Loading...
VINNIN SQUARE - ZONING r . . . Shop C r � A00/J'i �k �S�ox) SPR i` IJ_ t PROPOSED SHOPPING CENTER J?EN0 V FIONS IN SA f EM, MASSACHUSETTS { -11 OR 1?,, v. D ,, INC01?P0J?A LIST OF ABBREVIATIONS SHEET 1 INDEX SHEET ALT ALTERNATE ASPH ASPHALT SHEET 2 EX1S77NG CONDI TIONS PLAN BIT BITUMINOUS BOT BOTTOM SHEET 3 SITE LA YOU PLAN BLDG BUILDING CI CAST IRON 'IEE 4 PA 1/EMEN T MARK/NGS & SIGNAGE CIPC CAST–IN–PLACE CONCRETE CB CATCH BASIN' CONC CONCRETE FiRsr sr. 4EET 5 SITE GRADING PLAN CONST CONSTRUCTION CLL CONTRACT LIMIT LINE SHEET 6 SITE UTILITY PLAN CLDI CEMENT LINED DUCTILE IRON CPP CORRUGATED PLASTIC PIPE SHEET 7 SITE LIGH77NG & LANDSCAPING PLAN DEM DEMOLISH, DEMOLITION Highland D DRAIN SHEET 8 DETAILED SITE PLAN ELEC ELECTRICAL Z EL ELEVATION Q Park FIN FINISH(ED) LOCUS SHEET 9 UTILITY PROFILES - FND FOUNDATION / GA GAGE, GAUGE GRN GRANITE 10 SI 7E DETAILS - , ,, �, � , HD HEAVY DUTY INV INVERT LPT LOW POINT ' MAX MAXIMUM VERONA sr. MIN MINIMUM MISC kAISCELI A�'"US oe NIC NUT IN caw ihACTe REFERENCES NTS NOT TO SCALE OC ON CENTER(S) - OH OVERHEAD1. SALEM ASSESSORS' MAP 8 PARCEL 141 PNT PAIN'T(ED) TRADERS WAY PVMT PAVEMENT 2. PLAN REFERENCE : PLAN BOOK 135 PLAN 53 PVC POLYVINYL CHLORIDE PCC PRECAST CONCRETE WHALERS LANE PL � ,r- 3. ZONING DISTRICT IS B2 AND l PROPERTY LINE RAD RADIIUS REF REFERENCE :,•\ RCP REINFORCED CONCRETE PIPE � - REV REVISION(S), REVISED ROW RIGHT OF WAY SCH SCHEDULE �j°s SEC SECTION 0 Ro` , SHT SHEET STA STATION SD STORM DRAIN SYS SYSTEM APPROVED – SALEM PLANNING BOARD TEL TELEPHONE TW TOP OF WALL VERT VERTICAL LO C US MAP WHB WHEEL BUMPER W WIDTH, WIDE WO WITHOUT 1 400 " WD WOOD DATE L E G E N D -- ---- ------ ---- --- GENERAL NOTES SITE DEVELOPMENT PERMIT PLAN O SMH EXISTING SEWER MANHOLE a SMH PROPOSED SEWER MANHOLE PROPOSED SHOPPING CENTER RENOVATIONS O DMH EXISTING DRAIN MANHOLE • DMH PROPOSED DRAIN MANHOLE 1) THIS PLAN /S THE RESULT OF AN ON THE GROUND FIELD ® EXISTING CATCH BASIN ■ PROPOSED CATCH BASIN SURVEY AND PUBLIC AND PRI VA TE PLANS. osa EXISTING HYDRANT PROPOSED HYDRANT SALEM , MASSACHUSETTS EXISTING WATER GATE .. PROPOSED WATER GATE 2) UT/L/TIES SHOWN ARE BASED UPON FIELD SURVEY AND s EXISTING SANITARY SEWER 1 pp PROPOSED CONTOUR RECORD PLANS AND ARE NOT NECESSARILY IND/CA 77 VE OF INDEX SHEET — W EXISTING WATER MAIN 100x0 PROPOSED SPOT GRADE UNDERGROUND CONDI RONS —D EXISTING STORM DRAIN PREPARED FOR PREPARED BY OHW EXISTING OVERHEAD WIRES + PROPOSED LIGHT POLE G EXISTING GAS LINE 22 PROPOSED PARKING SPACES 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VER/FYING ANDI R.M.D., Incorporated Eastern Land Survey Associates, Inc. --- � 881 Eas t St. 104 L o well Street GAS GAS GATE HC PROPOSED HANDICAP PARKING SPACE DETERMINING THE LOCA T70N, SIZE AND ELEVA T10N OF ALL Tewksbury MA 01876 Peabody, MA — 100 — EXISTING CONTOUR — S-- PROPOSED SANITARY SEWER y y, 01960 EXISTING UPLI RES, SHOWN OR NOT SHOWN ON THESE PLANS, (508) 531-8121 100.00 EXISTING SPOT GRADE — W-- PROPOSED WATER MAIN PRIOR TO ANY CONSTRUCTION. THE ENG/NEER SHALL BE N077FIED -0- UTILITY POLE — D— PROPOSED STORM DRAIN SCALE , LIGHT POLE — G--- PROPOSED GAS LINE /N WRI77NG OF ANY URL/TIES FOUND INTERFERING WITH THE ° `- A S NOTED f��' RETAINING WALL PROPOSED CONSTRUCTION AND APPROPR/A TE REMEDIAL ACT70�1 - CURB BEFORE PROCEEDING WI TH THE WORK. f" FENCE 4) THIS PLAN /S BASED ON THE REFERENCED PLANS, DEEDS l AND THE RESUL TS OF A FIELD SURVEY AS OF THIS DA TE TE NO CER77F/CA TION /S INTENDED AS TO PROPERTY TI TLE DA Christopher R. Mello OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED MARCH 3, 1997 PLS 31317 F 10786 EA SEMEN TS. RENIS/ONS SHEET NO. I . MARCH /0? 1997 4. JUL Y 24, l 99 7 2. MARCH 2 7, /99 7 1 OF 10 J. JULY 21 , 1997 . .. .. .•• ... _ ,.. - 'iyiisri.n.a• ,:,. ::..a.rr::.;rx«advra +i..:y.;Jr'i'G:.+YlnwistR+<:tt;�;svJiiG�rnw., •1inY��IE% f.. HILLCREST REALTY TRUST ' I w w 1O/\`v 125 Z/ 13J ' /137C 4 //4°3 -�- I GENERAL NOTES _ b �IO� x- ---c '11" 'f44 6' CanrN uN,r I �i 0 �\ \ k `, , / �u/"- �-_x- r '14 y- FEnrcE\33 \q2� x II PA✓EM&N ��-r� 15,0.0 14KY lap I r J s,lo T �- INg / / i :`��Eprq :`4 D y=+ -` _ 1) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD 6R 1i3 / 141.7 ` ( / �- n-ia S r' f\ o.(,-ftp -o- 1191 zo / / tj tR o E / \ - -144 3 = a w / / / IuS.I / 4 1 I 1 I it y Z / 1 ^ ] - \ / \ / / �33 3 1328 SURVEY AND PUBLIC AND PRIVATE PLANS I - P 37• � 142.4 - - -142.7 --- � � 19II 1 7 �� ra 1337 _ .I`fZ.o _. _ 14L4? ^ Iz� - 1 13 d. 1ys.�- - - _ _ - _ _ ` 1476_ S 37 39 20 E - ► ° - - _ - Z c c E �` ��C cs- cs.� ` g - - _ _ _ - - - _ - _- - „ _ - - - 41 9 � `°�`' '�` 371 '3g o- - - l�� 2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND -° �E? -- _ 1 o- U C� __o- _- 7 3, _ , 1 _ _ _ 137 A936.38' t- ji o r`�i.\J, I is . 1, r - - r,�� - a _ n 1 J �' 40 --�� 1. 13!' o 13%,f3 13 -g- v �J// i . v, \ �dv4 .7 i2 \Iq5 1 4 32137. - ' �- ���- �,l( RECORD PLANS AND ARE NOT NECESSARILY INDICATIVE OF 1 jjOU�pEWA��AIN1N6 15, Tpp1y5. I 02 - 13Us8 13(•83 13f.� (' �� 133-37q 55.17 13--1- 13ie 4Z 137.20 _ �/ 13c q4 136 S_y \ --- -ExPOSE y�� ND 1310.7° i3G'99 ; UNDERGROUND CONDITIONS 133.1 i 33 4 33.2 131 S 153 1131"2 -�3(. - _ t.I-t,.. �� R� 13(,.4(. - \ t� (�► 138 rl2 \ \ ^^o t)q.o7 . 134 9Z' `3��b 137.to LINO W RELY 13�1? PuddlC \�I e C I 130 \` LO 20.0 ,_ .ILL 279.7 R•°K Iso.3 -r Po B I TUM I NOUS 13�33 - " 3 °' APARTMEN r 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND M I P 131a 13 13�57 i ro� LOAD Doc 135.90 137.57 137.31 136.69 13/.•J° Ag BUILDING DETERMINING THE LOCATION, SIZE AND ELEVATION OF ALL r" roI `3 13?63 0 , EX/STANG UTILITIES, SHOWN OR NOT SHOWN ON THESE PLAN " tJ 154.2 N 133.92 134.0,6 11371 i3g -- -- _ _ PAVEMENT .137.04 � � PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED - _ ; 4 13t'Ir ' - _ SOURCEHYDRANTUNKNOWN� 134.0 DMH v IN Wf?I11NG OF ANY U71UT1ES FOUND INTERFERING WITH THE 137.9 13�d•ol CoNCRfTE r A \ 17- _ - 132Qf: 1 / ^IV - 1 r I 13 x'.76 g - - ._ _ \ \ \ \ x 1377.3 3 0 I " - �$ PROPIOSED CONSTRUCTION AND APPROPRIA TE REMEDIAL ACTION I �00R S I ll 13 x-+ 3 0 1Lr) 38.46 I.31.4s ZLec. ZL�. 'rmms. I 13Y2�C f3Y3o O 220.1 138 I1 Q � ,3a•s7 4 �.� ELS. ❑' BEFORE PROCEEDING WITH THE WORK. " '77-7 \ DOOR SILL " o Poor= \ 244.8 �. 0 135.1 N R0 ° 1 Root 0 "' 0 4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS NF M 148.2 GPS,? foo Q \ \ N _ z� \ R 6 9.5 15 M^ j a ' �5 AND THE RESULTS OF A FIELD SURVEY AS OF THIS DATE. " RooF tis' " , \ NO CE'R7IFICA 710N /S INTENDED AS TO PROPERTY TI TZE 20.0 LOAD DOCK x� 137 9$ D / "3 _ r OR A5 TO lHE EXISTENCE OF UNWRITTEN OR UNRECORDED � 10 / R EASEMENTS DRYWE55 N �v " M° I�, •'n 5) REFERENCE PLAN: PLAN BOOK 135 PLAN 53 a . o I3 . M M N O _ _ I Z,1 " v o ° EXISTING z / 6) SEWER, WATER AND DRAIN ARE SHOWN FROM FIELD SURVEY AND -°- ��\^�� �Q� �" INSPECTION OF VIS/BLE UTILITY STRUCTURES AND RECORD PLANS - ` 0 y� 133Y74I No .227 ONE STORY > �/ OF PROPOSED UTILITIES RETAIL STRUCTURE or 6 x 5 � 4 ROOF ?' 65 a °D cD , ,CATE- \2.5 I OVERHANG 4 I y a5 8' \33•51 0.M W o �-ROOF OVERHANG S o 55.9 21.4 �P Emss N rn a I. ��� V I �e O T o ,� 150.7 M 2.4.4 100.2 Ns � -� .� \ \ OD I " " p ,38.3c 79.8 o� 3g 6\ N- - ' \ CJ 0.O C oNC R E7E .- 62.5 0 139.00 om I y.q b \ - t .HYDRANT I3`E9z S 139 5 c•NcaeT� c„Re I�901 S 138.98 \\3\• 4 -- lf3 - eI O ! 13/,6Z 137.8o /3y 23 •\2 a D J r v N H W r ( %�� (40. - W SMH - W GA5 SMH t." $ { - W 8' SEWER (AC1W SMI 13q�u -W M �` I� e "I \,�-1 2 / 12' RC D D S S D S S n- ?° J _ �ra� ,,� DM-I ,� 4s 18• RC DRAIN D I D --� VhS -GAS M ETERS (GAS SERV i CE L i NES NOT SHOWN �\��• _ _ ��R21 X32 ° la 64 DMH 2 RC \0.9 NOTE v " " v z 137. 37.86 _ 137.94 �� o� `�4 ��3 15 SPACES 6 HP SPACES . ;' / e 1LM1 NOUS G -- - ROOF DRAINS ARE I / / PAVEMENT OV -�! ' ^�' '_ , \ 1 13ts3 13sd '3 \3'�i5 VISIBLE ON /yo D j! i `txI - - \33 6g - �C BUILDING, 7 q N r I c� VVISIBLE.ETS NOT PARK (NG z \y 3-7 /-d \ 21 25 SPACES IRcx°F V . � 152.(0 \ ,;� AREA _ �l 131 129 / I�� 94 ta- 7 \�� Q \ \18.9 h / 25 SPACES 1 /38 z3 X349.28 �y " �� ASSOG+S 2! I 1G \ W �3" \3 0- el 1It I 1 6 g5 I \3 I F S 2g• . M \2 ` '$ \36�5 \ °s 13 .