Loading...
94 BRIDGE STREET - ZONING r t 1 . . -.. . -.�, - Q.,- 94 Bridge St SPR i Peterborough oil T �� i ���©� � . 1. -- -- --- �, r � � � �� �. _ � "' �_ i i r t . �� i 4, �, �4 PLANNING BOARD SPECIAL PERMIT ( )BUSINESS PARK DEVELOPMENT ( )PLANNED UNIT DEVELOPMENT ( )CLUSTER DEVELOPMENT ( )SITE PLAN REVIEW ( )FLOOD HAZARD DISTRICT ( )WETLANDS DISTRICT Applicant No �'� Applicant: �ny"19WO /] Qr• _ Project Description: rlljz7l Contact Per n City: 7 —O Phone: 1. Received by Planning Board ( 5 copies) �D 9 (applicant must also file with City Clerk) E a d R rt rt 2 . Distributed for comments (by) g7 ° ° 0 w £ r• � n r• p rt m 3 . Comments received (by) � a m w ti � m 4 . Public Hearing r• C a. Advertise 14 days before hearing c Date 52 &�/d 7 b. Notice sent to: Applicant/Owner , Building Inspector , City Engineer , Board of Health, Conservation Commission, Historic Commission, Abuttors, Beverly, Danvers, Peabody, Lynn, Swampscott, Marblehead. m c,m Date sent $ / 9� by"Ib. 5. Decision by Planning Board a. Approval (by 2/3 ) Denial m b M p M rt N• fD (D b. Notice: Applicant/Owner, City Clerk, a °r Building Inspector , City Engineer , 0 0 0 Board of Health, Conservation Commission, a w w Other . w V1 IY N � fD Date sent by r• n r• N w 6. Recorded in Registry of Deeds ° o ° (Applicant ' s responsibility) EX\DH\COMSHEET r of �zlPxtt, ttssttrl�usk�##s Onr Safrm (Sruit April 1, 1999 Attorney Joseph Correnti Serafini, Serafini,Darling, and Correnti 63 Federal Street Salem, MA 01970 RE: Peterborough Oil(The Mobil Station)—94 Bridge Street Dear Atty. Correnti: The Planning Board received a complaint regarding the parcel located at 94 Bridge Street. The complaint focussed on the lack of landscaping planted on the site. In addition,the complaint addressed the lighting which causes a glare on the adjacent parcels. In response to the complaint,a site visit was made by the Planning Board's Clerk of the Works to ensure that the construction on the site was completed as shown on the approved plan and in the decision of the Planning Board. Will Beaulieu,the Planning Board's Clerk of the Works,determined that the landscaping planted on the site was insufficient. There are many trees and shrubs shown on the approved plan which were not located on the site at the time of this letter. I have enclosed the approved landscaping plan for your convenience. The landscaping on the site must meet what is shown on the approved plan. This landscaping should be completed during the coming spring season. I have also enclosed the decision of the Planning Board for this project. On item #5 of the decision it states that"all site lighting shall be installed and maintained in such a way so as to not reflect or cause glare on abutting properties, or which adversely affect safe vision of operators of vehicles moving on nearby streets." The complaint we received stated that the lighting on the gas canopy is causing a glare on the adjacent properties. Please adjust the lighting on the gas canopy so that it does not glare on any adjacent parcels or the roadway. Please address these concerns as soon as possible. If you have any questions pertaining to the issues discussed above, please contact me at the Salem Planning Department at 745-9595, extension 311. Once these issues have been addressed, please contact me at the Planning Department so that we may inspect the property to ensure completion. Thank you for your attention to these matters. Sincerely, w Denise Sullivan Senior Planner i - .. _ Cbo Df Tatem, tt582Ir1�u5F s Jui 16 2 s> > 3r�, FIttYtttirtgnttr� C/tyo; 9I lt/1tC tt1em (I�rPPtt Cl r rrx sLOf". Af J S DECISION Site Plan Review Special Permit Peterborough Oil Co., Inc. c/o Attorney Joseph Correnti Serafini, Serafini and Darling 63 Federal Street Salem, MA 01970 RE: Peterborough Oil - 94 Bridge Street On Thursday, June 5, 1997, the Planning Board of the City of Salem opened a public hearing regarding the application of Peterborough Oil Co., Inc., 665 N. Main Street, Leominster, MA, under Section 7-18, Site Plan Review of the Salem Zoning Ordinance, with respect to property located at 94 Bridge Street. The proposed project involves the demolition of the existing block building and removal of gasoline pumps to allow the construction of a new building of approximately the same size, as well as the installation of new gasoline pumps and canopy. The public hearing was closed on July 10, 1997, and at a regularly scheduled meeting of the Planning Board held on July 10, 1997,the Board voted by a vote of eight(8) in favor, and one(1) opposed, to approve the application as complying with the requirements of Section 7-18, subject to the following conditions: 1. Conformance with Plan Work shall conform with set of plans entitled, "Proposed Service Station Improvements for Peterborough Oil Co., Inc, Bridge Street, Salem, MA", dated May 1, 1997, revised through June 26, 1997, containing nine(9) sheets labeled 1-9, prepared by Tyree Engineering, PC, 9 Otis Street, Westborough, MA 01581. 2. Amendments Any amendments to the Site Plan or waiver of conditions contained within shall require the approval of the Planning Board. 1. 3. Utilities A. Utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. B. Drainage shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. 4. Board of Appeals All requirements of the Board of Appeal Decision shall be strictly complied with. 5. Site Lightine All site lighting shall be installed and maintained in such a way so as to not reflect or cause glare on abutting properties, or which adversely affect safe vision of operators of vehicles moving on nearby streets. 6. Landscaping A. All landscaping shall be done in accordance with the approved set of plans. B. Trees shall be a minimum of 3 ''/1" caliper. C. Sloped granite curbing shall be installed along the radii at each of the two entrance driveways. D. Concrete curbing shall be installed within the entire site. E. The applicant shall work with the City Planner and the City's Landscape Architect to determine the most appropriate screening and landscaping for the rear of the property, along Cross Street, and for the side of the property located on Pearl Street. The design shall include a pedestrian opening at the rear of the property. This plan shall be submitted to the City Planner for written approval prior to the issuance of a Building Permit. F. After all project landscaping is completed, and prior to the issuance of a Certificate of Occupancy,the applicant, his successors or assigns, shall be required to add further landscaping if such is required by the City Planner. 7. Si na e Proposed signage shall be reviewed and approved by the City Planner and the Sign Review Committee. 8. Board of Health All Board of Health requirements shall be strictly adhered to. 9. Fire Department All work shall comply with the requirements of the Salem Fire Department. ti 10. Building Inspector All work shall comply with the requirements of the Building Inspector. 11. Underground Utilities All utilities shall be installed underground. 12. Clerk of Works A Clerk of Works shall be provided and paid for by the applicant, his successors or assigns, as deemed necessary by the City Planner. 13. HVAC Equipment The Applicant shall submit catalog cuts of the HVAC system documenting projected noise levels shall be submitted to the Planning Department prior to the issuance of a Building Permit. The dB of the equipment shall be no more than 50 dB as measured at the nearest property line, and reasonable muffling of the HVAC equipment shall be installed to further reduce the level of noise from the equipment. 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. 15. Construction Practices All construction shall be carried out in accordance with the following conditions: A.No work shall commence before 8:00 A.M. on weekdays and Saturdays. No work shall continue beyond 5:00 P.M. There shall be no work conducted on Sundays and holidays. Inside work of a quiet nature may be permitted at other times. B.AII reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutter in writing at least 72 hours prior to commencement of construction. Notification shall also be submitted to the Planning Department. 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. D.AII 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 of the City of Salem. C 16. As-Built Plans As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted to the Planning Department and Engineering Department prior to the issuance of a Certificate of Occupancy. 