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295 DERBY STREET - ZONING � i ,� .. CITY OF SALEM. MA Citp of *alem, A a�gacbuzettg CLERK'S OFFICE Nanning 313oarb One *aTern green 1001 AUG - ) p S- 4 3 Wetlands and Flood Hazard District Decision July 3, 2002 Amerada Hess Corporation C/o Bohler Engineering 352 Turnpike Road Southboro, MA 01772 • RE: Hess Gas Station, 295 Derby Street Site Plan Review and Wetlands and Flood Hazard District Special Permit On Thursday, March 21, 2002, the Planning Board of the City of Salem opened a Public Hearing regarding the application of Amerada Hess Corporation, Trustee under Site Plan Review and Wetlands and Flood Hazard District Special Permit for the demolition of the existing building and associated pump islands and the construction of a 1,660 sq. ft. building, four pump islands, utilities and landscaping at 285 Derby Street. The Public Hearing opened on March 21, 2002, continued to April 4, 2002, and again April 18, 2002, and closed on May 2, 2002. At a regularly scheduled meeting of the Planning Board held on May 2, 2002 the Board voted by a vote of(8) eight in favor(Power,Puleo, Moustakis, Sullivan, Collins, Weiner, Cullen, Lombardini), none opposed,to approve the application as complying with the requirements of the Wetlands and Flood Hazard District, subject to the following conditions: 1. Conformance with the Plan Work shall conform with the plan originally entitled, "Site Plan for Amerada Hess Corporation, Gasoline Station Improvements", prepared by Bohler Engineering, P.C., dated August 14, 2001 and revised in accordance with the decisions and requirements of all other applicable Boards and Commissions in the City of Salem. Revised plans reflecting these changes must be submitted and approved by the City Planner prior to the issuance of a building permit. 2. Amendments Any amendments to the site plan shall be reviewed by the City Planner and if deemed substantial by the City Planner, shall be brought to the Planning Board for review and One Salem Green, Salem, Massachusetts 01970 (978) 745-9595 ext.311 Fax (978) 740-0404 295 Derby Street May 7,2002 approval. Any waiver of conditions contained within shall require the approval of the Planning Board. 3. Signage a. Signage shall be in keeping with the approved plans. b. Proposed signage shall be reviewed and approved by the City Planner and the Sign Review Committee. 4. Lighting a. No light shall cast a glare onto adjacent parcels or adjacent rights of way. b. The applicant shall install additional standard Salem Period Lights, if deemed necessary by the City planner, along the front property line and the public way. After installation, lighting shall be reviewed and approved by the City Planner prior to the issuance of a building permit. c. A final lighting plan shall be submitted to the City Planner for review and approval 6 prior to the issuance of a Certificate of Occupancy. 5. Harbor Walkway The applicant agrees to construct a walkway and associated amenities, meeting the requirements as set forth in the approved municipal Harbor Plan for the City of Salem along the rear property line of the parcel, as depicted on the approved plans. The specific materials, location, landscaping, and additional aesthetic treatments shall be determined by the City Planner. 6. Construction Practices All construction shall be carried out in accordance with the following conditions: a. Work shall not be conducted between the hours of 5:00 PM and 8:00 AM the following day on weekdays or at any time on Sundays or Holidays. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction of the project. c. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they leave the site. e. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances 29 Derby Street May 7,2002 w of the City of Salem. f. All construction vehicles left overnight at the site,must be located completely on the site. 7. Clerk of the Works A Clerk of the Works shall be provided by the City, at the applicant,his successors or assigns' expense, as is deemed necessary by the City Planner. 8. Other Approvals The applicant shall receive all other necessary approvals from other Boards and Commissions,particularly any licenses required in the City of Salem. 9. Board of Health All Board of Health requirements as specified in the decision, shall be strictly adhered to. 10. Fire Department All work shall comply with the requirements of the Salem Fire Department. 11. Conservation Commission All work shall comply with the Order of Conditions issued by the Salem Conservation Commission. 12. Building Inspector _ All work shall comply with the requirements of the Salem Building Inspector. 13. Utilities a. Utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. b. The applicant shall provide the City Engineer with the existing and proposed location and size of all utilities (water, sewer, gas, main, etc.)to be utilized for the site. In addition, the applicant shall provide the City Engineer with a plan showing any connections to be made to city lines. 14. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. b. Winter snow in excess of snow storage areas on the site shall be removed off- site. c. Maintenance of all landscaping shall be the responsibility of the applicant,his successors, or assigns. The applicant, his successors or assigns, shall guarantee all trees and shrubs for a two- (2) year period. 295*Derby Street May 7,2002 15. Sidewalk The applicant shall repair any damage occurring to the sidewalk during construction at the site. 16. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a minimum of 3 '/z inch caliper and with a minimum height of 8 Feet,or as indicated in approved plans. c. A final set of landscaping plans shall be submitted and approved by the City Planner. Particular attention should be paid to the landscaping along the access walkway and the Harbor Walk portion of the site. d. After such landscaping is completed,the developer will add further landscaping if such is requested by the Planning Board or the City Planner. 17. As-built Plans As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the Planning Department and Engineering Department prior to the issuance of the final Certificate of Occupancy. 18. Violations ' Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant,his successors or assigns, shall pay the fee for recording or registering. Walter B Power, III Chairman I CERTIFY THAT -1- HIS HLAN , AS PREPARED , CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS . a OF oA� STEPHEG T P. w DeCOURSEY CIVIL No. 36424 Ap4fa aT A b �sS/aMAL E��\ s o � a 3 Z N p O W � Z W O O O > It '- �- K K O f? F- •- W V' < w d Q N U Q O I I 11 O J ---- Z M O II Z C- Z W J W ^ W Q W o W N J V I Q W m I K I p N N N � N p w w O I a O _ d II � aW d W Ir li I I M W � Y C7 wm en X Z �y O V-4 U O '73 01 = uoui i o ( Lia Ni ) A w s o of N OF oA STEPHEYC P DeCOURSEY CIVIL w 9 No. 36424 o s oS` � C R OFSEST s oCT I O N i I CER I II Y I HA I I H15 FLAN , AS PREPARED , CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS . 11OF STEPHEN CyG P DeCDURSEY y CIVIL No. 36424 ST P ms3/Ot1AL 6� .. INV. OUT= 5.35 `- SOU INV. OUT= 5.50 _ TH �I SER 51'-8" RCP S=.01 56'-8" RCP S=.005 30'-6" PVC DMH# 1 55'-6" PVC S=.01 MIN. RIM= TBD I 5=.01 MIN. INV. IN= 5.83 INV. OUT= 5.79 STORMWATER QUALITY UNIT #2 58'-8" RCP PROPOSED RIM= 10.00 5=.011 ,660 SQ. FT. INV. IN= 5.78 30'-6" PVC HESS EXPRESS ° • INV. OUT= 5.78 S=.01 MIN. • STORMWATER QUALITY' ` 34'-8" RCP 5=.005 UNIT #1 RIM= TBD • (� 11'-B" RCP INV. IN= 6.42 • 5=.01 -- - - - CB# 2 INV. OUT= 6.42 (� Elo °° ) RIM= 9.20 CO =___= INV. IN= 6.00 CB# 1 INV= 6.89 _-_ _ DD °J) INV. OUT= 5.96 RIM= 9.50 0 28'-8" RCP INV. OUT= 6.49 CO S=.005 INV= 6.60 DMH# 2 47'-8" RCP 29'-4" D4 B CO S=.01 5=.01 I A RIM= 9.81 INV 6.72 " I o INV. IN (A)= 6.22 CB# 4 - - INV. IN (B)= 6.18 RIM= 9.47 140 4 D4 I 18'-8" RCP INV. OUT= 6.14 INV. OUT= 6.89j I _ S=.01 S=.005 • 33'-6" D6 _-�-_ �- S=.Ot------v -- L- CB# 3 DERBY STREET RIM= 9.45 • • (A.K.A. ROUTE 1A) INV. OUT= 6.27 (F.K.A. WATER STREET) (PUBLIC-VARIABLE WIDTH R.O.W.) o� STEPHEN cyG Y P. N p4.000RSEY CIVIL No. 36424 GRAPHIC SCALE 51 30 30 0 15 30 60 ( 1N FEET > DRAINAGE PLAN I inch = 30 ft. SHEET 3 OF 6 CERTIFY THAT THIS PLAN , AS PREPARED , CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS . IA OF o� STEPHEN yG .N5 DeCOURSEY a� CIVIL �No. 36424 �'O Q ST N SWMAL NOTES: res m c 1 . LOT SHOWN ON ASSESSOR'S MAP #34, LOT #442, IN THE CITY OF SALEM, MASSACHUSETTS. C 61 GN P 1 0 2. PROPERTY LINE AND INFORMATION TAKEN FROM A PLAN a ENTITLED "ALTA/ACSM LAND TITLE & TOPOGRAPHICAL SURVEY" PREPARED BY CONTROL POINT ASSOC., INC., WATCHUNG, N.J., " ' DATED JANUARY 22, 2001 , SCALE: 1 "=10'. CROSS SECTION h r yam ' to . SHEET #6 ,ISOUTx LOCUS MAP o RIVER PROPOSED RAILING EXISTING STONE BULKHEAD (TO MAP 34 LOT 442 PROPOSED FUTURE REMAIN) N/F LANDS OF o INTERPRETIVE SIGN GIBBS OIL COMPANY LIMITED PARTNERSHIP N PROPOSED 10' I D.B. 010745, PG. 390 v (TYP. 2 PLACES) WIDE CONC. 7777777777777, SIDEWALK MAP 34 x LOT 441 I PROPOSED MAP 34 C %N/F LANDS OF 1 ,660 SQ. FT. LOT 443 G E. MACUIRE, HESS EXPRESS N/F ANDS OF TRUSTEE OF SOUTH RIVER REALTY TRUST JEROME R. SOUSA, JR. D.B. 7021, PG. 283 .a I ,,,,D.B. 9731, PG. 356 ` CROSS SECTION . SHEEt #6 - - ---- - EXISTING EXISTING/� ( UNDERGROUND PROPOSED STORAGE TANKS FENCE E� J) (TO REMAIN) _ APPROX. LOCATION PROPOSED 5' WIDE CONC. '- _ / OF 100' INNER SIDEWALK I` RIPARIAN ZONE LINE CD EXISTING I LLCONC. POSED 4'x12' 33'x49' FUELING ISLAND CANOPY i . 4 PLACES) TO REMAIN) =4g .� i I OF Aftr STEPHEN yG �- E= ° - n ___ --- GRAPHIC SCALE De.CIVIL Y CIVIL 30 0 15 30 DERBY STREET No. 36424 (A.K.A. ROUTE IA) A9�FQ 37 (k (F.K.A. WATER STREET) SITE PLAN (PUBLIC—VARIABLE WIDTH R.O.W.) SSfOMAI EN ( IN FEET ) SHEET 1 OF 6 1 inch = 30 ft. PLAN ACCOMPANYING PETITION OF: AMERADA HESS CORPORATION TO REDEVELOP A GASOLINE STATION WITH A CONVENIENCE STORE, ON PREVIOUSLY FILLED TIDELANDS ALONG THE BANKS OF THE SOUTH RIVER, AT 295 DERBY STREET, SALEM, MASSACHUSETTS. I CERTIFY 1 HA I I HIS FLAN , AS PREPARED , CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS . tH OF A� STEPEN P DeCOURSEY CIVIL No. 36424 �O £Q ST P �� SSJONAL Eh6 EXISTING STONE S� BULKHEAD (TO Tll RIV REMAIN) l 6 39 / PREVIOUSLY z EXISTING \ DEVELOPED FENCE ` I AREA \\\\\\ EXISTING _ BUILDING (TO — BE REMOVED) - EXISTING :;r� �;, i ❑ UNDERGROUND STORAGE TANKS (TO I REMAIN) of i ! I ' ,o•,. _ : of � I Ig ma --^--- � E f— EXISTING 4'x10' CONC. EXISTING 33'x49'—// FUELING ISLAND (TO BE CANOPY (TO DERBY STREET REMOVED) (TYP. 2 REMAIN (A.K.A. ROUTE IA) (F.K.A. WATER STREET) PLACES) (PUBLIC-VARIABLE WIDTH R.O.W.) OF oA STEPHEN O,fGN y P. DOCOURSEY CIVIL N0. 36424 GRAPHIC SCALEST S/pMALE�6`��b� 30 0 15 30 60 EXISTING FEATURES ( IN FEET ) PLAN 1 inch = 30 ft. SHEET 4 OF 6 FOP 0 )r C ® p 7 1 r � � I ? SYMBOL DESCRIPTION SYMBOL DESCRIPTION RC5 5" THICK 4000 P.S.I. CONCRETE REINFORCED WITH 1 LAYER OF AIR INSTALL AIR HEAD/TOWER (FURNISHED BY AMERADA HE S) ! 6x6-W2.0xW2.0 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 AIR ENTRAINMENT, ETC. I CONCRETE BASE. SEE DETAIL. RC6 6" THICK 4000 P.S.I. CONCRETE REINFORCED WITH 1 LAYER OF ; 6x6-W2.9xW2.9 WELDED WIRE MESH SET 2-1/2" BELOW TOP. AD CAR WASH ACCESS DEVICE I SEE SPECIFICATIONS FOR AIR ENTRAINMENT, ETC. B STAINLESS STEEL INVERTED "U' BUMPER POSTS. SEE DETAIL. RC8 8" THICK 4000 P.S.I. CONCRETE RtINFORCED WITH 1 LAYER OF B.C. BOTTOM OF CURB. I 6x6-W4.OxW4.0 WELDED WIRE MESH SET 2-1/2'" BELOW TOP, B.M. BENCH MARK, SEE TANK INSTALLATION DRAWINGS. BP BITUMINOUS PAVING. SEE SPECIFICATIONS. j SEE SPECIFICATIONS FOR AIR ENTRAJNMENT, ETC. B.O.W. BOTTOM OF WALL, R REGULAR UNLEADED GASOLINE. : a y •a ar x A> z 3'y ,£ r,` B.O.T. BOTTOM OF TANKS. RB REMOVE EXISTING BUILDING STRUCTURE AND ASSOCIATED WALKS CC 4000 P.S.I. CONCRETE CURBING (MIN. 6" ABOVE FINISHED j WING WALLS, PLANTERS, UTILITIES, ETC. j GRADE UNLESS OTHERWISE NOTED) MEETING REQUIREMENTS RC REMOVE EXISTING CONCRETE AND OR TIMBER CURBS. I OF ALL AUTHORITIES. PROVIDE EXPANSION JOINTS AT RCP REINFORCED CONCRETE PIPE, 15" DIAMETER �a 20'-0" MAXIMUM. SEE DETAILS AND SPECIFICATION FOR AIR ENTRAINMENT REINFORCEMENT ETC, I UNLESS OTHERWISE NOTED, ` RD REMOVE EXISTING DISPENSERS, PUMP ISLAND, PIPING, I CF 12" HIGH, 12 GAUGE STAINLESS STEEL CURB FASCIA. CONCRETE MAT, ETC. SalemV s ; C.O. CLEANOUT i CL 320 W. SUPER METAL HALIDE SEMI-RECESSED CANOPY LIGHT I RF REMOVE EXISTING FENCE. Y $a (FURNISHED BY AMERADA HESS AND INSTALLED BY CONTRACTOR); RT REMOVE EXISTING UNDERGROUND C.'SOLINE & OIL .. z`�' c o "" F x ! STORAGE TANKS PIPING CONCRETE MAT ETC. ° ` CMP CORRUGATED, GALV. METAL PIPE, 24" DIAMETER RCP RAMP AND GUTTER PAVING: REPAIR, REPAVE, ' SHEET @NDE X UNLESS OTHERWISE NOTED. a REPLACE ANY WORK DISTURBED BY THE INSTALLATION a3' CR CURB RAMP MEETING REQUIREMENTS OF ALL AUTHORITIES # , P HAVING JURISDICTION. I OF NEW WORK TO CONFORM TO REQUIREMENTS OF ALL 1 xr g 1 F �! 4� D DIESEL FUEL, AUTHORITIES HAVING JURISDICTION. ` —OVER SHEET 1 Off 13 DPC DEPRESSED CONCRETE CURBING MEETING REQUIREMENTS OF I RYL REMOVE EXISTING LIGHT & BASE. s. ��„ �� AUTHORITIES HAVING JURISDICTION. -S- EXISTING STORM SEWER. t n r ` P.V.C. RAIN FROM "PEDIGRID` MATS TO ; 1 SD SEEDED AREA: TOPSOIL, LIME, FERTILIZER, SEED AND MULCH 1 e R ,v '.: D t M 0 LI T I 0 N PLAN 2 Off 1 3 j D2 PROVIDE 2 DIA. V. D I STORM DRAINAGE SYSTEM AS INDICATED ON SITE PLAN. ( SP SHOULDER PAVING: TO CONFORM TO REQUIREMENTS OF y D3 PROVIDE 3" DIA. P.V.C. DRAIN FROM BUILDING ROOF DRAINS AUTHORITIES HAVING JURISDICTION. ' SITE PLAN 3 Off 13 I TO STORM DRAINAGE SYSTEM AS INDICATED ON SITE PLAN. -SS- EXISTING SANITARY SEWER. — D3C PROVIDE {2) 3" P.V.C. STORM DRAINS FROM STORAGE BUILDING SW CONCRETE SIDEWALK (MIN. 4" THICK) TO CONFORM TO a s ' P.I.Q. ' r ADING PLAN 4 of 13 ROOF DRAINS THRU CURB FACE AS INDICATED ON SITE PLAN. I REQUIREMENTS OF AUTHORITIES HA'•'IF'; JURISDICTION F D4 PROVIDE 4" DIA. P.V.C. STORM DRAINS FROM CANOPY SEE SPECIFICATIONS FOR NR E TRAtNMEN7, ETC. „ a '4 Y "" I SOD SODDED AREA: TOPSOIL LIME _ !QEH AND SOD. GUTTER FITTINGS AND/OR BUILDING ROOF TO STORMY , u R A I N A G E AND UTILITY PLAN 5 of 13 WATER SYSTEM AS INDICATED ON SITE PLAN. I SPR UNDERGROUND SPRINKLER SYS'iE:._5EE SPECIFICATIONS a J E - v " c* D4C PROVIDE 4' CIA. P.V.C. STORM DRAINS FROM CANOPY SPT PROVIDE COMPLETE INDIVIDUAL >."N:TARY DISPOSAL SYSTEM GUTTER FITTINGS THRU CURB FACE OF ISLANDS i (SEPTIC TANK AND DISPOSAL FIELD) "ill CONFORM TO ro. ` x .;, �' °" '` '','SCAPE PLAN 6 of 1 3 D5 PROVIDE 5" DIAMETER P.V.C. STORM DRAINS AS INDICATED REQUIREMENTS OF ALL AUTHORIT. HAVING JURISDICTION. - 55N PROVIDE 4" P.V.C. SANITAPY SEWER ;_INE FROM s ON SITE PLAN. � g ,.. :.« � 1 " s� I 4. D6 PROVIDE 6" DIAMETER P.V.C. STORM DRAINS AS INDICATED NEW BUILDINGS TO EXI971NG MAW (SCHEDULE 40) � LIGHTING PLAN 7 0 1 ON SITE PLAN. SSP PROVIDE 4" P.V.C. SAN'iARY SEVrr': LINE FROM " D8 PROVIDE 8" DIAMETER P.V.C. STORM DRAINS AS INDICATED NEW BUILDINGS TO SEPTIC SYSTEM. SCHEDULE 40 I ,�p - ae�> t+\O S I O N CONTROL PLAN 8 of 13 ON SITE PLAN. -T- EXISTING TELEPHONE LINE. Ix4�� ?� x a , E PROVIDE NEW UNDERGROUND ELECTRIC SERVICE FROM TB TELEPHONE BOOTHS PER TEL. CO. REQUIREMENTS. SEE DETAIL. ` a ` BUILDING E L V T 9 o'f 13 I UTILITY POLE DESIGNATED BY LOCAL UTILITY COMPANY r TN PROVIDE NEW UNDERGROUND P.V.C., SCHEDULE 40 �Mu � ^• `'� E A I 0 N S AND FLOOR PLAN TO BUILDING (S). SEE ELEC. DRAWING & SPECIFICATIONS. I TEL. CDT. FROM UTILITY POLE DF.` 5NATED BY TELEPHONE ' x 1 EJ FULL DEPTH EXPANSION JOINT. PROVIDE SEALER AND ? I COMPANY AS INDICATED ON SITE PLAN. SEE ELECT. DWGS. ' �€ �, e x :c ' DETAIL SHEET 10 o`f 13 BACKER ROD AT ALL 6" THICK AND 8 THICK CONCRETE MATS. I & SPECIFICATIONS. - SEE SPECIFICATIONS. TBE 2' x 6" PRESSURE TREATED BOARD EDGE. I DE ETAIL SHEET EP EDGE OF PAVEMENT, TC TOP OF CURB. Y � 4• - A L S E E 1 1 o f 1 3 FV FURNISH AND INSTALL VINYL PANEL FENCE. SEE DETAIL. TF TOE FOOTING _ . ---LIN. FT.; HEIGHT 6'-0 I . T.0.1. TOP OF ISLAND F '?e " FR FURNISH AND INSTALL GALVANIZED STEEL HIGHWAY GUARDRAIL t T•0•w, TOP OF WALL. v DETAIL SHEET -- 1 2 Off 1 3 FENCE. PAINT WHITE LIN. FT. HEIGHT 2'-0'. ' TRN TRANSFORMER PAD: 6'-0" x 6'-D' x 6" THICK, 4000 P.S.I. -G- EXISTING NATURAL GAS LINE. CONCRETE MAT REINFORCED WITH 1 LAYER OF 6x6-W2.9xW2.9 I 1 WELDED WIRE MESH SET 2-1/2" BELOW TOP, r + r �axa DETAIL SHEET 13 o f 13 GL WHITE RIVER GRAVEL MIN. 4" DEEP. WITH TRANSFORMER ` a ffi GM GAS METER BY UTILITY COMPANY s ' BO'1NDARY & TOPOGRAPHICAL SURVEY (BY OTHERS) 1 o`f 1 T A LIN FROM EXG. GAS MAIN TO GAS METER TP TRASH PAD: 8'-0" x 10'-0" x 6" THICK, 4000 P.S.I. NEW NAT. GAS E - aaa . GN WITH 1 LAYER OF 6x6 W2.9xW2.9 � � �.��.�`•z:. CONCRETE MAT REINFORCED WT � a `� �°�'�x e � 1GT INSTALL ONE 12,000 GALLON DIESEL 1 WELDED WIRE MESH SET 2-1/2" BELOW TOP. < u " s. e (8 DIA. TANK) UNDERGROUND FIBERGLASS STORAGE TANK ( k " Q n R M A DEP LOT DEPTH PLAN 1 o f 1 (FURNISHED BY AMERADA HESS) PROVIDE (4) 4" SCHED. 40 STANCARO STEEL PIPE BOLLARDS SEE TANK INSTALLATION DWGS. AH-1153 ! FILLED WITH 3,000 PSI CONCRETE AND PAINTED SILVER GRAY, 2GT INSTALL ONE 20,000 GALLON REGULAR ' 3'-0" ECIFI GRADE/3'-O' BELOW GRADE EMBEDDED IN CONCDETAIL T 0 I MAP q P SEE SPECIFICATION FOR AIR ENTRAINMENT, ETC. - SEE DETAIL L O C Aj I � IVI H (10' DIA. TANKS) AND ONE 10,000 GALLON PREMIUM ; TP TRASH & RECYCLABLES PAD; 8'-0"x10'-0"x6"THICK, 4000 P.S.I. UNDERGROUND FIBERGLASS STORAGE TANK I N.T.S. i (FURNISHED BY AMERADA HESS) i ! CONCRETE MAT REINFORCED WITH 1 LAYER OF 6x6-W2.9xW2.9 j SEE TANK INSTALLATION DWGS. AH-1154 I ( WELDED WIRE MESH SET 2-1/2" BELOW TOP. PROVIDE (6) 4" SCHED, 40 STANDARD STEEL PIPE BOLLARDS 3GT INSTALL ONE 20,000 GALLON REGULAR I 1 FILLED WITH 3,000 PSI CONCRETE AND PAINTED SILVER GRAY, j (10' DIA. TANKS) AND TWO 10,000 GALLON (1) PREMIUM, (1) DIESEL I 3'-0" ABOVE GRADE/3'-0" BELOW GRADE EMBEDDED IN CONC. UNDERGROUND FIBERGLASS STORAGE TANKS j ( SEE SPECIFICATION FOR AIR ENTRAINMENT, ETC. - SEE DETAIL I (FURNISHED BY AMERADA HESS) ' - j SEE TANK INSTALLATION DWGS. AH-1155 V NEW VENTS (MINIMUM 12'-0" ABOVE FINISHED GRADE). 