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295 DERBY STREET - ZBA -295 DERBY STREET 1 coxolr CITY OF SALEM9 MASSACHUSETTS CITY OF $ BOARD OF APPEAL SALEM MA CLERK'S OFFICE = 120 WASHINGTON STREET, 3RD FLOOR SALEM, MA 01 970 �s TEL. (978) 745-9595 FAX (978) 740-9846 STANLEY J. USOVICZ, JR. 1OOI OCT — I A ck 38 MAYOR DECISION OF THE PETITION OF AMERADA HESS CORPORATION REQUESTING A MODIFICATION & ENTENSION OF VARIANCE AND SPECIAL PERMIT FOR THE PROPERTY LOCATED AT 295 DERBY STREET B-5 A hearing on this petition was held September 18, 2002, with the following Board Members present: Nina Cohen, Stephen Harris, Nicholas Helides, Joseph Barbeau and Bonnie Belair. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. Petitioner is requesting an extension and modification of a Decision of this Board dated November 14, 2001 (the Prior Decision), the Prior Decision granted a Special Permit to alter a non-conforming structure and Variance from dimensional requirements of the Salem Zoning Ordinance. The provisions the Salem Zoning Ordinance which is applicable to the request for a Special Permit is section 5-3 0), which provides as follows: Notwithstanding anything to the contrary appearing in this Ordinance, the Board of Appeal may, in accordance with the procedure and conditions set forth in Sections 8-6 and 9-4, grant Special Permits for alterations and reconstruction of nonconforming structures, and for changes, enlargement, extent expansion of nonconforming lots, land, structures, and uses, provided, however, that such change extension, enlargement or expansion shall not be substantially more detrimental than the existing nonconforming use to the neighborhood. In more general terms, this Board is, when reviewing Special Permit requests, guided by the rules that a Special Permit request may be granted upon a finding by the Board that the grant of the Special Permit will promote the public health, safety, convenience and welfare of the City's inhabitants. The Variances which have been requested may be granted upon a finding of the Board that: A. Special conditions and circumstances exist which especially affect the land, Building or structure involved and which are not generally affecting other lands, buildings or structures in the same district. B. Literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, financial or otherwise, to the petitioner. C. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district or the of the Ordinance DECISION OF THE PETITION OF AMERADA HESS CORPORATION REQUESTING A MODIFICATION & EXTENSION OF VARIANCE AND SPECIAL PERMIT FOR THE PROPERTY LOCATED AT 295 DERBY STREET B-5 page two The Board of Appeal, after careful consideration of the evidence presented, and after viewing the plans makes the following findings of fact: 1. Petitioner, Amerada Hess Corporation, proposes to upgrade an existing gasoline service station located at 295 Derby St. Salem, adding a new 24-hour convenience store. John Kusich of Bohler Engineering, 352 Turnpike Road, Southborough Ma. and by Philip C. Lombardo Jr. Esq. Seder & Chandler, 339 Main Street, Worcester, Ma.represented the Petitioner. 2. The prior decision approved the upgrade of the gasoline station, which includes the following: (a) a 1,660 square foot retail store toward the rear of the property (encroaching on the side yard setback area) with 9 front-entering parking spaces, including a handicap accessible space abutting the storefront; (b) 4 new gasoline fuel pumps under an existing canopy that is 14.5 feet the property line and within the 15 foot gasoline dispenser setback line; © an identifying sign to be relocated to the front left side of the property 2.5 feet from the line (and within the side yard setback area); (d) a trash enclosure to be located within the right side yard setback area. 3. The Prior Decision found appropriate grounds for granted the Variances and Special Permit. 4. The new plan introduced by the Petitioner indicated several changes from the plan approved by the Prior Decision, namely; (a) Due to changes to the building made in response to comments from City of Salem Planning, and Salem Redevelopment Authority, the convenience store design, including the roof and fagade, has changed and the building has been relocated. The new building will extend to within 7 feet of the side lot line along the eastern portion of the property. (b) The trash enclosure will be reduced in size, so that no variance will be required from side setback requirements. © The number of off-street parking spaces will be reduced 9 to 8. (d) The existing free-standing sign will not be relocated and will remain in place (e) Hess will install a walkway on the eastern portion of the property Leading to a 10-foot walkway along the rear of the property. This will be done to comply with one of the conditions of the Prior Decision, namely, that the Petitioner worked with the City of Salem Planning officials with respect to the riverfront walk/bike path to enable public access to the Y 1� DECISION OF THE PETITION OF AMERADA HESS COROPRATION REQUESTING A MODIFICATION AND EXTENSION OF A VARIANCE AND SPECIAL PERMIT FOR THE PROPERTY LOCATED AT 295 DERBY STREET B-5 page three portion of the proposed path and to obtain a Chapter 91 license in connection with the proposed improvements. (e) Petitioner will install park benches and a fence at the rear of the Property adjacent to the South River. (f) The fuel pumps will be placed 14.5 feet from the front lot line. as previously approved. 5. The Board finds that the new plan submitted with the Petitioner's application is an Overall improvement over the prior plan. This Board finds that the same grounds for the Variance and Special Permit upon which the Prior Decision is based exist with respect to the new plan. On the basis of the above findings of fact, and on the evidence presented at the hearings the Zoning Board of Appeal concludes as follows: 1. Special conditions exist which especially affect the subject property but not the district in general. 