17. Violations Violations of any condition of this Decision may result in revocation of this permit by the Planning Board. thereby certify that a copy of this decision and plans have 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 County Registry of Deeds and is indexed under the name of the owner of record or is recorded on the owner's Certificate of Title. The fee for recording or registering shall be paid by the owner or applicant. Walter B. Power, III Chairman CITY OF SALEM BOARD OF HEALTH Salem, Massachusetts 01970-3928 JOANNE SCOTT,MPH,RS,CHO NINE NORTH STREET HEALTH AGENT Tel:(508)741-1800 Fax:(508)740-9705 July 29, 1997 Walter B. Power, III, Chairman Salem Planning Board One Salem Green Salem, Massachusetts 01970 Dear Mr. Power: At its meeting on July 8, 1997, the Salem Board of Health voted to approve the Site Plan Review Special Permit for Peterborough Oil, 94 Bridge, as presented by Ellen Winkler and Alexander Trakimas, with the following conditions: 1. The developer shall adhere to a drainage plan as approved by the City Engineer. 2. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction or demolition, and shall send a copy of the exterminator's invoice to the Health Agent. 3. The developer shall maintain the area free from rodents throughout construction. 4. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. 5. The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. 6. The Fire Department must approve the plan regarding access for fire fighting. 7. Noise levels from the resultant establishment(s) generated by operations including but not limited to, refrigeration and heating, shall not increase the broadband sound level by more than 10 dB(A), above the ambient levels measured at the property line. 8. The developer shall employ a method of maintaining the catch basins including cleaning at least annually. CITY OF SALEM HEALTH DEPARTMENT Nine North Street Salem,Massachusetts 01970 9. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. 10. The resultant establishment(s) shall dispose of all waste materials resulting from its operations in an environmentally sound manner as described to the Board of health. 11. All blasting shall be done in accordance with fire codes. 12. Any resultant food establishment must comply with the State Sanitary Code for Food Establishments and plans for such an establishment must be approved by the health agent prior to construction. If I may be of any assistance to your Board, please call me. Sincerely yours, Fo�the Board of Health, r Joanne Sco t Health Agent cc: Ellen Winkler, Attorney Alexander Trakimas, Engineer Craig Wheeler, City Planner (CIfU of �jLllvmtt cga!55 ciluSetts paurb of �Fvezd Gra 18 2 44 i'rf 97 CITY OF SAL! M. MASS DECISION ON THE PETITION OF PETERBOROUGH OIL CO. REQUESTIMIK'A Mr r PERMIT FOR THE PROPERTY LOCATED AT 94 BRIDGE STREET (R-2 ) A hearing on this petition was held March 19, 1997 and continued to April 16, 1997 with the following Board Members present: Gary Barrett; Chairman, Nina Cohen, Albert Hill, Paul Valaskatgis and Arthur LeBrecque. 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 allow the enlargement of the existing non conforming use and Change of Use to permit a mini-mart for the property located at 94 Bridge Street. The provision of the Salem Zoning Ordinance which is applicable to Permit is Section 5-3 provides this request for a Special (1 ) , which P q P 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, extension or 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 rule 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 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. Petitioner proposes to renovate property by demolishing existing structure and erecting new structure while expanding existing non-conforming use as gas station to include convenience store and gas station. 2. After meeting with neighbors and listening to concerns relative to projected noise and nuisance from proposed plans, petitioner agreed to the following changes from original plans (subject to approval by the Planning Commission) : DECISION OF THE PETITION' OF PETERBOROUGH OIL CO.REQUESTING A SPECIAL PERMIT FOR THE PROPERTY LOCATED AT 94 BRIDGE STREET (R-2) page two A. Building footprint reduced to 2,600 square foot max; B. Reduced parking spaces to 11; C. Removed all parking from rear property line; D. Rear border will receive extensive plantings. E. Landscaping island at Bridge Street property line will limit crossover traffic between pumps; F. Dumpster will be located next to building; G. Signage locations to be decided on Bridge Street; H. Building facade will reflect neighborhood, with clapboard siding, asphalt shingle room and dormers. 3. The plan as altered met the enthusiastic approval of Eric Williams, of 4 Pearl St, Jack Cempellin, of North River Neighborhood Association, and Paul Ward of Pearl St. and the N.R.N.A. Regina Ward also appeared in support of the petition. On the basis of the above findings of fact, and on the evidence presented, the Board of Appeal concludes as follows: 1 . The Special Permit requested can be granted without substantial detriment to the public good or without nullifying and substantially derogating from the intent of the district or the purpose of the ordinance. 2. The granting of the Special Permit requested will promote the public health, safety, convenience and welfare of the City's inhabitants and may be granted in harmony with the neighborhood. Therefore, the Zoning Board of Appeal voted unanimously, 5-0 to grant the Special Permit requested, subject to the following conditions: 1. Petitioner shall comply with all city and state statutes, ordinances, codes and regulations. 2. All construction shall comply with all city and state statutes, ordinances, codes and regulations. 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 shall be obtained. 6. Petitioner is to obtain approval from any City Board or Commission having jurisdiction including, but not limited to,c, a the Planning Board. , $ 0 co �N N a N r O r = = F C' S = ni D N t� DECISION OF THE PETITION OF PETERBOROUGH OIL COMPANY REQUESTING A SPECIAL PERMIT FOR THE PROPERTY LOCATED AT 94 BRIDGE STREET page three 7. The footprint of building reduced to 2,600 square foot. 8. Petitioner shall make every effort to incorporate the changes with regards to the landscape with the plans that were submitted and stamped on April 14, 1997. SPECIAL PERMIT GRANTED April 16, 1997 Nina Cohen, Member 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 MGL 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 MGL 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 or 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 � a z O Q7 o= t L to J Mobil Gas Station Storm Drainage Report and Calculations Prepared For: PETERBOROUGH OIL COMPANY, INC. 665 NORTH MAIN STREET LEOMINSTER, MASSACHUSETTS 01453 Bridge & Pearl Streets Salem, Massachusetts >~ OF M `tif odd STEPHEN cyb P DeCDURSEY w CIVIL No. 36424p Tyree Eng g, P. . 9 Otis Street Westborough, Massachusetts 01581 May, 1997 TABLE OF CONTENTS Page Drainage Report: 1. Introduction............................................................................................................................I 2. Methodology..........................................................................................................................1 3. Existing Conditions................................................................................................................1 4. Proposed Conditions..............................................................................................................3 5. Conclusions............................................................................................................................4 Appendix A- Storm Drainage Calculations DRAINAGE REPORT 1. INTRODUCTION This report provides an analysis of the existing and proposed site drainage associated with the re-development of a Mobil Oil gas station and convenience store. The study establishes and compares pre- and post- development peak rates of storm runoff for the 10, 25 and 100-year design storms. Drainage impacts of the proposed development and measures to mitigate any adverse environmental affects are addressed in this report. 2. METHODOLOGY This report examines the site under existing and proposed conditions for the 10, 25 and 100-year storm events. The Rational Method has been used to estimate peak rates of runoff as recommended by the Massachusetts DPW Highway Design Manual. See Appendix A for runoff calculations. The rainfall intensities were determined from the USDA-Soil Conservation Service rainfall distribution tables. 3. EXISTING CONDITIONS The site is located on the comer of Bridge Street and Pearl Street in Salem, Massachusetts. The property is rectangular in shape and is bordered to the east by Bridge Street, to the south by Pearl Street, to the west by Cross Street and to the north by residential development. The parcel area is 22,080 square feet. The site is currently developed with an approximately 2,700 square foot Citgo service station with service bays, two gasoline pump islands, parking and other facilities relating to the gas station. The rear portion of the site is paved and fenced in with chain-link fencing. Nearly the entire site is impervious with limited landscaping. 