3GT INSTALL THREE 10,000 GALLON SEE TANK INSTALLATION DRAWING. I VA COIN OPERATED VACUUM (FURNiSr:,D BY AMERADA HESS AND i (8' DIA. TANKS) (2) REGULAR, (1) PREMIUM INSTALLED BY CONTRACTOR) ON 4 -0' X 4'-0" X 6" REINF, UNDERGROUND FIBERGLASS STORAGE TANKS { I CONCRETE PAD (USE ONLY WITH CAR WASH BUILDING) (FURNISHED BY AMERADA HESS) I j SEE TANK INSTALLATION DWGS. AH-1152 I VTE VINYL TRASH ENCLOSURE. SEE DETAIL 4GT INSTALL FOUR 10,000 GALLON -w- EXISTING WATER LINE. j (8' DIA. TANKS) (2) REGULAR, (1) PREMIUM, (1) DIESEL W-3/4" PROVIDE 3/4" PVC WATER LINE TO BUILDING. UNDERGROUND FIBERGLASS STORAGE TANKS I W-1' PROVIDE 1" PVC WATER SERVICE AND TAP I (FURNISHED BY AMERADA HESS) FROM AVAILABLE MAIN. SEE TANK INSTALLATION DWGS. AH-1032 i W1-1/2 PROVIDE 1-1/2" PVC WATER SERVICE. ( 5GT INSTALL FOUR 10,000 GALLON WL PROVIDE AN INDIVIDUAL WATER SYSTEM (WELL, PUMP j (8' DIA. TANKS) (2) REGULAR, (1) PREMIUM, (1) DIESEL AND PRESSURE TANK) TO CONFORM TO REQUIREMENTS AND ONE 8,000 GALLON KEROSENE OF ALL AUTHORITIES HAVING JURISDICTION. I UNDERGROUND FIBERGLASS STORAGE TANKS WM PROVIDE NEW WATER METER OF SAME SIZE AS i (FURNISHED BY AMERADA HESS) i I WATER SERVICE TO BUILDING, SEE TANK INSTALLATION DWGS. AH-1067 YL INSTALL NEW YARDLIGHT & POLE H LAWN HYDRANT FROST PROOF ! (FURNISHED BY AMERADA HESS) ON NEW CONCRETE BASE. -HESS- CANOPY FACADE SIGNS 1 SEE DETAILS FOR POLE HEIGHTS & LAMP WATTAGE. "HESS EXPRESS" WALL SIGN, HEIGHT OF CURB OR ISLAND IN INCHES ABOVE PAVEMENT. PREPARED �Y HP HIGH POINT. O l 1 11111111 ....EEEJJJJ��D!!!! 1 I ID INSTALL NEW FIXED IDENTIFICATION SIGN (FURNISHED I O EXISTING SPOT ELEVATIONS, BY AMERADA HESS) ON NEW CONCRETE FOUNDATION. I ! N�' m 130,14LER ENGINEERING* PQCQ OVERALL HEIGHT , AREA___- SEE DRAWING. PROPOSED SPOT ELEVATIONS. BOTTt-'� Peco •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• K KEROSENE ,LANDSCAPED AREA. �� Z NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROADVALLEY STREAM, NEW YORK ,— �� gEXISTING CONTOURS. . J �� iK Ja w LP LOW POINT. PROPOSED CONTOURS. MTE MASONRY TRASH ENCLOSURE -SEE DETAIL SAWCUT IN EXISTING PAVEMENT AT JUNCTION OF (215) 393-8300 � SOUTHBORO, MA 01772. (516) a72-2000 P PREMIUM UNLEADED GASOLINE. I NEW PAVEMENT AND EXISTING PAVEMENT. o STERLING, VIRGINIA WATCHUNG, NEW JERSEY PL PLUS UNLEADED GASOLINE _ EXISTING TO 8E REMOVED. a (703) 709-9500 SOS) 480-9900 P.L. PROPERTY LINE SITE D/ATA THIS SITE PLAN HAS BEEN PREPARED BASED ON , T NROAD m w (908) 668-8300 PS STEEL POST: 4" DIA.; CONC. FILLED; SET 3'-0" ABOVE I ( INFORMATION CONTAINED IN A SURVEY PREPARED BY: .3`62 � t.J _R , P—ME PROJECT: AMERADA HESS CORPORATION TITLE: GRADE, SET IN CONCRETE. i I I o PROPOSED HESS EXPRESS PRESS # RCa 4 THICK 4000 COVER SHEET PS,I, CONCRETE REINFORC€O WITH 1 LAYER OF ASSESSOR'S MAP 34, LOT 442 6x6-W2.OxW2.0 WELDED WIRE MESH SET 2" BELOW TOP. } DATED: SOUTH. ,, MASSACHUS� S 01772 Z 295 DERBY STREET, CITY OF SALEM SEE SPECIFICATIONS FOR AIR ENTRAINMENT, ETC. d ESSEX COUNTY MASSACHUSETTS RC4 4' THICK 4000 P.S.I. CONCRETE REINFORCED WITH 1 LAYER OF I , 6x6-W2.OxW2.0 WELDED WIRE MESH SET 2" BELOW TOP. i r S .P . ,-!-:� � SCALE:(H) 1"=10' DATE; / /SEE SPECIFICATIONS FOR AIR ENTRAINMENT, ETC. (sog -go 9 9 0 0a a E W. D • G0EBEL 4".I f ` EY V NONE 8 14 O 1 SHEET No: EN � DRAWN BY: PROJECT No: W JSC W010719 CHECKED BY: CAD I.D. #: 0 o PROFESSIONAL ENGINEER P F SI�1 I GI E SPD W010719CV2 OF 13 to u o MASSACHUSETTS LICENSE No, 42644 MAS�,Cl9�7�,Fi�TS LICE tt� 3 t 424 C) RHODE ISLAND LICENSE No. 7268 NEW1A $,y'�E' E 0 308 N CONNECTICUT LICENSE No. 21854 MAINE`{1e ! ..gq, F4((S8', R0/. N0. > NEW HAMPSHIRE LICENSE No. 10280 VERMONT �t�µNo.,�Ci10 N cr MAINE L CENSE No. 9490 ~ ' ' CONSTRUCTION CHECK DATE 2 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 N 8 GROUND. '� DRILL HOLE 1 0 1 2 X30" w3. COMPLETE DEMOLITION WORK ABOVE EACH FLOOR OR TIER BEFORE DISTURBING ANY OF THE SUPPORTING FOUND .� �. ,` ®ftftftUT11 MEMBERS OF THE LOWER LEVELS. ti ON N 4, DEMOLISH CONCRETE AND MASONRY IN ALL SECTIONS. 5. REMOVE STRUCTURAL FRAMING MEMBERS AND LOWER THEM TO THE GROUND BY MEANS OF HOISTS, DERRICKS 1 OR OTHER SUITABLE METHODS. N =` '"'► .,�, 96.56, uj �. 6. BREAK UP CONCRETE SLABS-ON-GRADE, UNLESS OTHERWISE DIRECTED BY THE AMERADA HESS CORPORATION. 00 APPROXIMATE "TOP OF BANK" LINE 7. LOCATE DEMOLITION EQUIPMENT THROUGHOUT THE STRUCTURE AND REMOVE MATERIALS SO AS NOT TO DRILL HOLE IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING. FOUND APPROXIMATE LIMIT OF8. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING AND SUPPORTS TO PREVENT MOVEMENT, SETTLEMENT OR WORK UNE ` ''ul. COLLAPSE OF STRUCTURES TO BE DEMOLISHED (AND ADJACENT FACILITIES, IF APPLICABLE). EXISTING STONE 9. DEMOLISH AND REMOVE ALL FOUNDATION WALLS, FOOTINGS AND OTHER MATERIALS WITHIN THE AREA OF THE BULKHEAD (TO REMAIN) ° DESIGNATED FUTURE BUILDINGS. ALL OTHER FOUNDATION SYSTEMS, IF ANY, SHALL BE DEMOLISHED TO A MAP 34 p 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 p COBS OIL COMPANY LIMITED PARTNERSHIP `` 10. ERECT AND MAINTAIN COVERED PASSAGEWAYS IN ORDER TO PROVIDE SAFE PASSAGE FOR PERSONS AROUND D.B. 010745, PG. 390 THE AREA OF DEMOLITION. CONDUCT ALL DEMOLITION OPERATIONS IN A MANNER THAT WILL RPEVENT DAMAGE AND PERSONNEL INJURY TO STRUCTURES, ADJACENT BUILDINGS AND ALL PERSONS. 11. CONDUCT DEMOLITION SERVICES IN SUCH A MANNER TO INSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED FACILITIES WITHOUT PRIOR WRITTEN PERMISSION OF THE AMERADA HESS CORPORATION. PROVIDE ALTERNATIVE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF REQUIRED BY APPLICABLE GOVERNMENTAL REGULATIONS AND ANY APPLICABLE GOVERNMENTAL AUTHORITIES. s 12. USE WATERING, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS, AS NECESSARY TO LIMIT THE w EXISTING DEGRADED 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 .� AREA (TO BE AREAS TO THE CONDITIONS EXISTING PRIOR TO THE START OF WORK. w REMOVED) 13, ACCOMPLISH AND PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE UNAUTHORIZED ENTRY OF PERSONS AT ANY TIME. a � o ,00 14. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE DEMOLITION OF STRUCTURES AND FOUNDATIONS WITH SOIL, MATERIALS CONSISTING OF STONE GRAVEL AND SAND, FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER. STONES USED WILL NOT BE LARGER THAN 6 INCHES IN DIMENSION, MATERIAL FROM DEMOLITION MAY NOT BE USED AS FILL PRIOR TO PLACEMENT OF FILL MATERIAL. UNDERTAKE ALL NECESSARY ACTION IN ORDER TO INSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROZEN MATERIAL, TRASH, AND DEBRIS. PLACE FILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% OPTIMUM DENSITY, GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. MAP 34MAP 34 LOT 443 15. REMOVE FROM THE DESIGNATED SITE, AT THE EARLIEST POSSIBLE TIME, ALL DEBRIS, RUBBISH, SALVAGEABLE �'EXISTING 8' CHAIN LINK N/F LANDS OF ' FENCE (TO BE REPLACED) L LANDS 3 ITEMS, HAZARDOUS AND COMBUSTIBLE SERVICES. REMOVED MATERIALS MAY NOT BE STORED, SOLD OR LOT 441 JEROME R. SOUSh JR. BURNED ON THE SITE. REMOVAL OF HAZARDOUS AND COMBUSTIIBLE MATERIALS SHALL BE ACCOMPLISHED IN GEORGE E. MAGUIRE. ' TRUSTEE OF SOUTH RIVER REALTY TRUST � D.B. 9731, PG. 366 ACCORDANCE WITH THE PROCEDURES AS AUTHORIZED BY THE FIR DEPARTMENT OR OTHER APPROPRIATE D.B. 7021, PG. 283 REGULATORY AGENCIES AND DEPARTMENTS. ! .' EXISTING PLANTER AND 16. DISCONNECT, SHUT OFF AND SEAL IN CONCRETE UTILITIES SERWING THE STRUCTURES) TO BE DEMOLISHED MASONRY WALL (TO BE BEFORE THE COMMENCEMENT OF THE DESIGNATED DEMOLITION. MARK FOR POSITION ALL UTILITY DRAINAGE REMOVED) I AND SANITARY LINES AND PROTECT ALL ACTIVE LINES. CLEARLY IDENTIFY BEFORE THE COMMENCEMENT OF EXISTING TANK VENTS (TO 1 DEMOLITION SERVICES THE REQUIRED INTERRUPTION OF ACTIVE 'SYSTEMS THAT MAY AFFECT OTHER PARTIES, if BE REMOVED) t PFK AND NOTIFY ALL APPLICABLE UTILITY COMPANIES TO INSURE THIS CONTINUATION OF SERVICE. I ,. . , . EXISTING VACUUM ON ON LINE CONCRETE PAD (TO BE REMOVED) , ----------------- APPROXIMATE LOCATION � '� EXISTING BUILDING OF 100' INNER RIPARIAN � � (TO BE REMOVED) � ❑ O ZONE LINE �. _ \ O �� I EXISTING UNDERGROUND I �-------------------- I STORAGE TANKS (TO 1 REMAIN) ------------------ --- \\ � _ ` ❑\� 00----- � EXISTING PLANTER AND \`'� ——--——— —— MASONRY WALL (TO BE EXISTING CONCRETE REMOVED) SIDEWALK (TO BE REMOVED) FlEl 100 APPROXIMATE LIMIT OF -----------------� • EXISTING CANOPY WORK LINE COLUMNS (TO REMAIN, ® j TYP. 4 PLACES) I AAPPROXIMATE LOCATION FZONEINEE INNER RIPARIAN 00 • EXISTING CONCRETE TANK 1 O MAT (TO BE REMOVED) Fa i i EXISTING U-SHAPED EXISTING ASPHALT EXISTING DISPENSER AND BOLLARDS (TO BE PAVEMENT (TO BE i CONCRETE ISLAND (TO BE REMOVED, TYP. 4 REMOVED) REMOVED, TYP. 2 PLACES) • 3 PLACES) j EXISTING OVERHEAD 3 i GRAPHIC SCALE rh CANOPY (TO REMAIN) 1 10 0 5 10 20 40 o EXISTING ASPHALTY -------------------------- , PAVEMENT (TO BE REMOVED) i .; o EXISTING OVERHANG ( IN FEET ) EXISTING "COASTAL" ID 1 inch = 10 Pt. SIGN (TO REMAIN) Z EXISTING FREESTANDING ID SIGN) (TO REMAIN) APPROXIMATE LIMIT Of EXISTING CONCRETE WORK LINE ISLAND MAT (TO BE EXISTING CONCRETEREMOVED) O m , GO) c� ow ' �PAD ((TO 8E REMOVED) RR FOUND !._. RR FOUND P.O.B. �, w -CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL. & SITE PLANNERS • MUNICIPAL ENGINEERS- NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD SUITE 105 VALLEY STREAM, NEW YORK �� .� ��, �� .� �� (215) 393-8300 (516) 872-2000 W MA 01772 N 85*00'50n e 11 O.00 o STERLING, VIRGINIA SOUTHBORO' WATCHUNG, NEW JERSEY EXISTING SECTION OF a v (703) 709-9500 (508) 480-9900 (908) 668-8300 APPROXIMATE LIMIT OF a AMERADA HESS CORPORATION GRANITE CURBING (TO BE m W 4 • WORK LINE + REMOVED) a PROJECT: TFITLE: DEMOLITION PROPOSED HESS EXPRESS -------------------------------------- � I ASSESSOR'S MAP #34, LOT #442 ---------------------------------- -- 71 * T F MM EXISTING GRANITE CURB EXISTING GRANITE Z 295 DERBY STREET, 0 SALEM PLAN 0 a ESSEX COUNTY MASSACHUSETTS (TO BE REPLACED) CURBING (TO REMAIN) w —� `,SCALE:(H) 1"=10' DATE: SHEET No: W W.D . GOEBEL S.P. 'S E H � y Y V NONE 8/14/01 ° a p, G [DRAWN BY: PROJECT No: Y STREET v '�' DSC 9 I.D. w CHECKED BY: CAD I.D. (A.K.A. ROUTE 1A) m PROFESSIONAL ENGINEER PR ES [OIL IN R LMD W010719SS5 OF 13 _ MASSACHUSETTS LICENSE No. 42644 MASS LICEN 43 24 0 RHODE ISLAND LICENSE No. 7268 NEW �• 08 O (F.K.A. WATER STREET) N REV. N0. PUBLIC—VARIABLE WIDTH R.D.W.) CONNECTICUT LICENSE No. MAINE Ll' NEW HAMPSHIRE LICENSE No.o. 10 10280 VERMONT 04 °' MAINE LICENSE No. 9490 `" CONSTRUCTION CHECK DATE 2 -71 ----- - -- _ �� — I T PROPOSED FUTURE ZONING ANALYSIS TABLE INTERPRETIVE SIGN (TYP. 2 PLACES) ZONE CRITERIA REQUIRED EXISTING PROPOSED PROPOSED BENCH (BENCHES ZONING DISTRICT CENTRAL DEVELOPMENT (B-5) N 80•,30" TO MATCH SPECIFICATIONS MINIMUM LOT AREA 12,000 SF 17,603 SF NO CHANGE DRILL HOLE W PROVIDED BY CITY PLANNER, FOUND .� O UTlyTYP. 2 PLACES) 0.9 N _ MINIMUM FRONTAGE 120 FEET* 110 FEET NO CHANGE �. -H r PROPOSED RAILING (RAILING MIN, FRONT SETBACK 40 FEET** 3.8 FEET 3.8 FEET _dLvEn TO MATCH SPECIFICATIONS O S70N6. PROVIDED BY CITY PLANNER) MIN. REAR SETBACK 10 FEET** 84.6 FEET 42.63 FEET '�-- 96.56' PROPOSED 10' MIN. SIDE SETBACK 10 FEET** 14.3 FEET 12.3 FEET 00 j 0' ROAR SCT -. CONCRETE WALKWAY -egOK L1NC MAX. BUILDING HEIGHT 70 FEET/6 STORIES 12.7 FEET 19.7 FEET o DRILL HOLE FOUND COVERAGE - .PRINCIPAL BLDG. 50% 11 .0 % 9.4 %. s OPEN SPACE N/A 47% 24% -� PARKING SPACES 12 N/A 8 r o� SF W h LOT 442 MAP 34 � H�Hc NWun PARKING CRITERIA GROSS FLOOR SF/150ASFA (G11 06 OR 12 SPACES REQ'D MA DEP WEIGHTED rn F LANDS OF , FENS , LOT DEPTH SETBACK( o o � SO' O� GIBBS OIL COMPANY LIMITED PARTNERSHIP 0 9 X 19 PARKING SPACE (OFFSTREET) LINE (42.63) in `�' D.B. 010745, PG. 390 SIGNAGE, REQUIREMENTS o PROPOSED DECORATIVE AREA a PROPOSED LIGHTS (AREA LIGHT TO MATCH CONCRETE FREESTANDING SIGNS *** MAXIMUM # ALLOWED NONE r I SPECIFICATIONS PROVIDED BY CITY BOLLARD AND PROPOSED 5' PLANNER, TYP, 2 PLACES) CHAIN FENCE BUILDING WALL SIGNS *** MAXIMUM # ALLOWED NOT DEFINED CONCRETE 'w MAXIMUM AREA 1 SF PER LINEAR FOOT OF BUILDING O O * _`SIDEWALK I� ^ FRONTAGE FACING A STREET _ PROPOSED i v `-LANDSCAPED a APPROXIMATE LOCATION OF �' _ AREA I m 2.3' / WINDOW SIGNS *** MAXIMUM # ALLOWED NOT DEFINED La PROPOSED LAWN HYDRANT `�_ �(n MAXIMUM AREA 20% OF WINDOW 12. ' ' (TYP. 2 PLACES) �''�- N_ 3 0 (- * 120 FEET PLUS, 20 FEET PER EVERY 2 PUMPS OVER 4 o , ; OO ** 15 FEET FOR PUMPS �ASPuErrr ' :::::::::::::::......................................... �� *** ANY/ALL PROPOSED SIGNAGE REQUIRE REVIEW AND APPROVAL THROUGH THE SALEM ::::59.3......................................................... �__ ' DESIGN REVIEW COMMITTEE AND SALEM REDEVELOPMENT AUTHORITY. r APPROXIMATE LOCATION OF r . ... .. � P ROPOSED LAW N HYDRANT . .. I (TYP 2 PLACES) GENERAL SITE NOTES E PROPOSED 0 0 1. APPLICANT: AMERADA HESS CORPORATION . 1 ,660 S O. F T. PROPOSED MASONRY 1 HESS PLAZA RELOCATED ::.:,:�o::•::•:•:•:•:•:•:•:•:•:•:•:�:•:•:•:•:•:•: ............... ' TRASH ENCLOSURE CHAIN-LINK r N.. �� , WOODBRIDGE, NJ 07095 MAP 34 FENCE ' HESS EXPRESS" MAP 34 LOT 441 LOT 443 I ................................... .................... . ., .__. _ _• ,., II OO N/F LADS OF 2. LOT SHOWN ON A SSES SORS M AP X34, LOT X 442, IN THE CI T Y O f SAL EM, MASSACHUSETTS. N F LANDS OF PROPOSED 5.0' PROPOSED 6 JEROME R. SOUSA, JR. .. .. :GEaRGE E MAcuIRE� LANDSCAPED D .. . � D.B. 9731 PG. 366 3 PROPERTY LINE AND INFORMATION TAKEN FROM ENTITLED "ALTA ACSN LAN D T ITLE & TOPOGRAPHICC RA PH IC SURVEY EY TRUSTEE OF SOUTH RNERREAlTY TRUST .. CONCRETE AREA ., D.B. 7021 PG. 283 TRANSITION(TION CURB PREPARED BYCONT CONTROL INC., W TCHLNG N. .. DATED JANUARY 22, 2001, SCAL • 1 _ 10 ALL o INFORMATION PROVIDED OUTSIDE OF SUBJECT PROPERTY LINES BASED ON VISUAL FIELD OBSERVATION AND AS SUCH NOT SCALE... ... 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH PROPOSED "VAN I PROPOSED CONCRETE 1 THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT ACCESSIBLE" i WHEEL STOPS (TYP.) 1 PK NAIL WITH THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S HANDICAP PARKING PROPOSED CONCRETE WALK 3'R I FOUND RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. SIGN r I ON LINE FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONISTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL O 1 CONFORMANCE WITH LOCAL REGULATIONS AND CODES. ® I 5. ALL WORK SHALL CONFORM TO THE CITY OF SALEM AND THE COMMONWEALTIH OF MASSACHUSETTS HIGHWAY DEPARTMENT PROPOSED CONSTRUCTION STANDARDS AS APPLICABLE. ~ •� ' HANDICAPPED I --, --PROPOSED RAMP WITH o n I LANDSCAPED/ 6. ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL BE CONSTRUCTED IN ACCORDANCE WITH AMERADA HESS ® CORPORATION SPECIFICATIONS. � 5'x 5' ''' / - ----------- --.\® , � AREA LANDING / ' I 7. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH APPROXIMATE LOCATION LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. ALL UTILITY SERVICE OF 100' INNER RIPARIAN 17'-� (` O I I CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN THE FIELD PRIOR TO THE ZONE LINE yR i r � COMMENCEMENT OF CONSTRUCTION. -____p___________- 4 R -----PROPOSED CATCH BASIN 8. ALL UTILITY LOCATIONS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE CONDUITS, (TYP. 4 PLACES- _-� -- i PRODUCT PIPING, ETC. PRIOR TO COMMENCEMENT OF EXCAVATION OF ANY TYPE. 8.0' 8.0' �� /� 9.0' �� i I 9. ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL LOCATION. ED � (TYP.) \�I I 1 STAY 10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "DIG-SAFE" (1-1888-344-7233) 72 HOURS PRIOR TO ANY I / MASONRY BUILDING ( ) PROPOSED 6" BLACK `� .� [:IF-] O O 7 1 'GOODYEAR• EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER & SEWER DEPARTMENTS TO MARK OUT THEIR CONCRETE FOR `t '� / I UTILITIES. fFRONT PARKING EXISTING 32.8 CANOPY I - 11 11. THE LIMITS OF WORK SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION OR SITE ------------�-�--- - I� CLEARING. r � � •fir 1 12. ALL CONCRETE AND BITUMINOUS PATCH AREAS TO MATCH EXISTING GRADES. PROPOSED 8" 13. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH O.S.H.A. REQUIREMEN?TS. ' 00 1 CONCRETE TANK 14. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. _;; �,------------_.-__. I I ` MAT I SPOEXCAVATION TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS, 28 8 ►.; { 15. CONTRACTOR S RE NSIBLE FOR ALL AS WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, 16. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE "ENGINEER OF RECORD' IS i I STRICTLY PROHIBITED. ' , I 17, IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERSEDE IN ALL CASES. NOTIFY ENGINEER OF 1 I' �� ---- - E' + R - o_ -- 40' FRONT SETBACK LINE _� RECORD OF ANY CONFLICTS. !(-__-__ _-__ 1 ISI 18. ALL FEATURES NOT LABELED AS "NEW", "PROPOSED", OR "TO BE REMOVED'" SHALL BE CONSIDERED TO BE "EXISTING TO PROPOSED 5' 24.3' � � APPROXIMATE LOCATION OF 100' INNER RIPARIAN REMAIN", CONCRETE PROPOSED I ZONE LINE SIDEWALK CONCRETE '' ? PROPOSED 4' X 12' CONCRETE 1 w " o o rn I _ CURB (TYP.) o '� ISLAND WITH MULTI-PRODUCT 5.01 m I , Z DISPENSER (TYP. 4 PLACES) 1 PROPOSED DRAINAGE O z ?" �'' o MANHOLE (TYP. 2 I GRAPHIC SCALE PLACES) r O n 1 10 0 S 10 20 40 ME 0 10 1 r PROPOSED o CONI.SIDEWALK �I ( IN ET HANDICAP -- ------------ -- - ---4J- ----- L-0---- - FE 15' GASOLINE DISPENSER SETBACK LINE - 1 inch = 10 ft. RAMP (1:10) ip'R PROPOSED 6" CONCRETE MAT WITH Z PROPOSED STOP BAR AND ID SIGN W/PRICES �. ; 'COASTAL' ;�, PROPOSED CONCRETE I„ POSITIVE LIMITING BARRIERS (RETER TO PAINTED "STOP" SIGN PROPOSED U-SHAPED BOLLARD AND CHAIN FIRE SUPPRESSION PLAN FOR ACTUAL (T1(p, 2 PLACES) SAFETW BOLLARD (TYP. 4 FENCE " SIZE & LOCATION) 5'R PLACES) EXISTING ID SIGN (TO REMAIN) O � SAN (n U) °' E BORLR ENG11 VEMBIXGf �o�o RR SPIKE (p °° PROPOSED 48.3' CONCRETE MAT O RR SPIKE P P.O.B. FOUND FOUND �, _ W *CIVIL & CONSULTING ENGINEERS- PROJECT MANAGERS - ENVIRONMENTAL & SITE PLANNERS - MUNICIPAL ENGINEERS* In NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE lO5 VALLEY STREAM, NEIN YORK 1 10.00' v W (215) 393-8300 (516) 872-2000 MA 01772 N 85'00'50 ' E SO(HBj R0, (so8) 668-83Eo PROPOSED EDGE OF BRICKS CONIC.SIDEWALK a $ (703) 709-9500 508 480-9900 1 0 � STERLING, VIRGINIA WATCHUNG, NEW JERSEY CONC• SIDEWALK GRANITE o PMETR� CURB CONC• APPROACH F4•TREE o PROJECT: AMERADA HESS CORPORATION TITLE: 74' EE] 0 CONIC. APPROACH [47-TREE] � 4 TREE � ------------------------------------- ------------------------------------- a PROPOSED HESS EXPRESS ASSESSOR'S MAP 34, LOT 442 SITE PLAN DEP. CURB GRANITE CURB DEP.CURB INLET EXISTING 24.0' DRIVEWAY DOUBLE PARKING METER EXISTING 24.01' DRIVEWAY a ESS z DERBY STREE , CITY 0 SALEM a ESSEX COUNTY MASSACHUSETTS BaLutD ( ) N Ey SCALE:(V) N O N E ' DATE: a a E W.D . GOEBEL S.P. 8/14/0 1 SHEET No: (TO REMAIN) (TO REMAIN) MH SAN ,�'� 7 `r� DRAWN BY:, PROJECT No: MH SAN DE �13Y STREET U ems• JSIC W010719 OC5 DeCOURSEY CHECKED BY: CAD I.D. J: PROFESSIONAL ENGINEER PR IONC-IVILNGIN 1 LMID W010719SS5 OF 13 (A.K.A, ROUTE 1A) 3 MASSACHUSETTS LICENSE No. 42644 MAS CH •L 24 O (F.K.A. WATER STREET) N o RHODE ISLAND LICENSE No. 7268 NEW N� 08 REV. No. (PUBLIC-VARIABLE WIDTH R.O.W.) CONNECTICUT LICENSE No. MAINE p10.E > NEW HAMPSHIRE LICENSE No.o. 10 10280 VERMON N - 4) MAINE UCENSE No. 9490 CONSTRUCTION CHECK DATE 2 GRADING NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHY AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE 0,75%. MIN. SLOPE AGAINST xe�a ALL GUTTERS TO PREVENT PUDDLING. ANY DISCREPANCIES SHALL BE PROVIDED TO THE ENGINEER IN 0 WRITING IMMEDIATELY. iiiiiiii/V 806 2, LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED '� 2'3Q�• SO INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR DRILL0 NDe'0 I ( _ �, �` 1 ,_ W / - EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICES CONNECTION POINTS SHALL BE 0.9 N I 1 t-/ AREA OF SITE TO BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF RE GRADED UPON CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. COMPLETION OF DESIGN CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST POINTS. CROSSINGS WITH EXISTING I 0 _ ` .` ► REVIEW BOARD REVIEW UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF J1 CONSTRUCTION, 7-•- `� ~ �� 6.56� -- '�. 3. THE SUITABILITY OF EXCAVATING MATERIAL FOR USE AS BACK FILL SHALL BE DETERMINED BY THE 7 _ ENGINEER. e9a DRILLHOLE 4, SUB BASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER FOUNDUNSUITABLE MATERIALS. SHOULD SUB BASE BE DEEMED UNSUITABLE, SUB BASE IS TO BE REMOVED AND 10 �. �►• ` FILLED WITH APPROVED FILL MATERIAL COMPACTED TO 95% OPTIMUM DENSITY (AS DETERMINED BY I MODIFIED PROCTOR METHOD). I l®rr 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE MAP 34i 1 _ REQUIREMENTS OF AMERADA HESS CORPORATION AND THE STANDARDS OF THE LOCAL GOVERNING x8 I OT 442 / ° AUTHORITY. z2 N/F LANDS OF 8 / l GIBBS OIL COMPANY LIMITED PARTNERSHIP ° 6. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. THE D.B. 010745, PG. 390 CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER A.S.T.M. TEST D-1557. