 'TALL BE RLMOVEJ WHEN THEY HAVE SERVED THEIR On[ W RE OF ors AED HI RMY WE PE MR I.Or w[PNDm sWL P 5+9w[o GAmNN ED 1Nc ILL1,aI lye WSE. USEULNESS SD AS NOT TO BLOCK OR IMPEDE STORM FLOW ON MIOR-0 PNN.NO°ROUN°NM NS,LIMo. ORAINAfiF. 5 WEEDrx4 A SGIC WE MD VYMT'OF°aWNP CLYEF$xUL GF AT SgXx ON - - 2 ':A LNINGLE) n Won M°DURING PREIYYXMY GRAIN.AND `1 _ SMr.,'I/f rlhl RUDID.ALL ESPOR Or GR95f5 SYLL W DLA DDT W,"` MAWJgS _ KIa R,5 1.,O:E � , . STRAW BALE DETAIL RGG,B""'nsrasL°'AF RE fAVfRIDiDIYO NGN^vC. D. TWA GRAN. Ir'P NAMWE EWANE`°,:"'LPMRµTW - :IBM SWUN TYI . SILTATION FENCE DETAIL b. IUPSpVi SHNL iWIPPUG H.i Niq E.GUML C0.FA, fWSrrCD 4'1ML A CONTAINER iC PAND[FOUR INC✓ES:.�MMYYY THEN N.WS'.Nx NOT TO SINE TapsaL u+m rY Au PLwnxG AMU.TPrsWL SXPJW D µL GROLHD:OAR AaIAN s"µL RE MATED AFN A Tat- 1 11 PEAr MOSS M01 10 SCAN[ tYEI KN.E 1.UNGSNPE NSPfCIKIv. GROWING I,CtiR MAGR [E sPRF/D MR A nIBARRED SJ.IACE IN A UJINWI NrG S AM'S ROPSq. -.• .. . ... � .• . ID 1.N a A FOUR WNI aMP N[K 6WL N NIIOLO PRAM 1D µYET YC pR- r (.�Ctll DIED MICRMSS.-0>Sat PUTAGM, RI[-MAGENT 10 B[APPLED AS PER R01Wi W ROH 11 G 6rµL BF IU AS I BE0 HOW r 0" h M[SINE WADE M R 0°PC IN&A"i M=SIDE,P MY,MY°E To E m SUPPLEMENT.AAA NVII!'ACNMa'S P[[OYKNNRWL iO1N µMUxr MCNPED.CMTRU:-W1 i0 ryfl1115N IH MNYyS -B OR Cr N'll.FLED 9NUP N Mi NU yAPSJRi INOI!RH% 1 OF N-Sr1E TGPiGL°.-QLO IN NL PW .MEV•.ADIUST P" ID 1W51 CAN,NG UAPRNRB[CSUDS 1/0 SJV i°Ol RIli U bAND ND, tl...AP ' I Si[EIMRI Row fAF AND MNM1...AP AI O.V UIU HmRREG LEADS A4 REOUN.TO ENSI NI IGLE'tADLf w°L2a0L '°P GM1E-'IfIR°CF MG!°µ:. A µl AREAS LLY &/IffWSRESTED IN TIE F FIRST:1GR AT AS SIKYfI GMTNNC MfUrUN. SUBSIM'I4LLv PLVS/MINUS - -GEL W fIMyI GRADE, 4•D'IOV�AL WYW PLUG CMCInONNG & µL l.Wx ME I.E G MEAS Skill Br NUO D 10 A BIGGER, � ]'SHUDGED AAPCMGM 3PPX YU.. IIISTI;AWIq V A CULIAVIE ALL.WIN 1D ME VIM LII U A uLPIN YI 0'•. ALL EVEN..LU' IN(GPM%Nit WIT NO I8111:K CWNGC Or$LINEAGE. n{I SAUCER �Y � MR ENDS[NMYD FISK rKNw,pNI AND Sul NHOASN UR I Pl IWILss Or16Rwru aM.im Rr IAVOTC/PL ARGMEci. EVERGREEN TREE PLANTING DETAIL T p6Pp5L0 W nr 1HL.OMP/CIDas LVExsE sfRJfl XYLr s.ARMS... i0 IRE BU.LDNGS S GORE Awar T TO G L + 1'_D. - 11F 1- nYrsK;cR.VX \ \ �A\ `\�.Yr N NO I..MEANS.M Ti IS uESFKAS)RAP FOR, � A 'I P Iq '11IIIIJ11RI41W 4'A.MD r0u0MK PER I:M GO n: U. µL✓JVINI.AREAS SHAD OR GRACED.1 AAN`A D 10 , RN rz z-T/['uERN RaE 1ED Pa/iN-I 6A ANW A1VR IIhL rLUA U lPn ACL MAUL _ NAMINA ail: a NRAINNININ VS RANDS MtNLMML 4YPwM I. Di0 Ty 1 1 PART fW W°NE ESS Gay+- EMIWNI N-0 WBL• A`AUAD i Al ([G VAN ([GORSE)U-0-0 BLUE P A LYx ION,. x 1}NIANIrI ALL I4µIY(.1 A NNO' ]RUDD aLq']L I S uMRI' _I M OF JY:(I)RAR I"PY ADS.Nf.L O=JOi aAEP 10 1 "WIjS: G _ WRUNG AT 6'!• SUL YN",'I'D ACAS A YYNI.,.r.M[]MMCIM FcA TEN 1. NO WAL or YULDI SHµ. B'AALID IVJI51 ROSE _ � � WIDENING,D*ROGHLY GONE A IS' • ngIIDVWLLY F4 GROUND AWSA NFG 1K FM O FJ It N PETRI(GRG M TIF..IT 91 nR ANI -'W17 rA:'T.N EgINt p PWN. � - I Mlx NTE., PNY,WE YrxrLG Of aMS>I.WIINE sCU t0 APPROVE lxL SaL'S ABILITY I.IILIUN I"IVN NLL t0.MUAYJ Ar Ix!VYNVUIILVINI U Ix!GVM.W ILL r 2. MBPh µL ROPE TAM DARK A SIR OF.CPT L. RAO.SAPASE W.SpL TXMCM. E WRIER AVO xU1MItM1ii LS[COY>R2P pVIN,NECY[LfD YNIp POROD ING PASSES A III INTECIIO.BY Mr VAV[R OR own NPU R11 NOUN NG" 1/I IMW RID.NNI I.-,.IUIS AGING GRISVIR, 10-5- ObMKR].L \ III I ISRILYA,ATNE PAGING 111.ION-L A. IH SAYS M X'GKI AS GROM IN"URS:M� I LESILWTM", 15 MUAGS 19 t I:A, � ��IM1AITT-F'�11 `{ >-ARM WAIL.MAI AAA.OR MUHI.IPµ NNCaSGD DORAN AUD°E.NL 6U WDE ED 24'WNIYLY _ AS Of N111k N. • PROAXS yGUIP RE CGWGGGEU 1°A WIX IV.ANS W R. 12. CLEVAIP S•a �N1 MNNORCED OF R[CL$ 1.o[xi1 LA L-MARD OR DUAL sIRJ(.TIIS.NEWS R A DIG"MIC wANIF.EN W ILL PIMRmc wV"H ANT All F�YGSE CRWW I N+'rA ""TERN e+1Nt RUPPL°' A501D YADRw,A.•w M°'°°WUN w°Vi AccLMAr.L.Mr f.Mllf4.'.tlRi THAN RFYmF u' tvx•Uw OLACN) DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL \ / \NATURAL.EOJP"CNF,AND DEBRIS RESULTING FROM H6 WORK AL PAKP ARIA SNIT.M DROGUA C✓J.NED AND iK 511E LFrt NO, 1G 5.L MOKOH MAW SAY OR SILL INURE THNI AGE CNY OR SILT)BT IN A YLLT WO KCEPINGLE COIKKICN AS APPRASC RY TIE II H ADDING COYK5I:D>N[0NK(LP TO NM 0Y WLLYFi Nq/Pi °wx-P5 NIMONEEO ATINANEMAlM. j10 V. NA . WYN Q O NR CHNAR L'.LU:L NANO AN,14 Wyl 0 ENO.p1 5 VIRG 10 a EU S TANGTO °R W II[SW°CONIMR TO YaR TWN RN CF M[IPIN".K IWN MR INNS.THUG ANN UUQR NNIIS RY `,Ni LYLINAiNNN 2'DA-0 ASNA M NWN4R N WN1M¢N..II NµS.ON RYyS AND Af:]A(.AS SEGGI FOR Xr..T%YAL MSiP a PANG STNR 2/]m-E M W 'I MNR S DR WDS AN,ROUSING$UR U LNG 9JMIGE IN. • REAS. IIGR"AND III RAKE MO Wr S APEATS AND RISE, ]PER IMF EPEES AD SHRUBS 10 P`GPER GRIMES M"LRTCN PSI AS r S+P<LVEp .1 EKIMNE.,YNUI SMS(VOM 1WN I.SW])Sr Mom PESUITED. PRSOU°R A ELAND DIAMOND WPA°PWfS. SPRY RES. A HOOD BVIX Ni i °IIVYIS wR[R IRi DC^.yNEWE°CLA L.W TO.NOR HP9LM M AND, FO MEP 1ME$NO SUMS r OF MX.CB $VKFA R SR T r ImA Nv ANO asMsc +As"� UN IthP GaF a xwalA. LLvcA .Al 1 RM1 U.0 F-ARRIL TPNIIILN WN flG.CPw.1,B EDae I e RANxpG AN .11 uY01 Br N'f PNO.2RIILgIR RTEDNG, ;ARG.INUI1xfi. JH1nI NUII Posi mEB ME S14WSS AT GER INTENDED.GGUAD T AS PER MC AND°11Ka OMMfIDN$SUCH IS RIX1 NG,PEOPKYN6 END REn.WFWE - 1 1 Pµ C1.Gw YMlJa_ I ]� E jIB�{�IrS -fllC NY COU.N(I) PLANS MG SECLM HE APPNVVN Or IL LANDSCNG ANTI-E-I B I.Ar AS GOUREE°i0 ESIRGSN A SYOD'i ACCEPTABLE TARN,I IX E EMT MP50,1 (I).LS.P((SC4rtD W WN xRIIN1NC4 X WWaxG/NNSPm. DRAWOUG Wn.INKING NECE5549Y AWURYSrS ASDRG.o ENV%°0"MUD Ka, 1 'IVYSVIL YVJN) IJ RANNIORNCE GLTERME 00) "UNMTTJR2E; CPR GEiMM Y 1.PIIW NO-dl YNMCXNICE PERT]] DECIDUOUS WI:f DECIDuous TRLJNTINC DETAIL STABILIZED CONS 'ION ENTRANCE NOT 10 E ---- -- I --- E-Mw.h le•STML INTO u1DLSIWBm1 LINING ND NivLRr 50•o.c. -Gilw�.'GEi P IEOr IOROON'[xc OF.1 INTO .0 M ,., FAN 1C �1 p 2 rrcD s/'e-x4-Ynu mc1W: \ \ e:cH°u MTE. - - BOHLER 39NIGIENZERINIG9 PMv I'Iw1LY)LILUXY 1AYRy Ap1A �\ CCxIPX'°'1 5 CI_W C IARALAiNIN CF •ONE 8 NMAILi NO ENGINEERS- PRCJECI MAHAGE6•EHNMHYENFK k$ELF PLANNERS YUNICWµ ENLNEFAS• COMPOSTED SAN Q IL1N N 11 IN IM1 INIM Ih12F FABRIC WfS^MinYNY OPL 4'uCIN[Otiry 1WSMT 1Auu! �' I r I I ] p pl MUDS°pR11 TO RRD f � SOLTHBORO, SEA R01772 f I PERa� POSING. \\U F TOWN k COUNTRY WEEKS,INC(DOB) OF OWN MGI Dr 1 f_° _- nrSIEO CMG• PROJE.. TIfL INLET FILTER DETAIL PRPDSEBLUVWYI MMRREFAK XVnMWFNi consTRucloN YWNN.-1EPsa - s 1e�fRBY SSIIRE}--3` Cm OF SAL M DETAILS NOT TO SCALE issEE roL.Nrr w.su:H45Fr3 � _ W 10'PASS INTO ONESTUNB[E - � 7,�I III- III 5-1N1CN Jx Or sxptOxE I r I�r A4�{p.KNy.I S`J`I M vDT" "' GRa,NO MPr SO,DUG � -III: FI I I I�_ NYARRG RRK Um,OYGI I [TWA GOEBEL S. ,•"� -4 yr SEY vaiH. 1RllL�MOU°a 51(O Xx GREW. / F�F/F t •AG W04M31 [��7 CROUNDCOVER/ANNUAL PLANTING RAMP IN.Ai .r.RM� -I I-� - .III-'TINS uwW G,=N""=1 `� ' E"yy��Fa` �''P�RIf, Ii¢lurra mw ULI MT rO SLVF S YMYESS CNN.ENG1vCCR BBSIBtIA4- y+.ET lYl W0 J]np_D Of tl •EI1 SURN,S :Nn S., MULCH BEDDING INSTALLATION DETAIL x ^'°°L;�^,«*E'?„„ -- PORN R YM TD Rcvi i w Imm W „M GWYAWOMN GYCA - Ni s Salem Redevelopment Authority DESIGN REVIEW BOARD PROPOSAL Proposal to be reviewed at the July 10 Special DRB Meeting Coastal Gas Station Redevelopment (289 Derby St.) —Amendment to approved mixed-use developmen_design PROPOSAL: The proposal includes the construction of a six-story mixed-use development at the site of the Coastal Gas Station at 289 Derby Street. The proposed development will include retail use on the first floor and 37 units of housing on the upper floors. The proposal also includes public access to the South River. The changes to the approved final construction plans are detailed on the enclosed letter from Joseph Walsh of O'Sullivan Architects dated June 15, 2007. I. � jpi�,Ujl l , it loll Q l0 i Iliaso oil t � i 1 41 1 'M� al Mi' moll _I � 289 Derby Street Salem , MA OISULLIVAN ARCHITECTS, INC, June19, 2007 A9CHITECTU RE OESIGaN PLANNINC3 201 EnGEWATER DRIVE, SUITE 215 • WAKEFIELO, MA 01880 Tel (781)246-1667• Fex (781)246-1683• N/NANOSUIIIVANARCHITECTS.COM r Salem Redevelopment Authority DESIGN REVIEW BOARD PROPOSAL Proposal to be reviewed at the jLdy 10 Special DRB Meeting Coastal Gas Station Redevelopment (289 Derby St.) —Amendment to approved mined-use development design PROPOSAL: The proposal includes the construction of a six-story mixed-use development at the site of the Coastal Gas Station at 289 Derby Street. The proposed development will include retail use on the first floor and 37 units of housing on the upper floors. The proposal also includes public access to the South River. The changes to the approved final construction plans are detailed on the enclosed letter from Joseph Walsh of O'Sullivan Architects dated June 15,2007. WN sJWE loll go el is ■ ■ ■ ® ■■ [ Lu 289 Derby Street Salem], MA O ' SULLIVAN ARCHITECTS, INC. June19, 2007 A�CHITECTV RE • �ESI 3N PLANNING 201 EDG- WATER DRIVE, SUITE 215 • WAKEMELO, MA O1 SBO Tel: (761)246-1667• Fax: (761)246-1683• WWW OSULI.IVANARCHITF--CTS COM r 4 � N t� n� C N �J • 289 Derby Street ENF — o I' riT•_ — Site Area: 24,785 sf Commercial Space (2,200 sf) Building Footprint: ^�I 12,273 sf Open Space L by 1 2,512 sf ob I I y 9 Parking & — \ �. Circulation i r v ? - - . f Setba ck f Facility of Public Accommodation (1,900 sf) _ L, r �f e ne fd" r Proieet Shoreline - ---- - �I +-.._ 0 10' 20' 40' I I ' Figure 9 CHAPTER 91 COMPLIANCE PLAN source: Fort Point Associates, Inc. f 289 Derby Street Chapter 91 License Application - _ - _-------- -------- --- Q d Har orw Ik I P a 49.S' WDUZ Setback I 00' setbacl; dwi e -- ' j' I Pedes rian Aces Lot Area 25,043 sf �x /i Building Footprint Y 12,400 sf (49.5%) Open Space `✓ i (50.5%) - D E R B Y S T R E E T Figure 12 CHAPTER 91 COMPLIANCE PLAN source: Fort Point Associates, Inc. "' Ln r) N, o O p .; N ° w Y 0 co � m Q. R y r D tz C�C c G X C��9 -17 5-Z� z°� as o u tA a w b l r n • � b n' a p' 7 c.. �-;A Imo` � •"i • . f J kk , Salem ® Redevelopment Authority DESIGN REVIEW BOARD RECOMMENDATION 289 Derby St. (Coastal Gas Station) - Proposed mixed-use development PROPOSAL: The proposal includes the construction of a six-story mixed-use development at the site of the Coastal Gas Station at 289 Derby Street. The proposed development will include retail use on the first floor and 38 units of housing on the upper floors. The proposal also includes public access to the South River. This proposal is at the Schematic Design Review level. RECOMMENDATION: At their meeting on March 8, 2004, the Design Review Board recommended approval of :he Schematic Design proposal as revised through the DRB review of the project and requested that the Final Design Plans include finer detailing in the design and refinement of the roof design. 120 Washington Street • Salem, Massachusetts 01970 • (978) 745-9595, Ext 311 • Fax (978) 740-0404 CONCEPT PLANS FOR; 289 DERBY STREET ZONING ANALYSIS PARCEL IDENTIFICATION:34-0441-0 � DEED REF BK 7021 PG 283 N� •�` ZONING DISTRICT:B-5 AS PER SALEM ZONING ORDINANCE: • - `�.1 PERMITTED PROPOSED DRAWING LIST: 'n.r.'"•`-'�•S - EXISTING SETBACK REQUIREMENTS: I sY,;a+ GAS STATION _ _ FRONT SETBACK - - I COVER ZONING ANALYSIS,EXISTING SITE PLAN SIDE SETBACK 5'-O" 5'-O" I C7.1 PROPOSED SITE PLAN I \......: `.,REAR SETBACK(BY DEP) 46'-0"(25%OF LOT DEPTH) I I A1.1 CONCEPTUAL UNDERGROUND PARKING REAR SETBACK(BY DEP CH.9)(HEIGHT) NOT TO EXCEED 55'-C"H WITHIN 100'-0" A1.2 CONCEPTUAL FIRST FLOOR PLAN I .. ... , . I IA1.3 CONCEPTUAL SECOND FLOOR PLAN ...f'LOT REQUIREMENTS: A1.4 4th Y CONCEPTUAL THIRD FLOOR PLAN S Sth SIMILAR ,v I Q � I ( ) MINIMUM LOT AREA 2.000 SF 24,785 SF A1.5 CONCEPTUAL SIXTH FLOOR PLAN MAXIMUM LOT COVERAGE 50 50 1 CONCEPTUAL ROOF PLAN % % % A .6 , MINIMUM LOT WIDTH 30' 125.23' I A1.7 CONCEPTUAL FRONT ELEVATION MIN.LOT AREA PER DWELLING UNIT 500 SF 652 SF A1.8 CONCEPTUAL SIDE ELEVATION 1 _ MAXIMUM Yt OF DWELLING UNITS 49 UNITS 38 UNITS A7.9 CONCEPTUAL REAR ELEVATION 1•.:,..4c-,;�Y:,_^f^,::. _:._,.