Loading...
227 HIGHLAND AVENUE - ZONING (2) Q04 rN ---- v SH10 PP G _ ' C P OPO IN 0 0 Hus, A' SSAC E7 co fp - 1 11i LIST OF ABBREVIA71ONS SHEET. 1 INDEX SHEET ALT ALTERNATE ASPH ASPHALT SHEET 2 EXIS77NG COND177ONS PLAN BIT BITUMINOUS _ TTOM BOT 0 B . - BLDG BUILDING _ - _ S HEET 3 S(7E LA YOU PLAN CI CAST IRON CIPC CAST—IN—PLACE CONCRETE SHEET 4 PA VEMENT MARKINGS & ' SIGNAGE CB CATCH BASIN CONC CONCRETE FIRST ST. SHEET 5 S17E GRADING PLAN CONST CONSTRUCTION CLL CON M - , TRACT LIMIT LINE CLDI CEMENT LINED DUCTILE IRON SHEET 6 S17E U77LI TY PLAN CPP CORRUGATED PLASTIC PIPE DEM DEMOLISH, DEMOLITION SHEET 7 S/1F LIGH77NG & LANDSCAPING PL AN Highland , D DRAIN ELEC ELECTRICAL Z SHEET 8 DETAILED SITE PLAN EL ELEVATION t • Q - Park FIN FINISH(ED) LOCUS - SHEET 9 U77LI T Y PROFILES FND FOUNDATION GA GAGE GAUGE GRN GRANITE SHEET 10 S17E DETAILS HD HEAVY DUTY INV INVERT , LPT LOW POINT MAX MAXIMUM Sr - - MIN _ - MINIMUM MISC MISCELLANEOUS NIC NOT IN CONTRACT FERENCES NTS MOT TO SCALE OC ON CENTER(S) t 1f)'ALEM ASSESSORS MAP 8 PARC OH OVERHEAD . . EL 141 . PNT PAINT(ED) TRADERS WAY PVMT PAVEMENT 2. PLAN REFERENCE : PLAN BOOK' 135 PLAN 5 PVC POLYVINYL CHLORIDE PCC PRECAST CONCRETE WHALE LANE - . PL � PROPERTY UNE � � �,--�r--��---'�--,r-- 3. ZONING DIISTRICT IS 82 AND l _ , , RAD RADIUS .� • j REF REFERENCE RCP REINFORCED ' CONCRETE PIPE REV REVISION(S), REVISED ROW RIGHT OF WAY SCH SCHEDULE ; SEC SECTION SHT SHEET STA STATION SD - STORM DRAIN . SYS SYSTEM APPROVED - SALEM PLANNING BOARD ' : TEL _ TELEPHONE TW TOP OF WALL VERT VERTICAL , �I LO c Us MAP WHB WHEEL BUMPER W WIIDTH, WIDE WO WOTHOUT 1 - 4 OO WD WOOD - _ TE L E G E N D GENERAL N07ES SITE DEVELOPMENT PERMIT PLAN O SMH EXISTING SEWER MANHOLE ® SMH PROPOSED SEWER MANHOLE - o EXISTING PROPOSED SHOPPING CENTER RENOVATIONS DMH TING DRAIN. MANHOLE 1 THIS PLAN IS 1NE RESULT OF AN ON THE GROUND FIELD ® DMH PROPOSED GRAIN MANHOLE . ' - EXISTING CATCH BASIN , ® e PROPOSED CATCH BASIN SURVEY AND PUBLIC AND PRI VA 7E PLANS. EXISTING HYDRANT PROPOSED HYDRANT , SALEM,, MASSACHUSETTS }. � EXISTING WATER GATE .. PROPOSED WATER GATE 2) U77LI77ES SHOWN ARE BASED UPON FIELD SURVEY AND S `. EXISTING SANITARY SEWER 100 PROPOSED CONTOUR RECORD PLANS AND ARE NOT NECESSARILY INDICA 77VE OF INDEX SHEET — ----W EXISTING WATER MAIN 1 ooxo PROPOSED SPOT GRADE UNDERGROUND CONDI PONS. D --- EXISTING STORM DRAIN , _ 1PREPARED FOR PREPARED BY - OHW . EXISTING OVERHEAD WIRES PROPOSED-LIGHT POLE --- G --- EXISTING GAS LINE 22 PROPOSED PARKING SPAC R.M.D., Incorporated Eastern Land Survey Associates, Inc. ES 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING A1VD 88 ast St 104 Lowell Street GAS GAS GATE HC PROPOSED HANDICAP PARKING SPACE 1 E — 100 EXISTING CONTOUR - S DETERMINING THE LOCA 770N, SIZE AND ELEVA 77ON OF ALL Peabody, MA 01960 PROPOSED SANITARY .SEWER _. EXISI7NG UT1Ll ES - Tewksbury MA 01876 y, . 100.00 EXISTING SPOT .GRADE •— W. PROPOSED �'JATER MAIN . RES, SHOWN OR NOT SHOWN ON THESE PLANS, _ PRIOR TO ANY. CONS U 508 531 8121 UTILITY .POLE — D— PROPOSED STORM DRAIN 1R CTTON. THE ENGINEER SHALL : BE NCa17FlED SCALE IN WRI77NG OF ANY U77LI77ES FOUND WERF R = -�` LIGHT POLE — G--• PROPOSED GAS LINE E lNG WI1H THE ..RETAIN AS NOTED RETAINING WALL PROPOSED CONS77?UC770N° , AND :APPROPRIA 1 F REMEDIAL A C 17�ON CURB BEFORE , WITH 7HE WORK. , . — X- 4) 4REFERENCED _ THIS PLAN IS BASED ON THE t _ , � PLANS DEEDS AND 7HE RESULTS OF A FIELD SURVEY AS ,OF THIS DA 7E. `r NO CER77FICA 77ON S Chrlsto her R Mello IS INTENDED AS TO PROPERTY RILE P OR AS TO THE EXISTENCE OF. UN T7EN OR UNRECORDED MARCH 3, 1997 PLS 31317 - F 10786 EASEMENTS. REVISIONS SHEET NO. ` 1 . MARCH l0 1997 4. JULY 24, 1997 2. MARCH 27,/997 1 OF 10 - 3. JULY 21 , 1997 - ------ SII DETAIL LIGHTING DETAILS - F LUMARK CATCH BASIN r no scale NOT TO SCALE 24" x 24" CAST IRON FRAME AND GRATE LEBARON LK 123 OR LK 124 TYPICAL CROSS S _._. I ECTION TYPICAL CROSS SECTION Full Mortar Bed I NEW PAVED AREAS RECLAIMED PAVEMENT AREAS 2 to 5 Courses Leveling brick no scale - no scale � qo--¢ I ; ACCESSORIES NRFfA R - I Base with hendhole seed door - --- - _--- Pitch As Shown on Site — Pitch As Shown on Site - w �� I Bolt cover at PRECAST CONCRETE OR Grading Plan an tour anclhor Grading Plan �-' I �' ,I h" "°'°' _BARREL BLOCK WALLS DESCRIPTION DIMENSIONS • C7 O >t :_�(force li,l �O�Oi j`���I' PLAN VIEW Suf)enor bearn unitlation and 4'-0" INSIDE DIAM. (MORTAR JOINTS IF BARREL 1 " Bit. Concr. Top Course BLOCK USED) 1 " Bit. Concr. Top Course Harri tfldidealforpir inga,e L.