° 00 26 SPACES S - ►„ 9 E li ' t37 04 I 13� 36 131 t,l / 5, 8 - - _ Z i ` I s I V I 32. \34 137.tf \� uq, " J 96. • 1111 29 IS T1 AS PROPOS \151k t3 W J I z* I I \ r db p OG W �� I_go r1s.NOT RECOVEREDE1-'9 us•Z \ �� e cn I cn cn I 26 SPACES D 7 ow w w w w w w w w \20 g _W� - S I I c.3 v v v v v v c� v 3 Nv \\6'\ El _ -'1 _2953'03., E / � 1 a a Q a a a a a a NtiN Z ,I Q , a. CL IL I a. rL a. a. p T g3 N \M 1 Jr 7 _ 1 I V Lo U) (� co \3 5rL 1 Q3 1 3�j V \ \R I � 00 CD m m 1` ►` G m f 134• � �1" � \ \Iq s 3 tet'_ 5 m z _ "I + a N N N N N N N I N I - I ++ II y 1 71.00 W � `� I n 17(0 61 D 13 c.75 \3'll`t G / ^ .- D �� �p • 1 � \ _"'- --- 11(s.l �_ � - - I D ,�$ °I 13?.31 26 SPACES 137.5 �� �. °' �. c) to 1 -N 2?9 53'03" _- D = 36• E'ER \ti n u•a.� \\� 8• S U i a V \ \11 p C 1 Qco r s ` IIS. / 1113•L RC DRAIN a 26 SPACES �� N C� ' (�, 1 ^ Q i „9 ,1411 / ,,, -_ - �{ 9 w `l ( �, 1 6'261<1 � U 9 cr W I D RC DRAIN I 13? \ 24' RC DRAIN /29• S M v \ z ; I __ D 13\ p , ,\ HYD Roof Q �~ SPRINKLER 152.5 71.3CL I „ \ 17.3'A �" W \ ' _` �= �� 13 . 26 SPACES 11 CONNEGf10N ! )g1 N) C tLo/` \ "� ``''� M I I h 13 \92 3/IlL IS3 It1 f3S©.ta G 745 36 11 q3, 134'23 •V A w L �/ Z Z I P `\y^1 3 J 3 II r- .= ! ' - 26 SPACES ,�, \' z 139,0 _ D I 1 p `}� I �z7` N C-4 �.e SPawlri-oz / 133.37 \\.a d o _ I L / _ i. ._� Ito (LPA GONNEC710N �• I 3�• 'i3'k 127. \"Sl i3p.t \ ' I'29'd .. '":!• Z _ D ��9`�/ \ EL c rRI 3. t3 t 1 19.04 �'3? \ I 13 s �l \ s 124.3 E � � /\"^J �' I 8 « �, 13�4� '' 13 00 N 136.1 D s o 9\ 17 ��z�s - - ' FAFARD REAL ES TA TE Q v I _ 1)7.91 - 3Y 9 /38.47 \ / DW 3t. Ij Z _ ►-� -- -- - - _ _ -- - 137.501 o4q` D -W ��. 36' RC,43a► I S 2 1234 DEVELOPMENT CORP. a ELLER MACHINE I,� s� �I� 25 SPACES - w \ \3 6 g6 33 �- _��-93~ E AUTOMATED T 13).1, �I/ 128. 1 �° �. p I%4!. \2 cA 23. \ - _ 0° _ ' ,3 BUILDING - 151.50.3 13ss�l�a 25 SPACES 137 I�o �� '9c 3 / 5 SPACES 11 \23 \\ .1 9 \ 1 �, 9 13, ` =. 1® 139.E \ 131 .56 q, �� M \ 5,r� 140• o - \ \ f • � I +' /yo•3BERM 000 ` 13,3 sy /3944 190'63 G/2AA07C CURB /a1.32 IHS'' B I TUM I NOUS PAVEMENT Y•Sb \ 3 ,� )34 \ l y, �Y.K7 1)9.59 Iq1°; G a4 14v 13� 39 136 17 oa I 133,1ti /3 8�` .\ / 1 I - 1 \°t0 \ 5� \ 13 ,\93 Cb4 f s, OF ?Oc t\11` P`�>'e\ /I \ ;0 /\ co 34 13T 3 - 139at - 1Y0y =o= ° 4Li7 1 ISONI \ \3lr \` SIGNALIZED ,1, 39s '"r' �� 36 SPACES _ _ l3YL O, 137.47 0 1G I )) Q 141 13$.z�__ -- 261.171311 3 _ -INTERSECTIOT\1,- s°�° f39971140-111 13 �t - - _ - TAI i3 -O` 140.44 �_ 1 a°.:a 11 _�_--- GRASS STRIP - t 7 - 1 - -�"I- -- -� J - Y� /38 ti 1➢Y)• 1�r•1 N �----- ----` N 189.66' � - --- N 41'52 21 W J � 13S�Z _ RENOVATION ' '` ► - q,9 140. -}:0.L `_�14g _-- BOULDERS ! lao 4 13N.t3 1yt,.li�• ;S1s �3 Z9 G`r '1 \ 2T0.'8i /yyZ 144.1 1 i� iN '3 ` - - - ` ' 139.1. I 13924 \ y _ 209 - •� °� �, S°4 4aa5 '3 '3�� � I N'29-40106. PROGRESS ,w -- I� �_ 14f.oy It w \33, \ '�' 1� 1 6.1 3' - �° - �, aeaM 1110° N 43'03 47 W 137.1, 3 a i IW APPROVED SALEM PLANNINGAR I 412.50 - _----- I I - ' Ilt 's• 1 140 3q �8 % 'I 146.0 4Q 4 f 43'13 J --- N IM /91.19 �i 13�° I)G•y `L- -- -_ 135.69 ' �1 Q ! /36.9 1 tav A .� i 13$4 i1 I F- i / I ` i 146 144.( j 0 1 HIGHLANDER PLAZA REra t L STRUCTURE 35.s I I r w REALTY TRUST I ; Q / 1 319 f 143 2 w p} / \"a 259 HIGHLAND AVE. NOMINEE TRUST / It,VL �. - '00112. , PR Ito t I `� o NOT RECOVEREp 1 s �' i DATE _D - W s ��- 1►L� oPos ! I �571 00 D 20' ioq4 I'C 'I ` 30- -o I TY IN - �' =- _ 106.78 S� a SITE DEVELOPMENT PERMIT PLAN !A/ DR VEW'gY & UTILITY EAS>r , ENT - w ; \° F I ` SEMENT S a PROPOSED SHOPPING CENTER RENOVATIONS W D 1 o BENCHMARK 1 z \1\ I �, \\°.4 107.78--% 1' 1 cATCHBAs I N SALEM, M A A RIM ELEV. 132 . 96 _ ,° 1 7 6 36•' D W'' ' ' `�WIREso�O 1929 NGVD DATUM EXISTING CONDITIONS PLAN l FU- 99?01512' 1 ° Q 1\0.a 93.87 36' ; �'' PREPARED FOR PREPARED BY 145.50 R.M.D., Incorporated Eastern Land Survey Associates, Inc. 106.,34 93.99 881 East St. 104 Lowell Street L E G E N D 100'96 R TewksburyMA 01876 Peabody, MA 01960 E (508) 531-8121 0 SMH EXISTING SEWER MANHOLE TREE O DMH EXISTING DRAIN MANHOLE PINE TREE ai SCALE Y*x •» . 4, ® EXISTING CATCH BASIN LIGHT POLE ! \\ �'� s 1 = 40 M.t •, csa EXISTING HYDRANT BOLLARD POST ! `so L`. �' 0a EXISTING WATER GALE �� � 1 \0 \ `L 53.3A 36 RCP q - 100 EXISTING CONTOUR ' 4 u"' 9 , 13 36• RCP 100.00 EXISTING SPOT GRADE 120 UTILITY POLE a � \ � ', � 'ti 96. 0 20 4o ao r. o , , I RETAINING WALL ti a 0isz 17 5 -'�-_ DATE � � MARCH 3, 1997 Chrlslopher 3 Mello F 10786 STONE WALL v o ? CURB PLS 3/3/7 x x FENCE e PROPERTY LINE REVIS/ONS SHEET NO. STEEL GUARDRAIL I . MARCH /01 1997 4. JUL Y 24, 199 7 2. MARCH 27, 1997 2 OF 10 _ 3. JULY 21 ? 1997 I ,--- . ... .. .: .._._ HILLCREST REALTY TRUST ZONING SUMMAR Y l TEM ZONE EXISTING PROPOSED c(o S 37'39'20" E 936.38' B-2 I t MIN. AREA 12,000 40,000 608,000 608,000 W TRASH COMPACTOR PAD MIN. KID TH 100 FT 150 FT 378.28' 378.28' 0 30' FR ON T YARD 30 FT 30 FT 31 FT 31 FT 0 51 SIDE YARD 10 FT 30 FT 30 FT 30 FT • 279.6 19 REAR YARD 30 FT 30 FT 30 FT 30 FT 31, LOADING MAX. HEIGHT 30 FT 45 FT 23 FT 27. 5 FT # ( AREA PORTION OF BUILDING 24' MAX. COVERAGE 2590 45 % 30. 159' 28.2490 TO BE DEMOLISHED TYP• 20. 0 PORTION OF BUILDING 20. 0 CLOCK TOWER AND DECORATIVE ARCH ARE EXEMPT TO BE DEMOLISHED LOADING 220. I # — — — — — — ; FROM HEIGHT REQUIREMENTS ( SALEM ZONING ORDINANCE, SECTION 6-1 (b) (6) . � � QI PARKING CALCULA TION O — 14 � REQUIRED PARKING RA770 1 SPACE / 150 SF (Excluding Storage) = o SUPERMARKET 1 J . cn a N 3 GROSS FLOOR AREA 171, 123 SF RETAIL/SERVICE 3 STORAGE (339o) 56,668 SF W 14 Z REQUIRED PARKING = 115,055 SF ISP 150 SF / / N 14 26' A = 767, SPACES i — - - - -, - - - - - - - - - o o Co L — — — — — J R=a, 0 ``' Cl) PROPOSED PARKING = 772 SPACES R=10' cv O PROPOSED ADDITION R-10 a PROPOSED LOADING : 5 SPACES 18. 00 R=30' 13 R=4' a' 75.33 187. 00 PROPOSED CONCRETE WALK CALDOR R=10' HANDICAP PARKING REQUIREMENTS " SEE 510 CMR, SECTION 23 ` HC HC HC I 30' P .. HC HC — HC 4 � 30' 18. s N F EQUO T UIRED He He H = ASSpCS 767 SPACES x 29 16 HANDICAP SPACES RQ OF WHICH 2 VAN ACCESSIBLE SPACES REQUIRED HC HC —_ HC N _ S 29:5.310j- 18 HANDICAP SPACES PROVIDED OF WHICH TO BE CONSTRUC 2 VAN ACCESSIBLE SPACES ARE PROVIDED coE 96,O • " O BY OTHERS TED W d. 28 25 25 25 25 25 25 25 25 25 2 = 26' —20' UT I L 1 TY g pR N -- I I `�' 30-; A I N EASEMENT ,SDR 1 VEWgY UT I L Tl' 2 R=5' " o _ EASEMENT T J A -- w N s - SEE SHEET 4 17' 2 4' 19' 19' 24' 19, 19' 24' 19' 19' 24' 19' 19' 24' 19' FOR ALTERNATE � JT I I I 2 I Z h ACCESS LAYOUT 4 0 A 71 . 3L3 W — 2 X T h w O 19' v 35' � Z 9 '30' 19, H 2 124.3lix o — 9 FAFARD REAL ESTATE LLJ J N a S 29:53'0j- E DEVELOPMENT CORP. 4 a 15150 ATM BUILDING -- o � o 28 4 �- N a 17 ,coo 5 6 © N a 17' 22' 19' 19' 22' 19' 19' 22' 19' 19 22' R=20 14 i R=22 N R'5-J 3 APPROVED — SALEM PLANNING BOARD R=20 25 h RECONSTRUCT 7, A ENTRANCE W 261.1 N 29'40'06" W 240.18' c� = R= 5 N 43003'47' W' 189.66' R 20 PROPOSED ADD177ON N 43'13'27' W 412.50' zo W H/GHLANDER PLAZA RETAIL STORES >= ? REAL TY TRUST Q J DATE o � 259 H/GHLAND AVE. N NOMINEE TRUST m I a (n SITE DEVELOPMENT PERMIT PLAN XU Z PROPOSED SHOPPING CENTER RENOVATIONS � z a 0- 0 SALEM, MASSACHUSETTS SITE LAYOUT PLAN PREPARED FOR PREPARED BY R.M.D., Incorporated Eastern Land Survey Associates, Inc. 881 East St. 104 Lowell Street Tewksbury MA 01876 Peabody, MA 01960 (508) 531-8121 SCALE ,I 1' = 40' 't ASN OF Mq 4c n` CHRIST0PH R G� IR N.a F 0 20 40 80 120 DA 7E MARCH 3, 1997 Chrlstopher R. Mello SEE SHEET 5 FOR CURBING SCHEDULE PLS 3131 F 10786 REVISIONS SHEET NO. JULY 21, 1997 JULY 247 1997 3 OF 10 ALTERNATE ACCESS LAYOUT SCALE : 1 " = 40 ' N/F P E-0007- AS,SOC A rEs z 1 - - To FIRST STREET CALDOR SUPERM ARKET RETAIL/SERVICE _ w i z & R3 F , . i CROSSWALK YF'I C4*-) CALDOR 1 _j L_, H . . . . . . . . . . . . . . . . . . . . . . . . . . DIRECTIONAL Si GN _ TO FIRST STREET. ATM BUILDING SL RESTORE _ RI EXISTING APPROVED — SALEM PLANNING BOARD PAVEMENT MARKINGS 8 r _ __.. _ -- i4-7 ...,•. . — - SL T ~ r ?h SIGNAGE _ — ` DTO ERADERS SIGNS --- TO F I RSTWAY PROPOSED ADD/TION STREET° r I i I RETAIL STORES DATE M.U. T.C.D. SPECIFICATION TEXT SITE DEVELOPMENT PERMIT PLAN NUMBER WIDTH HEIGHT PROPOSED SHOPPING CENTER RENOVATIONS R1 - 1 30' 30' SALEM , MASSACHUSETTS I HANDICAP A° WIDE 4 WIDE PAINTED C43; , SIG" PAI"TED `—Z4- -- — — R7-8 r-STRIPE YELLOW STRIPE ( TYPICAL ) - ---wA; PAVEMENT MARKINGS AND SIGNAGE - (TYP) TE <o SYMBOL LA-- - - — 3 PREPARED FOR PREPARED B Y R.M.D., Incorporcted Eastern Land Survey Associates, Inc. 881 East St. 104 Lowell Street Tewksbur MA 01876 Peabody,R7-8' 12" 18" 5 _ MA 01960 Uj Y y. 60 W1 DF_ (508) 531-8121 rEL_Ow QTR PEI'; C1 cn ---- } J _ __ Sr-ALE IQ I1 " = 40'Ir CL a ;'A I NTED w I � 24' 24- 1 WHEELCHAIR o I j SYWOL 3 (TYPICAL) , •,,� v \ '- 8.. WIDE cin "+' YELLOW y a; �+ 4. � 4 y y ,,1 DA TE MARCH 3, 1997 isiopher R Mello Clayton A Morin ' c 3/3/7 PE 30969 F 10786 REVISIONS i` 4 7 24 30 HANDICAP PARKING STRIPING DETAIL TYPICAL STRIPING DETAIL -YP I CAL CROSSWALK DETAILDETAIL PAINTED HANDICAP SYMBOL SHEET NO. SCALES N.T.S. SCALE N0 . T - S . SCALE N.T.S. 0 SCALE : N . T . S . JULY 21, 1997 4 OF 10 -- SECTION A-A 1 • = 10 SUPERMARKET 138. 