<;: MAXIMUM BUILDING HEIGHT 70' 65.5' A7.10 CONCEPTUAL BUILDING SECTION MAXIMUM BUILDING HEIGHT(STORIES) 6 6 I A1.11 CONCEPTUAL STREET ELEVATION FLOOR AREA RATIO 3:1 2.75:1 I PARKING SPACES(1.5 PER DWELLING UNIT) 63 SPACES 58 SPACES I I I NORTH EXISTING SITE. PLAN G MARCH 9, 2004 Martins Design ■ Construction Real Estate Development 130 SYLVAN STREET DANVERS, MASSACHUSETTS T. 978.777.9084 F. 978.750.4281 W.www.martinscom panias.com e� za O♦•�ez ♦�OOi♦ii♦i0♦i♦♦A• 11 � i/��//, /tee i/�/�i%� /0♦°♦♦°J♦♦•♦♦°♦p♦°♦O e�♦,y�►,,�� J♦°Ji�6� . 3.1 o ✓ / l o� `q�:i°�ip��L�Aiy�•�i�i°�a♦°i�i��•�.�=i:°:°� �``� i�1'° i�9�+"0°:°�°:°:�:°:♦:°:°i°i ii°:°i,1 ly ♦ . ti♦♦°i� 1j / • �� :�./,;;fig♦♦�♦ °Jib♦♦i r_ ► i oN 5 1 UP TO STREET LEVEL 16 z 1' IIIIIIlINIIIII I DOWN TO PARKING I '15011 So. FT. STORAG€ M�CH. I I I I I I (8% SLOPE) p o r1 I 18 I 1 1 � p ur — 19 m o 1 42 ~43 I Y 44 45 1 46 47 48 49 50 �� 20 Y — - I 1 I V I ONE-WAY I 21 I — L=_ —= — — — — — — — I 22 — --lJ W - -� IiIIIII _ _-= �II� IIIIIIIIII�I��✓III --22- ly 0 5-1— U 54 53 52 51 I 38 J 37 1 ONE-WAY 25 36 IL 26 W_ CL \\3 2 \0 :2' 2 312135 34 91 ELEV. RO ooF�.Q=w aWs w Nrmo MECH. ` m '1 ( Dremne Nun 1 I AL 1 I I i I I I I CONCEPTUAL PLAN AI.I HGALM: 1/8' - 1'-0" S-1 3 a O Mp"nM1m gyuwi e":iv+ 0 2 0 0 4 � I � I I I - - - - _ - - - -I- - - - _ UP T�0 STREET LEVEL I I1 DOWN TO PARKING I 1 I iY i LL I -- f , I F , 1 ` 12 15 a mol I i Y II I 14 B CpMMERCIAL I II Y I ( SPACE ` 1 10 1 2 - I I " 1 — � - - - - _s_�__� a �= — - - - — — — — — — — — — — — — — — — — — — —— B I 3 I i Info I 2200 SO. FT. I @ I 3 ° _ -,- - U I 5 I I J COMMON SPACE U Q 1 j I I FOR RESIDENTSLU p 111 N I dH II -IH AH ry 4a s I / 1900 SQ. FT. 0 w ; I MAIL I I _-ram DN 1 I CJ"I � o' jnF l MECH. LOBBY � •� a Cd Al N I j I I Ioe me I I I I I 1 1 1 I 1 I:Q CONCEPTUAL PLAN . SCALE: I/6" - I'—O' Sl+esc � of I I I I � I I - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - � O u> O cn fJ O 'n i -u I I I I LL m r I O O I Y ✓/ " = /V\ O I - - - - - - - - - - - - - - - - - - - - - - - o V _ r � I I I ! 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Nun I I I I I Al .� CONCEPTUAL PLAN 1- BGALE: Va' — 1'-0' Sheet c at Q Q o Q 1 I I j IQ N rn 1T I 1 I m r I o 0 w m I rn ip cn � ti I Oa LL l mm� I NCO f I Nm0 I -n �I 00 I r I -C I I � I I f I I I I I I I I I 1 I 1 I I I I I I I I I mO I II I I I _' c 1 j I D � I iz O I I I ' Martin P P ROOSED CONDOMINIUMS P Mart' ICJ m' Design vCpnstrucNon � 28Gi x Neel Estate Development D E R F3�- sALEM. "AESACHUBr=T78 TREET SIXTH FLOOR^ ow-ro OR PLAN Scaly: I/e^ p_p. ] bete: t14RCH le, OOt ! � Q I i I JJI i j I i 1 1 I I I 1 i I I I I I I I I I f i I N I I I ! 11 I I I I I I i I - - - — - - - - - -- - - - - - - - - - - - - - - - - - - - - - - I' I J I! L I _ I mmp I MD O I I I zn� I com T r I —C I I ! - I - -o I I � I I I I I I I I I I I ! I I I I > 0 I I : m II I I I I or I I I _0 I I D � f z I Martins•. E PROPpgZD CONDOMINIUMS R.Des'"* E, .CoeatruMion I 289 [)ERf. Por: z Real Estate OevelopmeM D Y i 130 SYlva^StrM4 SALEI`}, ryASSACHUSETTS p 9 STREET ROOF PLAN $[. BCNs: 1/e•.p..0. �i Oa[w HARCH fB. 900 I' I I I I I I I I I I I I I I I I I I i I RE01 I 12 TO I — 1 I [] I TO I ' I I - I -IFI i I all - 70 „ o io'-o• ioa-a' io'-o" mz r r r r tr ^ - m o < • D O z r o Martins PROPOSED CONDOMINIUMS for: I 2s°I DERBY STREET I I FRONT ELEVATION Design.Construction of Reel Estate Development SALEM, MASSACHUSETTS 01910 e Z 130 Syly a� St'..t Dees: MARCH S. 2004 I I I I I I I I I I Ni I I_ i pq Ell JA I III 1 I I I I / I :: o z j I I 0 Z I I I I I I I I I I I I i I I I D m = � N m - m - I om r m D O z m o PROPOSED CONDOMINIUMS for: Martins RIGHT ELEVATION y . E I Design-Construction I 289 DERBY STREET �J 10 Real Estate Development SALEM, MASSACHJSETTS 01910 S.M.: ve•-p-o• Z D.t.. MARCH a. 2004 F I I I I I I I I I I I I I I I I I I I I I I I i O � N CD O = N � I E f JE \11 INIV K3ZZ - I \ I I I I I I 0 I I I I I I m 70 10'-0e 10'-0" 10'-0" 1.101-01 1 10'-0" 10'-0" 1 t m i o � O z m o PROPOSED CONDOMINIUMS for: FRONT ELEVATION a Martins 289 DERBY STREET Design-Construction Io.� V SALEM, MASSACHt1SETTS 01910 Real Estate Development PF p Oete: MARCH e. 4001 3 130 6ylven 8trm! _ L r1 Danvers. MA 01823 ❑revn hy: e)_PORTIN _ I I I I I I I I I I I I I I I I I I I I I I 4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I f I I II i I I I I I I I 7CU I � �z t I I I ' I z z z z z O O O O U A A A N ]o Z D A R cp 0 z c c c c c 0 y mm A n D r I I I I > o I I I I I I a I I I I I I I � II II II I I i —1 I. 10'-0' 10'-0° 6 10'-0° 6 10'-0" L 10'-0" 10'-01 m PROPOSED CONDOMINIUMS for: ry° 4 � Martins BUILDING SECTION c�4� �. Design.Cpnstruction I 289 DERBY STREET I I I I@ u Peal Estate Development SAI-EM, MASSACHUSETTS 01910 scene: vs--n—o• { y ( , \ � { \ / ? m . � . � [ ) f :f No 112 Iq dd _ :y : l , 3~; 4f d . f . \ At l � § , � - , ~ %\ RR gElMffE : ( { �\ � � ( - / � R =080 CONDOMINIUMS for: STREET ELEVATION / . 289 DERBY STREET Real Estate Development} 1 . _. w_. �e��es �o _ . . _MARCH �. 4 q Salem ® Redevelopment Authority DESIGN REVIEW BOARD PROPOSAL 289 Derby St. — Proposed mixed-use development PROPOSAL: The proposal includes the construction of a six-story mixed-use development at the site of the Coastal Gas Station at 289 Derby Street. The proposed development will include retail use on the first floor and 38 units of housing on the upper floors. The proposal also includes public access to the South River. This proposal is at the Schematic Design Review level. 120 Washington Street • Salem, Massachusetts 01970 • (978) 745-9595, Ext 311 • Fax (978) 740-0404 ,e Salem ® Redevelopment Authority MEMORANDUM TO: Members of the Design Review Board `Y FROM: Tania Hartford, Economic Development Planner' �\ SUBJECT: 289 Derby Street— Schematic Design Review DATE: March 3, 2004 Enclosed are the revised Schematic Design plans for 289 Derby Street — Coastal Gas Station Redevelopment. I have tentatively scheduled a Special DRB Meeting for Monday,March 8 at 8:00am in the meeting room at 120 Washington Street, third floor,to discuss the changes and develop a DRB recommendation to the SRA. If these plans are still not in line with what you are looking for or if you have suggested changes that you would like me to relay to the development team prior to the meeting, please contact me at 978/745-9595 x311 or email thartfordCa?salem.com. Also,please let me know if you require more information prior to the meeting on Monday. Thank you. Enclosures 120 Washington Street • Salem, Massachusetts 01970 • (978) 745-9595, Ext 311 • Fax (978) 740-0404 'i he Salem News Online Page I of 3 The Salem News Online Plus Edition Monday, March 01, 2004 Condo tower planned in NEWS Salem BROWSER By Tom Dalton o Home o Pie One b Obituaries Staff writer 0 Ponce&Fire 0 Court SALEM - Slowly but surely, this city is 0 North Shore ©Uarts getting a skyline. a Record ini n The hotel being built on Pickering Wharf will o Features be six stories. The Cambridge developer ©M ne converting the old Salem Laundry building to ®Health At Home condominiums will add two floors to a four- 0 Weekender story building. ®Livi❑ 1 ssified And this week, a Peabody developer met with city officials to discuss another new Search edition ion "skyscraper": a six-story condominium at the site of Dave & Jack's Coastal gas station at 289 Derby St. Search "It will be a little shorter than Salem Laundry," said George Belleau of Town and Country Homes of Peabody. My Town Belleau bought the longtime gas station last 1 Beverly _I year for$1.3 million and has filed Go preliminary, or "conceptual," plans with the city to build 38 two-bedroom condos that he expects will sell for about $450,000 each. That's the same price range projected for Other pages on our condos under construction at the Laundry wrb site builcing and the old Bleachers building on I Navigate J Front Street. Click Here Barry Kossover, who runs the service station, said lie will continue to operate the business for a few more months. Business Information updated 24 hours a "I'll be sending a letter out the first of the day . month to my commercial accounts," he said. Click Here. http://www.ecnnews.com/cgi-bin/s/thestor2.pl?slug-coastal 3/1/04 'The Salem News Online Page 2 of 3 Belleau, who was born in Salem and whose father, Ernest, built homes here, emphasized that he is still early in the planning process. Email a News Tin But he has been watching the city closely, he said, and was encouraged by the recent expansion of the Peabody Essex Museum ar_d other projects,and decided to make a move. "I was intrigued with the whole waterfront aspect of Derby Street," he said. "There seemed to be a lot of great things happening." Belleau is taking on what could be a tricky project. The site has been a gas station for more than 50 years, which could mean there will be some degree of environmental cleanup. It abuts the South River and will require a state waterways license, an often lengthy process. To meet a requirement to provide parking on site, Belleau plans to build underground parking. "We're still researching that," he said. Belleau said he is an experienced developer who believes the condo market is hot in Salem and who loves this location. It is a short distance from Pickering Wharf in one direction and the museum in another, and borders the planned harbor walkway. He said he wanted a relatively tall building "to take advantage of views out toward the harbor." At this early stage, Belleau has met with city officials and discussed his plans with the Salem Redevelopment Authority's design review board. "I'd like to start construction next spring (2005)," he said. NEWS Home - Paee One - Obituaries -Police&Fire- Court-North Shore - BROWSER worts - For The Record - Opinion-Money -Health-At Home - Weekender-Living-Classified - Features http://Nvww.ecnnews.com/egi-bin/s/thestor2.pl?sl.ig-coastal 3/l/04 i ram CITY OF SALEM DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT STANLEY J.USOVWZ,JR. MAYOR 120 WAiHINGTON STREET•SALEM,MASSACJi sms 01970 JOSEPH P.WALSH,JR. TH -978-745-9595•FAX:978-740-0404 DIRECTOR October 22, 2003 Mr. Scott Grover, Attorney Tinti, Quinn, Grover &Frey, P.C. 222 Essex Street Salem,MA 01970 RE: Proposed Development — 289 Derby Street Dear Mr. Grover: Thank you for your submission and presentation of Concept Plans to the Salem Redevelopment Authority(SRA)for the proposed development at 289 Derby Street. We also appreciate your taking the time to sit down with us last week to talk about your preliminary plans. We are excited for your efforts to redevelop this is a very interesting and challenging site. As we discussed during our meeting,we expect there to be an extensive permitting process associated with the development of this site, as it falls under the jurisdiction of not only the SRA, but others including the Salem Planning Board,the City's Harbor Plan,the Conservation Commission,and the Department of Environmental Protection through its Chapter 91 permit. We see this parcel as one of