�.tU��I I i � Hammer Ideal for parking areas, > I r access roadways and other I • W—WI j general offstreet area.'site hWLVa1Q1iYFOUEM I lighting applications UL listed r is 13atm,"' J -- . 2�� 7" zdQt�nJ for wet location and CSA R Bit. Concr. Base Course Bit. Concr. Base Course - -- - , Bnitcnve•Iah„wninpLcel certified. 7U3rt flush with casting surface fir �! C. I . TRAP --- -- - - — II II — I OUTLET II I u NEENAH FOUNDRY II � „ I „ HANOHOLE �•r.tion Through ste indarA hendhole) R3701 - 12 OR _T— _J6___! --- EQUIVALENT II _ -- Fie—dulled&tspperl fur II I I I �3 f 1 r O C. —� henl R mml le opening ground x•ew nein.. II II hendnole opening II 11 henAnole I OL 6' MIN. 1 Gravel Base - No Stone Over 3” Dimension Reclaimed Pavement Base - No Stone Over 3" Dimension I t2 memN nanAhok trams 358 T5 (Or Reclaimed Pavement fl II - mini test aluminum alloy - _��___I . , M- o'"°E$- LIGHTS SHALL BE 400 WATT HIGH t - __ it - PRESSURE SODIUM OR METAL hYDRIDE N Approved Subgrade Y j n I Bolt u u Mtg Shah W184 Bess Bolt Circle Anchor Bot; Sees"'e. Height Catalog Sue Trnickness Sus Prot Dia D x AB x H k IM) Number In (rum) Ini Imm) In jmm)In (marl In Imm) In (mml �od 0� 1:1 C3 o OpQ ��Qa a 0 000 000 0 0 0 o PRECAST OR CAST-IN-PLACE --__ __- 9-9 II II I MRI B 5 SP BC AB CONCRETE EASE II II I 25 SSA6M25WX a ae zx rI .3e.a I „ -i I I SECTION --------- , It I II I II II � ONE FOUNDATON6" CRUSHED ST l '41st rft POLE SPECIFICATIONS at LOW RADE ISL ------- - - ---- II II I 1._-356-T6 cast aluminum alloy 3•.•Stra,ght square shah 6005-TS S- Anchor bolt per ASTM 41'n NOTEI EXISTING CATCHBASIN OUTLETS SHALL BEshoe_ shoe base with aluminum alloy 4lurtunwM n alloy satin etch finlswith I11 nut,(1)flat wasr'e, anC METAL LIGHT POLI If knock in holt covers (tl lock washer Nuts,waatiers FITTED WITH C. I . TRAPS BASE DETAIL TYP. �--: � j \` ---�/ 4•••Dnlled or Tenon Ispeclfyl and portion o,knit are L� 2 �2'x 4�' . 111 mini flesh p galvanired. harm•• •.embly with inlernai '.i,cmg frame Frame d• c 1&tapped for 1,.1 18NC 2 grwind,ng screw DETAIL f - - — __4 0 '- 0 ' GREASE TRAP DETA I L 40 NO SCALE DETA I L BITUMINOUS CONCRETE BERM 2 LjLWT7, fKUc�NrNo� iN[Kri:� DETAIL CATCH BASIN PROTECTION I C fi. N► _5� rU ;iE ���� PLAN VIEW �— -- � t r T � NO SCALE 1 MANHOLE U�� H ----- - NO SCALE I w>�ev zq r no scale - - - - ---- - - -- - -- I ' " SEWER MANHOLE FRAME 24 DIAM. MANHOLE FRAME AND COVER I SET & COVER Cr RADE 0 FINISH G -1 — - 61 - C LABELLED DRAIN ;LEBARON LK 110A, TYPE 'A" GOR SEWER AS APPROPRIATE o c� I - TOP MSE _ - - \ _ BINDER f I I \\� / - - Full Mortar Bed � I � - I 2 to 5 Courses Leveling Brick I I �( �yK ►►�:, HA•YBALES -- DETA I L SLOPED GRANITE EDGING _ PR _ \ —� !----- ECAST CONCRETE CONE -� NO SCALE 24 DIAM. MANHOLE FRAME AND COVER LEBARON LK 11 OA, LABELLED SEWER III�I6I1 `�` la ( CAL I L_A N D h L A N T I N p STA I L FlfnsH COURSE GRAO� D El�r ;1 R --- -Full Mortar Eked ,� � 4Ce 6- ` •,.��. 7i -� PRECAST CONCRETE WALL SECTION 2 to 5 Courses LevelingBrick w � BINDER PROTECT ALL EXISTING AND NE BUILT -- couRsE o ;4' p" All Joints and Penetrations CATCH BASINS DURING PAVEME' L-MiOVAL AND REGRADING OPERATIONS. � 6- x ►G' SPUT -to be made fully Waterti h t) PLANT AT 1HE SAidE DEPTH � FACED GR A.'4 T E 6" PVC HAY'BALES SHALL BE APPROPR I A, , c-LY As PR"OUSLY GROWN. �a E COURSE OUTLET HARNESSED WITH CLIPS OR FABRIC . Q r e ' ° 6 ;� CCMPACTED GRAVEL 3' PINE BARK IdULC3i -SNR' D a ' ' t I'•� ''� BACKING PLACED PRIOR FORGED ALUMINUM ALLOY 3" � � ---- - - __ UNTIE AND ROLL BACK BURLAP 3000 PSI �'' I TO SETTING OF GRANITE -__ SAFETY TYPE MANHOLE INLET CEhicFPtT CGNCRE7E FROM 1/3 OF ROOT BAIL (MIN); 4- INLET AT 12" D.C. 1 -6 INLET � _ IF SYNTHETIC WRAP IS USED. r�j 5" MIN REUOVE COI.IPLETELY. tp- 2'-2" I SLOPE TO FORU SAUCER. OUTLET PLANT ©ACXFILL UIXTURE. L _j SCARIFY EXISTING SOIL BLEND APPROVED - SALEM PLANNING BOARD W1 T}i PLAN TI N G UIX 1. 