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73,77,85-87 LAFAYETTE STREET - ZONING ROD + SpR -43 , 9-4 and gS-8- \ Lu,�cLT;tte. Stxze4- rY s� m C itp of barem, Aiaaarbus ettg s n's Planning Jouarb One tialetn Green )JAN 22 P �. Wetland and Flood Hazard Special Permit And Site Plan Review Decision January 22,2003 Beverly Cooperative Bank C/o Ronan, Segal,Harrington 59 Federal Street Salem,MA 01970 RE: Beverly Cooperative Bank-73,77 and 85-87 Lafayette Site Plan Review and Wetland and Flood Hazard Special Permit On Thursday,November 21,2002,the Planning Board of the City of Salem opened a Public r 3 Hearing regarding the application of Beverly Co-Operative Bank under Site Plan Review, Section 7-18 and Wetland Flood Hazard Special Permit, Section 7-16 of the City of Salem Zoning Ordinance. The project includes the renovation of an existing structure,of.. approximately 12,797 square feet in size for use as a branch bank, commercial space;and%a community room. The bank facility will include the construction of a drive-up banking facility consisting of two lanes. In addition,the plan shows the construction of seven(7)parking spaces, a portion of the harbor walkway, and associated open space and landscaping. The Public Hearing was continued to December 5,2002,December 19, 2002,January 9,2003, and closed on January 16, 2003. At a regularly scheduled meeting of the Planning Board held on January 9,2003 the Board voted by a vote of six in favor(Power, Sullivan, Cullen,Durand, Collins,Puleo),and none opposed,with three members absent(Lombardini,Weiner,Moustakis) to approve the application as complying with the requirements of Site Plan Review, subject to the following conditions: 1. Conformance with the Plan Work shall conform with the plans entitled,"Beverly Co-Operative Bank Branch Office, Salem,MA",incorporating sheet T001, Title Sheet,prepared by New England Design Associates,dated 10/23/02; Sheet G101,Site Plan,prepared by Hayes Engineering Inc., dated 9/27/02 and revised through 12/11/02; Sheet D-101,Detail Sheet,prepared by Hayes Engineering Inc., dated 9/27/02 and revised through 10/22/02; Sheet L101 One Salem Green, Salem, Massachusetts 01970 (978) 745-9595 ext.311 Fax (978)740.0404 Beverly Co-Operative Bank-73-87 Lafayette January 22,200-5 and shrubs for a two-(2)year period. 20. As-built Plans As-built plans(Mylar and digital plans),stamped by a Registered Professional Engineer, shall be submitted to the Planning Department and Engineering Department prior to the issuance of the final Certificate of Occupancy. 21.Violations Violations of any condition shall result in revocation of this permit by the Planning Board,unless the violation of such condition is waived by a majority vote of the Planning Board. 1 i I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy y of this decision bearing the certification of the City Clerk that twenty(20)days have elapsed and no appeal has been filed or that if such appeal has been filed,and it has been dismissed or decried,is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant,his successors or assigns,shall pay the fee for recording or registering. { i W Walter B Power,III Chairman 1 BRANCH OFFICE AND GENERA,. RENOVATION FOR -4 - x C: 0 •N 4 �K J � • rl DERBY AND LAFAYETTE STREET a� eEVERLY COOF ERATIVE BANK SALEM, MASSACHUSETTS ----------- wx r =111 "E Al __-V • � � - i--`'.. x�3""� S arc` '�-R�'.'°�'l+ r,��'. �•�'p�? , vvv V 2 owl 7 ,� g � I �? �/� +� ,M sr: # Vl .I I, ., +,. -p< ..i... -.. � v .....' .Y.,::..--.-. ,. .,. s.. 3'•.' ''G Niityll ..:_. ;+•: .Z::. �'+ i` :z. i, mak.., � W T } CRE q g II I .._ 3 ... are-.,N. .-.�r y. u. :: __. ...: .r• ..::,�.,. .., .-l:-r^ . K �..: ._._.. ,...,.�,,,� .-,... rya^> • yy, • LANDSCAPE ARCHITECT. .-v a OWNER. . Y COOPERATIVE BANK DAVID PAINS r °`' - BEVERL V i mm V, • dimensions of walls ., .,..; �, � N r _ �` . �' `-. ..�� - �., _ 1. Architectural tans and details shall be used for final location and ,,. .