the key link;between the downtown and the waterfront. As such,the SRA has demonstrated its interest in this site,through its development of its own concept plan and we appreciate that you have incorporated many of the elements of that plan into your concept plans for the site. In particular, as I mentioned at the SRA meeting and in the meeting we had on this project,several positive aspects of your proposed plan include the following: Locating the building at the street edge improves the streetscape along Derby Street. The plans show an active use on the first floor. The proposal calls for a mixed-use development with retail on the first floor and residential units on the upper floors. As we noted at the SRA meeting and during our meeting last week,we noticed several critical issues that at this early stage we would like to bring to your attention. Building Height. Your proposed plans show a six-story building. While we do fully expect the development of this site to include a building that is taller than its one-story,adjacent uses, the height of the proposed building,as we discussed,is dramatically out of scale with the other buildings along the South River. Currently,the site is surrounded by a gas station on one side,a one-story warehouse on the other side,and no development across the river. Further,the tallest structure along the river is the parking garage located on the corner of Derby and Congress Streets, which is three stories with parking on the roof. In addition, as we discussed, Chapter 91 has its own restrictions on height, stating that a structure can be no taller than 55 feet within 100 feet of the river, which you must take into account during the revision of your plans. We continue to ask you to reconsider the height of the building and consider a design that "steps up"the height to comply with Chapter 91 and fit more with the scale of the surrounding buildings. Harbor Plan Compliance. The City of Salem Harbor Plan requires a number of development regulations along the South River that call for a variety of streetscape and other public infrastructure improvements aimed at enhancing the quality of life for residents and businesses alike,establishing connections with.he downtown to the waterfront,and promoting visual and physical access to create a vibrant waterfront. We were happy to hear that you are considering ways to incorporate a walkway that.ies in with the walkway being built at the Hess Gas Station. We encourage you to continue looking into ways you can comply with the spirit and letter of the Harbor Plan. Lot Coverage. Your concept plans show a parking facility that includes a rooftop garden. Both as a matter of zoning and compliance with the Harbor Plan,all structures are counted as part of your lot coverage—because the parking facility contains a roof,it is considered a structure. It appears that the entire lot would be covered by this proposal and therefore does not comply with zoning or the Harbor Plan which typically allows no more than 50 percent lot coverage on new construction or in the South River area. We would be happy to work with you on the application of allowable lot coverage. The next step for the project is review and comment by the Design Review Board (DRB) at the Schematic Design Review level. As you requested,we are continuing the review by the DRB until the next meeting. I anticipate that you will be making substantial changes to your plans,so I would like to meet with you again prior to the next DRB meeting.Please contact Tania Hartford in the Department of Planning and Community Development to set up this meeting or if you have questions regarding the review process. I hope that you find these preliminary comments helpful. As I told you in our meeting,if you can comply with the Design Review Standards, we would be happy to support your project. I look forward to seeing your revised plans and working with you in the future on this important development project in the City of Salem. Feel free to contact me at 978-745-9595,extension 311 if you have any questions or need further information. Sincerely, Joseph P. Walsh Executive Director cc: Members of the Salem Redevelopment Authority October 21, 2003 Mr. Scott Grover,Attorney Tinti,Quinn, Grover&Frey,P.C. 222 Essex Street Salem,MA 01970 RE: Proposed Development- 289 Derby Street Dear Mr. Grover: Thank you for your submission and presentation of Concept Plans to the Salem Redevelopment Authority(SRA) for the proposed development at 289 Derby Street. We also appreciate your taking the time to sit down with us last week to talk about your preliminary plans. We are excited for your efforts to redevelop this is a very interesting and challenging site. As we discussed during our meeting,we expect there to be an extensive permitting process associated with the development of this site, as it falls under the jurisdiction of not only the SRA, but others including the Salem Planning Board,the City's Harbor Plan, the Conservation Commission, and the Department of Environmental Protection through its Chapter 91 permit. We see this parcel as one of the key links between the downtown and the waterfront. As such, the SRA has demonstrated its interest in this site, through its development of its own concept plan and we appreciate that you have incorporated many of the elements of that plan into your concept plans for the site. \ 5LI*y`r v4JA4 \ � QA0� 1 In particular,several positive aspects of your proposed plan include^the following: w ' �L at the street edge\d improves the streetscape along Derby Street. _ • The plans show an active use on the first floor. , } �}.�� new, The proposal calls for a mixed-use development with a residential cawp mrm. iskls As we noted at the SRA meeting and during our meeting last week,we noticed sever�✓,�ssues that at this early stage we would like to bring to your attention. O Building Heizbt. reproposed plans show a six-story building. While w ally expect the development of thiclude a building that is taller than it adjacent uses, the height of the proposed building, as.F@wWaow,is - ...1.__r with the�g buil_ding The site is surrounded by a gas station on one side a oriesto2-,wajjk1g h �gt,her side and no development across the river. Further,side, . �, �.t, end A 11 1 1 the parking garage located on the comer of Derby and Congress Streets Q'Dllr Stories l" $� } e ertan Ks .S AA wc. d�xwxl In addition, Chapter 91 has its own restrictions on height, which you take into acco t during the revisio po your pl s. s..l,w+-�O G''1c- Jo etc c 64 , d'cj arbor Jan Compliance. The City of Salem Harbor lan calls for a number of development regula ns, especiallywpith regards to public access. t _,. ,.: 1,i r'L/i..�i.....b ..... :.eniiu p e...�l.,.....✓y .;�.cct. 'Pli2'i'I'�be� at '.` i1n ar dev I a minimum a a„ll_.�I,c "- r - ik.. : .6 -ae ao to &iver in e were happy to hear that ou are considering s to incorporate a walkway that ties in wi the walkway U1 being built at ess Gas Station. a encourage you to continue looking into ways you can w comply with the sport and letter of e Harbor Plan. Lot Covers e. Your concept plans show a parking facility that includes a rooftop garden. Both t J • as a matter of zoning and compliance with the Harbor Plan, all structures are counted as part of (1014 }your lot coverage—becausee tl a faci it me roof, it is considered a structure. It J appears that the entire lot o ered e e o e does not comply with zoning or the Harbor Pl e would be happy to work with you on the application of allowable lot coverage.�► ItLL i,n� &�np � , SW* �(AA.6v- P&O The next step for the proje is review and co nt by the Design Review Board (DRB) at the Schematic Design Review level. As you requested, we are the review by the DRB until the next meeting on Wednesday, November 19 at • ontact Tania Hartford in the �D Department of Planning and Community Dev nt r u ave qu tions regarding this review 1 process. � I hope that you find these preliminary comme s help s we told y in our meeting, if you can comply with the Design Review Standards, e would be happy t upport your project. I look& forward to seeing your revised plans and king wi the future on this important development project in the City of Salem. Feel free to contact me at 978-745-9595, extension 311 if y u have any questions or need further information. Sincerely, ��•�� Ck��S�%A t ply Joseph P.Walsh 111 V Executive Director p� • CC: Members of the Salem Redevelopment Authority �C 5� CITY OF SALEM DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT STANLEY J.USOVICZ.,JR. MAYOR 120 WA.,i-iwc,Fou S,RLLl •SALEM,MASSAk TusLTTb01970 JOSEPH P. WALSH,JR. TEL:978-745-9595•FAX:978-740-0404 DIRWFOR October 22, 2003 Mr. Scott Grover,Attorney Tinti,Quinn, Grover&Frey,P.C. 222 Essex Street Salem,MA 01970 RE: Proposed Development—289 Derby Street Dear Mr. Grover: Thank you for your submission and presentation of Concept Plans to the Salem Redevelopment Authority(SRA) for the proposed development at 289 Derby Street. We also appreciate your taking the time to sit down with us last week to talk about your preliminary plans. We are excited for your efforts to redevelop this is a very interesting and challenging site. As we discussed during our meeting,we expect there to be an extensive permitting process associated with the development of this site, as it falls under the jurisdiction of not only the SRA, but others including the Salem Planning Board,the City's Harbor Plan,the Conservation Commission, and the Department of Environmental Protection through its Chapter 91 permit. We see this parcel as one of the key links between the downtown and the waterfront. As such, the SRA has demonstrated its interest in this site,through its development of its own concept plan and we appreciate that you have incorporated many of the elements of that plan into your concept plans for the site. In particular, as I mentioned at the SRA meeting and in the meeting we had on this project, several positive aspects of your proposed plan include the following: • Locating the building at the street edge improves the streetscape along Derby Street. • The plans show an active use on the first floor. • The proposal calls for a mixed-use development with retail on the first floor and residential units on the upper floors. As we noted at the SRA meeting and during our meeting last week,we noticed several critical issues that at this early stage we would like to bring to your attention. Buildine Heieht. Your proposed plans show a six-story building. While we do fully expect the development of this site to include a building that is taller than its one-story, adjacent uses, the height of the proposed building, as we discussed, is dramatically out of scale with the other buildings along the South River. Currently,the site is surrounded by a gas station on one side, a one-story warehouse on the other side, and no development across the river. Further,the tallest structure along the river is the parking garage located on the comer of Derby and Congress Streets,which is three stories with parking on the roof. In addition, as we discussed, Chapter 91 has its own restrictions on height, stating that a structure can be no taller than 55 feet within 100 feet of the river, which you must take into account during the revision of your plans. We continue to ask you to reconsider the height of the building and consider