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64-314 - 36 SWAMPSCOTT ROAD - CONSERVATION COMMISSION (2) DEP 64- 314 Plans \ x wF-2A WF-2A WF-7ANIFY \ JOHN F. BURKE FAMILY TRUST V \ PROPOSED 14117-5A 1 \ PROPOSED GUARDRAIL ✓F_6A 000 \ \- RETAINING WALL " \\ NJF— ' Iv. SA I I� — — \- _ in— o x \ - AM 11A \ F PROPOSED - LIGHTING \ wF-12A 5 WF-I JA KF-74A Wc--75A 0 � �1 ,k i / V'✓F--16A V �\ WF-17A- % � �=� � \ � REV. DATE DESCRIPTION-.-- APPLICANT\OWNER: /tel EXISTING FENCE NSSS LP \ \ y x 70 BE REMOVED 25 CORPORATE DRIVE, SUITE 210 x / BURLINGTON, MA 01803 ppO > LIMIT OF EXISTING PROJECT: OF EXISTING CURBING LIMIT INF._1Q� ��/ 'lGUVUBING TO BE REMOVED TO BE REMOVED NSSS LP PARKING CD c�c 36 SWAMPSCOTT ROAD SALEM, MA ! \ PROJECT NO. 32423C DATE: 11-30-00 \ SIGN \ SCALE: 1"-20' DWG. NAME: 32423C{P-4 DESIGNED BY: AK CHECKED BY: TFD PREPARED BY: a i ALLEN & MAJOR -- ASSOCIATES INC. civil engineers ♦ structural engineers ♦ land surveyors 400 WEST CU114MINGS PARK SUITE 50.50 P.O.BOX 2116 WOBURN,MA 01888-0118 TEL:(781)s35-6889 NOTE: FAX:(781)935-2,996 THERE ARE A TOTAL OF 26 SPACES(21 NEW SPACES) BEING PROVIDED THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. ON THE NEW PARCEL AND THE EXISTING PARCEL. OF THE 26 SPACES, 22 SPACES CUEN /CLICONSULTANT NSU T ARE STANDARD 9x19 D COPIES of DRAWINGS AND SPECIFICATIONS ON MAGNETIC SPACES AND 4 ARE COMPACT PARALLEL 9x21 SPACES. MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE \ ` 1 MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC. MAY REMOVE ALL HORIZONTAL SCALE INDICATION OF THE DOCUMENTS MEDIA.PRINTED REPRESENTATIONS OF TME DRAWINGS IRPEMAGNETIC AND l I 20 0 10 20 40 80 SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF — \ \ ALLEN&MAJOR ASSOCIATES,INVS WORK PRODUCT. SHEET No. DRAWING TITLE: (IN FEET) IINCH-20 FEET PROPOSED _ SITE PLAN C I `r f HAYBALE WEDGE LOOSE STRAW BETWEEN 111 TYPICAL AREA TO BE HAYBALES TO CREATE A 1.5" BITUMINOUS CONCRETE FRAME AND GRATE TO BE (TYPICAL) SURFACE TYPE 1-1 EQUAL TO LEBARON LF 246 DISTURBED CONTINUOUS BARRIER 1.5" BITUMINOUS CONCRETE � --p A -`� SILT FENCE _ - �I,i li'i�,'��I9 - - = 4 (IIII BINDER TYPE 1-1 0 0 0 0 0 0 2 WOODEN STAKES 6" GRAVEL BASE. (9" IF ADJUST AS REQ'D TO FINISHED �� ��I -�° ' -- n �- �PLACE DIRECTLY OVER FINISHED AREA TO REMAIN HAYBALES i �, GRADE WITH TWO BRICKS MAX. UNDISTURBED TW PER BALE �� iei GRADE 2 STAKES �, ��' �,Ii�I �'�� DRAIN INLET NATURAL SILT/CLAY �l 11 13 ❑ ❑ ❑ ❑ 11 11 11 STAKED WITH PER HAYBALE SUBGRADE) PLAN VIEW © ❑ © © ID ❑ 11 ❑ FRAME AND 1 1/2" SQUARE WOOD 'I GRATE / POST 10' ON CENTER in EI D ❑ ® ❑ ® D WRAP ATTACHEMENT CORD �' +' ❑ © ❑ © © ❑ ❑ ❑ ❑ �,� th ��'� '; all � TYPICAL 57ANDARD PAVEMENT SECTIONFINISHED