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED SOILS ENGINEER, REGISTERED IN THE DMH 12 AREAS WITHIN THE AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND RIM= 7.53 -8� / - _ SPECIFICATIONS AND THE REQUIREMENTS or AMERADA HESS CORPORATION. O �� // \ p // 0.39 1o.s1 / . GRADING LEGEND: / 61 EXISTING CONTOUR & ELEVATION ey 0 'ce 10.67 // co r� Nx EXISTING ELEVATION ...... .. .. . . .. .... .... .. .. .. ................ ...... ... ... .... I00 �._._ PROPOSED FINISH GRADE CONTOUR & ELEVATION ,n 58 x I 9 31 2 � ..... .. TC 61.05 0 POS OP 0FC 9• I PR URB & F FINISHED GRADE ELEVATION 0 N T ED 0 I 0 BC 6 .55 9 - 10.67 ITS 146.90 1 o r • •E• PROPOSED TOP OF SIDEWALK & FINISHED GRADE ELEVATION � TC 10.60 TC 10.59 BS 146.23 BC 10.09 BC 10.20 MAP 34 146. 0 MAP 34 TI 9 A c RADELEVATION 4 FINISHED E T 43 F ND & I S LO ILA F POSED TOP 0 S 44 PROP .. LOT 1 . . I 3 .. F 8 146.2 F OF ° NF LANDS 0 N LANDS 10.57 2 4 M JR � 9. 0 RO R. SOU SA,JEROME G IR 9• Sa RG MA U E .. x GEORGE E. : .'. .. O MATCH EXIST. D.B. 31 PG. 366 REALTY TRUST � •;.� •.:... •;• c TRUSTEE OF SOUTH RNER L US 14 5 R .,�• 5.8 PROPOSED SPOT GRADE �/• . .� .. •P' TC 10.31 D.B. 7021, PG. 283 V.. f V.: .. . - `i. C 8 B 9. 1 10.67 f. - w URB PROPOSED DIRECTION OF RUN-OFF .......................... 6 TRANSITIONC 10.6710.67 / TC 10.29 NAIL TSS 10.57 BC 9.79 j PFOUND BS 10.07 ON UNE 0.14 1 TC: 10.15 1 \ 0 � 9 5a 9 4 >TS 10.57 I�K �� BC 9.65 \ I BS 10.24 96e FINAL GRADING PLAN TO BE PREPARED 1012 --_----__------ UPON COMPLETION OF THE DESIGN \ I 9 53 \ - L REVIEW BOARD'S REVIEW I � \ e+ 1 0' �. 10.05 ----------- ------- I \ a x TC 10,17 --- 10.05 989 --------------------� I TC 9.90 BC 9.67 / �� i BC 9.40 ,0.0° 9 A2 Y. - x 9.76 I 1 / TC 10.40 910 I BC 9.90 TC 10.40 9 ►� �- I RIM= 9.20 I BC 9.90 CB #2 I - -- -- _ x oI / I x93a e`9�2 ocI 9.80 05, " I 958 9.87 930 I APPROXIMATE x` 9.70 x / I LOCATION OF 100' I I ----------------- -- I INNER RIPARIAN ZONE TI 10.43 TI 10.43FT-11-0-.4-T-1 1 LINE I TI 10.43 I BI 9.82 BI 9.90 9%3 BI 9.82 9.45 x HIGH POINT 63 I 9.75 9,a 923 I 9.58 TC 10.48 • BC 9.98 p + R I P + R ►91 0 ❑ 1 �n I v 1 \ TI 10.43 seg 9 5g TI 10.43 53 TI 10.43 / i N, 81 9.85 BI 9.93 BI 9.85 I TC 10.36 \"' HIGH POINT / 95 x9 BC 9.86 2 � 1 10.03 9.86 9.80 1 / xs ---- x�tIGE LINE I ----- LINE---_-- AREA OF SITE TO BE / -------- - - ---- - ---- ---- - RE-GRADED UPON / 3 g•86 I DMH 11 I COMPLETION D DESIGN o TI 10.43 TI 10.43 RIM= 9.81 I GRAPHIC SCALE REVIEW BOARD REVIEW / �• TI 10.43 3 I BI 9.85 BI 9.93 BI 9.85 I io o s 10 zo ao �Q> CB #1 CB 4 p 980 / .50 RIM= 9.45 'n I 9.6` -. / et RIM= 9.47 I �e� - --------------------------- �gy cp `C/ / In - 1(0.10 - o P + R i o + R -- o a � ( IN FEET ) 5 1 inch = 10 ft. x�OAZ / 10 TI 10.43 1\ g.53 TI 10.43 TI 10.43 Z / BI 9.82 BI 9.90 1BI 9.82 'sot-- TC 10.03 I / BC 9.70 RIDGE LINE I 9.87 ---------- 9.70 , N m SORLER / RR SPIKE TC 9.66 9.70 e G s.63 I e R2 a1 // RR SPIKE 'I N FOUND BC 9.63 95 x I BC 9.87 xG 9 / FOUND P.O.B. 7, z CIVIL & CONSULTING ENGINEERS- PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS* MATCH EXIST. m NORTH WALES, PENNSYLVANIA VALLEY STREAM, NEW YORK c `°pe '4� �- -- �G y..G� 1 10.00' G 9"y G 96' 0 352 TURNPIKE ROAD, SUITE 105 (215) 393-8300 (516) 872-2000 ZG 9�a N 85"00'5 TC 10.11 TC 10.29 SOUTHBORO, MA 01772 TC 9.78 BC 9,64 TC 10.00 o STERLING, VIRGINIA 508 480-9900 WATCHUNG, NEW JERSEY BC 9.61 BC 9.50 a v (703) 709-9500 (908) 668-8300 BC 9.71 MATCH EXIST. MATCH EXIST 99, " in o PROJECT: AMERADA HESS CORPORATION TITLE: �'9As, MATCH EXIST. • oo 0 MATCH EXIST. • a __ PROPOSED HESS EXPRESS ------ - ---------------------- GRADING PLAN $ ASSESSORS MAP �34, LOT�442----o�-- - ta a"° c 9Aa �G 9.30 G 9�a s 90� c a`9 �G 9'b3 z ? ESSEJ� 295 DERBY COUNTYREI0MASSACHUSETTS SLEM cc a 5i BC 9.76 G o , G MIATCH EXIST. w W E W. D . GOEBEL S.P. t EY SCAILE:(V) NON 0DATE:8/14/01SHEET No: a E 'IY .>pST N DRAIWN BY: PROJECT No: JSC W010719 ID ERDY ST" E" ET - - _-_ - - - - - - --- ___ --- - - - - ---- - - - - - - - - - - - - W_ ;s G _ d _ D CHECKED BY: CAD I.D. - _ -- - - - - - - - (A.K.A. ROUTE 1A) - - - - _ - - - -- - - - - - -- - o o PROFESSIONAL ENGINEER P SIO LVIIENGI E LMD W010719SS5 OF 13 (0 o MASSACHUSETTS LICENSE No. 42644 MA AC LIEN 41r 424 0 RHODE ISLAND LICENSE No. 7268 NEW 308 • _ _ -- - - --- - - -- -- - - - --f F�A�XTER-STR�ETj - - � � � �.� REV. No. (PUBLIC-VARIABLE WIDTH R.O.W.) CONNECTICUT LICENSE No. 21854 MAINE ALI 2 N NEW HAMPSHIRE LICENSE No. 10280 VERMON MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE 1 I I - INV, OUT= 5.35 GENERAL UTILITY NOTES N 80. 2 1. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO DRILL HOLE 30" W S 0 COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION, SANITARY SEWER AND FOUND / ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY 0.9' N _ �` �. ` v BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. mm,'►� -&IALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. V CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF o -� _ � 1 �L,/ CONNECTION) AND PROGRESS UP GRADIENT. INTERFACE POINTS (CROSSINGS) WITH �.r. EXISTING UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR •.� ` 96.56 TO COMMENCEMENT OF CONSTRUCTION, INV. OUT= 5.50 2. REFER TO SITE PLAN (SHEET 13) FOR ADDITIONAL NOTES. DRILL HOLE 3. REFER TO CONSTRUCTION DETAILS PLAN FOR GRADING AND YARD DETAILS. o 14* _ �► ,� FOUND 4• IN ALL CASES ISNOTIFYNENGINEER BETWEEN PLANS THE F ANY CONFLLIICTS. SUPERCEDE r 08- `".. 5. ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL BE CONSTRUCTED IN ACCORDANCE WITH AMERADA HESS CORPORATION SPECIFICATIONS. i 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "DIG SAFE" (1-888-344-7233) MAP 34 0 72 HOURS PRIOR TO ANY EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOT 442 LOCAL WATER & SEWER DEPARTMENTS TO MARK OUT THEIR UTILITIES. N/F LANDS OF O GIBBS OIL COMPANY LIMITED PARTNERSHIP \` D.B. 010745, PG. 390 b DMH# 1 INV. IN= 5.83 o UTILITY LEGEND INV. OUT= 5.790 ,,, Cl- cr_ - - - - w - - - - APPROXIMATE LOCATION EXISTING UNDERGROUND WATER LINE !,I PROPOSED UNDERGROUND ao WATURAL GAS SERVICE EXISTING SANITARY SEWER to 55'-6" PVC S-.O1 MIN. CO G - - - APPROXIMATE LOCATION EXISTING UNDERGROUND GAS UNE _ OH EXISTING POWER POLE & OVERHEAD ELECTRIC LINES E- - - - APPROXIMATE LOCATION EXISTING UNDERGROUND ELECTRIC LINE PROPOSED 1/4 BEND W/ _ ._ - _T-.. - - - APPROXIMATE LOCATION EXISTING UNDERGROUND TELEPHONE LINE THRUST BLOCKP. oco .... EXISTING IGHT I TING YARD L • PROPOSED 1 1/2' PVC WATER LINE CL_ 0 / CONNECT TO EXISTING CONTRACTOR TO + .... ( E • VERIFY SIZE, TYPE, AND LOCATION OF EXISTING UTILITY POLE C: I EXISTING WATER SERVICE PRIOR TO • EXISTING CATH BASIN PROPOSED 6 SANITARY SEWER SERVICE co m I CONSTRUCTION AND RE USE TO THE EX ST C OPOS D S ,�, o R* c� . .... ... . . ... .. ... .... ... ..... ... .. 3 T EXTENT POSSIBLE) CONNECT TO EXISTING CONTRACTOR TO CREATES EXE VERIFY SIZE AND LOCATION OF EXISTING W PROPOSED WATER LINIE II SANITARY SEWER SERVICE EAN D RE - SE .. ........... ...... .... ........ ..... .... ...... .. •... 0 I M AP 34 MAP 34 TO THE GREATEST EXTENT POSSIBLE PR OPOS D G A S MA IN....... .... LOT443 LOT 441 N F LANDS OF.. .. ..... PROPOSED UNDERGRO IUND E LEC TR IC T EL E HO NE SERVICE CEN F LANDS 0F JEROMER SOUSA, JR.� .... .. .. ... STORMWAT R QUALITY UGE&T GEORGE E. MAGUIRE. m .. . � N0. & SIZE OF CONDUITS NOT DEFINED) .. . UNIT D.B. 9731 PG. 366 TRUSTEE OF SOUTH RNER REALTY TRUST .. .... # PROPOSED) UNDERGROUND ..... . . .. . .... r RIM- 10.00D.B. 7021 PG. 2a3 ........ ....... ...... . PROPOSED SANITARY SEWER LINE . ..ELECTRI AL AND TELEPHONE CO INV IN- 5.78 CO SERVICE (CONNECT T0 INV. 5.78 O PROPOSED EDCLEANOUT .EXISTING) I c � I 0 1 I PK NAIL .0 + I I FOUND ON UNE NOTE: W W TO CONFIRM o S I EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. ------------- - eo STORMMATER QUALITY UNIT #'I bl RIM= TFBD ��, � ❑ O � � � � INV. 6.42 OW O \ ---- --- ------ / II INV, OIUT= 6.42 -` i--------------------- v I� � I RCP S=.01 ❑❑ I I II CB# 2 O \ O / (I RIM9.20 INV, IN= 6.00 CB# 1INV, OUT= 5.96 RIM= 9.50 INV. OUT= 6.49 �F / P II APPROXIMATE \ E17 ` LOCATION OF 100' / I I INNER RIPARIAN F -® ------- ------��-�� j II ZONE LINE 0 II N U a `Y I II °C P + R a o P + R F I Ii co N I I� F\ c, N, i II DMH# 2 B I RIM= 9.81 CO , 1 INV. IN (A)= 6.22 �3 INV= 6.81 59'-6" PVC 5=,01 \ Q ��' A I INV. IN I INV, OUT=B)6.1418 0 c GRAPHIC SCALE a 12'-6" PVC S=.001 F� I 3 r� ..� j (TYP. 4 PLACES) �� I o 10 0 s 10 20 40 i L0 _ L---------------------------- ff 711111 P + R o o + R _ \\ I ( IN FEET ) CB# 4 ♦ I o I /� 1 inch = 10 ft. RIM- 9.47 CB# 3 INV, OUT= 6.89 RIM= 9,45 INV. OUT= 6.27 EXISTING ELECTRICAL SERVICE I I r RR SPIKE RR SPIKE j FOUND FOUND P.O.B. �, ? •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• 0 0 o c*-o o-:r-o ^ 170 v 1 O.00' E z NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK O w 215 393-8300 (516) 872-2000 ( ) SOUTHBORO, MA 01772 N 85OO SO E I STERLING, VIRGINIA WATCHUNG, NEW JERSEY ---- E----- E-----E-----E-----E----- E----- E----- E----- E----f E� 'I Q (703) 709-9500 (5O8) 480-9900 (908) 668-8300 0 ----------- ----------------- ----- F-71 �� °° wo PROJECT: AMERADA HESS CORPORATION TITLE: DRAINAGE AND p • • (DO • I � a PROPOSED HESS EXPRESS ________ 442 295ASSE DERBY STREESSOR'S MAP T,CITY 0OT SALEM UTILITY LA PROPOSED NATURAL GAS SERVICE W ., ESSEX COUNTY MASSACHUSETTS (CONTRACTOR TO VERIFY LOCATION OF o v •- 4 EY SCALE:(H) 1 =10 [DWTE: EXISTING GASMAINPRIOR TO a a E 11 W.D . GOEBEL F .* V NONE 8/14/0 1 SHEET No: - CONSTRUCTION) - - _ - - ____ - - - o ©� E ►,yam DRAWN BY. PROJECT No 19 Dh �JJY ST`EET _ _ - --- - - -- -- -_ - --- -. -- -- DC W011: - - _ - o - _ � � D RSEY �' CHECKED BY: CAD I.D. �: - - - - - - NMASSACHUSETTS � LMD W010719SS5 (A.K.A. ROUTE 1A PROFESSIONAL PR SIONAVIILNGIN ER" 0 E4 OF 13 MA C Leg +G c� 3,§'424 (F-.i A-VATERr-S��r'4''T' N \_ p RHODE ISLAND LICENSE No. 7268 NEW ,e te(�{ '308 :!2 . No.(PUBLIC-VARIABLE WIDTH'-R.O.W.) CONNECTICUT LICENSE No. o. 10 MAINE� NEW HAMPSHIRE LICENSE No. 10280 VERMON �8t MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE �j j I II I i PLANTING NOTES : DRILL HOLE 1. PLANT MATERIAL SHALL BE FURNISHED AND INSTALLED AS INDICATED; INCLUDING ALL LABOR, FOUND _ w soul MATERIALS, PLANTS, EQUIPMENT, INCIDENTALS, AND CLEAN-UP. C , THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT CORRECT GRADES AND ALIGNMENT 0,9 N ` 2LAYOUT TO BE APPROVED BY OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. .�l TT V 3. PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY- HAVE NORMAL GROWTH HABITS' WELL 0 1 PF -� .� DEVELOPED EVE OPEDEBRANCHES, DENSELY FOLIATED, VIGOROUS ROOF SYSTEMS AND BE FREE FROM DEFECTS 9s 1 PF .. S. 4. CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE 5 RR GROWTH OF PLANT MATERIAL. 1 CK 3 PM _ _ 5. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN VIGOROUS GROWING DRILL HOLE CONDITION, PROVISION SHALL BE MADE FOR A GROWTH GUARANTEE OF AT LEAST ONE YEAR + 1 FOUND FROMHE BEGINNINGFOFCTHETFIRST SUCCEEDINGAND PLANTINGBSEASON.ALLEREPLACEMENTS SHALL HAVE o +' 7 MP A GUARANTEE EQUAL TO THAT STATED ABOVE. " 7 VTC * /1� 6. INSOFAR AS IT IS PRACTICABLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THIS IS NOT POSSIBLE, THE CONTRACTOR SHALL PROTECT STOCK NOT PLANTED. t / * * PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY, j "^ * + + 9 BT — MAP 34 ANY PLANTS NOT INSTALLED DURING THIS PERIOD WILL BE REJECTED. OLOT 442 PSIV/ �/F LANDS OF _ 0 7. QUALITY AND SIZE0 OF PLAN SU SPREAD OF ROOTS AND SIZE OF BALLS ,HALL BE IN ACCORDANCE `, + + lI�1� /�� 0 O GIBBS OIL COMPANY LIMITED PARTNERSHIP � WITH ANSI 260 (REV. 198AMERICAN STANDARD FOR NURSERY STOCK AS PUBLISHED BY THE ` AMERICAN ASSOCIATION OF NURSERYMEN, INC. ' D.B. 010745, PG. 390 �� 8. ALL PLANTS SHALL BE PLANTED IN AMENDED TOP SOIL THAT IS THOROUGHLY WATERED AND TAMPED AS + -I- `�%I BACK FILLING PROGRESSES. PLANTING MIX TO BE AS SHOWN ON PLANTING DETAILS. LARGE PLANTING I AREAS TO INCORPORATE FERTILIZER AND SOIL CONDITIONERS AS STATED IN PLANTING SPECIFICATIONS. 1 TCG 3 PM 5 RW 1 CK 3 PM 9. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR • SMALL ANGULAR BREAK BRANCHES. PLANTS SHALL BE HANDLED FROM THE BOTTOM OF THE BALL ONLY. 3 IGC 5 BT GRAY BOULDER 4' DIAMETER PINE (TYP.) 10. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN 0 2 IGC BARK MULCH * + + 3 VTC 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. 4 IGC SMALL ANGULAR TREE PIT (TYP.) + ALL PLANT MATERIAL SHALL BE SPRAYED WITH 'WILT-PROF' OR EQUAL AS PER MANUFATURER S INSTRUCTIONS. GRAY BOULDER 11. NO PLANT, EXCEPT GROUND COVERS, SHALL BE PLANTED LESS THAN TWO FEET FROM EXISTING (TYP') i STRUCTURES AND SIDEWALKS. • 3 IGC +' 3 RR 12. TO ET THE CROLL WN OF THE PLANUMB AND T WITH THESET AT SUCH LEVEL GROUND SURFACE WILLABE ESTABLISHEDA NORMAL . LOCATELPLANTTINNSHIP THE 1 CK i 1 CENTER OF THE PIT. - 5 VTC o \ + T o0 13. ALL INJURED ROOTS SHALL BE PRUNED TO MAKE CLEAN ENDS BEFORE PLANTING UTILIZING CLEAN 1 P ti "A RPTOOLS. IT S ADVISABLEIS ABL ETO PRUNE A P R X IbM ATELY 1/3 0F THE GROWTH OF LA RGE TR E S CALIPER AND OVER) BY THE REMOVALOFSUP SUPERFLUOUS BRANCHES TH0SE WHICH CROSS H7 BT 4 DIAMETER PINE HOSE WHICH RUN PARALLEL, ETC MAIN LEADER TREESWILL NOT BE CUT BACK. LONG DE BARK MULCH BRANCHES, HOWEVER, MUST BE SHORTENED. + + TREE PITT (TYP.) 14, EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL PROPOSED SODDED LAWN PRACTICE TO PRESERVE NATURAL CHARACTER 0 F PLANT, PRUNING SHABE DONE WITHH o + R 1 O CLEAN SHARP TOOLS. 5 TOT 15. TREES SHALL BE SUPPORTED IMMEDIATE LY AFTER PLLANTING ALL TREES SIX 6INC INCHES MAP 34 AND OVER IN CALIPER SHALL BE GUYED. SMALLER TREES SHA LBE STAKED. GUYING WIRES 34 3 IGC AND STAKES SHALL BE INSTALLED AS INDICATED. D THE LANDSCAPE CONTRACTOR SHLOTALL REMOVE LOT 441443 GUARANTEE PROD. TAKING GUYING & TRE WRAP AT THE N OF THE ONE YEAR MAINTENANCE & G E E N F DS OF N F LANDS OF $ E EED T LAN .�--'---�-- JEROME R. SOU JR. .. SA, MA IRE •. . . <1 GEORGE E. GU , 1 R Q I N N POSSIBLE BL AFTER PLANTING .. LINKS OF AL TREE ALL WRAPPED S> S00 AS S E LA G :,. .. . , 16. T TR S SH BE EDA A D.B. 1 P 6 6 TY TRUST D 8 9 3 G. 3 R REAL US T F SOUTH RIVER TRUSTEE 0 . • S N SC I LAD P ACCORDING T STANDARD N N ICATED. A ACCO O S DA PROCEDURES AND AS I D .. . . .,• E SCHEDULE D D.B. 7021, PG. 283 ° P .... ......... .. . ... ... .... .. ' ... . ... . .. ZE 134QI 17. APLANTING BEDS SHALL BE MULCHED WITHH 3" LAYER OF DOUBLE SHREDDED HARDWOOD BARKMULCH. ... .. .... . .. EBOTANICAL NAME COMMON NA .. ..• .• BT 20 BERBERIS THUMBERGII JAPAN - ESE BARBERRY 30 36" #5 CAN 18. NEW PLANTING AREAS AND SOD SHALL BE ADEQUATIELY IRRIGATED OR WATERED TO ESTABLISH \\)V /, CK 3 CORNUS KOLUSA KOUSA DOGWOOD b'-10' B+B THE PROPOSED PLANTS AND LAWN.PK NAIL EFEN 5 EUONYMUS FORTUNEI 'EMERALD-N-GOLD' VARIEGATED WINTERCREEPER 15-18" #3 CAN 19. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE AS FOUND IGC 15 ILEX GLABRA COI'MPACTA DWARF INKSERRY HOLLY 24-30" y5 CAN SHOWN ON THE APPROVED LANDSCAPE PLAN MUS1T BE INSTALLED, INSPECTED AND APPROVED BY THE ON LINEMP 7 MYRICA PENSYL'_VANICA NORTHERN BAYBERRY 30-36" B+B CITY LANDSCAPE ARCHITECT. THE CITY ENGINEER AND LANDSCAPE ARCHITECT SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS ISN THIS REGARD AS FOLLOWS. THE PLANTING PF 2 PINUS FLEXIILIS LIMBER PINE 6-7' B+B OF TREES, SHRUBS, VINES OR GROUND COVER AS REQUIRED BY OR ASSOCIATED WITH A 0 j PJC 4 PIERIS JAPONICA (COMPACTA DWARF JAPANESE ANDROMEDA 30-36" B+B SUBDIVISION OR SITE PLA4 APPROVAL BY THE PLANNING BOARD OR ZONING BOARD OF ADJUSTMENT PM 9 PSEUDOTSUGA MAENZIESII DOUGLAS FIR -7' 8+8 SHALL BE INSTALLED DURING THE FOLLOWING PLAWTING SEASONS: ATE PT 1 PINUS THUNBEF.RGIANA JAPANESE BLACK PINE 7-8' B+B P PLANTS 3/15 TO 12/15 OR 2 QUERCUS RWBRA RED OAK 2 1/2-3- CAL. 8+8 RR 13 ROSA RUGCDSA JAPANESE SHORE ROSE F5 CAN CONTAINER LAWN 3/15 TO 6/15 TCG 1 TILIA CORDATA 'GR2EENSPIRE' GREENSPIRE LINDEN 2 1/2-3" CAL. B+B 9/15 TO 12/1 5 EEFEN � (\ TOT 5 THUJA OCCIDENTALP.IS 'TECHNY' TECHANY ARBORVITAE 5-6' B+e FURTHERMORE, THE FOLLOWING TREE VARIETIES SHALL NOT BE PLANTED DURING THE FALL I VTC 15 VIBURNUM TRILOBUM 'COMPACTUM' COMPACT AMERICAN CRANBERRYBUSH 2s-30" B+B PLANTING SEASON DUE TO THE HAZARDS ASSOCIA'.TED WITH PLANTING THESE TREES IN THIS -------------1--- ' IF ANY DISCREPANCIES OCCUR BETWEEN AMOLUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. SEASON. 4 PF �• ., ` � ACER RUBRUM POPULUS VARIETIES O I BETULA VARIETIES PRUNUS VARIETIES CARPIN"JS VARIETIES PYRUS VARIETIES ❑ ' I CRATEGUS VARIETIES QUERCUS VARIETIES 00 / I KOELREUTERIA SALIX WEEPING VARIETIES \ / I TILIA LIRODENDRON ULIP FEIRAUA ZELKO AMENTOSVARIIETIES PLATAT4US 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 7 ` I TO COMPLY WITH THESE REQUIREMENTS WILL REQLUIRE THE REMOVAL OF THE PLANTING IN QUESTION, THIS REQUIREMENT DOES NOT APPLY 'TO SEEDING OR SODDING OR PLANTINGS ❑ ` j SPECIFICALLY FOR SOIL STABILIZATION PURPOSES. THE PLANTING ASSOCIATED WITH ANY / LOT GIVEN A CERTIFICATE OF OCCUPANCY OUTSIDE THESE PERIODS SHALL BE PROVIDED DURING - 00 _ / `� I THE PREVIOUS OR NEXT APPROPRIATE SEASON. ® I 20. ALL DISTURBED AREAS TO BE TREATED WITH 4" TOP SOIL AND MUCHED OR SODDED AS SHOWN O AND SPECIFIED ON THE LANDSCAPE PLAN. oorI P + R a a P + R I W 1 1 I VLFiJO�D pdQa 'SCO @ U`��d��CD COGS n p n o 0 0 o p O ILa[�]D� �' app pMG3p��C� OLNJ 3 GRAPHIC SCALE M A I 10 0 5 10 Zo 40 • ANNUAL MIX (SEASONAL BY o I o OWNER / OPERATOR) j ® c0 ----------------------------- ti • a P + R + R ( IN FEET ) I a 1 inch = 10 ft. I , Z SMALL ANGULAR GRAY BOULDER (TYP.) in RR SPIKE RR SPIKE P.O.13. O ' m ® � ENGINEEIRING �vov FOUND FOUND -0 0 0 0 0 0 0—� 0 0 0 0 0 7' W -CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS - ENVIRONMENTAL & SITE PLANNERS - MUNICIPAL ENGINEERS- FOUND ' " ' NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK N 85 00 50 E 1 10.00 (215) 393-8300 SOUTHBORO, MA 01772 (51 s) 872-2000 o STERLING, VIRGINIA WATCHUNG, NEW JERSEY o v (703) 709-9500 (508) 480-9900 (908) 668-6300 >rYc CL • m o PROJECT: AMERADA HESS CORPORATION TITLE: d • 00 • _______ 4 PROPOSED HESS EXPRESS "---"-""�_ -- ASSESSORS MAP 34, LOT 442 LANDSCAPING PLAN Li 295 DERBY STREE , CITY 0 SALEM ESSEX COUNTY MASSACHUSETTS -EXISTING TREE TO REMAIN W °' W.D . GOEBEL SY ��`E (V) NON 0' DATE: (PROTECT DURING a o , E y 8/14/01 SHEET No: rIx 111� U. � DRAWN BY: PROJECT No: • R]BY STIR E E T CONSTRUCTION, TYP. 3 PLACES) �o'� ST N Gd, JSC W010719 JDOCHECKED BY: CAD I.D. O 3 m PROFESSIONAL ENGINEER P SSIOI`M11ILENGI LMD WO10719SS5 OF 13 (A.K.A. ROUTE 1A) 'J �_ o MASSACHUSETTS LICENSE No. 42644 MA AC 0% o. 424 N RHODE ISLAND LICENSE No. 7268 NE Hlp �I 308 (F.K.A. WATER STREET) 0 CONNECTICUT LICENSE No. 21854 MAIN LREV. No. (PUBLIC—VARIABLE WIDTH R.O.W.) > NEW HAMPSHIRE LICENSE No. 10280 VERMO �tiN7 2 N MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE ------------ 11i:dr� GENERAL. LIGHTING NOTES f i � � L �• ( i' r' l; ,i 1 rrl t _ ., t' %1 1!-" Y, r•; ', 1, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND { ( �' I, ( ,�► `I' ' ,' r '-' {'{~' k -� `"' t� tf' J `-'• (% ' %•` SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. PROPOSED LIMIT OF ONE SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR FOOT CANDLE CONTOUR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO N 80' , COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL DRILL HOE 2 3 " L 0 REGULATIONS AND CODES. { FOUND ,-"• `�--� �+�`w r t-, ;� IJ j I t'r �1/ 1, . , �'? I ( •• ', . �•r, •'' .• j, r l_. t 2. ALL WORK SHALL CONFORM TO THE CITY OF SALEM AND MASSACHUSETTS DEPARTMENT OF 0.9' N � j� TRANSPORTATION CONSTRUCTION STANDARDS AS APPLICABLE. � � ° 3, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "DIG-SAFE" (1-888-344-7233) 72 HOURS PRIOR TO ANY EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER & `t 9 SEWER DEPARTMENTS TO MARK OUT THEIR UTILITIES, ;� ire t t j .r `y �` S6 - 0.O "I c.. C). C a. 1 1 �i, l,):� r, 1. ►:.. �' is f.: -'.t.