Loading...
65 JEFFERSON AVENUE - ZONING � � JQ�ers�� �J� - �co,iarrr gcv�. CCitp of *atelu, f laggarbugett!6c cLERrs s 0-F IC A r a Manning Noarb One balem Oreen ,j66). . , JAN o IP 3� p'I Site Plan Review Decision January 9, 2003 Jeffrey Brothers Inc. 144 Canal Street Salem, MA 01970 RE: 65 Jefferson Avenue Site Plan Review On Thursday,November 21, 2002, the Planning Board of the City of Salem opened a Public Hearing regarding the application of Jeffrey Brothers Inc. under Site Plan Review, Section 7-18 of the Salem Zoning Ordinance for a project located on a 78,400 square foot lot. The project includes the renovation of an existing 2 '/� story wood structure consisting of 20,200 gross square feet, the demolition of the existing loading dock, and the construction of a 9,400 square foot metal building off the rear of the existing structure. The site will house a furniture retail store and showroom. The Public Hearing was continued to December 5, 2002, December 19, 2002, and closed on January 9, 2003. At a regularly scheduled meeting of the Planning Board held on January 9, 2003, the Board voted by a vote of nine (Power, Puleo, Cullen, Collins, Sullivan, Lombardini, Durand, Weiner, Moustakis) in favor, none opposed, 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, "65 Jefferson Avenue, Salem, MA", prepared by Hancock Engineering Associates, 235 Newbury Street, Danvers, MA 01923, incorporating sheet 1,Proposed Building Addition Permit Site Plan, dated 10/30/02; Sheet 2, Proposed Building Addition Site Details, dated 10/01/02; sheet 3,Planting Plan, dated 10/23/02 and revised 12/4/02. 2. Amendments a. 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 conditions contained within shall require the approval of the Planning Board. One Salem Green, Salem, Massachusetts 01970 (978) 745-9595 ext. 311 Fax (978) 740-0404 Jeffrey Brothers Inc.-65 Jefferson January 9,2003-2 b. If, at any time, the applicant obtains undisputed ownership of the portion of the parcel, located in the southeast comer of the site of which ownership is presently in legal dispute, and the applicant wishes to utilize this land in any manner which may alter the approved site plan, the applicant shall submit revised plan to the Planning Board for their review and approval. 3. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a minimum of 3-'/2 inch caliper and with a minimum height of 8 feet. 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 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. Construction Practices All construction shall be carred 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. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not Jeffrey Brothers Inc.-65 Jefferson January 9, 2003 -3 leave dirt and/or debris on surrounding roadways as they leave the site. 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. 7. 