1 This site currently drains onto Bridge Street, Pearl Street and Cross Street. This runoff is currently collected by the City storm drain system. A small portion of the site drains onto the residential development to the north of the site. Runoff Quantities A stormwater analysis was performed to calculate pre-development runoff rates for the 10, 25 and 100-year storm events using the Rational Method. This methodology is recommended by the Massachusetts DPW Highway Design Manual. The pre-development peak rates of runoff are presented in Table 1. (Refer to Appendix for calculations.) Table 1 PRE-DEVELOPMENT STORMWATER RUNOFF RATES Runoff rates by Storm Event(cfs)* 10-Year 25-Year 100-Year Drainage Area 1 1.4 1.8 2.0 Drainage Area 2 0.3 0.4 0.4 Drainage Area 3 0.7 0.8 0.9 Total 2.4 3.0 3.3 * cfs= cubic feet per second 2 4. PROPOSED CONDITIONS Under proposed conditions, the existing building will be demolished and a new 2,580 square foot convenience store constructed, setback approximately 100' from Bridge Street. A new pump island and a 1,924 square foot canopy will be constructed to the front of the site. The entire site will be re-graded as needed and additional landscaping will be added on site. The drainage pattern for the site will remain essentially unchanged from the existing to the proposed condition. Runoff Ouantities The stormwater analysis for proposed conditions was performed for the 10, 25 and 100-year storm events using the Rational method. The post- development runoff rates are listed in Table 2. Table 2 POST-DEVELOPMENT STORMWATER RUNOFF RATES Runoff rates by Storm Event(cfs)* 10-Year 25-Year 100-Year Drainage Area 1 1.8 2.2 2.4 Drainage Area 2 0.01 0.02 0.03 Drainage Area 1 0.5 0.6 0.7 TOTAL 2.31 2.82 3.13 * efs=cubic feet per second 3 5. CONCLUSIONS The proposed development will result in a slight decrease of the peak rate of runoff from the pre-development condition for the 10, 25 and 100-year storm events under the post-development condition. A comparison of pre- development and post-development conditions are presented in Table 3. Table 3 STORMWATER RUNOFF RATE SUMMARY Development Condition Runoff rates by Storm Event(cfs)** 10-Year 25-Year 100-Year Pre-development 2.40 3.0 3.3 Post-development 2.31 2.82 3.13 Difference -0.09 -0.18 -0.17 The overall decrease in peak runoff rates is due to the additional landscaped areas proposed for the site. Additionally,these landscaped areas will improve the quality of stormwater runoff from the site. 4 Appendix A Storm Drainage Calculations Tyree Consulting Co. 9 Otis Street sHEErNO. or Westborough, MA 0 1 S81-331 I Phone: 508-871-8400 CALCULATED BY DATE _ Fax: 508-871-8401 DATE ryrce (p(�Q ochnonmental ' �-/"1' chnologies SCALE �xis�lNG ��a�y.Ns _ PA'] tai 613 IVA L (.31) ..... ........ &"Ass la��a� Ph1.. (•Zq� DA N 2 9 .... DA. 3S t 29j: gj . .. z 1.... ... ....... .: :. of s Tyree Consulting Co. 9 Otis street SHEET NO. '7 CIF Westborough, MA 01581-331 1 J Phone: 508-871-8400 CALCULATED BY DATE Fax: 508-871-8401 DATE ryru Environmental"reGtnologies SCALE qtw pdrt✓� (�? �: pad I, B l0 Li 12" j47 r _.y .... . . qq 3.d TAS 5 $ _ , 9 -o.� 3 13 7UYA _ a 'P a -b 3,02 3. 3.: -300&E i Tyree Consulting Co. 9 Otis Street . Westborough, MA 0 158 1-33 1 1 SnEETrJO. of 7i Phone: 508-871-8440 CALCULATED BY DAT _ Fax: 508-871-8401 ryree DAT '��I/QJ Environmental �-j"Tedinologics SCALE -DA X_3 �....4J PPvSo Cao�(o✓s PA 1 ........ Il 1_b -6 - +03� . . a+:...ti . ...... l At�aso_ 38. 5 01' .... Gl°p Get i s GA c 10-22 Drainage and Erosion Control 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0 2.0 so F'°qs I 2S rgHS S 1.5 10 oz �s FREQUENCY (YRS. 1 ) 0 .0 Fps .9 .8 CL 7 m .5 ) .0 U c 4 t Cn Z W .2 (. z .15 __j I I I I Q 1 LL Z .09 Q .08 Cc .07 06 .05 i 1 I ' I 04 03 i .02 01 6 7 8 9 10 15 20 30 40 50 60 2 3 4 5 6 8 10 12 18 24 (MINUTES) DURATION (HOURS) Figure 10-4. Intensity — Duration — Frequency Curve for Boston, MA 10-22 Drainage and Erosion Control 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0 �0O r Fq 2.0 �re�Rr sr e z Fg4s FREQUENCY (YRS. ) r i.0 rF'Ws .9 8 n .7 v) 6 L U c 4 } UJ 2 z .15 J J Q 1 Z .09 Q .08 r .07 06 I I I 05 04 03 .02 .01 5 6 7 8 9 10 15 20 30 40 50 60 2 3 4 5 6 8 10 12 18 24 (MINUTES) DURATION (HOURS) Figure 10-4. Intensity — Duration — Frequency Curve for Boston, MA 10-22 Drainage and Erosion Control 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0 �Poy F 2-0 yF s 1.5 'O �S s yF4gy, 2y FREQUENCY (YRS. ) V 1.0 F'As L 9 N 8 o .7 y .6 L V c 4 n Z 2 W z .15 J J LL 1 _... . Q .OB Cr: .07 .06 OS 04 03 .02 01 5 6 7 8 9 10 15 20 30 40 50 60 2 3 4 5 6 8 10 12 18 24 (MINUTES) DURATION (HOURS) Figure 10-4. Intensity — Duration — Frequency Curve for Boston, MA 1` CROSS STREET ` EXIsY�.lb ARAiNi}GE -j>zt +TAXY w„ 40weA PLAN BRIDGE STREET GRAPHIC--LC L1,R L�ceQ®�S^OC9M�JI1� .. - vim SITE PLAN CROSS LJ sA 3 \-&TaH93 Nc_ Cr A- 6.6* "LIS WE= _4 AZEA Pl.A 4 GRAPHIC GRADING & DRAINAGE PLAN JILme I t � L _ r t _ \ I f� ,�� JV 0 0 0 r... !f CIL COMPANY, INC . z L?t, me pllq r — ;3 • � J ®LJ" —\ `/ \ i Lam' ` .. y _ i •la_ T LEGEND �IN D E X TO D RAW I N EXISTING PROPOSED DESCRIPTION , 1 SITE PLANDRAIN MANHOLE r t a GRADING DRAINAGEPLAN tletr ri r;.»r g + NCBi CATCH BASIN — - _ •rs aror '�7• O i SEWER MANHOLE ` - ' " - `� 3 UTILITY PLAN -: EO PIEMHJ ELECTRIC MANHOLE a~ M Y • OT �NTMr+i TELEPHONE MANHOLE _.—__ .• J _k a r: + ' Y ': ,.. :{ ---- -- - — t= = 4 . LANDSCAPE PLAN Wk ®wc ®wG WATER GATE Y i r- Qcc ®Gc GAS GATE N T NN T 5 . O 0 ETR.,IC LIGHTING PLAN , y'r - FIRE HYDRANT / \> UTILITY VALVE - - �� , / w _1 , w�" N ,,�, Ha�._ 6 B U f L D I N G L E V A T i 0 N -4- -i- UTILITY POLE �f S7 `+'.. � —__ , 1r_ Y•ia�V' Rd �r•i'' 'v i``'"1_... .°.�-- _ , f ac, —f - y 1 ra. TRAFFIC SIGNAL 7 . CANOPY EEVATIONS & SIGNAGE PLAN l rl Q TELEPHONE t- ___-____—_ 8 . CONSTRUC TION DETAILS GATE VALVE _ ® SIR PIMP --- ra N, 6 . _` 'Yt 77 9 . C 0 N C E P T L A L FLOOR PLAN 4. _ BENCH MARK (1 MISCELLANEOUS PLANS : SIGN a P -_ F ! SUPPRESSION P --� a— L MPED UTILITY POLE ► �'• R E PLAN 9 . off.. +. ':a tl .'A' tr _a AREA MAP r qJ D o I • •:IVIL & CONSULTING ENGINEERS ENVIRONMENTAL & SITE PLANNERS• • TRAFFIC ENGINEERS ARCHITECTURAL. DESIGNERS• Z • SURVEYORS PROJECT MANAGER - TEL. (508) 871-8400 9 OTIS;STREET FAX. (608) 871-8401 w WESTBOROUGH, IIIA 01581-3311 Q FARMINGDALF, NY LATHAM. W BURLfNGT'lN. N,, BROOKFIELD, CT STERLING, VA Z F- x� w _ in po DRAWN BY: SSR L @c��1)affa F,go CHECKED BY: ABT ` • OK COMPANY, 1N�. DATE: 5/1/97 COVER SHEET SCALE: AS NOTED PETERBOROUGH OIL CO,, INC, DRAWING NO: W97767CO.DWG BRIDGE STREET P:\97\PETERBOROUGH\MA\SALEM\97�6'CO,DwG PROJECT NO: W97767 13 SALEM, MASSACHUSETTS *1Y n' o PAGE: -- REV. NO. r •' x -l.. ,r., ` s..: ,`+ r F,. :4' 4?4:•; "', ' .P r,.._4- S . 3 '.x ,F. _ .. ., ..A. t i1y.._ . +•, w. `q; (,.•. ... , .,.6& .' w,,`.' y. ';' r.r _., .{. Y!' -'9'J' 'd -i4 ,'y "Ifl,.. '2rP;'a.9i, u':,'..' ..ac' . '4' i:.a :7Si'r«.a•."1MtYNr , 'k-: ,. L/ :.. .. -..: ..wT-l'+R>> .WW: .•+. .wt..>r'tFS".a9 _7f•-;�L.Yv... .a! .S+Y-lE 7' .., . C�'w',,. ... 0 '}''f SYr 'S. .Q' .'i- '}.- 1 I. ZONING ANALYSIS 'TABLE ZONE CRITERIA REQUIRED EXISTING PROPOSED 1: ZONING DISTRICT k2 DISTRICT z'< MINIMUM LOT AREA 15,000 SF 22.080 SF NO CHANGE MINIMUM FRONTAGE 120' 120'± NO CHANGE .� MAXIMUM COVERAGE 35% 19% 19% MIN. FRONT SETBACK 40' 38.8'± 28'± MIN REAR SETBACK N/A N/A N/A MIN. SIDE SETBACK 10' 22.4'± 11.0'± MAX. BUILDING HEIGHT n .a, PARKING SPACES 15 226 NONE 3 PARKING CRITERIA RETAIL BUSINESS. ONE SPACE FOR EACH 150 S.F. OF GROSS FLOOR AREA EXCLUDING STORAGE 1537 S.F./ 150 = 11 REO'D, 13 SPACES PROVIDED CROSS STREET H r GENERAL SITE NOTES MJ & MA APOSTOLOS C/O PETERBOROUGH OIL CO., INC. 665 NORTH MAIN STREET �eN:x nw. Nr LEOMINSTER, MA 01453 k 11r, RF �. 2. LOT SHOWN ON ASSESSOR'S MAP #36, LOT 120 IN THE CITY OF SALEM. 3. PARCEL AREA IS 22,080 SQUARE FEET >F'F, 120 t 4. PROPERTY LINE AND INFORMATION TAKEN FROM A PIAN ENTITLED 'SITE IMPROVEMENT PLAN" BY WHITMAN & BINGHMA ASSOCIATES, INC., LEOMINSTER, MA, SCALE: 1"= 20', DATED 2-4-97 AND REVISED THRU 4-14-97. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS / I AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH + : I THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS (` I PROP Co PAD THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD PROP 10' ` It' SLATS OF& C IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TRASH ENCLOSUREr EXISTING BUILDING TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL O\ -15.0 _ Y RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS ! Y DEFINED BY THE DRAWINGS AND IN, FULL CONFORMANCE WITH LOCAL REGULATIONS I I X a a❑ AND CODES. n 24,0 ! 