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KID �.N ,//''�11�'� ;�fpY��,}s� "r:w �+ � �fi•�, rte., .>fyl f � ri ee'i�e �—� g 317X 7 AXq FOR I (Da7j 755DW5 WA 1617, tsAo 10I ;14412 (MITT o7 OAT��w TWEET C D7j x17oi, LTlU L7L1L✓Lam/L�L7��1 / U U L✓ SYMBOL DESCRIPTION SYLVBOL DESCRIPTION — � RCS 5' THICK 4000 P.S.I. CONCRETE REINFORCED WITH 1 LAYER OF I AIR INSTALL AR HEAD/TOWER (FURNISHED BY AMERADA HESS) 6x6-W2.OxW2.0 WELDED WIRE MESH SET 2-1/2' BELOW TOP. I ON 3'-0' W x 6'-0' L x t2'-0' DEEP 2,500 P.S.I. SEE SPECIFICATIONS FOR NR ENTRAINMENT, ETC. j CONCRETE BASE. SEE DETAIL ! I RCS 6' THICK 40GO P.S.I. CONCRETE REINFORCED WITH 1 LAYER OF i •AD CAR WASH ACCESS DEVICE 6x6-W2.9xW2.9 WELDED WIRE MESH SET 2-1/2' BELOW TOP. SEE SPECIFICATIONS FOR NR ENTRAINMENT ETC. B STAINLESS STEEL INVERTED 'U' BUMPER POST$. SEf DETAIL. RCB B' THICK 4000 P.S.I. CONCRETE REINFC- ED WITH 1 LAYER OF B.C. BOTTOM OF CURB. 6x6-W4.0xW4.0 WELDED WIRE MESH S_-I 2-1/2' BELOW TOP. B.Y. BENCH NARK. SEE TANK INSTALLATION DRAWINGS. ' BP BITUMINOUS PAVING. SEE SPECIFICATIONS. I SEE SPECIFICATIONS FOR AIR ENTRAINMENT, ETC. B.O.W. BOTTOM OF WALL. • + • • R REGULAR UNLEADED GASOLINE. . ♦ • • B.O.T. BOTTOM OF TANKS. RB REMOVE EXISTING BUILDING STRUCTURE AuD ASSOCIATED WALKS , "•.'i•• ' y •/ 1" to CC 1000 P.S.I. CONCRETE CURBING (MW. B' ABOVE FINISHEDTIES, • • ,,.r' ! A j GRADE UNLESS OTHERWISE NOTED) MEETING REQUIREMENTS TIG WALLS, PLANTERS, ET M0 ETC. •. +JT gl .. 6 RC REMOVE EXISTING CONCRETE AND OR TiiLBER CURBS. 1 ( rG /, _y `,y OF ALL AUTHORITIES. PROVIDE EXPANSION JOINTS AT i II[ `�y� �"j`1 11Y ' j RC REINFORCED CONCRETE PIPE, 15 DMMETER 4k, 20'-0' uAXWIIN. SEE DETAILS AND SPECIFICATION FOR , i I! � j UNLESS OTHERWISE NOTED. ( ` NR ENTRAINMENT. REINFORCEMENT, T RD, REMOVE EXISTING DSPENSERS, PUMP ISLAND. PIPING,12' HIGH, 12 CA/GE STAINLESS STEEL CURBFASCIA CONCRETE WT, ETC. •-'+ Salem CLEANOUT _ r_ " p K 4`} btQ LX 320 W. SUPER METAL HALIDE SEMI-RECESSED CANOPY LIGHT I RF REMOVE EXISTING FENCE. r/ - I (FURNISHED BY AMERADA HESS AND INSTALLED BY CONTRACTOR)! RT REMOVE EXISTING UNDERGROUND GASOLINE & OIL I r A y7 _ STORAGE TANKS, PIPING CONCRETE REP ETC, iiY„r,,.,r,$ �.. .. - SHEET INDEX CMP CORRUGATED, GALV. METAL PIPE, 24 DIAMETERi v 4 i UNLESS OTHERWISE NOTED. I RGP RAMP AND GUTTER PAVING: REPAIR, REPAVE, , `k �+• i. CR CURB RAMP MEETING REQUIREMENTS OF ALL AUT110RITIES I REPLACE ANY WORK DISTURBED BY THE INSTALLATION WOO � '� _._• OF NEW WORK TO CONFORM TO REGUPVMENTS OF ALL '}^ t t�"' ,^,E. •. � 4, HAVING JURISDICTION. ( 1 D DIESEL FUEL I AUTHORITIES HAVING JURISDICTION. ' �� a M • D V,! 'Ah,. I 1y�E j '4 000 DPC DEPRESSED CONCRETE CURBING MEETING REQUIREMENTS OF I RVL REMOVE EXISTING LIGHT & BASE. { 1 COVER SHEET _ _ 1 Of 1 3 M a E D2 OVIDETI25 ONVIP.V.C.ROR.vNTpR011 'PEDMGRID• HITS TO , SD SEEDED AREA: TOPSOIL, LINE. FERTILIZER, SEED AND MULCH ; s 1 � It.T . i � ? ` ' DEMOLITION PLAN 2 of 13 $- EXISTING STORM SEWER. V^ S'r STORM DRAINAGE SYSTEM AS INDICATED ON SITE PLAN. SP SHOULDER PAVING: TO CONFORM TO REQUIREMENTS OF �� 1 x.. I ��,� � _, T sem• 03 PROVIDE S OLA. P.V.C. DRAIN FROM BUILDING ROOF DRAINS I AUTHORITIES HAVING JURISDICTION. i* A'f; 7 „� ! µMr�,+� SITU: PLAN 3 Of 13 —:SS— EXISTING SANITARY SEWER. P�•A 55i a TO STORM DRAINAGE SYSTEM AS INDICATED ON SITE PLAN. " t { T ` I �j ' D3C PROVIDE IN 3 RU C, STORM DRAINS FROM STORAGE &ADDING , I CONCRETE STS Of (MIN. 4' THICK) TO CONFORM TO 4 g ,I,Q, , 4 ♦ , a r i G r_ 1! �G PLAN 4 Of 1 3 ROOF DRAINS TNRU CURB FACE AS INDICATED ON SITE PIAN. i REQUIREMENTS OF AUTHORITIES HAVING 'iRISDCTgN I - a � (, (�, i D4 PROVIDE 4 OW P.V.C. STORM DRAINS FROM CANOPY , SEE SPECIFICATIONS FOR NR ENTRAIN'.'4T, ETC. I .r` GUTTER FIRINGS MID/OR BUKDING ROOF TO STORM I ~5100 SODDED AREA TOPSOIL LINE FERTIL . AND SOO. t M,�,b , �} �4�, ( -} �y r )�.' (,.1}` I WATER SYSTEM AS INDICATED ON SITE PLAN. 1 SIPR UNDERGROUND SPRINKLER SYSTEM - SPECIFICATIONS I . ;y„ a DR� '!�AGE AND UTILITY PLAN � J Of 13 04C PROVIDE A CANO DIA. P.V.C. STORM DRAINS FROM P/ , SIFT PROVIDE COMPLETE INOA401ML SAUr,AF.i 4SPOSAL SYSTEM : 4 Y } ' GUTTER FITTINGS TNRU CURB FACE OF ISLANDS I (SEPTIC TANK AND DISPOSAL FIELD) TO CONFORM TO ,s.: ".w . . " - ,., .. ,.....7..}i� -� Y"'^"+',t U.A 7� _ _ DS PROVIDE 5 DWIETER P.V.C. STORM PRAMS AS INDICTED REQUIREMENTS Of ALL AUTHORITIES HAVING JURISDICTION. T >12.5ir Ii•� r✓�.a �- :V 31 • A••P LA�,OS - PLAN GI Of 13 ON SITE PLAN. SSN PROVIDE 4' P.V.C. SANITARY SEWER UNE FROM .w�• D6 PROVIDE 6 DIAMETER P.V.C. STORM ORNNS AS INDICATED I NEW BUILDWG 5 TO EXISTING MAW. _ tEOULE 40, " r.' .r7 I IM"� p `� . r ON SITE PUN. _ LIGI TNG PLAN 7 of 13 DB PROVIDE B DIAMETER P.V.C. STORY DRAINS AS INDICATED 1 S:SP PROVIDE 4' P.V.C. SANITARY SEWER UNE FROM * •w.��Nrr+, NEW BUILDINGS TO SEPTIC SYSTEM. 'SCHEDULE 40iE ` ■ t '•, � ERGSI^N CONTROL PLAN 8 of 13 ON SITE PIAN. -_T- EXISTING TELEPHONE UNE. a i •d , +!r '""" '"` a w E PROVIDE NEW UNDERGROUND ELECTRIC SERVICE FROM i i1B TELEPHONE BOOTHS PER RL. CO. REQUIREMENTS. SEE DETAIL i l L, t%f .," �. tx : ``n` 'a �4 BUI!.'„a!G ELEVATIONS AND FLOOR PLAN 9 of 13 UTILITY POLE DESIGNATED BY LOCAL UTILITY COMPANY ' TN PROVIDE NEW UNDERGROUND P.V.C., SCHEDOLE 40 F C SP G TO BUILDING (S). SEE ELEC. DRAWING & SPECIFICATIONS. I I I TEL CDT. FROM UTILITY POLE DESIGNATED BY TELEPHONE I '7�,F'�J >/ � ' =,'� �A*B*+++�� EJ FULL DEPTH EXPANSION JOINT. PROVIDE SEALER AND I COMPANY AS INDICATED ON SITE PLAN, SEE ELECT. OWLS. •••• F +rf , aT ems>. aa. ;e ,{qn�x+l, t k h» , DETAIL SHEET 101 of 13 I BACKER ROD A7 ALL 6' THICK AND B' THICK CONCRETE HITS. I ' ) ' & SPECIFICATIONS. SEE SPECIFICATIONS. TBE 2' x 6' PRESSURE TREATED BOARD EDGE. .r'C•� ' I RI F3' EDGE OF PAVEMENT. z} ' 4 , '�„ _ II 4. `• 1 DETAIL SHEET 1 1 of 13 TC TOP G CURB. P { ` „ _ I FV FURNISH AND INSTALL VINYL PANEL FENCE. SEE DETAIL. TIF TOE FOOTING O' __UN. FT.; HEIGHT 6' T.O.I. TOP OF ISLAND +� � 't -- - - FRG FURNISH AND INSTAL GALVANIZED STEEL HIGHWAY GUARDRAIL T.O.W. TOP CA WALL J�. ryli.� _ 3^ DETAIL SHEET 12: Of 13 FENCE. PNM WHITE UN FT, _ HEIGHT 2'-0•. I TERN TRANSFORMER PAD: 6'-0' x 6'-0' x 6' THICK, 40M P.S.L -G- EXISTING NATURAL GAS LINE. I CONCRETE Wi REINFORCED WITH 1 uvEc of 6x6-w2.9xw2.9 ,` DET •IL SHEET 13 of 13 CL WHITE RIVER GRAVEL MIN. 4' DEEP. WELDED WIRE MESH SET 2-1/2' BELOW TOP, /' �,• I a - • GM GS METER BY UTILITY COMPANY WITH TRANSFORMER aX'�e a ,w g}Y ; , §. ” •• GN NEW NAT. GAS UNE FROM EXG. GAS MAIN TO GAS 11ETER TIP TRASH PAD: B'-O' x 10'-0' x 6' THICK, 4000 P.S.I. Vow?. 01 i J,_. (y, ) ^J, Y BOUNDARY & TOPOGRAPHICAL SURVEY (BY OTHERS) 11 of 1 1GT INSTALL ONE 12,000 GALLON DIESEL I ( CONCRETE MAT REINFORCED WITH I DYER OF 6x6-W2.9xW2.9 : sq r, .,AA"�",( ; ' (B' DIA. TANK) UNDERGROUND FIBERGLASS STORAGE TANK WELDED WIRE MESH SET 2-1/2' BELOW TOP.; ' r .,K e MA !-)EP LOT DEPTH PLAN 11 of 1 (FURNISHED BY AMERADA HESS) I I PROVIDE (4) 4' SCHED. 40 STANDARD STEEL PIPE BOLLARDS �; ;r; y:,.; , I SEE TANK INSTALLATION DWGS. AH-1153 I I FILLED WITH 3.000 PSI CONCRETE AND PAINTED SILVER GRAY, 20T INSTALL ONE 20,000 GALLON REGULAR I 3•-0' ABOVE GRADE/3'-D' BELOW GRADE EMBEDDED IN GOING. LOCATION M A P (10' DLA. TANKS) AND ONE 10,000 GALLON PREMIUM SEE SPECIFICATION FOR AW ENTRAINMENT, ETC. - SEE DETAIL UNDERGROUND RBERGLASS STORAGE TANK TTP TRASH & RECYCLABLES PAD: B'-0110'-O'x6'THICN, 4000 P.S.I.: I (FURNISHED BY AMERADA HESS) ( I CONCRETE WT REINFORCED WITH I LAYER OF 6x6-W2.9xW2.9 N,T.S. j SEE TANK INSTALLATION DWGS. AH-1154 ( I WELDED WIRE MESH SET 2-1/2' BELOW TOP. 3GT INSTALL ONE 20,000 GALLON REGULAR ) ( PROVIDE (6) 4' SCHED. 40 STANDARD STEEL PIPE 80-LMDS (10' DA. TANKS) AND TWO 10,000 GALLON (1) PREMIUM, (1) DIESELFILLED WITH 3.000 PSI CONCRETE AND PLANTED SILVER GRAY, UNDERGROUND FIBERGLASS STORAGE TANKS ! I 3'-0' ABOVE GRADE/1'-O' BELOW GRALIE EMBEDDED W CONC. (FURNISHED BY AMERADA HESS) i I SEE SPECIFICATION FOR AW ENTRAINMENT, ETC. - SEE DETAIL SEE TANK INSTALLATION DINGS. AH-1155 V NEW VENTS (MINIMUM 12'-0' ABOVE FINISHED GRADE). 3GT INSTALL TFYNEE 10,000 GALLON 1 SEE TANK INSTALLATION DRAWING. j (8' DIA. TANKS) (2) REGULAR, (1) PREMIUMI VA COIN OPERATED VACUUM (FURNISHED BY AMERADA HESS AND . UNDERGROUND FIBERGLASS STORAGE TANKS 1 INSTALLED BY CONTRACTOR) ON 4'-0' X 4'-0' X 6' REINF. (FURNISHED BY AMERADA HESS) i I CONCRETE PAD (USE ONLY WITH CAR WASH BUILDING) SEE TANK INSTALLATION DINGS. AH-1152 ) VfE VINYL TRASH ENCLOSURE. SEE DETAIL 1 40T INSTALL FOUR 10.000 GALLON -w- EXISTING WATER LINE. j (B' DLA TANKS) (2) REGULAR, (1) PREMIUM, (1) DIESEL I W-3/1 PROVIDE 3/4' PVC WATER LINE TO BUILDING. UNDERGROUND FIBERGLASS STORAGE TANKS I W-1 PROVIDE 1' PVC WATER SERVICE AND TAP 1 (FURNISHED BY AMERADA HESS) ' FROM AVAILABLE MAIN. ( SEE TANK INSTALLATION DWGS. AH-1032 i WI-1/2 PROVIDE 1-1/2• PVC WATER SERVICE. ( SCAT INSTALL FOUR 10,000 GALLON 44L PROVIDE AN INDIVIDUAL WATER SYSTEM (WELL PUMP { (B' DIA NK TAS) (2) REGULAR, (1) PREMIUM, (1) DIESEL i I AND PRESSURE TANK) TO CONFORM TO REQUIREMENTS AND ONE 8,000 GALLON KEROSENE OF ALL AUTHORITIES HAVING JURISDICTION. i ( UNDERGROUND FIBERGLASS STORAGE TANKS I Wy PROVIDE NEW WATER METER OF SAME SIZE AS j (FURNISHED BY AMERADA HESS) I I WATER SERVICE TO BUILDING. SEE TANK INSTALLATION DWGS. AH-1067 w INSTALL NEW YAROUGHT & POLE • H LAWN HYDRANT FROST PROOF ( (FURNISHED BY AMERADA HESS) ON NEW CONCRETE BASE. •HESS• CANOPY FACADE SIGNS ! 'HESS EXPRESS' WALL SIGN. SEE DETAILS FOR POUF HEIGHTS III LAMP WATTAGE. 4T{ T) HP HIGH POINT 1 ® HEIGHT OF CURB OR ISLAND W WCHLS ABOVE PAVEMENT. PREPARED 1J BY y -- K) INSTALL NEW FIXED IDENTIFICATION SIGN (FURNISHED 0 N N N m BY AMERADA MESS) ON NEW CONCRETE FOUNDATION. I O EXISTING SPOT ELEVATIONS. -a 'a , (• jr OVERALL HEIGHT ___. AREA . SEE DRAWING. ' I ,�. !PA • .�„%d,:71 RING K KEROSENE PROPOSED SPOT ELEVATIONS. w w •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS l LANDSCAPED AREA B OHI�ER ENGINEERING P C S NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD VALLEY STREAM, NEW YORK 72-2000 LTE MASORYNTTRASH ENCLOSURE -SEE DETAIL _ _ EXISTING CONTOU 4. SOUTHBORO, MA 01772 PROPOSED CON70U / P PREMIUM UNLEADED GASOLINE. & L M STERLING, 3, VIRGINIA 516 , NEWJER /////// SAwCUT IN EXISTING PAVEMENT AT JUNCTION OF VI o 1 PL PLUS UNLEADED GASOLINE w g STERLING, VIRGINIA WAT(908) NEW JERSEY NEW PAVEMENT AND EXISTING PAVEMENT. I < Z ' U , (703) 709-9500 ' PA. PROPERTY LINE EXISTING TO BE REMOVED. W I (SOB 480-9900 (908) 668-8300 Ps STEEL POST; 4' D0.; CONC. FILLED; SET 3'-0' ABOVE INFORMATION CONTAINED INA SURVEY PREPARED BY: I U AMERADA HESS CORPORATION SITE DATA THIS SITE PIMA HAS BEEN PREPARED BASED ON " PROJECT: TITLE: 352 TU RNP I KE R a PROPOSED HESS EXPRESS RC4 GRADE,* THICK 4000 CONCRETE. CONCRETE REINFORCED WITH I LAYER OF , I 3 �# COVER SHEET CONTROL POINT AssocAITes O W (Y z 95E DERBY STREET, CITY 0 SALEM I 6x6-W2.OIW2A WELDED WIRE MESA SET T, BELOW TOP, I UTl JLBORO, MASSACHUSETTS 01772 a ! I DATED: JANUARY 22, 2001 ESSEX LINTY MASSACHUSETTS SEE SPECIFICATIONS FOR AIR ENTRAINMENT, ETC. ._ w1 Z \ e DATE, a o u' c ( 8/14/01 SHEET No: 508l480-9900 W o w w'E W.D . GOEBEL S P. r EY 5 E: � NONEO / a Lo r. a E oA DRAWNJSC WE010719 3T Iw w a w DBCOURSEY CHECKED W. CAD I.D. j: N 0 . o PROFESSIONAL ENGINEER PR FE SIGN -GI E SPD W010719CV4 OF 13 m n as 'O o MASSACHUSETTS LICENSE No: 42644 MAS SO• LICE 424 n O RHODE ISLAND LICENSE No. 7268 NEW REV. No. CONNECTICUT LICENSE No. 21854 MAINE , � 8 ' NEW HAMPSHIRE LICENSE No. 10280 VERMON 4 •4 M N - K MAINE UCENSE No. 9490 CONSTRUCTION CHECK DATE P 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 80,12 GROUND. DRILL HOLE FOUND �- WS O 3. COMPLETE DEMOLITION WORK ABOVE EACH FLOOR OR TIER BEFORE DISTURBING ANY OF THE SUPPORTING 0.9' N - �� '= __ 1 '� A MEMBERS OF THE LOWER LEVELS, ([�, A. DEMOLISH CONCRETE AND MASONRY IN ALL SECTIONS. '► -- V 4V 5. REMOVE STRUCTURAL FRAMING MEMBERS AND LOWER THEM TO THE GROUND BY MEANS OF HOISTS, DERRICKS 96 56� OR OTHER SUITABLE METHODS. .....� _ `r APPROXIMATE 'TOP OF I 1 �.0 6, BREAK UP CONCRETE SLABS-OH-GRADE, UNLESS OTHERWISE DIRECTED BY THE AMERADA NESS CORPORATION. N BANK' UNE 1 _ uj `� � � 1' 7. LOCATE DEMOLITION EQUIPMENT THROUGHOUT THE STRUCTURE AND REMOVE MATERIALS SO AS NOT TO DRLL_ FOUND APPROXIMATE UNIT H� IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING. } OF ` ` B. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING AND SUPPORTS TO PREVENT MOVEMENT, SETTLEMENT OR � WORK UNE ` �, —. `1 COLLAPSE OF STRUCTURES TO BE DEMOLISHED (AND ADJACENT FACILITIES, IF APPLICABLE). -� 9. DEMOLISH AND REMOVE ALL FOUNDATION WALLS, FOOTINGS AND OTHER MATERIALS WITHIN THE AREA OF THE BU�LKHEAO (TTONG EREMAIN) � DESIGNATED FUTURE BUILDINGS. ALL OTHER FOUNDATION SYSTEMS, IF ANY, SHALL BE DEMOUSHED TO A 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 GIBBS OIL COMPANY LIMITED PARTNERSHIP ° 10. ERECT AND MAINTAIN COVERED PASSAGEWAYS IN ORDER TO PROVIDE SAFE PASSAGE FOR PERSONS AROUND D.B. 010745, PC. 390 �- THE AREA OF DEMOLITION. CONDUCT ALL DEMOUTION 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, STREETS, WALKS AND OTHER ADJACENT FACILITIES. 00 NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED FACIUTIES WITHOUT PRIOR WRITTEN PERMISSION OF THE AMERADA HESS CORPORATION. PROVIDE ALTERNATIVE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF REQUIRED BY APPLICABLE GOVERNMENTAL REGULATIONS AND ANY APPLICABLE GOWERNMENTAL AUTHORITIES. i 12, USE WATERING, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS, AS NECESSARY TO UNIT 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 AREAS TO THE CONDITIONS EXISTING PRIOR TO THE START OF WORK. -� 13. ACCOMPLISH AND PERFORM THE DEMOUTION IN SUCH A MANNER AS TO PREVENT THE UNAUTHORIZED ENTRY EXISTING DEGRADE a OF PERSONS AT ANY TIME. ' r AREA (TO BE 14. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE DEMOUTION Of STRUCTURES AND 1 REMOVED) 06 FOUNDATIONS WITH SOIL, MATERIALS CONSISTING OF S70NE GRAVEL AND SAND, FREE FROM DEBRIS, TRASH, n FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER. STONES USED WILL NOT BE URGER THAN 6 I INCHES IN DIMENSION. MATERIAL FROM DEMOUTION 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 EARUEST POSSIBLE TIME, ALL DEBRIS, RUBBISH, SALVAGEABLE LOT DSO LOT 443 ITEMS, HAZARDOUS AND COMBUSTIBLE SERVICES. REMOVED MATERIALS MAY NOT BE STORED, SOLD OR N/F LANDS UI JEROME LANDS SOOUSOA. JR. BURNED ON THE SITE. REMOVAL OF HAZARDOUS AND (COMBUSTIBLE MATERIALS SHALL BE ACCOMPLISHED IN GEORGE E. MAGIXRE, RF TRUSTEE OF SOUTH RIVER REALTY TRUST D.B. 9731, PG. 366 ACCORDANCE WITH THE PROCEDURES AS AUTHORIZED IBY THE FIRE DEPARTMENT OR OTHER APPROPRIATE D.B. 7021, PG. 263 L REGULATORY AGENCIES AND DEPARTMENTS. } 16. DISCONNECT, SHUT OFF AND SEAL IN CONCRETE UTIUTIES SERVING THE STRUCTURE(S) TO BE DEMOUSHED 1 BEFORE THE COMMENCEMENT OF THE DESIGNATED DEMIOUTION. 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) I PK NAIL DEMOLITION SERVICES THE REQUIRED INTERRUPTION OF ACTIVE SYSTEMS THAT MAY AFFECT OTHER PARTIES, I FOUND AND NOTIFY ALL APPUCABLE UTIUTY COMPANIES TO INSURE THE CONTINUATION OF SERVICE. EXISTING VACUUM ON I ON UNE CONCRETE PAD (l0) BE 1 REMOVED) I ` ® 1 APPROXIMATE LOCATIONJ� 1-`_ -- - -- -- - - - - - -- - - - - -- '�•.® j OF 100' INNER RIPARIAN ZONE UNE D❑ 00 I EXISTING UNDERGROUND -- - - -- -- -- - - - - - --- - STORAGE TANKS TO --- -- 1 REMAIN) -. ` ❑b 00 I Oil00 APPROXIMATE LIMIT Of EXISTING CANOPY WORK LINE COLUMNS (TO REMAIN, ® I TVP. 4 PLACES) - O i APPROXIMATE LOCATION EXISTING CONCRETE TANK I OF 100'ZONE UNE INNER RIPARIAN MAT (TO BE REMOVED) 1 (TO BE REMOVED) �fl RD (TYP. 4 PLACES) (TYP. 2 PLACES) 3 1 I I o [EXISTING ASPHALT PAVEMENT J v rEMENT (TO BE I /'� GRAPHIC SCALE fo REMOVED) 10 0 5 10 20 40 • _ • to ------------ ---- - -- - y EXISTING ASPHALT J �I ® p L— ---- -- �� ( IN FEET ) (PAVEMENT (TO BE ' - EXISTING OVERHEAD EXISTING OVERHANG EXISTING 'COASTAL' ID / REMOVED) CANOPY (TO REMAIN) Z 1 inch 1D ft. = SIGN (TO REMAIN) r1 Il EXISTING FREESTANDING APPROXIMATE LIMIT OF ID SIGN (TO REMAIN) WORK LINE EXISTING CONCRETE RR SPIKE - PAD (TO BE REMOVED) _ ._ . RC OSPIKE m �1 ^ U U U U y ��1y.