1 5" MIN -- - - -- -- - - - 6' UIN•— - AND COLIPACT. PRECAST CONCRETE BASE E XI S TIN G SCJ©GR ADE oo� o0 00 o0 00 I 6' +, VARIES >1_6-_ 6" Crushed Stone CROSS SECTION VIEW u;N Foundation I BRICK INVERT THE GREASE TRAP SHALL BE INSPECTED MONT-IL Y ANI-" �71 EANED BY A 'S II R U_ F3 PLANTING D F TA I L LICENSED SEP TA GE HAULER WHENEVER THE GREASE LEVEL l S 25 9 OF THE EFFECTIVE DEPTH OF THE TRAP (9"�, BUT IN NO CASE LESS OFTEN THAN FOUR TIMES ANUALL Y. - DLACX REINFORCED RUBBER HOSE (ABOvE FIRST BRANCH) --- - THREE STRANDS OF /10 GAUCE TWISTED CALVAmZED STEEL WIRE _ PROTECTIVE BOLLARDNt) CALVAMZED EYE AND TURNBUCX i;.`. � CUNC. THRUST HLOCK N . T. S. y��`0a`� - - Cone n.Rt)5T BLOCK eel t_ WATER MAIN FIrT,N:`. 2'X2' UNPAINTED CEDAR STAKE SITE DEVELOPMENT PERMIT DETAIL r ; : DENpS. TF Ea. FEUDS (3 STAKES PER TREE) TIGHTEN �� -WATER i �` R�_STRAINEUw' TL.N:)T[GY�.� As S}-4c^- PROPOSED SHOPPING CENTER RENOVATIONS ''� WHERE ., Y 7 ALL TF4RU"IO T EHLCK`3 A C.)t I TYPICAL TRENCH SECTION - SHALL BE INSTALLF.2) THAT no scale 6" DIAM. PIPE FILLED SOLID WITH CONCRETE, I No ANGLE vAR1ES BACK PILL HAIR AGAINST :jNDISTUF29ED FAQ: SALEM , MASSACHUSETTS = ROUNDED TOP AS SHOWN 1 3 _,IZE O� CONCRETE 1`1414W;, PL.I K', TREE WRAPPING PAPER TO o PIAN - SECOND BRANCH. ELEVATION q5 NOTED BELOW 10 Ii � I SITE DETAILS O` TRENCH 4 MINIMI.)M COMI1RES°-;IvE S-•- 'REE SHALL BE SET AT OR 1' yo THRtUST B.C)CK CON(�RET- A80VE THE ESTA8USHEO FINISHED GRADE_ PREPARED FOR PREPARED BY A -coNC. rHRuST BLOCK FlAG ' K II R.M.iD., Incorporated Eastern Land Survey Associates, lnc. PI - LLK: } v, c.>r+c. TH�usr eLa.K v ee r f s >,E 3' PINE BARK UULCH S►lq- � 881 East St. 104 Lowell Street " FINISH GRADE II I Tewksbury MA 01876 Peabody, MA 01960 9 SLOPE TO FORA SAUCER. (508) 531-8121 MIN ."TER VAIN UNTIE AND' ROLL BACK DUkU.P # 3 HOOPS ® 12" O.C. AND 4 # 4 BARS PLAN _ ELEVATII{JN I FROm 1/3 OF ROOT BALL (D I}:i, SCALE VERT. -- -- - iF SYNTHETIC WRAPS USED. AS NOTED r • -- _— —--- — R Eu 0 vE COMPLETELY. 1 J OD 2 : ---- - - - -- - -- -- -- - PLANT- BACKFILL M JXTURE. Q NtNIMI)M T,.Ru$T BLOCKING BEARING AREAS / -. 'T------BE.ND So. FT 45- gENO �U I T Z.— t\, 0 1;p PIPE DIA "EES SU. F1. 9U ( -- �----- 1.0 1.0 CONCRETE BASE e•• 2'g zs ;-e , UNDISTLRBED S1IDCRADE 1 CRUSHED 4D 5.5 2.8 s DATE STONEo z f;.c &0I 4.c z 14" so II•o 5.5 3rd MARCH 3, 1997 Christopher R. Mello Clayton A. Morin ALL CONCRETE SHALL HA VE A MIN. 28 DAY '6 10° 14,2 '° I 12' VARIES I Z' PLS JI J17 PE 30969 F 10786 COMPR. STRENGTH OF 2500 PSI THRUST BLOCK DETAILS TREE PLANTING DETAIL RE��SIONS SHEET N0. � SEE SITPLANS FOR BOLLARD LOCA TIONS ,`�A; F- " ' `' ��R�T�REE�SUNDER 4 CALIPER)_ I. MARCH lo, 1997 4. JULY 24, 1997 2'-67__� 2. MARCH 27, 1997 10 OF 10 - SCALE: NOT To SCALE 3. JULY 21 , 1997 - — YHI 1I�wl-Q'HB _ -- --. II.. r ,I� , 7 Q ;: ��. ,% i .�--- ,: ' ;, s � 4 t .- � __ ' I �!�, "/ _ �i `� wry �► �� �� \ `�-�4 .\ .� r r_ �. —�a C a GT--3 34 SUPERMARKET RETAIL / SERVICE 1 GT- I EA- 10 L O JP-20 CALDOR GT-4 0 GT-2 EA-2 � I EA-3 GT-4 -- J P- 13 '\ JP-21 GT-2 0 EA-2 0 EXISTING TREES -QI ry TO REMAINAll EA-7 3�LT- 11.4 G2 EA- 10 JP- 18-� C 16 GT-2 GT-2 H O EA-3 O EA-2 JP-4 - GT-2 ( EXISTING ) 00 --� ATM BUILDING O JP-4 EA- 2 GT-4 JP- 14 OO0 /JP-7 \ �EA-3 JP-4 - I \� O 1 OC CSO A-6 Eq-2 i GT-3 JP-15 0EA-4 )a ------_- APPROVED - SALEM PLANNING BOARD GT-2 �. - JP- 14 JP-6 JP- 19 0, O — – EA-3 JP-7J - O c 00 O � o oJP-22--� 000000 EA-7 O O o0 00 570 GT-3 EXISTING TREES TO REMAIN RETAIL STORES DATE SITE DEVELOPMENT PERMIT PLAN PROPOSED SHOPPING CENTER RENOVATIONS SALEM , MASSACHUSETTS SITE LIGHTING & LANDSCAPING PLAN PREPARED FOR PREPARED BY PLANT LI ST R.M.D., Incorporated Eastern Land Survey Associates, Inc. _ 881 East St. 104 Lowell Street L E G E N DSYMBOL OTY. BOTANN I CAL NAME COMMON NAME SIZE Tewksbury MA 01876 Peabody, (MA508) 01960 537-8121 ° SINGLE FIXTURE LIGHT TREES OGT 36 GLED I TS I A TR I ACANTHOS I NERM I S THORNLESS HONEYLOCUST 3- - 3 1 /2 " CAL . SCALE DOUBLE FIXTURE LIGHT 1 40, SHRUBS O EA 85 EUONYMUS ALATUS BURNING BUSH 2 1 /2 ' - 3 ' t ! � WALL PACK O JP 190 JUNIPERUS HORIZONTALIS PLUMOSA ANDORRA JUNIPER 2 I /2 ' - 3 ' SEE SHEET 10 FOR ADDITIONAL DATA 4G EXISTING LIGHTING (SHOWN ON SHEET -9) DA TE I S TO BE REMOVED. MARCH 3, 1997 Christopher R. Mello Clayton A. Morin PLS 31,317 PE 30969 F 10786 REVISIONS SHEET NO. / . MARCH 10, 1997 4. JUL Y 24, 1997 2. MARCH 27, 1997 7 OF 10 3. JULY 2/ 1997 a HILLCREST REALTY TRUST ':OORDINATE CONCRETE PAD W TH BUILDING CONTRACTOR BITUMINOUS BERM 137 rt � TTT0 136.20 REINFORCED CONCRETE RETAINING WALL j 135 .8 I TRENCH DRAIN NEW LOADING DOCK — CONCRETE PAD SEE ARCHITECTURAL PLANS 138 .5 REINFORCED CONCRETE 138.50 RETAINING WALL 38. {05 LOADING AREA COORDINATE CONCRETE PAC WITH BUILDING CONTRACTOR z 137 00 � 137 . 60 SUPERMARKET Q Z Q RETAIL/SERVICE t I 138 .90 138.,90 138 .50 ' ►3e.85 _� - —� �- 138.50 - O 138 .60 p � I s ' -38. '0 -- ---- — — — -- 137.80 137.80 137•.90 137.80 I I APPROVED — SALEM PLANNING BOARD Y J - Q O -- Cr U HC HC HCV — HC HC �` I 136 50 - -- - 137.00 HC — - - -- -- --+----- -- --�--t- --- - i ----t- -- ---fi — t - HC HC t t HC HC HC HC — I 1 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 I" = 20' } - r 4t- DA rDA TE MARCH 3, 1997 Christopher R. Mell Clayton A. Morin PLS 31317 PE 30969 F 10786 REVISIONS SHEET NO. l . MARCH 10, 1997 4. JUL Y 24, 1997 2. MARCH 27, 1997 8 OF 10 3. JULY 21 , 1997 F i UTILITY PLAN VIEWS APPEAR ON SHEET 5 140 l - - z i � m 12' RCP S=0.003 12RCP S=0.003 _ - - ---50- -RCP-- .S=0.005 - _ _ - -- 130, 18' RCP S=0.005 I ----�7RLi CP S=0. 0075 18' RCP IS=0. 0075 I 111 I 1 i I I I II -------– — - ---- -- --- - --- _ _ 1201 �, Ip 10 O r` i cD 0 ,n rn - O 0O ON N N NN Z z10I 0 z U-) r'") � NN U-) Lf) > I �n o• I C/) rn U~i re)>> U) ro>> z r4-) Zi — Z — —ZZ I —zz V) r) N r) LIQ— M» w!:� �,�~~ U) z z _ F-cn —zz Li X 1 1 0 11 +0 10+0 9+0 8+0 7+0 6+0 5+0 4+0 3+0 2+0 1 +0 0+0 D RAIN PROFILE A PROFILE: SCALE 1 " = 40' HORIZONTAL 1" = 4' VERTICAL - _ 140 140 140 1 - 12' DIS=0.0 55 12 _ 12- R--- DI S 0. 005 S= - 005 � r og ZcLrn � 1 /2• RCp _� o 1 ,30 S'°• °/s 130 130 UU)CD - - �� o $w 0 0 N0 0 1- O N N� o n 0 rN� a i M O I— CD 2 Z ODl -- 0 ? SEE SHEET 6 FOR LAYCUT DATA z n Nin N r` O N O • I * + 0 U-) _ � a 0 0 SEE SHEET 10 FOR DETAILS 0 r)o g00 I � 8 rN rN �rD SZ COIM Citi zFa— (a j I�Q- c� F- : �oo – n'– _ – cn — cn M ;cn cn � n —— z � > z x — N � cznm "-(nnm m _ Imzz z z x — w U � � wm 120 U� mal 120 1 +C 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 - -- -- --- - - --- - ---- -- - ----- PROFILE: SCALE I " = 40;HORIZONTAL PROFILE: SCALE 1 " = 40 ' HORIZONTAL PROFILE: SCALE 1 " = 40'HORIZONTAL 1 = 4 VERTICAL 1 = 4 VERTICAL 1 = 4 VERTICAL T— 140 140 I DATE II I SITE DEVELOPMENT PERMIT PLAN li 12" RCP ��'�_ _ _ 12' RC DRAIN S=0. 004 I PROPOSED SHOPPING CENTER RENOVATIONS S , 005 12 RCP S=0. 004 12' RCP S= . 004 ; 2' R _ cP s-°• °04 SALEM , MASSACHUSETTS 130 130 ---- — ---- - - - - - UTILITY PROFILES LO IcD M o Imo' PREPARED FOR PREPARED BY N NN N r) M --- R.M.D., Incorporated Eastern Land Survey Associates, Inc. OD z i z z z 881 East St. 104 Lowell Street ., �n �r, -. O •-- •-- Tewksbury MA 01876 Peabody, MA 01960 o �- "' �" � o y y (508� 531-8121 o m cb + 0 p00 0 NU° ♦ ;� UO (D QC/) z - (o I I- f- r� n -�-- n SCALE i Q a IN a r` a OD z a CD _ —cn M cn co — — co — �" cn — q z U) z – ! `� 1 = 40 m � xcn— I t��� 0 0r_ wO x wU x 1 120 1 +0 0+0 4+0 3+0 1 +0 +0 0 20 40 80 1204 ' DA TE 12 1/ DRAIN PROFILE E MARCH 3, 1997 Christopher R. Mello Clayton A. Morin DRAIN PROFILE CSCALE 1 " = 40HORIZONTAL PLS 31. 17 PE 30969 F 10786 ; PROFILE: SCALE 1 " = 40; HORIZONTAL 1 = 4 VERTICAL REVISIONS SHEET NO. VERTICAL /997 NEW LOCATION OF DMH.S AT 2+85 AND 4+05 SHALL BE COORDINATED WITH PLUMBING CONTRACTOR AS TO ACTUAL ROOF DRAIN EXIT POINTS 2. MARCH 27, /997 9 OF 10 3. JULY 21y 1997 GENERAL NOTES 1) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD SURVEY AND PUBLIC AND PRI VA TE PLANS. 2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND RECORD PLANS AND ARE NOT NECESSARILY INDICA Tl VE OF UNDERGROUND CONDI TIONS. 