16 2.7 EXISTING RIPRAP `, �� `�� y✓ .-- --L��� _ _ %�,�r.,,,,1,A',-,�, ,4�//\,,.,,: i,l„✓. / r—=. 'LSO l/ I 1 .5/o 2..0 % % 135 78 0 L Ci C-- l.it� V LULv 6.O NE '�-�I � � BB ' ,r ,,,..,,,�.,,,_• _ _ — \ � � I 133.9 134,58 l I I % _- `3 = — _ 19(ex2p 13 "60 137f90 137,yo 13 ,(5o 138.2 ,37+ I 133. Q S , i A A 13Z' I c -----40------ � I I L `3o CONCRETE PAD _ M 1371 zs 137 00 13� bo C 137 0 13�r� I ® C 137 ,p I l co ►� -. \ 1/ / ® C �� i, 7 n SUPERMARKET C I31�w � Z 1 '• U) i RETAIL/SERVICE C � jL— 4 C 196.50 1 r , SGE 13® •• � � t 13 �� \. -:-13�.So CALDOR ' • � )3-7 boo C W �� I (( / 13gx z3 ftp \ 137. H I o L ' L 1111 1310®99 � `3N.3o L 5111 III W Q \ – I � 13�.SO `'t < ti0 � .► . III I 1 SO 3 13 .ZS W C� 1 III 13a / W\ — Jr-1 I I I � � - - - SGE � � � II I xa: f \� \ I TO 30 I I I 1310®210 135 .99 ✓ W 1 L: V _ — 137. 19 ® � �I I ® RAISE RIM \ \ \ \ SOWER R I TO 136.33 3X,25 / X30 0 toco MM S w � " . 113®� •` \' � � � 117=0 Uj ATM BUILDING —140 _ \ � ~'. ,3fo �� , \ ,, 140 SGESGt I o,s° 13 v -- � \ VGE — -- SGE SGE _- • / ----__- --__- ---�---_ _ - \ �.• 133x7s B , APPROVED — SALEM PLANNING BOARD - \ \ i VGE SGS \ SGE – VGE , ` – SGE \ VGE '�- VGE , RETAIL STORES DATE SITE DEVELOPMENT PERMIT PLAN PROPOSED SHOPPING CENTER RENOVATIONS SALEM, MASSACHUSETTS L E G E N D S U R F A C E CURBING SITE GRADING PLAN L E G E N D LEGEND PREPARED FOR PREPARED BY O SMH EXISTING SEWER MANHOLE a SMH PROPOSED SIEWER MANHOLE R.M.D., Incorporated Eastern Land Survey Associates, Inc. O DMH EXISTING DRAIN MANHOLE a DMH PROPOSED DRAIN MANHOLE 881 East St. 104 Lowell Street ® EXISTING CATCH BASIN a PROPOSED CATCH BASIN - PROPOSED CONCRETE SGE SLOPED GRANITE EDGING Tewksbury MA 01876 Peabody, MA 01960 �a EXISTING HYDRANT � PROPOSED HYDRANT SIDEWALK AND PADS BB BITUMINOUS BERM (508 531-8121 EXISTING WATER GATE .. PROPOSED WATER GATE \��` CONDITION 1 RECLAIMED ASPHALT S EXISTING SANITARY SEWER 100 PROPOSED CONTOUR MAINTAIN EXISTING GRADES NE NO EDGING SCALE D W EXISTING WATER MAIN EXISTING STORM DRAIN 100x0 PROPOSED SPOT GRADE ASPHALT 2REGRADE ED VGE VERTICAL GRANITE EDGING 1” = 40' OHW EXISTING 0 - PROPOSED LIGHT POLE OVERHEAD WIRES _ S— PROPOSED SANITARY SEWER NEW PAVEMENT --- G EXISTING GAS LINE _ W__ PROPOSED WATER MAIN GAS GAS GATE 1. — 100 EXISTING CONTOUR -' D— PROPOSED STORM DRAIN 0 20 40 80 100.00 EXISTING SPOT GRADE _ G"- PROPOSED GAS LINE DATE UTILITY POLE MARCH 3, 1997 Christopher R. Mell �C/ayton.A. Morin (- LIGHT POLE PLS 31317 PE 30969 F 10786 ? RETAINING WALL CURB RE14SIONS x x FENCE l . MARCH /0, 1997 4. JUL Y 24, 1997 SHEET NO. 2. MARCH 27, 1997 5 OF 10 3. JULY 2/ 1997 i GENERAL NOTES 1) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD SUR'VEY AND PUBLIC AND PRI VA TE PLANS. 2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND RECORD PLANS AND ARE NOT NECESSARILY INDICA 77VE OF UNDERGROUND CONDI77ONS. I 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCA 710N, SIZE AND ELEVA TION OF ALL EXIS77NG UTILI TIES, SHOWN OR NOT SHOWN ON 77-IESE PLANS, PRIOR TO ANY CONS7RUC77ON. THE ENGINEER SHALL BE N077FIED TRENCH IN WRITING OF ANY UTIL177ES FOUND INTERFERING WITH THE DRAIN12• 12 SEE DRAIN PROFILE "A " PROPOSED CONS77?UCTION AND APPROPRIATE REMEDIAL ACTION D - D D 15' - D 18• BEFORE PROCEEDING WITH THE WORK. NEW ROOF DRAIN 4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS m AND THE RESUL TS OF A FIELD SURVEY AS OF THIS DA TF, 6' W — NO CER77FICA 77ON IS INTENDED AS TO PROPERTY 77 TLE ELOCATED 909j iz� 12• OR Al S TO THE EXISTENCE OF UN WR/T7EN OR UNRECORDED HYDRANT BEND D EASEMENTS NEW Z D CBSN w 5) WHEREVER SEWERS SHOULD CROSS UNDER WATER MAINS, THE SUPERMARKET SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE CROWN 1 OF THE SEWER SHALL BE 18" BELOW THE INVERT OF THE WATER MAIN AND THE HORIZONTAL DISTANCE BETWEEN THE WATER MAIN RETAIL/SERVICE IND THE SEWER SHA 12 I A LL BE AT LEAST 10 FEET. IF EITHER OF THESE CONDITIONS CANNOT BE MET, THE SEWER SHALL BE PLUG 8 ABANDON RELOCATE EXISTING ENCASED IN A SLEEVE FOR A DISTANCE OF 10 FEET ON EACH W � D HYDRANT 8 GATE CAP 8 so• — — — — so• BEND ABANDON SIDE OF THE AREA WHERE THESE CONDITIONS CANNOT BE MET. r- — — - PLUG 8 SERVICES 18' BEN � — — -- — -- � — — — 10' GATE - ) ABANDON 6) ALL WATER MAINS SHALL BE CLASS 52 CEMENT LINED -I PLUG 8 _ w -w 10, ABANDON 40 SMH - w S SMH SMH DUCTILE IRON PIPE. J'; IC S S GATE RINKLER ° �,� ° —® 7) TRENCHES CUT INTO EXISTING PAVEMENT SHALL BE HEAT [/D7ST ROOFROOFPATCHED. � D lf^l-RC--DRA 90 DMH NEW lo' DIOL WATER DMH ° DMH CALDOR 8) ALL SANITARY SEWER MAINS SHALL BE 8" DIAMETER : BENDLLON W -' W - GREASE SDR 35 PVC. ALL SANITARY SEWER SERVICES SHALL DMH D /2- so• BEND ° BE 6" DIAMETER SDR 35 PVC, PITCHED A MINIMUM OF 1 /4" PER FOOT. s I SEE NOTE 5 9 ALL STORM DRAINS SHALL BE CLASS III REINFORCED �FR'��N b a SMH /N I T ) '0 D PROFY LE 'C W CONCRETE EXCEPT AS OTHERWISE NOTED HEREON. D D 12 • h-� 12 10) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING S AND DETERMINING THE LOCATION, SIZE AND ELEVATION -_ W OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN ON Nom' °"'H D THESE PLANS, PRIOR TO ANY CONSTRUCTION. THE cesN — s ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY 1 SMH W - - � _ .� � _ W _ _ D S UTILITIES FOUND INTERFERING WITH THE PROPOSED ° D — CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION DI — _ BEFORE PROCEEDING WITH THE WORK. D I D Ai --- _ S � � w D RAISE RIM TO 136.33 S W D D i LOWER t I M TO f .I 37.00 D ~ I ° ( S G S D W L)MH D — ATM BUILDING _w DMH D FEB I APPROVED — SALEM PLANNING BOARD RETAIL STORES DATE SITE DEVELOPMENT PERMIT PLAN PROPOSED SHOPPING CENTER RENOVATIONS L E G E N D SALEM, MASSACHUSETTS 0 SMH EXISTING SEWER MANHOLE a SMH PROPOSED SEWER MANHOLE SITE UTILITY PLAN 0 DMH EXISTING DRAIN MANHOLE a DMH PROPOSED DRAIN MANHOLE PREPARED FOR PREPARED BY ® EXISTING CATCH BASIN a PROPOSED CATCH BASIN R.M.D., Incorporated Eastern Land Survey Associates, Inc. csc EXISTING HYDRANT !r PROPOSED HYDRANT 881 East St. 104 Lowell Street 0-4 EXISTING WATER GATE .. PROPOSED WATER GATE Tewksbury MA 01876 Peabody, MA 01960 100 S EXISTING SANITARY SEWER PROPOSED CONTOUR (508) 531-8121 — W EXISTING WATER MAIN [1 0OX0 PROPOSED SPOT GRADE D EXISTING STORM DRAIN SCALE OHW EXISTING OVERHEAD WIRES + PROPOSED LIGHT POLE -- S•--- PROPOSED SANITARY SEWER 1" = 40' --- G EXISTING GAS LINE _ W. PROPOSED WATER MAIN 1`yi GAS GAS GATE r a ` y' — 100 EXISTING CONTOUR "– D PROPOSED STORM DRAIN - G PROPOSED GAS LINE - 100.00 EXISTING SPOT GRADE o 20 4o so X20 UTILITY POLE \ ? LIGHT POLE DATE RETAINING WALL MARCH 3, 1997 Christopher R. Mello C/oyton A. Morin CURB FENCE PLS 31317 PE 30969 F 10786 x x RENSIONS SHEET N0. I . MARCH /0, 1997 4. JUL Y 24, 1997 2. MARCH 27, 1997 6 OF 10 3. JULY 2I , 1997 r-ffrrm= 71 r7 GT-3 C) SUPERMARKET RETAIL /SERVICE GT- I EA- 10 16 O JP-20 CALDOR GT-4 GT-2 O EA-2 EA-3 GT-4 JP- 13 E 1 JP-2 K GT-2 EA-2 0\ G) 0 U-�-m I EXISTING TREES 0I — TO REMAIN I �� EA-7 f A1 O GT-2 /EA- 10_ I JP- 18 ic Ot— GT-2 Q �� .