2. Literal enforcement of the provisions of the Ordinance would involve substantial hardship on the petitioner. 3. The relief requested can be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district or the purpose of the ordinance 4. The Special Permit granted can be granted in harmony with the neighborhood and will promote the public health, safety, convenience and welfare of the city's inhabitants. Therefore, the Zoning Board of Appeal voted unanimously, 5-0, to grant the relief requested, subject to the following conditions; 1. Petitioner shall comply with all city and state statutes, ordinances, codes and regulations. 2. All construction shall be done as per the plans and dimensions submitted and approved by the Building Inspector. 3. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. 4. Petitioner shall obtain a building permit prior to beginning any construction. 5. A Certificate of Inspection is to be obtained. DECISION OF THE PETITION OF AMERADS HESS CORPORATION REQUESTING A MODIFICATION AND EXTENSION OF A VARIANCE AND SPECIAL PERMIT FOR THE PROPERTY LOCATED AT 295 DERBY STREET B-5 pagefour 6. Petitioner is to obtain approval from any City Board or Commission having jurisdiction including, but not limited to, the Planning Board. 7. Petitioner agrees to enter in good faith into discussions with the City on Master Plan of the waterfront, to ensure public access. 8. There shall be no A-frame signs. Special Permit & Variance Granted September 18, 2002 Nina Cohen, Chairman Board of Appeal A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of the Massachusetts General Laws Chapter 40A, and shall be filed within 20 days after the date of filing of this decision in the office of the City Clerk. Pursuant to Massachusetts General Laws Chapter 40A, Section 11, the Variance or Special Permit granted herein shall not take effect until a copy of the decision bearing the certification of the City Clerk that 20 days have elapsed and no appeal has been filed, or that, if such appeal has been filed, that it has been dismissed or denied is recorded in the South Essex Registry of Deeds and indexed under the name of the owner of record or is recorded and noted on the owner's Certificate of Title. Board of Appeal • tFF�� SALEM. MA o CITY OF SALEM, MASSACHU BOARD OF APPEAL CLERK'S OFFICE 1 ' 120 WASHINGTON STREET, 3RD FLOOR SALEM, MA 01970 TEL. (978) 745-9595 FAX (978) 740-9846 .1001 NOV 19 P 2: 18 STANLEY J. USOVICZ, JR. MAYOR DECISION OF THE PETITION OF AMERADA HESS CORPORATION REQUESTING A VARIANCE AND SPECIAL PERMIT FOR THE PROPERTY LOCATED 295 DERBY STREET B-5 A hearing on this petition was held November 14, 2001, 2001 with the following Board Members present: Nina Cohen, Richard Dionne, Stephen Harris, Nicholas Helides and Joan Boudreau. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. Petitioner is requesting a Special Permit to alter a nonconforming structure and Variances from minimum lot width and lot area, also a Variance from parking for the property located at 295 Derby Street in a B-5 zone. The provisions the Salem Zoning Ordinance which is applicable to the request for a Special Permit is section 5-3 0),which provides as follows: • Notwithstanding anything to the contrary appearing in this Ordinance,the Board of Appeal may, in accordance with the procedure and conditions set forth in Sections 8-6 and 9-4, grant Special Permits for alterations and reconstruction of nonconforming structures, and for changes, enlargement, extent expansion of nonconforming lots, land, structures, and uses, provided, however, that such change extension, enlargement or expansion shall not be substantially ntiall more detrimental than the existing nonconforming a y use to the neighborhood. In more general terms, this Board is, when reviewing Special Permit requests, guided by the rules that a Special Permit request may be granted upon a finding by the Board that the grant of the Special Permit will promote the public health, safety, convenience and welfare of the City's inhabitants. The Variances which have been requested may be granted upon a finding of the Board that: A. Special conditions and circumstances exist which especially affect the land, Building or structure involved and which are not generally affecting other lands, buildings or structures in the same district. B. Literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, financial or otherwise, to the petitioner. • C. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district or the of the Ordinance. 1 ECISION OF THE PETITION OF THE U SA T NG A VARIANCE AND SPECIAL ERM T H FOR TDA HESS HE R ORATION REQ PROPERTY R LOCATED AT 295 DERBY STREET B-5 pagetwo The Board of Appeal, after careful consideration of the evidence presented, and after viewing the plans, makes the following findings of fact: 1. Petitioner Amerada Hess Corporation proposes to upgrade an existing gasoline service station located at 295 Derby St. in Salem, adding a new 24-hour convenience store. Hess was represented at the public hearing by Luke DiStefano of Bohler Engineering, 352 Turnpike Rd., Southboro, Ma. and by Attorney Phil Lombardo. 2. According to a blueprint plan submitted by Hess,the lot consists of 17;603 sf with 110 ft of frontage on Derby St. Hess proposes to locate 4 gas pumps under an existing canopy that is 14.5 feet from the front property line,just under the15' gasoline dispenser setback line. An identifying sign is to be located at the front left side of the sited approximately 2.5 feet from the right rear property line. Thus the proposed plan will require dimensional variances from the Zoning Ordinance as • follows: a variance from lot size, lot width,front setback, side setback on right side and side setback on left side. Petitioner also seeks a use variance to permit continuation of the gasoline service station use in the central development district. 