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FAFARD INDUSTRIAL CONDOS - ZONING a �cvd - Th &ts- io,, Covidos slstD ws Pt i :.r t IJ RESPONSES TO PLANNED UNIT DEVELOPMENT SPECIAL PERMIT LEDGEMERE COUNTRY II PHASE III 10/30/87 W: 4 } Y ' 6 ri +�1 k 1 h t A" r. .r Y Planning Board deleted "no more than" on 2/21/86. ' j r}' nay.i G1{- }µ. A.1. The Fafard Companies will provide an easement and sub-base for the widening of Swampscott Road along the southerly side of its property, based on the Fay, Spofford & Thorndike Traffic Study of 4/16/87 and engineering and design plans to be prepared under the auspices of The Fafard Companies. 2. We will design and reconstruct the Swampscott/Highland Avenue intersection, based on the 4/16/87 Fay, Spofford & Thorndike traffic study. Final design and construction will require City and Mass. DPW approvals and may involve City redesign and reconstruction of Highland Avenue/Marlborough Road/Traderts Way intersection, according to Fay, Spofford & Thorndike study. B.l. Phase III site plan delivered to the City Clerk and the Planning Department on November 5, 1987 with Special Permit fee check. i 5 l.a. Each unit has two parking spaces. b. See site plan -- traffic circulation is adequate. c. See site plan -- access is adequate. j e d. See site plan (sheets 7 & 8) -- building area lighting is adequate. e. See site plan (sheets 7 & 8) , landscaping budget for Phase -III is -- - $336,000, approximately $3,231 per unit. r. f. Follows procedures established under Phase I review (see attached 3/17/86 letter) . k g. See site plan (sheets 7 & 8) for locations. 4 h. See site plan (sheets 3 & 4) and site drainage study. _ _ f i. See site plan (sheets 5 & 6) . j . 9000' of sidewalk provided along both sides of Whalers--Lane. k. See site plan. a 1. Building styles are the same as those being constructed in -,'base II. 1 Additional paths are shown on sheet 10. 2, 3&4. Phase III will have 104 units in 16 four-unit buildings and 5 eight -unit buildings. f 3.a. Separation between Phase III and Phases I, II and IV is by roads (Patriot Lane, Whalers Lane) , natural vegetated areas (wetlands and open space east of buildings 134-138) ; and thick plantings of pine and other trees and shrubs as per plan (sheets 7 & 8) . 4. See J7 waiver request. i 3. p V R1 f I lf�� 5.a. The 9000' of Whalers Lane sidewalks provide the equivalent of a passive fir: recreation trail. Additional paths are shown on sheet 10. ". 6. Agree. - ` I Y 7. For Phase II see new "Typical Cross-Section: Whalers-.Lane to Swampscott Road, Ledgemere Country II, Phase II, dated 10/30/87. xt _ 4? �P a 8.a. See landsca in p' gplan (sheets 7 & 8), which follows Phases I and II . landscaping requirements. 8.b. Maintenance will be the responsibility of a private management company hired by the Homeowner's Association. Shy` 8.c. Landscaping budget is expected to be based on the Phase I per unit budget of $16,00n "Phase III Budget = $336,000 . . Phase II Budget = $512,000 Phase I Budget = $688,000 . Total Budget = $1,536,000 9. Sloped granite curbing is shown in bold lines on sheets 1 and 2, based on Phase I requirements. E r ' r �yfr 1 ƒ C ' y ^ same ^/i earth-tone \////e}� / are /o/~ cedar,red desert sand) and natural redwodd. f f 9 . % a. Phase s! as incorporate the. ae az ands&x designs as #,oda y for Phase s. \ s. Not applicable to Phase o= \ , \ f f \ 2. With incorporation e > eigh t-p lex buildings, the proposed open mare ¢ area in Phases a! add a can be enlarged. . / \ y \ ^ &. a« rejected �Ewe a . £2# at_ 669 Phase lreview. . ƒ (File 64-92) . PhaseIIIcontains e,a area of which tyacres camp acspace; 7.0+ aces (gt yc two contiguous o—pe: #se \ areas. s et g. y . ƒ \ 2 { c c To be 6e as part of Site Plan-Review. \ __ Done on Gas \ C. 3. »e on plans. \ C.4. eesheets a and 6fo r location of cross-country sewer\�a \ . � � . � . � � . � �{ f/ � � D.I. Plan notes that all units are less than 500 feet from a fire hydrant (sheets 5 & 6) . 7 hydrants service Phase III. D.2. Phase III metering follows the Phase I system of one exterior remote meter per building, except for master meter pits used where water " lines are not looped (sheets 5 & 6) . E.l. Approved under Phase I review. See also attached Phase III drainage calculations. w E.2. Approved under Phase I review. 3. E.3. See plan sheets 3 & 4. E.4. During Phase I review, Salem engineering requested details to be included on "as-built" plans (2/19/86), which we agreed to do. E.S. As with Phase I, all such capacity will be 'fully utilized within the parameters set by the DEQE Order of Conditions 1164-92. t 3 r k 1L<�' ryj�lj�?' nf+ i Fire R . PROFILE LOCATION AREA TIME OF FLOY DESIGN TO IN u u u n OTHER INV IMJ. T INC. TOTAL °C° INLET PIPE I Q DIAM. SLOPE Q V LEN FFT LOS UPPER LOWE -STREET- 0 ACRES ACRES MIN. MIN. CFS IN FT.-FT. 0 CFS FPS FT. FT. END END "�. O 2.z1 IZ , D13 , 015 g •c iq5S('5 L� '7,0 ?.5 15" ,01 .ops .., a.S Ibb Ill•S _:,q A�Z �(, �.o• :, ,,, 19° :11 .015 qa z I`5 1 ,6 114.75 dl 3,3 o cc, 7. 0 IA' a15 Z;. Z I60 i V� I I2,!e5 illl.2� I R-5 Z,4rf , OI '015 c - I I I. 7.0 J L [414 IIo. 10,1 1 ? 92 -1.o3 L5 .0 7.0 2•0 1Z" of '+ s],'L A• lot Z - _ IF.bS 29 ;0106 .n15 ZO.7 7'3 1b5 1 .751 ' I� - I a -8 e" 'i �i5 Rz 1,S q (o .p '(.'� 12' , 01 . 015 g•o /I. 2 10? I. o 19.5- 25 1 '.` I� = W. — - — -- �•"% IQn '®g .015 uo.� la.S 115 10-0 to%-o� �ya.: t.; 5�0 12 ,OZB •015 S.p '',.y IZ O 1 - '�i•L ,a Z 70 A -IO 'Y+J „et '3S .35 V7 L(a 5/ O (.S'1 IZ•' 01 5 3.43 li rn^ 015 3, q 4 Zb 210 5'I �q. 4 n - . � 5 o q z" n1 o, S g.� q ,4 9� 90 n• y ` 4- m ? P. i F.1. Agree. F.2. Agree. F.3. Agree. F.4. Agree. F.5. Agree. G.l. Phase III planning and design are following Phase I approvals re: signage, names of drives, unit numbers, based on the Information Sign Plan (rev. 1/28/87). G.2. The Fire Department will set the number and location of fire alarm boxes as part of its review of Phase III plans. The locations will appear on revised plans prior to Planning Board approval. G.3. Done. G.4. Done. G.5. The Fire Department and Department of Public Services will comment on this during its Phase III plan review. G.6. A revised Information Sign Plan was submitted on January 28, 1987 and is being followed. Unit numbering is set by the City Assessor once each Phase's plans are ready for Planning Board approval. Sheet 1OX is revised accordingly as each phase is approved. r 1^ r.d H. 1. The Planning Board waived this condition 3/27/86. H.2. Northeast Exterminators of Essex; MA continues as our pest control kh monitoring and management consultants. W ju H.3. We are following the City Health Department's Phase I requirements for all four Phases (see my attached letter to Robert Blenkhorn, w dated 3/17/86). ' K �q r 1 I.1. Agree. I. 2. Agree. I. 3. Agree. �S 4 v J.1. Agree. ;r J. 2. Agree. J.3. Both ends of Whalers Lane within Phase I have been constructed with a binder course. Top coat for the Phase I portior,,and construction of the remainder of Whalers Lane must await completion of Phase II, III and IV to avoid tearing up the road for installation of underground services in each Phase. We also want to avoid adverse impacts caused by heavy construction machinery travelling only along the westerly half of Whalers Lane, as agreed upon between The Fafard Companies and the Planning Board. r yyFi,; r0 Ir !i 1� I � 5, Phe maintenance and clenning of catchbasins associated with private ways will. be the responsibility of the Condominium Association. It will. hire maintenance firm to keep np allthe common areas, including the c:itcli— a basins. Th:, iafard Companies will be responsible for the Whaler 's I,:mo catchbasins until the road is ,accented as a city street. 6. Northeast ?::terminators of Esse:;, 'r!1 is handling our pest control program for our Salem sites. Russell Henderson is revising and e-xpanding his current proposal based on our site visit today. ''his will be forwarded to you by *larch 26. m You already have the February 28, 1986 Animal Rescue League of Boston wildlife report . 7 . We submit the following trash storage and disposal plan with the following + conditions: A. The private homeowners, through their Condominium Association, will pav_ ' for the collection and disposal. . of their trash by a private contractor. B. it is in these homeowners' self-interest to ensure timely, sanitary, and adequate trash removal from their dwellings at a pre-scheduled time. C. it is expected that less trash per unit will be generated by these two- r, k bedroom residences than by typical single family residences. D. The containers or bundles of household trash and garden and lawn waste " will be placed at the outer edge of the sidewalk appurtenant to the premises of the owner no earlier than 6:00 p.m. the day preceding ig collection and no later than 7 :00 a .m. the day of collection and will be removed from the residential development of the designated day of collection. The Condominium Association and its private trash removal contractor will be responsible for the proper removal and disposal of said trash to an approved off-site location. E. Should conditions warrant, the Condominium Association would increase the number of pickups per week. Yours truly, _ C r 7 Ronald S. Killian Planning and Land Use Coordinator .k r' RSKIap cc: Salem Planning Board ra;; se 0 � \ \ ( � a% — \ at \ 3E — ( \ ) � \ � G . � ) \ � $ . ) \ ) � § at We respectfully request aWaiver a Conditions B.4 in order to construct ( 5e Enen buildings. This will ,emit e to increase ope: § mace acreage as the &ase! of .plea as as sae of our residential units % We also request a Waiveroc atss zit word r to _ems e ) disturbance of acompleted sea by heavy s tion machinery [ and installationof underground seraeso e approvals are sema & arm as a! as o. & § aE — \ . \ ƒ & k . y � ƒ � ^ r Appeal from this decision, if any, shall be made pursuant to the Massachusetts General Laws, and shall be filed within 20 days after the date of filing of this decision in the office of the City Clerk. Pursuant to Massachusetts General Laws,the Special Permit shall not take effect until a copy of the decision, bearing the certification of the City Clerk that 20 days have elapsed and no appeal has been filed, or that, if such appeal has been filed, that it has been dismissed or denied, is recorded in the Essex County Registry of Deeds and is indexed under the name of the owner of record or is recorded and noted on the owner's certificate of title. Walter B. Power, III Chairman r i i`; 4. A certificate of compliance or approval signed by a majority of the members of the Board shall constitute conclusive evidence of the completion of matters set forth therein if and when recorded with the Essex County Registry of Deeds. 