� 4�y' �+�+y�' FOUND RR OUND z N N N ( � � � , �° I�r y: • yss�WW z FOUND P.O.B. w v ' -• � -CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS NORTH WALES, PENNSYLVANIAVALLEY STREAM, NEW YORK N 85'00.50" E52 TURNPIKE ROAD, SUITE 105 0.00 P.L.P.L o g (215) J9]-8300 (516) 872-2000 STERLING, VIRGINIA SOUTHBORO, MA 011772 WATCHUNG, NEW JERSEY APPROXIMATE LIMIT OF T.__—..... ---T m ¢ v (703) 709-9500 (508) 480-,990X)) (908) 668-8300 0 Le WORK LINE _ �I a o m o PROJECT: AMERADA HESS CORPORATION TITLE: —`� —_ _-----•--- -- .......... PROPOSED oz PROPOSED HESS EXPRESS DEMOLITION _- ASSESSOR'S MAP #34, LOT 442 PLAN I-1 0 EXISTING GRANITE CURB EXISTING GRANITE `-'z < ESSEX 295 DERUY R13YCOUSY TREETMASSACHUSETTS , CIN 0 SALEM (TO BE REPLACED) CURBING (TO REMAIN) W.D . S.P. CALE: H 1'-10' DATE: W o w w II D GOEEEL S1 R EY ( ) NONE 8�14�01 SHEET No: DERBY STREET T R E E � a N a ` E � � DRAWN 13Y: PROJECT 0 L li �1 Z 0 q JSC W010719 1J R p¢COURSEY (A.K.A. ROUTE 1A) C4 ° \ \ m y CHECKED ITV: CAD I.D. 7 OF 13 "' o o PROFESSIONAL ENGINEER PRF SI �� EE ' LIVID W01019SS7 \ n ,1O„ '^ MASSACHUSETTS LICENSE No. 42644 MAS ` 7 LIC yam@' 424 O (F.K.A. WATER STREET) o N \ 0 RHODE ISLAND LICENSE No. 7266 NEW `t`T 9306 REV. N0. (PUBLIC—VARIABLE WIDTH R.O.W.) ro CONNECTICUT LICENSE No. MAINE (b$! 8 NEW HAMPSHIRE LICENSE No.o. 10 102a0 VERMONT 0 4 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE 1 , , i PROPOSED FUTURE ZONING ANALYSIS TABLE INTERPRETIVE SIGN (TYP. 2 PLACES) ZONE CRITERIA REQUIRED EXISTING PROPOSED ZONING DISTRICT CENTRAL DEVELOPMENT (B-5) �•-•�-_ A/ PROPOSED BENCH (BENCHES \ 8p•12.3p. TO MATCH SPECIFICATIONS MINIMUM LOT AREA 12,000 SF 17,603 SF NO CHANGE DRILL RR FW�E - �• `� 1Y S® PROVIDED BY CRY PLANNER, O.9' N T� TYP. 2 PLACES) MINIMUM FRONTAGE 120 FEET* 110 FEET NO CHANGE � TTT p� PROPOSED RATUNG (RAILING MIN. FRONT SETBACK 40 FEET** 3.8 FEET 3.8 FEET •[ V �i TO MATCH SPECIFICATIONS o - 9 srOAF PROVIDED BY CITY PLANNER) MIN. REAR SETBACK 10 FEET** 84.6 FEET 42.63 FEET 65 �� . B PROPOSED 10' MIN. SIDE SETBACK 10 FEET** 14.3 FEET 12.3 FEET RG CONCRETE WALKWAY MAX. BUILDING HEIGHT 70 FEET/6 STORIES 12.7 FEET 19.7 FEET PROPOSED S' ' A1fgR o DRILL HOLE CONCRETE S=CK LIN '� FOUND COVERAGE - PRINCIPAL BLDG. 50% 11.0 SIDEWALK �f_, 9.4 /> o OPEN SPACE N/A 47% 24% it -,` �'�•` PARKING SPACES 12 N/A 8 i �; 50'R MAP 34 `` r PARKING CRITERIA 1/150 SF GROSS FLOOR AREA (GFA) I ml LOT 442THEREFORE, 1660 SF/150 SF = 11.06 OR 12 SPACES REO'D RC4 N/F LANDS OF ' '� o m, COBS OIL COMPANY UNITED PARTNERSHIP 9' X 19' PARKING SPACE OFFSTREET of d D.B. 010745, PC. 390 o ` ~` '� '--� SIGNAGE REQUIRBMENTS o• 50111 L PROPOSED DECORATIVE AREA PROPOSED , LIGHTS (AREA LIGHT TO MATCH CONCRETE ' FREESTANDING SIGNS *** MAXIMUM # ALLOWED NONE SPECIFICATIONS PROVIDED BY CITY BOLLARD AND '•' PLANNER, SEE DETAIL ON CHAIN FENCE , BUILDING WALL SIGNS *** MAXIMUM # ALLOWED NOT DEFINED '�^ LIGHTING PUN PAGE 7, TYP. Z 'a MAXIMUM AREA 1 SF PER LINEAR FOOT OF BUILDING 20'R O PLACES) Ica FRONTAGE FACING A STREET i MA DEP WEIGHTED ri REILOCATE0 , ''n CHAIN-LANK , 15R �_��_ `- LOT DEPTH SETBACK o 2� . WINDOW SIGNS *** MAXIMUM # ALLOWED NOT DEFINED LINE (42.63') FENCE I- ' MAXIMUM AREA 20% OF WINDOW ' 12.3' J * 120 FEET PLUS, 20 FEET PER EVERY 2 PUMPS OVER 4 �As�wT 10 L ° ** 15 FEET FOR PUMPS PAVOIENf ' """" ��_ b *** ANY/ALL PROPOSED SIGNAGE REQUIRE REVIEW AND APPROVAL THROUGH THE SALEM % 60.0 ......................................................... t\ DESIGN REVIEW COMMITTEE AND SALEM REDEVELOPMENT AUTHORITY. ro SW , 1 I ' GENERAL AL SIT E NOTES 1 I 1 n PROPOSED 1, APPLICANT:CANT AMERADA HESS CORPORATION is 0 H 1 660 S . FT. 1 HESS PLAZA I Q • � ' • MTE WOODBRIDGE, NJ 07095 .......4r .......:.:'. ::::::.: „HESS EXPRESS„ MAP 34 MAP 34 N LOT 443 PROPOSED AN PO HUS I T OF SALEM MASSACHUSETTS. 4 I HE CITY WN S MAP 34 LOT 4 2 N T , 4 2. LOT SHOWN ON ASSESSOR'S 5 , LOT 4 1 , N F LANDS OF Y � � 1 / 1 ................................... ...................................... ............... ................... N F (AN DS OF A CCE SSIBLE 0 I O PROPERTY LINE AND INFORMATIONFORMATION TAKEN KEN F R MA PUN E NTI TLEI D AL TA ACSM N D TITLE k TOPOGRAPHICP GRAPHI C SUR VEY JEROME R. 50USA JR. CEoRCE E uuuRE, HANDICAP PARKING , . PROPOSED 6 DB. 97 1, PG. 366. N.J., DATED JANUARY 22, 2001 SCALE: I"= 10'. ALL OF 50LATH RIVER REALTY TRUST PREPARED 8YCONTROL POINT ASSOC., INC. WATCHUNG O.B. 7021. PG. 283 SIGH PCONCRETE INFORMATION PROVIDED OUTSIDEIDE 0F THE SUBJECT PROPERTY LINES IS BASED 0N VISUAL FIELD OBSERVATION AND A S TRANSITION CURB CONCRETE I CA SUCH NOT TOS LE. 7 :1 H W EEl STOPS (TYP'.) WITH N ASSOCIATED SPECIFICATIONS 10 ASSO DRAWINGS AND PECI C T S ( ) 1 VIEW ALL 0 F THE DRA IN S A S •.: ; CONTRACTOR R 0 RE RESPONSIBILITY OF THE C OM AC 0 T A. I THE R S TY R S THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, R IS THE CONTRACTOR'S PFOUND RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. *HESS EXPRESSO 3'R RC6 ON LINE FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHAD- CONSTITUTE ACCEPTANCE OF FULL f� ® 1 RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL I CONFORMANCE WITH LOCAL REGULATIONS AND CODES. r CR SW RC8 RCA I 5. ALL WORK SHALL CONFORM TO THE CITY OF SALEM AND THE COMMONWEALTH OF MASSACHUSETTS HIGHWAY DEPARTMENT TB IF j CONSTRUCTION STANDARDS AS APPLICABLE, I AIR 6. ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL BE CONSTRUCTED IN ACCORDANCE WITH AMERADA HESS RC6 ae ® - - _ _ _ __ __ __ _ _ I I CORPORATION SPECIFICATIONS. APPROXIMATE LOCATION (BUCK) O `® � 7. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH OF 100' INNER RIPARIAN EJ I I LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. ALL UTILITY SERVICE ZONE UNE h I ❑ O I CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN THE FIELD PRIOR TO THE ty R I1 STORY COMMENCEMENT OF CONSTRUCTION. MkSDNW MNG 8. ALL UTILITY LOCATIONS ARE APPROXIMATE. R IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE CONDUITS, I PRODUCT PIPING, ETC. PRIOR TO COMMENCEMENT OF EXCAVATION OF ANY TYPE. 8.0' 8.0' _ 9.0' 1 9. ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL LOCATION. (TYP.) I R 10. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY 'EIIG-SAFE• (1-888-344-7233) 72 HOURS PRIOR TO ANY m -� _ _ ❑❑ 00 EJ -PROPOSED DOUBLE EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER k SEWER DEPARTMENTS TO MARK OUT THEIR i 1 E AREA LIGHT (TYP. 2 UTILITIES. A - "-" - - - "'-- _ I CES) 11. THE UMITS OF WORK SHALL BE CLEARLY MARKED IN THE REVD PRIOR TO THE START OF CONSTRUCTION OR SITE EXISTING 328' CANOPY CLEARING. ' " I 12. ALL CONCRETE AND BITUMINOUS PATCH AREAS TO MATCH EXISTING GRADES. EJ ❑ 00 I PROPOSED CATCH BASIN 13, ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH O.S.H.IA. REQUIREMENTS. I � PROPOSED S' (TYP. 4 PLACES) 14. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS, CONCRETE RC8 &-.e15. CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS, SIDEWALK 28.8' �':i':r_r,,' I EXISTING ® AS WELL AS ADDITIONAL PROVISIONS TO ASSURE STABIUTY OF' CONTIGUOUS STRUCTURES, EJ Q I �+ 16. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE "ENGINEER OF RECORD" IS RC6 CANOPY S CF STRICTLY PROHIBITED. COLUMN I I APPROXIMATE LOCATION 17, IN CASE OF DISCREPANCIES BETWEEN PUNS, THE SITE PLAN WILL SUPERSEDE IN ALL CASES. NOTIFY ENGINEER OF EJ i I OF 100' INNER RIPARIAN RECORD OF ANY CONFUCTS. FRONT SETBACK LINE ZONE LINE I 18. ALL FEATURES NOT LABELED AS NEW", 'PROPOSED', OR 'TO) BE REMOVED" SHALL BE CONSIDERED TO BE "EXISTING TO RC4 -_ 24.3' ---_ - CONCRETE TO BIE '®` I T� REMAIN", = 8' IN OVERLAPPING I V� a AREAS j SIO' c EJ n PROPOSED DRAINAGE_ I '� .: :. MIANNO' (TYP. 2 � 3 ao PLACES *o z T PROPOSED 4' X 12' CONCRETE 1 ISLAND WITH MULTI-PRODUCT g GRAPHIC SCALE riq CC RCS CF DISPENSER (TYP. 4 PLACES) a E /� 10 o s +o so .o F(TY P. 4 PLACES) 1 v PROPOSED h EJ y 0 p + R C'.I r_' + R Q- o' RC6 ® 1 !-_-�CONC. SIDEWALK ---------------- ( IN FEET ) HANDICAP -- -------- -- ---- ----- ----- ----- -- ------- ---------- Io 15' GASOLINE DISPENSER HfE1ACK LINE 1 Inch = 10 ft. RAMP (1:20) Z n Slat r/PRICES IO'R PROPOSED STOP BAR AND YWSTAL' _ in B PAINTED 'STOP• SIGN YL EJ i TYP. 2 PLACES LJ (TYP. 4 PLACES) ( ) u 5,R ' '�' --�EXISIING ID SIGN '$"'"1 I `gyp COW n m RR SPIY,E (TD REMAIN) O Mi z ;, 4' I ' I RR SPIKE .q PROPOSED 48.8 CONCRETE MAT o O _ .5i. FOUND 0 P.O.B. F •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENITAL & SITE PLANNERS MUNICIPAL ENGINEERS ��=`=s��-_-_-__ -__--__--_1__-___-_-_ NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK - �" w (215) 393-8300 (516) 872-2000 N 85'00'50" E PROPOSED CONCRETE 110.00 P.L. o o STERLING, VRGINIA SOUTHBORO MA 0177'2 BOLLARD AND CHAIN (908) 668-8300 CONC.SIDEWALK PROPOSED _ __. EDGE OF KOS CU.SIDEwu m z o 8 (703) 709-9500 WATCHUNG, NEW JERSEY PARKING - FENCE I I (-- Z p 508 480-9900 GRANITE CONC APPROACH PROJECT: AMERADA HESS CORPORATION TITLE: METER >N ,•TRU '• CONC.APPROACH 4, r' '� CURB 4'TREE • 4, _ - - - - -..._..__�-- ---- __.. .. . . ' .__�._ . __:.__ _-�.._...___... - __II' --=-- - =- ---_- ASS SSOR'SHMAP 134, L T F#442 SITE PLAN z # - DEP. .__ - - owns Cmi�- �•Cute z w z 295 DERBY STREET, CITY 0�SALEM , < ESSEX COUNTY MASSACHUSETTS INET EXISTING 24.0' DRIVEWAY 00119E PARKNG METER EXISTING 24.0' DRIVEWAY o w w 0 REWUN (TYP) o o H SCALE: V) NON 0' DATE:B/14/01 n ) (10 REMAIN) MH s� w o w W W.D . G 0 E B E L S•P. E � SHEET No: mH SkillDERBY STREET p DRAWN 6Y: PROJECT No: O o td` y JSC W010719 =vC CHECKED BY: CAD I.D. }': (A.K.A. ROUTE tA) r a o o PROFESSIONAL ENGINEER P SIONU44viLENGIN - LAPD W010719SS7 OF 13 n ,1°„ �^ o MASSACHUSETTS LICENSE No. 42644 MA AC SE146.9699 0. 24 O (F.K.A. WATER STREET) M o RHODE ISLAND LICENSE No. 7268 N LICE Da REV. No. CONNECTICUT LICENSE No. 21854 MAIN T �Q• a (PUBLIC-VARIABLE WIDTH R.O.W.) > NEW HAMPSHIRE LICENSE No. 10280 VERMO d�otcw 4 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE GRADING NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHY AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE 0.75X MIN. SLOPE AGAINST ALL GUTTERS TO PREVENT PUDDLING. ANY DISCREPANCIES SHALL BE PROVIDED TO THE ENGINEER IN -� �� `- _ N 6O.T�► WRITING IMMEDIATELY, S� 2. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED DRILL HOLE 1 1 ----- 2 30" FOUND _ _,�.`. 0.9' N 1 w 1 ' INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR 1 AREA OF SITE TO BE EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICES CONNECTION POINTS SHALL BE RE-GRADED UPON CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF COMPLETION OF DESIGN CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. '10 j¢J 6.75 ` � REVIEW BOARD REVIEW CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST POINTS. CROSSINGS WITH EXISTING 96UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF �• 1�- 66. p CONSTRUCTION. 6.75 3. THE SUITABILITY OF EXCAVATING MATERIAL FOR USE AS BACK FILL SHALL BE DETERMINED BY THE ;=.`• ENGINEER. DRU. HOLE ' 4. SUB BASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER10 FOUND 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). '1 a MAP 34 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PUNS AND SPECIFICATIONS AND THE ' LOT 442 " REQUIREMENTS OF AMERADA HESS CORPORATION AND THE STANDARDS OF THE LOCAL GOVERNING// AUTHORITY. N/F LANDS OF / GBBS OIL COMPANY LIMITED PARTNERSHIP D.& 010745, PG. 390 6. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PUNS AND SPECIFICATIONS, THE 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 RIM= 7, DMH 1.53 ' �� / SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED SOILS ENGINEER, REGISTERED IN THE '' a�� i _ AREAS WITHIN THE AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND o -� SPECIFICATIONS AND THE REQUIREMENTS OF AMERADA HESS CORPORATION. 8 i 10.61 9 GRADING LEGEND: 61 10 / 10.67 / EXISTING CONTOUR & ELEVATION o 10.67 / n. / A1x EXISTING ELEVATION 1 � a ao PROP OSEO PINI H GRADE CONTOUR & ELEVATION � 1 1 TC 61.05 URB & PROPOSED TOP OF C FINISHED GRAD FI ISNE V 1 BC 60.55 E ELEVATION i4-6 F = 10.67 .F.E. 10.67 `; : ;: : 1 ITS 146.90 TC 10.59 PROPOSED TOP OF SIDEWALK & FINISHED CR 0 ADE ELEYAII N TC 10.6 0 BS 4 1 6.23 BC 0 MAP 34 C 10.20 1 .09 r B 14 LOT 441 MAP 3 LOT 443 T.O.I. 10.431 N F LANDS PROPOSED TOP OF ISLAND & FINISHED GRADE ELEVATION OF 10.57 GEORGE E MAGU R E .4 8.01 9.90 9 0 RM JE 0 R E R. JR TRUST LITH --.. Sq EE OF SO RNR R t EALIY TRUST .. D.B. 7 1 MATCH IST. 9 3 PC 366 D.B. 7021. EX , PG 283 T l C 10,31 .85 ' L 45 Z 1 PROPOSED SPOT GRADE .. . B 1 .:• 10.67� C 9.81 I' .............................................................. .. ........................................................... .... .... ...... .. . . .........:. . .. :....:::...........................................................-.. y : ': ' •. .: ; • 6 TRANSITION CURB __Ar_ PROPOSED DIRECTION OF RUN-OFF 10.67 10.67 / TC 10.29 F. I ' TS 10.57 BC 9.79 1 PK NAIL BS 10.07 1 , POLAND ON UNE TC TS 10.57 BC 9.655 1 10.14 1 BS 10.24 L TS '°: . I BS 10.12 FINAL GRADING PLAN TO BE PREPARED 1 tO.nO I I - - - - - - - - -- -- -- -- . Q 1 UPON COMPLETION OF THE DESIGN � I � REVIEW BOARD'S REVIEW i 1 10.05 -- - - - - - - - -- - - - - - _ 11 TC 10.17 1 $C 9.6 F TC 9.90 BC 9.40 I TC 10.40 = � ` �'✓�/� j I BC 9.90 I TC 10.40 =1I - -��- -- - - - - - I Co 13 wl BC 9.90 B 1 81 - - - - - -- - - - -�- - - - RIM= 9.20 9.87 I 9.80 II I APPROXIMATE II 9.70 i I LOCATION Of 100' III -- - - -- - - - ----- - - - --� II I INNER RIPARIAN ZONE T,0.1. 10.43 pall 43 1 UNE II T.O.I. 10.43 II B.O.I. 9.82 B.O.i. 9.82945HIGH POINTC 10.18 �-- 1 �V I BC 9.98 � 1 r-, 9.75 I 9.58 P + R ISI I I_r : P + R I \`� T60.1. I(L11-11T.O.I. 10.43 T.O.I. 10.43 I 8.0.1. 9.85 1 B.O.I. 9.93 B.O.I. 9.85 1 TC 10.36 ��\ HIGH POINT BC 9.86 �� 1 9.86 /tel AREA OF SITE ON BE RIDGE UN I 10.03 RIDGE UNE 9.80 RE-GRADED UPON ------------------- - COMPLETION OF DESIGN j t3 9.86 *It I REVIEW BOARD REVIEW / o DMN 11 1 .a T.O.I. 10.43 RIM- 9.81 CB 1 8.0.1. 9.85 B.O. e.o.l. s.es GRAPHIC SCALE RIM9.47 CB 14 ao I � 10 0 s 10 x0 40 RIM= 9.45 I ___ __ __ N 10.10 - P + R C1 I L� + R O o - - - ---------------- IN FEET ) j t0 T.O.I. 10.43 T.0.1. 10.43 T.O.I. 10.43 V\NE ) Z 1 inch = SO St. B.O.I. 9.82J 8.0.1. 9.90 8.0.1. 9.82 NG R\DGS r TC 10.03 BC 9.70 RIDGE UNE // / RR SPIKE TC 9.66 O� 9.70 / v v v v 9.70 IGl- / OU� N w m v. ENVIRONMENTAL I #' i FOUND BC 9.63 I BC 9vu .87 FOUND P.0.8. II crtlo.4 ' MATCH EXIST. •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVI E PLANNERS • MUNICIPAL ENGINEERS• _-- :�--- -t= .. .�>•�a�at•=r•s!• �=>•a��>•lt��aa�s�lt��!•z.tea._. ------- ---- '�-------- ------------------ -- � 352 TURNPIKE ROAD SUITE 105 '00-50- TC 10.11 TC 10.29 w U NORTH(21)393 PENNSYLVANIA SOUTHBORO MA 101772 (516) 872-2000 N $ OD SO E O.00 P.L.. VALLEY STREAM, NEW YORK o WATCHUNG, NEW JERSEY _ TC 9.78 BC 9.61 BC 9.64 TG 10'00 II 8 (703)N7 VIRGINIA / )0. (908) 668-8300 BC 9.71 MATCH EXIST MATCH EXIST ( 1 BC 9.50 '- m w o P (703) 709-9500 `508 480-9900 MATCH EXIST • ; '' • MATCH EXIST. • - ---II o PROJECT: PR HESS �ORPORATION TITLE: - ------•------- - ---•------- -I- I PROPOSED NESS X ESS t2 ASSESSOR'S MAP T#34, LOT 442 - -------------------..-----___ _._._._.__------- - ----- --._..._.__._.--------__.___..•___.-•---'--._..._.._.