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440 HIGHLAND AVENUE - ZONING k 1 Highland Ave SPR�PD David Glassman Dept.11 RE: Rich's �. /9 5 i rI �`1 ^� �' 1� r Ti#U of 7ICin ln5 nrhusr##5 c C c: �lttnllin +!3nttr� w,Oml (Mie 'Z-;rzlrm 05rertt OCT B 9 so AN '85 DECISION FILE� CIT'{ F4t.MASS. October 4, 1985 SPECIAL PERMIT SITE PLAN REVIEW/BUSINESS PARK DEVELOPMENT Jerry's Department Store, Inc. 440 Highland Avenue Salem, MA. 01970 On Thursday, September 19, 1985, the Planning Board of the City of Salem held a public hearing regarding the application of Jerry's Department Store, 440 Highland Avenue, for a Special Permit under Section Q, .Buisness Park Development , and Section R, Site Plan Review, of the -Salem Zoning Ordinance. At a regularly scheduled meeting of the Planning Boad held on Thursday, October 3 , 1985, the Board voted, by a vote of six in favor, none opposed, to approve the application as complying with the requirements for the issuance of the Special Permit with the following conditions: 1 . All work shall conform to plan entitled, "Alterations and Additions to Rich' s Dept. Store, #' s 1-4, dated 8/1/85. d 2. Board of Health requirements: a. The design proposal concurs with the City Engineering Department and City Plumbing Inspector for Utility Tie—Ins for drinking water, sanitary waste (Sewage) , gas lines, and/or any other utility service. b. Prior to water service (drinking water) being put into service that it be tested for pressure and bacteria. C. Employ an acceptable method for removal of all construction debris and vegetation waste from site during construction. d. Employ an acceptable method for dust and street cleaning control during site construction. e. Employ an acceptable method of cleaning and maintaining the catch basins. f. Prior to site start—up and during site construction employ a licensed pest control firm for site evaluation and service with a copy of the service invoice sent to the Health Department. g. Employ an acceptable method or means for the holding and disposal of trash (rubbish) after site development with a copy of this method in writing sent to the Health Department. Page 2 — 3. The re—design of the sewer and drain lines shall be subject to the review and approval of the Engineering Department. 4. The location of an additional fire hydrant to serve the rear of the building shall be determined by the Fire Department. 5. Catch basins shall be cleaned a minimum of once a year. 6. All construction shall be conducted in accordance with the following conditions: a. No work shall commence before 7:00 a.m. on weekdays and 8:00 a.m. on Saturdays. No work shall continue beyond 5:00 p.m. No work shall be conducted on Sundays or holidays. Inside work of a quiet nature shall be permitted at other times. i b. All construction shall be carried out i8 accordance with the Rules and Regulations of the Planning Board. A Clerk of the Works shall be provided by the City at the expense of the developer as is deemed necessary by the Director of Public Services or the City Planner. _7. Proposed signage shall be subject to regulations set forth in City of Salem Sign Ordinance — Article I1, Chapter 3 of the Code of Ordinances, effective Dec. 31 , 1973. 