Loading...
50 TRADERS WAY - ZONING (2) F 1 F v A OWL _ e n` - � � � �_ r ,w i I o.�,tiw M1 QlYtu of cClPltt� �'�tt55c�C�T1T5Ptt5 w:�� � < �3lttuning 3nttra �°°m4�'" Cine �tt1em (green DECISION The Fafard Companies 290 Eliot Street Ashland, MA 01027 At a regularly scheduled meeting of the Planning Board held on September 28, 1989, the Board voted by a vote of five in favor, none opposed, to approve the construction of Somerville Lumber, subject to the following conditions: RE: SOMERVILLE LUMBER 1. Conformance with Plan Work shall conform to plan entitled "Site Plan of Land, and Landscape and Snow Storage Plan, Highlander Plaza", dated June 9, 1989, revised September 25, 1989. 2. Curbing Sloped granite curbing shall be installed as shown on approved plan dated June 9, 1989, revised September 25, 1989. Vertical granite curbing shall be installed at intersections with Traders Way, as shown on approved plan dated June 9, 1989, revised September 25, 1989. 3. Landscaping a. Plant two (2) rows of arborvitae, 8' on center along fire lane on the First Street side of the Somerville Lumber building. With the earthen berm, a 10' high barrier will be provided in front of the 8' high chain link security fence. b. Plant one row of 5'-6' high white pine along the south side of the arborvitae, 8' on center. C. Plant clusters of three 5'-6' white pines per cluster along south - facing slope, locations to be field determined. -►d. Plant twenty-seven (27) , 3z"-4" caliper Norway Maples, 40' on center along First Street, including area between detention basin and street. e. Plant 8' white pine and/or arborvitae along detention basin fence. f. Plant a variety of vines and shrubs along south facing slope as listed on the landscaping plan, including euonymus and juniper, locations to be field determined. / g. Maintenance of landscape vegetation shall be the responsibility of the developer, his successors or assigns . h. After such landscaping is completed, the developer will add further landscaping if such is requested by the Planning Board or City Planner. 4. Lighting a. Lighting shall be installed as shown on approved plan. b. All non—security lighting in the Somerville Lumber parking area shall be turned off at 10:00 p.m. C. Every other security light located on the building's's First Street side shall be turned off at 10:00 p.m. d. After installation, lighting shall be reviewed by the Planning Department , prior to issuance of Certificate of Occupancy. 5. Maintenance Refuse removal, road and ground maintenance, and snow removal shall be the responsibility of the developer, his successors or assigns. 6. Delivery Hours Delivery trucks shall not leave Somerville Lumber after 12:00 p.m. on Saturdays, except in the case of an emergency delivery. 7. Warehouse Access Somerville Lumber shall post a sign at the interior warehouse entrance stating "Customers Not Permitted In Warehouse — Please See A Salesperson". 8. Traffic The Fafard Companies and Somerville Lumber shall undertake the following measures to reduce the chance of delivery trucks using First Street while traveling to and from Somerville lumber: a. Reduce right turn radius of driveway at Traders Way from 30' to 10' . b. Post "Left Turn Only" sign on guard shack, which states:"Notice--All trucks must exit left onto Traders Way to Route 107. Your cooperation is welcome. Thank you. Somerville Lumber. I i i C. Somerville Lumber shall send a Letter to all delivery truck employees instructing them to use Highland Avenue and not First Street when making deliveries . d. Somerville Lumber shall send a letter to all vendors indicating the proper Route 107-oriented route. The letter shall receive Planning Department approval prior to mailing. 9. PUD Special Permit All applicable conditions set forth in the Planned Unit Development Special Permit dated March 15, 1984, shall be strictly adhered to. 10. Construction Practices All construction shall be carried out in accordance with the following conditions: a. Construction and blasting. Operating or permitting the operation of any tools or equipment used in construction or demolition work between the hours of 5:00 p.m. and 8:00 a.m. the following day on weekdays or at any time on Sundays or holidays (such that the sound therefrom creates a noise disturbance across a residential real property boundary) or the operation of drilling and/or blasting equipment used in construction, reconstruction, repair, or demolition work between the hours of 5:00 p.m. and 8:00 a.m. the following day on weekdays or at any time on Saturdays, Sundays, or holidays except for emergency work of public service utilities, or by special variance issued by the Building Inspector pursuant to the Salem Code of Ordinances, and notification of same to the Police Department. