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64-178 - 58 SWAMPSCOTT ROAD - CONSERVATION COMMISSION (2) DEP 64- Plans i BUTT BALES TOGETHER , . I � I' .1* 1 • �1 \��� 1`I CONSTRUCTION NOTES: LEGEND ESOURCE AREA �. •I k i� ' " ' i ' SILT FENCE OR HAYBALES TO BE PLACED AS SHOWN ON PLAN PRIOR TO ANY OTHER CONSTRUCTION ON SITE. _- w 100 BUFFER ZONE � BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW \ x- x -x SILTATION CONTROL a 4 (2)-2"x2z3' STAKES EACH BALE WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES . OR EQUINA ENT SAPLI S O SMH SEWER MANHOLE o 1 1 1 INSPECTION SHALL BE FREQUENT AND REPAIR/REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. -,•II:•::' :'•� ' : '•'�;•:'::;`1'•: ' � •'%'.�;�\'. �\ � 1 I 1 � N © DMH DRAIN MANHOLE z, SWAMPS / ROAD ,I • ��,�• ; :� : ; ;�\. '••:)1•• • ... \_ �\ \ \ ) LANDSCAPE SCHEDULE CB CATCH BASIN / � 1\ \ 1 I I I •�- LIGHT POLE IT SED II' ` i '_ T „ '•0 90 / 1 1 \ \ SYMBOL COMMON NAME QUANTITY SIZE L_ _ N \ 1 I / / 1 \ 0-PIV POST INDICATOR VALVE _j o li U \1 If / III \ I SEAGREEN / L / / / I I 1 11 \ I JUNIPER (S.J) 94 " \ �� '6- HYDRANT m 15 -18 HT. / // \\ �\ 0 GATE VALVE TYPICAL HAY BALE DIKE ( I \ 1 1 WHITE PINE (PS.) 6 3'-4' HT � - d NOT TO SCALE / 1\ \ � � I I sl \ I\ 1 \ \ \ // / // - �\ �� \ N -S- SEWER LINE (N.T.S.) 1 s \ 0 \ O COMPACT YEW(C.D) 20 15"-18" HT \I' E ) / // / \ �\ ��\ -D- DRAIN LINE �s \ \\ \\ ARBORVITAE (AV.) 54 4' -5' HT. y - \ \ II \ \ -W- WATER LINE l \ \ 1 p \ \\ \ \ RHODODENDRON RC 6 " / / / / \ 1 -- 000 -- EXISTING GRADES APPROVED DATE \\ \\ \ ( ) 18 -24 HT. 33 q\ w 000 PROPOSED GRADES J, OH HANDICAPPED PARKING SPACE \� \\\�\\ \ I I // I I ( II \ 1\ ;_, © HANDICAPPED PARKING SIGN /�� \ \ \ \ \\\ \\ cv -12- PROPERTY LINE // / � � \V V AVA ��VA ( ( I \ // / 1 000o STONE WALL / / \ v\ \\\ \�\\ \ I \\ I ( I \ J � - � _/ / I I HANDICAP ACCESS RAMP \\ � - - �_ I\yr � �1 I I I - - 1 � ENTRANCE \ / / 1 On AA-I 1-250 WATT HPS 5" 25'-0" POLE USE SCHEDULE � ,, �\ \\ \ \ �6oZ / , � i \` \ ! I /� ZONING \ \\ \ \I - - i11\ I1 / � / \;\ ` �© AA-2 2-250 WATT HPS 5' 25'-0" POLE \ \ \ \ 1 \ \\ y, \\\I - --- - / I ,I jl 11. / I BB WALL MOUNTED 250 WATT HPS DATE (SIGNED) \\\ BEING A MAJORITY \ " OCC