The URL can be used to link to this page

440 HIGHLAND AVE - PLANNING i l i l c fI 6 SANITARY SEWER NOTES: GENERAL NOTES: 1. CONTRACTOR MUST NOTIFY THE REGULATORY AGENCY FOR SEWER INSPECTION 1. ALL WORK SHOWN SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND DEMOLITION NOTES. WAL-MART SITE NOTES: PRIOR TO STARTING WORK. NOTES: SITEWORK SPECIFICATIONS. 2. ALL STUB-OUTS AND WYE LATERALS SHALL BE PLUGGED WITH A STANDARD TYPE 1. Contractor shall provide and employ an acceptable method of removal of 2. ALL NECESSARY PERMITS AND APPROVALS FROM AGENCIES GOVERNING 1. THE CONTRACTOR SHALL SAW-CUT EXISTING PAVEMENT AS 1. ALL NEW PARKING LOT LIGHTING POLES AND FIXTURES WITH LAMPS PLUG. CONTRACTOR IS RESPONSIBLE FOR BUILDING LATERAL CONNECTIONS, IF NOT - P P Y P NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS WILL BE PROVIDED BY WAL-MART AND INSTALLED BY IN PLACE, THEN BUILDING CONTRACTOR IS RESPONSIBLE. construction waste. Sold method shall limit waste storage areas and shall be THIS WORK SHALL BE SECURED PRIOR TO BEGINNING CONSTRUCTION. 9 GRADE.. THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE WAL-MART 3. SANITARY SEWER PIPE OF DIFFERENT MATERIAL SHALL BE JOINED BY A RUBBER acceptable to the City of Salem. 3. ALL DIMENSIONS SHOWN TO BUILDING ARE TO OUTSIDE FACE OF BUILDING. A ONE-YEAR WARRANTY CERTIFICATE. ALL INCURRED COSTS SLEEVE WITH STAINLESS STEEL COUPLING, MADE FOR TRANSITIONS FROM ONE ALL DIMENSIONS AND RADII SHOWN TO PAVING ARE TO EDGE OF 2. ALL EXISTING STRUCTURES AND/OR UTILITIES INCLUDING FOR RECEIVING, STORAGE, LIABILITY AND WARRANTY LABOR SHALL MATERIAL TO ANOTHER. 2. Contractor shall control dust accumulation and clean entire site of debris PAVEMENT UNLESS OTHERWISE SHOWN. SIGNS, UTILITY POLES, ETC., SHOWN OR NOT SHOWN BE INCLUDED IN THE INSTALLATION CONTRACT PRICE. and garbage immediately prior to completion. WHICH REQUIRE RELOCATION OR REMOVAL UNDER THIS 4. COORDINATES OR DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING 4. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. 2. SITE LIGHTING CIRCUITRY, PHOTOMETRICS, AND FOUNDATION OR TO CENTERLINE OF MANHOLE- CONTRACT SHALL BE DONE AT CONTRACTOR'S 3. On site storm/sanitary pipes, storm/sanitary manholes, and Catch basins THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINE EXPENSE. DESIGN PROVIDED BY WAL-MART. w Y P P Y 5. SANITARY SEWER PICK-UP POINTS SHALL TERMINATE FIVE FEET OUTSIDE THE FACE shall be completeLY cleaned of slit, gravel, and other materials. LOCATIONS PRIOR TO ANY CONSTRUCTION. ANY DEVIATIONS FROM THE o DESIGN LOCATIONS SHALL BE REPORTED TO THE OWNER AND ENGINEER 3. ALL EXISTING LIGHT POLES SHALL BE PAINTED BLACK PER OF BUILDING UNLESS OTHERWISE NOTED. 4. All work performed shall be in accordance with ALL Cit of Salem, State of PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL KEEP STORE MANAGER INFORMED SPECIFICATIONS. ALL EXISTING LIGHT POLES BASES AND GUARDPOSTS P Y OF CONSTRUCTION ACTIVITIES WHICH COULD INTERFERE WITH SHALL BE PAINTED YELLOW PER SPECS. 6. THE TOP ELEVATION OF ALL MANHOLES IN PAVED AREAS SHALL MATCH FINISH Massachusetts, and federal regulations. 5. CONTRACTOR SHALL REFER TO ARCHITECT'S PLANS AND SPECIFICATIONS GRADE. THE TOP ELEVATION OF ALL MANHOLES IN GRASSED AREAS SHALL BE `.i" FOR EXACT LOCATIONS AND DIMENSIONS OF RAMPS, FENCED AREAS, BOLLARDS, ETC. DAILY STORE OPERATIONS. ABOVE FINISHED GRADE. 5. Existing on-site pavement sholl be thoroughly swept clean of dirt, gravel, 7. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINT OF 6. THE ,,ITEWORK CONTRACTOR SHALL COORDINATE THE INSTALLATION OF etc., prior to application of sealcoat. Entire limits of existing on-site THE WATER AND SEWER LINE IS TEN (10) FEET. THE MINIMUM VERTICAL SEPARATION asphalt paving shall be sealed in accordance with specifications. ALL UUTILITIES WITH HIS WORK. ALL UNDERGROUND UTILITIES (WATERR,, SANITARY UNDERGROUND ANITARY SEWER, ELECTRICAL CONDUIT, ETC.), SHALL BE IN PLACE BETWEEN THE CLOSEST TWO POINT OF THE WATER AND SEWER LINE IS 18". Pavement cracks shall be completely filled prior to sealing. All pavement PRIOR TO THE APPLICATION OF THE SEAL COAT. 8. SANITARY SEWER PIPE NOTED D.I. SHALL BE DUCTILE IRON PIPE, CLASS 52, 40 20 0 40 SO 120 cuts/replacement as required shall be completed prior to seating. 7. LIMI I OF POTHOLE REPAIR SHALL BE 1' MIN. OUTSIDE EXISTING POTHOLE. CONFORMING TO ANSI STANDARD SPECIFICATIONS FOR DUCTILE IRON. LOOSE BASE SAW-CUT AND EXISTING PAVEMENT, 6. Light standard bases which remain shall be stripped of paint and repainted LIMITS SHALL BE 9. THE SANITARY SEWER PIPE MATERIAL SHAL BE S.D.R. 35 SEWER PIPE UNLESS 0-�HERWISE yellow in accordance with specifications. Existing light poles shall be MATERIAL, AND OTHER MATERIAL REMOVED. EXPOSED BASE SHALL BE NOTED ON PLAN. 247°28'59" SCALE IN FEET painted black per specifications. ASPHAITSCARIFEDTO MATCO MPACTEEXS IND GRAD OLE SHALL BE FILLED WITH BITUMINOUS 8. PROPOSED PLANTINGS SHALL BE 3.5" MIN. CALIPER AND MATCH SPECIES - - - - - - zoo_,-8,. 7. Existing light fixtures shall be removed and replaced with Gardco per i i i LEGEND detail- If necessary contractor shall coordinate base bolt spacing and pole OF THAT REMOVED. NEW PLANTING AREAS SHALL RECEIVE 4" MINIMUM ♦ G adapter requirements with lighting consultant. Contractor sholl contact LOAM AND SEED. 16 lighting consultant (Malmstrom-White, 11610 Kanis Road, Little Rock, 9. EXISTING PAVEMENT, CURBING, ETC., REMOVED TO ACCOMMODATE 10 AR 72211, 501-224-2775) to coordinate deliver and installation of materials. SITE F=ATURES (LIGHTING CONDUIT, UTILITIES, PLANTED ISLANDS, 203*41' \ CONVERTED (TO GARDCO) LIGHT STANDARD Y61 ETC.) SHALL BE REPLACED WITH BITUMINOUS PAVEMENT TO DEPTH N N AV , - 4" SOLID REQUIf�rll AS NECESSARY TO PROVIDE A SMOOTH SURFACE. BITUMINOUS 219°25'47' " \\ \ EXISTING STREET LIGHT 8- Contractor shall provide trenching, backfill conduit, wiring, etc., as ks ♦ YELLow ro.c. - -�-.. / (T PAVEMrNT SHALL MATCH EXISTING IN TYPE/QUALITY. YP.) necessary to provide adequate power to light standards. Light pole bases ♦ , AV /- '°� L PROPOSED LIGHT POLE CONDUIT/WIRING for relocated light standards shall be demolished/removed per specifications. 10. REFER i0 BUILDING PLANS FOR SIDEWALK INSTALLATION. ♦ -- R �(� (APPROXIMATE LOCATION) Excavated area shall be replaced with materials identical to the surrounding WATER NOTES: ?s• t5 area. (Match existing thickness, quality, compaction, etc.) �` 1 / EXISTING CATCH BASIN 1. ALL SPRINKLER AND DOMESTIC LEADS TO BUILDING SHALL END 5 -0 6 r in hall be replaced and/or repaired as shown on plans to provide OUTSIDE THE FACE OF BUILDING WALL, UNLESS NOTED, AND SHALL BE PROVIDED 2a \ / _ 9. Curbing s p P P P WITH A TEMPORARY PLUG AT END (FOR OTHERS TO REMOVE AND EXTEND AS 12 j , EXISTING MANHOLE continuous curbingwithin paved areas. See detail for schematic sloped granite TRUCK P P 9 NECESSARY). A 17 ROUTES ♦ REPLACE EXISTING CURBING curbing installation. 2. ALL VERTICAL BENDS ON WATER MAIN SHALL BE RESTRAINED WITH A MECHANICAL ♦ / INT FITTING SUPPLIED WITH RETAINER GLANDS. ANY JOINTS 25 FT. OR LESS FROM ♦ ` TRUCK N 10. Excavation shall be limited to the smallest area possible to install items JO ROUTE \ r' NEW PLANTING shown. EITHER SIDE OF VERTICAL BEND SHALL BE RESTRAINED WITH A RETAINER GLAND. ,� 00 SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. / 0 0 3. DIMENSIONS 'V-S 10 V 16 = CURBING TO BE REMOVED X 11. Boundary information taken from Existing Conditions-Rich s Plaza plan by M Bryant Associates dated June 11, 1997. 4. ALL VkVES SHALL BE INSTALLED IN A CAST IRON VALVE BOX WITH COVER. AV 17 � � E ELECTRICAL CIRCUIT I U v 5. THRUST BLOCKS SHALL BE PROVIDED AT ALL HORIZONTAL BENDS, TEES AND FIRE ♦ 148°4232" - \ 10 12. Pavement crack filler shall conform with all requirements contained U U .q_ HYDRANTS. ♦ � 1V � x within ASTM D-5078-90. Existing crack (3/8" minimum width) shall be throughly cleaned of loose/deleterious materials prior to appllcatlon of filler. 