8. Landscaping shall conform to plan entitled, "Landscape Plan, Rich' s Dept. Store", dated October 1 , 1985; drawn by Leonard E. Phillips, Jr. a. Shrub diameters shall be a minimum of 2 ' . Mature trees shall be a minimum caliper of 3". .b. Shrubs and trees shall be maintained in a healthy and thriving condition. Should these plantings not remain in a healthy and thriving condition, the responsibility for replacement shall be the owner or his successor in interest. c. Modifications of the landscape bordering the entrance driveway which may be mandated by other regulatory agencies will be subject to review by the Planning Department. 9. Substantial violation of these conditions shall result in the revocation of this permit by majority vote of the Planning Board. I hereby certify that a copy of this decision and plans have been filed with the City Clerk and copies are on file with the Planning Board. I — Page 3 — This Special Permit shall not take effect until a copy of the decision bearing the certification of the City Clerk that twenty 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 County Registry of Deeds and is indexed in the grantor index under the name of the owner of record or is recorded on the owner' s certificate of title. The fee for recording or registering shall be paid by the owner or applicant. Walter B. Power, III d Chairman, Planning Board Ronald S. Killian The Fafard Companies 2 February 1988 SALEM PLANNED UNIT DEVELOPMENT April 3. 1984 Special Permit Responses for Rich' s Department Stores II . A. After local residents urged the Planning Board at its July 2 , 1987 meeting to consider changing the "Walter' s Way" driveway requirement to a tree-lined sidewalk, the Salem Planning Department agreed to undertake a re-evaluation of the situation, based in part on the April 1987 Fay, Spofford & Thorndike traffic study. This review will determine which means of access would be most appropriate. B. We request a,waiver from the 30' height limitation under the PUD Special Permit to accommodate the planned Rich's building height of 36' . The Industrial ( I ) Zone permits a maximum of 45' , so the building will be within zoning limits . C. Parking requirements are met as follows for the building including possible future storage expansion of 52,655 SF: 1 . Office Space = 200 spaces 1 space per employee (200) 2. Warehouse Space 1 space per company vehicle (0) = 0 spaces 1 space per 2 employees (154) = 77 spaces 1 space per 1000 SF of non- storage GFA (44,000 SF) = 44 spaces TOTAL REQUIRED 321 spaces TOTAL PROPOSED 326 spaces ( including 6 handicapped) 3. Loading requirements: Required loading bays = ;NONE (wholesale and storage) Proposed loading bays = 62 bays D.E. The existing CVS building is 47,206 SF. The•'proposed Rich' s distribution/warehouse/building will be 302,300 SF. The total square footage of the two facilities . 