►•.� L.�.{J': 4. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLYWITH 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 5. ALL UTILITY LOCATIONS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE C. r CONDUITS, PRODUCT PIPING, ETC, PRIOR TO COMMENCEMENT OF EXCAVATION OF ANY TYPE. (1 + �, 6. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE "ENGINEER 0 \ OF RECORD" IS STRICTLY PROHIBITED. MAP 34 7. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERSEDE IN ALL CASES. NOTIFY LOT 442 0 ENGINEER OF RECORD OF ANY CONFLICTS. N/F LANDS OF 19"1 �• :% {? ( _` GIBES OIL COMPANY LIMITED PARTNERSHIP 0 D.B. 010745, PG. 390 CENTERLINE LIGHT o0 LIGHT PROPOSED SINGLE 250 WATT AREA STYLE:FIXTURE: GENIE LIGHT (SPRING CITY ELECTRICAL 4 MATER.: CAST ALUMINUM "SAVANNAH GENIE" SERIES, TYP. 2 1 PLACES) I 0, 16 1.1. L� , i�. � i I . t'f . ► j / rT }r r o � ........ - C6 . '.'.. ... to t i l it i� .... .. ... ...... ......... ; ........ ... . ..'.'............... .'.'.'..'. ...'...... PROPOSED SINGLE 175 W BUILDING ... .. ....... .... .. .. ... ... .. .. ... ..... .......... .. . /-- MOUNTED LIGHT (COOPER-LUMARCK = o No. MHWC-175 MOUNTED AT 9' . ) z '.•..'.' ... .. :. .. ..•... ' '. '.•..'............ ........ (TYP. 4 PLACES) o .. z 7 j ...7 ; .. ..... . O MAF 34 { ....... . .... / M r KIAP 34 i t LAMP POST: ... �- LOT 441 STYLE: NORTHAMPTON STEEL c ... ... ...... .............. ... . . .. ....... .. . .. ... LOT 443 N/F LANDS OF N/F LANDS OF O GEORGE E. MAGUIRE ••'• '•• ..... r ' ' JEROME R. SOUSA, JR. .. .. ............ ... ...... ........ ... CN TRUSTEE OF SOUTH RIVER REALTY TRUST ....." ". D.B. 9731 PG. 366 D.B. 7021, PG. 283 0.. �:.: t. . .•. o ... 4i to ........ ............. ... .......... .............. .... i , I . I I PK NAIL. I j I L °LINE ON J '? , x. 14.• PROPOSED SINGLE 1000 W AREA LIGHT-- j ACCESS DOOR (LSI No. CTL-FT-1000-MH-F) �- ` I CONC. WALK (MOUNTED AT 22', TYP. 2 PLACES) j 1/2"I CONDUIT STUB-UP U �Z -� - - ---- - ----------- YARDLIGHT ELEVATIO'w OD / \ I HOT DIP GALVANIZED ,il Q L ANCHOR BOLTS (if o 7I CONCRETE > 00 LSI LIGHTING SYSTEM`' CURB N 0 OI CITATION SERIES-100.)W •' li 200 -� \ ---- - - - - - -- -- -- - -- �/ I MODEL: CTL-FT-1000-MH-F-120'V, WHITE - -- - - - ` - I 3/4"( x 30" LONG I I I LAME: 1 000 W METAL HALIDE L� - - 1_ / \ GALVANIZED II O. {; 0. 2 j a ` '�-. -- - - -- - - - -- - - -- --� j PROPOSED LIMIT OFONELENS: CLEAR FLAT TEMPERED GLASS ANCHOR BOLTS - - TYPICAL POLE FOUNDATION I � i I� I i 4,500 PSI CONCRETE 22' YARDLIGHT DETAIL I (5) #2 TIES ® 12" Q.G. -- - -�- --- --- -- - I NOT TO SCALE I / ICAL \ I I ONE) N)E AC T EACH CORNER - - - - - - - - - - - - - - - -- ---— ` 24" SQUARE OR ,J O ELEVATION 28 DIAMETER PROPOSED LIMIT OF ONEI TYPICAL DECORATIVE AREIA LIGHT DETAIL I FOOT CANDLE CONTOUR P + R a P + R i 1/2"=1'-D" LIGHT POLE & FIXTURE MANUFACTURED BY : SPRING CITY ELECTRICAL MFG., CO. HALL AND MAIN STREETS SPRING CITY, PA. 19475 O PROPOSED 250 W CANOPY AREA LIGHT I 1 O (LSI No. SC-S-250-MT-WHT) OREQUIVALENT T (MOUNTED AT CANOPY UNDERFACE) (TYP, 12 PLACES) O I ' GRAPHIC SCALE O O I I 'k, 10 0 5 1D 20 40 O lLr) U)� P + R ❑o I n P + R �.r_---------------- u �J - J /� ( IN FEET ) 0 1 inch = 10 ft. 1 O O O 1 .0)i ,.}. 1 i U. E: ,) ? ►I / RR SPIKE RR SPIKE �I 8011L �i�ll aN�l c�I Il�ylel � � �FOUND FOUND P•0•B• cel GJL��J ddd��o��lll vvlll d��l �� 11 cc��Jl cr�:o 0 0 0C C n _ A 272,87' - w • CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS �� , NORTH WALES, PENNSYLVANIA VALLEY STREAM, NEW YORK • 110.00 o W 352 TURNPIKE ROAD, SUITE 105 rr t. ft :� N �5 p0 SO E (215) 393-8300 (516) 872-2000 ` . 1 'T' `�' t-)' '" II o STERLING, VIRGINIA SOUTHBORO, MA 01772 WATCHUNG, NEW JERSEY \ II m a (703) 709-9500 (508 480-9900 (908) 668-8300 p • • 3 uj o PROJECT: AMERADA HESS CORPORATION TITLE: -------------------------------------- _ _ _ ________-____-_ --______ w 4 PROPOSED HESS EXPRESS W ASSESSOR'S MAP #34, LOT #442 --��-1--- Z z 295 DERBY STREET, CITY OF SALEM LIGHTING PLAN ESSEX COUNTY MASSACHUSETTS o SCALE:(H) 1 "-1 0' DATE: T E W. D . GOEBEL S.P . � � EY V NONE 8/14/01 SHEET No. DRAWN BY: PROJECT No: D7RBY. J .i 1 = - - - - - - - - - - - - - - - - - - - - - - - - - - - a� SI Ivy, JSC W010719 DeC:O S_EY CHECKED BY: CAD 1.D. : — — — — — — — — (A.K.A. ROUTE 1A) _ _ — — — — — — — — — — — — — — — — — — — PROFESSIONAL ENGINEER P SSIOfQAYILENGI E 0 CD LMD W010719SS5 r!� r MASSACHUSETTS LICENSE No. 42644 MA AC rrYJ 424 LO F 13 RHODE ISLAND UCENSE No. 7268 NE ��, ��Yuo 308 REV, No. CONNECTICUT LICENSE No. 21854 MAIN (PUBLIC-VARIABLE WIDTH R.O.W.) NEW HAMPSHIRE LICENSE No. 10280 VERMOI� ��1f1��7 TF MAINE LICENSE No. 9490 ` ., ; : ' CONSTRUCTION CHECK DATE 2 EROSION CONTROL NOTES EROSION & SEDIMENT CONTROL NOTES DURING CONSTRUCTION 1. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE AS SET FORTH IN THE COMMONWEALTH OF MASSACHUSETTS "STORMWATER DESIGN AND INSTALLATION STANDARDS MANUAL', (LATEST EDITION), 1. WINTER CONSTRUCTION (PERIOD: NOVEMBER 1 THROUGH APRIL 15. 2. THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED � _ N CONDITION FOR A MINIMUM TIME. AREAS SHALL BE PERMANENTLY STABILIZED WITHIN 15 DAYS OF FINAL 8p 1211,30 2. WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT NO MORE THAN 1 ACRE OF THE SITE IS GRADING AND TEMPORARILY STABILIZED WITHIN 30 DAYS OF INITIAL DISTURBANCE OF THE SOIL. IF THE DRILL HOLE "� .� " WITHOUT STABILIZATION ,AT ANY ONE TIME. DISTURBANCE IS WITHIN 100 FEET OF A STREAM OR POND, THE AREA SHALL BE STABILIZED WITHIN 7 FOUND ° ,_ '�+ .,_ IN SO / DAYS OR PRIOR TO ANY STORM EVENT (THIS WOULD INCLUDE WETLANDS). ° ° 0 _ t••� 3. EXPOSED AREA SHOULD BE LIMITED TO THAT CAN BE MULCHED IN ONE DAY PRIOR TO ANY SNOW EVENT. 0 3. SEDIMENT BARRIERS (SILT FENCE, HAY BARRIERS, ETC.) SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE ° ° o ° ` 1 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 o ° 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 ° o ° d• 0 `. 1 "`� .�„ �►„� WITHOUT EROSION CONTROL PROTECTION AS LISTED IN ITEM 2 ABOVE. FOR ALL SLOPES GREATER THAN 8%. N o ° ° ° ° ` � � 96.56, APPROXIMATE LIMIT ° ° 0 0 _ 1 OF WORK 5. AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER 4. INSTALL SILT FENCE AT TOE Of SLOPE TO FILTER SILT FROM RUNOFF. SEE SILT FENCE DETAIL FOR PROPER o ° MULCHED WITH STRAW OR HAY AT A RATE OF 100 LB. PER 1,000 SQUARE FEET (WITH OR WITHOUT SEEDING) OR INSTALLATION, SILT FENCE WILL REMAIN IN PLACE PER NOTE 5. O ° 00 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 ° ° O ° ° ` '� .` FOUND 6, BETWEEN THE DATES OF OCTOBER 15 AND APRIL 1ST, LOAM OR SEED WILL NOT BE REQUIRED. DURING PERIODS IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL OF SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE 0 0 0 a� 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 ?1 0 ° 0 0 _ 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 P3 0 0 0DATE IS AFTER NOVEMBER IST AND IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED AND IS SMOOTH, THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR ° ° 0 \'� THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200 - 300 % HIGHER THAN SPECIFIED FOR UNTIL AREAS UPSLOPE ARE STABILIZED BY TURF. 0 0 PERMANMENT SEED AND THEN MULCHED. IF CONSTRUCTION CONTINUES DURING FREEZING WEATHER, ALL EXPOSED i ° MAP 34 0 ° AREAS SHALL BE CONTINUOUSLY GRADED BEFORE FREEZING AND THE SURFACE TEMPORARILY PROTECTED FROM 6. NO SLOPES, EITHER PERMANMENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2 TO 1). r 0 EROSION BY THE APPLICATION OF MULCH. SLOPES SHALL NOT BE LEFT UNEXPOSED OVER THE WINTER OR ANY ° 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 f 0 APPROXIMATE LOCATION RN/F LANDS OF 8 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 0 ° PROPOSED SILTATION BARRIER GIBBS OIL COMPANY LIMITED PARTNERSHIP ° BE CONTROLLED BY THE INSTALLATION OF BALES OF HAY OR STONE CHECK DAMS IN ACCORDANCE WITH THE SEEDING UNITL THE NEXT RECOMMENDED SEEDING PERIOD. ) (REFER TO CONSTRUCTION D.B. 010745, PG. 390 DETAILS o STANDARD DETAILS. APPROXIMATE LOCATION OF 8. TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED 45 DAYS 0 SHEET 11) 9 PROPOSED SILTATION BARRIER O 7. A) BETWEEN THE DATES; OF NOVEMBER 1ST AND APRIL 15TH ALL MULCH SHALL BE ANCHORED BY EITHER PRIOR TO THE FIRST KILLING FROST TO PROTECT FROM SPRING RUNOFF PROBLEMS. 0 (REFER TO CONSTRUCTION ° PEG LINE, MULCH NETTING, ASPHALT EMULSION CHEMICAL, TRACK OR WOOD CELLULOSE FIBER. 0 DETAILS ° B) ONTO OPEN AREAS. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 9. DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT WILL BE RETURNED TO THE SITE AND REGRADED SHEET 11) o 3% FOR SLOPE EXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%. 0 0 10. REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSRTUCTION EXCEPT AS NOTED ABOVE. ° 0 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 ° 10 AFTER OCTOBER 1ST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%. SEEDING AS FOLLOWS: 0 0 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 ° ALL BARE EARTH AT THE END OF EACH WORKING DAY. UNIFORM SURFACE. 0 o 0 9. DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND b) APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TESTING IS NOT 0 0 c0 MULCHING PRIOR TO PLACEMENT. FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY ° ................................................................................................................ ° 1 BE APPLIED AT THE RATE OF 800 LB PER ACRE OR 18.4 LB PER 1,000 SF USING 0 0 00 10-20-20 OR EQUIVALENT. APPLY GROUND LIMESTONE (EQUIVALENT TO 50% CALCIUM 1 000 F . N PER 1 8 LB PER S T F3TOSPE C 3 L I T RAE 0 N OXIDE) A A PLUS MAGNESIUM D ( G . o o c FOLLOWING SEED BED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED TO A ° CUE 5% REDTOP AND 48% TALL FESCUE. THE 0 0 MIXTURE OF 47/. CREEPING RED FES IURF MIXTURE OF 44% KENTUCKY BLUE-LAWN AREAS WILL BE SEEDED TO APREM(UM T o O GRASS 44/ CREEPING RED FESCUE AND 12/ PERENNIAL RYEGRASS: SEEDING RATE 0 o IS 1.03 LBS PER 1,000 SF. LAN QUALITY AILITY SOD MAY BE SUBSTITUTED FOR SEED. o o ° R -APPLICATION d HAY MULCH AT THE RATE OF 70-90 LBS PER 1,000 SF. A HYDRO MAP 34 MAPP 3 4 SUITABLE LEOF ASPHALT. WOOD OR PAPER FIBER SMALLBE WING SEING. A T 44 3 LOT 441 LO FOR WIND CONTROL. p O BINDER SUCH AS CURASOL OR RMB PLWS WILL BE USED ON HAY MULCH 0 N/ F F LANDS 0 N'/F LANDS OF GEORGE MAG IRE . o . 0 JEROME R. 5 OU SA, JR. 11. ALL TEMORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE IS STABILIZED. D.B. 9731, PG. 366TRUSTEE OF SOUTH RIVER REALTY TRUST P 83 M 08. 7012 G 2 .P r- ,. . 12. WETLANDS WILL BE PROTECTED W HAYBALES AND/OR SIL ,T FENCE INSTALLED AT THE EDGE OF THE WETLAND OR r .. I O THE BOUNDARYNDARY 0F WETLAND DI TRUBAN CE , o ........................................................................................................... . 0 I 13. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL HAVE AN EXPOSURE WINDOW OF NOT MORE THAN 7 DAYS. 0 PK NAIL o I FOUND 14. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL FOLLOW APPROPRIATE EROSION 0 I ON LINE CONTROL MEASURES PRIOR TO EACH STORM IF NOT BEING ACTIVELY WORKED, - ----- 0 ° �0 I MULCH AND MULCH ANCHORING ° j MULCH � o I 0 ATION MULCH RATE (1000 Sf) PROTECT AREA STRAW OR HAY 100 POUNDS ___ ____ — i WINDY AREA SHREDDED OR CHOPPED 185-275 POUNDS CORNSTALKS 1 STRAW OR HAY 100 POUNDS ° n `� ( 0 j (ANCHORED)* 00 o ` \ ------------I-----'---`'/ j MODERATE TO HIGH JUTE MESH OR AS REQUIRED o _-----------------_\ I VELOCITY AREAS OR EXCELSIOR MAT AS REQUIRED O I STEEP SLOPES GREATER THAN 3:1 ° [IF] 00' ' GREATER THAN 3:1 ° APPROXIMATE LIMIT I A HYDRO-APPLICATION OF ASPHALT, WOOD, OR PAPER (FIBER MAY BE APPLIED FOLLOWING SEEDING. A SUITABLE __ o -------a-•-.` --------- I BINDER SUCH AS CURASOL OR RMB PLUS SHALL BE USED ON HAY MULCH FOR WIND CONTROL OF WORK -----------�'`� —�\ ' MULCH ANCHORING ANCHOR MULCH WITH PEG AND TWINE (1 SO. YD/BLOCK): (MULCH NETTING (AS PER MANUFACTURER); ASPHALT EMULSION ( D ( (0.04 GALLONS PER SQ. YD.); LIQUID ASPHALT (0.01 GAL. PER SQ. YD); WOOD CELLULOSE FIBER (750 LBS/ACRE); CHEMICAL TACK (AS PER MANUFACTURERS SPECIFICATIONS); USE OF A SERRATED STRAIGHT DISK. WETTING FOR SMALL ____________ AREAS AND ROAD DITCHES MAY BE PERMITTED. 00 i APPROXIMATE LIMIT I � OF WORK O I P + R a ❑a P + R a PROPOSED STABILIZED CONSTRUCTION ENTRANCE (REFER TO I 1l CONSTRUCTION DETAILS SHEET 11) 3 j f GRAPHIC SCALE 10 0 5 I0 20 40 oLO N = P + R o o + R = (0 •--------- a ( IN FEET ) APPROXIMATE LOCATION OF 1 inch = 10 ft. PROPOSED SILTATION BARRIER Z (REFER TO CONSTRUCTION DETAILS SHEET 11) RR SPIKE R E � O FOUND 0 0 0 0 0 01 0 0 10 0 1 0 0] o P.O. '^ -. 0 0 0 0 0 0 0 0 0 0 0 0 — ,~z, *CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS* �~00-50•• �� '� �� 1 O • 0 z NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK N 85 E S (215) 393-8300 SOUTHBORO, MA 01772 (51 s) 672-2000 o STERLING, VIRGINIA WATCHUNG. NEW JERSEY o L) (703) 709-9500 (508) 480-9900 (908) 668-8300 0 • a PROJECT• AMERADA HESS CORPORATION � TITLE: • • PROPOSED HESS EXPRESS SOIL EROSION BC --------------------------------- - .- - -- -- -- -- -- -- - ------ ASSESSOR S MAP #34, LOT #442 z Z 295 DERBY STREET, CITY OF SALEM SEDIMENT CONTROL PLAN a ESSEX COUNTY MASSACHUSETTS APPROXIMATE LIMIT W > a s EW.D . GOEBEL Sa SCALE:(H) 1 =10 DATE: INLET TO RECEIVE FILTER FABRIC OF WORK o 1y EY V NONE 8/14/01 PRIOR T0, CONSTRUCTIONE T EN r y DRAWN BY: PROJECT No: SHEET No: Dh "ijY S � o� S JSC W010719� � • CHECKED BY: CAD I.D. 0 o PROFESSIONAL ENGINEER jor P SSIONAYJLENGI LIVID W010719SS5 OF 13 (A,K.A. ROUTE A) N `\ o MASSACHUSETTS LICENSE No. 42644 SAC ft 366 424 O (F.K.A. WATER STREET) N RHODE ISLAND LICENSE No. 7268 NE 0 308 [!2: (PUBLIC—VARIABLE WIDTH R.O.W.) CONNECTICUT LICENSE No. 21854 MAIN L a NEW HAMPSHIRE LICENSE No. 10280 VERMO DJ6� MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE - - - ____ __-1 - ______ I - - ___ - - ___-----,--.,__ - _____ - I - i ------- - -___ ____ __- ___ - - =� . _'_�_.7- -- `7-1_-- �-_ _ - , " , ___-- -, __ -7_--_- - -- --- I I --_-----------_',11 - - , - I ... i __ �---------L--I ----__ - __ __ ______ 1 __ b� - -__ - ___ __ � - . I , � � b I I � I I� � I I . . - � � 8. ,. I I ..:` --I- .1 . . . i b . . .::_1711., . : ; ! . ; I 1 ; I 1 ; - � gi ; i ...:-1 .�f. . j I! ! I !I i t I � .1. - .-.� I ,j-_�� i � . " - �, I ,�1- ,..� ,.j.L.."!--I L: i..i�.... Lf,,1.,I . , i f __ I I - 11- .%Z. I . . 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SHEAR WALL(SEE DETAIL) ... � 1.9._. I . .. .1 . . . . . .1 I .9 1 . .. . . . . 9 . I . I � . � .91. . � SHEAR WALL(SEE DETAIL)7 � * I K)000 A _. - ,&� - � .I __ 4%. I - - - 1*4- 1 1 . - . ) I I-'r �Q . .1 11 ) )- I ) I ) _� , \ _* ;5 / \ __ 8 14- %r W) . 3*DIA. DOWNSPDUT---� / \ .I .I - (TYP.4 PLACES) I i� I % (8 en W) @ . f� I I MEN I - . . � t r10 ) - �� I . . 8-r - -, - f In UTILITY 100 I % -1 / Co 1-1 . @ s 'to rn . to ai / .1 0 / to - . 11 I., .1 . I 0 � - - - -Am IILNYAL) PI) % I HALL tuv in COOLER _< (------) I L *C::1 �2 �z I i ,9. 1 "I" gr_ &-; I �_ I - . in 07 L0 EEO 11 - I :1 I .. I I . . 1 - I 9 t2 $0 re- a I (0 . a) �_ - " uj - LO .1 < I � I to \_6'PVC SLEEVE THROUGH \_3*PVC SLEEVE THROUGH . � . LLJ Q .,- - .. 1b WALL AT 12'A.F.F FOR WALL AT 12*A.F.F.FOR -..I,. 'C-4 " 1. "I SYRUP LINES DRAIN LINES __ \\ PI) 4'PVC SLEEVE THROUGH @ @ 0 ;;@ . IV- Is . WALL AT 40*A.F.F.FOR - - , - � to I . r_ - , 7'-6 3/4' 6'-O 1/4" 1 - �� .1 0 I I u REFRIGERATION LINES L7 1: '_ - : : : If WOMEN -11 I - �� C11 I @ 14- 1 1 ___4 001 0-1 . CD d \ / � I . I V.- . . �_� z % *1 �_) 3.- 1 1 1 10'-3 1/8' 112 It I@ \., / . - r- � I � . n 0 .1 ").I I m t�I -' �, � . - I 0-1 . \,��4 / 04- L ,�z .- .1 - 19 - .Zm� - I p - - - - - - - - I - - - , I I C) r- (I I I - A . CNI 0 : .1 , � * ' 0 to I to " co % * � I _::�. : .I I - CAM LOCKS ON COCLER-/ I r- 16 2� 010 : :@ WALL AND CEILING PANELS � GRAPHIC SCALE C%j ; Im I W) . p " I I AT MODULE LINE TO BE ; r-) ! . REFASfENED. 4 0 2 4 8 16 � I � I I __ I I I u-1 . I ____ I : � : :@ � . FIWR=�=�� t . . ! 11 . 9"1 3'-0 13- 1 1 ( IN FEET ) �?� I MIN. - - - I I 0 rR I I I I I 10 1/4 inch = I ft. 0 4 I I 1:71 b CNI W I I Im I I I _; I I I I Im : :@ . OFFICE I I I I I . I t2 t2 : I I SALES I" v I I I I I - %, *CN �!. I ; w I .I I I I I I 9 : in 0 I &� -C> CASHIER I I I I _30 7 _;1 k I I I I � �q (A __ __ I : :@ BOEILER ENGINEERING.* 110151vog, I I I I I 11 12 : . 9 w a CIVIL & CONSULTING ENGINEERS- PROJECT MANAGERS - ENVIRONMENTAL & SITE PLANNERS - MUNICIPAL ENGINEERS- f I I I I I in > I— ; I I I I z I V, 0 352 TURNPIKE ROAD, SUITE 105 L) bi 1120 WELSH ROAD, SUITE 200 ; I I I I I m 70 EAST SUNRISE HIGHWAY, SUITE 609 - I % , m NORTH WALES, PENNSYLVANIA 19454 SOUTHBORO, MA 01772 d � I I I I 1z � :@) VALLEY STREAM, NEW YORK 11581 = � r10 X ell 0 i . I I I 1 9 1 1 < U (215) 393-8300 (508) 480-9900 (516) 872-2000 1 in . w �w 0 V. � I I I I a. I ; m uj I . 9 4 m 1. I . � I �__ ( p - 0 PROJECT: AMERADA HESS CORPORATION TITLE: . = - I I � I ; , - - � I � . - 04t I . E-�!�i� (a � - - �qL.__.___.__.____,__ I - -_ I I PROPOSED HESS EXPRESS 9 1 SHEAR WALL(SEE DETAQ1 i i��2��l ; SHEAR WAU(SEE DETAIL) � � ASSESSOR'S MAP #34, LOT�442 @ �., If ; ) @ an TRANSACTION DRAWER �___." \1--.1-11 z z 295 DERBY STREET, CITY 0 SALEM BUILDING ELEVATIONS WITH SPEAIG 0 < I ESSEX COUNTY, MASSACHUSETTS ui I -___,� I I.., � C -1 ,I I I . SCALE:(H) 1/4- 1: DATE: W of ID 0 F I M i/ " 12/1 SHEET No: w w E W. D . GOEBEL S.P. , E I . (L a- & . I - I I 1 3-2 3/4' IS-4 1/4' - 9'-6- 1 2'-D' ; IS-4 1/4' E ST _N ` .. DRAWN BY: PROJECT No: � I 2'-O 1 . I 7*-4" 1 0 I . V- � � 0 . I WO 1 0719 . E 41 1 1 1 M I X 1 -4 6'-1- �4-3" 45'-O* 81-0. . D 44 i I CHECKED BY: CAD I.D. J: 9) #-p � . .:!/ E - � N ON PROFESSIONAL ENGINEER J, P 4,dt I S S I 0 IqXI L VNG 1 9 LMD 4- 4. 0 -, Q> ;%5AC S 3? 4 E ' I I � 9 . .� . -6 MASSACHUSETTS LICENSE No. 42644 m C.�. _14 I �,' ,�, 0 RHODE ISLAND LICENSE No. 7268 NE4 40 , � 9308 __ , -0" N - CONNECTICUT UCENSE No. 2IB54 MAIN ,I 1. . -- REV. NO. , " SCALE: 1/4* = I' �; NEW HAMPSHIRE LICENSE No. 10280 �O 11 , .If . 0 - 2 Cq - 0 . I I I I I ---I - I w I I AI 11 __ __ - .CONSTRUCTION CHECK DATE I I . 9 1 � � II I I I -_i`- " "� t , , I i I I , - . I I� I 1 8" * I - " I 1-11 � I " ' ' ' I- ' It 1."* �t � _j " ,L--'[ .1' �-- " I -1 I I'. I "*' I t.- L -I � it""l- fi - 11 I . I I .1 i I I � - I -I-' -' -I.",- - 11 I j I - I - � !,,,-I>1i1!!`1i`,., t`�,_� I. i -J i�l i- i -F �1_1 - I i i I i I - I I �-� , Ill I.., I ; - ' I [ - -i 11 1� ". - I "j. � 7- I..-i'.-,"i"i L�l j.) i si,I;!'t.01,-�[,'I 'L ,-i�-,j ..I�, -I I�,�-��Ii I � I , I f I � / � � I . I 9 1 9 9 1 - - .__ - ____ - ___ ___ � - - __ __ � � __ - I - __ ! I I - i. i . i I I I �I � I . . I � . 11A_i _ _ ___7 - �� _ , � I --- .________ ._ 11 � . -1 .- I I I I � I ------7 11 - - - - _ -__._. ._.... ......._ _ __ _ _ ,: �. 314+Tr-"+.•+,�w."w-r•-.-.•.a,�..-..-..r-•--r----------•--- • i 1 1/2" R 1/2" R "HANDICAPPED PARKING ONLY" SIGN j ...,..�.,. ..�..,,_, ' CONC. WHEEL 12'-7 5/8" ;; ;'';; ,:'� 4000 PSI AIR ENTRAINED CONC. STOP '' •' CURB REINF. W/ #4 BARS TOP on Y-0" V-0' ., un o I ----- ----- ---------------- --------------------------- ----------------- ------------ ( US CONCRETE AND BOTTOM BY CONTRACTOR) w w w ' 4'� PAVEMENT SURFACE 0 1/2" BITUMINO CON E " EXPANSION JOINT ! - " CONVCRETE ISLAND MAT -4000 P.S.I.PC� '�'•' Z " ! SURFACE COURSE (TYPICAL) �' ISM , 4'-4 1/2 4 WHITE 28 DAYS (THICKNESS VARIES) :,;,••: STRIPING (TYP,) SPLITFACE CMU WALL 2 t/2" BITUMINOUS CONCRETE PAINTED , BASE COURSE ao 4 j `: OD '� '�'`;•._ Lw (4" WHITE) 4 _ (n z :.'`; ", +'.