3. Hess' plan introduces a 1,660 sf retail store with dimensions of 27 by 59.3', which will be located toward the rear of the lot. Nine front-entering parking spaces, including a handicapped accessible space, will abut the storefront. 4. As grounds for the variances, Hess states; Due to the unique size, topography, soil characteristics and shape of the lot, the proposed structure cannot be constructed in complete compliance with dimensional requirements of the Zoning Ordinance and these conditions do not affect other land, buildings and structures in the same district. 5. Specifically, the proposed improvements, which met no opposition at the public hearing, will improve the services offered by enabling faster, more efficient access to the gasoline pumps, creating better drainage facilities, expanding the range of retail services available to the public, and improving the architectural look of the station. 6. The Hess site allows access to the South River. Hess acknowledges that it has a unique opportunity to advance the City of Salem's master plan by enabling pedestrian and bicycle access to the site at the riverfront. In light of the City's granting of the requested variances, Hess agrees to enter in good faith into discussions with Ci tannin the riverfront walk/bike path to enable public City officials planning • access to that portion of the proposed path. 141 DECISION OF THE PETITION OFAMERADA HESS CORPORATION REQUESTING A ' SPECIAL PERMIT AND VARIANCES FOR THE PROPERTY LOCATED AT 295 DERBY STREET B-5 page three 7. It is a condition of this variance that Hess obtain a state-mandated Ch. 91 waterways licenserior to completion of this project. P On the basis of the above findings of fact, and on the evidence presented at the hearings the Zoning Board of Appeal concludes as follows: 1. Special conditions exist which especially affect the subject property but not the district in general. 2. Literal enforcement of the provisions of the Ordinance would involve substantial hardship on the petitioner. 3. The relief requested can be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district or . the purpose of the ordinance 4. The Special Permit granted can be granted in harmony with the neighborhood and will promote the public health, safety, convenience and welfare of the city's inhabitants. I'I . Therefore, the Zoning Board of Appeal voted unanimously, 5-0, to grant the relief requested, subject to the following conditions; 1. Petitioner shall comply with all city and state statutes, ordinances, codes and regulations. 2. All construction shall be done as per the plans and dimensions submitted and approved by the Building Inspector. 3. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. 4. Petitioner shall obtain a building permit prior to beginning any construction. 5. A Certificate of Inspection is to be obtained. 6. Petitioner is to obtain approval from any City Board or Commission having jurisdiction including, but not limited to, the Planning Board. 7. Petitioner agrees to enter in good faith into discussions with City on Master Plan of the waterfront. 8. There shall be no A frame signs. • J 1 � CORPORATION DECISION OF THE PETITION OF AMERADA HESS SPECIAL PERM T AND VAR ANCE FOR THE P OPERTY LOCA ED AT295 DERBY STREETSTREET B-5 page four Special Permit&Variance Granted November 14, 2001 'Nina Cohen, Chairman Board of Appeal A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of the Massachusetts General Laws Chapter 40A, and shall be filed within 20 days after the date of filing of this decision in the office of the City Clerk. Pursuant to Massachusetts General Laws Chapter 40A, Section 11, the Variance or Special Permit granted herein shall not take effect until a copy of the decision bearing the certification of the City Clerk that 20 days have elapsed and no appeal has been filed, or that, if such appeal has been filed, that it has been dismissed or denied is recorded in the South Essex Registry of Deeds and indexed under the name of the owner of record or is recorded and noted on the owner's Certificate of Title. Board of Appeal • - ZONING ANALYSIS TABLE ZONE CRITERIA REQUIRED EXISTING PROPOSED If ZONING DISTRICT CENTRAL DEVELOPMENT (B-5) DRILLHOLE MINIMUM LOT AREA 12,000 SF 17,603 SF NO CHANGE FOUND "� 0.9' N ` ` MINIMUM FRONTAGE 120 FEET* 110 FEET NO CHANGE MIN. FRONT SETBACK 40 FEET** 3.8 FEET 3.8 FEET STnpf BU(KH(AD MIN. REAR SETBACK 10 FEET** 84.6 FEET 39.8 FEET TD' ` MIN. SIDE SETBACK 10 FEET** 14.3 FEET 11 .8 FEET \f ARS A K0Nf ` ` ` MAX. BUILDING HEIGHT 70 FEET/6 STORIES 12.7 FEET 19.7 FEET - DRILL HOLE F\gsOC( ` � FOUND COVERAGE - PRINCIPAL BLDG. 50% 11 .0 % _ N 18.5 % PTspc,R -�� �,� � � � � � PARKING SPACES 12 NIA 9 f �fTg f / v I �I LOT 442 AC�Nf \ �-- ` �\ PARKING CRITERIA 1/150 SF GROSS FLOOR AREA (GFA) m Y PROPOSED N/F LANDS OF �-- �' THEREFORE, 1660 SF/150 SF = 11 .06 OR 12 SPACES REQ'D t PROPMANHOSED(DRAINAGE W I mI LANAREAPED cIBBs OILD.B.M01D745,MPGD3ADRTNERSHIP �` ` \ ' HcHCHA(amKrcNce 9' X 19' PARKING SPACE (OFFSTREET) PLACES) 0 , h, o SIGNAGE REQUIREMENTS ' Lei ' I '� \ FREESTANDING SIGNS *** MAXIMUM # ALLOWED NONE o iI Z , a, BUILDING WALL SIGNS *** MAXIMUM # ALLOWED NOT DEFINED MAXIMUM AREA 1 SF PER LINEAR FOOT OF BUILDING ?, W ' FRONTAGE FACING A STREET I 1�I w I I in WINDOW SIGNS *** MAXIMUM # ALLOWED NOT DEFINED za _ - MAXIMUM AREA 20% OF WINDOW 11.8' i La ;� / / * 120 FEET PLUS, 20 FEET PER EVERY 2 PUMPS OVER 4 ? I m ** 1 PROPOSE y IW *** ANY/ALL FPROPOSED SIGNAGE REQUIRE REVIEW AND APPROVAL THROUGH THE SALEM BUILDINGLIGHT , rn io �PAVEMTNT z ' ' 59.3 ' (TYP. 2 PLACES) to r\ DESIGN REVIEW COMMITTEE AND SALEM REDEVELOPMENT AUTHORITY. �. ti b TY LACES -: ^ ' o i PROPOSED PROP. 8'x20' VINYL GENERAL SITE NOTES FENCE TRASH 1. APPLICANT: AMERADA HESS CORPORATION 1 ,660 SQ. FT. ENCLOSURE 1 HESS PLAZA ° "' `" HESSEX=KESS WOODBRIDGE, NJ 07095 I I ' - , ' 34, LOT 442, IN THE CITY OF SALEM, MASSACHUSETTS. MAP 34 20.0 MAP 34 2 LOT SHOWN ON ASSESSOR'S MAP # LOT 441 I LOT 443 3. PROPERTY LINE AND INFORMATION TAKEN FROM A PLAN ENTITLED "ALTA/ACSM LAND TITLE A TOPOGRAPHIC SURVEY " %/GF LANDS OF 5.8' :_ . ;; :: ._ .. i NSF R NDS OF NC., WATCHUNG, N.J., DATED JANUARY 22, 2001, SCALE: 1"= 10'. ALL CEOkGE E. MAGUIRE, i JERO E R. SOUSA, JR. PREPARED BY CONTROL POINT ASSOC., I TRUSTEE OF SOUTH RNER REALTY TRUST I / D.B. 9731, PG. 366 INFORMATION PROVIDED OUTSIDE OF THE SUBJECT PROPERTY LINES IS BASED ON VISUAL FIELD OBSERVATION AND AS D.B. 7021, PG. 283 r : SUCH, NOT TO SCALE, ... . o .. r I 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH o PROPOSED CONCRETE WALK PROPOSED CONCRETE I PROPOSED 6' THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WHEEL STOPS (TYP.) I CONCRETE WITH THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S PROPOSED "VAN I 3'R TRANSITION CURB RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. ACCESSIBLE' I .