5. The special permit granted hereunder shall lapse within two years if a substantial use thereof has not sooner commenced except for good cause, or if construction has not begun by such date except for good cause. If construction does not proceed in a consistent and timely manner as def.ned by the Planning Board, such Special Permit shall be revoked upon such c termination by the Planning Board. 6. If Fafard or its successors or assigns shall make any use of the Planned Unit Development other than as set forth herein, the Board, after notice to Fafard and the holding of a public hearing, may revoke this permit for all buildings for which a Certifcate of Occupancy has not been issued and all land within the Planned Unit Development which has not yet been built upon. 7. Upon request of Fafard, any provision of this Special Permit may be waived or amended by a majority vote without the need for further public hearing of the Planning Board. 8. This Special Permit shall expire seven years from date ne*ed herein with respect to those units for which building permits have not been issued. Time may be extended subject to approval of the Planning Board. THE FAFAR® COMPANIES °l7 Lnrt Sleet i ncc,c; Nd F;'.721 i Lc'! I nl r:i'n Cl iuc:n Linc 1.._. arch 17 , 1986 PIr. Robert E. Blenkhcrn, C.H.O . . Health Agent Salem Board of Health 9 North Street Salem, P1A 01970 RE: Ledgemere Country II,P.U.D. Phase i. Health Department Comments Dear Mr . Blenkhorn: The foll.owing responses are based on your letters of February 18, >lnr,h �: (a .k.a. February 6) , and Narch 13, 1986, my letter of !-larch 4 , 1986, and discussions we have had up to and including today. This letter meets all of vour Board' s require- nents, as we have discussed. 1. Approvals from the City Engineering Department and City Plumbing lnsaector will be obtained for all utility tie-in designs. 2. We will have the water services tested for pressure, and bacterial testing will be done through a certified laboratory as requested . Copies of the resulting reports will be forwarded to the Planning Dept. and Board of Health. 3. All building construction spoils are to be gathered in on-site dumpsters and hauled away to an authorized landfills, as has been done to date with our associated Salem projects. Suitable vegetative debris will be mixed in with loam, allowed to decompose on site for two years, and then screened for loam, which will be used in project landscaping. The composting pile(s) will be stored at a distance from the residential units to discourage residential dumping on these pile sites. Lime will be added to the compost piles to increase pH and help decrease the decomposition period . 'Che Condominium Association's property management company will maintain and conduct o surveillance program of these sites. A pest control program under a licensed firm will be instituted for these sites if necessary. 4 . Dust control and street cieaninl; will. be handled with the on-site 5000 gallon t.,ater t:+raker and with n sweeper that is contracted as needed . plan shall designate street names and unit numbers and their reasons for such. Unit numbers shall be clearly designated on each unit for ease in location by emergency vehicles. H. Health 1. All units shall be equipped with trash compactors. 2. A licensed pest control firm shall be employed to perform a site evaluation prior to commencement of construction. Any further necessaryrodent control procedures specified by the Board of Heaih shall be carried out by the developer. 3. All concerns relating to public helath shall L reviewed and approved by the Board of Health. I. Electrical 1. All electrical wiring shall be placed in rigid conduit unless otherwise permitted by the City Electrician. 2. Location and installation of street lighting shall be the responsilibility of the developer subject to approval of the City Electrician. 3. All electrical utilities within Whalers Lane shall be constructed as required by Massachusetts Electrical Standards specifications. J. General 1. Each phase of development will have a separate condominium association, or such other differentiation of governance as the Planning Board shall approve. 2. There shall be no further subdivision of the land except to permit the phasing of condominiums to be constructed on the land. 3. The subdivision roz� ;'shown as Whalers Lane shall be completed prior r , to the issuance of !' 'building permit for the 260th residential dwelling unit. F. Wetlands y1. Salt as a de-icing a1, tit is prohibited. 2. All proposed fill areas shall have sedimentation control barriers installed in areas within 50 feet of wetlands before any fill is placed. 3. Any inadvertent infringement on wetlands shall be compensated for in a manner as set forth in compensation procedures stated in DEQE Order of Condition 1f64-92. z 4. The DEQE Order of Conditions (1/64-92) shall be strictly adhered to. 7 5. Copies of all wetland replication plans submitted to DEQE shall, be y sent to the Planning Board and shall be reviewed and approved by the Conservation Commission. G. Emergency Access 1. Each unit within the Planned Unit Development shall have adequate means, as approved by the Planning Board, to facilitate the location of units quickly in an emergency situation. 2. Fire alarm cables and alarm boxes shall be installed in accordance �i with specifications of the Fire Chief and City Electrician. ' 3. Driveways to units less than 500' from Whalers Lane, along travelled roadways, shall be widened to 201. 4. Driveways to units greater than 500' from Whalers Lane along travelled roadways shall be widened to a minimum of 24'. 'r 5. Provisions shall be made for U-turns at dead-end drives. Such provisions shall be reviewed and approved by the Fire Department 1 and Department of Public Services. li 6. An informational signage plan shall be submitted to the City Planning Board prior to issuance of Certificates of Occupancy. Such ti D. water Services 1. Distance to fire hydrants from units shall be shown on the plan and shall Y comply with the Rules and Regulations of the Planning Board and Fire Department. 2. Method of metering water connections and water hook-ups to individual units shall be approved by Engineering Department. E. Site Drainage 1. The updated drainage study currently being prepared by the developer shall be reviewed and approved by the City Planner and Director of.Public Services prior to commencement of re-grading and construction. 2. Discharge at the low point of catchment S-4 at the intersection of Swampscott Road and First Street, in the southwest corner of the first PUD approval, will not be increased beyond its present level of 110 cu. ft. per second. Such increases shall be minimized through construction of detention areas as recommended by drainage studies performed by HMM Associates and the updated drainage study now being completed. 3. Details of erosion control measures at drainage outlets in each phase shall be reviewed and approved by the City Planner and Director of Public Services prior to issuance of building permits for that phase. 4. Outlets for discharges from buildings nderdrains shall be shown on plans. Both outlets and drainage structures shall be approved by the Planning Department and Engneering Department. 5. Natural storage capacity of existing wetlands shall be fully maximized . The Director of Public Services and the City Planner shall confirm that such natural capacity has been maximized through analysis of the updated drainage study. 10. Building colors shall be reviewed and approved by the Planning Board. The Planning Board will require earth tone colors or colors which are compatible with the surrounding environment. 11. Exterior building designs shall be reviewed and approved by the Planning Board. Such approval shall require that each design be of a residential nature, and include the use of clapboard, shingles, texture 111, or other wood products. 1'2. There shall be no curb cuts along First Street. In addition, any residential units located along First Street shall be adequately set back and a dense tree screen shall be placed to visually screen units from First Street. Such screening shall be reviewed and approved by --the Planning Board in the same fashion that all other landscaping and screening shall be so reviewed and approved. 13. Each site plan shall provide for a common area for each phase of the development of a size and location which the Board determines is necessary or appropriate to provide for recreational use by the dwellings in such phases. 14.The Developer and the City shall pursue the possibility of creating water or ponding on the site. C. Waste Water Services 1. Adequacy of wastewater pipes shall be approved by the Engineering Department. 2. A minimum of 10' horizontal separation shall be maintenaned between water snd sewer pipes. 3. Minimum cover, slopes, and vertical separation distances shall be maintained. > I 4. Easements for access to cross-col ;try sewer lines shall be provided and approved by the Director of % blic Services and City Planner. r 5. A plan for a passive recreation trail linked with the ancient trail referenced in the Environmental Impact Report prepared by HMM Associates shall be submitted to the Planning Department for review and approval prior to approval of any site plan and provided that each site plan shall provide for such passive recreation trail. 6. Foundations and utilities shall be constructed and inspected prior to issuance of a building permit. 7. A plan entitled "Typical Plateau Grading", dated January 3, 1986, as previously presented to the Planning Board, shall be reviewed and approved by the City Planner and Planning Board, and amendents shall be required as necessary, and all grading shall be constructed according to such plan as amended. 8. All landscaping and screening within the development shall be subject to the review and approval of the Planning Board. a. Mature trees shall be a minimum caliper established by the Planning Board. Shrub diameters shall also be a minimum established by the Planning Board b. Maintenance of vegetation shall be the responsibility of the developer or his successors in interest. C. Following the definition of an adequate per dwelling unit landscaping budget as determined by the City Planner, the developer shall comply with such budget. 