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86 NORTH STREET - ZBA 1� s ;vN�axw CITY OF SALEM9 MASSACHUSETTS CITY OF C ; L 4LtE BOARD OF APPEAL 1'1 I'lA 3. CLERK'S OFFIC E2 120 WASHINGTON STREET, 3RD FLOOR E A! SALEM, MA 01970 ii TEL. (978) 745-9595 FAX (978) 740-9846 STANLEY J. USOVICZ, JR. 2001 OCT 24 p �3 MAYOR DECISION OF THE PETITION OF AMERADA HESS CORPORATION REQUESTING A VARIANCE FOR THE PROPERTY LOCATED AT 86 NORTH STREET B-1 A hearing on this petition was held October 16, 2002 with the following Board Members present: Nina Cohen, Joan Boudreau, Stephen Harris, Nicholas Helides and Joseph Barbeau. 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. The petitioner is requesting Variances for side yard setback and Section 7-2 of the Salem Zoning Ordinance to construct a convenience store and one new pump location for the property located at 86 North Street located in an B-1 zone. The Variances, which have been requested, may be granted upon a finding by this 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 and structure involve. b. Literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, financial or otherwise, to the petitioners. 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 of the purpose of the Ordinance. The Board of Appeal, after careful consideration of the evidence presented at the hearing, and after viewing the plans, makes the following findings of fact: 1. Attorney Joseph Correnti, 63 Federal Street, Salem, represented the Petitioner Amerada Hess Corporation, the owner of the property located at 86 North Street. 2. On this site, Petitioner operates a gasoline service station, which presently has nine gasoline-filling positions, four vacuum cleaner positions and a kiosk used for retail sales and payment.The site has been used as a gasoline filling station continuously since at least 1964 and has been run as a 24-hour operation since at least the 1970s. 3. The business has a retail sales component and office use, both of which are allowed uses in this B-1 zoning district. DECISION OF THE PETITION OF AMERADA HESS CORPORATION REQUESTING A VARIANCE FOR THE PROPERTY LOCATED AT 86 NORTH STREET B-1 page two 4. The proposed plan, as submitted, seeks to eliminate the kiosk and vacuum cleaners, add a Hess Express convenience store at the rear of the property, add a new gas pump with two filling positions in place of the kiosk and replace one existing single pump with a double pump (adding one filling position) for a total of 12 filling positions. 5. The Petition seeks Variances from the side and rear setbacks to allow the construction of the building as shown on the plan, and variances to the lot area and frontage requirements to accommodate the additional pumps. Without these variances,the Petitioner would suffer a hardship, as the size and shape of the lot would not allow the present configuration or any improvements thereto under current zoning. 6. The Board finds that the proposed plan will improve traffic flow on the site by moving the retail sales and payment counter to the rear of the property. The plan will improve traffic flow into the site by changing the existing North Street curb cut closest to Franklin Street to an "entrance only," thus eliminating an awkward egress that crosses oncoming North Street traffic. These improvements in traffic flow will benefit the neighboring properties. 