� PK NAIL FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL HANDICAP PARKING O I 0 I I I FOUND RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL SIGN ON LINE CONFORMANCE WITH LOCAL REGULATIONS AND CODES. o I S. ALL WORK SHALL CONFORM TO THE CITY OF SALEM AND THE COMMONWEALTH OF MASSACHUSETTS HIGHWAY DEPARTMENT - ° J ' I PROPOSED I I ® I CONSTRUCTION STANDARDS AS APPLICABLE. HANDICAUED I _ RAMP a 0 6. ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING $WALL BE CONSTRUCTED IN ACCORDANCE WITH AMERADA HESS = I I CORPORATION SPECIFICATIONS. a __ ___ __ ___ __ I 7. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION, ALL UTILITY SERVICE APPROXIMATE LOCATION CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN THE FIELD PRIOR TO THE OF 100' INNER RIPARIAN /i 73, - I� E❑ 00 I I COMMENCEMENT OF CONSTRUCTION. ZONE LINE - - - - - - - - I B. ALL UTILITY LOCATIONS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE CONDUITS, 9.0' -_- ---- /T = PRODUCT PIPING, ETC. PRIOR TO COMMENCEMENT OF EXCAVATION OF ANY TYPE. B.0' 8.0' -------- ---- - PROPOSED CATCH BASIN (TYP.) I 9, ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL LOCATION, I I I (TYP. 4 PLACES) PROPOSED r - PROPOSED 6" BLACK � �-- ------------ ----�� I LANDSCAPED I 10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "DIG-SAFE" (1-888-344-7233) 72 HOURS PRIOR TO ANY CONCRETE FOR /I-� ` 7 I js oRY EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER k SEWER DEPARTMENTS TO MARK OUT THEIR AREA I FRONT PARKING \�� I I UTILITIES. I I = 00f 7 ' MASONRY BUILDING I "GOODYEAR 11. THE LIMITS OF WORK SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION OR SITE ��---`` ---� '/ I CLEARING. EXISTING 32.8' CANOPY _________�_ `---J- I I� 12. ALL CONCRETE AND BITUMINOUS PATCH AREAS TO MATCH EXISTING GRADES. PROPOSED AIR TOWER ' �\1 I� 13. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH O.S.H.A, REQUIREMENTS. ON CONCRETE MAT l 114. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS, ❑ I .,-_ ❑❑ i ;% I PROPOSED 8" 15. CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS, O 1 CONCRETE TANK AS WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, 28,8' ��; er + h- ----- - I I ` MAT 16. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE "ENGINEER OF RECORD" IS 1 !}�I ® STRICTLY PROHIBITED. 'ill 1 jam+ 17, IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERSEDE IN ALL CASES, NOTIFY ENGINEER OF 24,81 RECORD OF ANY CONFLICTS, PROPOSED AREA LIGHT f 18. ALL FEATURES NOT LABELED AS "NEW, "PROPOSED", OR "TO BE REMOVED" SHALL BE CONSIDERED TO BE "EXISTING TO (TYP, 3 PLACES) - - ' _ _- e + R - o _- 40'- FRONT SETBACK LINE / REMAIN", L - I APPROXIMATE LOCATION PROPOSED TRAFFIC j OF 100' INNER RIPARIAN PROPOSED CONCRETE PROPOSED 4' X 12' CONCRETE I FLOW ARROWS i / ZONE LINE ( ) a ISLAND WITH MULTI-PROIDUCT (TYP') 1 ` CU PROPOSED PAY PHONE RB TYP, o DISPENSER (TYP. 4 PLACES) ON CONCRETE PAD v N N 3 0 0 0 0 3 ; / GRAPHIC SCALE I ^ �� � I ; ❑I O i 10 0 5 10 20 40 O I CONC. SIDEWALK PROP. "NESS" --_- - P + R -- -- - o_+-R - o O ( IN FEET ) ID SIGN (64 SF) IOT 15' GASOLINE DISPENSER SETBACK LINE Z 1 inch = 10 ft. 0 SIGN W/PRICES _ PROPOSED 6" CONCRETE MAT WITH COASTAL' .T:.- PROPOSED U-SHAPED �. N ` POSITIVE LIMITING BARRIERS (REFER TO PROPOSED STOP BAR AND FIRE SUPPRESSION PLAN FOR ACTUAL SAFETY BOLLARD (TYP, 4 PAINTED "STOP" SIGN PLACES) �I'` - �) SIZE & LOCATION) (TYP. 2 PLACES) �� � RR SPIKE Q m a Q RR SPIKE NH 54N - 1 --- -- V11 rib �� ri ��l'Jlri.5�i'��1 �I Erns FOUND CONC. Pan ri PROPOSED 48.3' CONCRETE MAT FOUND P.O.B. I.PAN7 PIMP 272.87' •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• � wl_ LUI%b NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, .SUITE 105 VALLEY STREAM, NEW YORK GRANITE CURB 1 1 0,00' (215) 393-8300 (516) 872-2000 N 85100'50" E STERLING, VIRGINIA EXISTING 24.0' DRIVEWAY CONIC. SIDEWALK EXISTING 24.0 DRIVEWAY EDGE OF PRICKS SOUTH8) 48 -9 01772 WATCHUNG, NEW JERSEY CONIC. SIDEWALK (703) 709-9500 (508) 480-9900 (908) 668-8300 PARKING OF SITE PLAN CONIC. APPROACH 4' TREE $ F4- TREE • • 4` TREE] PROJECT: P, 0ESO OED HESSEXP RESS `N TITLE: METER corlc. aPPRoacN AMERADA HESS CORPOR MAP 4' TREE • --_--___ . DEP. CURB = DEP. cues GRANITE cues 295 DERBY STREE CITY pNEN INLET BULLARD (rn) DouBLE PARKINIc M TER W.D . SSEX COUNTY MASSACHU 6� MH SAN E 110GOEEEL Wz__ SEY SCALE•(V) NONE DATE: MH - SHEET No: 4 T �, o DRAWN BY: PROJECT No:WH SANY 1111IILLL 1 O e0 JSC W010719 CHECKED BY: CAD I.D. # G PROFESSIONAL ENGINEER PRO , p� , " ENGINEER LMD W010719SSO OF 13 (A.K.A. ROUTE 1 A) MASSACHUSETTS LICENSE No. 42644 MASSACHUSETTS LICENSE No. 3 4 O (F.K.A. WATER STREET) o RHODE ISLAND LICENSE No. 7268 NEW HAMPSHIRE LICENSE No. 9308 REV. No. CONNECTICUT LICENSE No. 21854 MAINE LICENSE No. 8408 (PUBLIC-VARIABLE WIDTH R.O.W.) j NEW HAMPSHIRE LICENSE No. 10280 VERMONT LICENSE No. 7110 O MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE - - \ � LANDSCAPE SCHEDULE PLANTING NOTES : DRILL HOLE m CITY BOTANICAL NAME COMMON NAME �1ZE ROOT 1, PLANT MATERIAL SHALL BE FURNISHED AND INSTALLED AS INDICATED; INCLUDING