•; Lw j HANDICAPPED 8" CONCRETE TANK MAT -4000 P.S.I. GRAVEL BASE � •d'—" , • 4 , a ' •- I 6" AIR ENTRAINED 4000 PSI CONCRETE w ;.,�.;.�. .•• •.' ! ® :28 (THICKNESS VARIES) TACK COAT i SLAB REINFORCED WITH 66-42.9XW2.9 z :•; ! VERTICAL EXISTING BITUMINOUS t o' ' 1 v d I W.W.M. SET 2 1/2" BELOW TOP OF _ ;;':; ` '' i i NEw EXIST, 4 10' SLAB, " SURFACE CONRETE AND BASE d 4 I ; 5-4 ' A 4 d 4. '' SUB-BASE (BY CONTRACTOR) , - _. -.,r >• �_ ' I I Q rr i � 8-0 8'-0 ¢� d' 4 SCHED. 40 STANDARD STEEL PIPE ! r r 1 Q, a YIN I " I " I f MATCH EXISTING GRADE c a d FILLED WITH CONCRETE AND PAINTED ! NOTE: TRANSVERSE JOINTS SHALL [BE ; 1/2" FULL DEPTH ASPHALT IMPREGNgATED i I SAWCUT 1 v ! GREY, FIBER EXP, JOINT RECESSED 1/4" IIN iv 1-7 _____ I __ _ FROM THE FRONT FACE AND TOP OIF i 1. ALL TRAFFIC MARKINGS AND PARKING STALLS SHALL BE PAINTED WITH WHITE TRAFFIC AND TACK COAT VERTICAL SURFACE A PAINT IN ACCORDANCE WITH THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES". I SEAL JOINT AFTER INSTALLATION B v I LINE OF FOUNDATION BELOW. THE CURB ® 20'-0" MAXIMUM. OF NEW PAVEMENT SEESITEPLAN FOR TRASH PAD ' ON SITE CONCRETE CURB DETAIL ' HANDICAPPED STALL MARKINGS LOCATION. CONCRETE & BITUMINOUS CONCRETE t NOT TO SCALE NOT TO SCALE PAVING DETAIL NOT TO SCALE 5/8"OX2'-6" LONG STEEL DROP ROD ! I INSERTED INTO 3/4"0 PVC SLEEVE. „ I NOTE: , WHERE CLEANOUT 'C.O." CAST IN SECURED COVEROCCURS i I ,MASONRY TRASH PAD ENCLOSURE IN ASPHALT PAVEMENT > ' /5 BARS 3• FROM TOP OF SLAB (N IN WATER TIGHT AT) IF LOCATED) SET INA 2'-0• (WITHIN ISLAND MAT) ' X2'-O- x 11 1/2' ASPHALT PAVEMENT PROPOSED BUILDING THICK 4000 PSI AIR I WITH VINYL GATE: CONCRETE SLAB. �+ NOT TO SCALE j FULL HEIGHT OF CURB ' SLIDE BOLT `tiy. •V i: i CURB TRANSITION 2" FACE TS 2"X2"X.25" STEEL TUBING BOLTED ro FULL HEIGHT OF CURB 1" RADIUS STEEL TUBING MITERED AND WELDED AT ''-0' •JosAM• 38880 SERIES ROUND FLANGED t " 2r, PAVEMENT TO METAL FENCE RAILS BEYOND HOUSING / HEAVY DUTY CAST IRON COVER + 1/2 DEPTH TYPICAL CORNERS ! CONTRACTION JOINTS MAX 5 j SURFACE P.V.C. C.O. CLEAR OF CLEANOUT - HOUSING COVER : 2" X 2" WWM ! EARTH FILL PLAN TS 2+'X2"X.25" STEEL DIAGONAL TUBING--- P.V.C. C.O. AND PLUG ELBOW I CLEAR of GLEAN our i PROP, CONIC, CURB W / ! w WELDED AT CORNERS (TYPCIAL) HOUSING/COVER FLUSH WITH WALKWAY j TRANSITION CURB DETAIL WYE SEE DRAWINGS / PROPOSED WHITE ALUMINUM FENCE SLATS 4' AIR ENTRAINED CONIC. / BUILDING NOT TO SCALE FURNISHED BY AMERADA HESS AND ! 4,00o P.S.I. ® 28 DAYS PAVEMENT ASSEMBLED AND INSTALLED BY j / CONTRACTOR FLOC I a" I-8 SOIL AGGREGATE 8 ! ; APPROVED COMPACTED SUBGRADE —� SECTION STEEL HINGES WELDED TO SIDE NOTE: OF STEEL TUBING (TYPICAL) APPROVED BEDDING MATERIAL I 1, MIN. CROSS SLOPE 1/4" PER F007 PITCHED TOWARDS ROADWAY. p. ! SELF CONTAINED AIR ( �I j (SEE DETA+L) 2, PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT 20' INTERVALS. ! ' e!• ' ' COMPRESSOR/METER WITH PEDESTAL SELF CONTAINED AIR TER WITH" ' " - ! -- ` INSTALLED BY CONTRACTORFURNISHED BY AMERADA FURNISHED FURNISHED BCOMPRESSORY AMERADA HESS, ESTAL 0 ME 5/8 bX2 �r 6 LONG STEEL DROP ROD INSERTED �`' ° p i INSTALLED BY CONTRACTOR ON - SITE SITE SIDEWALK DETAIL ' LJ UU INTO 3/4 PVC SLEEVE (TYPICAL) TYPICAL CLEANOUT DETAIL NOT TO SCALE I NOT TO SCALE I --' •, REAR ELEVATION VINYL GATE AT I j •• .� •• ►'' ALIGN SEAL-OFF WITH MASONRY TRASH ENCLOSURE _ .... .. _......_. _.. ... .._ ._....__.... .......... ............ j •:' D• INSTALL CONCRETELFOOTINGS i HANDHOLE IN POLE . ►• ' •' a 6" BELOW FROST NE, 2'-0" MINIMUM DEPTH ' EXPLOSION PROOF SEALING FITTING NOT TO SCALE ! " CONTRACTOR HANDHOLE WITH COVER 4000 P.S.I.j ' .. � ' � WITH GROUNDING JUMPER BY (TYP)CONCRETE ! o . ►• . . ► I j 1 .p •'' I ALIGN TOP OF BASE FLUSH W/ 10'-4 3/e" Ln . ' '. . : ADJACENT CONCRETE CURB ' • ' ! .'. 0i. '.' • > 1" CHAMFER BROOM FINISH 4" 9'-4 3/8" N I ASPHALT SURFACE COURSE `• I I I I I I I I J I I • • • . ' ! • LANDSCAPE ASPHALTSMOOTH FORMED/ RUBBED >v SLOPE . . ' ' i • PLANTING AREA ABOVE GRADE HITE FENCE RAILS3 g 1v STONE BASE COURSE • , • 0:1 MA • , ' • ! •p •r 'p ► a ;•�.a • `' N MITERED AT CORNERS "1, • ; 2,500 P.S.I. y COMPACTED APPROVED •,. ► �p ► ' B� CONTRACTORNCRETE • • • .a• • ' ' COMPACTED SUB BASE CURB E GE BROOM I , ' - • I (4) 1/2 X 28 ANCHOR B BACKFILL o p C•> FINISH I (32" LAYOUT 28" + 4• HOOK) "•' o t�ao j 26" EMBEDMENT (FURNISHED •d �• o 1 ! AND INTALLED BY CONTRACTOR) „ 1 I L3/8" RIGID CONDUIT 24" MIN. 4" ` f • " ASPHALT PAVING DETAIL 13 -o 2,500 P.S.I.CONCRET(E 6" CONCRETE CURB ! BELOW FIN. GRADE UNDER FOOTING BY CONTRACTOR ! PAVED AREAS, BY CONTRACTOR NOT TO SCALE f I 6'-0"(L)x3'-0"(W) INSTALL'CONCRETE FOOTINGS HANDICAP RAMP DETAIL IMPREGNATED ASPHALT ' j MINIMUM DEPTH LINE, 2'-0" t IMPREGNATED PREMOILDED ' ! FILLER UNDISTURBED SOIL (MIN. "� I NOT TO SCALE j j BEARING 2,000 LBS./SQUARE I i PLAN VIEW Fool) VINYL GATE AT MASONRY TRASH ENCLOSURE AIR TOWER PAD NOT TO SCALE AIR TOWER DETAIL NOT TO SCALE NOT TO SCALE I GENERAL NOTES: PAVEMENT OR GRADE TOOLED JOINT TO ALIGN WITH ADJACENT CURB 1. FOR PAINTING REQUIREMENTS SEE MASTER S>PECIFICATIONS. j CONIC. OR ASPHALT TURF ! ! 4" CONCRETE SLAB/SIDEWALK REINFORCED I PAVEMENT SURFACE 4•TOP Sols 2. ALL METAL RAILS AND SLATS FURNISHED BY AMERADA HESS AND I i s" WITH 6x6-2.9x2,9 W.W.M. SET 2' FROM I ASSEMBLED AND INSTALLED BY CONTRACTOR. ; BACKFILL W/SUITABLE EXCAVATED ' R 2 THE TOP, MATERIAL OR SELECT GRANULAR i , I I SURFACE OF . ;"e;° 3. CONTRACTOR SHALL SUPPLY AND INSTALL ALL MATERIALS UNLESS BACKFILL AS DIRECTED BY AMERADA OTHERWISE NOTED. i ► I I HESS CORPORATION'S MECHANICALLY TAMPED PAVEMENT '+.,'y;wry�A ,:' + u►+asr. EARTH g ,, ,5 ! . OR CONTROLLED m IN 18" LAYERS FILL c 3 1/2' O.D. SCHEDULE 40DOU{ ! - o 'j •::% I 4. WELDING SHALL CONFORM TO THE AMERICANI WELDING SOCIETY '' " ` '''71''''•` �' •:•,;,.• FRP PR DUC .. .•�. „ ,.., •' ,!••• STTAINLESS STEEL INVERTED I I SIDE SLOPES IN ACCORDANCE WITH i 1 +r:r:y! i FRP PRODUCT Iv. 1 a•': PIPING SPECIFICATION D1.0., LATEST EDITION, AND WLEDEFR SHALL BE CERTIFIED ,. "uJ” BUMPER FILLED W/GONG.; APPLICABLE REQUIREMENTS OF O.S.�+.A. , ,.;� I I .e.,; 6" POROUS FILL j IN ACCORDANCE WITH SAID CODE. SEET BUMPER 1'-0" CLEAR OF I & OTHER GOVERNMENTAL REGULATIONS SINGLE WALL VAPOR RECOVERY ISSLAND FASCIA o �'• CONTINUOUS #5 BAR 6" 6" PIPING 1 CONCRETE PUMP ISLAND =_—__ ' (TYPICAL) BASF els 5. ALL STEEL FABRICATION AND ERECTION SHAaLL BE IN ACCORDANCE N �y '—.--- PEA GRAVEL , WITH CURRENT A.LS.C. SPECIFICATIONS. .`i• W//STAINLESS STEEL FACIA ---- HAND-PLACED BACKFILL SUITABLEp_elo: 3-D" STONE OF GRAVEL .o co EXCAVATED MATERIAL OR GRANLLAR " SEEAL GAP AROUND STEEL BUMPER ___———__ /� SELECT BACKFILL AS DIRECTED BY AMERADA j '/BUSHIN GS DIti W// SEALANT/BACKER ROD _-- —' CORPORATION ENGINEER MECHANICALLY 6. ALL WELDS AND SHARP EDGES SHALL BE GFROUND SMOOTH. s" REINFORCED CONCRETE I --= TAMPED IN 6" LAYERS I e• 2 ,• r 6• RADIUS ALL PROTRUDING CORNERS. .••• r; PIAVEMENT SURFACE O� --- 1 ASTFM-36, :`° �" , 'e °: ''•' SEWER WATER PIPE 7. ALL SQUARE AND RECTANGULAR TUBING , ; �.:; : ,: :. :r: . / TOE FOOTING DETAIL , PRODUCT PIPING DETAIL ;�:%',' �r .: ' '::,' ' :`. ;',e, " NOT TO SCALE N.T.S. 8. ALL FOUNDATION CONCRETE SHALL HAVE A (MINIMUM COMPRESSEIVE I :...< .;• . GIROUT TOP 3 OF SLEEVE, , STRENGTH OF 3000 PSI AT 28 DAYS AND A MAXIIMUM AGGREGATE SIZE �'t t, ? ';. : . ;,�-:`;' RIECESS 1" FOR SEALANT OF 3/4". r,.� , �;� 1 ='s-> ,•'i'': FULL GAPS UNDER AND AROUND04 4 x 0.D. I .�. .�•�Y, I :.�,�.,* J S:7EEL TUBE W MASON SAND 36" MINIMUM COMPACTED BANKRUN SAND do GRAVEL ! °D 9. FOR ACTUAL GATE LOCATION SEE SITE PLAN AND INSTALL AS i ' " OR CRUSHED STONE AS DEEMED NIECESSARY DIRECTED BY AMERADA HESS REPRESENTATIVE. ;'•: * 5S SCHEDULE 40 PVC SLEEVE BY AMERADA HESS CORPORATION'S ENGINEER, t z !' :' `''•�'` CIVIL & CONSULTING ENGINEERS PROJECT MANAGERS ENVIRONMENTAL & SITE PLANNERS MUNICIPAL ENGINEERS v w NJSTALL CONCRETE FOOTING & NOTE: EXCAVATIONS IN EXISTING PAVED ROADWAYS SHALL BE COORDINATED WITH THE CITY OF SALEM ! o NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK Lj g• 6°* SLEEVE PRIOR TO POURING PUBLIC WORKS DEPARTMENT OR MASSACHUSETTS HIGHWAY DEPARTMENT AS APPLICABLE, ! (215) 393-8300 SOUTHBORO MA 01772 (516) 872-2000 6i REINFORCED CONCRETE SLAB I o 2 STERLING, VIRGINIA + WATCHUNG, NEW JERSEY AND ALL EXCAVATION SHALL BE PAVED WITH TEMPORARY BITUMINOUS PAVEMENT I o (703) 709-9500 (508) 480-9900 (908) 668-8300 FROM THE DATE OF ORIGINAL EXCAVATION UNTIL PERMANENT PAVEMENT IS INSTALLED. m ° AMERADA HESS CORPORATION o PROJECT: TITLE: PROPOSED" ESS EXPRESS U" TYPE BUMPER POST DETAIL TRENCH PIPE BEDDING CLASSIFICATION ; ASSESSOR'S"MAP 34, OT 442 NOT TO SCALE ! a 295 DERBY STREET, CITY OF SALEM DETAIL S H E E T NO SCALE W ESSEX COUNTY MASSACHUSETTS j a a W.D . GOEBEL S.P. P, �j SCALE:(V) SHOWN AS DATE07/1701 SHEET No: j E �,,<�" Yt� DRAWN BY: PROJECT No: 0 • ! c°v �' ST EN JSC W010719 -a O ; CHECKED BY: CAD I.D. 1 a 0 PROFESSIONAL ENGIftmy NEER P SS f �ILENGI E'� LIVID W010719SD2 OF 13 i N '^ a MASSACHUSETTS LICENSE No. 42644 SAC USEIw 3 0. 424 RHODE ISLAND LICENSE No. 7268 NE - RE LIC w 308 REV. No. ! ! N CONNECTICUT LICENSE No. 21854 MAI 993.E ! > NEW HAMPSHIRE LICENSE No. 10260 VERM MAINE LICENSE No. 9490 A� CONSTRUCTION CHECK DATE 2 _ I , i NOTES: 1, ALL STRUCTURES SHALL BE SUITABLE SEE CHART 1 PUBLIC { i FOR H-20 LOADING AND SHALL MEET THE I { REQUIREMENTS OF ASTM C478. R.O.W. ` 30" I 2. USE PRECAST FLAT SLAB TOP FOR I 1 GREEN BORDER SHALLOW INVERT APPLICATIONS • l t RESERVED: WELDED CAP PLATE • O O O ! PARKIN GREEN LETTERING I EXISTING GROUND n„p I (BY CANOPY FABRICATOR) O i R7-8 j BLUE BACKGROUND 1 WITH WHITE SYMBOL or R1-1 SIGN � DOMED STRAINER •\\/\\ // \\ { I I (BY CANOPY FABRICATOR) WHITE DECK PANELS ) { � � WHITE BACKGROUND I (BY CANOPY FABRICATOR WHITE BACKGROUND T 24"SQ. HEAVY DUN FRAME & GRATE CONCRETE CURBING OR f i i VAN i COLLECTOR BOX C.I„LeBARON LF-244 3-FLANGE OR n ACCESSIBL , BLUE LETTERING (BY CANOPY FABRICATOR) DRAIN TROUGH APPROVED EQUAL (SEE GRADING & BIT. CONC, CURBING SEE 2-1/2” CLEA IDE APPROPRIATE ! i (BY CANOPY FABRICATOR) ' PLAN FOR LOCATION AND TYPE TRANSITION BETWEEN ( o O � RED BKGND � - BLUE BORDER , SHROUD (BY CANOPY FABRICATOR) � { UTILITY SHEET FOR RIM ELEVATIONS) STABILIZED CONSTRUCTION � 1 � STEEL TUBE COLUMN, MIN. 5/16" WALL PROFILE ENTRANCE AND PUBLIC R.O.W. { j { THICKNESS (BY CANOPY FABRICATOR) n j FINISH GRADE I SEALANT, BACKER ROD & 1/2" SEE CHART 1 I WHITE LETTERS { j FIBER EXP. JOINT (BY CONTRACTOR) 1 LAYER 66-W2.Ox2.0 W.W.M. SET 2-t/2" FROM TOP OF ! �go� MORTAR 3 SIDES I j SHOP CUT OPENING AND REINFORCE ISLAND (BY CONTRACTOR) I " ea R 25' i W/10'x8"x5/16" TO MAINTAIN goo$' j I STRUCTURAL INTEGRITY OF COLUMN TOP OF HIGHEST ISLAND I �� oS - " TWO COURSES OF BRICK t ! (BY CANOPY FABRICATOR) (BY CONTRACTOR) —�_�_�—�= MASONARY MINIMUM, FOUR ' O i + s" REINFORCED w MAXIMUM, BED FRAME AND PRIMER, SEALANT, BACKER " A BRICK WORK IN 3/8" MIN. CONC. PAVEMENT ROD & 1/2" FIBER EXP. , TO FULL MORTAR BED. (BY CONTRACTOR) PRECAST REINFORCED 6 THICK CONCRETE CONE PUBLIC i 1/4" x 1 2" LG. PIN HD. BOLTS I a. 4 JOINT (BY CONTRACTOR) I VARIES / / I :a OR 8' THICK FLAT EXISTING RIGHT O WITH NUTS & LOCK WASHERS I `O °a' •6 3" SCHEDULE 40 POLYVINYL CHLORIDE LID (WHERE BURIAL ' GROUND OF z 0 I ; " (PVC) ELBOW (BY CANOPY FABRICATOR) IS SHALLOW). �— WAY ' O ItO 2.50 GALV. U-POST I COMPRESSIBLE FILLER (BUTYL RUB a . MIN. BOLT PROJECTION (THREADED) ALL JOINTS j p { d EMBEDDED 3'-0" COMPACTED SOIL { NON-SHRINK 4 -0 w 0 } BELOW GRADE (BY CONTRACTOR) ENCASE COLUMNS WITH MIN. 2'-0' { MORTAR ® PIPE { OF CONCRETE, TYP. (BY CONTRACTOR) I OPENINGS ALL FLOW - GAS TRAP TO BE LEBARON I BELOW LOW POINT OF ° e. ' 4 I AROUND SEE PLAN FOUNDRY OIL & GREASE { Opp O I PAVEMENT UNDER CANOPY. , . ° a " A REINF. CONC. FOUNDATION TRAP OR APPROVED EQUAL } Q O I VERIFY WITH AMERADA (BY CONTRACTOR), SIZE BY i QR INV. R 25 I e O 1 NOTE: ! HESS REPRESENTATIVE a •° v, CANOPY MANUFACTURER. O i USE THIS SIGN WHEN THERE ? a a' { OUTFLOW PIPE PLAN VIEW � I Q 6` HDPE DRAIN UNE • d• a• a ( 18" DIA, I z I n O { IS NO SUPERSEDING LOCAL ! INSTALLED IN FIELD (BY a as 2" NON-SHRINK GROUT MAX.)) u I O } 1 CONTRACTOR), SEE SITE 5 Ij o SIGNAGE REQUIREMENT, a. (BY CONTRACTOR) PLAN FOR SIZE AND o [V • i I ARRANGEMENT p e WELDED BASE PLATE { : 1 ..a ° ° " a (BY CANOPY FABRICATOR) I GD { 4 ° ° ANCHOR BOLTS (FURNISHED & � 12" COMPACTED GRAVEL B PERCENT SLOPE OF ROADWAY LENGTH OF�STONE REQUIRED I " STOP " { A.D .A. ACCESSIBLE INSTALLED BY CONTRACTOR), , — — — _ — _ _ - ! UNDISTURBED EARTH SIZE BY CANOPY MANUFACTURER.. COARSE GRAINED SOILS FINE GRAINED SOILS I MIN, 2000 P.S.F. FOUNDATIONS BEFORE INSTALLING ! COMPACTED SUBGRtADE 0 TO 2% 50 FT 100 FT NOT TO SCALE BEARING CAPACITY NOTE: SET COLUMNS ON j PARKING SIGN 2% TO 57: 100 FT 20OFT I f CONCRETE ISLAND AND SLAB >57 ENTIRE ENTRANCE STABILIZED WITH FABC BASE COURSE (1) {.___... ..... _._ _._..._ - ..._.. .. .._ { NOT T { (1) AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. 0 0 SCALE i { TYP. PRECAST CONCRETE I SECTION OF CANOPY COLUMN CHART 1 I � DEEP SUMP CATCH BASIN DETAIL TELEPHONE BOOTH AND PEDESTAL AT INTERNAL DRAIN i f NOT TO SCALE BY TEL. UTILITY CO. (MOUNTING o I STABILIZED CONSTRUCTION ENTRANCE HEIGHT ABOVE PAVEMENT PER A,D.A. NOT TO SCAILE NOT TO SCALE REQUIREMENTS) 1 1 ! 01 ALIGN SEAL-OFF WITH ! ' T II HANDHOLE IN POLE � NOTE• � I EXPANSION JOINT DETAIL TO BE USED AT CONCRETE j { POLE W/ 1'-0"ARM AND LIGHT(S) I COORDINATE SEAL-OFF - I SLABS WITHIN 20 FEET OF FUEL ISLANDS AND OVER FURNISHED BY AMERADA HESS, WITH SE t, EXPLOSION PROOF SEALING FITTING I TANKS. 1 INSTALLED AND PAINTED VY ! { WITH GROUNDING JUMPER BY 1 CONTRACTOR { LIGHT POLE. I CONTRACTOR HANDHOLE WITH COVER I 1 EXPLOSION PROOF SEALING ! I i JFITTING WITH GROUNDING UMPER BY CONTRACTOR HANDHOLE WITH COVER { i SMOOTH FORMED/ RUBBED I j 6" MIN. ABOVE GRADE I SIKA FLEX 2-C SL SEALANT BASE PLATE COVER FURNISHED II 4 BY AMERADA HESS AND II 1 t INSTALLED BY CONTRACTOR {i LEVELING NUTS i O I I 1" CHAMFER I ALIGN TOP OF BASE FLUSH W/ „ " i 3,000 P.S•I. CONCRETE ' g• E i I ADJACENT CONCRETE CURB { PRIMER BACKER ROD: ETHAFOAMI SB I PLANTING AREA 'I I 1/2u I I'CHAMFER I' ABOVE GRADE SMOOTHFORMED/ RUBBED SECURE •- I "MIRAFI 100X"' ! I 2,500 P.S.I. Y• 1 �'•.i '' �'•• t . I I ! a.� '• � 1 CONCRETE FOOTING � i '��. •• _ FILTER FABRIC: j , .. BY CONTRACTOR �_ ' _ EXP. JOINT FILLER: SEALTITE FIBRE + CHICKEN WIRE: ! N I J ' •'' I :".'• COMPACTED � ( \ •r` ��• + ','''. ,. ANCHOR BOLTS BY TELEPHONE IANCHOR •• ' Is, / SUPPORT ! UTILITY COMPANY :• i • BACKFILL o • Za I 3/4'• 30' LONG .; .•'�', f':;'�, •• �•.. \ / f •' ', °; ,o, a 4 BOLTS SEE MFG. TEMPLATE •.4.,"• r,�'. •. a o I d FURNISHED BY AMERADA HESS ! { \\ I // BACKFILL AFTER I I ! 4-1 ! AND INSTALLED BY CONTRACTOR .;v, •. r •. '' ': \ I / INSTALLATION OF 1 C d' ° I 3/4' RIGID CONDUR 12" Mw. t ti� '•Q I •• 19 • \m' BELOW FINISH GRADE AT •;1'' ••••�• \ \ I /// INLET FABRIC L_(")3/4" TELEPHONE CONDUIT _ 1 ° -°• at I LANDSCAPED AREAS, AT MIN. . '�- ' +. "' ' 24" DIA. HEAW DUTY FRAME & COVER 24" MIN. BELOW FIN. GRADE 1 r j BELOW FINISH GRADE UNDER ;, ,�"F`''• C.L,LeBARON LA-248-1 OR APPROVED . PAVED AREAS, BY CONTRACTOR : z I UNDER PAVED AREAS, BY ° °' �' COMPACTED j j .. :.•.•,''•, EQUAL,R/M ELEV.t(SEE PLAN) CONTRACTOR 6 ! Y• . .•e BACKFILL .. „ 1, CONTRACTOR IS TO CLEAN INLET ` 2'-O"(L)x2'-0"(W) INSTALL CONCRETE FOOTINGS 6" j '! .a ° a a I q FINISH GRADE (LABEL DRAIN) (")3/4" ELECTRICAL CONDUIT BELOW FROST LINE, 2'-0" MINIMUM a• ° a BONG. T ACNc "" l�';�:•:; i• ,, y . ! BY CONTRACTOR •: .:. '. .•. .. ,v �. 11" MAX. FILTER AFTER EVERY STORM 24" MIN. BELOW FIN. GRADE DEPTH ° a' .. • ,,• , .. — _ — ! UNDISTURBED SOIL (MIN. j•: :•' :• 2. CONTRACTOR TO REMOVE FABRIC I UNDER PAVED AREAS, BY 1 d 4 ° BEARING ,,500 LBS./SO. FT.) • • ° + I MORTAR ALL AROUND CONTRACTOR (*)NOTE c ' • .0 .A I •. .�. .•�.. 1 AND MESH JUST PRIOR TO VERIFY REQUIREMENTS FOR SIZE ° (— PAVING, j UNDISTURBED SOIL (MIN. AND LOCATION OF TEL. & ELECT. I TWO COURSES OF BRICK " BEARING 2,000 Les./SQUARE CONDUITS W/ TEL. UTILITY Co. ; MASONARY MINIMUM, FOUR 2'—0 �I•v8 I FOOT) i '-0" x '-0" MAXIMUM BED FRAME AND AT I BRICK WORK IN 3/8" M/N. TOP INLET FILTER DETAIL TELEPHONE BOOTH DETAIL EXPANSION JOINT DETAIL ! FULL MORTAR BED. NOT TO SCALE I NOT To SCALE t NOT TO SCALE LIGHT POLE DETAIL AT LANDSCAPED AREAS PRECAST REINFORCED 6" o I ! ! NOT TO SCALE I THICK CONCRETE CONE ! OR FLAT 8" THICK LID ___.........__. ---._......._.__....---..._. .._..... ._.._......_..._.._.._._� - --. ....---------.... .._._......____.._._... .... .. BURIAL IS SHALLOW). ... . . (WHEREW). I 2 RE—BARS, STEEL PICKETS ORt NS TA L LA TlO N 2"x 2" STAKES 1 1/2' TO 2' IIN ALUMINUM OR PLASTIC COATED WROUGHT IRON 5"7"OR GROUND, DRIVE STAKES FLUSH ; STEPS ® 16"O.C. " " 4'-0", 6 9-3 4 VARIES 1. EXCAVATE A 6"x 6" TRENCH ALONG THE LINE OF 4•, LAY THE TOE—IN FLAP OF THE FABRIC ONTO THE WITH BALES ; I Ll 8 -0 SEE PLAN PER I.D.) EROSION CONTROL OF THE SITE. UNDISTURBED BOTTOM OF THE TRENCH, BACKFILL + ! BUTYL RUBBER o v 2. UNROLL SILTATION FENCE AND POSITION THE POSTS THE TRENCH AND TAMP THE SOIL. TOE—IN CAN { ; SEALANT (TYP.) AGAINST THE BACK (DOWNSTREAM) WALL OF THE ALSO BE ACCOMPLISHED BY LAYING FABRIC FLAP j Z 2500 PS/ CONC. INVERT p TRENCH (NET SIDE AWAY FROM FLOW DIRECTION). ON UNDISTURBED GROUND AND PILING & TAMP— ANGLE FIRST STAKE TOWARD I PRECAST REINFORCED TO BE POURED WHEN -t 3, DRIVE THE POST INTO THE GROUND UNTIL THE LNG FILL AT THE BASE. PREVIOUSLY LAID BALE '^,., ,, �s ! ' CONCRETE RISER SECT'S MANHOLE IS COMPLETED «, A.Ar ; AS REQUIRED FLOW NETTING IS LAYING ACROSS THE TRENCH BOTTOM. µ� 6" MIN. s = NON-SHRINK MORTAR N FLOW �., 1, ; ® PIPE OPENINGS 1" f, $ i I ALL AROUND / n u AA.rti A.,, . WOOD OR PLASTIC FAST 2 x 1 -1/2 BOUND BALES PLACED IV s's ,y ; ! po 12" COMPACTED GRAVEL SLAT STAPLED THROUGH ON CONTOUR Mv;�,4d , 3` COMPACTED all=III=111=III=III=III=III=111oII�I: FABRIC TO POST FABRIC v� '" s f SUBGRADE I POST DETAIL OF POST ATTACHMENT — I TYP. PRECAST CONCRETE FILTER PRE—ASSEMIBLED PRIOR TO INSTALLATION) � MANHOLE STORM DRAIN FABRIC POST 24" MIN. SLAT SLAT POST DRAINAGE AREA NO MORE THAN 1/4 AC. PER 100 FEET OF STRAW BALE DIKE I N.T.S. FILTER SILT FENCE (3' WIDE) FOR SLOPES LESS THAN 25% ; ' BACKFILL FABRIC NOTES: ! ALL STRUCTURES SHALL BE SUITABLE FABRIC 1, BALES SHALL BE PLACED AT THE TOP OF A SLOPE OR ON THE i FOR H-20 LOADING AND SHALL MEET THE REQUIREMENTS OF ASTM C478. (1 BACKFILL' CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE 12" MAX.CKY 6" FLOW ADJACENT BALES. i solL. LAP ~— 2. EACH BALE SHALL BE PLACED SO THE BINDINGS ARE HORIZONTAL. ENGINEERING* ,opo 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO I w z •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- 3. w NORTH WALES, PENNSYLVANIA VALLEY STREAM, NEW YORK NATIVE SOIL STAKES OR RE—BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN o 2 352 TURNPIKE ROAD SUITE 105 EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT (215) 393-8300 (516) 872-2000 I o U STERLING, VIRGINIA SOUTHBORO, MA 01772 I WATCHUNG, NEW JERSEY AN ANGLE TO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN o a (703) 709-9500 (508) 480-9900 (906) 668-8300 I FLUSH WITH THE BALE. I m o .............. ............ ... ! AMERADA H ::::::.:::.::::.:-::.::::•....... ESS CORPORATION ::.:::::'::::::::::;'::•:::::::;•::•;: :;';::::::;::::::.::,:.... a PROJECT. TOE—IN METHODS ...................................................................................................... TITLE: ..................................................................... I PROPOSED HESS EXPRESS ; ::. ! E S 4:5:•;Ginivir:tiriiir.:r'iir}i iairr}}Yir'G}W."'Ml,•• i , ' •�`""``'�� BACKFILL © ASSESSORS MAP 34, LOT 442 4, INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL Z a 295 DERBY STREET, CITY OF SALEM DETAIL SHEET PERSPECTIVE OF FENCE BE PROMPTLY AS NEEDED. 