� :- � , 254 CABOT STREET PLANT IT GREEN . The shall talke priority over locations - = n s and Items located thereon. P y - - floors and cellsy � � 9a - , - BEVERLY, MA 01915 P.O. BOX 429 �•-� ,, , . . -, ,.:. h _- . ,, ;;�.., • z .:< .?� .: ,E l • I � Electrical I Protection, HVAC and El ctncal drawings.( Fire Pro .F: .. ,_. ,,. .:. . is g,. ,- � _.v. ��r ,, _ S on Interior Design, Plumbing, 9 _ m , , . PH. 978 922 0857 WESTFIELD, MA 01086 _. � .; i ... ». .s 3+.77-7 PH 413 4 568 656 ( ) andplans. u_. ., (ler scale. detalls over smaller ,. , ,�_ ,.. ..,. , la takepriority � details and ns . : 2. Large scale p t 0 C14_ u r. : '�,._:�� Via.._ n.., _ -., , ,.,,. .. _: xz. `r .. ,t I eneral Informatlo>n on the contract d • S eclficatlon Info Ion to s Wont over 9 3. P Y 9 DESIGN BUILD FlRM. P STRUCTURAL ENGINEER. a ry Y f a _ N R- . .. ., ..,_ ,..... ,•., '¢ l _ s _ PLWMBING ENGINEER. . cn o o I the Specifications only shall both ,<. .` �, . ,� :, , -;., _, - �,., _ :; ��, 4. Items shown on the Drawln s oral or Items shown n p y -, ,.,.�r , E ENGLAND DESIGN ASSOCIATES, INC. ,.:. a.,. FIRE PROTECTION ENGINEER. ,F <5 -, be considered a art of the project. n.. 39 SALISBURY STREET p _,� WORCESTER MA 01609 MECHANICAL. ENGINEER: . ,..uw ELECTRICAL ENGINEER: 5. Discre encies shall be reported to the Architect. PH. (508) 792-3000 p p ,ter. C FAX 508 793-2968 .. / o 8,," o Ions shall take vont over scared dlmenslons. _�. , .. �. :�• � 6. Wratten dlmens priority _ ` e- U ARCHITECT: ATTORNEY: BAY STATE DESIGN ASSOCIATES, INC. RONAN, SEGAL & HARRINGTON 70 TOWER OFFICE PARK 59 FEDERAL STREET :,_ ...: _ . SALEM MA 019/O WOBURN MA 01801 ,: PH. (978) 744-0350 r -- d PH. (781) 932-2467 w' _ C m r .N FAX. (781) 932-9771 ! V/�S 6 c tl O C w O��r") SURVEYOR / CML ENGINEER: aq HAYES ENGINEERING, INC t >1°mc o X o G 3 L I! UI V y -- m 603 SALEM STREET vd,.at Srringfield M.E.F.C.U. Date C ��at° WAKEFIELD, MA 01880 PH. (781) 246-2800 New England Design Associates, Inc. Date 41 BUILDING CODE REVIEW Q BUILDING CODE REVIEW FIRE SEPARATION ASSEMBLIES Occ Required Provided Fire enclosure of exits(stairs) 2 1' Load Doors Stairs Dlors Stairs Required Provided CODE REFERENCES: MASS.STATE BLDG CODE 6T"ED. (780 CMR) Shafts(other than exits)and Mass Uniform State Plumbing Code(248 CMR) elevator hoistways 1 1 2°Floor 46 7" 1C" '2" 92" v w Mass Electric Code(527 CMR 12.00) Mixed use and fire area separations N/A N/A 1s'Floor(Bank Area) 67 11" N/A 114" N/A Men z Energy Code/780 CMR Chapter 13 - WC (1 per 25) 2 2 3 FIRE PARTITIONS �1 cwi> z Mass Architectural Access Board Regulations(521 CMR) st �V I w Exit access corridors 1 Floor(Tenant 1) 29 5" N/A 72" N/A (enclosed passageway)(1011.4) 1 0`. Lav (1 per 40) 1 2 Z 0 FIRE SAFETY CODE: 1' Floor(Tenant 2) 27 6" N/A 36" N/A SWELLING UNIT AND GUEST ROOM SEPARATIONS N/A !17 Mass-Fire Prevention Code(527 CMR) 1 Floor(Tenant 3) 69 14" N/A 72" N/A Urinal - 1 5c, Do National Fire Protection Association 101 Life Safety Code/1996 SMOKE BARRIERS N/A 151 Floor(Community) 67 14° N/A 72" N/A i� � try ~ W o g (NFPA 101) OTHER NON-BEARING PARTITIONS 0 0 .,� W M F INTERIOR STRUCTURAL MEMBERS Women .w� ^ 80 3'z PROJECT DESCRIPTION This project consists of two buildings.The first is.a sprinklered building of one Supporting one floor only or a roof only 0 0 WC (1 per 20) 2 2 f" D W o o w Egress Width/Occupant (inches/occupants with sprinklers)—Comer Bldgs. '+ i--i o N 3 and two levels on the comer of Lafayette and Derrby Street with a total square STRUCTURAL MEMBER SUPPORTING WALL 0 0 Doors/ramps/corridor 0.15 FZ ` footage of approximately 13,000 SF.An adjacentt one-story building unit on FLOOR CONSTRUCTION INCLUDING BEAMS NIA N/A Stairs 0.2 Lav (1 per 40) 1 2 pip w z Lafayette Street with an area of approximately 4,(000 SF Under this renovation ROOF CONSTRUCTION �,;1 %m t� the banks space,semi-access walkway and comimunity