---------------' -- � GRADING PLAN TC 9.85 z 295 DERBY STREE CITY 0 SALEM BC 9.76 `-o U ESSEX COUNTY MASSACHUSETTS MATCH EXIST w w 01 a o c SCALE:(H) 1"=10 GATE: a a a W.D . GOEBEL S.P . 1 D EY ( ) NONE B/14/O1 SHEET No: DERBY S T R E � � U y DRAWN BS:C PR 11,7 19 Zi �, �, Z, ° a`e • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - -- - - - - - - - - � DeCOURSEY ,A CHECKED BY: . CAD I.D. - - - - - - (A.K.A. ROUTE 1A) _ _, - - - - - - - - - - C 0 � I LMD W010719SS7 _ o N m PROFESSIONAL ENGINEER P SIOL�N NGI EE OF 13 ry 00 (4 - 6 MASSACHUSETTS LICENSE No. 42644 MA AC 424 ry RHODE ISLAND LICENSE No. 7268 NEW' < 308 [:4 No. (PUBLIC-VARIABLE WIDTH R.O.W.) CONNECTICUT LICENSE No. 21854 MAIN 1sti> . NEW FW.IPSHIRE UCENSE No. 10280 VERMO Mm UCENSE No. 9490 CONSTRUCTION CHECK DATE 1 1 , INV. our= 5.35 GENERAL UTILITY NOTES N 8p,13 ., 1. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND DRILL HOLES® MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO `'' 0 W T T COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION, SANITARY SEWER AND FOUND - �_ (J p 1/-1-�„ ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY 0.9. N - _ _.._.. _ BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. TT jy 1, ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF _j - - CONNECTION) AND PROGRESS UP GRADIENT. INTERFACE POINTS (CROSSINGS) WITH 96,56, EXISTING UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR ` P. TO COMMENCEMENT OF CONSTRUCTION. INV. OUT= 5,50 2. REFER TO SITE PUN (SHEET /3) FOR ADDITIONAL NOTES. DRILL HOLE 3. REFER TO CONSTRUCTION DETAILS PLAN FOR GRADING AND YARD DETAILS. FOUND 0 ` 4. IALLSESSTFYNEEERFNORD, FNTSUPERCEDEN CASE or O �COFLICS. 5. ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL BE CONSTRUCTED IN ACCORDANCE WITH AMERADA HESS CORPORATION SPECIFICATIONS. h \� ° 8. 72SHALL HOURS PRIOR TO CONTRACTOR'S YCEXCAVATION RESPONSIBILITY THUS SITENCONTRACFY E R SHALL(ALSO NOTIFY 7233) MAP 4 LOCAL WATER & SEWER DEPARTMENTS TO MARK OUT THEIR UTILITIES. LOT 442 '`- ° DS GOBS OIL COMPANY LIMIITEEDD PARTNERSHIP D.B. 010745, PG. 390 �- DMHI 1 ' RIM= TBD 1 INV. IN= 5.85 PROPOSED UNDERGROUND o INV. OUT= 5.79 NATURAL GAS SERVICE UTILITY LEGEND 0 u '� - W - - - - APPROXIMATE LOCATION EXISTING UNDERGROUND WATER LINE / CO CID _ _ _ _ _ _ _ = EXISTING SANITARY SEWER 0 55'-6• PVC S=.01 MIN. G- - - - APPROXIMATE LOCATION EXISTING UNDERGROUND GAS LINE rT N a --- --- - - c--- -c----- GH EXISTING POWER POLE & OVERHEAD ELECTRIC LINES 0 h� I I V 1 1, 1 1 1 1 -E- - - - APPROXIMATE LOCATION EXISTING UNDERGROUND ELECTRIC UNE PRO POSED 1/4 BEND W/ T - - -- APPROXIMATE LOCATION EXISTING UNDERGROUND TELEPHONE LI NE iNRUST . t\ u _991 00 EXISTING YARDL LIGHT 1 1/2' PVC WATERU NE (CONNECT i 0 EXISTING CONTRACTOR CO TO 30-6 PVC S-. 1 MIN. 1 VERIFY SIZE, TYPE, AN DLOCATION 0 F t EXISTING UTILITY TY P0 LE EXISTING WATER SERVICE PRIOR TO PROPOSED 6 SANITARY SEWER SERVICE VICE 0 m T ' G I I I CONSTRUCTION AND R E-USE T0 T HE EXISTING CATCH B AS INCONN CT TO EXISTING CONTAORTD 30-6 PVC 5-.01 MIN. u GREATEST EXTENT POSSIBLE VERIFY SIZE AND LOCATION Of EXISTING W PROPOSED WATER LINE MAP 34 UNITARY SEWER SERVICE AND RE- siC MAP34THE GREATEST EXTENT POSSIBLE) " .L0T 441 1 N F LANDS OF LOT 443 - - - • O � P ROPOSED CAS MAIN f LANDS OF I STORMW TER QUALITY JEROME R SOU JR.GEkCE E. MAGKRE LIGE&T - PR PROPOSED UNDERGROUND UND E CT R IC TE LE PHONE SERVICE TRUSTEE OF SOUTH RIVER REALTY (RUST D.B.DB. 97J1. PG36 PROPOSED UNTP2 (N0. & SIZE OF CONDUITS NOT DEFINED) 1.DB702I PG. ZBJ RIM- 10.00ElECTRICAL AND TELEPHONE INV. IN- 5.SERCCONNECT TO CO ®E_ � PROPOSED SANITARY SEWER U E : INV. 5.78 C0EX6TREC) O PROPOSED CLEANOUT • I I I, CO o I I` PK NAIL 1 I FOUND I ON UNE r W w , NOTE: CONTRAC OR TO CONFIRM T Y I I 15 EXISTNGTUTILITY LOCATIONS �` ` •� I PRIOR TO CONSTRUCTION. � I t STDRMWATER QUALITY UNIT t1 RIM= TBDCl I I INV. IN= 6.42 _ ❑ 0 1 INV. OUT= 6.42 u li'-8• RCP $a.OT _ �' ` ❑❑ 100 ; i CBy 2 RIM= 9.20 INV. IN= 6.00 INV. OUT= 5.96 RIM= 9.50 \ \ = I II INV, OUT= 6.49 \e I II APPROXIMATE \\\ �❑ CJ 0 J LOCATION OF 100' INNER RIPARIAN - - --' O CO \\ � -•- -- ---- - -. .. .- - ------ - I �� ZONE UNE INV= 6.89 of •n \ COFP M+ R \ INV= 6.60 to eyj (TYP. 4 PLACES) \ i I DMH/ 2 �,•�� B I RIM= 9.81 3 I NV. IN (A)= 6.22 \ A NV. IN (8)= 6.18 e CO INV. OUT= 6.14 IM INV= 6.72 ' ��,\ . 1 3 1 GRAPHIC SCALE 40'-4• D4 5=.01 ♦�� o j to o s 10 sa so o \ , !0 d I GIB/ / E_.._1 ® \♦ 1 o I l- ------ � 7 ( IN FEET ) R'IM= 9.47 CBj 3 �i 1 inch = 10 ft. INV. OUT= 6.89 RIM= 9.45 • Z ci / INV. OUT= 6.27 EXISTING ELECTRICAL SERVICE RR SPIKERR SPKE I N ..-_------ ____. ...-_--_ -._ .� a a a a!• to a!•a a a !• _.-_____-___._-._. - " l 1 - � .. _ . . ... rl- �fouND FOUND P.O.B. UL � � , w • C CONSULTING ENGINEERS• PROJECA� �S - ENVIRONMENTALSITE PLANNERS MUNICIPAL �ENGINEERS o 2 NORTH WALES, PENNSYLVANIA VALLEY STREAM, NEW YORK ws 352 TURNPIKE ROAD SUITE • 1.05 - -TN 85000,50"?E � '� 0.00 P.L. I o g (215) 393-8300 (516) 872-2000 ------E-----E-----E-----E-----E-----E-----E----- E----- E �I a N o s STERLING, VIRGINIA SOUTHBORO, MA 01772 WATCHUNG, NEW JERSEY E -1.. ---_�_��4 -----'-----------'--„---,----• ----____--_ uI II 'I m� dw (508) 480-09pp Go < U (703) 709-9500 (908) 668-8300 s o Ci PROJECT: HESS CORPORATION TITLE: PROPOSED HESS EXPRESSASSESSOR'S MAP 34, LOTx442 DRAINAGE AND z 295 DERBY STRESALEM UTILITY PLANE `-' ESSEX COUNTY MASSACHUSETTS I PROPOSED NATURAL GAS SERVICE o w SCALE:(H 1'-10' DATE: (CONTRACTOR TO VERIFY LOCATION OF w o W W.D .D . G 0 E E E L S.P. 4 Q A EY (V NONE 8/14/01 SHEET No: EXISTING CAS MAIN PRIOR TO o m CONSTRUCTION) a 0 n a E p S y DRAWN BY: PROJECT No: DERBY STREET - - - - - - - - - - - - - - - - - - - - - -� of m a O DSC WD,1: . - - - - - - - - - - - - - - - - - - - - - O DeCOURSEY � - - - - - - - - - - - CHECKED CAD I.D.D (A.K.A. ROUTE tA) _ _ _ _ _ - - - - -. - -. - - - - - - - -'- - - - - - - - - 0 \ \ \ i ,�� LIVID Wp10719SS7 OF t3 N o 0 o PROFESSIONAL ENGINEER P F SSIOtOp GI EE \ n N N o RHODE ISLAND LICENSE No. 42644 MA A 9 T§ LIC 6424 308 O - - ,- - - - - - - - - - - - - � ss O RHODE ISIAND LICENSE No. 7268 N T,tC F� � 93D8 REV. No. (PUBLIC-VARIABLE WIDTH R.O.W.) 0 " CONNECTICUT LICENSE No. o. 10 MAIN �ry� NEW HAMPSHIRE LICENSE No. 10280 VERMO (tJo�V 10 4. MAINE LICENSE Na. 9490 CONSTRUCTION CHECK DATE LANDSCAPE SCHEDULE 1{Ey BOTANICAL NAME COMMON NAM EE ROOT BT 14 BER13ERIS THUNBERGII JAPANESE BARBERRY 30-36" P5 CAN CK 3 CORNUS KOUSA KOUSA DOGWOOD 6'-10• B+B PLANTING NOTES : -� EFEN 5 EUONYMVS FORTUNEI 'EMERALD-N-GOLD' VARIEGATED WINTERCREEPER 15-18" B3 CAN _ N 80 ICC 15 ILEX CLABRA COMPACTA DWARF INKBERRY HOLLY 24-30• #5 CAN DRILL HOLE - ` ' -_.` f2 3p� w ® PF 1 PINUS FLEXIUS UMBER PINE 6-7' B+B I' PLANT MATERIAL ATE(ALL SHA EQUIPENT FURNISHED N D I STALLED AS INDICATED; INCLUDING ALL LABOR, FOUND I '��_`^ tiJ �rJl PJC 4 PIERIS JAPONICA COMPACTA DWARF JAPANESE ANDROMEDA 30-38" D+B AND CLEAN-UP. 0.9' N - _ •._` UT 3 PSEUDOTSUCA MENZIESII DOUGLAS FIR 6-7' B+B 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUNTING AT CORRECT GRADES AND ALIGNMENT, ER� ?,,V TT T PT 1 PINUS THUNBERCIANA JAPANESE BLACK PINE 7-8' B+B LAYOUT TO BE APPROVED BY OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. _ d �/ 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 II O ` RR 8 ROSA RUGOSA JAPANESE SHORE ROSE a3 CAN CONTAINER DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOF SYSTEMS AND BE FREE FROM bEFECTS 96 AND INJURIES. 1C -�_. S6' p, TCC 1 TILIA CORDATA 'CREENSPIRE' GREENSPIRE LINDEN 2 1/2-3" CAL. B+B I PF - _ C• TOT 5 THUJA OCCIDENTALIS 'TECHNI TECHANY ARBORVITAE 5-6' 8+8 4, CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TD THE 5 RR •�_� VTC 15 VIBURNUM TRILOBUM 'COMPACTUM' COMPACT AMERICAN CRANBERRYBUSH 24-30" B+B GROWTH OF PUNT MATERIAL 1 CK 3 PM _ _ 5. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN VIGOROUS GROWING �T �i IF ANY DISCREPANCIES OCCUR BETWEEN AMOUNTS SHOWN IN THE PLAN AND THE PLANT UST, THE PLAN SHALL DICTATE. _ DRILL HOLE CONDITION. PROVISION SHALL BE MADE FOR A GROWTH GUARANTEE OF AT LEAST ONE YEAR ('- + - FOUND FROM BEGINNINGFOFCTHETFIRST SUCCEEDINGAND PLANTING SEASONLAALLEREPLACEMENTS SHALL HAVE ' 0 A GUARANTEE EQUAL TO THAT STATED ABOVE. 7 VIC / 1� - ` 6. INSOFAR AS IT IS PRACTICABLE, PLANT MATERIAL SHALL BE PUNTED ON THE DAY OF DELIVERY. IN THE EVENT THIS IS NOT POSSIBLE THE CONTRACTOR SHALL PROTECT STOCK NOT PLANTED. PLANTS SHALL NOT REMAIN UNPLANUD FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. MAP 34 ANY PLANTS NOT INSTALLED DURING THIS PERIOD WILL BE REJECTED. ' 2 BT LOT 442 7. QUALITY AND SIZE OF PUNTS,SPREAD OF ROOTS AND SIZE OF BALLS SHALL BE IN ACCORDANCE + N/F LANDS OF —� O WITH ANSI 260 (REV. 1980)) AMERICAN STANDARb FOR NURSERY STOCK AS PUBLISHED BY THE ttI O GIBBS OIL COMPANY LIMITED PARTNERSHP AMERICAN ASSOCIATION OF NURSERYMEN, INC. D.B. 010745, PG. 390 �- +' 1 SMALL ANGULAR B. ALL PLANTS SHALL BE PUNTED IN AMENDED TOP SOIL THAT IS THOROUGHLY WATERED AND TAMPED AS (PY)BOULDER BACK AREASFILLING TD INCORPORATE FERTILIZER S. PLANTING MIX ILPLANTING BE AS SHOWN ON ERTILIZER AND SOIL CONDITIONERS AS STATEDN PUNTING SPECIFICATIONS. 1 TCC 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. 'o 2 ICC 4' DIAMETER PINE + 10. PUNTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN BARK MULCH + VTC a WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN gNDITION. t IGC SMALL ANLOER TREE PIT (TYP.) + ALL PLANT MATERIAL SHALL BE SPRAYED WITH 'WILT—PRUF' OR EQUAL AS PER MANUFATURERS INSTRUCTIONS. I CR(TYP,) 11. NO PUNT, EXCEPT GROUND COVERS, SHALL BE PLANTED LESS THAN TWO FEET FROM EXISTING ' • • 3 ICC STRUCTURES AND SIDEWALKS. 3 RR + 12. SET ALL PUNTS PLUMB AND STRAIGHT. SET AT SUCH LEVEL THAT, A NORMAL OR NATURAL RELATIONSHIP TO THE CROWN OF THE PUNT WITH THE GROUND SURFACE WILL BE ESTABLISHED. LOCATE PLANT IN THE 1 0 1 CK / 1 y 1\ CENTER OF THE PIT, 5 VTC PT 13. ALL INJURED ROOTS SHALL BE PRUNED T0 MAKE CLEAN ENDS BEFORE P UNTING UTILIZIN G CLE AN HARP TOOLS. IT IS ADVISABLE TO PRUNE APPROXIMATELY 1/3 OF THE GROWTH OF URGE TREES CALIPER AND OVER BY THE REMOVAL OF SUPERFLUOUS BRANCHES THOSE WHICH CROSS7 8T 2 DIAMTR PIN SE WHICH RUN PARALLEL ETC. MAIN LEADER 0F TREES WILL NOTBE BACK. LONG SE + BARK MULCH BRANCHES HOWEVER, SHORTENED. ER MUST DE TREE PIT TYP. 14. EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL 7"---PROPOSED SODDEDLAWN PRACTICE PRESERVE NATURAL CHARACTER OF PUNT. PRUNING SHA BE DONE WITH CLEAN SHARP TOOLS.1 DR MAP 34 O ++ b 5 TOT 15. TREES SH A L BESUPPORTED IMMEDIATELY AFTER ER PUNTING . ALL TREES SIX (6) INCHES MAP 34 AND OVER IN CALIPER BE GUYED. SMALLER TREES SHALL BE STAKED GUYING WIRESS 3 C + LOT 441 LOT 443 AND STAKES SHA DE INSTALLED AS INDICATED. THE LANDSCAPE CONTRACTOR SHAREMOVE F LANDS OF • STAKING, GUYING & TREE WRAP AT THE END OF THE ONE YEAR MAINTENANCE 8 GUARANTEE PE RIOD.N/F LANDS GEOGE EMACIRE 1 OR JERDME R. SOUJR TRUSTEE OF SOUTH RMR REALTY TRUST D.B. 9731 PG. 16. THE TRUNKS OF ALL TREES SHALL BE WRAPPED AS SOON AS POSSIBLE AFTER PLANTING O.B. 10 I FG. 283 0 ACCORDING TO STANDARD PROCEDURES AND AS INDICATED. I Y • ••�:',' 17. ALL PLANTING S5 L LAYER OF DOUBLE SHREDDED HARDWOOD BARK NTING DED HAL BE MULCHED WITH 3 RK MULCH.' ff •i X11 1 L 1 e , 18 THE PROPOSED IAPLANTS AND LAWN.ALL BE ADEQUATELY IRRIGATED OR WATERED TO ESTABLISH .. ........ Vv 1 PK NAIL 19. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE AS ON UNE SHOWN ON THE APPROVED LANDSCAPE PLAN MUST BE INSTALLED, INSPECTED AND APPROVED BY THE CITY LANDSCAPE ARCHITECT. THE CITY ENGINEER AND LANDSCAPE ARCHITECT SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES SHRUBS, VINES OR GROUND COVER AS REQUIRED BY OR ASSOCIATED WITH A T SUBDIVIS16N OR SITE PLAN APPROVAL BY THE PLANNING BOARD OR ZONING BOARD OF ADJUSTMENT SHALL BE INSTALLED DURING THE FOLLOWING PLANTING SEASONS: �� I .TIFF .QATES PLANTS 3/15 TO 12/15 40 LAWN 3/15 TO 6/15 S CFEN 9/15 TO 12/1 O 71 FURTHERMORE, THE FOLLOWING TREE VARIETIES SHALL NOT BE PLANTED DURING THE FALL - - + - - - - -- - - - - - - PUNTING SEASON DUE TO THE HAZARDS ASSOCIATED WITH PUNTING THESE TREES IN THIS SEASON. 4 PE O 1 ACER RUBRUM POPULUS VARIETIES L ` _ I BETULA VARIETIES PRUNUS VARIETIES 1 CARPINUS VARIETIES PYRUS VARIETIES r I CRATEGUS VARIETIES QUERCUS VARIETIES L=1 ` ❑� O 0 I KOELREUTERIA SALIX WEEPING VARIETIES LIQUID AMBER STYRACiFLUA TWA TOMENTOSA LIRODENDRON TULIPIFERA ZELKOVA VARIETIES - - -- PUTATNUS 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 [-]El00 TO COMPLY WITH THESE REQUIREMENTS WILL REQUIRE THE REMOVAL OF THE PLANTING IN 1 QUESTION. THIS REQUIREMENT DOES NOT APPLY TO SEEDING OR SODDING OR PLANTINGS O O ` I SPECIFICALLY FOR SOIL STABILIZATION PURPOSES. THE PLANTING ASSOCIATED WITH ANY 1 LOT GIVEN A CERTIFICATE OF OCCUPANCY OUTSIDE THESE PERIODS SHALL BE PROVIDED DURING THE PREVIOUS OR NEXT APPROPRIATE SEASON. O ® 20. ALL DISTURBED AREAS TO BE TREATED WITH 4" TOP SOIL AND MUCHED OR SODDED AS SHOWN AND SPECIFIED ON THE LANDSCAPE PLAN. I 0 P + R F—, P + R O ®I I 3 O 45 dLaG`]D�C�LapC pMGpO�� OL��1� � a 3 i GRAPHIC SCALE ^ ANNUAIL MIX (SEASONAL BY = I A� 10 0 5 10 20 ao o OWNERI / OPERATOR) Ln I /may yQ_ 0 P + R IN FEET ) o Z 1 Inch = 10 f[. -SMALL ANGULAR y r'l CRAY BOULDER ILII (TYP.) Ij O RR SPIKE ❑ P.O.B. RR FOUND r m E54.1 FOUND FOUND w •CIVIL & CONSULTING ENGINEERS" PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• 352 TURNPIKE ROAD SUITE 105 V � VALLEY STREAM, NEW YORK o o W NORTH(21 ) 393-830DLVANW N H5"OO�SO" E T O.00 P.L. ¢ N STERLING. VIRGINIA SOUTHBORO, MA 01772 (516) 872-2000 ¢ rc o WATCHUNG• NEW JERSEY 8 (703) 709-9500 (508) 480-9900 (908) 668-8300 # • I .c. r I I • PROJECT: AMERADA HESS CORPORATION • -----.-------- " PROPOSED HESS EXPRESS TITLE: W o E LANDSCAPING PLAN �Z ASSESSOR'S MAP 34, LOT 442 z 295 DERBY STRE CIN 0 SALEM �u- ESSEX COUNTY MASSACHUSETTS EXISTING TREE TO REMAIN w o SCALE: H I"-10' DATE: (PROTECT DURING w o w w ° 11 .� . G 0 E E E L S.P. A F a EY (V) (NONE 8/14/01 SHEET No: DERBY S T R E E CONSTRUCTION, TVP. 3 PLACES) a w^ a o E q< S N G DRAWN BY. PROJECT NO: L � � � � � o JSC W010719 Om DeCO SEY CHECKED BY: CAD I.D. : OoMASSACHUSETTS LICENSE No. 42644 SA MS(A.K.A. ROUTE IA) N o m PROFESSIONAL ENGINEER SSIORI�LENG E LMD W010719SS7 OF 13 N 0 n iO YN&4 6424 (F.K.A. WATER STREET) 00 �_ IS RHODE ISLAND LICENSE No. 7268 NE 9306 REV. No. n CONNECTICUT LICENSE No. 21854 MAI L (PUBLIC-VARIABLE WIDTH R.O.W.) M N y NEW HAMPSHIRE LICENSE No. 10280 VERM AiFA4a . 0 4 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE II I , GENERAL LIGHTING NOTES t ( • 7 + 1 SPEC FICA IONSRASSOC ASSOCIATED WITH THIS PROJECTT WORKSCOPE PRIOR TO THE INITIATION OFCONSTRUCTION. TO REVIEW ALL OF THE DRAWINGS AN /— SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR FOOT CANDLE LE CE CONTOUR OF ONE 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 1THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO N 80'1 3COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL F9UNDHOLEw I� REGULATIONS AND CODES. ON N2,2, ALL WORK SHALL CONFORM TO THE CITY OF SALEM AND MASSACHUSETTS DEPARTMENT P TRANSPORTATION CONSTRUCTION STANDARDS AS APPLICABLE. ( , 1 �� 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "DIG-SAFE" (1-888-344-7233) 72 I _ HOURS PRIOR TO ANY EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER & J - SEWER DEPARTMENTS TO MARK OUT THEIR UTILITIES, 4. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED �N INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR 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 05. ALL UTLOCATIONS ARE APPROXIMATE, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE CONDUITS, PRODUCT PIPING, ETC. PRIOR TO COMMENCEMENT OF EXCAVATION OF ANY TYPE. 6. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE "ENGINEER L>'- CF RECORD" IS STRICTLY PROHIBITED. ' MAP 34 - 7. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERSEDE IN ALL CASES. NOTIFY LOT 442 ` ENGINEER OF RECORD OF ANY CONFLICTS. N F LINOS OF I. `• `.1. '1 i i. .1 '' ! GIBES OR COMPANY WAILED PARTNERSHIP O 19 ! D.B. 010745, PG. 390 i _ (/� CENTERLINE LIGHT r LIGHT FIXTURE: I O V PROPOSED SINGLE 250 WATT AREA STYLE: SAVANNAH GENIE LIGHT (SPRING CITY ELECTRICAL ; MATER.: CAST ALUMINUM 'SAVANNAH GENIE" SERIES, TYP. 2 PLACES) i 3. II II 00 . .i•. . : /'.. I .i. In ]� PROPOSED SINGLE 175 W BUILDING I MOUNTED LIGHT (COOPER-LUMARCK s 0 No. MHWC-175) (MOUNTED AT 9') ' (TYP. I PLACES) z o MAP 34 z i LOT 441 MAP 34 z LAMP POST: �- LOT 443 D STYLE: NORTHAMPTON STEEL v GEORGE LANDS. MAGUIRE, I - - - O N/F LANDS OF z _I TRUSTEE OF SOLIDI MM REALTY TRUST ' Y " -7. 'i"; JEROA9 3 SOUSA JR. D.B. 7021, PG 263 4 D.B 9731, PG. 36fi N 80 O � . 1 1 FOUND J 0 1 II I ON UNE r T I ACCESS DOOR \ I I - \ PROPOSED LIMIT OF ONE YARDLIGHT ELEVATIONCONC. WALK I FOOT CANDLE CONTOUR 1/2"1 CONDUIT STUB-UP z 00 HOT DIP ANCHOR 13OLTSNIZED - Q - _ z r I I LSI LIGHTING SYSTEMS CONCRETE Oo CITATION SERIES-40OW PROPOSED DOUBLE 400 W AREA LIGHT O j MODEL: CTM-FT-400-SMH-F-12OV, WHITE CURB Il �• TI (LSI No. CTM-FT-400-SUN-F) LAMP: 400 W SUPER METAL HALIDE _ I (MOUNTED AT 16', TYP. 2 PLACES) \ \ ISEE:NO EA FLAT TEMPERED GLASS L C. �., ( - - ` 1` - - - - _ - -- - - - - - - - - - - GALVANIZED" LONG I II II - - TYPICAL POLE FOUNDATION Al - �Ya7A� I ANCHOR BOLTS 1 16' YARDLIGHT DETAIL r L�_ 1 4,500 P51 CONCRETE \ \ NOT TO SCALE I (5) J'2 TIES 0 12" O.C. r--- 4 4 VERTICAL 1 •. r .. ..� ( '. '', i . '. . -` a `'\ - I I ONE AT EACH CORNER - ' 1 t -'s'j .�f• I 24' SQUARE OR i O ` O O I ELEVATION 2a DIAMETER I !1 I PROPOSED LIMIT OF ONE _ i / � TYPICAL DECORATIVE ALREA LIGHT DETAM FOOT CANDLE CONTOUR 0 P + R (_ P + 1/2"=1'-D" L.--• 1 LIGHT POLE & FIXTURE MANUFACTURED BY SPRING CITY ELECTRICAL MFG., CO. HALL AND MAIN STREETS 1 SPRING CITY, PA. 19475 O PROPOSED 250 W CANOPY AREA LIGHT 1 (215) 948-4000 O (LSI No. SC-S-250-MT-WHT) OR EQUIVALENT (MOUNTED AT CANOPY UNDERFACE) O I (TYP. 12 PLACES) I /rte O ; O O O 3 i GRAPHIC SCALE I � 10 0 5 10 20 40 O InFP M- R I — I p / ( IN FEET ) I inch = 10 fL. O O O RR FOUNSPIKED FOUND m � � m .gl�.�' l I � � � I V�1�:, I I - .i:I�W rL.Ai� y s cv RR SPIKE II FWND P.O.B .. ---- ------ - �, CIVIL & CONSULTING ENGINEERS PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• r --f- " 11.0_00' P.L. — U NOR WALES, 3-8300 PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK N 85'00'50 E & TH9 wacwwv SOUTHHORO, MA 01772 C57 NGa72-2000 7 NEW O II'.• G 0 STERLING, WAT HU N JERSEY -----1 .---- L--- ----) --- --T m o v (703) 709-9500 (508) 480-9900 (908) 668-8300 `� I• -- • j r� . • i �� o PROJECT: AMERADA HESS CORPORATION TITLE: - -1 - --- -- -- - - - - 1 - J - -- - - -I. .._. - -- - — - PROPOSED HESS EXPRESS -------- ------- — - — - -- --- - - _ o: z ASSESSOR'S MAP 34 LOT 442 LIGHTING PLAN 1 a ESSEX COUNTY MASSACHUSETTS - — -- ------------- --------- --- - ---_-- - --- z � � = 295 DERBY STREET CITY O�SALEM IA a o v W.D . SCALE: H 1'-10' DATE: �/7 d oW w W F 11 DGOEEEL SY l F SEY (V) NONE B�14�01 SHEET No: DERBY STREET _ _ _ � aa � DRAWN BY: PROJECT No: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - rc a v i` 6 DSC W010719 _ — — — — — _. — — — — -- URSEY � CHECKED BY: — — — — (A.K.A. ROUTE 1A) — — — — -- — — — o \ PROFESSIONAL ENGINEER P SS1001NLL ENG E LMD W010719SS7 OF 13 _ — — — — — — — _ _ _ _ _ _ — — — — — — — — — — _ .— — — �(F-�-A��E�STR�ET� � N N if/ o MASSACHUSETTS LICENSE No. 42644 SA mS"tlCE 6424 :zzu — — — — — — '0 r RHODE ISLAND UCENSE No. 7268 NE 9308 REV. N0. (PUBLIC—VARIABLE WIDTH R.O.W.) O CONNECTICUT LICENSE No. 21854 MAI > NEW HAMPSHIRE LICENSE No. 10280 VERM W&�- 0 4 MANE LICENSE No. 9490 CONSTRUCTION CHECK DATE 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 ` 1. WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15. 2. THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED 1 CONDITION FOR A MINIMUM TIME. AREAS SHALL BE PERMANENTLY STABILIZED WITHIN 15 DAYS OF FINAL -.`N 80.72 [y 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 W E 11 I ``_` 30" w ,\'® T WITHOUT STABILIZATION AT ANY ONE TIME. DISTURBANCE IS WITHIN 100 FEET OF A STREAM OR POND, THE AREA SHALL BE STABILIZED WITHIN 7 r �l U DAYS OR PRIOR TO ANY STORM EVENT (THIS WOULD INCLUDE WETLANDS). ON N � o ° o ` � 1 T� 3. EXPOSED AREA SHOULD BE LIMITED TO THAT CAN BE MULCHED IN ONE DAY PRIOR TO ANY SNOW EVENT. �I ° ° 'o _ `� 3. SEDIMENT BARRIERS (SILT FENCE, HAY BARRIERS, ETC.) SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE ° o ° V�j 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 *i ` ys WITHOUT EROSION CONTROL PROTECTION AS LISTED IN ITEM 2 ABOVE. FOR ALL SLOPES GREATER THAN 8%. rIL o a " X56• P C APPROXIMATE LIMIT -o OF WORK 5. AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER 4, INSTALL SILT FENCE N TOE L SLOPE TO FILTER SILT FROM RUNOFF. SEE SILT FENCE DETAIL FOR PROPER "•" MULCHED WITH STRAW OR HAY AT A RATE OF 100 L8. PER 1,000 SQUARE FEET WITH OR WITHOUT SEEDING OR a �o _ �'- �� ( ) INSTALLATION. SILT FENCE WILL REMAIN IN PUCE PER NOTE y5. ° o 0 0 � � � ��,_ DORMANT SEEDED, MULCHED AND ADEQUATELY ANCHORED BY AN APPROVED ANCHORING TECHNIQUE. o ° - DRILL HOLE 5. ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY 7 DAYS AND 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 I° o ° ° 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 ° o a 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 I o ° o DATE IS AFTER NOVEMBER IST AND IF THE EXPOSED AREA HAS BEEN LOANED, FINAL GRADED AND IS SMOOTH, ° THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR I 0THEN- THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200 - 300 X HIGHER THAN SPECIFIED FOR UNTIL AREAS UPSLOPE ARE STABILIZED BY TURF. 1 ° _ ° o I �` PERMANMENT SEED AND THEN MULCHED. IF CONSTRUCTION CONTINUES DURING FREEZING WEATHER, ALL EXPOSED ° AREAS SHALL BE CONTINUOUSLY GRADED BEFORE FREEZING AND THE SURFACE TEMPORARILY PROTECTED FROM 1 o MAP 34 ° \`` - 6. NO SLOPES, EITHER PERMANMENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2 TO 1). I 0 ` EROSION BY THE APPLICATION OF M'JLCH. SLOPES SHALL NOT BE LEFT UNEXPOSED OVER THE WINTER OR ANY o APPROXIMATE LOCATION OF LOT 442 // -� 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 ° PROPOSED SILTATION BARRIER Cees OIL COMPANY FLLANDS D PARTNERSHIP // o 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 O.B. 010745, PG. 390 / �-�_` BE CONTROLLED BW THE INSTALLATION OF BALES OF HAY OR STONE CHECK DAMS IN ACCORDANCE WITH THE SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD. o DETAILS / o - STANDARD DETAILS. o SHEET 11) // APPROXIMATE LOCATION OF o B. TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED 45 DAYS / PROPOSED SILTATION BARRIER 7. A) BETWEEN THE IDATES OF NOVEMBER IST AND APRIL 15TH ALL MULCH SHALL BE ANCHORED BY EITHER PRIOR TO THE FIRST KILLING FROST TO PROTECT FROM SPRING RUNOFF PROBLEMS. o // (REFER TO CONSTRUCTION ° PEG LINE, MULCH NETTING, ASPHALT EMULSION CHEMICAL, TRACK OR WOOD CELLULOSE FIBER. DETAILS ° B MULCH NETNNG 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 o SHEET 11) ) ONTO OPEN AREAS. 3% FOR SLOPE EXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%. ° o -- �� o �\ 10. REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSRTUCTION EXCEPT AS NOTED ABOVE. 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 ° 7 �� ° 1 \ AFTER OCTOBER IST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%. SEEDING AS FOLLOWS: ° g i o ° 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 o ALL BARE EARTH AT THE END OF EACH WORKING DAY. UNIFORM SURFACE. o % 0 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 / a 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 0 O I 10-20-20 OR n EQUIVALENT. APPLY GROUND LIMESTONE (EQUIVALENT TO 50X CALCIUM I PLUS MAGNESIUM OXIDE AT A RATE OF 3 TONS PER ACRE 13 PER 000 SF . C 8 LB E 1 a , 0 ) ( ) la I I.0 0 ' c , FOLLOWING SEED BED PREPARATION DITCHES AND BACK SLOPES WILL BE SEEDED TO A M 1 MIXTURE F 4 X CREEPING RED FESCUE SY. REDTOP AND 48X TA 0 1 o D 7 E LL FESCUE. THE LAWN AREA WILL B SEEDED T A PREMIUM TURF MIXTURE OF 44 N BLUE- 0 0 5 L E S D 0 X KENTUCKY BLUE 0 GRASS 44% CREEPING RED FESCUE AND 12% PERENNIAL RYEGRA I AT I SS. SEEDING RATE 0 o F W QUALITY MAY T IS 1.03 LBS PER 1000 5 . LAWN AL SOD Y BE SUBSTITUTED FOR SEED. Q ED o / 0 d HAY MULCH AT THE RATE OF 70-90 LBS PER 1,000 SF. AHYDRO-APPLICATION MAP 34 o MAP 34 a OF ASPHALT. WOOD OR PAPER FIBER SHALL BE APPLIED FOLLOWING SEEDING. A SUITABLE LOT 441 0 443 a- LOT NF DSO F 0 0 - BINDER SUCH AS CURASOL OR RMB PLUS WILL BE USED ON HAY MULCH FOR WIND CONTROL. LAN N F D F / - / LMDS 0 R R GEORGE E PACU o :� ' . JERONE R. 0 JR. E 5 C. 3 t M A R F R tt1R .. i •'. •: ' 11. ALL TE OR RY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE IS STABILIZED. TRUSTEE 0 SOUTH RMR Fal TRUST � . •1. D.B. 731 PC. 366 ° \ 9 D.B. 01 PG. D B 7 2 283 L 12. WETWETLANDS WILL BE PROTECTED W HAYBALES AND OR SILT FENCE INSTALLED ED AT THE EDGE OF THE WETLAND OR I . I THE OF N 0 TH BOUNDARY 0 WETLAND DISTRUBANCE. o 1 13. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL HAVE AN EXPOSURE WINDOW OF NOT / I MORE THAN 7 DAYS. ° / I ' PK NAIL o / I 1 FOUND 14. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL FOLLOW APPROPRIATE EROSION o 1 ON LINE CONTROL MEASURES PRIOR TO EACH STORM IF NOT BEING ACTIVELY WORKED, 1 - o o T - \� MULCH AND MULCH ANCHORING \` 1 MULCH ° i LOCATION MULCH RATE (1000 SF) I PROTECT AREA STRAW OR HAY 100 POUNDS WINDY AREA SHREDDED OR CHOPPED 185-275 POUNDS CORNSTALKS \ { i ❑ I STRAW OR HAY 100 POUNDS O I (ANCHORED)* % j MODERATE TO HIGH JUTE MESH OR AS REQUIRED o O I VELOCITY AREAS OR EXCELSIOR MAT AS REQUIRED 1 l o ` � - - - - - - - - - - - - - - - j STEEP SLOPES 1 GREATER THAN 3:1 I o ❑❑ 00 GREATER THAN 3:1 o _ `_ �__ _� _ _ __ _ _ _ I APPROXIMATE LIMIT * A HYDRO-APPLICATION OF ASPHALT, WOOD, OR PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING. A SUITABLE o j OF WORK BINDER SUCH AS CURASOL OR RMB PLUS SHALL 8E USED ON HAY MULCH FOR WIND CONTROL. I MULCH ANCHORING ANCHOR MULCH WITH PEG AND TWINE (1 50. YD/BLDCK): MULCH NETTING (AS PER MANUFACTURER); ASPHALT EMULSION II ❑❑ 00 1 ` I CHEMICAL TACK (AS PER 0.04 GALLONS PER SO. YD.); MANUFACTURERS SPECD ASPHALT IFICATIIONS);0.01 GAL. PUSE ER SOF A O. SERRATED STRAIGHT DISKWOOD CELLULOSE . WETTING 750 LBS/ACRE); SMALL I i AREAS AND ROAD DITCHES MAY BE PERMITTED. APPROXIMATE UNITOF WORK i O �I II II II P + Rr,� , P + R I II L' PROPOSED STTABIUZED II CONSTRUCTION j I ENTRANCE (REFER TO I CONSTRUCTION I DETAILS SHEET 11) / I GRAPHIC SCALE \07 i j /�� 10 o e 10 20 40 l-._._-- _ - IN ET / APOXIATE LOCATION OF Z 1 inch F P E 10 !L. PRO IOSED SILTATION BARRIER / (REI ER TO CONSTRUCTION DET AS / U / SHE 7 11) RR SPIKE R E In ' •p(�1a� : '� "'� '� q C4 FOUND o 0 0 0 0 0 0 0 0 0 0 o P.O.B. W -CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- W _ ____._.._ NORTH WALES. PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 � 85•UD 50 E -. _. 0 -- - - .. _ o � � (215) 393-8300 VALLEY 5 bra 872-2000YORK � 3 STERLING. VIRGINIA SOUTHBORO, MA 01772 -_ --- o w v (703) 709-9500 (508) 480-9900 WA (908) 668-8300 TCHUNG, NEW 5 0 V • • ��; • • I 0 m o PROJECT: AMERADA HESS CORPORATION TITLE: 1 ---- ----- . _ - - -:- 1-==__ 12 - ----. 6• L.. ;, •...J , I. I .1 li I, 1 1 I ! I 1 •1 I , i 1 -,.�•iV�_✓' I , 11 1. I li ,: ! z..A"..'_... ; , 1 1 ! ' I! I ! I !i ,.J. Io- ,I ..I.. .) 1 . '-I.! ;j_ I.L.1I..,J. .I L.: .ti..Il J ,J ) .1:... h...,1.: LJ _J,1.- .il :! .!,..i! .1... I., :I. •. ,. I. '.J... t _.EI.i.. Ii I It : ; I' I I � 1 ' :I 1 / •.i' .1 I' 'i I ,'i ! .: I„- Il_ •.j.: ... , ,,.,,J.iJ. I . J .l • 1 , l I�: .I • I t, I I ,.I r...li , I , : I 1�.! _ , :•il i', I! •I 1 ! •II ! 11 ,1 1 1 ! , ;•: !1t �` .. i' • ' 11 ti ' J.' 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WHEEL 4000 PSI AIR ENTRAINED CONC. '" STOP ! y „.•• ' CURB REINF. W/ #4 BARS TOP In 3'-0' 3'-0' i '; : ..� ; AND BOTTOM (BY CONTRACTOR) Ww : i 1 1/2" BITUMINOUS CONCRETE EXPANSION JOINT '% ffff• PAVEMENT SURFACE z o - CONCRETE ISLAND MAT -4000 P.S.I. 0 w + 'r F o z 4'-4 1/2' SURFACE COURSE N .,j •: ,, rNOTE-. 4' WHITE 28 DAYS (THICKNESS VARIES) (TYPICAL) � • :.:;: . � sTRIPINc (ttP.) i S a 2 1/2" BITUMINOUS CONCRETE PLITFACE CMU WALL w •ro PAINED ; BASE COURSE S!' (4" WHIN z HANDICAPPED 8" CONCRETE TANK MAT -4000 P,S,I. 10" GRAVEL BASE — 6" AIR ENTRAINED 4000 PSI CONCRETE n •'. .`:'• SYMBOL 0 28 (THICKNESS VARIES) TACK COAT � F (54w X 6o"H) VERTICAL4 SLAB REINFORCED WITH 66-42.9XW2.9 zEXISTING BITUMINOUS 4 WW,M, SET 2 1 2" BELOW TOP OF SURFACE NEW EXIST. CONRETE AND BASE to' ° v 10• SLAB. / "A 'an (BY CONTRACTOR) I :T' T;• •L {.. 31-:+,d a I6'-0' I8'-O• iq 4" SCHED. 40 STANDARD STEEL PIPE SE JOINTS SHALL BE MATCH EXISTING GRADE �m 4 a d FILLED WITH CONCRETE AND PAINTED 1/2" FULL DEPTH ASPHALT IMPREGNATED SAWCUT GREY. FIBER EXP. JOINT RECESSED 1/4' IN NOTES: ' TACK COAT VERTICAL SURFACE AND FROM THE FRONT FACE AND TOP OF 1. ALL TRAFFIC MARKINGS AND PARKING STALLS SHALL BE PAINTED WITH WHITE TRAFFIC i SEAL JOINT AFTER INSTALLATION THE CURB ® 20'-O` MAXIMUM. PAINT IN ACCORDANCE WITH THE *MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES'. v LINE OF FOUNDATION BELOW. OF NEW PAVEMENT B NOTE: ON SITE CONCRETE CURB DETAIL HANDICAPPED STALL MARKINGS SEE SITE PLAN FOR TRASH PAD ! LOCATION. NOT TO SCALE NOT To SCALE CONCRETE & BITUMINOUS CONCRETE 9'-6 3/ ' PAVING DETAIL 5.6' _ . . ._ ... . . .._........ ... ..._...__;._.. .. .__. .. ...... . _... .. ... ... .. .. .. .... ,.. ..._ ......._...............-- NOT TO SCALE 5/8"0X2'-6" LONG STEEL DROP ROD INSERTED INTO 3/4"0 PVC SLEEVE. .......... ___ . ... . . .. ..... . . . .. __. _. . _ .. WYE! WHERE CLEANOUT "CO.' FAST N SECURED COVER ' .. . . ... . . ... . .. .._.. .. . .. . ..... ._. ..._, .. . __...... ...._.._... ........ ._. . _. MASONRYTRASH PAD ENCLOSURE Ar VS s E ,TDPDFaA� (WTM ISLAND MAY) IF LOCATED) XT-O` x n V2• T PAVERENT w PROPOSED BUILDIN TACK 4000 PSI NR ' WITH VINYL GATE SUML 7 NOT TO SCALE xr•F'P{ n 1' +� ,� F U;I_ HEIGHT OF C- SLIDE BOLT ? CURB TRANSITION 2' FACE Wit. .:.'',_� cZ•: i •t_Yrr ' ' r` 1•' 12gfip!'S TO FULL HEIGHT OF LURE TS 2"X2"X.25" STEEL TUBING BOLTED ,•-0• f -- I'T'/I:LIk"rl1 TO METAL FENCE RAILS BEYOND •UosAM'/taeao SER Es Rou"D FLANGED STEEL TUBING MITERED AND WELDED AT ,auvNo w/ HEAw IN c�sr tro COVER t/Y DEPTH TYPICAL CORNERS CONTRACTION JOINTS P.V.C. cow e,EnNIOUT 2" X 2• WWM FNm FU PLAN TS 2"X2"X.25" STEEL DIAGONAL TUBIN EA 00.CLEAN AND P116 ° / WELDED AT CORNERS (TYPCIAL) HasNcicoEE °LAT r PROP. CONC. CURB W TRANSITION CURB DETAIL / FLUSH WITH WALKWAY SEE DRAWINGS PROPOSED ' / "'wE WHITE ALUMINUM FENCE SLATS 4' AIR ENTRAINED CONC. eulLowc NOT TO SOLI 4,000 P.S.I. ® 20 DAYS PAVEMENT FURNISHED BY AMERADA HESS AND ASSEMBLED AND INSTALLED BY rLoy - a' 1-8 SOIL AGGREGATE CONTRACTOR APPROVED COMPACTED SUBGRADE -�� STEEL HINGES WELDED TO SIDE * /' NOTE: ACTION OF STEEL TUBING (TYPICAL) APPROVED R ,ERA ' 1. MIN. CROSS SLOPE 1/4" PER FOOT PITCHED TOWARDS ROADWAY, p d. A SELF CONTAINED AR . . COMPRESSOR/METER WITH PEDESTAL SELF CONTAINED AIR (SEE DEUR) - 2. PROVIDE 1/2' PREMOLDED BITUMINOUS EXPANSION JOINT AT 20' INTERVALS. • , FURNISHED BY AMERADA HESS. COMPRESSOR/METER WITH PEDESTAL 5 8.OX2'-6" LONG STEEL DROP ROD INSERTED T�® INSTALLED BY CONTRACTOR FURNISHED BY AMERADA HESS. INTO 3/4" PVC SLEEVE (TYPICAL) i p INSTALLED BY CONTRACTOR / TYPICAL CLEANOUT DETAIL ON — SITE SIDEWALK DETAIL ' REAR ELEVATION VINYL GATE AT NDT TO SCALE NOT TO SCALE I . : � ::: _..