1 w ESSEX COUNTY MASSACHUSETTS ' 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNEW Wa. W.D . GOEBEL SSEY S��`E (V) SHOWN AS DATE07/17/01 SHEET No: TYP. SILTATION FENCE DETAIL DRAINAGE SS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR r E • � DRAWN BY: PROJECT No: 0 � ST N JSC W010719 NOT TO SCALE' CHECKED BY: CAD I.D. J: p O STRAW BALE DETAIL N PROFESSIONAL ENGINEER P S IL GI LMD W010719SD2 OF 13 MASSACHUSETTS LICENSE No. 42644 cv o SA USFTTS E 3424 08 \ RHODE ISLAND LICENSE No. 7268 NE HA 14I NOT TO SCALE N CONNECTICUT LICENSE No. 21854 MAI ! � � �,. REV. No. ! > NEW HAMPSHIRE LICENSE No. 10280 VERM ! a Ee MAINE LICENSE No. 9490 S/oIIAtft �•� CONSTRUCTION CHECK DATE 2 i I , I _ _ i • I I ; I i FINISH ASPHALT BIT. CONC. ' REINF. CONC. MAT AROUND PUMP BASE COURSE A.B.C. ISLANDS 4000 P.S.I. @ 28 DAYS QUARRY PROCESSED STONE BASE j (NEW OR EXISTING) i REINF, CONC. MAT OVER TANKS 4000 P,S.I. @ 28 DAYS TAR SEAL EXIST. ASPHALT j NEW EXIST. ( j { i 4'1 ; a Ir r`--Rl5KS"COPY TOHGGRAL;N (12 SF) 'E ••• • • '��;.• •' •' e•;•�: ' a. • a «• i:=it; ... ti ' i•�•; J(PRFW CWY'IO!58 RBD(19 SF) ,....--•-7/'^ sr.Asxmr�xa>�u(� sF) � 6'� x 6" —W2.OxW2.0 2 SAWCUT WELDED WIRE MESH —vr`^ SET 2" BELOW TOP. 4" CONCRETE & PAVING DETAIL NOTTO,' 0 SCA LE j1} FINISH ASPHALT BIT. CONC. 5.-0, , :✓'�_ i �. � REINF. CONC. MAT AROUND PUMP BASE COURSE A.B.C. a $ACl(GROtJND TO Rl fI +wM ISLANDS 4000 P.S.I. @ 28 DAYS QUARW};IT jd 1. /_ ,...••.•----'� +� � RP EXISTING)OSTONE BASE (NEWOR C •— { REINF. CONC. MAT OVER TANKS 4000 P.S.I. @ 28 DAYS TAR SEAL EXIST. ASPHALT NEW EXIST. 1 11'-2" I r 7— p . pe. a •. 1 •:8°•8 i• Z°g � 008 •e• • e ' •• oei •e$• e • R. LETTER DETAIL I i 6" x 6" —W2.OxW2.0 21SAWCUT 4 { WELDED WIRE MESH j NOT TO SCALE ( SIGNAGE TABLE SET 2-1/2" BELOW TOP. REF. DESCRIPTION LOCATION AREA /S.F. QTY, TOTAL AREA TOTAL AREA 5 CONCRETE & PAVING DETAIL 1 NO. EXIST, SIGNS (S.F.) PROP. SIGNS (S.F.) j { i GIBBS ID SIGN PROPERTY CORNER __ 1 48 (FIELD VERIFY) 48 (FIELD VERIFY) 1 NOT TO SCALE 2 GIBBS SIGN BUILDING FRONT 30.00 1 30.00 I 3 HESS SIGN BUILDING FRONT 1 64.00 1 40.00 1 4 GIBBS SIGN CANOPY SIDES 30.00 1 30.00 I FINISH ASPHALT BIT. CONC. I 5 HESS SIGN CANOPY SIDES 17.01 2 34.02 TOTAL AREA OF SITE SIGNAGE 108.00 122.02 { REINF. CONC. MAT AROUND PUMP BASE COURSE A.B.C. i ISLANDS 4000 P.S.I. @ 28 DAYS QUARRY PROCESSED STONE BASE (NEW OR EXISTING) I REINF. CONC. MAT OVER EXIST. ASPHALT TANKS 4000 P.S.I. @ 28 DAYS TAR SEAL .----• .---- NEW EXIST. 01 mxr41 Yom T ; IaORE K' U/' /} Lr q�f� o g • • e o• o S� 1•(17 V T1i7 00 O O p 00 000 O Ool VE A 1 j 6 x 6 —W2.9xW2.9— — 2-1/21' SAWCUT =I WE WELDED WIRE MESH '`- FORMWELDED SET 2-1/2" BELOW TOP. YAP 34 _..� ATP P442 - 6 " CONCRETE & PAVING DETAIL �L�ppOT 442 r�i•p„•o. I N/f W5 W °j•'li(•--�` _ am a ul•R•'iR,lma,PRN•R9•' 4• - ° •Bp OR oi074 m `°-_ ' 0 as•1170.M a0 .�. �� -_ NOT TO SCALE 00 S °'® FINISH ASPHALT BIT. CONC. 2.2' l??TT/: z z' /11777777; ' REINF. CONC. MAT AROUND PUMP BASE COURSE A.B.C. ISLANDS 4000 P.S.I. @ 28 DAYS ZIOi QUARRY PROCESSED STONEA NOON eao REINF. CONC. MAT OVER (NEW OR EXISTING) TANKS 4000 P.S.I. Q 28 DAYS TAR SEAL EXIST. ASPHALT g° - NEW EXIST. YAP 34 MAP 34 YAP 34 MAP 34 a, a" LOT 443 - LOT 441 LOT 443 LOT a Nn L#M OF uNos a ao(¢IL ww c +,-:j-r r; ao(i A.910Ai a t L WOK +•« T"ccs ® 4nac t souse a TIRM a 3"R RVER ornn',anr ;:�-i:.�' ' oa uib ec No " e-ll a_ 10= 6 6 NNw ry IM -,,;'� 1 oa iAl,w xe /4zzzzzzzz"/v"v444444444 4/1 .e wt Pc 7e+ , •�.. .� l j 8 A ,�,5.',r,•1 y ! `'i �I j '(— 08°o voo ep peo • e o pee` op• e� e r 1 s S Q • ae8 .• . . .• i.. . • ; • e e .1 r , I eo e$ •$ K• • • • yo�py • 'opp ••e�•pp ••• • B N b8eoe:• e•e • • O • O • PK 101 p wtoww �•IAC ' „ 6„ X 6" -W4.OxW4.0 2-1/2 SAWCUT WELDED WIRE MESH SET 2-1/2" BELOW TOP. ® I 0 ,I ® I _ °, I 8 CONCRETE & PAVING DETAIL NOT TO SCALE ® ® Ram Q 1110X! ± ❑� o { I D oil• , 00 / I o0 J 0 - - - --- D Q 0 co, v iia47. �� 11�1iii1L1� a 4 5 �b I _ (� � f �� --- -------- . —OUC aoe•u_----�.--- DI LL=L i_. ® t, X 55.. ! O d Z ' w a•2\ ° 0 0FOAD YOU R'Itm F.O.S. 972 RV , — `aR,irta•o ,••..•,•. • . •. ...-•- ... ._.... ___ .._._._....__ � •N a5'00'SO' E •vllnar• - •• N 85'00'50` Emc No" _ cMc s0e•0[•N[ ENGINE i�jIL••c � j�>R¢�- G !N¢ • --- � ------ 4 '' LER - fid FROM me 11101KE CN r naNi 001' mm AMR x, ` `•" rn Nom- eNl•NRn 10° ""°1""' w •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- an Noimmil w•„ 1"W o W NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK ROOM DERBY STREET W•N DERBY STREET ; 0 o (215) 393-8300 SOUTHBORO, MA 01772 (516) 872-2000 (A.K.A. ROUTE IA) ® , ' o W STERLING, VIRGINIA ( ) WAT(908)668-83005 - .K.A A ROUTE 1A) (F.K.A. WATER STREET) (A.K.A. WATER STREET) (703 709-9500 508 480-9900 (PUBLIC-VARWATE WIDTH R.O.W.) _ ! (PUBLIC-VARIABLE WIDTH R.O.W.) I cn O PROJECT: AMERADA HESS CORPORATION TITLE: j W PROPOSED HESS EXPRESS f LOT 442 a 295E DERBY S REET4�CITY OF SALEM DETAIL SHEET ESSEX COUNTY MASSACHUSETTS o W SCALE:(H)AS DATE: L a E 1 1 • • GOEBEL SSEY V SHOWN 07/1701 SHEET No: �cd DRAWN BY: PROJECT No: ti JSC W010719 TRUCK TURNING EXHIBIT SIGN LOCATION MAP CHECKED BY: CAD I.D. 7 m PROFESSIONAL ENGINEER P S IL I LMD W010719SD2 OF 13 "= 20' SCALE 1 20' t0 MASSACHUSETTS LICENSE No. 42644 MA AC US E 424 o SCALE 1 N RHODE ISLAND LICENSE No. 7268 N HA 1 08 REV. No. ' a CONNECTICUT LICENSE No. 21854 MAI a NEW HAMPSHIRE LICENSE No. 10280 VERM T CONAL 2 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE I I I PLANTING SPECIFICATIONS : ' I INCORPORATE 2" OF PEAT INTO 6" OF PLANTING MIXTURE, AS GRADE ALL BED AREAS TO A SPREAD SPECIFIED 1. SCOPE OF WORK 150 POUNDS 'GRO-POWER' C. IMMEDIATELY AFTER PLANTIING GROUND COVER, CONTRACTOR SMOOTH EVEN CONTOUR FREE OF A. THIS WORK SHALL CONSIST OF PERFORMING, CLEARING AND 100 POUNDS AGRICULTURAL GYPSUM SHALL THOROUGHLY WATEIR GROUND COVER. DEPRESSIONS, RIDGES, ROCKS OR 1" FINELY SHREDDED SOIL PREPARATION, FINISH GRADING, PLANTING AND DRAINAGE, 20 POUNDS NITROFORM (COURSE) 38-0-0 BLUE CHIP OTHER DEBRIS BOTH BEFORE AND COMPOSTED BARK INCLUDING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND D. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE- 1 AFTER PLANTING AND BEFORE 3/16" x 4" METAL EDGING ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF 8. PLANTING EMERGENT BEFORE FINAL LANDSCAPE INSPECTION. GROUND MULCHING. THIS PROJECT. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE COVER AREAS SHALL BE (WEEDED PRIOR TO APPLYING PRE- I- PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE I DO NOT PLANT SHRUB TOO DEEP. EMERGENT. PRE-EMERGENT TO BE APPLIED AS PER II p I FINISHED GRADE EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. I TOP OF ROOTBALL SHOULD BE EVEN q LIJ 2. MATERIALS MANUFACTURERS RECOMMIENDATION. 1 = A. GENERAL - ALL MATERIALS SHALL BE BEST OF ITS KIND i WITH FINISHED GRADE BEFORE �c N AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING A. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH 10. FINISH GRADING MULCHING. J MINIMUM 4 TOPSOIL WIDTH TWICE THE DIAMETER OF ROOT BALL AND 6" DEEPER THAN L ti -LL IRRIGATION WORK AROUND PLANTING AREAS IS COMPLETE A. ALL AREAS WILL BE RECEIVED BY THE CONTRACTOR AT ( SPECIFIED MULCH o4 111 L1 I1;�1LL=11=1ll lll 111 . w 18" STAKE INTO UNDISTURBED THE LENGTH OF ROOT BALLEACH PLANT PIT SHALL BE — I I—I JJ _III—III—III AND APPROVED. SUBSTANTIALLY PLUS/MINUS .1 FOOT OF FINISH GRADE. i GROUND EVERY 30" O.C. 0 BACK FILLED WITH THE FOLLOWING PREPARED SOIL MIXED ( FORM SLIGHT SAUCER =m= B. PLANTS - ALL PLANTS SHALL BE HEALTHY OR NORMAL GROWTH, THOROUGHLY: B. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, j AT ROOTBALL I WELL ROOTED, FREE FROM DISEASE AND INSECTS. EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE, i { GROUNDCOVERfANNUAL PLANTING 1 PART PEATMOSS UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT. I _/ f NOT TO SCALE C. TOPSOIL - ORGANIC TOPSOIL FREE OF DEBRIS, ROCKS LARGER 1 PART COW MANURE BY VOLUME SOIL AREAS ADJACENT TO THE BUILDINGS SHALL SLOPE AWAY, THAN TWO INCHES (2"), WOOD, ROOTS, VEGETABLE MATTER AND 3 PARTS TOPSOIL BY VOLUME SPECIFIED PLANTING MIX; CLAY CLODS. 21 GRAM 'AGRIFORM' PLANTING TABLETS AS FOLLOWS: HYDROSEED SPECIFICATIONS C. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ; WATER AND TAMP LIGHTLY D. MULCH - DOUBLE SHREDDED HARDWOOD BARK MULCH. 2 TABLETS PER 1 GAL. PLANT ALLOW FREE FLOW OF SURFACE WATER. ; TO REMOVE ALL AIR = Z I 1. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED. FINE GRADED, AND RAKED OF ALL I R AN 3 TABLETS PER 5 GAL. PLANT POCKETS g DEBR S LARGER THAN 2 D IA METER. 3. FERTILIZER AND SOIL CONDITIONER 4 TABLETS PER 15 GAL. PLANTI 11. GUARANTEE 2. PRIOR TO SEEDING, CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. LARGER PLANTS (2) TWO TABLETS PER 1/2" DIAM. OF TRUNK A. CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD 1 3. SEEDING RATES: A. ORGANIC FERTILIZER - SHALL BE PROCESSED SEWER SLUDGE CALIPER OF ONE (1) YEAR FROM ACCEPTANCE OF JOB. I 1 WITH MINIMAL CONTENT OF 1% NITROGEN AND 2% PHOSPHORIC 6" I PERENNIAL RYEGRASS 1/2 LB/1000 SQ FT ACID, EQUAL TO 'NITROHUMIS'. B. PREPARED SOIL SHALL BE TAMPED FIRMLY AT BOTTOM OF PIT. I KENTUCKY BLUEGRASS 1 LB/1000 SQ FT FILL PREPARED SOIL AROUND BALL OF PLANT 1/2 WAY, AND MIN. I RED FESCUE 1/2 LB/1000 SQ FT 12. CLEANUP 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 FESURE 1/2 LB/1000 SQ FT FERTILIZER (16.32.16) 2 LB/1000 SQ FT POWER' AND ORGANIC BASE MATERIALS COMPRISED OF THOROUGHLY. FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALLE SHRUB PLANTING DE'R'AIL j LIQUID LIME 1 GAL/800 GAL. TANK DECOMPOSED ANIMAL AND VEGETABLE MATTER AND COMPOSTED TO MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. SUPPORT BACTERIAL CULTURES, CONTAINING NO POULTRY, C. ALL PLANTS SHALL BE SET SO THAT, THEY BEAR THE SAME RELATION TO I FIBERTACKIMU 35 30 LB/ GAL. TANK ALL PAVED AREAS SHALL BE BROOM CLEANED AND THE SITE LEFT NOT TO SCALE FIBER MULCH 30 l6/1000 SQ FT ANIMAL OR HUMAN WASTE. GUARANTEED ANALYSIS (5-3-1) THE REQUIRED GRADE AS THEY BORE TO THE NATURAL GRADE IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE I 4. GERMINATION RATES WILL VARY AS TO TIME OF YEAR FOR SOWING. CONTRACTOR TO NITROGEN 5%. PHOSPHATE 3%, POTASH 1%. 50% HUMUS AND BEFORE BEING TRANSPLANTED. OWNER'S AUTHORIZED REPRESENTATIVE. ! I IRRIGATE SEEDED AREA UNTIL AN ACCEPTABLE STAND OF COVER IS ESTABLISHED BY OWNER. 15% HUMIC ACIDS. I i I 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. i 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. E. PREPARE RAISED EARTH BASIN AS WIDE AS PLANTING HOLE OF REPLACE DAMAGED WRAPPINGS. SPRAY WITH HERBICIDE AS REQUIRED TO j i KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. NOTES I 5, WEEDING EACH TREE. 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT A. BEFORE AND DURING PRELIMINARY GRADING AND FINISH MAINTAIN LAWNS BY WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING, COLLAR OF PLANT. F. WATER IMMEDIATELY AFTER PLANTING. WATER SHALL BE ( 2. REMOVE ALL ROPE FROM TRUNK & TOP OF ROOT BALL. I GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE AND OTHER OPERATIONS SUCH AS ROLLING, REGRADING AND REPLANTING AS APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO FOLD BURLAP BACK 1/3 FROM ROOT BALL ROOTS AND DISPOSED OF AT THE CONTRACTORS 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 tHIGHER AS GROWN IN NURSERY. i SOD SPECIFICATION: THE PLANTING HOLE ARE THOROUGHLY SATURATED. BARE AREAS. ; i 6. TOPSOILING I e e 1 1. SOD IS TO BE A FESCUE / BLUEGRASS A. CONTRACTOR TO PROVIDE FOUR INCHES (4") MINIM04 THICK G. PRUNE ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS 13. MAINTENANCE (ALTERNATE BID) i o° o° e REINFORCED I BLEND APPROX. 70/30%. SOD IS TO BE ° RUBBER HOSE 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, I j FURNISHED BY A REPUTABLE GROWER WITH BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO PRODUCE A FOUR INCH (4") COMPACTED THICKNESS. TOPSOIL (11/2" DiA. BLACK i A MINIMUM 5 YEARS EXPERIENCE. PRESENT AT THE SITE, IF ANY, MAY BE USED TO SUPPLIMENT 9. GROUND COVER 2. PRIOR TO SODDING ALL AREAS ARE TO BE TOTAL AMOUNT REQUIRED. A. ALL GROUND COVER AREAS SHALL RECEIVE A 1/4" LAYER .OF f ° ° I TOPSOILED, FINE GRADED, RAKED, WATERED HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL DOUBLE #10 GA. ; LIGHTLY, AND FERTILIZED WITH A STARTER 7. SOIL CONDITIONING PRIOR TO PLANTING GROUND COVER. 1 °° ° °°e GALVANIZED WIRE FERTILIZER. A. CULTIVATE ALL AREAS TO BE PLANTED TO A DEPTH OF 6". ALL I o GUYS TWISTED DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE B. SPACING AND VARIETY OF GROUND COVER SHALL BE AS SHOWN ON v 2" DIA. HARDWOOD 3. ALL STONES GREATER THAN 2" DIAMETER DISPOSED OF AT THE CONTRACTOR'S EXPENSE. SPREAD EVENLY DRAWINGS. I ( SHALL BE REMOVED. STAKES 2/3 TREE HT. II IN ALL PLANTING AREAS AND TILL (2 DIRECTIONS) INTO TOP 3 PER TREE I 4. SOD TO BE INSTALLED PERPENDICULAR TO 4" WITH THE FOLLOWING PER 1,000 SQ. FT.: 3" SHREDDED f ALL SLOPED AREAS. SOD STRIPS TO BE HARDWOCD BARK MULCH LAYED OUT SO JOINTS ARE NOT CLOSER i THAN ONE FOOT (1'-0") FROM EACH _... . _.. . .. . . .. . .... .. .. . . ......__ _ . .... ._ ..._, SAUCER I i OTHER. __.......... _......._ . _..._.... .....: FINISHEDGRADE ROOT BALL TOPSOIL l 5. SOD IS TO BE WATERED AT A RATE OF AT LEAST ONE AND A HALF INCHES (1 1/2") _ PLANTING MIX: 1 PER WEEK UNTIL ROOT MASS MENDS WITH 11 I—I I IE 1=1�Is�I—I —III—i�I= 1 PART PEAT MOSS i SOIL. AFTER THIS HAS OCCURRED NORMAL 1 PART COW MANURE I WATERING OF AT LEAST ONE INCH (1") PER —III=1 i t S I I=1 11=1 I I 3 PARTS TOPSOIL WEEK IS TO COMMENCE. 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 SCALE00 i I1 ❑ AREA OF SITE CONSTRUCTION 1 (` ❑' ❑ 00 I t PROP. STAINLESS STEEL I - ---- - --------- --=� AREA WITHIN PROTECTION ZONE/TREE FORIJED DISP. ISLAND i — ————— — — — — —— — _ DRIP LINE ) i FENCE TO FOLLOW TREE DRIP LIVE I I OR 6' FROM TRUNK - WHICH EVER IS GREATER 00 4' WOOD & WIRE SNOW FENCE W/STEEL - STAKES 18" O.C. ` I: Ilti! ot O EJ EJ EJ ELAN i x P + R a P+ R o ! WOOD & WIRE SNOW FENCE USED I • c EJ EJ AS TREE GUARD TO PREVENT DAMAGE V. I FROM CONST. EQUIP. Mrl 1 v i • o PROPOSED 5'x12' ( TREE DRIP LINE/TREE PROTECTION ZONE f Ic A o DISPENSER ISLAND i AREA WITHIN TREE PROTECTION ZONE TO i o o (TYP. 4 PLACES) ' 1 I REMAIN UNDISTURBED DURING z • I CONSTRUCTION 4' WOOD & WIRE SNOW F=ENCE W/STEEL "' EJ EJ EJ i STAKES 10' O.C. i ❑ o i EJ EJ ELEVATION j w o j TREE PROTECTION DURING SITE CONSTRUCTION I NOT TO SCALE i EJ ... .. _......._... ...... .... _._... ._.._ .._ _..._ .. _..._.. _ .. _ _ -.._.. _.._....._. PROPOSED 3 1/2" DIA. Lj I.- •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS.• MUNICIPAL ENGINEERS- 'HESS""U"-BUMPER PROPOSED 48-3 CONCRETE MAT PROPOSED 7'-11" BY 2'-2- STEEL "HESS" CANOPY SIGN j w NORTH WALES, PENNSYLVANIA (TYP. OF 2) (215) 393-8300 352 TURNPIKE ROAD, SUITE 105 (TYP. 4 PLACES) SOUTHHORO, MA 01772 VALLEY STREAM. NEW YORK : o (516) 872-2000 I o V STERLING, VIRGINIA % W (703) 709-9500 (508) 480-9900 WATCHUNG, NEW JERSEY i Q PROJECT: TITLE: (908) 668-8300 AMERADA HESS CORPORATION PROPOSED HESS EXPRESS DETAIL SHEET z ASSESSOR'S MAP 34, LOT 442 z a 295 DERBY STREET, CITY OF SALEM DISPENSER ISLAND MAT CONFIGURATOIN W ESSEX COUNTY MASSACHUSETTS w w W.D . GOEBEL S.P. SEY SCALE:(H) SH0717/01 ) OWN AS DATE: / SCALE N.T.S. t SHEET No: j o_ a E (DRAWN BY: PROJECT No: I ! v H cy JSC WO 10719 CHECKED BY: CAD I.D. • ? 0 m PROFESSIONAL ENGINEER P S GI LIVID W010719SD2 OF 13 I \ \ Q MASSACHUSETTS LICENSE No. 42644 SSA HU SE No. 6424 C14 RHODE ISLAND LICENSE No. 7268 N H 1 �4Z10 9308 REV. No. CONNECTICUT LICENSE No. 21854 M s a NEW HAMPSHIRE LICENSE No. 10280 VER ANAL qe 2 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE I xg1 a oCourth 6• ff0 p b I N Witch Oe DRILL HOLE 9p I 1 9 a2 '2'30 � bV Dun .Museum REFERENCES: , a FOUND0 Ingre ou !' 0.9' N 1 1. THE OFFICIAL ASSESSOWS MAP NO. 34 OF THE CITY OF SALEM, ESSEX COUNTY, COMMONWEALTH pyHall 1655 OF MASSACHUSETTS. 1. \ 2. MAP ENTITLED "NATIONAIL FLOOD INSURANCE PROGRAM, FIRM FLOOD INSURANCE RATE MAP, —\ CITY OF SALEM, MASSACHUSETTS ESSEX W COUNTY PANEL 1 OF 5" COMMUNITY—PANEL The Peabody Esser M e m a G NUMBER 250102 0001 IB, EFFECTIVE DATE AUGUST 5 1985. 'I' '\•� 6(/�� r trees B ro 3. ZONING ORDINANCE: CITY OF SALEM, MASSACHUSETTS, REPRINTED 1999. COvasa u W s And 6o n 4. MAP ENTITLED "WIDENING' OF 6ER8Y ST, FROM CENTRAL ST. TO ORANGE ST,•SALEM , MASS.", � i I _ 96.56' DATED JULY 1915. SrrE, \ g2 DRILL HOLE I \ SHW 6A2 FOUND 5. MAP ENTITLED "PLAN OF LAND AND A PORTION"OF SOUTH RIVER TAKEN FOR THE EXTENSIONS nS fSir 1 OF DERBY ST, TO LAFAYETTE ST, SALEM MASS.". DATED MARCH 1915. qp= b ►arbo 1 \ a i I 6. MAP ENTITLED "PLAN OF LAND BELONGING TO C—B REALTY ASSOCIATES SITUATED IN SALEM, MASS." 1 x�95 PREPARED BY BRADFORD & WEED, DATED MAY 31, 1946. 7, MAP ENTITLED "LAND OF BRADSHAW LONGMAID, DERBY ST., SALEM, MASS.", DATED SEPT. 1964, 2H C O FILED IN THE ESSEX REGISTRY OF DEEDS ON OCT. 30, 1964 AS FILE 502 OF 1964, S 11 N kVN[lNK SNC f O 8. ASSESSOR PROPERTY CARD FOR LOT 442, MAP 34 PROVIDED BY THE CITY OF SALEM o. W ASSESSOR'S OFFICE. xglg 9. SEWER MAP RECEIVED FROM CITY OF SALEM DEPARTMENT OF PUBLIC SERVICES. Z LOCUS MAP O 1997Delorme, Street Atlas U.S.A. N NOTES: I \-,—GRASS AREA /// 3g 1 1, LOCUS KNOWN AS LOT 442, ASSESSOR'S MAP 34, OF THE OFFICIAL, TAX MAPS OF THE / 2.3' 9• CITY OF SALEM, ESSEX COUNTY, COMMONWEALTH OF MASSACHUSETTS. / 2. AREA = 17,603 S.F., 0.404 AC. x9.30 / x965 // 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE NOT SHOWN, PAVEMENT I // ^ 4. THIS PLAN IS BASED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN THE FIELD BY / Cd CONTROL POINT ASSOCIATES, INC. AND OTHER REFERENCE MATERIAL AS LISTED HEREON. 5. THIS SURVEY WAS PREPARED WITH REFERENCE TO A TITLE COMMITMENT PREPARED BY LAWYERS TITLE INSURANCE CORPORATION, CASE NUMBER C3433, WITH AN EFFECTIVE DATE OF I DECEMBER 19, 2000, WHERE THE FOLLOWING SURVEY RELATED EXCEPTIONS APPEAR IN \ I SCHEDULE B, SECTION 2. 10\\\ o O METES AND) BOUNDS DESCRIPTION O RIGHTS TO CITY TO MAINTAIN AND OPERATE DRAIN THROUGH PREMISES — DOES ASSESSORS MAP 3.4, LOT 442 CIITY OF SAILEM NOT AFFECT THE SUBJECT PROPERTY. MAP 34 \ MAP 34 / MAP 34 ESSEX COUNTY, COMIMONWEALTH OF MASSACHUSETTS 6, UNDERGROUND TANK SIZES WERE OBTAINED FROM INFORMATION RECEIVED FROM STATION j LOT 441 \\ LOT 44.2 / LOT 443 MANAGER OR EMPLOYEE. ALL SIZES AND LOCATIONS ARE APPROXIMATE & ARE SUBJECT TO { N/F LANDS OF \ N/F LANDS (OF N/F LANDS OF FIELD VERIFICATION (I GEORGE E. MAGUIRE, GIBBS OIL COMPANY LIMITED PARTNERSHIP 9.110 JEROME R. SOUSA, JR, TRUSTEE OF SOUTH RIVER REALTY TRUST ��\ D.B. 010745, PG. 390 / 05 D.B. 9731, PG. 366 7. ELEVATIONS ARE BASED UPON NGVD 1929 DATUM, REF„ U.S.C.G.S. BM #19, ELEV.