9. Sloped granite curbing shall be installed as required through the Site Plan Review Process. Final approval of location and type of curbing shall be made by the Planning Board. a. Parking and loading facilities b. Traffic circulation C. Adequacy of access d. Lighting _ e. . Landscaping and screening f. Waste disposal g. Snow removal h. Drainage i. Utilities j. Pedestrian circulation k. Protection and enhancement of natural features J. Architecture The Planning Board reserves the right to further waive the requirements of this Permit under the Site Plan Review process. 2. No site plan showing less than 80 condominium dwelling units shall be submitted to or approved by the Board except for the final site plan to be submitted for the construction of all remaining units permitted hereunder. 3. The site plans submitted to the Board shall provide for the development of the Planned Unit Development in phases of no more than 130 dwelling units. 3a. Each site plan and phase shall provide for an adequate physical separation from each other phase, with such mechanism of separation to be reviewed and approved by the Planning Board. 4.There shall be no eight unit buildings within the Planned Unit Development unless sp -if ically permitted by the Planning Board. No structures shall contal�, snore than four (4) dwelling units, unless specifically permitted 6 the Planning Board. II. The Special Permit and the exercise of the rights granted hereunder shall be subject to the following conditions: A. Traffic 1. Following the comprehensive traffic study to be undertaken by the City to determine the traffic needs of Swampscott Road, an easement, to be defined by the Planning Board, shall beg ranted for the widening of Swampsscott Road along the southerly side of the developer's property to allow for an increase in roadway capacity. Such easement shall be provided by the developer in a form satisfactory to the City Planner and the City Solicitor. In addition, the developer shall bring to grade the area of said easement to permit the widening, and shall construct an adequate sub-base. 2. The developer shall work cooperatively with the City in planning appropriate improvements for the intersection of Swampscott Road and Highland Avenue and the developer shall contribute toward such improvements, as mutually agreed to by the Board and developer prior to approval of the second phase of the development. B. Visual Impacts/Site Design 1. No building permit shall be issued for any dwelling unit or other structure in the Planned Unit Development unless and until a Site Plan including such dwelling unit or other structure shall have been submitted to and approved by the Planning Board pursuant to the provisions of Section VII-R of the Zoning Ordinance and the Planning Board Rules and Regulations l I and subject to the further review criteria set forth herein: I'' A. The Planned Unit Development has been designed with various types of land uses which can be combined in a compatible relationship with each other as a totally planned development. B. The design of the Planned Unit Development is compatible with the existing or potential development of the surrounding neighborhoods. C. A plan for the total property has been submitted to the Board which clearly details the manner in which the subject area is to be developed and the means that will be employed to protect the abutting property and the health, safety, welfare and privacy enjoyed thereon in accordance with the requirements of Section VII-O 3.b of the Ordinance. D. Section VII-O 3.d of the Ordinance does not apply to the Planned Unit Development as it is not located adjacent to or across the street from existing residential developments. E. The Planned Unit Development is in harmony with the purpose and intent of the Ordinance and the Master Plan of the City of Salem and will promote the purposes of Section VII-O of the Ordinance as set forth in Subsection 2 thereof. F. The Planned Unit Development will not result in a net negative c, environmental impact. H. The parcel containing the Planned Unit Development contains more than sixty thousand (60,000) square feet. Walter Power 111, Abby Burns, Robert Guethlen, Edward Stevenson, John Ahern, Kenneth May and Normand Houle. Reports on the Application were received from the following Boards and Officers on the dates set forth below: 1. Inspector of Buildings - Commented orally with no written report 2. City Engineer - Commented orally with no written report 3. Board of Health - May 15, 1985 4. Conservation.Commission - Order of Conditions, DEQE file 64-92 - January 12, 1984 The Boa d has made a thorough study of and has given full consideration to, all documents, plans and other materials submitted by Fafard; the reports, written or otherwise, of the Inspector Buildings; the City Engineer; the Board of Health and the Conservation Commission and all statements made and other materials submitted at the Public Hearing and at other public meetings of the Board at which the Application was discussed. The Board is satisfied that such data is sufficient to meet the requirements of Section VII-O of the Ordinance. Accordingly, the Board has unanimously voted to grant a Special Permit for a Planneu`Unit Development for construction and use of no more than 520 residential condominium units pursuant to Fafard's Application upon and in accordance with the provisions, conditions and procedures set forth below: I. Based upon the written materials submitted to the Board as well as oral communications received at the Public Hearing and other public meetings of the Board, the Board makes the following findings: 11 ; I CITY OF SALEM PLANNING BOARD IN RE: APPLICATION OF THE FAFARD COMPANIES FOR A SPECIAL PERMIT UNDER SECTION VII-O OF THE ZONING ORDINANCE OF THE CITY OF SALEM DECISION This decision is rendered upon an application for a special permit fora planned unit development pursuant to Section VII-O of the Zoning Ordinance of the City of Salem (the "Ordinance"). The application was submitted on April 23, 1985, by The Fafard Companies, which in dude Howard A. Fafard, Ledgemere Condominium Corporation, and Ledgemere Land Corporal ion,(collectively, "Fafard") together with a site plan entitled "Ledgemere Country II-Planned Unit Development", by William McDonough, P.E., February 1, 1985, Revised 6-24-85, 7- 18-85, 10-1-85, December, 1985 and an Environmental Impact Statement as required by Section VII-O 4 of Ordinance. The Board, within seven days after receipt of the application transmitted a copy of the application and the plan to the Inspector of Buildings, the City Engineer, the Board of Health and the Conservation Commission. Notice of the filing'of the application was also given to the City Clerk, Fire Department, Police Department, Superintendent of Streets and the School,,Department. Notice of Public Hearing by the Board on-this application was duly published in the Salem News on May 1, 1985 and May 8, 1985 and duly mailed to all persons entitled thereto by law. A public hearing on the application was held in accordance with such notice at 7:30 p.m. on May 16, 1985, in the second floor hearing room at One Salem Green in Salem. The following members of the Board were present at the hearing: r Y,=F Uod'i.-V it it{ C7'^ , m7-�iF ' a �'° FEB 13 3 7 IM 'BG �,. : : February 7, 1986 FILE• i CITY : 'V . Certification of Action 7 at ,I ; ` Ms. Josephine Fusco City Clerk, City of Salem Salem, MA 01970 $ti Re: Planned Unit Development Special Permit - The Fafard Companies - 69 .lrc acres located roughly between First Street, Whalers Lane, and Swampscott Road. ,,. `." Dear Ms. Fusco: 'i •x � I hereby certify that, pursuant to Section VII-0 of the Salem Zoning Ordinance, the Planning Board of the City of Salem took the following action on the above-referenced application: i x' 1,, i > By unanimous vote, the Board voted to approve the application for a Special Permit under the provisions of the Salem Zoning Ordinance, with attending conditions. Notice of the Board's action and the reasons supporting it are t^ fully described in the attached decision, a copy of which was sent today i to the Applicant by registered mail at the address stated on the application. uoWalter B. Power , III {? �:: Chairman, Salem Planning Board 4k• "v BN/Fusco rz i '1 f'ge ------ �+'+`�•w•` Qlitu 11{ �`�3FIlE12i� C 2IS5cIth1[SEttS ����^'•,,°` AP4 1 1°p9 (If1iu �ttlem (.5recii Ij7 qe $ Q,(JJMAR 7 ? 19V ST FOR REVIEW COMMENTS CITY OF SALEM �._(') SPECIAL PERMIT HEA[,TH DEPT n DATE: �CLt l�l_�� 7 6 7 TO: ( ) BUILDING INSPECTOR ( ) CONSERVATION COMMISSION ( ) CITY ENGINEER ( ) Other: (v! BOARD OF HEALTH Attached please find the application referenced below. The Planning Board re- quests that you review this application relative to Section VII of of the . Zoning Ordinance. We would appreciate vour completing the form below and returning it to us. Notice of the public hearigcr.for this application will be forwarded to you. WETLANDS AND FLOOD HAZARD DISTRICTS (< ITE PLAN REVIEW _ ( ) CLUSTER DEVELOPMENT. ( W BUSINESS PARK DEVELOPMENT DISTRICT ( ) PLANNED UNIT DEVELOPMENT APPLICANT: 1 )5P"1 [ =oal 7llf r-- PROJECT NAME a ADDRESS= //i/C7Y%rl� I'►(t71//�� �+ CONTACT PERSONS,/AND NEs cam- / Applicant: 1 lmld J /7E!!G CITY: COMMENTS DUE BY: /fir% /Z/ Q (Failure to co ent within 35 days shall be deemd lack of opposition.) '0) Concur with proposal (Explain on reverse side) Need more information (Explain on reverse side) ( ) Cannot concur with proposal (Explain on reverse side) ( ) ' Comments included SRO /I // C.H.O. HEALTH AGENT APRIL 12, 1989 REVIEWER'S SIGNATURE TITLE DATE April 12, 1989 Beth Debski Planning Department At the Board of Health meeting held on April 11 , 1989, a motion was made and passed to conditionally approve the Special Permit request for Industrial Condos at the Salem Business Park, Swampscott Road, Salem, MA 01970, subject to the following: 1) The design proposal concurs with the City Engineering Department an - -� City Plumbing Inspector for utility tie-ins for drinking water, sanitary waste (sewage) ,gas lines, and/or any other utility service. 2) Employ an acceptable method of cleaning and maintaining the catch basins. 3) Prior to water service (drinking water) being put into service, it be tested for pressure and bacteria and the results be sent to the Health and Planning Departments. 4) Employ an acceptable method for removal of all construction debris and vegetation waste from site as often as necessary during construction. S) Employ an acceptable method or means for the holding and disposal of trash/rubbish after site development. The Board recommends inside trash compaction and outside removal of trash in self contained sealed contain- ers. Submit a copy of this method, in writing, to the Health and Plann- ing Departments. 