a design that "steps up" the height to comply with Chapter 91 and fit more with the scale of the buildings surround it. Harbor Plan Compliance. The City of Salem Harbor Plan calls for a number of development regulations along the South River that call for a variety of streetscape and other public infrastructure improvements aimed at enhancing the quality of life for residents and businesses alike, establishing connections with the downtown and the rest of the waterfront, and promoting visual and physical access to the water. We were happy to hear that you are considering ways to incorporate a walkway that ties in with the walkway being built at the Hess Gas Station. We encourage you to continue looking into ways you can comply with the spirit and letter of the Harbor Plan. Lot Coveraee. Your concept plans show a parking facility that includes a rooftop garden. Both as a matter of zoning and compliance with the Harbor Plan, all structures are counted as part of your lot coverage—because the parking facility contains a roof, it is considered a structure. It appears that the entire lot would be covered by this proposal and therefore does not comply with zoning or the Harbor Plan which typically allows no more than 50 percent lot coverage on new construction or in the South River area. We would be happy to work with you on the application of allowable lot coverage. The next step for the project is review and comment by the Design Review Board (DRB) at the Schematic Design Review level. As you requested, we are continuing the review by the DRB until the next meeting. Since you will most likely be making substantial changes to your plans,we would like to meet with you again prior to the next DRB meeting. Please contact Tania Hartford in the Department of Planning and Community Development to set up this meeting or if you have questions regarding the review process. I hope that you find these preliminary zomments helpful. As I told you in our meeting, if you can comply with the Design Review Standards, we would be happy to support your project. I look forward to seeing your revised plans and working with you in the future on this important development project in the City of Salem. Feel free to contact me at 978-745-9595, extension 311 if you have any questions or need further information. Sincerely, Joseph P.Walsh Executive Director CC: Members of the Salem Redevelopment Authority Zoo (0 -SLOP LL LL A,G1 tt/(/IYjI III 7INAI d � it Inn K lWo _ 7ov�t�u P t �?trP✓ i -I Q, U _ �,V �/V1'F11gM/M,lt October 16, 2003 Mr. Scott Grover,Attorney Tinti,Quinn, Grover&Frey,P.C. 222 Essex Street Salem,MA 01970 RE: Proposed Development—289 Derby Street Dear Mr. Grover: Thank you for your submission and presentation of Concept Plans to the Salem Redevelopment Authority (SRA) for the proposed development at 289 Derby Street. We are happy with your willingness to work with the SRA and the City on the development of your preliminary plans. This is a very interesting and challenging site, and we are excited for your efforts to redevelop it. As we discussed when you met with us, we expect there to be an extensive permitting process associated with the development of this site, as it falls under the jurisdiction of not only the SRA, but others including the Salem Planning Board, the City's Harbor Plan, the Conservation Commission,and the Department of Environmental Protection through its Chapter 91 permit. The SRA has demonstrated its interest in this site, through its development of its own concept plan. We see this parcel as one of the key links between the downtown and the waterfront. With that,we appreciate that you have incorporated many of the elements of that plan into your concept plans for the site. In particular, several positive aspects of your proposed plan include the following: The building is located at the street edge and improves the streetscape along Derby Street. The plans show an active use on the first floor. The proposal calls for a mixed-use development with a residential component. As we noted at the SRA meeting, we noticed several issues that at this early stage we would like to bring to your attention. We would like to take this opportunity to provide you with these preliminary comments concerning your plans: Buildine Heieht. The proposed plans show a six-story building. While we fully expect the development of this site to include a building that is taller than its adjacent uses, the height of the proposed building, as you know,is not in keeping with the surrounding buildings.The site is surrounded by a gas station on one side, a one-story warehouse on the other side, and no development across the river. Further, the building located on the corner of Derby and Lafayette Streets is two stories and the parking garage located on the corner of Derby and Congress Streets is four stories. We encourage you to consider a building of four or five stories or a design that "steps up" the height of the structure. In addition, Chapter 91 has its own restrictions on height, which you should take into account during the revision of your plans. • Harbor Plan Compliance. The City of Salem Harbor Plan calls for a number of development regulations, especially with regards to public access. Your concept plan limits public access to the South River by precluding an access point from Derby Street. The Harbor Plan requires that development of this site include, at a minimum, a walkway from Derby Street to the South River in order to provide a better connection from the downtown to the waterfront. Please reconsider ways you can comply with the spirit and letter of the Harbor Plan. • Lot Coveraee. Your concept plans show a parking facility that includes a rooftop garden. Both as a matter of zoning and complian_e with the Harbor Plan, all structures are counted as part of your lot coverage—because the parking facility contains a roof, it is considered a structure. It appears that the entire lot has been covered and therefore does not comply with zoning or the Harbor Plan. We would be happy to work with you on the application of allowable lot coverage. As you are aware, the next step for the ?roject is review and comment by the Design Review Board (DRB) at the Schematic Design Review level. The next meeting of the DRB is on Wednesday, October 22 at 6:OOpm. Please contact Tania Hartford in the Department of Planning and Community Development if you have questions regarding this review process. I hope that you find these preliminary comments helpful. I look forward to seeing your revised Plans and working with you in the far-ire on this important development project in the City of Salem. Feel free to contact me at 978-745-9595, extension 311 if you have any questions or need further information. Sincerely, Joseph P.Walsh Executive Director cc: Members of the Salem Redevelopment Authority - ? ail TY KA � ^�T PIW k4 J kf v" 14WA _ � 50 ,�✓ �INYI C i Ir - I� I CONCEPT PLANS FOR; 289 DERBY STREET Martins Design z Construction Real Estate Development c du • ' o o� "1 N � I 41- W N • � J1 I I N I � Y I 7 � I • I -N N ' i t)04LtsY %rr*OT ol a s wPe-I Up - I is sz W J -P. J � • W � J • 5 ( 00 J �R o I � O�• .'... . �_ i lid it i.LL..0 � L _ i I 9N S 1 v 'v F I-F W � N .I i It - - ► _ _ �� N 8 � � 0 h 1-� �, s � ; � � �� ;-� 4l �a \� �f - g �; � � ��}[% �k � 4 0 G �.� Z � � . � � � . 1-} 0 � N �� a a tom. it..... .�.. I��lJV.!� '` ((� �q 4 V 1'Y �! 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IFS � iy r a � ` t S � O � � Y o ' o 1 � r kI Y tiJ aueaeei:raa enm>rr::aro sax.yyeyyi_il.e N i 0 M ON Iq N A-t .l _l It >1 Q r � I IIII I N a I ' � Q J f If. hll I1141�4 I61411 ►NI1�� Itll li fl x a - a �T AL 2 . JF— N 1 � I - � AA lb MWWWOOOO a � C� M i i r I s�� I f n 1 _ -� � N M � S y\I t4 I r CONCEPT PLANS FOR: 289 DERBY STREET Martins Design a Construction Real Estate Development TINTI, QUINN, GROVER & FREY, P.C. 222 ESSEX STREET SALEM, MASSACHUSETTS 01970-3705 WILLIAM J.TINTI TELEPHONE WILLIAM B..ARDIFF(1965-1995) tintl®shore.net (978)745.8065 - (978)744-2948 MARCIA MULFORD CINI WILLIAM F.QUINN TELECOPIER OF COUNSEL WilliemFQuinn®aol.com IPSWICH OFFICE OTT G SC M. ROVER (978)745-3369 TWO CENTRAL STREET tiOTT or. IPSWICH,MASSACHUSETTS 01938 MARC P.FREY (978)356-7878 MPF®shore.net October 1, 2003 RECEIVED BY HAND ul I - , !UO3 Joseph P. Walsh DEFT. OF PLANNING& Executive Director I COMMUNITY DEVELOPMENT Salem Redevelopment Authority 120 Washington Street Salem, MA 01970 RE: 289 Derby Street, Salem, Massachusetts Dear Joe; This office represents George D. Belleau, Trustee of 289 Derby Street Realty Trust, the owner of the above referenced property. I have enclosed seven (7) sets of conceptual plans for the proposed development at the property. I would appreciate it if you could arrange for this matter to be on the agenda for the October 8, 2003 meeting of the Salem Redevelopment Authority to begin the process of schematic review. Thank you for your assistance in this matter. Very truly yours, co . ro SMG/pdd Enclosures CO AY� I V`S � u� on xfd4 V. zog y Sf ,e Salem ® Redevelopment Authority DESIGN REVIEW BOARD RECOMMENDATION 289 Derbv St. (Coastal Gas Station) - Proposed mixcd-use development PROPOSAL: The proposal induces the construction of a six-story mixed-use development at the site of the Coastal Gas Station at 289 Derby Street. The proposed development will include retail use on the first floor and 38 units of housing on the upper floors. The proposal also includes public access to the South River. This proposal is at the Schematic Design Review level. RECOMMENDATION: At their meeting on March 8, 2004, the Design Review Board recommended approval of the Schematic Design proposal as revised through the DRB review of the project and requested that the Final Design Plans include finer detailing in the design and refinement of the roof design. 120 Washington Street • Salem, Massachusetts 01970 • (978) 745-9595, Ext 311 • Fax (978) 740-0404 _ CONCEPT PLANS FOR. 289 DERB Y S TREET ZONING ANALYSIS ` PARCEL IDENTIFICATION:34-0441-0 DEED REF BK 7021 PG 283 ZONING DISTRICT:B-5 r x* � AS PER SALEM ZONING ORDINANCE: PERMITTED PROPOSED (DRAWING LIST: I *`EXISTING SETBACK REQUERMAENTS: r � I GAS STATION -..� I SETBACK _ t' IDE SETBACK 15'-0" 5'-0" i i COVER ZONING PLAN STING STTE PLAN REAR SETBACK(BY DEP) 46'-0"(25%OF LOT DEPTH) I Al.l CONCEPTUAL UNDERGROUND PARKING REAR SETBACK(BY DEP CH.9)(H?IGHT) NOT TO EXCEED 55'-0"H WITHIN 100'-0" I A1.2 CONCEPTUAL FIRST FLOOR PLAN I I A1.3 CONCEPTUAL SECOND FLOOR PI.MT LOT REQU]REMENTS: 7I A1.4 CONCEPTUAL THIRD FLOOR PLAN(4th&5th SM11LAR) NGN MUM LOT AREA 2,000 SF 24,785 SF I A1.5 CONCEPTUAL SIXTH FLOOR PLAN MAXnAUM%LOT COVERAGE 50% 50% I A1.6 CONCEPTUAL ROOF PLAN - MIIIIMUM LOT WIDTH 30' 125.23' I A1.7 CONCEPTUAL FRONT ELEVATION MIN.LOT AREA PER DWELLING UNIT 500 SF 652 SF I A1.8 CONCEPTUAL SIDE ELEVATION t MAXIMUM#OF DWELLING UNITS 49 UNITS 38 UNITS I AL9 CONCEPTUAL REAR ELEVATION MA%IIt4UM BUILDING HEIGHT 70' 65.5' I I A1.10 CONCEPTUAL BUILDING SECTION MAXIMUM BUILDING HEIGHT(STORIES) 6 6 I A.Li l CONCEPTUAL STREET ELEVATION FLOOR AREA RATIO 3:1 2.75:1 I I I PARKING SPACES(1.5 PER DWELLING UNIT) 63 SPACES 58 SPACES I NORTH EXISTING SITE PLAN Martins MARCH 9, 2004 Design ® Construction Real Estate Development 130 SYLVAN STREET DANVHR.S, N ASSACHUSET'rS : 978.777.90$4 F. 978.7$0.4281 W.w .martinscoMVa eS.com S 03° 04'10' W I 5'- 0" SIDE SETBACK LINE —. t , OF IT lr ROOF LIkE I ; ` RAMP DOWN ' TO PARKING BE/OW N MA D �I yb* yam EST I PIARKING AT/ GRADE � p 1 e g9.92 LLI DEP N moo LSEOT DEPT NTED -- TBACK H R�vATE L IN I� I' rl ='TYR AJ ,li NO -UN . c C� ow N Oi zVON ul in i s yyy yj a = o 01) � W PUBLIC ACCESS FROM DERBY STREET I � — SET N 040 12'49' E 184.37' 'ir��b A o o.aw°q rv°meer - N O CII PROPOSED SITE PLAN CLI SCALE 1/14- — I'—O' Snee[ 2 oI I$ O I I I I I I UP TO STREET LEVEL I 16 LLLIdE I 33 i Q 1 S � I DOWN TO PARKING I T 150�1 SQ. FT. STORAG 18% SLOPE) z 0 - I f LL Q q sJ 3 aoa I UP 45 I 2 c 41 46 4'1 48 I 49 50 42 43 I 44 I I � 1 O II,_�- III Ij` \ I ONE-WAY f 2i y. � I 40 - I I I - - - -I - = - — V55 — — — I 22 La - -OB o W I I 58 6_1 56 5 54 53 i 23 z N o In I USYQ i 25 U1 N ONE-WAY I I _ 0 Cl < 3 6 'I II I w 26 o � N „ - _ mN�§ 35 34 uP I 30 29 II 28 21 � I 33 \2 �, 31 '�` � i I mw m>W, ELEV. ME CH. I It Mom ROOM I I I ^ Drawmg Number l 4 I A1 . 