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111 NORTH STREET- HESS GAS STATION 111 North Street Hess Gas Station 4 Z v / cO N N q4 z ul � � Z FOR � M0 �AD � 1717 g3l�Z oQ o ��L� o (ZA93vi C119 9 p o awTt D O 5E 9 1 LT: � 3 WAT 41kvAo TOW *442 --------. --..._.....----..._..._..._...__._.._._._... ..-----.—.--..-----..1 .---.---.--..----._ ------..–_.._...- 7WOe5z VVITNIXTO F I dLGC�GJD I dL®l�G`1D SYMBOL DESCRIPTION SYMBOL DESCRIPTION RC5 5" THICK 4000 P.5.1. CONCRETE REINFORCED WITH 1 LAYER OF , AIR INSTALL AIR HEAD/TOWER (FURNISHED BY AMERADAHESS) i 6x6-W2.OxW2.0 WELDED WIRE MESH SET 2-1/2" BELOW TOP. ON 3'-0" W x C-0" L x 1-2'-0" DEEP 2,500 P.S.I. iSEE SPECIFICATIONS FOR AIR ENTRAINMENT, ETC. CONCRETE BASE. SEE DETAIL. RC6 6" THICK 4000 P.S.I. CONCRETE REINFORCED WITH 1 LAYER OF i 6x6-W2.9xW2.9 WELDED WIRE MESH SET 2-1/2' BELOW TOP. AD CAR WASH ACCESS DEVICE SEE SPECIFICATIONS FOR AIR ENTRAINMENT, ETC. B I STAINLESS STEEL INVERTED "U" BUMPER.POSTS. SEE DETAIL. I RC8 8" THICK 4000 P.S.I. CONCRETE REINFORCED WITH 1 LAYER OF B.C. I BOTTOM OF CURB. I 6x6-W4G.W4.0 WELDED WIRE MESH SEI 2-1/2" BELOW TOP. I B.M. I BENCH MARK. SEE TANK INSTALLATION DRAWINGS. BE BITUMINOUS PAVING. SEE SPECIFICATIONS. SEE SPECIFICATIONS FOR AIR ENTRAINMENT, ETC. eel B.O.W. BOTTOM OF WALL. R I REGULAR UNLEADED GASOLINE �� • � �•y�w4'}• + A B.O.T. BOTTOM OF TANKS. RB REMOVE EXISTING BUILDING STRUCTURE AND ASSOCIATED WALKS I *•i•ta • • • it }»a 'I 4 �Y i - CC 4000 P.S.I. CONCRETE CURBING (MIN. 6" ABOVE FINISHED WING WALLS, PLANTERS, UTILITIES, ETC. I GRADE UNLESS OTHERWISE NOTED) MEETING REQUIREMENTS + *• RC REMOVE EXISTING CONCRETE AND/OR TIMBER CURBS. , • A r OF ALL AUTHORITIES PROVIDE EXPANSION JOINTS AT I 1 RCP REINFORCED CONCRETE PIPE. 15" DIAMETER 20-0" MAXIMUM SEE DETAILS AND SPECIFICATION FOR I I UNLESS OTHERWISE NOTED. AIR ENTRAINMENT REINFORCEMENT ETC a&; + RD REMOVE EXISTING DISPENSERS, PUMP ISLAND, PIPING. � CF 12" HIGH, 12 GAUGE STAINLESS STEEL CURB FASCIA. CONCRETE MAT, ETC. I "� "'j°""" L 1 ') � Sale ." C.O. CLEANOUT '" '' �. ,. 0 *" CL 320 W. SUPER METAL HALIDE SEMI-RECESSED CANOPY LIGHTRF REMOVE EXISTING FENCE ��tt�• g: (FURNISHED BY AMERADA HESS AND INSTALLED BY CONTRACTOR)I RT REMOVE EXISTING UNDERGROUND GASOLINE & OIL i STORAGE TANKS, PIPING, CONCRETE MA+ ETC, :rx ' s* CMP CORRUGATED. GALV. METAL PIPE, 24" DIAMETER - RGP RAMP AND GUTTER PAVING: REPAIR, REPAVE, e " ff e 'd` a ; _ SHEET INDEX UNLESS OTHERWISE NOTED. 1 ; I + s . ' •,x" REPLACE ANY WORK DISTURBED BY THE. INSTAIIATION .."` {v CR CURB RAMP MEETING REQUIREMENTS OF ALL AUTHORITIES I OF NEW WORK TO CONFORM TO REQUIREMENTS OF ALL 1 •« 5'' q 5 HAVING JURISDICTION. i - sx I ^ mu s` t - D DIESEL FUEL AUTHORITIES HAVING JURISDICTION. ; $ CO,;, DEET 1 of 13 RYL REMOVE EXISTING LIGHT & BASE. DPC DEPRESSED CONCRETE CURBING MEETING REQUIREMENTS OF r r : AUTHORITIES HAVING JURISDICTION. -D EXISTING STORM SEWER. �Hr. ` v,',! 1 - I l 1 'h .,e Txi DENT ,ON PLAN 2 of 13 02 PROVIDE 2" DIA. P.V.C. DRAIN FROM "PEDICRID" MATS TO SD SEEDED AREA: TOPSOIL LLMC, FERTILIZER, SEED AND MULCH < ,T.,„` 1! } ;,, I • +• �+( • t :. D _ - STORM DRAINAGE SYSTEM AS INDICATED ON SITE PLAN. I SP SHOULDER PAVING: TO CONFORM TO REQUIRp1ENT5 OF iw�yi Y # _ _- I T D3 PROVIDE 3" DIA. P.V.C. DRAIN FROM BUILDING ROOF DRAINS I AUTHORITIES HAVING JURISn,CT10N. i y R x> ` r SI I t _.AIN 3 of 13 TO STORM DRAINAGE SYSTEM AS INDICATE) ON SITE PLAN. Ic -SS- EXISTING SANITARY SEWER. I { e SW CONCRETE SIDEWALK MIN. 4" THICK TO CONFORM TO S 1' z h £ - 4 03C PROVIDE (2) 3" P.M.C. STORM DRAINS FROM STORAGE BUILDING I ( I - M'I ROOF DRAINS THRU CURB FACE AS INDICATED ON SITE PLAN. i REQUIREMENTS OF AUTHORITIES HAA :-�IEDICTIGN 'w } * • a�="at ''LAN 4 Of 1 3 SEE SPECIFICATIONS FOR AIR ENTRAIhM NT, ETC. a �� ,^ 'It'„ �, •K•4• •• D4 PROVIDE 4" DIA. P.V.C. STORM DRAINS FROM CANOPY / SOD so)D[D AREA: TOPSOIL. LIME, FeznuzFF AVD SOD „ • 1} „j AND UTILITY PLAN 5 of 13 GUTTER FITTINGS AND/OR BUILDING ROOF TO STORM WATER SYSTEM AS INDICATED ON S17E PLAN. j SPR UNDERGROUND SPRINKLER SYSTEM S ' _ CIFICA7ION5 ( z yy , *'ry.p s • IJ D4C PROVIDE 4" DIA. P.V.C. STORM DRAINS FROM CANOPY I SPT PROVIDE COMPLETE INDIVIDUAL SANITTI' _DISPOSAL SYSTEM—i x • •• '' ' ,? T"4 `A •i'�•• �• '« GUTTER FITTINGS THRU CURB FACE OF ISLANDS (SEPTIC TANK AND DISPOSAL FIELD) : LJNFORM TO '.t; ,� , a •,t4�•-: VN SPE PLAN 6 of 13 D5 PROVIDE 5" DIAMETER P.V.C. STORM DRAINS AS INDICATED I REQUIREMENTS OF ALL AUTHORITIES JURISDICTION. '° F v rs �``=.. " ' II�< 'a'. %g,�aa • t�� * .._ ON SITE PLAN. SSN PROVIDE 4" P.V.C. SANITARY SEWER LINK JJM �;�•' s ;•'••�• 'r PLAN 7 of 13 D6 PROVIDE 6" DIAMETER P.V.C. STORM DRAINS AS INDICATED NEW DUILDINGS TO E%ISTING MAIN a:a[DULE 40 ' - >< y•y LIL 'J ON SITE PLAN. I SSP PROVIDE 4" P.V.C. SANITARY SEWER LINE FROM *� *+� DB PROVIDE 8" DIAMETER P.V.C. STORM DRAINS AS INDICATED NEW BUILDINGS TO SEPTIC SYSTEM. (SCHEDULE 40 • - '( s a ON SITE PLAN. ri ° ' �'' s I x ' tt-; ''+�N CONTROL PLAN 8 of 13 -T- EXISTING TELEP;ONE LINE. E PROVIDE NEW UNDERGROUND ELECTRIC SERVICE FROM i TB TELEPHONE BOOTHS PER TEL. CO. REQUIREMENTS. SEE DETAIL. A - 2 r UTILITY POLE DESIGNATED LOCAL UTILITY COMPANY 1 IN PROVIDE NEW UNDERGROUND P.V.C., SCHEDULE 40 I lu *t,l ¢r'" ):NG ELEVATIONS AND FLOOR PLAN 9 of 13 �t TO BUILDING (S). SEE ELEC. . DRAWING & SPECIFICATIONS. I I TEL. CDT. FROM UTILITY POLE DESIONATLo Br TELEPHONE ' d•7£i A.IT t ."' - '—"- EJ FULL DEPTH EXPANSION JOINT. PROVIDE SEALER AND COMPANY AS INDICATED ON SITE PLAN. SEE ELECT. DWGS. I a60 BACKER ROD AT ALL 6" THICK AND 8" THICK CONCRETE MATS. @ SPECIFICATIONS. v �) _ D�_�'�IL SHEET 1 G Of 1 3 SEE SPECIFICATIONS. TBE 2' x 6" PRESSURE TREATED BOARD EDCE. ' -;�`. i<° e' " EP EDGE OF PAVEMENT. TC TOP Of CURB. ° i ''+ �''"�" r t_ a 1 DE SHEET 11 of 13 N FURNISH AND INSTALL VINYL PANEL FENCE. SEE DETAIL. TIF TOE FOOTING --- _—LIN. FT.; HEIGHT6'-0". T.O.I. TOP OF ISLAND < -h•I s ';` �1 ' _ FRG FURNISH AND INSTALL GALVANIZED STEEL HIGHWAY GUARDRAIL T.O.W. TOP OF WALL. } S•` x., "1 �' 4 DETAIL SHEET 1 2 of 13 __ TIRN TRANSFORMER PAD: 6'-0" x 6'-0" x 6" THICK. 4000 P.S.I. } )' # 4 " FENCE. PAINT WHITE LIN. FT. _ HEIGHT 2'-0". -G- EXISTING NATURAL GAS LINE. CONCRETE MAT REINFORCED WITH 1 LAYER OF 6x6-W2.9xW2.9 ?< I " t'' " GL WHITE RIVER GRAVEL MIN. 4" DEEP WELDED WIRE MESH SET 2-1/2" BELOW TOP, i r r;',x ° , r, %° DFTAIL AIL SHEET 13 of 13 WITH TRANSFORMER S N: •o GM GAS METER BY UTILITY COMPANY TP TRASH PAD: B'-0" x 10'-0" x 6" THICK, 4000 P.S.I. ' 1 y k. * 0 B- UNDARY & TOPOGRAPHICAL SURVEY (BY OTHERS) 1 of 1 GN NEW NAT GAS LINE FROM EXC. GAS MAIN TO GAS METER I + .v< IGT INSTALL ONE 12,000 GALLON DIESEL I CONCRETE MAT REINFORCED WITH 1 LAYER OF 6x6-W2.9xW2.9 WELDED WIRE MESH SET 2-1/2" BELOW' TOP, ( -' , ; MA DEP LOT DEPTH PLAN 1 of 1 (8' DN. TANK) UNDERGROUND FIBERGLASS STORAGE TANK I m (FURNISHED BY AMERADA HESS) I PROVIDE (4) 4' SCHED. 40 STANDARD STEEL PIPE BOLLARDS I FILLED WITH 3.000 PSI CONCRETE AND PAINTED SILVER GRAY, SEE TANK INSTALLATION DWGS. AH-11532GT - j 3'-0" ABOVE GRADE/3'-0" BELOW GRADE EMBEDDED IN CONIC. - 1 (10 INSTALL ONE 20.000 GALLON REGULAR SEE SPECIFICATION FOR AIR ENTRAINMFNT, ETC. - SEE DETAIL LOCATION M A P (10' DIA. TANKS) AND ONE UND0FI GALLON PREMIUM UNDERGROUND FIBERGLASS STORAGE TANK TP TRASH & REC7CLABLES PAD: 8'-0"x17-D"x6"THI5, 4000 P.S.I. (FURNISHED BY AMERADA HESS) i CONCRETE MAT REINFORCED WITH 1 LAYER OF 6x6-W2.9xW2.9 I N.T.S. SEE TANK INSTALLATION DWGS. AH-1154 WELDED WIRE MESH SET 2-1/2" BELOW TOP. 3GT INSTALL ONE 20,000 GALLON REGULAR iPROVIDE (6) 4" SCHED, 40 STANDARD STEEL PIPE BOLLARDS (10' DIA. TANKS) AND TWO 10,000 GALLON (1) PREMIUM, (1) DIESEL I FILLED WITH 3,000 PSI CONCRETE AND PAINTED SILVER GRAY, UNDERGROUND FIBERGLASS STORAGE TANKS I 3'-0" ABOVE GRADE/3'-0" BELOW GRADE EMDEDDED IN CONIC. (FURNISHED BY AMERADA HESS) I SEE SPECIFICATION FOR AIR ENTRAINMENT, ETC. - SEE DETAIL SEE TANK INSTALLATION DWGS. AH-1155 I V NEW VENTS (MINIMUM 12'-0" ABOVE FINISHED GRADE). i SEE TANK INSTALLATION DRAWING. (8' INSTALL THREE 10,000 GALLON VA COIN OPERATED VACUUM (FURNISHED BY AMERADA HESS AND FI UNDERGROUND FIBERGLASS STORAGE TANKS I (H' DIA. TANKS) (2) REGULAR, ( PREMIUM I INSTALLED BY CONTRACTOR) ON 4'-0" X 4'-0" X 6" REINF. (FURNISHED BY AMERADA HESS) CONCRETE PAD (USE ONLY WITH CAR WASH BUILDING) SEE TANK INSTALLATION DWGS. AH-1152 VIE VINYL TRASH ENCLOSURE. SEE DETAIL 4GT INSTALL FOUR 10,000 GALLON -W- EXISTING WATER LINE. (8' DIA. TANKS) (2) REGULAR, (1) PREMIUM, (1) DIESEL I I W-3/4" PROVIDE 3/4" PVC WATER LINE TO BUILDING. UNDERGROUND FIBERGLASS STORAGE TANKS I W-1" PROVIDE 1" PVC WATER SERVICE AND TAP I /� (FURNISHED BY AMERADA HESS) FROM AVAILABLE MAIN. J SEE TANK INSTALLATION DWGS. AH-1032 W1-1/2 PROVIDE 1-1/2" PVC WATER SERVICE. 5GT INSTALL FOUR 10,000 GALLON WE PROVIDE AN INDIVIDUAL WATER SYSTEM (WELL, PUMP (B' DIA. TANKS) (2) REGULAR, (1) PREMIUM, (1) DIESEL I AND PRESSURE TANK) TO CONFORM TO REQUIREMENTS AND ONE 8,000 GALLON KEROSENE OF ALL AUTHORITIES HAVING JURISDICTION. UNDERGROUND FIBERGLASS STORAGE TANKS WM PROVIDE NEW WATER METER OF SAME SIZE AS (FURNISHED BY AMERADA HESS) WATER SERVICE TO BUILDING. o SEE TANK INSTALLATION DWGS. AH-1067 YL INSTALL NEW YARDLIGHT & POLE H LAWN HYDRANT FROST PROOF (FURNISHED BY AMERADA HESS) ON NEW CONCRETE BASE. Lr) 'HESS' CANOPY FACADE SIGNS SEE DETAILS FOR POLE HEIGHTS & LAMP WATTAGE. ^ "HESS EXPRESS" WALL SIGN. I h- ' ' � c HP HIGH POINT. O HEIGHT OF CURB OR ISLAND IN INCHES ABOVE PAVEMENT. PREPARED BY ID INSTALL NEW FIXED IDENTIFICATION SIGN (FURNISHED , p a N r`; N In �' 1 1 ' J EXISTING SPOT ELEVATIONS Do - /�' m. BY AMERADA HESS) ON NEW CONCRETE FOUNDATION. I I ,pp- l ■. a OVERALL HEIGHT ------, AREA---------- SEE DRAWING. C V�' LO PROPOSED SPOT ELEVATIONS. BOHLER ENGINEERING, P. C. _ o K KEROSENE o.o •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• L LANDSCAPED AREA. In - - - EXISTING CONTOURS. NEW YORK LP LOW POINT. NORTH PENNSYLVANIA VALLEY .Q --- PROPOSED CONTOURS. MTE MASONRY TRASH ENCLOSURE -SEE DETAIL O c w 352 TURNPIKE ROAD STREAM, P PREMIUM UNLEADED GASOLINE. SAWCUT IN EXISTING PAVEMENT AT JUNCTION OF O O (215) 3, VIRGI 0 (516) , NEWJER � o m � STERLING, VIRGINIA SOUTHBORO, MA 01772 WATCHUNG, NEW JERSEY NEW PAVEMENT AND EXISTING PAVEMENT. a a U (703) 709-9500 (508) 480-8900 (908) 668-8300 H— PL PLUS UNLEADED GA50LINE _ O z O EXISTING i0 BE REMOVED. m m AMERADA HESS CORPORATION P.L. PROPERLY LINE m �Q _ a, I SITE DATA THIS SITE PLAN HAS BEEN PREPARED BASED ON 352 TURNPIKE ROAD _ PROJECT: TITLE: PS STEEL POST: 4" DIA.; CONIC. FILLED: SET 3'-0" ABOVE m p 3 INFORMATION CONTAINED IN A SURVEY PREPARED BY: of O ¢ PROPOSED HESS EXPRESS COVER SHEET a GRADE, SET IN CONCRETE. I I O E CONTROL POINT ASSOCAITES z .- � z � ASSESSOR'S MAP 34, LOT 442 RC4 4" THICK 4000 P.S.I. CONCRETE REINFORCED WITH 1 LAYER OF - Z ¢ z m D u 6x6-W20xW2.0 WELDED WIRE MESH SET 2 BELOW TOP I I DATED JANUARY 22 2001 SOUTHBORO, MASSACHUSETTS 01772 s W Z a __-__ SE_E SPECIFICATIONS FOR AIR ENTRAINMENT ETC._...,,_.,._ _. __I i _-_ _.... _. .._._. SALEM „ 29 a Ei N u N ESSEX COUNTY MASSACHUSETTS W a w o W w W.D • GOEBEL �K- WHEY SCALE: H , =10' DATE: a a a p (Vj IJONE 8/14/01 SHEET No: (508)480-9900 N a N a a / ITE PHET DRAWN EiY: . PROJECT No: 0 P. JSC W010719 K K IY K IY D: .. l.J URSEv CHECKED BY: CAD I.D. �: o 0 0 o PROFE55IONAL ENGINEER PRO gNA E (NEER SPD W010719CV6 OF 13 W n w \ o MASSACHUSETTS LICENSE No. 42644 C SE 4 R}CE SE No. 93084 REV. No. UT N N t7 RHODE ISLAND LICENSE No. 7268 Y A a CONNECTICUT LICENSE No. 21854 11 408 5 NEW HAMPSHIRE LICENSE No. 10280 UATGALI No. 7110 6 to ,n v M N MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE x i 0 DEMOLITION NOTES : 1. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN STRICT ADHERENCE TO ALL FEDERAL, STATE AND LOCAL REGULATIONS, 2. PROCEED WITH DEMOLITION IN A SYSTEMATIC MANNER, FROM THE TOP OF THE STRUCTURE(S) TO THE DRILL HOLE N 8p•12 3 0 GROUND. , FOUND \ W ® r T 3. COMPLETE DEMOLITION WORK ABOVE EACH FLOOR OR TIER BEFORE DISTURBING ANY OF THE SUPPORTING 0.9' N /y�` \ lJ 1 " �j. MEMBERS OF THE LOWER LEVELS. TT j 4. DEMOLISH CONCRETE AND MASONRY IN ALL SECTIONS. d V Ijl 5. REMOVE STRUCTURAL FRAMING MEMBERS AND LOWER THEM TO THE GROUND BY MEANS OF HOISTS, DERRICKS 96, OR OTHER SUITABLE METHODS. N "TOP OF ` \ ` Sg P APPROXIMATE C• 6. BREAK UP CONCRETE SLABS-ON-GRADE, UNLESS OTHERWISE DIRECTED BY THE AMERADA HESS CORPORATION. � � u2 BANK' LINE DRILL HOLE 7. LOCATE DEMOLITION EQUIPMENT THROUGHOUT THE STRUCTURE AND REMOVE MATERIALS SO AS NOT TO FOUND IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING. APPROXIMATE LIMIT OF WORK LINE 8, PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING AND SUPPORTS TO PREVENT MOVEMENT, SETTLEMENT OR � � � COLLAPSE OF STRUCTURES TO BE DEMOLISHED (AND ADJACENT FACILITIES, IF APPLICABLE). EXISTING STONE 9. DEMOLISH AND REMOVE ALL FOUNDATION WALLS, FOOTINGS AND OTHER MATERIALS WITHIN THE AREA OF THE DESIGNATED FUTURE BUILDINGS. ALL OTHER FOUNDATION SYSTEMS, IF ANY, SHALL BE DEMOUSHED TO A BULKHEAD (TO REMAIN) MAP 34 \� ° DEPTH OF NOT LESS THAN ONE FOOT BELOW PROPOSED PAVEMENT GRADE. BREAK BASEMENT FLOOR SLABS. LOT 442 \ SEAL ALL OPEN UTILITY LINES WITH CONCRETE. N/F LANDS OF o GIBBS OIL COMPANY LIMITED PARTNERSHIP \ 10, ERECT AND MAINTAIN COVERED PASSAGEWAYS IN ORDER TO PROVIDE SAFE PASSAGE FOR PERSONS AROUND D.B. 010745, PG. 390 THE AREA OF DEMOLITION. CONDUCT ALL DEMOLITION OPERATIONS IN A MANNER THAT WILL RPEVENT DAMAGE AND PERSONNEL INJURY TO STRUCTURES, ADJACENT BUILDINGS AND ALL PERSONS. 11. CONDUCT DEMOLITION SERVICES IN SUCH A MANNER TO INSURE MINIMUM INTERFERENCE WITH ROADS, Q STREETS, WALKS AND OTHER ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED FACILITIES WITHOUT PRIOR WRITTEN PERMISSION OF THE AMERADA HESS CORPORATION. PROVIDE o ALTERNATIVE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF REQUIRED BY APPLICABLE �- GOVERNMENTAL REGULATIONS AND ANY APPLICABLE GOVERNMENTAL AUTHORITIES. ' W W 12. USE WATERING, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS, AS NECESSARY TO LIMIT THE a AMOUNT OF DUST AND DIRT RISING AND SCATTERING IN THE AIR. CLEAN ADJACENT STRUCTURE AND IMPROVEMENTS OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. RETURN ALL ADJACENT ( 3 AREAS TO THE CONDITIONS EXISTING PRIOR TO THE START OF WORK. 13, ACCOMPLISH AND PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE UNAUTHORIZED ENTRY EXISTING DEGRADED 1 OF PERSONS AT ANY TIME. r AREA (TO BE `P° 14. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE DEMOLITION OF STRUCTURES AND / REMOVED) 00 FOUNDATIONS WITH SOIL, MATERIALS CONSISTING OF STONE GRAVEL AND SAND, FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER. STONES USED WILL NOT BE LARGER THAN 6 INCHES IN DIMENSION. MATERIAL FROM DEMOLITION MAY NOT BE USED AS FILL PRIOR TO PLACEMENT OF FILL MATERIAL. UNDERTAKE ALL NECESSARY ACTION IN ORDER TO INSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROZEN MATERIAL, TRASH, AND DEBRIS. PLACE FILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% OPTIMUM DENSITY, GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. MAP 34 MAP 34 15. REMOVE FROM THE DESIGNATED SITE, AT THE EARLIEST POSSIBLE TIME, ALL DEBRIS, RUBBISH, SALVAGEABLE LOT 441 LOT 443 ITEMS, HAZARDOUS AND COMBUSTIBLE SERVICES. REMOVED MATERIALS MAY NOT BE STORED, SOLD OR GEORGE E MAGURE, N/F LANDS OF RF JEROME LANDS SOUSA ,R. BURNED ON THE SITE. REMOVAL OF HAZARDOUS AND COMBUSTIBLE MATERIALS SHALL BE ACCOMPLISHED IN TRUSTEE OF SOUTH RIVER REALTY TRUST D.B. 9731, PG. 366 ACCORDANCE WITH THE PROCEDURES AS AUTHORIZED BY THE FIRE DEPARTMENT OR OTHER APPROPRIATE D.B. 7021, PG. 283 L REGULATORY AGENCIES AND DEPARTMENTS. I 16. DISCONNECT, SHUT OFF AND SEAL IN CONCRETE UTILITIES SERVING THE STRUCTURE(S) TO BE DEMOLISHED BEFORE THE COMMENCEMENT OF THE DESIGNATED DEMOLITION. MARK FOR POSITION ALL UTILITY DRAINAGE EXISTING TANK VENTS (TO 1 AND SANITARY LINES AND PROTECT ALL ACTIVE LINES, CLEARLY IDENTIFY BEFORE THE COMMENCEMENT OF BE REMOVED) 1 iPK NAIL DEMOLITION SERVICES THE REQUIRED INTERRUPTION OF ACTIVE SYSTEMS THAT MAY AFFECT OTHER PARTIES, - FOUND AND NOTIFY ALL APPLICABLE UTILITY COMPANIES TO INSURE THE CONTINUATION OF SERVICE. i y ON LINE EXISTING VACUUM ON CONCRETE PAD (TO BE - REMOVED) I , 1 ' -- ---- ----- - --- APPROXIMATE \® ! OF 100' INNER RIPARIAN ` �:/ ZONE UNE El❑ 00 ; \ –––– ––– ––– ––– –– – — / i `EXISTING UNDERGROUND —– 1 STORAGE TANKS (TO --------------- --- I REMAIN) E {� O❑� O \. _' 1 '�- .1 1 00 � 1 APPROXIMATE LIMIT OF EXISTING CANOPY WORK LINE COLUMNS (TO REMAIN, TYP. 4 PLACES) 1 APPROXIMATE LOCATION K I EXISTING CONCRETE TANK j OF 100' INNER RIPARIAN MAT (TO BE REMOVED) i ZONE LINE ° B a 1 1 (TO BE REMOVED) I RD i (TYP. 4 PLACES) I 111 (TYP. 2 PLACES) 1 1 [' o I EXISTING ASPHALT PAVEMENT (TO BE 3 1 REMOVED) i o i - ------------ -- --- EXISTING ASPHALT I i ! o EXISTING OVERHANG f PAVEMENT (TO BE I I EXISTING OVERHEAD ru N EXISTINGSIGN "COREMASTAL" ID-\\, REMOVED) i CANOPY (TO REMAIN) EXISTING FREESTANDING m / I ID SIGN (TO REMAIN) WORK LINE TE LIMIT OF N ' cu EXISTING CONCRETE Z u W u u y m 4 1 _J - RC _;. O w CIVIL _ — o RR SPIKE 1- - PAD (TO BE REMOVED) m � (,•c 272 87' RR SPIKE ��%��+++..' v° FOUND _. _.. . FOUND P.O.B. • TING ENGINEERS* PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• Q - � , o z NORTH WALES. PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK N 85'00'50" E 0.00 P.L. u N g (215) 393-8300 SOUTHBORO, (516) 872-2000 a APPROXIMATE LIMIT OFJ a i w a u MA 01772 o �. o .STERLING, VIRGINIA WATCHUNG, NEW JERSEY m < m z ° (703) 709-9500 508 480-9900 GRAPHIC SCALE ( ) (908) 668-8300 a • WORK LINE m w w o m o PROJECT, AMERADA HESS CORPORATION TITLE: • - PROPOSED HESS EXPRESS 0 • u u DEMOLITION ----------------------------------- 10 0 5 10 20 40 ,- F 3 M - --- --- --`---- --------------- -- - z z z ASSESSOR'S MAP #34, LOT 442 z w 0 EXISTING GRANITE CURB-/ EXISTING GRANITE a v u a 295 DERBY STREET, CITY OF SALEM ESSEX COUNTY MASSACHUSETT PLAN o (TO BE REPLACED) CURBING (TO REMAIN) IN FEET ) w w w V-'S SCALE: H 1"=10' DATE: w 0 w w W.D . GOEBEL URSEY " 8i,4 D, SHEET No: 0 0 0 0 V NONE o I inch = 10 (L. N o N o o E d PRAWN BY: PROJECT No:DERBY STREET JSC WD. 1:O L CHECKED ELY: CPD I.D. a: o v o 4�o PROFE55IONAL ENGINEER 0F3m E GINEER LMD W010719SS9(A.K.A. ROUTE TA) aOF 13 cn 0 n MASSACHUSE TS LICENSE No. 426449CSE No. 36424 (F.K.A. WATER STREET) RHODE ISLAND LICENSE No. 7268 }� NSE No. 9308RLV. No. (PUBLIC-VARIABLE WIDTH R.O.W.) N MNEW HAMPSHIRE LICENSE No. 10280 V M9y E No. 7110 CONNECTICUT LICENSE No. 21854 '11dlONIUE 8408 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE 6 i PROPOSE TURE INTERPRETI UESIGN ZONING ANALYSIS TABLE (TYP. 2 PLACES) ZONE CRITERIA REQUIRED EXISTING PROPOSED � N 8p,ti PROPOSED BENCH (BENCHES ZONING DISTRICT CENTRAL DEVELOPMENT (B-5) DRILL HOLE 12"3p., TO MATCH SPECIFICATIONS FOUND ® MINIMUM LOT AREA 12,000 SF 17,603 SF NO CHANGE \ W T j 0.9' N v T PROVIDED BY CITY PLANNER,TYP. 2 PLACES) \ ,( a MINIMUM FRONTAGE 120 FEET= 110 FEET NO CHANGE PROPOSED CONCRETE BOLLARD AND CHAIN \ PROPOSED RAILING (RAILING p MIN. FRONT SETBACK 40 FEET** 3.8 FEET 3.8 FEET FENCE (FENCE TYPE AND STYLE TO BE TO MATCH SPECIFICATIONS REVIEWED AND APPROVED BY THE SALEM DRB -T srovE a 10 FEET AND SRD PRIOR TO CONSTRUCTIONS a \ -\ � 96•gs. ) MIN. REAR SETBACK *' 84.6 FEET 42.63 FEET P•C. PROVIDED BY CITY PLANNER PROPOSED 10' N ' RC4 CONCRETE WALKWAY MIN. SIDE SETBACK 10 FEET** 14.3 FEET 12.3 FEET PROPOSED 5' ' 10 �R S c DRILL HOLE MAX. BUILDING HEIGHT / ro _ 7p FEET/6 STORIES 12.7 FEET 19.7 FEET CONCRETE ETBgC a FOUND o SIDEWALK K A`E COVERAGE - PRINCIPAL BLDG. 50% 11.0 9.4 X >{ - OPEN SPACE N/A 47% 24% W - ` I \ \ 50'R o PARKING SPACES 12 N/A 8 - 1 I RC4 OAP 442 7•"1G"ou,A° PARKING CRITERIA 1/150 SF GROSS FLOOR AREA (GFA) rn , LO(ANDS OF LININ FENCE THEREFORE, 1660 SF/150 SF = 11.06 OR 12 SPACES REQ'D 0 W I GIBBS OIL COMPANY LIMITED PARTNERSHIP 0 9' X 19' PARKING SPACE (OFFSTREET) p D.B. 010745, PG. 390 I w \ 1n I 0 PROPOSED DECORATIVE AREA LIGHTS a SIGNAGE nQUMMEEM Z:, i 50'R L (AREA LIGHT TO MATCH SPECIFICATIONS FREESTANDING SIGNS *** MAXIMUM # ALLOWED NONE PROVIDED BY CITY PLANNER, TYP. 2 W = PLACES) (SEE SPECIAL LIGHTING NOTES --Zi BUILDING WALL SIGNS =_= MAXIMUM I ALLOWED NOT DEFINED \ _ ON SHEET /7) Y �_ O 20 R _ I a MAXIMUM AREA 1 SF PER LINEAR FOOT OF BUILDING RELOCATED 0 \ \_- MA DEP WEIGHTED I w FRONTAGE FACING A STREET CHAIN- LOT DEPTH SETBACK to FENCE LINK 15,R RC4 \ -\ LINE (42.63') I o z 3' WINDOW SIGNS *** MAXIMUM # ALLOWED NOT DEFINED \ y MAXIMUM AREA 20% OF WINDOW , �o 11.3' o - \ - SH I . J * 120 FEET PLUS, 20 FEET PER EVERY 2 PUMPS OVER 4 �ASPHALT 0 L I 0- ** 15 FEET FOR PUMPS PAVEMENT I 60.0' \ -- I ^ **' ANY/ALL PROPOSED SIGNAGE REQUIRE REVIEW AND APPROVAL THROUGH THE SALEM \ I DESIGN REVIEW COMMITTEE AND SALEM REDEVELOPMENT AUTHORITY. I3.0' I - GENERAL SITE NOTES H 1.I p PROPOSED �f 1,660 SO. FT. MTE APPLICANT: AMERADA HESS CORPORATION WOODBRID E, I HESS PLAZA MAP 34 HESS EXPRESS MAP 34 NJ 07095 LOT 441 PROPOSED "VAN _ LOT 443 N/F LANDS OF ACCESSIBLE" ' 5.0, - - - - - - 2. LOT SHOWN ON ASSESSOR'S MAP 134, LOT #442 IN THE CITY OF SALEM MASSACHUSETTS. GEORGE E. MAGUIRE. , (- - - - - - - , N/F LANDS OF TRUSTEE OF SOUTH RIVER REALTY TRUST HANDICAP PARKING -'; i �a= O JE.B. 9ROME R. SPG. 6 " " 4 . ., I PROPOSED 6 D.B. 9731, PG. 366 3. PROPERTY LINE AND INFORMATION TAKEN FROM A PLAN ENTITLED ALTA/AGSM LAND TITLE TOPOGRAPHIC SURVEY D.B. 7021, PG. 283 SIGN I I �I , I CONCRETE PREPARED BY CONTROL POINT ASSOC., INC., WATCHUNG, N.J., DATED JANUARY 22, 2001, SCALE: 1"= 10'. ALL PROPOSED CONCRETE ° / P t I I I N . ,': •. .. . ' I V TRANSITION CURB INFORMATION PROVIDED OUTSIDE OF THE SUBJECT PROPERTY LINES IS BASED ON VISUAL FIELD OBSERVATION AND AS WHEEL STOPS (TYP.) I I I ' ''.' �� O I SUCH, NOT TO SCALE. 0 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH EJ I THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT 1 WITH THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S 'HESS EXPRESS' TYP 3'R V I PK RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. ON LINE © � RC6 FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL -- ° RC4 (BLACK) I CONFORMANCE WITH LOCAL REGULATIONS AND CODES. CR iF EJ Sw 5. ALL WORK SHALL CONFORM TO THE CITY OF SALEM AND THE COMMONWEALTH OF MASSACHUSETTS HIGHWAY DEPARTMENT I CONSTRUCTION STANDARDS AS APPLICABLE, \ \ I \ *(8LACK) AIR6. ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL BE CONSTRUCTED IN ACCORDANCE WITH AMERADA HESS APPROXIMATE LOCATION - - -- - - - - - - I V CORPORATION SPECIFICATIONS, OF 100' INNER RIPARIAN a �� ® I 7. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH ZONE LINE \ E' I ❑ RC8 O I I i LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION, ALL UTILITY SERVICE (BLACK) �� ,R I CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN THE FIELD PRIOR TO THE 1 4 \ 1 STORY COMMENCEMENT OF CONSTRUCTION. \ -- - - - ---- --- - -- --- GG MASONRY BUILDING \ _ GOODYEAR 8. ALL UTILITY LOCATIONS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE CONDUITS, PRODUCT PIPING, ETC. PRIOR TO COMMENCEMENT OF EXCAVATION OF ANY TYPE. 8.0' \ I 9 ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL LOCATION. \ / \ \ I 10 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "DIG-SAFE" (1-888-344-7233) 72 HOURS PRIOR TO ANY 5,R � � (TYP.) O O I I \ �❑ 1 PROPOSED DOUBLE EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER & SEWER DEPARTMENTS TO MARK OUT THEIR PROPOSED 5' BP \ i ' I AREA LIGHT (TYP, 2 UTILITIES. ---- - --------- CONCRETE ;,, � -- I PLACES) SIDEWALK \ - Iw 11. THE LIMITS OF WORK SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION OR SITE - - ----------`---- - ' EXISTING 326' CANOPY H CLEARING. I RC6 ❑❑ ^ J \ 12. ALL CONCRETE AND BITUMINOUS PATCH AREAS TO MATCH EXISTING GRADES. TYP EP I RC8 ' 00 I \ \ PROPOSED CATCH BASIN 13. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH O.S.H.A. REQUIREMENTS. ( ) (TYP. 4 PLACES) 14. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 28.8' � l - - -- it{ � :,;�- I 15. CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS, V1 1EXISTING I 'I O ® AS WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, 1;' iCANOPY CF CF 1 16. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE "ENGINEER OF RECORD" IS EJ COLUMNS I STRICTLY PROHIBITED. 1 APPROXIMATE LOCATION 17. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERSEDE IN ALL CASES. NOTIFY ENGINEER OF (TYP.) (np) i I OF 100' INNER RIPARIAN 40' FRONT SETBACK LINE) EP ZONE LINE RECORD OF ANY CONFLICTS. 24 3 P + R _ 11 0 i 18. ALL FEATURES NOT LABELED AS "NEW", "PROPOSED", OR "TO BE REMOVED" SHALL BE CONSIDERED TO BE "EXISTING TO RC4 1 U CONCRETE TO BE I r_ REMAIN". 8" IN OVERLAPPING { I AREAS SPECIAL SITE NOTES 5.0' o !7 " PROPOSED DRAINAGE 1 MANHOLE (TYP. 2 I 1. WORK SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:00 PM AND 8:00 AM (THE FOLLOWING DAY) ON WEEKDAYS 3 e I i PLACES) I FOR AT ANY TIME ON SUNDAYS AND/OR HOLIDAYS. 2. ALL WORK SHALL COMPLY WITH THE CONDITIONS OF THE WETLANDS & FLOOD HAZARD DISTRICT DECISION (DATED 1 PROPOSED 4 X 12 CONCRETE t I' W ISLAND WITH MULTI-PRODUCT t 5/7/02) ISSUED BY THE SALEM PLANNING BOARD, THE CONDITIONS OF THE VARIANCE/SPECIAL PERMIT (DATED • o RC5 3 I 11/14/02) ISSUED BY THE SALEM ZONING BOARD OF APPEALS ORDER OF CONDITIONS (DATED 6/27/02) ISSUED BY THE M CC i DISPENSER (TYP. 4 PLACES) � I (TYP) � o SALEM CONSERVATION COMMISSION, THE CONDITIONS OF THE SPECIAL PERMIT (DATED 4/9/02) ISSUED BY THE SALEM p I uT 1 ---------_-- } BOARD OF HEALTH, THE SALEM FIRE DEPARTMENT, AND THE SALEM BUILDING DEPARTMENT. PROPOSED _ _ f 0'R a _ p _P ® I TO ---------WALK 3• AS-BUILT PLANS, STAMPED YREGISTERED PROFESSIONAL ENGINEER, SHALL BE SUBMITTED TO THE PLANNING AND GONE. SIDEWALK �]'� LA S, ST 8 A I HANDICAP -- --- - -- -- ---- - -- - - - - ----- ------ ------- o /; Y ENGINEERING DEPARTMENTS PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. RAMP (1:20) 15' GASOLINE DISPENSER SETBACK LINE oN ID S=ICES EP I Z N caAstu' 117 FOR ADDITIONAL DISPENSING �;I �I d B PROPOSED STOP BAR AND rn AREA INFORMATION DIMENSIONS i'T' :i v s flit, PAINTED STOP" SIGN REFER TO SHEET X13 <'T i < (TYP. 4 PLACES) (TYP. 2 PLACES) o RR SPIKE 3 R m _-___-_--_- _--_-__ FOUND ~ P.O.g EXISTING REMAIN SIGN uN F z In - N YL �_ . _ m , ¢ ,n �n ,n ,n in 1 1 FOUND 1'R o 0 n PROPOSED 48.8' CONIC. MAT a 0 RR SPIKE ( ) EN1NI � � Q�� w -CIVIL & CONSULTING ENGINEERS- PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- a •~ v 110.00 P.L. o ❑ o z ( 352 TURNPIKE SOUTHBOROOMA 01772 105 (st6) en-NEW N 85 00'50 E U 0 o w NORTH WALES. 393E8300 PENNSYLVANIA VALLEY STREAM, NEW YORK ❑ ti o E STERLING, VIRGINIA 2000 PROPOSED CONCRETE BOLLARD AND CHAIN WATCHUNG, NEW JERSEY 3 CONIC. SIDEWALK PROPOSED EDGE OF BRICKS CONC. SIDEWALK a z o PARKING CONC. APPROACH FENCE (STYLE AND TYPE TO BE REVIEWED o w 0 o (703) 709-9500 (508) 480-9900 (908) 668-8300 GRANITE oMETER AND APPROVED BY THE SALEM DRB AND 0 4•TREE CONIC. APPROACH 4' TREE GRAPHIC SCALE 0 = 0 W AMERADA HESS CORPORATION 4' TREE • SRD PRIOR TO CONSTRUCTION 4' TREE CURB • • 0 o ❑ PROJECT: TITLE: ------ - -------------------------------------- z PROPOSED HESS EXPRESS LH� '° 6 '° 2° .D - z SITE PLAN DEP CURB GRANITE cuee DEP cuee z = z ASSESSOR'S MAP #34, LOT X442 m g z z 295 DERBY STREET, CITY OF SALEM INLET EXISTING 24.0' DRIVEWAY BOLLARD OT•P1 L DOUBLE PARKING METER EXISTING 24.0' DRIVEWAY w 0 ` ESSEX COUNTY MASSACHUSETTS (TO REMAIN) (TO REMAIN) MH yW IN FEET ) a a o a o pq v SCALE: H 1"=10' DATE: ❑ ❑ w w w W.D . GOEBEL S. �0 4 ' IRSEY (V) NONE 8/14/01 SHEET No: 1 inch = 10 Jt. w w a w a a o MH sw C APPLICANT IS RESPONSIBLE FOR N E o� S EPHEN y DRAWN BY: PROJECT No: a S T R� E T ° S P. G JSC W010719 =vC THE REPAIR AND/OR REPLACEMENT SCO OF ANY DAMAGE, (CURBS, O CHECKED BY: CAD I.D. #: (A.K.A. ROUTE 1A) SIDEWALKS, ETC.) OFF-SITE CAUSED o o N oHUSET 4 S No. 36424 LMD W010719SS9 OF 13 a N 0 n, o 0 o PROFESSIONAL ENGINEER P OF AL N EER O (F.K.A. WATER STREET) DURING CONSTRUCTION o e " MASSACHUSETTS LICENSE No. 42644 M % No. 7268 (PUBLIC-VARIABLE WIDTH R.O.W.) O o CONNEC CUTRHODEOLICENSEENo. 21854 iPB F� 08 No. 9308 REV. No. NEW HAMPSHIRE LICENSE No. 70280 v E 7110 CONSTRUCTION CHECK DATE v °' MAINE LICENSE No. 9490 i GRADING NOTES : 1. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHY AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE 0.75% MIN. SLOPE AGAINST ALL GUTTERS TO PREVENT PUDDLING. ANY DISCREPANCIES SHALL BE PROVIDED TO THE ENGINEER IN WRITING IMMEDIATELY. 8p•� DRILL HOLE I 1 1230•• w �O 2. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED FOUND I T T Iy� INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR ON N I ` � � ` �f 1 ' �T EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICES CONNECTION POINTS SHALL BE _ �l CONSTRUCTION.CONFIRMEDEALL DISCREPANCIES SHALL PENDENTLY BY THE ABEOREPORTED R IN DIMMEDA IPRIOR MMEDIATELY WRING TOHE MTHE ENGINEER. Y CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST POINTS. CROSSINGS WITH EXISTING 76 51 ` UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF -- _,, ` 96.56• P CONSTRUCTION. � L, 6.75 __- 1 ` 3. THE SUITABILITY OF EXCAVATING MATERIAL FOR USE AS BACK FILL SHALL BE DETERMINED BY THE ENGINEER. cb - _ DRILL HOLE t- ` 1 FOUND 4. SUB BASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER 10 UNSUITABLE MATERIALS. SHOULD SUB BASE BE DEEMED UNSUITABLE, SUB BASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED TO 95% OPTIMUM DENSITY (AS DETERMINED BY \ MODIFIED PROCTOR METHOD). I 6.75 �` 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE MAP 34 / REQUIREMENTS OF AMERADA HESS CORPORATION AND THE STANDARDS OF THE LOCAL GOVERNING I LOT 442 // ° `\ AUTHORITY. N/F LANDS OF / GIBBS OIL COMPANY LIMBED PARTNERSHIP / -_ ° \ B. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. THE D.B. 010745, PG. 390 / - CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE / MATERIALS AND REPLACING WITH SUITABLE MATERIALS. ALL EXCAVATED OR FILLED AREAS SHALL BE / / COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER A.S.T,M. TEST D-1557. MOISTURE / CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. CONTRACTOR DMH 12 - / SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED SOILS ENGINEER, REGISTERED IN THE AREAS WITHIN THE AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND RIM= 7.53 ,,9 // _ _ SPECIFICATIONS AND THE REQUIREMENTS OF AMERADA HESS CORPORATION. 10.61 9 / / 8 GRADING LEGEND : 10 10.67 // 61 EXISTING CONTOUR & ELEVATION 0 10.67 / EXISTING ELEVATION I � 58 PROPOSED FINISH GRADE CONTOUR & ELEVATION TC 61.05 • I BC 60.55 PROPOSED TOP OF CURB & FINISHED GRADE ELEVATION � / v IS 146.90 \\� PROPOSED BS 146.23 PROPOSED TOP OF SIDEWALK & FINISHED GRADE ELEVATION 1,660 SO. FT. / 10.02 MAP 34 HESS EXPRESS MAP 34 LOT DSO a. 7 LOT 443 T.O.I. 10.43 NRG LANDS OF 10.57 --_____ 10.61 N/F LANDS OF B.0.1. 9.90 PROPOSED TOP OF ISLAND & FINISHED GRADE ELEVATION GEORGE E.RIVEMAGR RE, ., :_ 9.40 JEROME R. SOUSq JR. 145.85 PROPOSED SPOT GRADE TRUSTEE OF SOUTH RIVER REALTY TRUST C C 10.20 D.B. 7021, PG. 283 r • •L•- O.61 /F' ' 9 93 MATCH EXIST D.B. 9731, PG. 366 I 1 I •:.: I : •• L- 1os7 IISS� . - : ;.. .P 1 �� + • '` 6' TRANSITION CURB - PROPOSED DIRECTION OF RUN-OFF � • o 10.67 � 10.67 / F I PK NAIL - --_ TS 10.61TC 10.35 I "� FOUND BS 10.11 BC 9.65 i ON LINE \ I -_-� ° T I TS 10.57 TS 10.57 \ 10.14 1 BS 10.24 BS 10.07 I I ~ \ ` TS 10.50 I 10.12 / 1 1 TC 10.15 \ I \ ` I BC 9.65 j r 10.05 ----- ------ -- - - -- - \ - TC 10.17 TC 9.90 11 ® BC 9.67 / 9.76 / \ BC 9.40 TC 10.40 = I 41 z / I CB 3 TC 10.40 WI �` _ I RIM= 9.20 BC 9.90 0l ------------ `` -- = 1 / I I I 9.87 I I APPROXIMATE j 9.70 "__.___ LOCATION OF 100' I I ------ --- ---- ----_ _ 1 INNER RIPARIAN ZONE LO.I. 10.43 i T.O.I. 10.43 I T.0.1. 10.43 9 45 I LINE 90 B.O.I.B.O.I. 9.82 9. I I HIGH POINT I TC 10.48 I 9.75 9.58 1 BG 9.98 P + R a 1 o P + R I T.O.I. 10.43 1 T.O.I. 10.43 I v1 I B.O.I. 9.85 B.O.I. 9.93 18.0.1. 9.85 TC 10.36 1 HIGH POINT j / BC 9.86 I �� I 10.03 9.86 9.80 1 RIDGE LINE I __-----�_ ___ ---____- RIDGE LINE- DMH III 1 / a T.O.I. 10.43 T.0.1. 10.43 I T.O.I. 10.43 1 / RIM= 9.81 1 O M CB #1 B.O.I. 9.85 (\ r- B.O.I. 9.93 B.O.I. 9.85 3 % RIM= 9.47 \f I CB /4 o / o I �� RIM= 9.45 I(0 P + R I a + R - / i o o // 10.10 T.0.1. 10.43 I T.0.1. 10.43 I T.0.1. 10.43 GE 014 Z 1°/ Cu // �p TC 9.98 B.C.). 9.82 ' B.O.I. 9.90 i B.O.I. 9.82 R\0 �YY / BC 9,65 I / RIDGE LINE 9.87 i �� / RR SPIKE - ----------- 055 TC 9.66 9.70 --__----__ -fCZ019 �__ / r m m l l 9,70 I RR SPIKE n a FOUND BC 9.63 I BC 9.87 // FOUND P.O.B. z w 12 c o MATCH EXIST w -CIVIL & CONSULTING ENGINEERS- PROJECT MANAGERS - ENVIRONMENTAL & SITE PLANNERS , MUNICIPAL ENGINEERS- a •� �� , -- o ow ' NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK N 85 00 50 E TC 1D.11 0.00 P.L. Now (215) 393-8300 50UTHBORO, _ TC 10.29 o U (516) . NEWJER a, TC 10.00 o a .- o STERLING, VIRGINIATC MA 01772 WATCHUNG, NEW JERSEY BC 9.61 a 3 m w ¢ U (703) 709-9500 (508 480-9900 (908) 668-8300 a BC 9.71 MATCH EXIST. FBC 9.50 GRAPHIC SCALE m w a AMERADA HESS CORPORATION o MATCH EXIST, MATCH EXIST. . r} MATCH EXIST. F ' PROPOSED HESS EXPRESS 0 PROJECT; TITLE: ------------------------------------ 10 0 5 10 20 40 z Z' - I ---------- TC 9.85 z w z o ASSESSOR'S MAP #34, LOT #442 GRADING PLAN g z w 295 DERBY STREET, CITY OF SALEM BC 9.76 a ° W ESSEX COUNTY MASSACHUSETTS o IN FEET ) o D W a. w w E 11 A GOEBEL S Qr�SK RSEY (V) NONE 8�14�07 SHEET No: MATCH EXIST. w w O w o u SCALE: H t"=10' DATE: DRAWN BY: PROJECT No: p p w p � V C 1 inch = 10 ft. w w a w o. a E DER'B A STREEET O� '" JSC W010719 4 (A.K.A. ROUTE tA) u- m-1 CHECKEDBY: W01D0 19SS9 o \ o PROFESSIONAL ENGINEER RO�j&S3AL EN IHUS No.E36aza OF 13 (F.K.A. WATER STREET) N n RHODE ISLAND LICENSE No. 7268 SE No. 9308 REV. Noo \ n MASSACHUSETTS LICENSE No. 42644(PUBLIC-VARIABLE WIDTH R.O.W.) CONNECTICUT LICENSE No. 21854 N . 7NEW HAMPSHIRE LICENSE No. 10280 No. 7110 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE 6 i 0 i a _ INV. OUT= 5.35 GENERAL UTILITY NOTES \ \ \ N 80.1~ I. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND DRILL HOLE S o �j MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO FOUND \ COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND 0.9' N \ \ \ ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY \ \ \ 1 T T t A BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. \ \ 1 V�l ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. p ` \ CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF ` \ \ 9 CONNECTION) AND PROGRESS UP GRADIENT, INTERFACE POINTS (CROSSINGS) WITH a \ wake 6.56. EXISTING UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR \ \ P•C. TO COMMENCEMENT OF CONSTRUCTION. \ \ \ INV. OUT= 5.50 2. REFER TO SITE PLAN (SHEET /3) FOR ADDITIONAL NOTES, ro \ \ DDRRIILL HOLE 3. REFER TO CONSTRUCTION DETAILS PLAN FOR GRADING AND YARD DETAILS. �i 0 ` \ 4. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERCEDE \ IN ALL CASES. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS. 5. ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL BE CONSTRUCTED o IN ACCORDANCE WITH AMERADA HESS CORPORATION SPECIFICATIONS. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "DIG SAFE" (1-888-344-7233) MAP 34 \ 0 72 HOURS PRIOR TO ANY EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOT 442 \ LOCAL WATER d SEWER DEPARTMENTS TO MARK OUT THEIR UTILITIES. N/F LANDS OF o GIBBS OILCOMPANY 745, PG390 0 �`\ SPECIAL UTILITY NOTES 1. ALL UTILITY INSTALLATIONS SHALL BE REVIEWED AND APPROVED BY THE CITY ENGINEER DMH 1 RIM= TBD PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. APPLICANTS SHALL PROVIDE THE CITY INV. IN= 5.83 PROPOSED UNDERGROUND o ENGINEER WITH EXISTING AND PROPOSED LOCATIONS AND SIZED OF ALL UTILITIES (WATER, INV. OUT= 5.79 0 NATURAL GAS SERVICE N SEWER, GAS, ETC.) o_ CO CO 0 55'-6" PVC S=.01 MIN. N V r s J - EW/ THRUST BLOCK (TYP) r v IUD cc PROPOSED 1 1/2" PVC WATER UNE 30'-6" PVC S=.01 MIN. (CONNECT TO EXISTING, CONTRACTOR TO VERIFY SIZE, TYPE, AND LOCATION OF UTILITY LEGEND I EXISTING WATER SERVICE PRIOR TO PROPOSED 6" SANITARY SEWER SERVICE CONSTRUCTION AND RE-USE TO THE (CONNECT TO EXISTING, CONTRACTOR TO R 3 30'-6" PVC S=.01 MIN. " GREATEST EXTENT POSSIBLE VERIFY SIZE AND LOCATION OF EXISTING PROPOSED I ) - - - - w - - - - APPROXIMATE LOCATION EXISTING UNDERGROUND WATER LINE SANITARY SEWER SERVICE AND RE-USE 1,660 SO. FT. MAP 34 TO THE GREATEST EXTENT POSSIBLE) HESS EXPRESS p I H MAP 34 = _ _ _ - _ _ = EXISTING SANITARY SEWER LOT 441 T LOT 443 N/F LANDS OF - - - - - - - I N/F LANDS OF - - - -G- - - - APPROXIMATE LOCATION EXISTING UNDERGROUND GAS UNE GEORGE E. MIGORE, m I f - - - - - - 1 I e..._.' a --. ,. O STORMWATER QUALITY JEROME R. SOGSA JR. off EXISTING POWER POLE & OVERHEAD ELECTRIC LINES TRUSTEE OF SOUTH RIVER REALTY TRUST R 4 . '� UNIT ,2 D.B. 9731, PG. 366 D.B. 7021, PG. 283 �---� ' PROPOSED UNDERGROUND I I ELECTRICAL AND TELEPHONE I I I ' '!.' •.f I L RIM= 10.00 - - - - E- - - - APPROXIMATE LOCATION EXISTING UNDERGROUND ELECTRIC LINE SERVICE (CONNECT TO CO I H ` �;�. .'t I I INV, IN= 5.78 EXISTING) 1 f I O I I INV, OUT= 5.78 - - - -T- - - - APPROXIMATE LOCATION EXISTING UNDERGROUND TELEPHONE LINE o I EXISTING YARD LIGHT �RK NAIL FOUND EXISTING UTILITY POLE u LINE w - w i ® EXISTING CATCH BASIN �- - W PROPOSED WATER UNE O T G /4 0° I M I t PROPOSED GAS MAIN STORM TAW ER QUALITY i ® - ® Q 1 i / LIGE&T - PROPOSED UNDERGROUND ELECTRIC/TELEPHONE SERVICE UNIT /1 G, / j (N0. k SIZE OF CONDUITS NOT DEFINED) RIM= TBD O I i �-�� PROPOSED SANITARY SEWER LINE INV. IN= 6.42 ~� / I INV, OUT= 6.42 O ------ ---- ----- - - - - i I I C00 PROPOSED CLEANOUT 11'_8" / I� RCP S;,OI L- ` ❑o 00 RIM= 9.20 NOTE: INV. IN= 6.00 INV. OUT= 5.96 CONTRACTOR TO CONFIRM CB/ 1 -- - - -- _----- ____- - I I I EXISTING UTILITY LOCATIONS RIM= 9.50 �� i � - I It PRIOR TO CONSTRUCTION. INV, OUT= 6.49 f / ❑E I II APPROXIMATE 00 LOCATION OF INNER RIPARIAN CO y - -----�/ ell 1 �- /ZONE UNE 1 II 1 INV= 6.89 NOTE: ALL SANITARY SEWER PIPING WITHIN 10' OF 29'-4" D4 S=.01 II THE PROPOSED BUILDING FOUNDATION SHALL A / CO I BE CAST IRON AS PER MASSACHUSETTS PLUMBING CODE REQUIREMENTS. O P + R o o p + R 0 `f INV= 6.60 I II w II LI f v 1 (TYP. 4 PLACES) I I II I �` I Y DMHj 2% B I RIM= 9.81 INV. IN (A)= 6.22 CO 1 s �p0`5 / A 0 INV. IN (B)= 6.18 I INV= 6.72 1 0 i 3 INV. OUT= 6.14 'v (� 1: 40'-4" D4 S=.01 --- - ------------ cel a ` 0 I // RIMi CB 3 \� / Cu INV. OUTLIT== 6.89 I 1 RIM= I 9.45 ov 1 i INV. OUT= 6.27 m 1 1 ELECTRICAL 1 SERVICE I I _ ('meq � - RRSPIKE 1-��------------------ RRFOUIND I P.O.B, I ~ z m BIOILEP � \'�l� �i. EPUN�`A,o �� c z - o N "CIVIL & CONSULTING ENGINEERS* PROJECT MANAGERS - ENVIRONMENTAL & SITE PLANNERS - MUNICIPAL ENGINEERS• • ' �' O.00' P.L. o U z NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK N 85 00 50 E I v o u (215) 393-8300 MA 01772 (516) e72-2000 a ---- E----- E----- E----- E----- E----- E----- E--_.-- E----_ II ¢ N SOUTHBORO, E---- E o - o ME STERLING, VIRGINIA WATCHUNG, NEW JERSEY 3 a 3 m w ¢ (703) 709-9500 (508) 480-9900 (908) 668-8300 3 �, n �� GRAPHIC SCALE m o m o PROJECT: TITSS LE: } AMERADA HESS CORPORATION N f-------- 0- • ----- -------------- - -------- 10 o s o ao 4o Z W W Q AS�ES�OR�SHMAP #34ESS , LOT #442 DRAINAGE AND w IM Im in T g - - 295 DERBY STREET, CITY OF SALEM UTILITY PLAN z O I PROPOSED NATURAL GAS SERVICE a u v a ESSEX COUNTY MASSACHUSETTS o (CONTRACTOR TO VERIFY LOCATION OF w w w SCALE:(H) o EXISTING GAS MAIN PRIOR TO SGu1E: H 1"=10 DATE: ( IN FEET ) SHEET No: CONSTRUCTION) - - 1 inch = 10 IL. In a N a a E • G 0 E B E L S S P AGN R S EY DRAWN NONE PROJECT No: 3 DERBY STREET _ _ _ �3 o eCOU JSC W010719 O CHECKED BY: CAD I.D. �: w _ _ - - - LMD WO10719SS9 J -- _- - --- -- -- _- -- -- (A.K.A. ROUTE 1A) _ _ _ _ _ _ - - - - - - -- m o a o 0 o PROFESSIONAL ENGINEER P O�FFIff�9��4A� N NEER OF 13 N '- - o MASSACHUSETTS LICENSE No. 42644 I(if4J No. 36424 _ _O_ _ -_ - _-. - - - - - -- - - -- - �F•K' �� E N o RHODE ISLAND LICENSE No. 7268 6e E No. 9308 REV. No. N (PUBLIC-VARIABLE WIDTH R.O.W.) m O CONNECTICUT LICENSE No. 21854 �Owt 408 5 NEW MANE LICENSE ENoIC949E0 No. 10280 VER No. 7110 6 CONSTRUCTION CHECK DATE i 0 i LANDSCAPE SCHEDULE i KEY 9IY BOTANICAL NAME COMMON NAME S17F ROOT BT 14 BERBERIS THUNBERGII JAPANESE BARBERRY 30-36" #5 CAN CK 3 CORNUS KOUSA KOUSA DOGWOOD 8'-10' B+B PLANTING NOTES : EFEN 5 EUONYMUS FORTUNEI 'EMERALD-N-GOLD' VARIEGATED WINTERCREEPER 15-18" #3 CAN �� IGC 15 ILEX GLABRA COMPACTA DWARF INKBERRY HOLLY 24-30" #'5 CAN 8p•12'3 . SO PF 1 PINUS FLEXILIS LIMBER PINE 6-7' B+B 1. PLANT MATERIAL SHALL BE FURNISHED AND INSTALLED AS INDICATED; INCLUDING ALL LABOR, DRILL HOLE 0 ' TI v, MATERIALS, PLANTS, EQUIPMENT, INCIDENTALS, AND CLEAN-UP. FOUND ( PJC 4 PIERIS JAPONICA COMPACTA DWARF JAPANESE ANDROMEDA 30-36" B+B 0.9' PM 3 PSEUDOTSUGA MENZIESII DOUGLAS FIR 6-7' B+B 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT CORRECT GRADES AND ALIGNMENT. / T j PT 1 PINUS THUNBERGIANA JAPANESE BLACK PINE 7-8' B+9 LAYOUT TO BE APPROVED BY OWNERS REPRESENTATIVE PRIOR TO INSTALLATION, OR 2 QUERCUS RUBRA RED OAK 2 1/2-3" CAL. B+B 3. PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY; HAVE NORMAL GROWTH HABITS; WELL RR 8 ROSA RUGOSA JAPANESE SHORE ROSE J(3 CAN CONTAINER DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE FROM DEFECTS 96.56' TCG 1 TILIA CORDATA 'GREENSPIRE' GREENSPIRE LINDEN 2 1/2-3" CAL. B+B AND INJURIES. 1 PF p•t. TOT 5 THUJA OCCIDENTALIS 'TECHNY' TECHANY ARBORVITAE 5-6' B+B 4. CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE 5 RR GROWTH OF PLANT MATERIAL. 1 CK VFC 15 VIBURNUM TRILOBUM 'COMPACTUM' COMPACT AMERICAN CRANBERRYBUSH 24-30" B+B 3 PM IF ANY DISCREPANCIES OCCUR BETWEEN AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PUN SHALL DICTATE. 5. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN VIGOROUS GROWING DRILL HOLE CONDITION. PROVISION SHALL BE MADE FOR A GROWTH GUARANTEE OF AT LEAST ONE YEAR + ` FOUND FROM THE DATE OF ACCEPTANCE FOR TREES AND SHRUBS. REPLACEMENTS SHALL BE MADE AT THE BEGINNING OF THE FIRST SUCCEEDING PLANTING SEASON. ALL REPLACEMENTS SHALL HAVE + �1 NOTE: CONTRACTOR TO INSTALL ONE FROST PROOF LAWN A GUARANTEE EQUAL TO THAT STATED ABOVE. HYDRANT AS SHOWN FOR IRRIGATION PURPOSES. 7 VTC ` \ 6. INSOFAR AS IT IS PRACTICABLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THIS IS NOT POSSIBLE, THE CONTRACTOR SHALL PROTECT STOCK NOT PLANTED. \\ PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. + - ANY PLANTS NOT INSTALLED DURING THIS PERIOD WILL BE REJECTED. MAP 34 2 BT 0 LOT 442 \ 7. QUALITY AND SIZt OF PLANjS SPREAD OF ROOTS, AND SIZE OF BALLS SHALL BE IN ACCORDANCE + N/F LANDS OF WITH ANSI 260 REV. 1980) AMERICAN STANDARD FOR NURSERY STOCK AS PUBLISHED BY THE 0 O GIBBS OIL COMPANY LIMITED PARTNERSHIP \ AMERICAN ASSOCIATION OF NURSERYMEN, INC. D.B. 010745, PG. 390 I B. ALL PLANTS SHALL BE PLANTED IN AMENDED TOP SOIL THAT IS THOROUGHLY WATERED AND TAMPED AS +` SMALL ANGULAR BACK FILLING PROGRESSES. PLANTING MIX TO BE AS SHOWN ON PLANTING DETAILS. LARGE PLANTING GRAY BOULDER AREAS TO INCORPORATE FERTILIZER AND SOIL CONDITIONERS AS STATED IN PLANTING SPECIFICATIONS. I TCG (TYP.) • 1 CK 9. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR 3 IGC 5 BT BREAK BRANCHES. PLANTS SHALL BE HANDLED FROM THE BOTTOM OF THE BALL ONLY. 04' IGC 4' DIAMETER PINE + 10. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL BARK MULCH + + AC PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. 4 IGC SMALL ANGULAR TREE PIT (TYP.) + ALL PLANT MATERIAL SHALL BE SPRAYED WITH 'WILT-PROF' OR EQUAL AS PER MANUFATURER'S INSTRUCTIONS. GRAY BOULDER (TYP.) i 11 SOTRUCTURESXANDTSIDEQWA LKS.COVERS, SHALL BE PLANTED LESS THAN TWO FET FROM EXISTING • 31CC 3 RR + 12. SET ALL PLANTS PLUMB AND STRAIGHT. ST AT SUCH LEVEL THAT, A NORMAL OR NATURAL RELATIONSHIP TO THE CROWN OF THE PLANT WITH THE GROUND SURFACE WILL BE ESTABLISHED. LOCATE PLANT IN THE 0 1 CK / 1 a CENTER OF THE PIT. 5 VTC 1PT / 13. ALL INJURED ROOTS SHALL BE PRUNED TO MAKE CLEAN ENDS BEFORE PLANTING UTILIZING CLEAN, r' SHARP TOOLS. IT IS ADVISABLE TO PRUNE APPROXIMATELY 1/3 OF THE GROWTH OF LARGE TREES (2 CALIPER AND OVER) BY THE REMOVAL OF SUPERFLUOUS BRANCHES, THOSE WHICH CROSS 7 BT + " 4' DIAMETER PINE THOSE WHICH RUN PARALLEL, ETC. MAIN LEADER OF TREES WILL NOT BE CUT BACK. LONG SIDE + BARK MULCH BRANCHES, HOWEVER, MUST BE SHORTENED. + + TREE PIT (TYP.) 14. EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL + J��c'� 1 OR 24—PROPOSED SODDED LAWN PRACTICECLEANTOP RES RVS,E NATURAL CHARACTER OF PLANT, PRUNING SHALL BE DONE WITH + + PROPOSED + TO 1,660 SQ. FT. 5 TOT 15. TREES SHALL BE SUPPORTED IMMEDIATELY AFTER PLANTING. ALL TREES SIX (6) INCHES MAP 34 3 ICC HESS EXPRESS MAP 34 AND OVER IN CALIPER SHALL BE GUYED. SMALLER TREES SHALL BE STAKED. GUYING WIRES LOT 441 + LOT 443 AND STAKES SHALL BE INSTALLED AS INDICATED. THE LANDSCAPE CONTRACTOR SHALL REMOVE H �' STAKING, GUYING h TREE WRAP AT THE END OF THE ONE YEAR MAINTENANCE � GUARANTEE PERIOD. N/F LANDS OF r ------------- N/F LANDS OF GEORGE E. MAGUIRE, • 1 F 1 I ..