AROUND TWICE ANGLE �' ' © 0 ❑ ❑ ❑ ❑ ❑ 11 � � �C NOT To SCALE OIL &GRADE FILTER ' ', ''' y � / �,> FRAME TO BE SET IN FABRIC UPHILL - POST 10 �,�, ,� © ❑ © © ® D D ® © I, +���i�,'�,�; �� ExrSn i �cN MASTIC h�1/ \x GAS TRAP FULL BED OF MORTAR 2"X2"X4' WOOD STAKE GASKET SII El 11 EI ❑ EI El11 11 Ela AREA TO BE 1� DISTURBED HAYBALE r, � ,� �� DIAMETER VARIES BURY FABRIC 6"± l `y - BELOW GRADE I' MORTAR FILL AROUND PIPE 4 WIDE PAINTED o REMAIN NQS LINES (TYPICAL) 4'-0" (MIN) HAYBALES TO 'i UNDISTURBED #4 RE-BAR AT BE SET INA 1. HAYBALES SHALL BE POSITIONED IN A ROW SO THAT EACH END 5" �O 18" EACH WAY DEEP TRENCH TIGHTLY ABUTTS THE ADJACENT BALE. o FILTER in '. 12" OF 3/4" CRUSHED NOTE: FABRIC 2. BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR 4STONE PARTIALLY WRAPPED DEPTH TO BE 2 UNLESS SECTION RE-BARS DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH ; � �I xti IN MIRAFI 140N FILTER / BALE SHALL BE ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCE t � w ' FABRIC. TUCK FABRIC 12" POST IS TO BE SET IN PEAT . r, , ;4 FABRIC. MIN �[ THEN 3 OR DEPTH POSSIBLE BALES TOGETHER. riry i , i ✓ r 'i� i UNDER EDGE OF CATCH BASIN BY PUSHING BY HAND SHALL 3. FREQUENT INSPECTIONS SHALL BE CONDUCTED AND REPAIR OR BE REQUIRED. LWIRE REPLACEMENT SHALL BE MADE PROMPTLY IF NECESSARY. -` ♦ _` SILT FENCE AND HAYBALE DETAIL TYPICAL HAYBALE FILTER DETAIL STANDARD STALL DETAIL DEEP SUMP CATCH BASIN NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE v � - SEE PAVEMENT LTE' NOTES: SECTION DETAIL 21.0 ALL TREES SHALL HAVE THE SAME 1. TOP OF LOAM (TOPSOIL) IS FINISHED GRADE. RELATIONSHIP TO FINISHED GRADE AFTER 2. TOPSOIL SHALL CONTAIN BETWEEN 5% AND 12% ORGANIC MATTER AND PLANTING AS THEY HAD AT THE ORIGINAL SHALL HAVE A MAXIMUM STONE SIZE OF 1 1/4" AND SHALL CONFORM NURSERY SETTING. ROOT FLARE SHALL TO THE FOLLOWING GRADATION: BE 2" ABOVE FINISH GRADE. SIS % PASSING 1 1/4- 100 85-100 ':i', •: ;". ;,...n., .. N0. 40 60-85 NO. 100 38-60 NO. 200 28-40 .•.;CMP,AGTEDdORDINIi�2�t.+ 4 Ol�ll,Gf3ANUL .r�ILLi.n.lr> d111111,111i old,I SEE TYPICAL ;.,,, ., .,. {: :'";. ,r �i1•:; STANDARD REINFORCED RUBBER HOSE SEEDED LAWN '..r•, < OR SOD 4 ;, Y a ; 1 �•1 4 LOAM PAVEMENT DETAIL (2) 2"x4"x8' WOODGRAVEL COMPACTED IN 8" LIFTS. io POSTS FOR TREES IF ABOVE GROUNDWATER LEVEL, NO ✓r��% !4�F /�/�: w UNDER 3 CALIPER �;v�� ✓ ,��,���:.h; II YI�I I I FILTER FABRIC REQUIRED. IF o #10 GAUGE GALVANIZED tt,,. , ;, COMPACTED SCREENED to BELOW GROUNDWATER LEVEL USE z ANNEALED STEEL WIRE, M '.;a.;..:,'•a i•i'; r: .,.. , ,. a 2 STRANDS TWISTED TOPSOIL (NO STONES 3/4" CRUSHED STONE COMPACTED - w " ' '."` » » REV. DATE DESCRIPTION .':v-;; ..