6) Prior to site start-up and during site construction, employ a licensed pest control firm for site evaluation and service. Submit a copy of the service invoice to the Health and Planning Departments. 7) Employ an acceptable method for dust and street cleaning control during site construction. If you have any questions, please contact this office at 741-1800. Very truly yours, FOR THE BOARD OF HEALTH - ;r t .. Robert E. Blenkhorn, C.H.O. Health Agent REB/b cc: Fafard Companies THE FAFARD COMPANIES 290 Spot Street/Asniand.MA 01721 SOS-661-1600 Fe.1508-875-6610 H.A. Fafard 6 Sons Construction, Inc. Letlo_errere Land Corporation Faferd Real Estate Interiors Town Line Associates. Inc. April 17, 1989 Mr. George Whittie, Director Department of Public Services One Salem Green Salem, MA 01970 Re: Industrial Condominium Building, Swampscott Road, Salem Sewer Connection Permit Dear Mr. Whittie: Enclosed please find three (3) copies of the Industrial Building sewer connection permit and accompanying revised Site Plan dated April 1989 , along with a $100.00 permit fee check. I would appreciate your prompt review and approval of this application, and then your forwarding a copy of this letter along with the applications and check as per DWPC instructions . The Design Flow (1-7) was calculated as follows : 50,000 SF industrial space @ 15 GPD/employee = 1710 GPD Thank you for your cooperation. Yours truly. Ronald S. Killian Planning and Land Use Coordinator RSR/mbt Enclosures CC; Beth Debski , Salem Planning Department John Serafini , Esq. s coworc °' .. `�� Chi of ��tlEzu, �4Rassarhusrjtn 2 a �,�Ittnnlztg �nttr� YT (0m Mem Green REQUEST FOR REVIEW COMMENTS SPECIAL PERMIT DATE: p/&ZA / ,R-9 / TO: ( ) BUILDING INSPECTOR (/CONSERVATION COMMISSION ( ) CITY ENGINEER ( ) Other: ( ) BOARD OF HEALTH Attached please find the application referenced below. The Planning Board re- quests that you review this application relative to Section VII of of the Zoning Ordinance. We would appreciate vour completing the form below and returning it to us. Notice of the public hearing for this application will be forwarded to you. (✓) WETLANDS AND FLOOD HAZARD DISTRICTS ( 4/ ITE PLAN REVIEW ( ) CLUSTER DEVELOPMENT ( �USINESS PARK DEVELOPMENT DISTRICT ( ) PLANNED LUNIT DEVELOPMENT APPLICANT: PROJECT NAME & ADDRESS: j�24E S1210 /271ESS &1k- S(.GAPSCO&-e0ad CONTACT PERSONS AND PHONE: Applicant: z , bl /^/ SP(,Z/"h"j�G' CITY: 4Vp. -1&00 COMMENTS DUE BY: 4QLIl /Z , /999 (Failure to comfnent within 35 days shall be deemd lack of opposition.) ( ) Concur with proposal (Explain on reverse side) g,, Need more information (Explain on reverse side) ( ) Cannot concur with proposal (Explain on reverse side) Comments included //34-� REVIEWER`S SIGNATURE TITLE DATE �� �� � �� C � � - v xORDIA,� 111 t yt of =Jaleru, Aussa -husieA.I . ��gIMkTYTUTI� �fIItIz�t �J°tow xe,Dom" II ne , tWrm Gran REQUEST FOR REVIEW COMMENTS p SPECIAL PERMIT ' DATE: /fZGue.�.aaZ / TO: (-') BUILDING INSPECTOR ( ) CONSERVATION COMMISSION ( ) CITY ENGINEER ( ) Other: ( ) BOARD OF HEALTH Attached please find the application referenced below. The Planning Board re- quests that you review this application relative to Section VIZ of of the Zoning Ordinance. We would appreciate vour completing the form below and returning it to us. Notice of the public hearing for this application will be forwarded to you. (�WETLANDS AND FLOOD HAZARD DISTRICTS ('� ITE PLAN REVIEW ( ) CLUSTER DEVELOPMENT ( BUSINESS PARK DEVELOPMENT DISTRICT ( ) PLANNED UUNNIL/T�' DEVELOPMENT APPLICANT: PROJECT NAME & ADDRESS: CONTACT PERSONS AND PHONE: Applicant: _�p /(L Sleaheo-G CITY: COMMENTS DUE BY: ABY/o/ 17" /9,92 9 (Failure to corn&ent within 35 days shall be deemd lack of opposition. ) �) Concur with proposal (Explain on reverse side) /( ) Need more information (Explain on reverse side) ( ) cannot concur with proposal (Explain on reverse side) ( ). Comments included s 90(w/ REVIEWER`S SIGNATURE TITLE DATE gal 'CONOY QTi#11 Ltf �ETII, FISSc�rhue# s a �,�Itt�ululg '�nttr3 One �&ttlem Green 1AAR 2 2 1989 REQUEST FOR REVIEW COMMENTS SPECIAL PERMIT CITY OF 8ALEVr, /j/J HEALTH DEPT•' DATE: TO: ( ) BUILDING INSPECTOR ( ) CONSERVATION COMMISSION ( ) CITY ENGINEER ( ) Other: (� BOAPD OF HEALTH Attached please find the application referenced below. The Planning Board re- quests that you review this application relative to Section VII of of the Zoning Ordinance. We would appreciate -vour completinq the form below and returning it to us. Notice of the public hearing for this application will be forwarded to you. f- ` 1 (✓) WETLANDS AND FLOOD HAZARD DISTRICTS ( _ ITE PLAN REVIEW ( ) CLUSTER DEVELOPMENT ( BUSINESS PARK DEVELOPMENT DISTRICT ( ) PLANNED LUNIT DEVELOPMENT APPLICANT: PROJECT NAME & ADDRESS: / ,✓r(1A/�/Y/Q,(. �%h(/( Q � ,-,/ �S%tn� CONTACT PERSONS AND PHONE: Applicant: /0n /[[�./ Eea heLQ CITY: COMMENTS DUE BY: 42,n/ /Z , /9,99 (Failure to corrdnent within 35 days shall be deemd lack of opposition. ) ( ) Concur with proposal (Explain on reverse side) Need more information (Explain on reverse side) ( ) Cannot concur with proposal (Explain on reverse side) ( ) Comments included VULC.H.O. , HEALTH AGENT MARCH 23, 1989 REVIEWER'S SIGNATURE TITLE DATE March 23, 1989 1 '.w` Beth` Debski Planning Department Dear Beth:' The Special Permit request for Industrial Condos will be discussed at the next Board of Health meeting to be held Tuesday, April 11 , 1989 at the Bowditch House, 9 North Street, 2nd floor at 8:00 P.M. The Boards comments will be forthcoming after the meeting. If you have any questions, please contact this office at 741-1800. Very truly yours, FOR THE BOARD OF HEALTH Robert E. Blenkhorn, C.H.O. Health Agent REB/b cc: The Fafard Co. , 290 Eliot Street, Ashland, MA 01721 THE FAFARO COMPANIES 290 Eliot Street/AsNand.MA 01721 ' 509-SSt-1800 Fex Y 5bB 975@810 H.A. Feferd 6 Sons Construction,Inc. �Ledgemere Land Corporation ✓ B A Fefertl Rest Estate 1Interiors ` 7 'Town Line Associates.Inc. April 19, 1989 Mr. Robert E. Blenkhorn, C.H.O. Salem Health Department 9 North Street Salem, MA 01970 Re: Salem Business Park - Industrial Condominium Building Dear Mr. Blenkhorn: At the Board of Health's April 11 , 1989 meeting, the Board requested that the trash removal details be revised. Two alternatives were presented: first, to substitute exterior dumpsters with interior trash compactors; and second, to relocate and screen the dumpsters next to the rear of the building. Trash compactors may not be desired or necessary by future tenants of this building; consequently we could lose prospective companies if they are required to pay for this additional expense. We have adopted, however, the Board' s second alternative by moving the dumpster pads next to the rear of the building between the two truck docks (see enclosed revised plan dated 4/13/89) . The pads will be screened with a combination of fence and plantings. Russell Henderson of Northeast Exterminators said he dropped off his latest report the day of the 4/11 meeting. My 4/4/89 letter otherwise should cover the remaining conditions in your 4/12/89 letter. If you have any further questions or comments , please call me directly. Sincerely, _ X�� Ronald Killian Planning and Land Use Coordinator RK/mbt - Enclosure cc: Beth. Debski , Salem Planning Department 6GARfi CITY HALL PAGE SALEM, MA 04970 ti -I)ATE . 03/23/89 CERTIFIED ABUTTERS LIST SUBjECii;W(.)PFRTY. NAP: , 07 LOT. 0063 SU F. 2 2 3 PROPERTY ADDRESS: 0058 SWAhPSCOT-T ROAD "D oi r -,AR.u, wowAw A A�43c-sm atqu-i2. =,AF 4 5 7 6 MAP 60T SUFF PROPERTY_APDRESS ASSESSED OWNER MAIIING ADDRESS 7 0 8 06 0007 00 1 00 C-LARK AV 1,ENUE SULLA S I PETER/DRISC(.)L.L -BARBARA P" O BOX 850 loo 9 ('10 DRtSC01 I NP"Tl R I YNNFIFL D PJA 01940 12 10 06 0011 0000 CLARK AVENUE SALEM CONSERVATION COMM 13 011 SALEM CITY OF �5 o 12 3 041 -0012 0000 Pf)BThjSQN ROAD 1 YNN 2AND 9, -r,T(-)NF COMPANY DANVERS ROAD 16 17 14 3WANPSCOTT MA 0-1907 18 15 0 0 06 0013 201 0015 ROBINSON ROAD MOUNTAIWREALTY TRUST P 0 Box 403 19 HUT*C:HTWRCW t;HTRI rV A rR SALEM MA Q-1970 1621 17 07 0001 0044 CLARK STREET SALEM CITY OF 22 0 0 23 ]a n*7 000-,-, n 0 4 171 CLARK STREET QRISCO LL BARBARA P 0 BOX 85024 19 SULLAS PETER LYNNFIELD MA 01940 25 ZD 1 26 0 0 07 0038 0045 CLARK STREET CONN ICK EDiJARl.) J 7 LADD HILL ROAD 27 21 28 LYNN MA 01904 22 07 0039 0047 CLARK STREET CONNICK EDWARD J 7 LADD HILL ROAD 29 300 023 LYNN MA 019(34 31 24 Q7 0043 0055 SWAMPSCOTT ROAD HIGHLAND REALTY TRUST99 GALE ROAD 32 95 CIO FREEDMAN MYRON SWAMPSCOTT PIA 01907 33 026 07 0051 0018 CEDAR ROAD INGEMI JOHN f-I 381 HIGHLAND AVE 134 0 35 27 -1970 INGEM.T. STEPHEN S SALEM MA 0 36 28 07 0052 0016 CEDAR ROAD INGEMI JOHN M 381 HIGHLAND AVENUE 37 . 21 INGENT STEPHEN S SALEM MA 0.1970 38 39 0 30 07 00600014 BARNES ROAD BARNES ROAD TRUST THE 393 HIGHLAND AVENUE 40 31 TNGEMI JOHN M ET ALI TRS SALEM MA 0-1970 41 32 42 o 0 07 0061 0100 SWAMPSCOTT ROAD 114 NORTH SHORE TENNIS & P 0 BOX 667 43 33 SQUASH CLUB INC SALEM PIA 019*70 44 34 07 0062 0098 SWAMPSCOTT ROAD NORTH SHORE TENNIS & P 0 BOX 667 45 35 46 0 SCK CLUB INC SALEM NIA 01970 47 0 1 36 07 0064 0056 SWAMPSCOTT ROAD —A U0 J REALTY TRUST 29 SkIAMPSCOTT AVENUE 46 37 ANTHONY F E. JOAN CORSO TRS SWAMPSCOTT PIA 0190749 40 07 0065 0054 SWAMPSCOTT ROAD A & J REALTY TRUST' -2 50 9 Si-JAtIPSC(-*)T'T* AVENUE 51 3952 MTHONY-F& JOAN, CORS O TRS SWAMPSCOTT MA 01907 40 07 0066 0038 SWAMPSCOTT ROAD 52ROCKY MOUNTAIN REALTY TRUST 1 720 S COLORADO BLVD #950 53 41 54 0 0 ESERSHOF'F DAVID L ET AL TRS DENVER CO 80222 55 42 07 0070 0096 SWAMPSCOTT ROAD CHELSEA INDUSTRIES INC 1.3601 SOLDIERS FIELD ROAD 56 43 57 6,- 3TON MA 02135 58 44 45 46 ao 61 62 0 0 47 63 48 rs164 0507 66 0 67 51 /2 68 52 20 PETER M. CARON 69 70 o 053 CHIEF ASSESSOR 71 54 j72 55 73 0 56 74 75 0 4 THE FAFARO COMPANIES 290 Eliot Street/AS and.MA 01721 508 81-1600 Fax N 508-1575-6610 H.A. Faferd 6 Sons Construction. Inc. March 21 , 1989 Ledgerrere Land Corporation Faferd Real Estate Interiors Town Line Associates, Ina Mr. Walter Power, Chairman Salem Planning Board One Salem Green Salem, MA 01970 Re: Industrial Condos Salem Business Park Dear Mr. Chairman: The Fafard Companies are proposing to develop a 4.3+ acre site in Salem along Swampscott Road that abuts the existing Maynard Plastics property. The site is a part of a portion of land owned by the applicant known as Salem Business Park. The proposed development falls within the Business Park Development Zone and Wetlands District . The following information supplied is to support application for site plan review, special permit for business park development and special permit for wetlands district: A. Site Plan dated 21 March 1989 (5 copies) : B. Drainage Calculations dated 10 March 1989; C. Narrative for Industrial Condominium; D. Environmental Impact Statement ; E. Application for Special Permit Wetlands and Flood Hazard Districts: and F. Application Fee of 55,000 If there are any questions please do not hesitate to contact us . Very truly yours , c' rn � � N r Donald Seaberg Project Engineer '4 z7 W DS/mbt w Enclosures m c� pj � t0 BUTT BALES TOGETHER CONSTRUCTION NOTES: LEGEND RESOURCE AREA � , relSILT FENCE OR HAYBALES TO BE PLACED AS SHOWN ON PLAN •- -- I�9 1:fI AN PRIOR TO ANY OTHER CONSTRUCTION ON SITE. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW \ 100' BUFFER ZONE W SILTATION CONTROL > �� (2)-2"x2z3'STAKES EACH BALE WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES . Q O SMH SEWER MANHOLE OR EQUIVA ENT SAPLI S 1 1 1 INSPECTION SHALL BE FREQUENT AND REPAIR/REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. N ® DMH DRAIN MANHOLE = swan�Ps o �•.;= �\ - \\ \ \I\ I LANDSCAPE SCHEDULE - CB CATCH BASIN �" / RAD ,dal• ,� 11 -�' �, 1'.. 0 1 \ \ I 1 -�• LIGHT POLE SPOSED / % ,� I - . ••_• , .. - , . -• 9 1 1 I SYMBOL COMMON NAME QUANTITY SIZE / 1 1\ I SEAGREEN / \ a-PIV POST INDICATOR VALVE L _� o. 15°18" HT. \ HYDRANT N l I I I \\ I JUNIPER (S.J) 94 / \ \ -6- m / � � �� ® GATE VALVE a TYPICAL HAY BALE DIKE ( 1 \ I i 1 WHITE PINE (P.S.) 6 S-4' HT. ` / i' - - �� \ C LOCUS NOT TO SC L / � �� � � � I sI \ \ I1 \ / a S SEWER LINE 1I \ O COMPACT YEW(C.D) 20 15"-18" HT D DRAIN LINE (N T.S.) \\ \ ARBORVITAE (A�/) 54 4' -5' HT. W WATER LINE \ \ / / -- 000 -- EXISTING GRADES APPROVED DATE p•\���\\\\ �\ O RHODODENDRON(RC.) 6 18"-24" HT. \ ,\ �_ _ i \ \ \ 33 A\ I / / /� \\ \ \ w 000 PROPOSED GRADES • � ,�1 �\ ` �� \\ \\�\\ \ / j /// I ( ` \ "N O HANDICAPPED PARKING SPACE 0\ HANDICAPPED PARKING SIGN PROPERTY LINE - \ �\�\ \ t I I \ 1 1 N ooc�o STONE WALL HANDICAP ACCESS RAMP ENTRANCE USE SCHEDULE \ Q�'\�� �\ \� \ 20 / ) i \\\\ \ �l 1 _ �'� AA-I I-250 WATT HPS 5 25 -0 POLE /' - - I / / \ I CI�0 AA-2 2-250 WATT HPS 5" 25'_d- POLE ZONING \\ � 1\` ���- � \\\I �- ------ - � ,J/ ILII I i .� 1 \ g, rl 1 I / 1 BB WALL MOUNTED 250 WATT HPS DATE (SIGNED) \\ \ \\ BEING A MAJORITY REQUIRED � SHOWN \ 1 " \ 11 \�_�_ ` F� �_� �\ - ��/ //// I I \ / / I Q O CC RECESSED 70 WATT HPS LOT AREA 40 000 S.F. 4.32 _ acres ) \ i \ �\ \_ ` - - ��1\\ ��� I I 1 _ Bo 26% /I \ �\ \\� � � I \�,� \ / // I / / \\ NOT ENGINEER: BLDG. COVERAGE 45% MAX. �\ , 1 / / / I / \ E ALL LUMINAIRES - � \ � \ \ � \\ \���\\\ I I / \ 1 // /, � , \ � ARE CUT OFF TYPE HIGH LOADING BAYS 3 B / I � \\\ ��� /� \ / /. N/F HOWARD A. FAFARD I \ \ \ JAMES E. M c LOUGHLIN, P.E. ( \\ �\ \\\��\ \\ 1 I I / �/ / \ // / _� \ PRESSURE SODIUM ENERGY EFFICIENT. 290 ELIOT STREET \ \ I t / BORDER/NG 1 , - \ \ SEE CUT SHEETS ASHLAND MA. 01721 OPEN SPACE 10% 17 % � \ � `� ' \t \ \ � \ \ \\\��� I ` \I� / // VEGETATED PARKING SUBJECT TO 4 149 t 11 11 I/ \ \\ �`��\ I �\ ;��/�/ / WETLANDS t I I 1 \ \\ \ PLANNING BOARD. APPROVAL INCLUDES r5 HANDICAP �v� MIN. LOT WIDTH 150' 150 \� I / I \ \ �\ y I MIN. FRONT YARD 50 205 MIN. SIDE YARD 30' 4 3' I J -V I -12" RCP FE-3 MIN. REAR YARD 50 60 l 90. // \ �/ -' - - / S=.064 15- 18 RCP S 0. I 1=71.65 \ � CB-6 RB76.79 DMH 3 \ , 1 I R-76.79 -X X 1=73.0 R=76.80 I \ 1 =73.04 7 7 1_ 72.40(12") \ \ \ N =N 3j 1100' TO FIRST STREET v * INDUSTRIAL USES 0 7 1 \ \ �/�J1 / PROPOSED EXCAVATION OF 550-\ \ \ �/ I- 71.90(18 \ \ / S.F. OF ISOLATED LAND SUBJECT \ \� + i „_ _ \ x \ \ \ EXIST. 36 RCP 10-12� RCP PARKING REQUIRED: \ \� ��/i / \ \ \ 6 / / 0_12032 - OUTLETS(3X) \ TO FLOOPIING'` \ \ '� "� S=.032 f SNOW S=0.9� 4 \ X a CB-8 I SPACE/2 EMPLOYEES 50,000s.f. ; 500s.f. /EMPLOYEE ���U , // /� \ \�\ -� OO I 1 STORAGE L FE-g 1 - R=77.00 = 100 EMPLOYLES + • \ AREL>< \ - - - �T3.01 7.23 \ \ ` 31% _ .. •- \ 1 ��\ 50-12 � 1. 6 1 I =73.25 50 SPACES - i /f , / \ / \ 1 J P 1 PSS PS RCP,S=.04 `�� \ \ \ 1�=66.80 I / SMH - I �1- ` "E \ °� �� \ G=66.83 / DSMH (PROP.) ' I SPACE/1,000s.f. : 50,000 s.f.; 1,000s.f. /SPACCE / / R=81.90 / °0000 N6 2$ E x REVISIONS; =50 SPACES - / i 1 =73.G0 8"OUT 1 1 \ 1 (�- N190.0 2 4.7 C / SMH +' .r-�-. - ��/ Ij=70.26(8'„IN) / / pS " \ 1 �, HYQ =7 .4 15 / R=80.70 x _ _ _ 11=66.50(8 OUT) 4 - 13-89 I SPACE/COMPANY VEHICLE 8 TENANTS / I / / \ 8 =7 .4 A 2 I=71 .70 (8 IN) / ` ✓ = 8 SPACES / -� _� / O j 1=73.20(6;�INy /) SMH (EXIST.) 4-18-89 - / - - \ 7 _ - �A32' c� r \ / \ 1=71.59 (8 9UT) AA-I _ _ PARKING REQUIRED = 108 SPACES �/ / „• + '�'� - _ CD ~ - _ �_ . - C _/ _ - - - ti '8'' P,C R=76.5* � / FUTURE ACCESS .:r••�' A 1 - s=.005 �� 260' e" P � ►-�-� 265' e" s=.005. p25 • 1=64.91 (15 ) PARKING PROVIDED - 149 SPACES ,�'� / ) :cr • I =65.50(8 ) _ W 8 CLD( 11 \\` ��✓ ) \ STUB a PLUG ;- - - - - HPH Hq;= N H _ _ _ ._. - - - - -- 12"x 8" T.S. a G \\\I\l I \ / ` \ \�'✓ / 1 FOR FUTURE /� _ n 20 �� \ p 5 WA \ __ \ - _ 1 F� \ C B-9 PROPOSED 25' WIDE / ' ROOF DRAIN ROOF D3kAIN /25 J -----25 i 1=7�� - \ R_77.00 / 1=74.00 J / I_ 66.06' \ I 73.25 �/ UTILITY EASEMENT / ° �n I BB ( 1 66.00 \ \\ \ I I II I / I I // \ / �' /SJ O - B / I ` 10 65.93 \\ ` 10_ 12_ RCP �/// AV- � Y S-.024 5- 3�F. - 5,625 S.F. 5,375- S.F. 6,875- S.F. 6,875-IS.F. I 5,3 rp -S.F. 5, 25- S.F. , - . . \ s��O• / r �\ \ O / // / / \ �n 8 I I \ `�O• \ \ '// i//' / I �� I N PRO OSE I � � �' 78 � � / \ N ISOLATED LAND SUBJECT r.l / ` w (TYR) ' c\l CD 50' / BORDER/NG � \ O' CB-4 m 50 0 0± sl X11L ING I w \ \ VEGETATED\ \ R=74.80 TO FLOODING 3 _ - - - - I I p� G WETLANDS I = 71.05 o w\z B.e/ ��\ F. F E LEV ION = z2+ I I ` - W FE-2 M LOT REA= I-70.75 N/F HOWARD A. FAFARD T 4.32 - Cres �- B� \ R N -- - - 50' �� -DUMP TER AREA POS 50 // z 75 - CC 0 CCS -zel STAIRS 150' TA1RS 1-1 i '/H'I - 1 \ \ BAY EL.=78-I r 1 ; BB [J BAS EL._78 \\ \ 12 P a\ \ 1 BB 5 AV 95 \ 5 5 B B 95' D ME TfC WAT h)YD \\ \� \\\ \'X s' 15-12 RCP 1N \ 2p.5 \ \ FE-1 S=.0167 - - \ \ \_ ( - \ ( in rl5 - 12 RCP „ AV AV `r' S=.0.167 A 8 SERy C i OWNER/APPLICANT: CD SJ 4 S,y� RCP - I \ - �' / i ( \\ \ (� HO WARD A. FAFARD 008 78 \ ' n 175'- 18' RCP 1\ _ ' // 26 '� 9 F� t ;- / / \� 290 ELIOT STREET •I I � �\ \ �•\\ �\ \\ - , , ° . D C83 CDS /11 . ,�" ( \ � ��� �� ASHLAND, MA. 01721 _ 11 \ \ CBI \ SJ SJ \ R=77.00- - DMH I R 77.50 \\ 2 I/2 BIT. CONC. cr / R=77.50 ► \ ao 1=73.83- i; / /, I \ \ ` \ �`' �,• Ni I =73.33 R= 78.00 i =73.83 \ / 1 �� i��� \ 1 \ \ m- \ EXIST. F E. \ \ 22 I_72.I I(18 \ ,\ \ (PAVEMENT (TYP.) / DMH 2 ��\ // I 1 I \ ��__ �` ---_ \ � � INV.-83.67 \ \ / =72.61(12 \ \ \ � ��^� R-7500 „ 111 \\ 11 II \ 9 \� \ I �' / 1( \ •� \ 1=73. 12 ) 1=70.88 ( 18.; �I ' \ \ 4 I / 1 .73 12 ) �� / \ \ `A \ \\ INDUSTRIAL CONDOMINIUM e _._� �� 0 �, �l \ -4 S W STORAGE\ \\ s C. BE M YP _ ,� �. / 13 \ I \ \ , � AT / - - \ _ �REA I S S 0 ROAD F 77 / '� - _�► 4 \ \ I \ \ \ iv SCA L E: DATE / EXIST. EDGE OF PAVEMENT Iw so;32'25" ti \ I \ \ 40 FT. TO AN INCH MAR.21, 1989 / z / 82.84 f s � / � / • ,_\ ; � � � \ � �./F CHELSEA INDUSTRY INC. \ \ \ 88009 � \� \ \ \ 20 40 80 FEET 160 \ \ \ 38 w \ \ MET RS SALEM BUSINESS PARK RESOURCE AREA AND / SITE PLAN OF LAND \ N \ IN a LO N "� �\ MAYNARD PLASTI CS SALEM , MASSACHUSETTS SHEET N0. ! OF I JOB NO. 109005 ' FA - 109005 S I OF _. __T ---- --- 1 l- BUTT BALES TOGETHER CONSTRUCTION NOTES: LEGEND i • RESOURCE AREA SILT FENCE OR HAYBALES TO BE PLACED AS SHOWN ON PLAN PRIOR TO ANY OTHER CONSTRUCTION ON SITE. 100' BUFFER ZONE BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW z � SILTATION CONTROL > �� (2)-2"x2 z 3'STAKES EACH BALE Q OR EQUINA ENT SAPLI S WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES . 1 1 1 INSPECTION SHALL BE FREQUENT AND REPAIR/REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. O SMH SEWER MANHOLE DMH DRAIN MANHOLE Q SWAMPS ROAD BASIN LANDSCAPE ® CB CATCH BA ii' ' ' , .'� '.1'. �I.. :, . •��•' 1•.'. 'r: '.�� \ \ \ I LANDSCAPE SCHEDULE i- ' •� ' i' _) 1 \\ \\ I I LIGHT POLE PO ED / 11,-' - : ' ' 90 / 1 �, , \ \ ` I SYMBOL COMMON NAME QUANTITY SIZE / SIT / � 4" • III 1 1 / PIV POST INDICATOR VALVE L- -� 1 L I SEAGREEN / \ \ Z. JUNIPER (S.J) 94 - -6' HYDRANT o 15 18 HT. � \ � ® GATE VALVE • TYPICAL HAY BALE DIKE � \ � ( i � \ I 1 1 � � WHITE PINE (P.S.) 6 3'-4' HT. �. ` / / �- - _ � �� \\ � LOCUS a / / a S SEWER LINE S NOT TO SCALE / � � � � 1 \ I 1 \ (N.T.S.) COMPACT YEW(C.D) 20 15 -18' HT \'I" � ) / / _ \ �\ D DRAIN LINE ARBORVITAE (A1✓) 54 4 -5 HT. W WATER LINE \ p' \ \\\ \ \ O RHODODENDRON(RCJ 6 18"-24" HT. 3 A\ / \ I - 000 -- EXISTING GRADES APPROVED DATE \ \ \\ \ \ / / / g / \ 1 w 000 PROPOSED GRADES N O HANDICAPPED PARKING SPACE -- \ \\\\ \\ �\ / I I I \ I © HANDICAPPED PARKING SIGN PROPERTY LINE N oao� STONE WALL Nur HANDICAP ACCESS RAMP / � I ENTRANCE USE SCHEDULE �3 II - _ / „ / \ !1'--� A A-I I-250 WATT HPS 5 25'-0 POLE \ \ \ EFOAA-2 2-250WATT HPS 5" 25'-0" POLE ZONING \\\\\\ I\\\\ BB WALL MOUNTED 250 WATT HPS DATE (SIGNED) REQUIRED SHOWN \ \ 1 11 `� �� ��, �_i \��` _ ```/ //// I I \ �/ I\ Q e cc RECESSED 70 WATT HPS BEING A MAJORITY \ 1 LOT AREA40 000 S.F. 4.32± acres ) �\ \ - - �� \\ 11 \_ _ - ENGINEER. BLDG. COVERAGE 45% MAX. 26% /1 \ \�� - �� ����\\� \\ I \moi ' \ /// / I / / \ \ \ r LOADING BAYS 3 8 / \ \\\ \\\�\\\ I 'I // \ 1 I // / / I / \ \ NOTE. ALL LUMINAIRES ARE CUT-OFF TYPE HIGH 1 �� \\\ �./� \ / /. N/F HOWARD A. FAFARD \ � \ \� PRESSURE SODIUM ENERGY EFFICIENT. 290 ELIOT STREET JAMES E.' IN, P.E. \ \ \\\\ 1 I // / / \ \ SEE CUT SHEETS o ° I J \ \\\ \\ \\\\\\��\�\ \ /// / ' BORDER/NG \ J \ 1 ASrHLAND MA. 01721 OPEN SPACE 10 /0 17 /° \ I I / -� � \ \ � I \I� VEGETATED , I ,. \ \ \\ PARKING SUBJECT TO -9 149 1 11 1\ i/ \ �\ \ \ \� \`\\\ \ 1\ ;��/// / WETLANDS PLANNING BOARD APPROVAL INCLUDES '5 HANDICAP \�1 II �� \\ \ \ \ \\�\ \ / ;�� / / I \ \ MIN. LOT WIDTH 150 150 \� J/1/I MIN. FRONT YARD 50` 205' MIN. SIDE YARD 30' 60 43' ' I I l - - �� - 10'-12" RCP FE-3 MIN. REAR YARD 50 1 90. / \ i 1/ /. -_ - 15'- 18"RCP S O. 7 \ V II r( S=.064 1=71.65 CB7 DMI-13 -X X R=73.0 R_76.80 \ 1 \ N J\ ' R=76.79 X I \ \ `� \ \\ ,�, I I 1 =73.04 7 7 1 72.40(12") \ \ =N , 1100 TO FIRST STREET * INDUSTRIAL USES C \\ \ PROPOSED EXCAVATION OF 550'\ \\ \ %�� ? _ \ N � 1=71.90(18 j, \ X EXIST- 36" RCP , PARKING REQUIRED: I\\ \ \\ ��%/;� �/ S.F. OF ISOLATED LAND SUBJECT \\\\� / + 6 'i y -- -_ _ \ OUTLETS(3X) 10-12 RCP \ _ \ '( - / ZO-12'R�P- f \ \ S=0.9'24 \, I x TO FLOODING- \ \ -4 . ; S=.03 - SNOW I SPACE/2EMPLOYEES: 50,000s.f. ; 500s.f. /EMIPLOYEE �\`� \ \ 1 'I-, a- CB-8 \ �� i/ - zs 1 I \ STORAGE f �� FE-g \ R=77.00 = 100 EMPLOYEES ` / r / \ t c' / ARE \ I-73.01 \ = 50 SPACES - -- % \ , \�\ AS 50-12 - \�\ \ - - - I I. 67.23 \ �i I =73.25 / \ I \ p \ PS �; RCP,S=.04 I'=66.80 1r /� / SMH °� 1 �\ \ 1=66.83 l I SPACE/1,000 a- 50,000 s.f.