349,506 SF, is within the PUD' s maximum GFA of 395.000 SF and Retail/Industrial use GFA ratio of .88. The possible future expansion of the Rich' s storage area by 52,655 SF, however, would bring the total GFA to 402, 161 SF. some 7161 SF over the Special Permit maximum. We therefore request a waiver of this condition to permit the construction of the main facility plus the expansion area. Rich' s officials then can rest assured that their operations will not be hampered in the future should the proposed expansion prove necessary to meet their long-term business objectives. With The Fafard Companies' ability to make the required 20 acres immediately available for this development. Rich' s Department Stores ' continued association with the City of Salem can be ensured. The scale of this one project, however, would eliminate any further development within the remaining PUD Special Permit area. This land would remain in an unproductive state under the existing PUD limitations, penalizing The Fafard Companies unfairly for its cooperation in this venture. The City also could stand to lose thousands of dollars in property tax revenue plus the loss of other associated revenues, commercial opportunities, and new jobs should this land remain undeveloped. We therefore respectfully request that the PUD Special Permit subsection II .D. be amended-to. permit a maximum of 550.000 SF gross floor area (402, 161 SF plus 147 .939 SF proposed for the remainder of the PUD site based on the "Highland Acres Planned Unit Development" plan by Peter Boghossian, dated November 15. 1983) and based on the same .88 GFA ratio required in Subsection II .E. We would appreciate this amendment request being treated in a manner so as not to interfere with the Rich' s approval process . The resolution of the total square footage permitted within the PUD can be addressed without affecting the current site plan review. E. The GFA ratio of .88 is not exceeded. 47 .206 SF retail =. 13 351 .655 SF non-retail F. N/A F1 . N/A G. Site plan and landscaping plan were filed February 3, 1988 in accordance with this subsection. No trails or open space accesses are desirable on this parcel. H. N/A H1 . N/A I . O.K. I1 . See PUD waiver requests II .B. and II .D. . E. J. 0.K. K. See waiver for requests for Subsections II .B. and II .D. , E. and amendment request for Subsections II .D. . E. L. General PDD site construction and a 47,000 square foot retail building with a parking area were .begun before April 3, 1986, as required under this subsection. M. N/A T0: Planning Board Members FR: Gerard Kavanaugh, City Planner RE: Public Hearing - Rich' s Distribution Center - Site Plan Review Special Permit This proposal involves the construction of a 301 ,500 square foot distribution center for Rich' s, located at the intersection of Traders Way and First Street. The warehouse is to be used as a central distribution center and office headquarters for the company' s twenty (20) Rich's Department Stores. The building will be constructed by the Fafard Companies on a 20 acre parcel which is part of Fafard's Planned Unit Development Special Permit, dated February 7, 1986. The Applicant ' s representative will present the plans to the Board for your review and discussion. J1416 1;�Ow �LIDW Tati CkIIAIS �s i3 JiL—T LAIVAS,tlWI IMA�EQViI,[— SJ,cI/ZI — �7AyR�` w�` 1�1✓�U cuupin�. �� � TA>i<l Joi-Rc.