room will be 15'or less in height to lowest member 0 0 (inches/occupants without sprinklers) -1 Story Bldgs. �Y' [ z o 0 completed.HVAC,electrical and plumbing infrasttructure will be provided for the More than 15 but less than 20'in height Note: I rT, proposed tenant spaces to lowest member 0 0 Doors/ramps/corridor 0.2 ^ g z o aZT 20'or more in height to lowest member 0 0 1. In businesses less than 1,200 SF gross floor area one toilet room located within the premises with the F--1 r:i LL]< ° Comer Building 1-Story Buildiing Total number of fixtures per table 2.10(19),Table 1 shall meet the requirements. '�//�1 w o re 2° Floor 4,576 SF ----- 4,576 SF 1 hour as they connect less than four stories.(1014.11) V 1 oz M z n Floor 8,947 SF 3,s5o SF 12.797 SF — Not required if sprinklered.(Table 1011.4) than 5u people)of exit access corridors(Table 1011.3) 44"(36°when serving less 13,523 SF 3,850 SF- 17,373 SF Maximum travel distance to exits(Table 1006.5) EXTERIOR WALLS: For buildings from 0 to 5 feet,the fire rating of a separation wall shall be 3 (Chapter 7) hours. Required. 250' Provided:70`(Sprinklered Bldg.) Note::Each of the existing buildings has multi-wythe masonry walls,which are Requiired: 200' Provided:42' (Non-Sprinklered Bldg.) GENERAL DESCRIPTION: Use Group: B and M(Worst case M) structurally independent of each other.There is a 3 inch space between the The Minimurm clear width resulting from doors opening into such spaces Shall be one- (Chapter 3,4, 5&6) Height: 26',two-story buildings. half the required width of 22". When fully open the door shall not project more than 7 Construction Type: 5B, Unprotected, under into th(e required width.(Article 1011.3 MEANS OF EGRESS: Gross Square Footage (occupancy based on 100 S.F./person for office/bank q ) A sprinkler system exists in the comer building,which allows an increase in the areas and 30 SF/person for first level retail areas). height and area of the larger building The smaller building has no sprinkler system. 2°"Floor 4,576 SF = 46 People ACCESSIBILITY: Requiired door clearances(32"clear)and strike side clearance of 18"provided at pull 100 SF(per person) side amd 12"at push side. Height and Area: ls`Floor(Bank 1) 4,023 SF = 41 People (Chapter 11) Accessible entry provided. Allowable height and area: 1-story,20', 4,800 SF(Table 503) 100 SF(perperson) Increase for fully spnnklered perimeter (access v - 5%—I,2-story,40 feet 1 s`Flcor(Bank 2) 2,608 SF = 26 People � � MANW3 Increase for partial perimeter access over 25%—IN/A 100 SF(per person) ENERGY. UST (Chapt?r 13) Allowed Area Per Floor 14,400 SF 1"Floor(Tenant 1) 860 SF = 29 People � r Actual Area on Largest Floor 8,947 SF at corrner building ?� g g 30 SF(per person) Existing Building—Chapter 341,Table 3407 used for new system. s •, ry� 4,000 SF at one-story building s1 = 1 Floor(Tenant 2) 802 SF 27 People „ n--'r-p0.iL4E 30 SF(per person) �- :� _ "� T-001 TITLE SHEET FIRE RESISTANCE RATINGS: Table 602 Required Provided s "� x � (Chapter 6&7) EXTERIOR WALLS 1 Floor(Tenant 3) 2,044 SF = 69 People PLUMBING FIXTURES: (Net S.F.) 30 SF(per person) Loadbear ng 0 0 s, , L: n, CIVIL 1 Floor(Community) 1.004 SF = 67 People Population Bank Area 60 people or 30 Men, 30 Women FIRE Non-loadbearing PARTY WALLS- 02 N/A p ( ) p p 15 SF(per person) i�,�"}a. ' >'� z.., G-100 PROPOSED SITE LAYOUT [� w D-101 SITE DETAILS W U r L-101 LANDSCAPE PLAN WF�I O E O ARCHITECTURAL � I. a x A-101 FIRST FLOOR PLAN i= Q'., CU ' — .. _ -- A-102 SECOND FLOOR PLAN °' V) �,��, �,`�[•�` ��>. �, - S �'; A-103 PROPOSED EXTERIOR ELEVATIONS o � o 14 R Y L - '° ".'fir` A-104 EXISTING FIRST FLOOR PLAN A-105 EXISTING SECOND FLOOR PLAN A-106 EXISTING EXTERIOR ELEVATIONS Owl y,L ' I f •n�t :- . - - >--�•. .F-.' -. _n- •"7�dr'��':'moi_-^��-�.- _. Z T o �•j .ham. ' Y-.: p Nf X 9.39 "NNNN NNNN v (000000000 POURED CONCRETE RE7WALL (1-3' HIGH) c r-00 C4l 1 1 1 1 1 1 1 ' 3 o 75 ON TOP OF GRAN/TE BLOCK SEAWALL N N ON N p X 9.49 PAVEMENT PAVEMENT 'e t •- -- - -- . 