� 1,000s.f. /.SPACE �/ / � / R=81 90 „ � � I 4°O,D00 E N6\E 22t E ^ � �� •a � X DSMH (PROP.) REVISIONS: � =50 SPACES - / I =73.00 8 OUT I 1 \ \ N190 O _284.7 C B5 / SMH �' R=76.58 -- 15 / R=80.70 •1-=-=• - i� I =70.26(8'„IN) 1=66.50 8 OUT) SPACE/COMPANY VEHICLE: 8 TENANTS // - I \ / PS �\ \ \ ,� � / � HY 7 .4 A 2 1=71 .70 (8„IN) / � �,i � ( 4 - 13-89 C� \ 1=73.20 6 IN ) = 8 SPACES / / -� ` / � � / � ,� � -- / ,j'• \ - -- ,?, cNo >-• - / \ 1=71.5C 8 9 T) AA-I _ _. SMH (EXIST.) 4-I8-89 PARKING REQUIRED = 108 SPACES _ - _ -- - - _ - �_ _ _ -- - - ��- FUTURE ACCESS .. :.::': • "+ A I - S 005 % v \ 1 265'. 8" -/s o05'/� X25,c R=76.51 PARKING PROVIDED c 260 8 P I=64.91 (15 ) 149 SPACES W 8' CLDI I=65.50(8) STUB & PLUG 4:1 _ _ _ _ - 12"x 8" T.S. a G FOR FUTURE0 5WAn 20 � FE CB-9PROPOSED 25' WIDE RWF D�RAIN ,ROOOF D/3AIN /25 � �= -7-3-. \\I \\\\\`\ \ YR_7 7.00 1= 66,06' I -73.25UTILITY EASEMENT =74.00 5B I / 1°-66.00 B BB II /SJ l 65.93 10 / / ' 12" R CP . S- .024 I 4 ' 375' 6, 75' S.F7,125eF5,625 S.F 5, '\SFi5,37$ -S.F5,t25= S.F , AV ' �s - r\F ° zi \ /i / / l I I N PRO 0SEO I I N_ * m . o / \ \ in 50 I 1 _ _ -i BORDER/NG\ Vo- ISOLATED LAND SUBJECT f' / � � (TYP.) w 50 0 0± s.f. n w \ l VEGETATED \\ CB-4 1 m \ \ R=74.80 / � I / I / TO FLOOD/NG _ 3 �61LDING ( �F. F. Oy` � i =71.05 G� - \ \ + I WETLANDS \ \ / 0 w \z / N ELEVATION = 2+_ I c� \ . LOT REA= t 1=70.75 N/F HOWARD A. FAFARD / ° 50' Q 4.32 9cres , �- / e� \� \ A DUMP TER AREA P4DS 50 Z 75 _ CC® CC® Cc*, STAIRS\ 150' gTAIRS 0 � / H BAY EL.=8+ ` /` 1I .6C�® (:C® _ i 75 FD. ti \ \ I \ 3 BB 5' 95' x \ B I B B BAY EL. \\ \ \ 12 \\\ s AV 15'-12"RCP \ \ S 5 95 D kl(E�7 C WAT -my D \ 20,51d'Q - wy \ FE 0167 C,� \ 1=69.06 OWNER/APPLICANT: CD _ - y � \ Ip AV AVS v�S.0. 67 CF 8" �"` SER C �f .\ \\\\ �8505� 2 SJ 4 2 R Cp >. / \ HOWARD A. FAFARD t \ \ \ 008 \ 175'- 18' RCP 1\ _ .� 9 -� //i \� 290 ELIOT STREET p 26 - , \\ \ \ ASHLAND, MA. 01721 CBI _ _ _ \ ,\ \ SJ' SJ RB77.50 ^\ 1 \ \ •x \ \\ _ - - R=77.010 DMH I 82 \ / 1=73.83- \ ,• �� \ \ \ �\ \ I �N I =73.33 R= 78.00 I _ i �� ii !��I \\ \ \ R-77.50 2 1/2 BIT. CONC. cr N Q \ 22 n -7'x83 \ (PAVEMENT (TYP.) \\ / i ( \ \ EXIST. F E. \ � � 1 =72.11 (18, \ \ DMI42 ' _ // I 1 1\ 1 \ \ � \ -- � \� � � --- - \ INV. \ \ / _72.61(I'z \ \ �� ^� ( \ \ \ \ \ �• \\ \ \ \ 1 R=7800 \\\ I I .' \\ /1 II 1 9 \ \ \ i-73. 12 ) \ \ /� 1=70.88 ( 18 ),\ / \ \ INDUSTRIAL CONDOMINIUM =73 B E RE M- YP \��� O \\� .l�' I'i, \ \ 13 SNOW STORAGES �\ \ /� N AT E8J _ -- - --- �, _ \AREA SWAMPSCOTT ROAD Ln C C'- SCA L E: DATE: / '- -EXIST. EDGE OF PAVEMENT--�` \ \ `I � I � \ \ \ o o N o �ti \\ \/�\ I I \ \ \\ 40 FT. TO AN INCH MAR .21, 1989 2.84 �� N/F CHELSEA INDUSTRY INC. \ \\ 588 I \ \ \ 20 40 80 FEET 160 09 38 w \\\ .METERS SALEM BUSINESS PARK / RESOURCE AREA AND 1 \� SITE PLAN OF LAND N \ o L0 \ IN I I \ \ \ \ N M \ MAYNARD PLASTICS SALEM , MASSACHUSETTS 1 1 \ \ Z SHEET NO. I OF I JOB NO. 109005 FA - 109005 S 1 OF BUTT BALES TOGETHER CONSTRUCTION NOTES: LEGEND Ire ' rF. ;�' •, 1, ;1;. �r t � . �� - RESOURCE AREA b `' • ' � 1� 100' BUFFER ZONE SILT FENCE OR HAYBALES TO BE PLACED AS SHOWN ON PLAN PRIOR To ANY OTHER CONSTRUCTION ON SITE. -- l��'� I►x ! BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW z SILTATION CONTROL (2)-2"x2z3' STAKES EACH BALE WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. O SMH SEWER MANHOLE OR EQUINA ENT SAPLIN S INSPECTION SHALL BE FREQUENT AND REPAIR/REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 0 \ I 1 1 0 DMH DRAIN MANHOLE Q SWAMPS ROA41D r . .' ! I:. r ��:' •'•1�::'•-;; \ \ I LANDSCAPE SCHEDULE CB CATCH BASIN , �1" , • •.�\ ,'1 j� `• •�) • .�\ 1 \\\ \ 1 I I �- LIGHT POLE PROPOSED 90 1 �1 \\ , SYMBOL COMMON NAME SITE / /' cr , 1= il- . ` '1 ',� •.-N- _ 4, / 1111 \t\ I I QUANTITY SIZE / / 1 \ O-PIV POST INDICATOR VALVE L- _� o 111 I SEAGREEN 94 / \ -6- HYDRANT z JUNIPER (S-J) 15"-18" HT. / // \� \� \ ® GATE VALVE d TYPICAL HAY BALE DIKE \ ( I I \ 111\I\ WHITE PINE (P.S.) 6 3'-4' HT. / / �` _ � �� \ \ a S SEWER LINE NOT TO SCALE LOCUS j �\ II COMPACT YEW(C.D) 20 15 -18" HT \-I" / // // \\ �\ D DRAIN LINE (NTS) �0 \I \ \ i 360 W WATER LINE _ 1 I \ \ \ \ ARBORVITAE (AV) 54 4 -5 HT. N - I / 1 000- EXISTING GRADES APPROVED DATE O RHODODENDRON(RC.) 6 18"-24" HT. A\ / / \ \ Y\�J/� 1�\� �� �� \ 6'- \\ \\ \ \\ 33• PROPOSED GRADES N O HANDICAPPED PARKING SPACE \\ HANDICAPPED PARKING SIGN PROPERTY LINE /� / \ \ \\\ \\ \ - \\\\ I I \ /� 1 N Oaoo STONEWALL HANDICAP ACCESS RAMP zs ENTRANCE p\` ��\ \ \ \ (ter- - ��� 0 201\ �� / -��\ \`\\ I I I \ / �J // 1 O-© AA 1-250 WATT HPS 5" 25'_0`1 POLE USE SCHEDULE \ \ � \\ 36 ; ,� ��\ I � � _ _ J \ „ �E AA-2 2-250 WATT HPS 5 25'-d' POLE ZONING \\\ 1 1\\ �� gj \\\� ---_ i�l 1111 ,I } I 11 // i/ I\ BB WALL MOUNTED 250 WATT HPS DATE (SIGNED) \ \\ BEING A MAJORITY 0 CC RECESSED 70 WATT HPS REQUIRED SHOWN LOT AREA 40,000 S.F. 4.32 _ acres ) \ -- - _ '' � l \ �\�_ _ _ ��\��` `�\ III \ _ 80 BLDG. COVERAGE 45% MAX. 26% /1 \ \\\ - �� ����\\\��\�, _ ENGINEER: _ / I / // \ •\\ NOTE- ALL LUMINAIRES ARE "CUT OFF" TYPE HIGH JAMES E. M c LOUGHLIN P.E. l LOADING BAYS 3 8 �� '\ \ \\\\\��\��� I\�� \\ 1 I /i /• N/F HOWARD A. FAFARD I \ / _� \� \� PRESSURE SODIUM E ' EN SPACE IO% 1 ( �� \ \ \�� \ \\\\\\�\�\ 1 1 11 I ///// / 1• \ �/ / - � � \ \ SEE CUT SHEETS ENERGY EFFICIENT. 290 ELIOT STREET \ \ BORDER/NG 1 ` J ASHLAND MA. 01721 OP 17 /O 11' \\ 1\I \ \ \ \ (� i//�// VEGETATED \ PARKING SUBJECT TO -* 149 1 II I / \ \ \ \ \� \ \� 1 /� / WETLANDS l I I \ PLANNING BOARD APPROVAL INCLUDES 5 HANDICAP MIN. LOT WIDTH 150' 150' \� I I�� \ I / I \ \ \\ �' 70 ;/ I 1 � MIN. FRONT YARD 50 5 I � MIN. SIDE YARD 30' 43' IO'_ " RCP FE 3- MIN. REAR YARD 50 60 - - _ ' 12 1 III 90 // �� / ^ \ I I �// �i - -� / '' S-.064 1=71.65 15'- 18 RCP,S O. 7 1 \ in \ - = CB-6 _ R876.79 DMI-13 R=76.79 x -x 1=73.0 R=76.80 „ \ \ \ cn ` � \ I 1 / \\ � ��► I =73.04 7 7 I = 72.40(12 ) \ =N 3j 1100 TO FIRST STREET * INDUSTRIAL USES I ( \ \ ( I / PROPOSED EXCAVATION OF 550-\ \ �/ _ _ _ 1=71.90(18 J, \ \ N I \ \ ��� _ � - X �\ \ EXISZf. 36" RCP 10_12 RCP PARKING REQUIRED: \\ \ \\ �� /� �/ S.F. OF ISOLATED LAND SUBJECT\\ \ \ + �6 / x,2'0'-12"RP- - _ \ OUTLETS(3X) II-- N \ i / TO FLOODING --� _ f \ S=O. z4 \ X �0- \� \ ' \\ \ x 0 S=.03 SNOW / CB-8 I SPACE/2 EMPLOYEES 50,000s.f. ; 500s.f. /EMPLOYEE �U /i �� - \ \ \ / ( I TORAGE f FE-4 \ \ R=77.00 \ \ 1=7 01 = 100 EMPLOYES \ + • ARE _ _ - i 50-12' \ 1= 67.23 \ ' Zig I =73.25 �_ _� \ 11 1,� S �\ 1'_66.80 = 50 SPACES i •,_.`.- / / 1 p \ R PS RCP,S=.04 \ Ir SRM 81.90' -Al �i , 10 \ N6 °2 ,'E ^ \ \ \� G=66.83 / X DSMH (PROP.) I SPACE/1,000 s.f.: 50,000 s.f.= I,000s.f. /SPACE / / R=81.90 �� f 4°00 O I _ •a ✓ R=76.58 REVISIONS: =50 SPACES - / " N5 264.7 'r _ 1 =73.G0 8 OUT 1 � O / SMH I =70.26(8"IN) / � � � 1 \ (� 190' � _. C d5 15 ---=--•--. � �� ti / PS �. HY4 =79,4 A / R_80.70 x =_ - I=66.50(8 OUT) 4 - 13-89 1 SPACE/COMPANY VEHICLE: 8 TENANTS / I \ / �\ =74.4 2 1=71 .70(8 IN) / C ✓ \ O� \ 1=73.20(6"INy 4-18-89 = 8 SPACES / / -�. / A=2' a } \ 1=71.59 (8" UT) AA-I /) SMH (EXIST.) PARKING REQUIRED = 108 SPACES 1/ / /�--*-FUTURE \� „_. + - _ A 1 � -- � /, � ~ �^ - / \- .� C -� � % - - - - '` •q25'C R 64.91* 15" ,ice ACCESS ,. :.:r' - S=.005 /� 260 8" P \ • ' -a 265 8 s-.005 I _ ( ,� ) PARKING PROVIDED - 149 SPACES \ y. j/ \ ::e • W 1 -65.50(8 ) �-• 8 CLD I STUB a PLUG = NH _ -- - - - - -` 12"x 8" T.S. a G 0 FOR FUTURE /� _ 5 C WALK - �� 20_ cn FE \ 00 � ( \ YR=7 .7 QPROPOSED 25WIDE R90F DRAIN ROOFNkAIN I =73.25 UTILITY EASEMENT 1=74.00 J 66.06 6B 10=66-00 BB B .9 10' 12" R C_P SJ � 0 S=-024 7,125- eF 5,625 - S.F. 5,375- S.F. 6,875- S.F. 6,875-\S.F. } 5,375 - S.F5,t25- S.F. O\ N - PRO OSE ► ; ` � �' 78 0 ��\ N 5 I � � N _ / I I / I 0 + I O� _ _ - -� W / BORDER/NG\ ' \ 0' C B-4 //// //// I I ORION, s 'o VEGETATED R=74.80 ISOLATED LAND SUBJECT t;f' / ` w \ (TYP.) 50,0 0 st �UILDING I I �\0- \ � � � \ � I = 71.05 / � / TO FLOOD/NG / 3 °D itis_ _ - -- - - - - I I O G-c� : v \ + I WETLANDS o Is. F. F ELEVATION = 2+ I I ��"�-� - c' �\ \ \ \ \ � FE-2 - + I / - 1-70.75 / = \ '/!/ // \\ \ I l J M ~ ---- - - 50 a \ LOT REA 4.32 _ acres 1 I I ( ► N/F HOWARD A. FAFARD m _ _ _ DUMP TER AREA P/ DS N STAIRS ' TAIRS / ' t \ Z H 75 - o CC 0 CCO �p� 150 C}CCG CCO i 75 / D. BB BAY EL.= , 8-� I \ BB I BBI BAY EL._78� j \\ i / l � I 5 , 95 x x : 5 95 BB f YD �\ s� 5 D T \\ 'ME (C WAT IAAV15'-12"RCP-W- \ \ 20 - S FE� ,,♦ � '�__ � \�` � ss \ I in 1 5 - 12' RCP N85° y OWNER/APPLICANT. AV AV I S=.0.167 8`1 FiFi E SERV,C r�--` \\\\�, 5�'; HOWARD A. FAFARD 008 Cp �\ , \ - 1 , ,� / 9 ( - /// \` 290 ELIOT STREET / 260 - S- ASHLAND MA. 01721 78 175 - 18' RCP D \ _ � ,\ ` � CBI _ _ \ B2 i SJ I SJ / R=77.50 , CD \\ } \ \ \ \ o R=77.010- o� - i / /, \ c�- \ \ \ \\ DMH I \ 1=73.83- - IN \ \ I =73.33 R=77.50 2 I/2 BIT. CONC. 0t / i - -- \ \ \ \ \ I 22 w R= 78.00 1 =73.83 \ (PAVEMENT (TYP.) \ DMI-12 EXIST. F.E. 1 =72.11(18 \ \ \ \ \ R=780072.61(12' I _70.88 ( 1�8,�\; I II 9 7312INV. =83.67 \ INDUSTRIAL CONDOMINIUM 8 BI C. BEM YP ��- / 0 �, \ \ \ 13 W STORAGE( \ \ u, AT � - / 56 - \- _ _ _ - \AREA 1 II ; \ \ ,moo SWAMPSCOTT ROAD SCALE: DATE: of // '-EXIST. EDGE OF PAVEMENT----' \ \1 I \ \ \• \ Off= 40 FT. TO AN INCH MAR-21, 1989 N 60°32 25_' Z o oil \ \\ 8/� ,\�1 I \ \ \ ,c\ �2 84 - / N/F CHELSEA INDUSTRY INC. \ e \ \ \ \ 20 40 80 FEET 160 METERS SALEM BUSINESS PARK RESOURCE AREA AND SITE PLAN OF LAND N \ IN N M \\ MAYNARD PLASTICS SALEM , MASSACHUSETTS 1 \ \ \ Z SHEET NO. I OF 1 JOB N0. 109005 7 FA - 109005 S- I OF e 4-e KEY BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY ROOT L TREES AF ABIES 'FRASERI' FRASER FIR 10-12' 25' O/C 3 B&B 3 LS LIQUIDAMBAR SYRACIFLUA SWEET GUM 3" CAL 22' O/C 5 B&B PP PICEA PUNGENS 'GLAUCA' COLORADO BLUE SPRUCE 10-12' 25'0/C 3 B&B PS PINUS STROBUS WHITE PINE 10-12' 25' 0/C 15 B&B PA PINUS NIGRA AUSTRIAN PINE 7-8' 25' 0/C 9 B&B PT PINUS THUNBERGI JAP. BLACK PINE 5-6' 15' O/C 8 B&B SHRUBS CA CORNUS ALBA'SIBERICA' RED TWIG DOGWOOD 2-3' 5' O/C 105 #5 CAN FB FORSYTHIA VIRIDISSIMA'BRONXENSIS' BRONXENSIS GREEN STEM FORSYTHIA 18-24" 3' O/C 32 #3 CAN JCS JUNIPERUS CHINENSIS 'SEAGREEN' SEAGREEN JUNIPER 18-24" IN POCKETS 266 CONT. SA SPIRAEAXBUMALDA 'ANTHONY WATEREIR' ANTHONY WATERER SPIREA 18-24' 4' O/C 75 #3 CAN VINES GRASSES & GROUND COVERS HP HYDRANGEA PETIOLARIS CLIMBING HYDRANGEA 15-18" 10' O/C 75 #2 CAN stirs LP LATHYRUS LATIFOLIUS LANCER PERENNIAL PEA W/ANNUAL RYE GRASS 2168 SF HAND SEED 4 LB./M SFT NA JP EUPATORIUM MACULATUM JOE PYE-WEED 2512 SF HAND SEED 4 LB./M SFT NA RF RUDBECKIA FULGIDA'GOLDSTRUM' BLACK EYED SUSANW/SHEEP FESCUE NURSE MIX 1500 SF HAND SEED 4 LB./M SFT. NA SUPER SH. sroars #188 SHORT 2 \ }� STONE RIP RAP 2 TYPICAL 2 ^ ^ \ / \\ I fwrvOu� �\� e \ - J , �,+0 ^ STC NE WALL 25 } MS 8 ' CO PT FB o (7) x x x EXISTING / 136x° 134X° X122 ,� . —_ / 3 x ' x EVERGREENS / i/ ,- _ 134Xd 13zp° �,X ^} `19 TYP. PER GROUP PT 3 0 " ��. �y�i']I' m"xA O` AT CORNER TYP. ti�+y / C? \ ®�� .