6. THE MINIMUM COVER ON WATER MAINS SHALL 5'-0". Crack faces shall be dry at time of application. Filler shall completely RELOCATE Z A 7. PIPE SIZES 3 AND SMALLER SHALL BE TYPE-K COPPER. FITTINGS SHALL BE fill Crack, with no air voids, etc. After application, filler shall be BRONZE. SEE SPECIFICATIONS. co►vTRAcroR SHALL �o•� �, ExIsTINc 9 z " A REMOVE EXISTING Q� LOT POLE � > screed off to provide a smooth, continuous surface across crack. GATE AND in`` 5 in 8- PIPE SIZES 4" AND LARGER SHALL BE PVC C900, CLASS 200, WATER PIPE WITH 200 COMPLETELY PER rl� 0 g�c W OW PSI PRESSURE RATING. ALL FITTINGS 4" AND LARGER SHALL BE CAST IRON (PUSH ♦ SPECIFICATIONS 13 g� r 12,10 0 <T1n 9 O a F" TYPE OR MECHANICAL JOINT) CONFORMING TO ANSI AND AWWA STANDARD o 2 p� SPECiFICAT IONS. ♦ - - G � z •O AVF1 STOP ♦ Z fx A _ af 9- GATE VALVES Y4" THROUGH 3" SHALL BE BRONZE WEDGE TYPE GATE VALVE. �Q� �i� \ SIGN y ,S �� W z0 z VALVES SHALL HAVE NON-RISING STEM WITH SOLID TEE HEAD OPERATING NUT. 159°11'54" act 1 �� '' GARP cn U ¢' z a 232 S' d 4" SOLID YELLOW 10 �-� �, U Z Q U 10. GATE VALVES 4" AND LARGER SHALL BE CAST IRON GATE VALVE WITH PARALLEL "' TRUCK z1-4 'I 4 O� REPLACE \ \ ROUTE G G ~ 4 O DOUBLE DISC. VALVES SHALL HAVE MECHANICAL JOINT ENDS AND NON-RISING �''� EXISTING Q H F" > STEM WITH SQUARE OPERATING NUT. - CURBING �O REPLACE x ' AV 4„ SOLID YELLOW ♦ EXISTIN(S 1' ,I"3' 02 \ \ �►V CURBINGan an 000000< aft�� ams 13 �s x ��1� SSS. of v v pA QA W ` g� 13 N O �\ • O NEW LIGHT POLE 175°05'48"_ / \ AND BASE (SEE DETAILS) -� \,9_ v� REPAIR POTHOLE / ♦ z SEE GENERAL�NOTE700 � REPAIR POTHOLE ` 2'HIGH YELLOW � v- C�`T CORRAL 4 LETTERS (S, : DETAIL) j SEE GENERAL NOTE 714 \ \ 19 EXISTING SMH 8, e v� \ 16 NEW PLANTING (TYP.) 4" INV.-115.26 z _ 4" 0.1.0 •/-11.6/ SLOPE AVF2 � � \ SEE GENERAL NOTE 8 \\'`\ 16 EXISTING 4 / oco �\ PYLON SIGN R 15' INV.-117.00•/- •� & ON ' N U A a. TO REMAIN Z a ~ r. 4" SOLID YELLOW �r \ i�ROPOSED SMH V / Uj `a. / AVF� / 045° 2'O.C. v - R1'ILD INVERT NEW PLANTING o 1,AATCH EXISTING)\ 17 j/ Z � m �p O_ �' �iy../ 11 .22' w Q o c t 1 pot G 4 /CURB ISLAND EXIST,6" A IN -•/ 14. pt1' nt' P IN .-11 28 app �L 15 ` 0 U II / .a ��J� ENS gR�ED l �d6 \ \ f • "� > ^" EXISTING CURB & z EXISTING CURB Z � GUTTER SHALL BE 18 c! Q)• TO BE REMOVED REMOVED & REPLACED z O 0- IN LOCATIONS SHOWN 'p PAVEMENT SHALL o Un / Q \ D y 6" PVC e •/ 2.0/ SLOPE OZ &ATCH IN GRACE THICKNESS 11 3 PROPOSED SMH \� BALE RAMP RIM-•/-118.45 (MATCH EXISTING) A R10' (REF. ARCH. PLANS (�� 0 4" C.I.INV.-116.04 o L Q v Q / 6 FOR LOCATION P< 1� j� 6" PVC INV.-115.84 / INSTALLATION) 1" '�c�j � 6 a° o-I.o -/-2.0/*` SLOPE �� o U APPR X.R P A COMPACTCR INV.-116.5•/- 0 E L CE _ 84.48'47 (REF. ARCH. PLANS R� Q M '� 11 EXISTING CURBING o FOR LOCATION & 254°20'12" R/0' INSTALLATION) REFER TO BUILDING PLANS FOR ,Z�� BOLLARDS IN THIS LOCATION 10. �. 9 ♦ � • o N AND ELSEWHERE _ 5 p ��9 9 �j��0 O�r�' o - E f \ I �� ell I RO f cry f�V14" W ATTACH WEATHERPROOF 5 0 • 9 A' 0 •0,_ v .Z ` DUPLEX RECEPTACLE (48" w a 1 ABOVE GRADE) TO EXISING bA a f 222°19'59' �_ 27.3 - m ...... +' fwd .....^......._....�.�._.. ti •• � FOR INSTALLATION AND ��, ....................... - �a�1 R `� CIRCUITRY REQUIREMENT ♦ ^"" a • 208°37'50" x -x� /I STSUCTIONS) M ROCK 19 ROCK SURFACE •� G U N SURFACE `. ,TPP O�X.R�LA7E SITE DATA -IMITS OF NEW FENCED c�\2 I_XISTING CURBING (TYF ) �M �, GARDEN AREA. REFER TO �� cz BUILDING PLANS FOR G.) SPECIFIC INFORMATION. RELOCATE ♦ O EXISTING RICH 'S PLAZA 109,124 SF 478 PARKING SPACES 4 . 4/1000 APPROVAL BLOCK- LIGHT'POLE SITE PLAN REVIEW / BUSINESS PARK DEVELOPMENT SPECIAL PERMIT � YAR FREEZE _ - /p, YARD HYDRANT 1 NEW PLANTING (SMITH FIG. Cd 0 (INCLUDING EXIST. RICH'S STORE 96,730 SF AND CITY of SALEM PLANNING BOARD DATE REFERENCE ARCHITECTURE PLANS FOR ALL /CURB ISLAND AVF2 OR APPROVED) REF.DETAIL SHEET SHOPS 12,394 SF) UTILITY SERVICE CONNECTION LOCATIONS 11/4" WATER V 109124 SF 448 PARKING SPACES 4. 1/1000 LNE AFTER WAL - MART TAKEOVER EXIST.PLANTING TO REMAIN (INCLUDING WAL-MART STORE 96,730 SF AND (INCLUDING 9 STANDARD HANDICAP PARKING ACCESSIBLE PARKING SPACES) � NEW PLANTING SHOPS 12,394 SF) AND 2 VAN /CURB ISLAND EXISTING CURB TO BE REMOVED �/ J t C SITE STATISTICS ZONING DISTRICT BUSINESS PARK DEVELOPMENT CAUTION - NOTICE TO CONTRACTOR REQ'D PROVIDED THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION PRINTED & ISSUED OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE MIN. LOT AREA (SF) 40 000 +� 606 490 VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE AUG 15 1997 > > FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 $,H� p S®CIATcc MIN. LOT WIDTH (SF) 150 337 (MIN.) HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES MAX. LOT COVERAGE (%) 45 +� 18 WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. _ - OPEN SPACE PB N/A 1 _A , _-p^ '.;'t?.. , r:.: i ,'.7' - 4..• fir' i - -. r. - .. , , �, - r , - - , • ..,,- _ ..�c. tP.- .'i.' 4 C . r.: .' _- :` sit Y' 1. .. - - - �Li� i-.'." F Sv ,.Ay h'd.:�- '4�i1t I.: L..�.,S, _ , 'IY^. r',:.i . * . . - - I'll - . } .. . , ,, - - • - P l,d. - . _ .. _ ' - - • y _ .-:, _ - ` - . . \\ \ � � �---I—1 -------+-- I I ; . - .' . .." � .. .. .. . y -- �'"`--------4-- \� \ -7 . � "I �� . . .. -' . . s � � I 11 — . I �� .'.—�-I . . . \ - I '. ' .� ; � � I. .� . �. I , " % . .. . � I . - . ." . k I . . �, � : 71 � , — . . � I I I I . . . . . - I . . . . '.. - I I . \ . -1 I I . , I-�. I \ I . . . I I" I , I '� I - CP ` \\\ . _ _ . � - � . I � . ': ,: �:-!� -- , , . . - � -\ � / n, - . . - ' 1. \\\ \ - F,T , 11 1. �`\ � . \( . I . I - / , ./ \\ ` \ �. 1 . I/ \. - - - i. . j s,11 . i I � -. , 'z' . � I . . ' I11 1 - - - . - - . :..' I - - _ . f . \, .- _ . 11 I .1 ,. . I . A . . I . I � . � . I � 1� 11 1,-� - I . �',� I . - . k. 1. , ' k . : � , \ \ . I 'L " �, �� 1� , I �' I . . �.' I. - �' '-' � . '%, z I I . . . � . � . .1�11 I*t.I, I I .1 I ��.- �l� .1 . ��:I.. � I .1 . t. i v. * ' . . ( v . . . - ---�----- 1' - . � l\" ( I.. \ I 11 I I . I �11 . .�-, I � - x z ZZ) • if / k ` i .� _ _ _ f _ - .. . 1 —7 I i \.� ^ ' i \\'� - - 1 . - .. - . C Y,: • , . T .. � ..* t ,. xll . - F a ) I � .1 I . - - .. ..y%. , - , , . *1 \ " I I � I ". .� . � " i. 1 I \ . . I � -�� , -"�'-. I - � �. ��, .. I . � . I - I � . �/ j` is j I { I f ' p - 1 w..4•.« ;�. - _ P i f ,\ r!''.1 V� �,� f , t N '� + a° . F W �•, f ss`,i� . • r �L --- -�� ., ... . . ---.'------'---..i�� . - � - I v � ��I . P - � .+ --Ill_1--- ....-.. ........w....c..:- -f _ _ ... - f - _ is ( +'4 1 r l _/� a' j - -.r.- pp .. /i / --�� -"—�-- . . \ I I --------.'.--'----�-----.—-".-----,Z---- <PV . � I I- I . I . . I �- �I.� I .I � I I-. . I , �-- 11,r r —' %�•.,� � � `rte.•{'^• .Y ,! f�• I �. ' w.,�.Y.,.-l•r.. _ .....v.'T .r+»_.'.•••1••....,....+. -._,•y+.r►rYs„+•w•r.•- r � ! .Ii :qt I "'.1 T�iy�+�yp,. - M.i —.Nwa.— I , .. ,- , _.i tt ! tr in.^. .'� I I J . I ...• '. :. ^fit , / / / 1 , . 11- j - � ! - Jam -^ _ _ I I { - j ^ ' -1 _ J , �� _ - - �,, a .'. .. ;. M ,�• �•� "-.-.__ _ r. Q�,,.,, &- - _ Pp -` _ J rte."� 1 .f `��/5('//JS,//�1M� v - •t,..+-.•ae..IG"•• .� '>' .' .-. . � � I I � . �. '�'.'.I " I . I .. I I \ 1. � I. .I.- I-� . .1, I . . .� I � .. I � '.� .. I, I . . . V - ...•M•_•......•w••.y -.....�_-_ - ;. r f -. _ .. f' fl , - . p I/ . I'-- . - . I - . . . / T . I \ . I., , I �. I - . � � � . - k .1 � \ . - I .. � . -�"'-'- . I I . � �. 1 . 11 - � . .1. 1 . I - / L . , , /", ;11. , Q- ;' � 17I l c I ' .� - I- ,�' Y ; '' . . . � I 11 1�11 . xl -'-��- / I . / 1 ii.,e I I � �1 1:2 /- -1 I I? � � � I I , I I . , . 1� .1,I I11 I �� . � ,/ . - r . - . 1 11 I. �. I _ . s ,fs i /j `\ ' 3 �/. �, _. f y w_ -11 4 � � - � tel . ]� , - ' l 1 l'^'1 ' 1••� _ _ �. - - yn. y- 4:. i * i':-� '�d• 1�'.�fl �•-..•� ' ' . - ` - . ...•. w . Ar, �- _ - 1 . s ,, f \ " - _ } ' �:.w,.-� `\_ _. ... _ 1 � :.rte'^r-�q'.'�.:,-- .i \: 1� . / /P o,o i f y A - i ' r ",.,-/ ., v _ _ --- � - .. 4 j .- • a 7 . f. y - - • . N f I 1. I , `^ r r � ... _ ----z+._. _.-,-.�.. ----'---'-.r--- 1 - t i . ,1•+r" :s'% - - -"i;- T -, try` ` . ; 11 . ! i . 11 i C _ \tom`` - 3 ..1 -.-,-� -_�...•.r..,. 1. '<1 � - � - f � j it {' S r ,., may : + .. 9 I �.ij •( ,44..,. .. _ __. as ` :s - - t�...�•' ,I, 1. , ,,I.*;',. .', . I / / ... .. e-." � . I , �, , 'I 14 i 1 i ' I . i '. � . � Y 11 I / - \ . � I . . . I :- I � . I . -�' . �I . I. , �j" , , " ,411�"'-�'- , �- 1, ;�:' - - I / I ;..r '.. . I 1* l ! K�,. S a 111`I �'5 3. -I • ,1< 1 '7lrrppc ,f - i }1 ,T_ _ J r �I' } 5 S S If \`" / .....X11 - - 'I _ ,. N`L �^,-w - ' / f / III - f fj ..._-, d. ..,. .,,,,, - - 1 _ _ . . ! „t� - ` ,1,." rn'+a'•"'' ••s'.'..�,,-"-k>a-wrrir..---„�w.k,.,�•..-_...�........ ,..�,�.,,,'`''�-".i.---. w �r Y: v .ytr�.`- s . . / .� I '!E� . t 1 I: 1 ! w Y ' �.' r 4 / F; # r w j t . '; .. € ` a. t b // f t ! , . 3 : - r �.� . . , . • 1. f y x �. ✓- . / : 1 11 - f ✓/' r. - Y 1 ��- 4 y 1 f'� .1 . , yfI -.. . . JJJJy - -I' .'L I .I . . / . I" "I ».,.,__ --'-.;'--1------'—.--'r......+-.,.....,...._..•• - ^'--`-•_ . —".I,� - ..-.,,. w.l11 i . � I . . . . "e__---!-�..,.a'm, '.,1•'+'•tr+r+,,.?-iwY.r.r -w..•u.---I----..--- - w_.ti 11 I _. •.tr...-m...,_.».._w..a..-.1Mr.M.avw..ra.I..-+r-nr_,•••w-.�, - ... '_ -IIJ '- . . I . . I I / 7��- ,f'� Fes' {r'� . � . _i - `'; :,, - 6..-!�, . 