0000 I ANN 9.23 9.5 x 9.56 A �j J . ` 9-n X 9.54 7.02 V9.25X -gg , BOLLARD A 9.29 5 x 9.51 f EP-= e \� I#&Y WA7ER A94W L) - - EZEYAna�v = 7.0 � �=zs OW 8=9.74 a.cob � 9 1-3.6y � 9 5 CURB 9.40 ' /=s/9 g/T CONC. `? w 9.7 0 9. " c' s.sz I R/VERRFRONT PROP. 9 5 I ®9.76 r 9.45 .47wwwwlw�wwwwX .43 EjEV=10 Lr INV�2 p \ z I I 10.40 x b Ea X 09 X 4 EASEMENT X '°'° I CONCRETE 0 9. 9.50 9.69 I I cL 9-22 •480 9.58 X cw 8.9 5 I ARC/`1 C/� "Z ArW,AY x 6.43 , .94 x o.96 I ° 8.1 s s7` s es x I FOUNDATION .� X 6.51.., 111.(!4 ,0.77 mar 888 carat e+s>ty k;.k " A Ci - x ,,. I10.0 ) CONCRETE 3 co RJMdt9 �� 9.81ox 10.47 _ _ 10.48 _. � PAD x 10.4 � oo � 12'1-6 4e ' � - I / �I N O LARGE- GRANIT \ 02 /f r. 00 oN0 -' E BLO -- x W 0 / / X 9.5 70 9. H x=9.64 &27 co q- 8.99 X 9.39 II / / \ II 7 X 19.71 VC 105 -'i C�Ty WALK \. x 9.o x o x 1 N ai N N 99 SNOW N v , m 00 z E ECECTR/c SMRAGE I I �cr - 0 9i2 x 9.52 o s.n P�4/NTED �Cr. A -" 1 .1 LL e.e x as [L ' �1 v / I � a I m 9.62m p.0 �C �� I LECTR/C Z,// =s sf cc - 9-94 X 9.0 9.5 X 1 2 1e) -y � � N 9.69 / I � -m I x 9. 9.88 V USE POYJrPfD GYaMC` kc 9.55 � � _ x j C c� 3EZECT. CURB OVER CUL WW �� ,o v1 X9 ` NE z '�a/us/s aiEr,U OR.w,� � �. V ELECTRIC X a B/T. CONI. 3 a LL- 4 4s Ilr o l / -r 8 =6.71 ( ) 8f-1V ES o x 10.1 o I �' 9.48 p x #(j-PA 0 0 ,�A 7 / \ (TVP'/CAL) x CABINET � SEE nETAa sH[EET s ,oq/^, s� � I OBER CONC. I I E ( ) x o USED `c� TED ELECT ` TOP 1b. (RE3KJV£) J PROP. I r F OW 8=10.1 RIC L/NE s C� I W GRPLACE VERS I 1n X 9.45 , p �� o x 9.65 ��(MT DETAIL SHEET) 2 ` � � N Lo S�G7V 9-�XP 9S I 32 A O •'C ' O \ 9.9, X 9.96 \� `-�. I O I _0 0 OI 11l7r L7V7ER' 9.43 ` 9. k \ I 1 100 �. 5 h II N J d Q S�rIV O 08 9.56 I - V 0 \ m N ~w Y ,� �Nx° Q LEASE 0uJ � SNE A C 0 PA x s.bo B V \ x 9.79 � � ,4 13 I l .. 0 � U 1 - o ' e� X 9.62 3 X 9.37 r 11�'"" Q 7�S STEEL C U� AREA_ m G I \ o ' v o n i J Q• PROP= � _ _ - -- 1 .5 - I ..i.� '� rn 0 0 0 a- Of?z -� - 0 0 oR '0; \\\\ , h \ X 9.76 V 911.0 x 936 - 67 \ \ 100 - �'IVOIK- 47 \\ 311 o W ,°.,7 STORAGE ` o X 9.47 m . 9 5 9.74 Q^ X 9.88 G44 /PTE BOLLARD �� 10X x 9.4 m `�' PA;;JTED LINE \�\\� rop ,,,,,,,,1 ,0� ` r ) scc ;11.2; `` 9.0 I r SETTS 5 \\ fZ oOR ELEv�"="9`1� YARD ,SP` C 9.17 ,- ' 1 B \ � Z � b 5 �, Fav \����\ 9? 1 ,r¢ \ ` ` I f o w o N n AVr EWM" \\ A 1 �" spy a \ �� 101 APPROX. LOCATION \�\\\ R7P OF L Y.YV�C � ,` ` x 25' EASEMENT -s:4 N eQ It 4 9 tieyry 8 �!- \\� li7P OF CONC FZ0�0/P E[EV=9..3C� / �, \ v' . o o L.NIIIMASS. ELECT. °wwoo Pr►°E5 �� nOOR ELEV'-9.42 WI VA PARK/NG r�ar�rfF �C V �s ,• I 6'/=4. 2 METER fzooR .�zei26 ALL FINISHED fZOORS 1017 Qq, x 9• o N 12'A-J� 9. �, TO BE AT ELEVATION 10 OR ABOVE D v , s ; i 1 r \ ;, CATC R4S1N 5 fz;..!� I \ 10-,3s /a417P YAR 1 9.9 ��G y 0 ES . I(641ER L2EV 292 70P OF COAC o DRAIN ;' �0 RIM=10. 10 ., \ FLOOR ELEY=9.'S ^ RIA-9.9 :�Y' �;' � (r0 BE FILLED /N) BY--PASS LANE O i \ ( � I / o o x �G `�' �` PAVEMENT Ol/ER E.t'' :'/"vC CONCRETE (LEVEL X 10.5% qONE 10.4 --- WAY x x I 11.4` OR/VE THRU LANE \ +o.s , i \ \ ` �TGRA �o x - 10 5 / 110.3 ` ?k ` I P)FOP YARD ` x 10.5 1 0 OVPA'M .-_ it 5 x 10-5 x 10.3 x 115:9 ` 1 I EX/ST/NG BU/L DING �''"' f0 4 t __ 2 SPACES / rill. 1 \ i 1 10.8 I 9.58 \ �. ,o. LL x los X / h vv11 \ _ Lag R=6 UN1 R=9.58 D i j�� 1° l 84 12"1==6.54 12'X658 \ Oe D S -- �� x ,-b J x 1.0 , � h n \ - 700 OF CMV 3 ��; Z ro BE DrWL15 12'1+3�5Q c� fZ OIOrP ELEV=10.25 �1 S �_ ._. J �t 1 ��R D D D --- x 10.�{ F./11�i UNI caw O �C �,'�- 70P OF L brut \ /r?F OVF) ' _ C- B 1 O s7 W . fZGY•W QEY=fO.sJ 1 10.7 O t 70P OF COW fZOOR ELEv=fo-o1 O o \- I \ 9 24 E �� 12.2 �m \ V � I LEGEND OF LIM LABELS z E"X/ST/NG BUILD/N x 11.0 PL - A rY LAE Q - E4cwE \ Z UJ 9 E�'/STING SU/ZD/NG �, m 9.7 E \ _ 7t7P 1AVOORIOUTLYJ�OYP / H 9.7\ A 000R RY/NNER 81.45 CURPE7 EZEV=11.72 1 EA/H I R=11.91 Z >• W 9 / 7i7►o INL7IQAR/Al17D17�0i4 � ® 11.91 W < 9.7 CARPET ELEv=11.05 ROOR EZEv=10.56 ® 11.80 Q Q. LL 700 A/ETAL 7W ShgCO = EAIH R-11.80 I J o J EZEv=11.79 .92 \ \ \ \ Z LL ,,-6 f= w J < E IFROM I cwt a1�Y' v o W In W ''s acs o W W< I 1271A GYJVK^ .S/OL'"WALK� !