\'�. ALIGN SEAL-OFF WITH MASONRY TRASH ENCLOSURE _ INSTALL CONCRETE FOOTINGS MANDHOLE IN POLE • ., • ' ' 6' BELOW FROST LINE. 2'-0• j�� '.;1\• ' '• MINIMUM DEPTH ' '�� p. EXPLOSION PROOF SEALING FITTING NOT TO SCALE 4000 P.S.I. 0 1 . �'. •.. CONTRACTORWITH JUMPER BY !II I • HANDHOLE WITH COVER CONCRETE p, (TMP) OF 13ASE FLUSH .n ,,p •� A \• / ADJACENT P CONCRETE CURB W/ 10'-4 3/a- ' ' ' ' •• 3 -0• • ''. E.—LANDSCAPE 1' CHAMFER 1 BROOM FINISH • / ASPHALT SURFACE COURSE III II I VIII • '• ' • AREA7 SMOOTH FORMED/ RUBBED 4 9'-4 3/8' t• s I •'E I •, !; ..•' .'.. PLANTING AREA •• • SLOPE • ' • I ABOVE GRADE • • ' . • ' . ' p .• 2.500 P.S.I. RITE FENCE RAILS STONE BASE COURSE 0:1 M '.• r >' MITERED AT CORNERS CONCRETE FOOTING a COMPACTED APPROVED 1 ' I I I I I I I II • •• • ' j ... .•, p• •. . .l i Y �'� ,+ '"' • „ /; BY CONTRACTOR z • i •i•... �' COMPACTED sve BASE CURB•EDGE p p•C . (4) 1/Y % 28' ANCHOR BOL BACKFILL o IDEWAL BROOM (3Y LAYOUT 28" + 4' HOOK) ^ ' FINISH 26" EMBEDMENT (FURNISHED o •o rm AND INTALLED BY CONTRACTOR) UI ,'•,. +� 9^� ' " ASPHALT PAVING DETAIL 13 -°" L3/8" RIGID CONDUIT 24' MIN. f int Pit, v 2,500 P.S.LC CONTRACTOR 6` CONCRETE CURB BELOW FIN. GRADE UNDER 4• It - ll NOT TO SCALE FOOTING FEY CONTRACTOR PAVED AREAS. BY CONTRACTOR IIP 'T= 11111== � ' 6'-O'(L)x3'-O"(W) INSTALL CONCRETE FOOTINGS HANDICAP RAMP DETAIL 1/2-PR ASPHALT MI BELOW FROST LINE, 2' IMPREGNATED PREMOLDED MINIMUM DEPTH FILLER UNDISTURBED SOIL (MIN. NOT TO SCALE I - BEARING 2.000 LBS./SQUARE PLAN VIEW FOOT) VINYL GATE AT MASONRY TRASH ENCLOSURE AIR TOWER PAD AIR TOWER DETAIL NOT TO SCALE NOT TO SCALE _ .. . . . . . . ._ . . - . . .. . . . . .. . . . . . . NOT TO SCALE GENERAL NOTES: PAVEMENT OR GRADE i TOOLED JOINT TO ALIGN WITH ADJACENT CURB 1. FOR PAINTING REQUIREMENTS SEE MASTER SPECIFICATIONS. CONC. OR ASnwaT TURF PAVEMENT SURFACE a' CONCRETE SLAB/SIDEWALK REINFORCED .•TOP SDE. 2. ALL METAL RAILS AND SLATS FURNISHED BY AMERADA HESS AND 6" WITH 6X6-2.9X2.9 W.W.M. SET 2' FROM i ASSEMBLED AND INSTALLED BY CONTRACTOR. I BACKFILL W/SUITABLE EXCAVATED p ? THE TOP, i MATERIAL OR SELECT GRANULAR SURFACE OF ' . ,.,.,•.• "" ' BACKFILL AS DIRECTED IBy AMERADA I PAVEMENT i,a•.`':"�"X' •'Af"` 3. CONTRACTOR SHALL SUPPLY AND INSTALL ALL MATERIALS UNLESS HESS CORPORATION'S MIECHANICALLY TAMPED �• Tis^', " UNMST. EARTH OTHERWISE NOTED. >>I' IN 16' LAYERS e ___ �_�4r1,,' FILL N en 2 i OR CONTROLLED n 3 1/2' O.D. SCHEDULE 40 ' o = I DouaL[ wAu. •' 4. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY : ' '•=- :� STAINLESS STEEL INVERTED SIDE SLOPES IN ACCORDANCE WITH ' gq PRODUCT 'U' BUMPER FILLED W/CONC.: I APPLICABLE REQUIREMENTS OF O.S.H.A. --''�' '' � SPECIFICATION D1,0. LATEST EDITION AND WLEDER SHALL BE CERTIFIED _ k;.• 6' POROUS FILL 1 . '•' SET BUMPER t'-O" CLEAR OF & OTHER GOVERNMENTAL REGULATIONS VAPORf RECOVERY IN ACCORDANCE WITH SAID CODE. " ISLAND FASCIA i PIPING 'o 1 CONTINUOUS #5 BAR `1 •' CONCRETE PUMP ISLAND (TYPICAL) PEA RAVEL 5. ALL STEEL FABRICATION AND ERECTION SHALL 8E IN ACCORDANCE N i' W/STAINLESS STEEL FACIA ='--- HAND-PLACED BACKFILL SUITABLE i KT BD, b WITH CURRENT A.I.S.C. SPECIFICATIONS. w ---- EXCAVATED MATERIAL OR GRANJLAR I oa w�scT WL SEN. CAP AROUND STEEL BUMPER _-__= -__= SELECT BACKFILL AS DIRECTED BY AMERADA i I/a• - 1/2'DIA W/ SEMANT/BACKER ROD CORPORATION ENGINEER MECHANICALLY 6. ALL WELDS AND SHARP EDGES SHALL BE GROUND SMOOTH. , " " 6' REINFORCED CONCRETE Q. -__- TAMPED IN 6" LAYERS p• z 4• p - ' RADIUS ALL PROTRUDING CORNERS. 'o PAVEMENT SURFACE O' ' i 7. ALL SQUARE AND RECTANGULAR TUBING ASTM-36. SEWER/ WATER PIPE TOE FOOTING DETAIL PRODUCT PIPING DETAIL i e '> T r - NOT TO SCALE N.T.S. 8. ALL FOUNDATION CONCRETE SHALL. HAVE A MINIMUM COMPRESSEIVE A ' „f '� GROUT TOP 3. OF SLEEVE• •,•' .• '•'': ' • RECESS 1" FOR SEALANT i STRENGTH OF 3000 PSI AT 28 DAYS AND A MAXIMUM AGGREGATE SIZE _ r " O �4 1 1 yy OF 3/4 . I ) [' tLta ?:T FILLGAPS TUBE W/ MASON SAND UNDER AND 4 X O.D. 0 m Y ;, • U _ 36" MINIMUM COMPACTED BANKRUN SAND & GRAVEL 0 o -i �-+ { � , � - R' TTG 9. FOR ACTUAL GATE LOCATION SEE SITE PLAN AND INSTALL AS c?`- OR CRUSHED STONE AS DEEMED NECESSARY 0 U .g•.9, y DIRECTED BY AMERADA HESS REPRESENTATIVE. 5' SCHEDULE 40 PVC SLEEVE BY AMERADA HESS CORPORATION'S ENGINEER. w w •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• 1::..:.:2::,;:: .T . z NORTH WALES. PENNSYLVANIA VALLEY STREAM. NEW YORK INSTALL CONCRETE FOOTING & NOTE: EXCAVATIONS IN EXISTING PAVED ROADWAYS SHALL BE COORDINATED WITH THE Cltt OF SALEM 1 0 0 352 TURNPIKE ROAD, SUITE 1015 ' 0 0 u (275) 393-8300 (516) 872-2000 PVC SLEEVE PRIOR TO POURING PUBLIC WORKS DEPARTMENT OR MASSACHUSETTS HIGHWAY DEPARTMENT AS APPLICABLE, SOUTHBORO, MA 01772 6" REINFORCED CONCRETE SLAB o o STERLING. VIRGINIA WATCHUNC• NEW JERSEY AND ALL EXCAVATION SHALL BE PAVED WITH TEMPORARY BITUMINOUS PAVEMENT a 12 o 0 (703) 709-9500 (608) 480-9900 (908) 668-e300 FROM THE DATE OF ORIGINAL EXCAVATION UNTIL PERMANENT PAVEMENT IS INSTALLED. m m u AMERADA HESS CORPORATION s o PROJECT: TITLE: c0, PROPOSED HESS EXPRESS "U" TYPE BUMPER POST DETAIL TRENCH PIPE BEDDING CLASSIFICATION W o ASSESSOR'S MAP 34, LOT 442 DETAIL SHEET 295 DERBY STREET, CITY OF SALEM NO SCALE NOT TO SCALE v ESSEX COUNTY MASSACHUSETTS o Iz„ o Pv SCALE: H AS DATE: of w E WR GOEBEL S.P. b lil (V) SHOWN 07/17/01 SHEET No: o f dV P DRAWN BY: PROJECT No: f O U mat EN . yGN JSC WO10719 lUl CHECKED BY: CAD I.D. y: LMD W010719SD4 0 0 0 o PROFESSIONAL ENGINEER P SIONCIYIENGI OF 13 i m N 0 U) o MASSACHUSETTS UCENSE No. 42644 M C {'19 'I �y 424 o RHODE ISLAND UCENSE No. 7268 NEW {l tj T. oa REV. No. CONNECTICUT LICENSE No. 21854 MAIN I Y n NEW HAMPSHIRE LICENSE No. 10280 VERMON 6NiRAN�N 4 MAINE LICENSE No. 9490 a CONSTRUCTION CHECK DATE 1 , j I IALL STRUCTURES NOTES: BE SU SEE CHART 1 PUBLIC 1 -~e" 1 FOR H-20 LOADINGHALL AND SHALLrtABLE MEET THE I REQUIREMENTS OF ASTM C478. ! = R.O.W. I 30" 2. USE PRECAST FLAT SLAB TOP FOR I 5 i GREEN BORDER RESERVED SHALLOW INVERT APPLICATIONS I WELDED CAP PLATE P4 O O wo i PARKIN GREEN LETTERING EXISTING GROUND I hILO (6Y CANOPY FABRICATOR) 0 i R7-8 BLUE BACKGROUND R1-1 SIGN WITH WHITE SYMBOL DOMED STRAINER WHITE DECK PANELS WHITE BACKGROUND (� CANOPY FABRICATOR) (BY CANOPY FABRICATOR) ��/� I 24"SQ. HEAVY DUTY FRAME & GRATE - WHITE BACKGROUND CONCRETE CURBING OR VAN COLLECTOR Box I C.L,LaBARON LF-244 3-FLANGE OR I L • ACCESSIB BLUE LETTERING (BY CANOPY FABRICATOR) DRAIN rnoucll APPROVED EQUAL (SEE GRADING & BIT. CONC. CURBING SEE 2_1/2• C IDE APPROPRATE I O (BY CANOPY FABRICATOR I PLAN FOR LOCATION AND TYPE TRANsmoN BEIWEElN j b p RED BKGND BLUE BORDER SHROUD (BY CANOPY FABRICATOR) § ) STABILIZED CONSTRUCTION ) UTILITY SHEET FOR RIM ELEVATIONS PROFILE ENTRANCE AND PUBLIC R.O.W. I M1 STEEL TUBE COLUMN, MIN. 5/16• WALL e THICKNESS (BY CANOPY FABRICATOR I i FINISH GRADE SEE CHART 1 WHITE LETTERS FIBER DIP. JOI SEALANT. INT (BYO CON111, T/TRACTOR) 1 LAYER 68-W2.Ox2.D W.W.M. SHOP CUT OPENING AND REINFORCE ISLAND (BY CONTRACTOR)TOP F I °<� $°$ SET / o°" ° MORTAR 3 SIDES W/10•xB•x5/I6• TO MAINTAIN j B TWO COURSES OF BRICK TOP OF HIGHEST ISLAND I MASONARY MINIMUM, FOUR R 25. I (BY CANOPY STRUCTURAL FABRICATOR) COLUMN (BY CONTRACTOR) i �IIITIIIII �� I MAXIMUM, BED FRAME AND ! O 6' REINFORCED w -- -- -- -- '- I cw+c. PAVEUENT PRIMER, SEALANT, BACKER I PRECAST REINFORCED 6" A BRICK WORK IN 3/8" MIN. / PUBLIC r. (BY CONTRACTOR) q JOINTROD �(BY CONTRACTOR)BRACTOR)ER EXP. THICK CONCRETE CONE VARIES TO FULL MORTAR BED. 1/4" x 1/2" LG. PIN HD. BOLTS 1 . 4 OR B" THICK FLAT RIGHT O WITH NUTS & LOCK WASHERS 3" SCHEDULE 40 POLYVINYL CHLORIDE LID (WHERE BURIAL EXISTING OF z 0 o A COMPRESSIBLE FILLER (BUTYL RUB ,� .-. (PVC) ELBOW (BY CANOPY FABRICATOR) ; IS SHALLOW). GROUND 0 vvp� 2.50 G..LV. U-POST WAY i O O '3 qT' a i.' MIN. BOLT PROJECTION (THREADED) I NON-SHRINK 4 -0 ALL JOINTS O EMBEDDED 3'-0" COMPACTED SOIL OPENINGS ALL FLOW GAS TRAP TO BE LEBARON r BELOW GRADE (BY CONTRACTOR) 'D ENCASE COLUMNS WITH MIN. Z'-0• i MORTAR ® PIPE O it OF CONCRETE. TYP. (BY CONTRACTOR) ' O O PAVEME0 BELOW NT UNOERTOF CMOP/, '° ° . • q .. -- -- -- -- - RENF. CONC. FOUNDATION ; AROUND SEEPLAN INV. FOUNDRY OIL & GREASE R 25. m 0 VERIFY WITH AMERADA (BY CONTRACTOR), SIZE BY TRAP OR APPROVED EQUAL I 0 NOTE: HESS REPRESENTATIVE q CANOPY MANUFACTURER. i o 0 : USE THIS SIGN WHEN THERE . q OUTFLOW PIPE of Z PIAN VIEW 1 O 6" HOPE DRAIN UNE v- • I (18" DIA. MAX.) O I O IS NO SUPERSEDING LOCAL wsrAucD IN FIELD (BY .. . o. 2• NON-SHRINK GROUT ! I 7� i 0 SIGNAGE REQUIREMENT. CONTRACTOR). SEE SITE < 5„ N (BY CONTRACTOR) PLAN FOR 512E AND . ! j 0 ARRANGEMENT 4 WELDED BASE PUTS ! ^ q ° a... . (BY CANOPY FABRICATOR +� • qv d • ANCHOR BOLTS (FURNISHED h •12" COMPACTED GRAVEL °o$$ PERCENT SLOPE OF ROADWAY LENGTH OF STONE REQUURED " STOP " SIGN A.D .A. ACCESSIBLE ;,�; I IJ' T1� I - Lj • INSTALLED N CONTRACTOR, ! — — _ — — oo _ COARSE GRAINED SOILS FINE GRAINED SOILSUNDISTURBED EARTH ! I 1 slzE BY CANOPY MANUFACTURER. LUN. 2000 P.S.F. I I (III!L-dlli" III—III—III—III REF, I I I� D TO 2% 50 FT 10(0 FT NOT TO SCALE T T T T T ��' ,, !L ! FOOUNDATIONSC BEFORE INSTALLING /y /� eFARINc cAPAcm I COMPACTED SUBGRADE .- AR. TN 1 __ ST _.� .;...I:ZRETc 'SUND AAD S'AB ' zz To sr. 100 FT zo!oFT _ rC11 ___ll_ _ �l __\3_ ' >5R ENTIRE ENTRANCE STABILIZED WITH FARC BASE COURSE (1) "1 r� S(:ALE T 1p. p�I�I. ACT l.��T Ii�ETE (1) AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. CHART i SECTION OF CANOPY COLUMN DEEP SUMP CATCH BASIN DETAIL TELEPHONE BOOTH NWO PEDESTAL AT INTERNAL DRAIN NOT TO SCALE STABILIZED CONSTRNOT TUCTION ENTRANCE REQUIREMENTS)UTIUTY P=0T PER AOA NOT TO SCALE O SCALE NOTE. ALIGN SEAL-OFF WITH NOTE: IIANONOLE w POPE EXPANSION JOINT DETAIL TO BE USED AT CONCRETE j PCE w/ 1'-0-ARM AND LGHI(s) COTE: SLABS WITHIN 20 FEET OF FUEL ISLANDS AND OVER FRRNaHEn IW AMERADA HESS, cooRaNArE sFM.-CAF WTH HANDHOLE M LxPLQswN PROOF SEALING FITTING TANKS. CONTRACTOR I CONTRACT AND PAINTED BY WITH GROUNDING JUMPER BY LAM PAL CONTRACTOR HAIOHOLE WITH COVER EXPLOSION PROOF SEALWD HAND,IDLE NTH COVER FlR•a WIM GNTRACT G ARIPFA BY CONTRACTOR ' SMOOTH FORMED/ RUBBED BASE PLAre COWER NRNBHED II 6" MIN ABOVE GRADE SIKH FLEX 2-C SL SEALANT B AMERADA HESS AND �; O I INSTA BT CONIRACTOIL j LvwNC NUTS 1 1' CHAMFER ALIGN TOP OF BASE FLUSH W/ 3.0X1 P.S.I. CONCRETE I ADJACENT CONCRETE CURB PRIMER BACKER ROD: ETHAFOAM "SB" I i PLANTWG AREA r CNAYFTA I-SB- SMOOTH TT ORi�E ED/ "�D SECURE j 1/2" PLAN we AREA `y "MIRAFI 100%" < �' 2.500 P S.I. CONCRETE FOOTING > u FILTER FABRIC � � '�` I By CONTRACTOR € N XP. JOINT FILLER: SEALTITE FIBRE l CHICKEN WIRE COMPACTED ,/,•• . 30• LONE .WCfaR ' \ / ANCHOR BOLTS BY TELEPHONE ,; . '� BACKFILL i SUPPORT I ears (SEE NFC. TENPUTE) I� I •' \ LDUn COMPANY ••. - - v. • .� ° .. d MRNGH BY ANERAOA HIS4 :^ \ / i a O AND iNSTALED BY CONTRKYfDIT ! FI ' BACKFILL AFTER j - - r--� Y -:•. ° d ! 'f.A \ L / INSTALLATION OF i -. - • - i q B/,• Rain CON tt' Nw. \ / y \p. �. BELOW FINISH GWDE u , U 24" DUI. HEAVY DUTY FRAME & COVER INLET FABRIC (•)3/4• TELEPHONE CONDUIT r . • L NOSCAPED ARFAB. N• YIN.. C i .I I d ° _ eFiaY Fwae GRADE UNDER 4y C.I.,LBBARON LA-248-1 OR APPROVED 24' MIN. BELOW FIN. GRADE r I n•. f-f j UNDER PAVED MEAS, BY '. L 1=- ' --=ii ° < • _ PAVED AREAS, BY FAWRADTOIR S CO`ACTED ML 5 EOUAL,R/M ELEV(SEE PLAN) i :ONTRACTOR 2•-O•(L)x2,-0"(W) INSTALL CONCRETE FOOTINGS 6• • • . _ 'A - FINISH GRADE (LABEL DRAIN 1. CONTRACTOR IS TO CLEAN INLET I (q3/4" ELECTRICAL CONDUIT BELOW FROST UNE, 2'-0' MINIMUM d- ' °. ° BYNC TWT t L FILTER AFTER EVERY STORM j 24' MIN. BELOW FIN. GRADE DEPTH ,. d' UN ISTURBED S — — 2. CONTRACTOR TO REMOVE FABRIC UNDER PAVED MEAS, BY d UNDISTURBED sou (MIN. —_--_ �) ) ' � eFARWC Isco Les./so. FT.)I MORTAR ALL AROUND _ AND MESH JUST PRIOR TO CONTRACTOR OINOTE: . ` • "�- VERIFY REQUIREMENTS FOR SIZE 7W0 COURSES OF BRICK PAVING. UNDISTURBED SOIL (MIN. AND LOCATION OF TEL k ELECT. 2'-0" 6•'I BEARING 2000. LBS./SQUARE CONDUITS W/ TEL UTILITY CO. MASONARY MINIMUM, FOUR i FOOT) - . MAXIMUM BED FRAME AND AT • BRICK WORK IN 318" MIN. TOP INLET FILTER DETAIL TELEPHONE BOOTH DETAIL EXPANSION JOINT DETAIL FULL MORTAR BED. a NOT TO SCALE NOT TO SCALE NOT TO SCALE LIGHT POLE DETAIL AT LANDSCAPED AREAS PRECAST REINFORCED 6" I NOi TO SCALE THICK CONCRETE CONE � OR FLAT 8" THICK LID (WHERE BURIAL IS SHALLOW), OW). ALU- ` , SiEFL rlCl<FT r, TIC INSTALLATION x ,1.* 1 .12 TO It) COATED WROUGHTINUM OR IR 5"7 OR :.l:•C'-iF.l') LRIVT. ST:,FE'_ Fl(1�H STEPS 0 16"O.C. , - 4'-D" 6'-D" OR9-314" VARY S 1 . EXCAVATE A 6% 6" TRENCH ALONG; THE LINE OF 4 LAY FHE TGE- IN FLAP nF THE FAI'iriC ONTO THE TH PALE 8 -o SE£ PLANIE PER LD. z EROSION CONTROL OF THE SITE.. UNDISTuRbro, TiOTI,:)M OF TrIE TREriCH, FAC KFILL BUTYL. RUBBER � o O U 2. UNROLL_ SILTATION FENCE AND POSITION THE POSTS Tri T: TRENCH AI'40 TAt,IP THE SOIL . j(-E-IN C-Itd SEALANT (TMP.) w 'GAIN T THE BACK (DOWNSFF?LANA) WALL OF THE ALSO BE ACCOIAFI !SHED F0 IAYINC. Il�.BRIG Fi.°-P 2500 PSI CONC. INVERT O � TRENCH (NET SIDE AWAY" FR'"M F I OW DIRECTION). ON UNDISTORBi 0 I.RC'UNG /.NO F11 Oj(^ T)`tAP-- ! Ij;, ,I�.�, (. ^,n;., PRECAST REINFORCED TO BE POURED WHEN Q a 3. IIRI%F THE POST INTO THE- Gr+OUND UNTIL I'Ht: INC,' FILL '.T l-' Ff 1;E.. •. .. CONCRETE RISER SECT'S MANHOLE IS COMPLETED 2Or '='t .I i I`-:I • I C I - w. h .N FLOW m O NETTING IS LAYING ACROSTHE TRENCH BOT101d. MA , AS REQUIRED WATT s • + 6" MIN. O Pi yF ,y — Uri NON-SHRINK MORTAR ':'r; ^„ • ; 0 PIPE OPENINGS --- --- -- '••^^ 7•S ' • s ALL AROUND LO C Ar—.—. 1 - 1`/2,. >< ) l j 2" {Jt l;. L1.''. ( '; - !-1 ~ Kw •� 3 s y o$°° 4 VJ�OO OR PL . TIC -- A: L s s 12" COMPACTED GRAVEL o )LAT STAPLE( THROUGH POS! '; ) (.(>h..; :� - - a,rP w"M �+ • — — — — — — — — s SUBGRADE 111=1 =1 I =1 I— 11=1 I I=1 11=1 I I—I f FABRIC TO Pi)ST FAf?T:IT - POSI FILTER DETAIN_ OF POST .,ATTAPHMEINT � TYP. PRECAST CONCRETE _FABRIC (PRL-NiSSI=t.I13Lco�izlY( TO N,iii.-AT�cN) MANHOLE STORM DRAIN P03T- 24" r^rrl. SLAT SLAY i POST :I. rca tJ IH it 1/4 AC. F'tI{ �:.i I Or T .11= (ii I N.T.S. ;LLT r�idfE ° LViGE FCR ..'�P;-":� LESS• -Ffi,AN 2`. NOTE: BACKFILL FI LT;_- (� ) r-- FABRIC F%`t� ,;'- ..' 'E'--;; ALL STRUCTURES SHALL BE SUITABLE REOUIREMENTSFOR H-20 �OFASTM C478.DING AND C MEET THE 12: MIN. -- B:+CKF(LL ;I. I.; a R: `'!TIC `!d^, TI:;:I(I.' -L Li IIN;E'. fjNl S11 Ia.4x LF," FLOW N ROCJ(T MIN --- u Soil LAP '11 ! ( 'L. ILri:�D `_:G THF �I .iltl, ,l._. rt._ rii; �'IL,iNIr•L . In rn In w ' ' .5.,11 � ,l•�.�Ji .�1' '.hili.i y, �. c. E r 1/I L r_ SL �'I�ELY _ .t tI JRED !Pi PI L L n'i ! TI iF.F� r i • CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• w NORTH WALES, PENNSYLVANIA VALLEY STREAM, NEW YORK (__ r''. '' kl` 1+ I ITR I, + IHI FML THE It ` , :T r o o 352 TURNPIKE ROAD, SUITE 105 NATIVt� SOIL-- (z15) 3s3-8300 A O1 72 (518) a7z-2000 F"; ^CAA_L 1 'Jh 1' 1'. °"1^� R:: I HE PR! I '1 L r 1 P�- l I o ° STERLING, VIRGINIA S R'Q, M WATCHUNG, NEW JERSEY f '.. (.E . ,v.Lc IOCE (hLF• 1 r. . lwl N( L';:N W g p- 114: (703) 709-asoo 0 (508) 480-9900 (aoa) 66a-a3oD ;.' F; ( "`.Lr. W o PRQJEcr: AMERADA HESS CORPORATION WILE: TOE-IN METHODS _ PR HESS EXPRESS 34, OT 442 eACI:r1u 4 F'LL:lipli ..11 LL I}(. IIZCULJCNT ArTU FZLPAJR itf . L.,(; ,;Lldl W DETAIL SHEET Y T I F 6e TJIlc)t.ApI1..Y A5 NEEDED. � � � SALEM PERSPECTIVE OF FENCE D ESSEX COUNTY, MASSACHUSETTS w IY w L {,.!.L. cit E<- (`dE0 Vv''HE N iI�fY HAVF SIIA-.;R ° a ° c SHEET No: C R, i l a a ¢ E t SCALE:(H) AS DATE: w ° w w W D GOEBEL S P Ey V SHOWN 07/17,01 IT P `,(S :TS N( ,T 11-1 'L-I�.iJI,!< Vf{ fl•(!rC nE -.]•�ni,A hLF.PVI I:Fl a w a 6- E • • S. +! R E p N DRAWN BY: PROJECT 7 TMP. SILTATION FENCE DETAIL ��-I�•.�;_,I= � � a � U D JSC W010719 CIVIL CHECKED BY: CAD I.D. J: NOT TO SCALE g 0 a PROFESSIONAL ENGINEER 0A NQ)W2 N R LIVID W010719SD4 OF 13 STRAW BALE DETAIL N o MASSACHUSETTS LICENSE No. 42644 0 9y� ATL:f- TO `!