� Ov4�— 1'✓�,���-r,_ lir fT,Izi 4? ., L.ICrhT(4 6- — (t r 0 TO, A� T/1Z 77C I -.c <U�C✓L/Dl l w Ou S i TZ� — LZAi rOP 7-40CXT �� _ _____ _ _ _ _- -___`_-. T_ _ _ _ ---- -- - -- w _: z �. . ... ___ - _ -+r. _ e.. .. . x° .. -< .. ,. .-n r. r . nc.,nn ,.' r a ..a. ..;. .... �..r x v?_,�u,- ,."^'f .bm. ,. � , t. ". _ _ .. : , n .._- .. - _ • - _ - i ' , i ., - I - ., - I.;,:� i, 1. .. • . - - c. > i•;' - LEGEND ND . . - - . - p - a '.. ef f 111 . \r� 7 ,\\\ -, ._ 92 Proposed Contour . �2 ----1 Existing Contour . .r, / . \ \ � N . . 11. I 1 . \ I / _?_,Gx4 Prop. Spot Elevation 256x4 Exist. Spot Elevationli _ ,. t I N�1 _ t / - J/ . 1 /48 / ll N �� y Prop. Sevier M .H. Exist. Sewer V.H. \ \,-- .- � I . ► I i \ I Prop. --- \\ ��� \ `,\ . / 11 \\ \i, � . 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JERRY ' S DEPARTMENT ujJ E E STORES , INCu LL r D Q I DRAWING TITLE w o J C C FLOOR LL > B B PLANS 1 CL t'7 1 R DATE DRAWING NUMBER 12/18/87 .. 31 4 18 16 14 3 11 9 7 S 3 1 SCALE 1/32” = 1' - 0" LL LO ZVL%nlE1H(9U0F� � � IPLaK� � � SHEET 3 3 OF � JOB N0. 0 1117 • W f i 1 GLASSMAN ASSOCIATES, INC. 1211 Nghland ave.• p-o.box 0249, needham•ma 02192-0249 STANDARD DLTAIL �.SPECIF(CATIONS FOR CONTAINER ARCHITECTS AND ENGINEERS • GROWN 'P LAn►TSloc LEUNAR13 E- PHILLIPS el r 99 98 97 t. L ram= 7111 PLANT5 SHALL BE mEALT 1.1 q, PRUNING, OF PLANT5 5NAlL 6E PONE 95 VIC,OROURS ,'WELL RoCTEtD T3'r A; pERoN F.►LLLDIliTT11SWRK. EST FEfit, 10, SY, [••11111C=. rlii� 94 RC PRESENTATIVE OP THE SPECIES, 'Tt1E "L)NIN6 511ALL REMGVE - BROKEN, j I y 93 _ .TNE PLANTS SHALL 6E GROWN DEAD,OR tNJVR`r BRANGi1FS j PLDS 92 /kT A NURSER`( WITHIN 20C MILES .1/3 01= ALL bRANCNE5 ) IN ACCORD/WCE OF THE JO(!) SITE. ALL PLANTS WIT'FI AC_FFrF_D NuRSER`t MACTICE 91 SHALL 15E ESTABLISHED IN b 90 T11E CONTAINER IN WHICH A 4" HIGH MOUNID 'SNALL BE SPECIAL NOTES: 89 THE`q ARE SOLD. FORMED AROUND THE PLANTING 88 PIT TO FORM A SAUCER. ALL 1 . ABSOLUTELY NO BUILDING COMPONENT PLANTS 5HALL f1AVE THESAUCE R SHOWN ON THIS DRAWING SHALL BE 87 FLOODED TWIGS WITHIN TNt:f►RYT INCORPORATED INTO THE WORK UNTIL SHOP DRAWINGS, SAMPLES, BROCHURES OR 86 �- • MVLCN SF1All $E 4"DEEP' 2A HRS- AFTER PLANTIWi. OF WOODCHIPS OR OTHER OTHER SUBMITTALS CALLED FOR IN THE 85 T}tEREAFTER ,ALLPVWTS S+YULF�,E SPECIFICATIONS HAVE BEEN APPROVED BY ��!! gyp' n SUITABLE MATERLAL;'T41E V1►gTERED ''T}iOROUGHLY A-T LEA THE ARCHITECTOR ENGINEER. l� I T L -t I -621MULCH S+IA I,I 13E APPLIED / ONCE EAICJI WEEK FDR A PERIOD f 5ETWEEN TNE FIRST 2 . 83 / THE TECHNICAL SPECIFICATIONS CONTAIN 82 i& Ks ?i to �D 6J06r_T I�nLr- • p.Gt✓pZ RJ�jM 'fes 6LIL(5�`` T+IORDUC,N WATERINC�S7 OF 20 WEEKS. :: '� . MIN C•AL, MIN '1JC�1 C),G• b � � �_i-,� � PERTINENT, DETAILED INFORMATION ON I THE MATERIALS, FABRICATIONS AND 81 S INSTALLATION OF EACH BUILDING Oj'Z IZ.G?ID AI`�IIJR'M/'�•PI- LP�GItJtJ�I-/'� 3 COMPONENT. THE SPECIFICATIONS ARE A f 80 P� -1v zv U.G. 3"MII GAL. 7hF-DEPTH YARIESACWRDING - ALL BUT PEAT OK PAPCR MACHE' PART -OF THE CONTRACT DOCUMENTS AND M I I�, . 