� G1�Wl^ S/L71E7YALK v o 9.95 10.7o I EZEY 1.49 CONCRETE SIDEWALK W c co HUD FL 000 ZONE A2, ELEVATION 10. 10.71 EZEv=1 f.f 1 11.10 ! o Lu COMMUNITY PANEL X1250102 0001 B REVISED AUGUST 5, 1985 9.96 G� 10.34 ® 10.64 1 o 9 I ,�R " 43.19 1�f 10.e9 Q 10.02 EA/H R=10-s4 12 LxAr VGC 10.23 10.74 VGC !a9 R- 1,��5 1 1 .1 NOTE.• INFORMATION SHOWN ON THIS PLAN /S THE RESUL T OF A COMP/LAT/0�1V OF THE FOLL OW/NG SOURCES 9.9 2 9.9 6 ®-+e e 1 0) I slwv R�f 1.go (�ucL a�a►Pr) � 711•. GRANITE CURB I 30 AI11V�/TF P1�7t7VTl�lL .3s'i -1.s�° 12'1-7M •• r� o AND /S NOT THE RESULT OF AN ACTUAL FIELD SURVEY BY HAVES ENG/NEER/ING, /NC.: co RS-fo.o1 V >. �6R 12' ese o 80r- AW o &J1 12'�6e1 W L : I PAgKM 5PACES �9 � 1. 'EXISTING COND/T10NS PLAN OF LAND" SY NORTH SHORE SURVEY CORP. L?ATED SEPTEMBER 25, 2000 �' r�ON�a` � Q W 9, ' 00 I ' _Q s�wry 11•�n E O ^' 2. "PLAN OF LAND" BY 84Y STATE SURVEYING ASSOC., INC. DATED MARCH 5,. 2002 ®10 29 O W W I © 11.22 J6"I= -1•� z _N J.. "PLAN SHOW/NG EX/STING TOPOGRAPHY" SY BAY STATE SURVEYING ASSOC INC. DATED MARCH JO, 2002 O� L � � � � �� I wv � � o, T- � \� �Q11.o7 a1v u�r 11.22 3 ' ® ,0.44QQ CL NOTE: GRANITE BLOCKS TO BE REMOVED AS DIRECTED. 10.44 Q 3 3 m " LAfA YE-TTZ- STRZ-fT J Q V•1 z IT "NN C 00 O 00 N r-N > II )0 0 FRAME & GRA TE COVER (NEENAH R-2525 SER/ES) •say-4 0 V " 5f RN/SH GRADE I GRA SIDEWALK SIDEWALK p -�- � f7N/SH • ` .v ^ s vvv 1.•f2 u 1.12 h #FARING COURSE �O m 1 1/2'�fFAR/IVI^ COUIPS£ ^o SLOPE SLOPE V 2 B/ND£R COURSE VERTICAL I I I BINDER COURSE s GRANITE 6-O- 3'-6" 6' O" • " s' w . .' ' CURB I" SCHf 00• _ v o% 12-GRAlfZ BAS£ Vvv PLAN 1/IEW8D. 40 PVC . vvv% GRfZ 84SF vv - N ,vvvt E-IBE27DID vv A G'21ofZ •vvvvv . CEMENT vvv V •vvvvo . Vvvv �CA,P� vvvvvvv% GI-7 'R£TLr �v vvvvvvv% IN cave. V• av• O 0 QOj VV vv 00 0 � =1 I I=1 ' . vvv =1 i=1 ' . v v v v ov 111-III "° :II I-III ^4 a v v N I _ vv . vv _ _ vv . vvvv � 0 1 -I 1=1 vvv vvvv- -III-I vvv wvv- et 111=III vvvv cRAVFz a4SE vvvv - _ U) 04 vvvv _ :I I=) I I v 0 0 0 1z"GRAIIZ 84-5F VERnC& GRUPE CURB o N VIII-1 =_===_ VIII-1 ==== -'- -� ii _ - CONC. N E COCO I III III-III-III-III-I�I-I�n-I�1- i I�I I�i III III-III I i I III-I�I- = I . _I_ _I_ ' �; . - � N � v I � '-I i 1=I I 1=1 i i- 6-O' 3=6" 6-O" � M v COMPACTED SUBGR.4OE CWPAC7FD SUBGRAD£ EZEYATION WIEW ., Z con 3 a L� 24 RCP GRAN/TE CURB TYP/CAL SL 0)Of GRAN/TE CURB LO YARD DRA/N N O 30 O p, O0 o NOT TO SCALE NOT 70 scaLE DETA/L � m a- N WHEEL CHA/R RAMP DE TA NOT TO SCALE o W .. j NOT TO SCALE .. v � o a� •o ` LIGHT TYPE LEGEND p APPROXLMATE'LOC4TION OF UNDERGROUND CUL BERT IrJMH R=10.1 p A _ 4" 7HAX H-20 TYPE A - A SENTRY - BATTERY PARK SER/ES 175W METAL HALIDE WITH 12'-3" SAL-FT POLE xkSETTS N �, oIt00V W/B�& ,�'rAR _\\ SEW-GLOSS BLACK '�'6"I As R£(X//RE17 RAT rop " __-- // 8- !=7.6 " - W =' w V 12 HI-0 8 H/ 0 pW S=1.OX B � W � > N � Q 4- TYPE B - (� SENTRY - BATTEh PARK SER/ES a W o Z DRAIN / 175W METAL HALIDE W/TH 18" SAL-WB WALL BRACKED s- z 12"/^n'=7.2 -- 12'/lyy.=7.5 \ ��/ SEW-GLOSS BLACK - 8 Cl /NV Jr.;,a' PROP. YARD 0`1+W00 I 48 -*1" p-(A#,V) ` 10.3'f 1 - DRAIN DY4ME7FR h a1r�s/DE � --------- h <2 n��� I�a�es TYPE:" C - �(C SENTRY SPW WAL.(PACK (SPIT2) . . �� f 2- �� 175 W METAL HALIOF I -_-_----- BRONZE E�AKED ENAMEL MORTAR AU "KS TYPE D - Q D BEACON LA ✓OLLA LANTERN T WALL MOUNTED W TH 7OW METAL HAL/DE MIN 0.12 .sib N. r BROZE FINISH `,� �, .siEEz PER TYPE E - E EX/ST/NG WALL MOl!NTED CAST BRONZE FIXTURES oPENI�►�^s' ` ' ►�-RD Al ter, _ GOAL /S TO REwIRF AND FIT W/TH FROSTED GLASS GL OBE PLACED AGL'ORD/NG s-C./. LY1VP£D /NlD IDt21/N „ TO #SHO 6 INV ss7.6 ""TIDEFLEX DESAGlI WN M-199 TO MATCH ORIGINAL BACKFLOW VALVE W n?EAVY DRW TYPE F - Q /NF/N/TY LIGHTING 12" SQUARE V R=9.7 z RECESSED PREM/U14' LIGHTING HORIZONTAL MOUNT a 100W METAL HAL/DE SHALL OW