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. 8. Board of Health All work shall comply with the requirements of the Salem Board of Health. 9. Fire Department All work shall comply with the requirements of the Salem Fire Department. 10. Conservation Commission All work shall comply with the Order of Conditions issued by the Salem Conservation Commission. 11. Building Inspector All work shall comply with the requirements of the Salem Building Inspector. 12. City Engineer The applicant shall comply with all requirements of the City Engineer. 13. Utilities Utility installation shall be reviewed and approved by the City Engineer 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 (Mylar and digital copy), stamped by a Registered Professional Engineer, shall be submitted to the Planning Department and Engineering Department prior to the Jeffrey Brothers Inc.-65 Jefferson January 9,2003-4 issuance of the final Certificate of Occupancy. 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. & P Walter B.Power, III Chairman ciTy Cit of *alem' A1a50at Ugett� G�ER�S© 'it Manning 39oar0 IDI✓ANS? (One *alem Oreen q Wetlands and Flood Hazard District Decision January 22, 2003 Jeffrey Brothers Inc. 144 Canal Street Salem, MA 01970 RE: 65 Jefferson Avenue Wetlands and Flood Hazard District Special Permit On Thursday, November 21, 2002, the Planning Board of the City of Salem opened a Public Hearing regarding the application of Jeffrey Brothers Inc. under Wetlands and Flood Hazard District Special Permit, Section 7-16 of the Salem Zoning Ordinance for a project located on a 78,400 square foot lot. The project includes the renovation of an existing 2 %z story wood structure consisting of 20,200 gross square feet, the demolition of the existing loading dock, and the construction of a 9,400 square foot metal building off the rear of the existing structure. The site will house a furniture retail store and showroom. The Public Hearing was continued to December 5, 2002, December 19, 2002, and closed on January 9, 2003. At a regularly scheduled meeting of the Planning Board held on January 9, 2003, the Board voted by a vote of nine (Power, Puleo, Cullen, Collins, Sullivan, Lombardim, Durand, Weiner, Moustakis) in favor, none opposed, 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, "65 Jefferson Avenue, Salem, MA", prepared by Hancock Engineering Associates, 235 Newbury Street, Danvers, MA 01923, incorporating sheet 1,Proposed Building Addition Permit Site Plan, dated 10/30/02; Sheet 2, Proposed Building Addition Site Details, dated 10/01/02; sheet 3, Planting Plan, dated 10/23/02 and revised 12/4/02. 2. Amendments a. 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 conditions contained within shall require the approval of the Planning Board. One Salem Green, Salem, Massachusetts 01970 (978) 745-9595 ext.311 Fax (978) 740-0404 Jeffrey Brothers Inc.