1P fP N, 79 I = MUST BE USED IN CONJUNCTION 'WITH THE 1- 40 R�?'O vow - 'rAxUS C LSPI O,&,-r<i 16R C-a-W W4V9_' 'TO THE SIZE OF T11f CfxrTAINER, CONTAINERS SHALL BE REMOVE D T8 N� .- ALL PL.ANT5 CONTAINERS DEPLAKi� 1 1 1 / COMPLETELY. THt'TOP 1. Of DRAWINGS. 24� �. �Il11ZS taCy �I r�.•C- � M11 N. 41 n,C, , WITHIN I" OF THE DEM I _ 1 ' PEAT OR PAPER NACNE'COK %R5 77 t9 CD(� ���n •11 b•� _ (l 3 . THIS DRAWING AND ACCOMPANYING r fURPL.5W=_Af WIQTV_C�- 5UnNyMUS Mr--TW461 (OL0124T� OF TNE 50tL IN SNE coCON- 1 _ W --+kLK REMOVED (THE SIDES SLI-T SPECIFICATIONS ARE THE PROPERTY OF 76 2YK. MIN Af6m ) MIN I2"Q.G• - TAINER. - i' OPEN IN 3 PLACES. THESE ZUTS GLASSMAN ASSOCIATES, INC. , AND ARE 75 _"T- Ill—to R1.1 "-' tHALL BE VEfkT10AL:(l-5LCM4 A$ NOT TO BE COPIED OR REUSED FOR ANY 74 #. TNE. CONTA►NCR. OTHER PROJECT. SITS LIGF•tTl'NC+ vA IE ACCORp cTO 73 t CONTAINER SIZE 72 70 71 THE BACKFILL MIXTURE SHALL I3E I PART PEAT f 3 PARTS LOAM, VE. 15MMLL SHALL ' C6E PLACED BENEATH, TNE PLANT € :FIRMED PRIDR TSD SETTING -M PLANT. 69 GRANULAR 20-4-8 OR A 16.6 •(6 PACKET Of MRTIWZEFt SHALL 13E PLACED 68 ❑ AEAR-Mt `COMTNN:R ASTNC RDDTS ARE 6LIN6 IE.ACKFILLF-D . 66 — - 65 64 63 I - 62 , 60 , t 59 58 57 r 56 55 54 53 ^ 52 Y _ y` .�` • rJTA PDR � DETAIL DVD Ssp EE ICATI ,rtS 51 / TR S ; 50 49 ! 48 47 � •''o- VAA 4645 � BAi.L44 / /4243 GUY W'RE . � r 1 40 GUYINC, PLAN 39 THE TkEE3 SKAt.L m•NtA4�N(IVI40K0us,4 38 _ WELLR00T'CD.TFEY SWILL BE µt.R$My t/ - 1 i 37 t�DOMILE�S,O Tk�E LP'R1:.JE a 51�£' TRuETt� , SPEUE�,. PRIJ►�tN6%KLL I'EVosic tD1riX QY 35 QErSONS, sviu D IN TV$WD".. PRUNN•IG 34 - ' ��P ��rJ61=T M�L� 3U I v.G JfLAIL RE�1OVE bR�o1cEN,DEAD OR I�►AM4ED 8RANCK15 E IN ACGORL1wew VIITH/ICGEMD 33 NURSERY PRNulc.�i 0 R iva 1/50FT w Tnmx 32 k Cl-M% MNCHES.CUTS&& 31 DIA. . 31 , 5MLL BE TREATED WITH T',,EC WOUND PNMT, ALL TREES 3HALL 15E WRAPrt[> ` • THE PRDTMTK 1106E SHALL 6E 2 PLY REIN"CFD WITH A WITTRPR-'of TREE WRAP 30 � DECihN i AT THE BASE OF ' 29 � 10LAC.K Rul�ER,�"DIA.S`LONG. THe VYIRI: Is . AM R SECA)RM t'�TWE N WOOD THE TREE �EXTErtDtHtq l.P 28 _ Zv 1 U.G. + E THE FIRST E SEcDN0 BR*" � • WITH MALL00ta CLAMPS_ �1RZKoROAER TO 5CT'WECN TI+E F r MUL0 AYPI-1 FIRST Tft bKW-*5 CHANC3© 40me� (ACUS'ETa p$t1N��t'T�It4�Le 27 THE TURN 8t1CKLE 5Mt1Ll H� C,AlV1aNiZCD t ' t�25/ cdt-N ew 'PE..w,d Tb M A M U R, MA,"0. 26 / MAV[ A 4y>" LENGTriW15r dPENw�c,,FITTI'D bETWEEri Tt10><OJ4N ERINGS 25 , ��30/ 9gaTE� IQ_Z51."DS_ .ADJUST.-COUwi I Wiflt SCRrwrrF'S. 1 24 / * ,,� �W •1} n.��i. q ll+E WYING CAELF 5W11/ I 1 Ig11 I -l a ��/ . ��\' II, I I. I' I• v t„ 15EA5-57VM�D,'�4"DIA.STE�L 1�rt�SII IIIA �y � , Q � �- jlfg6ioNS 23 y r\ 'T CA SCCtJR.EU AT LOTH � =111L'' ENDS vvrN MAUxna CAMPS. ARIE'5 ACCORpc -u N° DATE DESCRIPTION 22 •q : THE BURLAP{9,7ft`. ,,r. - •1 r MIN. 70 CALL SIZE 1 SNAIL BE CUt c REVISIONS . 