- ,3 ( ^ \ JCS �: R.LNG ULTRAS \ / \ I \ \ ^ O m+� x •r ;�,. x x `19 TYP. PER GROUP / - 3 I }� \o ^'o` '�/ �g O " PT 5 , , TRAS I ---- �- - WOOD FENCE TYP. Q- 2 c '' JCS } �� ti � x x , S 40 � � ® I — —O �— — Ii ii gym` -� 19 TYP. PER GROUP O x x + �,, r PT 20 a O oT® (t) JCS O 10 CAV� 19 TYP. PER GROUP �O O' ►-i � � � CA \J �F�;v 24 m b,©� �O JCS - 7` 0 O T SHOWULTRAS F B © C� �� x 19 TYP. PER GROUP ' �J SEED +, T } -O 8 # : . - x co, �� Q-' 4x�� HANDSEED W/ %rj 1 \�` :\ 7 w O-O-© x O }. ..n,r'. 100 .s\ r�•G - - g 0o x x 8 x K x ' `� HA MULCH SA 23 '- O n . x -� 4'",t CA RF , 5 •- per, i ^ �� SEED - r _a © O O ;� :; Q �p_ � _ LS 10 O T _ - 15 PS 10 _� 10 _ << V _Q _ O-'_ Q- GO-r O SII v�� �� ` ( �C ►\ /� r SA 10 CA = - • . , _ _- _ _ _- aGEc� SA LP CA - - J - `- P SEED 3 - ---�- L - - -- - ----- - _ _ 3 - 10 PS 3 PA --- - - \ AF CA �JP SEED 3 � __ _ PA 14 10 10 � 3 \ 20 10 PS 10 10 HP SA 10 - 10 PS HP SA SA CA CA SA CA 3 3 PS PA FHA5E 4- & KAVINE GRAPHIC SCALE 15WAMFl..3C0TT KOAD FLANTING 40 0 20 40 80 160 i ( IN FEET) FKE 13UILDING COM 'FANY, INC . 1 inch = 40ft. ONE FOP,,.-TUNE WAY, SALEM , MA 01970 FAT LOHEED/LAND5C/1FE AKCHITECT Q - 1310 13KOADWAY • 50[AEKVILLE, MA 02144 • 7/19/00 N0 3 '`�,'iHi 111d11tU?' BUTT BALES TOGETHER CONSTRUCTION NOTES: LEGEND SILT FENCE OR HAYBALES TO BE PLACED AS SHOWN ON PLAN PRIOR TO ANY OTHER CONSTRUCTION ON SITE. -X-X- SILT FENCE BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW w � HAYBALES � (2)-2"x2x3'STAKES EACH BALE WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES . O SMH SEWER MANHOLE c OR EQUIVA ENT SAPLI S 1 1 1 INSPECTION SHALL BE FREQUENT AND REPAIR/REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. o DMH DRAIN MANHOLE a SWAMP Roq •,�;�i y 1,� .• "' •j ��: ' II',':•.}•;•'.\\- �\ \ \ \ I LANDSCAPE SCHEDULE I CB CATCH BASIN s i ll't. .. . ,•. „ �?�; -r � •��I .. p � l \\ �\ \1\ 1 1 I � •�- LIGHT POLE SPOSED iTE / i fi 11: , •\.,iI., - 9 / I SYMBOL COMMON NAME QUANTITY SIZE / Cr - 4 • 1\ I I / \ \ a-PIV POST INDICATOR VALVE L- J "xw SF.AGREEN 94 \ HYDRANT Z 1- o \ � z JUNIPER (S-J) 15"-18" HT. / \ ® o GATE VALVE d TYPICAL HAY BALE DIKE ( I I \ 111\ \ WHITE PINE (RS.) 6 3'-4' HT - - NOT TO SCALE \ / � �� \� \ � S SEWER LINE LOCUS ` \ I I 'p` \ \ I O COMPACT YEW(C.D) 20 15"-18" HT / / \\ • \ a D DRAIN LINE (N.T.SJ r 1 \ \ I I \ \ \ \ ARBORVITAE (AV) 54 4' -5' HT. N 36 ( / / /� / W WATER LINE 01 \ \ � - \ ► Q' \ �\ \ \ 000 -- EXISTING GRADES APPROVED DATE O RHODODCNDRON(RC.) 6 IS -24 HT. 3,A\ � 1 1 000 PROPOSED GRADES II \ OH HANDICAPPED PARKING SPACE �_ © HANDICAPPED PARKING SIGN \ PROPERTY LINE / \ Ca� STONE WALL /�\\ \\\ //// �\ \ \\\\\ \\ \ ' . ; I I (� /I l I 1 U) \ \\ \ / I \ - f \ HANDICAP ACCESS RAMP \ Q\ \\\ \\\\ \ ,�/ 1� \ `. I I / ENTRANCE Q\ \ \ ( r- - _ OI �/ / - AA-I I-250 WATT HPS 5" 25'-0" POLE USE SCHEDULE ����\ �� \� \\ ; `_\- , 360 2 If , , - -� ; ,� \'',\ °-° _ _ ,_ „ AA 2 2 250 WATT HPS 5 25'-0" POLE ZONING \ 1 '\ �� gj 1\\� BB WALL MOUNTED 2�0 WATT H?s DATE cc RECESSED TF BEING A MAJORITY (SIGNED) 70 WATT HPS REQUIRED SHOWN - 1 \ \ \ \\�\� � I I - -_ _ X80 �`,/ ///� I \ `/ / / � � \ � � �� \ \\ m LOT AREA 40 000 S.F. 4.32 acres ) \\ \\ \� \ - �� \� \ I BLDG. COVERAGE 45 /° MAX. / I / ` J \ ENGINEER: ° 26 /o I \ \�\ - �� ��\��\� �\ l I lei ' \ �// / } l - � t.� \t-:. \ \\�\\� �^ \ / / I / \ TO NOTE: ALL LUMINAIRES ARE "CUT-OFF" TYPE HIGH LOADING BAYS 3 8 \ \\\\\� I �� ' I / N/F HOWARD A. FAFARD I 1 ' \ \ JAMES E. McLOUGHLIN, P.E. ° I \ \\\ \ \\\\�\\\\ i \ 1 I /// /�' ` \ ._` ` ` ` \ , \ PRESSURE SODIUM ENERGY EFFICIENT. 290 ELIOT STREET OPEN SPACE 10% 17 % ( \\\ \ \\\� �,\ I \ I I / // i J \ \ SEE CUT SHEETS ASHLAND MA. 01721 PARKING SUBJECT TO -9149 1 I 1 I/ \ \ �\ \���� \ 1\ ,"��%�/ / WETLANDS PLANNING BOARD APPROVAL INCLUDES 5 HANDICAP MIN. LOT WIDTH 150' 150' \� �� � \gill MIN. FRONT YARD 50 205 MIN. SIDE YARD 30' 43' / / ll 1\ ` i =_ � �'' i 10'-12" RCP FE-3 �` MIN. REAR YARD 50' 60' I 90 // \ �� 1 I� _ - S=.05 y. I=71,65 15- 12 RCP,S v.O =71.65 I \ .� ... CB7 DMH3 ° O\ R=76.79 X� . 1=72.9p _ _ -X R=76.8 0 _ - 1 = 72.40 \ \ cn 3 \ \ \\\ \ \\ /ii 1 =73.29 / 7 7 \ v� 1100 TO FIRST STREET r ` X INDUSTRIAL USES ( � \ 1l } ( � �\ 7 x EXIST. 36 RCP \ \ N CJS PARKING REQUIRED: \ \\\ /i - \\ \ \_ + -I6 / /20-12"RCfL f - - \ OUTLIETS(3X) I N 7 SNOW � � / � X 0- , I SPACE/2 EMPLOYEES 50,000s.f. ; 500s.f. /EMPLOYEE \�U / / / \ \ \ \ /1TORAGE CB-8 R=77.00 = 100 EMPLOYEES + • 50'-12" ARE \� - - - 50 SPACES / \ 1- 6723 \ I 3 1 =73.25 / _ . . / ! \ 1 1 J p \ PS PS RCP S=.04 \,� 1;=66.80 r _ _!1 I �Ly- \ \ - \ G=66-83 / I SPACE/1,000 s.f. 50,000 s.f. I,OOOs.f. /SPACE z_%L• / ` / SMH _ / / o 'JOE r46 °22' ''E ��\� uSWH (PROP) =50 SPACES - � � // � R=73 0 8"OUT 1 1 \I� � N\90 �' .� . _2$4.7 C�35. � �. _ - � _i/ R=76.58 '� I REVISIONS: / x 15 // RM80.70 _ _ - /� , 1 =70.26(8 IN) / I � / 1 1 MY Q �'�� --- - / 1=66.50(8 OUT) I SPACE/COMPANY VEHICLE: 8 TENANTS �\ �' �, -7 4 A 2 1=71 .70(8"EN) X _ ✓�� ,\ � �o> � ' 8p =7 .4 1=73.20 6"IN / 12 RC = 8 SPACES l '� - ,-y �� �A2' ��c� r \ �8' 9UT)yAA_' / = SMH (EXIST.) \ 1=71.59 F- � / \ O I _ _ -- .B.. PC R=76.5- PARKING REQUIRED = 108 SPACES �/ - FUTURE ACCESS - � v , - I=64.91 (15") / A I I S-.005 / 025 . PARKING PROVIDED = 149 SPACES �) 15=.005 /� 260 $ PVC 265 8 _ „ \ / \ ' CLDI I -65.50(8 ) W 8 I STUB a PLUG - �H H H = N H _ -� - - .- 12 x 8 T.S. 8� G FOR FUTURE /1 \Ly5 _ �I 20 \ iDi� , i \ \ 6l� 7 O WA cn ) Ln \ \ CB-9 �, 5 _ J - .V o 74,50 �`'� \ R=77.00 I= 66,06PROPOSED 25 WIDE / \2\ ROOF DRAINIV ROOF DRAIN 25 -2d \ \� I =71 .05 UTILITY EASEMENT / / \ 1=74.00 I / / J I I�66.00 \ 6B A OB I / BB ° , 10' 12" RCP /SJ o O ( O IO I_ 65.93 I \\ _ 24 � � S .055 / \ I a - S.F. 5,6.25 - S.F. 5,375- S.F. 6,875- S.F. 6,875-\S.F. 5,37)5 :S.F. 5,t25= S.F. , `_ , AV �s�� I \\ \ \\7,125* I \ \ O� 713 N 5co' PROOS ECS I N : o + ` ` \ N //// ///' I I I - - - _ - =+ w / 1 1 0' CB-4 ///////'// l �/ (� I l ISOLATED // \ m \ (TY�P.) 50,0 0• $.�. BUILDING I : \ \ \ �` R=74.80 �j f I / I WETLANDS 3 _ - - - I I I I =71.05 I �' � WETLANDS \ � ` o ep w B.B \ F. F. E LEVa�T ION = 2 ± FE_2 i \ LOT AREA- 1" 70.75 \ M 5o v 4.32 _ acres fir- , , B� \ ` F /�� // \ 1 I I I I N/F HOWARD A. FAFARD / N TER (AREA PI�DS 50 \* / I O STAIRS �TAIRS l z � H 75 - _ CC p CC® �'p, \ � 150 Ct}CCG CCS � i 75'/ FD. � , \.�� • . \ .. , • . ` � \ 1 I ` 3 ' BB 5 BAY EL.- 7 95, x x \ B I B B ij BA`Y EL.=78 lg \\\ \ \ \1 \ x s AV 15'-12"RC P \ \ 5 5 - 95 - D M`E�ST'fC WAT 4"IYO 205 S=.0167 W \ in;il5 - IOW / •'� \ \ _` .\\ A.V AV I '�° v S-.0.167 C� 8" FJOE SERV Cil -- \\\ �85oS}; 2 1=69.06 OWNER/APPLICANT: / CD2 ' ; I \ �: i ' \ HOWARD A. FAFARD SiSJ 4 .S, RCE' � - � � 1 I � g I \ \ E I \ \\ \ o .008 78 \ 175 - 18 RCP D \ _ 26 F \- - \' 290 ELIOT STREET \ \ \ - - _ / - . \ \ Q ASHLAND, MA. 01721 CBI _ - _ \ \ \ Si I Si R 77.50 C� CD ill; - \ ' I \ 1 11 \\\\ - C \ �\ \\ - - - - R=77.00 DMH I 62 \ T / 1=71.63- /// ... � rn 1 =73.33 " R = 78.00 1 =72.86 \ / N R-77.50 2I/2 BI . CONC. v \ Q \ \N \ \ ~`., EXIST F.E. \ \ I 22 - ' \ \ \ (PAVEMENT (TYR) / =72.11(18 \ DMH2 \ I =72.61(12 \ i \ 9 \ \ \ / \ \ ��' R=7o 88( 18"),\ / \ INDUSTRIAL CONDOMINIUM INN , 5.67 \ / \ \ i ( \ \�. \ \ . � I O S W STORAGE�i \ ` \\. AT C. BERM YP. �� / \� \, \ 13 \ / v+ \ / 152�8 - - - \- -- _ AREA I \ \ \ - - - - -- - - - - - - - - -_ - - - - - A SWAMPSCOTT ROAD '-EXIST.- -�' \� \ `�, 07%, SCALE: DATE: REV 4/13/89 / EDGE OF PAVEMENT \ \� �1 \ \ \• \ F . TO AN INCH N 6O 32'25„ Z 0 _ 01,ti \ `� 40 T MAR.21, 1989 rn -- - \ `9,:./. \ 20 40 80 FEET 160 �82.s4 �� / N/F CHELSEA INDUSTRY INC. \ \ e \ \ METERS ( / v _ SALEM BUSINESS PARK SITE PLAN OF LAND C'iO\ I 1 \ - � 0 M IN ( \ \ \ \ N \ MAYNARD PLASTICS SALEM , MASSACHUSETTS 1 1 \ \ Z SHEET NO. I OF I 1013 N0. 109005 FA - 109005 S - I � . �I✓ 6l F i Ir O J b aP /wC 4p 'oa a • 'sa ( !` PUP , - 4 na a " a " 43 aE p99� az..e ac \,P OR e• - G V" 54 / 66 M �� `rc �'• � raz Ac „ 53 JJ.428 52 \ i \ t•• — . 1 51 65 64 CMAC \ .LOS AC LO..C45/ � e.Js Ac I 60 75 21 7.6 AC: .+�L _ .�IM. •\ \ 1 \- d22 sc R �\ • I 1 i 22to .�23 x 9e 400 99.21 j1 \\ ri �' ■ 2463 - r 4 IfJ r\r DDD rf.s3 AC ; \ If r T4 _ O 'tea• la- iii ' 2240-- — II ' /. O 1000070V `` 11 O � W., •a - lora � � / i -. r 1 rear All,� 3 of CITY J — �jI - • I.J4 IC 2 81 $+ J..Je. — - i' Am- 110 1 .\ -�- 24- 7 lyT PAC AVENUE ----- _ ------�-------- 13 fvz Ac am rr cl K v..A0 u J0 + •• 1 r' ' �p C CITY OF SALEM i t CONSERVATION COMM. � \ • — 1 III ? II AAUJ — t } ,.. — II L \9 / ho ILLL ylIlli L / _ i Lai ILL ALL 16 JAI W-- _5t / � •II .... ,+� 12 w I BUTT BALES TOGETHER CONSTRUCTION NOTES: L ECEN D SILT FENCE OR HAYBALES TO BE PLACED AS SHOWN ON PLAN PRIOR TO) ANY OTHER CONSTRUCTION ON SITE. -X-X- SILT FENCE W �,,r 1r BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW ~ ~~ z �� (2)-2 x2x3' STAKES EACH BALE WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. HAYBALES a ` OR EQUIVA ENT SAPLI S 1 1 1 INSPECTION SHALL BE FREQUENT AND REPAIR/REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. O SMH SEWER MANHOLE o DMH DRAIN MANHOLE a SWgn�pB ROAD ;H `.+��`;. ;,_�'. ',.},:�\\, \\\\ \`\ 1 SCHEDULE ♦ - ® CB CATCH BASIN - - it• 1 LANDSCAPE PROPOSED .� . .. ,••�,.. �, •i) LIGHT POLE / Cr '� I - •.,• ••• --•-,T ' SYMBOL COMMON NAME QUANTITY SIZE SITE // O--PI V POST INDICATOR VALVE L' - SEAGREEN / t \ o JUNIPER (S.J) 100 15"118" HT. \ �� -6' HYDRANT m I 1 `\ I tl\ WHITE PINE (PS-) 6 3-4 HT. +,� / / _ \ \ � ® GATE VALVE LOCUS TYPICAL HAY BALE DIKE � 1 � � � NOT TO SCALE / ^�� I 1 \ �\ I \ \ o / / �� � '�� ��\ a S SEWER LINE (N.T.S.) \I \ \ COMPACT YEW(C-D) 20 15 18 HT , �-t" / / / \ \ -D- 0 p DRAIN LINE ARBORVITAE (AY) 40 4'•-5' HT N 36° 35 1. // / // / II \ \ W WATER LINE 0 RHODODENDRON(RC.) 6 18 -24 HT. 000 -- EXISTING GRADES APPROVED DATE 41 �� / 11 \ 000 PROPOSED GRADES N H HANDICAPPED PARKING SPACE I I \ \ in © HANDICAPPED PARKING SIGN / PROPERTY LINE o00o STONE WALL ��\ HANDICAP ACCESS RAMP \ I I / \ ENTRANCE USE SCHEDULE \ 1 r 6° 2011\� I) _ \�\ ` ( I 1 \ �- �/ \ , OM A A-I 1-250 WATT H PS 5" 25'-0" POLE f \ \\\ \\\\\ \ 3 - / / \ \ �© AA-2 2-250 WATT HPS 5" 25'-d' POLE ZONING \ \ �\ �� 1 \\\� -- -- i i�/ Ill , // ,� \ \ BB WALL MOUNTED 250 WATT HIPS DATE (SIGNED) 111iI 1 / -- - - I \ BEING A MAJORITY REQUIRED SHOWN a CC RECESSED 70 WATT HPS LOT AREA 40,000 S.F. 4.32* acres ) \\ �\ \\ I\ \\- _ B \``,/ ' I `// / /' - \ \ BLDG. COVERAGE 45% MAX. \\��\� 1 I ° // // \ ENGINEER: 26 /0 NOTE: ALL LUMINAIRES ARE CUT-OFF TYPE HIGH LOADING BAYS 3 8 / \ \ \\\� \ I ./ \ ( / / N/F HOWARD A. FAFARD I 1 \ \ \ JAMES E. McLOUGHLIN, P.E. 0 0 (� \ \�� \ \ \\ - \ 1 1 I / / / //` \ \ �/ I s*r`� �• _ 1\ \ PRESSURE SODIUM ENERGY EFFICIENT. 