-65 Jefferson January 22, 2003 - 2 b. If, at any time, the applicant obtains undisputed ownership of the portion of the parcel, located in the southeast corner of the site of which ownership is presently in legal dispute, and the applicant wishes to utilize this land in any manner which may alter the approved site plan, the applicant shall submit revised plan to the Planning Board for their review and approval. 3. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a minimum of 3-%2 inch caliper and with a minimum height of 8 feet. 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 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. 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. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not Jeffrey Brothers Inc.-65 Jefferson i January 22,2003 -3 leave dirt and/or debris on surrounding roadways as they leave the site. 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. 7. 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. 8. Board of Health All work shall comply with the requirements of the Salem Board of Health. 9. Fire Department All work shall comply with the requirements of the Salem Fire Department. 10. Conservation Commission All work shall comply with the Order of Conditions issued by the Salem Conservation Commission. 11. Building Inspector All work shall comply with the requirements of the Salem Building Inspector. 12. City Engineer The applicant shall comply with all requirements of the City Engineer. 13. Utilities Utility installation shall be reviewed and approved by the City Engineer 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 (Mylar and digital copy), stamped by a Registered Professional Engineer, shall be submitted to the Planning Department and Engineering Department prior to the J , Jeffrey Brothers Inc.-65 Jefferson January 22,2003 -4 issuance of the final Certificate of Occupancy. 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. �alter B Power, III Chairman EL EVA TION BENCH MARKS `� A DA Tum. N.G. V.D. OF 1929 � NO. DESCR/PT/ON ELEV. I. FIRE HYDRANT — BOLT OVER MAIN OUTLET 13.83 n 2. FIRE HYDRANT — BOLT OVER MAIN OUTLET 12.62 � f MAP 24, LOT 115 - R h / - INDUSTRIAL RC - RES/DENT/AL CONSERVA TION ZONE LINE SHOWN HEREON IS SCALED FROM CITY OF SALEM ZONING MAP LOCOS SCALE: 1=2000' .P� l� REQUIREMENTS INDUSTRIAL/WAREHOUSE PARK/NG REOU/REMENT=1 SPACE PER 1,000 S.F. OF FLOOR SPACE f 1 SPACE/COMPANY VEHICLE f 1 SPACE/2 EMPLOYEES = 19 SPACES REOU/RED RETAIL BUS/NESS PARK/NG REOU/REMENT=1 SPACE PER 150 S.F. OF FLOOR SPACE = 115 SPACES REQUIRED OFF/CE PARKING REOU/REMENT=1 SPACE PER EMPLOYEE = 7 SPACES REQUIRED TOTAL = 141 SPACES REOU/RED 58 ON—SITE PARK/NG SPACES PROVIDED \ R V /' SEE' SHEET 2 FOR GENERAL NOTES. •\ 1 I �: OU TH MILL P pNO) \ 1 1 LOWE (clIkIO .96, PLAN 6 FROM PLAN gooK RID/AN • ..