RECESSED 70 WATT HPS REQUIRED SHOWN LOT AREA 40,000 S.F. 4.32* acres ) \ \ 1 \ _ ��� , \\ \_ -` _ ° / /�// `/ / \ \ m BLDG. COVERAGE 45% MAX. 26% 1 \\\\�` - - ' �� ���\\\��\� Il ��i \e / // l II / / \ r ENGINEER: / _ / � � 1' \ NOTE: ALL LUMINAIRES ARE "CUT-OFF" TYPE HIGH JAMES E. McLOUGHLIN, P.E. \ \\ \ \\\\\\\\\ /� \ 1 1 I // / /, N/F HOWARD A. FAFARD I \\ / / 1 PRESSURE SODIUM ENERGY EFFICIENT. 290 IELIOT STREET LOADING BAYS 3 8 / \ \ \ \\\�\\\\�\ I I i \ I / / / i \ / \ �• \ \ \\ SEE CUT SHEETS ASHLAND MA. 01721 OPEN SPACE 10% 17 % ( ��� }\\ \ �� , \ \ �\\\��\ \ 1 / //� 60ROER/NG I � � �-� PARKING SUBJECT TO I I \ I 1 \ \� �\ VEGETATED 149 1 I 1 / \ \ \ \ \ \ / / WETLANDS \ PLANNING BOARD APPROVAL INCLUDES 5 HANDICAP \11 1,, MIN. LOT WIDTH 150' 150' \� MIN. FRONT YARD 50' 205' MIN. SIDE YARD 30' 4 3' I / �� I ` r _ - / I MIN. REAR YARD 50 60 I r 90.� / J I / - - - 10'_12" RCP FE-3 18"RCP,S=.064 1-71.65To \ \ �- - - / \ \\ Ill /1^ CB-6 C67 DMH 3 \ \ \ R=76.79 1A V�\VA 1� R=76.79 ��-d��� A 1=73.0 R=76.80 I \ an u1 ' \ \ r 1 x I 1 = 72.40(12 ) \ - 3 1100 TO FIRST STREET v 1 =73.04 7 - ' INDUSTRIAL USES I j \ ( - .\ \ 7 I= 71.90(18"), \ \ �% N \ \ \ \\, 11 / PROPOSED EXCAVATION OF 550-\ \ \ / 7 X , EXIST. 36 RCP IO'-12'1 RCP PARKING REQUIRED: \ \\ �/ �/ S.F. OF ISOLATED LAND SUBJECT\\ \ \ \ / 6 O j - - \ OUTLETS(3X) N �\ \ _ �� // TO FLOODING_ \ f , / 20-12�RCP , <\ \ \ S=O.O�L4 \ X a \ \ / / - \ \ S=,032 - SNOW \ I CB-8 I SPACE/2 EMPLOYEES 50,000s.f. ; 500s.f. /EMPLOYEE \��\: / i / / \ \ \ \ / �� `����-�/i/� % ^ \ \ \ \ \\��- + tS� I I \ STOR REE �c \ 1=73801 \ '� R=77.00 = 100 EMPLOYEES i / I /� - i/ \ � 50'-12" � 67.23 \ zi- � I =73.25 = 50 SPACES - - � �. . _- j / / \ 11 \ �� * P \ @. PS RCP,S=.04 \ 1:=66.80 1 r I SPACE/ I000sf. : f ; / // / j\ / SMH \\ I OE \ N ;, - ^ \ 1=66.83 J X DSMH (PROP.) 50,000 s I,000s.f. /SIPACE / / / R_81.90 „ / 1 y4o0j0 6 2 "E \� ,j R=76.58 REVISIONS: =50 SPACES - / I =73.CO 8 OUT) 1 1 \ \ N 0 284. / SMH * 1 =70.26(8"IN) 190' Cdo 15 / R=80.70 x - ` ' __ I=66.50(8"OUT) 4 - 13-89 I SPACE/COMPANY VEHICLE- 8 TENANTS �\ \ \ HY4 .4 ' A 2 I=71 .70(8' IN) / � \ I=73.20(6 IN - /) SMH (EXIST.) 