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction of the entire project. c. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on roadways as they leave the site. 11. Violations Violations of any conditions shall result in revocation of this approval by the Planning Board. R450 l + 146 ,LEGEND 144 .-.--� RESOURCE AREA 100' BUFFER ZONE FENCE p EXISTING SEWER MANHOLE 142 PROPOSED SEWER MANHOLE .. 0 EXISTING DRAIN MANHOLE 0 PROPOSED DRAIN MANHOLE \ 'p EXISTING CATCH BASIN 1 p PROPOSED CATCH BASIN - - EXISTING LIGHT POLE PROPOSED LIGHT POLE p— POST INDICATOR VALVE ..� EXISTING HYDRANT 4., PROPOSED HYDRANT — 1 _ e EXISTING WATER GATE pQ PROPOSED WATER GATEt11�11 III,Innn k - -- o I fr I _-- EXISTING SEWER LINE v I % PH --- , PROPOSED SEWER LINE � I I l•. ,aS — 18'r to EXISTING DRAIN LINE ls•.,, _._. D — PROPOSED DRAIN LINE o / X44 ---- WATER LINE EXISTING WI--- PROPOSED WATER LINE I -N 2�f ' '•••. ,j 1 ; X000 == EXISTING GRADES EXIST. DMH 80 i \ •.,, � r R=140.9 p PROPOSED GRADES 1=137.00(IN) \ /46 f ANDICAPPED PARKING SPACE 1=135.C16(OUT) H I ® \\ \ I 1 I t \ 1 Q � \ PROPERTY LINE / , EXIST. CBIS ` f `�� \������ ro M j pO`SED \ 1 STONE WALL R=140.7 `" X BLDG. r \ 137.40 \ \ \ ® HANDICAP ACCESS RAMP \ _ o v II �4 000 4430 ENTRANCE 8 8- S. )4 PROP6x12 9 0�T) 3j621TS8V /:i00(/N) 10tou + •'c \\ \\11\\ , a , l I W 7 6" I I N 00 I \ I \ 2 -_ \ co ��� A 1\ �` f �T \\ 1 \ 1 \h2 /Tp \� EXIST. SMH I I �iR i \ER 6 \ I R=146.1 - 6,.-pwC \ E �ERVICe 1 1=139.00 V50"ER S 02 �. /_�EVYER SE\N / RP RO /=142 000 N \ 1 \ � p , � \ V I 1 O W \ J LL 10 I 1 Q � 1 O it � Q 80' r` l�k i IIIIIt1111111 111111/11 11111111111111111111111111111111111111111 11111111111111/t i \ I \ I � 1 I 1 1 I I \ (- -- --1-44---- --1 I W 1 1 I � "MATT GARRETTS' • f \\\ \� ice/ � USE SCHEDULE----- ZONING — ___'� SITE PLAN OF LAN© REQUIRED SHOWN i LOT AREA 40,000 3.70 ACRES HIGHLANDER PLAZA j BLDG. COVERAGE 45 % 15% t A{ LOADING BAYS NONE NONE t 11�� /� OPEN SPACE NONE 32% SA LEMA. 4 PARKING 128 128 F SCALE s 1 - $0' DATE: 9 JUNE 1989 THE• FAFARD COMPANIES 290 ELIOT STREET ' ASHLAND, MASS. 40 20 0 40 80 120 HIGHLAND P� LEGEND O QV�N�F •--♦ RESOURCE AREA 0 -- -- 1001 BUFFER ZONE Q�G� x- c-x SILTATION CONTROL P� � \ 0 EXISTING SEWER MANHOLE \ s ® PROPOSED SEWER MANHOLE TRF � \ O EXISTING DRAIN MANHOLE RXIST 3H Exlsr. DMH (D PROPOSED DRAIN MANHOLE w&4Ct. R=n0.04 O EXISTING CATCH BASIN <q V s PROPOSED CATCH BASIN _ 1=106.22 1=105,47 EXIST.CB EXIST. CB EXIST SMH / 1=104.85 R=109,87 R=109.75 EXIST SMH EXISTING LIGHT POLE LOCUS MAP 1 108.74 1=106.32 1=106.22 R=110.66 1 = 56 103.74 2/ � J ►=1o4s8 - - PROPOSED LIGHT POLE N.T.S. EXIST SMH p- POST INDICATOR VALVE - I R=02.29 -� EXISTING HYDRANT EXIST CB `v/ ® - / --�_ �/ I;105.26 R=108-211" - -- PROPOSED HYDRANT I 104.31 n, ' / \ • EXISTING WATER GATE S440-1 -57 W- - �� � • PROPOSED WATER GATE R=10409 ��' f -/ \ \ I=10409 \ 1770 \ , EXISTING SEWER LINE 1=97.89 - .-��..-ice i� -``\ - _` - --- EXIST.CB / " lb °' _,_ ______�' -- - -- 9°-15'_ _ �I - S- PROPOSED SEWER LINE R=108.28 / / �\ . 00` EXISTING DRAIN LINE -------�%> //^�\\ 1� \ 0.00 \ / EXIST SMH - D - PROPOSED DRAIN LINE 113.47 '=105.80 ---- EXISTING WATER LINE \\ \ 280 \ \ - W- PROPOSED WATER LINE ./ // \\\`=�=-` `-=1_ \\\ \\ \\ � ---i// \ \ ^�� _ \ \\ \ �\ \® ---000 EXISTING GRADES ��\ \ \ \ \ O PROPOSED GRADES - - - H HANDICAPPED PARKING SPACE °/ c_y / ////f '--� `�fi /� _ \ `\\ \ '� - \�\\\ \\\ 120lilt \ \ \\ \ \ © HANDICAPPED PARKING SIGN( PROPERTY LINE It \ \\ \ STONE WALL \� HANbICAP ACCESS RAMP a 1 I(I I 1 111 \ I 1 1 2r _ _ `_-^ \ \ \. ,' / \ \ \ � I 1 \ \\ \ ► \ \ ` \ _ �, ` pIl I ► 1 � `� 1\ I ' i --- -- `\ ', // ' \I 11 I i \I lilt I\ \\ \\ \� \ \\\ / \ o ENTRANCE EXIST. SMH S \ R 112.5 \\ \ / ✓ \ \ \ \\ \ \ \ EXIST. SMH r 1=104.63 r' I 1 1 / , \ / I / / I I I \\ \ \ \ R=112.71 e-` EXIST. DMH \\\ R=m.'79 f 1 ; ll� I ( Il I 1 1 I \\ , \ \ \ -•-_ \ I �X \ I \ 1 ��3� `=���\\\ \`:\ `\ \\\\` 1=106.74 I I 111 I I 11 1 1 \ I ► � R �e• ` \ ---- i I � , 1 �\ \ I t I \0M OF ��+,, N. __ _ _ - EXIST CB I 1 / I � 1 \ I I 1 \ 48 I I I k �- `"LO •�•\ \ --_ \ R=117.79 1 / , I / I I l I \ I I I \ \ \ k \ % \\\\ \ \\ \\\ / /��-\ �� J R=110.3 1:111.79 I l \\ \ I I \ \ \ TOp\ \ Ex1sr. 2B fir 16 / ' Il 3 I „ \ \ \ Op \ \ \ \ \ \ \ J1 III \\\\ $o\\ \ \ \ \ RX110.53 �1 1 // ' ��h e- \ \ \ \\ \ \ 1 ./ \ \\ \ DMH \ \ EXIST CB a I 1 u 1 I 1 II \\\ \ 1 I \ 1 I ' 9X9 1 •\ CDT \ x \ 1 \_ - \\\ \ \�\ -��\ �I/1 �/ \ \ 00 00'\ \ \ , \ �► 1 I \\ 0 \ I \\ x r- \\ \\\\ 1 Jam/ \\� r/ O `Oa.