1 I I CONCEPTUAL PLAN 0 o v Q I , - - - - - - - - - -_- _ - - - - - - - - - - - - - - - - - - - UP TIO STREET LEVEL I ' 4 DOWN TO PARKINGi I a a x y 0a -------`-- - IL 0 ON II II 12 I I5 IL mn• Ci UP I I " CQMMERCIAL i 11 T7 I ( SPACE I y O 1 3 -2 1 x I ------ _ — - - - - - - - - - - - - — - - - — - — OB oW y 3 I I 0 1 2200 SQ. FT. 1 1 N z (J) ° zIn COMMON SPACE 0 FOR RESIDENTS W m 1 I wQa 6H I lH SH q N 0 m I 1900 SO. FT. �- T MAIL a N N I 1 I i pN I � o mWO:S> a HC u I �VY NO�Y C UP i =n mFN > LOBBY = rem N;'. I I I phi I Dr•wmg Nombsr y I 1 I I A1 .2 CONCEPTUAL PLAN . I. SCALE: I/IG" I'—O'• n_..a 9 0 i1 0 0 0 0 Q e1i0. I I - ---- - - - _ - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 11 I i I I i I I Z Q 1400 SQ. FT. I 1040 SQ- F T. I I I O o J P LL U _ ' S up — I I 1 I III III � � I II 1332 SO. FT- 1090 SQ. FT. ' I 0 W to ly 1350 SO. FT. F ( — I I I w CJ— I 1400 $Q. FT. I � Y " a 330 SQ. FT. a Q " a I I p I I IL a of IL I rlHCH. oN I up I 1400 SQ. FT. W) o mao I I e ;gem — — — — m �cm;m I I I I _ — — — — — _. _ IH o c mOF-3 II I I preWin9 Nme- I I I I I I AU CONCEPTUAL PLAN - 5..__ Q 4 o 04 Q I I I I I - - - , - - - - - - - - - - - - - - - - - - -- 1 I i 1 � I 1 I d a 1111 1140 SO. FT. 1 1040 SO. FT. ' 1 0 x rJuQ ON QF � i� UP �b — I I g s 1040 SQ. FT. 1090 SQ. FT. LINE OF BALD I — — _ _ _ _ LU ABOVE, TYP. t + — ` W to QL a 1350 SO, FT. s N 1400 �Q. FT. I N Y in o I a 1065 SQ. FT. I I W N MECH. I I I'll I I dOs I pew I f - 0 J K L I MECH. on ? I 1400 SQ. FT. P UP W y>M _ — _ — _ _ _ _ _ Ochs o`z M- I I 1 I o.ew„s wpm=-, 1 I I I A1 .4 (� CONCEPTUAL PLAN L SCALE: 1/14" - f-O" Sw=c L ar 12 I I - - — -- _ - - - - - - - -- - - - - - - - - — — — — — — -- I - ---- - - - ---_ — — — — — — — I , ' I I , I I 1106 SO. FT. 1005 SQ. FT. IL $ � I „ � I O I O ° x ; ffa ory , R. rc � III I I X eea j I � I I I I I . I I I I 1045 SQ. FT. 1090 SQ. FT. i I I Lu La �/ a 1215 SQ2. FT. o W Zmm oofxu a 1002 SQ. F-. I O W N it LIMIT OF ROOF TOP uN Q s ECH. TOP UNIT TERRACE FOR N 0 RESIDENTS ONLY PPPP L T w O N0 J IL NECH, ON �r a r _- - - - _1 _ - - - - - - - w O[0 jr 3 - - - - - - - - - § M �az` mpl-3 I I T Oremine Nun`x- II I I - I A1 .5 CONCEPTUAL PLAN SCALE. 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Real Estate Development SALEM, '1453ACHUSETTS 01910 Saae: vm--r—o• D SM 3 Oe[a, MARCH 9. 2004 vyevAS8 Orwi be: B_FORTIN T: 978-777-9084 W:MwwmvLLecvnpuieacw 1,206o4nav 4-OLaw.:,µ E EMIO VLL-818 .� NI*e HO 9 .Rq :-I-C I.-A -- ie 0, r� m POOL 'B HDMtlY ,oie0 leans ^IDS OEI \, .o-d-.evl ••I=as OL610 s11IHIsnHZ)V33 VW u31Vs luawd.1md 87e163 Ism ¢ C V 1��c11S hG�!Iaa 68Z uoll rilsua�•uBRop c NOLLVAS-1a 1NONA .joj swnINIWOGN0Z) QaSOdON.I S6F!173I)v o w z O F- Qo W - J ' „9-,59 W F- „O-COI 1 .O-,OI 1 "o-,OI 1 „O-1OI 1 ,.O-,OI I „O-,OI 06 I I Un I I I I I I 0 I I I I I I I I I I I I I I I I I I n 1 } � lP � I �I I ' W, e MomValli _toe > uwaipndewmptwxnv.,N, N NI1210�-B °A9 omv°O b808-GLG-BL8l n m 5 EZ810 tV 'v°v^uvO 9 LOOL 'B HD?IV LI �qv0 Ieags uenlGB OEI Z `o .o—.I-.eln :alvvg OL610 S113StlH0V9SVW 'WHIVS luuwaluiup qqy luny �.9NaC3 68Z uoll unil+vop.u6lacp as NOIlV/13l3 1H71?J .joi SWnINIWOQNOO a3SOd0N l SuTljrw o m z O f-' Q } w J WO W ` N =' H w � u I I I I I I I 1 I I I I w F- I I N 7 1 I x tr >: �.rs` r�neanuEa:. - I � r � xl3 .,a 'U - ,1 I x. �,� III � I f Heir r FI sr.. .MrYf' 4F.IL' F.Rl�M FM2tl@ I - I I I I I I I I I I I I I I I I I i I i i I I I I i i I I i I I i f iV�7' ] S"R+�eM�M r gc v".Fail st�f r< ' � w r - I JtI) a II ilk, oft 70 I tl] "i�t y ,u] �`✓ I a I 'x' i.I• {{ II I I I I I I I I I Dy I I mlo�-oe io'-ofr � io'-oe P01-oe j, lot-oe jt lo'-o° j. � m e m 611-5 1/81, oD O z o M�1Y1S PROPOSED CONDOMINIUMS for: 1�+a�+ y111on FRONT ELEVATION Design w Construction 289 DERBY STREET Real Estate Development SALE11. p7ASSACHUSETTS 01910 Data: MARCH S. 2004 130 Sylvan r 1 3 Danvers. MA OIB23 Drewn 6yi B_FORTIH W:www.malMcoapaNesewn e ' f - ��IJJIIII = 1iKvcou� — f 1 t ) W u e cT 5 C J11.-I�i. � u. D c et I� 'Tl Martins Design Construction Real Estate Cevelopment 130 Sylvan Sheet Daevers,NIA Oi923 Le-16 s�FT Ih s -t5 o R 0 b { c =_ 0 ti-�- N Or - o t 0 rtis �e5ign ■ Construction (:><D Real Estate 4evelWjent _.201 0dCU N i r L n O� � a •,lal pl�,d4.�IlLI lR Co + t� a � M j Lr.u.L..uUUj It L+ Vrr_ C T T n � - N � Martins Design a Coistruction Real Estate Development 130 Sylvan Street Danvers,MA 01923 a l FQ• �• 3a of ± T N `r I+ I+ ' y V it 1 r O 0 F v 1+ F i� I w , N �l 431-0 ° — Martins Design Construction Real Estate Development 13U Sylvan S6eei Dimrs.MA 019?? � nv►� sue' ,, WWvArWSre�S T O ro 6 0 Irk c N - ,n ) 1� ✓� N , I , cC �l • y G C� �3 Ma �o�structio� OS�gil melt �m�eu.FinaiyP, D -ate Develop - Real ES- _ - — - 13C SYwanSireel D, 1 1 �i y � l CP I� W i - I _ N jl - I q+ ��5 T-o -)I),) N Ip N V 41 NLTI � it N ( T Ar -1Vq Y y( � a i • I � 1 . 'ftm%.ft Martins Design s Construction Real Es,.ate Development 13C Sylvan Street Danvers,MA 01923 0 M 1 Nh55f2H'lJ��1tS � L m'x 'fir, .'�` � a'r � ,��•:''�`� � �;:1 ��ii �� .. �,' Awl Mm �� e— .a ` � tom% v� ( 4 S <U . _. \ 1 , rr -�� 1 \_w .A 1 _ `is 1 -. i1 WON I'Mrll' a 1 �e HH: i rr tiH r �11� s- mar1� i�rlr'1 i r 4 u� rr� uE i k, t 3 iiyT;�� i 4l� 2 '3 r> �ai 4Y}-`ATM ) GaFi s+ �� "if�'A.aF4li��y±,L�� h.tiY __...) F' y (.•� ..Ft, 3 r :3 a tic�ya.'r? w.- +�'� �^+E ,r I ` i _T Y `F>l rrg -, 'N r� r Y d a aE U "ld �K + Martins Desigr a Construction Real Estate Development 13)Sylvan Street Danvers.MA 01923 2 ° N.�h14rt+U N � I' I ®ii ' Mal / 91 so ®roll., 1I Islam li� ,tt�� . rl ® tP fil R.S� i z\ i•'`yJ b'p N.� <1'6121 All n may ur•s\ I �I�=� ici�ipll' �!®■IBaW91 - ' � :l� Ci d ® / � am iiil 4®®i �I slow ,; UT elIM fl I '�1�� '��llri :I��I •r■ ail i Off io r\\u■► s ■ei ��Y�l ��'ar g+u�� ,��r �a �v I so 10,01 RARE in sign • r. � r • I CONCEPT PLANS FOR: 2 8 9 DERB Y S TREET ZONING ANALYSIS PARCEL IDENTIFICATION:34-0441-0 �. .. DEED REF BK 7021 PG 283 ZONING DISTRICT:B-5 AS PER SALEM ZONING ORDINANCE: +� . i"':::d: : ` •; ' :>5: y}, PERMITTED PROPOSED DRAWING LIST: I ' EXISTING .�^x 1•� `,''`1 FSETBACK REQumEnmvTs: GAS STATION j FRONT SETBACK - - COVER ZONING ANALYSIS,EXISTING SITE PLAN SIDE SETBACK 5'-0" 5'-O" I Al PROPOSED NORTH ELEVATION-STREET SIDE REAR SETBACK - - I A2 PROPOSED DERBY STREET VIEW --J A-1 PROF'06YD HARBOR VIEW I LOT REQUIRMAE TS: I A4 PROPOSED BASEMENT PLAN I MIlVRV LOT AREA 12,000 SF 24,785 SF I I A5 �ROPOSED FIRST FLOOR PLAN 1 MAXIIHUM%LOT COVERAGE 150% 50% I '1 A6 PROPOSED SECOND FLOOR PLAN 1 MINIMUM LOT WIDTH 130' 125.23' I I A7 PROPOSED TYPICAL UPPER FLOOR PLAN(3,4,5) 1 MIN.LOT AREA PER DWELLING UNIT 1500 SF 590 SF ]AS PROPOSED UPPER LEVEL PLAN(6) 1 MAXMW#OF DWELLING UNITS 149 UNITS 42 UNITS I I A9 PROPOSED TYPICAL DWELLING UNIT PLAN MAXIb rUM BUILDING HEIGHT 170' 165' 1 \ MAXIMUM BUILDING HEIGFPl(STORIES) 16 6 x FLOOR AREA RATIO 3:1 3:1 1 PARKING SPACES(1.5 PER DWELLING UNIT) 63 SPACES 63 SPACES NORTH EXISTING SITE PLAN Martins SEPTEMBER 26, 2003 Design p Construction Real Estate Development 130 5 YL'VAN STREET DAN V F,RS,MASSACI3USETTS T.W 978.777.90$4 F. 978.7.50.4281 -ww W.mazYanscompanl.0s.com I CONCEPT PLANS FOR: 2 8 9 DERB Y S TREET ZONING ANALYSIS PARCEL IDENTIFICATION:34-0441-0 DEED REFFBKBK 707021 PG 283 ZONINGDTSTRICT:B-5 - C^ ,., AS PER SALEM ZONING ORDINANCE: :.: . :.:.... yy� PERMITTED PROPOSED DRAWING LIST: EXISTING- ..- SETBACK REQU1RHIv¢NTS: �A;. GAS STATION ' FRONT SETBACK - - I COVER ZONING ANALYSIS,EXISTING SITE PLAN .. 4 SIDE SETBACK C1.1 PROPOSED SITE PLAN REAR SETBACKBY DEP) 46'-0"(25%OF LOT DEPTH) Al.l CONCEPTUAL UNDERGROUND PARKING REAR SETBACK(BY DEP CH.9)(HEIGHT) NOT TO EXCEED 5'-0"H WITHIN 100'-0" A1.2 CONCEPTUAL FIRST FLOOR PLAN A3.3 SECOND FLOOR PLAN I 1 CONCEPTUAL SE I _ I I _ 2i LOT REQUIREMENTS: A1.4 CUNCEPI UAL THIRD FLOOR PL,API oth& 5th.RTMTT.AR)_ •*'t:d:+ ,o":'^r, _.,. _ MINIMUM LOT AREA 2,000 SF 124,785 SF I A1.5 CONCEPTUAL SIXTH FLOOR PLAN I MAXCAILTM°5 LOT COVERAGE 50% 50`Yo I I A3.6 CONCEPTUAL ROOF PLAN I - MINIIAUM LOT WIDTH 30' 125.23' I A1.7 CONCEPTUAL FRONT ELEVATION 1 MIN.LOT AREA PER DWELLING UNIT 500 SF 652 SF I A1.8 CONCEPTUAL SIDE ELEVATION MAXIMUM#OF DWELLING UNTIS 49 UNITS 38 UNITS I A1.9 CONCEPTUAL BUMI)ING SECTION MAXIMUM BUILDING HEIGHT 70' 62' I A1.10 CONCEPTUAL STREET ELEVATION t MAXIMUTM BUII-DING HEIGHT(STORIES) 6 6 I 1( I FLOOR AREA RATIO 3:1 2.75:1 - .. I I I I PARKING SPACES(1.5 PER DWELLING UNIT) 63 SPACES 57 SPACES - I I . ORTH EXISTING SITE PLAN- Martins . Martins FEBRUARY 18, 2004 Design ■ Construction Real Estate Development 130 SYLVAN STREET DANVE S, MA.SSACFIUSETTS 'I'. 978.777.90$4 F. 978.750.4281 W.www.mar[mscompa cs.coin S 030 04'10" W m o � � i 5'-0" SIDE SETBACK J_INF { ......_ 11 ._. .... ............ '.......m_.e_..m....... f RAMP DOWN TO PARKING BELOW I ' pEP�{EI R > ES �ICTIpN JI i; Z a ° f y PARKING ATI GRADE I -99.'42 < w LO AEP H 7Ep . SET Ilk- �'�ZFi>A BC LINE H.� �i ; I ^►1 uj 0 N I,,`. z ✓1I�1 s'�,�c�if .'��,g N N f O n7 d c N m 0 "moo PUBLIC A _ _ _ i Boa: CCESS FROM DERBY STR=ET 5'- C. T•OE N 040 112'49' E 34.37' N>104 � o¢ mDt3 Dewing NumOer N(D OPROPOSED SITE PLAN C l . l CL1 SCALE, 1/I4" — 1'—O' 1 1 Shie: 2 of 12 I I I I I I I - - - - - - - - - - - - UP TO STREET LEVEL I 750130. FT. I STORAG I Y DOWN TO PARKING a °o M�CH. I I (8% SLOPE) 0 0 < II I I— _. S p U I I C up j Q W 41 42 i 43 44 145 46 4-1., 48 49 I— I40 I IIII i I - i 3 20 l 39 I I \ I ONE—WAY I I I \ I I I 21 - — L -- - — — — I, I 38 - - - - - - - - - — 22 57 3, 56 55 5 i 53 52 I 51 50 I I 23 � o I — ,.._o. �_ _ _ I II F \J II 36 II I I i I 24 z N I I o or ONE-WAY I I 25 U w N Hi II 35 II I I ---->. I I I N Q = _ 26 � m ro � II II I I a N N I 34 33 UP '1, 1 r/vJ c Nm� a O 32 131 30 29 II 28 27 d w-om ELEV. ROOM MECH. j II I I " mOF3 I I . II I I i I I Drew,np ti•._ I I I I I L J 1 1 1 OCONCEPTUAL PLAN A1.1 SGALM: 1/I4— 1-0' 1 �-_- - ` I I 1 i I- - - - - - - - - I - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - I �UP TO STREETLEVEL Ii. DOWN TO PARKING I z I ' I 1 liup Is OD ri i c e B — 1 — — �i 1O j 14 i E moo CQMMERCIAL I I I SPACE 9 13 2 I I I -_ 12 T 4_ I I i ' I I II— - - - ---- I f 12200 SO. FT. j I I — — UJ I a1yo C I , zm " I II u ly 7 I / 16H �H 8H W W N MAIL / I 1900 SO. 