21 / WI4ITt SMV"ORS FZA6C,MG TAPE I 20 1 1' LX4TIED "cm T1117 'S4+A LL D E SECURE D ON AIL t;UY IM RE'S. PROJECT TNE BACA11LL MIXTURE FOK ALL1T.Et5 9NALL BE - 19 N ♦ A I PART PEAT t 2PA S LOAM TifEf+AaFILL 11 1�" MIN I I I T>� °F��LL ALTERATIONS $L ADDITIONS , '1 1 THE DMK VARIE 5 MIX1"URE SHALL $E PUKED �COMPAC'TtD ' 18 �t 1. 1 - 1 ? I I ACCORDING To''NE TO -PAI TSD S't'fLf.P�$ . _ 17 � PRIOR To zETTiN( THE TREE. ,�u� PALL SIZE. 16 � DONCMEAL t' 20.4.9 fMTIL,ZER SItALt U •S?RTAD EVNLY A 4' HIGH .MOUNE) SHALL ISE FORMED RICH'S DEPT. STOR 15 _ + -- WIN s 'p,G, - . /+ROUND THE TREE PIT AT T►'f: t�J11`E OF 'ht?OUND pt"R INCh AROUftiD 1(HE TREf PIT TO MAKC A S4UCCR . r -_— GI�mNO CC�Vm _ OF G1UPt"it. ?HE BACKFILL MIXT'UaE SNALL'T1iEN t�E' ALL SAUCERS 54•iR1LL $E FLOODED WITH r .. 14 gQt. stet- eti6lb PLACED; ,�,FIfkM1 D ARo�ND ,TIIE ISALL WATMjrW1ICE.wm41N 24Na.ArtERPLNM4G. HIGHLAND AVE. SALEM MA. 1 ' 13 THEREAF'TE�t ,THE TKEE5 SHALL bE , - 12 )< '? TNGROUC,II(Y WAT�tfD AT LEAST ONCE DRAWING I G I T L E 0 N T lz EAG( WEEK UNLESS THE 501L I5 FKO�'Eti ' 15 a . � * .z r LANDSCAPE PLAN t 8 TO t2 ���it� 3C�- 4't i-t l vN AXI STING A�f,m\,I1 TAS - - - - ' SGiZE�N ZO . ±,441G�•I 7 � . 6 5 r , `7 ; 4 4 DATE DRAWING NUMBER 1a 0:7 8� 2 %• -:- . _ SCALE I TBR ' • LEI=�{O.OI •, o e OVER- a LANDSCAPE PLAN AUDf T _ SHEET /o .LAY DATE `._ I 40 _ N ORT ,: o F45 , JOB N0. W _ 1013 y _ r � _ _ . LANDSCAPE SCHEDULE HIGH 4 � /Q_1 LEGEND F� -Bl� E BOTANICAL NAME QUANTIT SIZE SPACIING PLANTING �/ �, 92 SHADE T E /F Q \\\\ 92 Proposed Contour Existing Contour RES � U) \t \\\ �'. , WASHINGTON CRATAEGUS 24 3'/2"- 4'I AS SHOWN BALLa BURLAP �o'� W / \, ) I / x4 Prop. Spot Elevation 256x4 Exist. Spot Elevation \i HAWTHORNE PHAENOPYRUM CAL. SEE DETAIL � 48\ 1 N) / Prop. Sewer M .H. -*- Exist. Sewer M.H. \ ` Prop. Drain F H. - --O- - Exist. Drain M.N. LITTLELEAF TILIA CORDATA 24 LINDEN o/ / / NORWAY MAPLE ACER PLATANOIDES 24 T 71 - Locus � \, \`', 11 -� 4P Prop. C.B -_0- Exist. \ I \ P C. B 0 EUROPEAN MOUNTAIN SORBUS AUCUPARIA 9 2�/2 -3 /2" - % I 1 \ \ , \cp, ASH CAL. '\ I � \ ` \ � Prop. :iign Unit En;r-oncc W A;L50PV1TaE 74ZiA OMM - ' 138 101-12' HT. 4Ac \\ \` l - fRS \- �n Prop.Water Line _% ' ,% •" I_.n Nf \\\ /, I Frop dater Lir' - Exist 1,�c r Lir, . 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I I ! � i� \ \\\\\\ \ \\\ \�\ �`�= �\ '� A \� ,' \ \\�\\ \\ \\ \\\ �, \ _-- 1 IIII 11\ \\ II \ / \ /4� /4 /Q I \ \ 1 \\ \\ \\ �� -- - - _ / \ \I \\ \1\ \ M OM \ \ \ \ 1 1 \' lI I I I \ Vl "\ \ \ \\ \ \ \ �� \\\\ ) - - - ) \\\\ \ \ -- �� --� \\ I II II \ \\ \1) r /, �\�6 8 - - ��\ \ \ I \ \ \�-// ' `\�\ '// I I II I III \ J " C\j n /_ \`\ \ \\ '\ 1\ , I II I i11 1 /V1 � \\ \\ \ \ \\ \\ \\ \\ �\ \� / - 1\ \\'\ \-��� ��_ _1\ \ \ II II 1 \ \\ I --- :\ \ \ \ k / \ \ \ // /- - - 11� // / / I I,e 11r I IIII 1 I a 1 \ \ \.\\ 1 , I I \ ►I W Q\ \ \ \ - - -- --- -- - -__ _ _ _ I 0 \ __� .