� \ \ / 1 \ 111 \ \ / \ 1 / \ \ \ \ \ � - .3 O \ \ R=110.28 EXIST.DMH. ._._ I I \ � I © / �\ \\ �� k --�1_ _\\`�_��_ \ `\QQ.��y,, � \\\ \ R=118.10 I 1 1 1 11 1 `1`\ I I �/ / \\\ / \ ���\ `�\ �� "' �� \� _ :\\ � ��\� 1 / EXIST. QMH 1=111.82 EXIST.CB I ` 1 I 111 11 1 \ \ ,� 1 ` _ ���_�=� ` - -___ -_���� \ \ \ \ \ \ \ R=99.11 1=111.6a p 1 1 1 11 1111 \ - �` \ \ 4 // _ # \\ \ \ 1=110.79 R=117.97 ��= ==� � ` � � � \ \\\\\ � ' �1 \ \ // 1=93.44 1 \ / i �� �___ \ I=113.21 O l 1 ) \ I \ / / �\ \� � \ \ \ \ \_ \ 1=108.46 I f� t % I III III I \ \ \ \\ \ \ \\ \�� '_ \ d' l 111 I/ I 5- ca l I i I I /► I R \ ,- I ° 1 ^�\ ` \ / / , III / // �' --_It \\ \ \\ \ \\ - \ \�\\ %� EXIST( , / EXIST 6 MH / I \ J 1 / , \6 � � \\ \\\ \ \ \ \ \\\ \\ \\\\ 8 / \ .�, = I 62 \ \ 1 2 �, --__ / .'- J �I I J S , 1 111 / �_ \ \ O \ \ \\\�� \\�\ \ \ •\ \\\\\\\\\\\ ( EXIST. c.6. M 1 \ I \ \ / / ' \I I to / I \ \ \ \ �� \\ \ \ \�\ \ \ \ \ \ \ c0 // / Il \ \ \ \ \ \\ \ \\ \ \ \ \\\\ \� R=93.58 I // \ \ -k \ \ \\ \ \ \ EXIST SMH 1 \\ \ \ \ 1 \ � I I/b m \ �/ / /t \ \\\ \ \ \ / \ 28 / \ EXIST. DMH �y \/0 \ �\ R=123.48 O \ 6, \ \ 1 \ \ ��. 1 � I I r� / / /I \\ \ \ � ��\\\ \ �\\� ��\ \ \ \ \ \\\\ \\ \� \ / \ \ . \ \ / R=87.61 I =117.08 . _ / -- / ° �q- / /� \\ \\ \ \ \\ \\ \\\\ � � EXIST. C.B. • D (I �Y\ C \ \ \ �� \\ \ � -- - `\ `\\ \ \ 1=84.47 15 a EXIST DMH \\\� \ ` \ - \ \ \ \\_ / �9 \ - \\�\ \ \ \ \ Rx8712 IST B. --_ _- / /t \\ \ \ \ \\ \ =116.62 \ / \\\\\ I=116.54 \\ ` \Zi,\\ \ \ \\ / �� 00, / \ s/ 00 S �. 170 \ \\ \ \ � \\ \\ \\ \\\ 9_ 400, /� / / / / \ / / / / 611)1 1 \\ \ 1111 \ \\\ 1111\ \\\ 1111 \ \\\ III --- r s. \ 146 1 / / ( C �\ I \\ I I / '� i 11 - / /\ 1111\ \\ I I 1 \I 1111\ \\ \ \ \\\�\\\\\\\ I I // / / // _ \•�g/ �' \ \ \\ I I 1 \\ \ \ \\\ \\\ \ _ ° :� I, _ I \ / Y e / \ \ I ,� \ 1 \ \ \ ► li , // �\ \\ \I I I \ \�\ \ \\ \�\\��\\ \7011 /� I 1 \ 0-91 -28-� \ 43' I I� \ 1111 5 X \\ 4 1 \ II \\ \�� \�-'-\ O \ \ \ I \\ \ \\ \ \ \ R=30.00 EXIST. SMH I \ 1111 \� -^ �8'/ J/ t / `��.� _ `\ \�_-\ /� I I I I I ° \ \ \ \\ I I \ \ \ \ \ \\ \\ \\ I I I EXIST. C.B• _ / / r 1 3 \\\ \ \ \ \ I 1 I \ �\ \ \ \ \�\ \ \\\ I I I I \ \\L=47.90' R=87.28 R=130.78 I=129.87 ►=83.45 1=122.48 0' \ ! •-- ' / \ \ / \\\ \ I I I I \ \�\�\ \ \ EXIST. CB F. \ / _ I Q / 1 ( I I I 111 \ \ �-,\ I � // / / X \ \ \ I \ \• R_131.51 \ / / I / �T �[J I \ \ I / 1 \�� 1 -127.22 � x Q -�� / ` 14$� / / 1 / !o I I j I I I i \ 1 1 1 \ ( I I I 1\I \ ( I \ \ l l -_. ` / / \� / 1 I III I I t \1 1 \ I // ))I � I11 4 I O � \ \ / / / /i / \ EXIST DMH WB 1=127.04 100, cn I I \ / 8\, I C� \ � \ \ is \ / I % I F/RF / c.� 1-7 Il 11 w 28ll 1 =126.27 / / \ Z o \ cbR� Q / / / I l ►. \ , 1=124.06 / /C 4 c \ \ \ x \ F 1=121.65 /t R=131.59 Tui % \o // / / / I 11 EXIST. CB r \� �o / C. / / / / / / I =126.65 Oroa -m _ \ \\000 Ar V � 90 w / / 7 \ I / / / / // / / / // J 1 \ \\ O PROP / --- 7 �� / I N _ 12 X8 \ \_= "\ / 1 1 k \15 , I Co \88 TS av 1 / - - _ I I - (_ // \ , QcTO/� 1301 ° / \ I Pq 0_ / /� _ I , / r EXIST. \ S O s�. I / I C8 I \ /�� / 1 , / / 2d// / 1 I / / _ / I I I I / II // II I I 1 \ R=137.87 nnunnn� 3 1 1 1 // I / 1 1 k o 1111 II I I / II Ill I 1 1 1 I I O 1=138.36 �nnn gnu gnu..►n k I \ / 1 \ •` - CB J I��'' s. �C - x 1 I \ Q I / I I \ ' ' i' / I 1 I I I / ,/ / / III I I ► I // // /// / / / / /� / / I i ,0 �• R / ,,�� .0 sE �,� / I 1 , � � 8" I I ) 1 I / x Q I I I I 1 / � / / / / / // / / / / / \ 1C� J / P .,,,�,.," \ \ 1 \ 3 _ _ I it ( / ALO./ 1 I 1 I I / / I I �!' ♦ / / / // / / / // / / I I � ROP w, /3 ,� .,,,� s I I: dP I �� / \ / ► � \ • ( III 1 / / / / \ , o � 138 8 6(/NJ Sv /, �k I 1 / % __ -140 \80 `\ _-_/ ' I 1 \ \ , \I / I III 1111 III / r� /�/// /� ,/ / / /// / �,/ J ►+ I s(0uT , � ,, ,tis( I / �_ /;,4 '�2 O j c .\ ; / / • 1 / / 6 j/jam + � ^ 1 \ (EXIST DMH �� \ / ���.�, / / / / \ f / �� /// \ o / k IR=139.81 \ � / / L► / // k / / r \ J 1=134. 4 _ EXIST.CB I 125.93 R=140.09 12"RCP EXIS B \ \\� 11 1 ` 9.99 I I ' \\ \ \ \ \ \ \ \\ \ TAIL :ODw6 1 - OD S.F 1 I : \ \ \ i /' Pic / / / // \ 1 � I '4\ // / �\ 1111 \ 1 I I \ 1 I 1 \ \ C/ 1 ► \ \ 1 / ° wF // // /�/ // \ \ cl \ 1 I 1 I I 1 \ \ O , „�- -- ; \ >, ► , I \ 1 ' 3 SITE PLAN OF LAND \ �/ / // // /i /1' � Q r-- \ \ ��\\ \ I `?