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SCALE. t/W — 1'-O" I I I I I I I I I I I I I I I I I I I _ = I I I I I = I _ 1 I I I I = I I I il I v Q I I I I I I ME� i > O mZ C � � m , r _ M o < • D O z Martins PROPOSED CONDOMINWMS for: pRONT ELEVATION Design-Construction 289 DERBY STREET Real Estate Development SALEM. MASSACHUSETTS 01910 stele: vlr-r-o 130 Sylvan Str..t Date, FEBRUARY Ia. 1004 Danvers, MA 01923 Dram. Le: B_FORTIN T 978-777-9084 T:wxwnwlawmparvemwn I I I I I I I I I I I I I I I I 13 E4 - I_7F I 1 = 1 = I I I I I I I I 1119 I I I I I I e 0 I I I I I I I I I I I I > � I m T rz tP om r m D O z Martins PROPOSED CONDOMINIUMS Pa: RIGHT ELEVATION Design-Construction e evelopent 289 DERBY STREET H� z Heel Estate Development SALEM. MASSACHII5ETT5 019'10 1 130 Sylvan Slrsat Data: FESRUARY 18. 2001 0an'are. MA 01923 Drmm� byi B_FORTIN V�J TT 878—]TT—B084m com W aa.a e�. Y o O r U N aQ t7 O w — — — — — — — ' UNIT IIC�?2II Jti,- II . — — — — — — — O O - I UNIT ==II UNIIFT 0W o - - - - - - - - — I UNIT I Z ~ O N UNIT __ =.I UNIT U U g 11 IL W W " _ PARKING II SPACE RCIAL I I O s 1 III IlI IL (X) W 0. N w a I PARKING _ - ------— RAMP DN TO PARKING p _____----- PARKING J� ypm p m0• �oc mOF3 ❑�aw��a H�mee� • O CONCEPTUAL SECTION A1 .9 fShut 11 of 12 dzl , Call I � _ 19 I 1R d. "� a 33t y 1 .. �I I Nj F + { b, It �+' 5 7n, Y y ]p} I 1� B Y f � 1 ;I fir' 4 e VVVV ME '' < 4 lu y4 1 k [?R{1 3 {tl =eP1, ( E 1 � r I + IDEM111 N ° Martins PROPOSED CONDOMINIUMS for: 1 �a Resin.Construction 289 DERBY STREET 5—BEET ELEVATION € N Reel Estate Development SALEM, MASSACHUSETTS 01910 Scala C Dm FEERJ u FEE RJARY Ia. 30012. 5S 0. 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I MEN .( 1 F Il�man AM t !J f I , I if CONCEPT PLANS FOR: 289 DERBY STREET I ' ZONING ANALYSIS PARCEL IDENTIFICATION:34-0441-0 DEED REF BK 7021 PG 283 1 ZONING DISTRICT:B-5 w� ~ yN AS PER SALEM ZONING ORDINANCE: PERMITTED I PROPOSED I DRAWING LIST: i' EXISTING 7 , SETBACK REQUIREMENTS: GAS STATION FRONT SETBACK - - COVER ZONING ANALYSIS,EXISTING SITE PLAN " SIDE SETBACK 5'-0' 5'-0' I AI PROPOSED NORTH ELEVATION-STREET SIDE I it 1 REAR SETBACK(BY DEP) 46'-0'(25%OF LOT DEPTH) 1 J A2 PROPOSED DERBY STREET VIEW REAR SETBACK(BY DEP CH.9)(HEIGHT) NOT TO EXCEED 55'-O"H WRHIN 100'-0" 1I A3 PROPOSED HARBOR VIEW I I A4 SECTION A LOT REQUIREMENTS: I A5 PROPOSED SECTION B F }` ----- MINIMU SFJAG PROPOSED SITE PLAN MAXIMUM%LOT OVERAGE 50a% 50096 SF I A7 PROPOSED TYPICAL DWELUNG UNIT PLAN MINIMUM LOT WIDTH 30' 125.23. MIN.LOT AREA PER DWELLING UNIT 500 SF 652 SF MAXIMUM#OF DWELLING UNITS 49 UNITS 38 UNITS MAXIMUM BUILDING HEIGHT 70' 65' MAXIMUM BUILDING HEIGHT(STORIES) 6 6 I C FLOOR AREA RATIO 3:1 2.75:1 1 r I � 1 PARKING SPACES(1.5 PER DWELUNG UNIT) 63 SPACES 53)SPACES . �NOR7H I EXISTING SITE PLAN Martins " JANUARY 15, 2004 Design ® Construction Real Estate Development 130 SYLVAN STREET DANVERS, MASSACHUSETTS T. 978.777.9084 F. 978.750.4281 W.W ww.martlnscompanles.com a '9 6 Ira ` 'fin, i/CON ■l!� �ie �Sae� �n� ;;aZC■ a �II {■ ��vim GTE A ti' rim b�® .ice °o°o oo♦rrooa� Hall' ®�' � i61 H�:: eoo a 9QA d. �®® an siase� ® l e9® p6l I E °aO■� 1' -- -- - 111 ..IAMID u70 1 .♦OAb �elll �Y �I�i\ .\• 1e a ..��9® • JJJ"' IN J'i 1 �C®� ' Lill I � e■ �■� 'oi ieli" °P�® C� I�V�I I��1i1 II��•l�' oy C��.�.i III °4ef V9 P• s! N•�•■ � rl ` l Wj— ARM atiiii1l�� ON ii1 � fll��i ti rere.�i t e®9�0 I- ,fit �;�• .. � ( s ` >�� #'y 4 s c i 1 - 9� AM Val ufl 4aL+.i�,K E1' 1 �. 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NOT TO a ALR(UNLESS OTHRRUSA NOTED) `yy Z pRn JANUARY Ii.2004 56_ 130 sylV.1 $t'..t prwn py.J�ROT €� c Danvers. MA 01823 i3 77-9084 1 ymyvJ.Lyan - ..�c_r ,. __ir,.._^ -.?seau :e,».,1�,-,w...�,,.�-.� s. , �: �,...x x:�--er--� rrszsn�,,: -."",r-�fl :• Vim' T r i " 1 � 1 i 1 i 1 v 1 1 i t 7 �4 m 0 a PROPOSED CONDOMINIUMS for: PROP05ED SEC-ION E €?lll 289 DERBY STREET lesign•Constructio pe N V , seal Esla[e Cevelo0men 5ALEM, MASSACHU5ETTS Bceb. NOT TO HCAL! WNLE66 OTHBRWIBH NOT8p1 F 130 $Ylvan $IIe®1 Dete. JANARY I..100 v Danvere' MA 01623 o.e.m en dII_Roy TT 978-777_9084 W:www+wYuramWe+.em :ll�IzT3Y sr"f�r K j� CA N Z Q 1 � A 2 Q O 0 _ °� � � P m U If LA m r f I n ¢ I W FrtJ A R m o PROPOSED CONDOMINIUMS for: sire PLAN DERBY STREET SALEM. MA55ACHJSETT5 0.�.. Inuunrtr ic.vow 130 Sylvan 01923 r -� u 130 s e.MA 01823 '- �,ITS- T7 T-QOS4 "'v my kom •••x ae�ZLe � a AOY—r My r.+a E�yS VW IDS OBI LOOC'91 AYYONYf `.�.0 Bw Ua ale 51135fIH7YS5 YLI 'LJ3lY5 I U ! ! 31 2 Z waion aewxvNAo vevinv a�Yoe oa aox +.r•e II �I 7 wewCa ana e e 5 ea • 1Ela?11S /,iR cJEla 6SZ to{T{ani{suo�'.1�u8lsa{ NY1d I113RIQ-uNn II 1VDId.Il a-al Jd :JoJ SWnlNIWOQNOD 43S08ON.1 , TIJ13W $ ,O m yv \v 4-1 4 z�a •al4YtlI I\i111111 ALA iY'r m ��—yl I i lil II��j1'IYI II . l�� I�N�II N r K. l\ '/ eSalem ® Redevelopment Authority DESIGN REVIEW BOARD PROPOSAL Coastal Gas Station Redevelopment (289 Derby St.) - Proposed mixed- use development PROPOSAL: The proposal includes the construction of a six-story mixed-use development at the site of the Coastal Gas Station at 289 Derby Street. The proposed development will include retail use on the first floor and 38 units of housing on the upper floors. The proposal also includes public access to the South River. This proposal is at the Schematic Design Review level. 120 Washington Street • Salem, Massachusetts 01970 • (978) 745-9595, Ext 311 • Fax (978) 740-0404 Martins Letter of Transmittal Design v Construction Real Estate Development To: �, y �, Date: --2 - te-o` Job Number: t>Evzgy sr - Re: Attention: Phone: Spec. Ref: Fax: From: `�fzlr=�rrF- FoRnN WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Purchase Order ❑ Copy of Letter ❑ Change Order ❑ Consent & Agreement COPIES DATE NO. DESCRIPTION 1� Dlzc THESE ARE BEING TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval [�} For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ Submit drawings b ❑ For construction ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS 130 Sylvan Street Danvers, Ma 01923 T:978.777.9084 P 978.750.4281 www.mardnscompanies.com { -- ii4 11 irr yl1 �a: +,e a. it ar• i •[I l «3 Ys � " ,l 1.n• I . r as at-A all, R we ;3r i�� .ram• ,aY gib .j.�.E1 , , I t:_,� I -.�•1 � 1 a••t� .r r• �� "u/' C! ,�� r�'I IWA �u,C •! ��,�I __iL lacl i■rl uI •il• log. it �k IIIIIIII a z " o - :�� ' � 1 IIII � - L �� ;l • �i� ` i ICI !I HIM offin SMS +�� + �� 7�� -- I �� I �_ ._ ��L- __ �I�I � $'-...- �� ..._ �� ,,,�� a' ;�> �! -S�i •1.. 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ROOF PAVERS ON DI FCK 1 B4 KI 1 � i 60l I 1115 S.F. 0 By— ` I st-6 Q — ` ROOF PAVERS ON DECK 3 1 n 7 2. � I � Q � ��, 1 � F.C I o p,4,2 ✓ UTILITY I I I F T (D / 612 LI L 1 / I B I 0 1 v Sixth Floor Plan Lb 289 DerbyStreet � O ' SULLIVAN ARCHITECTS , INC. E Salem Massachusetts ARCHITECTURE ■ DESIGN PLANNING June 15 , 2007 201 E[DGEWATER [DRIVE, SUITE 215 ■ WAKEFIELED, MA 01880 Scale : 1 /811 = 1 I-01 Tel: (781 ) 246-1667 ■ Fax: (781 ) 246-1683 ■ WWW.OSULLIVANARCHITECTS.COM 0 ® 2007 O'Sullivan Architects Inc. c tf m E Y LL J.1 KK GG 00 C pp EE FF I I Ap, BB I 1 I I A B I D E 1 I I I 1 1 I I 4.4 r - 4.3 I 1 c� - 1 2.21 I I _ I I 2.16 4.2 na? _ _ _ --�-1 - _ i RI? I — JJ 4.1 2.18 RD po" — � 1 I 1 _ IUD- .10 1 I 2.11 I II— .10 I I I na A I �- - 01 I RD - y- _ RD 1.6 N Co Ln gAa z I I Ln LI I I � I 1 LI (OD __ I —i 2.0 � I I I o I I 0 Ln I 0 Roof Plan v to 289 Derby Street O ' SULLIVAN AR CHITECTS , INC. Salem , Massachusetts ARCHITECTURE ■ DESIGN ■ PLANNING bJune 15 , 2007 201 EIDGEWATER [DRIVE, SUITE 21 5 ■ WP.KEFIEL-ED, MA 07 880 Tel: (781 ) 246-1667 ■ Fax: (781 ) 246-1 683 WWWOSULLIVANARCHITECTS.COMScale : 1 /8I _ 1 -0II © 2007 O'Sullivan Architects Inc. 0 M j - _ - ET.F.575TIICC0 CORNICE— NICE ?; PARAPET . ■ . . . . �. . � E.I.F.S/STUCCO AT 6TH . FLOOR STUCCO AT 6TN - VIL FLOOR SETBACK FLOOR " � _�. - T�E.LF.S/STUCCO CORNICE .. - - S/STUC O CORNICE E PARAPET C I �r — IBI ul ` S/STUCCO AT W ■ ■ . . . BALCONY RECESS ZO ■ ■ . `►` i METAL BALCONY RAILING m ___ = METAL BALCONY RAILING r ELEVATION AT ANGLE BEYONDLU d ,fir , '�+ '� -- _ - _ T �� ' - --- - � -PRECAST CONC. BALCONY _ - - -- d ■ ■ - . . . . ■ WITH E.IF.S. BRACKETS z I ■ ■ �O METAL CLAD DOUBLE HUNG er > . METAL CLAD DOUBLE HUNG —tc( _ (III ♦ A w - - - - WINDOW - -- -� � '- +\ram r I BRIUK �T __� r - - -.�.� -ri A,�..- •_, t{ - - ----- - -� -- - T T T LL WL O O - - - ■ . . . . ■ AND SILL, TYPICAL E LINTEL d a0 ■ ■ ,I JT 1 ■ AND SILL, TYPICAL LINTEL O E.LF.S/STUCCO CORNICE - - E.LF.S/STUCCO CORNICE ' PRECAST CONCRETE I I I I ■ ■ ■ ■ ■ ■ . ■ �'■ ■ ■ ■ ■ ■ ■ ■ ■ ■ PREFINISHED STANDING PREFINISNED STANDING SEAM METAL CANOPY I I I I I � SEAM METAL CANOPY WITH VERTICAL SIGN I� -f �' I I, - � - - I — BOARD/FASIA - -____— -- -i - I --�I- t —- I - I -+�- , - - - - - -t �� SIGNA E IGA `E IG A� J al a e..... Si nee a/ a e..... Name Condominiums 289 ogo---logo logo !o —mac 4' O. I r 4'-0 `D GAR E GAR GE _ _ _ O OI I I p E E RANCE ■ ■ a■ ■ . �•- - 1, `IS,_ ■ ■ ■ ■, , ,■ �� _ PREFINISHED STANDING —METAL CLAD STOREFRONT PREFINISNED STANDING SEAM 'FRENCH' BALCONIES AT 2ND FLOOR SEAM METAL CANOPY WINDOWS AND DOORS METAL CANOPY WITH VERTICAL SIGN DERBY STREET SIDE, METAL RAILING ONLY BOARD/FASIA WITH NO STANDING SURFACE E.I.F.S/STUCC0 -1 —PRECAST CONC. BALCONY METAL CLAD STOREFRONT AT BALCONY RECESS WITH E.IF.S. BRACKETS WINDOWS AND DOORS CANORTH (DERBY STREET) ELEVATION SOUTH ELEVATION�C� I , . I I I . ATERWAYS ACT SFTaOr� 11NE- - - - - - - E.I.F.S/STUCCO AT 6TH ��-- ■ ■ . . FLOOR -t:.,-�,IJECO-EARNI6E� (� — -� IIU - _ — —. — - T - -_ _ - - - �'�"'cT .—® - - - - - - - - ElES/STUCCO CORNICE £ PARAPET r AT ANGLE BEYOND ....,... w �T' ^ DERBY ST. ELEVATION ■ ■ ■ ■ ■ • ■ ■ ■ � METAL BALCONY RAILING - -- - I F _._ - III III III III I - - i - p T T �i� E d , 'K"=`` - - - '�..-.:` --,ram �.' - -- - r,:;�s�: . . -____ -• -' -,- �za PRECAST CONC. BALCONY d ■ ■ ■ . ■ ■ ■ ■ . .y� ,�. _�_, WITH E.IF.S. BRACKETS D O n O -- �T� BRICK Q 1 a N �� - - - '=s.c r - �� rt� tc Sri-�� i - a J ;� -METAL CLAD DOUBLE HUNG Q B --, WINDOW d O _ IL — PRECAST CONCRETE LINTEL O KEY PLAN ■ ■ . _ �+ ■ . -^� AND SILL, TYPICAL10 10 p J O v y � to o _ - E.I.F.S/STUCCO CORNICE ■ ■ I I ■ . . ■ ■ ■ ■ ■ . . I I I I r1 . PRECAST CONCRETE 289 Derby Street PREFINISNED STANDING a SEAM METAL CANOPY _ PREFINISNED STANDING WITH VERTICAL SIGN I I _ F I I _ }— - _SEAM METAL CANOPY > -BOARBlFASIA _ - -I rt 1fit -I - - fi 1- - - - WITH VERTICAL SIGN '}' 289 ame ndominium� I I I L I logo CLOTHING BOTtiQIJE to o� logo 1o990 o I I I I_ I I I I I I I I 7 „ BOARD/FASIA Salem , Massachusetts 0 I , I I I I I I _ , ■ PUBLIC PLAZA June 15 , 2007 b METAL CLAD STOREFRONT E.I.F.S/STUCCO PRECAST CONC, BALCONY METAL CLAD STOREFRONT > AT BALCONY RECESS WITH E.IF.S. BRACKETS WINDOWS AND DOORS o WINDOWS AND DOORS v 0 Lij EAST ELEVATION _ CiSI_JLLIVAN ARCHITECTS , INC . Eale: 1/8^ - V-0" - - - - - - - - - v AI�CF-11TECTUfZE � �SIGIV PLANNING y 20-1 E�GEW/ATER DRIVE, SUITE 215 ■ WP.KEFIELE) , MP. 01880 v Tel: (781 ) 246-1 667 ■ Fax: (781 ) 246-1 683 WWW.OSULLIVANARCHITECTS.COM v © 2007 O'Sullivan Architects Inc. 0 c F v T.O. ROOF DECK - EL. +74' - 5 1/2' _ BALCONY BALCONY APARTMENT CORP. APARTMENT SIXTH FLOOR - - - - - - - .p BALCONY - BALCONY CORK. 0 APARTMENT APARTMENT FIFTH FLOOR ro BALCONY I J `— I /BALCONY p APARTMENT CORK. APARTMENT / FOURTH FLOOR \ -- — — — — — — — — — — — — � � •� — EL. +41' - 9 I/2' 1 J J I � BALCONY L BALCONY � � APARTMENT CORP. APARTMENT THIRD FLOOR EL. +31' - 1 1/2" � BALCONY I J 1 CORP. FRENCH O APARTMENT APARTMENT BALCONY SECOND FLOOR — — — — — — — — EL. +20' - 5 1/2' O REFER TO LANSCAPE UPPER GARAGE RETAIL DRAWINGS FOR FIRST FLOOR PLAZA DETAILS EL. +10' - 51/2' GARAGE GARAGE LEVEL EL. -O' - 9 I/2' OCBUILDING SECTION LJ Scale: 1/8" = 1'-0" T.O. ROOF DECK EL. +74' - 51/2' — — —I — — - — STAIR 2 APARTMENT APARTMENT ROOF DECK ROOF DECK SIXTH FLOOR � _ — _ SIXTH FLOOR EL. +63' - I I/2' I � EL. +63' - I I/2' � �01 CORP. O APARTMENT APARTMENT 0 APARTMENT APARTMENT FIFTH FLOOR \ _ _ — _.