7. The proposed retail structure, which is approximately 1,660 square feet, will be of brick construction with an asphalt shingle roof, features suggested by the City's Planning Department and adopted by the Petitioner. 8. Except for the above design features which petitioner incorporated into the proposed plan, the Board found that some elements of petitioner's design were not sensitive to the predominent architecture of the area and to the site's prominent location in an Entrance Corridor District. The Board took the unusual step of mandating that specific changes to the design be approved by members of the City's Planning Department before a building permit could be issued. The design changes which must be approved are the following: removal of the green and white checkered banding from the building exterior, replacing steel pillars with brick pillars, and reconfiguring the glass entryway and white soffit with a more historically appropriate design, such design to be approved by the Assistant City Planner and her staff. 9. A petition in support of the project was submitted and signed by four abutting businesses. 10. There was no opposition to the Petition. On the basis of the above findings of fact, and on, the evidence presented at the hearing, the Zoning Board of Appeal concludes as follows • DECISION OF THE PETITION OF AMERADA HESS CORPORATION REQUESTING A VARIANCE FOR THE PROPERTY LOCATED AT 86 NORTH STREET B-1 page three 1. Special conditions exist which especially affect the subject property but not the district in general. 2. Literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship to the petitioner. 3. Desirable relief 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. Therefore, the Zoning Board of Appeal voted 5-0 to grant the Variances 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. 3. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. 4. Petitioner is to obtain a building permit prior to beginning any construction. 5. Exterior finishes of the new construction shall reflect the surrounding neighborhood, which includes: a. The Hess Express building shall be constructed of clay brick; b. The roof of the proposed building shall be finished with asphalt shingles; c. The front doorway to the building shall be redesigned with the input and approval of Denise Sullivan, Assistant City Planner; d. The green and white checkered banding shown on the building shall be removed from the design; and e. The entrance columns shown on the plan will be clad in brick. 6. A Certificate of Occupancy shall be obtained. 7. Petitioner shall obtain proper street numbering from the City of Salem Assessor's Office and shall display said number so as to be visible from the street. DECISION OF THE PETITION OF AMERADA HESS CORPORATION REQESTING A VARIANCE FOR THE PROPERTY LOCATED AT 86 NORTH STREET B-1 page four 8. Petitioner is to obtain approval from any City Board or Commission having jurisdiction including, but not limited to, the Planning Board. 