ALL LABOR, EDUND MATERIALS, PLANTS, EQUIPMENT, INCIDENTALS, AND CLEAN-UP. T /r ® V TI BTA 11 BERSERIS THUNBERGII ATROPURPUREA RED JAPANESE BARBERRY 30-36" J5 CAN 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT CORRECT GRADES AND ALIGNMENT. UT EAC 15 EUONYMUS ALATUS 'COMPACTUS' DWARF WINGED EUONYMUS 30-36" 8+9 LAYOUT TO BE APPROVED BY OWNERS REPRESENTATIVE PRIOR TO INSTALLATION, EFEN 3 EUONYMUS FORTUNEI 'EMERALD-N-GOLD' VARIEGATED WINTERCREEPER 15-18" #3 CAN In me 2 LEX CRENATA 'COMPACTA' COMPACT JAPANESE HOLLY 24-30" #3 CAN 3. PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY- HAVE NORMAL GROWTH HABITS; WELL MB 1 MALLS BACCATA SIBERIAN CRABAPPLE 2-2 7/2" cAL. a+e DEVE OPEDES.BRANCHES, DENSELY FOLIATED, VIGOROUS ROOF SYSTEMS AND BE FREE FROM DEFECTS ANDPJC 5 PIERIS JAPONICA COMPACTA DWARF JAPANESE ANDROMEDA 30-36" B+B ` 4. CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE PT 7 PINUS THUNBERGIANA JAPANESE BLACK PINE 7-8' B+B GROWTH OF PLANT MATERIAL. TH 1 TAXUS MEDIA "HICKSIf HICKS YEW 30-36" B+B 5. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN VIGOROUS GROWING � DRILL HOLE TOT 7 THUJA OCCIDENTALIS 'TECHNY' TECHANY ARBORVITAE 5-6' a+B CONDITION. PROVISION SHALL BE MADE FOR A GROWTH GUARANTEE OF AT LEAST ONE YEAR FOUND IF ANY DISCREPANCIES OCCUR BETWEEN AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. FROM THE DATE OF ACCEPTANCE FOR TREES AND SHRUBS. REPLACEMENTS SHALL BE MADE AT THE BEGINNING OF THE FIRST SUCCEEDING PLANTING SEASON. ALL REPLACEMENTS SHALL HAVE tl' I 7 PT A GUARANTEE EQUAL TO THAT STATED ABOVE. 6. INSOFAR AS IT IS PRACTICABLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. MAP 34 �' I IN THE EVENT THIS IS NOT POSSIBLE THE CONTRACTOR SHALL PROTECT STOCK NOT PLANTED. ' LOT 442 ' PLANTS SHALL NOT REMAIN UNPLANTb FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY, ' GIBBS OIL COMPANANDS Y LIMITED PARTNERSHIP ' \ ° ANY PLANTS NOT INSTALLED DURING THIS PERIOD WILL BE REJECTED. D.B. 010745, PG. 390 ' \ 7. QUALITY AND SIZE OF PLANTS, SPREAD OF ROOTS, AND SIZE OF BALLS SHALL BE IN ACCORDANCE o WITH ANSI 260 (REV, 1980) AMERICAN STANDARD FOR NURSERY STOCK' AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. 8. ALL PLANTS SHALL BE PLANTED IN AMENDED TOP SOIL THAT IS THOROUGHLY WATERED AND TAMPED AS BACK FILLING PROGRESSES. PLANTING MIX TO BE AS SHOWN ON PLANTING DETAILS. LARGE PLANTING ' AREAS TO INCORPORATE FERTILIZER AND SOIL CONDITIONERS AS STATED IN PLANTING SPECIFICATIONS, J 9. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR PROPOSED HYDROSEEDED LAWN BREAK BRANCHES. PLANTS SHALL BE HANDLED FROM THE BOTTOM OF THE BALL ONLY. 10. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN _ WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PATICE. PANTS' ALLCPLANT ALTE IALSSHALLHALLNBE SPRAYED WI HOT E INSTALLEDI WILTTPPRIUF'OR EQUAL AS PDER MANU AOTUREROR FRZENCSLINSTRUCTIONS. — L / 11. NO PLANT, EXCEPT GROUND COVERS, SHALL BE PLANTED LESS THAN TWO FEET FROM EXISTING I STRUCTURES AND SIDEWALKS, 12. SET ALL PLANTS PLUMB AND STRAIGHT. SET AT SUCH LEVEL THAT, A NORMAL OR NATURAL RELATIONSHIP COENTER OF THE pl E PLANT WITH THE GROUND SURFACE WILL BE ESTABLISHED. LOCATE PLANT IN T THE OF TH OFTHEHE .. 7 TOT 13. ALL INJURED ROOTS SHALL BE PRUNED TO MAKE CLEAN ENDS BEFORE PLANTING UTILIZING CLEAN, $$HARP TOOLS. IT IS ADVISABLE TO PRUNE APPROXIMATELY 1/3 0F THE GROWTH TREES (2" CALIPER AND OVERBY HE REMOVAL OF SUPERFLUOUS BRANCHES, THOEWHCN CROSS TTHOSE WHICH RUN PA ALLEL, ETC. MAIN LEADER OF TREES WILL NOT BE CUT BACK. LONG SIDE BRANCHES, HOWEVER, MUST BE SHORTENED. o .. 14 EPRACCEACH ETONPRESERVE NATURAL CHARACTER OFD SHRUB SHALL BE PRUNED IN CPLA T. PRUNIINGWITH TSHALL DBE DONE WITH CLEAN, SHARP TOOLS. 5 A 1 . TREES SHALL BE SUPPORTED IMMEDIATELY 0 EDI ED TELY AFTER PLANTING. TREES IX 6 H MAP 34 ALL 1 5 INCHES 4 OV ERIN 3 AND 0 ERN ALIP I CALIPER SHALL BE GUYED. SMALLER 3 FEN Y S LLE TREES SHALL BE STAKED. GUYING WIRES E LOT 441 T AND STAKES SHALL BE INSTALLED AS INDICATED. THE LANDSCAPE CONTRACTOR REMOVE LA P R TOR SHALL E O E S LOT 443 R PROPOSED N F STAKING, N N F LANDS 0 S K C GUYING & TREE WRAP T H AI A THE END OF THE ONE YEAR MAINTENANCE & GUARANTEE PERIOD, N F N F PE , // LANDS 0 CEOkGE E. MAGUIRE, HYDROSEEDED M9 TRUSTEE OF SOUTH RIVER REALTY TRUST AWN 1 TH % D.B. PG 366 16. THE TRUNKS OF ALL TREES SHALL BE WRAPPED AS SOON AS POSSIBLE AFTER PLANTING D.B. 7021, PG. 283 ... •.. .... .. -.:. CCORDING TO STANDARD PROCEDURES AND AS INDICATED. JERO R. SOUSA, JR, r 1 0 17. ALL PLANTING BEDS SHALL BE MULCHED WITH 3" LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH. 2' DIAMETER PINE 18. NEW PLANTING AREAS AND SOD SHALL BE ADEQUATELY IRRIGATED OR WATERED TO ESTABLISH BARK MULCH PIT I THE PROPOSED PLANTS AND LAWN. I 19, PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE AS PFOUND SHOWN ON THE APPROVED LANDSCAPE PLAN MUST BE INSTALLED, INSPECTED AND APPROVED BY THE ON UNE CITY LANDSCAPE ARCHITECT. THE CITY ENGINEER AND LANDSCAPE ARCHITECT SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING O 7 OF TREES SHRUBS VINES OR GROUND COVER AS REQUIRED BY OR ASSOCIATED WITH A ° -T O 1 MR O I SUBDIVION OR SA PLAN APPROVAL BY THE PLANNING BOARD OR ZONING BOARD OF ADJUSTMENT SHALL BE INSTALLED DURING THE FOLLOWING PLANTING SEASONS: 7TYPE DATES ® - ----- ----- -— O I PLANTS 3/15 TO 12/15 po LAWN 3/15 TO 6/15 9/15 TO 12/1 ` I\ 00 I FURTHERMORE, THE FOLLOWING TREE VARIETIES SHALL NOT BE PLATED DURING THE FALL 1 PLANTING SEASON DUE TO THE HAZARDS ASSOCIATED WITH PLANTING THESE TREES IN THIS 5 PF = � � \�-- ------------------ I SEASON. I ` — _--- ---------------\ I AGER RUBRUMARIE POPULUS VARIETIES + � � I BETULA VARIETIES PRUNUS VARIETIES ` { CARPINUS VARIETIES PYRUS VARIETIES CRATEGUS VARIETIES QUERCUS VARIETIES 5 EAC I� ❑� I I KOELREUTERIA SALIX WEEPING VARIETIES ` 00 / 1 LIQUID AMBER STYRACIFLUA TILIA TOMENTOSA I URODENDRON TULIPIFERA ZELKOVA VARIETIES ——————` ——————— — I PLATATNUS ACERFOLIA ————————— ——--——--- — I ANY PLANTINGS