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HomeMy Public PortalAboutControl DocsCOVER SHEET A101 FIRST FLOOR PLAN A102 SECOND FLOOR PLAN A103 ROOF PLAN A201 SOUTH ELEVATION (NICHOLS AVENUE) A202 WEST ELEVATION (ELTON AVENUE) A203 NORTH ELEVATION A204 EAST ELEVATION L101 LANDSCAPING PLAN L102 LANDSCAPING DETAIL - SCREEN FOR DUMPSTERS L103 LANDSCAPING DETAIL - VEGETATED PAVERS L104 LANDSCAPING DETAILS 154 BEECH ST. #3 BELMONT, MA 02478 H A R O U T K. E L I A N TEL : 617-932-9270 FAX: 617.9342472 ARCHITECT EMAIL: HAROUT.KELIAN®NOVARCH.COM ARMENIAN CULTURAL AND EDUCATIONAL CENTER 47 NICHOLS AVENUE, WA f ERTOWN, MASSACHUSETTS 02472 BOARD OF APPEALS WATERtt) MET PERMIT APPLICATION 11 /28/2017 CONFERENCE A: 411 sq ft WOMEN'S TOILETS A:560sq ft MEN'S TOILE A: 560 sq ft MAIN OFFICE A: 153 s1 ff OFFICE A: 127 sq ft OFFICE A:132 sq (1 OFFICE A: 855q ft ELEC PRNK :70 / COATS A:133 sq ft STAIR A: 151 sqft • UNFINISHED / UNPROTECTED AREA UNDER SECOND FLOOR COURTYARD A: 3,678 sq ft 53'-6" FRONT LOBBY A:2,832, ft �I ESTIBULE A: 134 saf KITCHEN A: 907 sq ft STAIR S. 66 ay ELEV1sgit MAIN HALL (GYMNASIUM) A:5,900, ft STORAGE A: 512 sq ft STAGE A: I, ii! ag ft NICHOLS AVENUE FIRST FLOOR - EXISTING CONDITIONS Lu W 0 J W ANNEX TO MULTIFUNCTI ON HALL A:614 sq ft S-COND • RY VEST REAR LOBBY R E TRANE/ ; EG' ESS 112,1 COR O RIDq ftR OPEN OFFICE ARE A: 366 sq ft WOMEN'S TOILETS A: 510 sq fl MEN'S TOILE A: 560 sq ft OFFICE (T.B.D.) A: 235 sq ft ADMINISTRAT IVE OFFICE SUITE A: 2465gft ELEC ft COATS A:133, ft STAIR A: 162 sq It FOLDING 52' PARTITION + PLANTING BED *53'-6" ESTIBULE A. 131 sq(t NICHOLS AVENUE MULTI -FUNCTION HALL A: 2,14] sq ft PLANTING BED �URTYA A. 3,678 sq 0 PLANTING BED FRONT LOBBY A: 2,453 84 ft KITCHEN A: 921 sq ft ERVIC( AREA :182, ft STAIR 69 sq 1, ELEV. :rA.-ft MAIN HALL (GYMNASIUM) 4:5,9005gft FIRST FLOOR - PROPOSED DEVELOPMENT STORAGE A:512 sq ft i ! Y STAGE A:1,232 sq ft N 0 5' 10' 20' HAROUT KELIAN J ARCHITECT 154 BEECH ST. #3 BELMONT, MA 02478 TEL : 617-932-9270 FAX: 617-934-2472 EMAIL: HAROUT.KELIAN®NOVARCH.COM ARMENIAN CULTURAL AND EDUCATIONAL CENTER 47 NICHOLS AVENUE, WATERTOWN, MASSACHUSETTS 02472 PERMIT APPLICATION FIRST FLOOR PLAN A 1 O1 11 /28/2017 As l CLASSRO M TOR CLASSROOM A456W5 CLASSROOM A: 466 sqf CLASSROOM A: 456 sqA OFFICE A:201 sq ft OFFICE A: 103s j OFFICE I A: 176 sgft OFFIC A:7559 I OFFICE, A: 264 wrt i STAIR CLASSROOM A A,. f li CLASSROOM A 475,0 CORRIDORS A: 1,919 sq ft CLASSROOM k Sb sqfi B L W 5-941F OFFICE A:4364 ft --------------------- SECOND FLOOR - EXISTING CONDITIONS AROUT KELIAN ARCHITECT 154 BEECH ST. #3 BELMONT, MA 02478 TEL :617-932.9270 FAX: 617-934-2472 EMAIL: HAROUT.KELIAN@NOVARCH.COM I 11 II II III I f I CLASSROOM A 673 sq 0 CLASSROOM /3466 sq ft CLASSROOM At 456.911 CLASSROOM A: 49153 fl IOFFICE A:201 sq ft OFFICE A: 176 sq ft OFFICE A: 103 sq ft OFFIC OFFICE i A:264 strn 64'-' CLASSROOM A 4706q CLASSROOM CORRIDOR A: 2,157 sq ft 6---- u-1� LIBRARY @ I MEDIA CENTER I A:1,551 sq ft )587 oalzegios� OPEN TO BELOW ASSROOM ft CLASSROOM A:540,01 GIRLS' TOILETS