6. ALL WORK SHALL CONFORM TO THE CITY OF SALEM AND COMMONWEALTH y t3 RODP 4• WIDE �� PROP. CONC. PAD 1 PROP. LIGHT POLE O � OF MASSACHUSETTS HIGHWAY DEPARTMENT STANDARDS O 49 t E: STRIPE CNP.) "0 AS APPLICABLE. 0 7 ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL 13E CONSTRUCTED 12 IN ACCORDANCE WITH MOBIL OIL CORPORATION SPECIFICATIONS. 8. ALL UNDERGROUND PIPING AND PIPING INSTALLATION SHALL CONFORM TO THE 11 1 REQUIREMENTS OF THE DISPENSER AND PIPING MANUFACTURERS, THE CITY 1 OF SALEM FIRE DEPARTMENT, THE OFFICE OF THE STATE OF MASSACHUSETTS FIRE MARSHAL, MASSACHUSETTS 527 CMR 9 00 AND MOBIL OIL CORPORATION. PROPOSCD 2580 s.r. BUILDING 9. UNDERGROUND STORAGE TANKS, PIPING, AND SYSTEM COMPONENTS SHALL BE O INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS BY A LICENSED CONTRACTOR CERTIFIED FOR SUCH INSTALLATION BY THE TANK AND PIPINC MANUFACTURER, ALL INSTALLATION DETAILS SHALL BE IN ACCORDANCE EXISTING STOCKADE FENCE WITH MANUFACTURING DETAILS FOR ALL TANK AND SYSTEM COMPONENTS. PROS GONG. - (TO REN) 10- LOCATION OF ALL EXISTING AND PROPOSED SER'dICES ARE APPROXIMATE AND MUST l8J CURB STOPS 1 MAIBE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO --_ I COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. ALL UTILITY SERVICE - o i r-� I� CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR I�) IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. Co 11 ALL UTILITY LOCATIONS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE Ll G z I O ``J O � O O Go CONTRACTOR TO LOCATE CONDUITS, PRODUCT PIPING, ETC PRIOR TO Z COMMENCEMENT Or EXCAVATION OF ANY TYPE. N 12. EXISTING TANKS, PIPING AND ALL OTHER EQUIPMENT ARE TO BE REMOVED AND p PROP TRAFiFIi {— v' ` 1 FLOW ARROW coNc ) DISPOSED OF IN ACCORDANCE WITH ALL. FEDERAL, STATE AND LOCAL CODES BOLLARD (TYP) o (np.) AND REGULATIONS. W I PROPGJNOPY COL.UJMN ! I 13, ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED _ . (REFER TO MFG. DMMGS. I ^ DISPOSAL LOCATbN. FOR ACTUAL SIZE k T777-T--T--T'- N �I ORIENTATION) f 14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY 'DI('—SAFE" IX I r-PROP- SAFETY -PROP. --��I PROP. BOLIARO (1-800-322-4844) 72 HOURS PRIOR TO ANY EXCAVATION ON THIS SITF. STORAGE(TIP) ISLAND MAT MAT (T)P.) 1 27 0 S CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER &SEWER DEPARTMENTS �^i'�� IJ �- "'� -•- AREA TO MARK OUT THEIR UTILITIES. IF n PCONC. CURB \ j I I 15. CONTRACTOR SHALL NOTIFY LOCAL FIRE DEPARTMENT AND OBTAIN PROPER TRADE PERMITS 1�' PRIOR TO .:OMMENCEMENT OF WORK W � R � _ EXISTING BU�iDIWG J _ PROP 2' X ... I I :1 ®rc �I ;� �nl ISLAND w I (I 16. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE BUILDING AND FIRE DEPARTMENTS 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. -I; i I I c • I I 0 • MPD (TMPI L ) -- i 17. THE LIMITS OF WORK SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO THE STARlr h' OF CONSTRUCTION OR SITE CLEARING. n z 0* I 1& ALL CONCRETE AND BITUMINOUS PATCH AREAS TO MATCH EXISTING GRADES.i ' 704 AREA cfwOPi . EXISTING U G , FUEL STORAGE 19. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH O.S.H.A. REQUIREMENTS. � TANKS (TO 20. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL �, w • �, LOCAL, STATE AND FEDERAL REGULATIONS. W • "' \ 21. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION EXISTING WALL WALL AND SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS, AS WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, e`' 1 °9. - 40 f AS FIELD CONDITIONS DICTATE. '•3r t 22. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT EXISTING s+ofwALK OF THE "ENGINEER OF RECORD" IS STRICTLY PROHIBITED. EXISTING EDGE OF PAVEMEh -- - -- - 23. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL PROPOSED 10. :SIGN SUPERSEDE IN ALL CASES NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS. - " CC� 24. REFER TO MOBIL STANDARD TANK DETAIL DRAWINGS 6248-TNK-1 THROUGH 7. °cs•; — PROP. 3' WME CURB OPENING 25. REFER TO MOBIL STANDARD LIGHT DETAIL DRAWING #649-YLF, SHEET I OF 1, FOR AREA LIGHT FOUNDATION DETAILS. 26, REFER TO MOBIL RESALE ENGINEERING REFERENCE DRAWINGS VOLUME 1, 2 & 3 FOR ADDITIONAL MOBIL DESIGN ENGINEERING STANDARDS. r: BRIDLI]T-11 STREET m 0 - � Q x z �o o vCL UC1F • CIVIL & CONSULTING ENGINEERS ENVIRONMENTAL & SITE PLANNERS• lid kt t}�j BM • TRAFFIC ENGINEERS ARCHITECTURAL DESIGNERS O O0 D`b� ` ` `'Y�. • SURVEYORS PROJECT MANAGERS• zO- TRL (508) 871-8400 9 OTIS/'STREET FAX. (508) 871-8401 �. Zm Q , 11FSTBOROtiGH, MA 01581-3311 UZ va of 3 FARMINGDALE, NY LATHAM, NY BURLINGTON, NJ BROOKFIELD, CT STERLING, VA GRAPHIC SCALE �� oz _ D o c — DRAWN BY SSR - CHECKED BY: SPD 01L COW Hy.. � to 20 s;. - - DATE: 5/1/97 - -- -------- - - cv a SITE PLAN SCALE. 1"=20'-O' IN FEET ) r \ PETERBOROUGH OIL CO., INC- DRAWING NO: 97767SP1 DWG P'\97\PETERBUROUGM\MA\977675PZ.DWC 1 inch = 20 et. BRIDGE STREET PROJECT NO: wy/76/ Y SALEM, MASSACHUSETTS Lr f PAGE: 1 REV NO. 3 f • C' (v s Y• y q,��tfR`��{;' ,a.' 'y� �' fi Y ^1 - ,. - PROP.. 35 i.r. 72" HDPE PIPE- S40P!* 0,010 ft/ft EXIST. c8 RIM, 21.11 18.6± CROSS ,STREET - - LEGEND GRADING & DRAINAGE EXIST. DMH - RIM- 21.8± EXIST. DMH EXIST CB - INV.- 1.6.6± , RIM= 20.7± RIM_ 20.11 E>aSTING PROPOSED DESCRIPTION 17.3±0 INV.- 14.3± [W.=y� 123- -- 123 CONTOUR 2 10 (0 X 123.45 X 123.45 SPOT GRADE X G 122.95 X G 122.95 -- GUTTER ELEVATION D j e°' '� D--- O- D -- D _ "C 123.95 [El23.95 TOP OF CURB ,11 BC 123.45 Lt 123.45 BOTTOM OF CURB I 120f _ FW 123.95 TW 123.95 TOP OF WALL X ew 123.45 BW 123.45 BOTTOM OF WALL �"ow* DRAIN MANHOLE 7-7-7-7-7--7- - x X. x x CATCH BASIN Q) � TC 21,36 i SEWER MANHOLE / rc 2t.5oI Tc 21.90 TC 20. 2 cs JBC 2016 u.1C� �wom/ ELECTRIC MANHOLE BC 21 00 BC 21 40 BC 20.442 nn 2 6.1E O 1C 1.32 '� TC 21.309C 20.82 I @ �N1 ">! TELEPHONE MANHOLE S5 8C 2t00 S'�, - \ ®� ® WATER GATE 0 Rr p I 6 ®cc ®cc GAS GATE C.O. �I 3241' X x FIRE HYDRANT UTILITY VALVE TC 21 t 0 U! i� \ -- (^ ac 20 80 37 - we SUR 35. s-of ■ t UTILITY POLE O I a y CCI TRAFFIC SIGNAL Ln ,q - ---- E.F.E. ■ 2t.4U z:'s � © m TELEPHONE u 10 20.55 GATE VAI-VE AIR PUMP [�. O TC 20.50 I BENCH MARK --` BC 20.00 ,_p v°0� P SIGN X - I CAMPED UTILITY POLE u�et BC 20.80C 2 . 4 '= _< n ten; ^i 4; T12BC BC 2124 2U.?4 � r�70`- 6" PVC SDR 35. S-.Ot v ir o� O EXIST DMH RIM= 20.31 INV.= 15.0± I 9C 20.08 2� 77-TTTT'n-n EXIST. CB 20.25 RIM- 19.21 *2 %$ II 2, 2�ALf- ir PW sDR 35. 5_.01 GENERAL GRADING NOTES 0 I \ Rn RD C n ( J 1. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGIRAPHY INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMIENT OF ANY I s O Ti 21.03 TI 20.8' 81 2037 CONSTRUCTION.CONTRACTOR TO ENSURE 1.0% MIN. SLOPE ALONG AL1. GUTTERS 1 • x I TO PREVENT PONDING THE CONTRACTOR IS RESPONSIBLE FOR ID£NTfIFYING ALL 1 TC 20.34 ) ( I I� 20 _ Etl 203, o DISCREPANCIES AND OTHER CONDITIONS THAT MAY EFFECT PUBLIC SAFETY AS 8C 20.34 1 I ti ' $ ! 40 1 1 0 I I w« \ I w WELL AS THE PROJECT COST TO THE ENGINEER IMMEDIATELY IN WRI-TING. 2. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO I I ,Ud zoo? \ \ L . . , . e, ` . . . COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND i I o `05S' z ��, ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. O Tc X0.17 HP , ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. GIN CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF TC 20.53 t9 67 TC 20471 >Q CONNECTION) AND PROGRESS UP GRADIENT. INTERFACE POINTS (CROSSINGS) WITH 20.03 , ec 1997 EXISTING UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. X_ TC 20.24 SC 19.74 3 PROPOSED TOP OF CURB ELEVATIONS TO GENERALLY 6" ABOVE EXISTING LOCAL Z ASPHALT GRADE. FIELD ADJUST TO CREATE A MIN OF 1% GUTTER GRADE ALONG CURB ° --�� - - - ---- - - -- FACE. ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION, u ti9 e 4, REFER TO SITE PLAN (SHEET #1) FOR ADDITIONAL NOTES. 5. REFER TO CONSTRUCTION DETAILS PLAN FOR GRADING AND YARD DETAILS. EXIST. DMH / MEET M�EIST RIM= 11 is' E7(GRq��T E 6. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERCEDE INV iN)- 15.6t trv�GUT}=1s.pt IN ALL CASES. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS. >0 ip �► t' Ex151.CB N --EXIST. DW RIM= 19.61 CD R i INV.- 15.7± j 19.4 ,Lp IN . IN3a 14(;+- INV.OIJT)=1 3 9, a�_ ,Q, --�---g_ 2� EXIST.CB -� RIM- 19.1± BRIDGE STR E T w = • CIVIL & CONSULTING ENGINEERS L ENVIRONMENTAL & SITE PLANNERS• f, • TRAFFIC ENGINEERS �(\ ARCHITECTURAL DESIGNERS• • SURVEYORS PROJECT MANAGERS• TEL (608) 871-8400 b OTISIST REET FAX. (508) 871-8401 ZZ T' Cte.;Ca✓'R'fY ` lfg`S'TBOROL'GH NA 91581-3311 It y' QO h�i, %`+ FARMINGDALE, NY LATHAM• NY BURLINGTON, NJ BROOKFIELD. CT STERLING, VA W Z GRAPHIC SCALE uix V)Z w �``=� -' {� /p��"'�(p �7 nDRAWN g o f, OIL.