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TECHNOLOGY WAY - ZONING 2 �:_ �w %_= WAY . \ % ?A peU�O 9 ' CCitp of 6alem, flaggacbugettg i<a Planning �3oarb One Salem Oreen Site Plan Review m� And 9 Business Park Special Permit or- Decision ➢ Decision y "= � m3 CIt April 5, 2001 Salem Glass Company 75 Canal Street Salem, MA 01970 RE: Salem Glass Company, Technology Way, Site Plan Review and Business Park Special Permit On Thursday, April 5, 2001, the Planning Board of the City of Salem opened a Public Hearing regarding the application of the Salem Glass Company under Site Plan Review and Business Park Special Permit for the construction of a building having a footprint of 43,775 square feet with a total floor area of 50,300 square feet. Approximately 44,000 square feet will be devoted for manufacturing uses and the balance for office and administration. The proposed parking will consist of 82 parking spaces. The Public Hearing was closed on April 5, 2001. At a regularly scheduled meeting of the Planning Board held on April 5, 2001, the Board voted by a vote of seven (7) in favor, none (0) opposed, to approve the application as complying with the requirements of Site Plan Review and Business Park Special Permit, subject to the following conditions: 1. Conformance with the Plan Work shall conform with the plans entitled, "Site Development Permit Plan for the Salem Glass Company Inc. Proposed Corporate Office and Manufacturing Facility in Salem, Massachusetts'•, sheets I of 5, 2 of 5, 3 of 5,4 of 5 and 5 of 5 prepared by Eastern Land Sun'cy Associates, Inc., 104 Lowell Street, Peabody MA, dated March 5, 2001. 2. :amendments Any amendments to the site plan shall be reviewed by the City Planner and if deemed necessary by the City Planner, shall be brought to the Planning Board. Any waiver of One Salem Green, Salem, Massachusetts 01970 (978) 745-9595 ext. 311 Fax (978) 740-0404 Salem Glass Company April 5, 2001 - 2 1 conditions contained within shall require the approval of the Planning Board. 3. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a minimum of 3 %z" caliper. c. Maintenance of landscape vegetation shall be the responsibility of the developer, his successors or assigns. d. After such landscaping is completed, the developer will add further landscaping if such is requested by the Planning.Board or the City Planner. 4. Signage a. Proposed signage shall be reviewed and approved by the City Planner and the Sign Review Committee. 5. Lighting a. No light shall cast a glare onto adjacent parcels or adjacent rights of way. b. A final lighting plan shall be submitted to the City Planner for review and approval prior to the issuance of a building permit. c. After installation, lighting shall be reviewed by the City Planner, prior to the issuance of a Certificate of Occupancy. 6. Conservation Commission All work shall comply with the Order of Conditions issued by the Salem Conservation Commission. 7. Construction Practices All construction shall be carried out in accordance with the following conditions: a. Work shall not be conducted between the hours of 5:00 PM and 8:00 AM the following day on weekdays or at any time on Sundays or Holidays. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction of the project. c. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. .0 d. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they leave the site. • Salem Glass Company April 5, 2001 -3 l e. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. f All construction vehicles left overnight at the site, must be located completely on the site. 8. Clerk of the Works A Clerk of the Works shall be provided by the City, at the applicant, his successors or assigns' expense, as is deemed necessary by the City Planner. 9. Board of Health All work shall comply with the requirements of the Salem Board of Health. 10. Fire Department All work shall comply with the requirements of the Salem Fire Department. 11. Building Inspector All work shall comply with the requirements of the Salem Building Inspector. 12. Utilities a. Utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. b. Drainage shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. 13. Exterior Elevations a. Final elevations shall be reviewed and approved in writing by the City Planner prior to the issuance of a Building Permit. 14. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. b. Winter snow in excess of snow storage areas on the site shall be removed off site. c. Maintenance of all landscaping shall be the responsibility of the applicant, his successors or assigns. The applicant, his successors or assigns, shall guarantee all trees and shrubs for a two- (2) year period. 15. As-built Plans As-built 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. Salem Glass Company April 5,2001 -4 16. 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. 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 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 denied, 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. (/' \—`-,ttc, Walter B Power, III 1 Chairman 'R k � v s `•� � ��' - �'�i;R x a y'='� 'adi �`v3 iir" v a'�,rp �, : �,��e -r� A 3 v,_ - r fi ,aTy,r~3 ' tiri h w Z's' i g r'9'�r3ti�� .+c!, � m G'6 '4 ,t��r,t 'a���£h�` ' k[sa �-• - �� j$,s,: ><`x'"` ��- � �,• rv.a�x `T ajY L.+„y�ni st �.•n�r;F t� .ti ' x I 41k q..�r41-1• Fair `tr t'W A �y e'er ��`3• 5k yrs t.. � -,.w 1, y � tiSalem Glass r i r.� Im 1 Salem Glass, Inc. Maugel Architects Inc. / Salem, Massachusetts March 5, 2001 Concord, MA 978.371.0553 N 1 Notes: z� 1 gar-z' I � DOCK HE�HT LOADINCs -----= i i i i i ----- ---------------I ------ i i i i i i i I I i i i i i i i i i i i i Keyplan: 8 ---------'-- - ---------------- -—-—-—- - -—- - -—- - -- eN Salem Glass Techology Way Salem, Massachusetts I i i ifexr >Ir+la� �� >: >> > > �s .y.j jib . �G ;h3.nnn>< # * - - -- C ------ --- - ---------- ----------------- ---------------- ----------------- ----------------- --------- - ----- ----------------- :-:•.:- ::.::::::::.::::::::.:::: T T ................................................................. ................................................................ ..............fV$..........................................T` .....::?r&`.m.n `. ..:. ........::...............................:........:..:.....................:::::: ...................JL4;YHG;oh::h; I I ....':............... .."...... ................................................ .......... Project #: D -------- -- -- —4 ------- -------------------------- ---------------- -- Scale: i I 0 Issue: Date: I Permitting 1 March 14. 2001 Revision: Date: -- 1 Drawing Title: Floor Plan FIRST FLOOR PLAN SCALE: 1W . 1'-O� i Sheet Number: FJr 0 0 T�t O Maugel Architects Inc _ ._ — _ ----- - --- — - - - - Notes: i 1 2 3 4 5 6 � 8 9 FULLY ADHERED I , , , MEMBRANE ROOFING 1'-1' 26"V-011i ( ) L I ( ) I L I ( ) SYSTEM. f '-0' 0'-0' 01-0' —X40'-0' -«0.-0' '-0' '-01. 