A: 237 sq n BOYS' TOILET• A: 155_9 ft J SECOND FLOOR - PROPOSED DEVELOPMENT N W 0 5' 10' 20' ARMENIAN CULTURAL AND EDUCATIONAL CENTER 47 NICHOLS AVENUE, WATERTOWN, MASSACHUSETTS 02472 PERMIT APPLICATION SECOND FLOOR PLAN Al 02 11 /28/2017 PITCHED ROOF OPEN -TO - AIR COURTYARD / \ • SLOPING ROOF OVER STORAGE FLAT ROOF OVER GYMNASIUM ROOF - EXISTING CONDITIONS 1Tl H AROUT KELIAN // J ARCHITECT 154 BEECH ST. #3 BELMONT, MA 02478 TEL : 617.932-9270 FAX: 617.934.2472 EMAIL: HAROUT.KELIAN@NOVARCH.COM SLOPING ROOF OVER STAGE RETRACTABLE ROOF SEGMENT (ALTERNATE SCHEME - FIXED SEGMENT) RETRACTABLE ROOF SEGMENT RETRACTABLE ROOF SEGMENT FIXED ROOF SEGMENT PITCHED ROOF DORMER WITH CLERESTORY WINDOWS RETRACTABLE ROOF SOLAR PANELS OVER FLAT ROOF SLOPING ROOF OVER STORAGE LLLIW II l u [ l (L LLI LL LLLLL HLJIJ jai I I ULILLLLLWJLLLLJ LLLILLI MEW LLLLLLWJWJ �I IJWJLJ W L FLAT ROOF 1JW� I ILJLJ i I I V � I IIII I I I I I r OVER T p LGYMNASIUM I I ILJI I I IJL JI LLWLWL WLLU 111_11 ._11_1 LWLLLLLLLL1J LLLILLLWIWL ROOF - PROPOSED DEVELOPMENT SLOPING ROOF OVER STAGE T N 0 5' 10' 20' ARMENIAN CULTURAL AND EDUCATIONAL CENTER 47 NICHOLS AVENUE, WATERTOWN, MASSACHUSETTS 02472 PERMIT APPLICATION ROOF PLAN A103 11 /28/2017 EXISTING ASPHALT SHINGLE ROOF -ue uwwoynom re W iquatu ywn,, APmW! 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Farm inns 111111 "1111 HIM HMI1111HMI 111111111111 111111 111111 111111 111111111111111111 111111 111111 111111 111111 um 11111 11 11111 11111 EXISTING BRICK VENEER EXTERIOR WALL pi— T rr i /; EXISTING ASPHALT SHINGLE ROOF NEW DORMER WITH CLERESTORY WINDOWS EXISTING ASPHALT SHINGLE ROOF SOUTH ELEVATION (NICHOLS AVENUE) - EXISTING CONDITIONS METAL PANEL SCREEN FOR EXISTING BRICK VENEER RETRACTABLE ROOF BEYOND EXTERIOR WALL ,07 I <w uucum.11Mt. -w +u.u,rnw w AMMON <MN= AID TU LL fl -r 0 10' 20' 40' SOLAR PANELS ON _ EXISTING FLAT ROOF "1111 11"11 111111 "11" 111111 111111 111111 11111 11111 Jiln 0 10' 20' EXISTING ASPHALT SHINGLE ROOF SOUTH ELEVATION (NICHOLS AVENUE) - PROPOSED DEVELOPMENT (UNCHANGED) 40' HAROUT KELIAN ARCHITECT 154 BEECH ST. #3 BELMONT, MA 02478 TEL : 617-932-9270 FAX: 617.934-2472 EMAIL: HAROUT.KELIAN@NOVARCH.COM AR1VM „ N CULTURAL AND EDUCATIONAL CENTER SOUTH ELEVATION 47 NICHOLS AVENUE, WATERTOWN, MASSACHUSETTS 02472 (NICHOLS AVENUE) PERMIT APPLICATION A201 11 /28/2017 EXISTING ASPHALT SHINGLE ROOF 00 1 1111!111 77 I 1 SUP II IA ILL EXISTING BRICK VENEER EXTERIOR WALL HAROUT KELIAN ARCHITECT 154 BEECH ST. #3 BELMONT, MA 02478 TEL : 617-932.9270 FAX: 617.934.2472 EMAIL: HAROUT.KELIAN@NOVARCH.COM NEW BRICK VENEER EXTERIOR WALL 00 EE 0 WEST ELEVATION (ELTON AVENUE) - EXISTING CONDITIONS METAL -FRAMED RETRACTABLE ROOF WITH INSULATED LOW -E GLAZING rY n r 0 NEW STOREFRONT FOR SECONDARY EGRESS II 0 10' WEST ELEVATION (ELTON AVENUE) - PROPOSED DEVELOPMENT 0 10' 20' 40' EXISTING ASPHALT SHINGLE ROOF EXISTING BRICK VENEER EXTERIOR WALL 20' 40' ARMENIAN CULTURAL AND EDUCATIONAL CENTER 47 NICHOLS AVENUE, WA T ERTOWN, MASSACHUSETTS 02472 WEST ELEVATION (ELTON AVENUE) PERMIT APPLICATION