DRAIN MANHOLE TYPE G - G PROGRESS LANDSC4PE FLOOD LIGHT W DRA/NAGE Z BLACK FINISH V GROUND MOUNTED DETA/L m NOT ro SCALE DETA/L NOT TO SC4L£ Manhole Frames and Covers Rim elevations to (Stoneham Standard) match finished grade /"► `� elev.l0t M' Concrete reinforced 9-o HS20-44 loading Risers by others �_ Sealant ` Top and aides Aluminum angle flange 6" Concrete Typ FB sealed to vault B g g with neoprene gasket. Invert-7.6' rubber and l WeirWEIR OUTLET 3 S: s:. P?:-. : 8'X3' BAR GRATING Invert=7.6 .t ` ' '11 sealant : Orifice Plates .6 J 4,_! UTL.ET. RIFACE � j ee note 9 A Z W A _3. INLET See notes 8 9- r � PLAN VIEW l W •'; •= '" . ::t..-f'=� .: ; -; - ,1 :-t ;. • Aluminum 1 E- 1-" Lu • • .• �.• ° ° o _. swirl chamber Sealant Baffle Wall Flow Control Wall •d a� e� .P CORE 8" DIA j OUTLET 4" 1'-8" CO W < SECTION A - A PLAN VIEW B - B 4 LL " �'-- J- I �-4 ..rrr. 7. 4 " •• O J NOTES. 5'-1 V" m 004 1'-4' 2 " Q J a 1. Stormwoter Treatment System (SWTS) shall have. 5. SH75 inverts in and out shall be at the some elevation SIDE SECTION VIEW END SECTION VIEW Q, l- � } Peck treatment capacity.• 1.6 cfs 6. SWTS shall not be compromised by effects of downstream tai/water 1- Sediment storage.- 0.75 cu yd 7. SHTS shall have no interna/ components that obstruct maintenance access ITEM NO. M-TD6 6' SECTIONo W m W Oil storage.- 270 gallons 8. Inlet pipe must be perpendicular to the structure M-TD3 3' SECTION •� W CL ° W W-i Sediment chamber dia.- 3' min 9. Pipe orientation may vary, see site plan for size and location Nom: o Q a_, m 0 0) W2. SWTS shall be contained in one rectangular structure 10. Puchoser shall not be responsible for ossemb/y of unit W J. SWTS shall remove 8OX of annual TSS loading 11. Manhole frames and perforated covers supplied with system, not instal/ed 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. a- A SHIN shall retain flootab/es and trapped sediment up 12. Purchaser to prepare excavation and provide lifting equipment 2. AVAILABLE IN 3' AND 8' SECTIONS. CA to and including peak treatment capacity 1.3. Dimensions shown are typical. Actual/ dimensions to be provide by Vortechnics in rn 3. AVAILABLE IN END OR MIDDLE SECTIONS. N 00 Vortechnics 4. CONFORMS TO H-20 LOADING. N TYPICAL VORTECS MODEL 1000 41 Evergreen Drive o Portland,ME 04103 STORMWATER TREATMENT SYSTEM ' Te1.:207878-3662 TRENCH DRAIN DETA/L E C) NOT TO SCALE Fax:207.878-8507 (PROVIDED BY SHEA CONCRETE, INC.) Z �- 3 NOT TO SCALE v •3 a 0 m J Q N Z t c O 0 •N South Canal ' - �' C ,41.11��('r/ar�E IvWuIvD Q N WAVI PI..^-Zar NJ n j • rI 634-Q'Sia v) ----------------- ' - • . ' + ��' ' c �F►�u�-�h- o N �����,!a�+.1 r - -- fu rl � � 6 • . ) � ���- �iL uct•}-mss ars s��w►�J . � � • PJ �o • W -�-' Cd �t r NE 3 4 Z G .3Z 'a E \ DRi I \ V • • • • � � ro • \ Q. WAY � 6 ii N NE r E I { � v S L�Jb 0 O �N r 5L-�Y P/11 ►J� .. lNRU F•�Y •J � � .. R, E I c ' ' c Y U V Z vt a CID P!•�- 1 Nv S r s e tom. Fo3t- �t c2- V I 5 v I esMW1-110NChy AC4.E05S Az ., Un vL�L .. H CD LL ,.O p 12 7- 15 Z + I • ' ', VAN k2 •, �� ' '+CIO \ C • • . ` P � v • • . \ BY-PASS LANE POST cU�4T- (T` f.) \ �2�� Kl�t+ Cv�-�tJ I� Px�u.-,4•iz•,v ��j�.) >� ve co(. v-cp P/+T1LN _ Granite Bollard ',9 GUNGQ-E • O DRI V THRU L IVL ti Z U w U Z gaSpz . . • 3 4 Z �Wz Graplte Bollard Det all Plant List w o g F­I 7-7 -)1 2��yJ Alum �h�uas . I \ G 15 Ilex Glabra"Shamrock' 'i8-24" �+ j gR 6x 6 g la L Z Z Shamrock Inkberry 17 I V 9 Viburnum plicatum mariesii 3-4' S Doublefile 'burn= S W 8 Itea virginica"Henry's Garnet' 18-24" IaX S T Virginia Sweetspire pJ $ Rhododendron PJM 2-2 i/2' PJM Rhododendron SP 5 Spiraea"Little Princess!" . '15-18" Spiraea C ` 6 Clether.alnifolia"Hummingbird" 3 gal. Summersweet AZ 6 Azalea "Deleware Valley White" 18-24" White Azalea HE 3 Ilex crenata"Helleri" 18-24" Helleri Holly H 6 Ilex M. "China Girl" 12-21/2, •,.