}.;.. : .., .4* LARGER THAN 1 1/4 ) a IN 10 LIFTS AND MIRAFI 140N '�;•x,;. z , :,•t i :1 R FABRIC APPLICANT\OWNER: ���''�;'i 'e,;.. . L•n: ' •.,,' l.i i'f rv ,r, ty: F QNSSS LP (O ,•`" r .t .:�`.•.;• rti •.l 1'• FILTER /(G.'\V rv,l .fl r ,,X� j'f ^•ern 1�:.�• ++ M '•A •n\ t ' i}"�Y^',`ri Y " �tf•.fn nt- .'i r'a! a fn U i'. r -a4;:' :.r'`:. :"••^;':^ COMPACTED SUBGRADE \ w F 25 CORPORATE DRIVE, SUITE 210 W M y " y,. ,Y BURLINGTON MA 01803 �11i!✓/." '/,v' �r%i%%,r'i�%i7j;?%\%�\✓/i�� // �/?i IY 1lt/c� /��/��/.C` N } r ��!� ��yy` J , DIA 1'-0" DRAIN OR SEWER w lr !,rvlvItiCG?v� /��! c i.� �/1 '! PIPE-SIZE VARIES o LdPROJECT: L` 3" BARK MULCH 0 0 4" EARTH SAUCER NSSS LP PARKING BITUMINOUS CONCRETE CURB o o SEEDED OR SODDED LAWN DETAIL TYPICAL SEWERIDRAIN TRENCH DETAIL NOT TO SCALE I FINISHED GRADE NOT TO SCALE No TO SCALE SWAMPSCOTT ROAD 00 ROOTBALL r.r....... ::::: 6" MIN. TOPSOIL, NEW SALEM, MA ? OR EXISTING 0 UNDISTURBED SOIL PROJECT NO. 324-23C DATE: 11-30-00 I HOT DIPPED GALVANIZED M CUT & ROLL DOWN BURLAP SCALE: AS NOTED DWG. NAME: DETAILS 2'-0" ANCHOR BOLTS FURNISHED BY ® TOP 1/3 OR ROOTBALL PROVIDE PIPE SLEEVE THE ELECTRICAL CONTRACTOR IF SYNTHETIC, REMOVE REFLECTOR AS APPROVED PROPOSED METAL 1" LARGER THAN FENCE DESIGNED BY: AK CHECKED BY: TFD ENTIRELY. BY ENGINEER PICKET RAIL POSTS. FILL VOIDS FINISHED GRADE I 2.5 X ROOTBALL I PLANTING MIX BACKFILL " " BOLTS, 0 J WITH NON-SHRINK GROUT. PREPARED BY: Z WASHERS & NUTS - (�.,CHAMFER BOTH EDGES) 4"x8" RAIL FIN. GRADE ELEVATION to 1/2-0 ASTM 307-68 VARIES (SEE GRADING X 8'-0" (MAX) ADD UTILITY PLAN) w6. 4" WIDE x 1/2" DEEP F C� LB�J ARCHITECTURAL I 1' MIN. (TYP.)— e° CONTRAST STRIP 05 0 12" O.C. 3 POSTS FOR ALL TREES z 3" (MINIMUM) 3" CALIPER & OVER ; ® ® • 3/4" CRUSHED STONE 2" CLR 1.5" CLR. VISIBLE FACE TO HAVE ALLEN & M A J O R T/FINISHED io � EXPOSED AGGREGATE FlNISH oaANCHOR BOLTS TO BE SET IN ROOTBALL GRADE _I 8' (MIN) cWi ASSOCIATES INC. = DRAINAGE FILTER FABRIC WRAP dr H BOLT CIRCLE EXACT SIZE AND V' .� Fey C- ����w�� vh�>y��� , 7,77 AROUND STONE TOP� � /��� AND BOTTOM p 4" WIDE x 1/2" DEEP e LOCTION OF BOLTS MUST BE Q //�� i3/ =!�C•C'��C?•�`%�•i i�.i•.•% ���" �:/. rYG,i�,. r /w.Y/?:�/�, , r ARCHITECTURAL civil engineers ♦ structural engineers ♦ lend surveyors VERIFIED WITH ELECTRIC SCREEN TO RETAIN STONE �r N I CONTRAST STRIP CONTRACTOR BEFORE SETTING. - O FlN. GRADE EL 400 WEST C[1MMIr1csPARK MATCH EXISTING 0 8x8 POST surrEsosO POLE LOCATION BY OTHERS. � X 3" 0 WEEP HOLES n L P.O.BOX 21]8 x CUNOPSOL BUTT 0 8'-0" D.C. (TYP.) s ® 12" D.C. 18" wosuRlv,MAmsas-0]>a 1771777- -11.11 8- BARS /Ij H N #6 0 12 O.C. � 1 #5 0 12" O.C. r FAXTEU(71)933522896 SINGLE RAIL-FACE SIDE FLUSH MOUNT-END VIEW 2" cLR N V y� REINFORCED c p a n 18» THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. RUBBER HOSE CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE �* PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC CUNOPSOL BUTT1 0 3" CLR. K MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC TREEPI T APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE 5 0 12" O.C. MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR #5 ® 12" O.C. OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC. MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC #3 TIES 0 12" O.C. 2.5 X ROOTBALL 6'-6" MEDIA-PRINTED REPRESENTATIONS OF THE DRAWINGS AND TOP TO BOTTOM (TYP) SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN&MAJOR ASSOCIATES,INC.S WORK PRODUCT. LIGHT POLE BASE TREE PLANTING DETAIL GUARDRAIL DETAIL TYPICAL RETAINING WALL SECTION DRAWING TITLE: SHEET No. NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE DETAILS D-1 EROSION CONTOL NOTES 1.SILT CONTROL SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND SHALL BE ADEQUATE TO MAINTAIN SEDIMENT ON SITE.ANY MODIFICATIONS TO SILT CONTROLS SHOWN ON THE APPROVED PLANS AS A RESULT OF ACTUAL FIELD CONDITIONS OR CONSTRUCTION \ \ PRACTICES SHALL BE INSTALLED IN ACCORDANCE WITH B.M.P.(BEST MANAGEMENT PRACTICES)PER THE E.P.A. 1992"STORMWATER MANAGEMENT FOR CONSTRUCTION ACTIVITIES'MANUAL.ANY SUCH NOTIFICATIONS SHALL BE INSTALLED AS DIRECTED THE \ - ' ENGINEER OR THE STATE DIVISION OF WATER. 2.EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED DURING CONSTRUCTION, AND SHALL REMAIN IN PLACE UNTIL ALL SITE WORK IS COMPLETE AND \ \ I GROUND COVER IS ESTABLISHED. J1F-2AN.F-2a-_ ~ -' 11 I 1 I 3.STOCKPILES SHALL BE SURROUNDED ON THEIR PERIMETERS WITH STAKED HAYBALES AND/OR SILTATION FENCES TO PREVENT AND/OR CONTROL SILTATION AND EROSION. 4.TOP OF STOCKPILES SHALL BE COVERED IN SUCH MANNER THAT STORMWATER DOES NOT JA INFILTRATE THE MATERIALS AND THEREBY RENDER THE SAME UNSUITABLE FOR FILL USE. \ N/F WF 3A ) ( t I � ) I� I 5.ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH ' � 1 t rn I I MULCH OR SEEDED FOR TEMPORARY VEGETATIVE COVER. NO AREA,SUBJECT TO EROSION JOHN F. BURKE O \ FAMILY TRUST S� ! ) ( SHALL BE LEFT DISTURBED AND UNSTABIUZED FOR PERIODS LONGER THAN IS ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION OF THE CONSTRUCTION WORK OR SIX MONTHS AFTER SOIL HAS BEEN DISTURBED WHICHEVER IS LESS. 6.CULVERT/PIPE INLETS AND OUTFALLS SHALL BE PROTECTED BY HAYBALE FILTERS UNTIL \ PROPOSED b-r 5A �� )�)) J DISTURBED AREAS ARE PERMANENTLY STABILIZED. PROPOSED GUARDRAIL VF—GA /� 6ti; /X I 7. HAYBALE DIKES SHALL BE CONSTRUCTED AT ALL EXISTING&PROPOSED CATCH BASINS \ //. �^ RETAINING WALL ' i ` LOCATED IN FILL AREAS&SUBJECT TO STORMWATER RUN-OFF FROM PROPOSED FILL AREAS // WF-7A- � �/f f' // I DURING CONSTRUCTION,OR AS DIRECTED BY THE OWNER/ENGINEER. NO SEDIMENTATION � /// �j�O SHALL ENTER THE ON-SITE OR OFFSITE DRAINAGE SYSTEMS AT ANYTIME. 