_.'ALL \n n N O RHODE ISLAND LICENSE No. 7269 NE a CONNECTICUT LICENSE No, 21854 MAINE REV' N0. r n a NEW HAMPSHIRE LICENSE No. 10280 VERMONT 0. 7110 4 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE i I Vorteds FINISH ASPHALT BIT. CONC, r—VMwcmmmjIdS (t2 SF) I hyps"cankswPl{YIilgwman REINF. CONC. MAT AROUND PUMP BASE COURSE A.B.C. . y.yoll lgp,(11 SF) I upwaso *4ww kNI unie"0f1 41-611 N.!'ll St�:mwau,r Trro:m.ml - IIpWWRdhlalelalleY11�e1r1/t '•rsle:n (;w15; sfmY Iw->e 1:7.A9111D IW®(1 S� I *M be dafalle01yp to . f•nor tMAM nl eapa,.:ly: 1.6 ale I >e En!>Ywr1ero11i1v1YonitWeeY Seama moalge 0.75 cu yu ISLANDS 4000 P.S.I. ® 28 DAYS Sedirm"t Charnrer d,o 3.C' min QUARRY PROCESSED STONE BASE "�� -`xr + I W d�M••••"•"'•••I Ve 2. SATS sha:l be Ccnlainaa n M,e reclon,jwar Sur cture .......„ �/ ! SBOlonl . Svn: gnaw revmve Buz of .nmol Tt;s lonomo (NEW OR EXISTING) V' I Aluminum angle (lane 4. SWIS shoo elan Pualatsos ord roppea seJ:mc,nt up to Oro REINF. CONC. MAT OVER V 9 nCluOm� pawl. traa,oent Cupa<.11 TANKS 4000 P,S.I. ® 28 DAYS TAR SEAL I with neoprene gasket S SAT'. irmm�s ,n and out shun be of the same elb>aiion EXIST. ASPHALT I 6” Conerate Typ r•. SwLs snaY nal La Cort,promisdd ns elff-CIS "f uc4nsuvam GldeOwr I NEW EXIST. 7. SwTS shall ha.a oo i-wo- l compo,wnla that obslrucl mdrdanonce neueg4 B. into Pepe must o. perpvna.cular to u.. s1ruCW11 9. Pry" orien101ion may vary: See Site plan 16r six, and mcol.un _ 10. Pur Owser mall wl ue rrbt tin9iblc tat a>YC mt,,/ al u,A " • a e• , OUltl T, - 11. "01010.1 bones 0nd pmlorotad cc+e,s uu�p,,ea +th erriart„ nal mslOYeo 4 x- - INLET 'I'd rets; 6 7 �� Sec nolo 11 12. Purchoser to uapme exco,ouon una pfov,oa htbny equipment ,-P1+•} «� •= 1• •. .+� •• 5 -0' A �1 F 1 r 6n ^ 1). Conlou 4011101MCS 6 (Ad) B7B-3062 EnL 123 for orawine Wo,motion '.7• �;•• {• 4 e w . i; `-1� 011E i /1 0, 1 Weir Y1 j L , 7 1 1 " 10.5' 1 .5' ' s" x s" -w2.oxwz.o SAWCUT 2" i WELDED WIRE MESH Fn;w Can1iJ1 won SET 2 BELOW TOP, �..r cnnmr'er 90.1711 Ail, Sealant 4 CONCRETE & PAVING DETAIL ! The CARD So is for No pupose of sp,*M alotrrewW his knra t gWplr t b be 1taNdted by Vodedwvm Nln wW mm/arty be Nardshrmd b o0w domulwtls"wiy m gwidld ! NOT TO SCALE by valedmim TOMblock Illforrrldlpn,earitltrq ole VprtedaYn logo and ms Vt7rlselrl"8lamewder 7raalmen System tleelNlullm aro pew raanlbar,may W Oa1dW M nlaosaeary. ReYMionla 10 any pad o(eia CADD Us without prior roondblatiorl w0t VobdWls dull 6e mrilWed uleudlonWed Iris of proprietary iMamutim - ! PLAN VIEW B — B FINISH ASPHALT BIT. CONC. LETTER DETAIL I """'�`'' REINF. CONC. MAT AROUND PUMP BASE COURSE A.B.C. I,r.,SCr--� cro.:a Trser r., r`n�l; ISLANDS 4000 P.S.I. ® 28 DAYS NOT TO SCALE i Concrete reinforced QUARRY PROCESSED STONE BASE I - - for HS20-44 loading REINF. CONC. MAT OVER (NEW OR EXISTING) !Top and sides TANKS 4000 P.S.I. ® 28 DAYS [TAR SEAL 6eoled to void 7 NEW EXIST. EXIST. ASPHALT FB Weir 3'—61 Butyl I . Plot*—\ . Weir rubber 1 O r sealant 5" a rMz 8 -3 Inv I OUTLET Invert ,1±� 1 �� , ji SIGNAGE TABLE � 1 � � :�� :: •:•_• • , - • �••�::;�:• s Typ 1 r r Hydra-I 6' x s" -w2.oxw2.o 2" SAWCUT REF. TOTAL AREA TOTAL AREA I 1 —6 —6 J —6 WELDED WIRE MESH N0. DESCRIPTION LOCATION AREA /S.F. Ott. POST. SIGNS (S.F.) PROP. SIGNS (S.F.) I r1 I ..Brake am D SIGN PROPERTY CORNER - 1 46 (FIELD VERM 4e (FIELD VFA 'Y) ( TyY I I yP TyP SET 2-1/z" BELOW TOP. 2 GABS SIGN SUIBUILDINGG FRONT 0.00 1 w.00 ' I 5 " CONCRETE & PAVING DETAIL 3 nEss stcN 1NRlDINO IRowr a.o0 1 40.00 � —L 4 awes S" CANOPY Sm 3000 1 woo I • 0o a o 0.o o_oo:o o, •000 .0.000.o_0000 0_ oo:o o•o0a o_0 00 0 0 00.q o 00 0.. Minimum 6' compacted grovel NOT TO SCALE S NESS SIGN Clmpy SIDES 17.01 2 34.01 TOTAL AREA OF SITE SIGNAGE 100.00 1 122.02 I SECTION A - A STANDARD DETAIL FINISH ASPHALT BIT. CONC. STORMWATER TREATMENT SYSTEM REINF. CONC. MAT AROUND PUMP BASE COURSE A.B.C. V O RTE C H STM MODEL 1000 ISLANDS 4000 P.S.I. ® 28 DAYS QUARRY PROCESSED STONE BASE I ( EW OR EXISTING) REINF. CONC. MAT OVER TANKS 4000 P.S.I. ® 28 DAYS [TAR SEAL EXIST. ASPHALT NEW EXIST. L 6" a ` K44444444 ZZZ 'ZZ ,r 6" x 6.1 —W2.9xW2.9 2-1/2" SAWCUT WELDED WIRE MESH SET 2-1/2" BELOW TOP. b " CONCRETE & PAVING DETAIL NOT TO SCALE FINISH ASPHALT BIT. CO,NC. REINF. CONC. MAT AROUND PUMP BASE COURSE A.B.C. ISLANDS 4000 P.S.I. ® 28 DAYS QUARRY PROCESSED STONE BASE REINF. CONC. MAT OVER (NEW OR EXISTING) TANKS 4000 P.S.I. ® 28 DAYS [TAR SEAL EXIST. ASPHALT I NEW EXIST. L 8" a` 1 ri:8 i 1 y 0.P „• • 10. ••• / w •:.;•••• 6" x 6.. —W4.OxW4.0 2-1/2 SAWCUT WELDED WIRE MESH SET 2-1/2" BELOW TOP. 8 " CONCRETE & PAVING DETAIL NOT TO SCALE ii i • CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• m , w NORTH WALES, PENNSYLVANIA VALLEY STREAM, NEW YORK 0 0 352 TURNPIKE ROAD, SUITE 105 U U :e (215) 393-8300 (516) 872-2000 0 SOUTHBORO, MA 01772 0 �rl o u STERLING, VIRGINIA WATCHUNG, NEW JERSEY w w (703) 709-9500 (508) 480-9900 (908) 668-6300 PROJECT: AMERADA HESS CORPORATION TITLE: PROPOSED NESS EXPRESS o ASSESSOR'S MAP 34, LOT 442 DETAIL SHEET z z < 295 DERBY STREET, CITY OF SALEM O N ESSEX COUNTY MASSACHUSETTS to 0 a w m of E W. D . G O E E L S.P. S E Y SCALE:(H) AS DATE: SHEET No: w o of w m i V SHOWN 07/17/01 z E +D DRAWN BY: PROJECT No: f�^ m 0 o� S JSC W010719 �LJI[JJ TRUCK TURNING EXHIBIT CHECKED �: 2 I.D. 7: o e PROFESSIONAL ENGINEER ESSION'At EN E LMD W0107195D4 OF 13 SCALE 1 "= 20' N N n p MASSACHUSETTS LICENSE No. 42644 SSA �{Q } a 36424 O RHODE ISLAND LICENSE No. 1 N 9308 CONNECTICUT LICENSE No. 21854 MAI REV. No. > NEW HAMPSHIRE LICENSE No. 10280 VER 10 4 ~ 'n N MAINE LICENSE No. 9490 CONSTRUCTION CHECK OATS PLANTING SPECIFICATIONS . I INCORPORATE 2" OF PEAT INTO ' GRADE ALL BED AREAS TOA { s" OF PLANTING MIXTURE, AS FT TIN ROUND COVER CONTRACTOR I SPREAD SPECIFIED 1. SCOPE OF WORK 150 POUNDS 'GRD-POWER' C. IMMEDIATELY AR PLANTING E G SMOOTH EVEN CONTOUR FREE OF A. THIS WORK SHALL CONSIST OF PERFORMING, CLEARING AND 100 POUNDS AGRICULTURAL GYPSUM SHALL THOROUGHLY WATER GROUND COVER. I DEPRESSIONS, RIDGES, ROCKS OR 1" FINELY SHREDDED SOIL PREPARATION, FINISH GRADING, PLANTING AND DRAINAGE, 20 POUNDS NITROFORM (COURSE) 38-0-0 BLUE CHIP OTHER DEBRIS BOTH BEFORE AND ; coMPosreD BARK INCLUDING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND D. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE- j AFTER PLANTING AND BEFORE 3/76" x 4" METAL EDGING GROUND MULCHING. B. PLANTING EMERGENT BEFORE FINAL LANDSCAPE INSPECTION. ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF i o POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE COVER AREAS SHALL BE WEEDED PRIOR TO APPLYING PRE- THIS PROJECT. DO NOT PLANT SHRUB TOODEEP, PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE EMERGENT. PRE-EMERGENT TO BE APPLIED AS PER � FINISHED GRADE 2. MATERIALS EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. MANUFACTURER'S RECOMMENDATION. j TOP OF ROOTBALL SHOULDULD BE EVEN WITH FINISHED GRADE BEFORE A. GENERAL - ALL MATERIALS SHALL BE BEST OF ITS KIND ! MULCHING. J MINIMUM 4" TOPSOIL 'III �II,il 'II AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING A. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH 10. FINISH GRADING ! "c y.LI—III— •� 11 L1•ll1+J W UNTIL IRRIGATION WORK AROUND PLANTING AREAS IS COMPLETE WIDTH TWICE THE DIAMETER OF ROOT BALL AND B' PEEPER THAN A ALL AREAS WILL BE RECEIVED BY THE CONTRACTOR AT SPECIFIED MULCH c�THE LENGTH OF ROOT BALL. EACH PLANT PIT SHALL BE SUBSTANTIALLY PLUS MINUS .1 FOOT OF FINISH GRADE. > 18' STAKE INTO UNDISTURBED — I-I� _III—III—III III AND APPROVED. / i - BACK FILLED WITH THE FOLLOWING PREPARED SOIL MIXED FORM SLIGHT SAUCER O ! GROUND EVERY 30" O.C. 8. PUNTS - ALL PLANTS SHALL BE HEALTHY OR NORMAL GROWTH, THOROUGHLY: B. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, AT ROOTBALL i mm�mmmmm WELL ROOTED, FREE FROM DISEASE AND INSECTS. EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANCE OF SURFACE, GROUNDCOVER/ANNUAL P NA TING 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 v .' r!'4 CLAY CLODS, SPECIFIED PLANTING MIX; ' ' HYDROSEED SPECIFICATIONS 21 CRAM 'AGRIFORM' PLANTING TABLETS AS FOLLOWS: C. ALL PLANTING AREAS SMALL BE GRADED AND MAINTAINED TO WATER AND TAMP LIGHTLY ' /� y,;,^ '' D. MULCH - DOUBLE SHREDDED HARDWOOD BARK MULCH. 2 TABLETS PER 1 CAL. PLANT ALLOW FREE FLOW OF SURFACE WATER. j TO REMOVE ALL AIR :,'�-/}Cyv' ' ,?y.' • Z 1. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL 3 TABLETS PER 5 GAL. PLANT POCKETS y �/l\ DEBRIS LARGER THAN 2" DIAMETER. 3. FERTILIZER AND SOIL CONDITIONER 4 TABLETS PER 15 CAL. PLANT 11. GUARANTEE 2. PRIOR TO SEEDING, CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. LARGER PLANTS (2) TWO TABLETS PER 1/2" CLAM. OF TRUNK A CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD �� •v 3. SEEDING RATES: A. ORGANIC FERTILIZER - SHALL BE PROCESSED SEWER SLUDGE CALIPER OF ONE (1) YEAR FROM ACCEPTANCE OF JOB. Y . WITH MINIMAL CONTENT OF 1% NITROGEN AND 2% PHOSPHORIC 5" 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 i LB/1000 SQ FT FILL PREPARED SOIL AROUND BALL OF PLANT 1/2 WAY, AND 12. CLEANUP MIN. RED FESCUE 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 SPREADING F 6.32. 1/2 28/1000 SQ FT DETAIL FERTILIZER (16.32.16) 2 LB/1000 SO FT POWER' AND ORGANIC BASE MATERIALS COMPRISED OF THOROUGHLY. FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL SHRUB PLANTING DETAIL LIQUID LIME 1 GAL/800 GAL TANK DECOMPOSED ANIMAL AND VEGETABLE MATTER AND COMPOSTED TO MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. 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 4, GERMINATION RATES WILL VARY AS TO TIME OF YEAR FOR SOWING. CONTRACTOR TO NITROGEN 5%. PHOSPHATE 3%, POTASH 1%. 50Y HUMUS AND BEFORE BEING TRANSPLANTED. OWNER'S AUTHORIZED REPRESENTATIVE. IRRIGATE SEEDED AREA UNTIL AN ACCEPTABLE STAND OF COVER IS ESTABLISHED BY OWNER. 15% HUMIC ACIDS. D. IMMEDIATELY AFTER PLANTING, STAKE ALL TREES TO PREVENT MAINTAIN TREES, SHRUBS AND OTHER PLANTS BY PRUNING, CULTIVATING AND 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. i. 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 FROM ROOT BALL APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT 70 FOLD BURLAP BACK 1/3 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 3. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS GROWN IN NURSERY. THE PLANTING HOLE ARE THOROUGHLY SATURATED. BARE AREAS. 6. TOPSOIUNG ++ 1. SOD IS TO BE A FESCUE / BLUEGRASS A CONTRACTOR TO PROVIDE FOUR INCHES 4 MINIMUM THICK G. PRUNE ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS °° ° REINFORCED BLEND OUSAPPTO. HE ARE. SOD IS TO BE ( ") 13. MAINTENANCE (ALTERNATE BID() °+e ° INDIGENOUS TO THE AREA AND BE TOPSOIL LAYER IN ALL PLANTING AREAS. TOPSOIL SHOULD TO A MIN. OF 7' BRANCHING HEIGHT. COST PER MONTH AFTER INITIAL 90-DAY MAINTENANCE PERIOD. RUBBER HOSE ! FURNISHED BY A REPUTABLE GROWER WITH BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER (1/2" D14. BLACK) A MINIMUM 5 YEARS EXPERIENCE. i TO PRODUCE A FOUR INCH (4") COMPACTED THICKNESS. TOPSOIL PRESENT AT THE SITE, IF ANY, MAY BE USED TO SUPPLIMENT 9. GROUND COVER TOTAL AMOUNT REQUIRED. A ALL GROUND COVER AREAS SHALL RECEIVE A 1/4" LAYER OF + + 2. PRIOR TO SODDING ALL AREAS ARE BE TOPSOILEp, FINE GRADED, RAKED, WATERED HUMUS RAKED INTO THE TOP 1" OF PREPARED SOILDOUBLE J10 GA. LIGHTLY, AND FERTILIZED WITH A STARTER 7, SOIL CONDITIONING PRIOR TO PLANTING GROUND COVER. j we ° e°O FERTILIZER. GALVANIZED WIRE A. CULTIVATE ALL AREAS TO BE PLANTED TO A DEPTH OF 6". ALL + 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 STAKES 2/3 TREE HT. SHALL BE REMOVED. DISPOSED OF AT THE CONTRACTOR'S EXPENSE. SPREAD EVENLY DRAWINGS. 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 ALL SLOPED AREAS. SOD STRIPS TO BE LAVED OUT SO JOINTS ARE NOT CLOSER HARDWOOD BARK MULCH SAUCER RIM THAN ONE FOOT (1'-0") FROM EACH _..-. . .. OTHER. FINISHEDGRADE ....._............--._. ' ROOT BALLI 5. SOD IS TO BE WATERED AT A RATE OF AT TOPSOIL rvel=l LEAST ONE AND A HALF INCHES (1 1/2") PLANTING MIX: PER WEEK UNTIL ROOT MASS MENDS WITH 1 PART PEAT MOSS SOIL. AFTER THIS HAS OCCURRED NORMAL � � 1 PART COW MANURE WATERING OF AT LEAST ONE INCH (1") PER 11=111r 1 1111_) ( II. 3 PARTS TOPSOIL WEEK IS TO COMMENCE. —III__ I '' ' 14"-6" TOPSOIL MOUND 6. ALL SOD AREAS ARE TO BE ROLLED IF ANY UNDISTURBED HEAVING OR DEPRESSIONS OCCUR. SUBGRADE DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE AREA OF SITE CONSTRUCTION AREA WITHIN PROTECTION ZONE/TREE DRIP LINE FENCE TO FOLLOW TREE DRIP LINE OR 6' FROM TRUNK - WHICH EVER IS GREATER 4' WOOD & WIRE SNOW FENCE W/STEEL STAKES 18" O.C. i PLAN WOOD & WIRE SNOW FENCE USED AS TREE GUARD TO PREVENT DAMAGE FROM CONST. EQUIP. TREE DRIP LINE/TREE: PROTECTION ZONE ' AREA WITHIN TREE PROTECTION ZONE TO REMAIN UNDISTURBED DURING CONSTRUCTION 4' WOOD & WIRE SNOW FENCE W/STEEL STAKES 10' O.C. ELEVATION TREE PROTECTION DURING SITE CONSTRUCTION NOT TO SCALE 1 .. .. . .. . . . . . . .. _ o - , it •,.A Al N 1 E IN i ♦ •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• ! o o NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK v v (215) 393-8300 (516) 872-2000 oSOUTHBORO, MA 01772 STERLING, VIRGINIA WATCHUNG, NEW JERSEY 6 w (703) 709-950D (608) 480-9900 (908) 668-8300 o a PROJECT: AMERADA HESS CORPORATION TITLE: v PROPOSED NESS EXPRESS o ASSESSOR'S MAP 34, LOT 442 DETAIL SHEET DISPENSER / ISLAND MAT CONFIGURATOIN 0 N 295 DERBY STREET, CITY Of SALEM ESSEX COUNTY MASSACHUSETTS o wo U SCALE: H SCALE N.T.S. a W W E W.D . GOEBEL S.P. SEY (V) AS DATE:SHOWN 07/17/01 SHEET No: wa � a a E oto HE Z'yG DRAWN BYC PR W010719 CHECKED BY: CAD I.D. p: 0 0 P� PROFESSIONAL ENGINEER P SSIOI�LENGI �£. LMD W010719SD4 OF 13 o MASSACHUSETTS LICENSE No. 42644 SA U W353U 24 0. 6424 n N O RHODE ISLAND LICENSE No. 7268 NE HA IRE LIC 3DB REV. No. CONNECTICUT LICENSE No. MAI Q! NEW HAMPSHIRE LICENSE No.o. 10 10280 VER M SNEA� C; MAINE LICENSE No. 9490 y� Lam° CONSTRUCTION CHECK DAT4 E I � � xa11A eCoum C DRILL HOLE I ( 6A1 N80./3Q'• W SO REFERENCES: Which Dung Museum FOUND 1. THE OFFICIAL ASSESSOR'S MAP N0. 34 OF THE CITY OF SALEM, ESSEX COUNTY, COMMONWEALTH RICO HeR Plnpr Du 0.9' N I T OF MASSACHUSETTS. I a p 2. MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM, FIRM FLOOD INSURANCE RATE MAP, The Peabody EeeaxM am st e Goo CITY OF SALEM, MASSACHUSETTS ESSEX COUNTY, PANEL 1 OF 5", COMMUNITY-PANEL a W E� NUMBER 250102 01001 B, EFFECTIVE DATE AUGUST 5, 1985. C b �� SIONf&II,N� r uea Bury �m�m 6AA 3. ZONING ORDINANCE: CITY OF SALEM, MASSACHUSETTS, REPRINTED 1999. 0 IFWmd IIIt4 4ehR And Beale n 86 Sg 4. MAP ENTITLED "WIDENING OF DERBY ST, FROM CENTRAL ST. TO ORANGE ST. SALEM , MASS.", 2 DRILL HOLE DATED JULY 1915. SST 50 IA 6!1 FOUND 5. MAP ENTITLED "PLAN OF LAND AND A PORTION OF SOUTH RIVER TAKEN FOR THE EXTENSIONS cs } a°OYsr ` 6 A OF DERBY ST. TO LAFAYETTE ST, SALEM MASS.", DATED MARCH 1915. r " _ 6. MAP ENTITLED "PLAN OF LAND BELONGING TO C-B REALTY ASSOCIATES SITUATED IN SALEM, MASS." t x095 PREPARED BY BRADFORD & WEED, DATED MAY 31, 1946. f X56 L / 7. MAP ENTITLED "LAND OF BRADSHAW LONGMAID, DERBY ST., SALEM, MASS.", DATED SEPT. 1964, Y p,1;yN CNAVp LMK Ati'E FILED IN THE ESSEX REGISTRY OF DEEDS ON OCT. 30, 1964 AS FILE 502 OF 1964. 0 \ 8 ASSESSOR OFFICE. CARD FOR LOT 442, MAP 34 PROVIDED BY THE CITY OF SALEM } V t I / xgOq 9. SEWER MAP RECEIVED FROM CITY OF SALEM DEPARTMENT OF PUBLIC SERVICES. 4. / x668 / LOCUS MAP 01997Delorme, Street Atlas U.S.A. i NOTES. 