�® Blue Holly 0 R 6a Rosa"The Fair/' 2 gal. Pink Shrub Rose ��' � BR 7 Rosa"Betty Prior" 2 gal. U ' Betty Prior Rose - - �• ;.. v HY 1 Hydrangea macr;hylia"Mariesii5 gal. LacapHydran - � Q s 3 �� PIPa Perennials. Grade, Groundcovers J 100Juniperus horizontalis Bar Harbor 15-18* �+ Bar Harbor Juniper X 51 Pennisetom "Hameln" 5 P>~ Fountain Grass Q , Z q 0 Hemerocalis "Stella d'Oro" 5 Pt. Trees a pry /i Yellow daylilly " Acer Rubrum "Armstrong" 2- 21/2" W 10 Coreopsis .Moonbeam 115 Pt. Armstrong Red Maple Lafayette Street Tickseed : C B 3 Carpinus betulus"Fastigiate" 2 - 21/2" T 10 Salvia Esat Friesland'., 5 Pt. . Pyramidal European Hornbeam Sage PC 1 Pyrus calleryana"Chanticleer" 2 - 2 UZI` GSA hhaa F S 10 Sedum 'Autumn Joy" .5 Pt. C nticleer Flowering Pear Stonecrop of S' 10' 20' .30' 40' E A 2 Hydrangea anomala petiolaris 1 Gala Climbing Hydrangea z B 1 Actinidia kolomkta 1 Gal. 'i•"' Kolomkta l = C 1 Akebia quinata 1 Gal o 28'—Cr 0 i I CEI 0 0 000 IocI � ELEV 10.03 I .r., `I I C 11 i 4,023 SF f � i NEW CURB Q ter, N.D. ATM 00 rd SET \ \ �— 500 SF � cc WAUS TD -O'AFF. 2,608 S F U2 �-� m rDF UK 06 S ,� ' 'S7l1 EITAB0VE FVNRE,alEM WSW 860 S U `s m.. . . 2 0 F WWW AT �� u ❑ 0 2 S n` f W-r 2,044 SF W a' MOVEABLE ' 1 1Ob RNuwc co ATM Oo 0 0 o O • WINDOW AT 1 ,004 .:. ..:. A ,.. ...,. O 3 6'-� AFF. CKAI \ Q ELEV 9.98 io ��— cfs TOTAL 12,797 SF ; \ O N �M w m N N L�� \.ViEC6-8EW_ LNECC DESK- d' ELEV 9.93 — — / m � a+Eac DFsx ELEV 10.03 wam 2 FIRST FLOOR PLAN - KEY PLANOF] �: ELEV 10.5 A 101 SCALE: NTS w1rID, i J 0 RAMP UP \ `'1 C o (IL N N pcNO^i �N U o� .��Of pc WCOD) IraO maa 0rn3a� ELEV 10.6 � z ELEV 10.0)141 w ~ 3 r W , Q ELEV 10.63 y o �J , WALL M MIME ONE HOUR (ONE - <� .. i _ 3z_ - � - ,- � tza f w O�Q U� wME0 t ry 0aw INEINTS 1 sa w -.. } N� t >s + az— yV a /��, � �, w v� P \ - Z zw /Hc , ,� y� t,,.�� /� � �: EXTERIOR Y WALL MOUNTED LIGHT / cff k �� ELEV 10.60 s NEW BRICK WALL -' i K ,�HCpF � X FLOOR LEVEL W/ STRE • REMOVE CONC. m irn '`t.. NOTE: TENANT LAYOUTS AND p TOILETS ARE TO BE WWO REVISED ONCE TENANTS ARE CONFIRMED. Immi ITY'kZ00M4 � � w U C-) O+ V 1 0 1 FIRST FLOOR PLAN �10NEW STORE FRONo SCALE: 1/8 = 1 '-0 t � � _ o � a� . c O r - -- - - - - - - -- - - - - - - - - - - :; I I i I _ II •r--I • I i I I r - - - --I- - -- -- L - -- - -7 Q� I / r - - - - - - - - - -- - -- - - -- -L - - -- --- --- - - -- - - - - - - - - -- - - - - -- -- -- - - - - I / I F Co f--i EXHAUST FAN // 1 ,194 SF I I / / vi 918 SF •co U \ 1 ,567 SF II � \ \ 647 S 5 N \ N 4 I m N r- - - - - - - -� NEW ROOF \ m C V N TOP UNIT o 0 a \ / SECOND FLOOR PLAN - KEY PLAN Y I �10 SCALE: NTS a�te " 0000+ c mNN OO�W :rT N•p,o FO- 7 C C'm i x � U °" m kX On— LADDER TOI ACCESS RCLOF 0 \ z vw \\\ y WIZ \\ \\ LLwO O \ \ \ { ZOZ o _ o3w \ \ \ 141- f / � \ \ �Nz \ \ \ \ \ \ \ wiz \ N O 0 v , / \ \ gZ0 wIr \ \ \ / ' \ \\ \ Z=W TENANT LAYOUTS AND 7- TOILETS TOILETS ARE TO BE REVISED ONCE TENANTS ARE CONFIRMED. \\ t DN y / vs a ROOF ACCESS \ \ \ / v 1 SECOND FLOOR PLAN ��11 SCALE: 115' = 1 '-0" C\l \ \ 0 J _ II N O EXISTING PENTHOUSE rn N c REMOVE PAINT FROM SURFACE .2 N a REMOVE EXISTING WOODEN STRUCTURES REMOVE EXISITING WOOD NEW ADD ON AND PROVIDE WINDOW NEW WINDOW - TYP �I NEW ALUMINUM FLASHING TYPICAL WALL ARRISCRAFT ROUND WINDOW ^^ `` MDO MOUNTED FIXTURE THUNDERSTONE W EXISTING CONCRETE NT BAND Q i IN LAPAYET I t SfREET • --- ❑❑❑❑❑ ❑❑❑❑❑ ❑❑ I' m ❑ W MDO TRELLIS NEW FACE BRICK SIGN BOARD 4NEW DOORNEW DOOR NEW NEW DOOR �d NEW BAY TRELLIS WINDOWS ENTRY TO SEMI- TRELLIS TRELLIS V PUBLIC ACCESSWAY AND WINDOW41 0 NEW DOOR WINDOWS /-EXISTING NEW CURVED APEI`�THOUSE BRICK WALL BRICK PIERS � U1 1 z EAST ELEVATION A-103 SCALE: 1/8"=l'-U' b N p � � O EW WINDOWS, \ a TYPCIAL to oIN, W m N �iffQ 10 +1 111:4 11 0c Y U NEW TITANIUM LETTERS HEM Ifflilill 111111111 1111111111 F I'll' 4Tr U 0E t 2 WITH BRASS FINISH, 14" o U HIGH, MOUNTED 0 NEW DRIVE THRU " BRICK ` or.vn I c — p y fF7TT-P FTM m O �70C� ❑ ❑ � � oEm AdOq� ~ cl O X PRECAST STONE PANELS MDO SIGN BOARD _41— H= rm= .