0'-0' TOP OF ROOF _ EL 111'-8" - _ _ E09-800F CLEAR ANODIZED ALUMINUM WINDOW II I I _ ....1.1.1.1- - - ._..--11 -....._ — ....... .. .. - --------------__:�-- - —- — - - - -- SYSTEM _ - ) .... ---- - — -} .. .. .. .... _ _- - - - --S ( ) ECOND FLOOR FLOOR _- - _ ... _ - ---- --- -- ------ -- ---- —_— —_----- -- --- -- - --- -------- EL 96'-0 -- -- - .rrrrrrL' rrrr _ r 1. ... ...... rr' rrrq- _... ..... ... - .... - _ _ I �� �\ - �� 1111 1111. 1111... -.-. T -.............. T- 1111...-.__ -... ..- ..-r- 1111 1111.. 1111... 1111. FIRST FLOOR _ _ _ -- Lrr' - - .. 14,--- � -- _ - _1111__ EL 83'-0" � I i ELEVATION(D-I'N�NQRTH-E,45T SCALE: IA&"=1'-0" ( ) ( ) ( ) (: (: (: (: ( )g S -I & 5 4 3 2 1 Ip_g, 280'-0' '-3" ; FULLY ADHERED MEMBRANE ROOFING '-0 ---X40'-0. 40'-0' 0'-0' '-0" 0'-0' 0'-0' I TOP OF ROOF SYSTEM. —1; TOP OF ROOF -- EL III'-8" EL 109'-8" - - - - - -- ---- _ Keyplan: -- --- r'rrrrrrr -- - ; -6� A TT - .- ....... - -- - CLEAR BU .. - GLAZED WINDOW �. _ -... -__. -.._. -_._ __ . 1111 -- -- SYSTEM -- (? 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UNIT ... .. 4 ,, -, � - = 1 ASSEMBLY DOOR -- ASSEMBLY DOOR _: .... �— ._ - - - - - ) I ) ( ) _ - . ... - - - FIRST FLOOR FIRST FLOOR - - — EL 83'-0" ----- I i -- I II I Is�d - Drawing Title: EL 83'-0" 11 I I 11 Elevations NORTI�-UJEST ELEY�TION 50UT1-I-%� 5T ELEY,4TION 3 SCALE: I/16"■1'-0" SCALE: t/16"=1'-0° Sheet Number. – ID w7e-;"s U 1,d �" ) , f U 3,._ - Maugel Architects Inc , . . __--- - _ _ _ - --- I _ - - i I - i x 4 f i r 2a 3 � o- PFt� wx�q!r.xY�� �y� „�•q5��e ���fi�'��'y F�#� � Ft��}{g�'�� ad"" s 1 '' 'r'` d.ax c aF w 4 e.Y D � � n �f,;jr.�4�• � ' s y , r `J� ry�� � �r�1# � �c•, i vx ii•q evr [.}'z:, .�"�.e3 tv„ cs.,e ( Y faf ,x z! � •'rr ^i.� .yam.. j�_1� _k a a k ®1� ,1•• /. , , „ '�Nil � z, 7.� a � ;aw '! � �� ® - - ..i• r �- _ � "lei!en —'� - - 4 w°'s•�` — _ __ 'fir•. 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GL DWI OW GLAZED WINDOW AZE ND ,._ L (4 9 LL' - r - -- - ._ )-L I.r'_L-rL .9 9 j .'9 9'.rr.rr.rr rrLrl9 - - - - SYSTEM SYSTEM iI -_-SECOND FLOOR CONCRETE MASONRY -- -------s-- -- - -- - 1 - CONCRETE MASONRY - --- UNIt - I EL 96 -0 UNIT - - i. -9999.. ........_...._. ........ -..-.. 9999-.. ..... ..... .................. y 9999 i 9979. - 1 ...... 9999... - l...... - :...I...... -' - l.. .. - .. ........... 9999 --- ASSEMBLY - ASSEMBLY DOOR --- I _ ASSEMBLY DOOR --- ... 9999 ... .... ... -.. ... ... 3 t T FIRST FLOOR is - FIRST FLOOR T -- - _ - EL 83'-011 ----- EL 831-011 1 1 I Drawing Title: , I I i 1 Elevations ,NORTH-WEST ELEVATION 4 SOUT�I-EAST ELEVATION SCALE: 1/1611.11-0" SCALE: 1/16"=1'-0" Sheet Number: a 3 yun• J U 91 f i I � ),I I i O L I 1._9,._-_ ,.j-".r 9.111 I Maugel Architects Inc --- r _- ------ --- - - , _----�--- r - -r I 11 -- - � :...-._.:.....:..,._........_... .__.. . . ,. 7999. .. . I I 9999.. .. .-.9999__ _ 11, Ya S D 0 P N PERMI P AN FOR THE SA G TlASS CO 7ED ............................ INC P opu ,�:) �:.� 7) 1� G FlACILITY SA -A CO PO A b 0 _1q P Ic d MANU AC URIN _TN E: 9 -IA; 2- SSACHUSETTS K rt. t e' 5ch -v �; I L - G afro �s 0 1�� ; t M vicecdharn Corner, 'E Fa u ° t R wha, . ALCM" h� � ^ � 3 C'. phi J c.1 lI)YMl' / • h i i r , � a FA LMf_- <a,.: if xh 30, 4 LOCUS f'eah«iv-c . •` •V� ^� Pal rmrr .6 �AVE 1 g S tt z , ,' sc r rpR � C, / !f (�yl, � ! y F, _ Yye ` .i•3� A� hFggtq Y ;3 po t� • ��{^ ?';I ..7 gip,c+r .. `" �'(aryr', .+ , 3 J , <� iia I p, •. . � ' u j� D r HA 41 MOR Y 4 G `jI ~ • �- w=-. ;� . IM\ nv ^h .. .yk `' _ ', V[n! ./,h2 JC i rr l + .. :c. Lon a* r c _ __ Tlr _ .