11 �t�� f r �lCr-.. {'� . ��, r . ., . I I 1. . �f f ` '' _ - . I, _ ,q- n a _ i rte' -. .`t ? •r fd� ,«.•,,..:--•moo---'y."'`,r' ..-^.•«.,...•-•.,....,.._... ,wa..... I I - :, _ -`. .' ' .:{>n�' - .,+,,,^ �Y'- "�< _ Si'r - . - �, 5!�!"1�'-"^ i_ u -• .• .. ,. i.... _,I .. ........-......r..w.•....r..:,.,:.o..r..+-...r++�+w""' ,`..,•w.w-vae- - _ - _ _ -. -, ,._.r.' . .wi y Y t J I '..N-:. � 1 _ t r..-^*+^^` '"-.* .•*.�>n+I•,..,-.•..,—„—„,.+.•t-•x.....,;1r»,.«.,» .,ta.: L f -.Y ,s '”'_.] - t. ^3i '. q Kit f �,•r,r ., !,�•• :.-",:*.. 'Y '� '" 'S r u.,�- �. t . <....... ....••t�.s,.`h-I.,-.I•-•r•�-+aup.r _,a _ • �"' i-.-• �1.._'b� �. - 1� �'•f t i-: -^l I.- �- '� VE I- _ Y 1.sr.,. ,ti" . �W w�wf a .f -) 1, c. Jv ' 't ,i . . \ . }. . i 1 . - . .,..-,. // \ \ I L t - - - I. 0b- � - i 3 el R � t �,�/ ,. u y may/ a: � .., - • . y. " �.3 K !-' _ •, tiwla'.�"';� , ,,.• ,' 1; r <_.. R� I�- �; p 1 1' . GR GLASSMAN ASSOCIATES, INC. 1211 highland ave. p o.box 0249, needham,ma 02192-0249 ARCHITECTS AND ENGINEERS 10 99 98 97 96. 95 � \\� ' RIM T.NV MN V 'MN 3 T_WV4 WE LER DEPTH 94 _ _ _ _ " \'�J C.D.a, 98.70 '15.70_ q5.57 9 5.8°5 93 /96g LYNN,MA S ' 1 C A-0 c. '5 � �- ,\\t� cg.g 9�.�0 91.23 95 Gb 93.t0 92 C' CAMP ON OF c.� 95.73 93.53 95•co 92.53 p 2 , , '� \ AA \� C.�o 9 7.88 -4. 9 5.88 91 �-3 , ,, ��(•/ U� c_.B. 10 .3`1 100.90 100.49 a 90 C_.e).F 99- 19 9G-TO 95.59 95.49 SPECIAL NOTES : 89 �E �6' 97.97 9Co-z7' _ - -�Q \\ c_R).N 98-�9 9G 09 95.59 9(0. Go 1 . ABSOLUTELY NO BUILDING COMPONENT gg �' `, P C.B-x IU1. 2 94,.90 I SHOWN ON THIS DRAWING SHALL BC \ 'S C.[a>,3 100. ,-'I 97•II 9 7.51 ; 9 7.(o1 __ INCORPORATED INTO THE WORK UNTIL 87 v� � �- LF' � G � C.13. 99.o-f-- 97.04 97.04- 97.c04 97- 14 SHOP DRAWINGS, SAMPLES , BROCHURES OR 86 � J��P' , ,� qq�* Q �� CDL 99 98 �� 9 OTHER SUBMITTALS CALLED FOR IN THE 85 �j�{ g M 99.9 9�. i 5 j SPECIFICATIONS HAVE BEEN APPROVED BY / V �� L TETE ARCHITECT OR ENGINEER. 84 ' �G y' 'A G�.N 98.9 90 7� 96.T� CI�0 _ •90 _ 2 . THE TECHNICAL SPECIFICATIONS CONTAIN 83Ile PERTINENT, DETAILED INFORMATION ON 82 / �' yam+` / I 'A O THE MATERIALS , FABRICATIONS AND Z� INSTALLATION OF EACH BUILDING 81 i O / `�� COMPONENT . THE SPECIFICATIONS ARE A tGQ�'P ,, C WATER MEAS. PART OF TETE CONTRACT DOCUMENTS AND 80 i / �/ �}• sem{-- RIM IJVZNV �.S 3 IJV+ EL. DEPTH MUST BE USED IN CONJUNCTION WITH THE 79 S.M.H.,, 99.82 9 .72 ---- DRAWINGS . 78 , S•M.H- 99.31 92 C), 92.01, _ -- 3 . THIS DRAWING AND ACCOMPANYING 77 S.M.E- 99.93 g7 P�3 SPECIFICATIONS ARE THE PROPERTY OF 76 Cpl+ kO` � - --- _ GLASSMAN ASSOCIATES , INC. , AND ARE O � _ NOT TO BE COPIED OR REUSED FOR ANY 75 # �\ VA JQ• G �. / •C \ }� _ - - k--- _ --- -- OTHER PROJECT . D.M.H.p 99.1 z 95.42 95.42 95.42 74 \� GG ��_ D.MH.C, 99.77 _'1+ _ 94.84 73 y �', 9 n H.,.c I-A9.E3B 9-4-.7-3 94.73 94.73 72 \ ' \ CAMP LION OF LYNN, MASS., INC. � ;-\� � � bM.H.o 1Q).o5 95. 4o g5.4o 97.15 y;�-o5 =9258 / DNI.H.c 9 9.49 9 Co. 99 71 _ ' D.M.H.r- tcxj 70 97. 70 9 T. in 70 qy - -- --- -- 69K�C }�� \ G 68 67 �L 66 Q• @� 65 64 63 �w O i 62 �pc 10, 60 59 C, All 58 57 56 S �-la- A _5C) - ,�� O � i�F 55 54 x 0 1 52 51V.- \O�O� .__ - � G 49 \11 YV 48 10 47 \O � �, oq a t /A 46 1'� / ` w �/ r�<„P� G yam GV F c'r' c TZ, fit' a \ U ,� b J O 44 �O� / 54V 43 42 L E G E N 0 ,� \ V. lop ,, s`' �N� �'' ��`� y �cb / �. 5 • 7 O 40 WATER 39 SEWER cO'(��G A0.µ\ -38 ELECTRIC 8s TELEPHONE G ` v 37 DRAIN G \Ogg+�� QQ2 �� \O\`36 GAS G �� n� ��. �° . -_ cl�o x ,� 35 SEWER MAN HOLE ❑SM.H. O S.M.H. \� DRAIN MAN HOLE ❑D.M.H. OD.M.H. 34 - WATER GATE 10� �\\\yO 33 32 GAS GATE 0 Go. 31 HYDRANT ¢ G0� f j EXISTING SPOT ELEV. 00x0 30 CONTOUR LINES 29 CATCH BASIN ®Ce). CE5. , 28 UTILITY POLE 1 27 GUARD RAIL `��, IgD- 3� , 26 \o� Ov CITY OF SALEM 25 24 23 N DATE DESCRIPTION 22 NOTE: : ATLANTIC ENGINEERING & SURVEY REVISIONS 21 `�--IS- � EXISTING UTILITIES SHOWN ON THIS PLAN ARE FROM EXISTING f CONSULTANTS, INC. EXISTING CONDITIONS 34. - 00 _ PROJ F C T 20 00'' AVAILABLE INFORMATION AND ARE APPROXIMATE LOCATIONS . THERE MAY 257A BROADWAY LYNN , MASS - 19 BE EXISTING LINES OTHER THAN THnSE INDICATED HERECN BEFORE PLAN OF LAND ALTERATIONS a ADDITIONS PLANNING FUTURE CONNECTION S,TH E PROPER UTILITY COMPANY SHOULD BE I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN 18 NOTE : CONSULTED . CONFORMANCE WITH THE PROCEDURAL,TECHNICAL AND IN TO 17 OUR FIRM DOES NOT WARRANT OR GUARANTEE THE LOCATIONS OF ANY RICH ' S DEPT. STORE ELEVATIONS SHOWN ARE ON A RANDOM DATUM ETHICAL STANDARDS OF THE PRACTICE OF LAND SALEM AMSt5- 16 SASE. ADD 18. 57 TO CONVERT TO THE CITY OF ,UTILITIES AS SHOWN HEREON. ,....dam•. _ SURVEYING IN THE COMM. OF MASS. � CAMP LION F LYNNSALEM DATUM. , MASS., INC . TO OUR KNOWLEDGE, NO OTHER UTILITIES EXIST. 16 JOH 14 PAULSON HIGHLAND AVE. SALEtWt MA. Cy - t 3 DATE No. 31725 OWN EH DATE 1 13 �� ' � DRAWING TITLE JERRY ' S DEPT. 8 / 1 / 85 11 R.L.S. INC. SITE SURVEY 10 9 ° AID ' 8 SCALE : I " = 40' ( PERMIT SUBMITTAL ) - 7 6 5 4 DATE DRAWING NUMBER 3 8 19.85 SCALE I TBR 1 = 40'- 0" / 0 AUDIT % LAY DATE S H E E T s OF4 JOB NO. • l MARLBOROUGH RD 10 J GLASSMAN ASSOCIATES, INC. 1211 highland ave. p.o box 0249, needham.ma 02192-0249 ARCHITECTS AND ENGINEERS _ NauC�*_ L-IvNT F/ rte. r t { ( GkAT1Oh i a . iP IDG _ 4 o 99 K- 98 j, SIT CLARK ST. 3 97 _..... _..... o N 95 M t ' ,f S\FI►/ SWAMPSCOTT RD. 94 3o Llc�l-4TH wqM 93 . . 8 I OT ....._. ..rte. \ 92 SNOW STORAGE 91 AREA GLENMERE 1 EXISTING RICH' S STORE TO BE REMODELED FLAX POND 90 -- SITE LIGHT (TYR) \ 2 EXISTING RI CH' S GARDEN SHOP TO BE REMODELED ' FOSTER POND SPECIAL NOTES : 89 .3 EXISTING RICH' S STORAGE AREA \ 1 . ABSOLUTELY NO BUILDING COMPONENT 4 NEW CONSTRUICTION : SALES AREA 129 SHOWN ON THIS DRAWING 88 J `5 NEW CONSTRUICTION: LOADING, STORAGE , & UTILI'T'Y AREAS 129 SHALL RE 87 ! � 6 NEW CONSTRU4CTION : RENTAL SPACE 129 \ y�' INCORPORATED INTO THE WORK UNTIL 7 EXISTING GRtOCERY STORE & FABRIC SHOP TO BE DEMOLISHED 1- SHOP DRAWINGS, SAMPLES , BROCHURES OR 86 �E`' OTHER SUBMITTALS CALLED FOR IN THE 8 NEW FACADE TREATMENT OVER ENTIRE LENGTH OF BUILDING \ � 9 EXISTING BANK SPECIFICATIONS HAVE BEEN APPROVED BY 85 I I THE ARCHITECT OR ENGINEER . 84 Fm I 83 OCATI ON PLANT _ 2 • THE TECHNICAL SPECIFICATIONS CONTAIN NORTH PERTINENT, DETAILED INFORMATION ON 82 SCOPE OF WORK L THE MATERIALS , FABRICATIONS AND INSTALLATION OF EACH BUILDING 81 — GU1JG, �� COMPONENT . THE SPECIFICATIONS ARE A 80 PART OF THE CONTRACT DOCUMENTS AND EXISTING MUST BE USED IN CONJUNCTION WITH THE 7'9 LOADING DRAWINGS. 78AREA fo FA Pie .. , (2 BAYS.). 3 . THIS DRAWING AND ACCOMPANYING 77 SPECIFICATIONS ARE THE PROPERTY OF 76 GLASSMAN ASSOCIATES , INC. , AND ARE I r -�-- I NOT TO BE COPIED OR REUSED FOR ANY 75 Ty e� ,� �IT� L I ( Fi N { I I OTHER PROJECT . 74 73 72 71 I 70 101 69 68 I ` 67 66 65 I 40' 64 63 I I 101 62 61 I �--- 60 -- 59 58 57 56 STATISTICS I • 55 54 RICH'S DEPARTMENT ZONING 53 I 52 STORE , BUSINESS PARK DEVELOPMENT ZONE , 51 2� ALLOWABLE LOT COVERAGE _45 5 550 HIGHLAND AVENUE o - HEIGHT LIMIT 499 __ __50' 48 I OPEN SPACE REQUIRED— 10% 47 ' REQUIRED SETBACKS, 46 LIMIT OF ( NEW ADDITION 1 FRONT YARD_____.___________ 50' 45 EXISTING BUILDING SIDE YARD— 44 I NEW REAR YARD—_ 3 ------ -----"--50� 4 I I � RENTAL ( PARKING REQUIRED= 42 I (I STORES ) SPACE / 150 SQ. FT. GROSS FLOOR AREA 41 EXCEPTING STORAGE AREAS 40 I EXISTt 39 I BANK CV PROJECT STATISTICS -38 871 - 2" ` 87'- 0 1 . 37 SITE AREA , 13. 8 ACRES _________601 , 128 SQ. FT. GROSS BUILDING AREA __ SQ.FT. 36 -- - LOT COVERAGE----_ 19. 5 % 35 i L _�'- -- -- 34 / 25 L 38' N OPEN SPACE PROVIDED--- 33 32 °' HP iv HP HP HP BUILDING > 31 SETBACKS: 30 HP HP HP HP FRONT YARD EX/ST/NG 29 - _ HP HP HP HP , SIDE YARD EXIST/NG 28 - REAR YARD__ EX/5T/NG 27 2PARKING REQUIRED : 90001 SQ. FT/ 150 = 600 STALLS 5 �` PARKING PROVIDED : 12 HP ♦ 5.92 STD = 604 STALLS S' 25 N V 2 \ � BUILDING STATISTICS o N DATE DESCRIPTION 22 AREAS , REvlsloivs 21 _ 20 EXISTING BANK _—___ ---2 ,100 SQ. FT. PROJECT 19 ALTERATIONS a ADDITIONS 18 \ RICHES DEPT STORE: TO 17 _ -� EXISTING SALES AREA .__. 53,682 RICH ' S DEPT. S Is - \ EXISTING STORAGE AREA ___,22,296 15 NEW SALES AREA _26,291 14 NEW STORAGE AREA - �` 8,000 HIGHLAND AVE. SALEM MA. 13 , EXISTING CURB '' CUT TOTAL __ 1101269 SQ. FT. 12 i � -::�� DRAWING TITLE Ij EX( CURB � I T I - -- -- NEW RENTAL STORES= SITE PLAN 9 � Q SALES AREA_'_ 7,928 e STORAGE AREA_ 21642 FA 7 TOTAL _ ___101570 SQ. FT. STATISTICS 6 _- _ _ _ -- ---- -------------- _------ - -- f --- -- - _ ( PERMIT SUBMITTAL ) 4 HIGHLAND AVENUE - - - - ------ _� GRAND TOTAL 122,939 SQ. FT DATE DRAWING NUMBER 3 8.19,85 2 SCALE TBR _ - ° , 1.. = 40'-011 0 DIT % O q� OATE SITE PLAN NOUH ESTIMATED AT 75% TOTAL SHEET I = 40-0 2 OF 4 JOB NO. 1013 } Lm f rjR / ` GLASSMAN ASSOCIATES, INC. / 1211 highland ave. p o box 0249, needham,ma 02192-0249 ARCHITECTS AND ENGINEERS 10 �� i�Dll/I�1.