-•-. GT-2 H EA-3 O EA-2 O JP-4 — ( EX I ST I NG ) GT-2 ATM BUILDING JP-5 `' ° O0 � JP-4 EA- 12 GT-4 JP- 14 JP-7 C JP- ' « , 00 EA-3 4 C O C CSO A-6 E GT-3 JP-15 �EA-4 O 0 GT-2 JP_ 19 - '- JP- 14 JP-6 APPROVED - SALEM PLANNING BOARD EA-3 00 JP-7 ( O O°O O O°O O JP-22--� \` EA-12 -- - EA-7-7 0 000000 000 O ' JP-6 J GT-3 EXISTING TREES TO RE1�IN i I RETAIL STORES DATE l SITE DEVELOPMENT PERMIT PLAN PROPOSED SHOPPING CENTER RENOVATIONS SALEM, MASSACHUSETTS SITE LIGHTING & LANDSCAPING PLAN PREPARED FOR PREPARED BY PLANT LIST R.M.O., Incorporated Eastern Land Survey Associates, Inc 881 East St. 104 Lowell Street L E G E N D Tewksbury MA 01876 Peabody, MA 01960 SYMBOL OTY. BOTANN 1 CAL NAME COMMON NAME S I Z'E (508) 531-8121 SINGLE FIXTURE LIGHT TREES OGT 36 GLED I TS I A TR I ACANTHOS I NERM I S THORNLESS HONEYLOCUST 3m- 3 1 /2' CAL. SCALE DOUBLE FIXTURE LIGHT 1" = 40' 4 SHRUBS 0 EA 85 EUONYMUS ALATUS BURNING BUSH 2 1 /2 ' 3 ' WALL PACK O JP 190 JUNIPERUS HORIZONTALIS PLUMOSA ANDORRA J ' - � '�. ` D JUNIPER PER 2 I /2 3 SEE SHEET 10 FOR ADDITIONAL DATA 0 20 40 80 120 EXISTING L I GHT l NG (SHOWN ON SHEET 2) DATE IS TO BE REWVED. MARCH 3, 1997 Christopher R. Mello Clayton A. Morn PLS 31317 PE 30969 F 10786 REVISIONS SHEET N0. I . MARCH /0, 1997 4. JUL Y 24, 1997 2. MARCH 27, 1997 7 OF 10 3. JULY 21y 1997 T { - H/LLCREST REALTY TRUST COORDINATE CONCRETE PAD WITH BUILDING CONTRACTOR BITUMINOUS BERM 137 .90 . . ; . : 136.20 ----1- - REINFORCED CONCRETE RETAINING WALL 135 .8 - TRENCH DRAIN NEW LOADING DOCK - CONCRETE PAD' SEE ARCHITECTURAL PLANS -.1381 .50 REINFORCED CONCRETE 138.50 RETAINING WALL 138. 05 LOADING AREA COORDINATE II CONCRETE PAD WITH ! BUILDING CONTRACTOR I 1 I I I 137 fl 00 137 . 60 J i SUPERMARKET RETAIL/SERVICE I I I ` 138 90 138.90 . 438 .50 - - - 138.50 - L- - - - - -- - -- 138.50 - - 138 .64zi? 138. Q - - - - -- 137.80 137..90 137.80 137'8° J APPROVED - SALEM PLANNING BOARD 3 O v HC HC - HCV i i HC HC I 136 50 -- � 137 0013 HC �- -- HC HC I '. I --- -- - --+-- HC ' f1lll -- HC HC HC -- DATE SITE DEVELOPMENT PERMIT PLAN PROPOSED SHOPPING CENTER RENOVATIONS SALEM , MASSACHUSETTS DETAILED SITE PLAN PREPARED FOR PREPARED BY R.M.D., Incorporated Eastern Land Survey Associates, Inc. 881 East St. 104 Lowell Street Tewksbury MA 01876 Peabody, MA 01960 (508) 531-8121 SCALE 1,. = 20' ♦ ( 1 V 1 j 1 \ 0 10 20 40 60 DA TE MARCH 3, 1997 Christopher R. Mell Clayton A. Morin PLS 31317 PE 30969 F 10786 REVISIONS SHEET NO. I . MARCH l01 1997 4. JULY 24, 199 7 2, MARCH 27, 1997 8 OF 10 3. JULY 21y 1997 - — - ." -----------ice T M1 UTILITY PLAN VIEWS APPEAR ON SHEET 5 t 140 U z o . J CO 12' RCP S=0.003 12' RCP S=0.003130 M 18' RCP Sa0.005 18' RCP S=0.0075 18' RCP S=0.0075 � 120 to tib ��- p M to tooN ON N ' Q - - OM - -. NN f >> Z O Z to M M to N N to to • p t t t O 8 ~ $• • t" co oit O o }- p Q Q ,tnN Q QIQ O V � D M U) P~ co � U) IhZ (n IOf) co M ZFa- fM�>Z>M F- U W U Q= U X U U m x wp � 110 11 +0 10+0 9+0 8+0 7+0 6+0 5+0 4+0 3+0 2+0 1 +0 0+0 DRAIN PROFILE A PROFILE: SCALE 1" = 40' HORIZONTAL 1 = 4' VERTICAL 140 140 140 i I 12' D I S= 12' RCP 0.005 12' D S=0.005 S-.005 j i � � RCP �8 Z ►� Lj s=o,oi8 0 130 130 130 U (D • n 1D0 Q �, Q O N 8 o N 4 NU O O Io M I O N I M d- M N O _. M M M N Q - - - M ? co ton o ? SEE SHEET 6 FOR LAYOUT DATA z n N to N. ti o I O ;' `" o g o U) SEE SHEET 10 FOR DETAILS o~ oU d- — to to — ao c g o t Tic! o N! N i 2 co, 1�tD Q t� FQ- [� Z la- t0 FQ- � Q O o n (n P7 - �� — �cn M � r,� � � M M M .-.� w 1 20 R U!� wU X 1 20 � U cr 1 20 1 +0 0+0 3+0 2+0 1 +0 0+0 1 +0 0+0 APPROVED — SALEM PLANNING BOARD SEWER PROFILE DRAIN PROFILE D DRAIN PROFILE B � t PROFILE: SCALE 1 " = 40' HORIZONTAL PROFILE: SCALE in = 40' HORIZONTAL " = 4' R " _ � 1" _ 40' HORIZONTAL 1 VERTICAL 1 4 VERTICAL PROFILE: SCALE 1" 4' VERTICAL j ! 6 140 140 ! --- -C --- --- - --------T -- -- -------� 1 DATE i i I I SITE DEVELOPMENT PERMIT PLAN ! PROPOSED SHOPPING CENTER RENOVATIONS 12' RCP i �_ _ — 12' RC DRAIN S=0.004 120 RCP S 0. 004 12' RCP S�.004 S=.005 12 RCP S=0.004 � — SALEM, MASSACHUSETTS ii 130 130 r , UTILITY PROFILES to U ! M PREPARED FOR PREPARED BY �_ rCi "_' �M 'r' j �' R.M.D., Incorporated Eastern Land Survey Associates, Inc. ! — 881 East St. 104 Lowell Street CD > z 1z Cr to to; to i�. N ,� Tewksbury MA 01876 Peabody, MA 01960 t -- o �. o � t o 0 508 531-8121 IS V- + CD— to — ;� O C Q Sao Z Q oo `r I Q �` E- Ire —F- n SCALE i (~ F—Z-- M to i c/)!— (j !— — — , Cn 1 — 40 Z ' !m `�U)i M I S x t ! ix m l— p p p cr wow Cr 120 120 4+0 3+0 2+0 1 +0 0+0 0 20 40 a0 120 1 +0 0+0 DA TE v DRAIN PROFILE E MARCH 3, 1997 Chrlstopher R. Mello Clayton A. Morin DRAIN PROFILE C PLS 31317 PE .30969 F 0786 SCALE 1" = 40' HORIZONTAL PROFILE: SCALE 1" = 40' HORIZONTAL 1" = 4' VERTICAL REVISIONS 1' = 4' VERTICAL 4. JULY 24, 1997 SHEET N0. NEW LOCATION OF DMH.S AT 2+85 AND 4+05 SHALL BE COORDINATED 1 . MARCH l01 1997 WITH PLUMBING CONTRACTOR AS TO ACTUAL ROOF DRAIN EXIT POINTS 2. MARCH 27, /997 9 OF 10 3. JULY 2/ 1997 DETAIL LUMARK'� LIGHTING DETAILS CATCH BASIN no scale NOT TO SCALE AP 24" x 24" CAST IRON FRAME AND GRATE LEBARON LK 123 OR LK 124 TYPICAL CROSS SECTION TYPICAL CROSS SECTION 1H' Full Mortar Bed I j NEW PAVED AREAS RECLAIMED PAVEMENT AREAS 2 to 5 Courses Leveling Brick ,+6 ER no scale ACCESSORIES HRFAnM,I R noscae 1}IN1r o.r- Base with hendhole and door Pitch As Show �� ---- -�-�-----+- •--- ,mn� M non Site Pitch As Shown on Site �� I n,..,p Bon co is,et Gradin Plan J �< ( allto Poranchor I �J(forcocanoro DESCRIPTION DIMENSIONS PRECAST CONCRETE OR g Grading Plan �� ti _+, , ' f (force fit) I ' • Superior beam utllizalinn and PLAN I i I -� smooth distribution make the BARREL BLOCK WALLS Im -0 o=i f� '��' Hammer ideal for parkin areas, (MORTAR JOINTS IF BARREL " 4'-0" INSIDE DIAM. 1 Bit. Concr. To Course Cr_ � { \ - 9 BLOCK USED) P 1 Bit. Concr. Top Course j I access roadways and Other I 7111. general offstreet area/site 1603, 1 r 15.13atmml FW-•w W 171N1FM EDCE I lighting applications U.L. listed —1 2 Bit. Concr. Base Course •� zns�� I for wet location and CSA - I certified. j 1 -� 1203, 2 Bit. Concr. Base Course --r I flush ver,ahnngs.,I ce _ _z I. flush wrlh canting suAace n n C. I . TRAP , t(IttKJL II I 11 --- - �,. NEENAH FOUNDRY OUTLET j �" HANDHOLE Iseclion through standard handholBl R3701 - 12 OR ---- - -- -- ----- ---- d 6 Frame drilled lapped fo•EOUIVALENT 5/18 mini-16NC7 ground xrew txln MnAhole pening� - - handholeMIN• 12" Gravel Base No Stone Over 3" DimensionReclaimed Pavement Base No Stone Over 3" Dimension 12• Internal handhole Items 356 T6 (305 mm) (Or Reclaimed Pavement 11 II LIGHTS SHALL BE 400 WATT HIGH- �� {! '! y II cast aluminum alloy ,( II II -- - - PRESSURE SODIUM OR METAL HYDRIDE II EF N II ( 11 ( Approved SubgradeII II I � II j II � - , „ „ , f bolt Mtq. Shah WIN Base Boh Circle Anchor Soft Base e:,w Height Catalog Size Thickness Size Proi. Dia. D x AB x H 04 Q Q Q Q Q QQQ�Q QQ^QQQ QQ QaQ RIM) Number In.(mm) In(min) In.lmm)In.(mm)In.(MM la IMMS o°ocee a c1%raC1 n[t��o���]a 43� PRECAST OR - I ii ii I S� — -- - - CAST IN—PLACE t 11 I II 1 SSA6M25W% a .166 S2% B%- Sc 1 36Is4 CONCRETE BASE 1 „ , „ I SECTION II I 11 1 0 1 f ii I ii , 50n0 P ' 6" CRUSHED STONE FOUNDATION 2POLE SPECIFICATIONS dna l;� -____-- NOTE s EXISTING CATCHBAS I N OUTLETS SHALL BE ,JLC\ 1 356 t)cast aluminum alloy 3 Str i qht square shah etch finish. 6 Anchor bolt per ASTM A° F II �� •-� shoe base with aluminum alloy aluminum alloy satin etch finish. with f 1)nut,(t)flat wasr•e, and FITTED W I TH C I TRAPS METAL LIGHT POL knock-in bolt covers 111 lock washer Nuts,was",ers • • „ 4 Dolled or Tenon lspecilyt. and threaded portion of t,11 aro BASE DETAIL TYP. 2...2•x 4'e•151 x 114 mm)flush hot dip galvanized handhole assembty with internal reinforcing frame Frame firmed 6 tapped for k.' 1814C 2 grounding screw DETAIL ---- — ---- --- GREASE TRAP �r_o,l il_ o" 8-0 -il' �_• s;-o• DETA I L NO SCALE DETA L B I TUM I NOUS CONCRETE BERM DETAIL I 2 ����►., r��� n�o� iN��-,:�� CATCH BASIN PROTECTION C r►{.*N�_s lit-"I"E1�L u 5T _ Mo SCALE PLAN VIEW MANHOLE � frl.cN cam ' I : NO SCALE wtEo f Izotr F^ Ic J"P�DLI no scale1 -- - 1 l _ SEWER MANHOLE FRAME 24" DIAM. MANHOLE FRAME AND COVER I & COVER I ' �!' 