___.' a _ JEROME R. SOUSA, JR. 1 OR I T ; r t ' , D.B. 9731, PG. 366 16. THE TRUNKS OF ALL TREES SHALL BE WRAPPED AS SOON AS POSSIBLE AFTER PLANTING TRUSTEE OF SOUTH RIVER REALTY TRUST u ACCORDING TO STANDARD PROCEDURES AND AS INDICATED. D.B. 1021, PG. 283 0 • 1 I 1 I 1 .• , ,', ;•. II II H ' , . .':•::�.;` 17. ALL PLANTING BEDS SHALL BE MULCHED WITH 3" LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH. 1e I 18NEW THE PROPOSEDAPLANTS AND LAWN.REAS AND SOD ALL BE ADEQUATELY IRRIGATED OR WATERED TO ESTABLISH / • I PK NAIL 19. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE AS I ;�,A FOUND SHOWN ON THE APPROVED LANDSCAPE PLAN MUST BE INSTALLED, INSPECTED AND APPROVED BY THE ON LINE ESTHE EAND NGINEER ARCHITECT SH TAINTO ACCOUNT SEASONAL CONSIDERATIONSIN THIS REGARD ASFOLLOWST E PLANTING 1 OF TREES, SHRUBS VINES OR GROUND COVER AS REQUIRED BY OR ASSOCIATED WITH A SUBDIVISION OR SITE PLAN APPROVAL BY THE PLANNING BOARD OR ZONING BOARD OF ADJUSTMENT T I SHALL BE INSTALLED DURING THE FOLLOWING PLANTING SEASONS: I ` I / TYPE DATES PLANTS 3/15 TO 12/15 —® --- -- --- - -- --- - - - \® j LAWN 3/15 TO 6/15 / I 9/15 TO 12/1 5 [FEN �\ F] O I FURTHERMORE, THE FOLLOWING TREE VARIETIES SHALL NOT BE PLANTED DURING THE FALL PLANTING SEASON DUE TO THE HAZARDS ASSOCIATED WITH PLANTING THESE TREES IN THIS --- --- --- -- --- - --- I SEASON. ACER RUBRUM POPULUS VARIETIES BETULA VARIETIES ` / I CARPINUS VARIETIES PYRUS VARIETIES CRATECUS +1 ❑� 00 j KOELREUTERIARIETIES SALIXCUS WEEPING VARIETIESVARIETIES TILIA LIRODE DRON TUIIPIFEIRAUA A ZELKO MENTOSA VARI TIES _- ---- = - ------ —- I PLATATNUS ACERFOLIA —-------- - -`----—\ _ ANY PLANTINGS INSTALLED IN CONFLICT WITH THIS REQUIREMENT MUST RECEIVE THE WRITTEN APPROVAL OF THE CITY ENGINEER OR LANDSCAPE ARCHITECT PRIOR TO PLANTING. FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL REQUIRE THE R)MOVAL OF THE PLANTING IN QUESTION. THIS REQUIREMENT DOES NOT APPLY TO SEEDING OR SODDING OR PLANTINGS 00 ` SPECIFICALLY FOR SOIL STABILIZATION PURPOSES. THE PLANTING ASSOCIATED WITH ANY / LOT GIVEN A CERTIFICATE OF OCCUPANCY OUTSIDE THESE PERIODS SHALL BE PROVIDED DURING THE PREVIOUS OR NEXT APPROPRIATE SEASON. --- -' 1 I ® I 20. ALL DISTURBED AREAS TO BE TREATED WITH 4" TOP SOIL AND MUCHED OR SODDED AS SHOWN iI O AND SPECIFIED ON THE LANDSCAPE PLAN, SPECIAL PLANTING NOTES : I LJ I 1. TREES SHALL BE A MINIMUM OF 3 1/2 INCH CALIPER AND WITH A MINIMUM HEIGHT OF EIGHT I Cie) (8) FEET, OR AS INDICATED ON THE LANDSCAPE SCHEDULE. 2. APPLICANT SHALL SUBMIT A FINAL LANDSCAPE PLAN FOR REVIEW AND APPROVAL TO THE CITY i � � /•- PLANNER. 3 I O 1 1 1 � I }} v � I � ANNUAL MIX (SEASONAL BY I � o OWNER / OPERATOR) 4C;]0ea) pLLaa 40 C �J4�d0�[ D G�OG3 ' Z N I 1 O I O I ^ti$7J) N O N ' o BORLER ENGINEERING, RR SPIKE RR SPIKE z o P.O.B. w IVIL & CONSULTING ENGINEERS- PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS* FOUND FOUND z w K r�r��.� �» >•��_»�__� �� . -� - O a z NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK a N 85'00'50" E 110.00 P.L. p g (215) 393-8300 SOUTHBORO, MA 01772 (516) B72-2000 p a p s STERLING, VIRGINIA WATCHUNG, NEW JERSEY v a 3 m w ° (703) 709-9500 (508) 4B0-9900 3 GRAPHIC SCALE p w c9oe) 668-8300 3 m w(t u w o o PROJECT; AMERADA HESS CORPORATION TITLE: 00 zO z z Z E < ASSESSOR'SED HMAP EXPRESS4, LO #442 LANDSCAPING PLAN ------- ------------------- 10 o s m so 40 - m - - rn = n a o - u 295 DERBY STREET, CITY OF SALEM .:... J J Z Z 1=11 JC3 N _ ESSEX COUNTY MASSACHUSETTS w w o w w Z SCALE:(H) 1"-10' DATE: rn o EXISTING TREE TO REMAIN a s a W y, V V NONE ( IN FEET ) p p W p w w 11 •� • GOEBEL S �.� RSEY ( ) 8/14 01 SHEET N0: i PROTECT DURING N E s p a DRAWN BY: PROJECT No: � EDBY STREET 1 inch = 10 ft. a E H CONSTRUCTION, TYP. 3 PLACES) SOU JSC W010719 w O N o N o o 'D PROFESSIONAL ENGINEER P X534 N EER CHECKED BY: LIVE) W010719559 OF 13 (A.K.A. ROUTE 1A) o o d o n N _^ a MASSACHUSETTS LICENSE No. 42644 'F No. 36424 cn (F.K.A. WATER STREET) UNo. 7268 w \ CONNECT T LCIENSEENo. 21854 '0 408 No. 9308 REV. No. i (PUBLIC-VARIABLE WIDTH R.O.W.) 6 NEW HAMPSHIRE LICENSE No. 10280 VER o. 7110 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE 2 i 0 i GENERAL LIGHTING NOTES C Q 1 u. a C). 1 O ;i n' 1 .I { r" f' '% i a.1 (_: ) (_ " 4 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND 0. SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. PROPOSED LIMIT OF ONE SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR FOOT CANDLE CONTOUR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SMALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO DRILL MOLE` N 8p"1 30", COMPLETE THE AND CODES. OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL r J < _ 2, ALL WORK SHALL CONFORM TO THE CITY OF SALEM AND MASSACHUSETTS DEPARTMENT OF o.�) I _ . 1, , v.`-) 1 .). ` i. ,FDUNB �_ \ . 4 ': . 1 _ _ _ .!.) I 09 N T V TRANSPORTATION CONSTRUCTION STANDARDS AS APPLICABLE. ` �d V .& 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "DIG-SAFE" (1-888-344-7233 72 \ ��II HOURS PRIOR TO ANY EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO tJOTIFY LOCAL WATER & A � a 96. SEWER DEPARTMENTS TO MARK OUT THEIR UTILITIES, n 1'� 0.r1• ^ r-1 ( !-1' ! �, '� i! ! ) r .i. 0 ' r,.}:•., �, , '. r . , v.'.,,(:y i r. .1 O ' � i .:. =' til 1�. �'1 �. 1.1 . .�)L. `. '. ..., .. . 1�. ' 1 " f -,._, „ -. i N 4. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR ro ` EXCAVATION. ALL UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE ^ DRILL HOLE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. � FOUND 5. ALL UTILITY LOCATIONS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ° s ( CONDUITS, PRODUCT PIPING, ETC, PRIOR TO COMMENCEMENT OF EXCAVATION OF ANY TYPE, ('l (' (� (l ki r) '7 i'' / ! • / r C� ter'' { �� ,. -.� - � + .. r r G1 +) 1< '.), ., v.l. ,) 'l. ,l� ,.�, . ) • ., .•, . .7 6. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE "ENGINEER OF RECORD" IS STRICTLY PROHIBITED. MAP 34 \� ° 7. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERSEDE IN ALL CASES. NOTIFY LOT 442 C,i ') r GBOG OIC,<4MPLANL SITED P� N RSNIP , , , \� ° ENGINEER OF RECORD OF ANY CONFLICTS. D.B. 010745, PG. 390 SPECIAL LIGHTING NOTES I. DECORATIVE AREA LIGHT (A.K.A. SALEM PERIOD LIGHTS) SPECIFICATIONS TO BE PROVIDED 70 THE CONTRACTOR PRIOR TO CONSTRUCTION. ) % c ) ' }!: ) ( !' ;(- ' ii l I i 1 . ? /i- ;' :r }:'' 'li ;� '' (1;-^ (''"' 2. A FINAL LIGHTING PLAN SHALL BE SUBMITTED TO THE CITY PLANNER FOR REVIEW AND APPROVAL <- �) PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY ° PROPOSED SINGLE 250 WATT AREA LIGHT (SPRING CITY ELECTRICAL "SAVANNAH GENIE" SERIES, TYP. 2 r ^ • !:' r� '. /-` •' 1 ') r �) .`l 1. 7 Y. �\ - PLACES) , 0) C �i.(J,J '._i (I •.!. ! I ( I ;_6 J, .3._ (�I t1.'� J... _ (.1. / . ' ! . ._) .. �: I + , ! ' .•.' r 7�-•3. _ I E 0 a i0 06 EM r. , W_ 0 PROPOSED / \ v (.MIAp 34 ' 1 66o s0 FT. \ t ft G: 1 z , '> 1 \ ri %�tJIAP 34 ;'::i ( :_ o +) ' a HESS EXPRESS LOT 441 t}• LOT 443 N/F LANDS OF - - - - - - - O N/F LANDS OF o I r - - - - - - 1 I JEROME R. SOUSA, JR. GEORGE E MAGURE, � ;.s.� ! �a�.�. TRUSTEE OF SOUTH RIVER RFALTY TRUST D.B. 9731, PC. 366 D.B. 7021, PG. 283 ° I I I /AI �• : j , I L . . UU :1 "L1 f�!. ?I., ;' . '?'`' .'• _i - . I _..__._.._. .. PK NAIL I FOUND !"} - (: A •.) I ON LINE rl I YARDLIGHT ELEVATION PROPOSED LIMIT OF ONE FOOT CANDLE CONTOUR Q •'1 : 4 LSI LIGHTING SYSTEMS 4 ! CITATION SERIES-40OW O `\ I MODEL: CTM—FT-400—SMH—F-12OV, WHITE W PROPOSED DOUBLE 400 AREA LIGHT \ / I LAMP: 400 W SUPER METAL HALIDE (LSI No. CTM I ENS• CLEAR FLAT TEMPERED GLASS - - --- ---- -- -- ---- --'/ I EE NOTE #8) (MOUNTED AT 16', TYP. 2 PLACES) ! ' -7 I- I' \ _• , :) /� 16 ' YARDLIGHT DETAIL NOT TO SCALE - - - --`` -- ---- - - - -r I _ /) - i . )'� l : .� /.. ill- � �_,1. . 'I r •� '. I x -- - --- ------ - �/ PROPOSED LIMIT OF ONE I I FOOT CANDLE CONTOUR . _ . IP + R rr :: 1 .` a P + R O E]i :4 -i II PROPOSED 250 W CANOPY AREA LIGHT I (LSI No. SC-S-250-MT-WHT) I (TYP 12 PLACES)CANOPY UNDERFA ) i (MOUNTED AT CE O I I - I ------'— 0i O 2 rn ' - 1 O' O O ( (j7 l1 / 51 N .. .. . ., .. .. 1 :.i I r. f17 1-- — --------- a vC'i v�'i vvi vii rvir ! � o RR SPIKE RR SPIKE — � � z m -CIVIL� & CONSULTING ENGINEERS- EDWIN NNENVIRONMENTAL E I \ I G Pecs 1 o FOUND FOUND P.O.B. z w a s o NORTH PENNSYLVANIA352 PROJECT M • & SITE PLAVNNERSSTMAUANICIPAYGEKNGINEERS 7 ( ! G) !i,: �.:.i + N 85'OQ'50 s< E i F; ) 1 ti ; 1 1..A.©0' P.L. . , 0 (215) 393-8300 352 AD, SUITE 105 5 (516) 672-2000 T SOUTHBOROOMA 01772 .. �. /_. .C. w o STERLING. VIRGINIA — WATCHUNG, NEW JERSEY IF-�� ¢o w m ao v (703) 709-9500 (508) 4B0 9900 (908) 668-8300 a Q I I� . 00 (T F-1 • �� GRAPHIC SCALE m w o m o PROJECT: AMERADA HESS CORPORATION TITLE: --- ___________________ 0 � " < PROPOSED HESS EXPRESS _-- --_--- - - - - - - +o o s m so do z z z ASSESSOR'S MAP #34, LOT #442 LIGHTING PLAN N Z w w O r z z 295 DERBY STREET, CITY OF SALEM )t{ j n ;; 1 r r, r a Z' v u a ESSEX COUNTY MASSACHUSETTS o w w o w a SCALE: H 1 "-10' DATE: o ( IN FEET ) o_ o. a 8 14 O1 1 inch = 10 ft. w w o d a E W.D . GOEBEL S �t" r URSEY ( ) NONE SHEET No: a S E A STEPHEN 9 DRAWN BY: [WO'E0719SS9 JEC i ��Y STREET � � � Li � � U P. N JSC W0Ll UR G CHECKED BY: LDw LMD(A.K.A. ROUTE 1A) N o N o 0 0PROFESSIONAL ENGINEER PROFO NONA E INEEROF 13 'o ° m `" 00 RHODECSLA DS LICENSEENo.o726844 '4 SE No. 9308 REV. No. (F.K.A. WATER STREET) o \ \ \ _ N o q E No. 36424 N - (PUBLIC—VARIABLE WIDTH R.O.W.) O CONNECTICUT LICENSE No. 21854 610 408 .o ,n a M N MAINE LICENSE No. 9490 N j NEW HAMPSHIRE LICENSE No. 10280 ALI o. 7110 6 CONSTRUCTION CHECK DATE 0 i EROSION CONTROL NOTES EROSION & SEDIMENT CONTROL NOTES DURING CONSTRUCTION 1. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE AS SET FORTH IN THE COMMONWEALTH OF MASSACHUSETTS "STORMWATER DESIGN AND INSTALLATION STANDARDS MANUAL", (LATEST EDITION). 1. WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15. 2, THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED ` \ \ At g0•v CONDITION FOR A MINIMUM TIME. AREAS SHALL BE PERMANENTLY STABILIZED WITHIN 15 DAYS OF FINAL 2. WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT NO MORE THAN 1 ACRE OF THE SITE IS GRADING AND TEMPORARILY STABILIZED WITHIN 30 DAYS OF INITIAL DISTURBANCE OF THE SOIL. IF THE DRILL HOLE \ \ \ 12'30" k ® WITHOUT STABILIZATION AT ANY ONE TIME. DISTURBANCE IS WITHIN 100 FEET OF A STREAM OR POND, THE AREA SHALL BE STABILIZED WITHIN 7 FOUND \ \ DAYS OR PRIOR TO ANY STORM EVENT (THIS WOULD INCLUDE WETLANDS). a 0 7 3. EXPOSED AREA SHOULD BE LIMITED TO THAT CAN BE MULCHED IN ONE DAY PRIOR TO ANY SNOW EVENT. ° ° o ° ` \ \ � 3. SEDIMENT BARRIERS (SILT FENCE, NAY BARRIERS, ETC.) SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE 0 ° 0 0 ` \ V 4. CONTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL OF THE CONTRIBUTING DRAINAGE AREA ABOVE THEM. MULCH NETTING SHALL BE USED TO ANCHOR SURFACE ON THE AREA BEING WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15% AFTER OCTOBER IST THE SAME APPLIES WITHOUT EROSION CONTROL PROTECTION AS LISTED IN ITEM 2 ABOVE. FOR ALL SLOPES GREATER THAN 8%. \ 8.56. APPROXIMATE LIMB v ° ° ° ° o ° ` \ \ P'L• OF WORK 5, AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER 4, INSTALL SILT FENCE AT TOE OF SLOPE TO FILTER SILT FROM RUNOFF. SEE SILT FENCE DETAIL FOR PROPER N o 0 \ \ MULCHED WITH STRAW OR HAY AT A RATE OF 100 LB, PER 1,000 SQUARE FEET (WITH OR WITHOUT SEEDING) OR INSTALLATION. SILT FENCE WILL REMAIN IN PLACE PER NOTE ()5. 0 ° o ° °00 ° \ \ \ DORMANT SEEDED, MULCHED AND ADEQUATELY ANCHORED BY AN APPROVED ANCHORING TECHNIQUE. 0 o DRILL HOLE 5. ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY 7 DAYS AND 0 ° ° 0 0 ` \ ` FOUND 6. BETWEEN THE DATES OF OCTOBER 15 AND APRIL 1ST, LOAM OR SEED WILL NOT BE REQUIRED. DURING PERIODS IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL OF SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE 0 0 ° \ OF ABOVE FREEZING TEMPERATURES THE SLOPES SHALL BE FINE GRADED AND EITHER PROTECTED WITH MULCH TO SEDIMENT ACCUMULATION OR DECOMPOSURE. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH 0 ° o ° \ \ OR TEMPORARILY SEEDED AND MULCHED UNTIL SUCH TIME AS THE FINAL TREATMENT CAN BE APPLIED. IF THE STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE HALF THE HEIGHT OF ,t 0 ° o \ DATE IS AFTER NOVEMBER IST AND IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED AND IS SMOOTH,. THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR 0 ° 0 ° 0 � THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200 - 300 Y. HIGHER THAN SPECIFIED FOR UNTIL AREAS UPSLOPE ARE STABILIZED BY TURF. o PERMANMENT SEED AND THEN MULCHED. IF CONSTRUCTION CONTINUES DURING FREEZING WEATHER, ALL EXPOSED 0 MAP 3 4 0 ° \�� AREAS SHALL BE CONTINUOUSLY GRADED BEFORE FREEZING AND THE SURFACE TEMPORARILY PROTECTED FROM 6. NO SLOPES, EITHER PERMANMENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2 TO 1). ° LOT 442 0 EROSION BY THE APPLICATION OF MULCH, SLOPES SHALL NOT BE LEFT UNEXPOSED OVER THE WINTER OR ANY \ OTHER EXTENDED TIME OF WORK SUSPENSION UNLESS TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS 7, IF FINAL SEEDING OF THE DISTURED AREAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST ° APPROXIMATE LOCATION OF NSF LANDS OF 2 0 PROPOSED SILTATION BARRIER GIBBS OIL COMPANY LIMITED PARTNERSHIP 0 0 WEATHER CONDITIONS ALLOW DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE TREATMENT, EROSION SHALL USE TEMPORARY MULCH (DORMANT SEEDING MAY BE ATTEMPTED AS WELL) TO PROTECT THE SITE AND DELAY (REFER TO CONSTRUCTION D.B. 010745, PG. 390 \ BE CONTROLLED BY THE INSTALLATION OF BALES OF HAY OR STONE CHECK DAMS IN ACCORDANCE WITH THE SEEDING UNITL THE NEXT RECOMMENDED SEEDING PERIOD. o DETAILS o STANDARD DETAILS. 0 SHEET 11) APPROXIMATE LOCATION OF 0 7, A BETWEEN THE DATES OF NOVEMBER IST AND APRIL 15TH ALL MULCH SHALL BE ANCHORED BY EITHER 8. TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED 45 DAYS PROPOSED SILTATION BARRIER o ) PEG LINE, MULCH NETTING, ASPHALT EMULSION CHEMICAL, TRACK OR WOOD CELLULOSE FIBER. PRIOR TO THE FIRST KILLING FROST TO PROTECT FROM SPRING RUNOFF PROBLEMS. 0 (REFER TO CONSTRUCTION 0 DETAILS o B) MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 9. DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT WILL BE RETURNED TO THE SITE AND REGRADED SHEET 11) 3% FOR SLOPE EXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%. ONTO OPEN AREAS. 0 0 ° 10. REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSRTUCTION EXCEPT AS NOTED ABOVE. 0 7 o C) MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15% ALL DISTURBED AREAS NOT OTHERWISE STABILIZED WILL BE GRADED, SMOOTHED, AND PREPARED FOR FINAL AFTER OCTOBER IST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%. SEEDING AS FOLLOWS: 0 8 0 0 g o i 8. AFTER NOVEMBER IST THE CONTRACTOR SHALL APPLY DORMANT SEEDING OR MULCH AND ANCHORING ON a) FOUR INCHES OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND SMOOTHED TO A 0 10 0 ALL BARE EARTH AT THE END OF EACH WORKING DAY. UNIFORM SURFACE. 