__ FIFTH FLOOR \ V EL. +57 - 5 1/2' I EL. +52' - 5 1/2' I ro J O _ APARTMENT APARTMENT APARTMENT CORP. APARTMENT FOURTH FLOOR FOU u FLOOR \ EL. +41 - 9 1/2 I EL 41' 9 I � J O_ APARTMENT APARTMENT THIRD APARTMENT APARTMENT F THIRD FLOOR _ � THIRD FLOOR CORK. \ 7! CORP. o O APARTMENT APARTMENT 0 APARTMENT _ APARTMENT N CANOPY SECOND FLOOR SECOND FLOOR \ a V E EL. +20' - 5 1/2' ` L +20' S I/2' O 4.O O 3 O _ UPPER GARAGE RETAIL O - UPPER GARAGE STAIR 1 00 FIRST FLOOR �� FIRST FLOOR — 289 Derby Street - - - - - - - - EL. +10' - 5 1/2' EL +10' - 5 I/2" Salem , Massachusetts GARAGE UTILITY GARAGE L, June 15 , 2007 Q GARAGE LEVEL - GARAGE LEVEL EL. -O' 9 1/2' - EL. -O' 9 1/2" > LJ BUILDING SECTION U 0 BUILDING SECTION g � A Scale: 1/8" = 1'-0" O Scale: 1/8" = V-0" LLI 0 01SULLIVAN ARCHITECTS , INC. v PLANNING v 201 EI]GEWATER [DRI\/E, SUITE 215 ■ WAKEFIELE), MA 01 880 V) Tel: (781 ) 246-1 667 ■ Fax: (781 ) 246-1683 ■ WWW.OSULLIVANARCHITECTS.COM e © 2007 O'Sullivan Architects Inc. oil C 10 f i - -. - - T.O. ROOF DECK EL. +74' - 5 1/2" — — BALCONY APARTMENT APARTMENT SIXTH FLOOR — _ — — — — -- EL. +63' - 1 1/2" BALCONY APARTMENT APARTMENT FIFTH FLOOR BALCONY ro O APARTMENT APARTMENT FOURTH FLOOR — — — — — — — — — — — — - i BALCONY O APARTMENT APARTMENT h THIRD FLOOR — — — — — — — — — - — — — — V EL. +31' - 1 1/2' I ro APARTMENT APARTMENT �r CANOPY SECOND FLOOR CoCID O PUBLIC PLAZA GARAGE ENTRY FIRST FLOOR — -- — EL. +10' - 5 1/2' - I GARAGE RAMP DOWN i� +/- 15.75%GARAGE STORAGE 8% GARAGE LEVEL EL. -0' - 9 1/2• OBUILDING SECTION D Scale: 1Ill = V-O" T.O. ROOF DECK —4 — — — — — — — — — - — — ELEV APARTMENT LOBBY ROOF DECK LOB SIXTH FLOOR EL. +63' - 1 1/2' STAIR I D ELEV APARTMENT O APARTMENT LOBBY FIFTH FLOOR EL. +52' - 5 1/2' �o ELEV APARTMENT �O APARTMENT LOBBY FOURTH FLOOR EL. +41' - 9 1/2' I �o ELEV APARTMENT O APARTMENT LOBBY f a THIRD FLOOR _ EL. +31' - 1 1/2- 1 I o ELEV APARTMENT O APARTMENT LOBBY CANOPY Ln SECOND FLOOR — V \ — EL. 20' - 5 1/2" .4 O ELEV 3 p LOBBY LOBBY RETAIL REFER TO LANSCAPE 289 Derby Street co `DRAWINGS FOR / PLAZA DETAILS ° FIRST FLOOR N EL. +10' - 5 1/2" Salem , Massachusetts Un oELEV GARAGE LOBBY GARAGE N - June 15 , 2007 Ln GARAGE LEVEL — EL. -O' - 9 1/2' L J LJ o BUILDING SECTION C. O ' SULLIVAN ARCHITECTS , INC . E OE Scale: 1/8" = 1'-0" ARCHITECTURE � ESIGIV ■ PLANNING v 201 E1DGEWATE1 [DRIVE, SUITE 21 5 ■ WAKEFIELE) , MA 01 880 N Tel: (781 ) 246-1667 ■ Fax: (781 ) 246-1683 ■ WWW.OSULLIVANARCHITECTS.COM © 2007 O'Sullivan Architects Inc. v 0 C C_ E 10 f T.O. ROOF DECK 'v CORP. SIXTH FLOOR — EL. +63' - 1 1/2' r ip f 1 CORP. FIFTH FLOOR — EL. +5Z - 5 1/2' 1 p COM. FOURTH FLOOR — _ — — — — " — IJ l� I 71 p CORR. h THIRD FLOOR 4 EL. +31' - 1 1/2" , CORR. O SECOND FLOOR O REFER TO LANSCAPE GARAGE RETAIL DRAWINGS FOR FIRST FLOOR PLAZA DETAILS _ r — 1 1 1 1 1 1 1 1 1 1 1 EL. +10' S 1/2 - J. 1 �. GARAGE GARAGE LEVEL _ — — EL. -0' 9 1/2" L J CBUILDING SECTION U Scale: 1/8" = V-0" �h T.O. ROOF DECK r EL. +74' - 5 1/2' — I v STAIR 2 SIXTH J, SIXTH FLOOR — - — EL. +63'FLOOR �F EL. +63' - 1 1/2" O 1 \ p FIFTH FIFTH FLOOR — — f EL. +52- 5 1/ I EL. +52' - 5 1/2' — O FOURTH FLOOR \ — _ _ / FOURTH FLOOR \_ _ EL. +41' - 9 1/2" V I I ro b1 0 THIRD FLOOR — — / THIRD FLOOR — EL. +31' - 1 1/2' — I Y EL. +31' - 1 1/2' o _ CANOPY h SECOND FLOOR — — _ SECOOND FSLOOR — V EL. +20' - 5 1/2' 'l i O O GARAGE RETAIL 1 GARAGE STAIR I - _ 289 Derby Street FIRST FLOOR _ _ — — �_ — �� FIRST FLOOR — — — EL. +10' - 5 I/2' \ EL. +10' 5 I/2' � r,\• m Salem , Massachusetts zo GARAGE UTILITY GARAGE n June 15 , 2007 GARAGE LEVEL _ — / GARAGE LEVEL n — EL. -O' - 9 I/2' V EL. -O' - 9 I/2' " U UB BUILDING SECTION u OA BUILDING SECTION Scale: 1/8" = V-0" Scale: 1/8" = 1'-0" % 01SULLIVAN ARCHITECTS , INC. AF�CHITECTUFiE ■ [:DESIGIV ■ PLANNING 201 EE:)GEW^-FER [DRIVE, SUITE 21 5 ■ WAKEFIEL-ID, MP. 01 880 Tel: (781 ) 246-1667 ■ Fax: (781 ) 246-1683 ■ WWW.OSULLIVANARCHITECTS.COM © 2007 O'Sullivan Architects Inc. til'Y, ZONING ANALYSIS TABLE ZONING DISTRICT CENTRAL DEVELOPMENT (8-5) ZONE ZONE CRITERIA REQUIRED - - EXISTING PROPOSED MINIMUM LOT AREA 2,000 SF 25,043 S.F. (0.575 Ac.) NO CHANGE MINIMUM LOT AREA PER DWELLING 500 SF N/A 659 SFt EXISTING SEAWALL _ _ (TO REMAIN) PROPOSED DECORATIVE RAILING MINIMUM FRONTAGE 120.0' 125.17' NO CHANGE (RAILING DESIGN TO BE COORDINATED WITH SALEM PUNNING DEPARTMENT WITH FRONT SETBACK NOT DEFINED 3.9' _ 0' PRIOR TO CONSTRUCTION) PROP. VARIABLE WIDTH MIN. REAR SETBACK NOT DEFINED 89.1, 49.9' " "\ CONCRETE HARBOR WALK PROPOSED CONCRETE STAIRS TO COURTYARD AREA MIN. SIDE SETBACK 5.0' I 10.5' 5.0' (TYP) \ BENCH CONCRETE MAX. BUILDING HEIGHT 70'/6 STORIES 1 STORY 62'/5 STORIES y y PROPOSED PUBLIC MAX. BUILDNG COVERAGE SOY. 8.1 % 48.5 % PROPOSED "PERIOD STYLE" YARD LIGHT U P-/ COURTYARD/SEATING _ (EXACT YARD UGHT FIXTURE TO BE D'1 g d j COORDINATED WITH SALEM PUNNING j I .�. N g .2 j 9„ �I y' JL p-� AREA PROPOSED CONCRETE STAIRS OPEN SPACE NOT DEFINED 55% 18% DEPARTMENT - TYP. 8 PLACES) ® W PROP. LANDSCAPE TO COURTYARD AREA ® DRILL HOLE FLOOR AREA RATIO 3:1 N/A 2.43:1f AREA FOUND BLDG. ON LINE / I �"� 129.32' 0.9• N PROPOSED CONCRETE i II PROP. LANDSCAPE BENCH (ttP)- AREA BUILDING AREAS (PER FLOOR) j o FIRST FLOOR (GROUND) 6,500 SOFT. PROPOSED PUBLIC - SECOND FLOOR 12,150 SOFT. COURTYARD/SEATING THIRD FLOOR 11,345 SOTfT. AREA I MAP 34 \� FOURTH FLOOR 11,345 SOFT. PROP. LANDSCAPE / a LOT 441 FIFTH FLOOR 11,345 SOFT. - AREA " N//F LANDS OF SIXTH FLOOR 8,108 SOFT. GEORGE b BELLEAU, TRUSTEE I3' 289 DER 21T 6T REALTC. 0TRUST TOTAL 60,793 SOFT. i PROP. CONCRETE BENCH (TYP) i PROP. HANDICAP RAMP I PROP. CONCRETE _ MAP 34 i WALL (TYP) WITH RAILING GENERAL SITE NOTES LOT 440 C' I PROP. LANDSCAPE I N/F LANDS OF i PROP. LANDSCAPE AREA APPLICANT: TOWN AND COUNTRY HOMES, INC. OF NEW ENGLAND SOUTH HARBOR HOLDINGS, LLC c°c., AREA S.1' D.B. 14166, PG, 215 N/ �� 2I,0 PROP. CONCRETE I. 532 WELL BEET U __ 532 LOWELL STREET BENCH (TYP) PEABODY, MASSACHUSETTS 01960 PROP. 8" YARD DRAIN '77TTr 2. LOT SHOWN ON ASSESSOR'S MAP 134 , LOT /441 IN THE CITY OF SALEM, MASSACHUSETTS. PROPOSED CONCRETE / (TYP. OF 3) WALL WITH RAIUNG i I T1.0' 3. PROPERTY LINE AND INFORMATION TAKEN FROM A PLAN ENTITLED "BOUNDARY & TOPOGRAPHICAL PLAN"PROP. LANDSCAPE 'Q MAP 34 PREPARED BY CONTROL POINT ASSOC., INC., WATCHUNG, N.J., DATED MAY 18, 2004 AND REVISED AREA ° . m LOT 442 THROUGH JUNE 1, 2004, SCALE: I"= 20' W N/F LANDS OF PROPOSED CONCRETE ° " 1 STORY AMERADA HESS FACILITIES 1-- 5' 4. BUILDING LAYOUT/DESIGN INFORMATION TAKEN FROM A PLAN ENTITLED "GROUND LEVEL PLAN" BY THE WALL (TYP) I I 54, ll BRICK BUILDING BUSINESS TRUST N0. 1998-1 PROP. VAN ACCESSIBILE D.B.17202, PG. 244 MARTINS GROUP, 130 SYLVAN STREET, DANVERS, MA, DATED 9/1/04, SCALE: 1/8°=1'. _ , HANDICAP PARKING SIGN zn 2 PROPOSED RAMP TO LOWER LEVEL (AFFIXED TO WALL - TYP.) I 1 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS PARKING GARAGE (REFER TO , I ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION Of CONSTRUCTION. SHOULD THE STRUCTURAL/ARCHITECTURAL PLANS FOR i N I CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR APPLICABLE ADDITIONAL INFORMATION) i I: I ...� 17.9' Lrj 1 CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN _ O WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROPOSED CONCRETE T- PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO TRANSITION WALL WITH - COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH "RAILING LOCAL REGULATIONS AND CODES. I STORY 4,5' /'- 20.0' _I i_` 7 BRICK BUILDING i --- -- 8 6. ALL WORK SHALL CONFORM TO THE CITY OF SALEM AND THE STATE OF MASSACHUSETTS HIGHWAY i .L, 01 __- DEPARTMENT CONSTRUCTION STANDARDS AS APPLICABLE. 9. 7. ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL BE CONSTRUCTED IN ACCORDANCE WITH i CENTRAL DEVELOPMENT TOWN & COUNTRY HOMES, INC. SPECIFICATIONS. ® ® e N/ `PROPOSED ® B-5 ZONE ; PROPOSED = 8. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR '^� I ASPHALT Ls HANDICAP RAMP EXCAVATION. ALL UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE I a go, PAVEMENT PROPOSED CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. (np)"I_ CONCRETE WALK I 9. ALL UTIUTY LOCATIONS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE PROPOSED 5' ) CONDUITS, PRODUCT PIPING, ETC. PRIOR TO COMMENCEMENT OF EXCAVATION OF ANY TYPE. PROPOSED I \�pROPOSED & Z WIDE CONCRETE DOWNSPOUTS (TYP.) = ASPHALT O W " SIDEWALK 10. EXISTING TANKS, PIPING AND ALL OTHER EQUIPMENT ARE TO BC REMOVED AND DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. PROPOSED PAVEMENT 11. ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL LOCATION. i o / LANDSCAPE AREA` 12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "DIG-SAFE" (1-888-344-7233) 72 HOURS PROPOSED J ^0 HANDICAP RAMP PRIOR TO ANY EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER & SEWER PROPOSED PROPOSED 4" WIDE ( DEPARTMENTS TO MARK OUT THEIR UTILITIES. 4 CONCRETE WHEEL PARKING STRIPING (TYP) O ) 13. CONTRACTOR SHALL NOTIFY LOCAL FIRE DEPARTMENT AND OBTAIN PROPER TRADE PERMITS. IT IS THE STOP (TYP) FIRST FLOOR Z I ® RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE FIRE DEPT. AND BUILDING DEPARTMENT 48 HOURS PROP. "STOP" STOP AND AREA=6,500 S.F. PRIOR TO COMMENCEMENT OF CONSTRUCTION. "STOP" BAR i I M 76.6' 14. THE LIMITS OF WORK SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO THE START OF CONIC. CURB CONSTRUCTION OR SITE CLEARING. �� AREA 15. ALL CONCRETE AND BITUMINOUS PATCH AREAS TO MATCH EXISTING GRADES. BLDG. ON LINE � �� ,�. ^ �C, DIRT RR SPIKE �i N R5 _ 1'f1' vim/ TI 1 25. 1TO.D0' FOUND -I 16. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH O.S.H.A. REQUIREMENTS. �; M POST oa P.O.B. - 382.87' 17. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE AND 'x PROP. GRANITE�/ ��PROPOSED 24.0' DRIVEWAY a RR SPIKE bn POST CONIC. FEDERAL REGULATIONS. c� i -15.,� Da FOUND e I O o . ® CURB (TYP) 18. CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION TO BE PERFORMED IN ACCORDANCE WITH CURRENT PROP. RELOCATED - ��_-= - - r RANHE B J AREA LIGHT �-� � I EDGE OF� OSHA STANDARDS, AS WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS c� I METAL POST PROP. CONCRETE PAVEMENT STRUCTURES, c� (TYP) ,5Q NE PROP. LIMIT OF PROP. GRANITE SIDEWALK (TYP) I I APPROX. LIMITS OF PROPOSED 19. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE "ENGINEER 0 PAINTEi W uit L SAWCUT/WORK CURB (TYP) ® CONCRETE SIDEWALK OF RECORD" IS STRICTLY PROHIBITED. EXISTING CATCH BASIN 20. IN CASE OF DISCREPANCIES BETWEEN PUNS, THE SITE PUN WILL SUPERSEDE IN ALL CASES. NOTIFY LINE (TYP) I15 3' (TO REMAIN - TYP.) ® GRANITE CUR AINItD DOUBLE YELLOW LNE 21. ALL ENGIFEATURES NEER OF RNOT RLABELED AS"NEW CONFLICTS. PROP. LIMIT OF "PROPOSED", OR "TO BE REMOVED" SHALL BE CONSIDERED TO - I BE "EXISTING TO REMAIN". r^ YELLOW LNE PNNIED DOUBL _ __ 22. LOCUS IS PARTIALLY LOCATED IN FLOOD HAZARD ZONE C (AREAS OF MINIMAL FLOODING) AND PARTIALLY " E PAINTED WHITE LNE - IN FLOOD HAZARD ZONE A2 (AREAS OF 100-YEAR FLOOD ELEVATIONS AND FLOOD HAZARD FACTORS DETERMINED TO BE 10'). u r. ! � PAINTED WHITE LNE T. c' I J, GRANITE CURE ■ s � - `a DERBY STREET s I (A.K.A. ROUTE 1A) _ J: (F.K.A. WATER STREET) Na m (PUBLIC-VARIABLE WIDTH R.O.W.) o a a a } BOHL�■��1 1R ENGINEERING* P004P ASPHALT ROADWAY) ) j ? -CIVIL & CONSULTING ENGINEERS° PROJECT MANAGERS ° ENVIRONMENTAL & SITE PLANNERS ° MUNICIPAL ENGINEERS° O O NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD MELVILLE, NEW YORK Z (215) 393-8300 2 2 703) Toe-95oo 508 480-9900 (516) , NEWJER STERLING, vIRGINIA SOUTHBORO, MA 01772 WATCHUNG. NEW JERSEY w Z Z _ ( _- _- ( (908) 668-8300 L a PROJECT: TOWN & COUNTRY HOMES, INC. OF NEW ENGLAND TITLE: 3 0 > > PROPOSED CONDOM/NIUM & RETAIL DEVELOPMENT GRAPHIC SCALE m m LOT #441 , MAP #34 SITE PLAN o 'Ti3 3 289 DERBY STREET, CITY OF SALEM o a z 20 0 10 20 90 80 z ESSEX COUNTY, MASSACHUSETTS ---- - `> o ce a n W. D . GOEBEL S.P. DECOURSEY SCALP.