1I�I� ! 0' SET TO FINISH GRADE � �� — — LEBARON LK 110A, LABELLED DRAIN 1 j - OR SEWER AS APPROPRIATE I —TOP s TYPE A BE - -- Full Mortar Bed I Lo �� _ BINDER 2 to 5 Courses Leveling Brick I U0 U 2 , <2,(P RNiNti Gush � HAYBALES DETA I L SLOPED GRANITE EDGING PRECAST CONCRETE CONE - 24" DIAM. MANHOLE FRAME AND COVER --� NO SCALE LEBARON LK 110A, LABELLED SEWER i�l�'J�� -•r`I' I C A L I LAND PLAWT N T I N �-, t�STA I L FmSH COURSE GRADED BUFFER P P 4- ull Mortar Bed a5• 6' '� ��r �—'— PRECAST CONCRETE WALL SECTION 2 to 5 Courses LevelingBrick PROTECT ALL EXISTING AND NEWLY BUILT ENDER 4' — 0" ( All Joints and Penetrations CATCH BASINS DURING PAVEMENT REMOVAL COURSE • AND REGRADING OPERATIONS.ONS. 6• x t6" SPUT - to be made fully Watertight) � PUNT AT INE sAIAE DEP ' •• � • • e s�'.(� s" PVc HAYBALES SHALL BE APPROPRIATELY AS PREVIOUSLY GROWN.DEPTH BASE COURSE --' '. �' • • �• ;yl, FAc1=0 GRANITE FORGED OUTLET { HARNESSED WITH CLIPS OR FABRIC. • Q • • �� • •o. u. ALUMINUM ALLOY 3" •• 0 6- ' 3 PINE BARK MULCH•51-IRE1rD d. •;•• s COMPACTED GRAVET. SAFETY TYPE MANHOLE INLET ,_ � � BAC?CWG PLACED PRIOR „ 1 16UNT1E AND ROLL BACK BURLAP 3000 PST �'"�� TO SETTING OF GRANfTE STEP AT 12 O.C. CEMENT CONCRETE INLET FROM 1/3 OF ROOT BALL (MIN); 4' i _ SYNTHETIC WRAP IS USED. 5" MIN 2'-2" iREMOVE COMPLETELY. p- OUTLET i SLOPE TO FORM SAUCER. PLANT BACKFILL MIXTURE. SCARIFY DOSTWG SOIL k BLEND — euz __j APPROVED SALEM PLANNING BOARD 5" MIN W>N PLANTING MIX 1:1 6• UIN. AND COUPACL 00 00 0o PRECAST CONCRETE BASE " _ ._, �$�o� n 11 —0 EXISTING SUBCRADE 6• VARIES 6' 6" Crushed Stone BRICK INVERT CROSS SECTION VIEW MIN. MIN. Foundation THE GREASE TRAP SHALL BE INSPECTED MONTHLY AND CLEANED BY A S H R U R PLANTING DETAIL LICENSED SEPTAGE HAULER WHENEVER THE GREASE LEVEL /S25 % OF THE EFFECTIVE DEPTH OF THE TRAP (9"), BUT IN NO CASE LESS OFTEN THAN FOUR TIMES ANUALL Y. BLACK REINFORCED RUBBER HOSE (ABOVE FIRST BRANCH) THREE STRANDS OF ft O GAUGE TWISTED GALVANIZED STEEL WIRE DATE PROTECTIVE BOLLARD ; GALVANIZED EYE AND TURNBUCX �� 1 CON(. THRL,T HI.00K N . T. S. �peµ�. __ , AIt- WATER VAIN IITTI•v_,`, 2'x2~ UNPAINTED CEDAR STAXE SITE DEVELOPMENT PERMIT PLAN i �� 4 .� CON;, h�RllST Hl.(Y�K G o RFNr),. Tc-rS PLM!:� r ti ��, I { DETAIL WATER MAIN (3 STAKES PER TREE) TIGHTEN j yo . .-, �;: E1= R� ,TRAIu w'/ 2u`>T t r E:P y ,-4EJP NCT:D AS SHOWN. PROPOSED SHOPPING CENTER RENOVATIONS TYPICALTRENCH SECTION : . _-- AAI_ T BE I Ear �< K� 4 :) IA:� ; no scale 6" DIAM. PIPE FILLED SOLID WITH CONCRETE", - :F,A�_� INSTAL �� TSA R ROUNDED i �• END ANGLE VARIES FW_K FILL B�Ail AGAINSr IJNDI,, )R�3ED FA. "•E DED TOP AS SHOWN TREE WRAPPING PAPER TO SALEM , MASSACHUSETTS O S SIZE 0� CONCRETE THRUST E3!_' :-< i PLAN ELEVATION _ AS NOTED E?F L Ow • sEcoNo•eRAwcN. I� II SITE DETAILS oTREru:H �: MINIMIJRA �M RFs;IVB STRt w:,Tr� o' TREE SHALL BE SET AT OR 1' cp �'Y��'��''-�. TF2lJ:T E3'._OK CO^ -2�T' _r . ,L •1'. 2.)')n S I ABOVE THE ESTABLISHED W —CONC. THRID>T EIFOCK FINISHED GRADE. PREPARED FOR PREPARED BY RAI: R!N:K v R.M.D. Incorporated Eastern Land SurveyAssociates, Inc. "> —VI AJC 1 � E j\ CONC TI44IIST 9L01:K • { ' k PINE BARK MULCN•sKR_�D 881 East St. 104 Lowell Street 9" " FINISH GRADE :..; _ I I — SLOPE .TO FORM SAUCER. Tewksbury MA 01876 Peabody, MA 01960 (508) 531 8121 MIN -- ��" � ' • --�wAT E.R MAIN v . . # 3 HOOPS ® 12" D.C. AND 4 # 4 BARS r,t,' 3- UNTIE AND ROLA. BACK BUF14AP SCALE 1/ERT. FLAN EI'EtiAT{o"_ - FROM 1/3 OF ROOT BALL (►�t�), ,,. • IF SYNTHETIC WRAP IS USED, AS NOTEDAe REMOVE COMPt-ETELY D a MINIMIIM THRUST Fit PF AP—C AR(A`• ! i f 2 � /w 1 , ,/' 1 ' D pD / (O I IPIPE DIA tFES 5U FT. 9o• REND So rT i .�• HE Nn SD t 1 I 1:• Pt NO - -j---- _ •BACKFILL WXTURE. ; •• , T D p D D 1.0 1.0 1.0 j , o i PLAN r I /R 1 D D p p D� D p 6" t 5 2.0 1.o i , o 6- \ `\�\� K UNDISTURBED SUBGRADE " D D CONCRETE BASE 81• z 5 S 5 , 8 I �?,�i 1T/: • • 1 CRUSHED D D I 1 40 5, DATE STONE 12" 6.0 80 ; 40 70 ' .: fl o 11.0 ! 5.5 ' Chrlsto her R. Mello v on A. Morin i . ( ,6•• -,D 0 14.2 ,D I •D ! MARCH 3, 1997 P � ALL CONCRETE SHALL HAVE A MIN. 28 DAY ___—� _ ! t 2' VARIES t 2' PLS 31317 PE 30969 F 10786 COMPR. STRENGTH OF 2500 PSI TREE 'PLANTING DETAIL REl✓ISIONS SHEET NO. THRUST BLOCK DETAILS 1. MARCH /0 /997 4. JULY 24, 1997 � — SEE SITE PLANS FOR BOLLARD LOCATIONS SCALE: N .T.S. ES UNDER 4" CALIPER ' (FOR TRE 2. MARCH 27, 1997 10 OF 10 SCALE. NOT TO SCALE J. JULY 21 , 1997 1 } T. • 1 1 1., », , 11 I P > 1 .Ir . +ac r t+ -- a. - j, I - . . - f �, -_ - - - -\- \,- 1. ___.,�. - __L_'__ — - - - - — _____ - � I . -1 ; -.A .. '. w �> ' .�, ,..., L 11 'r .r rt . . � L t i ' `' ` .� I. K� r 'fie _ t �,, AyIt_ .err l t ,2 : .• - �' 'Z z ,a �• y � , __7 , .. . is . � Ay p z '.��wft�f --7r ' I , Y \ j/�1 L 4ej I * . a ,. j s !I - ( - , "� ,.?� .1. .-, / r _ -- / .. _t 1 -. 1 . -, s f ♦ -. - . , I /// r i' !V t �* I Ll-�'� F-�V�Tl NGS------•---- _ --- - .-- . ,O __ t ._} _ .- -. r-- _ . C A , I ,' \ I I ,JLJ-VF t"f ��c � p s \ .. �) ; , - -. , Com.-�-''V� �„"i.. -i r_x,j ,11#?'�, . 1�••� _ _ _ ._ E /�, a 1. _ ,�'. •�. . '„"'T .. 1. �..�^' z . \ I ^�. .-fes r • , '. ✓T I� _ �..i 1 �- f^'ter 1 w" ' i t \ 1'r - ,,, :,, ­­��, ; /�-;,I, r ­" / �/ 4 "h �.;,,, .. , ,'/k '' i ►-- E 3j4� , ��,.� K..� / 2f*s �::,s i^ - ` , _ J •, �' 1 -* 1* ' ,y4Y ,.\,. wry a+.. f 1 yF 4m\-,�-.I—:: , t.0 Ir t 6c M ' "� \ _,.�- �,. ` .�( `' t ''v , ,� P OND Y S 1,0 -: ,#.._+», :t W';" ;' �, ( i- .rte - V �/ S 6 n \ 1 r / "V �f 1: OL-Ort ' It _ nj --- Is- 4th 3 —•� 4- ` _ + �, t - _T ,� � _ _ � \ 1) ., - '7 4 NK - }36.. k - k �,____z-_�_, ___-} .� ,_ .. 4 t _ E ,? o c � ���, ,` - . . I .1 V\ I , dr I. - . " tq>i I , --- -i-1111-1,111ii/ _11!k _"�( i - _ - - ON. . I '> -w .I I - ,, I - - _ 11 4 , . I Z \ _^ „l . ­�r-4 -rT ,--,I s - 1 „ O % t S' r �- i . I I -, - I .- A� I I L I ..,•I �, �.,� *t R��rti= . ,- , " � �. N�.Orf extern '�.I ! .� ' � � � � � , tTTV- �} c - 4 �, S . j i t ije I 9 +, ,: ` " a I / t4 S i 4 4ttl , I . - . . .1- I . I \ . - 101 - I -9 _k , L — . L _� I I- L� 1-2i !- O., U* u I`I I i _( , LI I 0110101111111 -� * 1 IL i \ f 9 �' Cd r'� 4'2• j 3 �O-•43-1 D f f 1 i ; - _ 1 a i4 I \ 1 ' :O ' Y.i.S,, "'t, .. ti r - t� { , 1 �`+ 4 .�•! .,,y� Imo• f .. /•_ /. !. 1�'�� r t I 7 f ,% \\ t ralp , y .11" ri.i - . _ j / _, / _ r a.w_ t ��� �''` i / ! I C. / < /T . �• / p \\..s I `�\ y S Sj-32 E , �;" e } Y } ~ ' f ,J - !../ - I � r 1. I // t ( v J 1 LL -\ J _ r-W1 I ,-. _, \ IN ' Z, , .a-.._,r . .*I- . # -- - -- —�'- --_ - -- --- -r- Y � . U 1 t f ­ i .. ", ,�, ., - r }� 1 �, < . t r-_ - \ E 4 H V J r 1 I f 1 1 .Y r ..�a..� ` _ % �- _ Y r f f _w c , 4 E 'f u i _ , . _ ; -�_ _ `^� - ti A ^� .�`k - .., 1 . i t j � f i 1 I � \ r � i � \. .� a. J 1 I I ��► �' �. I I I ! I i - v iiiix % l� , �+-- . " I , /,-/ I . __ . 4, if 1 'A G.p - I (LD'aI I i I \ j , '— -____ �. I �. , ` •r T. xore f _ - i Yt+c �� 4 I I I - '- I I- - I ' 1 � i I �� f� ,�--, �� �' `l - u.- 11 ],t —?,_-z4 +`� Rd RAL '' ,' - /r ' I __ - _ _ • - - __ - �#,x --*-I— / . '� , _ f \ ,`� E hf S11NG BU,I_DRC 1 I Ira / , — -,\ \fl , I I I � 9 ! ; � If •/ JAX \ / ` �y7�`11 s \ .� — 1. ♦ _- .i-' 1 a ,i. ^�v � ~..y, - / , // } y I <\ \ 1 , �' t f/ \ ` \ \ 1.• \. / J /`O �. "• ' Nd) -,pi/ . C n SAI Q f- go,- /I f I I I i I r -- -- -._ — - _ �-t —: _ _.. \ •-� or / , rA !!YY All. 11 VIP* , �, '1+ - t I i / It 1 � „_ I i I - ,.1. i 1� c- I lot f /,/i rj/ // , I I j . '1\ 11, I I I g ; ; - Q (4 �"! a_ •„ f ,♦. .�$-i. -. «1 ,L .\i�•.C� . --.-__ \, ,' ,// pt \ I1b i I I - 1� } j ; 1 - ; -, '^� 0. t �� - - �// /i, 1/ - �.�: f ...1 11 I/ - I- . . I qdllp— , - . ­ - --im ., I . I'), . 1 51--- 1 . I _:A - — _j — t---- _ _ — — — __ _ — — — N . \1 . . , . . i. 'r? - . .V,+ (Z� "­. _­ I \ \i ), 404 4 ;z rid . 4 �Y °Y � %- ' / \' 1 �_; , - \ 1. tM \\` //s / �, ' � - o ` , . I ­ 11 N \ ­ '� 1''`.�i•• t lir a - •j\ C� , �' �,.,p ~ /A '��' �� + rii- 11, f �/ .. +,, <n 4' + N 6 A L�✓. C N A►HJ L t ttiiA+L \ / '' , ! ' ,C> /� , � 'o //L / ` ^ /' /� , 11 -I I0 r,_ . . . - I v � - - --- --_- _ , �, '/ ��Nt� . (1 I t'� , \" Jf� ,J' '7 r L� _lfe. -.. Y . f / F - 1%. \\ � \ -__ ' / r / - - _yam,^• i ,• - a. - - _ ! \ \ �� 1-11 \� \ - tMArK easfc rtfct�n I y f�� . �, r�' /V- ,,,., 'i.r,� �- %> • \ \ \ 1111 % / iit1 1` -- - . t"' x .r . . , `;�. k_ Wim'` ~.. y.