/ 1 I \ \ I \ h 1 . t - _ � I I s/o23, � � \ I - HIGHLANDER PLAZA ` /' `\ �, \ \ I O �� 1 \ I 2� PRpp __ / // / //ii i / ► 1 I / (1 I 1 I 1 I I 1 I \ iy 7 /T0 /�� � IN 0, /42.06( / CV �- ►! 1 4./,, I _____ %,//// % / // , - 11 I ► I I / 1 I 1 / SALEM MA. USE SCHEDULE NS \ \\ I \ I \\\ 2 ZONING: �\\ I 2 E1 j\l\ t I //� /// / �// ///,/ / // / / / \ \ \� I / \ \\ ) I /// r\ // \\ \ � I I I � / l 1 / SCALE _ I = 40 DATE : JUNE 9, 1987 REQUIRED SHOWN / \ \ 1\\ / t I I G \ / / %// i / 1 I`��///// // // / / �\ \ \ \ 1 l I I I / I \ \ / / r / / co / r \ I THE' FAFARD COMPANIES / ( 1 / / / / \ \ \ ► I I \ I I I 290 ELIOT STREET LOT AREA 40,000 13 Ac. / I \\\ \ t �� // \\ 45/0 0 N59° 2 / { I \ ��� \\ `' / i!�i/ I 1 1 I I ► I I / II I ASHLAND , MASS. BLDG. COVERAGE 16 /0 1 I .2 , \ /// ► I I I LOADING BAYS NONE 7 / __ _ _r E ' �;__ _� �� ' _� • -� i i I I I 11 I I III OPEN SPACE NONE � 309'° � r / �---\ I ____- ,• / , - t ► l // 1 I I � I I II I � \ 40 20 0 40 80 120 / I \\ �� I \ PARKING 561 570 \\ j ��,� � 'J //• //' 1 ► 1 I / I / 1 I I 1 _4 1 EXISTING WATER GATE NOTES 0„ CP ` - ---- / S 44° Id - 517_'W PROPOSED JvATER GATE 1.= X8.00 _ S= .o►b _ _ _22Q'_1770 " �Cp \ --�- �\ • _ Q EXISTING SEWER LINE _ _ '�" PROPOSED SEWER LINE I. GRADES TO BE ALTERED ONCE A SITE -,�\,h� EXISTING DRAIN LINE PLAN IS PRESENTED FOR PARCEL A . R- 114 0 - - _ , \ \ \ \ 0 00 -- PROPOSED DRAIN LINE 2. SLOPE TO BE LOAM ED (4 ) AND SEEDED J,=105.4 \- - EXISTING WATER LINE TO PROVIDE STABILIZATION. _ 4 r. PROPOSED WATEp "vE s.p _ _ o — _ x, c-' NG GRADES 3. BOULDERS TO BE PLACED AT TOP OF '` -- — ` - ��� �; , �< - - - � � � � ,o--- PROPOSED GRADES SLOPE AS SHOWN IN SIIJPE DETAIL —�,z 4. LEGE OUTCROPS TO REMAIN. (2 e84 /3; ��\\ \ GATE\ / // so 0(2 J /40.5 7 \\\ HANDICAPPED PARKING SPACE I oi N 4 J l T(2 \ \\\ \ I \ \ HANDICAPPED PARKING SIGN I 20� I I PP PFPTY , NE N �v v R, H_ Ce�S � / / /R� �, A V /3 6.0+ _ STONE ANAL R,/S -- + �\ / /ea /4267` I \\\ /o'/c ?0 j�6` H.�NDI( AP AC' E RAMP Y III I III /56 1,2,Z SCOPE-0 - 2Sy J ��\c `�S ;Q S� T COReGRQ�ITE , --, 3 2i,,/os�C,R EN R ANCE 1 �' \ A \ /6 .� /Op, 1\1\ \ \ \ 9 iA + �� SE PROPOSED ELECTRIC LINE 6s, �' f --TaFA--- PROPOSED TELEPHONE a FIRE ALARM LINE SALEM PLANING BOARD °2 10 \ � � \ \ BFT � 125'-12"` RCP , `'Z', 0 5 \ \\\ /°130 ��0 � \� 4S,titi/o i� r - G PROPOSED GAS LINE A PPROVAL DATE D S=.01 4q g0 0 ��0�'RCv � � v ti i�0 �.. v Al , OS-� � � S- � \ ZR� �V I //I � � 'x.25 \� `' _ =� - � • q�o E.S�/ C _ -/Sp -/ o ' - 1 /_ If NG r R � �� / \ \\ R` n N I �f y0 ° k '?l'4 4 \ /0�7 `1 \� \\ \� ('0,0. � \\� EXIST. EMN t DATE (SIGNED) / `-' 1 1 1�1 S 6� H, Y' �S9 �q/Vps /g0� , o - �- _ _ _ _ � /apooG Tti ` l r BEING A MAJORITY 1 1 - __ 8 M.. Q H - lTS, `/5= (SF E I I I III 2 1. 174s I I I I a e C, iy f r Ro ' 1 .009 00 ry 1 I r JI O 6` \ 3 / �} \ OMI%,\� � � v � v v �I % �� 52 J5 ' 30 \ / S �\\\\ \ y\ �\ \\ _,6, //0 \ � \\ \\ I /l 1I �jY✓ EXIST P:8761 O FX!ST8P?? 48 O ©pO1 P V q 0 p/ss \ QM 15 H E x.S, �M Mti,s s +��R rRq 30 o l CU `� R., 4 ti 59 fR�,C£ 89 ,yam RCA\ l=14 0 \\� �� �� \ \�\ \ 'p \� \\ \ 2 << h4 V� �, \ /,.,4 e./ 1, 000 ALL °RMf '46.59 �• `� ; t t 6 / ' /o:/ L Pq \\ \ \\ \ \ QTS 6( S9 e ) 00 VM R O O d \ � \ 2 �/S!•S 4') � />nT�� B_2 Q PO 15 \ 5 G ly, S, F/ 0E Z,q B P �3 \\ \� \\\\ \ \\�\ �� / �` 9 °6 '� ~ > QgRp N� c 005 e �l RS ��1�/ PA ° z 70 \\\ \\\ \ i , qT F � h/ W F 4 S \ \ ��\\ \ \ 3 y 2 F ,,`SHgC f 400' EO F A Y \ \ \\ \\ s S? ° sL/p ' aNk �Op \\`\\\ \��\ - o, C 1 r - TaF £ Gq / R /6 / 4 £ qGE `� ° �� 1 3 I AFP / A Tf D 2 59, 0 q t \ '-� \\ \\ �\\ \�\\ = 91°-281-4611 . 16CF \\\ \ \� \\ \ R= 3000 _ - : O 25 / / 5240 OM R /g$�4 � \�\\ L= 47.9 0'S 003c 48 45(g- °firSi � I58I22ae No / 8' /(2Q, �6 8 o p2° RQ V, DETETONC0yC � s p qV0 _ , 5/ , J ,sg3 U7-)2Q qNS py 3 o EA �EPS ££ , 5Ex s, t S i3 p $pp 274° q xis' rnsue X20 / � �/ .r• _ • , 2'0° \ << is R MH N `� Q _ co /x,452 0 - a 'OOM - T �` Cott/4e•2 O g 50 O � *4 r p R s S \ Q z6 69 i 5�3511 O Q b .0 / ik O O50 0(5 t O/ S / co C - ,•'�� S3(2Q)) v (C4fv Tf p �, 0 A. ca2 90 OF ,X G505'J a ' + py °vfRVfMENr R,S 5� �� �Q CROSS SECTION ° s=.o P �e_, ­ 'Y' Q FILL ON SWAMPSCOTT ROAD I R B4 c /2 R �, �5g 3 �, - ti C°Mp ^'� �, Off' I =20� 31x31 MIN . ,39 3.6 r r ;/5S 3 j r cp i.80 /.' gCTOR p j BOULDER EXIST _ 0 40 4 1 R8_rs , k ''l5/.g0 - X56 '40 a � _ � 1 / /43 ,-� S s _ R 3 8 ;6 co o s o2"RCp /S`/39.Q0 `56.�R,,4 2 S; Rco l _Mp I } x " S 502 P c S, 033 RC / 5 J.& P /s\ 1s98 CA Pp 2:1 11 P \�4po c �3 F 9p iw BE £ COO �,x1 . 1...�bb.�CB I 85-15„ << S ;lR/ �g3.3 J p - RgMp , j RM(ryp = PARCE OUT CEO -ro g BENCH L� 1,135 5 PVCs RCP 5=.010 /C `�CQ�8.