A202 11 /28/2017 0 10' EXISTING BRICK VENEER EXTERIOR WALL --.....) BEYOND NORTH ELEVATION - EXISTING CONDITIONS EXISTING BRICK VENEER EXTERIOR WALL BEYOND IMMI _l_ 71 SOLAR PANELS ON EXISTING FLAT ROOF METAL -FRAMED RETRACTABLE ROOF WITH INSULATED LOW -E GLAZING DUSTING ASPHALT SHINGLE ROOF EXISTING BRICK VENEER EXTERIOR WALL 20' 40' EXISTING ASPHALT SHINGLE ROOF ii l m / 1111 0 i0 0111111 EXISTING BRICK VENEER EXTERIOR WALL NEW BRICK VENEER EXTERIOR WALL /'. HAROUT KELIAN ARCHITECT 154 BEECH ST. #3 BELMONT, MA 02478 TEL : 617.932.9270 FAX: 617-934.2472 EMAIL: HAROUT.KELIANINOVARCH.COM 0 10' 20' 40' NORTH ELEVATION - PROPOSED DEVELOPMENT ARMENIAN CULTURAL AND EDUCATIONAL CE TER 47 NICI-IOLS AVENUE, WATERTOWN, MASSACHUSETTS 02472 PERMIT APPLICATION NORTH ELEVATION A203 11 /28/2017 _ EXISTING ASPHALT SHINGLE ROOF EXISTING BRICK VENEER EXTERIOR WALL EXISTING BRICK VENEER EXTERIOR WALL SOLAR PANELS ON EXISTING FLAT ROOF nc 11 111 I I EAST ELEVATION - EXISTING CONDITIONS METAL -FRAMED RETRACTABLE ROOF WITH INSULATED LOW -E GLAZING P mml II 0 10' EXISTING BRICK VENEER EXTERIOR WALL 20' 40' EXISTING ASPHALT SHINGLE ROOF t *21 EXISTING BRICK VENEER EXTERIOR WALL NEW BRICK VENEER EXTERIOR WALL EAST ELEVATION - PROPOSED DEVELOPMENT 0 10' 20' 40' HAROUT KELIAN ARCHITECT 154 BEECH ST. #3 BELMONT, MA 02478 TEL : 617-932-9270 FAX: 617.934-2472 EMAIL: HAROUT.KELIAN®NOVARCH.COM ARMENIAN CULTURAL AND EDUCATIONAL CENTER 47 NICHOLS AVENUE, WATER T OWN, MASSACHUSETTS 02472 PERMIT APPLICATION EAST ELEVATION A204 11 /28/2017 RELOCATED TRANSFORMER SECONDARY ENTRANCE BICYCLE RACKS - 7 REQUIRED• 8 PROVIDED EXISTING EVERGREEN PERIMETER LANDSCAPING AND GROUND COVER TO REMAIN MAIN ENTRANCE MULBERRY TREE 5 -FOOT MIN. VEGETATED BUFFER BENCHES PATIO FOR MULTIFUNCTION ROOM WITH POROUS PAVER SURFACING APPLE TREE DUMPSTERS, GATED AND SCREENED STONE PAVEMENT RENOVATED PLAYGROUND WITH /------- POROUS RUBBER SURFACING APRICOT TREE POMEGRANATE TREE WALNUT TREE EXISTING EVERGREEN PERIMETER LANDSCAPING AND GROUND COVER TO REMAIN N HAROUT KELIAN ARCHITECT 154 BEECH ST, #3 BELMONT, MA 02478 TEL : 617-932-9270 FAX: 617-934-2472 EMAIL: HAROUT.KELIAN®NOVARCH.COM LANDSCAPING PLAN ARMENIAN CULTURAL AND EDUCATIONAL CENTER 47 NICHOLS AVENUE, WATERTOWN, MASSACHUSETTS 02472 PERMIT APPLICATION LANDSCAPING PLAN L101 11 /28/2017 OMEGA ARCHITECTURAL DOUBLE SWING GATE MODEL GPM20 ALUMINUM CAP PRE-GALV SQUARE TUBE,1.5" (38mm) WIDTH 8' AND LESS -> 16GA WIDTH 8' AND MORE-> 11GA EXTERIOR VIEW - PANEL CENTERED IN FRAME - PANEL FOLDS FACING OUTWARDS CL' VERTICAL WRE SECTION B -B PANEL & FRAME PRE-GALV SQUARE TUBE, 2" (50mm) HEIGHT 7' AND LESS -> 16GA HEIGHT 7' AND MORE -> 11GA SECTION A -A STANDARD HINGE SPACING : 2-1/4"±1" GATE POST DIMENSIONS PANEL (H) OPENING POSTS 4', 5' & 6' 3' to 8' 3"x 3" 11 ga 8' 3' to 7' 3" x 3" 11 ga 4' 9' to 16' 4" x 4" 11 ga 5' 9' to 13' 4"x 4" 11 ga 6' 9' to 12' 4"x 4" 11 ga 8' 8' to 9' 4"x 4" 11 ga 5' 14' to 16' 6" x 6" 3/s" 6' 13' to 30' 6" x 6" 3%6" 8' 10' to 26' 6" x 6" 3%6" • HINGES AND LATCHES CAN BE INSTALLED ON EITHER SIDES