�-Ly Ir .01 -_i 97A �, �A 95 1 94 93 l Y 92 - pK,y`/I �NUry 91 SPECIAL NOTES : 90 89 _ - ___.— __ _-- I._ _. _ — _ 1 . ABSOLUTELY NO BUT LDING COMPONENT 88 - - - - ,� i I SHOWN ON THIS nRAWING SEIALL RE INCORPORATED INTO THE: WORK TJNTIL 87 "`� Ir. �Tr. SIEOP DRAWINGS, SAMPLES , BROCHURES OR 86 C��tl l�{ , I OTHER .SUBMITTALS C'ALLF;D FOR IN THE i SPECIFICATIONS EIAVE BEEN APPROVED RY 85 THE ARCIII'rf-Cc,' OR FNGINEF.R . 84 � , 2 . , THF, TECHNICAL SPECIFICATIONS CONTAIN 83 ANI PERTINENT, DE'T'AILED INFORMATION ON THE- MATERIALS , FABRICATIONS AND 82 �E�T"� BULE INS'T'ALLATION OF EACH BUILDING COMPONENT . T f{E; SPEC I F I C A T IONS ARE: A T rotiT I owl 80 /�� / �.,. PART OF THE CONTRACT DOCUMEN'I'S AMID v MUST BE. USED IN CONJUNCT ION WITH Till, -79 �g�� I �'On DRAWINGS . 78 3 . THIS DRAWING AND ACCOMPANYING 77 SPECIFICATIONS ARE. THE, PROPERTY OF 76 GI,ASSMAN ASSOCIATES , INC. , AND ARE NOT TO BE COPIED OR REUSED FOR At:Y 75 OTHER PROJT:CT . 74 73 72 71 ) . 7p Dl�y�IT E T'►z.�r�i�� , I �A k c�.►•wPy � �i T ; N 69 68 -v 67 66 65 64 l -,1------ -- -- 63 62 f►'lA'rLH LINE = �E.� - - -- _ - - - ----- �! _- —_ Attr�V E eLZ-VATv )moi 6160 59 58 57 E 56 r- T-54 AiiLV1n, f� ;s;.•��i �v�G�Cr�ti'*' 55 r 53 / 52 51 50 49 48 47 — 46 _ _45 14 i 3 ' 12 44 4 - - - - 42 IYj-0 , ALA-,)1'7 JAI 4140 - LNV.► 39 38 37 36 35 34 33 32 3130 /� r 29 28 (D7 27 26 - 25 2 23 22 C N DAT_ DESCRIPTION 21 REVISIONS 20 P R 0 J F C T 19 -_ ALTERATIONS a ADDITIONS TO I 17 _ 16 RICH ' S DEPT. STORE 15 14 HIGHLAND AVE. SALEM MA. 13 12 0R AW I N G T I T L E 11 - to EXT. ELEVATIONS 9 8 ( PERMIT SUBMITTAL ) 7 6 5 4 1 jr DATE DRAW I N G NUMBER '— '-- — — — — 819.85 2 SCALE TBR 4( 1" = 40!-d' 0 AUDIT % VAR DATE S H E E T KEY PLAN 3 OF 4 ` JOB NO NO SCALE 1013 rjR - GLASSMAN ASSOCIATES, INC. 1211 highland ave. p o box 0249, needham,ma 02192-0249 ARCHITECTS AND ENGINEERS loc 99 98 K .!�� (H ))� 97 96 K Aa�1Tflol� 95 i I I 94 93 92 91 SPECIAL NOTES : 90 891 I I I fes; �� 1 . ABSOLUTELY NO BUILDING COMPONENT 88 �rJ�i t�l(�P.-1" ID1�1 G�E� SHOWN ONTTi I S DRAWING SHALL BE INCORPORATED INTO THE WORK UNTIL 87 LOY� SAIL. SHOP DRAWINGS, SAMPLES , BROCHURES OR OTHER SUBMITTALS CALLED FOR IN THE 86 SPECIFICATIONS HAVE BEEN APPROVED BY 85 THE ARCHI'T'ECT OR ENGINEER . 84 2 . THE TECHNICAL SPECIFICATIONS CONTAIN 83 I L � D INFORMATION ON THC; MATERIALS , 82 v � I PERTINENT,� . . I/� ��T �� FAACH BUILDIoqsNG AND INSTALLATION OF EACH BUILDING 81 = _0� COMPONENT . THE: ST'E:CIFICATIONS ARE A PART OF THE CONTRACT DOCUMEN'T'S AND 80 MUST BE; USED IN CONJUNCTION WITH THE 79 DRAWINGS . 78 cc � 3 . THIS DRAWING AND ACCOMPANYING 77 CG LE SPECIFICATIONS ARE THE PROPERTY OF GLASSMAN ASSOCIA'T'ES , INC. , AND ARE: 76 NOT 'T'O BE COPIED OR REUSED FOR ANY 75 T4 OTHER PROJECT . 73 - 72 71 lb-0 71-vrl ------ -- - - 69 68 67 'AXTED C 11 C.1 _JS 1 66 1 65 - 64 MATG 4 L NL Fv%L 63 cvh T IJI.�A1'i(�nJ 4--A& 62 61 60 59 58 N U I l_. 0 VS 57 56 55 54 53 52 51 50 . 49 48 47 ► Z �" --1 24-UI 46 '� 45 44 M�-Z 4 42 41 40 39 38 37 `N 36 v 35 r 34 33 32 31 30 29 C I ► � I1�' 2 27 26 25 2 23 N° DATE DESCRIPTION 22 REVISIONS 21 PROJECT 20 19 ALTERATIONS a ADDITIONS 18 TO 17 RICH ' S DEPT. STORE 16 15 14 HIGHLAND AVE. SALEM MA. 13 DH A W I N G T I T L E 12 11 4 EXT. ELEVATIONS 10 9 BL D'G X- SECT. 6 (PERMIT SUBMITTAL ) 5 4 rAE DRAWING NUMBER 19-$5 3 .�� .�� 2 1 TBR 0'-0" 0 AUDIT "/e OVER DATE KEY PLAN NF4 411, NO SCALEO 3' a -- a 2 _ +�ro ... .., ;.r ,<• - 'P`.- -ac- 7"--7 ,. .. ._ .a ..• .: a oZQI. .T NOW.. • .-... gg� E a"�i'� —�y'.y, - . > +3.. .. _ '�*, a .e .. ,. ,. _ N a�• _ r - . Y. -s.. -•a, �. ,. r .. •i. _- Y _. ,. ... .._... ._ � -1 -. .....: - -':'•»„`• "sem- .• `e r r.. w _•S., _ _ f :' ^�.a TJ}'. PROPOSED SHOPPING CENTER HE N- O V4 TIO NS IN SA c: MASSACHUSETTS EM, FOR H4_ ,, ,. ., 91-,-VCOHPOHATF--, D ' LIST OF ABBREVIATIONS SHEET l INDEX SHEET ALT ALTER N ATE j ASPH ASPHALT SHEET 2 EXIS77IVG CONDITIONS PLAN BIT BITUMINOUS BOT BOTTOM ¢ SHEET 3 SITE LA YOU T PLAN BLDG BUILDI NG CI CAST IRON " CIPC CAST—IN—PLACE CONCRETE \' SHEET 4 PA VME,'V T tirfARKlNGS rbc° SIGNAGE CB CATCH BASIN CONC CONCRETE FIRST ST SHEET 5 SI TE GRADING PLAN CONST CONSTRUCTION CLL CONTRACT LIMIT LINE SHEE l” 8 S1 TE UTILITY PLAN CLDI CEMENIT LINED DUCTILE IRON g CPP CORRUGATED PLASTIC PIPE • DEM DEMOLISH, �� n�a�a SHEE i �' Sl TE LIGHTING & LANDSCAPING PLAN DEMOLITION 9 ELEC DELECTRICAL AIN SHED' 8 DETAILED SITE PLAN Z EL ELEVATION >Park FIN FINISH(ED) _ LOCUS SHEEN 9 UTIL I TY PROFILES a FND FOUNDtAT10N GA GAGE, GAUGE SHEET '0 SI TE DETAILS GRN GRAN111E ` HD HEAVY DUTY .. � � -' .• z '% '/` � INV INVERT LPT LOW POINT VERgyA MAX MAXIMUM .gT } - MIN MINIMUM ! MISC MISCELLANEOUS NIC NOT IN CONTRACT REFERENCES NTS NOT T(0 SCALE OC ON CEINTER(S) , �---- ------- ?. SALEM ASSESSORS MAP 8 PARCEL 141 OH OVERHEAD TRADERS W---A�-J� PNT PAINT(ED) PVMT PAVEMENT 2. PLAN REFERENCE : PLAIN BOOK 135 PLAN 53 PVC POLYVINYL CHLORIDE :Rs �,� ZONING DI S TR'ICT IS B2 AND I k PCC PRECAST CONCRETE WHALE ANE PL PROPERTY LINE � r---► RAD RADIUS ' REF REFERENCE RCP REINFORCED CONCRETE PIPE CO == REV REVISION(S), REVISED ROW RIGHT OF WAY x SCH SCHEDULE f , SEC SECTION o • SHT SHEET STA STATION SD STORM DRAIN SYS SYSTEM APPROVED -- "S.Aa—EM PL?"NNIING BOARD" TEL TELEPHONE TW TOP OF WALL LOCUS VERT VERTICAL M _ - ----- - - WHB WHEEL BUMPER » W WIDTH, WIDE ' WO WI TH O U T 1 400 WD WOOD a L E G E N D 4 –___--- - - _-- GENERAL NOTES SITE DEVELOPMENT P E Imo'. M11 S PLAN O SMH EXISTING SEWER MANHOLE • SMH PROPOSED SEWER MANHOLE 1) THIS PLAN IS THE RESUL T OF AN ON THE GROUND FIELD PROPOSED SHOPPING CENTER R E-N O V A TI ON O DMH EXISTING DRAIN MANHOLE • DMH PROPOSED DRAIN MANHOLE SURVEY AND PUBLIC AND PRI VA TE PLANS. EXISTING CATCH BASIN ■ PROPOSED CATCH BASIN SALEM , MASSACHUSETTS � EXISTING HYDRANT PROPOSED HYDRANT EXISTING WATER GATE .. PROPOSED WATER GATE 2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND I N D E S H E 4 S EXISTING SANITARY SEWER 1 pp PROPOSED CONTOUR RECORD PLANS AND ARE NOT NECESSARILY INDICA 77 VE OF _ — 14 W EXISTING WATER MAIN �- D EXISTING STORM DRAIN 100x0 PROPOSED SPOT GRADE UNDERGROUND CONDI TONS. PREPARED FOR 'R,EPAKN: b `! OHW EXISTING OVERHEAD WIRES + PROPOSED LIGHT POLE R.M.D., Incorporated Eastern Land Sur>,ey Associates, Inc. --- G EXISTING GAS LINE 22 PROPOSED PARKING SPACES 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND 881 East St. 104 Lowell Street GAS GAS GATE HC PROPOSED HANDICAP PARKING SPACE DETERMINING THE LOCATION, SIZE AND ELEVATION OF ALL Tewksburl MA 01878 Peabody, MA 01980 — 100 — EXISTING CONTOUR — S— PROPOSED SANITARY SEWER EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS, 100.00 EXISTING SPOT GRADE — W-- PROPOSED WATER MAIN PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED T UTILITY POLE — D— PROPOSED STORM DRAIN IN WRI77NG OF ANY UTILITIES FOUND INTERFERING WITH THE SCALE + LIGHT POLE — G--- PROPOSED GAS LINE AS NOTED AV --mm RETAINING WALL PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTIDIv' :' CURB BEFORE PROCEEDING WITH THE WORK. y x x FENCE 4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS ---" j , a AND THE RESUL TS OF A FIELD SURVEY AS OF THIS DA TE. , ' t NO CER TIFI CA TION IS INTENDED AS TO PROPERTY R TILE DA Christopher R. Menlo MARCH 3, 99 7 s PLS 31317 , OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED F 10736 a , EA SEMEN TS. REOSIONS SIgEET NO, 1 . iWARCH l01 1997 2. MARCH 2 7, 199 7 1 OF 10 > We wpm Rm �IHILLCREST REALTY TRUST 1,k I I, `'J tk GENERAL NO TES 1 147z FenrcE / \� 'lf ql.l Abeo E 1µv MnNT -p_ I IHS / / � /I'o•,'� ,45.1 3 �j3 3 _ Y 1) THIS PLAN IS THE RESULT OF AN ON TETE GROUND FIELD r I tt?43 _- - -> IIg19I tz / VANE R E o'E \ _ v I p37.7 _ _` 1424 - _ a�13V _ _ i _ _ _ _ - _ - _ _ Iyc.g / SURVEY AND PUBLIC AND PRIVATE PIANS I is z t - 't2• 3�7 19s.Q_ ! ° _ S 37-39 20 E - - ► � 1919 C E v cs- x.g 137.1 13g' - ,37.4 -- r.�,a�T.� y ,�� '- ' os� 2) UT11L/7IES SHOWN ARE BASET? UPON EJECTS SURVEY AND o°a ` �. Cp_ t`�!l C t�`�C�U 1373 - _g_ t, /I 936.38 'l Ji s�'y�. � / i 0.ollj`Com•%Y�i d v� 7 ��ii��TLt� \�140 -''-�� b ' ` t33.V ,�z•y >2� 3 7 0' 13G•s�- --_' _ _ _ _ i o �I( RECORD PLANS AND ARE NOT NECESSARILY INDICA 71 SSE OF fjOULl7E yR�/A��AE"' "S �13Y Tum 13137 ---_ lS.i7 136 13�4Z -137•Es -� 13G qg ` `v '3b�- 13L•7o --___- -- Y UNDERGROUND CONDI TIONS �---- 0.POS�N LED av 13L 49 1� q 133.1 133 y 33 1i;;.5- f3.