9. The Petitioner shall take all reasonable measures to prevent loitering on the premises and monitor any continuing misuse thereof, particularly during the weekend evening hours. Such measures shall include,but not be limited to, maintaining two or more employees onsite at all times so that the exterior of the building can be monitored regularly, and training such employees on the detrimental effects of loitering on the neighborhood and on business. 10. The Petitioner shall not display any products (including soda) outside the building itself and will avoid the use of sandwich signs on the premises. 11. All deliveries shall be done in accordance with the City Ordinances. VARIANCE GRANTED /// `w � OCTOBER 16, 2002 �(/ Nina Cohen, Chairman Board of Appeals 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 certificate of the City Clerk that 20 days have elapsed and no appeal has been filed, or that, if such appeal has been filed, that is 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 Stephanie: These plans were submitted by Bohler Engineering for the Hess Project on North Street. They were required by a condition of a ZBA decision to review the plans with me to revise the entrance. I met with them and made some recommendations. I asked them to revise the window above the doorway,the windows on the building so they are symmetrical, and revise the windows adjacent to the door. I think all of these revisions were shown on the plan that is attached. Please pull the plan from the ZBA file and the decision and compare that plan with the one attached. Then draft a letter for my signature that states that we received the revised plans, detail what has been revised, reference the decision and finish it by saying that the entrance has been improved and meets our recommendations. E-mail me the draft for my review. Thanks, Denise PETITION WE, THE UNDERSIGNED, ABUTTERS AND NEIGHBORS TO THE HESS PROPERTY LOCATED AT 86 NORTH STREET, HAVE REVIEWED THE PLANS AND PETITION FILED WITH THE BOARD OF APPEAL AND HEREBY SUPPORT THE PROPOSED RENOVATIONS AT THE HESS PROPERTY, INCLUDING THE "HESS EXPRESS" STORE AS SHOWN ON THE PLAN. WE, THEREFORE, URGE THE BOARD OF APPEAL TO GRANT THE PETITION. lek d 9c)— .ld .-7'I-Z sT— N G Address T �S- �GIvo Ka Address Name Address Name �� \ ��, e AddressName I Address Name Address Name Address Name Address Name Address Name Address SAN MH PARCEL MAP 26 a PKNCHNAILARK SET LOT 374 O ELEV=9.38 INLET LOT LANDS OF ANN ELPHICK D.B. 16220, PG. 445 ZONING ANALYSIS TABLE ❑ IRON PIPE FOUND RC4 PROPOSED "VAN ON LINE ZONE CRITERIA REQUIRED EXISTING PROPOSED ACCESSIBLE" 1.0 N INLET INLET TIMBERWALL HANDICAP SIGN ZONING DISTRICT BUSINESS NEIGHBORHOOD (B-1) r,T-a 6' oIGH STOCKADE PENCE _ooNRR•50+1 7"_ � RETAIL: ALLOWED USE 97+50' I� GASOLINE STATIONS: PERMITTED ONLY BY SPECIAL PERMIT - - PARCEL MAP 26 0 ° MINIMUM LOT AREA 12,000 SF (1) 18,035 t SF UNCHANGED LOT 373 J v1 60.0 N OL N/F LANDS OF - �, O 0 RC4 I v L II MINIMUM LOT FRONTAGE 120 (2) 155.0 UNCHANGED MERIT OIL COMPANY 0 447 P 487 � �- MINIMUM LOT WIDTH 100.23 UNCHANGED I D.B. 3, G. PROPOSED � MI 120 o , 1 MASONRY WALL DRAIN 6.0 60 m MIN. FRONT SETBACK 40' (15' PUMPS) 14.8' UNCHANGED PROPOSED 27'-6"x60'-0" v SW I o 30' REAR SETBACK z MIN. REAR SETBACK 30' (15' PUMPS) 3.2' 2.1' S86-2 51 W HESS EXPRESS 68 O, VTE SW (1,660 SF) I MIN. SIDE SETBACK 10' (15' PUMPS) 48.4' 6.0' F I p I MAX. BUILDING HEIGHT 30' 