3) THE CON TRA C TOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION, SIZE AND ELEVATION OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS, PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED -irpTr= �_i_ IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE TRENCH PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION DRA I N 12' 12' SEE DRAIN PROFILE „A D 15' 18' BEFORE PROCEEDING W/TH THE WORK. D D D NEW ROOF DRAIN 4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS °p ANCA THE RESUL TS OF A FIELD SURVEY AS OF THIS DA TF 6' J NO CERTIFICATION IS INTENDED AS TO PROPERTY TITLE W - RELOCATED 90•j o 12' OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED HYDRANT BEND D EASEMENTS. NEW Q D 5) WHEREVER SEWERS SHOULD CROSS UNDER WATER MAINS, THE CBSN Io SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE CROWN SUPERMARKET OF THE SEWER SHALL BE 18" BELOW THE INVERT OF THE WATER MAIN AND THE HORIZONTAL DISTANCE BETWEEN THE WATER MAIN RETAIL/SERVICE AND THE SEWER SHALL BE AT LEAST 10 FEET. IF EITHER OF 12 THESE CONDITIONS CANNOT BE MET, THE SEWER SHALL BE RELOCATE EXISTING ENCASED IN A SLEEVE FOR A DISTANCE OF 10 FEET ON EACH PLUG 8 ABANDON HYDRANT $ GATE CAP $ABANDON SIDE OF THE AREA WHERE THESE CONDITIONS CANNOT BE MET. D 90° BEND PLUG 8 SERVICES 18' W BE06 Na� 10' GATE ABANDON s A` 6) ALL WATER MAINS SHALL BE CLASS 52 CEMENT LINED / L - - - ABANDON - ��S — w - W _w _W SMH SMH SMH DUCTILE IRON PIPE. • S S S 10' DOMESTIC D D -� \ 7) TRENCHES CUT INTO EXISTING PAVEMENT SHALL BE HEAT GATE SPRINKLER - - � PATCHED. ROOF ROOF -- --- ---- - ,. D o \ CALDOR 8) ALL SANITARY SEWER MAINS SHALL BE 8 DIAMETER �--f3RA t N ��--- - - SDR 35 PVC. ALL SANITARY SEWER SERVICES SHALL DMH I DMH BE 6" DIAMETER SDR 35 PVC PITCHED A MINIMUM 90' DMH NEW 10 DICL WATER _ 2000 GALLON BEND W - W � GREASE TRAP � , p 90° BEND - D OF 1 /4" PER FOOT. D /2 SEE NOTE 5 ,o,QsEE OR I ` 9) ALL STORM DRAINS SHALL BE CLASS III REINFORCED /4 E DIN ORf l N 1 D PROFILE 'C� w � CONCRETE EXCEPT AS OTHERWISE NO HE W D 1 D 12} 10) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 12' , AND DETERMINING THE LOCATION, SIZE AND ELEVATION s fI� '�'" -_ w OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN ON `` NEW DMH THESE PLANS, PRIOR TO ANY CONSTRUCTION. THE 0 0,IF CBSN / - _ s �— ENGINEER SHALL BE NO IN WRITING OF ANY SMH w — _ \ _ _ D s w UTILITIES FOUND INTERFERING WITH THE PROPOSED D D \ — — _ _ — — CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION D I — — BEFORE PROCEEDING WITH THE WORK. f i - I R)A I SE RIM TO 136. 33 w w' LOWER RIM TO11 -7. 00 \ D I V I D h•L� �t SMFiD D __w DMH ATM BUILDING -W DMH ij \ APPROVED - SALEM PLANNING BOARD RETAIL STORES DATE SITE DEVELOPMENT PERMIT PLAN PROPOSED SHOPPING CENTER RENOVATIONS SALEM , MASSACHUSETTS L E G E N D-------- SITE UTILITY PLAN O SMH EXISTING SEWER MANHOLE • SMH PROPOSED SEWER MANHOLE PREPARED FOR PREPARED BY O DMH EXISTING DRAIN MANHOLE • DMH PROPOSED DRAIN MANHOLE EXISTING CATCH BASIN ■ PROPOSED CATCH BASIN R.M.D., Incorporated Eastern Land Survey Associates, Inc. ® 881 East St. 104 Lowell Street csc EXISTING HYDRANT or PROPOSED HYDRANT EXISTING WATER GATE .. PROPOSED WATER GATE Tewksbury MA 01876 Peabody, MA 01960 (508) 531-8121 S EXISTING SANITARY SEWER 100 PROPOSED CONTOUR W EXISTING WATER MAIN 10Ox0 1 PROPOSED SPOT GRADE SCALE D EXISTING STORM DRAIN OHW EXISTING OVERHEAD WIRES PROPOSED LIGHT POLE 1" = 40' a —�S G EXISTING GAS LINE — PROPOSED SANITARY SEWER ` ! --- _ __ P WATER MAIN W PROPOSED W GAS GAS GATE — D— PROPOSED STORM DRAIN - - 100 — EXISTING CONTOUR 100.00 EXISTING SPOT GRADE — G--- PROPOSED GAS LINE 0 20 40 80 2 -Q- UTILITY POLE DATE (- LIGHT POLE RETAINING WALL MARCH 3, 1997 Christopher 31317 Mello ClaytonPE 309 9�1n F 10786 CURB X x FENCE REVISIONS SHEET NO. I . MARCH /0, 1997 4. JULY 24, /997 2. MARCH 27, 1997 6 OF 10 3. JULY 2/ 1997 HIL LCREST REALTY TRUST \Ik° I W ZS 7Z- ,'° //j34 � '=,--_, _ 1 GENERAL NOTES w j u °-x�`- 14 ,4h4 6 cl+�,v c„vN I g2.53 \\b k / f1 / - Po«j" -a ,�ly)�z FerocE / / \ \I 41.1 FYI _ - - ! i 0 xI J PA�EM6NT 11°1 / \� I / /1» Y� � SOo (45SV SE IQv GE s LE t33 9 / 141 7 \ I\ °� -- - -- -°- -- _ 121 u� \R PoLf) I n37.7 ` - -_ ` 142.4 - -- -J427 -- - _ 1) 7N/S PLAN /S THE RESULT OF AN ON THE GROUND FIELD i x z .r� - t_�i4 3 _ ` 1 9 0 / 14L /r SURVEY AND PUBLIC AND PRIVATE PLANS. 1 I _ 119.