1. LOCUS KNOWN AS LOT 442, ASSESSOR'S MAP 34, OF THE OFFICIAL, TAX MAPS OF THE \ / I GRASS AREA // '123- 9.59 CITY OF SALEM, ESSEX COUNTY, COMMONWEALTH OF MASSACHUSETTS. / / / 2. AREA = 17,603 S.F., 0.404 AC. I xa}0 ✓ 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE NOT SHOWN. xa 55 / - \ O4. THIS PLAN IS BASED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN THE FIELD BY `ASPHALT // ro CONTROL POINT ASSOCIATES, INC. AND OTHER REFERENCE MATERIAL AS LISTED HEREON. PAVEMENT� 1.0 / 5. THIS SURVEY WAS PREPARED WITH REFERENCE TO A TITLE COMMITMENT PREPARED BY x�\ 9S LAWYERS TITLE INSURANCE CORPORATION, CASE NUMBER C3433, WITH AN EFFECTIVE DATE OF 902 \\ ( DECEMBER 19, 2000, WHERE THE FOLLOWING SURVEY RELATED EXCEPTIONS APPEAR IN \\\ s I SCHEDULE B, SECTION 2. METES AND BOUNDS DESCRIPTION © RIGHTS TO CITY TO MAINTAIN AND OPERATE DRAIN THROUGH PREMISES - DOES \\\ 6 0� I ASSESSORS MAP 34, LOT 442 NOT AFFECT THE SUBJECT PROPERTY. / CITY OF SALEM \ / MAP 34 ESSEX COUNTY, (COMMONWEALTH OF MASSACHUSETTS 6. UNDERGROUND TANK SIZES WERE OBTAINED FROM INFORMATION RECEIVED FROM STATION MAP 34MAP 34 / LOT 443 MANAGER OR EMPLOYEE. ALL SIZES AND LOCATIONS ARE APPROXIMATE & ARE SUBJECT TO LOT 441 \\\ LOT 442 / N/F LANDS OF FIELD VERIFICATION N/f LANDS OF \ N/F LANDS OF / Y0 CIBBS OIL COMPANY UNITED PARTNERSHIP 9• JEROME R. SOUSA, JR. 7. ELEVATIONS ARE BASED UPON NGVD 1929 DATUM, REF, U.S.C.G.S. BM #19, ELEV.-13.695. GEORGE E. MAGUIRE, \ / 3B D.B. 9731, PG. 366 D.B. 010745, PG, 390 9• BEGINNING AT A POINT ON THE SOUTHERLY SIDELINE OF DERBY STREET (A.K.A. TRUSTEE OF SOUTH RIVER REALTY TRUST \\ / D.B. 7021, PC. 283 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-YEAR FLOOD ELEVATIONS 0 BEING NORTH 85 DEGREES - 00 MINUTES - 50 SECONDS EAST, A DISTANCE OF 272.87 FEET \\\ / DERBYNORTHEASTERLY WITTHE TERMINUSSTERLY OF A CURVE CONNECTING THE TE STREET AND FROMHERL SAID BEGINNING NG OF AND FLOOD HAZARD FACTORS DETERMINED TO BE 10') PER REF.# 2. FROM THE \ a I POINT RUNNING THENCE; 9. LOCUS IS LOCATED IN ZONING DISTRICT B-5 PER REF. 8. ZONING DATA: ZONE B-5 (BUSINESS AND INDUSTRIAL) _ �'I APPRO%. LOC. (3)UNDERCROMVO PK NAL j \ 14,4' 926 °'11 Yb FUEL STORAGE TANKS (SEE NOTTE 6) FOUND I 1. ALONG THE SOUTHERLY SIDELINE OF DERBY STREET, NORTH 85 DEGREES - 00 MIN. LOT AREA 2,000 S.F. 02 / ON LINE I MINUTES - 50 SECONDS EAST, A DISTANCE OF 110.00 FEET TO A POINT, THENCE; �;• 905 955 O 3VENTS �_q,1.7 IY MIN. LOT WIDTH 30 FT. gAA �P ew ® IA 2. ALONG THE DIVIDING LINE BETWEEN LOT 442 AND LOT 441, MAP 34, SOUTH 04 MIN. LOT COVERAGE 100% WNy 69 O'vACUuu 4 CO . P 5 I DEGREES - 13 MINUTES - 40 SECONDS WEST, A DISTANCE OF 185.24 FEET TOA MAX. BLDG. HEIGHT 70 FT/6 STORIES 9's DRILL HOLE FOUND IN THE STONE BULKHEAD ON THE NORTHERLY SIDE OF THE SOUTH MAX. HEIGHT OF FENCES & WALLS 10 FT. OF CONC. RIVER, THENCE; \ 7,R'• `\ I FLOOR AREA RATIO 6:1 \ 55 __®' -_ - ---------_--_,\ `-PV�NT 1 3. ALONG THE NORTHERLY SIDE OF THE SOUTH RIVER AND ALONG SAID BULKHEAD, NORTH \ 9• \® I 80 DEGREES – 12 MINUTES – 30 SECONDS WEST, A DISTANCE OF 96.55 FEET TO A \ I 1 STORY % / \ I POINT IN THE STONE BULKHEAD, THENCE; UTILITIES: MASONRY 9UILD!NG / 1 - \\ I 'G19BS' 9115 (\ O I I / 4, ALONG THE DIVIDING LINE BETWEEN LOT 442'. AND LOT 443, MAP 34, NORTH 00 X295 I DEGREES - 16 MINUTES - 50 SECONDS WEST, A DISTANCE OF 758.76 FEET TO THE THE FOLLOWING COMPANIES WERE NOTIFIED BY THE MASSACHUSETTS DIG SAFE SYSTEM \ \ / (1-800-344-7233) AND REQUESTED TO MARK OUT UNDERGROUND FACILITIES AFFECTING \ qAA �_-- --------------._../ 1 POINT AND PLACE OF BEGINNING. AND SERVICING THIS SITE. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS 01 II CONTAINING 17,603 SQUARE (FEET OR 0.404 ACRE BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST. abq /r CUTER /� / 3X3 COVER (TVP) �\ COVER II SERIAL NUMBER(S): 20070703994 AOpO 9!1 ° / / a II 1RY THIS DESCRIPTION IS WRITTEN WITH REFERENCE TO TITLE COMMITMENT PREPARED BY PANrEA L 910 �r- 2z2 COVER (trP) �12'CMR (tT~) uAsam BUILDING TI-ITV COMPANY PHONE NUMBER ( ��u�a✓ I( LAWYERS TITLE INSURANCE CORPORATION, CASE NUMBER C3433, WITH AN EFFECTIVE DATE BOSTON GAS 1800 978) 943-5444 I' 9 5 1900 p / II GOODYEAR' OF DECEMBER 19, 2000. AT&T BROAD BAND 800) 598-0628 \�_.-- –_– -----------_ �/ "j MASS. ELECTRIC 508)) 860-6535 IN VERIZON 347-5857 MAT--------- xA0 5A 29.8 9.5%- I I OVERHEAD CANOPY 13.1'3 CLE/FNNCE) O 1 \_---❑ / COVER i i T0: - i ® II LEGEND AMERADA HESS CORPORATION, A DELAWARE CORPORATION i I \\ 53j /tea AMERADA HESS FACILITIES BUSINESS TRUST NO. 1998-1, Sl• 9A5 - -123-- EXISTING CONTOUR ACTING ONLY WITH RESPECT TO SUB( PORTFOLIO NO. 2001-2 CONC, PAD FOR COL (14P) \ I 9,AA I x u3.as EXISTING SPOT ELEVATION _9 GENERAL FOODS CREDIT CORPORATION I I 965 T 15'COVER (TVP) IL (� WILMINGTON TRUST COMPANY 965 e1 CONI. RAND (TLP) I \\ IL X TC 123.45 EXIST. TOP OF CURB ELEVATION j , SPECON V, LLC, A DELAWARE LIMITED LIABILITY COMPANY - I ❑ O I \ II C I STATE STREET BANK AND TRUST COMPANY, A MASSACHUSETTS X c 122.99 EXIST. GUTTER ELEVATION 1 TRUST COMPANY, AS INDENTURE TRUSTEE UNDER THE TRUST I I 65 2%2 CONC. MAT ® INDENTURE AND SECURITY AGREEMENT DATED AS OF MAY I I 9• os Oi 1 \ —OH— OVERHEAD WIRES 14, 2001 (THE "INDENTURE") AND THE HOLDERS FROM TIME TO TIME OF THE LOAN CERTIFICATES SECURED BY THE I I U-9DLUJ2D(TTP) I f\ --G- - APPROX. LOC. UNDERGROUND GAS LINE INDENTURE I ASPHALTI - LAWYERS TITLE INSURANCE CORPORATION y959 PAVEMENT E— — APPROX. LOC. UNDERGROUND ELEC. LINE + UTILITY POLE THUS IS TO CERTIFY THAT THIS MAP OR f9 g5 e ' 9}2 i ��, x955 PLAT AND THE SURVEY ON WHICH IT IS (IAT gSA 6 i 9�+�\ ETAIL PE– ASPHALT U ® MONITORING WELL BASED WERE MADE (i)STANDARD ACCORDANCE ,� LAMP POST QUIREMENTS FORWITH "MINIMUM AL A/ACMOLAND (TLE t� Q. f 3 =111 ADOPTED BY ALTTA'NTLY ACSM ANDABSPS IND 999 D \ � ° �/ AND INCLUDING ITEMS 2,3,4,5,8,10,11 & 13 " I CANOPY COL (TIP) 1% AGO 1 f \ O v 9 s `C/ OF TA13LE A THEREOF. PURSUANT TO THE -_�_-- ACCURACY STANDARDS AS ADOPTED BY ALTA, / tl' T g} I \ h = 96V ..--- ------------- NSPS, AND AGSM AND IN EFFECT ON THE /yam, DATE OF THIS CERTIFI ATION, THE UNDER- . a l0 --- / CONC. SR1EWAiK 960 SIGNED FURT �R ° T6GI S THAT THE / 5° 1 g l POSITIONAL �N Ftp LYING FROM A2 / ,9• I A00 i �e?4\\ z I // THE SURVE ;f1FAS`UREME' ,WADE ON THE a 9,53 DISPENSER (TYP.) °� �, SURVEY Db�FJDT;�XffEA THE 'ALLOWABLE D 5!DI-_W(P�CES I' i 9' i x065 % I �j POSITIONM.,I'OLERAIJCE / ctuSla I I j ID SIGN W/PRICE PODS xq0*959 ( OVERHEAD CANOPY (13.71 CLEARANCE) I I MH SW ' A „A' -13-2001 -x ---------- ----- ---- X A2 IANDISP XD AREA RR SPIRE F TELEPHONE RIM-9,67 T RR SPIKE CONI PAD 956 G 9.53 CRANRE CURB 9 9!11 � P.O.B. I GRAPHIC SCALL MASSACHUSE7T�a,PROFESS)4iNAL DATE FOUND 0 EDGE OF PAVEMENT FOUND , LAND SURVEYOR tJ6;"40762 �,`A- 10 D 5 10 20 40 1F A G 9.5 N 85'00'50') E. .. ---- G CONC. SD + E, 6 App9pX LPC. Up FISC, LINE PER UfLLM MAR2XOUE (SEE NOTE 3) ( 96A GRgNRE CURBC • �0 III'' ]N FEET 2 REVISED CERTIFIED PAR' 6 PARKING ICKS CONC.APPROACH EDGE BRICKS 95 ." 9• 9• 1 1 D,OO GOUT APPROACH •78 r-41.� •( - ) 1 REVISED CERTIFIED PAR DIT BOUNDARY D.W. G.S.G. 8-13-01 ° q9 1°965 E-- -- E----- E-----E-9- E- IE--a-- EG----E-----IE-----E • EDGE RICKS ' '" 3 REVISE TO ADD TOPOGRAPHY & ETIES W.P.H. P.J. 05-11-Ot NC. ° q,6 q.611 GRANITE CURB .5 ° EDGE 'TIES D.W. P.J. 03-08-01 METER ,;t • ,T 4 TRE ._--- ---� -�-- 1 3RC11 - 10 It. No. DESCRIPTION OF REVISION DRAWN: APPROVED: DATE ....................................... --- DEP, CU •�C 9 GRANITE CURB 9j,gt 9•N DEP. W1RB G 9•°5 1G 005 ° 9bj FIELD DATE 1C A52a 12' RCP INLET jr 0A0 1r AA 6 9!A ppUBIE PARKING METER "j6 o G O`0 0 I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PERFORMED IN THF. FIELD UNDER MY SUPERVISION, ALTA/AGSM LANA TITLE & TOPOGRAPHIC SURVEY BDUARD(UP) AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THAT THIS SURVEY HAS BEEN PER- 01-12–01 AMERADA HESS CORPORATION IC-10.07 IN SW FORMED IN ACCORDANCE 'NTH CURRENTLY ACCEPTED ACCURACY STANDARDS. THAT THE PROPERTY GRT=9.52 RIM=9.37 LINES AND RELATIONSHIP OF BUILDINGS AND 0TH q FTURES TO THE PROPERTY LINES AND THE F/B No. LAND INDICATED HEREON IS CORRECT, AND , B;; 0 ENCROACHMENTS OF BUILDINGS OR [LESS 295 DERBY STREET IN=7.32 NV=-0.9J — .?j y . � •3. CPOO-20 , MH �H1 V (\1 F�u1 R �R�F�I�, �i1, _ _ _ _ _ _ — — —_l STRUCTURES ONTO SAID LAND EXCEPT AS $j jq > t�� LOT 442, ASSESSORS MAP 34 RIM-10.36 ,J„J 1 IJ 8 1 V.JL.-J 8.J �- -- — — -- '— --" -- -- O C THE OFFSETS SHOWN ARE NOT TO Be •D �Q .-TH�FiQ CTION OF ANY STRUCTURE, FENCE, F/H PG. CITY OF SALEM, ESSEX COUNTY, BOT-5.71 -� — — _- __ — --- (FILLED W/ DEBRIS) __ ._- -- -- — — -•- --' -- (A,K.A. ROUTE 1 A) 1981 lF' AB'CHANNEL PER REF. +9 (NOT FIELD VERIFIED,SEE NOTE J) —_ -- -- — — — — — — THE ADDITION, ETC, —O — — — — — — — — — — — — — — +;' , ' 78 COMMONWEALTH OF MASSACHUSETTS 1881 LF 48'CHANNEL PER REF. �9 –_ -- —(F–.-K A-WATER-STREET -- -- -- — (NOT FELE VERIFIED,SEE NOTE 3, VA , A D y DRAM: e� CONTROL POINT — — — — — --�{ (PUBLIC—VARIABLE WIDTH R.O.W.) "�; 8-13-2001 D.w. ® ASSOCIATE $, INC. 51 (ASPHALT ROADWAY) 0911 9,69 PAINTED DOUBLE YELLOW LINE 9,6A v 41.1' DATE CHECKED; 776 MOUNTAIN BOULBVARD GWYNEDD CORPORATE CENTER A0 PAINTED DOUBLE YELLOW LINE g0� - -- �." WATCIIUNG NJ 07060 1120 WELSH ROAD, SUITE 200 GREG S. LS MASSACHUSETTS PROFESSIONAL LAND SURVEYOR //40762 P.J. 908.668.0099 - 908.668.9595 FAX NORTH WALES, PA 454 215.412.9055 - 215.4.412-0861 FAX THIS CERTFICATON IS MADE TO ONLY NAMED PARTIES FOR PURCHASE AND/OR MORTGAGE OF HEREIN DEUNEATED PROPERTY BY THE REV. N0. DATE SCALE FILE NO. DWG. NO. NAMED PURCHASER. NO RESPONSIBILITY OR UABIL/TY 15 ASSUMED BY SURVEYOR FOR THE USE OF SURVEY FOR ANY OTHER PURPOSE INCLUDING, eUT NOT LIMITED TO, USE OF SURVEY AFFIDAVIT,RESALE OF PROPERTY, OR TO ANY OTHER PERSON NOT LISTED N CERTFICATON, EITHER DIRECTLY OR INDIRECTLY. 3 01-22-2001 1"=1D' 000532 OF DRILL NDIED T2 30" W �J\'® T FOUNU -'' t� 1�96•sb•, ?CAR N, S_ SCK DRILL HOLE IFOUND I `' ( MAP 34 � y LOT 442 �- WI ' p o . Cm OIL COMPANY MU OED PARTNERSHIP N ( D.B. 010745, K. 390 b �� I I LINE CALCULATIONS 0 1 _ X2.83' I 0 W ' -�'A1`O fP I I m I -`PrfRI W I SfT`CK) I yr i 91 b. � " J LINE A = 182.85 2 a LINE B = 176.69 . : ::.: .. :; : : : : : :::;':: -tel_ LINE C = 170.54 � I n �_ - _ � IN D - 164.38 I PROPOSED LINE E = 158.14 I 1 ,660 SQ. FT. ,HESS EXPRESS" 1{ ..:....:... MAP 34 MAP 34 - 0 LOT 443 _ 4 b- - OT 41 L TOTAL LINES 8 .60 I NF F A E 52 N F DS OF LANDS 0 LANDS J ROME R JR JE ROME'. I SOUSA MAG IR . :•:•::•i:•:•::iii•:i•i?•i:•i::r?i:•::}. TRUSTEE OF SOUTH RIVER REALTY TRUST •. :::. :.�::::::......�::: �:;. .:�.. : i;� D.B. 9731, PG, 366 AVERAGE OF ALL 5 LINES 170.52 � :;: : : : : :;;: :..... : :.:: :. . :::::: I. .: . . DR 7021. PC 283 0 , . :., L _ SETBACK REQUIREMENT 42.63 E 1 N ti ' I 1 FK w FOUND I ON UNE 1 101 I I Flod IEXISTING 2.8' CANOPY ` ( -- - ---- - -- -�� —�\� 1 � 1 1 I 7/ E]El 001 j 2d5 � ' I L----- ---- - -- - - ---40_ FRONT StTIBACK LINE J =• III I "1 1 I I I A N N" p 3 e Q - I I C C) 3 GRAPHIC SCALE A K ' r t i I 10 0 5 10 20 40 V n O _ ____ _ _ N I ® ®_ J� ---- ---------�•----- 1 ----0 P + R , � + R C - - - -- ---------- , ----- -- -- ==-- �- - -----------�---- O ( [N FEET ) I 15' GASOLINE DISPENSER SETUtCK LINE O II Z I � 1 inch = 10 1t. U U U U } i RR SPIKE o a RR SPIKE I O MN SAN ? 0] } ' 1. 1 :G1:i FOUND m PROPOSED 48.3' CONCRETE HAT FOUND P.O.B. ^ 1" M Z W L • CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• P.C. _—._-_.__— ------ NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK - 1"�,was f��>Z=�1•��.iis l��tt�1�.a N 85'00'50" E 10.010 P.L. g g o (215) 393-e300 SOUTHHORO, (516) 872-2000 EXISTING 24.0 RIVEWAY p p STERLING, VIRGINIA MA 01772 WATCHUNG, NEW JERSEY EXISTING 24.0' DRIVEWAY _ _ _ -� a o W (703) 709-9500 (508) 480-9900 (sob) 668-8300 j I CORPORATION U -� L• __ 1--L�- - —� - ---.._ ._.-.�-- — --- — • —_ 1--..- -- PROJECT: TITLE: In o m ma P . AMERADA HESS CORP A T ' WEIGHTED LOT ---- -- - ------ -- --- R " 0 PROPOSED HESS EXPRESS --..--__-....-..._..._-.__..._.-- _...__.__.— .•._..__..-.-_---------____.._. � � o ASSESSOR'S MAP y34, LOTF#442 w Z 295 DERBY STREET, CITY OF SALEM DEPTH PLAN ESSEX COUNTY MASSACHUSETTS INLET LINEA UNE 8 UNE C UNE D UNE E w W w C SCALE: H 1"=10' DATE:12/17/01 NHsm of a w " W.D . GOEBEL ST. I F ( , NONESHEET No: WH SAN d W w o_ E IJ 1Jy DERBYSTREET op'� cG DRAWN J6S(:C PR WE010719 (A.K.A. ROUTE 1A) O o \ \ \ " SIOF4Dec SEY CHECKED BY: CAD LD. 1: a o o PROFESSIONAL ENGINEER P SSIOA LIG E LMD W010719WLD0 OF 1 I. N vi o MASSACHUSETTS LICENSE No. 42644 SA 642'4 �3 O (F.K.A. WATER STREET) N N 0 RHODE ISLAND LICENSE No. 7268 N Gy* 9308 REV. No. (PUBLIC-VARIABLE WIDTH R.O.W,) CONNECTICUT LICENSE No. o. 10 MA L > NEW HAMPSEC71CL LI LICENSE No. 54 MAIVER41 0 0 'P "' N � MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE I , , PROPOSED FUTURE INTERPRETIVE SIGN (TYP. 2 PLACES) Nr PROPOSED BENCH (BENCHES DRILL 14OLE 80 12,30 , TO MATCH SPECIFICATIONS GENERAL SITE NOTES FOUND � W AsIy� 1 PROVIDED BY CITY PLANNER, o 0.9' N \ �1 ' j� TYP. 2 PLACES) 1 a 1. APPLICANT: AMERADA HESS CORPORATION ddd LLL1 '/ PROPOSED RAILING (RAILING 1 HESS PLAZA 0 \ �avE TO MATCH SPECIFICATIONS WOODBRIDGE, NJ 07095 _ KHfAp 96.56, PROVIDED BY CITY PLANNER) \` Sg P C PROPOSED 2. LOT SHOWN ON ASSESSOR'S MAP 134, LOT 1442, IN THE CITY OF SALEM, MASSACHUSETTS. RC4 CONCRETEWALKWAY I - \ 3. PROPERTY LINE AND INFORMATION TAKEN FROM A PLAN ENTITLED 'ALTA/ACSM LAND TITLE k TOPOGRAPHIC SURVEY PROPOSED 5' ' 10• R PREPARED BY CONTROL POINT ASSOC., INC., WATCHUNG, N.J., DATED JANUARY 22, 2001, SCALE: 1'= 10'. ALL CONCRETE I �R SETB o DRILL HOLE INFORMATION PROVIDED OUTSIDE OF THE SUBJECT PROPERTY LINES IS BASED ON VISUAL FIELD OBSERVATION AND AS 0 SIDEWALK �4�K`E FOUND SUCH, NOT TO SCALE. 4. R IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH i, Ld ' THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT zl \ WITH THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S -' RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. 50'R _ \ FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL m' MAP 34 7'Np1 o RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL W LOT F LANDS OFF CH4 y�,K PNCC CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 0 m RC4 GIBBS OIL COMPS LIMITED PARTNERSHIP 0 \ 5. ALL WORK SHALL CONFORM TO THE CITY OF SALEM AND THE COMMONWEALTH OF MASSACHUSETTS HIGHWAY DEPARTMENT to J D.B. 010745, PG. 390 I CONSTRUCTION STANDARDS AS APPLICABLE. h' SOT L PROPOSED DECORATIVE AREA .; PROPOSED 6. ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL BE CONSTRUCTED IN ACCORDANCE WITH AMERADA HESS LIGHTS (AREA LIGHT TO MATCH CONCRETE CORPORATION SPECIFICATIONS. SPECIFICATIONS PROVIDED BY CITY BOLLARD AND I z 7. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH PLANNER, SEE DETAIL ON CHAIN FENCE LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. ALL UTILITY SERVICE LIGHTING PLAN PAGE 7, TYP. 2 + x s CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN THE FIELD PRIOR TO THE o O 20'R PLACES) I m COMMENCEMENT OF CONSTRUCTION. RELOCATED I I5'R - MA DEP WEIGHTED W 8. ALL UTILITY LOCATIONS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE CONDUITS, CHAIN-LINK - LOT DEPTH SETBACK En PRODUCT PIPING, ETC. PRIOR TO COMMENCEMENT OF EXCAVATION OF ANY TYPE. FENCE � RC4 --` UNE (42.63') I N 2.3' 9. ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL LOCATION. / H 10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY 'DIG-SAFE• (1-888-344-7233) 72 HOURS PRIOR TO ANY 12.3, EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER A SEWER DEPARTMENTS TO MARK OUT THEIR o ` SW I ^ _4 UTILITIES. ASPHALT 0 ' �' 'i 11, THE LIMITS OF WORK SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION OR SITE PAVEMEM ....::•:..:.. .:.'.':.'.':. ::.•.':::.'.':::.'.':::.'::::::::::.':::.'......:. - L CLEARING. 60.0"-'-% _- I is n 12. ALL CONCRETE AND BITUMINOUS PATCH AREAS TO MATCH EXISTING GRADES. �- WORK M 13. ALL IS TO BE PERFORMED IN ACCORDANCE WITH O.S.H.A. REQUIREMENTS. S W D 14, WAS I SOLID TE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCA STATE AND FEDERAL REGULATIONS. r.'