0 o J 9. DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND b) APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TESTING IS NOT 0 0 0 0 MULCHING PRIOR TO PLACEMENT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 800 LB PER ACRE OR 18.4 LB PER 1,000 SF USING 0 ° . 10 10-20-20 OR EQUIVALENT. APPLY GROUND LIMESTONE (EQUIVALENT TO 50% CALCIUM 0 a PLUS MAGNESIUM OXIDE) AT A RATE OF 3 TONS PER ACRE (138 LB PER 1,000 SF). 00 ° [� L•�7' ° c) FOLLOWING SEED BED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED TO A 0 o MIXTURE OF 47% CREEPING RED FESCUE, 5% REDTOP, AND 48% TALL FESCUE. THE LAWN AREAS WILL BE SEEDED TO A PREMIUM TURF MIXTURE OF 44% KENTUCKY BLUE- D ° J� 0 GRASS, 44% CREEPING RED FESCUE, AND 12% PERENNIAL RYEGRASS: SEEDING RATE 0 0 /' IS 1.03 LBS PER 1,000 SF. LAWN QUALITY SOD MAY BE SUBSTITUTED FOR SEED. PROPOSED ° 1,660 SQ. FT. ° d) HAY MULCH AT THE RATE OF 70-90 LBS PER 1,000 SF. A HYDRO-APPLICATION MAP 34 o HESS EXPRESS o MAP 34 OF ASPHALT. WOOD OR PAPER FIBER SHALL BE APPLIED FOLLOWING SEEDING. A SUITABLE LOT DSO 0 a- 0 LOT 443 BINDER SUCH AS CURASOL OR RMB PLUS WILL BE USED ON HAY MULCH FOR WIND CONTROL. N F LANDS OF N F LANDS OF F - - - - - - , 1 +' 1 11. ALL TEMORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE IS STABILIZED. GEO GE E. MAGUIRE, o e :...' _ JEROME R. SOUSA, JR. TRUSTEE OF SOUTH RIVER REALTY TRUST D.B. 9731, PG. 366 D.B. 7021, PG. 283 ° LL 12. WETLANDS WILL BE PROTECTED W/HAYBALES AND/OR SILT FENCE INSTALLED AT THE EDGE OF THE WETLAND OR THE BOUNDARY OF WETLAND DISTRVBANCE. o e 13. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL HAVE AN EXPOSURE WINDOW OF NOT I ° PK NAIL MORE THAN 7 DAYS. - I � 0 I FOUND 14. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL FOLLOW APPROPRIATE EROSION o ON LINE CONTROL MEASURES PRIOR TO EACH STORM IF NOT BEING ACTIVELY WORKED, I 0 ° �o I MULCH AND MULCH ANCHORING ° T I MULCH 0 j LOCATION MULCH RATE (1000 SF � ° I — ---—— — — — — —— ——— — —— —_ PROTECT AREA STRAW OR HAY 100 POUNDS i ® j WINDY AREA SHREDDED OR CHOPPED 185-275 POUNDS CORNSTALKS I STRAW OR HAY 100 POUNDS ° O I O (ANCHORED)* \ - ---- -- - - -- --- -- -- -�� o MODERATE TO HIGH JUTE MESH OR AS REQUIRED VELOCITY AREAS OR EXCELSIOR MAT AS REQUIRED STEEP SLOPES o GREATER THAN 3:1 0I-- V ` 0❑ Op ! I GREATER THAN 3:1 ° APPROXIMATE LIMIT ' A HYDRO-APPLICATION OF ASPHALT, WOOD, OR PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING. A SUITABLE � I _ _ ___— _ _____ _ _ I ° I OF WORK BINDER SUCH AS CURASOL OR RMB PLUS SHALL BE USED ON HAY MULCH FOR WIND CONTROL. ———————— — —`- -- _ j MULCH ANCHORING ANCHOR MULCH WITH PEG AND TWINE (1 SO. YD/BLOCK): MULCH NETTING (AS PER MANUFACTURER); ASPHALT EMULSION 1 ❑El O 1 ` (0.04 GALLONS PER SO. YD.); LIQUID ASPHALT (0.01 GAL. PER SQ. YD); WOOD CELLULOSE FIBER (750 LBS/ACRE); CHEMICAL TACK (AS PER MANUFACTURERS SPECIFICATIONS); USE OF A SERRATED STRAIGHT DISK. WETTING FOR SMALL y AREAS AND ROAD DITCHES MAY BE PERMITTED. ---- APPROXIMATE LIMB a - ----------- I � OF WORK I O I / � I � I PROPOSED STABILIZED D j L CONSTRUCTION 1 _ 1 ENTRANCE (RIEFER TO I CONSTRUCTIDIN 1 DETAILS SHEET 11) I / I •.� i I lam[ / -k I j 1 o I 1 0 I • I --------------------------- NEd- O P + R + R 0 — O O i APPROXIMATE LOCATION OF � Z a PROPOSED SILTATION BARRIER Cu I (REFER TO CONSTRUCTION m I DETAILS SHEET 11) o z f� Pom o RR SPIKE R E ' °' ' ' ' m L n FOUND o 0 0 0 0 0 1 0 0 1 0 00__0j P.O.B. Z w ow w •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- s o NORTH WALES, PENNSYLVANIA VALLEY STREAM, NEW YORK N 85'00'50" E O o g (215) 393-e300 352 TURNPIKE ROAD, SUITE 105 (516) e72-2000 oo STERLING, VIRGINIA SOUTHHORO, MA 01772 WATCHUNG, NEW JERSEY 3 a w ¢ uu (703) 709-9500 (508) 480-9900 (908) 668-8300 FF-1 GRAPHIC SCALE m 3 0 w AMERADA HESS CORPORATION 3 4 • - • co • • � � � � o — 10 0 5 10 20 40 Z z z AS�SSOR'SHMAP #34, LOT 442 TITLE: O ON N SOIL EROSION 5 z z 295 DERBY STREET, CITY 0 SALEM SEDIMENT CONTROL PLAN APPROXIMATE LIMIT 0_ u w 0 0 ` ESSEX COUNTY MASSACHUSETTS OF WORK a a a a �' c SCALE: H 1"=10' DATE: a IN FEET) rc ° W.D . GOEBEL S ' �7 RSEY M NONE 8/14/01 SHEET No: INLET TO RECEIVE FILTER FABRIC o o w o w w E 1 inch - 10 (L. w w a w a a PRIOR TO CONSTRUCTION v n u STEPHE 9 DRAWN BY: PROJECT No: i DERBY STREET v �'� JSC W010719 OO OCHECKED CW01001719SS9 J (A.K.A. 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'' '1. _L:_• 1_ __ REAR ELEVATION LEFT SIDE ELEVATION \ SCALE: 1/4" = V-O" SCALE: 1/4" - V-0" 60'-0" 0/0 BUILDING `APPLICANT MUST SUBMIT A BRICK SAMPLE AND 'MOCK" WALL SAMPLE FOR RENEW AND APPROVAL TO THE SALEM DRB & SRA 4' 59'-a" 0/0 STEEL BASE FRAME 4' PRIOR TO OBTAINING A BUILDING PERMIT. 4` 4'-11' 25'-1 7/8` 20'-4 1/8" 19'-8 1/8" 4 SHEAR WALL (SEE DETAJL) SHEAR WALL (SEE DETAIL( ;a o ro � t •.i `a - 3•DIA. DO`M75PWi . , L F4 :�' %� r2 T (TV, 4 PLACES) L MEN I - ' ' m UTILITY o HALL ZI coPna,nu � COOLER 00011. N Ly _ -I 6'PVC SLEEVE 7HRWGH 3'PVC SLEEVE DIRWGH a p WALL AT 12' ATY FOR WALL AT 12' AFF.FOR G \ I SIRUP LINES DRAIN LINES \ "J 4'PVC SLEEK THROUGH WALL AT 40' A,F.F.fOR CDI LD ® ,r, CD4 ; 1 REFRIGERATION ONES WOMEN 7'-6 3/4' 6'-0 1/4' r o Lo 10'-3 1 B ' 3" 3'-10' 1'-1" / - 12 I Ins ' I CAM LOCKS ON COOLER GRAPHIC SCALE n Z io I I�) WALL AND CEILING PANELS AT MODULE LINE TO BE REFASINED. 4 0 2 4 8 1fi F - - - - - - - - - - - - - - - - - - - - - -1 I ICD7 9" 3-O" 3' o MIN. F - - - - - - - - - - - - - - ; ( IN FEET ) 1/4 inch - 1 ft. In 11 Cu 7 M M OFFICE SALES " tee m s , , I , H U U N U U U in 00 CASHIER i i I i i® a b m BORLER riLJ'�4it1{1' El \ I r1 I E ERINGv Ro c t" z •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS, Q I ' w m 1 1 ; 12 E 1120 WELSH ROAD, SUITE 200 352 TURNPIKE ROAD, SUITE 105 70 EAST SUNRISE HIGHWAY, SUITE 609 v U s NORTH WALES, PENNSYLVANIA 19454 SOUTHBORO, MA 01772 a e , , I , 1®i 0 0 0 0 0 VALLEY STREAM, NEW YORK 11581 ¢ U (215) 393-8300 (508) 480-9900 (516) 672-2000 ' o m o PROJECT: AMERADA HESS CORPORATION TITLE: al a p o o PROPOSED HESS EXPRESS AssEssoR's MAP FLOOR PLAN AND SHEAR WALL(SEE DETAJQ GI G2 SHEAR WALL(SEE DETAIL) Z 1-. m m #34, LOT #442 a TRANSACTION DRAWER z w ? w 295 DERBY STREET, CITY OF SALEM BUILDING ELEVATIONS ° WITH SPEAKER G_ u z z v ESSEX COUNTY MASSACHUSETTS o w w w E SCALE:(V) ;/4n=1' 3 0 0 o w W.D . GOEBEL S. ��,1 RSEY 1212 G, SHEET No: N a a a a E o PRAWN BY: PROJECT No: 3'-2 3 4' 13'-4 14" 00 P PCS W010719 V a / / 2'-0' 9'-6" 2'-0" 13'-41/4" 7'_4" ° 6A STEPHE �G �J i 1' 6 3/4"4" 4" Is ¢ ¢ rr ¢ ¢ ¢ 6. , o 0 0 0 0 0 PROFESSIONAL ENGINEER OFE;81MNAL EER CHECKED W010719be10 OF 13 w 6'-1" 3" 45'-0" 8'-0" N O N N N N N 00 . vJ 4" 4 m m m 10 In y r, N N o RHODE ISLAND LICENSE No. 7268 g FLOOR PLAN MASSACHUSEr S LICENSE No. 42644 M �Arma P1 NS No. 93084 REV. No. CONNECTICUT LICENSE No. o. 10 8 to SCALE: 1/4" = V-0" > NEW HAMPSHIRE LICENSE No. 1[1290 �. EQd . 7110 7 MAINE LICENSE No. 9490 S CONSTRUCTION CHECK DATE 0 i r I 1/rR1/2' R "HANDICAPPED PARKING CONCRETE ISLAND MAT -4000 P.S.I. ® 1 1/2" BITUMINOUS CONCRETE j ONLY" SIGN j CONC. WHEEL SURFACE COURSE 12'-7 5/8" : .{ CURB REIINFIRwEN RAI BE RS OTOP STOP28 DAYS ( ICKNESS VARI ) 0 T/ N A In 3: 2 1 2" BITUMINOUS CONCRETE 3'-0" 3'-0" : AND BOTTOM (BY CONTRACTOR) 'f w w aw BASE COURSE - ---------------•-------- ----------------- ----- --___ >. i PAVEMENT SURFACEr- iEXPANSION JOINT :I o z 4'-4 1/2' 4" WHITE8" CONCRETE TANK MAT -4000 P.S.I. 10° GRAVEL BASE (TYPICAL) -' j STRIPING (TYP.) 0 28 (THICKNESS VARIES) TACK COAT �; a a i VERTICAL EXISTING BITUMINOUS SPLITFACE CMU WALL PAINTED j SURFACE NEW EXIST. CONRETE AND BASE '!' (4' WHITE) Q En z ;``I w SYNDICAPPED� A --------- 6" AIR ENTRAINED 4000 PSI CONCRETE '' '�" m ! MDOL `- .• iSLAB REINFORCED WITH 66-42.9XW2.9 (sa"w so"H) ..W.W.M. SET 2 1/2BELOW TOP OF ._.1010" '?': i MATCH EXISTING GRADE SLAB. s'-a" n a ! A ° a M V'J SUB-BASE (BY CONTRACTOR) ! SAWCUT t I OR ' TACK COAT VERTICAL SURFACE AND 8'-0" SEAL JOINT AFTER INSTALLATION d ° 4" SCHED. 40 STANDARD STEEL PIPE ! OINTS SHALL BE OF NEW PAVEMENT °a c a d a FILLED WITH CONCRETE AND PAINTED j 11%�FULLADEPTH SAASPHALT IMPREGNATED i a ° GREY. j FIBER EXP. JOINT RECESSED 1/4" IN INOTES I i FROM THE FRONT FACE AND TOP OF ! 1. ALL TRAFFIC MARKINGS AND PARKING STALLS SHALL BE PAINTED WITH WHITE TRAFFIC CONCRETE & BITUMINOUS CONCRETE LINE OF FOUNDATION BELOW. THE CURB ® 20'-D" MAXIMUM, PAINT IN ACCORDANCE WITH THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES j B NOTE: I PAVING DETAIL SEE SITE PLAN FOR TRASH PAD ON SITE CONCRETE CURB DETAIL i HANDICAPPED STALL MARKINGS NOT TO SCALE LOCATION. NOTTO SCALE NOT TO SCALE _... .-..._..__ .. .... ._..._,._. ..._-... .__......._._.._ -.. . ._ ._.._-- -----._....----..__... _..... ... _. ..__-._ ._.__.____ ._. ....._..._. .. ..__......_. _.,... - - - --...-_.._.-.._. j 9'-B 3/8" g ._ ... _. . ..._ . . ._..._.._--.. _ . .__-.__... ._ . . .. ...._. ._._.._ __.. -............... ...... _... --__ 1.. ... ........... ... .... ._ -..__..._._ ._ .._..-_-._ ..._ .__... .._..._--- ---_..__-__.. _ _.. '-.__ ._ . .. 5/8"0X2'-6" LONG STEEL DROP ROD INSERTED INTO 3/4"0 PVC SLEEVE. NOTE WHERE CLEANOUT •C.0• CAST IN SECURED COVER I I MASONRY TRASH PAD ENCLOSURE SETONS WITHIN ASPHALT PAVEMENT 91. �5 BARS 3• FROM TOP Of SLAB (TO BE WATER TIGHT IF LOCATED) SET INA 2'-O- (WITHIN SUMO MPT) I X2'-O' x n 1/z' ASPI LT PAVEMENT PROPOSED BUILDING , ASPHALT SURFACE COURSE j THKR 1000 PSI AIR I WITH VINYL GATE EN�RE,E9PB NOT TO SCALE -- -- m STONE BASE COURSE COMPACTED APPROVED ; SUB BASE I 'JOSAM• /58680 SERIES ROUND RANGED j HOUSING W/ HEAW DUTY CAST IRON COVER ! 1/2' DEPTH TYPICAL CONTRACTION JOINTS P.VC. C.O. CLEAR Of CLUNOUI ! "'III MAX 5III ' GFMFILLR ! PLAN r X 2" WWM ASPHALT PAVING DETAIL N41E: i / NOT TO SCALE P.V C. CO. AND PLUG ELBOW CLEAR OF CLEAN OUT PROP. CONC. CURB Tw HaiSING/COVER TRASH ENCLOSURE GATES TO W E j FLUSH WITH WALKWAY SEE DRAWINGS / PROPOSED ! NOTE: CONTRACTOR TO REFER TO GEOTECHNICAL BE CONSTRUCTED OF STOCKADE 4" AIR ENTRAINED CONC. / BUILDING REPORT FOR ACTUAL SURFACE COURSE, 4,000 P.S.I. ® 28 DAYS j BASE COURSE, AND SUB BASE COURSE WOOD AND PAINTED DARK FLOW I PAVEMENT a / GREEN (MATERIAL AND COLOR DIMENSIONS 4" I-8 SOIL AGGREGATE j SAMPLES SHALL BE SUBMITTED I APPROVED COMPACTED SUBGRADE TO THE SALEM DRB AND SRA I I -- - -- --- SECTIO FOR REVIEW AND APPROVAL NOTE: ! STEEL HINGES WELDED TO SIDE ! PRIOR TO OBTAINING A APPROVED SELF CONTAINED AIR OF STEEL TUBING (TYPICAL) BEDDING uATERUL 1. MIN. CROSS SLOPE 1/4' PER FOOT PITCHED TOWARDS ROADWAY. i • D I BUILDING PERMIT) SEE DE AIL) I i N > COMPRESSOR/METER WITH PEDESTAL I SELF CONTAINED AIR 2. PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT 20' INTERVALS. FURNISHED BY AMERADA HESS, COMPRESSOR/METER WITH PEDESTAL C� INSTALLED BY CONTRACTOR ! FURNISHED BY AMERADA HESS, 5/8"0X2-6" LONG STEEL DROP ROD INSERTED TYPICAL CLEANOUT DETAIL ON- SITE SIDEWALK DETAIL INSTALLED BY CONTRACTOR ► n�n INTO 3/4" PVC SLEEVE (TYPICAL) ❑ GJ Ln] REAR ELEVATION VINYL GATE AT NOT TO SCALE P NOT TO SCALE I NOTE: • , s I ALIGN SEAL-OFF WITH I ! INSTALL CONCRETE FOOTINGS i HANDHOLE IN POLE MASONRY TRASH ENCLOSURE _ -- _. -- -. . _.. ..___. . . _ __ - _ _. _. _ .. ; • MI BELOW FROST LINE. 2'-0" ! _. .. . s I MINIMUM DEPTH D ° j EXPLOSION PROOF SEALING FITTING NOT TO SCALE ROPOSED 5' WIDE z WITH GROUNDING JUMPER BY I e • ! CONTRACTOR HANDHOLE WITH COVER CONC. SIDEWALK -s^ • o I j `o > e• • e ! ALIGN TOP OF BASE FLUSH W,/ J[ i .n AD •• c, I ADJACEIJT CONCRETE CURB 10'-4 3/5' e PROPOSED 5' WIDEI CHAMFER 4' CONC. SIDEWALK • A 3'-0'A • > • _ L LANDSCAPE EAI PLANTING AREA BROOM FINISH 9'-4 3/8" 1 , I SMOOTH FORMED/ RUBBED > • I • . • ABOVE GRADE SLOPE = 1 20 i D, �.. A A A CONN P.S.I. A j 'A .• ';tQ CONCRETE CTOTWG j ! P D ! • •, • BY CONTRACTOR A ' : Q• �• Z TOE FOOTING + A j • COMPACTED D D' I (4) 1/2" % 28" ANCHOR B i0 • (32" LAYOUT 28" + 4" HOOK) BACKFILL p I ! 26" EMBEDMENT (FURNISHED '°' •• 6" TAPERED CURB i ! AND INTALLED BY CONTRACTOR) u1 •.a;. o •,o in + I ! _ 3/8" RIGID CONDUIT 24" MIN. lilt i� i 2 500 P.S.LCONCRETE 6' CONCRETE CURB j BELOW FIN. GRADE UNDER 4" • DEPRESSION OPENING ! FOOTING BY CONTRACTOR I PAVED AREAS, BY CONTRACTOR FLUSH W/ DRIVEWAY g•, j INSTALL CONCRETE FOOTINGS IMPREGNATED ASPHALT i IMPREGNATED PREMOLDED 6' BELOW FROST LINE, 2'-D" � MINIMUM DEPTH • FILLER UNDISTURBED SOIL (MIN. i BEARING 2,000 LBS./SQUARE L PLAN VIEW FOOT) HANDICAP T RAMP DETAIL VINYL GATE AT MASONRY TRASH ENCLOSURE AIR TOWER PAD ! AIR TOWER DETAIL NOT TO SCALE NOT TO SCALE I _.. _. _.. .. . ._... . .. _.._.,-.__... NO TO SCALE GENERAL NOTES: PAVEMENT OR GRADE j TOOLED JOINT TO ALIGN 1. FOR PAINTING REQUIREMENTS SEE MASTER SPECIFICATIONS. j WITH ADJACENT CURB ! I I j CONE. OR ASPHALT TURF 4" CONCRETE SLAB/SIDEWALK REINFORCED I PAVEMENT SURFACE 4'TOP SOIL 2. ALL METAL RAILS AND SLATS FURNISHED BY AMERADA HESS AND s" WITH 6X6-2.9X2.9 W.W.M. SET 2" FROM ! ASSEMBLED AND INSTALLED BY CONTRACTOR. ! I BACKFILL W/SUITABLE EXCAVATED R 2 THE TOP. MATERIAL OR SELECT GRANULAR I SURFACE OF---, LTA° 3. CONTRACTOR SHALL SUPPLY AND INSTALL ALL MATERIALS UNLESS BACKFILL As DIRECTED By AMERADA ! PAVEMENT OTHERWISE NOTED. ASI; HESS CORPORATION'S MECHANICALLY TAMPED 1 } ! ORCOTRaJiD i IN 18" LAYERS (o - FILL 3 1/2" O.D. SCHEDULE 40 o j DOUBLE WALL •I 4. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STAINLESS STEEL INVERTED I I SIDE SLOPES w ACCORDANCE WITH I, FRP PRODUCT "U" BUMPER FILLED W/CONC.; APPLICABLE REQUIREMENTS OF O.S.H.A. 6" POROUS FILL I PIPING IL SPECIFICATION D1.O., LATEST EDITION, AND WLEDER SHALL BE CERTIFIED SET BUMPER 1'-0• CLEAR OF 1 I I & OTHER GOVERNMENTAL REGULATIONS - '- I SINGLE WA L IN ACCORDANCE WITH SAID CODE. o ISLAND FASCIA CONTINUOUS #5 BAR 6.. 6.. ! PI'FONG REDO ERY O i ' CONCRETE PUMP ISLAND ! I (TYPICAL) - j ggSF nlD, 5. ALL STEEL FABRICATION AND ERECTION SHALL BE IN ACCORDANCE W/STAINLESS STEEL FACIA j -----_ HAND-PLACED BACKFILL SUITABLE I ! Psi e¢�L WITH CURRENT A.I.S.C. SPECIFICATIONS. 3'-0' o --_- EXCAVATED MATERIAL OR GRANULAR STONE OF GRAVEL SEAL GAP AROUND STEEL BUMPER I -- I CRUSHINGS _ -----_ SELECT BACKFILL AS DIRECTED BY AMERADA 1/B• - 1/2• Dw W/ SEALANT/BACKER ROD j ---- -- - CORPORATION ENGINEER MECHANICALLY I i 6. ALL WELDS AND SHARP EDGES SHALL BE GROUND SMOOTH. ` 6" REINFORCED CONCRETE f �. --_= TAMPED IN 6" LAYERS B 2 r 6 RADIUS ALL PROTRUDING CORNERS. PAVEMENT SURFACE ! j i • j TOE FOOTING DETAIL ! PRODUCT PIPING DETAIL 7. ALL SQUARE AND RECTANGULAR TUBING ASTM-36. I SEWER/ WATER PIPE I 8. ALL FOUNDATION CONCRETE SHALL HAVE A MINIMUM COMPRESSEIVE GROUT TOP 3" OF SLEEVE, NOT TO SCALE N.T.S. +. RECESS 1" FOR SEALANT I OFSTRENGTH OF 3000 PSI AT 28 DAYS AND A MAXIMUM AGGREGATE SIZE ` FILL GAPS UNDER AND AROUND a x O.D. RING, C6 , ` STEEL TUBE w/ MASON SAND ! 