- '// - \ v' �y �,, \) � .\ ` � I f , I . 14(� '`i`., , 4 / - - iii. i J. ,. ; 4r%,_---„r.._ -. E � � - ` • ;c�..�c-f'- ----• _: �- ` \ I, f - — x�s Y a►�v >�u�c � NG ,, �iQ I \ ., /, 60 '' -- , r: , _. I - 4q, .� 14 sr /. \ i ,' 14" 616 a, - :tom4w 8 -\_ �i> `� {� = - *- I. `�. 11 10 cit \ '\'-.� `,X . . \ � / / , 4b - 1! . r �`� r sIrl \� �. \ ., I -N___ I .. T*IK 40" 11,1/9 .1 I I ,� " I., I 1_; . <) + I . ill , a L\`\\' ' f \ - V y ti . 4 Y' �. \ \, / /' r ly -. a .. Ir .•' Y, % ` � `fes 1 _ � - iiI t.�-t. ill �• -�a�s-=-'�' �-��, * _ - . - ` T � �.�� y'�• I i' /� � 11 i'' l� l` , `\l-` '•```., - J A _ _ .... - ., r \ - - EI ; � � � `�; - //�( - I . 11 .. . IN \ ",/, . 1 _ / "\ , 1, I _\ / I N 4 ,A; 1. . . I - - a of" - - I _. ', . I 11, . . . ", I . I '-'A,0-j // 41 � - 4 Z% - . ­ I - . e - �-1 - - ar-lu-m--Ntl --WW- u"AT \ " / ,`/> . I \ '. 1 . --, ,,�_� . - " 016, /./ _ "I' . 4 v - - . , ,/ //��%. / . -_.�_i I 11, ,--, \ �, , I 4C4 , I, I \ - I , . ., - "/ It - / _.-7 _�\i .... -�Zr . 1! - j1W W4 ' - -- I I " �1101 1�1 4. Q _W4 11 A;, - - I do "Up" - - \ / 1^� . _. I ,, I^ 1_11� I , � . Ip ._: .�t_-, .- . . ,j747- _% - . - . tti; 400 -_ / I X, ii� 1. , , .I I 1, 11\ , I I - Y*g IT.- P 11 ,V L,-11� I :,, �j ), I, I �,'\ I I I ,*,r, 0 z "a=.7 . . / I I \11, ., "; i -,i, log-- 0 I� '" - s+s., rfYl�R T T� �tf71 // / 1� a • � Q,l �""- A, `C . . 4. 1 4 ., .: . _ _ # ,c _ ty �. y 1 _ ,-:+� .--..lG r- - _ t, J j/' 1 t �•� � / i . \ . \\ �A.` � 4- , ,t , \`)...�� , '. _ \\ ."3w- - r� � r - , f'-47,-1- --- ., I % . - 111.111ki I ) �iii f CIO j._"►� -...i..•�•-' ,s i _ s L� Ai �i . ,^` ,\ �, \\. x� \, / 1 tib- '�.Q� 1 �` Ii - I - /l �, _ _ fl1tTK.12t�t Al �A 1 Z4& . ,..� / \� ~',\ J N ? ?s-22 :r __PLA?4TI. NCl!'E i C.� r` aK + >1+Cau slw►. rtiu.i.w► [ twou qll,�F - I --- ;- �n r-11 � �. ` \�, l ) \� 1-1� ` v fltft flute�► ®,fr�o„e,i• z \ \ `.1 " \J :*•I 11 , I- �\ ' IN, ,' ` '� J �' 1 T}� A TcA� � moi ' 3'lDtX rMis 9 � �4"�Jr ICAN _ I . 11 *I >p"paLMT t� io/l 0 ,1\4,,S-1\N\ '' \� _ , �N /' 11 t �• A A,, Pc on of x��+ AiC. - -- 1 �\ .I _ \ \ �` ',`� t J% ' Y. AL.L PU�tjTr T? BF 8A11F� BLftL.F'PED >3t ui. Cilli v. -A ,flw<'1__ - TTT�t i -�!'[ To K I• a r� _T L., -.,d"e -.\ ` .>,„ �, \\�� Q,A , T, t - `- 1 ;. Nc1:E� �+ Pi�i tT L I , I I 1, . -. / _N I \ \ ,/ ^� '.. , I I _��• 0I hT som.& fK I� \ `-.\>� .� No.) K 1�, Q A,A . r r 'r� 1' All. PLAbT %IATERIAL lel �,d1 MTISlS fls� c!moi' `�'`_ t // v ?%Aap1AmP[R of 3. 71-E t�Ot►'V_,W--"M 'fti.1..: a3t wl. .�-• . ,� -.�- , \ \ +, �, � �``'-„._.----:� CxT4^_.£?'F T?� r�JfNT'I VG 3}�7h'�. Chi T1� FJEtiK:?4. I J .• TING '�1r�11 ��. ” ;G 4 `' =k • `-�• - / A?:- Fii;)P�F� SLW,11t,T'.'Jt�^S Of P""Or -VWI�3 Si�AU, BL -4kM M'1T1i KAVM cv PL� �,. j A ' •4 r,l; ::�� \` — - - , t cw 'I,r.: c1T o^ 1 L fixer, l Zt7tT, .'}iI1+19 MlhaiT. !1L'li , LE+IF. axAFt. - .�. - �T T >1G►t f O �P'� ri i \\ � � �,> ��. � -` ` , f*A\ Mt k.IL R T hU Aht; ATI SSC R TD B'Y TW E"C.L\W AT TH' �M 1 -I , �. 5 A . 11 " , - J� �! 'I _ - ----N,\\ PRIER K� D:rivI Vc cX f -:�� ,O S I TT.- _ - . ' ' --� A j } A%_.,-,1' J, r I -` ` ` \ i ` -' .2 -_ •o i , TTd?I OF AtL L1ISt'D� 1TTTLIT't / d f ' , _ . I . 9 : -- - � �•(� .'. `" -- • — ''� y / ,,/� '� .,, - �,4 6. OQr"'RriL."TCR Sltt11 S. BE F Nail ' TH tl+¢- 1LJC'.A - - - O , - .\ , �' . -- ' 4- ", E (^� N ' L:'SES FTt!OR 1L Ptrtt�"T I VG AA� Ail "YZ" AMl OC�KP1.1 C"i9 TD 'I}QLL E311 - - / - r l \ --,# - • ' ' + 1 ORE ACLIP'TA!CT tom' IX�tf WADDiC_ Tl�- 11 '! Stf�lii. 01 `\ O \ � . '/ Y 7. N? TRFfS �}tA..... b>E F"L.tt�'Tt:, bEF '` = _ i - �, %--�., \ G" � - v\ - // � ,) / \ < \ \` peek- 5-:,4 REIATIl1'�S74:P 1'Q C;222tt�F Ar T�$Y BCRIt TC:_P��ZQa n+RAS + / ice! �` IN,► f~11 \ \ \ /� 1 t �-�e; ,' � ,,: -��, 8. c':stY_ UxATIQ: 1F Au VvK>P kT PLANTINQ PCS APliiiC�'1lL By 1?� j►"NC i* h R21�t 4 I , + \ , .6 - 3 0,va. n\ � ` k.. ,;� �, �, � t ` "KE -*I&�`�-� OF K.��'T'i vc.. f - I f I iWl.Mfi t.I3T \��� -� /, t. .. »_pa \� - _ _ J 9. F'JR Pi.A' : A,CL PLA. - `"�' �' - fW t. I t ('� � \ \ a1'• -r u iJ11P �r X; `yl -r c 1�! (.? 'E `5} I I/! "`--*- - - t , y- ± l Q7T. Au BLYWrlGL P" a� NAME C&LIM MUM SPY" SUL ,1@1Ai11c \\` \`' �\. '% ; 1 r.\ � � - 6 11 _: . - I . / 'i C, \ �.` ri�PIT - - ` -I... /,,--7-, ' .� /,. ' �� - t Cum ' I ' } t - SRM+ [ _ ' aF tfurt'i/ ./ ,V r �.+ A� r�rpi. z 2 f/r e - +c So' M� �'.\ ` ' _ _ -- - __ f 'Mod �' I fffi w �t, )' -I '♦ K)PT- +q.';, '- �.` AN 15 FA si�ll�iam.�r Irflto Aai 2- -2 I/2- •'-so 3d- 066- `:, ,, +/Y•' - - `•. 4�1 , t� O.aew. ltL.etri. fri. v.il 2"- 2 t/s" e'-►O 30 s.a '--- s"'i; ;^` . -:. . v r� ' -r'A t.L� `� `` *- r 1. 1 it, , 4�1�)) '', r �� �� t-►AN C. GAP _ ,. _ n �< '.> '1:x - - fes Pro %Lj4r7� tri Vem f-t V!6 W-Io' 3)O" " XN //' -. � 1 1 _ �G ��-TAL l (, -fes ...,.•.,.---�„ v \,.' ii S.`;z 'r�'`^ R th>�� ( ( �j �. j�.I i ► r _f �t� ` -i } s .twvr _, .�.. (� t _f.'. ... _ TOTAL INDICATED PARKiI�fG 3 z`� �7A1_t..S '. •` . '-, I : # To jamw -fu^-004-k-4 - =�O� w x ,;_-, / I . . I I . , . . wu"" atmoo" � I U-40+1 I!p . P)I Ift I.. , ", ,�_-, / I I - $ 1 I- -1 , h, W W%& i I 1� �, � �, I I / . j - ___ . A .. Ii.,, t i�. [r / + , , .� ► ro f• art �rllr w Per tawr. I.,la Plan Ir-a' 30" !f►►! ?// 1 /f --`� ,� !«M fw.a was -+ = ,�'; 4t I ­ . ,-It '' 0 , 4, -- 00_�mi a4mal Is I 8011 I \ / �,{ ' �` 2 Ju,Ipww t��wir,ele Pfltaert� 1 1/2' - 2' S.•- 21" n- !M \\ t i i 11 ,L P J s npY t tD a r . * �,� f?>T 1 Wt lar t X04 C<ap�rta \ t ' Tim wm a•� c>.. _ w 1 S c AMM Two IN slaw I" . Lv!!8—- = 1 "^""..` `'� -� ,"` � .r (t. r C't° .. 'JuWper . _-:-::� 0 i !i \ I .�t -•. S f LA�'* TWW M i eft! T11 h•►i f+ettie TLYS�Imr ar a7 1 1/z 2 I f _246" 12- ftN ♦ _ _,_ \ , I't , t 'Oral (>•+l �ly�t _ `-L . =`" `� I t ` N S T 0P SUPERMARKET The Stop i shop Cowwn I s 11. �y'" It: it t t ,« , ,R JE-Z14-8F5 GNc c�E .� SHOP . - . i4 1, N, �� I 9IVEWA[ M P rC i NI 11 \ SALEM .- MASSACHUSETTS' wsef°. mom �, Ali € M � ALMAW PwWf 1fle40r{ f ►/2 -2' tA"-ft A' 12" 94 - ' ' % L AhLISCAPING a PARR I t*i_PLAN t PRELIMINARY? . : '" M►. - �+�, .+ Coprat� r t+tttta LM tlAO a tr alp" IR rZ �A—1 11,11" �. " . !�„r ie.a at. Jhlrw•>r Me.t a 112'-: +� t s' r Iz. fJEC.eq n e t W• mo A.4 ". � wito A g « _ I,n , " '-r > aiifw'• Atte) 1. 1t E �EF�V - E • �. a ? y \ , l r l I dlow Av�\ Ao �X �S�Q � s AV AV \ - e 13 �V Ul �t� \ ` � t> Cf�.Fz PER_ 1150 S . F O� °GVOSS � p".1,017 o ; , SuP�R -�(�.RKET q �, dbd S _� t . S 50 7-C) 4 O r � � `d•. ►iO T fes.t— 2 Z c P-1 1p_S \, � � \e •a. � ��K� � a. �� ovia 'Et7 � Z�SCARS 00 �A-7 ,� �� S Q ---_ _� � to Q W U) fl © 1 Q /14 I - O \ ._ O xI \ i --- - e` 41 tAV 1 00 —1 C18 ^l REVISIONS PR,pN::>0 1-4 SAO 1 SUPE`ZVZKIE T The Stop & Shop Companies iNC NO. DATE DESCRIPTION STREET 1OMA G�1-+�iLRt �/tNN� t`l 5c� P.O. BOX 369 i98S 1;eY�S�o�+ ��`-�M M BOSTON, MASS. 02101 JOB N0. � DWG. NO. ` DATE SCALE DRAWN BY CHECKED BY © 7 • 3_ x_85 �., 7Z. c, _�---'� LINENTHAL EISENBERG ANDERSON INC. ENGINEERS 75 KNEELAND STREET BOSTON, MASS. 02111 roll 2-72- -5:1, Hotn�- I I l ( %-Tr_aR-'1r raw/--�• I � GROUND 4 �L � I I I �L.I AI I )OTTW- ---- ��xu�T �v' GNB N � ' 12 5 LJN1�- (rte/•-.Ir I F--'���N�'1 I���� �"1(Jt�� \ ------- -.---- ------ -- ----------- -- 61^Oq-20 - S 42�- E 58-03-20 E l'� I / / \ \ S ' 2.1 ?C, I , POND + 4 •+- 4- + �_ - .Oo 11 56 3 0 -v��p 1 T. SLOPE _ _ _ _ _ _ _ _ t E v -5 --�. -f- ' + - 4, -- - - - - - - - -�-- ;74N36 _ k - --- } + ---+ -- - �- �. _! - _ _ +- - -4 3-31 -,3 E s.°• ),23 ,� -� , ?C1, B I CURB o S F++ `1 SH{� Tn �+! SLOPE EASEMENT _ - 1 OS S 05-23-40 E /` +Am • ` \ \ \� - r . . . E I �T/�f- CC\ } .✓ \ S bb- Op' � 8.2' S 40-03-10 E ��o S'a 2 PSE i - S EE F - CE - - - - - - _ -- �� \ \ N E 17.6' __ — c �. 1 o� /(10 fI 1 / J - 1 A_.I /g' i� V �- �' S 52-32-00 E I �/ A / ' - \ l / %01-_ / I 1 c �y -� 5Q.31 _ - GROUrJ�. �\ \ f IS 48-34-213,$ / / J -24.2 I 0-11 t ,.