- „ _ I1 � // A� .337 Ian_ ,ys.e_ - - I'fzD - -- � = iµ S 37'39 20 E / Z ( �C c E L � LCi�1 LCS� `AZ2J (i _ C 3�g _ _ 37.E 3g o - - 374 `(,���T,, tY, j. -i X05- G(L RoGK -car_ ' �� 2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND _0A C �`�J� CNS `� U Cr- 7. 936.38 �;J, T'�+L'�o �� i ` i ,I� - r ,� a _ 1 , i, .� �• -- � �; 131'40 .� d \`p _p- _ ---5- 13 - -O- - �/ ),/ _. I����l�v•,Y�� �AT�` ;7��/t��'71LJll Iy0 ,. - ,3 3 .y 32 - �` s1-- 139.,E s$ I��. 313`x- - _ RECORD PLANS AND ARE NOT NECESSARILY INDICA T7VE OF f30ULOER RE,,1wW6 43'0 13337 13q 13517 31, 13641 137.10 I}7.oL _- I3Gy4 13G' - - _ \ o �� v„/AL_� T ttrWs -- - ---f-- -�--- - Ex9056D LE` N9 136'Sy 136.70 - UNDERGROUND CONDI TIONS 9 133.1 33'4 33 2 33.5 )3.7 3(.2 -131' _ - -� �'�n.i• 0 37.10 GRW 13(,-4(, c0 13 In 131 x12 ^ ^o ,34.07 X3496-� -, VNo \Ro�� 137 Iz IM. 33 Puddlc �' ' Q C q �� 110 A 3 3 AP R TMENT 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND wa � 20.0 � SILL 279.7 R.or Iso.3 � ! aa� v BITUMINOUS 13 �9 13L•13 13�57 I ti" BU� LOAD Doo 135.90 1 37.;71 3L.Jo I ° 1.19 Ag LD I NG DETERMINING THE LOCA 77ON, SIZE AND ELEVA 77ON OF ALL 138.°1 11-7,31 137�3 0 ,� EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS, V ;` RooF 38- - PAVEMENT 37 04 ; 154.2 N I'3392 134.00 '137.11 0 _ HYDRANT - 1 4,0 p[y�, v �� PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED Y j 131 9y lag.o, W4�LETilmor - p i7- S SOURCE UNKNOWN 3��4 137�r 137.�s ,3j ,�u I 3 A " ? - - �$ IN WR/TING OF ANY UTILITIES FOUND INTERFERING WITH THE " .I j3 17 _ \, 37 PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION DOOR SILL 13Y 76 f 1• to 138.46 \ 139.48 RLeC cum' �fRA�IS. I I 13Y 2�( 13Y ° ' 111-57 I � E� L. ❑• 3i, o \ 220.1 13>�II BEFORE PROCEED/NG WITH THE WORK. „ O \ \ O\ U-) DOOR s RooF 244.8 cCoc, °0 139 91 RooF ORIP 4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS IN `z �P� 69. AND THE RESULTS OF A FIELD SURVEY AS OF THIS DA TF ROOF M r NO CERT7F7CA T70N /S INTENDED AS TO PROPERTY T7I LE 14g.n M N _ _ l 20.E LOAD DOCK D � OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED _ ,F 4 EASEMENTS'. x 3��$ 5) REFERENCE PLAN: PLAN BOOK 135 PLAN 53 ,� DRYWELL a h M o 133.55 y - N � 1,� MMS Lo v I j �° Q EXISTING My N /m 6) SEKER, WATER AND DRAIN ARE SHOWN FROM FIELD SURVEY AND IAP ONE STORY N INSIPECT70N OF VIS/BLE UTILITY STRUCTURES AND RECORD PLANS No . 227 > OF PROPOSED UTILITIES. 4 - ' s' RETAIL STRUCTURE a M 195 M ROOF ?" g.65 to. e C1 V , , GATE\ X2.5 I OVERHANG -- - 4' I 5 c•5 8• 131 51 p ; I'v _ - ROOF OVERHANG S PS �S �P N P o S s 0 21.4 ,�� 150.7 M 24.4 100.2 �ti � ' 55.9 �� t N e �,� CD 00 0 N- - I _-- j ,h \ 80.0 r--• 13930 P79.8 CONCRETE 83 r- 62.5 HYDRANT 139'92 139.00 0' I �Qb ]H ,- DIIH7 U \38• Ca•�G3j(,z �37.ro /Jr•23 - W -W -W - cn DNZ (AP•9 % DWY SMH - W S (,As SI�i S �r SMH S8' SEWER (AC) 3bxo 2 I2' RC � i D D D D ---® C,D's MEl-ESLs I GAS SERVICE LINES NES NOT SHOWN -- �>/h 0 / 4v 18 RC DRA I N DMH 12 RC " I� „ 6A 0.9 NOTE ,"ti v . 1 I - ��'Sti' - \� �3�'34 °��s ! 5 SPACES 1 6 HP SPACES B I n/MI NOUS --i 7 99-_ 13,. 6 137.fl4 JB.oC ROOF DRA I NIS ARE PAVEMENT vO - _ N -- � 13,53 -- - - -- ,3,x.23---- - \3,1.15 VISIBLE ONt BUILDING, C] i 3 * OC - 3 pp y ^ \ \3 ' 1 } I r I i 3 VISIBLE. t PARKING ,� -. 37 9 c14 j g ` n KING m 1 r 25 SPACES 1 z°0�,� ` AREA Z I �3�� i�o I - / y1 �\ 138 I�9 137'94 13712 \71 \ 18.9 ^ . F �- , - � j /� , t ° � / PE _0U0T ASS w I M G 25 SPACES I \ z3 �tl \3 by N (4 h 11 \`qaq OCS. _ b I \ �`b 13'1 • D IZ 6 Q� I` S Q4 tiA _ac - g5 130 I 1 29'5 3 03 ° �01 , _ _ Eh 7'o4 3� OI 1 ` s26 SPACES w -�'-_0 13� - --- 3 z, �b S ►- �- 111. AS p \151 ---- - -- - - 3 i t,,7 131 w - 1j �* 1 0 , ti M 96.00 W _. _9 , NOT REC RApOSE1- I - W ��1 _ t s��_ II_s 11, REp 1-g7 uy _ _ I / A \ - S W W w w w w w w w j I / 26 SPACES 3 , 4 •\ Ito 99 0, p -_�__ _ S 29.5 03 U) Q a a ; a Q a a a a n - �N Uj CL CL CL Q_ CL3 �' \SIM 1 110,. , D 571.00 � Z ? (� CO Cn i U) U) U) U) � % 11 52 \\q 5 13 \`y C \ 1 $.y J II " O CO Q3 CD CD ti f` G CO 3y ; \ _ 1•CO W m n N t)Ll�I N D N3(.7S N N N N N I - I / �i. n D J M \ti' ^ I,q.l, 114' I \ _"11�_ N �k D -- g, S ER U I D I \5� - ------- -- -- -- �� V 0 p 0 r w s 116 1 _3 �,, 1;.