18' (CANOPY) 19.9' (BUILDING) /fnI' O MAX. LOT COVERAGE 40% MAX. 93% 89% L MER a N 15.0 � I3 W/CONDUrr PARKING SPACES 12 SPACES UNKNOWN 9 SPACESCC R=5+ ° ,'� ! '�9'•' " T PARKING CRITERIA RETAIL USE: 1 SPACE PER 150 SF GROSS FLOOR AREA srceY MASONRY BLDG. " ' SW *HESS EXPRESS* o I r • ' R= - - -Q - _ - - - J 660 S = 11.06 2 SPACES REQUIRED) i F / 150 (i QUI D) - - - - - 8.0' I 8.0'I � (5) VENTS o CC w v RC4 I (1) 12,000 SF PLUS 2,000 SF PER EVERY 2 ADDITIONAL PUMPS OVER 4 CC N z x (2) 120 FEET PLUS 20 FEET PER EVERY 2 ADDITIONAL PUMPS OVER 4 YL TF I I Y N AIR STATION __ a 30' REAR SETBACK - - _ - - - I I z �a m o GENERAL SITE NOTES: YL PROPOSED LIMIT OF w PROPOSED V D v 0 1 . APPLICANT: AMERADA HESS CORPORATION PARCEL MAP 26 - _ CONCRETE MAT MAT PROPOSED LEACHING MULTI-PRODUCT I I a 1 HESS PLAZA LOT 391 ° BASIN WATER-TIGHT m WOODBRIDGE, NJ 07095 NF LANDS OF SAWCUT LINE B DISPENSER (TYP. 6 / ,c MANHOLE COVER > o EP (TYP. 12) (TYP. 3 PLACES) PLACES) _ o j 2, LOT SHOWN ON CITY OF SALEM MAP #26, LOT IN THE RICHARD W. BLAZO JR. & VIRGINIA M. BLAZO D.B. 15481, PG. 527 I I O I cI N w o PROPOSED CITY OF SALEM, ESSEX COUNTY, MASSACHUSETTS. "STOP" SIGN 3. PROPERTY LINE AND INFORMATION TAKEN FROM A PLAN ENTITLED p RC6 of N (TYP. 2 „ (( rte, BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY CONTROL 10' SIDE SETBACK �\ { - - 1{ r-r 1 1 I �I PLACES) POINT ASSOC., INC., WATCHUNG, N.J., DATED NOVEMBER 12, 2001, i-- SCALE: 1"= 10'. I � � ,' EP 0 I I � � I, I 1, ao_z � 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE ) I o i r DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT PROPOSED CONCRETE (TYP. \ O / ` " _ tl ' __-- -----u I 10 ) I - �- WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE WHEELSTOPS (TYP.) o / _- i I' L 1 .! II11 O 0 P O j 0 1 I I GUY F� CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS, RELATIVE TO THE o ® ---0------- --® O L I .-. SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS \\ I RR R I I I a••{ 3 RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN {{1 �� 1 WRITING PRIOR TO THE START Of CONSTRUCTION. FAILURE BY THE I C ✓ I jj O T RCS rrl {I O ) I I rn YL CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE I I 1 +;, 1 0i ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE SUPER ��40' FRONT SETBACK I - I�ll,l - �I (TYP.) �� - 7- - -I- _j L THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL -_-- ---` i Ill o 50+ I. j��i;{'I j CONFORMANCE WITH LOCAL REGULATIONS AND CODES. I b - ---- I Ipo o h (TYP ) �11� �� '�H 1 I L 5, ALL WORK SHALL CONFORM TO THE CITY OF SALEM, COMMONWEALTH OF �I v A I ( C,IiLf oo MASSACHUSETTS, AND OSHA STANDARDS AND GUIDELINES. / I III Q GI11 O !� 1 " 0 6. ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL BE \ Q p „' I 3 PLUS __-- ✓ I I I � I� ACCORDANCE WITH AMERADA HESS CORPORATION w �� -- ----- I II j o PL PL 1 , SPECIFICATIONS.CONSTUCTED N _._---_.--- -- -� -----.�. PL .� R - /� CF RR L o ' 22.0 1 I n �< ¢ 7. LOCATION OF ALL EXISTING A,,D Fl it ut L f^r0,.lr, e,,77 :S!:^u ocnVll.Eo Arta r \ 1 1 1 `' o MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR (TYP.) - I I'° 1 ,v < TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION, ALL UTILITY A r I o ("II"; j I � (TYP.) O SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE II i 1 J1 1= CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF REGULAR --_- I 1 �+ 4 ` r•I r... i ` i1 - 'r''li 1 ❑ �wML CONSTRUCTION. 