290 ELIOT STREET OPEN SPACE 10% 19 /o l 1 �\ 1\\\ \ \ - \ \ \ \\\� �\ \ I ( / // \ SEE CUT SHEETS ASHLAND MA. 01721 PARKING SUBJECT TO 160 1 I I �\ I/ \ \\ \\� \`\�\ \ 1\ ;��/�/ / WETLANDS PLANNING BOARD APPROVAL INCLUDES 5 HANDICAP MIN. LOT WIDTH 150' 150' \� � ` 205' 1 \\� MIN. FRONT YARD 50 MIN. SIDE YARD 30' 43' � �� MIN. REAR YARD 50' 60' III 90 �\ / \ I I�i -_ - �� �_ 10 12 RCP FE-3 _ r \�ll !- S=.05% 1=71.65 C87 \ \ \ 1 1 ° O\ R=76.79 \ \ 1 \ I -q v1 W \� -�J 7 x ww 10 1=72.15 \ \ \ \ \ N X INDUSTRIAL USES I ( \ \ \ I \ \\ ��� 7 \ - N ' 1 \ \ \ ,,ll J� l \ \ \\ \ �/ + i �' -�- x \ \ EXIST. 36" RCP PARKING REQUIRED: \ \\ ��/i �� \\ \ �6 / i/ �B _ - - OUTLETS(3X) 1 N -4 O / 1 R=76. �� SNOW �� \ � / \.\ 1 a CB-8 I SPACE/2 EMPLOYEES 501000 s.f. _ 500s.f. /EMPLOYEE ��U / / / -- / \ \ \ \ �' I=73.15 r20 12 R STORAGE \ \ R=77.00 = 100 EMPLOYLES �-%� �� / � � + • c' ARE \_ � \ \ � \ � � - - � - - - �� 1= 67.23 \ zis% I =73.25 = 50 SPACES - i � / \ I � � � p \, \ PS 50-12 RCP -.05 /. \ � - i - - G=66.83 / -L. . SMH \ �! E \ o " I \ \ DSMH (PROP.) I SPACE/1,000 s.f.: 502000 s.f. ; I,000s.f. /SPACE / / R=81.90 o a0 N6 _ REVISIONS; =50 SPACES - / 1 N54 2 4.7 ` - j/ R=76.58 / SMH // I =73.00 8 OUT \ 1 \ 1 Ee- 190.0 - C d5 15 _ .. .,► - //� 1_70.26(8'„IN) ' � " \ \ HY / R-80.70 X _--. __ - �. � 1=66.50(6 OUT) SPACE/COMPANY VEHICLE: 8 TENANTS / 1 / �\ �' \ ¢ =7 '4 A 2 1=71 .70(BIN) / ✓!' N = 8 SPACES l \ , j \ =7 .6 1=71. (6,IN� /) 4012 RCP SMH (EXIST) / \ - -- � H \ \ 1=71.5C 8 Q T) AA-I - - _ 8', PARKING REQUIRED = 108 SPACES / / + A I - _ / - - - -- - - - J , FUTURE ACCESS - � - s 00 % 5• e,. P C R=76.5` I _ _ i i 5 260 8 PVC\\ 26 /S 005 '/ ~ p25'• 1=6 4.91 (15") PARKING PROVIDED = - " RO IDED -160 SPACES \ �.� / ) \ 8 CLDI I -65.50(8 ) W l \ \ �i/ ) \ STUB Bti PLUG - - - - - �H H = N H - '_ -- �- _ 12"x 8" T.S. 8, G FOR FUTURE /� 4 � � - �� 60 O 5 C. WA ) \ CB-9 _ �'\ \ // / PROPOSED 25' WIDE / / �� ROOF DRAIN ROOF DRAIN /25 J -- -a5 0 74,50 \ \\ R=77.00 �� UTILITY EASEMENT r °D / 1=74.00 I / /� J I \1=66.00 ,, 1= 66.06' � I 71 .0I / / 1 ,qg I / l BIB \ 10' 12" RCP O III I / I i // 1 / / / /SJ O O O O O / O \ l0 65.93 , 1/jl J , / / I _ L ,�\\ 1\ \ 5=.055 (, om ° AV- a) s \ �i ' I \ ` \ I 7,125- S.F. - 5,625 S.F 5,375 S.F. 6,875± S.F. 6,875{IS.F. i 5,37;15 =S.F. 5,425- S.F. , '- AV \\ = I I \ -1 PRO OSE[ ► I N / 1 / 80 a 50 I 1 - - - l W \ \ CB-4 __ //��/%/%/ (� � �� I I l /SOLATED /�#• \ W (TYR) 50,0 0± $.f. �ULANG I � \ / �` \ � R_74.84 C� s ms`s \ - �j / I 1 / WETLANDS 3 m I -r=-71.0 5 S� I ,� / / I / _ - - -- - � I I -. �- - +-I _-.WETCAIVOS / /// I co W� F. F. ELEV ION = 2± 1 - � � \ \ I ' FE-2 , / 0 L) - + 1 / 1-70.75 \ r = I ,� M 50, -r \ LOT REA 4.32 - acres / g I N/F HOWARD A. FAFARD / ° 0m ~ ---- - - _ 50' z 75 o cc a Cco C STAIRS 150' c ® o / \ l' / N N ' 1 ITAIRS �, / 7 / l \ \ - - CC CC - 5 F D. 1 \ IN I H BAY EL.=78` o BA\Y EL.=78 BB 5 95 95' �/BB I ' D KE T(C WAT F�1YD \ \\ .n AV W \ \ 205' \ \ FE-1 • I J __--_ W \ \ \ \ '� 1-69.06 \ I \ \ \\\ �8gas 2 OWNER/APPLICANT: RCP _ \ v 'Al 8 F E SER C / r= C D SJ 4 5=.008 �, \ 1 � 60 18 1 1 \\ HOWARD A. FAFARD r cn 1 1 \ � o S- 00714 �' _ \ 290 ELIOT STREET �•` \\ \ \ +\ \\ \ 78 \ 10 10 \ 78 / i 9 21 1 \\\ \ \ ASHLAND, MA. 01721 C;BI - - \\ s,� `� / cB 75D11 CD_ CD B 77 50 \ 12112" BIT. CONC. / 7 88- ih 1 =73.25 �_ / cv \ -72. 1 (12IN) PAVEMENT (TYP.) I �. EXIST F.E. III ' ' I'.\ \\ // 1111 \ \ 9 1 I --- INV =83.67 \ / E \ \ I \ / \\ I I / \ \ \ \ \�• \\ \ INDUSTRIAL CONDOMINIUM \ \ - - - - 13 �� \ �/I I, \ \ 2 W STORAGE AT \\ \\ Ln AT �, \ % 8 _ - _ _ __ _ AREA 1 !1 \\ \ \ A SWAMPSCOTT ROAD _ _ , ° 56 - - - - - - -- - - - - - - � � - - - - \ \\\ 1 I \ \ ° `� DAT \ � r` ;-__ - _ i - \ \ i \ \ �, SCALE: E: / \ o - -- ----- - # '-EXIST. EDGE OF PAVEMENT--J' \ I I \ \ \ ����\ Z o ��, \ i>1 I \\ \ \\° 40 FT. TO AN INCH MAR-21, 1989 N 6O 32'25� ,n \ ( \ X2.84 �� - / N/F CHELSEA INDUSTRY INC. \\ \ S9eoo9 \ \ \ \ 20 40 80 FEET 160 METERS \ _ SALEM BUSINESS PARK SITE PLAN OF LAND N IN \ \ N M \\ MAYNARD PLASTICS SALEM , MASSACHUSETTS SHEET NO. I OF I _T OB NO. 109000 r , FA - 109000S- 1 T � I BUTT BALES TOGETHER CONSTRUCTION NOTES LEGEND 1- 0,4,011 SILT FENCE OR HAYBALES TO BE PLACED N AS SHOWON -PLAN -PRIOR TO ANY OTHER CONSTRUCTION ON SITE. �'I•�1 1►���Un��V� � �1�� �'�� � � � '�I', �,�'� �I�'� x x SILT FENCE BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW z � qvr 1 � 1 (2)-2"x2 z 3'STAKES EACH BALE '-- HAYBALES Q �` WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES . OR EQUINA ENT SAPLI S 1 1 1 INSPECTION SHALL BE FREQUENT AND REPAIR/REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. O SMH SEWER MANHOLE 0 \\ \ i N O DMH DRAIN MANHOLE a swam_ ROAD IN ';•:N. .;`�'•. .�I• \\ . \\ \ \� 1 - CCB CATCH BASIN ,,,\ •.1�.�I•. \\• .. II ;.'.X \ \ \ 1 LANDSCAPE SCHEDULE jai" , .. . :.� •I;. "�� " \\ LIGHT POLE T ED / �,., - . - . 90 I \ SYMBOL COMMON NAME QUANTITY SIZE / / - , q _ - �'-µ- 1 I SEAGREEN C� L o \\ 1 / PIV POST INDICATOR VALVE _J z JUNIPER (S.J) 100-xw \ �� '6' HYDRANT - Z \ \ mo / 15 18 HT. ® GATE VALVE d TYPICAL HAY BALE DIKE ( 1 \ 1 1 1 I WHITE PINE (PS.) 6 31-4' HT. \ / / / r` - - �� \ m SEWER LIN LOCUS NOT TO SCALE / \ I \ \ / / / \ \ \ a s E (N.Ts.) `' \ COMPACT YEW(C.D) 20 15 18 HT \-I / / / \ \ D DRAIN LINE ARBORVITAE (AV) 40 4'•-5' HT N 360 t �/ / // / W WATER LINE „ 000 -- EXISTING GRADES � 1 O \ \ O RHODODENDRON(RC.) 6 18 -24 HT. 3 A\ / � \ I APPROVED DATE \ \ \ \\ \ \ PROPOSED GRADES � �\ � \� \\�\\ \\ / //� I I I I k, \ ( \ N O HANDICAPPED PARKING SPACE \\ / \\\ \\ \ 1 ' ► 1 ( \ 1 © HANDICAPPED PARKING SIGN \ 1 I N PROPERTY LINE STONE WALL PO\ \ � \ \ � I �_\��\\ �. I .� - I I '� HANDICAP ACCESS RAMP 1 O ENTRANCE �Q� \�\\ \ \ ` (ter' �� 0 20�\5 r/ ' 1 \ �\\\\\ t I I \ / ` �/ �/ 1 o-n AA-I 1-250 WATT HPS 5" 25'_0' POLE USE SCHEDULE \\ �\\ \ \ 36 I - , _ _� ,i \�\\\ ► I � � / _ \ \ \ 1 EHHn AA-2 2-250 WATT HPS 5 25'-d' POLE ZONING \ \ \\ 1 1\\I \\ _ ��� 5 j / \\W\ ` - ----- /� /i// J 111 iJl 1 1 / f i / I\ O BB WALL MOUNTED 250 WATT HPS DATE (SIGNED) �/ 1\ e Cc RECESSED 70 WATT HPS BEING A MAJORITY REQUIRED SHOWN \ \ \ 11 \ ��� �_i \\ `/ / // / Q - ---� LOT AREA 40,000 S.F. 4.32* acres ) \ \ \ �\ _ ��\��� ��\ III \-- - - 80 /// / I - / / / � ' \ m 0 BLDG. COVERAGE 45 /o MAX. I \ \- / I - \ • 26% \ \ \ �\� \ �• r I \� �� \ �// / / / -� t.. \n ,� ENGINEER. / / \ ,\ \ \ \ \\�\\\\\\\ 1 1 /,//i \ \ I I // / / I / ` . \\ NOTE: ALL LUMINAIRES ARE CUT-OFF TYPE HIGH JAMES E. M c LOUGHLIN, P.E. I \ \ \\ \ \ _ 1 // / N/F HOWARD A. FAFARD I 1\ / ` \ PRESSURE SODIUM ENERGY EFFICIENT. 290 ELIOT STREET LOADING BAYS 3 8 / � \ \\\\\\�\\ \ i \ // / /• ( .Y 0 0 SEE CUT SHEETS ASHLAND MA. 01721 OPEN SPACE 10 /0 19 /° `� ' PARKING SUBJECT TO -9 160 1 11 1\ I / \ �\ \ \ \\ \`\\\ 1 \ _ ��/�/ / WETLANDS r I I \ \ \ PLANNING BOARD APPROVAL INCLUDES 5 HANDICAP MIN. LOT WIDTH 150' 150' `\� J/1 \\ I / I \\ \\\ /; y ! ?o I I \ MIN. FRONT; YARD 50` 205' \ I MIN. SIDE YARD 30' 4 3' / - - - 10' 12"- RCP FE-3 + MIN. REAR YARD 50' 60' III 90 / / \ \ 1 (/ /,^ _ - } s=.o5' _ ,�'. I-71.65 C67 '\ ' \ I< If `l l X 7 X �w I-72.15 * INDUSTRIAL USES 1 t \\ \ \ /l)� 1 \ �\ \ �� 7 EXIST 36" RCP PARKING REQUIRED: \\�\\\� � �/i� �/ _ \\ \\� + 6 /�i ��8b� - \ OUTLETS(3X) I \ N u SNOW \ \ , \\ \ � / / f R=76. x.20' 12 R � \ � / X o- CB-8 I SPACE/2 EMPLOYEES 50,000 s.f. _ 500 s.f. /EMPLOYEE ��U / / \ \ \ 1=73.15 STORAGE = 100 EMPLOYES �� ` , /� \\ - /+' "rs� I \ S=.05 % ARE f \ _ - _ \ R=77.00 �� \ ! 50' 12" RCP _ ��\ \ - 1= 67.23 \ 1 �i� 1 =73.25 = 50 SPACES - _ j f..� _ j/ �\ / \ 1\ 1 J P 1 PSS PS =.05 /. \ 1�=66.80 + 1r G=66.83 SMH •� DSMH (PROP.) I SPACE/1,000 s.f. 50,000 s.f. 1,000s.f./SPACE �/ / / \ / R=81 gp' �� � / I 4, 00 E N�'2 E '� � _ � X R-76.58 REVISIONS: =50 SPACES - J / / / 1 =73.00 8 OUT 1 ` \1 N5 p c84.7 _ _ = / SMH t' � / moi/ I =70.26(8"IN) HYU x - _- - I=66.50(8 OUT) I EES 190 C 65 15 / 9=8HO 70 -�--• //� I SPACE/COMPANY VEHICLE: 8 TENANTS / �\ �' -7 '4 A 2 i=71 .70(8 IN) ✓!' 1 � / � �o � � � \ � =7 'E 1=73.20 6"IN � ) 4012 RCP = 8 SPACES / / �� / O 11A'2� /-N r \ ` / \ 1=71.59 �8" UT) AA-I SMH (EXIST.) PARKING REQUIRED = 108 SPACES �/ / � /I-4-FUTURE \� - �•�+ - - A I i- -�� - - - " C -� ' '/� - - - - ~ - - �8pC R=76.51 �� ' �j` - ACCESS ,� - S=.005 /• 260 8" PVC \ 1 265 8 S-.005 I-64.91 (15 ) PARKING PROVIDED -160 SPACES \, :.,�.•� i / •'�\ 8' CLDI I=65.50(8 ) STUB 8a PLUG - - - - - -- �H H H 4=1 N H ,_ - - -• - -- � 12"x8" T.S. aG I` I ' / � ` ��-� / I FOR FUTURE 7 /'1 5 - 20- - �� i ;, \ \ 1 I l � \ f• / - � CB-9 / / 5 - J -7Q50 \ \ R=77.00 / / PROPOSED 25 WIDE \ ROOF DRAIN ROOF 'DRAIN / '/ \ �� / m / / 1=74.00 /25 `� _ ! I� 66,6 , �\ \ I =71 .05 UTILITY EASEMENT / 86 \\ I / BB J I \1=66.00 \ 1 / O V O _O I O / l O ` l 65.93 / SJ 4, 0 \ \\ ` 10- 12 RCP / I S 055 • / // m I a 7,125- S.F. 5,625 - S.F. 5,375- S.F. 6,875- S.F. 6,875- .F. I 5,37 -S.F. 5, 25- S.F. , - . . sqf If �0, �\ \ O\ i / ,' // 1 '� 180 N - PRO OSE[ I i � � N m78 : a / / / I / + / 50 I _ - - - //////j/ t / (� I l ISOLATED / / w �\ (TYP.) 50,0 O " $.�. �UIL ANG \ \ \\� 1 R_74.80 / / I I WETLANDS 3 m __- - - - I I \ I -71.05 / // I J / - _ _ 1 �. \ + ( WETLANDS ANDS \ f,�/ I / o w B.B �\ F. F. E LEV ION = 2+ I I •" \ X. FE-2 o LOT REA= I I , �, •, \ I=70.75 / \ / o o _ 50 -�-- \ 4.32 _ acres -�- B \ � / \ \ j j I ( I N/F HOWARD A. FAFARD ' _ 50' � � u "/p /l/ \ 1i / I I / z N m - 75' -- -0 CC IO CCD -Zo, STAIRS 150' I TAIRS e ® p ,i // H --- - }CC CSC _ 75 BB 5 DAY EL.=7951 IN p 8 A EL.=78 95 WD �E5 T(C WAT HYD \ \� sAV \ \ 205 os, FE-I J 6 - ;n W \ \ \ Ne 1\ \ 1=69.06 OWNER/APPLICANT. \\ 8 F E SER _ \ \ \ 1 I CD Si 4 S'-008 7• I _ ' 60 18 1 I \\ \ HOWARD A. FAFARD 10 \ / s= T00744-9 I ' \ 290 ELIOT STREET / ► / 21 \ \\ \ -n ASHLAND, MA. 01721 _ \ CB CDS CBI \ B2\ / 77 50 C D__ 101 \\ I=73.25 �i_77�50 \ , 12 I/2" BIT. CONC. my / =7¢.88-\ i� - - 1 \� \ I \ \\ \ �O- \ \ \ \ I cv � 172. I (I� IN) PAVEMENT (TY P.) I r \\ // I 'I (��� N)\ \ \\ _EXIST F.E. \ 1 -72 �( (18'\OU ) ( I - / I 1 \\ II \ \ \ INV. =8 \ \ / ` • \ \ \ I I/ \ \ III \,\\\ j1 1111\ \\ 9 \ \ \ \ \\ \ E \ TgR // / \\ II / \ \ INDUSTRIAL CONDOMINIUM 1314r,��4 M - - �� ' ` \ 111 \ 2 SNOW STORAGE \ AT REA `'M - 56 - - - - - - _ _ \4\ \ I 1 \ \ No SWAMPSCOTT ROAD / �%/ �j_-_-- �\�� \ ` a '-__ - -' _�= � / - '� � I I \\ \ \\ - SCALE: DATE: o // EXIST. EDGE OF PAVEMENT--�' \ 1 I \ \• \ p i / / /� / / \\ o ��� Z o �`� \ `��\� I \ \ \ \ 40 FT. TO AN INCH MAR-21, 1989 N 6O 32'25>t--, S \I / 782.84 \ -- / N/F CHELSEA INDUSTRY INC. \ \ \ ee009, \ \ \ \ 20 40 80 FEET 160 \ / \ \� � \ 3e •MET RS SALEM BUSINESS PARK S ITE PLAN OF LAND M \ MAYNARD PLASTICS SALEM , MASSACHUSETTS I \ \ \ Z SHEET NO. I OF T-T11 N0. 109000 FA - 109000S- 1 ---- - - -- -- - _ t