4 -18-89 = B SPACES / y 1 -� / \ _7 - �A�Y i a >- � \ / \ 1=71.59 (8"9UT) AA-I _ - / \ - - � - i c° F- C - 8' PC R=76.51 PARKING REQUIRED = 108 SPACES "/ + - - - - 'c - - Q'. - - r " ��� / FUTURE ACCESS r;• A I - , , - - S=.005 %• 260 e" P \\ • 265 8' ' s=.005 % 25 I=64.91 15 ) ( PARKING PROVIDED = 149 SPACES \\ •" W 8 CLDI I =65.50(8 ) STUB 9 PLUG - - - - - H r� H _ - - - - - - -- \ \ I 12"x 8" T.S. a G FOR FUTURE / 1 u �r20 M6O _ 5 WA \ / 5 - �_ - 1 73 \ R=77.00 \ \ � \ PROPOSED 25 WIDE / / � RO�D1F DRAIN ROOF DRAIN /25 � �-25 � � �\\ \ \ \\\ \\\ / \ / / / 1=74.00 J UTILITY EASEMENT / \ I =73,25 I l0 66,06'. A �, BB / I 1=66.00 \ \ \ 1I )! 1 / 8 // / / ISJ O B O �O I O / 60 1 65.93 \ \ 10' 12' RCP ///' / � I / I � \ I \ �,\ S=.024 Aj/�/,( �// //// / I 7,125- 3�F. - 5,625 - S.F 5,375- S.F. 6,875- S.F. 6,875- S F 5 37S -S.F. 5, 25- S.F. , s /j / \ I >- . . ` 0// / I7B \� 50, PRO OSEI I ` �_ N o + / _ BORDER/NG� O� /��/%% I / /\� I I l ISOLATED LAND SUBJECT r' / \ (TYP.) 50 Q 0+ S.f. �11L jNG I w \ ! � \ .�G C4-_7 -_7 / � I I TO FLOOD/NG /' / 3 a - - _ - ��B °� \ VEGETATED R=74.80 / / I / /- - _ - _ ) I O. G� \ : , \ - 1 WETLANDS \ �, I =71.05 f'% III I I 3// / o w \z / �. F. F. ELEV ION = 2 + I I ti��T \ \ \ �, FE-2 // Qp F BB \ LOT REA= 4.32 res I I 9-r e \ F \ .. \ 1=70.75 / N/F HOWARD A. FAFARD ° 50 \ / / N --_-_ - _ - DUMP TER AREA P/�DS 50 z H 75 CC_e CCE -co, STAIRS 150TAIRS C�}CCO CC0 0 i� 75'/ FD. .� \ \ \ \ BAY EL.=78-' 1 BAY _ 78 BB - � BB \ \ \ / I I AV \ 5 5 95 D kfE�TfC WATYD \ 2Q \ \\ s' 15-12 RCP \ 5 \ n� FE-I OWNER/APPLICANT: S=.0167 w \ - - in/15' 12W RCP / , // \\ \ \ Ng �\ 1=69.06 I ( I I('• - � AV. AV I �° v 5=.0.167 e' F)RE SER C / ~ � '� \\\ 5 5 2 S-V2"RCP \ _ HOWARD A. FAFARD \ / 9 11C 290 ELIOT STREET \ \ I ASHLAND, MA. 01721 �• j �� \ \\ �\ \\ \. - 8 7B 175'- IB' RCP p \ - / 26 - \ A ,\ SJ SJ -�' C83 � 1 \ \ \ \\ -- - - - R 1 - \ B2 \ I / 13=77.50- =73.83 Cu \ \ -77.00- - \ L.\ \� K, I =73.33 DMH I R=77.50 \ 21/2" BIT. CONC. `Dv \ \ I 22 gni R= 78.00 I =73.83 \ PAVEMENT (TYP.) �' m- / \ \ EXIST F.E. \ I \ 1 =72.11 (18') \� \ DMH2 .-�\\ \ / \ =72.61(12) \ R=7800 1 I \\ / I 9 INV. =83.67 \ \ \\ \\ \ .'