(H) 1"=20' DATE' 04/28/04 SHEET No. E (V) NONE W N n N N - • ( IN FEET ) > w w > E DRAWN BY: PROJECT No Or Or z ae U TAG W040937 Cl7+J( 1 inch = 20 ft. a a o CHECKED BY. CAD I.D. ^ N PROFESSIONAL ENGINEER PROFESSIONAL ENGINEER LMD W040937s35 OF 17 O O O N p MASSACHUSETTS LICENSE No. 42644 MASSACHUSETTS LICENSE No. 36424 RHODE ISLAND LICENSE No. 7268 NEW HAMPSHIRE LICENSE No. 9308 REV. No. o o CONNEW ECTICUTHAMPSH LICENSE No o 10 MAINS LICENSE No. o. 7 > NEW HAMPSHIRE LICENSE No 10280 VERMONT LICENSE No. 7110 o M w MAINS LICENSE No 9490 CONSTRUCTION CHECK DATE 4 PLANTING NOTES I. PUNT MATERIAL SHALL BE FURNISHED AND INSTALLED AS INDICATED; INCLUDING ALL LABOR, MATERIALS, PLANTS, EQUIPMENT, INCIDENTALS, AND CLEAN-UP. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT CORRECT GRADES AND ALIGNMENT. LAYOUT TO BE APPROVED BY OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. 3. PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY; HAVE NORMAL GROWTH HABITS; WELL LANDSCAPE S:HEDULE DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE FROM DEFECTS AND INJURIES. KEY OTY BOTANICAL NAME COMMON NAME SIZE REMARKS 4, CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE ORNAMENTAL TREE GROWTH OF PLANT MATERIAL CK 3 CORNUS KOUSA KOUSA DOGWOOD 8'-10' B+B 5. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN VIGOROUS GROWING MB 2 MALLS BACCATA SIBERIAN CRABAPPLE 2-2 1/2" CAL. B+B CONDITION. PROVISIONS SHALL BE MADE FOR A GROWTH GUARANTEE OF AT LEAST ONE YEAR 5 FROM THE DATE Of ACCEPTANCE FOR TREES AND SHRUBS. REPLACEMENTS SHALL BE MADE AT THE BEGINNING OF THE FIRST SUCCEEDING PLANTING SEASON. ALL REPLACEMENTS SHALL HAVE EVERGREEN TREE A GUARANTEE EQUAL TO THAT STATED ABOVE. 10 2 ILEX OPACA AMERICAN HOLLY (t MALE & I FEMALE) 6-8' B+B 6. INSOFAR AS IT IS PRACTICABLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. 2 IN THE EVENT THIS IS NOT POSSIBLE, THE CONTRACTOR SHALL PROTECT STOCK NOT PLANED. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY, j ANY PLANTS NOT INSTALLED DURING THIS PERIOD WILL BE REJECTED. EVERGREEN SHRUB ICC 4 ILEX CRENATA 'COMPACTA' COMPACT JAPANESE HOLLY 24-30" /3 CAN 7. QUALITY AND SIZE OF PLANTS, SPREAD OF ROOTS, AND SIZE OF BALLS SHALL BE IN ACCORDANCE \ IGC 9 ILEX GLABRA COMPACTA DWARF INKBERRY HOLLY 24-30" /5 CAN WITH ANSI 260 (REV. 1980) 'AMERICAN STANDARD FOR NURSERY STOCK" AS PUBLISHED BY THE PMM 14 FINDS MUGO MUGUS DWARF MUGO PINE 18-24" /3 CAN AMERICAN ASSOCIATION OF NURSERYMEN, INC. IN 5 "TAXUS MEDIA "HICKSIF' HICKS YEW 30-36" B+B 8. ALL PLANTS SHALL BE PLANTED IN AMENDED TOP SOIL THAT IS THOROUGHLY WATERED AND TAMPED AS 32 BACK FILLING PROGRESSES. PLANTING MIX TO BE AS SHOWN ON PLANTING DETAILS. LARGE PLANTING S AREAS TO INCORPORATE FERTILIZER AND SOIL CONDITIONERS AS STATED IN PLANTING SPECIFICATIONS. T/r DECIDUOUS SHRUB p �" �� BTA 3 BERBERIS THUNBERGII ATROPURPUREA RED JAPANESE BARBERRY 30-36" /5 CAN 9• PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS i0 DAMAGE THE BARK OR 10 N =2 9 �I�� PFA 10 FOTENTILLA FRUTICOSA 'ABBOTSWOOD' ABBOTSWOOD CINQUEFOIL 18-24' 13 CAN BREAK BRANCHES. PUNTS SHALL BE HANDLED FROM THE BOTTOM OF THE BALL ONLY. RR 10 ROSA RUGOSA JAPANESE SHORE ROSE /3 CAN CONTAINER 10. PLANTING OPERATIONS SHALL S RE SUITABLE DURING PERIODS WITHIN THE PUNTING SEASON WHEN 1 MB / 5 EFEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL DRILL HOLE SBG 7 SPIREA X BUMALDA 'COLOFUME' GOLD FLAME SPIREA 15-18" /3 CAN PRACTICE. PUNTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. / FOUND VIC 11 VIBURNUM TRILOBUM 'COMPACTUM' COMPACT AMERICAN CRANBERRYBUSH 24-30' B+B ALL PLANT MATERIAL SHALL BE SPRAYED WITH 'WILT-PROF' OR EQUAL AS PER MANUFACTURER'S INSTRUCTIONS. 12 HVR _,1 29,32' 0.9' N T1 3 RR 1 MB 11. NO PLANT, EXCEPT GROUND COVERS, SHALL BE PLANTED LESS THAN TWO FEET FROM EXISTING / GROUND COVER STRUCTURES AND SIDEWALKS. 5 TH / EFEN 20 EUONYMUS FORTUNEI 'EMERALD-N-GOLD' VARIEGATED WINTERCREEPER 15-18" ,#3 CAN / 12. SET ALL PUNTS PLUMB AND STRAIGHT. SET AT SUCH LEVEL THAT A NORMAL OR NATURAL RELATIONSHIP VM 65 VINCA MINOR PERIWINKLE/MYRTLE 2 1/4" PEAT POTS 2 YR. PLANT 85 TO THE CROWN OF THE PUNT WITH THE GROUND SURFACE WILL BE ESTABLISHED. LOCATE PLANT IN THE / O I TCG CENTER OF THE PIT. f HVRRENNIAL 29 HEMEROCAWS VARIETIES PEACH-RED-YELLOW DAYLILY 1 GAL. CONTAINER 9 IGC \ 13. ALL INJURED ROOTS SHALL BE PRUNED UTILIZING CLEAN, SHARP TOOLS TO MAKE CLEAN ENDS BEFORE MAP 34 PUNTING, IT IS ADVISABLE TO PRUNE APPROXIMATELY I/3 OF THE GROWTH OF LARGE TREES / T 441 NOTE: IF ANY DISCREPENCIES OCCUR BETWEEN AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. (2" CALIPER AND OVER) BY THE REMOVAL OF SUPERFLUOUS BRANCHES, THOSE WHICH CROSS, LOT THOSE WHICH RUN PARALLEL ETC. MAIN LEADER OF TREES WILL NOT BE CUT BACK. LONG SIDE LANDS OF GEORGE D. LANDSU, TRUSTEE BRANCHES, HOWEVER, MUST BE SHORTENED. i / 1 C �7 RR 289 DERBY STREET REALTY TRUST ' D.B. 21356, PG 130 14. EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL 3 PMM PRACTICE TO PRESERVE NATURAL CHARACTER OF PLANT. PRUNING SHALL BE DONE WITH CLEAN, SHARP TOOLS. / 7 VEC 1 10 15. TREES SHALL BE SUPPORTED IMMEDIATELY AFTER PLANTING. ALL TREES SIX (6) INCHES AND OVER IN CALIPER SHALL BE GUYED. SMALLER TREES SHALL BE STAKED. GUYING WIRES MAP 34 " 4 CC ® AND STAKES SHALL BE INSTALLED AS INDICATED. THE LANDSCAPE CONTRACTOR SHALL REMOVE LOT 440 N 15 EFEN 3 VTC ' STAKING, GUYING & TREE WRAP AT THE END OF THE ONE YEAR MAINTENANCE & GUARANTEE PERIOD. N/F LANDS OF 1 CK - SOUTH HARBOR HOLDINGS, LLD C/ 65 VM 16 TRUNKS F ALL TREES SHALL BE WRAPPED AS SOON D.B. 14166, PG. 215 ry / - ACCORDING TO STANDARD PROCEDURES AND AS INDICATED.AS POSSIBLE AFTER PUNTING / ,77777 17. ALL PUNTING BEDS SHALL BE MULCHED WITH 3" LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH. 1 10 IT 18. NEW PLANTING AREAS AND SOD SHALL BE ADEQUATELY IRRIGATED OR WATERED i0 ESTABLISH MAP 34 THE PROPOSED PLANTS AND LAWN. LOT 442 11 VTC° N/F LANDS OF 19. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE AS / AMERADA HESS FACILMES SHOWN ON THE APPROVED LANDSCAPE PUN MUST BE INSTALLED, INSPECTED AND APPROVED BY THE BUSINESS TRUST NO. 1998-1 CITY LANDSCAPE ARCHITECT. THE CITY ENGINEER AND LANDSCAPE ARCHITECT SHALL i "'1-7 SBG D.B 17202, PG, 244 TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING 1 CK % OF TREES, SHRUBS, VINES OR GROUND COVER AS REQUIRED BY OR ASSOCIATED WITH A SUBDIVISION OR SITE PUN APPROVAL BY THE PLANNING BOARD OR ZONING BOARD OF APPEALS SHALL BE INSTALLED DURING THE FOLLOWING PUNTING SEASONS: ' / 3 PMM ry I // FITE wa / - 00 ` PLANTS 3/15 TO 12/15 v LAWN 3/15 TO 6/15 / 9/15 TO 12/1 FURTHERMORE, THE FOLLOWING TREE VARIETIES SHALL NOT BE PUNTED DURING THE FALL / F� PLANTING SEASON DUE 70 THE HNiAiOS ASSOCIA.TkD WITH PUNTING THESE TREES IN THIS SEASON. ACER RUBRUM POPULUS VARIETIES / I0 BETULA VARIETIES PRUNUS VARIETIES / --- ® CARPINUS VARIETIES PYRUS VARIETIES CRATEGUS VARIETIES QUERCUS VARIETIES Nr dd KOELREUTEPoA SAUX WEEPING VARIETIES LIQUID AMBER STYRACIFLUA TIUA TOMENTOSA N/ LRODENDRON TUUPIFERA ZELKOVA VARIETIES / ) PLATATNUS ACERFOLIA ANY PLANTINGS INSTALLED IN CONFLICT WITH THIS REQUIREMENT MUST RECEIVE THE WRITTEN i ° W APPROVAL E TOWN ENGINEER OR LANDSCAPE TO COMPLY WITH THESE REQUIREMENTS WILL REQUIRERTHEEREMOVAL ROFOTHE N I PLANTING IN R QUESTION. THIS REQUIREMENT DOES NOT APPLY TO SEEDING OR SODDING OR PLANTINGS O SPECIFICALLY FOR SOIL STABILIZATION PURPOSES. THE PUNTING SS WITH ANY LOT WEN A CERTIFICATE OF OCCUPANCY OUTSIDE THESE PERIODSS SHALL BE PROVIDED DURING � THE PREVIOUS OR NEXT APPROPRIATE SEASON. / +^ 20. ALL DISTURBED AREAS 70 BE TREATED WITH 4" TOP SOIL & SEEDED IN ACCORDANCE WITH / p ) PERMANENT STABILIZATION METHODS INDICATED ON SOIL EROSION SEDIMENT CONTROL SHEET. dob� RR SPIKE SPECIAL LANDSCAPING NOTES D PIKE / 25 FOUN ` 110.00' FOUND n , \VJ. _( 1. IT SHALL BE THE ARCHITECTS RESPONSIBILITY i0 REVIEW THIS PUN RELATIVE TO TOPSOIL 382.87' DEPTHS PROPOSED OVER PARKING GARAGE AREAS. ARCHITECT SHALL NOTIFY THE ENGINEER OF RECORD OF ANY DESIGN DISCREPANCIES PRIOR TO CONSTRUCTIONS. j U 0 ® - • �I DERBY STIRIEET (A.K.A. ROUTE 1A) (F.K.A. WATER STREET) a a B®HLER ENGINEERING, Pc�c (PUBLIC-VARIABLE WIDTH R O.W.) �l ENGINEERING,ONM �l � F •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• O O NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD MELVILLE, NEW YORK g g ,(215) 393-8300 SDUTHBORO MA 01772 (516) 872-2000 STERLING, VIRGINIA WATCHUNG. NEW JERSEY z z (703) 709-9500 (508) 480-9900 (908) 668-8300 PROJECT: TOWN & INC. OF NEW EN PROPOSED COUNTRY CONDOMINIU M& 'RE AIL DEVELOPMENGLAND TITLE: LANDSCAPING 34 GRAPHIC SCALE w w 289 DERBY MS REST, CITY OF SALEM PLAN z z ESSEX COUNTY, MASSACHUSETTS zo ° 10 zo ao eo of SCALE H 1"=20' DATE. w F W D . GOEBEL S.P .� SEY NONE SHEET N° a a 04 28 04 E > > E �sN c DRAWN BY' PROJECT No: IN FEET 0 � STEPHEN P ,yam{ TAG W040937 1 inch = 20 ) ft. I a v s"%' FfSEY CHECKED BY' CAD I.D. p: PROFESSIONAL ENGINEER E�S�• 4 EN E7R, l LMD W040937ss2 OF 17 MAFSACHUSETTS LICENSE No. 42644 SETT E �6424 RHODE ISLAND LICENSE No, 7268 N (>, o. 9308 REV. N0. 0 o COPNECTICUT LICENSE N. 21854 M AI pG > NEW HAMPSHIRE LICENSE No 10280 VER 110 2 MAINE LICENSE No 9490 CONSTRUCTION CHECK DATE UTILITY 72" METAL UTILITY ACCESS PICKET ACCESS FENCE METAL GATE METAL GATE _ H.P +-8.4 8.2 �V Y COLORED . . . f , CONCRETE STRIP Q -., 2.0&, T S. +10.3 42" METAL PICKET - —RAISED ° FENCE PLANTER 1 —SEA VVAUk� r � � . . 7 //.,�ilH f��a{nvi tvp-i qei� i , t ,rr .an ./ � /y --r - �� vt� 1 ✓�r %r -}� NEW STREET LIGHT - D - CAP � MEAL B. SIMILAR TO EXISTINGF o o � � BARRIER GRANITE /!�� STEPS nsa NEW STREET -BRICK TREE 0 � , PAVERS STREET TREE l v 0 PLANTING -AI LIGHT o L)E IL -SIMILAR TO EXISTING �, o +8.60 POLE(TYF�: S FD O METAL PICKET PANELS METAL 1 HARBOR z RAIL.ING.° O X �'+ h, p /. 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E _ ARCHITECTURE DESIGN PLANNING v M 201 E1DGEWATER [DRIVE, SUITE 21 5 ■ W^KEFIELED, MA 01 880 N Tel: (781 ) 246-1 667 ■ Fax: (781 ) 246-1 683 ■ WWW.OSULLIVANARCHITECTS.COM © 2007 O'Sullivan Architects Inc. v c m f T.O. ROOF DECK - EL. +74' - 5 1/2' BALCONY - APARTMENT APARTMENT SIXTH FLOOR \ - - - - - - _ _ - � EL. +63' - 1 1/2" i .1 _ -BALCONY APARTMENT APARTMENT FIFTH FLOOR I BALCONY 0 APARTMENT APARTMENT FOURTH FLOOR EL. +41' - 9 1/2' I io BALCONY O APARTMENT APARTMENT THIRD FLOOR - - - - - - _ - __ - � �r - - - _ EL. +31" - 1 1/2' I ro 0 APARTMENT APARTMENT - SECOND FLOOR CANOPY EL. +20 - 5 1/2" I 4 �°� PUBLIC PLAZA OD GARAGE ENTRY �, OD FIRST FLOOR 1 � GARAGE RAMP DOWN _ 8% i� GARAGE +�- Ig'75� STORAGE 8% — GARAGE LEVEL EL. -0' - 9 1/2" LJ LJ OBUILDING SECTION D Scale: 1/8" = V-0" T.O. 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