�__e Ec- Wob LoiI i at�Jo� CHECKED YBY: SPD Z 1z` 4 .•i: hl �CC U _ 20 0 1U 40 DATE 5/12/97 GRADING & DRAINAGE PLAN �- Q scAlE: 1 -o" ( IN FEET ) PETERBOROUGH OIL CO , INC_ DRAWING N0: 97767GR.DWG ' P\,9?\PETERBOROUGH\MA\977675P2.DWG 1 )inch = 20 ft. ? z BRIDGE STREET NRWECT NO: W97767 SALEM, MASSACHUSETTS W PAGE: 2 REV. NO s 4. ;f- dossSTREET FXIST. SMH --- RIM: 21.83 ------- INVIN = 16.51 / NV IN = 16.51 / INV OUT)= 16.4± O i� APPNU:x. LUGAI ION EXIST. SANITARY SEWER UNE ( 120' t _ -- —-- LEGEND - t I G ------ EXISTING GAS LINE ---- K y E EXISTING ELECTRIC UNE I / — W -- — EXISTING WATER UNE tj O T EXISTING TELEPHONE UNE CLEANOUT)'`, I — — -- 1 S EXISTING SEWER LINE ! � I X e � ❑ � � \ S PROPOSED SEWER LINE C PROPOSED GAS UNE W PROPOSED WATER UNE IO T/E PROPOSED ELECTRIC do TELEPHONE UNE PROPOSED DRAIN UNE _—_PROPOSED U/G TELEPHONE SERVICE I ( � I' E I REMOVE EXIST. GENERAL ( NOTES TEL do ELEC. -- --�—._.- — — SERVICE — � — PROPOSED U/G I � I ELECTRIC SERVICE C� Gam' C=7--= t==7 C+---� I' i CONTRACTOR IS RESPONSIBLE FOR VERIFiCADON OF EXISTING TOPOGRAPHY p I NO INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION.CONTRACTOR TO ENSURE 1.0% MIN. SLOPE ALONG ALL GUTTERS TO PREVENT PONDING THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL DISCREPANCIES AND OTHER CONDITIONS THAT MAY EFFECT PUBLIC SAFETY AS I WELL AS THE PROJECT COST TO THE ENGINEER IMMEDIATELY N WRITING I 2 LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO n + COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION SANITARY SEINER AND �i ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDEINTLY PROPOSED GAS SERVICE BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. - ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WR171NG TO THE ENGINEER. PROPOSED i/2" WATER - CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF SERVICE -_ CONNECTION) AND PROGRESS UP GRADIENT. INTERFACE POINTS (CROSSINGS) WITH + EXISTING UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. PROPOSED TOP OF CURB ELEVATIONS TO GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE. FIELD ADJUST TO CREATE A MIN OF 1% GUTTER GRADE ALONG (CURB WFACE. ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATIOIN. 4. REFER Tv SITE PLAN (SHEET #1) FUR ADDITIONAL NOTES. 0 F ( 0 I # I I 5. REFER TO CONSTRUCTION DETAILS PLAN FOR GRADING AND YARD DETAILS. C I I I I � + I 6. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERCEDE I I I I I IN ALL CASES. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS. O I ( I O I PROPOSED SEWER SERVICE226', 5 PVC 7 LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND - Q) i i SDR 35. S- 01 S� MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO I COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION, SANITARY SEWER AND I 1 ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY I BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. TIE INTO EXISTING GAS — TIE INTO EXISTING EXIST SMH N MAIN (LOCATION TO BE WATER MAIN (LOCATION RIM= 19.7± VERIR D PRIOR TO TO 6E VERIFIED PRIOR INV IN—� 5.71 UCTION) )� 1CONSTRTO CONSTRUCTION) ZINVf OUT)= FIELD VERIFY APPROXIMATE PROP. INV. iS.7 ( (APPROXIMATE EXIST. SMH RIM= 18.51 LOCATION) LOCATION) INV(IN)� 10.11 -- G --- -- APPROX. LOCATION CXIST. SANITARY SEWER LINE $ - --- -- E E - O EXIST. SMH RIM= 19.71 NV(RN)= 13.91 INV(OUT)- 11.9± BRII1 G~ ' ,STREET o , • CIVIL & CONSULTING ENGINEERS ENVIRONMENTAL & SITE PLANNERS• Z • TRAFFIC ENGINEERS ARCHITECTURAL DESIGNERS• a int JF u• ,`tit • SURVEYORS PROJECT MANAGERS• cIL NE•.r dry TEL (508) 871-8400 9 OTIS/STREET FAX. (508) 871-8401 (n om P. �� WL?S P0R0VGR, KA 01581-3311 UsCQ1!ttSf Y .. FA.RMINGDALE, NY LATHAM, NY BURLINGTON, NJ Bk0OKFIE_C,. '-:,TERUNC, 'VA w `" GtVIL ct : GRAPHIC SCALE W No �`A'� 4 PD a o DRAWN BY SSR rW Wo "" 0w9� CHECKED BY: SPD c, !CJxA1 thQjL Co PANY INC, 20 - 0 10 4 w s DATE: 5/12/97 �= UTILITY PLAN SCALE. 1"=20'-O" ( IN FEET ) D PETERBOROUGH OIL CO., INC. DRAWING N0: 97767GR.OWG P:\97\PETERBOROUGH\MA\97767SP1.INNG 1 inch = 20 ft Z DRIDGE STREET PROJECT NO Wy7767 SALEM, MASSACHUSETTS PAGE: 3 REV. NO , :j . i 7qt: ae z i. k t' t t • Y , `a y -- ::... :Ke ., ..., . .Y,.,.� - .. v .29 nr.:.?._. ., ;. u•t w.a tv. ^x. .:. r�a?r^ - �}yA,' 3 .. ... .. f, .�.,.4�Ik.- `'Y - : r r' 'v. N. BMW CROSS STREET PLANT SCHEDULE THIN BRANCHES AND Mal QUANTM COMMON NAME BOTANICAL NAME SIZE & BURLAP 3/Mir CABLE GUY WIRE— ��� L � T ® T7 2 WHITE SPRUCE PICEA GLAUCA 5 -6' Hi w/ E I/Y G•LV. TURNBUCKLES 4 wood STM 7XS A•N, SHREDDED PI+E�ioxOCK �� urjo ?2 46 MISSION AR80RVITAE THUJA OCCIDENTALIS 'TFCHNY' 4'-5' HT. BaAK MULLH f AANNMUTA) EXCESS HEICW ES ARE 4 S5 2 55 2 Ss 2 S5 2 55, PLANTED s' CC (TYP) T3 2 BRADFORD CALLERY PEAR PYRUS CALLERYANA 'BRADFORD' 2-2.5" CAL. T UPRIGHT JAPANESE YEW TAXUS CUSPIDATA CAPITATA 2'-2.5' HT 6" SAi10ER .EI _ r SCREENED OPSOfI -- -- --_--� — --- Sl 7 —TOPSOIL MIX f i - COMPACTED TOPSOIL MIX t --- S2 6 PJM RHODODENDRON RHODODENDRON PJM 18"-24" HT. FxrsrlNG : — T1�[ ONYMUS FORTUNEI TWN� TrETER '� S3 20 EMERALD GAEITY EUONYMUS EMEBALIR A TY 12"-15" HT. ROIIELEVATIQN I -° Y e 0 0 0 S4 dJUNIPERUS HORIZONTALIS BLUE RUC JUNIPER 'WMLTONi'Ty 2"-15" SPR 35 12 BORDER FORSYTHIA FORSYTHIA X INTERMEDIA 2.5-3' HT. 33 T2, PLANTED 1 S6 11 COMPACT BURNING BUSH FUONYMUS ALATUS 'COMPACTA' 18"-24" HT_ j 5 $6. PLANTED 4 C-C. (TYP 1 p I C.0 (TYP.) i S7 13 DENSE SPREADING YEW TAXUS MEDIA 'DENSIFOIRMIS' 18"-24" HT. I • ° J8 6 COMPAC:I JAPANESE HOLLY ILEX CRENATA 'COMPACTA' 15°-18" HT. Ti' MULCH & SEASONAL FLOWERS S4, PLANTED 4' C.C. (Tyr,) 2 S3 J 1 PIECES OF REWFOWED —SAUCER GE 6 S6 `J4 1 = RUBBER HOSE '4wr —LMT OF TREE Fff LMT of TREE eau %P PvSE 2580 S.F. BUILD,NG 2 C4 i--EXIST 48' W) IBEECH TREE WW"TiRSTED&DD EDKMOCO(m 2--0' WOOD STAKES _ - ! (TO BE �FTp STAKEES. TACE GUY WORE & BARK ATTACHM REMOVED) 0 111 c7VEF' FIRST SET OF BRRMICHES. I .. ? l 10 S7, PLANTED 4C.C. roT 2 53 I TNN BRANCHES A►U 54 Fou4" 8Y ,i 3 - RETAWING 5 t $I t S8 3 5 3 S 7 +.I' %ATUFIAL LFkR t1 CUT jWW"o cc) TIED EVERY 1MTH 8�N WIN(�FT 3'S w T3 C.� O NATURA L M. � � ARE AT�CE H ,T. � � � NOTES 94ZEDDED PINE/HT�& REMOVE r OF ROOT BALL BARK MI)LCH (S ) •111QCo GENTLY I:UMH OUT WjUTSEXW ■ ice) E� 1 ALL PLANT STOCK SHALL CONFORM TO ANSI Z260.1 NUIRSERY STOCK, LATEST N sccD Tof>saL ! EDITION (AMERICAN ASSOCIATION OF NURSERYMEN, INC ). "'PIES M CTED 2 4' AGED PINEBARK MULCH SHALL BE APPLIED TO ALL 'SHRUB AND GROUNDCOVER BEDS. tAWN TOPSOIL MIX I —COMPACTED roPsolL MIX `�+'� 3. PLANT PIT BACKFILL SHALL BE MIXED AT A RATE OF 7 PARTS OF TOPSOIL TO / (e' uuIMUMT ex`SnNc wecRAOE J THE DIAMETERI PART OF DEHYDRATED COW MANURE. USE EXISTING ON SITE TOPSOIL AS I OF ROOT BALL PART OF BACKFILL. WHEN AVAILABLE i SEGT10 EIEYATION n o ) TT7' TrTT'- 4 ALL LANDSCAPED AREAS NOT PLANTED WITH TREES, SHRUBS OR GROUNDCOVER SHALL BE RESTOREC WITH SEEDING OR SODDING AS INDICATED ON PLANS. NOT Tp ,rte I W 5 ALL SOD, SEED, SHRUB AND TREE AREAS SHALL RECEIWE 6-pH CORRECTED TOPSOIL AFTER TOP-SOIL IS SPREAD EVENLY OVER ENTIRE AREA, ALL CLODS, s Sa3, LUMPS, STONES AND OTHER DELETERIOUS MATERIAL SHALL BE RAKED UP �. c.c.. (TYP-) AND REMOVED. I ...W 6 APPLICATION OF GRASS SEED, FERTILIZERS, LIME AND MIULCH SHALL BE ACCOMPLISHED BY BROADCAST SEEDING OR HYDROSEEDIING AT THE RATES � ! I , OUTLINED BY MANUFACTURER. L ( 7. FOR TEMPORARY EROSION CONTROL NOTES, SEE DETAIL SHEET. 4 Ci I I 0 I I I 8. NEWLY GRADED AREAS REQUIRING SLOPE PROTECTION OUTSIDE OF NORMAL L4LG I I _ I SEEDING SEASON SHALL RECEIVE HAY MULCH AT THE APPROXIMATE RATE OF z z t_c_ NO MORE THAN 3 TON PER ACRE 00 W 9 ANY CHANGES IN PLANT LOCATIONS OR TYPE SHALL BE APPROVFD BY THE LANDSCAPE DESIGNER PRIOR TO INSTALLATION. SEAMNIAL PLAINTINs'S (W 10. CLEAR AND GRUB (TO LIMITS SHOWN ON GRADING PLAN) TO REMOVE TREES, ,B B - CUT & REMOVE EURA➢ OWM1ER) (TTP.) ROCKS, DEBRIS, ROOTS, ETC. STUMPS SHALL BE REMOVED AND DISPOSED OF CONTAMY - REMOVE CONTAINER.%— BURW FROM TOP HALF OF S3 0 OFF SITE IN ACCORDANCE WITH STATE REGULATIONS. AFTER CLEARING, r-- x PROTECTING 030T SALL BUTTERRFL• r ROOT BALL 2 GENTLY COMB �'�? N� SNMMRP �R>tEw ASD OWNTLY `~, '` our Rorns ISI 2 ;; S1 �� S1 MAXIMUM STRIP AND STOCKPILE ALL ON-SITE TOPSOIL FOR REUSE TO THE t' f y LLJJ MAXIMUM EXTENT POSSIBLE. coMs our Roots PRUW OUT ALL DEAD TIPS. 11, FOR SEED AND SOD AREAS G.C. TO USE EXISTING TOPSOIL, 1F AVAILABLE, FOR SUC�KERR GRP BRANCHES DO 3 S _ _ A 4" DEPTH AND TOP DRESS WITH 2" OF SCREENED TOPSOIL, UNLESS ACED SHPEDOED PWE/HpALOCK - -- — - --- - - — OTHERWISE NOTED ON PLAN. BAW MULCH (r MINIMUM)EXISTING - --� 6r, M R D TOPSOIL 3 S2. PLANTED 4' 3 S2, PLANTED 4' —T_ '' c.c. (rYP) C.C. (tYP) 12. ALL TREES, SHRUBS AND S00 SHALL BE GUARANTEED BY THE CONTRACTOR PARKS FOR tA10N FOR ONE YEAR AFTER ACCEPTANCE TOPSOIL MIX (SEE PIAN) O COMPACTED SUBORADE O(6P NCTLD MUMOPSOIL MIX PTT YRpril TWOCE THE OHMMETER OF ROOT BALL . 