` loe 3.15 ILWFA22 C OF WA TER QUAL/TY SWALE3.46 j 1 WFA21 WFA19 2.99 PROPOSED WA TER QUAL/TY j l DEN REALTY 7RUST6� _ _ 4 WFA18 SWALE DISCHARGE NORMAN J. DUBS, TRUSTEE 7 �' 2.49 JIL \ WFA�O _-- --_. �- WFA17 � 1°11AN a�19 c. PLAN BOOK 314, PLAN 66 �� \�., ____ ____ ___-- ____ ..._.,, ��, � ---. ' � PLAN BOOK 96, PLAN 6 _ _ - _� , „ 2.71 CO. WFA1fi 3.02 SS WFA14 F13 I Y '! �r j " 1�1F'A15- -- '' H/GHPO/NT WATER / _ \ QUAL/TY SWALE 1.• ' 2.81 , 9 s \ \ WFA11 1 1 3.30 it / • 1 \ EX/S7 N T. C. SURFA E 2 05 '� »CHANNEL L� \ TOB SCA / D RESTD D \ P D qc- O pF i �g9 \ WITH TOP R �A"• G'(/,QB \ 3.08 �" ON 'p AGE \ B/TU INOU CON RETE K MEN A9 1 •'� ` .SCAPLAN N f Ap \ (2- CH A ERA Dq PROP. 10'x6' \ \ \ \ P \ PROPOSED 1 SS P. BIT. CONC. THING R� ?o,V \ f0 RE/NF. CONC. LOADING CURB'(T1 _ _ �IR£�EHNE 24, (rYP ) \ LOT AREA — `� . DUMPSTER PAD DOCKS \\ \\ �. • �••� -s- -- FIs sy \ 1.8-1- ACRES r �o S \ E 7 r \\ 3.58 / \ l S Q (ASSESSORS) a 0 \ WFA8 •`. i �' y 1 p r?SFR \ \\ I x 7 \ \ SS OiyF I PROPOSED ,IINNIINNNIIIINNIINN : -� 3.19 I 1 ' \ LOADING DDC J� � \� ..-•� � \\ A7 �. \ •� _ �.•� -'••--. \ - l fig' (TYP• PROP. TANDEM 3.05 •`- • .. •' '�•.` \• 24' (TYP•) \ 150W FLOOD � \ �. / `-�\ �\ WFAfi �.•` 7 ••\ \ / LIGHTS (TYP.) \ I 18 \ M- --EX/ST. CB \\ '�''j •\ \ Y OPOSED 9400± SF ADDITION (SEE NOTE 9, PROPOSED WATER 4UAL/TY �� :1 f 4 / 12'x60' STORAGE FOR 6 TRAILERS SH 7;_ 2) \�\ A5 •\ i i ho �oO \ SWALE DISCHARGE \ (2 FLOORS) ss \ •I PROP. BIT. CONC. � V 9 CURB (TYP.) W H P H.P. H.P. c� ` 3.13 ` . o v \ p A4 1 1 1 M F Op• / ' ' \\ I Fqs� "IntRF _ _ - £X/SANc` R j1 rFACJUTYTBR \ \ WA •\ i (SEF NEW PA(VFM T \ F3 •� M Myw R ~ 2 STORY ALUMINUM & DETAIL, SYr 2) •�.._.._.. � ( CONC. BLOCK BUILDING \ CONC. X65 • 3.20 �. \ \ 3.31 \Wh'FA1 �` •\ TELEPHONE x y _ EXISTING SIAMESE BOX \\� •I 11 - 1� \\ CONNECTION � OF PROP � � � 1 EN%. CURB SIGN \ r R PLA�t'� I1NC en'k P �, �` --__12 BEGIN W-WIDE CONC SIDEWALK W/I�GC #2 To ss _ _ _ _ _ APPROVED 2 �, SS TBM SS 1 x - w - - ` r - ~ - - - SA IN . U.P. . SAPLING U.P. W LIGHT SAPLING EXISTING LAN #/ x 12 C, U.P. W/LIGHT .SAPLING SAPLING -'SAPLING ING / CUL VERT C/LS y SITE: ---_ 6yO OD VEELING (TBR) (TBR) U P.S/w yyjy,Oe O VCSAPL lNG 6'-300 HAND/CAP (TBR) U.P. W/t IGHT RAMP (n'�°) OP. GAS SERVICE TD EX/ST. �S MA/N (PUBL/C - 60' W/DE) A VENUE HW ANT&XGA/T AL VF' IN JEFFERSON AVE. (BY KEYSPA ) JEFFERSON PER C/TY OF SALEM MUNICIPAL STANDARDS SITL PLAN SCALE: POP = 20' 0 20 40 80 E E HANCOCK DESIGN. JRA PROPOSED BUIL D/NG A DDITION SHEET DRAW: ETCOL A/V1 mss"°f4si Engineering Associates 1 OF 3 gn A DIVISION OF H.S.A.. INC. a yo DWG. 8472PS1 JAMES R. o N COMEAU CIVIL 235 NEWBURY STREET, DANVERS. MA. 01923 CHECKED.