36" MINIMUM COMPACTED BANKRUN SAND & GRAVEL m � Q `� 0 9. FOR ACTUAL GATE LOCATION SEE SITE PLAN AND INSTALL AS OR CRUSHED STONE AS DEEMED NECESSARY I ■-�10]a l �{F d.:� d:�li ` I I �tJ'F21�' v o z 5' SCHEDULE 40 PVC SLEEVE I BY AMERADA HESS CORPORATION'S ENGINEER, F, o DIRECTED BY AMERADA HESS REPRESENTATIVE. c � � � E •CIVIL & CONSULTING ENGINEERS- PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD SUITE 105 VALLEY STREAM, NEW YORK INSTALL CONCRETE FOOTING & NOTE: EXCAVATIONS IN EXISTING PAVED ROADWAYS SHALL BE COORDINATED WITH THE CITY OF SALEM o o , PVC SLEEVE PRIOR TO POURING ! ! o v v b (215) 393-8300 (516) 672-2000 PUBLIC WORKS DEPARTMENT OR MASSACHUSETTS HIGHWAY DEPARTMENT AS APPLICABLE, 6 SOUTHBORO, MA 01772 o 6" REINFORCED CONCRETE SLAB ❑ ❑ s STERLING, VIRGINIA WATCHUNG, NEW JERSEY i - j AND ALL EXCAVATION SHALL BEPAVEDWITHTEMPORARY BITUMINOUSPAVEMENT INSTALLED. ❑ U - .. .... ... .. ..._ ._..._....... _.. . ._ .. .--..- _-_. ._ _.. __.._. -. _. _.._. _. . ..._ _ --. ._ __. ..._.._. .__._. . - _..._.-_..._. __.._ - FROM THE DATE OF ORIGINAL EXCAVATION U TIL PERMANENT PAVEMENT IS INSTA o 1 703 709-9500 TT I I m 2 ❑ PROJECT: ( ) TITLE: (9oa) 668-8300 m w AMERADA HESS CORPORATION a D B - PROPOSED HESS EXPRESS LO FULL HEIGHT OF CURB 6' "U" TYPE BUMPER POST DETAIL ' TRENCH PIPE BEDDING CLASSIFICATION ; = W w ASSESSOR'S MAP 34, LOT 442 DETAIL SHEET I g z z z 295 DERBY STREET, CITY OF SALEM NOT TO SCALE a u s U 0 a ESSEX COUNTY MASSACHUSETTS CURB TRANSITION 2" FACE NO SCALE o- w D: w o TO FULL HEIGHT OF CURB SHEET No: 1" RADIUS w w w A SCALE:(H) AS DATE: 2„ ❑ ❑ ❑ a W.D . GOEBEL S. S`STEP SEY pRAWN(gYSHOWN PROJOECT No,rn PAVEMENT j Iw T a V-) a E f� SURFACE j JSC W010719 o N DBCOURSEY a' CHECKED BY: CAD I.D. I: LJJ ! \ o \ 0 H 0 o PROFESSIONAL ENGINEER P FES ALL GI D E 8424 LMD W0107195D6 OF 13 TRANSITION CURB DETAIL m N _ MASSACHUSETTS LICENSE No. 42644 M BSEP REV. No. i ! m ,( � O RHODE ISLAND LICENSE No. 7268 E No. 9308 i CONNECTICUT LICENSE No. 21854 \ d NOT TO SCALE I j Io N d n r NEW HAMPSHIRE LICENSE No. 10280 VE @f!'AL 7110 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE x i o , i n --------- i NOTE; FINISH ASPHALT BIT. CONC. r--"1i25SCCPY708RCREEN (12 SF) Vorteche Systems Installed Ina require an 1. Slormwaler Treatment System (SATS) shall have: /^- EXPRF55'C7PY7L79&�'D(19 SF) I upspstram dNmlon structure that 4'_6' NOTES y REINF. CONIC. MAT AROUND PUMP BASE COURSE A.B.C. Peak treatment capacity: 1.6 cis , / J •--gtA5alnFNIt50 9 SF 1 shall be detailed by the Consulting Sediment storage: 0.75 cu d ISLANDS 4000 P.S.I. @ 28 DAYS Engineer with elevation and weir 9 y '�: ..•7 g sediment chamber dia: 3.0' min QUARRY PROCESSED STONE BASE _.,-�' - / ,.,..7,,•"" J ! Wldth data provlded by Vortechnics. 2. SWTS sholl be contained in one rectangular structure _...-7 Jr. ' 1 _,7,,.••' y Seolont 3 SWTS shall remove 80% of annual TSS loading (NEW OR EXISTING) 4 SWTS shall retain noatables and trapped sediment up to and REINF. CONC. MAT OVER Aluminum angle flan e I g 9 including peak treatment capacity TANKS 4000 P.S.I. @ 28 DAYS TAR SEAL EXIST. ASPHALT with neoprene gasket 5 SWTS inverts in and out shall be at the some elevation J 6" Concrete Typ 6. SWTS shall not be compromised by effects of downstream tailwater ' NEW EXIST. 7. SWTS shall have no internal components that obstruct maintenance access I 8. Inlet pipe must be perpendicular to the structure L L 9. Pipe orientation may vo ry; see site plan for size and location (_,.--•' f ' I 10. Purchaser shall not be responsible for assembly of unit 4" \ OUTLET 11. Manhole frames and perforated covers supplied with system, not installed / .' 1 �.-,.-•" INLET. See notes 8, 9 $ee n0(O 9 12. Purchaser to prepare excavation and provide lifting equipment } °�°8°,8 S a °,8 A m •e°e,.°e°E• ° s-o' �\ '' °� " ~r' I A Weir 1 ' _6° A 3 Contact Vortechnics ® (207) 878-3662 Ext. 123 for ordering information tea• 8� ° "F ..: earn• e • e ° � 1 �... .r.� -9AC7Cf]tpT)NU Tb DE ee '" — 1 1 " 10.5 1 5" WELDED WIRE MESH 6" x 6" -W2.OxW2.0 2 SAWCUT /211 I Aluminum SET 2" BELOW TOP. Flaw Control Wall 4 " CONCRETE & PAVING DETAIL swirl chamber Baffle Wall I Sealant This CADD lie Is for the purpose or spec"ng sto mwater treatment equipment to be furnished by Vodechnice,Inc.and Ivey any be transferred to other documents exactly as provided - NOT TO SCALE 11'-2 I by Vortecmla. Title block Wfonnatlon,excluding the vorOxhnke logo and tlla Vodaohs^•SEomlweterTrvatment System designation and patent number,maybe deleted H necessary. I Revisions bony pert of MIs CADD Ne wMIout prior coordination with Vortschnka shelf be considered un°ulhorbed use of proprietary lnformatlon. I ._. . ...._. .... __ ..___. __.. ....-.... _... __._..--_ _______. ._ _... .. .... .. ...... ..... ._-.___....__.,..._.-._. .__-...._.__. ......._-...- ... ..__-_. .. ____..___ ..-... ___._.. _. _.___ ._ __.__-__. I PLAN VIEW B — B FINISH ASPHALT BIT. CONC. 4LETTER DETAIL I Rim elevations to REINF. CONC. MAT AROUND PUMP BASE COURSE A.B.C. match finished grade Risers by others ISLANDS 4000 P.S.I. @ 28 DAYS NOT TO SCALE I Concrete reinforced QUARRY PROCESSED STONE BASE for H520-44 loading REINF. CONC. MAT OVER (NEW OR EXISTING) I op and sides TANKS 4000 P.S.I. @ 28 DAYS TAR SEAL EXIST. ASPHALT Isoled to vault FB Weir B NEW EXIST. . Plated Weir - I " Butyl I 3 -6 rubberx 5" sealant I or :�8°a a8,�a em a , e�• 8'-,3'INLET Invert OUTLET Invert 8 ' eta•°m�-°- IT T SIGNAGE TABLE Typ i 4ydro T 6' x 6" -W2.OxW2.0 2 SAWCUT REF. TOTAL AREA TOTAL AREA 1 -v1 -vIrake -v WELDED WIRE MESH N0. DESCRIPTION LOCATION AREA /S.F. OTY. EXIST. SIGNS (S.F.) PROP. SIGNS (S.F.) Typ Typ Typ SET 2-1/2" BELOW TOP. 1 GIBBS ID SIGN PROPERTY CORNER -- 1 4B (FIELD V 2 GIBBS SIGN BUILDING FRONT 30.00 , VERIFY) 48 (RELD VERIFY) 30.00 J 5 " CONCRETE & PAVING DETAIL 3 NESS SIGN BUILDING FRONT 64.00 , 40.00 I • ' 4 GIBBS SIGN CANOPY SIDES 30.00 1 SOHO oo�o=°oo��=°o opo-ao oao°ooao-°oo�o-°o opo"=^ou<'o-°�o�o'=oowo�a�oao- o' Minimum 6" compacted gravel NOT TO SCALE 5 NESS SIGN CANOPY SIDES 17ol 2 34.02 TOTAL AREA OF SITE SIGNAGE 1 108.00 122.02 I _.-_-_._.... .... . . ..._ ..__. _ . .-....._..- __.......____......__ ._...._ _. _.. ._....__.- ...._.._-_._. --...-..__.. _.___._-._. ... . ..-....__.. .._-__.... .. ..__.._.___. .... SECTION A — A STANDARD DETAIL FINISH ASPHALT BIT. CONC. I STORMWATER TREATMENT SYSTEM REINF. CONC. MAT AROUND PUMP BASE COURSE A.B.C. ISLANDS 4000 P.S.I. @ 28 DAYS I VORTECHSTM MODEL 1000 QUARRY PROCESSED STONE BASE I REINF. CONC. MAT OVER (NEW OR EXISTING) .. . _....... -- -- - - -- TANKS 4000 P.S.I. @ 28 DAYS TAR SEAL EXIST. ASPHALT NEW EXIST. 7 aw4Y'Y TN RIV 6 sOU � e° 6" x 6 -W2.9xW2.9 2- 1/2":.e °° °°°;�•.•°°°°°m° ° ase e m •.:aSAWCUT WELDED WIRE MESH • e I SET 2-1/2" BELOW TOP. i I �I MAP S4 6 " CONCRETE & PAVING DETAIL LOT 142 • MIX r�nmMuCi ,\ NOT TO SCALE , LL°icon w>o i . 0 - FINISH ASPHALT BIT. CONC. I ` I � I REINF. CONIC. MAT AROUND PUMP BASE COURSE A.B.C. 1 ` ISLANDS 4000 P.S.I. @ 28 DAYS QUARRY PROCESSED STONE BASE �,I a REINF. CONC. MAT OVER NEW OR EXISTING) I ;-� TANKS 4000 P.S.I. @ 28 DAYS TAR SEAL P I EXIST. ASPHALT NEW EXIST. y IIIDraSN I.ua S0.R. MAP 1 MFss RIYI55 I YAP 34 LOT 444 1 rosea4°MsIR¢IwL ucnw YaCAx�sl I II II Z?+'�";'T°e.^•• I oaLOT t/rc43 Ar r ___1, 1114 LLAn.mYJ T _ 4•[•'Y � e ° ° 11 II •.�,y.;.;;.P •$:. ° .. e m °ag..ee I , 6" x 6" -W4.OxW4.0 2-1/2' L SAWCUT --�P I WELDED WIRE MESH SET 2-1/2" BELOW TOP. o;; 8 " CONCRETE & PAVING DETAIL - I NOT TO SCALE ( QC7 oa 1 , I W 1 1 w , I N I z liclu O ®wP Q w M (r1 raw 0 0 rote,• P.D.B. , m - N moea°wn s • ---- a 00 So w ° F I w m CIVIL CONSULTING ENGINEERS PROJECT MANAGERS ENVIRONMENTAL & SITE RUNICIPA L ENGINEERS- NORTH NEERoS • NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK D R ET w� i 0 (215) 393-8300 (516) 972-2000 wr v o STERLING, VIRGINIA SOUTHBORO, MA 01772 WATCHUNG, NEW JERSEY ® I o Z OL (508) 480-9900 (908) 668-9300 Z a (703) 709-9500 .K. UTE 1A) I a0 m m 0 ® (F.-A. STREET) m AMERADA HESS CORPORATION (PU -VARIABLE rN R.o.w.) o �, a PROJECT: TITLE: a o o: a PROPOSED HESS EXPRESS o ASSESSOR'S MAP 34, LOT 442 DETAIL SHEET 5 Z M Z a 295 DERBY STREET, CITY OF SALEM m o. o N u v" ESSEX COUNTY MASSACHUSETTS a. a a. c SHEET No: w+w o o Of 0. w ° T P SCALE: V SHOWN AS DAT 07/17/01 3 w w aZ In W 11 a. E W.D . GOEBEL S. RSEY ( ' i E � � ci ol` STEPH' �y, DRAWN BY: PROJECT W0107 f 1J f) TRUCK TURNING EXHIBIT \ o \ N N JMC 0107199 OF 13 �¢aeCO�N�� CHECKED BY: CAD I.D. 0 o 0 0 � PROFESSIONAL ENGINEER P OFE�IMAL EER LMD W010�19SD6 In MASSACHUSETTS LICENSE No. 42644 NN n . n N o trR' N GRI13�� 5 No. 36424 a SCALE 1 = 20m V� n N RHODE ISLAND LICENSE ND. 7268No. 9308 REV. No. CONNECTICUT LICENSE No. 21654 9 m u1 a n w MAINE LICENSE NoHAMPSHIRE .0 9490 ENo. 10280 S1BE' . 7110 CONSTRUCTION CHECK DATE 6 i C 0 i I NOTES: SEE CHART 1 ( 1 - 1. ALL STRUCTURES SHALL BE SUITABLE PUBLIC ( FOR H-20 LOADING AND SHALL MEET THE z R.O.W. I 1 REQUIREMENTS OF ASTM C478. > 30" I I 2. USE PRECAST FLAT SLAB TOP FOR I GREEN BORDER SHALLOW INVERT APPLICATIONS O woo I RESERVED I I WELDED CAP PLATE EXISTING GROUND PARKIN GREEN LETTERING (BY CANOPY FABRICATOR � nno I I ) 0 T R7-8 BLUE BACKGROUND 131-1 SIGN I WITH WHITE SYMBOL DOMED STRAINER //,I �\ I 1 (BY CANOPY FABRICATOR) WHITE DECK PANELS �\ -) WHITE BACKGROUND (BY CANOPY FABRICATOR) WHITE BACKGROUND 24"SQ. HEAVY DUTY FRAME & GRATE CONCRETE CURBING OR VAN COLLECTOR BOX C.I.,LeBARON LF-244 3-FLANGE OR IDE APPROPRIATE (BY CANOPY FABRICATOR) DRAIN raoucH APPROVED EQUAL SEE GRADING & BIT. CONIC. CURBING SEE 2-1/2" CLEA IACCESSIBL BLUE LETTERING TRANSITION BETWEEN • O p RED BKGND I BLUE BORDER SHROUD (BY CANOPY FABRICATOR) 3 (BY CANOPY FABRICATOR) UTILITY SHEET FOR RIM ELEVATIONS) PLAN FOR LOCATION AND TYPE STABILIZED CONSTRUCTION j PROFILE ENTRANCE AND PUBLIC R.O.W. I STEEL TUBE COLUMN, MIN. 5/16• WALL THICKNESS (BY CANOPY FABRICATOR) N FINISH GRADE _ SEE CHART 1 WHITE LETTERS I I I I-I I 1=1 SEALANT, BACKER R00 @ 1/2- SEE I _III III_ FIBER E%P. JOINT (BY CONTRACTOR) 1 LAYER 2-FROM O W.W.M. $g o SET 2-1/2" FROM TOP OF op°� I SHOP CUT OPENING AND REINFORCE ISLAND (BY CONTRACTOR) °g• MORTAR 3 SIDES R 25' I I W/10'KB".5/16" TO MAINTAIN STRUCTURAL INTEGRITY OF COLUMN TOP OF HIGHEST ISLAND --- (BY -oa - TWO COURSES OF BRICK -- -- -- -- -- O I (BY CANOPY FABRICATOR) w (BY CONTRACTOR) 111-1 I1=w�=L= 2 0" MAXIMUM.ARY BED MINIMUM,FRAFOUR E AND 4 -TTT=1Tf-TIT-�T- s' REw A ME PRIMER, SEALANT, BACKER PRECAST REINFORCED 6" I A BRICK WORK IN 3/8" MIN. I CONIC. PAVEMENT < ROD & 1/2" FIBER EXP. I PUBLIC ^ I (BY CONTRACTOR) THICK CONCRETE CONE TO FULL MORTAR BED. / 1/4" x 1/2" LG. PIN HD. BOLTS I 1 4 JOINT (BY CONTRACTOR) VARIES e OR 8" THICK FLAT EXISTING RIGHT o 00 WITH NUTS & LOCK WASHERS O ° ° d 3' SCHEDULE 40 POLYVINYL CHLORIDE LID (WHERE BURIAL GROUND OF z O i Ur- (PVC) ELBOW (BY CANOPY FABRICATOR) IS SHALLOW). WAY I 0 I `_' 2.50 GALV. U-POST I e COMPRESSIBLE FILLER (BUTYL RUB 0 I - EMBEDDED 3'-0" 1COMPACTED solL ad MIN. BOLT PROJECTION (THREADED) NON-SHRINK a -0 ALL JOINTS 0 I BELOW GRADE I (BY CONTRACTOR) m ENCASE COLUMNS WITH MIN. 2'-0" MORTAR ® PIPE w * OF CONCRETE, TYP. (BY CONTRACTOR) OPENINGS ALL FLOW GAS TRAP TO BE LEBARON -- -- -- -- - p 00 I I BELOW LOW POINT OF e ° , d ° AROUND SEE PLAN FOUNDRY OIL & GREASE ED I PAVEMENT UNDER CANOPY. ° ° e Q 0 ' VERIFY WITH AMERADA ° e REINF. CONC. FOUNDATION OR INV. TRAP OR APPROVED EQUAL R 25' 0 I NOTE: I HESS REPRESENTATIVE 4 ° (BY CONTRACTOR), SIZE BY 0 ° CANOPY MANUFACTURER. - I USE THIS SIGN WHEN THERE s HDPE DRAIN uNE ° e d OUTFLOW PIPE oZ PLAN VIEW I O I IS NO SUPERSEDING LOCAL I INSTALLED IN FIELD (BY (18' DIA. MAX.) p j� 4e 2" NON-SHRINK GROUT 5„ 0 I SIGNAGE REQUIREMENT, CONTRACTOR), SEE SITE (BY CONTRACTOR) ARRANGPLAN EMENT AND e e° ° ° WELDED BASE PLATE , N d e (BY CANOPY FABRICATOR) °d a ANCHOR BOLTS (FURNISHED & D°oa° " STOP 71 I ° �° 12" COMPACTED GRAVEL a o PERCENT SLOPE OF ROADWAY LENGTH OF STONE REQUIRED I INSTALLED BY CONTRACTOR). o SIGN I A.D .A. ACCESSIBLE UNDISTURBED EARTH SIZE BY CANOPY MANUFACTURER. COARSE GRAINED SOILS FINE GRAINED SOILS I ! MIN. 2000 P.S.F. III=III=III=�—TIT=TTT=III=I 0 TO 2% 50 FT 100 FT NOT TO SCALE j BEARING CAPACITY NOTE: SET COLUMNS ON FOUNDAT2% TO 5% 100 FT 200FT I I PARKING SIGN CONCRETE ISLANDORE ANDISLABLING COMPACTED SUBGRADE >5% ENTIRE ENTRANCE STABILIZED WITH FABC BASE COURSE (1-T— (1) 1(1) AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. I i NOT TO SCALE TYP. PRECAST CONCRETE CHART 1 SECTION OF CANOPY COLUMN TELEPHONE BOOTH AND PEDESTAL j j AT INTERNAL DRAIN DEEP SUMP NOTTOSHL BASIN DETAIL STABILIZED CONSTRUCTION ENTRANCE BY TEL UTILITY C0 (MOUNTING HEIGHT ABOVE PAVEMENT PER A.D A, NOT TO SCALE I NOT TO SCALE ( REQUIREMENTS) O I I I , .. ...._.__.._. ... _-.____. . ._..._._.. _. ...- . ...._...._.._.._.__.__ .. .._-AAAA.. ._._ __-_ .._.--.-.._. __AAAA..,_ .- . .. ._......_ ..-_. .- ._...... . . ...._...__._._I NOTE: ALIGN SEAL-OFF WITH NOTE: ' HANDHOLE IN POLE I EXPANSION JOINT DETAIL TO BE USED AT CONCRETE - 1 I ' POLE W/ V-0" ARM AND LIOHi(5) BALE I ! 1 SLABS WITHIN 20 FEET OF FUEL ISLANDS AND OVER iVRNISRED BY AMERADA HESS. COORDINATE SEAL-OFF EXPLOSION PROOF SEALING FITTING TALLED INSAND PUNTED BY WITH FWJDHOLE W WITH GROUNDING JUMPER BY I TANKS. CONTRACTOR LIGHT POLE. I I CONTRACTOR HANDHOLE WITH COVER ) EXPLOSION PROOF SEALING ' FRTING WITH GROUNDING NANDHOLE WH COVER I JUMPER BY CONTRACTOR j SMOOTH FORMED/ RUBBED ' 6" MIN. ABOVE GRADE BASE PULE COVER FURNISHED SIKA FLEX 2-C SL SEALANT BY AMERICA HESS AND INSTALLED BY CONTRACTOR LEVELING NIRS O I 1" CHAMFER ALIGN TOP OF BASE FLUSH W/ j 1 3.000 P.S.I. CONCRETE s• I I I ADJACENT CONCRETE CURB PRIMER BACKER ROD: ETHAFOAM "SB" —\ PLANTING AREA ?' / ( 1' CHNIFER SMOOTH FADE RUBBEDABOVE GRADESECURE I -- i 1PLANTING AREA I I "MIRAFI 100X" 2.500 P S 1. I I CONCRETE FOOTING -� I FILTER FABRIC U BY CONTRACTOR m I XP. JOINT FILLER: SEALTITE FIBRE I CHICKEN WIRE I /• / COMPACTED � I ANCHOR BOLTS BY TELEPHONE U ' BACKFILL o 3/4"• • 30" LONG ANCHOR I SUPPORT \ I UTILITY COMPANY \� 1 ° e e d BOLTS (SEE MFC. TEMPUHE) i •'e 'O 1 'e: e g NRNISHED BY AMERIAA HESS BACKFILL AFTER 1 4- INSTALLATION ° ° 'I AND INSTA LED BY CON RACTOR \ I / INSTALLATION OF I y% i, ' o e n d e N ° 3/4-RIGID CONDVIT 12" Ym. INLET FABRIC I (•)3/a" TELEPHONE CONDUIT V I ° �m A e i BELOW Fln15H GRADE Al s .) 24" DIA. HEAVY DUTY FRAME & COVER f d e K LANDSCAPED AREAS, 14" MIN. 24" MIN. BELOW FIN. GRADE I q,.�;- BELOW FINISH GRADE T C.L,LeBARON LA-248-1 OR APPROVED ❑ TT�T ! PAVED AREAS. BY CONTRACTOR < 9 EOUAL,RIM ELEV.(SEE PLAN) UNDER PAVED AREAS, BY II ILII I ° °' 1. CONTRACTOR e ° . < 9 CBAOCKPACIED INSTALL CONCRETE FOOTINGS 6" 1 e _ n e 0 1 (LABEL 'DRAIN 1, CONTRACTOR I$ TO CLEAN INLET ; 2'-O"(L).2'-0"('W) a d FINISH GRADE O d d CONC. FOOTING t• • -II (')314" ELECTRICAL CONDUIT — /' BELOW FROST LINE, 2'-0" M!N'MUM d. OY CONTRACTOR r4 N" FILTER AFTER EVERY STORM 24" MIN, BELOW FIN, GRADE DEPTH e 4 �ii" MAX. 2. CONTRACTOR TO REMOVE FABRIC UNDER PAVED Ai BY I d ° u"IEC soL (MIB -e MORTAR All APOUND ° sAN•IG Iso Los./so. n.)— • K - - TWO COURSES OF BRICK— 2'-0" 8"III�t CONTRACTOR ('L4 I ° A I ! 