=13.695. D.B. 7021, PG. 283 / BEGINNING AT A POINT ON THE SOUTHERLY SIDELINE OF DERBY STREET (A,K.A. ROUTE 1A, F.K.A. WATER STREET, PUBLIC—VARIABLE WIDTH RIGHT OF WAY), SAID POINT O � \� / 1 8. LOCUS IS LOCATED IN FLOOD HAZARD ZONE A2 (AREAS OF 100—YEAR FLOOD ELEVATIONS BEING NORTH 85 DEGREES — 00 MIMUTES — 50 SECONDS EAST, A DISTANCE OF 272.87 FEET / AND FLOOD HAZARD FACTORS DETERMINED TO BE 10' ) PER REF, 2. w� FROM THE NORTHEASTERLY TERMINUS', OF A CURVE CONNECTING THE SOUTHERLY SIDELINE OF DERBY STREET WITH THE EASTERLY LINE OF LAFAYETTE STREET AND FROM SAID BEGINNING POINT RUNNING THENCE: 9. LOCUS IS LOCATED IN ZONING DISTRICT B-5 PER REF., #8. •I•I APPROX. LOC. (3) UNDERGROUND -c, PK NAIL i ZONING DATA: ZONE B-5 (BUSINESS AND INDUSTRIAL) ' \ 14.4' sea Q22 x /FOEL STORAGE TANKS (SEE NOTE 6) E3 ONLINEj 1, ALONG THE SOUTHERLY SIDELINE OF DERBY STREET, NORTH 85 DEGREES — 00 MIN, LOT AREA 2,000 S.F.. 002 3 VENTS 2 MINUTES — 50 SECONDS EAST, A (DISTANCE OF 110.00 FEET TO A POINT, THENCE; �\ 913 53 O �a a* _` I: MIN. LOT WIDTH 30 FT. _—T— O 0 B VACUUM ON CO , P ® j�' 2. ALONG THE DIVIDING LINE BETWEEN LOT 442 AND LOT 441, MAP 34, SOUTH 04 MIN. LOT COVERAGE 100% I r `0— g 6g F �► ,9 R3 I DEGREES — 13 MINUTES — 40 SECONDS WEST, A DISTANCE OF 185.24 FEET TOA EIMAX. BLDG. HEIGHT 70 FT 6 STORIES 1 ga2�p5oN 0� 9 OF CONC. I DRILL HOLE FOUND IN THE STONE' BULKHEAD ON THE NORTHERLY SIDE OF THE SOUTH MAX. HEIGHT EI FENCES & WALLS 10 FT/ 1 : I RIVER, THENCE; FLOOR AREA RATIO 6:1 V ------- PAASP�MEN1 ( 3. ALONG THE NORTHERLY SIDE OF T(HE SOUTH RIVER AND ALONG SAID BULKHEAD, NORTH 80 DEGREES — 12 MINUTES — 3CO SECONDS WEST, A DISTANCE OF 96.56 FEET TO A h ' MASONRY STBILDING / / 11 i POINT IN THE STONE BULKHEAD, TFHENCE: UTILITIES: 'Glees' . g�5 (� 00 1I I 4, ALONO THE DIVIDING LINE BETWEEN LOT 4422 AND LOT 443, MAP 34, NORTH 00 i ;}295` I TH_ FOLLOWING COMPANIES WERE NOTIFIED BY THE MASSACHUSETiS DIG SAFE SYSTEM \ / DEGREES — 16 MINUTES — 50 SECONDS WIEST, A DISTANCE OF 158.76 FEET TO THE t 9 \ ——————————— I (1-800-344-7233) AND REQUESTED TO MARK OUT UNDERGROUND FACILITIES AFFECTING �——'- - — POINT AND PLACE OF BEGINNING — —————— vl AND SERVICING THIS SITE. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS g60 COVER i'--'--' 3X3 COVER "�'" ° I I BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST, PLANTER { / (�) \� COVER I i CONTAINING 17,6035 SQUARE FEET OR 0.404 ACRE SERIAL NUMBER(S): 20010703994 ,0 I, 9• ( g�0 / (�f 2X2 COVER (11P) 12'COVER (TYl�) I I STORY YkDING THIS DESCRIPTION IS WRITTEN WITH REFERENCE TO TITLE COMMITMENT PREPARED BY 993 g11 LS �(' N II LAWYERS TITLE INSURANCE CORPORATFION, CASE NUMBER C3433, WITH AN EFFECTIVE DATE UTILITY COMPANY PHONE NUMBER \ II "GOODYEAR' OF DECEMBER 19, 2000. BOSTON GAS 9778 943-5444 I' NC•N11JY` �,,.� \\——,— ———— ————————— �� AT&T BROAD BAND 800 598-0628 -' II MASS. ELECTRIC 508 860-6535 VERIZON 800 347-5857 912 \ / MAT \ II II xg3 g\ \� / 1 5o ... f .��. -�-.-.--.CANOPY I I I OVERHEAD (13.1'1 CLEARANCE I ❑ 00 ---- /' COVER I� ------ o II T0: LEGEND I k I 33 I II AMERADA HESS CORPORATION, A DELAWARE CORPORATION - -123- - EXISTING CONTOUR AMERADA HESS FACILITIES BUSINESS TRUST NO. 1998-1, I i I CONC. PAD FOR COL. (TYP) \ I 1a ACTING ONLY WITIH RESPECT TO SUBI PORTFOLIO NO. 2001-2 I I I jg\ g63 CONC. ISLAND (fYP) T\ 9• 15'COVER (TYP) I� X 123.45 EXISTING SPOT ELEVATION /� GENERAL FOODS CREDIT CORPORATION 9,6• I \ II ` WILMINGTON TRUST COMPANY I ' I \ X TC 123.45 EXIST. TOP OF CURB ELEVATION SPECON V, LLC, .A DELAWARE LIMITED LIABILITY COMPANY X G 122,95 EXIST, GUTTER ELEVATION STATE STREET BANK AND TRUST COMPANY, A MASSACHUSETTS I i ��\ II TRUST COMPANY, AS INDENTURE TRUSTEE UNDER THE TRUST i I I 9? 03 0� I \ 2x2 CONC. MAT SII INDENTURE AND SECURITY AGREEMENT DATED AS OF MAY g5g t\\g55 ( \\ (TYP.) ad OH OVERHEAD WIRES 14, 2001 (THE "INDENTURE") AND THE HOLDERS FROM I i _BOLLARD (TYP) 9 \ IIG APPROX. LOC, UNDERGROUND GAS LINE TIME TO TIME IOF THE LOAN CERTIFICATES SECURED BY THE — — ASPHALT( INDENTURE \ I ig3g PAVEMEWT \ I ; \\ o M - --E- - APPROX. LOC. UNDERGROUND ELLEC. LINE LAWYERS TITLE INSURANCE CORPORATION \E` UTILITY POLE THIS IS TO CERTIFY THAT THIS MAP OR MAT 3a + I tO \ ASPHALT PLAT AND THE SURVEY ON WHICH IT 15 �' PAVEMENT ® MONITORING WELL BASED��WERE MADE (i) IN ACCORDANCE (AMP POST / I o WITH MINIMUM STANDARD DETAIL RE— ` 60, \ Z` QUIREMENTS FOR ALTA/ACSM LAND TITLE / a i 1 W IrF SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, ^� � 4 i j CANOPY COI, OP) � 1g 5n I �\ 0 � � Z z Z., 980 � AND INCLIUDING ITEMS 2,3,4,5,8,10,11 & 13 o ` I g\ ; \` 9,6 OF TABLE A THEREOF, PURSUANT TO THE ---------------------------- ACCURACY( STANDARDS AS ADOPTED BY ALTA / Uj o i \ ® X i CONC. SIDEWALK NSPS, AND ACSM AND IN EFFECT ON THE a I DATE OF ICERTIFICATION, HUNDER- SIGNED FURTHER S GNED FURTHERCT FIES THAT THE / f xg5o I I rr�I \ Z x1012 / I i j ;�53 DISPENSER (TYP.) I POSITIONAL UNCERT TING FROM y�r�\ o THE SURVEY MON THE / ID SIGNO W/PRICES ; ( I 5 I / SURVEY ADO W.T,—. EED T :!t' °OWABLE / C x9.6 I POSITIONAL T L 9, I ID SIGN W/PRICE PODS 'GIBBS' / g1X95g I OVERHEAD CANOPY (13.71 CLEARANCE) I MH SAN l -x --- --- -- -- — ------ 0i2 LA1NdDSCAPED AREA IRR SPIKE TELEPHONE RIM=9.67 GRAPHIC SCALE 8°�1� 2001 RR SPIKE1:1 FOUND a P•0•B• MASSACHUSETTS s1 ROF�SSIONA_ •'�• DATE FOUND CONC. PAD 956 G 9'53 GRANITE CURB 9 A� EDGE OF PAVEMENT ~ ` Millie 9 „ 0,61 ,61 GRANITE CURB A. g5g 950 1 1 0.00' 9 45 g 6a GRANITE CURS 10 0 5 10 20 40 WEMENILAND SURVEYOR Ifo;•,407627 :2` '\C, •(r N 8500 50 � E- __----E--�-9E-=--E----- E-----E-�----E-G-- E G---...- E-...-..-... 0 G Y 3 REVISE TO ADD TOPOGRAPHY & EDIT BOUNDARY D.W. G.S.G. B-13-01 g• 9• E-'--`-E EDGE RICKS CONC..STEWALK 2 REVISED CERTIFIED PARTIES W.P.H. P.J. 05-11-01 G 0 EDGE BRICKS EDGE ICKS APPROX, LOC, UG ELEC. LINE PER U11LRY MARKOUT'(SEE NOTE 3 '+ ° RICK CONC. SIDEWALK ( ) 'I PARKING CONC. APPROACH 9#5 U4k CONC.APPROACH • '1�RE �FL.r ( IN FEET ) 1 REVISED CERTIFIED PARTIES D.W. P.J. 03-08-01 METER � o e 4' TRE • 47RE O -- ------------------------------------- ----------------------•--------------- 1 inch = 10 ft. - 12' RCP b1 DEP, CURB g a0 tC 94. GRANITE CURB 405 93� t3 01a DEP. CURB G g,03 4�9;e C BN� DESCRIPTION OF REVISION DRAWN: APPROVED: DATE 10.0% (G g a8 ��9 Al G 9• DOUBLE PARKING METER G,9 0 0 G 1a.65 1 HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PERFORMED IN 1HE FIELD UNDER MY SUPERVISION, FIELD DATE ALTA ACSM LAND TITLE & TOPOGRAPHIC SURVEY G 9'51 INLET 9. G BOILARDnP) AND TO THE BIEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THAT THIS SURVEY HAS BEEN PER- 01-12-01 / GRT=9.52 MH SAN FORMED IN ACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS. THAT THE PROPERTY AMERADA HESS CORPORATION INV-732 RIM=9.37 LINES AND RELATIONSHIP OF BUILDINGS AND OTHER STRUCTURES TO THE PROPERTY LINES AND THE F/S NO. RBYSTRE INV=-0.93 LAND INDICATEID HEREON 15 CORRECT, A�Tw ERE ARE NO ENCROACHMENTS OF BUILDINGS OR �� .295 DERBY STREET MH SAN D E T �- _� -...- ..-.. -.-.. .-- -- ... ..--- STRUCTURES 01NT0 SAID LAND EXCEPr��kH ii'�� CPOO-2OHE O .�''—�*•,� LOT 442, ASSESSOR'S MAP 34 THE OFFSETS SHOWN ARE NOV'li,F3E USED FO "T.Rf "0 TRUCTION OF ANY STRUCTURE, FENCE, F/e PG. CITY OF SALEM ESSEX COUNTY, RIM-10.36 ^ ----- ^ BOT-5.7i ____ --- ---- --- ^- -""' ._ ._ ---- — (FILLED W/ DEBRIS (A.K+I, ROUTE 1A) 1881: LF 48'CHANNEL PER REF. 9 (NOT FIELD VERIFIED, SEE NOTE 3 ^ ^ — _ PERMANENT ADDITION, ETC ./ C, r-�.�, , 78 COMMONWEALTH OF MASSACHUSETTS 1881 LF 48' CHANNEL PER REF. i9 (NOT FIELD VERIFIED, SEE NOTE 3) AL D DRAWN: — — -- (PUBLIC—VAiIABLE WIDTH R.O.W.) t; _ CONTROL POINT ASPHALT ROADWAY) D'W' ® ASSOCIATES INC C. ( r" 8 DA E 2001 CHECKED: 776 MOUNTAIN BOULEVARD GWYNEDD CORPORATE CENTER 10.32 PAINTED DOUBLE YELLOW LINE 0�T �� Y�b9 PAINTED DOUBLE YELLOW LINE g,41 y%4,", _,1 GREG S. WATCHUNG,NJ 07060 1120 WELSH ROAD, SUITE 200 MASSACHUSETTS; PROFESSIONAL LAND SURVYOR"#40 62 P.J. 908.668.0099 - 908.668.9595 FAX NORTH WALES, PA 19454 215.412,9055 - 215.412-0861 FAX THIS CERTIFICAITION IS MADE TO ONLY NAMED PARTIES FOR PURCHASE AND/OR MORTGAGE OF HEREIN DELINEATED PROPERTY BY THE REV. NO. DATE SCALE FILE N0. DWG. N0. NAMED PURCHASER. NO RESPONSIBILITY OR LIABILITY IS ASSUMED BY SURVEYOR FOR THE USE OF SURVEY FOR ANY OTHER PURPOSE INCLUDING, BUT NOTt LIMITED T0, USE OF SURVEY AFFIDAVIT,RESALE OF PROPERTY, OR TO ANY OTHER PERSON NOT LISTED IN CERTIFICATION, EITHER DIRECTLY ORt INDIRECTLY. 3 01-22-2001 1"=10' C00532 OF — a :'T'F"t f"rR e!wr"w.,�t m9*Hrn,`. -A _.. --- ,- I I �"TR*Tr'. .,�i T ,. """•+!°^R`*P° R ^'.._ `— .n�..�,.p.•re•r.^r. .T,.,"1 "„__._' ^..,P�Yrr1 Tir`.*+. - _ .._.+,_. ... _ �.�q — ., I • �- DRILL HOLE N 80•130„ W FOUND 0.9' N So u O �..J y` R�4R 3fTQAC I ' k Cllyf DRILL HOLE FOUND W' I J Q' MAP 3 \, LOT 44 I ( o NW� � N/F LANDS F w l OBBS OIL COMPANY L1MITf� PARTNERSHIP ' 0 a, S0, I D.B. 010745, P 390 1 I o N / o '\ I I J - �� _`_`12• I Y ' 1�3 LINE C" ALCULATIONS Mq,pfp ClCo ( ( ' 1-pt£R I I w 11 I `'��-SfT`Ckl 1 W / LINE A = 182.85 t O 1 I LINE B = 176.69 _� :b9,3 1to LINE C = 170.54 I _ ,_ \ LN 8 IED 164.3 PROPOSED IN -- 1 8.14 LINE E 5 1 1 ,660 SQ. FT. ° f, '•O I HitESS EXP RESS I ; N ! / MAP 34MAP 34 LO 443 T LOT 441 ::�:: _ TOT LINES AL ES A— 852.6 � E 0 DS F N F LANDS OF F 0Z09 / N LANDS EROME USA i 1 J R. SO JR EOR GEE M AGU R C 1 E~ 0 .i' _. AVERAGE OF A, I E L 5 1 0 L LINES S 7 .52 .� E B. 9 1 PG 6 •a•• D. �3 36 TY TRUST . U F SOUTH RIVER REAL _ STEE 0 TR .:.: D.S. 70211 PG. 283 l 1 O r :: SETBACK -- REQUIREMENT 4 63 L ......... E EM N E T 2. Q 1 1 I . PK NAIL FOUND i ( / ON LINE I � I I 4- -7- ----- ----- j IV I 1 - I I . ❑❑ 00 - ' EXISTING 2,8' CANOPY �. I ------------1--� — \� I _ _ F-1 oo J -- -----------•-- I 1 23.5 I I 1 I I S 11 ( 1 FP + R _ o I __-40_ FRONT SETBACK LINE W cn 5.10' cZi I v IC> 3 GRAPHIC SCALE M I I ( 10 0 S 10 20 40 m " I 0 i , :) N I P + R o + R c �_ O �. 15' GASOLINE DISPENISER SETS CK LINE FEET ) 1 inch = 10 ft. I I z I Ln 1 0 - - ►+H SAN � m ❑ a RR SPIKE ❑ P.O.B. � o RR SPIKE PROPOSED) 48,3 CONCRETE IAT FOUND272,87' Z •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE FOUND � � .� + NORTH WALES, PENNSYLVANIA E PLANALERSSTR�AM MUNICIPAL R NGINEERS 1 10).00 (215) 393-8300 352 TURNPIKE ROAD, SUITE 105 N 85'00'50" E - o (516) 872-2000 EXISTING 24.\OORIVEWAY V STERLING, VIRGINIA SOUTHBORO, MA 01772 EXISTING 24.0' DRIVEWAY a (703) 709-9500 (508) 480-9900 WATCNUNG, NEW JERSEY w (908) 668-8300 ' + Q 0 # • • - PROJECT: POPOHSSEPEORPORATION TITLE: ------- ---- ------ ----- ELOWEIGHTED LOT o ASSESSOR'S MAP 34, T #442 a 295 DERBY STREET, CITY OF SALEM DEPTH PLAN INLET LINEA \UNE C LINED LINE E ESSEX COUNTY MASSACHUSETTS E 11 .1! . GOEBEL " , ' 6}; _w SCALE:(H) 1"=10 DATE12 17 01 11H S.P.S I ; �!�`•:'�. ��• ' y NONE � � SHEET No: NH SAN TELNEET o ;� e' DRAWN BY: PROJECT No: -��+ O �a D BY W010719 jj - " C1t�IL NECKED BY: CAD I.D. #: A.K.A. ROUTE 1A o PROFESSIONAL ENGINEER PROV•S$io0 �_*0i LMD W010719WLDO OF 1 .n i? MASSACHUSETTS LICENSE No. 42644 MASSACtiUSET}S;''LE f .X24 O (F.K.A. WATER STREET) RHODE ISLAND LICENSE No. 7268 NEW HAMPSHIRE; 0 308 CONNECTICUT LICENSE No. 21854 MAINE 1 `' REV. No. L CENSE OS (PUBLIC—VARIABLE WIDTH R.O.W.) > NEW HAMPSHIRE LICENSE No. 10280 VERMONT LICENSEifl6o1'1110 MAINE LICENSE No. 9490 0 CONSTRUCTION CHECK DATE .. .. .._..,_..._.._. _..._.........._._.. ... ..-..._-,......«..:.,. .w:..,.,-_. ... an e».•.ns+anwv r;*+.*rr.,-.,,.....r_...-_.._. -..r.,+namanenwn^rro+-.r,...-r_.__-r-^..^immn+,xrna+n+wwaaw.aonnrnIxmrtrtsPrnr-'i^netaaaalrueaf!^-.n!'.^^"..__-:'r_--_._,.._. ....,•.._^^—„ "d�2�w+,r.••.-----...r.e..r,,,mm+aRlM^*”"". .. .._"..'^T*.;`.-:,-?,,p"...-_ ..... _......�.,F.ie„paTn,a.*c•.,.,...._..,. .._ an.wneav.:ar,.+ .._ ._ ..... .. .. ..._.._ I i PROPOSED FUTURE INTERPRETIVE SIGN (TYP. 2 PLACES) DRILL N 80.'30" PROPOSED BENCH (BENCHES TO MATCH SPECIFICATIONS FOUND wSo (jTj PROVIDED BY CITY PLANNER, GENERAL SITE NOTES 0.9' N � TYP. 2 PLACES) 1. APPLICANT: AMERADA HESS CORPORATION lPROPOSED RAILING (RAILING 1 HESS PLAZA .o _ Y TO MATCH SPECIFICATIONS WOODBRIDGE, NJ 07095 suck 96,561 PROVIDED BY CITY PLANNER) f'•C. ROVID PROPOSED 10' 2, LOT SHOWN ON ASSESSOR'S MAP 134, LOT 1442, IN THE CITY OF SALEM, MASSACHUSETTS. RC4 CONCRETE WALKWAY ` 3, PROPERTY LINE AND INFORMATION TAKEN FROM A PLAN ENTITLED 'ALTA/ACSM LAND TITLE & TOPOGRAPHIC SURVEY ' PROPOSED 5' ' 106 RfA c PREPARED BY CONTROL POINT ASSOC., INC., WATCHUNG, N.J., DATED JANUARY 22, 2001, SCALE: 1*= 10'. ALL \ACK INFORMATION PROVIDED OUTSIDE OF THE SUBJECT PROPERTY LINES IS BASED ON VISUAL FIELD OBSERVATION AND AS I `R SEL`f '� FOUND SUCH, NOT TO SCALE. CONCRETE o SIDEWALY. 4. R IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH ' THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE , RESPONSIBILITY UTONTSNOTIFYLTHE PROJECT ENGINTIVE TO THEEER OFNRECORD PNLIWRI WRITING PRIOR T000DES, IT1 THE S ARTTRACTOROF CONSTRUCTION. 50'R MAP 34 I FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL m M� o T 442 RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL N 1 �F CONFORMANCE WITH LOCAL REGULATIONS AND CODES. LMDS OF o �� RC4 GIBBS OIL COMPANY LIMITED PARTNERSHIP o 5. ALL WORK SHALL CONFORM TO THE CITY OF SALEM AND THE COMMONWEALTH OF MASSACHUSETTS HIGHWAY DEPARTMENT p' S D.B. 010745, PG. 390 ui CONSTRUCTION STANDARDS AS APPLICABLE. O 50'R L PROPOSED DECORATIVE AREA .r PROPOSED x 6. ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL BE CONSTRUCTED IN ACCORDANCE WITH AMERADA HESS LIGHTS (AREA LIGHT TO MATCH CONCRETE IJ CORPORATION SPECIFICATIONS. SPECIFICATIONS PROVIDED BY CITY BOLLARD ANDI? ; 7. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH PLANNER, SEE DETAIL ON CHAIN FENCE ,_j LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. ALL UTILITY SERVICE �� LIGHTING PLAN PAGE 7, TYP. 2 x CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN THE FIELD PRIOR TO THE o O 20 R I _ PLACES) I m COMMENCEMENT OF CONSTRUCTION, RELOCATED MA DEP WEIGHTED h 8. ALL UTILITY LOCATIONS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE CONDUITS, CHAIN-LINK ' ITI? `_ LOT DEPTH SETBACK 'W PRODUCT PIPING, ETC. PRIOR TO COMMENCEMENT OF EXCAVATION OF ANY TYPE. FENCE H RC4 -``_ LINE (42.63) I N 2.3' 9. ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL LOCATION. -_ o 10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY 'DIG-SAFE' (1-888-344-7233) 72 HOURS PRIOR TO ANY 12.3' ' - I EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER do SEWER DEPARTMENTS TO MARK OUT THEIR o Swy J UTILITIES. o ' "' ' a 11. THE LIMITS OF WORK SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION OR SITE PAVEMENT - L CLEARING. ::::60.0 .:::::::::::::::::::::::::::::::::::::::::::::::::::::::: _, �. I 12. ALL CONCRETE AND BITUMINOUS PATCH AREAS TO MATCH EXISTING GRADES. �- W SW DO iz.. � 13. ALL ORK IS TO BE PERFORMED IN ACCORDANCE WITH O.S.H.A. REQUIREMENTS. 41 I WSOLD ASTE TO BE ISPOSED OF Y C NTR0 B 0 ACTOR IN NACCOR A C WIT CA A:•:•: 3.0 D E HALL LO L, STATE AND FEDER L REGULATIONS. I 15, CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS, o ' PROPOSED ' AS WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, o :: : ::::::::::::: co H 16. ANY REPRODUCTION F IS ENGINEER M 1 ,6 6 0 S Q. F T. I 0 THIS ED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE ENGINEER OF RECORD IS 6 STRICTLY PROHIBITED. ' N » » MTE i MAP 34 HESS EXPRESS MAP 34 17. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE T PROPOSED *VAN P E SI E PLAN WILL SUPERSEDE IN ALL CASES. NOTIFY ENGINEER OF LOT 441 LOT 443 RECORD OF ANY CONFLICTS. � � I T N/F LANDS OF ACCESSIBLE' S.0 ::...: :..::...::..::....: :::...::...::..:::..:::..:::...::... N/F LANDS OF "PROPOSED", . ., M M N GEORGE E. MAGU RE, , _ i JEROME R. SOU JR. 18. ALL FEATURES NOT LABELED AS NEH�' PROPOSED OR TO BE REMOVED SHALL BE CONSIDERED TO BE EXISTING TO HANDICAP PARKING G �. TRUSTEE OF SOUTH RIVER REALTY TRUST H P KN O PROPS 61 P 0 ED D.B..B 9 3 G. 366 , '�:,• MAIN" 7 1 83 SIGN RE D 8 02 PG 2 .,' ON •.� CONCRETE o I +I PROPOSED CONCRETE - TRANSITION CURB s WH T P EELS 0 STYP. I�r ( ) i. O * NAI *HESS EXPRESS* 3'R \/ I PFOUND � 7SW ON UNE p RC8 RC4 w T � .. ; •; I R ' RC6AIR Cr;0 ® ------ -------�-_ I ® E APPROXIMATE LOCATION , (BLACK) OF 100' INNER RIPARIAN ZONE UNE EJ 8 ♦ 41R ( i STORY --------- ------- --� CC MASONRY BUILDING --------- _ 1 'GOODI i 5'R 0 a (TYP.) O O EJ I PROPOSED DOUBLE i �^ AREA LIGHT (TYP. 2 -------- ------ ' EXISTING 32.8' CANOPY PLACES) -- ------ PROPOSED PROPOSED 5' , EJ 1 F-11:1 O 0 I► � 1 PROPOSED CATCH BASIN CONCRETE '/ ` I (TYP. 4 PLACES) SIDEWALK 28.8' RC8 EXISTING I, EJ ,� ' RC6 ' ' CANOPY ' COLUMNS e CF I APPROXIMATE LOCATION A r [ l I OF 100' INNER RIPARIAN +� 40 FRONT SETBACK LINE I ZONE LINE RC4 24.3' x CONCRETE TO BE 8* a IN OVERLAPPING 1 EJ A AREAS 5.0' v EJ i};I PROPOSED) DRAINAGE - MANHOLE i(TYP. 2 3 0! -< PLACES) I a Z 11�; PROPOSED 4' X 12' CONCRTTE ISLAND WITH MULTI-PRODUCT 3 i GRAPHIC SCALE t M CC m I CF CF r DISPENSER (TYP. 4 PLACES') O > (TYPe4PLACES) ' o I ,o o s 10 zo 40 Ito PROPOSED N i EJ P + R a + R o RC6 0 ® CONC. SIDEWALK `� HANDICAP -- -- ----- -- - --O ----- -----L___51--- O- -- -- -------- ------ o ( IN FEET ) RAMP (1:20) 15 GASOLINE DISPENSER SETBACK LINE Z 1 inch = 10 ft. j ID SIGNW/PRroEs 10 R A PROPOSED STOP BAR AND consTAl' EJ Li PAINTED B PAINTED 'STOP' SIGN YL } , (TYP. 4 PLACES) (TYP. 2 PLACES)TR ' - EXISTING ID SIGN SAN ` I .• RR SPIKE O RR SPIKE (TO REMAIN) O U U U } 33 O R L �J R �)q N((c� ■I N �) EPUNGiv �QFOUND PROPOSED 48.8' CONCRETE MAT o O 0 0 2 m �.a1 w�� Viii d�dd 111FOUND P• ui �� v 272.87 m W *CIVIL & CONSULTING ENGINEERS* PROJECT MANAGERS * ENVIRONMENTAL do SITE PLANNERS • MUNICIPAL ENGINEERS* .t- , U ' NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK 110.00 P.L. " SOUTHDORO MA 01772 N 85'00 50 E PROPOSED CONCRETE w (215) 393-8300 v BOLLARD AND CHAIN (s1s) , NEW PARKING FENCE CONI. SIDEWALK PROPOSED EDGE OF BRICKS CONIC. SIDEWALK z c o STERLING, VIRGINIA w e v (703) 709-9500 (508) 480-9900 WATCHUNG, NEW JERSEY m (908) 668-8300 GRANITE CONIC. APPROACH 3 0 a. AMERADA HESS CORPORATION .-„ ►�� CONIC. APPROACH � CURB 4' TREE • �' TREE w o o PROJECT: _ --------------DEP. CURB---------------- z AS PROPOSED EXPRESS LOT #442 r 7rTREE • 4' TREE • u TITLE: n DEP. CURB GRANITE CURB z W CITY OF SALEM SITE PLAN n n EXISTING 24.0' DRIVEWAY DOUBLE PARKING METER 2 u Q S DERBY STREE , R4LT BOLLARD (TYP) EXISTIING 24.0 DRIVEWAY ESSEX COUNTY MASSACHUSETTS W.D . ALE:(H) 1 10 DATE: nw ow o' a 11 GOEBEL SNP SEY V NONE 8/14/01 SHEET No: 01 (TO REMAIN) (TO REMAIN) MH SAN a c " c _ R 3 DERBY STREET �a S E DRAWNJSC PROJECT O0 CHECKED BY: CAD LD. : (A.K.A. ROUTE IA) a \ \ m � 2 N NE OF 13 N o c' o PROFESSIONAL ENGINEER 0 S LMD W010719SS7 CA o MS LI 36424 \ 'n MASSACHUSETTS LICENSE No. 42644 (F.K.A. WATER STREET) m NRHODE ISLAND No. 7268 n N o CONNECTICUT LICENSE ENo. 21854 MAI &!r0 9308 REV. No. (PUBLIC-VARIABLE WIDTH R.O.W.) > NEW HAMPSHIRE LICENSE No. 10280 VERM W9 10 n `t to " MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE 4 v i PROPOSED FUTURE INTERPRETIVE SIGN ZONING ANALYSIS TABLE (TYP. 2 PLACES) ZONE CRITERIA L REQUIRED EXISTING PROPOSED ZONING DISTRICT CENTRAL DEVELOPMENT (B-5) N 80� _ PROPOSED BENCH (BENCHES _ DRILL HOLE ` 72'30•' TO MATCH SPECIFICATIONS FOUND � PROVIDED BY CITY PLANNER, MINIMUM LOT AREA 12,000 SF 17,603 SF NO CHANGE 0.9' N ` UTTYP. 2 PLACES) 120 F 1 T MINIMUM FRONTAGE FEET* 1 0 FEE NO CHANGE PROPOSED CONCRETE BOLLARD AND CHAIN ` ///' PROPOSED RAILING (RAILING MIN. FRONT SETBACK 40 FEET** 3.8 FEET 3.8 FEET FENCE (FENCE TYPE AND STYLE TO BE O TO MATCH SPECIFICATIONS REVIEWED AND APPROVED BY THE SALEM DRB eNLKNPROVIDED BY CITY PLANNER) MIN. REAR SETBACK AND SRD PRIOR TO CONSTRUCTIONS �� 96.56 10 FEET** 84.6 FEET 42.63 FEET P•�. PROPOSED 10' MIN. SIDE SETBACK 10 FEET** 14.3 FEET 7.0 FEET RC4 CONCRETE WALKWAY - 10' \ MAX. BUILDING HEIGHT 70 FEET/6 STORIES 12.7 FEET 19.7 FEET - REARS DRILL HOLE 3 ,f`ACk `,NE o -� FOUND COVERAGE - PRINCIPAL BLDG. 50% 11.0 % 9.4 % ° ! '� OPEN SPACE N/A 47% 24% t� I' o PARKING SPACES 12 N/A 8 50'R ` MAP 34 r Nuc o PARKING CRITERIA 1/150 SF GROSS FLOOR AREA (GFA) m O442 H SHA V INK FENCE THEREFORE, 1660 SF/150 SF = 11.06 OR 12 SPACES RE(O'D N o w PF LANDS OF ANY LIMPED PARTNERSHIP 0 9 X 19' PARKING SPACE (OFFSTREET) 010745, PG. 390 REA LIGHTS �`+ w SIGNAGE MUIREMUM 50'R SPECIFICATIONS Y Z FREESTANDING SIGNS *** MAXIMUM # ALLOWED NONE F rw z NERT LIGHTINGNOTES z BUILDING WALL SIGNS MAXIMUM # ALLOWED NOT DEFINED a ° MAXIMUM AREA 1 SF PER; LINEAR FOOT OF BUILDING " -•.