--� 13�2 -tae __ _ _E i bE v 37.io 13(,4(- J R130 ,3 _ � of �S \ �� N R 137it APARTMENT 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND % \a 13Y 12 279.7 R R° t3y.e7 X34=9�� --�9 `' �"Po E BITUMINOUS 13(..33 - _ - " 3 ry� APq,R T v to 20.0 S i LL oor 150 3 h P 3L 69 13(1.13 13L 57 1 M At BUILD/NG �1' 1 D q `03g DOG 13s 90 37�7 137 31 13l.JD � X19 L NG DETERMINING THE LOCA PON, SIZE AND ELEVA i70N OF ALL ol I 137 63 0 EXIS77NG UTILI TIES, SHOWN OR NOT SHOWN ON 77-IESE PLANS PAVEMENT 27.04 N N I Isa.z 33.92 134.06 I 1137.0 HYDRANT - 13g _ i 0 p �v PRIIOR TO ANY CONSTRUC170N. THE ENGINEER SHALL BE NOTIFIED _ I IN WRl77NG OF ANY UTILITIES FOUND INTERFERING W77: THE \ I 37 94 138.01 w o`RETt 137 i s - d � -1; 17 -- SOURCE UNKNOIMN� ��5 13741 ,37.7s 137.40 37. 3 �V " ? -ITB f, I - Dooa SILK 3Y,e - - - PRcOPOSED CONSTRUC770N AND APPROPRIATE REMEDIAL ACTION In i 3$.46 I 13Y 2 I;y 220.i 1 38 I I NQ BEFORE PROCEEDING NTH THE WORK. DOOR 5 1�� l o \ 134.48 �Lec. YRAus 111-57 { G ELe ❑ \ 3u . Y -a 0 O RooF 244.8 c 0 139 9j C14 �, • N 14$2 Pr,v foo°Q o Roow= N T° ,� / L` 4) THIS PLAN IS BASED t`?N THE REFERENCED PLANS, DEEDS 6 9.5 AND THE RESULTS OF A FIELD SUR VEY AS OF THIS DA TE: INTENDED AS TO PROPERTY TITLE Rod�F ! a tti5 NO CERTIFICA 710N 1S 1, i 20-0 LOAD D00( / � 3 AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED \^ V -+ x� 37,9 D z °� ,I c ^ EASE_`MENTS I . DRYWELL N` ," >~i j , 5) REFERENCE PLAN: PLAN ROOK 135 PLAN 53 o 133.55 3 I , -- ^ l ► ) N - �, 9R ° EXISTING ^j ��V to 6) SEKER, WA7ER AND ORAIN ARE SHOWN FROM FIELD SURVEY AND IQ ONE STORY i v� INSPECTION OF VISIBLE UTILITY STRUCTURES AND RECORD .PLANS No . 227 m ; s• RETAIL STRUCTURE ' ItC1F PROPOSED v nu T1ES ° °° 5 II "� \2.5 ROOF 4' 138 65- In o 119 GATE OVERHANG ,� R0� OVERHANG S � SPS ,��as �,�,,� CC) •� I \�u• V \� o o :� 55.9 21 .4 �� 150.7 24.4 100.2 6\ c� 4 i '\tips p _ . , a- 80.0 /3rlo CoNCRE7E383 .- r �� 13900 .-_-= I \33 \a Q 79 8 62.5 HYDRANT 3992 g 5� -- -� �9i' 13�9g \ • f 31r,z )31 /arz3 S 13 \2 ceNcRlEr6 cow8 I»claT \ -w- --- --- -- - - ---- - ° -- - - W - -W -- -W W W (.as r*�- r (AC) 13(6tlJ D r ''• .,, S SAN I S -'a SM1 8' SEWER (AC 1 SMi o ' D S S a I " 9 -- - -_ ---- - - _- �'I r ( 2 I2' RC A, z D ti I !a ' a \ GAS SERVICE LINES NOT SHOWN S0\�h 4`d D 18' RC DRAIN D DIM 12' RC D --"-"� (fP' ,I AS METES ti c�i3 ; `V -- `,� �2• i i 3 �g \•fig FA 0.9 NOTE_ 137. - - 177. G 137.a4 --- "� �L I 34 SAS 15 SPACES 6 HP SPACES � � 6! TUUI NOUS >+ 1 k 1 "! -� - G - --- ROOF DRA I NJS ARE a PAVEMENT U f- N 1 j \ I 13:'s3 I;si t3 13.E►6 'VISIBLE ON I ,� J p ��" - `}Y � � - __ _ -- 3 69 - � BUILDING, U I I \3 cc6 OUTLETS N01T / nLl' G' I m Cm iS VISIBLE. 1 PAR z r 13-7 ��° \ _ 25 SPACES «,F " �- KING _ AREA 3�129 ,37 ,y 18.9 I /F P ,► ` 137 71 " 4o EQL/ o 25 SPACES �- �T AS,,OC'S' 0 G \ � � � N 0 2 I \ W CL i 0- - 29 g \ L �3 03 \ E X-2: t a 117. ' f 37.04 \3 26 SPACES I + -w - + / ?+ 37'3 37 132 �5 D� (34 og -- t37.t! --- � S ►- i • ~- AS uk °. \s f 96.00 ----'=9 wo P�1�'osm t►s ' 7 z - I ' f A -- [f E W - - k* 1 j `�' " JJ,� _ w .`�"'_-".``__ _ 115.90 ►ls.fo°J 1'97 ;,5.2 a t,3? Pz. ww : C,d� 9 tti� �cn v> ; 26 SPACES ., ` - S -- - -4, a a a I LJ ILIJ I 3 0 N we �(Q \\�26 9 �. -=w - S 29'S3p j 1314, Q Q a c Q a I �� I _ d E� _ �� 3 E K j z I >t w w n w cL 83 ` v a w \. z' , W I I � co � cn cn I v> D 2 s. ao I \M I �. p NDN _� F 3CV .700 J V w S } I ' rn rn OD 0o co m \�' I ^ a " }}q 3 �.� �- _ --- x-- 5 7 IIJI m l - a N N N N N N � I ti G0 IN I r,7S N N I ��. ^ D ,a J ' c0 J+ , - 116 1 ` D l3 i I "N ter' j I I a I p }�� 0 19).Qi 137.Is 1 I \ �w o \ 1 -9 S3 0- I II 26 SPACES o .a Q ti n 3.� ,t� �. N 2 D 8 SEWER i I - - ---- .;, I� I s - } co r X195 W �1}3 L RC DRAIN - I 1 26 SPACES 1 e o p �lV ((f) 4 j � I �� o 0 O `•. � � I I � \36.26 �N U 4.9 rI O I "' \32 29 V,.- \ 2 1 I I 21' RC 't•t,9 �3 q W / N I �2„ CL w , D DRAIN D \3 \ , p -- 24' RC DRAIN 12� ' I Sp ROOF s W e G C }titi 11l•3 \ \\� W z I -7 I I. 1 _ _ SPRINKLER /1.3 \1 Y M m, 1(i tl i �V 13745 26 SPACES \ r0NNEGT1pN 4' 3� pJ < Z I ; I 3,. ,9z X37 lYl 36/.z1 G ---- - -- _ _ - - - - --- 1� �• J 134 2] y'V 3 "! to v� _ }3 }� s J ' 3 Q N N I - ( _ - 26 SPACES `,� o rov.le 1� D �z�.�` } I ,+n co I j R� I SPRINkLER �j J 33.37 \ � 3 J li -Z 1 , ✓ � LONNECTtoN 133.t.� l�3"�I 27 � titi 3Z\ tZQa la.r s o - ✓ •.� ,3t I 119.04 p 2,g 5 124.3 I o - .� E�F��I� S _ PAFARD REAL ES TA TE < f 37 00 \ 3;.I(� -� D -D DM 1 1 34.9 13 L? � v � 13.q1 i3T1 ----r3Y9 /3►G7 I !� D / --�K'� z3.µ L?EI/E!uPM>�NT CORP. 1 b x a = �' - _ - ELLER MACHINE ISE 37.50 ___oGq� -- -- '' 3 ' RC i Uu,_ _` -�S 29.5 . - w 33 _76A ; _ _ -'--303 E \ ►u. AUTOMATED T 1oA -_` I S� �L. 25 SPACES 3�_ c �I, 128. 1 0 �2. 3G 4` \26 1, N /3,� BUILDING �` 0 - - - -- 5 SPACES 2 9\ �/, ,37.0 , 1ar1.5 3 V ( ® •• \ + � 1 13tf 1�! 25 SPACES f37 $o �� -�C �4/ �\ \2 , \\� \'N / IAo.9 /yo \ \ � / 'D 139 /ya,3z BE M131 ,.56 - - -� I \ �I r ----- - ------ - �� \ \ ` �� ;3 .Y 1 � r1 ••tz / E w�. __ - \ \ 0� � l�l J` �~` �� \ �\ t � '� X4'21 ` /� f, /39 a6 i,row 4&AM/TC CURB /alae BITUMINOUS PAVEMENT \ , oz 33eN /,� a�,;,4t7 i4o4 �j41' r3 s /I \ c / o f \! 3a3� 39,Sb \31�$ 3 T -o- b 3µI \\ _1µ3.e , \ \ / 13x43 139 9 p4� \ y5 -7� S' ,33'1 j �Q c� �s� . ��\�t !9o4 ) ' � � SIGNALIZED 13T' 1�1. -o- `:i. ' y nV.L .o! 36 SPACES t�s1 _ -- y� ' _ �-_ - i3q,��11 '261.17 INTERSECTION, s „ \ 41 `---- \ -_ _ _ _ ------- STRIP --°- 14O t-4 �� 13 .�� _�A _ _ •0• AI.13 140.64_ --- GRASS 1 - - ' w J. �6Dy Ali I 1 ar7s RENOVATION 3,z '` - _ 14rs -� I N 189.66" (J 41'52 21 W 2`9 z /y 9° BOULDERS 240.1$' �, 114,1 4s /40. � ___--- B� I 13Ys3 13 ,s d r IN JY -- 3'14 I�Lo•3 35 04 iy 1� �' ,3 /3(e311 II N\29•'",0 " - \ PROGRESS \ � • aaaM 1420 N 43'03'47 w ` 137.a, �5 I ,3J� ; III s w APPROVED SALEM PLANNING BOARD 412.50 _ _----- . a 4, 't(" 144 It - ° o- - - -�- x,2.7~ W _ N 437 3 _---- -_ - --'3 s.L 9 j --- - ------------- --------- /q - --ti 2•/9 136.4 3 3 �0 I g u Ih f I)S 4 0f 1� 144•( O I W I HIGHLANDER PLAZA RETAIL STRUCTURE ` I, 11 w REAL TY TRUST Q LIJ ' �j I X14 ? \✓ -^- v -- -- ' Q - 1� " II 259 HIGHLAND AVE. I W 4,>� Z. ' NOMINEE TRUST UAS ; ti �! ::----D_ W 71, 0 __ PROPOSEDI��--! (11 I,�, N� RECOV R � tl° '� ---- DATE S - _ - - 97 1oq If3 10 I -- ! 3= - _ o!rY alr�i _ - - ' .�e "4S SITE DEOJE!�OPE NT PE MIT �'� >�N 0 DRIV J EAS - _- ��,,� .., E AMEN T W - w UTILITY _ -- F - �ISEMENT --1 �-� r PROPOSED SHOPPING CENTER RENONVIWa ION. W I D f BENCHMARK J107.78---- 1 CATCHBAS I N SALEM , MASSACHUSETTS - � �DERGR RIM ELEV. 132 . 96 J = 107 s5 36, D wl WIRES lD 1929 NGVD DATUM EXISTING CONDITIONS PLAN--� U 102.0 Q 93.87 36' -40 - PRE_PARED FOR PREPARED BY r °%�:4 R.M.D., Incorporated Eastern Land Survey Associates, Inc. L E G E N D los 'g9 881 East St. 104 Lowell Street 100 '� Tewksbury MA 01876 Peabody, MA 01960 4` \ DRIVE (508) 531-8121 0 SMH EXISTING SEWER MANHOLE TREE S ' \t'o• i SCALE _ :. ' 0 DMH EXISTING DRAIN MANHOLE ''1g PINE TREE rn o ® EXISTING CATCH BASIN LIGHT POLE �,� \��'�s� 1>v = 40' v c�a EXISTING HYDRANT BOLLARD POST o 1 Vie 0"A 36, Rip ry. A EXISTING WATER GATE 3-3.34 C V - 100 - EXISTING CONTOUR ' 100.00 EXISTING SPOT GRADE s ' �\ � / 13 36 RCP -12C ti•`r • � � 0 1 ;L g6. 40 8G 'a�s a UTILITY POLE µ I J I , rF RETAINING WALL 17.5 � `�q `- STONE WALL (/� �ab ' z MARCH 3, 1997 s Chr I s I opher R. Me 11 o --� 8- 63 CURB V u '� PLS 31317 '� x x FENCEil PROPERTY LINE �` /' PE G�7Sf'ONS SHEET NO S LL STEEL GUARDRAIL I . MARCH 10 1997 ?. MARCH 27, 1997 2 OF 10 '.. _ a a -r • ♦. r w w.. e a ... r .. iy t g:.. _ :: • . ' t; e.•. .- - . r f HIL LCREST REAL TY TRUST ZONING SUMMAR Y ITEEM ZONE EXISTING PROPOSED h S 37'39'20" E 936. 38' B-2 I 4, TRASH COMPACTOR P , , , Ml,'N. AREA 12, 000 40, 000 608, 000 608, 000 30' _ Ml,'N. WID TH 100 FT 150 FT 378.28 FT 378.28 FT FRONT YARD 30 FT 30 FT 31 FT 31 FT 3 51 19' BVAR>�1ENr Lr) 279.6 I LD/NG SNIDE YARD 10 FT 30 FT 30 FT 30 FT LOADING 24' REAR YARD 30 FT 30 FT 30 FT 30 FT AREA MAX. HEIGHT 30 FT 45 FT 23 FT 27. 5 FT # PORTION OF BUILDING 24' ,. T o T MAX. COVERAGE 25 % 45 % 30. 15 % = 20.0 TO BE DEMOLISHED (�') 2.8. 24 ;a 20.o LOADING 220. 1 # CL OCK TOWER AND DECORA T/ VE ARCH ARE EXEMPT PORTION O F BUILDING -- - — — — —I FROM HEIGHT REOU l REMENTS (SALEM ZONING �. To BE DEMOLISHED _ �— — — ORDINANCE SECTION 6- 1 (b ) (6) - w: CID T 1. 0II 14 a: a I PARKING CALCULA TION CL Q00 SUPERMARKET I 14 Cl- Q REiQUIRED PARKING RATIO 1 SPACE / 150 SF (Excluding Storage) RETAIL/SERVICE 3 GROSS FLOOR AREA 17 1 , 723 SF 14 S T ORA GE (33%) = 56, 668 SF Z U A REQUIRED PARKING = l 15, 055SF/ 150 SF/SPACE Ln 7- — - - -- _ _ - -a - -�- - - — - - - Lai —J �o --- -- — --- — __. —_ 0 767 SPACES a VR=10' `Iv 0 R=10' V , 18'.00 PROPOSED ADDITION a PROVIDED PARKING = 771 SPACES R=4' R=30' 13 75.33 ^� ,� /8 7. 