(. -�' RC DRA IN W 13 1(,I 137�1 26 SPACES 137 5 a .x 4 I O � i 2 53' i \� 9 _ �,li I 26 SPACES ] v �� �I 11�' 1n > i 9 0 O LJ Q 36 6 "-' r U 1 10 co�10 vt I v 5.3 u.9 ' 2 �, I0 � 1 1 i \ 2 2g � II ( o? •. � n � _ ° I 13 9 135'9 W s w t;, D 21 ' RC DRAIN 13�;11 24' RC DRAIN - 1 9 63 S HYD ROOF W Z D D SPIZINKLEk lszs 71 .3 C W Iz3g 7 1. 26 SPACES CONNECTION ` ` 7 31 N I C `` `�� \ ` Y z c19t 3TI3V 131 `` 3>S/�.ti G \3� 137.45 - -- 17 c3 13423 \�y'l, 3 ^" 3 L_ r- I _1 ? H 139.10 1 Z7. - -_ 26 SPACES 30. ` O _ D D r LO (D ,-- r` COAINf CTION y \gyp t4_i J N N - I AC t SPRINkLER N i� 133.37 = j 2 k 131 130 33j3i3g.`'1' ; 119.04 �3� \ F-- Q I /3858 D �9 "' \ S 124.3 ELEcTRIc S -- S ,- o = ,� D iz� FAFARD REAL ES TA TE Q - ,3d 1310° i3` I`' D ,29` DEVELOPMENT CORP. 37lw 3Yo9 3t G7 29 5 , o4nc -- HILLCREST REALTY TRUST ZONING SUMMAR Y I TE:M ZONE EX/S T/NG PROPOSED B-2 I e S 37'3920" E 9J6.J8' MIN. AREA 72, 000 40, 000 608, 000 608, 000 L" TRASH COMPACTOR PAD MIN. WD TH 100 FT 150 FT 378.28' 378.28' TFF 30 ' FRONT YARD 30 FT 30 FT 31 FT 31 FT 0 --- --- = 51 19. SIDE YARD 10 FT 30 FT 30 FT 30 FT 279. 6 LOAD I NG I REAR YARD 30 FT 30 FT 30 FT 30 FT "_1zUz1z1 1= 31 AREA 24' MAX. HEI GH T 30 FT 45 FT 23 FT 27. 5 FT # PORTION OF BUILDING. MAX. COVERAGE 259' 45 9 30. 159 28.249 20. 07 PORTION OF BUILDING -- -- --� TO BE DEMOLISHED TiP, T T T T TO BE DEMOLISHED 200 LOADING 220. 1 # CLOCK TOWER AND DECORATIVE ARCH ARE EXEMPT — — — - — —, FROM ,HEIGHT REQUIREMENTS ( SALEM ZONING I ORDINANCE, SECTION 6- 1 (b) (6) QI i 4 PARKING CALCULA TION a1 SUPERMARKET i 14 I I 00 REQUIRED PARKING RATIO 1 SPACE / 150 SF (Excluding Storage) u=i a 1 < � RETAIL/SERVICE j, � GROSS FLOOR AREA 177, 12J SF 3 S TORR GE (339) 56, 668 SF b 14 i w o h REQUIRED PARKING = 175, 055 SF / 1 SP/150 SF o 0 0 = 767 SPA CES � - -- - — — — — — - -- —� — — — — — — — Cn N 0 PROPOSED PARKING = 772 SPACES -- - - — — — -– – /R=10' R=4 INI O � V I I — PROPOSED ADDITION R=10' �I I t R= PROPOSED LOADING 5 SPACES �o' � 13 ►� R=4. o, 87. 00 -r �T 1'7-T PROPOSED CONCRETE WALK1 � 23 ' � TT I R=10' I I l i l l I o CALDOR HANDICAP PARKING REQUIREMENTS SEE 510 CMR, SEC TION 23 U 30 30� /V//F �7 HC C— HC i 4 = 18. 9 EQ�/p He He H I I r ASSp 'S, 767 SPACES x 29 16 HANDICAP SPACES RQUIRED OF WHICH 2 VAN ACCESSIBLE SPACES REQUIRED obi -- - HC HC HC 4 = _ \ T N S 29 5 ,03" _- 18 HANDICAP SPACES PROVIDED OF WHICH _ E 96.00-- 0 BE CpNS7_RUCrEO 2 VAN ACCESSIBLE SPACES ARE PROVIDED I B Y 0 7NER2 W I ► i � � 25 25 25 25 o 25 25 25 i 2 = 26' --- - 0 L 1 TY 8 DR,41 Nco Eq 2 Z -- - -- —j 30 DR I V W Y 8 UTI EENT - R=5' p L TM EASEW.NT T Y O w 17' 24' 1 19' 24' 19' 19' 24 19 19' 24' 19' 19' �� 19' 2 N ;� \�--- SEE SHEET 4 cr_z FOR ALTERNATE Q� h ACCESS LAYOUT o N Z 71 . 3 � I I v E:j 0c, 2 I w — - . lJ 35' C9 1g .30' 9- 2 Il' z 124. 3g — I FAFARD REAL ES TA TE - Fo S " DE VEL OPMEN T CORP. d N29� 14 ^ a 5,�03 E 151.50' ATM BUILDING 28 I 6 5 5 i15 4T = Q o 0 C' (A 5 6 © _ Q R=20 17' 22' 1 19' 19' 22' 19' 19' 22_� 19' 19' 1 22' 17' 14 �` I R=22 - R=2o 25 N ^ APPROVED SALEM PLANNING BOARD j RECONSTRUCT I h - --- - ----- ---- ENTRANCE -_------------ - w 261.17-9s' 4006 W-- N 29' ' " r - --— 240 18, l R=2o R= 15 N 43'03'47" W 189.66' PROPOSED ADDI77ON 412.50 i ---- - - - ---- --- - --- - - ---- N 437,3'27" W i I zw HIGHLANDER PLAZA RETAIL STORES Q Z REAL TY TRUST o DATE 259 HIGHLAND A �F. c NOMINEE TRUST m I Q _ o SITE DEVELOPMENT PERMIT PLAN �Tj o z PROPOSED SHOPPING CENTER RENOVATIONS cr Z Q o SALEM , MASSACHUSETTS SITE LAYOUT PLAN PREPARED FOR PREPARED B Y R.M.D., Incorporated Eastern Land Survey Associates, Inc. 881 Eas t St. 104 Lowell Stree t Tewksbury MA 01876 Peabody, MA 01960 (508) 5J1-8121 SCALE 1" = 40' N 20 40 80 120 DA TE MARCH 3, 1997 Chrlstopher R. Mello SEE SHEET 5 FOR CURBING SCHEDULE PLS 31317 F 10786 REVISIONS SHEET NO. JUL Y 21, 1997 JUL Y 24, l 99 7 3 OF 10 i ALTERNATE ACCESS LAYOUT SCALE = 1 " = 40 ' /V/f- PE-000 7- ASSOC/ A TEs IFTUFFIF191 171 I T - - -- °-F RST T T T T STREET �. __ -- r I I I i CAI_DOR I `1 SUPERMARKET RETAIL/SERVICE r 3 iI , w Cr w U O Z O j -- - V � RI - I CL 8 133-2 0 CROSSWALK TYPICAL) az ----r--- HC HC HCV CALDOR f )I _ HC HC HC U v —+- z z HC HC HC W --- — HC + HC HC = 1 \ CONS 1 