� "' � , w s FRONTAGE' FACING A STREET RELOCATED ,r. 2[ LOT DEPTH ,MA DEP WEIG CHAIN-LINK '" �� I� �_ LINE (4 ' �` WINDOW SIGNS *** . � s �° '' MAXIMUM # ALLOWED NOT DEfIM1ED FENCE ' MAXIMUM AREA WINDOW z 20% OF r r * 120 FEET PLUS, 20 FEET PER EVERY 2 PUMPS OVER 4 ASFHALT ° . , _ M t tiTMJj "� w ** 15 FEET FOR PUMPS PA�EMENT .5r�" *** AN Y/ALL PROPOSED SIGNAGE REQUIRE REVIEW AND APPROVAL THROUGH THE SAILEM \ I / O' f ` DESIGN REVIEW COMMITTEE AND SALEM REDEVELOPMENT AUTHORITY. GENERAL SITE NOTEIS PROPOSED 1. APPLICANT: AMERADA HESS CORPORATION 1 HESS PLAZA 1,660 S0. FT. WOODBRIDGE, NJ 07095 MAP 34 HESS EXPRESS / MAP 34 LOT 441 PROPOSED "VIAN , 'j` LOT 443 N/F LANDS OF ACCESSIBLE : �- - - - - - -� N/F LANDS OF 2. LOT SHOWN ON ASSESSOR'S MAP #34, LOT #442, IN THE CITY OF SALEM, MASSACHUSETTS. GEORGE E. MAGUIRE, HANDICAP PAIRKIpI;'* I I I - -�-a JEROME R. SOUSA, JR. TRUSTEE OF SOUTH RIVER REALTY TRUST I Y- PROPOSED 6' D.B. 9731, PG. 366 3. PROPERTY LINE AND INFORMATION TAKEN FROM A PLAN ENITITLED "ALTA/AGSM LAND TITLE & TOPOGRAPHIC SURVEY " SIGN '} i II PREPARED BY CONTROL POINT ASSOC., INC., WATCHUNG, NA., DATED JANUARY 22, 2001, SCALE: 1"= 10'. ALL D.B. 7021, PG. 283 z� � I � 1' � • : •��• CONCRETE `s I INFORMATION PROVIDED OUTSIDE 0 THE SUBJECT PROPERTY LINES IS BASED ON VISUAL FIELD OBSERVATION AND AS PROPOSED CONICt, '' 3'° a I I I • TRANSITION CURB II II WHEEL STOPS ( { I I I \ d u. SUCH, NOT TO SCALE. ai o 4. IT IS THE RESPONSIBILITY F THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH 0 o THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT 34NE *HESS EXPRESSO - TYP I PK NAIL WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S j 3'R �� FOUND RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. El RC6 / ON LINE FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL Pi I RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL n CONFORMANCE WITH LOCAL REGULATIONS AND CODES. --i '' CR RC4) 21.8' (BLACK) TB TF EJ 9SW I 5. ALL WORK SHALL CONFORM TO THE CITY OF SALEM AND THE COMMONWEALTH OF MASSACHUSETTS HIGHWAY DEPARTMENT I � CONSTRUCTION STANDARDS AS APPLICABLE. / I RC6 o� ® I I AIR 6. ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL BE CONSTRUCTED IN ACCORDANCE WITH AMERADA HESS a' O ---------------------- I CORPORATION SPECIFICATIONS. APPROXIMATE LOCATION (BLACK) OF 100' INNER RIPARIANQ / 7. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH ZONE LINE o ( ❑ RfCB O \� LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. ALL UTILITY SERVICE \ (BL-ACK) / I CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN THE FIELD PRIOR TO THE 1: i 4 R i 1 STORY COMMENCEMENT OF CONSTRUCTION. � ---------- --- CC MASONRY BUILDING "GOODYEAR" 8. ALL UTILITY LOCATIONS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE CONDUITS, ---------- PRODUCT PIPING, ETC. PRIOR TO COMMENCEMENT OF EXCAVATION OF ANY TYPE. .0, \ I I 9. ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL LOCATION. (TYP.) 00 i 10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY' "DIG-SAFE" (1-888-344-7233) 72 HOURS PRIOR TO ANY \ I PROPOSED DOUBLE EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER & SEWER DEPARTMENTS TO MARK OUT THEIR PROPOSED 5' ' Bp I AREA LIGHT (TYP. 2 UTILITIES. CONCRETE ;�, I PLACES) SIDEWALK '� - I'.- 11. THE -IMITS OF WORK SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION OR SITE N ------------�-- CLEARING. ' RC6 EXISTING 32.8' CANOPY / 12. ALL CONCRETE AND BITUMINOUS PATCH AREAS TO MATCH EXISTING GRADES. EP - ( ❑ RCB O O i PROPOSED CATCH BASIN 13. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH O.Si.H.A. REQUIREMENTS. -- -- -- - / (TYP. 4 PLACES) (TYP) J 14. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCtORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 28.8' - - -- ------------ 15. CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS, EXISTING I I AS WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, CANOPY :CF 16. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE "ENGINEER OF RECORD" IS C J (COLUMNS I / APPROXIMATE LOCATION STRICTLY PROHIBITED. (TYP) j 17. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLMN WILL SUPERSEDE IN ALL CASES. NOTIFY N n OF 100 INNER RIPARIAN ENGINEER OF P + R II 1=t 40' FRONT SETBACK LIN EP ZONE LINE RECORD OF ANY CONFLICTS. 1U' i 18. ALL FEATURES NOT LABELED AS "NEW", "PROPOSED", OR '"TO BE REMOVED" SHALL BE CONSIDERED TO BE "EXISTING TO (RC4CONCRETE TO BE-�i__24.3' / �1 REMAIN". 8" IN OVERLAPPING I � AREAS Q SPECIAL SITE NOTES I 5.0 0 ( i " PROPOSED DRAINAGE- j (,MANHOLE (TYP. 2 I 1. WORK SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:00 PM AND 8:00 AM (THE FOLLOWING DAY) ON WEEKDAYS ocN " (PLACES) I FOR AT ANY TIME ON SUNDAYS AND/OR HOLIDAYS. Z o I N NI � 2. ALL WORK SHALL COMPLY WITH THE CONDITIONS OF THE METLANDS & FLOOD HAZARD DISTRICT DECISION (DATED 0 0 ' >< PROPOSED 4' X 112' CONCRETE I \ 5/7/02) ISSUED BY THE SALEM PLANNING BOARD, THE CONDITIONS OF THE VARIANCE/SPECIAL PERMIT (DATED 0 RCS I ISLAND WITH MULTH-PRODUCT I CC i DISP=NSER (TfP. 4 PLACES) I \� 1/14/02) ISSUED BY THE SALEM ZONING BOARD OF APPEALS ORDER OF CONDITIONS (DATED 6/27/02) ISSUED BY THE I / I SALEM CONSERVATION COMMISSION, THE CONDITIONS OF THE SPECIAL PERMIT (DATED 4/9/02) ISSUED BY THE SALEM ' (TYP) L i BOARD OF HEALTH, THE SALEM FIRE DEPARTMENT, AND THEE SALEM BUILDING DEPARTMENT. RC6) a - fC° AS-BUILT PLANS STAMPED BY A REGISTERED PROFESSIONAIL ENGINEER SHALL BE SUBMITTED TO THE PLANNING AND PROPOSED 10 R D - O P + R a o + R o ® I CONC. SIDEWALK 3 ENGINEERING DEPARTMENTS PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. - - - - - - _ - HANDICAP 15' GASOLINE DISPENSER SETBACK LINE RAMP (1:20) EP z i PROPOSED STOP BAR AND ID SIGN W/PRICES JcoASTAL" FOR ADDITIONAL DISPENSING L0IWB PAINTED "STOP" SIGN AREA INFORMATION/DIMENSIONS 21 REFER TO SHEET #13 (TYP. 4 PLACES) (TYP. 2 PLACES; \ � YL EXISTING ID SIGN RR SPIKE 3'R �0 °O - -- -- -- - -- -- RR SPIKE (TO REMAIN) O MH SAN � - m �co m � � m BOHLER ENGINEERING. PQcQ PROPOSED 48.8 CONC. MAT _ FOUND 1'R FOUND P•0•B w z •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• FLlj ,:I;i r � w O � F- NORTH WALES, PENNSYLVANIA 1 10.00' P.L. o v o w 352 TURNPINE ROAD, SUITE 105 VALLEY STREAM, NEW YORK NI 85'(70'50" E v (215) 393-8300 0 0 (516) 872-2000 PROPOSED CONCRETE BOLLARD AND CHAIN o a STERLING, VIRGINIA SOUTHBORO, MA 01772 a`;.. ¢ WATCHUNG, NEW JERSEY CONC. '.!� '. PROPOSE , CONC. SIDEWALK Q o w c (703) 709-9500 (508) 480-9900 PARKING CONC. APPROACH FENCE (STYLE AND TYPE TO BE REVIEWED O w m o (908) 668-s3oo IL METER AND APPROVED BY THE SALEM DRB AND CURBGRANCONC. APPROACH GRAPHIC SCALE m w w o m o PROJE T: AMERADA HESS CORPORATION m 3 TITLE: SRD PRIOR TO CONSTRUCTION) _-____- ------------------------------------------ 10 0 5 10 20 40 z w W Q PROPOSED HESS EXPRESS z z z w ASSESSOR'S MAP #34, LOT #442 SITE PLAN DEP. CURB GRANITE CURB DLP. GURU z� w w 0 1 � y 295 DERBY STREET, CITY OF SALEM IL u `-' U a ESSEX COUNTY, MASSACHUSETTS EXISTING 24.0' DRIVEWAY DOUBLE PARKING METER EXISTING 24.0' DRIVEWAY 12� w w SCALE: H 1"-10' DATE: INLE BOLLARD (TYP} IN FEET w [ifw E W. D . GOEBEL S.P. DECOURSEY (V) NONE 8/14/01 SHEET No: (TO REMAIN) (TO REMAIN) MH SAN ( ) a a a o U 1 inch = 10 ft. w Lw a �w a STREET -APPLICANT IS RESPONSIBLE FOR > > � > w ; o DRAWN BY: PROJECT No: w w w w w W JSC W010719 DERBY THE REPAIFR AND/OR REPLACEMENT O m a a a � � � A.K.A. ROUTE 1 A Of ANY DAAMAGE, (CURBS, ( SIDEWALKS;, ETC.) OFF-SITE CAUSED o \ o \ \ \ CHECKED BY: CAD I.D. : OF 13 PROFESSIONAL ENGINEER PROFESSIONAL ENGINEER LMD W010719SS9 o r _N a MASSACHUSETTS LICENSE No. 42644 MASSACHUSETTS LICENSE No. 36424 (F.K.A. WATER STREET) DURING CO)NSTRIJCTION No RHODE ISLAND LICENSE No. 7268 NEW HAMPSHIRE LICENSE No. 9308 (PUBLIC-VARIABLE WIDTH R.O.W.) °o `o `n In CONNECTICUT LICENSE No. 21854 MAINE LICENSE No. 8408 REV. No. > NEW HAMPSHIRE LICENSE No. 10280 VERMONT LICENSE No. 7110 6 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE xS�A eCou 6�0 _ DRILL HOLE 3p•, wfech oun .MuREFERENCES: ; �O I t 6 w2 w seum 0 FOUND 0.9' N \ 1. THE OFFICIAL ASSESSOR'S MAP M0. 34 OF THE CITY OF SALEM, ESSEX COUNTY, COMMONWEALTH dam' \ 655 OF MASSACHUSETTS. ddd 2. MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM, FIRM FLOOD INSURANCE RATE MAP, w I� CITY OF SALEM, MASSACHUSETTS ESSEX COUNTY PANEL 1 OF 5 COMMUNITY-PANE The Peabody Esse m G L ■ a NUMBER 250102 0001 B, EFFECTIVE DATE AUGUST 5, 1985. 1'' lfgp B ro 6A4 3. ZONING ORDINANCE: CITY OF SALEM, MASSACHUSETTS, REPRINTED 1999. 96.56' 4 ENTITLED "WIDENINGu s Md 4e is DATEDL1IDENING OF DERBY ST, FROM CENTRAL ST. TO ORANGE ST. SALEM , MASS.",5. 5 DRILL HOLE i I SNW 642 FOUND 5. MAP ENTITLED "PLAN OF LAND AND A PORTION OF SOUTH RIVER TAKEN FOR THE EXTENSIONS I OF DERBY ST. TO LAFAYETTE ST., SALEM MASS.", DATED MARCH 1915. ! i nrbO�Src 6. MAP ENTITLED "PLAN OF LAND BELONGING TO C-B REALTY ASSOCIATES SITUATED IN SALEM, MASS." rc I e�X55 PREPARED BY BRADFORD & WEED, DATED MAY 31, 1946. 7. MAP ENTITLED "LAND OF BRADSHAW LONGMAID, DERBY ST., SALEM, MASS.", DATED SEPT. 1964, rH/Cpc NUNC FILED IN THE ESSEX REGISTRY OF DEEDS ON OCT, 30, 1964 AS FILE 502 OF 1964. Q 0 8. ASSESSOR PROPERTY .CARD FOR LOT 442, MAP 34 PROVIDED BY THE CITY OF SALEM ASSESSOR'S OFFICE. Id I / L5 9. SEWER MAP RECEIVED FROM CITY' OF SALEM DEPARTMENT OF PUBLIC SERVICES. 4/ / Y 4. z XS 55 el , LOCUS MAP \ _ —5' ,i' — ` 0 1997 Delorme, Street Atlas U.S.A. NOTES: 1 �CRASS AREA ' gag I 1. LOCUS KNOWN AS LOT 442, ASSESSOR'S MAP 34, OF THE OFFICIAL, TAX MAPS OF THE 2.3 / CITY OF SALEM, ESSEX COUNTY, COMMONWEALTH OF MASSACHUSETTS. / 2. AREA = 17,603 S.F., 0.404 AC. zo x565 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE NOT SHOWN. ASPHALT / n 4, THIS PLAN IS BASED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN THE FIELD BY PAVEMENf� o CONTROL POINT ASSOCIATES, INC. AND OTHER REFERENCE MATERIAL AS LISTED HEREON. _ 1 03� 5. THIS SURVEY WAS PREPARED WITH REFERENCE TO A TITLE COMMITMENT PREPARED BY LAWYERS TITLE INSURANCE CORPORATION, CASE NUMBER C3433, WITH AN EFFECTIVE DATE OF IN I DECEMBER 19, 2000, WHERE THE FOLLOWING SURVEY RELATED EXCEPTIONS APPEAR IN 1 SCHEDULE B, SECTION 2. \N, !§ o METES AND BOUNDS DESCRIPTION © RIGHTS TO CITY TO MAINTAIN AND OPERATE DRAIN THROUGH PREMISES - DOES / ASSESSORS MAP 34, LOT 442 NOT AFFECT THE SUBJECT PROPERTY. CITY OF SALEM MAP 34 MAP 34 j MAP 34 ESSEX COUNTY, COMMONWEALTH OF MASSACHUSETTS 6. UNDERGROUND TANK SIZES WERE OBTAINED FROM INFORMATION RECEIVED FROM STATION LOT 441 LOT 44;2 / LOT 443 MANAGER OR EMPLOYEE. ALL SIZES AND LOCATIONS ARE APPROXIMATE & ARE SUBJECT TO N/F LANDS OF \ N/F LANDS OF / N/F LANDS OF FIELD VERIFICATION GEORGE E. MAGUIRE, C48BS OIL COMPANY UNITED PARTNERSHIP / e•1O JEROME R. SOUSA, JR. TRUSTEE OF SOUTH RIVER REALTY TRUST \ D.B. 010745, PG. 390 / g65 D.B. 9731, PG. 366 BEGINNING AT A POINT ON THE SOUTHERLY SIDELINE OF DERBY STREET A.K.A. 7. ELEVATIONS ARE BASED UPON NGVD 1929 DATUM, REF. U.S.C.G.S. BM #19, ELEV.=13.695. D.B. 7021, PG. 283 � ( 0 F51 �\ / ROUTE 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 \� / BEING NORTH 85 DEGREES - 00 MINUTES - 50 SECONDS EAST, A DISTANCE OF 272.87 FEET \ / 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 LAIFAYETTE STREET AND FROM SAID BEGINNING POINT RUNNING THENCE, 9. LOCUS IS LOCATED IN ZONING DISTRICT B-5 PER REF. #8. IPK NAIL 1 APPROX LOC (3) UNDERCROUNO FOUND 1 ZONING DATA: ZONE B-5 (BUSINESS AND INDUSTRIAL) \�1bGZ 144 g' 3 VENTS `` y /KIEL SOME TANKS (SEE NOTE 6) IDN UNE 1 1. ALONG THE SOUTHERLY SIDELINE OF DERBY STREET, NORTH 85 DEGREES - 00 MINUTES - 50 SECONDS EAST, A DISTANCE OF 110.00 FEET TO A POINT, THENCE; MIN. LOT AREA 2,000 S.F. I' o g�3 g5a 0 g�A p 01 ? ® I; MIN, LOT WIDTH 30 FT. -�` 2. ALONG THE DIVIDING LINE BETWEEN LOT 442 AND LOT 441 MAP 34 SOUTH 04 VACUUM oN co . P I MIN. LOT COVERAGE 100% V� g�� g 4 I DEGREES - 13 MINUTES - 40 SECONDS WEST, A DISTANCE OF 185.24 FEET TOA MAX. BLDG. HEIGHT 70 FT/6 STORIES 1 DRILL HOLE FOUND IN THE STONE BULKHEAD ON THE NORTHERLY SIDE OF THE SOUTH OF CONC. I RIVER, THENCE; MAX. HEIGHT OF FENCES & WALLS 10 FT. FLOOR AREA RATIO 6:1 PAVEMENT 1 3. ALONG THE NORTHERLY SIDE OF THE SOUTH RIVER AND ALONG SAID BULKHEAD, NORTH 80 DEGREES - 12 MINUTES - 30 SECONDS WEST, A DISTANCE OF 96.56 FEET TO A MASONRYTBUI DING / �/ POINT IN THE STONE BULKHEAD, THENCE: UTILITIES: 'GIBBr 5 00 I 6 4. ALONG THE DIVIDING LINE BETWEEN LOT 4422 AND LOT 443, MAP 34, NORTH 00 DEGREES _ _ 50 t ee,1 X295 \ \ "'"-'- -- ----' / I( POINT AND 16 MI U BEGINNING. WVIEST, A DISTANCE OF 158.76 FEET TO THE (HL FOLLOWING COMPANIESAND REQUESTEDTOMARK OUT UNDERGROUND DIG SAFE SYSTEM 1-800-344-7233 S AFFECTING vl AND SERVICING THIS SITE. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS 0 -- - - ( BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST, 0�9b /-COVER / _ - 3X3 COVER TTYP� - - -.� c I �000 � gA1 I � PtAu�ER d1 / � \ a I� ( CONTAINING 17,603 SQUARE FEET OR 0.404 ACRE SERIAL NUMBER(S): 20010703994 t; ( �o ( n-�2X2 COVER (TYP) io" 12•COVER (tyP) I 1 1 STORY THIS DESCRIPTION IS WRITTEN WITH REFERENCE TO TITLE COMMITMENT PREPARED BY ll I I MASONRY BUILDING _UTILITY COMPANY PHONE NUMIBER LAWYERS TITLE INSURANCE CORPORATION CASE NUMBER C3433 WITH AN EFFECTIVE DATE I + g83 gD1 / II "GOODYEAR' OF DECEMBER 19 2000. I \ / t,1 BOSTON GAS 978 943-5444 800 598-0628 -- 508 860-6535 �----- --- --- 1 AT&T BROAD BAND I' oD•t �� - � II MASS. ELECTRIC VERIZON 1800) 347-5857 �o5A 0,12 /�--- --- ATG-----_.--.�\ ® II I; eA \ �I 8,8' --------- ---S5 \\ I I i 1 •� .•.•OVERHEAD CANOPY(13.1'1•CLEEARAK •• •---• X` ❑ 00 / (COVER II - LEGEND AMERADA HESS CORPORATION, A DELAWARE CORPORATION CONC. g I 123-- EXISTING CONTOUR AMERADA HESS FACILITIES BUSINESS TRUST NO. 1998-1, SPAD FOR COL (M) \ I g�A ACTING ONLY WITH RESPECT TO SUBI PORTFOLIO NO, 2001-2 1 6A g. CONC• ISLAND (TMP) �`\ 15 COVER (TMP) X 123.45 EXISTING SPOT ELEVATION GENERAL FOODS CREDIT CORPORATION X TC 123,45 EXIST, TOP OF CURB ELEVATION WILMINGTON TRUST COMPANYSPECON V, LLC, A DELAWARE LIMITED LIABILITY COMPANY X G 122.95 STATE STREET BANK AND TRUST COMPANY, A MASSACHUSETTS 1 \ . GUTTER ELEVATION • I I o.A \ 2X2 CONC. MAT EXIST. TRUST COMPANY, AS INDENTURE TRUSTEE UNDER THE TRUST I I n 95e rt s I \\ (T�•) � OH OVERHEAD WIRES INDENTURE AND SECURITY AGREEMENT DATED AS OF MAY I i eA 14, 2001 (THE INDENTURE ) AND THE HOLDERS FROM I I U-BOLIARD (TMP) G- - APPROX. LOC. UNDERGROUND GAS' LINE TIME TO TIME OF THE LOAN CERTIFICATES SECURED BY THE ASPHALT + INDENTURE 3g PAVEMENTI 1 \\\ ` — g � I I � —E— — APPROX, LOC. UNDERGROUND ELEC. LINE /�, LAWYERS TITLE INSURANCE CORPORATION / g'g J e 1g5z �CONC. I e^ xg`'� -+- UTILITY POLE THIS IS TO CERTIFY THAT THIS MAP OR MAT 034 jq\! \ PLAT AND THE SURVEY WHICH IT IS P � ddd BASED WERE MADE ( NN ACCORDANCE ® MONITORING WELL q.' \ LAMP POST WITH MINIMUM STANDARD DETAIL RE- =t t' I OUIREMENTS FOR ALTA/ACSM LAND TITLE +j 1 �`�"�F\ 3 i SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, r i CANOPY COL, (m) v, X50 1 �\ �� ge° AND INCLUDING ITEMS 2,3,4,5,8,10,11 & 13 / 0� I \ � �� gb __ __ � OF TABLE A THEREOF. PURSUANT TO THE r , I -------------- A CURACY STANDARDS AS ADOPTED BY ALTA ,1 I CONC. SIDEWALK HSPS, AND ACSM AND IN EFFECT ON THE I g 6� DATE OF THIS CERTIFICATION, THE UNDER- 0 SIGNED FURTHER CERTIFIES THAT THE POSITIONAL UNCERTAINTIES RESULTING FROM 0 SIGN W/PRICES ' ! I @g.e� DISPENSER(TMP.) I " / �/ THE SURVEY MFRS DE ON THE 'COASTALa SURVEY DO N F3T PLOWABLE G5 ID SIGN W/PRICE PODS I �� POSITIONAL TQ E. V to I OVERHEAD CANOPY(13.7'* CLEARANCE) I MH SAN A9 �• -�•- •--•��---••�•---�--- %••• IANIDSCAPED AREA TELEPHONE RIM 9.67 g Al RR SPRE .Y, 4 , t RR SPIKE PAD obs 1).63 CRANRE CURB 9 41 ❑1 I RIM- FOUND ❑ CONC. MOE OF PAVEMENT FOUND P.O.B. GRAPHIC SCALE {�^� �,i �y17? $- � '.> 001 j 979 MASSACHUSE't R.QFESSION � DATE mit OF FAVE.M01 F6__ 4 LAND SURVEY o075C OS „ g.e yy+� obi GRANITE CURB o T1s .40 110.00 0�a Gob GRaNIT RB z0 40 �0• 66 G o4 G G G G ECU 10 0 5 10 En g• N 85 00 50 E ...I'--- Y - 3 REVISE TO ADD TOPOGRAPHY do EDIT BOUNDARY ` yDV W G.S.G. B-13—01 SG ggA tC 53 ------E-----E- E---- - E-----E-----E----- E-----E-----E ---E IIS 111 EDGE RICKS CONC. SIDEKX K G g EDGE q� APPROX LOC. UG EIEC. UNE PER UTILITY MARKOUT(SEE NATE 3) + 2 REVISED CERTIFIED PARTIES W.P.H. P.J. OS-11-01 PARKING CONC.APPROACH METER # ,;E 0,155 �• 4 TRE � CONIC.APPROACHw 0 jfR IN i in h �10 ET ) rt, 1 REVISED CERTIFIED PARTIES ------ ---... --•- D.W. P.J. 03-08-01 12'RCP gbh ' CURB 1C o SSC N GRANRE �� ZC j6 b 9�ADEP' CURB b pp! 46 910 (C b3 No DESCRIPTION OF REVISION DRAWN: APPROVED: DATE G FIELD DATE `ODS INLET tG g 45 G 9• G DOUBLE PARKING METER G I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, ALTA/ACSM LAUD TITLE & TOPOGRAPHIC SURVEY jr,gra? C=10.07 G BOLLARD ) AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THAT THIS SURVEY HAS BEEN PER- 01-12-01 RI SAN FORMED IN ACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS. THAT THE PROPERTY AMERADA HESS CORPORATION GRT=.32 INV--37 LINES AND RELATIONSHIP OF BUILDINGS AND O TRUCTURES TO THE PROPERTY LINES AND THE F/B NO, YJII-7'32 —. _— -_ ! INV--0.93 .._ -_ -_ LAND INDICATED) HEREON IS CORRECT, AN E NO ENCROACHMENTS OF BUILDINGS OR _ .._ --- STRUCTURES ONTO SAID LAND EXCEPT 295 DERBY STREET RI SAN DER�3Y : STREE � -- - _ _ _ _ CPOO-20 HESS __._ __.. O '' LOT 442, ASSESSORS MAP 34 130747*6 -..- 188* UF 48'CHANNEL PER REF,I)9 (NOT FIELD VERIFIED, SEE NOTE J) THE OFFSETS SHOWN ARE NOT TG7` y�SED F � a RUCTION OF ANY STRUCTURE, FENCE, F/B PG. (FILLED W/DEBRIS) — — '-- --" -- r— .-- +.. _ — — -- -- ^ "— --- "— a — — PERMANENT ADDITION, ETC. 1. C7fiE — _ __.. — (A.K.A. ROUTE 1 A) _ _ _ CITY OF SALEM, ESSEX COUNTY tGA:�V7�TE R—STR EE"f'j — 1881 LF 48'CHANNEL PER REF. J9 r +' 78 COMMONWEALTH OF MASSACHUSETTS — --- PUBLIC—VARIABLE WIDTH R.O.W.) (NOT FIELD VERIFIED, SEE NOTE 3) I V A DRAW CONTROL POINT' ( (ASPHALT ROADWA`) d 8-13-2001 D.W, e.k� A S S O C I A T E S INC. �Z o•g� ! 0 bg PAINTED DOUBLE YELLOW LINE bt GREG t CHECKED: 776 MOUNTAIN BOULEVARD GWYNEDD CORPORATE CENTER �0• PAINED DOUBLE YELLOW LINE �, g10 9 C�• `n� DATE WATCHUNG NJ 07060 ' 1120 WELSH ROAD SUITE 200 MASSACHUSETTS PROFESSIONAL LAND SURVEYOR x!40762 P.J. 908.66$.0099 - 908.668.9595 FAX NORTH WALES, PA� 19454 215.412.9055 - 215.412-0861 FAX THIS CERTIFICATION IS MADE TO ONLY NAMED PARTES FOR PURCHASE AND/OR MORTGAGE OF HEREIN DELINEATED PROPERTY BY THE NO. REV. . NAMED PURCHASER. NO RESPONSIBILITY OR LIABILITY IS ASSUMED BY SURVEYOR FOR THE USE OF SURVEY FOR ANY OTHER PURPOSE SCALE FILE DWC. N0. I INCLUDING, NCEITLU I G, BUTNOT LIMITED TO,Y OR INDIRECTLY. USE OF SURVEY AFFIDAVIT, RESALE OF PROPERTY, OR TO ANY OTHER PERSON NOT LISTED IN CERTIFICATION, "— 3 01-22-2001 1 -10 C00532 OF N0DATE I CERTIFY THAT THIS PLAN , AS PREPARED , CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS . SN OF oto STEPHENyG P. DeCOURSEY CIVIL w �No. 36424 o yO 'rs/OMALoz SOUTH • I RIVER i 77T/T�T7777� i I I -✓ FI.JPOSED . i 1 ,6 J :iQ, FT, H E,ec�. EXPRES i LINE A LINE B LINE C LINE D LINE E DERBY STREET (A.K.A. ROUTE IA) "��N OF 44 (F.K.A. WATER STREET) �t7•- `YC (PUBLIC—VARIABLE WIDTH R.O.W.) A STEPHENP. •!G O y DeCOURSEY w CIVIL ?No. 36424Q LINE CALCULATIONSO`�SronALE�j6'`� GRAPHIC LINE A = 182.85 LINE B = 176.69 30 0 is 30 60 LINE C = 170.54 LINE D = 164.38 LINE E = 158.14 ( IN FEET ) I inch = 30 f TOTAL LINES A-E = 852.60 WEIGHTED LOT AVERAGE OF ALL 5 LINES = 170.52 DEPTH PLAN SETBACK REQUIREMENT = 42.63 SHEET 5 OF 6