2 1/2 STORY FRAME BLDG. � ® I � �I}�I �_� �� 8, ALL UTILITY LOCATIONS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF .._ . I � � THE CONTRACTOR TO LOCATE CONDUITS, PRODUCT PIPING, ETC, PRIOR TO ------------ g - - - - - - -----=-- �--- _-_---- - - - - - ---------- *HESS* T� COMMENCEMENT OF EXCAVATION OF ANY TYPE. z EXISTING EJ EXISTING CANOPY 1.9' �I UNDERGROUND EP b) RC6 9. ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN PHALr s COLUMN TO REMAIN, Pav MLNr STORAGE TANKS TO ASPHALT o ❑ ( APPROVED DISPOSAL LOCATION. ~ REMAIN ( PAVEMENT N TYP. 4 PLACES) YL ID o PROPOSED POSITIVE LIMITING 10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY IRON FOUND v BARRIERS (REFER TO FIRE 64 SF " n ( ) DIG-SAFE (1-888-344-7233) AT LEAST 72 HOURS PRIOR 70 ANY ON LINEEP SUPPRESSION PLAN FOR EXACTLANDSCAPED EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOCAL 0.3 SW LOCATION AND SIZE) AREA WATER & SEWER DEPARTMENTS TO MARK OUT THEIR UTILITIES. LANDSCAPED AREA S89'57'00"E a N 11. THE LIMITS OF WORK SHALL BE CLEARLY MARKED IN THE FIELD PRIOR 011.------0 =o -- 0 155.06 -- P.O.B. p942 - - -_ EXISTING AREA 0 TO THE START OF CONSTRUCTION OR SITE CLEARING BELL MH W/ GOND. oH�- -o CONI. LIGHT (TO BE / °� LEC. M" 12. ALL CONCRETE AND BITUMINOUS PATCH AREAS TO MATCH YL "- -oH_ coN _orAPPROACH REPLACED WITH FIRE BOX o? O EXISTING GRADES. O wv 0 dt09_5 NEW, TYP. 4 APNG, PLACES) PROPOSED "DO NOT 13. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. GRANITE cue6 LOCE of PAVEMENT cRAmrE cuR6 ° EDGE of PAVEMENT ENTER AND "EYJTRACE PROPOSED "STOP SIGN ONLY" SIGN ` 14. CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION TO BE PERFORMED (TYP 2 PLACES) EXIST. 33.1 DRIVEWAY EXIST. 37.4' DRIVEWAY O IN ACCORDANCE WITH CURRENT OSHA STANDARDS, AS WELL AS I r WV (TO REMAIN) INLET BELL MH STRUCTURES. NAL 15. TO ASSURE STABILITY OF CONTIGUOUS VALVE (TO REMAIN) 15. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE l tl O R T n STREET PRIOR CONSENT OF THE "ENGINEER OF RECORD" IS STRICTLY 1 �J PROHIBITED. m (VARIABLE WIDTH PUBLIC R.O.W.) ° 0 16. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL A.K.A. MARGIN STREET N SUPERSEDE IN ALL CASES. NOTIFY ENGINEER OF RECORD OF ANY to (A.K.A. MASSA HUSETTS STATE HIGHWAY ROUTE 35 (A.K.A. MASSACHUSETTS STATE HIGHWAY ROUTE 114) CONFLICTS. 17. ALL FEATURES NOT LABELED AS "NEW", "PROPOSED", OR "TO BE REMOVED" SHALL BE CONSIDERED TO BE "EXISTING TO REMAIN". c O SOLID YELLOW UNE o n m � SAN MH -- m H ^^GVH� ra W 3 � SAN MH N N ZI~ ~ m � l IGINRYIdocs 3 � o � � m z LO d -CIVIL & CONSULTING ENGINEERS- PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- GRANITE CURB M o(Z 0 352 TURNPIKE ROAD NORTH WALES, PENNSYLVANIA VALLEY STREAM, NEW YORK 72-2000 A �)O U STERLING, 709-9500 (516) , NEWJE •=. �U m V STERLING, VIRGINIA SOUTHBORO, MA 01772 WATCHUNG, NEW JERSEY BENCHMARK Ld z W 3 \ AMERADA HESS CORPORATION (908) 668-8300 PK VA MARKT a 0. \ PROJECT: „ TITLE: PROPOSED HESS EXPRESS' SITE PLAN L) I ESSEX z MAP 2COUNLOT TY #373 MASSACHUSETTS N 86 NORTH STREET, CITY OF SALEM SCALE: H 1 '=10' DATE: W w E W.D . GOEBEL S.P. DECOURSEY (V) NONE 3/6/02 SHEET No: z V) w