.i'rr::: 3.0 L, I 15, CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS, P AS WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES PRO OSED h H 16. ':.'.':'::.'. :': ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE "ENGINEER OF RECORD' IS :::::..:::.::: 1 ,660 SQ. FT. I ::::....... MTE + STRICTLY PROHIBITED. MAP 34 HESS EXPRESS MAP 34 -17. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERSEDE IN ALL CASES. NOTIFY ENGINEER OF LOT 441 PROPOSED 'VAN LOT 443 RECORD OF ANY CONFLICTS. I I N/F LANDS OF ACCESSIBLE' 5,0 :............•. ..........iii.....i .... ... ....... . ......... ..................::: ::::::: N/F LANDS OF 18. R W " GEORGE E MAcuIRE, , ••_;..�. I JEROME R. sousA, JR ALL FEATURES NOT LIBELED AS "NEW , PROPOSED", OR TO BE REMOVED SHALL BE CONSIDERED TO BE EXISTING TO HANDICAP PARKING P O 6 , TR R REAttt TRUST PROPOSED 1 TRUSTEE OF SOUTH VIER ': 4'.'• D.B.OB 9 3 PC 366 , MAI SIGN RE N". . . 1 BJ D B 702 PG 2 • .,�• CONCRETE 0 I PROPOSED CONCRETE , •: WHEEL STOPSTYP. .. . i TRANSITION CURB : I O ..................................................................... . . ° ........... ° ' V I PK NAIL - 'HESS EXPRESSO 3'R I FOUND ff � RC6 i ON UNE I TCR RCS RC4 1 "9 TF � ' RC6 0 ® I I AIR i 8 -- ------- -- ------ APPROXIMATE LOCATIONJ (BUCK) OF 100' INNER RIPARIANCI ZONE UNE EJ I\ O 1 ' 4'R I 1 STORY --------- -- -------� CC MASONRY BUILDING --------- -- ----- -- I 'cooDTfrR' . 8.0' 8.0' �' 9.0' i 1 gREl (TYP.) O \II EJ I \ O PROPOSED DOUBLE AREA LIGHT (TYP. 2 ------�� -- ------ PLACES) EXISTING 32.8' CANOPY I -- - --`-----� 1 EJ / PROPOSED 5' ' I [:IE] O O I I I PROPOSED CATCH BASIN CONCRETE / ` j (TYP. 4 PLACES) SIDEWALK ViRC828.8' ^;----- ------ --�J1 EXISTING I� , 0 I / ' RC6 jlt CANOPY CF CF EJ j 10� i COLUMNS I APPROXIMATE LOCATION OF 100' INNER RIPARIAN 40' FRONT SETBACK-LINE I I ZONE LINE RC4 24.3 x CONCRETE: TO BE 8' I IN OVERLAPPING I A a o j + AREAS j EJ EJ _ i a PROPOSED DRAINAGE-,,,, MANHOLE (TYP. 2 I C !4 3 PLACES) p z -'illi; PROPOSED 4' X 12' CONCRETE a ISLAND WITH MULTI-PRODUCT 3 i GRAPHIC SCALE '^ CC m CF CF DISPENSER (TYP. 4 PLACES) I > ( RcsTYP. 4 PLACES) f O +D o s to zo bo PROPOSED y �__ Ito I, --------------------------- EJ 0 p + R o + R A RC6 - ® CONC. SIDEWALK -- ------- -- ---- ----- - ----- �__ ___ _ _ _ o RAIMAPI(1:20) 15' GASOLINIE DISPENSER SETBACK LINE O r ( h FEET ) D SICN W/PRICES 10'R I > Z PROPOSED STOP BAR AND �~ 1 inch = 10 ft. v cOASTu' B N yL PAINTED "STOP" SIGN YL EJ - / (TYP. 4 PLACES)I (TYP. 2 PLACES) -- i g'g - � S_- - _ t=' L; 0 ❑ P.O.B.ETO RING 10 EMAIN SIGN MN SAN m U^ m � 803R '- 1 �� j a RR SPIKEFOUND a •� PROPOSED 48.8' CONCRETE MAT a RRFOUNo ( ) O 27287 - W NTNG ENGINEERS PROJECTMANAGERS ENVIRONMENTAL 3 � � �� V1plla Q211 & SITE PLANNERS • MUNICIPAL ENGINEERS• , - u r NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK N 85'00'50" E PROPOSE CONCRETE 110.00' P.L. o 0 (215) 393-8300 BOLURC AND CHAIN EDGE oP eRlcKs a z 1 o SOUTHBORO, MA 01772 (516) .872-2000 NEWJER z o s STERLING, VIRGINIA WATCHUNG, NEW JERSEY m w ¢ v (703) 709-9500 (508) 480-9900 (908) 668-8300 - CONIC. 6®EWux PROPOSED CONIC. sroEWAix o PARKING FENCE o s METER # , TREE "O' APPROACH �� CURBITE co"c. APPROACH 3 Q w PROPOSED HESS E PREORPORATION SITE PLAN 4' TREE ---- -- ------- • 4' TREE Ix Z o PROJECT: ASSESSOR'S MAP #34, LOT 1442 TITLE: ? __________ DEP. CURB _______________ GRANITE CURB _______ ------------------------------ CURB ~ � `1r' z w z 295 DERBY STREE , CITY 0 SALEM IrnET EXISTING 24.0' DRIVEWAY �SARO OrP) DOUBLE PARKING METER EXISTING 24.D' DRIVEWAY "n ¢ ESSEX COUNTY MASSACHUSETTS (TO REMAIN) a o v SCALE: H 1"=1 0' DATE: TO REMAIN w d ( ) NONE / / SHEET No: ( ) a w E W.D . GOEBEL SY � SEY 814 D, 5 M1 BAN D �J R B Y S T R E E � � � � � I� CT No: U CoA S E G DRAWN BY:C PR Wto. 1: 9 su (A.K.A. ROUTE IA) CHECKED BY: CAD to. 7 o \ �!\ r PROFESSIONAL ENGINEER 0 S 2N NE LMD W010719SS7 OF 13 �+ o ETTS LI 4N 36424 O (F.K.A. WATER STREET) 0 RHODE ISLAND LICENSE No. 7268 N n n MASSACHUSETTS LICENSE No. 42644 o. ERC . 9308 REV. No. n (PUBLIC-VARIABLE WIDTH R.O.W.) NEWHAMPSHIRE LICENSE No1B0280 VERM Y NAS 10 v a h N MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE 4 i �.�..., . xa,, e0ou11n 4O �a I N 80.130" REFERENCES: WI Dung #museum m DRILL HOLE I 1 g,,y (.y FOUND O 1. THE OFFICIAL ASSESSOR'S MAP NO. 34 OF THE CITY OF SALEM, ESSEX COUNTY, COMMONWEALTH nPey Hall D.9 N (JTt pp�� OF MASSACHUSETTS. a• d d p 2. MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM, FIRM FLOOD INSURANCE RATE MAP, CITY OF SALEM, MASSACHUSETTS ESSEX COUNTY, PANEL 1 OF 5", COMMUNITY—PANEL aThe Peabody Eeae m a Goo ��EN NUMBER 250102 0001 B, EFFECTIVE DATE AUGUST 5, 1985. is a W � r vee[B 7a g,Aiiiij 3. ZONING ORDINANCE: CITY OF SALEM, MASSACHUSETTS, REPRINTED 1999. ( �•_�_ rfwcd • u sills And 8e n 39 4. MAP ENTITLED "WIDENING OF DERBY ST, FROM CENTRAL ST. TO ORANGE ST. SALEM MASS.", I DRILL HOME I �` _ 96.56' DATED JULY 1915. STM FOUND 5. M ' ,y AP ENTITLED "PLAN OF LAND AND A PORTION OF SOUTH RIVER TAKEN FOR THE EXTENSIONS .8 1 Yg OF DERBY ST. TO LAFAYETTE ST, SALEM MASS,", DATED MARCH 1915. '°H0 ` \ 6. MAP ENTITLED "PLAN OF LAND BELONGING TO C-B REALTY ASSOCIATES SITUATED IN SALEM, MASS." x795 PREPARED BY BRADFORD & WEED, DATED MAY 31, 1946. I �a 6-5a t i' 1L 4' \\ 7. MAP ENTITLED "LAND OF BRADSHAW LONGMAID, DERBY ST., SALEM, MASS.", DATED SEPT. 1964, )"VICHVH�K FILED IN THE ESSEX REGISTRY OF DEEDS ON OCT. 30, 1964 AS FILE 502 OF 1964, o' 8. ASSESSOR PROPERTY .CARD FOR LOT 442, MAP 34 PROVIDED BY THE CITY OF SALEM 4 ASSESSOR'S OFFICE. 9. SEWER MAP RECEIVED FROM CITY OF SALEM DEPARTMENT OF PUBLIC SERVICES. LOCUS MAP O 199'1 Delorme, Street Atlee U.SA. NOTES: It 1. LOCUS KNOWN AS LOT 442, ASSESSOR'S MAP 34, OF THE OFFICIAL, TAX MAPS OF THE GRABS AREA / 2J' y}9 CITY OF SALEM, ESSEX COUNTY, COMMONWEALTH OF MASSACHUSETTS. / / 2. AREA = 17,603 S.F., 0.404 AC. xg3G // 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE NOT SHOWN. xa65 / O 4. THIS PLAN IS BASED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN THE FIELD BY P VENHMENI C6 CONTROL POINT ASSOCIATES, INC. AND OTHER REFERENCE MATERIAL AS LISTED HEREON. I � 1 q3� 5. THIS SURVEY WAS PREPARED WITH REFERENCE TO A TITLE COMMITMENT PREPARED BY x \ I LAWYERS TITLE INSURANCE CORPORATION, CASE NUMBER C3433, WITH AN EFFECTIVE DATE OF DECEMBER 19, 2000, WHERE THE FOLLOWING SURVEY RELATED EXCEPTIONS APPEAR IN �\\ SCHEDULE B, SECTION 2. a I METES AND BOUNDS DESCRIPTION 6 RIGHTS TO CITY TO MAINTAIN AND OPERATE DRAIN THROUGH PREMISES - DOES NOT AFFECT THE SUBJECT PROPERTY, � 0 1 ASSESSORS MAP 34, LOT 442 / CITY OF SALEM If MAP 34 ESSEX COUNTY, COMMONWEALTH OF MASSACHUSETTS 6. UNDERGROUND TANK SIZES WERE OBTAINED FROM INFORMATION RECEIVED FROM STATION MAP 34 \\ SAP 42 LOT 443 MANAGER OF VERIFICATION ALL SIZES AND LOCATIONS ARE APPROXIMATE & ARE SUBJECT TO LOT 441 LANDSN/F LANDS OFFIELD GEORGE EN MAGUIRE, \ CIBBS OIL COMPANY LIMfTED PARTNERSHIP o•yG JEROME R. SOUSA, JR. D.B. P N74U, TIE PA 036 D.B. 9731, PG, 366 7. ELEVATIONS ARE BASED UPON NGVD 1929 DATUM, REF. U.S.C.G.S. BM #19, ELEV.=13.695. TRUSTEE OF SOUTH RIVER REALTY TRUST / BEGINNING AT A POINT ON THE SOUTHERLY SIDELINE OF DERBY STREET (SAID D.B. 7021, PG. 283 �� / r ROUTE 1A, F.K.A. WATER STREET, PUBLIC-VARIABLE WIDTH RIGHT OF WAY), SAID POINT O � \ / 1 BEING NORTH 85 DEGREES - 00 MINUTES - 50 SECONDS EAST, A DISTANCE OF 272.87 FEET 8. LOCUS IS LOCATED IN FLOOD HAZARD ZONE A2 (AREAS OF 100-YEAR FLOOD ELEVATIONS \\ / FROM THE NORTHEASTERLY TERMINUS OF A CURVE CONNECTING THE SOUTHERLY SIDELINE OF AND FLOOD HAZARD FACTORS DETERMINED TO BE 10') PER REF.# 2. DERBY STREET WITH THE EASTERLY LINE OF LAFAYETTE STREET AND FROM SAID BEGINNING 8.F R T I IN AT I 9. LOCUS S LOCATED ZONING DISTRICT B-5 PER RE . \ a POINT RUNNING THENCE; # PK NAIL 1 ZONING DATA: ZONE B-5 (BUSINESS AND INDUSTRIAL) 2,11 APMOX. LOC. (3) UNDERGROUND FOUND 1, ALONG THE SOUTHERLY SIDELINE OF DERBY STREET, NORTH 85 DEGREES - 00 'A POEL S10B/GE TANKS (SEE NOTE 6) 1 / ON UNE I MINUTES — 50 SECONDS EAST, A DISTANCE OF 110.00 FEET TO A POINT, THENCE; MIN. LOT AREA 2,000 S.F. �,o•Gy 3 vDirs q y2 I MIN. LOT WIDTH 30 FT. '-�-._. O gFl3 G� O q?A �y GW _ ® f°a 2. ALONG THE DIVIDING LINE BETWEEN LOT 442 AND LOT 441, MAP 34, SOUTH 04 MIN. LOT COVERAGE 100% \ q,ya(wN> aW e6 V, 9�WN ON co ' P p y3 DEGREES — 13 MINUTES — 40 SECONDS WEST, A DISTANCE OF 185.24 FEET TOA MAX. BLDG. HEIGHT 70 FT/6 STORIES \ DRILL HOLE FOUND IN THE STONE BULKHEAD ON THE NORTHERLY SIDE OF THE SOUTH MAX. HEIGHT OF FENCES & WALLS 10 FT. OF GANG. j RIVER, THENCE; ASPw4T f FLOOR AREA RATIO 6:1 \ 9.53 �^ -- — ----------'� PAVEMENT I 3. ALONG THE NORTHERLY SIDE OF THE SOUTH RIVER AND ALONG SAID BULKHEAD, NORTH 80 DEGREES — 12 MINUTES — 301 SECONDS WEST, A DISTANCE OF 96.56 FEET TO A \ I 1 STORY / \ POINT IN THE STONE BULKHEAD, THENCE; UTILITIES: MASONRY BUILDING / \ ' 'GIBBS' y�5 O O I I 4. ALONG THE DIVIDING LINE BETWEEN( LOT 44:2 AND LOT 443, MAP 34, NORTH 00 \ I 1295 \ / I DEGREESTHL FOLLOWING COMPANIES WERE NOTIFIED BY THE MASSACHUSETTS DIG SAFE SYSTEM \ / POINT - 16 MINUTES - 50 SECONDS WIEST, A DISTANCE OF 158.76 FEET TO THE \ 06` - -----� I POINT AND PLACE OF BEGINNING. (ND SERVICING HIS AND REQUESTED TO MARK OUT UNDERGROUND FACILITIES AFFECTING �-�- vl AND SERVICING THIS SITE, THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS L5 o II BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS (REQUEST, \I W�, iP°•g9 COhR �� / 3XJCOJER�IY'P� �� COVER li CONTAINING 17,603 SQUARE FEET OR 0.404 ACRE SERIAL NUMBER(S): 20010703994 NOLO r.sxI PL IFR t / /( 1p CaER h\' II 1 STORY THIS DESCRIPTION IS WRITTEN WITH REFERENCE TO TITLE COMMITMENT PREPARED BY To I 2X2 COVER (YP) / 1' I WONRY BUILDING UTILITY COMPANY PHONE NUMBER q• 0 ,, \ j / Ly II LAWYERS TITLE INSURANCE CORPORATION, CASE NUMBER C3433, WITH AN EFFECTIVE DATE e3 O O e I 'GOODYEAR' OF DECEMBER 19, 2000, BOSTON GAS 978 943-5444 AT&T BROAD BAND 8010) 598-0628 II w �� \�'--'- ---------------�/ I� MASS. ELECTRIC 5083 860-6535 TG-------- �� ® IIS VERI20N 80(0 347-5857 I' I I 28.6' °•5e �� .ya( / II � �, --- -- �T, I I OVERHEAD —O —_ COVER it ^� ----------^ I TO: II I ®I LEGENDAMERADA HESS CORPORATION, A DELAWARE CORPORATION \ I I \p35 I q.y7 II - -123-- EXISTING CONTOURAMERADA HESS FACILITIES BUSINESS TRUST NO. 1998-1, I I I CONC PAD FOR COL (lYP) \ I A► ACTING ONLY WITH RESPECT TO SUBI PORTFOLIO NO, 2001-2 II X 123.45 EXISTING SPOT ELEVATNON GENERAL FOODS CREDIT CORPORATION S\9'6'5CONC. 61AND (TMP) T� ° 15'COVER ) I WILMINGTON TRUST COMPANY x TC 127,45 EXIST. TOP OF CURB ELEVATION ��••.. _� SPECON V, LLC, A DELAWARE LIMITED LIABILITY COMPANY I j ❑ O I \f~ h L /l STATE STREET BANK AND TRUST COMPANY, A MASSACHUSETTS X C 122,95 EXIST, CUTTER ELEVATION "'' 1111 TRUST COMPANY, AS INDENTURE TRUSTEE UNDER THE TRUST I i aP,Gp3 ,00T f �\ 2X2 GONG. MAT �1 INDENTURE AND SECURITY AGREEMENT DATED AS OF MAY (Tm.) J —OH— OVERHEAD WIRES 14, 2001 (THE "INDENTURE") AND THE HOLDERS FROM I I .6 TIME g °•� �t �� 1 TIME TO TIME OF THE LOAN CERTIFICATES SECURED BY THE — I \ I 9-BOUARD (IlP) I \\ -G- - APPROX. LOC. UNDERIGROUND GAS UNE ^� INDENTURE I `ASPHALT I I APPROX. LOC. UNDERIGROUND ELEC. LINE LAWYERS TITLE INSURANCE CORPORATION -59 PAVEYETR'� / xgp5 j I g5y �CONC 1 4^ x065 [ + UTILITY POLE THIS IS TO CERTIFY THAT THIS MAP OR 1 J PLAT AND THE SURVEY ON WHICH IT IS WT �PA[4E11E� ® MONITORING WELL WITH BASEDWERE MADE (!) IN ACCORDANCE //t3 ' I j {•\\ LAMP POST "MINIMUM STANDARD DETAIL RE- QUIREMENTS FOR ALTA/ACSM LAND TITLE / \n 3I SURVEYS," JOINTLY ESTABLISHED AND IV ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND INCLUDING ITEMS 2,3,4,5,8,10,11 & 13 CANOPY COI. (TYP) p `050 cyLo qg� ACCURACY STANDARDS AS ADOPTED BY ALTA, q `C/ OF TABLE A THEREOF, PURSUANT TO THE ----------------------- GONG SIDPNALY MSPS, AND ACSM AND IN EFFECT ON THE i� L —61 f O 0 t 0 I0.69 DATE OF THIS CERTIFICATION, THE UNDER— O SIGNED FURTHER CERTIFIES THAT THE / I j xg6G tOo1 POSITIONAL UNCERTAINTIES RESULTING FROM r I \ THE SURVEY MEASWJ , DE ON THE D SIGN W/PPoCES ! j p 9.53 DISPENSER ) I l� I �j SURVEY DO N � y F LLOWABLE / COABTA' I I x0.65 \ ' I j POSITIONAL TQ E. '1 / ( i I I J•' ID SIGN W/PRICE PODS I / 'GIBBS' b G , y I 5 / Crr \ . / TL91; :50 I - OVERHEAD CANOPY (13.Yt CIFARANCEi--- ,cY.n RE MH SAN LAC 8— 001 RR SPIKE be 0.67 - - - - DRAARE CURB oA1 LANIDSCAPED ARfA ,, RR SPIKE O, Hoo.e. I RIM-9.67 GRAPHIC SCALE -,, ";3, 2 FOUND GONG. PAD ° FOUND EDGE OF PAVEMENT MASSACHUSEtT RQFESSION DATE LAND SURVEYtS�3 0 4DT6C,`A CRA6TE CURB q,5g aD ' q6A GRANITE CURB t6 o s to 20 40 s 0• 110.00 G G y ,Opa g66 N 85•�OO'SO'� E_- Gq G°• i G G E----- E-----E� II� - 3 REVISE TO ADD TOPOGRAPHY & EDIT BOUNDARY D.W. G.S.G. 8-13-01 ( --- E----- E---.--E----- E-----E-----E----- E----- SG 09A 063 APPROX LOG UG BEC, LIVE PER UTILITYLWiXOUT(',SEE N01F 3) EDGE RICXS CONC. SNE'Wllf .: ,. EDGE ff�RRIW EDGE 1E BRICKS GOING. SIDEWALK APPROX 2 REVISED CERTIFIED PARTIES W.P.H. P.J. 05-11-01 #, TRE GONG. APPROACH •fR .41.. ( IN FEET ) 1 REVISED CERTIFIED PARTIES D.W. P.J. 03-OB-01 PANNI toNc A!PRaN • 1 Inch 10 ft q,qa " a 191 # TRE METER ---- """""""""""'" No. DESCRIPTION OF REVISION DRAWN; APPROVED: DATE __ , DEP, RB qAA tG 09 OWE CURB tC .0.9 G q,,, DEP. CURB G q•6 jr 9;0 to 0.03 HELD DATE e 11' RCP 0.6 tC ,, r 015 • �' G G I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, ALTA/ACSM LAND TITLE OE TOPOGRAPHIC SURVEY 06 t0 Aa 0• G DOUBLE PARKING METER G G 96� 010.07 Ge G ) AND, TO THE BEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THAT THIS SURVEY HAS BEEN PER- 01-12-01 AMERADA HESS CORPORATION MH SAN LINESFORIMEDAND ACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS. THAT THE PROPERTY GRT-9.52 � RIM=9.37 LINES AND RELATIONSHIP OF BUILDINGS AND OT STRUCTURES TO THE PROPERTY LINES AND THE r/1T No. eN=7.32 - INVe-0.93 _ _ _ LAND INDICATED HEREON IS CORRECT, AND ej12�. RE NO ENCROACHMENTS OF BUILDINGS OR HE55 295 DERBY STREET STRUCTURES ONTO SAID LAND EXCEPT ,S9 \4(W CPOO-20 MH SAN DERBY STREE - - -- -- - - - - -- - -"— '—" - - - — O � ' t'e LOT 442, ASSESSOR'S MAP 34 — — — _- _ _I THE OFFSETS SHOWN ARE NOT TGT SED F , H UCTION OF ANY STRUCTURE, FENCE, rro PG. CITY OF SALEM ESSEX COUNTY RIM"10.36 _ \ 1 BOT.5,1t — — — "- — — 18Bt LU 48'CIUNNB PER REF. �9 (NOT RBD VEPoFlED, SEC NOTE 3) _ _ _ �P PERMANENT ADDITION, ETC. 1.? GRE a , , (FILLED W/ DEBRIS) .,_ — — — — — — — -- (A.K.k. ROUTE 1 A) _ _ — — _ — — .— — — — — — — — � K � -�� 78 COMMONWEALTH OF MASSACHUSETTS O -"f FA.WMRSTFFE 1881 IE 48'CHANNELS PER REF. �9 — -- — — -- -- -- _- — — -_ -- . -- — — "� (NOT FIELD VFIBFlED, SFE NOTE 3) u �•:I� \1 (PUBLIC-VARIABLE WIDTH R.O.W.) vp A DRAWN; e� CONTROL POINT (ASP�,Lt ROADWAY) 8-13-2001 0•W q,DT 060 PAINED DOUBLE YELLOW LIVE e� T ,4 �'•y 0 ASSOCIATES, INC. 4p?y PAINTED DOUBLE YELLOW LINE 0D° , °• G]REG S F�(� ?� DATE CNECKED: �l� 776 MOUNTAIN BOULEVARD GWYNEDD CORPORATE CENTER e °`+p�,t'!"r+'°'� WATCIIUNG,N7 07060 1120 WELSH ROAD, SUITE 200 ' MASSACHUSETTS PROFESSIONAL LAND SURVEYOR {40762 P.J. 908.668.0099 - 908.668.9595FAX NORTH WALES, PA 19454 215.412.9055 - 215.412-0861 FAX 1HIS CERTIFICATION IS MADE TO OILY NAMED PARTIES FOR PUROIASE AND/OR MORTGAGE OF HEREIN DELINEATED PROPERTY BY THE REV. NO. DATE SCALE FILE NO. DWG. NO. NAMEID PURCHASER. NO RESPOISIBLJTY OR LIABILITY IS ASSUMED BY SURVEYOR FOR THE USE OF SURVEY FOR ANY OTHER PURPOSE •) •1 INCLUDING. BUT NOT LIMITED TO. USE OF SURVEY AFFIDAVIT, RESALE Or PROPERTY, OR TO ANY OTHER PERSON NOT LJS70 N CERTIFICATION, 3 01-22-2001 1"=10' COOS32 I OF EITHER DIRECTLY OR INDIRECTLY.