4. aJ}. NOT TO SOLE T x�. F pf. , BRIDG ' STREET < eAp Lb w I o cu • CIVIL & CONSULTING ENGINEERS ENVIRONMENTAL & SITE PLANNERS* Z z • TRAFFIC ENGINEERS ARCHITECTURAL DFSIGNFRS• g a; • SURVEYORS PROJECT MANAGERS• a TEL (608) 871-8400 9 OTIS,STREET FAX. (508) 871-8401 w WWMBOUGH, MA 01301-9911 Cr FARMINGDALE, NY LATHAM, NY BURLINGTON, NJ BROOKFIELD, CT STERLING, VA, �t w Q r t GRAPHIC SCALEo PaUbSojTo .,.., ygo DRAWN BY SSRcy Of C-) OIL COMPANY. INC, -- CHECKED BY .,PD 20 c. to zo {C- ec: DATE: 5/9/97 - - - - ---- Io 00Q LANDSCAPE PLAN SCALE: 1"=20'--O" IN FEET } PETERBOROUGH OIL CO., INC. DRAWING NO: 97767LD.DWG P-.\97\PETERBOROUGH\MA\97767SP2.DMG 1 inch = 20 it. z� BRIDGE STREET PROJECT NO W97767 K v) N SALEM, MASSACHUSETTS 'i +' g PAGE: 4 REV. NO N LL A, e • i, Y r. ♦♦♦ ' ` '�E:y:e' , � ; .. •`1+R .+H.I4iG3�_..'._ � to' }��, ..ru.. .#A: .s.i ..M,F"'.,3F!'L7t",...ry .' �.��..v�.. .t i.,-...,. `T a :.,ll^^ooq', �A ,. _x -._ '.. -... -.,..► , .. -� ., . ..a. .. .. ... .. n. _ ... -. ... ... ... ..-,..... ,. - .- - ,.. .. r I CENTERLINE LIGHT n+ -' LIGHT FIXTURE: / STYLE TRADITIONAL SERIES 73000 BULB: 250 WATTS METAL HN.JOE Y,. Cl?0 SS STREET LAMP POST: ORNAMENTAL POLE 1 SERIES PC 6000 N 120' - I+ i r ACCESS DWR SURFACE TREATMENI / I 1/,-1 CONDUIT STUB-UP ( (SEE PLAN) o HOT DIP GALVANIZED / Q ANCHOR BOLTS 1. CONCRETE o I i (SEER SITE PLAN) ' �X ❑ a ❑❑ I E► _ a _t_ 3/4n; x Sar LONG GALVANIZED TYPICAL POLE FOUNDATION ANCHOR BOLTS 4,500 PSI COFVCRETE PROPOSED I 18UILDING-MOUNTED 0 LIGHT �) PROPOSED BUILDING-MOUNTEDrill (5) /2 TIES q 12" O.C. LIGHT W/ DOWN SHIELD (1 PROPOSED 51►Kilt REOUIRED) -----(4) 14 VERTICAL AREA LIGHT (TYP.) (SEE DETAIL) �T I ONE AT EACH CORNER I 20n SQUARE OR —-- O ELEVATION 24• DIAMETER i { TYPICAL STREET LIGHT DETAIL-TYPE (A) ' N.T.S W {�� ;fes c= C== L:=—) r II� LIGHT POLE FIXTURE MANUFACTURED BY MOLDCAST PRESCOLJTE 1'co I \ 1 r� I LIMIT OF PROPOSED I FOOT GENERAL LIGHTING NOTES CANDLE LIGHTING CONTOUR (TYPICAL) 1. IT 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 DOCUMENTS, RELATNE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS If THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILLURE BY THE CONTRACTOR RMS TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITTH LOCAL REGULATIONS AND CODES, W 1 • e f 2 ALL WORK SHALL CONFORM TO THE CITY OF SALEM AND COMMONWEALTH OF MASSACHUSETTS HIGHWAY DEPARTMENT CONSTRUCTION 'STANDARDS AS APPLICABLE. I O I 3r IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY' "DIG-SAFE" (1-800-322-4844) 72 HOURS PRIOR TO ANY EXCAVATION ON THIS SITE k;6(TO 0CONTRACTOR SHALL ALSO NOTIFY LOCAL WAVER & SEWER DEPARTMENTS EXISTING AREA LIGHT TO MARK OUT THEIR UTILITIES. (TO BE REMOVED) kINO AREA UCHT 4. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST iBE REMOVED) BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO / COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. ALL UTILITY SERVICE a II CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR ' IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. _ 5. ALL UTILITY LOCATIONS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE ® 12O f CONTRACTOR TO LOCATE CONDUITS, PRODUCT PIPING, ETC. PRIOR TO - `__ ---- - -- — -- --- -- -- COMMENCEMENT OF EXCAVATION OF ANY TYPE F- - 6. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT L- OF THE "ENGINEER OF RECORC' IS STRICTLY PROHIBITED. 7. IN CASE OF DISCREPANCIES BETWEEN PLANS. THE SITE PLAN WILL SUPERSEDE IN ALL CASES. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS. 8 RFFER TO MOBIL STANDARD LIGHT DETAIL DRAWING #649-YLF, SHEET 1 OF 1, FOR AREA LIGHT FOUNDATION DETAILS. 00"-� Y �3RIDGE ,S TREET e CIVIL & CONSULTING ENGINEERS ENVIRONMENTAL & SITE PLANNERS• • TRAFFIC ENGINEERS ARCHITECTURAL DESIGNERS• • SURVEYORS PROJECT MANAGERS 171 TEL. (508) 871-8400 S OTIS STREET FAY. (608) 871-8401 WIMOROUGH, MA 01581-8311 FARMINGDALE, NY LATHAM, N BURLINGTON, NJ BROOKFIELD, CT STERLING, VA GRAPHIC SCALEDRANSSR O (NTlb Q- oTy,20L� CHECKEDYBY: ABT _. UOIL COMPAW, 111C, 40 `,° DATE_ 5/9/97 !�- -- -- - -- _ -- Q PHOTOMETRIC LIGHTING PLAN SCALE 1"=20'-0' �� -- -- ( 1N FEET ) PETERBOROUGH OIL CO., INC. DRAWING N0: 97767Li DWG P\9:'\PtTERBORoiJGM\MA\97767SP2.DWG 1 lI1Ch = 20 ft. ©RIDGE STREET PROJECT No: W97767 � SALEM, MASSACHUSETTS PAGE: 5 REV. NO. -- !F - _- - - I Yl WOOD Wo(o DOORS 'DOORS —�— - �- - -- ( WITH WI1TH BRAASS, 1 1 1 1 1 I 1 ..1:v.. --------------------------------------------------------'---------------- I PROPOSED FRONT ELEVATION NOT TO GENERAL NJ 1, SEE SITE PLANS FOR ADDITIONAL PERTINENT INFORMATION. 2. SEE CANOPY MANUFACTURER'S PLANS & SPECIFICATIONS FOR ADDITIONAL PERTINENT INFORMATION. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERCEDE IN ALL CASES. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS.. 4,,, z • CIVIL & CONSULTING ENGINEERS ENVIRONMENTAL & SITE PLANNER'S: • TRAFFIC ENGINEERS ARCHITECTURAL DESIGNERS • SURVEYORS PROJECT MANAGERS• TEL. (508) 871-8400 9 OTIS STREET FAX. (508) 871-8401 W&STHOROUGH, KA 01581-3311 z 0 I rAKWNUDALE, NY LATHAM, NY BURLINGTON, NJ BROOKHELD, CT STERLING, VA crLiLLJ Z DRAWN BY: SSR ,GRAPHIC SCALE U-j 0 CHECKED BY SPD OIL COMPANY, INC. -� DATE: 5/8/97 4 i i b 16 BUILDING ELEVATION SCALE: 1/4"=1'-O" ,< ?:\97\PETERBOROUGH\MA\SALEM\9776ZBE1 DWG ( IN FEET ) PETERBOROUGH OIL CO., INC. DRAWING N0: 977678E.DWG • 1 inch = 4 ft. o SALEM, MASSACHUSETTS .` � BRIDGE PROJECT N0: W97767 r a. .fi R7 No A 6 , t j .+.:c. �•.r. .�.. ,,:� ;x. YY: .. ,�J�. �^'_ - '.�'I'_.., 'tea =.,.:� ..'�SL�'�.:.x�';, ,...m.. .;�F'...1'.'. �`Ya:7c`1,�:5#iU'iY7 .. `c:�+Wrs.�g'+r`'a.r f=- zr�I:.M : . . - _ f �'- _ `'+?'f '„tela:•�:+c�:pl�lle+zi�wr!�.,�.?� w'�aarr, ,... � 3, .. �J;' "+K="' .�. 9A. '.s►- .�i ti e'�Adll�lk+?� ..�" 'al�Et 6'-0" I r"v [Von � o TR Q_—2), ( ? 9 (PROPOSED) CANOPY LEL-END CEILING PANS (TYPICAL) �DPROPOSED WALL MOUNT SIGN NOT TO SCALE 18.0 SQ. FT. n. OF LEGEND AND � OF ISLAND REFER TO CANOPY DRAWINGS FOR COLUMN SIZE AND ORIENTATION. MPD "MULTI- 4'-0 13/16" WHITE OUTLINE (TYP.) -- PRODUCT DISPENSER" -E-4"0 BOLLARD TOP OF ISLAND cv ' IL OI (O U �j H BLUE RED BLUE BLUE BLUE 4" MIN. 8" MAX (PROPOSED) PROPOSED FRONT ELEVATION NOTE: SEE GRADING AND DRAINAGE 2 "MOBIL" 27 CANOPY LEGEND PLAN FOR ACTUAL TOP OF NUT TO SCALE 18.8 Sid. FT. ISLAND ELEVATION. 7,-6„ RED LETTER WHITE o0`� � BACKGROUND 00 BLUE LETTERS LLL ----- `� 0� O 11h(0 2" _— I.D.SIGN U rw� AREA 23.8 SCS. F7. CEILING PANS MODEL „B" PRICE SIGN Ai I kitU �2` 00 AREA = 17.7 SQ. FT. Of — 24" "BLUE HAT" a LIGHT OVER PUMP V_3 1/4' AREA = 5.6 SQ. FT. MPD "MULTI- r- PROD) CT DISPENSER" 1 '-3 1/4" I LT. Mr [� -- AREA = 5.6 SQ. FT. (TYP4" DIA. PIPE BOLLARD (TYP ) 5'-4" r ' PROPOSED SIDE ELEVATION 4TO BE REMOVED 7 — �� PRIMARY I. D. SIGN ( ) (PROPOSED) q)wz PRICE BOARD AND (2) AMU SIGNS SIGNAGE TABLE v 3 EXISTING ID & PRICE SIGN �IGN NUT TO SCALE: 52.7 SQ. FT. TYPE ALLOWED EXISTING PROPOSED NOT TO SCALE ` 120 S.F PER !BUSINESS WALL SIGNS 101 - 6'-0" 'WALL SIGN (1 S.F. PER LIF. FRONT.) ® 18.0 S F. t4 N4 120 S.F. PER (BUSINESS O 1 - "MOBIL 27" CANOPY LEGEND � N • CIVIL & CONSULTING_ENGINEERS ENVIRONMENTAL & SITE PLANNERS• (t S.F. PER L.IF. FRONT.) ® t 8.8 S F. o • TRAFFIC ENGINEERS ARCHITECTURAL DESIGNERS- g z • SURVEYORS PROJECT MANAGERS TOTAL 36.8 S.F. (ALLOWED) T Ln TFL. (508) 871-8400 9 OTIS STREET FAX. (508) 871-8401 FREE STANDING FRONT OF CANIOPY SIGNS CJ t - 8'--D" FREESTANDING < w USTBOROUGIE, KA 01581-3311 (65 S.F. PER BUSINESS) ID SIGN 0 32.0 S.F. ZZ is FARMINGUALE, NY LATMAM, NY BURLINGTON, NJ BROOKFIELD, CT STERLING, VA (TO BE REMOVED) <2 << U Co U Z C: Z ww wN w ��� ���U OI��J DRAWN BY SSR FRONT OF CAN(OPY SIGNS O 1 - 7'-6" FREESTANDING 00 V) D a a f� (65 S.F. PER BUSINESS) ID/AMU/PRICE SIGN GRAPHIC SCALE �w �0 U(�OUMFANO INCCHECKED BY. SPD 0 52.7 S.F. �� �Q �: _ 7OTAL AREA OF BOTH FREE STANIUING AND WALL SIGN. 89.5 S.F. 4 c ------ - _- 1e CANOPY ELEVATIONS DATE: 5/12/97 rn rn 0 Co c �c SIGNAGE PLAN SCALE 1/4"=1'-0" P:\97\PETERBOROUGH\MA\SALEM\977678E 1.DWG ( IN FEET ) PETERBOROUGH OIL CO., INC. DRAWING N0: 97767CE.DWG y 1 inch = 4 ft. Ce c ? BRIDGE STREET PROJECT NO: W97767 n SALEM, MASSACHUSETTS PAGE: 7 REV NO 2 T .Y._ 6' '" -'x ,�' .9�.• aq ,�.. uF 'k� r:r' c-4?a h "�,' .' ..'N'Y^.-_ r."�•. .: - 4.11.'Sx <. Y4 _ .. �b4yM? .'4 �v :.7. '�(.' - • ... _ _ r L�-.�.a+�, �.�?7 . ...• .. .: Y Y.. _s: .. \•'4`.'. ,1. - , � v 1'.: ,..!l 4e. ... R+.. V.l...�' FINISH ASPHALT BIT. CONIC, REINF. CONC. MAT AROUND PUMP BASE COURSE A.B.C. p 4,000 PSI AIR ENTRAINED ISLANDS 3000 P.S.I. ® 28 DAYS zz CONCRETE WALK QUARRY PROCESSED STONE BASE SMOOTH TROWEL FINISH o� BROOM FINISH (NEW OR EXISTING) 6 x 6 - W2.9 x W2.9 W.W.F. PLACED 1" BELOW REINF. CONC. MAT OVER - TAR SEAL EXIST. ASPHALT 1" CHAMFER $" FINISHED CONCRETE SURFACE TANKS 3000 P.S.I. @ 28 DAYS NEW EXIST. BITUMINOUS CONCRETE PAVEMENT OR GRADE PAVEMENT .