� NEW WINDOW REFURBISH EXISTING U l NEW BRICK AND CAST LIGHT (TYP FOR 4) I]�, j STONE SILL ¢ Q 2 NORTH ELEVATION �103 SCALE: U}+ r:u mZ .,L +, i,r e+1+ I I i -a LI-IugfMi 9I'-tulIz (n 3 ILo- WU NEW TITANIUM LETTERS 0 0 0 0 I WITH BRASS FINISH, 18" i , zoo HIGH, MOUNTED ON U3 CURVED SURFACE OF ooW BRICK, SET OFF 1" CAST STONE CORNICE ww SOLDIER COURSE BRICK �m0 RUNNING BOND BRICK NFo z � o IDEJ a TYPICAL WALL o W o MOUNTED FIXTURE z LJ�d a HARBOR WALK �� oO BEYERLYC gPER\TIYE N, g —� � � SIGNAGE SIGNAGE � SIGNAGE r SIGNAGE SIGNAGE 00\0} ITYR00M I 104 Zo 0 0 DL 1=11 17L U1 NEW ENTRY TO BANK CAST STONE SILL Z NEW (CURVED \LRUNNING BOND BRICK -NE FACADE ON ONE STORY BUILDING Q 3 WEST ELEVATION BRICK. WALL CAST STONE A-103 SCALE: 1/8"=1'-0" _ w IT w NEW TITANIUM LETTERS REAR ENTRY TO BANK WITH BRASS FINISH, 14 �Q p. HIGH, MOUNTED ON NEW DRIVE THRU � FYPON AND MDO BRICK, SET OFF 1", LANE SIGNAGE , � V FASCIA ATTACHED TO CENTER ON WINDOW `d' ��` :. O BUILDING z O N .,.. LAFAYETTE STflEET Y^' � � � �Vj l NOTE: .0 rT SOUTH ELEVATION NEW BAY WINDOW TRELLIS BANK ENTRY TRELLIS BRICK FACE TRELLIS 91-p" 40-p" MASONRY TO REMOVEEREPOINT ALLR z A-1O3 SCALE: 1/8"=1'-0" ENTRY TO SEMI-PUBLIC ACCESS WAY PILASTER NEW WINDOWS IN 19'-0" UNTOOLED JOINTS AND ' NEW CURVED BRICK WALL LOUNGE AREA MATCH EXISTING MORTAR. GROUND LIGHTS, TYP. it N C �fl1 U Q' W v O � W � � • b o 0 0 II N a 0 O d It r r W m N C Y U U O O N p VI 0 0 0 d y t01� • �'�NOni c o n'ado l c m�MM �fll V O� U O) o�w` O 1 1 o m D In i.°L F� oX n�3aLL � z ND U l 41 Iy. o QA tiz IV W U �3z u z IWO Ngo zoz II . WMs 3 Z w W W=Z am0 N gzo a¢rn UWUL �Wom zM:Q(L O • i i a x o H 92 s� 1 EXISTING FIRST FLOOR PLAN o A-104 SCALE: 1/9' = 1'-0" W A� o z �3 o 0 T- I i I O v, I . V1 W �-i C3 . CO o U O el M 5 0 0 0 u N a o 0r 04 C Y U U cn 0 o 0 a STORAGE a o"XX BAR WAIX IN COOLER AREA fo r Y f0 NT ID n ro I I A•N v ~d0 X a. vU 3c .. U y O O p� O O L v m< n3a� RAMP DOWN ,// / / ON H • O /'' r Q DN WHEN {�Z O W rU �3z N z W C9 uyATM of H p Z �� D 0 z Ow� : w C., W=z 0 amo E�cr z o z o.Dsu LA�T a z y L�)Ld W iney H Q a LLI z DN RAW a x O o we o •3 r�, oa 1 EXISTING SECOND FLOOR PLAN LO �105 SCALE: 1/87 = l'-O!' o Z •3 o 0 m 0 'y N REMOVE REMOVE REMOVE EXISTING EXISTING EXISTING nn `` CHIMNEY GARAGE RAMP W STRUCTURE Cl - 1 I i rr7 �p IPPR IRS I I I I I- it II I G� 1111 II �I I i L J SII I I II / II i � m N E REMOVE REMOVE EXISTING REMOVE WINDOWS FOR NEW EXISTING �co EXISTING ENTRY WINDOWS DOORS rl `),,EAST ELEVATIONAND o WINDOW A-105 SCALE: 1/8"=1'-0" nn ll as W � � REMOVE EXISTING Z WINDOWS, TYP. o �c a It W m N LLJIJI _u. rNSE - ��=-ARM - ter- -I �- - I II II I c Y U .0* 111 11 11 111 Hill 1111111111111 o a. 0 FT [M 11 Ili 11111111111111111111 IITlT[]T[uTT= 1111 Jill ILi',�r,, tiro-' 1�Llkll 2 LAillWl- tF g �� CFTIIEE13I �� ��l FSC JO �mJ e ooN�, �-- -- - __.� �J�� ❑❑ ❑ o�CL NN TIT y U �' UoOI Of I II I p-W o I II I �� (n � _ _ .. y REMOVE EXISTING REMOVE EXISTING EXISTING LIGHT BASES _ ENTRY FOR NEW WINDOWS FOR NEW TO REMAIN 2 N 0 RTH ELEVATI O WINDOWS ENTRY ,- A-1o5 SCALE: td z _U w L CJ ��Z EXISTING STOREFRONT' v 3z IWO TO BE REMOVED ON o�W —! ONE-STOREY BUILDING. Nip EXISTING BUILDING AND �zOZ —— STRUCTURE TO REMAIN mpg ————— — —————————— ——— D 3cD ——— ——— ———— — ————————————— 0 z pp w w I Wiz amo r ��pp -- - - T--��= ---II--- T I I I I +SII ------- --- -------- I uiwQ0 _ I I I f �1 I -� - - - - - p� w — — o=zw II IL - JI II II II I I- I- - - - - - -�L_JIr -T - - - ( z�Qa II II I I I I II 11 II it II II I I I � 111 II 11r� �,II II II it II I I i I II II II II II II I I I � I (I II lill IIII II II -II_- ll---�- fir- - - - - -IjjLJ � - - - -� - - - -jj Fl = = Hl� 1 � �U I I I I ==�1 1 =_---_--- -ll- REMOVE EXISTING EXISTING LIGHT BASES DOOR AND DEMO STEP TO REMAIN 3 WEST ELEVATION z A-105 SCALE: 1/8"=1'-0" O H � I • � a W �i �`� o NI F ,. C y �3 r,� n jyyy i rT�SOUTH ELEVATION REMOVE EXISTING � REMOVE WOOD SIDING Z WINDOWS TO BE REMOVED o� �101 SCALE: 1/8"=1 o