� 1j, , 111 \ \ \' 8 \\\ `\ `t' I 1\` \ I II\ 1\ /N\ �\ \ \ \ \ \\\ \\ \ \\, �• / - - - - --- - =� _. - _ - - - / _ --_-- ' \ - - - +- +, / �� \ / ,- -11 / / /%�` / / /�/ 1 11 1 ' / ��` \\\ ` \ I 1 / / \ _ \_�\ \\ \ \ \\ \ \ \�\ \��\\ �\ L --'- - - - `-_� -- -- -�\ I _ --- - //' I / /I �/ \�� �\ _ \ \ / \ \ \ \\ / / / / /� / /, I I I N , 1, I ` \ � ���\ \\ \\ �\ ' \ �6,�� \\ \ \\ \ \ \ \ - _ _ _ -- - --------- -- =_ - --`---- - - _�_; -� �/�� , ,- \ \ \ \ /'\ \ l / l \ / / / 1 11 1 1 1 I I \\ \\\ \\ \\\ \ / \\ _�-\\\ \ \ \ - \i - _ ---- --_----- - --- ____ -- _ � - ___ _ -- / II / / 1 I / \ Q - \\ \� \\ \ \ Q\ \\ \ \ \\ --���� -- -----__-_-_-_--__-_-_-_-_ �- - - -------- ---_ _- - _" '' / " HIGH A D p LEGEND A' Q Q Q \ 92 Proposed Contour 92 Existing Contour r\, G� a� 256x4 Prop. Spot Elevation 6x4 Exist. Spot Elevation Q Prop. Sewer M .H. 1 - Exist. Sewer M. N. FSR � Prop. Drain kl. H. - --{J-- Exist. Drain M,H. o c us Pro C.8 --0-- r Prop. Exist. B r� r �. ^ Prop. 3ign Unit Entranr_e wa4"f Rs c�F� \\, v� o Water Line Prop Water Li-1--- X _, .� �•,,, t_,np Exist. Water Li,, ; Traffic Flow /-�"' Fiow Arrow LOCUS MA N/F N/F N/F FF�c N/F r - C �o�� o` 140 P �` I ,��� / Water Gcte SALVATORE 81 SPINALE O SALVATORE 81 SPINALE BISEGNA SPENCE / :It Fenn r P �fED o 1,114 -T NO SCALE � •�, � \ I `\\ i�/ � 0 � ��• lam'" C^ Gj� (. GP N G .r -o4 P. 1. Valve 1 - Dom- d - r.x. 1 �Q� 3 I , r y ` r.-14��.U5 - - 'O N - \ II \\ -P(�,D�I � ro- .34 `j Handicapped S w fjR' O,kNN r pP ace p / S gn �L - Ate' �3` N53° --57- \ PRO '_ �Xlsr oMH For Hardicopped Perking 1lrtly - �----r 27 3.2 P 12 z 8 \ 7 139,81 1 ; ' / I ,� \�ANDTAPPGArELE�fIE R-134114(12 IN) V �}L�4lbiG� E �N59°-50�-22 E - N61°-23-0 E } \ I =125.93 36,N �P p z+�'1� 1 =126.11(36'OUT) 2=154.�1f Zos' - S = 1 I= EX� I S 5 S 14S ,�►) ( VP� SE 4 H�TRAILER STORAGE R 37 C, 1 03c ( O UT) NOTE p \ '° I� s; \ 1 : 1 RIP RAP SLOPES AROUND PROPERTY PERIMETER G� G � \` EXCEPT WHERE LEDGE IS ENCOUNTERED THEN G$- C'V =153. /zn_ G. \ \\ \09\ tz= 1s3.� �t'�=153•,0 EXPOSED LEDGE FACE IS PROPOSED. I`IB•�� 1tt 1 lN`/ I I� 2 - I = 1.� I J Oe�4/n� ��4'- s_ �'�/P 1 �' i� \ / 1Z f dp 8 (2C P N lug' - .O 15 _ 15 I ` AA-I \ / CONSTRUCTION NOTES '� 11 F�iP �/ - � ter/ I ra2�4IN hyo - 5' rz-153•L - t5�•1' - � �/� � r \� \ � I . Na bales to be lac \ Y placed as shown on plan prior to any other construction V>M I-i -G+ Zss - 5 = ,c�o5 / �M1,� - - * q7 ✓ VMkt-4 i !°>-�' - H on site. „ 1 - I I�,�rJl 8'G�DI WATER MAIN = 141 33✓c t2"INS �=153• } �► S`�w t M1N-3 2. Bales shall be placed at the toe of a slope or on the contour and in a t = ►4 SC►b rr,/) Ci 1 �t I?_- �_ I . !A-b31, row with ends tightly abutting the ad acent bales. 1 = 14'!.83 v' N , � � - 183CZ4 ;a�.B3 " �- 1 = 147 Cl3!'o�"Otter) 4 - 3. Each bale shall be embedded in the soil a minimum of (4) inches and II= 145•s3c.3�"o�r� I � . .. 51+N -7_r C) � 1-14�'►0 2�' 44 /� F� \ `•; . , placed so the bindings are horizontal. 1 (� Ot a- i>1tom_ I r± t ' Bales shall be securely anchored in place by either two stakes or re-bars 05 4 _ _ ___ driven through the bale. The first stake in each bale shall be driven - �1 �l� toward the previously laid bale at an angle to force the bales together. +� - 2 Pl / Starves shall be driven flush with the bale. 1 / DD ~ -- /'� ! J Q CX.'ST SM1i e. , „ - , � / v P �e� �?= 30.76 5. Inspection shall be frequent and repair/replacement - DD DD DD DD DD D► DOM.w ERP-.'N,1h P shall be made promptly C �C DD DD DD DD 628 10 D ' �s`: I !