�:.-::.. a � , 444444444-'/1/- zv- 44 4444444 : :::: :::::: :9. :.:::.....:. . .rs;::: BACKFILL WJSUITABLE EXCAVATED ..:.,1*.'. O O OTO O .,1 •� ,�7•• MATERIAL OR SELECT GRANULAR O O O O O BACKFILL AS DIRECTED BY O O Ot�oO O O O 6 x 6' x 6 Ga. W.W.M. -j L SAWCUT (ENGIN ERS MECHANICALLY TAMPED 00000001 '0 ., .:..... : O � RSO 'O SIDE SLOPES IN ACCORDANCE WITH - ° o #5 CONT. CONCRETE & PAVING DETAIL APPLICABLE REQUIREMENTS OF O.S.H.A. O Oto 0 & OTHER GOVERNMENTAL REGULATIONS O COMPACTED SUBGRADE NOT TO 6" MIN. COMPACTED '_-- ' HAND PLACED BACHFILL SUITABLE BANK RUN GRAVEL _ _ EXCAVATED MATERIAL OR GRANULAR SELECT AS-I 6> 4" DIA. SCHEDULE 40 -- -- _ MECHANICCALLYILL TAM ED BY 6E LAYERS v C.S. PIPE - FILL WITH CONCRETE Q = (AT 4,000 PSI) TYP. CONCRETE -- SEWER PIPE WALK— CURB DETAIL COMPACTED BANKRUN SAND & GRAVEL 4Q" OR CRUSHED STONE AS DEEMED NECESSARY b BY THE ENGINEER (BUILDING SURROUND) NOT TO SCALE EXISTING 0 PIPE SLEEVE 4 x O.D. PAVEMENT NOTE: EXCAVATIONS IN EXISTING PAVED ROADWAYS SHALL BE COORDINATED WITH THE BOROUGH/TOWN ROAD DCPARTMENT, AND ALL EXCAVATION SHALL BE PAVED WITH TEMPORARY BITUMINOUS PAVEMENT TCONCRETE NOTES ° a FROM THE DATE OF ORIGINAL EXCAVATION UNTIL PERMANENT PAVEMNET IS INSTALLED. 1 . CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH N ff(Z TRENCH PIPE BEDDING LASSIFICATIA MINIMUM CEMENT CONTENT OF 600 POUNDS PER CUBIC YARD FOR ALL FOOTINGS. -FOOTING aI NUT TO SCALE 2. ALL CONCRETE SHALL HAVE A SLUMP OF NO GREATER THAN 4" TO WITHIN A TOLERANCE 4 4 L ° OF 1'0. —A 3. ALL EXPOSED CONCRETE SHALL BE AIR-ENTRAINED (WITHIN 1% TOLERANCE), CONFORMING 18"� TO ASTM C260. 4. REINFORCING STEEL BARS SHALL BE A MINIMUM ASTM A615; GRADE 60, AND SHALL BE BOLLARD DETAIL FIELD WIRED IN PLACE. 5. ALL FRAMEWORK, AND PLACEMENT OF CONCRETE SHALL COMPLY WITH GOOD CONSTRUCTION ti,:-) _r! 0 Lr PRACTICES AND BE IN ACCORDANCE WITH ALL LOCAL GOVERNING CODES, AND REGULATIONS AS WELL AS THE ACI AND RHODE ISLAND STATE BUILDING CODE. 24"SQ. HEAVY DUTY FRAME & GRATE -� CONCRETE CURBING OR C.I.,LeBARON LF-244 3-FLANGE OR BIT, CONE. CURBING SEE APPROVED EQUAL (SEE GRADING & PLAN FOR LOCATION AND TYPE UTILITY SHEET FOR RIM ELEVATIONS) 10'-0" FINISH GRADE " " ' /-- 6" DIA. BOLLARD I I — 5x5 TREATED CEDAR 1 (TYP.) i( �= REF. PLAN LOCATION POSTS {TVP.) 3" SQ. STEEL TUBING �� \ (SEE DETAIL) pb° MOP,TAR 3 SIDES DIMENSION o 'k- 3' �I 0 o�a TWO COURSES OF BRICK 6" 3" 5' 3" _ �_� _�___--- (4) 5/8" ADJUSTABLE HINGES (TYP.) - --BIT. CONIC. PAVEMENT OR 2'-0" MASONARY MINIMUM, FOUR i 1 6" CONCRETE SLAB —I i I—I 11-11 —111-- I �� MAXIMUM, BED FRAME AND o �, j /'y LOCKING GATE LATCH w/6x6 WIRE MESH (SEE PRECAST REINFORCED 6" I A BRICK WORK IN 3/8" MIN. 1 � G I \ \ PLAN) THICK CONCRETE CONE TO FULL MORTAR BED. BIT. CONC. CURB t° I I OR 8" THICK FLAT VARIES _ --------- (2) 36" LONG 3/8' STEEL II I I �-12 DIA. x 4'-8" DEEP LID (WHERE BURIAL k 1 FR T �a _ CONCREDTEILTOHOLES LOCK (GATES � DUMPSTER CONCRETE FOOTING IS SHALLOW). BI CONCRETE IN OPEN ANO CLOSED (NP• 5–PLACES) A�M�O�NTSBLE FILLER PAVEMENT POSITIONS. NON–SHRINK 4'_O MORTAR 0 PIPE 0I �j OPENINGS ALL FLOW - - GAS TRAP TO CONSIST BASE COURSE 'd I ( (I III ( ( 1 - 1 /2" SQ. STEEL TUBING AROUND jv SEE PLAN OF ONE HALF OF A TWO �---- - i W I 18" DIA. CONC. I W I (SHOP WELD ALL JOINTS) PIECE LAP TYPE COUPLINGFOOTING TYP. iV OR INV. FOR 18" HELICAL OR - z L -2 PLAC S) o ANNULAR CORRUGATED �� SUBBASE COURSE 1 1 ? ALUMINUM PIPE. ATTACH TO WALL OF CATCH BASIN WITH 6' HIGH CEDAR PICKETS LAG BOLTS AND LEAD COMPACTED SUBBASE SOIL FENCE a t ANCHORS. SEAL JOINT ., BETWEEN TRAP AND WALL 5x5 TREATED CEDAR °12" COMPACTED GRAVELo WITH SILICONE CAULKING. POSTS (TVP.) _i ="I="'_:I i!L I iTmL IiL _ TYPICAL ASPHALT CURB DETAIL TRASH ENCLOSURE COMPACTED SUBGRADE SCALE: NONE TYP . PRECAST CONCRETE CATCH BASIN DETAIL N.T.S. NOTE: ALL STRUCTURES SHALL BE SUITABLE FOR H-20 LOADING AND SHALL MEET THE REQUIREMENTS OF ASTM 0478. 1 • CIVIL & CONSULTING ENGINEERS ENVIRONMENTAL & SITE PLANNERS- - TRAFFIC ENGINEERS ARCHiTFCTURAI_ DESIGNERS,• • SURVEYORSPROJECT MANAGERS* -" a TEL (508) 871-8400 9 OTIS STREET FAX. (SOB) 871-8401 o WFSTBOROUGH, NA 01581-3311 p� FARMINGD.ALE. NY LATHAM NY BURLINGTON, NJ BROOKFIELD, CT STERLING, VA n ���Iro qo DRAWN BY: SSR OIL COMPANY, 1NC. CHECKED BY: SPD v -- DATE 5/9/97 CONSTRUCTION DETAILS SCALE AS SHOWN G PETERBOROUGH OIL CO., INC. DRAWING NO: 97767CDS.DWG BRIDGE STREET PROJECT NO: W97767 P:\97PETERBOROUGH\MA\SALEM\97767CDS.DWG a \ SALEM, MASSACHUSETTS PAGES 8 REV. NO. 1 prt x. _4 li t_ 6,tN 7 7 VVI VT�CZ_ VJACi_ V1 - T 3T"VE L_ �''YJ7atL WIZL "V+1�1L1LF_ V1SHE711— T'— / SHELF WOMEN : STORAGE/ ELECTRICAL, ROOM / 0) o p i ... -Zr-W7A L WrL1 IIIALLI 4' W LL I4" WALL 477NATT 4' WALL W L 4' WATL SHELFLr _a�F_LL _�HELI. LL_ _.I LILL aiF_L_ 7 -L2 _aUE' _ Ht.LVINE' ;Ht_LbIN_, 5n�: v,:y::_ �r Ei v' NG SHEi_V!N�> SHELVING �HELvINC, 3 ooaR � MEN � WALK--IN =� T-4 7�fr �' FREEZER 1 10 DOOR 00125'-7 112" WALK—IN COOLER - I i 4;,,ffYFAJ _, OFFICE _ u D Zi F< Y. � x. c°tee CIO 00ti — o 00. OO�a 0� L Li °1O a z o, v i A. � J W TRANS. �� as w O Y 40 O �> w z , Q Q' r OIL Oil OIL CONSOLE PASS I RACK RACK RACK COUNTER THRU GENERAL NQTES \ 1. EXISTING DIMENSIONS SHOWN ARE INTENDED FOR GENERAL INFORMATION ONLY. II CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL DIMENSIONS BEFORE �I FABRICATION OF MATERIALS. NOTIFY THE ENGINEER OF ANY FIELD CONDITIONS -� FOUND TO BE DIFFERENT THAN INDICATED ON THE PLANS. 2. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERCEDE y IN ALL CASES. NOTIFY ENGINEER OF CONFLICTS. } 3. CONTRACTOR SHALL REFER TO STRUCTURAL DRAWINGS BY OTHERS FOR ACCURATE CONCEPTUAL FLOOR PLAN INFORMATION REGARDING THE REMOVAL .AND CONSTRUCTION Of ALL MATERIALS, 4. ALL BUILDING CONSTRUCTION AND COMPONENTS SHALL CONFORM TO THE SCALE = l'-0 CITY OF SALEM REGULATIONS AND THE APPLICABLE BUILDING CODE FOR THE STATE OF MASSACHUSETTS, 5. THE INSTALLER SHALL BE RESPONSIBLE FOR COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS REGARDING DESIGN AND CONSTRUCTION FEATURES OF THIS SYSTEM 6. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 7. !T IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE BUILDING AND FIRE „ r DEPARTMENTS 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. ALL MATERIALS AND EQUIPMENT SHALL CONFORM TO MOBIL OIL CORPORATION SPECIFICATIONS. 9. REFER TO SCHEDULE SHEET FOR ALL SCHEDULES AND GENERAL CONSTRUCTION NOTES. 10. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE "ENGINEER OF RECORD" IS STRICTLY PROHIBITED O • CIVIL & CONSULTING ENGINEERS ENVIRONMENTAL & SITE PLANNERS• z • TRAFFIC ENGINEERS ARCHITECTURAL DESIGNERS• • SURVEYORS PROJECT MANAGERS• 0o TEL. (508) 871-8400. 9 OTIS STREET FAX. (508) 871-8401 U- IFEMOROUGH, NA 01581-3311 OO �M'ti .UALE, NY BROOKFIELD, CT STERLING, VA LL_ cd t >�o u DRAWN BY: SSR o GRAPHIC SCALE o 0(@%-� r2)a5 ON 0& COMPANY INC CHECKED BY: SPD • 0 2 + e 18 DATE: 5/8/97 CONCEPTUAL FLOOR PLAN SCALE:: 1/4"=1'-O" N ( IN FEET ) c PETERBOROUGH OIL CO., INC. DRAWING N0: 97767PFP.DWG BRIDGE STREET PROJECT NO: W97767 F \97\PETERBOROUGH\MA\SALEM\97767PFP DWG I inch = 4 ft. Z SALEM, MASSACHUSETTS o FAGS a REV. NO. y, . z Y. .•. ... Y, ...• ,:. : ...-. ,. ... .. e. 'hKk_ .a... .:• Y ..'. .• ,:. .w. '.. .Lt" ... �r x :`E'.,. .t-'�' i` �,.. . '�`�. .... ,�: .... ,... NIP".. .. .,..,:.T � .�• .,.. -,x, r y, 7 y...�' b� r ', P ,t' g, -,/f t .,. �' VP ♦tI :N P r itr.- .A AJ r } : . .. . '� x:-f7x....,...�1.. �i!aa"v#�! � ,... '� - ..�.. .�� � .rv ` �.ea '!'�. t. M, a .,'6ea..:3.,•. ..r4.9't1,ia<3. :.e, .�. ..d�. erd..� ,' .�0.. .-A�...s'�..>""'. �+,. , ;a':��ca+r::a.,•...i4�,.••..rxn:d.�� �.�I�&��;`aY��x�t;;.,+ns�' _ : ... II CRCJ,LYS SYTT1��1�f'7' - -- - -- ----- PLANT SCHEDULE ,wo---` rrEm 1 QUANTITY COMMON NAME BOTANICAL NAME SPLE 3/1,' CABLE GUY wwE-----__ j�--- U , � �ow%. it WHITE SPRUCE- PICLA GLAUCA 5'-6' HT. ---- --�WU• STAKE Y31A►. T1 a� MISSION ARBORVITAE THUJA OCCIDENTALIS 'TECHNY' 4'-5' HT. wuiai (J' wwMuw) lXC�so E5 ARE 4 S5 2 S5 2 S5 2 S5 2 S5, PIANITD 8' C.C. (TYP.)AT HEIGHT T3 _ BRADFORD GALLERY PEAR I'YRUS CAi IERYANA 'BRADFORD' 2-2.5" CAL. _B�BLB� IF SAUCER fr SCREENED TOPSOIL SI UPRIGHT JAPANESE YEW TAXUS CUSPIDATA CAPITATA 2'-2.5' HT FOR LAWN TOPSOIL MIX I cowItwiam ropwL N1X ( 12 t _ '- - - ---- S2 t, PJM RHODODENDRON RHODODENDRON PJM 18"-24" HT. EXISTING SUBGRADE--..,/ t 4 12"-15" HT. WT �(� ` E ONYMUS FORTUNEI TWIN pyy�tER 53 Zu EMERALD GAEITY £UONYMU5 ME AL AIT OC ROOT bgli . e r r-7- -7-rte 54 4 R R JUNIPERUS HORIZONTALIS 2"-t5" SPR, SECTICINI( BLUE UG JUNIPER OLTONI' WIWI S5 12 BORDER FORSYTHIA FORSYTHIA X INTERMEDIA 2.5'-3' HT. t 33 T2, PLANTED S6 11 COMPACT BURNING BUSH EUONYMUS ALATUS 'COMPACTA' 18"-24" HT. 5 S6, PLANTED 4' - c C (Typ) S7 13 DENSE SPREADING YEW TAXUS MEDIA 'DENSWORMIS 18"-24" NT. t ss 77 6 COMPACT JAPANESE 40LI Y ILEX CRENATA 'COMPACTA' 15"-18" HT. Irk ❑ a a a o Ty. MULCH & SEASONAL FLOWERS 54, PLANTED 4' Cc. (TIP) <: PIECES OF REINFORCED --SER 1 /i--�6 S6 ,a lr'S RUBBER HOSE --CRIT OF TREE PIT 1 0 _ tyNT of TREE tS,All I --- .