� ', I =70.88 ( 18") \ ( /1 \ \ \ \ \ \\ \ INDUSTRIAL CONDOMINIUM / � I =73 12")'�� \ \ S W STORAGE, _� 1\ •. / 8 B C BE M Y .. �G i \�=% 0 \� Lp AT \ \ 13 PREA 1 1 I \� \\ \' SWAMPSCOTT ROAD \ / _ _ i / \ - - -- - - - / \ \ \ I I \ `•r SCALE: rMAR.21, 1989 TE: N - m '--EXIST. EDGE OF PAVEMENT -�� \ \ \I I \ \ \ \\ p 40 FT. TO AN INCH N 60;32'25\ �� z m /�ti I I \ \ \\ \ 20 40 80 FEET 160 / / / • _ 782.84 -� ( N/F CHELSEA INDUSTRY INC. \ \ \ S8e°p9 \ \ 1 •MET R SALEM BUSINESS PARK \ \ - RESOURCE AREA AND SITE PLAN OF LAND IN N MAYNARD PLASTICS SALEM , MASSACHUSETTS I 1 \ z 1 SHEET N0. 1 OF I JOB NO. 109005 FA - 109005 S - I OF II I I ! I r f � ori rr & D _._. 1-233 , I , f CC, A ' AMN 17 1 -71.11 ( s � 3. tI �di ?i':1 x. 1I1 7.1-1'1i7 ( # Lo9oo CC : SWc�� :lpl, sTr�ir2 z�ofrz�rr g O e��' F St Arddress J '� t rf {I,J,f .,. '. i FIT DAT`_ — Gry _. r o > tJ/rJ 7D C FF7— N F A be J REALTY TRUST OND. PT. L.C.C. # �r w 1 � P 144443'4G'E v\ (b 1 vY C13 to r 8�/ l /ril 11j 1 j II I I 1 1 04fit - S W/PI IN LEAD ND. Ao 2.06 � / 8" PVC L=70' \ \ \ I'll S=0.005 n � It d / \ FG 76 / ^ \ 'e I `• / 17'I O RETI ; N 44 CB 1+1V . i WALL — 72.32 R=75.421 \ =72.45\ r I I I • y f CONNECT \ r ECT T� M! WATER AMAIN WITHI Y�r1'v 1 \ \\ \ AT MMPSCOTT RD.N j \ SLOPED GRANITE CURBING n; I \\ g p\rL`I,-eL57'' 1 / AT ENTRANCE [TYP•) 5 S=0.00 \ � \ EXIST. SMH z �� SMH 3+75 R=76.05 ? I 1i=65.37(EXIST 15 t„ I I; R=80.47 I -- 19)'r. ii=73.51 SMH +00 — Io=65.30(EXIST 1i=71.31(PROP 6� 10=73.41 R=772 > — — Ii .06 1o�72.96 / — RCP!x^P \ / WESTERN RCP 1471- 41 3+10 I / / / / �1 �\ 1 MIDDLE RCP zt`Rxl EASTERN RCP'6,, I ,') CO 3.42 / / CUkB NG E[TY .] I �: \\� ' =12.83 / / / \ \\ i 1 to / g PVC 153' \ 7 32 �;': po t L T\� / I I FLOWS`�0 80.00,r– WALL – STATION , / I � / I \RB 75.4 7 \ �m \ 1/ I II I /PIN DOWN A ga, . / / l SMH 1+40I / — to��4 \ / I I IIN L FND. '11 4 s, Fl 7 sky ' }�� o-1' � i✓e,,. i 1. / DH. SET /.� STN. WALL T , s M N/F / Al IMGEMI / N/F1 RAGONE 11 " L.C.C. # 11802D 90 /r - /r �✓ li ► i . , / , ,� ► , I III \ \ Po CP� NV L II II\ I \\,9p 80 \ / \\\\ /pt?� p JO , V ' S 10398 ��/%'GSR=96. I \ \�//I�1I//� _ f+(H 7+p09+25l /i 10=92.2 L� 7t 4 98.2 / // I i�/ R=91.23\ `j 92.2 �.. i Ii=85.30(SMN 9+25) 1111 f/r�- \p D\MF�T�� '.79,37(SMR-A \ >� PVC Lt=22 \� =95.76 �. 