rn v) E DRAWN BY: 2PROJECTa az Z, �i c� JSC1015v M O N N LMD15SS4u 10, CHECKED BY o \ o o PROFESSIONAL ENGINEER PROFESSIONAL ENGINEER OF 13 to ! w m a MASSACHUSETTS LICENSE No. 42644 MASSACHUSETTS LICENSE No. 36424 a M \ o RHODE ISLAND LICENSE No. 7268 NEW HAMPSHIRE LICENSE No. 9308 REV. N0. m n CONNECTICUT LICENSE No. 21854 MAINE LICENSE No. 8408 N > NEW HAMPSHIRE LICENSE No. 10280 VERMONT LICENSE No. 7110 4 m - - -t M N MAINE LICENSE No. 9490 CONSTRUCTION CHECK OATS x iAAAA AAAA . , o ✓..Qih.GQ� i 12" 12" PROPOSED ASPHALT ROOF SHINGLES PROPOSED ASPHALT ROOF SHINGLES e L � SHINGLE-SH 1 (CERLLALTFEDHIGHLANDS CERTALTEED HIGHLANDS SHNGLE-SHERWOOD FOREST) - ERWOOD FOREST) i � I I ; i� I �,�_ _LL F 1 l -! -I __ ,_L _I __ _1.l -ll 1 _1{. �_��_��_ -1_ i_�L.L_��_ _ _i IJ _ �_L__L _�i 12" I� I j I I i _ L.. 1 ,� >✓ a �. r : --- - .>�_. 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L T ._� ut Et t3 Et -T- '1rT. L'.:111� -LT-L_L„?_S 7rT_-:-i`f'Z'" �S. ?-_l_ 1 , ..iT _. . 'L•TT._-C'y. I. .I_ _.� T 1 .-L,-1 -1 7 ST, S r:TL_'..7-_ -1, S L _CYZ'Z''-L� TT L.2.II.. ft._'ZL I_LT.T7.SI_i.T',:S_!7' -r- Z:1:1a-.Z. r , REAR ELEVATION LEFT SIDE ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 60'-G" BUILDING 59'-4" STEEL BASE FRAME 4' 25-1 7/8" 20'-41/8" 1/8', 4' SHEAR WALL(SEE DETAIL) SHEAR WALL(SEE DETAIL) n w � � 3'CIA, DOWNSPOUT I 1 DF4 DF2 (TYP. 4 PLACES) I MEN 1 UTILITY - DF6 on M N _ COOLER � 0 � - - ' HALL (oenorJaL) r7 ® OLL rte, m v � I JLED 6" PVC SLEEVE THROUGH 3" PVC SLEEVE THROUGH a W p WALL AT 12" APE FOR WALL AT 12" A.F.G. FOR l I SYRUP LINES DRAIN LINES 4" PVC SLEEVE THROUGH A WALL AT 40" A.F.F. FOR CD1 ® CD7 CD4 �j F5 I Y REFRIGERATION LINES n WOMEN m 7'-6 3/4" 6'-0 1/4" - - e. DF3 a 3" 3'-10" -1" 10'-3 1/8" J - a i CAM LOCKS ON COOLER N o z M I ® WALL AND CEILING PANELS 1 S I AT MODULE UNE TO BE REFASTENED. i iI r _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9„ 3'-0„ L3" I MIN. "}} F - - - - - - - - - - - - - - - - - - 1 ,7 � OFFICE ; I � SALES I � I o CASHIER GD9 m BSO L R ENGINE 1 d� L 0 Q •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• ' n w z u 352 TURNPIKE ROAD 1 I I g o m 1120 WELSH ROAD, SUITE 200 70 EAST SUNRISE HIGHWAY, SUITE 609 - I 1 I M colo o o NORTH WALES, PENNSYLVANIA 19454 SOUTHBORO, MA 01772 VALLEY STREAM, NEW YORK 11581 � O Q U (215) 393-8300 508 480-9900 (516) 872-2000 DFI a z a 3 3 PROJECT: pROPOSEDA"HHESESS E EXPRESS TITLE: FLOOR PLAN AND SHEAR WALL(SEE DETAIL) CI Cp SHEAR WALL(SEE DETAIL) ga N O O O z Z MAP #26, LOT #373 TRANSAC11ON DRAWER O I- 1 RECEIVE BRICK NwsH w ESSEX COUNTY MASSACHUSETTS PROPOSED cauMNs To � � BUILDINGELEVATIONS W1FI SPEAKER N � 86 NORTH STREET, CITY OF SALEM (TYP. 2 PLACES) w a SCALE: H AS DATE: w w a E W.D . GOEBEL ST, DECOURSEY �' SHOWN 3/6/02 SHEET No: 3'-2 3/4" 13'-4 1/4" p_p" g' g" 2'-p" 13'-4 1/4" T-4" N z E DRAWN BY: PROJECT No: 1'-6 3/4" ' 4" � w i JSC W011015 6'-1" 3" 45'-0" 8'-0" N CHECKED BY: CAD LD. #: 4" 4" o PROFESSIONAL ENGINEER PROFESSIONAL ENGINEER SPD W011015be4 OF 13 FLOOR PLAN \ - 1O N o MASSACHUSETTS LICENSE No. 42644 MASSACHUSETTS LICENSE No. 36424 w 6 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 j NEW HAMPSHIRE LICENSE No. 10280 VERMONT LICENSE No. 7110 4 MAINE LICENSE No. 9490 CONSTRUCTION CHECK DATE - _ -7_. 1_.