1 l l PAVDINGESH JUST PRIOR TO VERIFY REOUIaEMENrs FOR 5¢E I - UNDISTURBED SOIL (MIN. AND LOCATION OF TEL. & ELECT. i I TWO COU MINIMUM, FOUR BEARING 2,000 LBS./SQUARE CONDUITS W/ TEL. UTILITY CO. Fool) 2'_0- . T-O' MAXIMUM BED FRAME AND AT EXPANSION T I BRICK WORK I BEJIB B" MIN. TOP INLET FILTER DETAIL , TELEPHONE BOOTH DETAIL , IJXPANSIONNOT TG JAOII\ T DETAIL LE ; LIGHT POLE DETAIL AT LANDSCAPED AREAS PRECAST REINFORCED NOT TO SCALE NOT TO SCALE I 1 II THICK CONCRETE CONE NOT TO SCALE I 1 OR FLAT 8" THICK LID ..---_-_-.— (WHERE BURIAL IS SHALLOW). I 2 RE-BARS, STEEL PICKETS OR I I ALUMINUM OR PLASTIC INSTALLATION z'x 2' STAKES 1 1/2' TO 2' IN ROUND, DRIVE STAKES FLUSH I ( COATED W16"0..ROUG IRON G � 5';7';OR STEPS 16'O.C. 4'-0'; 6'-0° OR 9-314"(VARIES 1 . EXCAVATE A 6"x 6" TRENCH ALONG THE LINE OF 4. LAY THE TOE-IN FLAP OF THE FABRIC ONTO THE WITH BALES ; I B -o SEE PLAN PER LD.) 2 EROSION CONTROL OF THE SITE. UNDISTURBED BOTTOM OF THE TRENCH, BACKFILL \ I i BUTYL RUBBER 2. UNROLL SILTATION FENCE AND POSITION THE POSTS THE TRENCH AND TAMP THE SOIL. TOE-IN CAN SEALANT (TYP,) AGAINST THE BACK (DOWNSTREAM) WALL OF THE ALSO BE ACCOMPLISHED BY LAYING FABRIC FLAP I s v TRENCH NET SIDE AWAY FROM FLOW DIRECTION), ON UNDISTURBED GROUND AND PILING & TAMP- 2500 PSI CONC. INVERT o - ( ) ANGLE FIRST STAKE TOWARD I PRECAST REINFORCED TO BE POURED WHEN ` v 3. DRIVE THE POST INTO THE GROUND UNTIL THE LNG FILL AT THE BASE. " ! CONCRETE RISER sEcr.'s MANHOLE is COMPLETED z PREVIOUSLY LAID BALE Aw AwR �► Ftow NETTING IS LAYING ACROSS THE TRENCH BOTTOM. ww�titi , AS REQUIRED zJ 6" MIN. Q�` "'"'• s • < �< s I I NON-SHRINK MORTAR N FLOW A.,, •,,, ;< — i I 9 PIPE OPENINGS WOOD OR PLASTIC 1 -1/2 x 1 -1/2 A " '"�~~ ` ��r s ` s I ALL AROUND POSIT BOUND BALES PLACED v- / s'<y ,y I ` o° 12" COMPACTED GRAVEL ° SLAT STAPLED THROUGH \ ON CONTOUR M �A</ SIA 3` < s� FABRIC TO POST FABRIC N E y, j COMPACTED - = - - - = `-I - < s = 1 SUBGRADE I I 1=1I 1=1I 1=1 11-111=1 I-1I =I I I=1 C POST UI M ` FILTER DETAIL OF POST ATTACHMENT — j i TYP. PRECAST CONCRETE FABRIC (PRE-ASSEMBLED PRIOR TO INSTALLATION) POST I MANHOLE STORM DRAIN 24" MIN. SLAT SLAT POST DRAINAGE AREA NO MORE THAN 1/4 AC. PER 100 FEET OF STRAW BALE DIKE N.T.S. N FILTER SILT FENCE (3' WIDE) FOR SLOPES LESS THAN 25% NOTE: o BACKFILL FABRIC NOTES: N FABRIC I ALL STRUCTURES SHALL BE SUITABLE 1 . BALES SHALL BE PLACED AT THE TOP OF A SLOPE OR ON THE I I FOR H-20 LOADING AND SHALL MEET THE N I REQUIREMENTS OF ASTM C478. 22 BACKFILL CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE i I - (12" MAX. 6" FLOW : ADJACENT BALES. LER �uNv ROCKY MIN. -"— I - o SOIL• LAP 2. EACH BALE SHALL BE PLACED SO THE BINDINGS ARE HORIZONTAL. __z_" m �l "� ', IN G- vcco o 12 •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO w M z a STAKES OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN o o NORTH WALES. PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK o NATIVE SOIL o 0 C) M (215) 393-8300 (516) 872-2000 EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT STERLING, VIRGINIA SOUTHBORO, MA 01772 3 & WATCHUNG. NEW JERSEY AN ANGLE TO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN I o w w (703) 709-9500 (508) 480-9900 (908) 668-8300 FLUSH WITH THE BALE. m m AMERADA HESS CORPORATION TOE-IN METHODS I m PROJECT: PROPOSED HESS EXPRESS TITLE: `D \ -BACKFILL 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL I X D, L1 ASSESSOR'S MAP 34, LOT 442 DETAIL SHEET BE PROMPTLY AS NEEDED. g z w z a 295 DERBY STREET, CITY OF SALEM PERSPECTIVE OF FENCE i W W Q g Q V y ESSEX COUNTY MASSACHUSETTS SCALE:(H) AS DATE: 0 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR o a Dif w o w SHOWN 07 17 O1 i USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR ! w w a w a a E W. D .11 1/ GOEBEL S. ( " RSEY / / SHEET No: TYP. SILTATION FENCE DETAIL DRAINAGE. I N `^Ell �3 `^ E �4° STEP O DRAWN BY: PROJECT No: w - NOT TO SCALE Of u a a JSC W010719 N 0 o PROFESSIONAL ENGINEER %OF I AL GI EER CHECKED BY: CAD I.D. 7 J 0 C, oLMD W010719SD622STRAW N BOT oLE LEDETAIL ; n � o MASSACHUSETTS LICENSE No. 4264454 yp5036424OE N1O3 I m m m \ RHODE ISLAND LICENSE No. 7268 No. 9308 CONNECTICUT LICENSE No. o. 10 8 MANE LNEW IEICENSE No. 10280 Oi . 7110 6 CONSTRUCTION CHECK DATE 0 i i i ! 1 PLANTINGSPECIFICATIONS : ' INCORPORATE 2" OF PEAT INTO GRADE ALL BED AREAS TOA 6" OF PLANTING MIXTURE, AS SPREAD SPECIFIED 1. SCOPE OF WORK 150 POUNDS 'GRO-POWER' C. IMMEDIATELY AFTER PLANTING GROUND COVER, CONTRACTOR SMOOTH EVEN CONTOUR FREE OF I A. THIS WORK SHALL CONSIST OF PERFORMING, CLEARING AND 100 POUNDS AGRICULTURAL GYPSUM SHALL THOROUGHLY WATER GROUND COVER. ! DEPRESSIONS, RIDGES, ROCKS OR 1" FINELY SHREDDED SOIL PREPARATION, FINISH GRADING, PLANTING AND DRAINAGE, 20 POUNDS NITROFORM (COURSE) 38-0-0 BLUE CHIP I OTHER DEBRIS BOTH BEFORE AND I COMPOSTED BARK INCLUDING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND D. ALL GROUND COVER AREAS SHALL BE TREATED WITH APRE- i AFTER PLANTING AND BEFORE j 3/16" x 4" METAL EDGING ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF 8. PLANTING EMERGENT BEFORE FINAL LANDSCAPE INSPECTION. GROUND ! MULCHING. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE COVER AREAS SHALL BE WEEDED PRIOR TO APPLYING PRE- ° s THIS PROJECT. I DO NOT PLANT SHRUB TOO DEEP. PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE EMERGENT. PRE-EMERGENT TO BE APPLIED AS PER 0 CD ! FINISHED GRADE MANUFACTURER'S RECOMMENDATION. TOP OF ROOTBALL SHOULD BE EVEN ` 2. MATERIALS EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED, ` G po w A. GENERAL - ALL MATERIALS SHALL BE BEST OF ITS KIND I WITH FINISHED GRADE BEFORE c = II� 1 AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING A. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH 10. FINISH GRADING MULCHING. c Q MINIMUM 4" TOPSOIL i,a III WIDTH TWICE THE DIAMETER OF ROOT BALL AND 6" DEEPER THAN A. ALL AREAS WILL BE RECEIVED BY THE CONTRACTOR AT ! o III—III- I-III-III I ITIl_ II 11 UNTIL IRRIGATION WORK AROUND PLANTING AREAS IS COMPLETE I SPECIFIED MULCH w I 18" STAKE INTO UNDISTURBED - -III -III-III- II AND APPROVED. THE LENGTH OF ROOT BALL. EACH PLANT PIT SHALL BE SUBSTANTIALLY PLUS/MINUS .1 FOOT OF FINISH GRADE. ! I GROUND EVERY 30" O.C. ;L- BACK FILLED WITH THE FOLLOWING PREPARED SOIL MIXED ! FORM SLIGHT SAUCER —�—r B. PLANTS - ALL PLANTS SHALL BE HEALTHY OR NORMAL GROWTH, THOROUGHLY: B. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, ! AT ROOTBALL WELL ROOTED, FREE FROM DISEASE AND INSECTS. EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE, I ! GROUNDCOV NO ANNUAL PLANTING 1 PART PEATMOSS UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT. NOT TO SCALE C. TOPSOIL - ORGANIC TOPSOIL FREE OF DEBRIS, ROCKS LARGER 1 PART COW MANURE BY VOLUME SOIL AREAS ADJACENT TO THE BUILDINGS SHALL SLOPE AWAY. (� THAN TWO INCHES (2"), WOOD, ROOTS, VEGETABLE MATTER AND 3 PARTS TOPSOIL BY VOLUME SPECIFIED PLANTING MIX; CLAY CLODS. 21 GRAM 'AGRIFORM' PLANTING TABLETS AS FOLLOWS: C. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO I WATER AND TAMP LIGHTLY I HYDROSEED SPECIFICATIONS D. MULCH - DOUBLE SHREDDED HARDWOOD BARK MULCH. 2 TABLETS PER 1 GAL. PLANT ALLOW FREE FLOW OF SURFACE WATER. TO REMOVE ALL AIR Z 1. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL 3 TABLETS PER 5 GAL, PLANT POCKETS DEBRIS LARGER THAN 2" DIAMETER. 3. FERTILIZER AND SOIL CONDITIONER 4 TABLETS PER 15 GAL. PLANT11. GUARANTEE 2. PRIOR TO SEEDING, CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. , ' LARGER PLANTS (2) TWO TABLETS PER 1/2" SIAM. OF TRUNKA. CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD 3. SEEDING RATES: A. ORGANIC FERTILIZER - SHALL BE PROCESSED SEWER SLUDGE CALIPER OF ONE (1) YEAR FROM ACCEPTANCE OF JOB. ` WITH MINIMAL CONTENT OF 1% NITROGEN AND 2% PHOSPHORIC ! 6" PERENNIAL RYEGRASS 1/2 LB/1000 SQ FT ACID, EQUAL TO 'NITROHUMIS'. B. PREPARED SOIL SHALL BE TAMPED FIRMLY AT BOTTOM OF PIT. ! KENTUCKY BLUEGRASS 1 LB/1000 SO FT MIN. i RED FESCUE 1/2 LB/1000 SQ FT FILL PREPARED SOIL AROUND BALL OF PLANT 1/2 WAY, AND 12. CLEANUP I SPREADING FESURE 1/2 LB/1000 SQ FT B. ORGANIC FERTILIZER AND SOIL CONDITIONER - SHALL BE 'GRO- INSERT PLANT TABLETS. COMPLETE BACK FILL AND WATER A. UPON THE COMPLETION OF ALL PLANTING WORK AND BEFORE FERTILIZER (16.32.16) 2 LB/1000 50 FT POWER' AND ORGANIC BASE MATERIALS COMPRISED OF THOROUGHLY. FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL ! SHRUB PLANTING DETAIL I LIQUID LIME 1 GAL/800 GAL. TANK DECOMPOSED ANIMAL AND VEGETABLE MATTER AND COMPOSTED TO MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. I I TACKIFIER 35 LB/800 GAL. TANK SUPPORT BACTERIAL CULTURES, CONTAINING NO POULTRY, C. ALL PLANTS SHALL BE SET SO THAT, THEY BEAR THE SAME RELATION TO ALL PAVED AREAS SHALL BE BROOM CLEANED AND THE SITE LEFT NOT TO SCALE FIBER MULCH 30 LB/1000 SQ FT ANIMAL OR HUMAN WASTE. GUARANTEED ANALYSIS (5-3-1) THE REQUIRED GRADE AS THEY BORE TO THE NATURAL GRADE IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE i I 4. GERMINATION RATES WILL VARY AS TO TIME OF YEAR FOR SOWING. CONTRACTOR TO NITROGEN 5%. PHOSPHATE 3%, POTASH 1%. 50% HUMUS AND BEFORE BEING TRANSPLANTED. OWNER'S AUTHORIZED REPRESENTATIVE. ! I IRRIGATE SEEDED AREA UNTIL AN ACCEPTABLE STAND OF COVER IS ESTABLISHED BY OWNER. 15% HUMIC ACIDS. i D. IMMEDIATELY AFTER PLANTING, STAKE ALL TREES TO PREVENT MAINTAIN TREES, SHRUBS AND OTHER PLANTS BY PRUNING, CULTIVATING AND ' I 4. GENERAL WORK PROCEDURES DAMAGE FROM WIND (LODGE-POLE STAKES LENGTH AS REQUIRED). WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. A. LANDSCAPE WORK SHALL BE ACCORDING TO THE WORKMANLIKE FASTEN TREES TO UPPER END OF STAKE IN AT LEAST TWO (2) TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS -------------- STANDARDS ESTABLISHED FOR LANDSCAPE CONSTRUCTION AND PLACES USING HOSE TYPE TIES. TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR PLANTING. REPLACE DAMAGED WRAPPINGS. SPRAY WITH HERBICIDE AS REQUIRED TO E. PREPARE RAISED EARTH BASIN AS WIDE AS PLANTING HOLE OF KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. NOTES 5. WEEDING EACH TREE. 1, NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT A. BEFORE AND DURING PRELIMINARY GRADING AND FINISH MAINTAIN LAWNS BY WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING, ; COLLAR OF PLANT. F. WATER IMMEDIATELY AFTER PLANTING, WATER SHALL BE 2. REMOVE ALL ROPE FROM TRUNK & TOP OF ROOT BALL. GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE AND OTHER OPERATIONS SUCH AS ROLLING, REGRADING AND REPLANTING AS I FOLD BURLAP BACK 1/3 FROM ROOT BALL APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO SOD SPECIFICATION: ROOTS AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DISTURB BACK FILL AND TO THE EXTENT THAT ALL MATERIALS IN REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR I 3, PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS GROWN IN NURSERY. BARE AREAS. ' 6. TOPSOILING I e e 1. SOD IS TO BE A FESCUE / BLUEGRASS THE PLANTING HOLE ARE THOROUGHLY SATURATED. ! 40 e REINFORCED I BLEND APPROX. 70/30%. SOD IS TO BE A. CONTRACTOR TO PROVIDE FOUR INCHES (4") MINIMUM THICK G. PRUNE ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS 13. MAINTENANCE (ALTERNATE BID) °e ° INDIGENOUS TO THE AREA AND BE I ° RUEBER HOSE FURNISHED BY A REPUTABLE GROWER WITH TOPSOIL LAYER IN ALL PLANTING AREAS. TOPSOIL SHOULD TO A MIN. OF 7' BRANCHING HEIGHT. COST PER MONTH AFTER INITIAL 90-DAY MAINTENANCE PERIOD. I (1/2" DIA. BLACK) A MINIMUM 5 YEARS EXPERIENCE. BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO PRODUCE A FOUR INCH (4") COMPACTED THICKNESS. TOPSOIL 9 GROUND COVER PRESENT AT THE SITE, IF ANY, MAY BE USED TO SUPPLIMENT ! TOTAL AMOUNT REQUIRED. A. ALL GROUND COVER AREAS SHALL RECEIVE A 1/4" LAYER OF i e Z. PRIOR TO SODDING ALL AREAS ARE AT BE HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL LIGHTLY, FINE GRADED, RAKED, WATERED DOUBLE #10 GA. LIGHTLY, AND FERTILIZED WITH A STARTER GALVANIZED WIRE FERTILIZER. 7. SOIL CONDITIONING PRIOR TO PLANTING GROUND COVER. e4 A. CULTIVATE ALL AREAS TO BE PLANTED TO A DEPTH OF 6 ALL e v GUYS TWISTED 2" DIA. HARDWOOD 3. ALL STONES GREATER THAN 2" DIAMETER DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE B. SPACING AND VARIETY OF GROUND COVER SHALL BE AS SHOWN ON SHALL BE REMOVED. STAKES DISPOSED OF AT THE CONTRACTOR'S EXPENSE. SPREAD EVENLY DRAWINGS. I 2EE TREE HT, 3 PER TREE 4. SOD TO BE INSTALLED PERPENDICULAR TO IN ALL PLANTING AREAS AND TILL (2 DIRECTIONS) INTO TOP 4' WITH THE FOLLOWING PER 1,000 S0. FT,: 3" SHREDDED i ALL SLOPED AREAS. SOD STRIPS TO BE HARDWOOD BARK MULCH � LAVED OUT SO JOINTS ARE NOT CLOSER SAUCER RIM THAN ONE FOOT (1'-0") FROM EACH _....._. __._.... .___._.. ... ...._.. .._ . .._ . _._.__. .____ ..._ ._ ._._... ._... _. .. ....... .... ...._ ..-_. .._._..._.__..._ __.._ __-._...___.__.... . ...._.- ._ _.. ... .._ _. _. _..._... ... ...__.. .. .... .._..._.._. __. ._._... ... _.._ ... . _._ __. .._.. .....-. .. .._..._...-_.._ . ..._..._- ._.....,.,.... .,.._ FINISHED GRADE OTHER. F 5 ED ROOT BALL /\ \ TOPSOIL i 5. SOD IS TO BE WATERED AT A RATE OF AT LEAST ONE AND A HALF INCHES (1 1/2") _� i fil TTS 1 _ PLANTING MIX: PER WEEK UNTIL ROOT MASS MENDS WITH ,4, I :�I-III II-!�I-III-I -III-��I- 1 PART PEAT MOSS SOIL. AFTER THIS HAS OCCURRED NORMAL _ III-III-III '=IIIT-f! 1 PART COW MANURE WATERING OF AT LEAST ONE INCH (1") PER 3 PARTS TOPSOIL WEEK IS TO COMMENCE. 4"-6" TOPSOIL MOUND UNDISTURBED 6 HEAVINGALL AREAS ARE TO BE OR DEPRESSIONS OCCUR. IF ANY SUEGRADE i I ace i DECIDUOUS TREE PLANTING DETAIL I (SLACK) NOT TO SCALE ® __ . ._. .. --- ----- - - ..----------- . . .... __ ..__._. -- ... ---- ------- 00 -----00 EJ\ --- -----_-�/ AREA OF SITE CONSTRUCTION ------- --------- i \ AREA WITHIN PROTECTION ZONE/TREE ( �❑ EJ EP DRIP LINE [p \ --- 00 / FENCE TO FOLLOW TREE DRIP LINE ------ --- , EP � � I OR 6' FROM TRUNK - WHICH EVER IS GREATER ------- -------- RC6 4' WOOD & WIRE SNOW FENCE W/STEEL STAKES 18" O.C. NNp vvOAoozs1" oAor r ai.;i�i_-`._•--.._ ❑ CF EEJ J „III 9eop,Io_rr-r 00 i __.... .. ._.... _._P_LA. .N... _.. N.. .. . .._.. ....