- RFD VOICE 97 777- FAx 97 774-7816 65 JEFFERSON AVENUE JOB 9 8 3050, 8 c � c � P WWW.HAN000KASSOCIATES.COM NO. SCALE:As SHOWN SALEM MASS. Civil Engineers, Land Surveyors, ' 8472 E NO, BY APP. DATE REWS/ON DESCRIPTION Environmental Consultants & Landscape Architects DA TE: 10/30/02 PREPARED FOR JEFFERY BROTHERS - GENERAL NOTES EXISTING LEGEND PROPOSED #S WA TER SERVICE N5 LEVEL LAND/NG P.C. OR B1 TUM/NOUS 1. Locations of existing underground utilities/obstructions/systems shown hereon are 16X MAX. CROSS CONCRETE WALK TYP. approximate only. All utl/Itles/obstructions/systems may not be shown. Contractor shall be 0000 FM's•"""" FORCE MAIN �� �� SLOPE FOR DRAINAGE ( ) respons/b/e for locatJng and protecting o// underground uti/It/es/obstructions/systems, _ 8101 SEWER LINE AND MANHOLE ��� WH whether or not shown hereon. - SIZE MATER/AL do FLOW DIRECTION wweown 2. No new utility services are proposed, except for gas service from Jefferson Avenue _ DRAINLINE WITH PIPE SIZE, MATER/AL 12';QCPDMH • T '�. ° • ° ° do FLOW D/REC770N, CA TCH BA SIN ��SD �p t' 3. Property /fines shown hereon are opproxJmote. MANHOLE do ROUND CATCH BAS/Na -4�: 4' MIN. ° ' °p' 4. Safety me� � ° ���� , �onstructlon methods and contra/ of work shall be responsJbt/ity RD--�- ROOF DRAIN AND DOWNSPOUT �--�S ° ° ' PERFORATED UNDERDRAIN -UD- ofc ° d ^ ° uD ° ° a Contractor. 8,Y SLOPE MAX ^ fo FOUNDA 170N DRAM FD p 5. Contractor shall be respons/ble for repair and/or replacement of any existing Improvements w WATER MAIN AND VALVE w SPX °� °° ---D4- --04 E damaged during construction that are not designated for demolition and / or removal ; . • pP . .° °a , hereon. Damaged Improvements shall be repaired to the satlsfact/on of their G --�C}- NATURAL GAS LINE AND VALVE respectIHe owners j PROPERTY LINE : '. '' .. .' ° ° v 6. This plan Is not Intended to show an engineered bul/ding foundatlon des/gn, whicha would include details and final elevations of footings, walls and subsurface L/GA TURE TO /ND/CA TE CONTINUOUS _ drainage to prevent Interior flooding, See archltectura/ and/or structural drawings OWNERSH/P ACROSS LINES ° o, 55.36' t 55.36' 7. Any intended revision of the horizontal and/or vertical location of Improvements to N12o4623"E BEAR/NG do DISTANCE ALONG BOUNDARY N1204623'E :• be constructed as shown hereon shall be reviewed and approved by Engineer prior CONTROL JOINT to Implementation. tc 249.56' >> TOTALED BOUNDARY FRONTAGE <t 249.56' >> : . (P.C, CONCRETE) F/n/sh rim elevotlons of utIllty rims or gates should match pavement, grading, or #2 BOTTOM RAMP 8. e ELEVATION BENCH MARK FLUSH W17N GUTTER GUTTER landscaping, unless specirica//y indicated otherwise. -X-X- BARBED W/RE )E---X 9. Where ex/sting utTllty /Ines structures are to be cut/broken down/ abandoned, lines/structures STONE WALL 4000 PSI CEMENT CONCRETE" [21 NID7H shall be plugged/capped fl/ed In accordance with City of Solem requirements0 6' CLF _ 6' CLF SEE PLAN HAND/CAP RAMP CHAIN LINK FENCE WITH HEIGHT 0 o SLOPE 10. The contractor shall verify the location and relative elevation of bench