INSTALLED IN CONFLICT WITH THIS REQUIREMENT MUST RECEIVE THE WRITTEN APPROVAL OF THE CITY ENGINEER OR LANDSCAPE ARCHITECT, PRIOR TO PLANTING. FAILURE / ` I TO COMPLY WITH THESE REQUIREMENTS WILL REQUIRE THE REMOVAL OF THE PLANTING IN QUESTION. THIS REQUIREMENT DOES NOT APPLY TO SEEDING OR SODDING OR PLANTINGS �] 10 EAC I ❑O i ` SPECIFICALLY FOR SOIL STABILIZATION PURPOSES. THE PLANTING ASSOCIATED WITH ANY 00 i/ I LOT GIVEN A CERTIFICATE OF OCCUPANCY OUTSIDE THESE PERIODS SHALL BE PROVIDED DURING THE PREVIOUS OR NEXT APPROPRIATE SEASON. �— -- ------------ - ® I 20. ALL DISTURBED AREAS TO BE TREATED WITH r TOP SOIL AND MUCHED OR SODDED AS SHOWN 4 O AND SPECIFIED ON THE LANDSCAPE PLAN. I 0 P + R � ❑o P + R ❑ I T _ I I / UMB@ pdLU 40 0 [� MirLT� NID 1F@G3 3 � � dLaaD�C�LapN pMG3p0`�N� Ol�ld�7 I GRAPHIC SCALE + ❑ O I 10 0 5 10 20 40 OI + 2 ICC I ❑i IN FEET 1 7 BTA— o 4 BTA Q � ( ) Z inch = 10 ft. + + SMALL ANGULAR + + GRAY BOULDER RR SPIKERR SPIKE+. P.O.B. \Y �ri. clLilVll1 rib.iM-1 cY:.�I .i� �YU �oo FOUND ' 1 I LER ncib Y' _ 272.87' •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS* "•- 1 10.00, NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK N 85'00'50" SOUTHBOROMA 01772 (576) 872-2000 , STERLING, VIRGINIA WATCHUNG, NEW JERSEY (703) 709-9500 (508) 480-9900 (908) 668-8300 PROJECT: AMERADA HESS CORPORF If ' TITLE: ° _ • • __________________________ __ PROPOSED NESS EXPRESS .R+� �w�� ASSESSOR'S MAP #34, LOT LANDSCAPING PLAN N �TERHEN $`"S- 295 DERBY STREET, CITY OFNP P G, �_% ESSEX COUNTY MASSACHU EXISTING TREE TO REMAIN SE E W.D . GOEBEL S. . �{EC-.0. EY SE.(V) NONE DATE:8�14�01 SHEET No: (PROTECT DURING WE ,E .$ E DRAWN BY: PROJECT No: DERBY STREETCONSTRUCTION, TVP. 3 PLACES) .( JSC W010719 O OI CHECKED BY: CAD LD. j: (A.K.A. ROUTE 1A) PROFESSIONAL ENGINEER ROFESSIONAL ENGI EER LIVIDW010719SSO OF 13 O (F.K.A. WATER STREET) o MASSACHUSETTS LICENSE No. 42644 MASSACHUSETTS LICENSE 424 o RHODE ISLAND LICENSE No. 7268 NEW HAMPSHIRE LICENSE No. 9308 REV. No. (PUBLIC-VARIABLE WIDTH R.O.W.) CONNECTICUT LICENSE No. 21854 MAINE LICENSE No. 8408 NEW HAMPSHIRE LICENSE No. 10280 VERMONT LICENSE No. 7110 0 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DAZE 1 1 8,. 12" 12" a t t ... ... , , .......A ,.,a,e «.414.4.. .\ .. vrvl i' / , e. :.. ., , tv u&'...,.:.vYa'9 _.,. ..1. -. n, "$v. :;; a ,.a.,x«.,ranu.:a i.:,,a✓Cr. . u,...xw.wY...w\.".x\ c.a.n1.W"a.dlu"1 a„,,;:.":.".a.� ., ,1 F-2 w 1 xuw uunr ,�J.., J wY r ,�+� � nSY A r~w/^ Wrt _.v.,.. 1i_...v..Y t ~t �.n..N.mdry X A ... ...::.. ...,.. N'...:,: . . .._...... ...m r. .. . _._....-.... ::.,...__. :-__ .-...Nl_.Jq INi e - N... r � Y . ....,,A .,. .._.. r_..w.a . .. JOT l ' 5,.3«„:mnmev J1 'P / -rim V _ -,.__ r -•.. --__ _- -- . , .. ___- .-..-. ...�-.. ..:. .... .. _. ..-. -..-. S .-: .. ,. ...,. .....r„rr ., me sr . qua.;, a _•n__. rn .. ., r ::. r "n I: ,r I %/ /, ::tiSr' :v:7:n •i..:y // :/ nij5: }:ii}7 S�:ti4:• •}:�tti� m'y' }iM•:ti ::::r :{v .n:: "v::i• kki} :i'r.. 4 `.d4, � � "o .y. .:.v {' •'}�r'i r r"i4� :vn. ..1, fff.. $'�1 •'•� :fid J::ti :ir. ::>•'.: •v"v•• :::{v xv; � : :: v•:. x l4' t }^: :. i tri :•. , -m I �/ IX \\ \\ \\ \\ \\ Gz I it FRONT ELEVATION RIGHT SIDE ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0” OPTIONAL EWIPIIENT SCREEN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T _ _ — _ _ T _ _ _ _ _ _ _ _ _ _ _ _ — — _ _ _ _ _ — — _ _ _ — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r - 71- - r - l- -r - �I - -n- - 7 -n- - r - 11- - r - �_ _r - -n - -r - T --A ,� T - -1- - Ir - -1- -r - �I - -r - T -r - T - -i- - r - -i- -r - -➢- -r - '1 - -r - 1 A 1 1 1 p A I 1 1 0 1 II A II 1 II 1 1 / I n A II 1 1 I 1 IT 1 1 1 1 A 0 n A 1 1 12" 1 A 1 1 A I 1 I 1 1 1 I 0 1 II 1 0 1 1 11 W 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �j 8'1 1 IT 1 1 II p 0 A W IT W 1 It 0 II n I 1 1 // I n 0 0 1 1 1 I A 1 A W I W A 1 n I 1 < 1 A 1 I II p p 1 1 1 1 1 II 1 II 1 W 1 / ' p - 1 A 1 1 II p I I I I I I A I A A 1 I k I A 0 A 1 1 1 1 A t 1 1 1 1 1 1 1 1 1 1 A n 1 II 1 0 1 1 0 0 n 11 n It W II 1 \ 1 0 0 II 0 1 1 1 1: 1 1 1 1 A 0 1 1 1 1 1 A 1 1 IT p p 1 1 I 1 1 1 1 II 1 1 1 1 \\ 1 0 n IT 1 1 1 1 AI 1 1 I 1 A I n W 1 1 •:? �,r ,«, 1 d: 1 1 n A II � � A 1 n p 1 II n II W A 1 1 \ 1 W 1 A 1 1 1 1 11 1 1 A t A 1 1 1 1 1 � „ ' 1 0 n A II A 1 A II 0 II A II A \ A, Lv e i rJ,Iw: L�... Allt ,O ..,.:.:.:. .. ., .. L'k vs 1 r3 k F k - J J1i tce •... 4uExPaNsoN4 r a v i x MP I , x ,r 1y h _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ 'y,E%PANN T� Yrs wtss < J CI 1;,;A I1 k '^4 N 'v""F'✓ t k + St •u l r r I I � L2—1 " o :w kwr r tt - .CO2 FILL BO% N r � / t � � / t � • r?y1+• 4'•F+ 'iri �S,t� rr fr � Bl'C.C. y / ♦ / X '�• I$' ,I vI I rh I REAR ELEVATION LEFT SIDE ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 60'-0" 0/0 BUILDING 4" 59'-4" 0/0 STEEL BASE FRAME 4' ,_O" " 7,-1" 4" 4'_p" 31 25'-1 7j8" 20'-4 1/8" 4' SHEAR WALL (SEE DETAIL) SHEAR WALL(SEE DETAIL) `v .. I 1 ;� ;..� F2 _ 3'DIA. PLACES) I MEN I ; (TM. 4 PLACES) UTILITY i 0 ro HALL ® O�0 (� Au COOLER o � N - b J 6'PVC REEVE 1HRWGH �3"PVC SLEEVE THROUGH < W o WALL AT 12• ATF FIX? WDLL AT 12• A EF. FOR SYRUP LINES DRAIN LINES 4' PVC SLEEVE THROJCH \ WALL AT 40' AEF. FOR 011 CD ® CD4 v ®5 / �' 1 REFRIGERARON LINES WOMEN 7'-6 3/4" 6'-01/4" _ DFa od 3" 3'-10" 1'-1" 0'-3 1/8" �^ 12 I ms O N n alo n o — CAM LOCKS ON COOLER N M ,® WALL AND AT LNCi�AWL6 GRAPHIC SCALE REFASTENED 4 0 2 4 8 16 Jill r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9" 3'-0" 3" J! MIN. F - - - - - - - - - - - - - - - - - � ' I I ( IN FEET ) a o N J! 1 4 inch = 1 ft. OFFICE CDA SALES o CASHIER BS L N 1GI E ! Wl �I -CIVIL & CONSULTING ENGINEERS- PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS* 1120 WELSH ROAD, SUITE 200 352 TURNPIKE ROAD, SUITE 105 70 EAST SUNRISE HIGHWAY, SUITE 609 I I I I SOUTHDORO, VALLEY STREAM, NEW YORK 11581 -- - oo NORTH WALES, PENNSYLVANIA 19454 MA 01772 � (215) 393-8300 (508) 480-9900 (516) 872-2000 I � I I IX C PROJECT: AMERADA HESS