09 OFOSED CONCRETE WALK 1 --- --- - �- -- -- I 23 PROPOSED LOADING = 5 SPACES -R=10' ,� CALDOR . -- - - N HC HC HCV 1 . 3 - jF HAND I CAF PAR.K/NG REOU l REME'V TS HC HC 2318.9 He He He PEQUO T AS. ,pCS SEE 510 CMR, SECTION 23 y --- -- I HC HC H� 767 SPACES X 2% = 16 HANDICAP SPACES REQUIRED I I 29:5j-0j. OF WHICH 2 VAN ACCESSIBLE SPACES REOU I RED N - E 96 00, W 28 25 25 25 25 25 25 25 25 25 25 �' _ _ 26' /8 HAND/CAP SPACES PROVIDED, OF WHICH 2 VAN ACCESSIBLE SPACES PROV I DED 25 i —� ^ 2O' UTILITY & DRAIN EASEMENT' -- '. SEMEN T -- 25 Q ` ~ LLJ 3 17' 24' 19' 1 24 19' 19' 24' 19' 19' 24 19' 19' 24' 19' I 25 ach cv U CQ — — 2-1, co - 71.3 - - -- R=4' (TYP.) N z 5 X I h V w O -- ---- -_ i - N Z _ 5 � w i I 124.3 oQ a �' FAFARD REAL ESTATE R=8' 12' 0 —� •19 , o S 29 53 O3 DEVEL OIPMEN T CORP. �- ( EXISTING) "' 14 19 ~ E 151.50' ATM BUILDING a N R=8' � I a. R-5' I 24 �, R=6' �� ) I 28 _ v / _Q 24 � R=20' Q< o, R=9' R=5' R=20' R= .5' R=4.5' I R=5' 3 4 17 23 I , N ;� APPROVED — SALEM PLANNING BOARD R=5' 8 \ C 19 5.g " 261.17' p ---- -- - ---------- - - - ---- R=30' ( N 41 52 21 W N 29.40'06 . W 0 _ 240. 78, � N4-3-0347" W 189.66' � z 12.50' p L`' W 4 / N 43'13'27" I F- < v z oRETAIL STORE Sw HIGHLANDER PLAZA Lij V) REALTY TRUST Cn Q I `2o r W rte' X C� 259 HIGHLAND A VE. w z NOM/NEE TRUST U a- N SITE DEVELOPMENT PERMIT PLAN,] QQ ... ....... ar.. . . .v. ..._ . , PROPOSED SHOPPING CENTER RENOVATIONS SALEM , MASSACHUSETTS r,.• SITE LAYOUT PLAN PREPARED FOR PREPARED B Y 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 0 20 40 8G ---- --- 120 . DA TE SEE SHEET 5 FOR CURBING SCHEDULE MARCH 3, 1997 Christopher R. Meello PLS 31317 F 10786 REVISIONS SHEET N0. I . MARCH /0? 1997 2. MARCH 27, 1997 1 Tm T SUPERMARKET RETAIL/SERVICE J RI - I ZHCV ROSSWALK (TYPICAL) CALDOR HC HC HC HC = HC HC HC - r , HC HC HC = U U 2 = lit ATM BUILDING JT 1 - I S. L . _ I _ RI-I � o I APPROVED - SALEM PLANNING BOARD R4-7 S.L. DENOTES WHITE PAINTED STOP LINE ' RETAIL STORES ' DATE M.U. T. 0 D. SPECIFICATION SITE DEVELOPMENT PERMIT PLAN NUMBER WDTH HEIGHT TEXT PROPOSED SHOPPING CENTER RENOVATIONS SALEM , MASSACHUSETTS R1 - 1 30- 30' HANDICAP WIDE 4" WIDE PAINTED PAVEMENT MARKINGS & SIGNAGE R7I 8N PA I STRNPED �_- --- YELLOW STRIPE (TYPICAL ) WH TEED i p . SYMBOL r (TY P.) I <o -- - -- -- -- - - N 3 PREPARED FORPREPARED BY— R.M.D., Incorporated Eastern Land Survey Associates, Inc. 881 East St. 104 Lowell Street U R7- 80 12" 18' CL 50 o Tewksbury MA 01876 Peabody, MA 01960 — --- - � � 4 (508 531-8121 Li a' w� DE PAINTED L YELLOW STRIPES 3" SCALE 1" = 40' c PAINTED o WHEELCHAIR II R3— 2 24- 24' i SYMBOL 3 80 ' I 0 2,0 40 20 w. - (TYPICAL) 8" WIDE PAINTED I{ YELLOW STRIPE DATE ' MARCH 3, 1997 Christopher H. Mello PLS 31317 F 10786 REl/ISJONS SHEET NO. R4— 7 24' 30" HANDICAP PARKING STRIPING DETAIL TYPICAL STRIPING DETAIL TYP I CAL CROSSWALK DETAIL DETAIL PAINTED HANDICAP SYMBOL 1 . M4RCH /01 1997 SCALE, N.T.S. SCALE0 : N. T.S . SCALE' N.T.S. SCALE : N. T.S. 2. WRCH 27, 1997 4 OF 100 f J : Lf r H SECTION A -A ' Y 1 ' = 10 ' fi SUPERMARKET $ ` /'-,--r.-q -, ,it -- --r--, - t +-- -7 -•f '-'7 'tel-f /' 1- ' _ �' _ - EXISTING RIPRAP — — — — — tV�/LI..rLL. 11ititil_t✓ VLllit--- V[ itC..i✓�L-C�V� 140 / 138. 16 W ...!?. ` 1 ,59, 2.0 % 5,1 ._ `� SI I ;u NE I 96 — ,—• — — � — — � / 133.9 134, 58 p V li L-L�L.U C✓L— I _ _ X 133.'90 r � I — _ — 1� 213'7"bo 13T90 137,.40 l3 YSo X37" \ ( ------------ _ — - � M•;" A U 40' A ►3a I l - 1 a / CONCRETE PALD l t �- 137 z5 13700 134 foo I L — / n 1 _ 37• � 137< i 137 po 13�r6� I � ' 3q 137r 4a C I37 . f ,3 4 ` Q) I SUPERMARKET 13� z � i 00 - U) RETAIL/SERVICE / X) c , I r SGE � 13 �� >> S° - — 138 t moo— Bo 8 CALDOR 13�too I \ C i3dxz3 0 137.0 t _ II� * 13oo \ i L - /1111 i3�• as 13�® � � � � � I ® \ Q � U) T Ivo I I / 137.Ir0 ( �• I',I III I 3q ` CL 1 • -- Q c/) U (10 CL A 1 W 1 1 XX I A w � 1 I 13(p (v 13S •`� . ^ )3>. 19 1 ® RA I SE RIM 1 LOWER RIM TO 136.33 O . —T0 137.00 F-I WUn _ co ' 13$ — ATM BUILDING — -137, I — — — — _ �,. JIM \ �. SIG \� SGE ------ _ / SGE 134 �3 / 1 9• \ SGE RETAIN EXISTING �\\ '3g `��. '�. I .`' B � 1 � CUR r--. x`36 \ / /38 VERTICAL GRANITE �5 APPROVED SALEM PLANNING BOARD \ - mom SGE ISI 1 I I 11 I I � _ I RETA/L STORES DATE SITE DEVELOPMENT PERMIT PLAN PROPOSED SHOPPING CENTER RENOVATIONS SALEM , MASSACHUSETTS L E G E N D SITE GRADING PLAN S U R F A C E CURBING PREPARED FOR PREPARED 8 Y k O SMH EXISTING SEWER MANHOLE L E G E N D LEGEND - -- PREP---__-_-._ - • SMH PROPOSED SEWER MANHOLE PRPP _ R.M.D., Incorporoted Eastern Land Survey Associates, Inc. O DMH EXISTING DRAIN MANHOLE • DMH PROPOSED DRIAIN MANHOLE 881 East St. 104 Lowell Street EXISTING CATCH BASIN ® ■ PROPOSED CATCH BASIN - PROPOSED CONCRETE SGE SLOPED GRANITE 1-DG ; NG) Tewksbury MA 01876 Peabody, MA 01960 c4a EXISTING HYDRANT PROPOSED HY (RANT SIDEWALK AND PADS BB B I TUM I NOUS BERM (.508) 5.31-8121 f� EXISTING WATER GATE .. PROPOSED WA fER GATE \, CONDITION 1 (RECLAIMED ASPHALT S EXISTING SANITARY SEWER 100 PROPOSED CONTOUR MAINTAIN EXISTNG GRADES NE NO EDGING SCALE W EXISTING WATER MAIN 100x0 PROPOSED SPOT GRADE 1 " = 40' -- — CONDITION 2 RECLAIMED D EXISTING STORM DRAIN PROPOSED LIGHT POLE ASPHALT / REGRADED OHW EXISTING OVERHEAD WIRES — S— PROPOSED SANITARY SEWER NEW PAVEMENT --- G EXISTING GAS LINE _ W__ P -- - - - ----- E ' � I GAS GAS GATE PROPOSED WATER MAIN D— PROPOSED STORM DRAIN 0 20 40 80 120 — 100 — EXISTING CONTOUR 100.00 EXISTING SPOT GRADE G--- PROPOSED GAS LINE DA TE �- UTILITY POLE MARCH 3, 1997 Chrlstopher R. Mello Clayton A. Morin C— LIGHT POLE PLS 31317 PE 30969 F 10786 RETAINING WALL CURB REOSIONS x x FENCE SHEET NO. I . .MARCH l01 1997 2. MARCH 2/*, l997 5 OF 10 w .d 4' l . g �St'{f-. .._., a-•'r• tip' .fes _ - ..PfdrA . I{J' j .. . +IE� 7y. 1 Y GENERAL NOTES 1) THIS PLAN /S THE RESULT OF AN ON THE GROUND FIELD SURVEY AND PUBLIC AND PRI VA TE PLANS. s 2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND PECORD PLANS AND ARE NOT NECESSARILY INDICA TI VE OF 0INDERGROUND CONDI TIONS. 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND OETERM/N/NG THE L OCA TION, SIZE AND ELEVATION OF ALL E.X/STING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS, - . -, -- -- ---- ----- -- ------ -- PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED ._ ITT, ---1-- -- IMI WRITING OF ANY U TIL/TIES FOUND INTERFERING WITH THE R ` 1 DRA i N 12 12" SEE DRA /N PROF/LE "A ' PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION _ D 15" _ D 18• BEFORE PROCEEDING WI TN THE WORK. D D -----_ -'-- N EW ROOF D fbA IN 4 THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS -- ------� AND THE RESUL IS OF A FIELD SUR VEY AS OF THIS DA TF s" J NO CERTIFICATION /S INTENDED AS TO PROPERTY TITLE r W — OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED RELOCATED 90 12 EA SEMEN TS HYDRANT BEND D { NEW 1 2 D CBSNw 5) NVHEREVER SEWERS SHOULD CROSS UNDER WATER MAINS, THE ' SUPERMARKETSEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE CROWN OF THE SEWER SHALL BE 18" BELOW THE INVERT OF THE WATER =k WAIN AND THE HORIZONTAL DISTANCE BETWEEN THE WATER MAIN RETAIL/SERVICE AND THE SEWER SHALL BE AT LEAST 10 FEET. IF EITHER OF 112 THESE CONDITIONS CANNOT BE MET, THE SEWER SHALL BE ENCASED IN A SLEEVE FOR A DISTANCE OF 10 FEET ON EACH PLUG $ ABANDON RELOCATE EXISTING CAP 8 HYDRANT 8 GATE ABANDON SIDE OF THE AREA WHERE THESE CONDITIONS CANNOT BE MET. IT IN �• ! D i 90• BEND PLS g I SERVICES I8" j . BENa I0' (',ATE __ - -� ABANDON �, s I 6) ALL WATER MAINS SHALL BE CLASS 52 CEMENT LINED �- --- - - - -- -- -� PLUG 8 .�S - - w -w nr w DUCTILE IRON PIPE -W - - -- ABANDON - SMH • S . . Io DOMESTIC D ° _ S / S 7) TRENCHES CUT INTO EXISTING PAVEMENT SHALL BE HEAT GATE PATCHED. SPRINKLER -� DMH r ROOF ROOF -- -- -- - --- --- I - �-- � BRA1-N- - • D ° ° DMH CALDOR 8) ALL SANITARY SEWER MAINS SHALL BE 8" DIAMETER BED W _ NEW 10" DICL WATER DIS W _ 1 2000 GALLON j SDR 35 PVC. ALL SANITARY SEWER SERVICES SHALL _ i GREASE TRAP D BE 6 DIAMETER SDR 35 PVC, PITCHED A MINIMUM DMi D /2. 90- BEND OF 1/4" PER FOOT. 'f P SFF SEE NOTE 5 _ HA BE CLASS III REINFORCED Roti IN 9) ALL STORM DRAINS SHALL k : D PREF LE C w CONCRETE EXCEPT AS OTHERWISE NOTED HEREON. D >" 12} 10) 17HE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING I2 I s I AND DETERMINING THE LOCATION, SIZE AND ELEVATION r M1 i SW NEW DAA s w - THESELPLANS NPR ORLITO ANY HOWN OR NOT CONSTRUCTION SHOWN TH ON A, D CBSN — _ S ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY '} I SMH "' — — — S w UITILITIES FOUND INTERFERING WITH THE PROPOSED D D _ — CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION D _ BIEFORE PROCEEDING WITH THE WORK. D D G S leiA h D RAISE RIM TO 136.33 w S ! w !8• �..