marks prior to 5 WF 5 wF 2"CL. 1MAX5X IN commencement of construct/on. Any discrepancy shall be reported to the engineer. I� WOOD FENCE W/TH HEIGHT o 2.01 ISOMETRIC VIEW 11. Contractor shall contact Dig-Sofe for underground utility marking of 1-888-344-7233 ��� ���- EDGE OF LAWN iii iii • . NOT TO SCALE I at /east 72 hours prior to commencement of any work. EDGE OF GRAVEL OR DIRT ROAD ;<• •; �o � ' Sidewalk romps must comply with the Americans with DTsabl//itles Act and the 12. Contractor shall make hTmse/f aware of a// construction requirements. conditions, EDGE OF PAVEMENT ��\\��\���\ \��\�\ \��\\���\\��� Massachusetts Highway Deportment Wheelchair Romp Standards (Rev. Oct. 8, 1997). and Amttat/ons Imposed by permits and approvals Issued by regulatory outhorltles prior to commencement of any work. Contractor shall coordinate and obtain o// VG (see obbrevTotTons) yGC BASE �1J constructlon permits required by regulatory outhor/t/es PA 1 CURB B OR TRA/L 6"x6"x12 0 WWF IN CENTER OF SLAB ON CHAIRS i13. The wet/ands shown were delineated by Hancock Emironmenta/ Consu/tants, and x 2.32.6 SPOT ELEVATION qac SUBGRADE [1] were located by rie/d survey. 92 ELEVA TION CONTOUR 92 14. The locotlon of the South River shown has been d/g/tized from dig/to/ INTERMITTENT STREAM, DRAINAGE DITCH, I orthophotographs NOTES.• _ OR EDGE OF SEASONAL POND/NG AREA �lJ COMPACT TO 951 ' PER ASTM D-1557 15. No utilities were Included as art of the 6e/d survey. SHORE LINE (see obbrevlotions) P y f v CONTROL JOINT EVERY 5 LF, EXPANSION JOINT EVERY 50 LF. • -.. EDGE OF RIVER 6%o {. y MEAN HIGH WA TER �L i .' .. ' LE B-�'s� �' LEVEL LAND/NG MEAN LOW WATER CEMENT CONCRE7F WALK 4.0�. 1.6X MAX. CROSS B3 LIMIT OF BORDER/NG VEGETA TED KETLAND CROSS SEC TION ��'9-f: s' SLOPE FOR DRA INA GE A .16 (WITH FLAG NUMBER) NO T TO SCALE EDGE OF WOODS OR BRUSH (DRIP LINE) F X 26.8 PROMINENT DECIDUOUS TREE 26.8 r 12V WITH ELEVA 770N, SIZE AND SPEC/ES 12"M ko 26.8 PROMINENT DECIDUOUS TREE 26.8 , - - _ " BOTTOM RAMP ��7! • �•• • CONTROL ✓0/NT *T 18 'P WITH ELEVA ON, SIZE AND SPECIES '�3s � FLUSH Will•/ GUTTER (P.C. CONCRETE) '�%!.J ROCK OUTCROP (LEDGE) GUTTER SiO��A d L/M/T OF COASTAL BANK Q IRZ LIMIT OF INNER RIPARIAN ZONE IRZ HAND/CAP RAMP ORZ L/M/T OF OUTER RIPARIAN ZONE ORZ f4 ® 18" EACH WAY 4000 PS/ CONCRETE 0 LIMIT OF METLAND REPLICA 77ON AREA • O 2" CL ISOMETRIC VIEW I Ll OF 200' R/V£RFRONT SETBACK 41 n a $ Q NOTES NOT TO SCALE LIMIT OF 100-FOOT WEIZANO BUFFER ZONE O 1. SIDEWALK RAMPS MUST COMPL Y W TH 1N£ AMER/CANS W/77•l D/SABL/L/TIES ACT AND 7N£ LIMIT OF 100-YEAR FLOODPLA/N ♦ ° d a a ° 6" MASSACHUSETTS HIGHWAY DEPARTMENT WHEEL CHAIR RAMP STANDARDS (REV OCT. 8, 1997). o v LIMIT OF 10-YEAR FLOODPLAIN ♦ ♦ a a • • 4 a 2. 7N/S DETAIL ALSO APPLIES TO SIDEWALK HAND/CAP RAMPS ALONG JEFFERSON AVENUE. LIMIT OF CONSERVANCY D/57R/CT, WA MRSHED - PROTEC17ON D/STR/CT, OR "INLAND FLOODPLAIN" a 4 '14 ° • " S/LT FENCEHA YBA LES 7,77 ••o• •��. .90. . 