•�' — icB 1 i fi � 'cN S Q' , . R AJ r a,. o ' \ ;' _ �.'..,.• egg i 0 North sc,% r; Seh ` - MSHEET 1 INDEX SHEET ` o `nVinnlr_ r co Z, ��'�.� Ip - •5 ga t SHEET 2 EXIS77NG COND177ONS PLAN • 1 klil w - $ •� 49 SHEET 3 SI7F LAYOUT PLAN , , SHEET 4 SI7F GRADING & U77L1 TY PLAN L,p �. SHEET 5 SITE DETAILS �a l LOCUS MAP L E G E N D NO TES: GENERAL NO TES o SMH EXISTING SEWER MANHOLE 1. ZONING DISTRICT BPD BUSINESS PARK DEVELOPMENT o DMH EXISTING DRAIN MANHOLE 2. ASSESSORS MAP 7 LOT 77 o EMH EXISTING ELECTRIC MANHOLE 3. PLAN REFERENCE. LCC 11805-54, FILED CERT. 66196 1) THIS PLAN /S THE RESUL T OF AN ON T,'}-IE GROUND FIELD 4. 777LE REFERENCE. CER77FICA TE 62422 SURVEY AND PUBLIC AND PRI VA TE PLAINS ® EXISTING CATCH BASIN 5. DA TUM TAKEN FROM AS—BUIL T PLAN OF LOT 699 c4a EXISTING HYDRANT DATED MAY 14, 1986 2 UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND SITE DEVELOPMENT PERMIT PLAN EXISTING WATER GATE 6. LOCUS IS IN ZONE C ON FEMA FLOOD MAP PAIWEL 5 — 100 — EXISTING CONTOUR COMMUNITY NO. 250102 PECORD PLANS AND ARE NOT NECESSARILY INDICA T7 VE OF 100.00 EXISTING SPOT GRADE 7. SEE ORDER OF CONDI T70NS IN DEP FILE 64-152 UNDERGROUND CONDI TIONS OFFICE & MANUFACTURING FACILITY - - UTILITY POLE RETAINING WALL 3) 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND STONE WALL DETERMINING THE LOCA TION, SIZE AND ELEVATION OF ALL SALEM , MASSACHUSETTS CURB x x FENCE E,YIST7NG UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS, INDEX SHEET _ _ W EXISTING WATER LINE PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NO77FIED S --- EXISTING SANITARY SEWER IN WRI77NG OF ANY UTILITIES FOUND INTERFERING WI TH THE PREPARED FOR PREPARED BY D EXISTING STORM DRAIN PROPOSED CONSTRUCT TION AND APPROPRIA TE REMEDIAL AC770N The Salem Glass Co. Eastern Land Survey Associates, Inc. ---- - - ---- EXISTING GAS LINE BEFORE PROCEEDING WI TH THE WORK. 75 Canal St. 104 Lowell Street E - - - -- EXISTING UNDERGROUND ELECTRIC Salem, MA 01970 Peabody, MA 01960 T -- -- - - --- EXISTING UNDERGROUND TELEPHONE 4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS (978) 531-8121 • SMH PROPOSED SEWER MANHOLE AND THE RESULTS OF A FIELD SURVEY AS OF THIS DATE. SCALE • DMH PROPOSED DRAIN MANHOLE NO CERTIFICA T70N IS INTENDED AS TO PROPERTY TITLE AS N07ED ■ PROPOSED CATCH BASIN OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED EASEMENTS � PROPOSED HYDRANT PROPOSED WATER GATE ---__--_ ---_ 100 PROPOSED CONTOUR 100x0 PROPOSED SPOT GRADE DA Christopher R. Mello - W PROPOSED WATER LINE FEBRUARY 27, 2001 PLS JIJI7 12021 S PROPOSED SANITARY SEWER D PROPOSED STORM DRAIN ITE E V/ ME REVISlOI'VS SHEET �'+i0. 1 . MARCH ", 2001 1 OF 5 EXISTING CONCRETE BLOCK BUILDING ATLANTIC EXTRUSIONS, Formerly `MAYNARD PLASTICS' 96.0 mss/ / 90 D 3-s9z."3 92 6 D DMHMATE 90 � p 9).4(- APPROX 1 ION a2 ECORD OCAT \ 92.8 86.8 / 91�.4� /R OF 4, GAS / S 88 g� 87.4 I 85 - r w \ ,' �9'38, \\ \ \ BITUMINOUS CONCRETE PAVEMENT A TLAN77C EXTRUSIONS CORP. z \ \ \ \ \ /1 LOT 699 LCC 11802-42 l - r I ROW OF 15's TALL ARBORVITAE \ / J _ \ \ \ \� I I 92.5 I " `' \ � / l 9i•79 S 68'22 5 ., W 643.02 - - - ,- - --- - _ s \ \ ^Q �- - - - -- ---- - - _-- _ �o.' INV. I 87.25 _ 79.87 90 7 gy. °Ili DIz _ , I .67 K187,SMH 87.29 \ \ L G \ 77.3 W \ \ n 1LJ \ \ ` by W '► \ _ -99 19 � N �p ON 00 : _ \ G _ co 5 N N I O O y \ BOULDER RETAINING WALL LOT / 2O o • I N N J v -��, \ \ 1939007+ SF. N I� ILD 4.43E Acs. y \ . 4 86.61 S. tea• '�' ��, \ � __ T 8+ \ \ \ \ n� r 86 79. 