1 N/F-BA- .�1 %� / 8.ALL EROSION CONTROL MEASURES SHALL BE ROUTINELY INSPECTED,CLEANED AND --- l V/F-g q a - _ _` " REPAIRED OR REPLACED AS NECESSARY THROUGHOUT ALL PHASE OF CONSTRUCTION. IN 0. r ADDITION,INSPECTION SHALL TAKE PLACE AFTER EACH RAINFALL EVENT. ' _ _ ( / II �7_ 9.ALL PROPOSED SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH JUTE MESH AND PROTECTED FROM EROSION. GO���►� \ ✓ i ``v 10.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ADDITIONAL HAYBALES AND EXTRA SILTATION FENCING FOR INSTALLATION AT THE DIRECTION OF THE ENGINEER OR THE CITY ENGINEER TO MIGRATE ANY EMERGENCY CONDITION. \iijl� YF_J2A OPERATIONS AND MAINTENANCE PLAN OlfI ' S EASTERN WHITE PINES { t PROPOSED SILT FENCE { / / (SEE SHEET D-1) IN ACCORDANCE WITH THE STORMWATER MANAGEMENT POLICY ISSUED BY THE DEPARTMENT OF! m AND HAYBALE LINE 1`1 ,s i / J BVF� INC.(A&M)HAS PREPA ED THEN FOLLOWI G OPERATION, ERATIIO�N AND MAINTENANCE P AATNES, 1AL PROTECTION(DEP) ALLEN &MAJOR dl ,- WOO FOR THE PARKING LOT ADDITION AT 36 SWAMPSCOTT ROAD IN SALEM, MA. /F-Jia /f/ �f / I ���� w v DURING CONSTRUCTION THE CONTRACTOR WILL ADHERE TO THE FOLLOWING If ,Ir � Asa ACTIVITIES: 1.CONTACT THE SALEM CONSERVATION COMMISSION AT LEAST(3)DAYS PRIOR TO r IAF--JSA /j� // 9 4 THESTARTOF CONSTRUCTION. 2. INSTALL THE HAYBALE AND SILT FENCE AS SHOWN ON PLAN C-2. A 3. INSTALL THE HAYBALES AROUND EXISTING CATCH BASINS TO PREVENT SEDIMENT /� // f�0o� ���' WF FROM ENTERING THE DRAINAGE SYSTEM. --16A // / o x J 4.THE CONTRACTOR SHALL ONLY DISTURB THE MINIMUM AREA NECESSARY. / \ S.THE HALL B ENTIRE PROJECT E SWEPT UPON COMPLETION OF CONSTRUCTION WF-- 77A // \ AND PRIOR TO REMOVAL OF THE EROSION CONTROL DEVICES. 6.THE i/fi/i / f / ON AND REV. DATE DESCRIPTION PROPOSED x x I { l \ SEDIMENTANTION CONTROL NOTES ASCTOR SHALL COMPLY WITH S OWN ON PLANSTHE GENERAL EPREPIA ED BY ALLEN& APPLICA L NT\OWNER: <CATCH BASIN ¢ MAJOR ASSOCIATES,INC. NSSS LP 'XI TING FENCE Th E REMOVED THE OWNER OR OWNER'S REPRESENTATIVE WILL ADHERE TO THE FOLLOWING p 25 CORPORATE DRIVE, .2 FT OF 12x �� \ 4� I ` POST-DEVELOPMENT ACTIVITIES: SUITE 210 RP 0.57. SLOB \` \� 1 }{ 1. PAVED AREAS-PAVED AREAS SHALL BE SWEPT BY STREET SWEEPERS PERIODICALLY BURLINGTON, MA 01803 DURING DRY WEATHER TO REMOVE EXCESS SEDIMENTS,REDUCING THE AMOUNT OF LIMIT OF EXISTING SEDIMENTS THAT THE DRAINAGE SYSTEM WILL HAVE TO REMOVE FROM THE RUNOFF. PROJECT: V✓F-18A /�/ { , �x ` \ \ ' LIMIT OF Er ISMING CURBING — . %C 2BI G TO BE REMOVED SALT FOR DNCING ON THE ROADWAY DURING