DROP BAR H AROUT KELIAN ARCHITECT 154 BEECH ST. #3 BELMONT, MA 02478 TEL : 617-932-9270 FAX: 617.934-2472 EMAIL: HAROUT.KELIAN@NOVARCH.COM SPRING HINGE (OPTIONAL) SPACING : 1"±1/2" 2.6875" j-[68mm GATE 2" J [51mm] GATE 2.25" [57mm] LATCH LATC OPENING GAT 1" , R25mm HINGE -B NOTE: THE DEPTH OF THE CONCRETE FOUNDATIONS MUST BE ESTABLISHED ACCORDING TO REGULATIONS IN THE REGION WHERE THE INSTALLATION IS CARRIED OUT. A MINIMUM DEPTH OF 1070 MM (42 IN.) IS RECOMMENDED. THE RECOMMENDED FOUNDATION DIAMETER IS 200mm (8 IN.) FOR A COMMERCIAL SITE AND 152 MM (6 IN.) FOR RESIDENTIAL INSTALLATION. REGULATIONS OF THE REGION TAKES PRECEDENCE OVER THE SPECIFICATIONS MENTIONED ABOVE. 0.5" i[13mm] POST ABOVE GROUND PANEL 2" [51mm] APP OX 36" [914mm] POWDER COATING STEEL ARMEINIAN CULTURAL AND EDUCATIONAL CENTER 47 NICHOLS AVENUE, WATERTOWN, MASSACHUSETTS 02472 DUMPSTER SCREEN: ILIJIflL1L 1) PRODUCT: OMEGA VEGETATED ARCHITECTURAL METAL FENCE WITH DOUBLE -SWING GATE. OR EQUAL. 2) INSTALLATION: 36" IMBEDMENT OF POSTS INTO CONCRETE FOOTINGS AT MINIMUM 48" BELOW GRADE. SPACING OF STATIONARY POSTS SHALL BE PER MANUFACTURER'S SPECIFICATIONS. LANDSCAPING DETAIL - SCREEN FOR DUMPSTERS PERMIT APPLICATION L102 11 /28/2017 16.5" • 35" ti 1.5" 2,375" 75" BICYCLE RACK DETAIL Product Bike Hitch Capacity 2 Bikes Materials Centerbeam: 2" schedule 40 pipe (2.375" OD) Ring: 1.5" OD 11 gauge tube - ,l Finishes Standard options: Galvanized Or Powder Coated RAL 9005 RAL 6016 Flat Black RAL 3(03 RPL 3005 RAL 9003 r 1 RAL 6005 RAL 5005 RAL 1023 LBright Yellow RAL 5015 Purple RAL 8014 Also available in PVC, Thermoplastic, or Stainless steel. Installation In ground mount is embedded into concrete base. Specify in Methods ground mount for this option. Surface Mount has one 5" x 6" foot which is anchored to the ground with four anchors (included with rack). -y� HAROUT KELIAN ARCHITECT 154 BEECH ST. #3 BELMONT, MA 02478 TEL : 617-932-9270 FAX: 617-934-2472 EMAIL: HAROUT.KELIAN®NOVARCH.COM 19.3/4" 0 9-1/2" H • �� LED WALL PACK/AREA LIGHT ARMENIAN CULTURAL AND EDUCATIONAL CLNuIR 47 NICHOLS AVENUE, WATERTOWN, MASSACHUSETTS 02472 PERMIT APPLICATION LANDSCAPING DETAILS L104 11 /28/2017 I FGFNO HSU CATCHBASIN © DRAW MANHOLE • AREA GRAIN 8 ROOF DRAIN ® ROOF LEADER O SESER MANHOLE 000 CLEAN OUT VENT © WATER MANHOLE S§Y. HYDRANT WATER CATE • WATER SERVICE BASE WATER GATE HELL. O MOOTORING SELL IRRIGATION CONTROL VALVE O POST INDICATOR VALVE CT GAS MANHOLE GAS METER GAS GATE • GAS SERVICE © ELECTRIC MANHOLE int ELECTRIC METER © ELECTRIC BOX UTILITY POLE A LIGHT POLE • HANOHOLE B TRANSFORMER S COMMUNICATIONS MANHOLE O CAT/ BOX TELEPHONE MAN O TELEPHONE BOX • FIRE COMMUNICATIONS MANHOLE BJ FIRE CALL BOX (O STEAM MANHOLE UNKNOHTN MANHOLE SIGN BOLLARD B MAILBOX O POST PARKING METER GUY SIRE H£TLAND FLAG BORING TEST PIT ■ CONCRETE BOUND ■ CONCRETE BOUND DRILL HOLE ❑ STONE BOUND O STONE MOUND DRILL HOLE B IRON PIPE DRILLHOLE B IRON ROD O DECIDUOUS TREE ES CONIFEROUS TREE O SHRUB W FLAGPOLE Li HANDICAP PARKING SPACE — D— DRAIN LINE — . SEIIER USE — I— WATER LINE — G— GAS UNE —E-- ELECTRIC LINE —C--- COVMUNICA SONS ONE — T -- TELEPHONE UNE LINE —F— FIRE COMMUNICATIONS UNE —5T— STEAM LINE — OHIV— OVERHEAD HIRE - -60-- INDEX CONTOUR --59-- INTERMEDIATE CONTOUR +58.7 SPOT GRADE TOP OF CURB ELEVATION GE= BOTTOM OF CURB ELEVanON To= TOP OF WALL ELEVATION No= BOTTOM OF WALL ELEVATION Is= TOP OF STEPS ELEVATION Ns= BOTTOM OF STEPS ELEVAnav 0s= DOOR S'LL ELEVATION ft,- FINISHED FLOOR ELEVATION 47110014 HELL DOS DETECTABLE WARNING STRIP n/o INVERT NOT AVAILABLE EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EOS EDGE OF STONE ECC EDGE OF CONCRETE OH OVERHANG SM. SINGLE 144111E LINE STRIPING 015 DOUBLE YELLOW LINE STRIPING ELF CHAINUNK FENCE it 4/,c do Es FA� WATERT00W Hd/5 'O AUTNBOTR EOM >6J) PAC£ 418 PO 1214-2-3 13 TV SSCI PaO 1214-3-91 rzal BR x00 ISA)t 2=O '7RRP LAE w 2 Q W — -45-- — t/ r 0 �1\ I rr I rc�i-n 14-7 Jr a- PIO 1214 -I -G H' AREA=t18, T60 SF. I I 0`1 5,0FR00 LOT UNTD PL. 7L PP --48 �p�1uoP •�-_ �� '� \ ''QGfi A o-'. Ux,. IL_N85' 6- 28.W.46.12130A- ����'�`e' 581:'i4�!_- J`I C S'1S,\\ l •-\� \ _%%`_•b-/ ^-y\_� ersi ca�Pae'T,SN_ao .aa - T c ... o o- to /PA f 1l-iF-: •^' o -N v \ 51'32"w 18:59 L=41.27' R=24.00' &98'31'51"µA 63' O1' 32'E 465' H CROUP LLc 6100 63694 PACE 437 PID 1.214-1F-3 IEAIFNSS' CREATUR 805104 BOCK. 36370 PALE 402 PTO 1226-11,0 1 d16N ALFMNE LLc 6 CE9T:•CALF 1_18:1 Po7 1226-6-1 Oat - SOO' 29' 42"W 0 SOO' 29' 42"W 49.13' M 1401x3 ALENY1E NBA' 40' 49" Y"" _yv_ PO .23H ZONING TABLE DISTRICT: NB - NEIGHBORHOOD BUSINESS T - 1W0 FAMILY REQUIRED EXISTING PROPOSED 06. I MIN. LOT S12E (SF.) N/A 5,000 37,206 S.F. 31,286 SF. MIN. FRONTAGE (FT.) 50' 50' 222.8' 222.8' MIN. SETBACK, FRONT (FT) T5' MIN. SETBACK, SIDE (FT.) 10' 12'/10' MIN. SETBACK, REAR (FT.) 15' 20' MAX. BUILDING COVERAGE (0) 50% 30% 60% 71%' MAX. IMPERVIOUS COVERAGE (R) 90% 85% 75R 75R MAX. HEIGHT (STORIE S) ) 2.5 25 2.0 z.0' MAX. HEIGHT (FT.) 35' 35' 32.5'0 35, MAX. FLOOR AREA RATIO 0.5 0.5 0.75' 1.02' 0101. OPEN SPACE 10% 15% 38% 38% PARKING (PRIMARY USE: SCHOOL) 63 - 104 (102+2HP) 104 (1028-2HP) MAST.. kS MA A TVCWNAS BOCK 10034 PAX 187 Pm 122460-0 C.) rrt — 0C .82' OB' 22 SO2' 43' 00'E 313:2& - ..m IC:�-_v 44.46' I,e-IX371.50 3o- oa LE RfALtt TRvsr CXAT6lCA1E 219265 co-..., 64. FYO 1226-9A-0 SO7' 51' 38"E 55.13' AWIIOAN L CENTER. 010 L MO � 12475 PPACE 7300 AD 1228-9-84 F561f-' 6'ti 17.71115 P� Y kDTM1 AVENUE �G-is'z-2C'NP1k51RC ,DATA PROVIDED BY HAROUT KELAN, ARCHITECT 91 1a xst r>v I 1 Inch= 20 feet TRSCT PLAN REFERENCES PLAN BOO( 184 PLAN 19 PLAN BOON( 19A PLAN 27 PLAN No. 489 of 1930 PLAN No. 245 of 1936 PLAN No. 1344 of 1941 PLAN No. 1345 of 1941 PLAN No. 1607 of 1950 PLAN No. 456 of 1969 PLAN No. 848 of 1975 PLAN No. 1223 of 1979 PLAN No. 486 of 1980 PLAN No. 1561 of 1980 PLAN No. 824 of 1986 PLAN No. 570 of 2001 PLAN No. 841 of 2001 PLAN No. 1126 0l 2001 PLAN No. 297 of 2007 LEO 39944 LC.C. 5999C ES D m Z C rn 5amiotes IL Stbtes Consultants Inc. remNs•lardSznyos n.