�°; ��X4,2 / \� �Sg / 2EMA•Ir.� 65-15 RCP S RCF / l�''43 Yp '/5, N �,., 0 / '/3 / 8 6 2:1 S =.020 ��. v,,, _ 9 4 ; VERTICAL GRANITE �Mh, '•,,, �� '/3 6° lT C CURBING — - - EXIST DMH � E 2 /,/ 4W?2 Mti l ,' ��,, 3 / rYP) C. c9 - P 3 3 /Y 6 ., 98: /;/343.5 ; '•., / 4,/H 4 t, RG / L < / �- ' O 2 0 40 10 E.. �. ,6 4 I . .. CB_IA .1 08 /° `'3 6� - - �� 144. 5\S 8' / 4/9� ,n5 C'Mly l / \ J FOR WIDENING I 8.139 50 2 (l5'� ST C '°VC , l42 4i'R 05 ' D '`� R'/58 \ OFSWAMPSCOTT RD. 135 5;/2„ A , / l �4 ; OQ /Q2 4�R„ i /S2 8 j c -3 0� O I.= 133.83(15 ) ', 1 A 1 0,/2^ RC/' S, 6 2 a s.,f o,/52To(iR'1 D H- 0 B F' Sc O 8 "13530�125,�� _ R,144 Rpp ' •` T a�`' R� 4 11r135.?33115'116 a /es, F �4� f •` N 3 `\ 'PV C Sr�U/yD qq •' st ' ' p �.. ED ��� �' S, °R'�Gf X rryp� j PA R C E L A ` SLOP NO / 5 ��. L4 `END -fE CURB p 6R Scop 52 \ GR ANI PROPOSED CO�Nr,-� E N0 T SEp � 2IRE ' PLACEMENT OF BB-1 - 1 - 200 WATT H.P.S. 11CUT OFF" / 2 [ 3 2 - - MOUNTED 18' ABOVE FINISHED GRACE �` �'oo0SF \ � �j`` E/o2 T/ �TYp�r `' c /'-� 3 / �R�/S5.6 EXCESS MATERIAL X 3_o O i 42 BB-2 - 1 -200 WATT H PS 1 +: �'� .� �' I C O, / �� 9T �� _ 2 �r FOR SOM ERV I LLE LUMBER SITE USE SCHEDULEg c _ ! _50, ha N/F PE SCALE : i = 40� DATE : MARCH 6,1990 NCE- � S '22"E / / ZUNING INDUSTRIAL 1 --, y r jI PHASE I REQUIREL WN I 3co THE FAFARD COMPANIES _ ___ _ ,� I � 1 •` � 160 � 290 ELIOT STREET LOT AREA --U,� �U S. F l3 Ac _ ; r 8/ /2 / ASHLAND , MASS. ERAGE 45'/° ( MAX.) Ifs% 5 N59 BLDG COV LOADING BAYS NONE 7 _ � 1 P4/F� --- _ _ j � REV. 4 2 - 4G- - BO 120 OPEN SPACE NONE 309'. LANDSCAPE BISEGNA j PARKING 365 SOULDER3 - 3 � 03-12-199C 372 I 30 MIN. / Q1 A J � El • i LOAM AND SEED �. SLOPE: % 1/2 PER FT. 2:1 LOAM AND SEED SLOPE i SLOPE DETAIL NTS. EXISTING WATER GATE NOTES i / PROPOSED NATER GATE • w �-�_ D 30'. CID � - � 440-1138- 5 7__yy--�--� � I ` \ •`✓ _ \, EXISTING SEWER LINE 9 8.0 01} _ . S= .0 UO ?,ZQ _ 770 n -�� ��- ---,._ 0-- - - �� — - - = 2g�_ `� - PROPOSED SEWER LINE IT I . GRADES TO BE ALTERED ONCE A SITE 00 O� - - _ -- - - - -- - �5 ,� - - - _ F� PLAN IS PRESENTED FOR PARCEL A . EXISTING DRAIN LINE IJ ,�` � P= _ - - ___ - _ R,�` ? - R= 1140 - `t+�° °° �- PROPOSED DRAIN LINE 2. SLOPE TO BE LOAMED (411) AND SEEDED \ \ -1-=1054 0-4Q5.3 D < , EXISTING WATER LINE TO PROVIDE STABILIZATION. �q� - w -- PROPOSED WATER L NE - r 3. BOULDERS TO BE PLACED AT TOP OF _ __ D B p F XISTING GRADES `- v ° PROPOSED GRADES SLOPE AS SHOWN IN SLDPE DETAIL 4. LEGE O UTCPOPS TO REMAIN. / �/ ✓. _ _ GATE ` HANDICAPPED PARKING SPACE /SO o(24"4 ) i /0` (2 12G /4p5� � ,� ��\ ��� `\ - � � \\ HANDICAPPED PARKING SIGN ��� \\\ PROPERTY L NE IIlR,136.;A� I STONE WAL ' /30 0.. T_ I I � I 111 I \ v 0z12Z ;110 �3+ HANDI(- AP ACCES RAMP /,5.26. S26 50 S K CSD GRQNIr A. \J \ \4S t i,,Q�SF is �30ENTRANCE _ u I Re E �� / (i ^1�1 !6- -- - E - -/00 PROPOSED ELECTRIC LINE I I II II , -�S � •.2 G M T&FA PROPOSED TELEPHON E a FIRE ALARM LINE SALEM PLANING BOARDSr o I12 o G PROPOSED GAS LINE 2TMAPPROVAL DATE D s=.Q/ 4q g0 0 o 3011 � � / Off, - A/ // /� ` I - \ %x•25 ` \ \= 1 \ \ ,f Lu C G47t \2 HDS 140 q Vpl o SW — /30 \o H YTo R', ` \\ C ' M.. DATE 'SIGNED))/o ��\ EXIST. EMN i °6p ►-' (70 •1C30to OG BEING A MAJORITY59 /2" IS \\ I I I 1 I I O l a GAS MF /0 3 1 I I lII �� vy TE Cp 2 f l - vv v v r I m \OD \ \ If \ \ IE y / vii , _ 6 N \ f O O f 1 0230 // mak 6 1 j [) 165 \ \\ \ \V A _� �\ //o �\ � 8 _ EXIST DMH \\ R=876 t \ \ y t FIR D PR l \ O�� T, x \ \ \ � \ �\ \ `�\\ \ \ \ ` I f l `~ - EXIST ° P Fpr OA c ° y�q ��� ' --�, � \\\ \\ \ r cB _ I \ X58 / �/V CONti OS \ C p, /69.0 \\ \_\ \ :\ \ \ � \\ I r R=88 05 \�\ \ \\_ \ y ell /'/y 1_ - S Y/-� 4R. /G�/ �� H�3 \�\� ��\\�_�_ \\� \ \\ � �\ \ 1 Y'ST l. 6 rT ��� p \O /moi ` \\ \ \\\\ \\ \\\ \ \ - .p=e'12 F S 9fYJT MH 9 fR 89 0o \ \ ac \\ CU R'l5 4 59 V'CF r �C q NSpOR w RCp '/4 X09 ��., \ \- \ \ C b1/ /o:,4 766 0 S C eR pq D !X S9(�3 \ \ �\\ ` \ \\ \\ \ 6 5a ger, \ 4 75 ( S9 , 00 +F v/�/f pp D _ �\\ \�N\ \ \ \ \�\ \ I J,pTee`2 0 �O OF 5 * '�, \ >\ ��\� �\ \ \ \ I R 4 ,° e \ P '`� RSP 5o \ < , 2s°° ° LO s 091 s� /a 2 15 5 GD wING p p� l/�/ ER ^i/�� 8 p X30\ 7C \\ \ \�\\ \\ 9 /4 - o J� qR G 5 6 S l`l PA , \\\ "\ � \� 0 �\ D S q T 6, , 4 /�/ I't' F 4 \ \ \ \ 3 .� _ — /,►� � � .�. 