� D D '8 LOWE IM TO 07.00 u I` D D mss; G I S SMH j D ATM BUILDING __—_° ---_- — _w ' ani, DMH .0 l G _ APPROVED — SALEM PLANNING BOARD WIN iiiiiiiiiiijilill 111111111111,''' e — — t I RETAIL STORES : ". '.. DATE SITE DEVELOPMENT PERMIT PLAN ra PROPOSED SHOPPING CENTER RENOVATIONS L E GE N D SALEM, MASSACHUSETTS SITE UTILITY PLAN O SMH EXISTING SEWER MANHOLE • SMH PROPOSED SEWER MANHOLE O DMH EXISTING DRAIN MANHOLE • DMH PROPOSED DRAIN MANHOLE PREPARED FOR PREPARED BY ® EXISTING CATCH BASIN ■ PROPOSED CATCH BASIN R.M.D., Incorporated Eastern Land Survey Associates, Inc. Q`: r csa EXISTING HYDRANT * PROPOSED HYDRANIT 881 East St. 104 Lowell Street . EXISTING WATER GATE .. PROPOSED WATER GALE Tewksbury MA 01876 Peabody, MA 01960 : . S EXISTING SANITARY SEWER 100 PROPOSED CONTOUR ) F,t4 ' 508 531-8121 w - -W EXISTING WATER MAIN 100x0 PROPOSED SPOT GRADE SCALE . x� s. r ' D EXISTING STORM DRAIN OHW EXISTING OVERHEAD WIRES PROPOSED LIGHT POLE 1" = 40' — S— PROPOSED SANITARY SEWER --- G EXISTING GAS UNE : 4 : PROPOSED WATER MAIN " t + GAS GAS GATE — W�- - 100 — EXISTING CONTOUR — D— PROPOSED STORM DRAIN - A 100.00 EXISTING SPOT GRADE — G--- PROPOSED GAS LINE - 12o 7�a -o- U11L1TY POLE 0 20 40 8G- - __ _ l s� j UGHT POLE DA TE RETAINING WALL MARCH 3, 1997 Christopher R. Mello Clayton A. Morin v CURB PLS .31317 PE 30969 F10786 x x FENCE REVISIONS { SHEET NO. l . MARCH /0? 1997 2. MARCH 27, 1997 6 OF 10 ' , y.% 5z FT GT-3 — 0 A SUPERMARKET RETAIL / SERVICE EA-6 GT TT O /-JP-7 CALDOR GT- GT-2 4 o-a-a EA-2 � a « EA-3 �JP- 13 GT-4 � JP-21 O GT-2 OEA-2 EXISTING TREES O TO REMAIN ---_ EA-7 A GT-2 I EA-2 g a I � O O I GT-2 O «. O T GT-2 H O EA-3 EA-2 O r) 9 0 JP-4 GT-3 ( EX I ST I NG ) ATM BUILDING JP-4 �- 12 GT-4 JP- 14 O JP- 17 OQ - 4 OD 3 GT-4� EA-12 JP- 10 GT-3 / JP-6 EA-2 GT-5 Y • APPROVED - SALEM PLANNING BOARD JP-5 EA-4 EA- 13 JP-5 `'--- - JP-8 � GT \ O EA-5= $ -_�� - _ - -- — ------------------- ---- -------------- O 00 '«�`"' - - o O JP-6 '� GT-3 EXISTING TREES TO REMAIN4 .......... ............ RETAIL STORES DATE SITE DEVELOPMENT PERMIT PLAN PROPOSED SHOPPING CENTER RENOVATIONS SALEM, MASSACHUSETTS SITE LIGHTING & LANDSCAPING PLAN PREPARED FOR PREPARED B Y PLANT I` I ST R.M.D., Incorporated Eastern Land Survey Associates, Inc. Al - -- " 881 East St. 104 Lowell Street L E G E N D Tewksbury MA 01876 Peabody, MA 01960 SYMBOL QTY. BOTANN I CAL NAME COMMON NAME SIZE (508) 531-8121 SINGLE FIXTURE LIGHT TREES O)GT 45 GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 3' - 3 1 /2" CAL . SCALE DOUBLE FIXTURE LIGHT 1" = 40' SHRUBS 0 EA 75 EUONYMUS ALATUS BURNING BUSH 2 1 /2 ' - 3 WALL PACK O JP 120 JUNIPERUS HORIZONTALIS PLUMOSA ANDORRA JUNIPER 2 1 /2 ' - 3 ' SEE SHEET 10 FOR ADDITIONAL DATA 0 20 40 80 120 EX/S T/NG LIGHTING (SHOWN ON SHEET 2) DA TF I S TO BE REMOVED. MARCH 3, 1997 Christopher R. Moll Clayton A. Morin PLS 31317 PE 30969 F 10786 RE'VIS/ONS SHEET NO. 1 . MARCH /0, 1997 2. MARCH 27, 1997 7 OF 10 -- r i ��=•�'' m ��&�.,. :�nd4"'�!�F�'tRIA!!�iFla@.,,.E"�.�'4 •. -�1.j.' 'al(��.Y c�q'[•'^.YYaI'`l ri'��Akjttn,-�. ri. " :,;wai. li '^i'__ ". -ivr?liM'FI4Z{'''✓�'�:%�. �"SE ',Ti�lfl%Afk�"-o' r 4 4 T y-' 'S h Pilo Y. c . HILL CREST REAL TY TRUST z^ COORDINATE CONCRETE PAD WITH BUILDING CONTRACTOR BITUMINOUS BERM 137 .90 ------- – -- - -- 136.20 - REINFORCED CONCRETE RETAINING WALL 135 .8 [TRENCH DRAIN NEW LOADING DOCK - CONCRETE PAD' SEE ARCHITECTURAL PLANS 138 . 0 REINFORCED CONCRETE 138.50 RETAINING WALL 138. 05 LOADING AREA COORDINATE CONCRETE PAD WITH BUILDING CONTRACTOR _. w - z z w�k 137.00 137 . 60 SUPERMARKET Q Q RETAIL/SERVICE � I 4. � — - - - - - - - -- -- : 138..90 X38 .50 138 90 138.85 - • - - � 138.50 138 .64 res . . •. 1 137.80 13t1.80 137.90 137.80 Nf APPROVED -- SALEM PLANNING BOARD J - 3 a � O HCHC HCV —__— _— ------------------------- —_—_. __ ---_----- --___---------------------------- HC HC / 136■ 50 (37.00 HC HC HC HC HC HC -- --- "C I DATE -1 SITE DEVELOPMENT PERMIT PLAN PROPOSED SHOPPING CENTER RENOVATIONS SALEM , M ASSACH U SETTS DETAILED SITE PLAN PREPARED FOR_ PREPARED 8 Y R.M.D., Incorporated Eastern Land Survey Associates, Inc. 881 East St. 104 L o well Street Tewksbury MA 01876 Peabody, MA 01960 (508) 531-8121 SCALE 1 — 20 R. 0 10 20 40 -------- 60 DA TE MARCH 3, 1997 Chrfstopher A Mell Clayton A. Morin PLS 31317 PE 30969 F 10786 REVISIONS SHEET NO. I . MARCH /01 1997 2. MARCH 27, 1997 8 OF 10 � ' , y[ 4 r l 4c k ss ti Y: s. RIPM UTILITY PLAN VIEWS APPEAR ON SHEET 5 140 z co — i i t 12RCP —!:S-0-00,3 12' RCP S=0.003 130 ' � BCP_ 95-_ ___ -- -------------- -- --- - - - -- - 18" RCP S=0.005 RCP S=0.0075 i t ; i 18" RCP S= 'll i 0. f . I ( 0075 u i 1 2 t0 i ti g 0 ��M M �0 ON N i N i NN ��Z 0 to �� if) N N in ICS' � m P' + � + p + ( + + i O - L9'0 OD 0 ~ 81nN (6 a) �t; 0 I O ♦ ' • Q. Q! � � � I � � SIM M Cn ro M M cn; re) ZQ M Zi Z Z .-..-. Z Z LLJ U) �� m':� min moor U! Cr mi X w '; 1101 11 +0 10+0 9+0 8+0 7+0 6+0 5+0 4+0 3-+F•0 2+0 1 +0 0+0 DRAIN PROFILE A PROFILE: SCALE 1" = 40' HORIZONTAL 1 = 4 VERTICAL a 140 140 140 T— --- --- ---- -- - --- -- --- — —r— I 12' DI .S=0.005 12" RCP i t 12" D S=0.005 S=.005 j d ' t i l2" RCP I 1 I 08 l� 5=0.0/8 130 130 ! 130 ----- - --- - -1 Cn r U CD CD d g cmn 0""N 8 I O cl • N( + V O O M O N V M � O M z e -- cn ,�, O z SEE SHEET 6 FOR LAYOUT DATA 91 z o N i I NJ-" pl + ,,n SEE SHEET 10 FOR DETAILS + + n o'n •� + •i a g (ZD Q �1D Q Qti .00 M Mf Z M X71 M 1a- M j M F- ((D �-�(� H- [`M M _ i— to fM I CHIN cn Q M— . . .-. W W mj— Xm — ; RM — Cn<1 20 �� W�� 1 20X 120 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 PROFILE: SCALE 1 „ = 40; HORIZONTAL PROFILE: SCALE �" = 40' HORIZONTAL PROFILE: SCALE �" = 40' HORIZONTAL 1 = 4 VERTICAL 1" = 4' VERTICAL 1" = 4' VERTICAL ------------- F. 1 40Ll 1 40 DATE . i ii SITE DEVELOPMENT PERMIT PLAN 12 PROPOSED SHOPPING CENTER RENOVATIONS S= RCP _ _ 12' RC DRAIN S=0.004 ! 12' RCP S=0 t • •�5 II u12 Rc� s= .004 12' RCP so.004 SALEM MASSACHUSETTS 1J 1 30 i 130 — -- --- -- - - - --- - ----+ ---- UTILITY PROFILES 10 �N J_ -PREPARED FOR PREPARED B Y- rN_ M ''' !"—' R.M.D., Incorporated Eastern Land Survey Associates, Inc. X — lZ 881 East St. 104 Lowell Street CD 's ,� ,� O O -- Tewksbury MA 01876 Peabody, MA 01960 + O; O DD i O N + o g + , + + +Co + CO + o (508) 531--8121 01M �r Nh _I� —I� EQ- z W Q Q ti Qti °° (°rte° SCALE - -cn'i rn i r IM to - F-Cf? _ 40' / : Lam; !��12 i }- 1 -� 40 u t m X , U cr- w Co!!Cr 120 i� � w ' 120 - -- -------- py , 1 +0 0+0 4+0 3+0 2+0 1 +0 0+0 0 20 40 80 120 DA TEE DRAIN PROFILE E MARCH 3, 1997 Christopher R. Mel, Clayton A. Morin DRAIN PROFILE C _ PLS 31317 PE 30969 F 1078. 6 PROFILE: SCALE 1" = 40' HORIZONTAL SCALE ' „ = 40, HORIZONTAL " � 1 = 4 VERTICAL �EUISlONS �-� �:r� 1 = 4 VERTICAL SHE` , .0 NEW LOCATION OF DMH.S AT 2+85 AND 4+105 SHALL BE COORDINATED !� . MARCH l0, 1997 9 fah '. WITH PLUMBING CONTRACTOR AS TO ACTUAL ROOF DRAIN EXIT POINTS 2. MARCH 27, 1997 Y' � r 2r � t r; Lpjfc�. I I DETAIL LIGHTING DETAIL S LUMARK CATCH BASIN I , no scale NOT TO SCALE 111, AIA , Y 24" x 24" CAST IRON FRAME AND GRATE I i LEBARON LK 123 OR LK 124 TYPICAL CROSS SECTION Full Mortar Bed TYPICAL CROSS SECTION 2 to 5 Courses Leveling Brick NEW PAVED AREAS RECLAIMED PAVEMENT AREAS I -_ no Scale no scale j � ACCESSORIES __ --- --- ------- - HRf FR t3.tr ac Base with handhole and door _ 1 -y I MH —_-- - - A' I---— 1 —_- Imounf.np ne,ynri I c..+ Bolt cover at Pitch As Shown on Site � �;°�;;;oh; DE D4MENSIONS Pitch As Shown on Site PRECAST CONCRETE OR Grading Plan � I _ .__ Grading Plan I� !' �� '/ �. Superior beam uaiizatlon and BARREL BLOCK WALLS �Q `^ _ �p�p q �`'� P r, /{ / smooth distribution make the t 4'-0" INSIDE DIAM. (BLOOCKRU JOINTS IF BARREL � " Bit. Concr. Top Course � » B. �2 F �'' \' Hammet ideal for parking areas, It. "oner. Top Course — �� I '�..,� �_� access roadways and other 21 J., i- genefal off street atea'site t I ta03mml ty.,3a,nr„1 T LV A$ 121�� I . lighting applications U L listed [- 2„ 1-Z yif I Inr wet location and CSA IY 2 Bit. Concr. Base Course Bit. Concr. Base Course < -_T � n .t Spttca,er tsh-.nwn,n Place) Certflied i ( 11U3nsn, C. flush t csa psi ace --.. I . TRAP Ij 11 I I OUTLET II I li I NEENAH FOUNDRY HANOHOLE Isection through standard handhole) It I r 11 11 R3701 - 12 OR —` .m.a,•,ted 6•.OLe,t,., >, EQU I VALENT 6' MIN. i -J6--_ ,trio s u n ;iI- s1a•lem..,l.lerK 2dn.,nH„.