-- PI+00109 NHTFS T. MS PUN IS F£FErv,OD H IZONTALLY TO THE VASSAL...RS NOUN AINNILAN DAIVIA OP 19. A. IdIGL OANv CF61e99 By RIK 085 SEE M!l FORR iP EN CT'ISETYhtiA4X01) 0.A%NS 2 }FBE FLAN IS iXE FE9ULr A' AN u:R So13//20, OF 20033. aGYR Or 2007, FEE uARY OF ant AN O 1 W+OERGROCIND U.NLINE BANE UPON AN ACTORVATION , RECORD. IT IORVS NOT A. WARRANIEO Dui li V ASE WON, LOCATED, NOR THAT ALL U1'OFRLROULD CMOl91S OR Ora. Y SiRUEAcCM?i5 AGE PLA rate/ 9 � BII PRdAR TO ANY EXC. TA 4. ABUT/FRS. NA £5 REFER 10 CVN20rt Fm OF$'ATMTONN AS..ORs 5 THE SW.ECT LAND AS DES 1NPLW+ OW AREAS DETERVACED TO R00A'ULY, AS NGCOTE0 001 PIJ.EL 556E iilR COMKNITN6 4, . 0 A4 . DATE OF JIUR 4, 2010 6. THE SU3.ECi PROP., CLOSST5 OF thin PAR.LPUN PALL¢ ros 1216-10-0, 1-0 A.911 1214 -1F -2A 90110W HE 0.3333 CUL AND WUG10AL BOOK 12475 PA LOCUSOR 34 115961E WON 49160 PAGE 403 RECORD. A0AT 7}E LLOJtESE% SOUTH COUNTY REPSIRI' OF GEMS. 6.6),1@' AAS PO�R£ 3E4R. MORUED T O PAY NOT .1. ANFA THAT NOO EE C.SCLLOOaD BYYONE.CTB UL SO..o16C0SULTAN N et. EXISTING CONDITIONS PLAN OF LAND A0.3 /11.601 0.1.17 1 ORIGINAL PLAN AS CERTIFIED BY SAMIOTES CONSULTANTS, INC. 1 inch = 60 feet SB Center (Ind) 0.46' Into street -� :.D.,fsrnicr NB-O/S17?/CT 0 44.31 4.13 0415' vy • 44.13 cc==444.0097 49 /ry 8 N 1. 43. 43;72 1' 42.72 / 42921 •bMHI / R=43.16 /=34.2 ®' 5 4 2 C8 R=4, 159 1=37.9 0 b IV 118 1076gw 1 2 6 be; 240 tic=42.48 42.55 tc=42.94 to -4 .66 5.8 ,V \ I tc:43,27 be- 02 ' SUR QR=43 4 1=31.89 tc=43.86 6c=45.61 8 bcc= 44.79 +43.95 4'85 4 CB R=43.71 ,o 1=40.96 :;ea 6'w be=43.84 v / } 43;93 44 1=44:35 h 0_ 4.35 be44.33 8 D 4 .3 3 3.59 / / 19 t Q a Sa 7 • co U" 16 1 I 44.78 / ggqqq9uuuu 45. .7/ // Plovem/nt /,46.02 / +44.10 // 42.44 / �4j EDUCA770NAL CENTER, INC. �6 4.5s BOOK 1+3503 PAGE 159 •\ //,//, 45.68 -::7% ///: / z \ / / //// / BOOK 66370 PAGE 402 PlO 1228-11C-0 3 Story Nbad Grass Cross I / o 2�'6 //4////// 11/ 1% Cocrete Block /// Wood / /: // %r///, 7 Story '.3:13 //////4//// r/// / Con occ !;/:164/1:34 Wood r\ \ 46,56 ////////,i,/5_604.:./17/7 //1 Qua \,S81'08 G [ ////// /////4/2/2/2 ,2.66 _ +45.75 "46 J�r�• ." 6.98. „ ///� W � o � � _ cmas 12,3, �5.,=-: 1 /WI/71C' � OV ` Crove1 ` c8 - - 0 n R=43.45 to 'I5 I(a) =39.55 r4.,/'i +43.16 1(b)=39.32 1(c)=39,59 l(d)=3944 I(e)=39.55 /42.6v.4.4. I 144,72 43.00 312'0 143.34 43.63 -.43,76 44.19 /0 0 44.140 kki 74 77 Q 44.85 a 44.39 6 44. 6' Flre Y Dom. ;6•oT PID 1228-170-0 ' 5 -45. N/F ARMENIAN CULTURAL AND \ +44.751 Lino of 2nd Story Overhang 44,55 'bock 9.33\\\\\\\\ \\\\\\\\\\ • 43.88 Top Concrete / Landing=46.77 2 Story Prick / / 5.24 12."0 ZONING DISTRICT Grass 45 .\\\ \\\\\'back 19.75' CB R=44.81 / o I=40.9 "+ I=41,7 T -DISTRICT. +45.78 +-f5.56 N - 45.17 LINE Growl Parking Below Lino of Temporary Wall O Ground Level 45.22 6`L is=46.76 bsp45.71 Posers \\\\\44.74 45.15 +45.13 Courtyard +45.15 45.17 +45.13 PID 1228-10-0 AREA=±31,286 S.F. '4.91 CB R=44.85 1=41.45 +45.11 Pavers bs=45,19 / NB -DISTRICT / AMAMI / 15=46.77 / 1 j+46.76, 46.78 Pavers L=41.27' R=24.002 A-98'31'51" Top Concrete 0 Landing=46.56 C ///////////// Top Concrete Pod., 46.58 v-/ ////////// 69 / FFE=48.84 SFE=57.76 ROOF RIDGE=69.09 #47 NICHOLS AVENUE 45.66 F- .32 45.23 944.32 I(o)=40.67 Q. Mulch tc 14.23 ' 1(b) -1//\o be cu4 1(=) t .,32 Concrete CI•aaswa/k I(d)=40.0 StdewoIk a, 44. 