20, yq C F ED F � Y U�� � \ \ \ \\\\ S(/ - a k co L`QQ l ST�j S: \ \\ \ \\ \ \ 2 c 1 r x TaFq OF Gq R /E q fRgGE o ' (� \�� \ \ \ ��\\ \��\\\ _ , / 3 TE 59. Q q . t Z \\ \ \\\ \\\\\\ \\\ \ -91°-28 -46 �- R /0 d �, k, 6 \\\ R 6 �� 1'�Q \ \ \\ \\�\ \� = 30.00 h v D G . r sm" _ _ 5 _ 40, /529.3 ,R p /M/l 0 /� Q s R H \\\ \\ \� `��w L=47.90' i230 782 48 T �, /� .S9 ' /o`�48 6 5(/5,,� 00� F OrJTS/ ;6 , SMy, 1 58 YIla \�\ \�\ \ \� 83 45 /£ _ � oo 4&5 (24 o OF S, pV R4 1 \ \ DETENTION V TUe'NF0 Fk1S O 9 I lit STOPS Wy££ �' o / 24' 1 QgNOpY 20 C i/,/S3g 3 ,!1 / o 4 i ti oOTJ \ \,\ \ ,�REA E�ciST _h �RIFY IED T /g2 / r, , •Lj (T rp 40 T 'S3.q h l / o \ R-12�zz c/4g 4 / I \ 1 2 1, �Fq GSM �/ �h „ ��O O -40 '� � 59-C1�- �'''ll ti 3 �' `� � ' � \� �° x �e 0 R85 6 a� p36_ ,/539.5 / 1 I ✓ 1, 1 r)4 RA l85�1 •O Xd 1S�� r Q ' 58124 06 40 65 O 5 2' o M \ pMti i I � - - - 3 %� o_, 9508 -�cl) �,�X50 �� o �� 4- / 0 0(/5, -7 v, _ $ O 6-9 t n Q /3 (,2„ _ ,49 X3,2„1z 0 CpHCR o{ a ? (l�" J /f56 (24 ' (Cq N f TF SS ~t Ce_2 \ w _ q E R S _ es(l5'1 \ o t, o�Y VP `' e ,5 CROS., SECTION OF �, a 6'B o fRJ M tiT 5/2 f, \ Q FILL O N SWAM PSCOTT R Cs - cP R ,p o ROAD �583ti w r ti COMP C �. O I.. = 20� 3'x3' MIN . '39 4 '� 7 r RC1' - 5/. ° q Tr'R v 80U LDER EAST �- o t �B /g _ /5' 80 r 660 Y pqo m ?v _ ,1 , o 4 R- X0; 2 1 /,/ 93.6 -- � R 1R M ' � 0 - I`�5: 025 RCP /s;2"40 �56�%R/ '4`3.e S' ` f5A '4. i x �V l 1 � 'n S S Z.6 2 pVC ;_ 033 RC 'S 8 8 20 I (CpO 08_13 185_15„ <<gRUS 83433 'QA MP RM(TYpJ PARCE / CD OUT GE?O( -rn BENCH Rrp rC i9 T ; q ,{. -� j 1ZEM.�-tt� o .135.5 5=.010 /� • �-/e 0 (r '�_2 . 598. s.f \ 65 -15" RCP a -- -_� - L? ��/43 YP 2 / / �_ ' I / 5 / , S = 020 0 �`' ',`►� � II•,t•I, ''• `C 9 p 48' 2 el r 2:1 VERTICAL GRANITE �� C �n �► CURBING - - l --� _ PH � E Z '�/33'�2 9- 16 ,,,�� 3 /$ ( ypl 9/V MH ---' \ O 2 0 40 10 40 E. E 4 9 /°= 20 �'�. l4 \i\�5� i�, '48 R Q RESERVEL CB_1 /3e6 (/ 4 S e' / l.q/ 2 n05 C�1!H_ \ FOR WIDEN ING g' 8,,58 / I -3 \ r DF SWAMPSCOTT RD. y• 5 " � R_ 3 5C 25,/2,, /4 .04 4'? 4(g'- �, O 4 RC 2 24 /o; 95(/5,, fi v I,-133.83(15 ) .e I4 0'f2,"R p S; 0 / (g ) j /521 ,�� c�� a. D��HC6, Cp S, 20 qs ,..� (l8 F' �0112 ,�� R,/ /9' 0/0 I1 'PROS \ o� ;. \e\35 23115 „ !;, 44 g - ` o?y P Aq \ _ IM o5 35 131j5 1 x 40 l k' �4 ~� /5Q �8\8 p �(JfSG�L'I 44-1 i t11 p3 ;UOPEO I . ,N \ / S`005 RSG£ (ry PARCEL A 24 „ . END wR8 G 0 Sl �1 5 Y GRANITE PROS / CU4��' pP 0 2 0S e R E� r = � 154 .•' / � � PLACEMENT OF BB-I 1 - 200 WATT H.P.S. "CUTOFF" 2 53 ?/ ( �/l �,� `�, RMy 5 MOUNTED 18 ABOVE FINISHED GRAC - �0 . �, e, r. /s5 SF �3 p� �0 ;4 6 EXCESS MATERIAL o �i ^ z dB-2 - I -200 WATT H PS I /,z f� .. -� 0 �` 3 f rL 9? FO R \ O Ey Q SOME R V I LLE LUMBER SITE USE SCHEDULE "59 -,501 � ' c ° ZONING INDUSTRIAL N/F sPErvcE. DA CE MARCH 1990 PHASE I REQUIREL ` HGV '• + j 3 _16L CO) THE FAFARD COMPANIES I � 290 ELIOT STREET LOT AREA ^C,� 0(. S. F l3 Ac I fel ; ., � /, . , � � � � ASHLAND , MASS. BLDG. COVERAGE 45'/° ( MAX ) 16% 5 u� W 59.- NONE 9° z LOADING BAYS N ONE 7 ' :! W W s �1/F hf 4 4r, n I 3 - � u� 1- ' / OPEN SPACE NONE 309° LANDSCAPE BI 'EGNA -- _ _ _ REV. L PARKING 365 BOULDERS `3-I2 199C -- - - - 372 1 30 MIN. ,r 4 El LOAM AND SEED i Zi � l SLOPE: 1/211 PER FT 2:1 LOAM AND 3EED SLOPE SLOPE DETAIL N.T.S. s e� TO DOWNTOWN 04/VeF� 4 oJcO SALEM 'QRS q< <\ CID TO PEABODY D, AVENUE R I 4- 267 _ N H1rp'N� � 1 BURGER I COwe< KING I < I ` Sr 1 S SF I DOWNTOWN Q 1 S,. SA L/V I Q 2 r I AREA TE 4�o SF , �u� = 110 000 5 ''' v- 1v S H I.G H L A N D E RI, )01,/o03s N Q �P� P P LAZA �S P g SF I �\ VENUE / � on p x/01 �b I \ �LEDGEMERE A / TRADERS WAY �iql I �' LAND 20 `l I �� DEVELOPMENT v — BPD J2 if - THORNE I YN 1 OD HAW I N Sq�EM r� PLAZA Sw 7 BD -�° -- _ a -� - I LOCUS MAP 13 Iy+D e i NOT TO SCALE RI \ IN F � A 7C �� I �,o0a sr 9 1 c 2 ,� F-7 / ,� CLOISTERS II " ;a / a ` 6Q 9A 13� ® E,F J,H D e� C PEGUOT TOWERS 15 \ � y�`dD� SI 5o i 5 l I� / C, y,F O I _ a E (5 B p � R3 \ FIRST OFr SALE\ � TREET — �� HOUSMNG O ` / $ DCBA I AUTHORITY 12 I �Gj ` I � 83 2 a Wol/oinds� `r` 6 C I • 46 42 3C 26 8 a2 \ D A B 5A O [a 0P JWeJ/ond 41) (89 2°i 20 14 B =1= (CITY) O D C, O O ° ' PHASE R �'� 114 a 3 '® "CLOISTERS I to \ /�, "2 1 3 17 4 2 7 USE SCHEDULE 9 gJPDim �ss 9 ,a ,3 1 2 \ -- — -- 3 _3 is °i9 �� 4 e I I HIGHLANDER PLAZA/LIGHT INDUSTRIAL LAND 1984 PU.D.) (future) � 2 z� RC 0 ( O II 6 / 62 164 93 "THE �2 �' } ` 3�� ` MAXIMUM 395,000 S.F WITH MAXIMUM 185,000 S.F RETAIL 9 ° R3 ) AND REMAINING S. F. LIGHT INDUSTRIAL 6 6 � �9 SANCTUARY" �6 ,^ ,� I ` ' / OPEN SPACE 2° �a 4 `3 1 A. C.V.S. BUILDING - 47, 150 S.F. — 47 742 S.F. 6 101 X02 24 �a t3 1 � � � B SHAWIS + 138 61 32 28 Wetlands 3' �� �' , s D RETAIL STORES 2 4,000 S.F. s3 3o z 22 I � _ � C RETAIL STORES = 15 6 25 S.F. wet/ands p H A S ei �� 1 Jt-�� SOMERVILLE LUMBER - 96,000 S.F. s 2O COMMERCIAL LAND OUTSIDE P.U.p• BUTAPPROVED UNDER RU•D. FOR 0000 2° 1 10 16 12 s 103 �4 6 HIGHLAND PARK ( CITY ) MAXIMUM MATT GARRE� F- 'S-850OS. I e V 1e o RETAIL -6480 S.F. - SALEM ` �1 5 e 4 ' ► to I O N0N-P.U.D. PARCEL (H.A.FAFARD) 0.6 Ac. 2 ` BUSINESS 21 2 15 11 2 a 1�1 14 I R C O NON-P.U.D PARCEL ( H.A. FAFARD)5.67 Ac. PARK - - 1 1 1z , o I O CLOISTER CONDOMINIUMS ( 19185 P.U.D. ) 5.0 Ac. o PHASE �\ � \ e 1 1103 ' 09 ` N 1e A . 