THE WINTER MONTHS SHOULD BE TO BE REMOVED LIMITED AS MUCH AS POSSIBLE,AS THIS WILL REDUCE THE NEED FOR REMOVAL AND TREATMENT. HOWEVER, DIFFICULTIES MAY ARISE IN THE ENFORCEMENT OF SUCH NSSS LP PARKING 1 ,000 � RESTRICTIONS. SAND CONTAINING THE MINIMUM AMOUNT OF CALCIUM CHLORIDE x ) (OR APPROVED EQUIVALENT)NEEDED FOR HANDLING MAY BE APPLIED AS PART OF THE 36 SWAMPSCOTT ROAD 1 �`'�\ \ \ ROUTINE WINTER MAINTENANCE ACTIVITIES. SALEM, MA 2.CATCH BASINS-CATCH BASIN GRATES SHALL BE CHECKED PERIODICALLY AND / J� FOLLOWING HEAVY RAINFALLS TO VERIFY THAT THE INLET OPENINGS ARE NOT PROPOSED DRAIN A / /" V /- ` CLOGGED BY DEBRIS. DEBRIS SHALLBE REMOVED FROM THE GRATES AND DISPOSED 1 EXISTING DRA _ MANH LE � OF PROPERLY. DEEP SUMP CATCH BASINS SHALL BE INSPECTED AND CLEANED PROJECT NO. 324-23C DATE: 11-30-00 , \ �\ \ SIGN , ANNUALLY OF ALL ACCUMULATED SEDIMENT'S. CATCH BASINS WITH HOODS SHALL BE INSPECTED QUARTERLY TO CHECK OIL BUILD-UP AND OUTLET OBSTRUCTIONS. THE SCALE: 1"-20' DWG. NAME: 324-23C{Pd CATCH BASINS SHALL BE CLEANED ONCE AYEAR. THIS SHOULD BE IN THE SPRING AFTER THE WINTER SANDING SEASON. MATERIAL SHALL BE REMOVED FROM CATCH DESIGNED BY: AK CHECKED BY. TFD BASINS AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. � f ��-- ------- – 3. PESTICIDES,HERBICIDES,AND FERTILIZERS-PESTICIDES AND HERBICIDES SHALL NOT PREPARED BY: BE USED ANYWHERE ON THIS SITE. IN ADDITION,ONLY ORGANIC FERTILIZERS ARE TO % - I BE USED ON THE SITE. 4. MAINTENANCE RESPONSIBILITIES-ALL POST CONSTRUCTION MAINTENANCE / _ \ ACTIVITIES SHOULD BE DOCUMENTED AND KEPT ON FILE AND MADE AVAILABLE TO \ \ f THE CONSERVATION COMMISSION UPON REQUEST. ALL POST CONSTRUCTION \ \ I MAINTENANCE ACTIVITIES SHALL ACTIVITIES SHALL SURVIVE THE ORDER OF CONDITIONS AND SHALL RUN WITH THE TITLE OF THE PROPERTY. ALLEN & MAJOR I ---- — \ _ ASSOCIATES, INC. civil engineers ♦ structural engineers ♦ lend surveyors \ 400 WEST CUMNMGS PARK SUITE SON P.O.sox 211e 1 WOBUM MA 01888-0118 TEL:(781)9355-6889 FAX:(781)935-2896 THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC -- -- — S APPLICATION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC. MAY REMOVE ALL \ \ \ 2 HORIZONTAL SCALE INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC -- -- \ ` MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND -- — 1 20 0 10 20 40 8o SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. —3 771 DRAWING TITLE: SHEET No. (IN FEET) PROPOSED DRAINAGE, 11Na-zoFL°ET GRADING AND EROSION -2 CONTROL -- \, I \ MULCH PILE \ WF-2AWF-2A- Iila: lllxi' NIF WF-1A WF-3A D \ \ // JOHN F. BURKE IRON PIN \ \ FAMILY TRUST (FOUND) IRON PIN (FOUND) WF-4A \ WF-5A WF-6AWF-7A i WF-9A /% N88'39 50 E— , .,,cj .