7-�'� tc=4.4\4.4\i/4:1111P 4be=445+ 4.58 to=44 :6 ' ==44.97 be=44':5 CB be=44.50 �� 4142__. p 5.02 1=41.68 1 \f( 45.20 Pavers //////////////////// •s= Concrete Romp sign Concrete 5.48 Sidewalk 45.87 0191 Mulch r 45.79 00 N M. /////////////// Top Concrete Land =4 . / / 9' 6 45. I \ 1 4518 5,4 \, 46.17 l 111 45.9611 toI Mu/ch1 { 1I 5-9 Dulmpater / 9 h O x •'46.80 / N/F 61 BIGELOW AVENUE LLC CERTIFICATE 232241 Iron gi o Pipe 0.36 NTS SOO' 29' 42"W 31.73' S00' 29' 42"W 49.13' PIP 1228-6-1 N82' 08' 25 E 123.05 / Stone Bound w/oh f • N/F ANASTASIOS & SOPHIA A. TSICOULIAS BOOK 10084 PAGE 587 PID 1228-8C-0 /,//////////////////// 3 Story Wood 46.56 pp II sI/- // �t 'tw=46.26 46.47 08' 22 E {;t w=43.55 �-t7 47.031 4.73 S'-1 I 1/5'- Bltu'mtnous fw=46.36 702. Pavement Mulch 47,61/1- 82' a •� 46.80 o I bw=43.30 `.. \\\\\`',\\\ 46.011 46.41 / 1 story yR Ill Concrete Block 46.77 Concrete 46.53 46.51 2 •46.80 46.14 ...`.\\\\\\\\\`.`.\\\\\\\\\\\ 46.0 Gymnasium ////////////,//////// /back/0:54' 46.03 / Building He19ht=32.5'.1 ///////r/////////////////////6/// ///////////° +45.95 11'11 Ir u c e )C if t")(')C Ir Ii"5i (" I 1'71 r'ae 3"0 -49" 4s 202.2'3'- '4..2 45.65 4.52 68' „o_- Near* sg- Concrete Sidewolk_,ly 4.,76_ be=44.58 tc=44.91 PROXOT_BENCNMARX: 8 -CUT IN HYDRANT BONNET 80LT ELEVA770N = 47.41 / btc=4-4. 1 r5. I Granite Curb 145.24 tc=45.78 be=45.36 145.60 rJ� NICHOLS Dc�'-'5:50 0 STJ.. 145.45 - g8 Svvt (PUBLIC - VARIABLE WIDTH) A V E N U E� \ N/F BIGELOW AVENUE LLC BOOK 42817 PAGE 432 Conning crete Retai Woll PID 1228 -8A -B SO2' 43' 00"E 44.46' ////. tw= aiE bw sD 89-91 BIGELOW NAVE REALTY TRUST CERTIFICATE 229265 / 1 Story Cement Block pIO 1228-9A-0 T -DISTRICT NB-015TRICT .1=09' Fr. w=46:88///%/////'// 4,444,26 S07' 51' 38"E 55.13' bY=44.48 bu-44,48 / - 2, J 4556'//////////. bw45Vn' N/F ARMENIAN CULTURAL AND EDUCATIONAL CENTER, INC, BOOK 12475 PAGE 730 PID 1228-9-84 1 Story Brick be=44.72 Granite Curb b =44:57 CB R=44.08 1=40.73 ;?4.32 z C samiotes 4amiotes Consultants Inc. v4as,. Ewe, 1°,: rw 4,,wOlm T 5.417.694.9 996.117/4349 1' INS PIAN M941291/TALLYr TO uzsATEs OM.TTS STATE Rol. 10.1 VER11.1I.Y TOO ME 1onni AVERICAN 1CRM ACP 7.10.l1n IfR]IGL DAMN GP 15&4 BY R. rs5 OSSDNATUNS SEP POW POR autserrCAN Eacw1 ARR011' Ii S0 U01MAC...AT 10 /1. TEM.1' AND 1,10lez ROF 2WE1 .Mu SY CP.07. FFBENANYOF 1011 ADD Auer OF .1, uNO..GRouro UTSAMPS ARE SAF DAVI AN ACNAI .. atM, AND 41/04 aF .CORO. 1T 1s aor WARRANTED /NAT TREY ARE EMcMY LOCATED, NOR MAT ALL UNGINGROUDO MEWS OR 011. STRUCTURES ARE S O'All ON MS PV51 111.11 OSAF£ 1311 FR:eR 70 ANY EACAVATIUI. 4.ABUTmin' NAVES .PER TO ARM. OM CO WA,ERT.. A55E55.WRs 71. 