16 CONDOMINIUMS 70 _ -- 2 _ ( future) \ 111 6 s a 2 19 B 28 CONDOMINIUMS \0 .'� 2 j / B. \ (� (6DLEDGE MERE COUNTRY Ir CONDOMINIUMS — 64. 5 Ac. ' INDUSTRIAL ` \ \ _ y 14 CONDOMINIUMS Ir \ 1�1 9 1 gra 4 2 , (�\I 1� (1986 P.UD.) 520 CONDOMINIIUMS I \ 112 B \ Nmo PHASE I THE SANCTUARY N � \ 1 �o \ Nhyry I ��( �� Y - I72 UNITS o \,\ S 1 I e y I {�� PHASE II THE HAMLET - 128 UNITS 9PEN,1✓�1 91171 5616 4 2 e ��� y PHASE PHASE 111V DRI \� I �'• \ SPACESS. \2 1 I ` F `J SALEM BUSINESS PARK (1985 SPECIAL PERMIT) 42. 6Ac 13 � 17 I I \ Z 4 6 e 32 9 e 119 4e V ` A .MAYNARD PLASTICS - 169,844 S. F ON 13.03 Ac. BUILDING LEGEND A 2 131 e 1 \ " 3 B. INDUSTRIAL CONDOMINIUMS - 50,0001 S.F ON 4.32 Ac. I \ I I I MAYNARD PLASTICS ` — 0 2 - - — — — BUILDING CONSTRUCTION NO. / ' LOT 599 \ 6 12 WA I s ' ' 12a "THE ' ,.,1213 2 4 1 9 " HAMLET I 7 \ �� 24 — — — — — STREET ADDRESS / I I 56-57 ` \ 3 5 `z �� 3 8 I X `\ 29 LEDGEMERE LAND A - - — — — UNIT DESIGNATION -- \` ��QQ z ' ( CLOISTERS I � � � Pt-1ASE � 4 ONLY) , , - \ 2� 5 DEVELOPMENT W ✓/' r PUMP 4\ �— _� y s lc 2 ' 1\ ZONING LEGEND ( 7/ 1 /85) ,/ STATION SNA LEM MA - -- - - - 0 z� \ RIC RESIDENTIAL CONSERVATION R3 `We>/ond � THE FAFARD COMPANIES RI - --- - - — RESIDENTIAL ONE-FAMILY � r 290 ELI OT STREET R3 - - - - - — RESIDENTIAL MULTI-FAMILY I RC sop � � ASHLAND, MA 01721 — — — — — — - � J TO SWAMPSCOTT B2 RESIDENTIAL TWO FAMILY gpp 1 200 100 0 100 200 400 600 -' BPD BUSINESS PARK DEVELOPMENT NOTE UPDATE DATE / BU/L. D/NG AND LOT LOCATIONS 4- 11-89 -116-89 SCALE : II' = 2a0 j — — — — — — INDUSTRIAL `\ / ARE APPROXIMATE DATE : 10 / 1 / 88 2. NOT TO BE USED FOR ENGI NEER I NG \ PURPOSES. FA 104700`- E I N r GNLA t-/p 4 VE I VA CSU I T��l- rfiz�P��1ZT I�S s45 -45 ' 2 E UTI L S 443 0�'-Z-7 E= 56' - 27rrE ox lz�l 41 • � - ------------ 8q.Gam, 5/.30' I - - -- 2GI1 1'j 1_X15T 37 75 I cpG ,` 1=xIsT. g - 3' ExIST. CS#5 <<7DL) N ` 9- W-0 1375/ rL t��� Bv�C��iz- K•It�b LTb• P��}-��'CzSi-I IP _M Q � S= l�'7.ao C/L"� Z- ria ov Cis"� o oc615 )KI,aP LxisT � 3 ' I zo5 J APPROVED SALEM PLANNING BOARD WA y 0 rix IST. cB X24 h Li H P s P s- Eg -- I`' Q Q I= /340.60CAr"ouT) 1 l J r-- 13-7 4-1 7, 2 - S L�� �� ll E` DATE (SIGNED) z = 133. 10 ( Is , Fj� C BEING A MAJORITY r- 136 80 (/Z") +U = I83.Ua � -- �' it ob'-z7'' E N(31NEER: N EX15t t.?N N v JAMES MC LOUGHLIN _ R= I"'I.*b v �; \ 290 ELIOT STREET a r= 13li•(o�8(12''If,l;) ,K n I W T= oe, tom;„ F �N ASHLAND MA. 01721 T= 135,53(teo UT) � I i✓sCt� -oC8 kJ I-'o EX 1�T. 32 SP4.-I 1 T- 127.2UCLo�r.►r�,� SURVEYOR: "o�7 Z ti 3G l �X15r Gb7 r .� I` 25>�.g4 :x.lsT ,�Ir. corJ�. �= 13�•4, :-s r,' � s= Z r I=x is r s��c.E_s T y / + j l ,. �' i✓= 134.18-36 Zq r., w q I si2a.�cs" Irr) LE &E NO I� OIJT f�RceL.S wa - --- - -- _ "sT ?'� s�a.�� ��, �� =llzl a� �I�'ooT III I IIII I IIIIIIIII t?E-LT P QR°P g'r. ��t sem- FOp?-. p 3 �gT.3 M�Z �R��T-- 4 7 7r'ld#�KET ;� �= I7o.o o�r�o, es �Ir. Z �' I z,41�11 _ 4'2 c�F n CotiC. To i�)E xA x28 r�r�H 1 ly L, ) g 2 ± S �ro I R :MoVEa � K=1, . �--• - I � dULZ r= Il q•71 ('x"ocrr beJ,DTs f2o P03Eo CRAVE . ENV 33 c.r.�a,���e; .- - -� v i _ -- � � � X34 x i 5j VEP10Tc5 EXIST SRN C-2•dOC \ EXIST t2,-lg ` -- ----- - .3 I R 143.72 31>C1S"r: v ,= De►,IoTv-, Ptzof,. Gr I \ PVG T 129. 4& IZQ'' Inl� X41 Zt7M Z '-X1?�.(v3 8 � Q � u S= 135,ot� L1yd INS I. GLCJ�FS DENOTLg C�KENT I1 z = r 29 Iq (3� puT7 L1tJED Dtk,T11..E lROrl \ 2�� _ � 128:17 (3!0"1�T PS21 r,SPacEs ul `4 OL �- LXIS EX 3� 2c �_ I I h SIRE SERVKE V �aUST. Zo u�1 oC fl(Z6-1 IGXIgT ZI S v N P `>' T�E�IoTES PRoPC�E� u�t�o E cX r zs w, C W GutZPSI�G pi Zoo Zv � n I p b �y r-=133.Ob i I �C13"T 21 SF'�G�S I I p, l�posEr_ p` I- - 12q. FR ! -�- _ T,d� L S Lf33 {5>8 I I L-:x gPiN Z= Lc'T 123.q� I �+a �>✓�(oTcs �xisTi�l<JPb 'fN� I 15X1`57. C-1 z4v \�\ EXIST.iJr(t I I �{J FL L 1 C4�Tl k� I V-= 141•33 - 141.G¢ �' I EXIS . 3 �` T-137.7,3 Z-1^�F�,o2C'�G"I� t ��� O 05 1'=t4J• I ( �CIST, 21 SP.bl.E f \ r-127.77(24" i 17,7,L30 T9 �rE2. _---- --- R____ ,>; �- � Dr• I=134• (If�ooT� .y I`xcs7. 