_'248 (OUT) as needed. y NO / 1I. Bales shall be removed when they have served their usefulness so as not to black or impede storm flow or drainage. 1' I \, Z � _ 1. ,111 disturbed areas to be re-established with ground cover and/or i 3 h .� \ stabilized to prevent erosion. -BUTT E34LES TOvETH - %, x PROPOSED BIUILDING AA-2 �I LZ L EXIST. DMH h{fl) 4 lu < FOOTPRINT = 209 300i SF. T, \ _125.65 2-2"s2"a 3' STAKES EAC►+ BALE Of? 16.62 LOADING ZONE - AA- �sM I 116.54 EOUIWLENT SAPLINGS --� o = TOTAL BUILDING AREA = 301 ,500 :11: SF AA 2 / 0 � W FINISH FLOOR ELEVATION = 160. 0i p MH -2 �� I cV \, .'.II •r1 ' �•.\��11 ►' . \fir O I - N 158.0 \ / '3' 1. ', • �, I '. . .• ,.\�� Ii;: ,-,.�` 186t_61t --� -- -1= 149.a>n- - / ` ,�� \ R-123..1B ! I-- -�4 1 I - V - - - - - / (OUT) U U �1 - V (J ---- ----- Q .S \ i C) - 140T TO SCALE rye/ � •r:.Y BALE �V I/ - O i 114 \O� X20 - 2171 611 DD DD OZ DD DD - i� t I �-Sa O KCt TPsic-� �rG 0 --- -- --- c _-z --- \�j I o a w d N A -I tT� No� 00 6C-6 Ic- E PROPOSED EXPANSION AREA lso.�� '� _ - g � _ N ► � ,It:�� I �� -- --- t _ "(t,� I�M N- I A' 0 s -- o Lct�rn = 1211 Qts+tJ -�� - - - 0 dl Oma/ u 1 s 1=113.c n i 11 i Q N / --- - O Gia-10 Z=153.x; yP� tz= 155.rs 8 Q- 1 = 1 A•1.( 0?,"W) /�p.J.r- 2, QO2 0 -�_ 1�SI. I z 1 ' X50 b�N -t> �t3-Ir 4r2 / x AA-I ) �= ISL.a} �•= I .g g /.96/57(9 06 r Ip L�L AA-I I O ° 410 - 10 pt - s ``� t2M N - 7 0 ♦ n `7 Its P 2 c .00 / _ ^ -_ t t A-o C N� btJA �' , , ZIO �I ,r G 2�� 300'- M u tJ lI 19C f I1 I 1 04.09 i OU.98 97.89 DRA r�-r CSB-13 14' D M f°I -I C7 1�=1�.3� 2=(31.'7 t r- f!31 .3± I 9 / �/� EXIST 12�.5 ���� R-108.21 ' -104.3! g > 14v.3 + /ij PROPOSED STAKED 1 = 14,t oCrVii6!) ! / - 1 HAY BALES - I = 4r.5o c1►/� - / 74 . 61-09, - -_ _- T - -bl.y9 - - . LCL _ ?7�� TE. _.,,gip, �, _. .. -�- .' + A MAIN "� - *R =�50. -J6' RCP RA\% EXIST DMH = 14�OU OG .k _ ' STK 1 'S RC 08 ' DRAIN / DRAIN R=I 33 �/- _ - __ -- _ - 114 - - - pR 11N , DRAT - -- _ Ir-�'1 a - - WATER MAlly 116 - I�pIK z --- - - -- Fj�Q - =-- ---" at E 92 r� _._______.- - _-'""T_ - �L 1` 1. _SE tyE - - x STf.01AH S LN ''C ^-- - -- N o�, �- h o o _ �`� -- ` - =S J' �-_ _ - o z5-oo" _ sE E -- - �1 HAL ER Q �C' - �- o s>.22 V O SI �`ET -- - -105 47 f RCP SEWER_ �--� ' _ x _T CB , -1°418`' II RICH S DISTRIBUTION CENTER II �o _ 4xsTsMH S ITE PLAN �.4 , _. I R IC1.66 r EVST SMH f IN SALEM PLANNING BOARD LIGHTING FIXTURE SCHEDULE SALEM , MASS. USE SCHEDULE AA-I-3o POLE WITH -1 400 WATT ---- H.P.S. "CUT OFF' LUMINAIRE SHOE 11 1 ZONING ' -� BOX TYPE BRONZE. F n1 t=k )vE1� F��: _.nTE _ - -- __-- - - - _ WHA L ERS SCALE • 1 = 40 DATE FEBRUARY 2, 1966 i a AA 2 30 POLE WITH 2400 WATT ANE H.PS. "CUTOFF"LUMINAIRES SHOE THE FAFAR D COMPANIES Sl18MiT TAIL _ _ BOX TYPE BRONZE :.or AREA 40,000 2o�ACRES 290 ELIOT STREET BLDG. COVERAGE 45 % M.AX. _ 30 % DD-WALL MOUNTED, 150 WATT �---"- -- - -" - ASHLAND, MA '`.CADING BAYS NONE 62 CUT OFF LUMINAIRE j OPEN SPACE- NONE 32 % J 40 20 0 40 80 120 DRWN BY; CMM - CHKD BY : I PARKING 321 326 _ DAT E� ! INCLUDES 6 HANDICAPo M SHEET OF FA 1047-10- SI