CORPORATION TITLE: FLOOR PLAN AND SHEAR WALL (SEE DETAIL) GI G2 SHEAR WALL (SEE DETAIL) PROPOSED HESS EXPRESS TRANSACTION DRAWER 0 ASSESSOR'S MAP STREET, C LOT 4 NOF At AWTH SPEAKER ESSEX295 DECOUNTY. MASAICHUOSF 1' STEPHEN�yG BUILDING ELEVATIONS E W.D . G 0 E D E L S =0 EY SCALE:(V);/4�_; DATE:8/14/01 SHEET No: S-2 3/4" 13'-4 1/4" E No. 4 DRAWN BY: PROJECT No: //���� / 2'-0" 9'-6" 2'-0" 13'-4 1/4" 7'_4^ o 4 fa JSC WO 10719 w ) 1'-6 3/4" 4° -4 4\ CHECKED BY: CAD I.D. #: @ 6'-1" 3" 45'-0" 8'-0" PROFESSIONAL ENGINEER RO vffil! _;dGIN(E�Z LIVID W010719BEO OF 13 4 4 " MASSACHUSETTS LICENSE No. 42644 MASSACHUSETTS LICENSE No(/6424 FLOOR PLAN o RHODE ISLAND LICENSE No. 7268 NEW HAMPSHIRE LICENSE No. 9308 REV. No. SCALE: 1/4" = 1'-0" CONNECTICUT LICENSE No. 21854 MAINE LICENSE No. 8408 NEW HAMPSHIRE LICENSE No. 10280 VERMONT LICENSE No. 7110 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE m - xa24 6 °I DRILL HOLE°o I l 6^2 REFERENCES: FOUND I 1. THE OFFICIAL ASSESSOR'S MAP NO. 34 OF THE CITY OF SALEM, ESSEX COUNTY, COMMONWEALTH 0.9' N I \` 5a T OF MASSACHUSETTS. � 6� ` 2. MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM, FIRM FLOOD INSURANCE RATE MAP, CITY OF SALEM, MASSACHUSETTS ESSEX COUNTY, PANEL 1 OF 5", COMMUNITY-PANEL STDNUMBER 250102 0001B, EFFECTIVE DATE AUGUST 5, 1985. Nf BUC:fHFgD I 5 _ 64a 3. ZONING ORDINANCE: CITY OF SALEM, MASSACHUSETTS, REPRINTED 1999. 4. MAP ENTITLED "WIDENING OF DERBY ST, FROM CENTRAL ST. TO ORANGE ST. SALEM , MASS.", DATED JULY 1915. 592&' DRILL HOLE \\ r6W &&'l FOUND 5MAP OF DERBY ENTITLED T . TO LAFAYETTE STN SALEMORTION OF SOUTH MASS.", DATED MARCH 19EN FOR THE EXTENSIONS "PLAN OF LAND 1 TAKEN I S. MAP ENTITLED "PLAN OF LAND BELONGING TO C-B REALTY ASSOCIATES SITUATED IN SALEM, MASS." I x295 _ PREPARED BY BRADFORD & WEED, DATED MAY 31, 1946• ha O \ 7. MAP ENTITLED "LAND OF BRADSHAW LONGMAID, DERBY ST., SALEM, MASS.", DATED SEPT, 1964, 7'g1CI, 0AN FILED IN THE ESSEX REGISTRY OF DEEDS ON OCT. 30, 1964 AS FILE 502 OF 1954. SCF S. ASSESSOR PROPERTY CARD FOR LOT 442, MAP 34 PROVIDED BY THE CITY OF SALEM • / _ 0 �\ ASSESSOR'S OFFICE. aAA 11 // xa g 9. SEWER MAP RECEIVED FROM CITY OF SALEM DEPARTMENT OF PUBLIC SERVICES. / Y / Z / xaba LOCUS MAP 01997Delorme, Street Atlee U.S.A. ` NOTES: 1. LOCUS KNOWN AS LOT 442, ASSESSOR'S MAP 34, OF THE OFFICIAL, TAX MAPS OF THE I \- GRASSAREA� /�� 23. 93 CITY OF SALEM, ESSEX COUNTY, COMMONWEALTH OF MASSACHUSETTS, 2. AREA = 17,603 S.F., 0.404 AC. 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE NOT SHOWN. xa65 / O / LO 4. THIS PLAN IS BASED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN THE FIELD BY ASP14AL� IT� z / � CONTROL POINT ASSOCIATES, INC. AND OTHER REFERENCE MATERIAL AS LISTED HEREON. PAVEV) I 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 DECEMBER\ I J SECTION WHERE THE FOLLOWING SURVEY RELATED EXCEPTIONS APPEAR IN SCHEDULE 13, \ Q I \ a I METES AND BOUNDS DESCRIPTION © RIGHTS TO CITY TO MAINTAIN AND OPERATE DRAIN THROUGH PREMISES - DOES \\ 0 0 / ASSESSORS MAP 34, LOT 442 NOT AFFECT THE SUBJECT PROPERTY. CITY OF SALEM MAP 34 \ MAP 34 / MAP 34 ESSEX COUNTY, COMMONWEALTH OF MASSACHUSETTS 6. UNDERGROUND TANK SIZES WERE OBTAINED FROM INFORMATION RECEIVED FROM STATION \ LOT 442 / LOT 443 MANAGER OR EMPLOYEE. ALL SIZES AND LOCATIONS ARE APPROXIMATE & ARE SUBJECT TO LOT 441 FIELD VERIFICATION N F LANDS OF �\ N/F LANDS OF / N/F LANDS OF CEO GE E. MAGUIRE, \\ GIBBS OIL COMPANY LIMITED PARTNERSHIP / 92° JEROME R. SOUSA, JR. TRUSTEE OF SOUTH RIVER REALTY TRUST \ D.B. 010745, PG. 390 / q.3a 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. 183 \ / o \ f- ROUTE 1A, F.K.A. WATER STREET, PUBLIC-VARIABLE WIDTH RIGHT OF WAY), SAID POINT ❑® \\ / I BEING NORTH 85 DEGREES - 00 MINUTES - 50 SECONDS EAST, A DISTANCE OF 272.87 FEET 8. LOCUS IS LOCATED IN FLOOD HAZARD ZONE A2 (AREAS OF 100-YEAR FLOOD ELEVATIONS / AND FLOOD HAZARD FACTORS DETERMINED TO BE 10 ) PER REF.( 2. \ / 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/A� POINT RUNNING THENCE; 9. LOCUS IS LOCATED IN ZONING DISTRICT B-5 PER REF. #8. 2 22 APPROX. LOC. (3) UNDERGROUND PK NAIL j / ZONING DATA: ZONE B-5 (BUSINESS AND INDUSTRIAL) FOUNO� 1 1. ALONG THE SOUTHERLY SIDELINE OF DERBY STREET, NORTH 85 DEGREES - 00 x DUEL STORAGE TANKS (SEE NOTE 6) MINUTES - 50 SECONDS EAST, A DISTANCE OF 110.00 FEET TO A POINT, THENCE; MIN. LOT AREA 2,000 S.F. �A°02 3 VENTS ® 16/ ON LINE I — qq3 q53 / / / MIN. LOT WIDTH 30 vncuuM ON CO . P I � 2. ALONG THE DIVIDING LINE BETWEEN LOT 442 AND LOT 441, MAP 34, SOUTH 04 MIN. LOT COVERAGE 100q% g23 I DEGREES - 13 MINUTES - 40 SECONDS WEST, A DISTANCE OF 185.24 FEET TOA MAX. BLDG. HEIGHT 70 FT/6 STORIES 1 9a2MPSo aW g' DRILL HOLE FOUND IN THE STONE BULKHEAD ON THE NORTHERLY SIDE OF THE SOUTH OF CONC. RIVER, THENCE; MAX, HEIGHT FENCES & WALLS FT. RA 6: FLOOR AREA RATIO 6:1 \\ 953 —® -- - ------------ ASPHALT 1 3. ALONG THE NORTHERLY SIDE OF THE SOUTH RIVER AND ALONG SAID BULKHEAD, NORTH PAV\ I ATOPY // �® \IN, 1 80 DEGREES - 12 MINUTES - 30 SECONDS WEST, A DISTANCE OF 96.56 FEET TO A / MASONRY BUILDING 1 POINT 1N THE STONE BULKHEAD, THENCE; UTILITIES: 0o I I 4. ALONG THE DIVIDING LINE BETWEEN LOT 442 AND LOT 443, MAP 34, NORTH DO \ \ / THE FOLLOWING COMPANIES WERE NOTIFIED BY THE MASSACHUSETTS DIG SAFE SYSTEM X295 eA \ ✓ I� DEGREES - 16 MINUTES - 50 SECONDS WEST, A DISTANCE OF 158.76 FEET 70 THE (1-600-344-7233) AND REQUESTED TO MARK OUT UNDERGROUND FACILITIES AFFECTING -- - --------------- POINT AND PLACE OF BEGINNING. 01 AND SERVICING THIS SITE. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS \ w \ 1 ,' WNL q1 q 69 rCOVER / — - - - -3X3 COVER (TYR) b ° I BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST. d1 CONTAINING 17,603 SQUARE FEET OR 0.404 ACRE PUNTER �� �' COVER I� SERIAL NUMBER(S): 20010703994 A0°o 942 VN�H+ t / 12" COVER ((T) � I I 1 STORY THIS DESCRIPTION IS WRITTEN WITH REFERENCE TO TITLE COMMITMENT PREPARED BY 2p I 2x2 COVER (rrv) MASONRY BUILDING UTILITY COMPANY PHONE NUMBER 9• ❑.