-` SIT. SLOPE / �! TRAFFIC t^ / / 1�1/ n - / r� ►/ +�- 1 SLAW P` _ + + ----� 0 E o ti v — -- - — - - - - - - - - - - 7- - - - - - — — 49— `-7-c) 1 0 � EXISTING BUILDING J - -_ � - G \ -�T r / `\may\\ � � � { P� < �3� \ -C `Y I I I i I LLP l� ��` _ ___ _ P 6. �� \\ Q' I � � 8 + � I � M/ � BASE rYA ��. '• / - B►t Cum / 17 / �' 1-" ' — — - j \ A 4 94&.14 C�/� L_v, CµA I r.j L 1 ►.�wt. ;" �. T, ���e� W/ V I rf�-�► 0 2_ d-r�.6 ti. ��.4 ' � �O >•-- � � � � Vt < (�z N4A, or 1 - j �\ S 684/5708 \ \ \\ A \ U( / \ DRAIN EASEMENT 0 31 GN V _ I - / `gyp, � \ •- - � ' � \ � '" ��j - \ \ - - - - --- EXISTING BUILDING -� CONIC. , fKCH�S N CALIPR a 3 NCIIiES Ili CALIPER \P6AM VIEW - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - y 1 - - - - - - - - - 1 - - - - - �- - - - - - - i I / - -MALLEAOLE IRON r I I I I ' - cx _ ® ANC!!M SAEI([S XhAI.L BE 27x2"xe DRESSED OA'K 0*4VEN INTO UNDISTURBED EARTH V / / BUYS A MINiMU>tl Of 2 FEET � TREE PIT TURNOUCI�LE RUOBER HOSEsf, ' « RUBBER MDSE � =,p` TREE BALL 4I AE { TREE J�1 T r \ / / j `� JV 3 -OAK DEADMAN �`""/ UP 1Z11`E, L0 C-A-CC \ v PLACE �"f S ABOVE F tItET L BRANCHES ENCASE WINES IN RUddER NOSE AT CONTACT T WITH d ARK \ \\ v J A WRAPPING MATEML SHALL BE HELD \ - A / BUYS SHALL BE DOUBLE STRAND IN PLACE r'ITI/ SISSAL �IMRN TIED AT \ TWISTED 12 GAGE ANNEALED ZINC THE TOP, DOT TOM,AND CENTER Of /�� COATED WJRh WRAPP148 MATERIAL TURNOUCKLES S fE SALVANiZEJ) / OR DIP PAINTED 71'LN A ON IMUM 3 TRt Wt TO BE SPIRALLY WRAPPED WITH OPENING AND 3,F18 O(AS1ET[R SCBEw TENCLICNESSES OR CRIURL" 'EMI" DEMENTED TOfiEtHER WITH � � '�Q • ^ \O � ISITUMINOUS MATERIAL FROM THE BALL \ \� 7 cy BRf13►IT COLORED TAGGING CAPE - TO THE LOWEST BRANCH \6� i � _ _ X ' `� ` �t / / - _ r / o�j . SGP - D At LEA_§HALL BE _ MALLEABLE-TR'ON TOP OF BAE4. IiMALI BE AT SAME GRADE AS GROWN IN NURSEIIY C� / , �.�/ \ , 4.11 AS (3"M IMU M) Ott �'OAK O r DEADMEN WITH MINIMUM C� D1JMEN$iON OF TEMPORARY MOUND OF EARTH UP 4"OF MULCH H AROUND T REB. Plfi T 0 RE TAI N X \\• 4 QIA.Y iB LONG t� "TER T O T A A j ---• - *QAI( MADM \ \ 5 . 4 i !2" � SIbW RELEASE , 4�'•- ; I FERTILIZER AS PER 0 tS - SPECIFICATION V i� l °22 �+ • UPS I $TOES Of PIT • PLANrT'ING NOTES _ \ SHALL BE , BACKFILL SHALL MALLEABLE IRON \ \ IAN 1. ALL PLANT MATERIAL SHALL CONTw`1 TO ME M:IN'I "11 GUIDELINES ESTABLISHED Bl' VERTICAL r BE MADE WITH ANC!'IOR Dfi►T OF PBT (HALL PREPARED THE At`lgZ I CA'J STAVE ARD FCR M TSS FR1' STiJCt{ PL'BLI SHID BI' 'IHF AN�Z I(A`' B E 1Z�DEEPfR T PLANTING SOIL 0 ` ,LA' .�` J 4 k - -' >t -- -- - F'G• / ® ASSOCIATION OF IdIsRSER�ME�1, INC. THAN DEPTH OF AMO FIRMLY TAMPED % / _ _ _ rr� <' 2. ALL PLA"llS TO BE BAL11L ViD BLIU-APPED OR OOPTA1.tM-CR0%N LNL SS Orn} ISE f �( NCfI') ) ON PLA.MI LIST. BALL OOTTOM ,Q�P,�T 710 BE AA©UND BALL IN Q l A� -- _- _. _ / O'- - LAT INCH LAYERB �Q 3. THE COhTRaC.'IC�f' SHALL SL.PPLY ALL PLANT '%ATFRI L Lei QL M'ITIES 31- FIG`II$M TC! ' _- WIDTH OF PIT SHALL BE 2 i TARGEREE �RATMA!! IAMETER OF \\ r� / CtJPg"..EIE THE PL. NTI!�IG SHC1�►'i� ON THE DRAWING. I TREE PLANTING DETAIL .;K �`� `�� �� Q ��• \ � , NOT TO SCALE n\� ,�� \ - -- \ 61GN� 4. A, Y Pl�PC6ID SLWT I;LT I ON'S OF PLANT SPECIES SHALL BE 'LODE WITH PL,�TS OF I �� �'' / ; \ j EQl'I ALI+VT U ERAL.T. FCI�1, HE I CSI , BRANCHING 1 NG HABIT,IT, F LlJI+rER, LEaF, OOL.OI?, "'.1 FRl'IT k\D CULTURE ONLY AS APf�'ED BY THE EdGIr'EER. y i Era �� J \ ' / 5. AU PLANTS SHALL. BE TAG=D AND APPRCA'F� BY TNF E�i'�EFR AT THE WRSFRY '/ v O ^_< PRIOR TO DIGGI'JG CR DELIVERY TO SITE- /X `3 •�' L r UP 'WITH THE LOCATION OF ALL EXISTING L7I'ILITY ZQ ,. -- -- ---- 2� �,�, 6. Oc),-MNC-TM SK-U-1 BE FAMILIAR \ s I GN 1 E LINES PRIOR TO PLANT I VG AIND SHAI1. REPORT: A. CL�IFZ.I C'S TO 'Ili ENG I h'1�R BEAR S�'•..s REI.ATIO:�SHIP TO (;RADE AS TFIFI BURS TU PRM MOUS C3tADE. 7. NO TREES SHALL BE PLA'�TED BEFC)RE ACC.'EF'I':•J�'CE OF FJOLJGH (gLLLDLWG. TREES SH•'�I.L RADIUS= 48.62 44' `� G�Ly 8. SiA)� LL-CATION OT ALL PRCPOE FUtiTI'v'G FC2 APE 'AL BY THE EVG;'�EFF PRICK � q� .� 'n� THE oa�r't>rtic>�,*i'r oa= >?c.Aarri arc. ARC- 57.98' ' GA16 X 'tf. ��`i �0,�� LP � `-H-CAP RAMP ,\. \ v`.\ I BALL 1 PLAW LI8'P IAN- 33.00 . _ / 1�.� b 8+\\ 9, FOR PLA:.TI'rG DETAILS ASD PLA•'�T LIST SEE SIEFT I QTY. JAI 80'TAIYrICAL I� CLT" MAME (:ALLPER KEIT SPREAD BALL REMARK / � \ \ \ � ,_ Pte\'• � SIZE PIT . LAM DECIDIX1011S IliEE3 „� fJ p . M0 OF EARTH �� AR Acer Rubrur,, lied Maple 2'-2 i/2" !!'-10' 30" B+8 ITE CURB -!1� 'e �i 'R!d Sunset 'Aid Sunset' 1 Of D UP PLAN Box /-,,^ �j' FA Frsacinus Americans Mhice Ash 2"-2 1/2" a -Io' 30" 6+8 ADdBbi 11 . f c .�eBahill' � 10,- s Qusrant Palustris Pin OtJc 2"-2 I/2" 8'-10' 30" B+8 2f}- PC IPttus a+u.rssn. Br'adtslcd Umar a"- 2 1/2" S'-ro' 30" S+B _ Bradford GRADE ASASROWNALL K AT IN NURSERY BANE TEMPORARY MOUND OF EARTH 4 u�y ` RA Ar-yL� 2"-2 '/2" C-10' 30" 3+0 E TOTAL INDICATED PARKIN z�� AROUND SHRUB PI T T 0 RE TAIN � I C," C�A►L•-� �.��, Ct!7- FG � �TALLS 2 ►MCMIES OF COMPIIICTED MULCH MATER (4.1 '115 / 'VOWJVNG MATERIAL To K CUT AMAY Pinus 8trobnns i8nita t?int t) -10' 30" B+B \ SLOW RELEASE FERTILIZER AS ---�• -- - _ FROMI TOP HALF � BALL OR AS � PER SPECIFICATION . .. . . . SPECtFIED A p1f Pinus Nism Austrian Pint e'-►O' 30" 8+8 SZES OF PIT SHALL BE VERTICAL �-WAWILL SHALL BE MAD[ WITH PREMREO PLANTMKi FIRMLY L/MERS W T"O*OuQHLY VMT" AT 1 SDTT FLAB TO TGIE OF PLANTMIB. { TRAFFIC �E i PITS FOR BALLED OR POTTED RTS FOR BALLED OR CONTA�R I 2 JGP Jutilpenvs C'hinerisis Pfitaerians 1 1/2' -2' 18"- 24" 12" B+B o WG ISLAND PLANTS WITH dA�L OR CONTAINER BROWN PLANTS WITH BALL OR I- 'Plitt erisna Compacta' compacta, LARGER THAN 12• IN DAMETER CONTAt41ER LESS THAN IE" piAu/ETER 1 Juniper wCo SHALL K EXS^A%TE0 TO A DIAIETEW SHALL BE EIICANTEO WITH DIAMETER 1E C20 -� CAD ; AT L�Ast Z4" I.ARBER ANIS MIlNMJIII AT LEAST K"LARGrER THAN BALL OR Jv Juniperw Virginians Grey Ari 1 1/2'-2' 1d"-24" 12" D+! j: �v '1��_-�t' -- "fi��e 12 DEEPER THAN SIZE OF BALL CONTPA ER 'Caret Owl' Juniper OR COtTAMdER. ,l III:�►Islae STOP SHOP SUPERMARKET The Stop Shop Compon I es INC. MASSACHUSETTS P.O. B07 '6° •- D6CI— SLip�S ,, REMOVE COMTAMER FROM CONTAMIERIZED MATERIAL I. 7 * Gt_At, /2LW5/a SALEM . BOSTON, MASS. 02101 BALLED AND BURLAPPED OR CONTAINER 605%* QTS 32 rLA Ljony�nous Alatus D�mrf winged 11/2'-2' 18"-24" 12" a+8 I �„� no'„, LANDSCAPING 6 PARKING PLAN (PRELIMINARY ) J0e MD. D14• "�- >v. I t,ATE - , .. � w 8722 ,3 L.A - SHRUB PLANTING DETAIL lee w ,- . 2°' Nrpericua 8t. John's Mort 1 1/2'-Z 18"-24" 12" 8+B NOT Y0 SCALE (Bt. John's Mott) L I NENTHAL E I SENBERG ANDERSON INC. ENGINEERS • '' 75 KPEEL_A D STREET BOSTON, IIA 021 1 1 y'� �/ I +� C^� � � }� a t I ■�'t I `..� i i _1 r 1 w11I1..,' +'� " ", •*► '' ", ."_''p 4j', .,*+. -'J , • �- .. w+r �.. *�, :F -u - v r , \ • _ ;• .�,A�w�..,�•,'! °', G �- i t--�r- ' .. r n I t- .�_.. 1"1 rA_ . ..1 . - ... - - 1. I i, IWO 17 �,. I "t �' -i . Y ;I R f �, t {. i s . •.. K ` • �{�_J�� 4y.� * ' *: '+� - - ,. 1�. .. `V i ? f ,. ` . s'+f,`,' •T _a � '.- - - •"t wn �_ '2 . ��_ -de1 1. fi 45 re-. Hft� +war / # �. \r - - - ,�1� +�,�, f ,. .", r 1� t • , ft i► .ir• .- - \ 7+R'J c.(/ 7/ - . - � � - ' - .. I -1 i, -,}ftp `.,• - .. �r �,y .. , I 1 der 1` r" 1.�•' _ +� ;• r ri „�. r. ,_ I .. -\ _ _ +fat' `..y,,, k tv ' - 01 , „�. •. �r IA..-. - . _ -- f. 600>w i a .. . . .e . --. ^ a " r '�} "` ► ! �.mss'* R � '; _ -' i 24 _� {'- ""'� ' _ O's , E , ', x + 42 .;� - . 1. {�[^ _ 1 �'fTt�t / rG f. Fyrt.. tt . f f �} ,a , '< - v .'b _. J>i. 1 in" �,y�..-�, 1 f l - - '1. .YI. a i'E!'L <> qY:. h. _ r " � , r„� ! �� 4.. .- `� y N r, ? FAS _ / .+� _/ s� � 4-1 0 /'� . i! < .`1 r `+•r � IMRM ) f /� I tt11 I Q� i.ft f[ ,( t-1 i \ 4 a , `. • � , -R P •. . i f 4 I , MN-- .� i fte t ''�"�'°1�_ "' ,JR,t -� S �� , `, \ P ONO �'\ Z �_A . -,r,. ( r . � - .0-W-F .w ..----..a__ _= r -" =� Z22b� - zlk�__ - __ - - *__ \ Ill 4. 0 4- * I- __ - _____- . A# I i - T OF . _­_ __ + -p 1 -4 -Y � - - � ,-3l 1 E I ^ �, %. . I ( , I 4r I " I I . : —� J}C �12 _ < aI 11 ,wl _-,� �-"�" •rt �- S lN It C�,O ; ,U _ __•D ' t _ .` r" '/� 'tom 1 i Y�` , r / 11 . \ . v G F It MM lA .TKer..-•s- JM i +� - 11 X • �4 �° vl�44 94, 2 r7 �'' .O j f4 ? 1 Ol Ort L�3EyCf�fl `� .'