10=78.25\\ // / IS—o.S15751 I h=92.17(L1 10f X gGN 1\\ 11 \\\\\\\ 4+0011 a" Ii=92.17(Rt / 1 1i=81.14 3 ) TEE W/ \ \ II ` \\\\ =80.75 =81.04 30' RC f� \ \/I \ \AN 6 7 6�1 PVC L=142'\ / SN0.005 i 1 G94 — �8 - j / I i / 0_8484.1 / .716 0=94.5(H / / SMFj �+50 / I I f=82442(24' / R=84.55 / 8 PVC L—ik. I no=>�I.66(Q) / // .= I 1 "_ — 5=0.005 I I / / / l 77..3 / o // 10=74.34 \ \ � .�8\ a G f I 4.07.74 1 SM11 c`\ \ \ \ I 39'. WIDE UTILITY117-.84.077.74 I \ 1 1 \ pMENT 30 R 'l0� 17.64 \ r ' =94.5 .II I \ w T \ _ a Io�81T A I\ 1.48 — _ N/F FAFARD EAL ESTAI jr /� \ Lc\�SfQ.00 \� to=p.38 i— \` _ ,SAND DEVELOP`NT CPRP I — 1 p � D�yE l �14. 0a r � r¢ « I � ✓ N F BARNS ROAD TRUST 'r h Y41 `f T14 IIF A A; +1 Sf f 1 ;at ,v N/F Y CONNICK ��• F � 1 I �I. NF21: � CITY OF SALEM 1 • � � 130 \ ��//�/ ^��µ(F FAFARD REAL ESTATE \ -NqD 5EXEIOPIAENT CORP. DH. SET \20 STN. WAIL \\�J 1 16112 \ \ I Il 100 \ "\ � �� / / Asea Ln us t 11+90 SO p` \\ `90 i I �\ \\�\ i ! R=98.48 R=j 1i=86.16 li- - Io=86.06 to 86 1 CB 12+75 / / l . 1 R=92.12 = 02 E I f o IQ $ Ju 2 1 LZ UyATION COMMISSION I LnST / STT do L= 11802D OR T FUTU E t n 0 1 I I EXTEN 0 + PROPOSED a ^ cn u WETLAND FILL \ \\\ AREA = 4000 SF \ \\ \ \ S \ mo I,' f � \ CLROWDED \ I \ \ R. r y BETWEEN R OD\RCPs 11 DH. SET \\ r STN. ALL i s 8" ITUB FOR FUJURE DEVELOPMENT 144 101! 1,51 I / \ 'o \oo . = I r I 4p rt 4 �r '34.58't SSt 51 10'W r5 S51'33:10;W 7w g a ,1 "I q , . r z AN/F SALEM CONSERVATION COMMISSION FOR REGISTRY USE ONLY ,' FOR DATE l B 1000'± 1 N/F CITY OF SALEM c°�' DATE (SIGN:D) .�- LOT A BEING A MAJORITY 5.6±ACR LOT �QQ� .9 CR S ENGINEER: N/ F CONNICK H STREET HUTCHINSON ASAND MA 0171 SURVEYOR: ED LOT C WET 4.0± ACRES F °o N/ F BARNS ROAD TRUST o_ _ L T D } - - 0 ACRES -0 j OLATED NOTE: 75' BUFFER REQUIRED NEXT TO co ETLANDS - RESIDENTIAL AND CONSERVATION Q N/F AREAS (LINE A-B-C ) IMGEMI 3 eXsr ' ANG PCASMcS 4% C LOT E N/>; RAGONE 5. = ES o N/F A &J REAL TY m N/F W. S. TENNIS AND SQUASH LOT F CLUB 42 +ACR WETLANDS APPLICANT: LEDGEMERE LAND CORP. 290 ELIOT STREET ASHLAND, IMA. 01721 1220`'- SWAMPSCOTT ROAD \ SCALE: DATE: 100 FT. TO AN INCH JULY I, 1988 lee ro 0 leo FEET Seo -)VED FOR: CONCEPTUAL r 1 PLAN OF LAND r IN SALEM, MA. R SHEET NO. JOD NO. s MILLER REPROGRAPHICS CO-INC. 872170