10 9! DMH \ s \ 2g 80 til- n Z� � � \ \} WETLAND LINE - � CAR- BOX I \ � AS SHOWN ON ��-, `� . TMH DEC. 1996 PLAN _ ''� ,-,�� �- _� \ �-,-_ _ 91.75' \ 624108Ln E / Lot \ \ \ ---- - ,106.42 CP ^oq ��.3 79.s Z80•�0 �� 87 16 C67.91 2S 74.8 SMH S Sh41 \ �� \ \ \ \ NS ------- 04 81 .41 \ o L-144.19' � -1 \ .5�� \ ,Q 'fir Nil `\ � ' R=255,00 L�N v-� /� _ �� o \ N3 •79• 8.5 s�4 p E of 09 oN -�.� ��0 ,55� E e/ /N otelC y s gc ,. - w SIGN \ L � • Sl�E1Vq qR� WA1- \ 1 7_ rI� CK coNcRF� Y CURB 72 F 4 SLOPED G1017E B�OCks / 79.0 �`�a3 1 40 _ D So s s ( ' R $° ZONING DISTRICT D s. _4 L=1>`Sg 77.,9 '�- L=180.39' ,g,�° s PP { 1 So3 71 .2 BUSINESS PARK DEVELOPMENT , �S 75• S 1 ct 72.2 �� s - \ _ .00 X5,1, 5 co ITEM REQUIRED ^ a s SLOP GRAr1 - D '( ' SL _' .b '�1�� GE of 0� PSR LOT AREA 40,000 SF. l-- ^� / lie. Eo �o. W �� \ LOT WIDTH 150 FT. O 22 -Iss" W 77.47 SMH 5.0 LOT COVERAGE 45 " , b , 71-&CIIAT 0 SMH s 110 FRONT YARD 50 FT. PAS \PER \ SIDE YARD 30 FT. SCUP �_ O,L,OwAL \ \ \ e �� REAR YARD 50 FT. , \ '7e ` \ �� BUILDING HEIGHT 50 FT. 1.93. 1 ` -� W I \� OPEN SPACE 10 7. 0 $ BENCHMARK N \ \ 1 \ Z \ HYDRANT SPINDLE L E. L E N D \ J WETLAND LINE AND 100 FOOT BUFFER FROM ELEVATION 80.80 N. _ ° RESOURCE AREA AS DEPICTED ON PLAN - a'o• Q �10 FILED WI7H ORDER OF CONDITIONS IN DEP O SMH EXISTING SEWER MANHOLE c� � \ \� SITE DEVELOPMENT PERMIT PLAN FILE 64-152 1 THIS PLA IS GROUND FIELD O DMH EXISTING DRAIN MANHOLE F ) N THE RESULT' OF AN ON THE R E ® EXISTING CATCH BASIN PROPOSED OFFICE & MANUFACTURING FACILITY SURVEY AND PUBLIC AND PRIVATE PLANS. Asa EXISTING HYDRANT � EXISTING WATER GATE 2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND - 100 EXISTING CONTOUR / �� I SALEM, MASSACHUSETTS RECORD PLANS AND ARE NOT NECESSARIL Y INDICA 77 VE OF -0- UTILITY 100.00 EXISTING SPOT GRADE OLE UNDERGROUND CONDI TIONS. o STREET L LIGHT \ \ EXISTING CONDITIONS - - - RETAINING WALL CI 3 774E CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND �\ PREPARED FOR PREPARED BY STONE WALL Thee Salem Glass Co. Eastern Land Survey Assoclates, Inc DETERMINING 774E LOCA 77CJN, SIZE AND ELEVA 77ON OF ALL CURB 75 Canal St. 104 Lowell Street EXIS77NG UPLITIES, SHOWN OR NOT SHOWN ON THESE PLANS, x X FENCE �j � �`,, � \ So/em, MA 01970 Peabody, MA .01960 PRIOR TO ANY CONS7RUC770N. THE ENGINEER SHALL BE N077FIED IN WRI77NG OF ANY U77LI77ES FOUND INTERFERING WITH THE \ (978) 531-8121 PROPOSED C0NS7RUCT7ON' AND APPROPRIA 7F REMEDIAL ACT70N NOTES: SCALE I BEFORE PROCEEDING WITH THE WORK. 1. ZONING DISTRICT BPD BUSINESS PARK DEVELOPMENT O \ \ ` 1" 2. ASSESSORS MAP 7 LOT 77 4) 7N/S PLAN IS BASED ON 77-1E REFERENCED PLANS, DEEDS J. PLAN REFERENCE: LCC 11805-54, FILED CERT. 66196 `� '� F CERTIFICA 7F 62422 'd Fl 4. 71 TLE REFERENCE: AND 774E RESUL TS OF A FIELD SURVEY AS OF THIS DA TE, 5. DA 77JU TAKEN FROM AS-BUIL T PLAN OF LOT 699 �' `� - - o G NO CER77FICA 77ON IS IN7ENDED AS TO PROPERTY 77 TLE DA 7FD MAY 14, 1986 �• o �0 20 40 } OR AS TO THE EXIS7ENCE OF UNWRITTEN OR UNRECORDED 6. LOCUS IS IN ZONE C ON FEMA FLOOD MAP PANEL 5 ` DA 7E ,. . ,,. �r�f t:,. . 001 EASEMENTS. COMMUNITY N0. 