ACCOMpDC� LISHEDON TO BE OTHER S U U S 2 w Lij JT�I I I I I II II I I Z O V) �. D 1 RECT I ON AL/ IjGN FIRST STREET' �. ATM BUILDING 1 I R I - I SL 1 I 1 I Tir F-- SL I I I I RESTORE > _ RI - I _ APPROVED - SALEM PLANNING BOARD EXISTING •I PAVEMENT p � DENOTES WHITE PAINTED h MARK I NGS 8 --_ II SL STOP LINE I SIGNAGE R4-7 U _ / -- DTRETRAD AL SIGNS ---- SL RI - I / .TO FIRSTRSTREET PROPOSED ADDI770N IRETAIL STORES DATE M.U. T.C.D. SPECIFICAT1pN NUMBER W WITH HEIGHT TEXT SITE DEVELOPMENT PERMIT PLAN PROPOSED SHOPPING CENTER RENOVATIONS " 19 ._0 -- R1 - 1 19'-0 30� 30- SALEM , MASSACHUSETTS HAND I CAP 8' WIDE 4" WIDE PAINTED SIGN PAINTED PAVEMENT MARKINGS AND SIGNAGE R7-8 7 STRIPE �_ - YELLOW STRIPE (TYP I CAL ) PA I NTED (TYP.) 0 -" WHITE i' ! �o — SYMBOL `"3 PREPARED FOR-- PREPARED B Y _ R.M.D., Incorporated Eastern Land Survey Associates, Inc. 0 881 East St. 104 Lowell Street R7-8 12 18" ! 5 ' o Tewksbury MA 01876 Peabody, MA 01960 U (508) 531-8121 ti 60@ I 4" WIDE PAINTED N YELLOW STRIPES \ � -- 3'• � SCALE p - N �� I � � 1 40 �, CRR T PA I INTED R R — 2 2 4- WHEEL CHA i R o — 24 SYWOL J (TYPICAL) 8" WIDE PAINTED N 'i 1 O YELLOW STRIPE 4f 120 STf- p4 ? � y - - -- - 4, _ 8 — 8 —'�4' - j, — g' y SURv� $ DA TE MARCH 3, 1997 _-7 istopher R. Mello Clayton A. Morin C O Q C PLS 31317 PE 30969 f V v Rt- 24. 30' HANDICAP PARKING STRIPING DETAIL TYPICAL STRIPING DETAIL_ TYPICAL CROSSWALK DETAIL DETAIL PAINTED HANDICAP SYMBOL RE1/IS/ONS SHEET NO. Ij SCALE- N.T.S. SCALE : N. T.S. SCALE, N.T.S. SCALE: N. T .S. JULY 21, 1997 4 OF 10 y - AUL Y 24, 1997 ,-- T-77 SECTION A -A 1 ' = 10' I II SUPERMARKET 6 34 20' A L. I / EXISTING R I PRAP ���� ' =/ / 38. 16 lu ti �/ L--Li.LfaLL.lLL U L_V l� L L. (�V 1—. c� f- --l�t�L.�j'v li�. �l�t�✓ 41,/ ii t �.�. /i. =�— 40 l I I .59'c 2.0 X 6.0 X 1 0 — NE �I 81../ -- iii. ijl•..� .. ' �. l _ I 134,58 135478 133.9 133.90 jA - A 13� 1 ---- `0' L l ,o CONCRETE PAD — I 1 I V 137 Zs 3700 13l<�Ipp 137 p 13 r60 II - / 7 37, 13,7 I l \ - y 3 .o co =1- f coaD L 1 � Q- 131? Q� Q-) < i 449 I n SUPERMARKET 1376 00 [ C �I- - z � I � a RETAIL/SERVICE o 1 i 3a / S LE r , /3 < � �� -------- ------ = 13 � -- - - _ .� _\ — _ . 13 .Bo CALDOR � \ — c tl I 13y�oo3 L96, LLJ L ` - fl ' 13 b®99 II I LU - I III I / 11J 11 vel � � I 13� w SGE Q "' 1LAj --------- ------- -- - / cn Cr CL x C I I w _ 19aI � I Ijfo®1� I 138 `� I ® RAISE RIM I I I \ LOWER RIM TO 136. 33 T I 3 ,zs -T0 137.00 LLJ 132 j(r \., Cl) _ W ��i ATM BUILDING �� \ � v ;3 I o \ ` SGt SGE _— - -- - lyo.so -SGE0 ------- _ SGE \ _ �- I \ VGE APPROVED — SALEM PLANNING BOARD '� - — --- _- VGE_ --SGE-, ,9C, - VGE � _ — � -_---- - - - ----- - - - -- - _- ----- _ __ ---- -- ---------- -- - _- - - _ will VGE ------- - , I I I RETAIL STORES ' Zi DATE SITE DEVELOPMENT PERMIT PLAN PROPOSED SHOPPING CENTER RENOVATIONS SALEM , MASSACHUSETTS L E G E N D S U R F A C E CURB I NG SITE GRADING PLAN PREPARED FOR PREPARED BY • SMH PROPOSED SEWER MANHOLE R.M.D., Incorporated Eastern Land Survey Associates, Inc. O DMH EXISTING DRAIN MANHOLE • DMH PROPOSED DRAIN MANHOLE 881 East St. 104 Lowell Street ® EXISTING CATCH BASIN ■ PROPOSED CATCH BASIN PROPOSED CONCRETE SGE SLOPED GRANITE EDGING Tewksbury MA 01876 Peabody, MA 01960 c4a EXISTING HYDRANT PROPOSED HYDRANT SIDEWALK AND (PADS BB B I TUM I NOUS BERM (508) 531-8121 EXISTING WATER GATE .. PROPOSED WA FER GATE CONDITION 1 RECLAIMED ASPHALT — ------ S -- EXISTING SANITARY SEWER 100 PROPOSED CONTOUR MAINTAIN EXISTING GRADES NE NO EDGING SCALE — W EXISTING WATER MAIN ' CONDITION 2 RECLAIMED VGE VERTICAL GRANITE EDGING � „ — , 100x0 PROPOSED SPOT GRADE 40 c —D EXISTING STORM DRAIN ASPHALT / REGRADE It OHW EXISTING OVERHEAD WIRES PROPOSED LIGHT POLE --- G EXISTING GAS LINE S-- PROPOSED SANITARY SEWER NEW PAVEMENT `� r r GAS — GAS GATE _ W_= DRAIN PROPOSED WATER MAIN 4 i2o �` ! D PROPOSED STORM , — 100 EXISTING CONTOUR 100.00 EXISTING SPOT GRADE — G--- PROPOSED GAS LINE DA TE- -0- E-0- UTILITY POLE MARCH 3, 1997 Christopher R. Mello Clayton A. Morin 4 LIGHT POLE PLS 31317 PE 30969 F 10786 - RETAINING WALL CURB REVISIONS x x FENCE 4. JULY 247 1997 SHEET N0. I . MARCH /Or /997 2. MARCH 2; ", 1997 5 OF 10 3. JULY 21 , 1997 T,MT, I