• ll 01 I ` ," . ��,. 16 (7 _ J ! I } � �\\ .N.t� E 3 04-13-40 E { r °A, ? // / • f ) ' I t - ., r - P_ — — [Al ii — -0 • �I ,r \ 10 r. X0-03-I p t f . ;11 ,Al— \ > --- _ �-2-T-� 'rf , •� �y 1 1sE t 1.• _ -- - , 1 ,-___40. ' �' ; .• - — �.__.__ S3 T - 53T C 7—t�'_.!,1 / j f.� a I a� - '4l � ------- �. ? � �) �� / � 1r 1 >. • , I _. 4 �. a ./ _ 4 •1. • --- /� �:� I - � I; `'�\;, 4" . - ' `,, _ , / ���j // . 1 � 4 A p "`r w► ^S _ �tl "` �� + 2' e, N�!;��r _ I {�•'�' .t� T O i C c t �' I A. .i - 1 t �' 1� _ _r--�rls r LM�tB Q' y fi___1 { �i� �l '`•'o r} ...{ -,� )�'o I i 1! a i� �If' ..w r �-A A rw t :i 1 - �� ✓ , 4• �'` -� , '\ r -lj ` t_/ "%_� I "' !\ (. _�` I 1 \,may -t- 's M-.S-6-1V ' �< ` 1 .�..+� 'r ( r`� rJ y, _r ..)A, ,-~ r11 st -' i i i I �Al + U j E E }Y Y 1 M4 �., !l- .,. ^ ,, �- -, �._ .,__ -.:s. t' i •_ �' ' w ,, ro' I�`,, } `.:a,+•�.. J,,,yr, ,.� r , j-�'> ., -- •L•--- - -. -, - -- - (' f'I �•± I U _. _ 'l._ __ I j„�„r:•+ '�{� i' r { , z ' 1.., f l' , , ` VIM. `!�{.� '} F� ( ^ --t .� �. I I 9 \ y ,/ ham, _ a . ` �-, s . -- -- l' 9/ a 5 L. . .4 � t ,• (3,'' ♦'Y �_ M ,v _ .-.-�-._ \ '.�"'�` c Z) I- ' r :E �. i _ I C J I 1 i ti / -,A �-.� _ / . _ '` ! .. J, , ,• -._- / ° - 1 v s r y �4 - 7 al4. 1 i ( - - ti � ? '---.---- r r N: r.•t '� • ~. s/ \ / I (, I I i f I \` � \" 1. % U , -s R t-} R�� r - Iii t ►,F d', i ` ` .c i, ...- r 1�i /l�, ' ' 1 i , + �— -- I �a \ it� ` ' �ti. ` \' j - j A��. - n •J� -00 `/� �.' \ 4 w : 1 ! ! L-4 Ll A Li -1 L-11 H � . �_ -2-.-4- t I I , I , . '. "I % . >_­_� f I 1,I I N,( 4, U I L D W(,'� . . � . . I I I � , _-,_� L , , + I I A SE � ,, . 164 . I - . ..... 111,..-�� 110 f . I c � I I . , 't / "/ .4. . ..W . * .- - , I - 14 x,p _ _ _ L 1�, - .- I �%, rq� I I I . I �c I _� �" 1) I . I . � . I .1 11 > �`'�,. ' ». .4. .' • ` A s . . . r i ( �- 1 1 I __ 4�? , \/\ �� ' ` (r // �'pO. / is 111FFF ` .- . - - - I .-I - , __ _ __ - - .. \ \ 10 4� , . ,*4 I I , @ I _�, . i _ / �I \ I/ aJ I .. -i,,,- " „� t _ j I -- — _ ' DMµ �, ice+r "`, - - - ' \ t * ��' / J t �r11 - S:.I ,R ,. < - -.'wIli '`r. f �� • '_ 1,v ( f i / r \ /'' -♦ - -, C-•l ` ' \`. /, , ' .. c. P ... L I cr .r I / tP11 r;; 1. , ,\ I . T I _75 . I L I j I , il sjp� .,-Z�� ._: I -1 I, 4 1 . .. I - . \ - . 'A • T i ,)t /"O . , L•ms s LI► ,, ti � — - — „�. , eft / l { 0 f7 L !i I__a ,r* - 1 V \ S I �,, /*T /, '1.a W� 7 1 L - . � . - - . 1;1 - , I'- . . I - 0 1 '11� I Jf 7 I � ' T v \ :, a+, "r -y " ~... �' '' __ ..-:. - 4'� 4,-,- _ \� r :►\ • \ \ t� ••,t, jyRA1N•£=4 1�K1 A // 9b �� � , '� .- �"'• ry 'maw, \ ) f ��_�','�(� 1 <� // &Igo • - '*Ix jr , - -1 �1 -. .4 .. �' }y t f� . \ , �Fd\ - /'�/ �.``` / ` /i -, t ( j I it : a► `�. - - "-- / tom~ A 1 . � r ( \ \ .� � \ . i I'� yrs w - el `may//'�(f�� . - -4;.W!,---*-__ - '" _.._- I `7 arae kk, r 1� " / / 4�Zl . . I _ , _* *� /. O .`'� I 19 .1 s ff• , - r _ \ , 4 .. - -- . - / , /' (O _ r4 - -4 �t > - \ X. v I'-"*-" - - I .- - _ - - _� \ \,�� �*r 1% I 4 I/" L - i i , �_ 1� __ \ � .,/ "I", �0 ! � - I 1. 9, t!- __ I '.1 I& ..4r I'll _! on -a evrT. i /1 �9 / I r A l `s -- � // l, \ * ` \ 4/ �/ . . - � �ti awe - �, 1\ \Y,. - 1 - , . ? - \�/ I 11 ,Q) - - ft" . . vow p , / \ N ' t , -i,I . -. - I . OUNL-~ I . \ I/ /-,* N % ,I -L.I, " . -4 1 74 ti i ,,'/ I /� i ?, ?I , , . -4 6 1 'Y 1 ME i �" /� , ! /," vv, A�r- 14-� _ 11 . . ! , f ` , sir.` r �4_ /, V % v } .^. `i! "��4.a,. \ ,,to. -,041,f b. -` ,'/L . \ I `� ^ V 4.1 y \ I\ \ , it N � �� 4 .v. 0 , 11 <Z111b ,� i - 4 �, .. 4 1 i - ' I I IV' * _ ,1- y s ", ..� Y � "I . -A., It...... .- I I- I I. -11 I- , V__ �I . . . f �c_f, . , A �,I, %� L�1_ -1"I . . . .��\\ I r 1�1, I il*­ 9� i '. .. . . . __ - \ I I /. . I . ". 1z 11 - .- . .�. - " \'",• e IA \� i rM '� r r' _ a1� AtL[�t , C� \ ','`y ,,? \� . \ \ S. .116.00 , • .r �+c. 1rCRl� - a. �'����� - I. __,, `7' _ - rrlA t�liir 1t� Z& L � \ s - z S ,z r� qq� _ �LJ1�?t ,�' •r! If WIITrO� �54> '�`` \ 4c' �' 4 / j \ .� �. o •tiR+ ?�. + i < .., \.�\ '. \���; � ,'Y \ - 1 AL'. 1 =4pm" TO T1� KLY2't.�1 tL12>rLllm Q'fA�I9�Z� �Y l 1 11 - +*IA►� Mi.i, l t 11�OM' i 'r \ / '�' ~ riff �A!�F 3 CAS tiT11�1 1?C� MUk�R`• Sr0(7� w `weft. .■a.., ,\ - �' r�es.i n n tis ��x�cA �f, `Apl� / , a � ^ K f T7Cl�+ Of tARI I11![ I " <N -s • et TN v► tlr�ai�l�►t t{�/°t a \\ • ' J ,� /4 J, , ,' Z. �LZ. PLANTSU&M 1 . t �+o tK MMS�4 ►o t _ r.► - , / . " . ` A. 1, �r-� S1: M11� r .» ' s/ �'" , 00 . ,r' N \ - t - w ..t sw•.. •[ !�' •' �_ .� '� ,,7 ' it'' _ r 3, Tf{f Crir'T'R,�'rCx Sl',�::_ �wt.�- u1- vt..,u-r `1r`+TY1tIAL � a1A1R77Ills fllRt'TlrS' TO y.,.. T Aim &JbL \ 0 \ /> 11 C, - 01 ! ; r / _. �� r 4-1:1 11 . M't P'F&4x'IE Ei• Slffi:3'LT'�n (* P"f SM I ES VW • $£ !lAIIE 1�I71i F'tlM�t9 or . " ,%\ - <. ni . - c TING T • ` .� ( �, ( ` s W 3 A...EN7 [JVr1f- /Va . 41/�1 r �'./�n l lei A/fRJ• • r L��'�• WIMr�. im E ... ,�„QDT I# E t ..\X� \ `.. - { 1. M•rT A'�i` . ,!1-5a c� .-Y•AS .P4�+c*+� Dl' Mt e�[J2 . �;1�° A x ,` b. Jam., TW_AN-.. gi u.Z, BE T•�C.��: At+� AM SdrTiD 8Y M DLI'�'!TR ,lT T?� _. _ N \ PRIOR W) D:r'd,11*G 4, t*: :•1RY TL S. M.?' _ - -...,.v, I1 ;\ \ •!C -2 �C-' _ T-m r& UrAT" of ALL R:St':NC t1Tri.ITt i / 6. til' BIE f�M S'i ^•s �T�t_ I ' O •i f ` - ,� �\ . 4 L-:�E! m S C1t i"•=: F-�_ANv,;0 .111 L AWf C111F-1 'M TW � �a '1�.F�.$ }1.1...I. HE Yt.'<!•• / ES'T uC-i c:F- �J41 C�iJDIlD. 1� 111.at?I. / �. � '� ;ply_t�, S.:. 4 {tt'-AT 10,—SX:P tG GRA'* Tl�". BC" r.;.PRE�'I Oqs . . / 0-1 \ \` \ .,\ //%1, I " ."I �l �'� �> ,\\ - 8 S'A,f LOCAT I Gti � A..i. Pl1dP MFV P'..�.*�t L'4 . I POA AP' i "kL R "'Hf �C.il�c RU'7R I f l �\ , O-, .j" M.W � .r 1 I yr •IM- 6 7.04 �, `\� F r ! \ " . v' A w► t '� 9. P�t P1.A I '%C D£' � A\.i. PIJI\'.' LJ!T 5tE Ste"' 1..� 1"1 - I ! ! R wtt t.is t - �: �.no' , �/ -',. _: _ t i ,; A . - ! , . ••;ti";,�. `�- ; I� � W'7. Au BLAW(rICAL N" CUM" A" OLLIFU Mum mpg" WUL � , t,. ``.� , �i ,\ \ / . I/, y _ . ``\ i,� i =y: s , AN ^cvr Rbrv� Md lftpl• 7.. t I/t_ t'-10 so- Mi ` Jr ,t - . �: \` or Us" �I ,� O►wrr%' 'r timet ' \ , p :7 J - �� _ .. .+ RA Irurtselr A wiw abate Ash !' -i* t/2- •'-•O ]0, w - - '` % Y" , w -_ •11wi111' •f�i L• �s _ r-�- SEE -C- w Cs L/� 1 6 �o R p A 2 ,1 N G ",►\ . --I .,i _ ' I I-,. � w wowum Rlantri, w aA a-- r I/t' O' -Io 50' as � __._,w__..•,,.-- s"'' . . � _ , �A . . . ,. L A,�o u-T � u b 5 TA L. L_ C c u N-T , � 11 ,r , 4' . !0 !'n'+�11 Qu1/Ir7t % �#•� VeW 1r-t 1/2- f'-l0' 30^ W c _x ' . , I •� . L_ i ��.�- ' 's, -•R• ... 3 t ,, 'l j 1 � �'t 'Ail-A4- i r '*0 � tww r a io At tMi� a I � -' d�-i-+ im" S' Za P�►o��. 1.i0 T2-b'"�"'S 4f It �_ z ' 2 48 C3E .- 4W z $r"t.. . t�� :u I � 4% C R v yH ti"t� S-ro u E I -� -O T�: �, „ ' -4,:. ` N t �. _j - 1 G 1. P 1 V 2.S Uu 1 `r'N �4 T '*� - ., 1 5 POT tZ,�v E`S /A D CO TO , • r _ ^-- , A IZ 2_-A-�� ©(\.1 TO P 0 � _Tt4 G �En CSC I I I ��'I s., 4A -— , . , vo w p!T mom � � A 11/r 1tr�'n� M'114• ►lr r-b' 30 MA IaI - 1 2{ C► `"...� *, p wi n..I,• r..v�.. n.. •' +o' so` w I 81 M I W. 0- , - Ir ,h «, 11 w _ I l , - v. ,' .` ,..moi I7' i��j,'�• { "Q MOM �a—r tz_ u c--r u sz- 10. , % %I I I... . "I i I Y.r � 14 I '1�AQ_ILI Ncw 24-' A i,S LX' _ ct3. .. r' , I.. . . T - — � .11 ' . � �` * , 16 - . ' ' . - - to I . — �, .: __ I %11� . . 1 . ,. . . . 4"t - . 11 +. " . . I .1 I 1 14�zw' . � cp P I i- i .. - t , I; . f ..� . x. t, �.1 L� " tL ' =i �r fin! CUSNOW.111s K A%~iw I �/1, -1, W, - 24" R MA & / /� '�{T F Q V M T, 1 j) f r.>c_ +t r .P , �K1lr ' ."'�.a.� Sti ( " C�IJQ. 7 L.�L S L- •. «v. - yip. r ei' ," A , '.v . / 71 r 1f� �J. N, 20 , .1IS" 'r � 1rull "Am 4ry 0.1 I U!' - a' aro-:'s- tt- " r,4 ) .0 IZE V I � I Q y - 146t I.1 I >,,�', I -- •4M ori I Aw..� / t - s9 C*r�, 1zov t STOP & SHOP ,. SUPERMARKET , Tr" Scapi !E'°* � '�': ". *'- V •., ,r.' ,*- - �iy�.i— -`T - / F� -5 e c--r( a N � V ts c,K. SALEM • MASSACHUSETTS,S S A C H U SE T T we a.. ws. eir►. , ., � G"iDt" G QLAKI t PRf1.1�+ MAV ? 1. . .� sem' •1s+�. • .lwry �� ,1s,, , p MI�I�/Ir o Al"iW Mrt ftft"t ► d!'-_' it-s A' t=' we ► "Ti �s t ' Mts �autA A' l `� �/6'k- 1 q_1 iz A■11A•� VA"Li s �� 1 _ I V 6C,28 �e 1�`� W. TVA 4 ut F �.u,� i ,,;,,;;i A,,,,�,, +r'I . r I r � 716 parlAo $""I i i4-- -%. �" , ��•` --.. .1