-... .. ... ... ._. ... _.. WOOD OOD.._. . -W...IR...E. -.S.. NOW....FEN_C.E...U...S ..E..D AS TREE GUARD TO PREVENT DAMAGE- G-E P+ ❑ P + FROM CONST. EQUIP. TREE DRIP LINE/TREE PROTECTION ZONE 0WITHIN PROTECTION ZONE TO PROPOSED 4'x12' DISPENSER ISLAND REMAIN UNDISTURBED DURING clt (TYP) CONSTRUCTION (TYP. 4 PLACES) (CONTRACTOR TO PROVIDE EXPANSION JOINT AROUND 4' WOOD & WIRE SNOW FENCE W/STEEL STAKES 10' D.C.PERIMETER OF EACH DISPENSING ISLAND) P) r ELEVATIO P+ R TREE PROTECTION DURING SITE CONSTRUCTION 00 NOT TO SCALE O1 rmi -ivi Ni -Ni ' m o (TYP) BO 1 EENGINE RING, P)vV F 6 -CIVIL & CONSULTING ENGINEERS- PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERoS •= EP RC6 i w NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK a I u v( 215) 393-8300 (516) 872-2000 PROPOSED 48'-3" CONCRETE MAT u 0 o u STERLING, VIRGINIA SOUTHBORO, MA 01772 WATCHUNG, NEW JERSEY a EXISTING 32'x49' CANOPY & 8 o w (703) 709-9500 (508) 480-9900 (soe) 668-8300 ( ) o PROJECT: AMERADA HESS CORPORATION TITLE: TO REMIAN u e 2 PROPOSED HESS EXPRESS z o ASSESSOR'S MAP 34, LOT 442 � g z z a 295 DERBY STREET, CITY OF SALEM DETAIL SHEET N ESSEX COUNTY MASSACHUSETTS DISPENSER ISLAND MAT CONFIGURATOIN � P., o w o SCALE o. iw SHEET No: V :(MH) SHOWN H AS DATE: a SCALE N.T.S. N f N a E W.D . GOEBEL S orP sT RSEY (V) SHOWN 07/17/01 G DRAWN BY: PROJECT No: P �j 0 1 JSC W010719 `7L JI a i O CHECKED BY: CAD 1.0. w I o o PROFESSIONAL ENGINEER OF N NEER OF 13 N O N ry N 0 F C1()�Id LMD W0107195D MASSACHUSETTS LICENSE No. 42644 HUSE No. 36424 m ,i „�, N �_ 0 RHODE ISLAND LICENSE No. 7268 t7AY E No. 9308 REV. No. NNECTICUT w ! e "' a "' `" MOA NE LICENSE NoNS9490 21854 IIfSsy� S�FIko 408 CONSTRUCTION CHECK DATE I N > NEW HAMPSHIRE LICENSE No. 10280 V -Y'L o. 7110 6 v x 0 xy'14 °pourth bbl N g 0 12,30" ?r Wkch Dung JAueeum 3O" �® REFERENCES: GRILL HOLE I 641 W I FOUND I \ 1. THE OFFICIAL ASSESSOR'S MAP NO. 34 OF THE CITY OF SALEM, ESSEX COUNTY, COMMONWEALTH RChyHall °� °U \ �/�/ ®T VEP OF MASSACHUSETTS. \\ yyy d ddd oom �4 Y � ��` � 2. MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM, FIRM FLOOD INSURANCE RATE MAP, CITY OF SALEM, MASSACHUSETTS ESSEX COUNTY, PANEL 1 OF 5", COMMUNITY-PANEL Peabody EssexM m sl aG NUMBER 250102 0001B, EFFECTIVE DATE AUGUST 5, 1965. 'n�'E ueel B Tg 644 3. ZONING ORDINANCE: CITY OF SALEM, MASSACHUSETTS, REPRINTED 1999. �y51 _ 4. MAP ENTITLED "WIDENING OF DERBY ST, FROM CENTRAL ST. TO ORANGE STRW u eMdSon n . SALEM , MASS.", ° _ 96•,56' DATED JULY 1915. SITE _01bA DOLL HOLE Sale L + 641 FOUND 5. MAP ENTITLED "PLAN OF LAND AND A PORTION OF SOUTH RIVER TAKEN FOR THE EXTENSIONS ° I I nT6ors�r 14 OF DERBY ST. TO LAFAYETTE ST. SALEM MASS.", DATED MARCH 1915. I 6. MAP ENTITLED "PLAN OF LAND BELONGING TO C-B REALTY ASSOCIATES SITUATED IN SALEM, MASS." ° x�9y PREPARED BY BRADFORD & WEED, DATED MAY 31, 1946. ltgb 7. MAP ENTITLED "LAND OF BRADSHAW LONGMAID, DERBY ST., SALEM, MASS.", DATED SEPT. 1964, \ 11 I /� pM0 FILED IN THE ESSEX REGISTRY OF DEEDS ON OCT. 30, 1964 AS FILE 502 OF 1964. oS x6. I / IWp 21AV,T , 1 I / 0 8. ASSESSOR PROPERTY .CARD FOR LOT 442, MAP 34 PROVIDED BY THE CITY OF SALEM ASSESSOR'S OFFICE. y11 i // xyOg 9. SEWER MAP RECEIVED FROM CITY OF SALEM DEPARTMENT OF PUBLIC SERVICES. / xy gy � LOCUS MAP \ \ i 01997 Delorme, Street Atlee U.S.A. // \ NOTES: `\ / 1. LOCUS KNOWN AS LOT 442, ASSESSOR'S MAP 34, OF THE OFFICIAL, TAX MAPS OF THE `CRASS AREA� 21 93g I CITY OF SALEM, ESSEX COUNTY, COMMONWEALTH OF MASSACHUSETTS. / 2. AREA = 17,603 S.F., 0.404 AC. xy3o // 3, LOCATION OF ALL UNDERGROUND UTILITIES ARE NOT SHOWN. xy 66 / \ / L0 4. THIS PLAN IS BASED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN THE FIELD BY ASPHALT I PAVEMENT CONTROL POINT ASSOCIATES, INC. AND OTHER REFERENCE MATERIAL AS LISTED HEREON. 1 5. THIS SURVEY WAS PREPARED WITH REFERENCE TO A TITLE COMMITMENT PREPARED BY 9G1x\�\ z I 9ST LAWYERS TITLE INSURANCE CORPORATION, CASE NUMBER C3433, WITH AN EFFECTIVE DATE OF DECEMBER 19, 2000, WHERE THE FOLLOWING SURVEY RELATED EXCEPTIONS APPEAR IN �\\ I SCHEDULE B, SECTION 2. \ 1 METES AND BOUNDS DESCRIPTIONRIGHTS TO CITY FFECT MAINTAIN AND DRAIN THROUGH PREMISES - DOES L9 / ASSESSORS OFSALEM 442 / ESSEX COUNTY, COMMONWEALTH OF MASSACHUSETTS MAP 34 \ MAP 344 / MAP 34 6. UNDERGROUND TANK SIZES WERE OBTAINED FROM INFORMATION RECEIVED FROM STATION LOT 441 LOT 442 / LOT 443 MANAGER OFCAMPNOYEE. ALL SIZES AND LOCATIONS ARE APPROXIMATE & ARE SUBJECT TO FIELD N/F LANDS OF \ N/F LANDS OF / 1p N/F LANDS OF NY LI GEORGE E. MAGUIRE, \\ GIBBS OIL COMPANY PARTNERSHIP / 9, 3y JEROME R. SOUSA, JR. 7. ELEVATIONS ARE BASED UPON NGVD 1929 DATUM, REF, U.S.C.C.S. BM #19, ELEV.=13.695. TRUSTEE OF SOUTH RIVER REALTY TRUST \ D.B. 010745, PG. 390 s./ D.B. 9731, PG. 366 BEGINNING AT A POINT ON THE SOUTHERLY SIDELINE OF DERBY STREET (A.K.A. D.B. 7021, PG. 283 0 �\ / r ROUTE 1A, F.K.A. WATER STREET, PUBLIC-VARIABLE WIDTH RIGHT OF WAY), SAID POINT 8. LOCUS IS LOCATED IN FLOOD HAZARD ZONE A2 (AREAS OF 100-YAR FLOOD ELEVATIONS \\\\ / I BEING ORTH 55 DEGREES - 00 OA CURVE TF SECONDS CONN CONNECTING E DISTANCE OUTHERLYFSDELNE OF FEET AND FLOOD HAZARD FACTORS DETERMINED TO BE 10') PER REF. 2. FROM HENORTHEASTERLY ASTERLY TE MANUS pf DERBY STREET WITH THE EASTERLY LINE OF LAFAYETTE STREET AND FROM SAID BEGINNING POINT RUNNING THENCE; 9. LOCUS IS LOCATED IN ZONING DISTRICT 8-5 PER REF. #8. PK NAL ZONING DATA: ZONE B-5 (BUSINESS AND INDUSTRIAL) 2y sTl APIIROX. LOC. (3) UNDERGROUND � FOUND j 1. ALONG THE SOUTHERLY SIDELINE OF DERBY STREET, NORTH 85 DEGREES - 00 \ 14.1' 9 x REL STORAGE TANKS (SEE NOTE 6) MIN. LOT AREA 2,000 S.F. Gp1 3 3 VENTS �'\9�1 _ / ON LINE i v MINUTES - 50 SECONDS EAST, A DISTANCE OF 110.00 FEET TO A POINT, THENCE; MIN. LOT WIDTH 30 FT. ye p 2, ALONG THE DIVIDING LINE BETWEEN LOT 442 AND LOT 441, MAP 34, SOUTH 04 MIN. LOT COVERAGE 100% O 9, 9 O 9 4 W VACUUM ON CO . P ® I p WpU. bg � q3 DEGREES - 13 MINUTES - 40 SECONDS WEST, A DISTANCE OF 185.24 FEET TOA MAX. BLDG. HEIGHT 70 FT/6 STORIES \\ 942pHC( 9W 9' 9?4 s• I DRILL HOLE FOUND IN THE STONE BULKHEAD ON THE NORTHERLY SIDE OF THE SOUTH 1 OF LONG RIVER, THENCE; MAX. HEIGHT OF FENCES & WALLS 10 FT. \ I \ ® \ ASPHALT I FLOOR AREA RATIO 6:1 \ e.ya 80 DEGREES - 12 MINUTES - 30 SECONDS WEST, A DISTANCE OF 96.56 FEET TO A i'--- -- - --- PAVEMENT I 3. ALONG THE NORTHERLY SIDE OF THE SOUTH RIVER AND ALONG SAID BULKHEAD, NORTH \ ! 1 STORY / / \ 1 POINT IN THE STONE BULKHEAD, THENCE; UTILITIES: \ MASONRY ` I\ ------------O O a? 4. ALONG THE DIVIDING LINE BETWEEN LOT 442 AND LOT 443, MAP 34, NORTH 00 1 � 1'Hr_ FOLLOWING COMPANIES WERE NOTIFIED BY THE MASSACHUSETTS DIG SAFE SYSTEM ty DEGREES - 16 MINUTES - 50 SECONDS WEST, A DISTANCE OF 158.76 FEET TO THE (1-800-344-7233) AND REQUESTED TO MARK OUT UNDERGROUND FACILITIES AFFECTING 143 X981 \ \�.--- POINT AND PLACE OF BEGINNING. AND SERVICING THIS SITE. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST, \LI sway PLANTER g+ o6B rCOVER CONTAINING 17,603 SQUARE FEET OR 0.404 ACRE/�'- -- -3X3CUJER (1YP) -------�\ COVER li SERIAL NUMBER(S): 20010703994 �1P•COVER IT p) ,'� I I 1 SORY THIS DESCRIPTION IS WRITTEN WITH REFERENCE TO TITLE COMMITMENT PREPARED BY UTILITY COMPANY PHONE NUMBER 2X2 COVER (ttP) 1 I( MASONRY BURDING LAWYERS TITLE INSURANCE CORPORATION, CASE NUMBER C3433, WITH AN EFFECTIVE DATE i egy 1 q i1 \ Lam` 0 / II "GOODYTM' OF DECEMBER 19, 2000. BOSTON GAS (978) 943-5444 ( \ / u1 AT&T BROAD BAND (800) 598-0628 --- -------------- II MASS. ELECTRIC ((508)) 860-6535 VERIZON 800 347-5857 MAT -----'--_ .\ y1 9• gb ca x1G' j -x ----"OVERHEAD CANOPY(13.1'1 CUE A`:GEI-----X ❑❑ 00 �// COVER I� I !\ 1 --�-- ------------- 0 II TO: I I \\ ® 0 II LEGEND AMERADA HESS CORPORATION, A DELAWARE CORPORATION II ^� AMERADA HESS FACILITIES BUSINESS TRUST NO. 1998-1, 49.111 II - -123- - EXISTING CONTOUR ACTING ONLY WITH RESPECT TO SUBI PORTFOLIO NO. 2001-2 1 CONIC. PAD FOR COL (TYP) \ ( q?4 j x 123.45 EXISTING SPOT ELEVATION GENERAL FOODS CREDIT CORPORATION 63 gN 9p3 CONIC ISLAND (1 P) T\ 15•COVER (TINA) II WILMINGTON TRUST COMPANY 9• O I \ II x TO 123.45 EXIST. TOP OF CURB ELEVATION SV, LLC, A DELAWARE LIMITED LIABILITY COMPANY \ II STATETATE STREET BANK AND TRUST COMPANY, A MASSACHUSETTS x c 122.95 EXIST. GAITER ELEVATION f TRUST COMPANY, AS INDENTURE TRUSTEE UNDER THE TRUST I I 966 I \\ 2x2ConC. WT ^II INDENTURE AND SECURITY AGREEMENT DATED AS OF MAY ( i 011059 01105] \\ (tYP.) I —OH— OVERHEAD WIRES 14, 2001 (THE INDENTURE") AND THE HOLDERS FROM TIME TO TIME OF THE LOAN CERTIFICATES SECURED BY THE ASPHALT I U-DXM(�) APPROX. LOC, UNDERGROUND GAS LINE INDENTURE I \\ LAWYERS TITLE INSURANCE CORPORATION ( }9 PAVEMEMG rfi I \ o I - -E - - APPROX. LOC. UNDERGROUND ELEC. LINE // x9sy x9 1 951 '*�CONC. W I \\ yy � -�- UTILITY POLE THIS IS TO CERTIFY THAT THIS MAP OR e^ x9 PLAT AND THE SURVEY ON WHICH IT IS MAT 34 meq\ ASPHALT ® MONITORING WELL BASED WERE MADE (1) IN ACCORDANCE PAVEMENT-/ I Y4\\ y LAMP POST gUIREMENTSWITH M FOR UM SALTA/AC3MDLAND ETAIL TITLE q, \ I SURVEYS," JOINTLY ESTABLISHED AND / 1 \ 3 ADOPTED BY ALTA, ACSM AND NSPS IN 1999, / 1 M I I !� \ n �� y AND INCLUDING ITEMS 2,3,4,5,8,10,11 & 13 • i I CANE',C04 ) t1 %0.05 I f' T\ 9g0 `C/ OF O g195p i 0\\ 1 g6t AACCURACY STANDARDSOFAS ADOPTEDB ALTA, / N i LJ ❑ I f' ® F..- ai I ----- CONIC. SIDEWALK ---------------- HSPS, AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, THE O UNDER-rye\ o & I 9,6T SIGNED FURTHER CERTIFIES THAT THE / qyo I o2 I /\ � I / POSITIONAL UNCERTAINTIES RESULTING FROM 1oi1 // x I t.1055 DISPENSER I ti\\ Z I THE SURVEY MEEASUIZEivf } DE ON THE / DSIGN SIAL' S I g I J�\ I a// POSITIONAL TOLE1jA43CE x / COASTAL" i I 9• •) I ey �` SURVEY DO N T$ <C "TH •°ALLOWABLE / I 1 xg• I j b SIGN GI 'PRICE PODS I / / g 01 I I 'GIBES I OVERHEAD CANOPY(13.7'# CLEARANCE) MH SAN e LANDISCAPED AREA TELEPHONE RIM-9.67 . ', .. :.i;,p� 8 X2001 RR SPIKE g C g.53 - e41 40 RR SPIKE FOUND ❑ GOING. PAD 9.6 GRANITE CURB 9• FOUND P.O.B. GRAPHIC SCALE EDGE OF PAVEMENT I972.P7MASSACHUSEti'S 'P.RQFESSION�L� ��> DATE LAND SURVEY(* No. 40762,.,,/' 4y 64 GRANITE CURBIF 10 O 5 10 20 40 1C 104y Sp 966 N 85"00'50' E G 96 �" G 9,61 CRANfIE CURB � G 956 G 950 110-00 p 9• `1 G 9' r.. 9• 961, ( ---- E----- E----- E-----E----- E----- E----- E-----E-----E----- E \ ( � .Aa..6r 3 REVISE TO ADD TOPOGRAPHY & EDIT BOUNDARY D.W. G.S.G. 8-13-01 G G [ ICK.. APPROX. LOC. UG ELEC. WYE PER UTILITY WKOUT (SEE NOTE 3) 111 EDGE RICKS CONIC. SIDEWALK II 2 REVISED CERTIFIED PARTIES W.P.H. P,J. 05-11-01 "RICKEDGE EDGE BRICKS CANC, SIDEWALIf PARKING CONIC. APPROACH 006 A•TRE CONC. APPROACH fAE ( IN FEET ) 1 REVISED CERTIFIED PARTIES D.W. P.J. 03-08-01 METER a IRE 0 4•TOREop -------------------------- IL 1 inch = 10 ft. No. DESCRIPTION OF REVISION DRAWN: APPROVED: DATE ___ -----T2' RCP — 9y1 DFP, CURB 1G Q,p tG0Yo4 GAPNRE CURB 1G01j6 G g,14 Dom• �M p 9•p5 tG 0,o G 0e3 RECD DATE ALTA/ACSM LAND TITLE & TOPOGRAPHIC SURVEY p8 SG 4g g. G DOUBLE PARKING METER G I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, 1C 102 INLET G 9' G BXMD(IYP) AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THAT THIS SURVEY HAS BEEN PER— 01-12-01 AMERADA HESS CORPORATION G 9'y TC=10.07 MH SAN FORMED IN ACCORDANCE WTH CURRENTLY ACCEPTED ACCURACY STANDARDS. THAT THE PROPERTY CRT=9.52 RIM=9.37 LINES AND RELATIONSHIP OF BUILDINGS AND OTH€ STRUCTURES TO THE PROPERTY LINES AND THE F/B NO. W-7.32 _ E NO ENCROACHMENTS OF BUILDINGS OR -- -- -- — MN=_0,93 LAND INDICATED HEREON IS CORRECT AND R _[IR EE LOT DERBY STREET MH SAN __ -- -- -_ _- --. —_ _— -- STRUCTURES ONTO SAID LAND EXCEPT AS+HP r.L;� a CPO(-20 , AIM=10.36 D' ER' BY STREET _ __.. ____ - - - - - - 0 � � LOT 442, ASSESSORS MAP 34 4f \"an BOT=5.71 �_ — — — -- --' --- — 1881 IF 48'CHANNEL PER REF. +9 (NOT FIELD VERIFIED, SEE NOTE 3) — _ _ THE OFFSETS SHOWN ARE NOT TOT))F� ED 1F(,�R THE`L TRACTION OF ANY STRUCTURE, FENCE, F,>3 PCEsi CITY OF SALEM, ESSEX COUNTY, THE ADDITION, ETC. (RUED W/ DEERS) _. �• — — —� -- -- (A.K.A. ROUTE 1A) - _ _ — .— — — — — — — — -- —' —' —' — 78 COMMONWEALTH OF MASSACHUSETTS — —O -_ -- — — — -- — __ — _- — — — ..-. ..-_ .-. '(F`•K:A-WATER-STR�EET� — — — — .— (NOT FIELD VEPoFlIED, SEE NEL ENOTE 3)+9 7"t�'I VA.'i^Jr�S ADRAW (PUBLIC—VARIABLE WIDTH R.O.W.) „ D W �� CONTROL POINT , � 8-13-2001 ®® ASSOCIATES, INC. (ASPHALT ROADWAY) c :+ DATE ®� 776 MOUNTAIN BOULEVARD GWYNEDD CORPORATE CENTER 10,D1 PAINTED DOUBLE YELLOW WE o•0T Dp 9.69 PAINTED DOUBLE YELLOW LINE , 9.61 GREG S - ` CHECKED: - _ 0• " ° ,, 1120 WELSH ROAD, SUITE 200 �� WATCHNNG,NJ 0701N1 MASSACHUSETTS PROFESSIONAL LAND SURVEYOR 1'40762 P.J. 908.668.0099 - 908.668.9595 FAX NORTH WALES, PA 19454 215.412.9055 — 215.412-0861 FAX THIS CERTIFICATION IS MADE TO ONLY NAMED PARTIES FOR PURCHASE AND/OR MORTGAGE OF HEREIN DELINEATED PROPERTY By THE REV. NO. DATE SCALE FILE NO. DWG. N0. NAMED PURCHASER. NO RESPONSIBILITY OR LIABILITY IS ASSUMED BY SURVEYOR FOR THE USE OF SURVEY FOR ANY OTHER PURPOSE INCLUDING, BUT NOT LIMITED TO. USE OF SURVEY AFFIDAVIT, RESALE OF PROPERTY, OR TO ANY OTHER PERSON NOT LISTED IN CERTIFICATION, .1 I EITHER DIRECTLY OR INDIRECTLY. 3 01-22-2001 1"=10' C00532 I OF 1 DRILL HOLE 800 12So p , VE FOUND U SI A _ ?J 96-56' P.L. , 0 RE _ N I --AR SET@qC b i I - k LINE `\ ( DRILL HOLE FOUND ' s m MAP 34 � o yI ( LOT 442 WI N/F LANDS OF \� 0 I y I .0, I GIBBS OIL COMPANY LIMITED PARTNERSHIP I 0 D.B. 010745, PG. 390 I �� I oI I I v I , II r, I ' O I - \- LINE CALCULATIONS \_ 42.63' Mq ' \DEP I I m ' I _ L _ Lu \_ SETSACJ IL, ' LINE A = 182.85 12.3' a LINE B = 176.69 LINE C = 170,54 LINE D = 164.38 �I • I I LINE E = 158. 14 ° I PROPOSED I I 1,660 So. FT. MAP 34 j I I HESS EXPRESS I MAP 34 LOT 441 N/F LANDS OF ,D' r - - - - - - - , / � I N O LANDS 443 0F TOTAL LINES A—E = 852.60 - -- - - , ' AVERAGE OF ALL 5 LINES = 170.52 GEORGE E. MAGUIRE, JEROME R. SOUSA, JR. TRUSTEE OF SOUTH RIVER REALTY TRUST I i i I ' r t . <I. I D.B. 9731, PG. 366 D.B. 7021, PG. 283 ' . L SETBACK REQUIREMENT = 42.63 II I , f I o I 1 ' I I PK NAIL I � FOUND ON LINE O I I I ----- -- - -- - -- -I I I , T I El CI ; I -- -------- ------- -�' — J El El ° d IEXISTING 2.8' CANOPY I -------- ------ - ' ❑El 001 x � 'I I I i I I I II�� , 13.5 —40' FRONT SETBACK LINE �+ oI I I A i I Z 5.0' r+ I I c t f 1 O C I ,p 3 OILz o i M ' I I I y;i! < I 3 i I �� GRAPHIC SCALE > I I I Io o s 10 za ao ___________________________ ® r P + R o o + R O -- -- ------- - ---- � - - - ® -- ------ --- ----- p ( IN FEET ). -� '15GASOLINE DISPENSER SETBACK LINE I Z 1 inch = 10 ft. Cu LID L RR SPIKE a 0 \\ --m. -------- -''- ---- CONCRETE t1AT t a 0 I RR SPIKE P.O.B. I O MIA SAN � 1� �3.ti �1d�-I ii:J'3.:�iim 3. v11 �vvic ^o FOUND -� PROPOSED 48.3' FOUND -CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- __0 w NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK N 85'00'50" E 10.00 P.L. m 0 0 m (215) 393-8300 (516) 872-2000 a o N o SOUTHBORO, MA 01772 EXISTING 24.0 RIVEWAY u o o u STERLING, VIRGINIA WATCHUNG, NEW JERSEY a EXISTING 24.0' DRIVEWAY a w < a (703) 709-9500 (508) 480-9900 (908) 668-8300 3 0 m w m o m AMERADA HESS CORPORATION � w 0 w ` PROJECT: TITLE: WEIGHTED LOT - -- --------------- ------------ v w PROPOSED HESS EXPRESS C3 z - w o ASSESSOR'S MAP #34, LOT X442 DEPTH PLAN LEM_ z z 295 DERBY STREET, CITY OF SALEM Q INLQ LINEA LINE B LINE C LINED LINE E a N ESSEX COUNTY MASSACHUSETTS w w o w o SCALE: H 1"=10' DATE: aMH SANo o a w w w 'www W.D . GOEBEL S. , � RSEY (V) NONE 12/17/01 SHEET No: 3 P. JSC W010719 MH SAN E STREET ^ o br STEPHE °ye DRAWN BY: PROJECT No: Lu �j 0 N U LMD W010719WLD3 / (A.K.A. ROUTE 1A) O CHECKED BY: CAD I.D. Y' OF 1 N o nl o 0 o PROFESSIONAL ENGINEER OFE NAL N EER Ln o n N ,i o MASSACHUSETTS LICENSE No. 42644 SIS No. 36424 O (F.K.A. WATER STREET) p — co N Z 0 RHODE ISLAND LICENSE No. 7268 No. 9308 REV. No. '^ CONNECTICUT LICENSE No. 8 N (PUBLIC—VARIABLE WIDTH R.O.W.) e v n N NEW HAMPSHIRE LICENSE No.o. 10 10280 NAGL . 7110 6 a Of MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE x i 0