2501'02 \ FEBRUARY 5, 2001 Christopher R. Mello 7. SEE ORDER OF CONDIT70NS IN DEP FILE 64-152 PLS XJ17 F 12021 8. UNDERGROUND GAS, POWER AND COMMUNICA TION LINES \ 5) SEE ARCH17ECTURAL PLAIVS FOR DETAILED DIMENSIONS AND IN TECHNOLOGY WA Y ARE NOT SHOWN. REVISIONS BUILDING MA 7FR/AL SPECIFI CA 77ONS. i SHEET NO. I . FEBRUARY 27, 2001 2. ,MARCH 51 2001 2 OF 5 } EXISTING CONCRETE BLOCK BUILDING ATLANTIC EXTRUSIONS, Formerly 'MAYNARD PLASTICS' S 88b9. - r� 38 w A TLAN77C EXTRUSIONS CORP. 1.93, • S 6822'54" W r- \ 643.02'Ln I \ Ui 6' WOOD STOCKADE FENCE \ ---- I CONCRETE \ 8 Sp. 22 00I D(JP , - \ - PAD , W ,. cli L0 Cr. \ N O \ Z \` coUj o \ R■5.5' R=5' in 282'-2" w O a o, \\ LOAD I NG Z V) cn 0 a R=2.5' 17' 24' 19' 19' \ 24' 19' \` R=5' \\ o w O M Q • o r- O� \ a 3 C141 N a co SNOW STORAGE) o \ m zo GRASS ;W r PROPOSED BUILDING -v \ \ Z 0 n HC Z 3 VAN \ _ z �• \ U) ` • O \ HC R=5 \ } J 10' G R=5' 4' * \ w ` 13OLLARD (TYP I CAL) 2 SEE ARCHITECTURAL PLANS FOR ENTRY LIGHTING 70 Va N 01F 130'-2" za R=7.5' o _ �` 0 3 GESS NEW CON+C. WALK '; ,• R-7.5' 91.75 � — HC HC 11 ® 9' = 99' N62•41'OS" E 1'� \ 7 S . ® 9 - 6 p + \ + + a� + 6, �p Z 06,h2 R=30' �� 2p, �i'`o v. �/ GRPSS \. 00 R=30 R=5' 8' S' 8' R=4.5' R=4.5' R=5' 80280' +�,��•( O N \��• �.,.� N S R=5' "loo, R=5' ° R=5 �6+ D I SECTIONAL R=10' L--144.1, R=5' ` Q SIGN ' GRASS t 17 p. ® ' = 53' + �•� �J6• •, _� R-255.00 ,�o 0 'Q`3o 79, 78.57 1 0 N 5T55574 a �• ,I1EXIST 1 NG SL OPEp U4. 4 GRANITE 1 •E \1, (7yPIC4 I £X/SrIN GRASS O 1\ ��P�CgC�R££r L=180.39' 1 Nay rR££ StQ%D R=205.00 0 1 N/7� , LOG WAY PROPOSED LANDSCAPE SCHEDULE MAPLE AND\OR LONDON PLANES 14 } WHITE PINES 10 RHODODENDRONS 24 mow' AZALEAS 24 SITE DEVELOPMENT PERMIT PLAN GROUND COVER s BALTIC IVY ZONING DISTRICT PROPOSED LIGHTING SCHEDULE PROPOSED OFFICE & MANUFACTURING FACILITY BUSINESS PARK DEVELOPMENT � GROUND FLOODLIGHT PROPOSED SLOPED GRAN i TE CURB SALEM, MASSACHUSETTS ITEM REQUIRED PROVIDED PROPOSED BERM ' BUILDING MOUNTED WALL PACK SITE LAYOUT AND LANDSCAPING PLAN PREPARED FOR PREPARED BY POLE MOUNTED LIGHT The Salem Gloss Co. Eastern Land Survey Associates, Inc LOT AREA 40,000 SF 193,007 SF 75 Can al St. 104 Lowell Street Salem, MA 01970 Peabody, MA 01960 PARKING CALCULATION LOT WIDTH 150 FT 698 f FT (978) 531-8121 FRONT YARD 50 FT 56.7 FT SCALE REQUIRED PARKING: 1" = 20' SIDE YARD 30 FT 51 FT - x, 1 SPACE PER 2 EMPLOYEES: 50 EMPLOYEES x 1Sp/2Emp. = 25 SPACES - Ls r + REAR YARD 50 FT 51 FT • — 0 10 20 40 60 <,4 1 SPACE/1000 SF GFA 50300SF X 1 Sp/1000 SF — 51 Spaces BUILDING HEIGHT 50 FT 26 FT ` DATE } 1 SPACE/COMPANY VEHICLE 6 Spaces LOT COVERAGE 45% 22 .790 FEBRUARY 27, 2001 Christopher R. Mello PLS 31317 F 12021 REQUIRED PARKING: 82 Spaces PROPOSED PARKING = 82 Spaces OPEN SPACE 10 % 30,16 % REVISIONS SHEET NO. (COMPANY TRUCKS WILL GENERALLY BE PARKED IN THE BUILDING 1 . MARCH 51 2001 OR TO THE WEST OF THE BUILDING ) 3 OF 5 EXISTING CONCRETE BLOCK BUILDING A TLANTIC EXTRUSIONS, Formerly 'MA YNARD PLASTICS' 00 \ DMH mo moi' ATLAN77C EXTRUSIONS CORP. -' N \\ \ LEDGE CUT OR RIP-RAP STABILIZED SLOPE 90 86 92 p90 y� EXISTING 24 DRAIN TO ( \ \ l! \ 88 BE RELOCATED BY OTHERS W W � 83x00 84x20 - Z- H _ _ 86 1 _ 1 84 \ 82x50 82x75 82x00DMH \84 82 82 Ga DMH 15 CB I4CB I, D 81 x25 \� / { I w 82x30 �T \ J \ \ \ / 12, H CB 2 w \ O I \ D OPE 8X50 c�wn \ I \\ g \ \ D D I2� NppE \ w \ \ \ DMH 4 ` \ INV. 76.00 I _, 0 TD 3 82x00 EXISTING 4' GAS OUT OF SERVICE g \ CONTRACTOR TO VERIFY m \ 1�� 8200 C6 16 83x I0 \ _ �� \ 82` \ - I _ - PROPOSED 'BU N �\ 82 'BUILDING _ 80 s2 SLAB ELEVATION = 83.0 \ DMH 5 s2 00 CB s to CD \ \ \ O 84 cy \ \ 8200 50 �� _ \ D \ \ \ g \ \ \ m CD TRANSFORMER PAD \ , • -: . , •; � '� \ 82x2(0 \ \ z J _ 82x 81 x70 _ \ v T n \ c8 13 SLei t4G CURB I M� 18 HDPE \L 0 m v 3 82 18' HDPE DMH 9 I C & R� Ski O 6!9. D D D ERGRdl7ND E T I pN SERVICES \ DMH I __. v 78 DMH 11 UND I I p a: 76 1� c� \ IDMH 8 TELE 740 p SIM g S \ '81 / c 3 86x10zz D SEE \, Zz - \. -• j y BIX00 8o c�0 z3• - - - 86 vv 81x8 \ 84 _ ST ING CURB 74.96 RIP-RAP STAB I L I�ED SLOPE O EXI . 