1V e K AREAS DETER'v.;1En5 11 CUTS00 R. OSA ANNUAL CHANCE 00001451, AS 0100 NEL 0TE0 ON PA 5.56C FOR ME COY OF WATERTO'AN, tai£ DATE U 11 E HAMS n e ME :UB.ECT FROFMTY C'4R'e5T5 OF AS 21 wM PARCEL 10'5 1ze-100-0, c Avn 1114-1F-zr CURRENT RAC O'A1t£R IS ME D0l11 CULTURAL MD EDUCATIONAL BIER LOCUS DEEDS SEE 1475 PAGE MO, BOOK 15951 QmMD SC. 491E0 PAGE 40.1 tu AT ME 000100025000 CONN. RE0.SMY Of OEMS >. TMNESE04SWW SF AA non 5000001 AND/ THAT eo o ec C1 ao.0 BY ONE. 1..ROM E904 Nrs,r+c usn EXISTING CONDITIONS PLAN OF LAND J644 1 LOS 504.9. iME1 MAN BT AMA. 1 EXISTING SITE PLAN ENLARGED FOR CLARITY - BUILDING LOT 1 inch = 30 feet samiotes IEREO'1 ON CITY IS AL TY IS THE IAPS- AND RAP FILED AGE 3, AND THE RE PELD OF ANTED R HORTI HIV D TO UAL OF 'IVE OF ND JF III. 'ACES U 6 PROPOSED BITUMINOUS PAVEMENT ISED SECONDARY ENTRANCE 0 J W r 0., MAIN ENTRANCE RELOCATED TRANSFORMER PROPOSED FENCE PROPOSED PATIO (POROUS PAVERS) EXISTING GROUND FLOOR OPEN SPACE TO BE CLOSED IN PROPOSED COURTYARD WITH RETRACTABLE ROOF ZONING TABLE DISTRICT: NB — NEIGHBORHOOD BUSINESS T — TWO FAMILY REQUIRED EXISTING PROPOSED NB I MIN. LOT SIZE (S.F.) N/A 5,000 31,286 S.F. 31,286 S.F. MIN. FRONTAGE (FT.) 50' 50' 222.8' 222.8' MIN. SETBACK, FRONT (FT.) 0 15' 2.6' 2.6' MIN. SETBACK, SIDE (FT.) 10' 12'/10' 0.4' 0.4' MIN. SETBACK, REAR (FT.) 15' 20' 4.8' 4.8' MAX. BUILDING COVERAGE (%) 50% 30% 60% 71%* MAX. IMPERVIOUS COVERAGE (%) 90% 85% 75% 75% MAX. HEIGHT (STORIES) 2.5 2,5 2.0 2.0* MAX. HEIGHT (FT.) 35' 35' 32.5'3 35'* MAX. FLOOR AREA RATIO 0.5 0.5 0.75* 1.02* MIN. OPEN SPACE 10% 15% 38% 38% PARKING (PRIMARY USE: SCHOOL) 63 — 104 (102+2HP) 104 (102+2HP) °DATA PROVIDED BY HAROUT KELIAN, ARCHITECT PROPOSED DUMPSTER PAD AND SCREENED ENCLOSURE i tc=52 01 lc -52,23 '1 76 IC -5248 be=5770 'Ic=52.121 T16.152. 36 IY' 52s O8 I = 52.42 be -52.31 NICHOLS „veuc VARIABLE vnnTll; A VENUE No -51.56 he -51.17 rr Z C Samlotes Consultants Inc. Lou T<vns,. LAM s..Yy, C ean.10,11NI NOTES: I. THE ELEVATIONS SHORT! HEREON ARE BASED ON THE BOSTON CITY BASE. SEE PLAN FOR BENCHMARK LOCA Bans. 2. TITLE TO THE SUBJECT PROPERTY SHORN HEREON IS VESTED IN THE ARMENIAN CULTURAL AND EDUCATIONAL CENTER, INC. THE PROPERTY IS SHORN AS 3 PARCELS ON THE IRA TERTDRY ASSESSOR'S MAPS - PARCEL 10 ON MAP 1228 AND PARCELS 1G AND 14F ON MAP 1214. 3.THE CURRENT DEEDS ARE FILED IN RECORD BOOK 12475 PAGE 730 BOOK 13961 PAGE 163, AND BOOK 49180 PAGE 403 AT THE MIDDLESEX COUNTY SOUTH REUSTRY OF DEEDS. 4. UNDERGROUND UTILITIES ARE BASED UPON All ACTUAL FIELD SURVEY AND INFORMATION OF RECORD. IT IS NOT WARRANTED THAT THEY ARE EXACTLY LOCATED, NOR THAT ALL UNDERGROUND CONDUITS OR OTHER STRUCTURES ARE SHORN Co, THIS PLAN. 5, ALL LAUD SHORN LIES VITRO ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHALICE FLOODPLAIN, AS INDICATED 0,V PANEL 556E OF THE 64000 INSURANCE RATE MAP BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY FOR THE TORN OF R'ATERTORN, COMMUNITY N0. 250223. HAYNC AN EFFECTIVE DATE OF JUNE 4, 2010. 6. THIS PLAN IS THE RESULT OF AN INSTRUMENT SURVEY PERFORMED IN FEBRUARY AND NOVEMBER OF 2005, JULY OF 2007 AND FEBRUARY OF 2011. 7. TOTAL STRIPED PARKING SPACES - 102 REGULAR, 2 RCP ARMENIAN CULTURAL EDUCATIONAL CENTER II n1717 PROPOSED SITE PLAN 10,151.S CO SC,LE As C-1,1 It PROPOSED SITE PLAN ENLARGED FOR CLARITY - BUILDING LOT 1 inch = 30 feet