�f�-- �,��-= – ; I < p j O ♦ �ji%i0 ✓ i,. /ice r I /x J� 1 WF 10A L F-11 A 0. ASSESSORS MAP 7 PARCEL '67 (� WF-12A\ IltAREA / 12, 621fS.F. C, 0 WF-13A I r I o / 1 ,o o P { ' ) / 1 R r� --7, /� -7111 woo 1 8 .� \� WF 14A „ , j\ 4 //1 � // / � � , �� -7r1i1i1 v _IRON PIN(FOUND) ORO WF-15A 115— I I 114. Z I �/ WF-16A %i /% l� /oo --�&4'25'30 iji�j j- bas IRON PIN (FOUND) �� PK NAIL (FOO D) ( / 4 / WF-17A / : i �i j�ji, � � J I " , r- --- ( U 00 REV. DATE DESCRIPTION v I C N 11 APPLICANT\OWNER: X,� x A INS PA d �� NSSS LP i 1 I 25 CORPORATE DRIVE SUITE 210 cn ,a 1 �X \ - BURLINGTON, MA 01803 x l \ C) z % \ i PROJECT: WF-18A / �� j \ I / m m \ NSSS LP PARKING os O > Y. 36 SWAMPSCOTT ROAD I � � m ', SALEM, MA / 1 SIGN �o \\ PROJECT NO. 32423C DATE: 11-30-00 / I CONC. PAD- x x \ z \ SCALE: 1"-20' DWG. NAME: 32423C{P-4 \ \ TRANSFORMER / CONC PAD DESIGNED BY: AK CHECKED BY: TFD /OUMPSTER PREPARED BY: � ENCLOSURE , / __— _ \ � \ -- \ i ALLEN & MAJOR ASSOCIATES, INC. C7 N Y Z l 1 civil engineers a structural engineer" ♦ lend surveyors U3 \ m D CF —A- m \ U ' 11 400 wFsr claMMmvcs PARK ZD mo -- \ -Q sorra 5050 m P.O.BOX 2118 WOBURX,MA 01888-0118 / - — _ \ TEL:(781)935.6W9 Z. \\ \ 1 FAX(781)935-2896 03_ N N THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. -4 —� — \ — \ CLIENr/CLIENTS REPRESENTATIVE OR CONSULTANT MAYBE p M -- \ N �/ 1 PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC __ — Z _ _ cp c5, MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC C-) C) — — \ c^ i APPLICATION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE N MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR i OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC. MAY REMOVE ALL M N — \ \ O HORIZONTAL SCALE INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC "�= —A --A — — \ MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND 10 m ) _ _ _ 20 0 10 20 40 g0 SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF e -- )0 ALLEN&MAJOR ASSOCIATES,INC.S WORK PRODUCT. (D ' DRAWING TITLE: SHEET No. ------ — — — — \ FEET) 11Na�NCH J-zoFEEr EXISTING CONDITIONS EX-1 ---- — — — — — -- , ' 1 PLAN I SITE DEVELOPMENT PLANS FOR 7qG OWNER\APPLICANT: 36 SWAMPSCOTT ROAD NSSS LP 25 CORPORATION DRIVE, SUITE 210 BURLINGTON, MA 01803 SALEM , MA SITE ENGINEERS/SURVEYORS: ALLEN & MAJOR ASSOCIATES, INC. 400 WEST CUMMINGS PARK . \ N/F v,__IA f 1 � / NSF-3A, ' (; LIST OF DRAWINGS SUITE 5050, PO BOX 2118 - JOHN F. BURKE X �1 WOBURN, MA 01888-0119 \\ FAMILY TRUST ! ' DRAWING TITLE SHEET NO. ISSUED EXISTING CONDITIONS PLAN EX I 11-30-00 ENVIRONMENTAL CONSULTANT: �\ \\ _ wr , PROPOSED LAYOUT PLAN C-I 11-30-00 s, � -- �A.NORSE ENVIRONMENTAL SERVICES, INC. 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