82 82 \ \ 1 �25 SEE NOTE / I 80 1 7 A °G\ SMH _ 1 io !NS - _ 8 \ \ 3 TALL _ -1g.23 S �'2 Ek4B TO SILT BARRIER 0 TING M4 TSH ) W EXISTING - • WATER - 4�� S 0 76 2 -12 r S�I 2.47 S . I S ` LOGWALY - - - i E c A' 3 L E G G N D W 78 GENERAL NO TES O SMH EXISTING SEWER MANHOLE o DMH EXISTING DRAIN MANHOLE 1) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD ® EXISTING CATCH BASIN SURVEY AND PUBLIC AND PR/VA TLS PLANS c4a EXISTING HYDRANT EXISTING WATER GATE SITE DEVELOPMENT PERMIT PLAN 100 EXISTING CONTOUR 2) U77LI77ES SHOWN ARE BASED UPON FIELD SURVEY AND UTILITY NOTES: STRUCTURE RIM ELEVA11ON INVERT ELEVATIONS) 100.00 EXISTING SPOT GRADE RECORD PLANS AND ARE NOT NECESSARILY INDICA 77VE OF A. EXISTING SEWER MANHOLE SHALL BE CORED AND P R;OP OSED OFFICE & MANUFACTURING FACILITY -� UTILITY POLE UNDERGROUND CONDITIONS. BOOTED FOR INSTALLATION OF NEW SEWER CB 1 81.25 77.00 RETAINING WALL SERVICE. CB 2 81.50 76.25 SALEM MASSACHUSETTS CURB 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND TD 3 80.00 76.25 X x FENCE DE7FRM/NING THE LOCA 770N., SIZE AND ELEVA77ON OF ALL B. GAS SERVICE TO BE SIZED BY PROJECT ARCHITECT DMH 4 81.00 76.00 SITE GRADING ® SMH _ PROPOSED SEWER MANHOLE AND UTILITY PLAN © DMH PROPOSED DRAIN MANHOLE EX/STING UT7LITIES, SHOWN OR NOT SHOWN ON THESE PLANS, DMH 5 82.20 75.50 (IN) 75.25 (OUT) PROPOSED CATCH BASIN PRIOR TO ANY CONS7RUC77ON. THE ENGINEER SHALL BE NOTIFIED C. DOMESTIC WATER SERVICE TO BE SIZED BY 77.80 (CB 6) PREPARED FOR PREPARED BY PROPOSED HYDRANT IN WR177NG OF ANY U77LI77ES FOUND INTERFERING W TH THE PROJECT ARCHITECT CB 6 82.00 78.00 The Salem Glass Co. Eastern Land Survey Associates, Inc. .. PROPOSED WATER GATE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION CB 7 81 .90 77.50 75 Can al St. 104 Lowell Street - 100 PROPOSED CONTOUR PROPOSED ELECTRIC AND TELECOMMUNICATIONS DMH 8 81 90 74 90 (IN) 74 65 (OUT) Salem, MA 01970 Peabody, MA 01960 BEFORE PROCEEDING Wl T H THE WORK. D• 978 531-8121 100x0 PROPOSED SPOT GRADE FACILITIES SHALL BE INSTALLED IN ACCORDANCE 77:25 CB 7 ) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS WITH THE REQUIREMENTS OF THE UTILITY COMPANY DM8 9 81.50 74.10 (76.75 CB 10) SCALE AND 774E RESULTS OF A FIELD SURVEY AS OF THIS DA TE, HAVING JURISDICTION. - CB 10 81.00 77.00 1" = 20' NO CER77FICA 77ON IS INTENDED AS TO PROPERTY T77LE DMH 11 80 30 73.60 /�/�` i~ OR AS TO 7751E EXISTENCE OF � �� FR UNWRITTEN OR UNRECORDED DMH 12 75. 80 70.00 (71.90 CB 13) - �Q =:p EASEMENTS 72 00 ,. �,� • CB 13 76 00 � 0 10 20 40 60 5) WETLAND LINE AND 100 FOOT BUFFER FROM RESOURCE '- CB 14 81.25 77.25 DATE `4 ., , l AREA AS DEP77C7F0 ON PLAN FILED WITH AN ORDER OF DMH 15 82.30 • Cnristo her R. Mell Clayton A. Morin '? COND177ONS /N DEP FILE 64 152 77.00 FEBRUARY 27, 2001 P yt PLS 31317 PE 30969 F 12021 1 CB 16 . 