90 'o.b • �O;� 4 GRANULAR BASEIT _.. . .. SURFACE RUNOFF D/RECTION .�° ... COMPACTED TO 95X t -Z WA 17RCOURS£ FLOW �Z PER ASTM D-1557 j -+- PIPE FLOW UNDISTURBED EARTH OR PREPARED j SUBGRADE COMPACTED TO 95X i STONE RETAINING WALL PER ASTM D-1557. EX/S11NG RETAINING WALL CONCRETE PAD FOR DUMPST LAR GROUND • CHECK DAMS \ \ TYPICAL SECTION 2 30' 0.C, 2 I� y,, ' � BU/LD/NG, LIGHT, STEPS do OVERHANG � TYCROSS SEC � � � NO T TO SCALE ® MON/TOR/NG HELL _6r" SNOW STORAGE SS 2" MIN. SOD OVER 4" MIN. LOAM 6t.-O" j APPLY FULL COVERAGE BOURSE 1NlCKNESS TACK COA T A T JOINT COMPAC77ON REQUIREMENT 1 1/2" TOP �. :. ;: .�> . •+ ....F :< r TEST PER AASHTO T166. SEE NOT£ [1] 2 1/2" BINDER - ° ' � ' A o p ° p o TEST PER AASHTD T166. SEE N07E �1J • WATER OUAL/TY SWALE 1 6"UNIREA1Zr0 BASE X x c0 o g ox X °°°°• x '"eX X x x O °oX xx o ox x 010so x x x x 0° o X X X x�Xo xX oos° k9A X x o % x xx o �` !-- 95$ 7FST PER ASW D-1557 NOT TO SCALE W o x X X x iOXx oe x X x aex 0 e " DO/ ee !0 OIL V4 bO ox o00 nUN3 €A €3 SUBBASE o X 95$ 1FST PER AS7Y D-1557 °°x o x %x c° ex xx c 9 SUBGRADE 95$ TEST PER ASTM D-1557 NY NOTFS• [11 COMPACT TO TEST AVERAGE OF 96$ NO TEST LOWER THAN 94X 6" MA TER/AL SPECIE/CA 77ON UAX/MUM AGGREGA TE OR PARTICLE 2& (/N TOP - BITUMINOUS CONCRETE MHD M3.11FIN/SH GRADE TOP COURSE03 1/2 co �� CLASS /, TYPE /-I EXTRUDED 8/7UM/NOUS BINDER- B/7UM/NOUS CONCRETE MHD M3.11.03 1 CONCRETE BERM (1/2" MINUS BINDER COURSE e.°, CLASS /, TYPE /-1 DENSE MIX PER MHD M3.1103) ;"'e. GRA VEL BASE COMPACTED FILL %.0e•' BASE - GRA VEL BORROW MHD M103.0 TYPE C 2 � e �• SUBBASE - GRA VEL BORROW MHD Mf.03.0 TYPE C 2 UNSUITABLE SUBGRADE - ORD/NARY BORROW MHD Mf.01.0 12 8" MIN. BITUMINOUS CONCRETE PA VEMENT BITUM/NOUS BERM FOR EX/STING LOADING DOCK FOOTPRINT CROSS SECTION NO T TO SCALE TYPICAL CROSS SECT/ON NOT TO SCALE BANCOCK DES/Gl1/.• JRC PROPOSED BUIL D/NG ADD/77ON DRAW. /W SHEET iN OF .. Engineering Associates SPEDETAILS 2 OF 3 r� `v A DIVISION of H.S A. INC. DWG. 8472C1 .LAMES R' 65 JEFFERSON A VENUE X COMEAU y 235 NEWBURY STREET. DANVERS, MA. 01923 CHECKED.• RFD CIVIL VOICE (978) 777-3050, FAX (978) 774-7816 JOB Pio.38056 ° NO �o s Pia\�@ www.HAN000KASSOgATES.COM SCALE.•AS SHOWN A LEM, MA SS Civil Engineers, Land Surveyors, 8472 NO. BY APP. DA TE REVISION D£SCR/P770N ''� Environmental Consultants & Landscape Architects DA 7F.- 10101/02 PREPARED FOR JEFFERY BROTHERS i \ /, 1 /. • � ••� � � ; , . 000l. ou RAVE •�, � .,.•_.. . 000 MILL 0' -- - — (01 •�••--•-••-.._.._. LAN 6 1\ /• •` 1 M PLAN BOOK 96, P 1 • .._. -••- i' � • • i' •� .._.•� MERMAN FROM 3.15 1 WFA22 -- ,�, 3.09 OIL OF WATER QUALITY SWALE 3.46 i 1 s� WFA21 WFA19 2.99 PROPOSED WATER QUAL/TY I l WFA18 SWALE DISCHARGE DEN REALTY . TRUST s� � ! _._. — .