� � II LAWYERS TITLE INSURANCE CORPORATION, CASE NUMBER C3433, WITH AN EFFECTIVE DATE K 9a' g , \\ O �/ 11 "GOODYEAR' OF DECEMBER 19, 2000. AT&1°STON GAS 978) 943-5444 BROAD BAND 800) 598-0628 I 22 cpNc.wa��. - - - - ---- --- ---- - --' I I0 MASS. ELECTRIC 508 860-6535 VERIZON 1800) 347-5857 / MAT � \ I x93a 0T g72 \4n / \ I hT 9• 3° IOVERNUD CANOPY (13.1'f CLEARANCE) X 00 / COVER I "�/ t ( P\ I --- ---------- ---- --' 0 Ij TO: I I \ 1 ® II LEGEND \ ( � AMERADA HESS CORPORATION, A DELAWARE CORPORATION \ 33 I I1 AMERADA HESS FACILITIES BUSINESS TRUST N0, 1998-1, I q,25 II - -123- EXISTING CONTOUR ACTING ONLY WITH RESPECT TO SUBI PORTFOLIO NO. 2001-2 1 CONC. PAD FOR COL. (TYP) \ 1 Aa GENERAL FOODS CREDIT CORPORATION 1 91 q63 CONIC. ISLAND (TYP) g' 15°COVER (TYR) II x 123.45 EXISTING SPOIT ELEVATION WILMINGTON TRUST COMPANY I T\ I 963 I \ X TC 123.45 EXIST. TOP OF CURB ELEVATION SPECON V, LLC, A DELAWARE LIMITED LIABILITY COMPANY o ❑ I \f II STATE STREET BANK AND TRUST COMPANY, A MASSACHUSETTS I I \ 1 TRUST COMPANY, AS INDENTURE TRUSTEE UNDER THE TRUST x G t22.9s EXIST. GUTTER2 ELEVATION 2X2 CONIC. MAT- INDENTURE AND SECURITY AGREEMENT DATED AS OF MAY \ I I I 9 p 9 r +053 I \ (TYR.) o l —OH— OVERHEAD WIRES 14, 2001 (THE INDENTURE") AND THE HOLDERS FROM 9 61 q, 9T q, \ TIME TO TIME OF THE LOAN CERTIFICATES SECURED BY THE I U-BO (TYP) 1 F\ - - G- - APPROX, LOC. UNDERGROUND GAS LINE INDENTURE I ASPHALT I Il C LAWYERS TITLE INSURANCE CORPORATION I 3q PAVEMENT-\,, I \\ (� APPROX. LOC:. UNDERGROUND ELEC. LINE I \f x95; -+- UTILITY POLE CONE. THIS IS TO CERTIFY THAT THIS MAP OR I MAT q34 I �pPf\ PAVEMENT PLAT AND THE SURVEY I N WHICH IT IS ASPHALT MONITPOST IWELL BASED WERE MADE (i) R ACCORDANCE WITH "MINIMUM STANDARD DETAIL RE- // 6/0 3 =1 SUIREMENTS FOR ALTA/AGSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND INCLUDING ITEMS 2,3,4,5,8,10,11 & 13 c \ j cANoav COL (TYP) ,o•0 1 SFA\ o � 96° OF TABLE A THEREOF. PURSUANT TO THE e195 I ��\ n qb ACCURACY STANDARDS AS ADOPTED BY ALTA, !LD `dgL------------ / fn I L__►J ❑ I y \ ® � ,. I CONIC. SIDEWALK ---------------- HSPS, AND AGSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, THE UNDER- // ( i '�O, o & I SIGNED FURTHER CERTIFIES THAT THE 5o I /r\ I > POSITIONAL UNCERTAINTIES RESULTING FROM x9 j SI Ay°y3 DISPENSER (TYP.) I R'y\ Z THE SURVEY MEASUREMENTS MADE ON THE / ID SIGN w/PRICES eA j 0j\ SURVEY DO NOT EXCEED THE ALLOWABLE / 'COASTAL' I I 55 J I a�� POSITIONAL TOLERANCE. / I I xy. I cT4 / I 1 ID SIGN W/PRICE PODS I / "GIBBS' 59 _ _ _ -__-OVERHEAD CANOPY (13.Tt CLEARANCE) ---- 1 TELEPHONE RI SAN $-13-2DD1 oa RR SPIKE CONIC. Pao 6 T sA G 9.53 9 a2 42 RR SPIKE I RIM=9.67 GRANITE CURD 9 P.O.B. GRAPHIC SCALE MASSACHUSETTS PROFESSIONAL DATE tG Ao•4 FOUND ❑ 2G 963 FOUND LAND SURVEYOR No. 40762 EUI.L Ur L L .�f-- �. _ _.__ - --____. .T -_— i __� yam. __._-__ 10 0 5 10 20 40 i n q61 q 62 GRANITE CURD 'o, p 9,55 G 450 1 1 D.DD' G qA5 G g64 N 85'00'50" E - G ___ _ - 3 REVISE TO ADD TOPOGRAPHY & EDIT BOUNDARY D.W. G.S.G. 8-13-01 E -� E - E� EDGE RICKS CONIC. SIDEWALK Ila 2 REVISED CERTIFIED PARTIES W.P.H. P.J. 05-11-01 --- - E.---- E----- E----- E----- E-_-_- E-.__-_ ___ PARKING D RICK EDGE 0 BRICKS CONIC. SIDEWALK EDGE CKS APPROX, LOC. UG ELEC. LME PER UTILITY MARKOUT (SEE NOTE 3) METER >$ TRE • CONIC. APPROACH " 9.95 t 4" TRE CONIC. APPROACH • TRE II ( IN FEET ) 1 REVISED CERTIFIED PARTIES D.W. P.J. 03-08-01 4" TRE • 1 inch = SO 4t, _____________________-_________ No. DESCRIPTION OF REVISION DRAWN: APPROVED: DATE ———— — 12" RCF SA DEP. CURB Ap q q3 GRANITE CURB g1 A4 DEP. CURB GS 25 3 ,0pg 2G 049 2C 94A -,g44 Sc936 G 9' G 9 jr 919 SG y03 FIELD DATE ALTA/AGSM LAND TITLE & TOPOGRAPHIC SURVEY DOUBLE PARKING METER G I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, AMERADA HESS CORPORATION r q52 INLET G G DOLLARS (TYR) 01--12-01 TC=10.07 AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THAT THIS SURVEY HAS BEEN PER- MH SAN FORMED IN ACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS. THAT THE PROPERTY - INV=7.32 RIM=9.37 LINES AND RELATIONSHIP OF BUILDINGS AND OTHER STRUCTURES 70 THE PROPERTY LINES AND THE F/B NO. ���,IIFFF'��� ��7,,,!!!''''''��� �� TT ��y'(((''''''��� �,�''� INV=-0.93 _ LAND INDICATED HEREON IS CORRECT, AND THAT THERE ARE NO ENCROACHMENTS OF BUILDINGS OR 295 DERBY STREET MH SAN — —_ __ — — — — — -- -- STRUCTURES ONTO SAID LAND EXCEPT AS SHOWN. CPOO-2O HESS RIM=10.36 — — — — — -- -- ,— -- -- LOT 442, ASSESSOR'S MAP 34 DOT-5.7i — — — — — — O CITY OF SALEM, ESSEX COUNTY, — :] — — — — — — — — — — — — — — — THE OFFSETS SHOWN ARE NOT TO BE USED FOR THE CONSTRUCTION OF ANY STRUCTURE, FENCE, F/B Pc. (FILLED W/ DEBRIS) __ __ —_ -- 1883 LF 48" CHANNEL PER REF, �9 (NOT FIELD VERIFIED, SEE NOTE 3) __ _. — — __ -- — — — — PERMANENT ADDITION, ETC. — — — — — — (A.K.A. ROUTE 1 A) 78 O — — — — — — — — — — — — — — COMMONWEALTH OF MASSACHUSETTS -- -- -- — -_ -- — -- -- -- -_ _- — _- — — — — — —_ — --{F.K:A-WATER—STREET)— — — — — .— — — (NOT IE 48" CHANNEL PER REF, �9 �1\ (NOT FIELD VERIFIED, SEE NOTE 3) LD.W. CONTROL POINT (PUBLIC—VARIABLE WIDTH R.O.W.) NOT VALID UNTIL SEALED 52 (ASPHALT ROADWAY) 2 8-13-2001 ®� A S S O C I AT E S, I N C. PAINTED DOUBLE YELLOW LINE 99 969 PAINTED DOUBLE YELLOW LINE 6A DATE 776 MOUNTAIN BOULEVARD GWYNEDD CORPORATE CENTER q 2q x _ -, q. cFIECNED: WATCHI TNG,NJ 07060 1120 WELSH ROAD, SUITE 200 GREGORY S . GALLAS NORTH WALES, PA 19454 MASSACHUSETTS PROFESSIONAL LAND SURVEYOR W40762 P.J. 908.668.0099 - 908.668.9595 FAX 2 N15,412.9055 - 215.412-0861 FAX THIS CERTIRCATION IS MADE TO ONLY NAMED PARTIES FOR PURCHASE AND/OR MORTGAGE OF HEREIN DELINEATED PROPERTY BY THE REV. NO. DATE SCALE FILE NO. DWG. NO. NAMED PURCHASER. NO RESPONSIBILITY OR LIABILITY IS ASSUMED BY SURVEYOR FOR THE USE OF SURVEY FOR ANY OTHER PURPOSE INCLUDING, BUT NOT LIMITED TO, USE OF SURVEY AFF IT, RESALE OF PROPERTY, OR TO ANY OTHER PERSON NOT LISTED IN CERTIFICATION, EITHER DIRECTLY OR INDIRECTLY. 3 D1-22-2001 1"=1D' C00532 OF