-y-,. � 9 h.ndhote ntlen.nq a � 12 Gravel Base — No Stone Over 3" Dimension _ }• �t � � ;� �' �l h.nl c,e T Reclaimed Pavement Reclaimed Favement Base No Stone Over 3 Dimension I I 12- (Or IIit 11 11 ♦j�/mmf .,um, „ 1 e I __ I it ill 12LOE _ / test n melov �_ - --- - - --- ---------- - — - - _ - I ls; �_ f�� .,� LIGHTS SHALL BE 400 WATT HIGH - __ - — t — -- PRESSURE SODIUM OR METAL HYDRIDE CN n u ' ;I II I • I I 1 t 1 1 Boa Approved Subgrade ; „� Wv.+ assa eon circle AnchorW ana anon v npg n nna a as 1 - u n 1 •--s—+ - Is N ML trptsl to trranl Ir !"'n'1—- *'� EKE! Un ^tucknes. Swill Prq Du D a AB i H I "lr ( fkIN NunOW lihrq un IffiI in a a a a anna�n a� a s „ I u I Iii � _ 8 M _ 8C --AB a a i 11 II t 25 s8 • 'i88 12% 2% 1J �a' acro n na a n a PRECAST OR CAST–IN–PLACE , I I t Z3 a s a a�Cl o o„�, o oar, � .1 .� � II I SECTION CONCRETE BASE I 1 tl 1. l 11 fi 6" CRUSHED STONE FOUNDATION POLE srEt:fctcAnoaa -- II � I NOTE EXISTING CATCHBAS I N OUTLETS SHALL BE I 1 356 T6 cost aluminum alloy 3•' Sir;uyht squa,e shah 6005-T5 S Anchor twit per ASTM A9-5 I 1 I ,, 'r shoo base with siuminum alloy aluminum alloy saran etch finish. w,th I J1 nut,11)flat washa• and ��p METAL LIGHT POLk ``"""� / knock-int)olt covers. Iiiockwasher Nuts,washers ,2 FITTED WITH C. I . TRAPS 4- Drilled or Tenon lspeafyl and threaded portion of t>,,);t are BASE DETAIL TYP. - 2 2'x 4n•f5 l x 114 mini flush het dip galvanized handhole assambly with internal re,nfeirc;ng frame Frarne rN.ued d tapped for tISNC 2 ground,ny screw DETAIL _ 4o '- n ' GREASE TRAP —_--------- --- -- - ----- F' o'� = I ►' o" g'o" l I' �' S:o• DETA I L NO SCALE --- - - ---- �`- - -- ---- DETA I L i B I TUM I NOUS CONCRETE BERM a DETAIL CATCH BASIN PROTECTION 2 `'"�';.r`="'`^ TM°� `�'�`�`'�y PLAN VIEW ��- —t - rf{. ►I _�, t Ery u,T NO SCALE MANHOLE - ' .� uLGH CJVf,< ,,01z Dom ; NO SCALE i wf Ev rrq r-K-)L- F� n o scale r--- ---- ---- F. SEWER MANHOLE FRAME 24" DIAM. MANHOLE FRAME AND COVER I & COVER I I )� i ! Cr LEBARON LK 110A, LABELLED DRAIN SET TO FINISH GRADE II�IIK(li ►� OR SEWER AS APPROPRIATE l � � i �i \ —�_ E--- - - �� TYPE 'A' BERM 1 / Full Mortar Bed � � BIN c° / -- — - -- ------ DER 2 to 5 Courses Leveling Brick ( 2 ' (2)Guo uS - - (15 HAYBALES j I-- - - - - - -- - - - - -- � -- i -}-- DETAIL __ SLOPED GRANITE EDGING � PRECAST CONCRETE CONE - — � \ _f.� 24" DIAM. MANHOLE FRAME AND COVER = --� NO SCALE LEBARON LK 110A, LABELLED SEWER _= ��( 6th ;j! T P I CAL 1 � LA �J ID P L,A IJ T I N L.� P L-T"A I L. �� COURSE -- GRADED BLF F:� -- _ 4-j Full Mortar Bed -------- -- \ - RECAST CONCRETE WALL SECTIION 2 to 5 Courses Leveling Brick , PROTECT ALL EXISTING AND NEWLY BUILT eUrUER _ J 4' — 0" ( All Joints and Penetrations - I i — CATCH BASINS DURING PAVEMENT R — — to be made fully Watertight ;r— OURSE ----- --— — —T - 21, AND REGRADING OPERAT I ONS, REMOVAL 6` x ►s' SPUT - PLANT AT 1HE SAME DEPTH 0 s '`� HAYBALES SHALL BE APPROPRIATELY o n FACED GRANITE 6" FVC AS PREVIOUSLY GROWN. EASE COURSE v , a a a wr •f'f � HARNESSED WITH CLIPS OR FABRIC. — -- ----- --- OUTLETI a r _ FORGED ALUMINUM ALLOY --�-- 3n n D ' o .P s• CO!>rU''ACTED GRAVEL � SAFETY TYPE MANHOLE INLET � I �' - T--�-- 3" PINE BARK IIULCN•SNRU a. _ , • J , �, f BACKING PLACED PRIOR ;r ��'.�-rim:��I r STEP AT 12" O.C. 1 16 UNTIE AND ROLL BACX BURLAP 30Oo PSI ' I TO SETTING OF GRA�dfT; CEMENT CONCRETE " INLET i '� ---1— � � FROM 1/3 OF ROOT BALL (uW); 4_ 5 MIN rr � IF S-INTItET)C WRAP IS USED. 2'—2 REWOVE COMPLETELY, p. OUTLET I SLOPE TO FORiA SAUCER. 1-- -- PLANT BACXf1LL WXTURE. " SCARIFY EXISTING SO(L /c BLEND _ APPROVED — SALEM PANNING BOARD 5 MIN i I, IM TN PLAN TIN G UIX 1: 1 0o vo oo� oo PRECAST CONCRETE BASE -- -- - -- --------------.—�� 6' u►N. AND COUPACT. I)CISTING SU B GR ADE 6 Crushed Stone CROSS SECTION VIEW _6' VARIES e' BRICK INVERT --- - Foundation u:N- uIN. t 7HE GREASE TRAP SHALL BE INSPECTED MONTHLY AND CLEANED RYA ��E RUB �' (_A N TI N (.� DF-TAI[--- ----- - -- - THE �F TA I L LICENSED SEPTAGE HAULER WHENEVER THE GREASE LEVEL IS2� % OF - - - - ---_ _ _ -- -_--_. _ _ _ THE EFFEC17VE DEPTH OF THE TRAP (9"), BUT IN NO CASE LESS OFTEN t 7HAN FOUR TIMES ANUALL Y. BUCK REINFORCED RUBBER HOSE (ABOVE FIRST BRANCH) _ z THREE STRANDS OF /10 CAUCE TWSTED CALVAMZED STEEL WIRE DATE I s -T - PROTECTIVE BOLLARD r NOTES GALVAMZED EYE AND TURNSUCK I N . T. S. J9O�°a�� CDNC fNRVSTBLNK SITE DEVELOPMENT PERMIT PLAN CONC THRUST BLOCK I- ALL WA,-R MAIN IT TING--,o,51rs2'X2' UNPAINTED CEDAR STAKE DETAIL wArF."R .an,N SEND . TErS. PLUGS FTC sr1AL, (3 STAKES PER TREE) TIGHTEN • BE RESTRAINED w/ THRUST HUXO TYPICAL TRENCH SECTION �_ J ALL T-H WHERENOrEp AS SHOWN. PROPOSED SHOPPING CENTER R ENOVATIONS 2 ALL rHRUST BLOCKS Ex COLLAR-, t1O scale 6" DIAM. PIPE FILLED SOLID W117-I CONCRETE, f SHALL BE INSTALLED SO THAT THv ROUNDED TOP AS SHOWNA" v" 5 BAcK FILL aEAR AG4INST UNDI;-URGED EARri• 3. SIZE OF CONCRETE THRUST BLOCK TREE WRAPPING PAPER TO SALEM , MASSACHUSETTS ' PLAN ELEVATION AS NOTED BELOW SECOND BRANCH. .. .q ,4 TRENCH a MINIMUM COtdPRESSIv'E STRENG,4 )' 1 TREE SHALL BE SET AT OR I' Sl TE DETAILS a yo THRUST BLOCK � 11 u '1' '�i�--CONC. TF,RUST Bt0g29 2.5O0 P.S.I. - ABOVE THE ESTABLISHED FINISHED GRADE. PREPARED FOR PREPARED BY I Fuc R`x''` f _ "� II R.M.D., Incorporated Eastern Land Surve Associates Inc. v, CONC. T1tRV57 BLACK rFE - y J" PINE BARK MULCH.SKQ�t7Df , 881 East St. 104 Lowell Street 9 .. FINISH GRADE Tewksbury MA 01876 Peabody, MA 07960 ` MIN SLOPE To FORA SAUCER. y (508) 5,31-8121 - -WATER wuN UNTIE AND' ROLL BACK BUR # 3 HOOPS ® 12" 0.C. AND 4 4 BARS -� I.� - VER TPLAN ELEVATION , 3 l� rs SCALE y FROM I/3 OF ROOT BALL (MI��; _ I.; IF SYN T)HETIC WRAP IS USED, AS I'JG TED , 444 -- REVOvE COuPLMY. 4 4 4 4 OD/2 D/2 ; I wNIIJUN THRUST BLOCKING BEARING AREAS PIPE DIA TEESSO. iT. --90• HE NO SO. F7 a5 BEND SO. r"T. 22• RENO SO FT. 1 ! _ T P�,�NT�aAcxFlu. �uxT�,R>~ 4 4 } 41, 1.0 1.0 1.0 I 1.0 - ^I p 4 44p I 1" CRUSHED 4 44p CONCRETE BASE 5" 1.5 2.0 1.D UNDISTIURDED SUBGRADE - �,�yt3 t 0" a 0 1 5 2.6 1 5 � �TY"V-".. STONE ' Y OA T f 2" 6,0 8.0 4.0 2A t•" 80 11.0 5.5 3.0 I _ I MA'PCH 3, 199 7 Christopher R, Mello Clayton A. Morin ALL CONCRETE SHALL HAVE A MIN. 28 DAY '� t°° '`2 PLS -1,31� PE 30969 F 10786 • VARIES I t 2 COMPR. STRENGTH OF 2500 PSI y REW S/ONS 1 C THRUST BLOCK DETAILS I TREE PLANTING DETAIL, sf�E -7. SEE SITE PLANS FOR BOLLARD LOCATIONS r 1. MG4RCH l0 /997 SCALE : N. T . S. �, FOR TREES UND =R 4 CALIPER f _ 1,. 2' 6" ".. . . 'H 27, 1997 , SCALE: NcT TO SCALE r u _. i - -- it _-•-,-----_._.__------ I i .. y vr �z 07 DN(IdQ s • WALL RW-2 94 s / SF. 8F. / U. SF. / 8F. / J � J 1a2�'-� 10278'-� 103,' - 1o44Y J ate' J V4_9R7 --f totes' .. ' A RW-1 RW-1 ' KEY AND SITE PLAN WCTM MUFY ALL WALL Ata --7 3/3Z T-T GRADE REVATIOM T�T� I LA r-W PUN BY KW.WOFE " ��+ � p QATO i 7��µXl1 Cfi L ATM t T'!-Y " E? Zt 1F BXs 14 3 CONDMONS W—� W-2 %V-3 RW-2 �'� PW-2 Tjaw. TDW. EXZSTTK3 T.O.W. T.O.W. m4,50' T L rie W EL 0550' WALL TAW. EL 10400' T:O.W. EL VW EL 103.40?• 1X47 -� Dw EL 10200' 10278• -e \ \ ` TAW.EL 1028 OR MATCH 10220' \ E)aBTT�K3 10L61 \ \ — -- - - - - --- ---- - - ---- - - -- - - --- - _ ._ e_. -- - - - -- - - - _ - — —— CA C�1. - - - - - - - - - --- --- - - - C WALL i M Flaw J 97 r [$t(.� , s , �, �, r..r I EQUAL EOUAAL EQUAL Eouk EMAL ECl►A1 EQUAL EQUAL - DVI IVM Vf"f�,t f711�R1 __.._ ,.. .• - __. _-.. _.. � r _.._»"__._-- --- _.- ;. � I_ _ - _ TSO MAT�Cl�ij�B/CyI}T�TyO�I�I OF f I ELEVATION A-A EAAOfr 3/3T-T-0' I i RETAINING WALL SCHEDULE 'H' BASE A B C 10' BARS 'P' BARS 'L' BARS 1'-g' 2'-6' #5 co 14' + #4 414' #5 a 13' #5 13' 7 51-31 12 . 21-47 i WOOD CHMEB STR - ' Z'? s w r j ' 1 ! ! 1 1 1 f (� f w cu 9 6 -3 12 2-2 3-1 #6 X14 + #5 X14 #5 13 #5 13 > � 2' 11 7-3 14 2-6 3-9 #6 X12 + #5 '� � 12 #511 #513 �" JOINT31 -11 I-11 IONTRACTION CONS RCTBON DINTr�. ANISION 0 SCALE 3/,V a T-0� - SONLE 314' = 1'-0' Q N o 0o 1. GENERAL V BARS > . S�'AC^ _� 96 +�- . BE-Bt R � ' i b. BE--BAR DWI MOS vi.;.� a JOm.,ff Y ... ... _ F a. ALL THE WORK SHALL BE DONE IN ACCORDANCE WITH THE I MASSACHUSETTS STATE BUILDING CODE, LATEST EDITION. '0' BARS o Jw Q Z b. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THEV)z EXISTING CONDITIONS AND REPORT ANY DEVIATIONS TO THE ENGINEER IMMEDIATELY. 4' 01 WEEP HOLE m 2. SOIL a 8' 0.C. o 51 a. ASSUMED SOIL BEARING CAPACITY IS 2 TSF. ' — 2 #5x8' LG - o ! WALL ; L b. ANY NON-GRANULAR MATERIAL UNCOVERED BY THE _—��-�—i i ,1 � �a � �) CONTRACTOR SHALL BE REPORTED TO THE ENGINEER. c C. LEDGE OR ROCK SHALL BE EXPOSED FOR EVALUATION BY THE k z • 4. .L. BARS .P. B� PCO J _ ,. __ 2� � � � �� . 0 ENGINEER. _ . w -�- — — , III III—i l I—I I _ Q CONCRETE i C • 0..1 a I � �((l 1 CYJY II i 1 M1 • i i i 1 SII � < t �Rr w r` • Y_. t 1 1 I 1 { i 1 f i 1 1 i I I � I