2moi1 SYA�.ES ��I \ (, ` - ur As vl�--KlnM E JT To AF9Kovei-) f-myl1Zz s=113T� 87 3 J Q, k P HP�/2r I 111 P - �\ 6 141.57 16 ,p.3c��S ---- � L.., 1 �\s� \, ��• � L_/4t�t�E}� FL.A.ZA /:30.0 15,L.LE M Qsrc. 0) �CIST. 21 s✓S �1i -� F I , _ \1\ 1 \ !i3Z� ��, 7 6t GIs r. Iv sP s 'S3 ��k/ -'97.Do' Te .n>ca lei - \ i 7 210 �t_�oT STRUT 26, --- 1,$7.37' N 4l e,B_ 2 5= ny ,y � _ \� _� /4 1sT �Y. G� SCALE: DATE : tJS� Stelat� LE ► •2 ZOt�IN� INt7�5 IL4UI �f� �VIt7E�7 Ti��.��#�`.� V >R. WI <f�T. -tbt1� PaRKIfJ� EQUIR�D 40 FT. TO AN INCH S- I? -88 ¢Z= 1'SR.81 o zo ._ _40 FEET bo L= I3�.-71 C12"INS i:XISTIr\Ic� S-� � 2�3 4-0,oo s. . 13.ZCo-I&r-. L= 15+.14 CI?",INS 5 o zn 4,0 F I I t�If�II�N1 t7f; �I o f r r�l r Y � _ _ SIT) = = 1�93lQ r_r_"t��� '` os�� sj tz�4afzK T 3 MET"R �I 301 *}lolC7+ 12(0. 1 `3-G OUT) 01�I H uF f HI0IMUt-i Vt�et'� of +�-eatzYd2-+� 3�1 35 } "iz�-fi,� �a.��-I►�� P��I���j �o� kle,' 221+ t'I6.�I w-I�►� Lal" C,4t/�{��1= {> ,00O SF Or- f-5'r�-I L '5FA-I v41 T N I I4 f2LJ t7 ( I 3,3X13 ± Sr SHEET N 0. JO 8 N 0. e 1 �� 2 I047 10 MILLER REPROGRAPHICS CO .INC. FA l04? 30 - S1 H/dN�gNO OP �qh _�Xr6tinlG GJ.4rG.c �'•-la��./ � ��P � -__ eS Exr5r,,,\!G 012AI 13 140 C Ex/ST. n/ 8 14Z �T h 1I Ex Ism. L•B• RIM= 133.34 INV 7136.2-0 �3AIve- s/�5 --- -- LoGUS "AP E A 5 4gFn/ 7- 0 0� V. = 1 `�--__ R I"1"7- D.M. = r 42.23 / / y j' Le I A �- I N V.= 130.56 DM µ, IZI K• 1 �2 1 --- IS r J N RIM= 13A.S e N ' Qj BRIM= 14 .O Iz INV.IN - 134.5 / \ IZ INV.ou = 13{,.3 INV.OVT=134.2.5 3O /S_ G P. '� Z P- f IVL /39.5 Q M , tio.3 J .33.-5'7 rN z 3Z. 13 1, - t~ oar 131. as zy'• cpdn l'O l I f N W PROPOSED OUT PARCELS I o J ILL Ex/snw� �x1ST//v a _ 3 M 5 tr /y \1 m 1 I Z \ 1-4 1 LH L A N� r REALTY s .00 i I c ° - TR U6T I k _ a \ 'T P RTNER SHIP r3 - I \ 1'� t 04 Z RIM=IN 141.'1 1 u I 1,-� I S'I Nv. I N = 135.3 r INV• OUT= 13S•OS IZ"INV. IN = 136.4 1 rt \ 2tu I /5 e.,u, 1 43.0 143 S y9 � ad" cci I IIN�J i ,33 9 z 9 90 z u" :M s h _ our_ �•0.1 3f•' . .._ � o0 Isle 18 t1 i�lf 2C 'o t 4*44 /0.,D 00 1 V- 16. •= 137 5 c> � �� � 142 ( 1 144 � � � � S_•oogs -� N .tr;oE p��utu,,4,y� ,as - -� $. ' 136/ z Rlc'I. lal.'1 zo �.4t/J 2r i1NV•'136•, 14 EA-SE�E � -- 142- C. 3 > z4 - # Rim= 141.3 IZ"INV.= 13-I.z 1n Ih 143 N N 1� \ 18" INV.=13b•T o - --- - - \ - g W w �. - - _ f) 4\71 1 1 �4Q} 1� 143 143 `3, �.� P--- - --G.g 24 � N _ 140 - N r i - Op RIN•IAI.O - `J; r 143 - s �N4•=13a.0 - 142 - - 82 0 ATE t � a, 0 1 4Z 4Z 4 I Oil ' '* rk'✓` 13'1.Z. > N la _ b 4 w o N �- �„ M - � -- �- Y1 Z;cM e7 M In J N 14 Z 1< 142 rn / 141 14 ' { =141.2 1 126.34 s.13 1 141 d1 i t4 OC �1 140 4i el Q po /40 - - v J a4. :rc i a I cp 14p I� I 2 D Z V6 -D 4 W M 1 -_- _ to 1 V _ 139 40 - tj 15 140 LdI °09 w 139 ° v d I _ ZlµA 141 o z Z 1 8 C d 36' INO. IN: 12 .02. 2 'n �''� 3$ 1 1! _- . _ _ 139 h , / Z4�INU.IN s 120.50 'c. 141 , INu.OUT=1 Z-1.0) N p0 (1/ D.M.H.�4A � RI M= 13-1.6 140 ,, .�, p µ 0 ' 05 I OS RIM - 131. 3 'e c• z 8 -- 139 2AINV 12q b n 9 DBL. L �� J J - - - -- Z +�� ►�j �RIM = 131.4 S -_ i I A 1aN1NN•_ 13 13 ' ''511 "1 \ w.,.- 131. 1 :'' t7g S= .oos R.` ••��0, 1 S� RI M -�1 eL 4 6 1C 18" INV• 1N =33.43 ED x fi S.00 I V�.OUT=1305 �, ao 13 _ S >t i9rao 13-7 RIM=1'!6.55 /AN.,. /. 1) tI p.H 5 19D5±S F W LC pr R 1N, Ic10 to 133 w' O 136 1Nu I N I ZAP'.031 La N ouT•1tu 136 `17 S± s•F. r W FUTURE BUILDING v ;= Q s 135 - � - PROPOp ' ;M 44 BIJILDING " a. - - TOTAL S.'F = 4 7� 150 t 24 3 � L_7Rec��irlEp - �•�• 134 � I 7 o •134 135 "i C:) ¢.tµ 153•0 U. z1j.o FlJ-1- its \ ` 133 -� .4DINCa / Q 5. H; RRE,q 135 STAre3 ❑ / y R 1M =133.D N u' Y c.a. ta7.oTE Rim o � o �. *`i; .ES � 8" Pv.c• � � � �xts� 135 J N, r z o e, SrRc.�E� I i Irl V.OVT= 12-1.ZS •� 2 M= INV.INS IZQ0.S 133.7 o �0 (Nu. z1P "p _ 134 AA OF. " lZ TAINI^14 u 2 p 2t.�c= 133.0 WALL- 17 -:1 , /Nu-o.1 ` 123.8 � � oor Z '/Z/•3 LL / tib' /S ,2•C•p' �QA/,�/ NOTES / G 2QS5 PA eYaN6 At2EA Pea v/DED ° I gv F LI z . f V1 lOb�00pt S.F. = izo.3 C. Z 4U/2F-D P4.�C//V6 SP�4CE5= Z(oj 2/`�= /33. LIMIT Pr20v/DED = 303 </NGGGO/ti!6 3 fhNO/CAP SP/aGEs�) amu• /2�$ F Ross OA•DIIV6 A2 fl = I 3 G L E (�Ro Vi DED 5-S�U S�F \ y r/FJ6HT 6F L3U/GD/N6 11 .rj 4' _ N/6f/ DD/M OF STEEL ELEIi = 156.0 A PPROVE D i?EVISED SITE PLAN SALEM PLANNING BOARD of ;.X/sTin/v co.v7nu,e � �- -- % - - -- HI GNHLANDER PLAZA IV 0eo DENcJrES /'�POSE/> Gvn/i�u2 / IN p1<No rE5 ?,,2.OPoSED SFbT EZZVA-rl6A l - ,A_ _�_ .Mr _____ SALEM , M A SCALE : 111 = 401 DATE : JULY 19 , 1984 PREPARED BY : THE FAFARD COMPANIES 290 ELIOT STREET DATE ` ASHLAND, MA OWNER/ PETITIONER : HOWARD A. FAFARD 0 20 40 80 160 FT 290 ELIOT STREET A 0 5 10 20 40 MTRS ASHLAND, MA REVISED 1Z'Z$•a4- �EV 1�,.ED I Z•14•!� FA 104702 6- 1 SHEET I' OF 2