82.00 78.00 REVISIONS 1 . MARCH 5, 200/ cl� SHEET NO. j 4 OF 5 _ ------------ - DETAIL MANHOLE no scale 24" DIAM. MANHOLE FRAME AND COVER LEBARON LK 110A, LABELLED DRAIN DETAIL OR SEWER AS APPROPRIATE CATCH BASIN Full Mortar Bed n0 scale 24" x 24" CAST IRON FRAME AND GRATE 2'-o" 2 to 5 Courses Leveling Brick LEBARON LK 123 OR LK 124 —T SET 1 1/4" BELOW PAVING _ Full Mortar Bed ---SIGN 3'-6•' PRECAST CONCRETE CONE 2 to 5 Courses Leveling Brick I_ Elm PAINTED WHITE SYMBOL PRECAST CONCRETE OR 10'— U CHANNEL POST PRECAST CONCRETE WALL SECTION BARREL BLOCK WALLS - ( All Joints and Penetrations (MORTAR JOINTS IF BARREL o L� 41 0" 4'-0" INSIDE DIAM. BLOCK USED) 1 _ �` 1 " CHAMFER o to be made fully Watertight) ARourlo ensE ; 12" CPP TEE 5' X 18" X 18" i~ _ CONC. BUMPER BASE FORGED ALUMINUM .ALLOY 3 �— SAFETY TYPE MANHOLE I� OUTLET N BI TUM I Nous PAV I Nclb STEP AT 12" O.C. I I I I 1 INLET o 's 5'-0" x t e"le CONC. 5" MIN TC2L 3 SIGN FOOTING " , IN N o I OUTLET j= io 1 e•' 5" MIN TYPICAL CHANNEL MOUNTING FOR HANDICAP SIGNS DETAIL PAINTED HANDICAP SYMBOL PRECAST CONCRETE BASE o oo000�o�000 ��ao 000� g$o PRECAST OR CAST-IN-PLACE 0o�$ o�40��$i CONCRETE BASE SCALE: N.T.S. SC/►LE: N.T.S. 0 6" Crushed Stone BRICK INVERT s" CRUSHED STONE FOUNDATION Foundation �— — TYPICAL CROSS SECTION TYPICAL CROSS SECTION PROPOSED PARKING AREAS WEST PORTION OF PAVEMENT no scale no scale Pitch 1/4 " per foot __ Pitch 1/4 " per foot 1 1/2" Bit. Concr. Base Course 1 1/2" Bit. Concr. Base Course [ 2" Bit. Concr. Top Course 2 1/2" Bit. Concr. Top Course 12" Gravel Base – No Stone Over 3" Dimension 12" Gravel Base – No Stone Over 3" Dimension Approved Subgrade Approved Subgrade PROTECTIVE BOLLARD No Scale DETAIL DETAIL LEVEL SPREADER 4 - AT PIPE END = - �TR%VOWS�°�`� . _ EROSION CONTROL SILT FENCE ^ ^ � 2'x2•x4'-s' WOODEN POSTS NO SCALE 6" DIA. GALVANIZED STEEL PIPE, FILLED ^ naw IO f .�►� c>Rac�rz SOLID WITH CONCRETE, ROUNDED AS AT 8' O.C. (MAX) o MIRAFl No. 100 SEDIMENT OUTFLOW PIPE SHOWN ^ P CONTROL FABRIC FIELDSTONE OR �n •A ..q CONCRETE HEADWALL P I GLESTICANDW112E (/ HAY BALES I I TECTIvE SLEEVE 0 6ACDEN FLOW DIRECTION STONE RIPRAP � w 4r 7r7 mow 100 LB. MIN. WEIGHTLAW �� nPsr eenav sac EXISTING GROUND 1% SLOPE FROMA r acv air�cac>y HEADWALL ,49 � 1" FINISH GRADE s c� c.PA&r Or AO.D 1I #3 HOOPS ® 12" O.C. (5) AND #4 BARS o ( � VERTICAL (4) fRom MP cr flavr au to = 1111 = 1111 — - 1111 = IIII = _ ��� sNc1 .�.nAV SOL i 04A T. 12 �* I CONCRETE BASE, 2500 PSI STRENGTH — IIII — 1111 UNDISTURBED SUBGRADE I I AFTER 28 DAYS —{ d' .MOON I I � I I I EY15'7ThC S7/61rR.4prr � I SUBGRADE TYPICAL TREE PLANTING Nor ro sr" SITE DEVELOPMENT PERMIT PLAN DETAIL PRIOPOSED OFFICE & MANUFACTURING FACILITY BITUMINOUS CONCRETE BERM DETAIL N.T.S. SLOPED GRANITE CURB DETAIL SALEM, MASSACHUSETTS TYPE "A" N.T.S. TYPICAL TRENCH SECTION PLANT AT 1HE SXME �1�1 SITE DETAILS C AS PREVIOUSLY GROWN. MACHINE– no SCC1I@ FINISH FORMED GRADE 3• PINE SARK MULCH-SNRCDMD PREPARED FOR PREPARED BY BERM 1' UNTIE AND ROLL SACx BURLAP The ,Salem Glass Company Eastern Land Survey Associates, Inc. FROM 1/3 OF ROOT SAIL (UW); 75 Canal Street 104 Lowell Street FINISH COURSE 6" 45 ��j 9" Euo sT co CPL TnYs USED. Salem, MA 01970 Peabody, MA 01960 TOP COURSE T5- BITUMINOUS 6"x 16" SPLIT- SLOPE - sLOPE To FORM SAUCER. (978) 531-8121 PAVING D° o Oo I FACED GRANITE PLANT BACKFILL wxTURE. SCALE BASE COURSE BINDER COURSE o I 0 0 � scARIF1r E)QSTwG SOfL k BLEND AS NOTFD .� , ,, - --�` fi °' o 0000 COMPACTED GRAVEL Q) C7 D p pD p WITH PLANTING UIX 1:1 �f , �00 0 0 ��0 0 °o 00o BACKING PLACED PRIOR DDD p pD OD/2 6„ U1►r_ AND couPACT. aka 0 0 0 0 �0 0� 6" oo TO SETTING OF GRANITE DD DD D pp _ b 0 D ° °� o 0 1 D Dp p D DDp 9 MIN. y ! t O D " 00STtNG SUBGRADE „' =• —— " D D DD p s' VARrEs a' 60 3000 PSI �4- STONE 1 CRUSHED D D u;N. INN. 0 10 20 40 ,CEMENT CONCRETE 12 , SHRUB_ PLANTI-NG DETAIL _ DA 7E FEBRUARY 28, 2001 Christopher R. Mello C/nyton A. Morin F 1 202 PLS 31317 PE 30969 REVISIONS SHEET NO. 1. MARCH 5, 2001 .5 OF 5