-_-- — _- .. N4'!y 7, \ 3.55 — 2.49 .1 NORMAN J. DUBS, WFA2-0 _ i PLAN BOOK 314, PLAN 66E \\�� ` ` `'WFA17 PLAN BOOK 96, PLAN 6 \ - _----=` � � 2.71 OF �'95� CO �I -- SS -�- �¢���y\ WFA16_ 3.02 3.13 — -{- ��� 8'� -- V!FA14- - WFA13 1 A _4. 1.5 _ WFAi S– 3.11— Al2 \ H/GHPO/NT WA TER ` / QUALITY S .WALE 1 1'' - - 2.81 �.� WFA11 1 3.30 1 . • '� f� WF 1 • '< 6 \ \ • , ''sem_ •• (14) PYRUS CALLERYANA BRADf-ORD;, - -}- EL L\N`• -a �_ EX/SNG T• ONC. SURFA E S&A / D do RES TOR D \ ` ` = � "` \ '•1 J" 3.5" CAL/PER, BfB, TYP. I '� \ PR \ / O 0!HPP E 489 WITH TOP OJR \ % CL/RB -�'�` \ \ \\ 3.08 \ 3.08 B/TU /NOU CON RE PA MEN 11O �'� S�E N N 8 62 (2-/ CH A RA DF TH) \ \ \ I • \ PROP. 10x6 •' PROPOSED 7 \ \ \ 5'S P. BIT. CONC. �2�NlNG RF Z, TYP ) \ 10 RE/NF. CONC. LOADING O \ �y` N •• i 4UlR£ UN f 2,� ( DUMPS TER PAD DOCKS \ CURB'�T ) ,£N \ LOT AREA syF \ 1.8E ACRES SS \ � \\. t •�• 1 SS \ ASSESSORS a `�Z° \ �� \ v3vF5Aa 0 0 > _ ;F �, , . \ , \ PROPOSED �� 3.19 1 '' •_.. LOADING DOCKS �� i \\\ \ A7 '�. •- I 3.05 t 18, (TYP•) —� PROP. TANDEM \ / 24' (TYP.) \ 15OW FLOOD \ \ -�\ \\ WFA6 / ' •\ \ -- - - LIGHTS (TYP.) T 613 18 (SEE i`!O TE \ \ \. \\ PROPOSED WATER QUAL/TY •� PROPOSED 9400E SF ADDITIONSH T 2) \ \ \ 2 89 SWALE DISCHARGE �o (2 FLOORS) o ss 4l i \\ I PROP. B/T. CONC. CCSB (TYP.) - 1 O . + H.P H.P. H.P. � I i \ l\ \\ O `\i ,\ 3.13OP A4 7 1. RF NT / £FACILITY LOADINGG (TBR) \ \ \\ 2.79 R°'y ARFq / r� , ,i, (DE�£W PA PE2ENT \ ` \ WF;a 3 H{yJ 4 J S TORY ALU,V/ ✓J1 ` SHT ) .._ 3.20 ': •\ '1 ,,, 3.31 \ -, (1) PYRUS CALLERYANA BRADFORD' Al I i'-1 ;H&NF \ srS F MIXED ANNUAL/PERENN/AL `-` " " ` \ � PLANTING (TYP) 3 -3.5 CAL/PER, B+B, TYP. TING ,` \ \' - -,\ EXISIS/A14/FSc \ \j j CONNEC TIO,v - i • •••'•.•e • • • • • •�• a� / ''••• ' J _ __r.� — ` fav \ '^t .ci ` i'"7 ,i ;' �� ♦� y • • • • •.•• — — — _ — 4 �`T • TBM - - — \ ;SIS,l;lG "� \ 1 Jr' /L T Ar Ll✓G S C G P. APING U /L/ ,.a PL/P•G / _ # - `�? 1 `'.P. ;��;GN \5 r+ !i; �S,APLPIG I S,4PL P/G S t \ io oDEly 4 Y�I�IIf✓G (7Z?R) rBR) D ilERHANG FLING IPERUS HORIZONTALIS WL TONI' �'�_ �'"I(3NT (s) JUNIS ��nL roNr' (PueL/c - so' WIDE) AVENUE " L. JUN/PERUS HORIZONTAL PROP. GAS E A��B y KEyspAN) MAIN SON ' 15 -18 2 GA (12) IN JEFFER JEFFER t 15=18'w 2 GAL. f PLA ff Ili i I , I N ,,qq ww�� PLAN SCALE: 1 " = 20' I 0 20 40 FO i +trylNV:'tw!w DES/GN. JDP • 1. HANCOCK PLAN77NG SHEET n DRAW. JVP Landscape Architecture HS4 FXE'.• 08472018.dwg FL A A/ 1 of 1 o~aI HSA Dili: 08472018LA018 f z4 0 A DIVISION OF HANCOCK SURVEY ASSOCIATES, INC. 7+1 . ' 235 NEWBURY STREET, DANVERS, MA. 01923 CHECKED.• CSD 65 JEFFERSON A VENUE JOB C •Q `� VOICE (978) 777-3050. FAX (978) 774-7816 1 -VP CSD 12/04/02 REV-90N 1 GENERAL www.HANCOCKASSocIATES.COM SCALE,As SHOWN SALEM, MA SS. NO. Civil Engineers, Land Surveyors, B,C�72 Bi 9 PREPARED FOR JEFFERY BROTHERS NO. BY APP. DATE REVIS/ON DESCRIP110N Environmental Consultants Landscape Architects / / k j DA TE: 10 23 02 ` I iI II