----___- / PROPOSED 25W S.F BUILD �''+� EXIST. 4g '++�' ,_!' WOGO STAKES II ; 2 S - .t i BEECH TREE (y�� "RE TWISTED & EK KNO+.TcED BARK ATTACHED _--- -- . -- (TO BE ''�` O INTO STAKES. TAKE GUY WARE dr HOSE OVER FIRST SET OF BPowCHF pl A►II �I REkKNED) 0 10 S7, PLANTED 4' C.0 2 S3 S4 -nam BRAIiCHES AAO 4k I �� 3 STS ;t 3 `_iN .S S3 1 '_7 , SA - '/^�\/ /3 IIAN�A - ."-IT h C CUT LEADER. __. ! — �; , BURLAP TREE WRAP ----8' WOW STAKE rjr 11ad , I TIED EVERY I f WITH wµD� vvrr A33� T t3 ,.� j NOTE 1J NATI�R.A1. Jll1T'E..--_._ sI4RET9E'.i RINE/HE►0.aitc -- �--- TOP �RDFT W,01F I I 1' - 1. l,' ALL PLANT STOCK SHALL CONFORM TO ANSI Z280.1 NURSEW-STOCK, LATEST RAPic MULCH S MIN") v CFJITLT COMB OIIT txAt5 I5T4 c R. - SAUCER > _ ( - EDITION (AMERICAN ASSOCIATION OF NURSERYMEN, INC-). ~ r:' SCREEWD TOPSOIL AF21E5_ ._ —., "wa 2. 4" AGED PJNEBARK MULCH SHALL BE APPLIED TO ALL SHRUB AND GROUNDCOVER BEDS. • \---COMPACTU' ?OP_O�i IAA �1 ExISTINc wecrAAoE (6' w1wwoM• �• 9 t2 3. PLANT PIT BACKFILL SHALL BE MIXED AT A RATE OF 7 PARTS OF TOPSOIL TO 1 PART OF DEHYDRATED COW MANURE. USE EXISTING ON SITE TOPSOIL AS TWICE �DIAMETER OF ROOT HALL PART OF BACKFILL WHEN AVAILABLE. j 4. ALL LANDSCAPED AREAS NOT PLANTED WITH TREES, SHRUBS OR GROUNDCOVER -� C SHALL BE RESTORED WITH SEEDING OR SODDING AS INDICATED ON PLANS. TYPICAL TRIBE PLANNMG 5. ALL SOD, SEED SHRUB AND TREE AREAS SHALL RECEIVE 6"pH CORRECTED -- PTOPSOIL. AR TOP-SOIL IS SPREAD EVENLY OVER ENTIRE AREA: ALL CLODS, S3. TED 4 FTE c.c. (TYP.} I q i AND REMOVED STONES D OTHER DELETERIOUS MATERIAL SHALL BE RAKED UP L W f 6. APPLICATION OF GRASS SEED. FERTILIZERS. LIME AND MULCH SHALL BE '•t / ` — _ ACCOMPLISHED BY BROADCAST SEEDING OR HYDROSEEE)ING AT THE RATES OUTLINED BY MANUFACTURER. ' O 7. FOR TEMPORARY EROSION CONTROL NOTES, SEE DETAIL SHEET. m j] L _ f-I i a n I , ` ' 8. NEWLY GRADED AREAS REQUIRING SLOPE PROTECTION OUTSIDE OF NORMAL / SEEDING SEASON SHALL RECEIVE HAY MULCH AT THE APPROXIMATE RATE OF NO MORE THAN 3 TON PER ACRE U J 9. ANY CHANGES IN PLANT LOCATIONS OR TYPE SHALL BE APPROVED BY THE LANDSCAPE DESIGNER PRIOR TO INSTALLATION. SEASONAL PLANTINGS (BY 10. CLEAR AND GRUB (TO LIMITS SHOWN ON GRADING PLAN) TO REMOVE TREES. 9 a e - CUT REMOVE BuaAP OWNER) (lYP) ROCKS, DEBRIS, ROOTS, ETC. STUMPS SHALL BE REMOVED AND DISPOSED OF CONTAINER R`MOVE CONTAWER,-- / �uP� TOP 3 S3 ® OFF SITE IN ACCORDANCE WITH STATE REGULATIONS. AIFTER CLEARING, PROTECTING ROOT BALL evTTEAa�rlr r" ! ROOT ��� �. 51 st n �� St COMB ROTOTtLL, STRIP AND STOCKPILE ALL ON-SITE TOPSOIL. FOR REUSE TO THE RAitI SHARP 1NSIRUMEM ANO OENTLT C J`t/ IV MAXIMUM EXTENT POSSIBLE. DDRB DLR OTS RO ._ ,. UP ._PRUNE ovT ALL DEA0 TwS. - ----------_----- - - --- -- --... -------- -- --._ .___ _- 11. FOR SEED AND `SOD AREAS G.C. TO USE EXISTING TOPSOIL, IF AVAILABLE, FOR UCKFCKFNG Bwl HH AND 1 3 3 1ZO f A 4" DEPTH AND TOP DRESS WITH. 2" OF SCREENED 'TOPSOIL, UNLESS AGED SHREDDED PINE/HEHLOCK SUk GROW!r, !.__—_----.—.r. _._..__- --_ .. OTHERWISE NOTED ON PLAN. BARK MULCH :Y MINO") - EKISTW Y3' SAUCER � 3 52• PLANTED 4' 3.52. t�IANTF� 4' �y- � 12. ALL TREES, SHRUBS AND SOD SHALL BE GUARANTEED BY THE CONTRACTOR tr icRFENED TOPS0L 'J C.C. (TVP.) C.C. (TYP.) worms, - FOR urrm FOR ONE YEAR AFTER ACCEPTANCE --- TOPSOIL NIX (,_E PL") i;omPAC TFV TOPWL kft COMPACTED "MADE-------� (6' MINIMUM, - PIT YVADT4 TWICE THE CONETER OF ROOT BAIL EXPICAL SHRUB BAR= NOT TO SCALE _ Q 1 L� D(_r_'L_'j .BMAS'TRFET Ul (� d G L� G`�DG�H� � �3�➢ �J���wsr wL9lV G9V�� Q g 110 Q Ljd Z • CIVIL & CONSULTING ENGINEERS ENV1RONiv11~1VTW. do 'SITE PLANNE'{S• z z z • TRAFFIC ENGINEERS ARCHITECTURAL DESIGNE,-, a SURVEYORS aa. 5 PROJECT MANAGERS. W—` TEL (508) 871-8400 9 0TU3 SMERT FAX (508) 871-8401 FL 1<BSP8 MUGH, KA 01661-3911 In V) FARMINGDALE N r af:: NY BURLiN6-T0N. NJ BROOKFIELD, CT STERLING va ui GRAPHIC, SCALE > ��"� ° C �' C�;CI �l.Kt � DRAWN BY SSR 0 ce v _ :1�LUM> h°f• INC, . _ . CHECKED 8Y SPD 20 010 20 4,) _ .� \r• DATE- 5/9/97 SCALE:�c o LANDSCAPE PLAN ( IN P`lZT ) o (o P=E=TERBOROUGH OIL CO., INC. DRAWING No: 977'671 D BRIDGE STREET Y PROJECT NO. W97767 1 Inch_ = 20 ft. SALEM, MASSACHUSETTS n, it PAGE: 4 REV NO. N� i ZONING ANALYSIS TABLE TONE. CRITERIA REQUIRED EXISl1N?= PROPOSED ZONING DISTRICT DISTRICT MINIMUM LOT AREA 15,000 SF 22.080 SF NO CHANGE MINIMUM FRONTAGE 120' 120't NO CHANGE MAXIMUM COVERAGE 35% 197 19% MIN. FRONT SETBACK 40' 38.8'1 28't MIN REAR SETBACK N/A N/A N;A 1011W SIDE SETBACK 10' 22.4 t 11.0'* MAX. BUILDING HEIGHT 35' 20"t 22'-6" PARKING SPACES 11 NONE 13 PARKING CRITERIA RETAIL BUSINESS: ONE SPACE FOR EACH 150 S.F. OF GROSS FLOOR AREA EXCLUDING STORAGE 1537 S.F./ 150 = 11 REQ'D; 13 SPACES PROVIDED ?O.SS STEEET - ENERAI, SITE NOTES 1. GAMER: MJ i Na AP(;STOLOS C) C/O PETERBOROUGH OIL. CO, INC. 665 NORTH MAIN STREET PA BOX 787 LEOMINSTER, MA 01453 } E'k6TING CllRBnvG 2 LOT SHOWN ON ASSESSOR'S MAP #36, LOT 120 IN THE CITY OF SALEM. _ 3. PARCEL AREA IS 22.080 SQUARE FEET. 120, 4. PROPERTY LINE AND INFORMATION TAKEN FROM A PLAN ENTITLED 'SITE IMPROVEMENT PLAN' PROP 4' HIGH WOOD - PROP 5' WIDE BIT BY WHITMAN & BINGHMA ASSOCIATES, INC., LEOMINSTER, MA, SCALE: 1"= 20'• FENCE (SEE DETAIL) CONC WALK DATED 2-4-97 AND REVISED THRU 4-14-97- .. �__-�--► -�� T��`�� r �T� 5 i7 iS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL qF THE DRAWINGS / I AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE INITL,TTON OF CONSTRUCTION SHOULD THE CONTRACTOR FIND A CONFLICT WITH f THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS PROP. CONC PAD--\ �� I THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD 4'-0" WIDE Pf10P. 10' R 15 W/ 4;++.& � THE , c ;rr l STRIPING SLATS S�pC � IN WRITING PRIOR TO THE START OF CONSTRJCTION. FAILURE BY THE CONTRACTOR - -_ EXISTING BUILDING TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL (SEE I)E1Au. SHEET) ' RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS 12 DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS ` X ❑ ❑ ElAND CODES h. ALL WORK SHALL CONFORM TO THE CITY OF SALEM AND COMMONWEALTH r r • — OP 4' WIDE ti� El PROP COna_. FAD ! OF MASSACHUSETTS HIGHWAY DEPARTMENT STANDARDS PROP. Llf W POLE t 3 UNE STRIPE (1 tP. rj c i (TYP.) ) AS APPLICABLE. 49 t 1! 0 7. ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL BE CONSTRUCTEF' 12 IN ACCORDANCE WITH MOBIL OIL CORPORATION SPECIFICATIONS. r I t 8 ALL UNDERGROUND PIPING AND PIPING INSTALLATION SHALL CONFORM TO THF. 1 REQUIREMENTS OF THE DISPENSER AND PIPING MANUFACTURERS, THE CITY OF SALEM FIRE DEPARTMENT, THE OFFICE OF THE STATE; OF MASSACHUSETTS - FIRE MARSHAL, MASSACHUSETTS 527 CMR 9.00 AND MOBIL OIL CORPORATION. 10 9. UNDERGROUND STORAGE TANKS, PIPING, AND SYSTEM COMPONENTS SHALL BE PROPOSED 25W S.F BUILDING INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS BY A LICENSED CONTRACTOR CERTIFIED FOR SUCH INSTALLATION BY THE TANK AND PIPING MANUFACTURER- Ar_L INSTALLATION DETAILS SHALL EE IN ACCORDANCE C� fi EXISTING STOCKADE_ FENCE WITH MANUFACTURING DETAILS FOR ALL TANK AND SYSTEM COMPONENTS. - - Rp` ) 10. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST L0 PROP OURS STOPS ' BE CONFIRMED rWEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO TJ COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. ALL UTILITY SERVICE - --- 1 CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR !_H IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. I Q 11 ALL UTILITY LOCATIONS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE d 05 ' d CONTRACTOR TO LOCATE CONDUITS, 'PRODUCT PIPING, ETC. PRIOR TO COMMENCEMENT OF EXCAVATION OF ANY 'TYPE. N `�✓� 12. EXISTING TANKS, PIPING AND ALL OTHER EQUIPMENT ARE TO 8E REMOVED AND 1 FLOW ARROW —a ROP. CONIC. DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES o mp•) I ' I MLLARD (TYP) AND REGULATIONS. 13 ALL EXCAVATED UNSUITABLE, MATERIAL MUST BE TRANSPORTED TO AN APPROVED PROP. CANOPY COLUMN DISPOSAL LOCATION, (REFER TO MFG. DWGS. '£ ORRiEN AT�roN)SIZE & 'T 14 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "DiG-SAFE" ` 1 PROP SAFETY PROP. GON: PRO~. (1-800--322-4844) 72 HOURS PRIOR TO ANY EXCAVATION ON THIS SITE E30LLARo (TYP.) ISLAND MAT (TYP.) -- SNOW � y-TORAOE LOCAL WATER �ScSEWER I;EPAk,MEN CONTRACTOR HALL ALSO NOTIFY ,' AREA TO MARK OUT THEIR UTILITIES. PROP BIT. CONC CURB _ ti r I I j 15. CONTRACTOR SHALL NOTIFY LOCAL FIRE DEPARTMENT AND OBTAIN PROPER TRADE PERMITS EXISTING 6ltlLtrNC PRIOR TO COMMENCEMENT OF WORK. PROP 2 X-,,,,5' CONIC. 16. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE BUILDING AND FIRE !1 f ( • l �p O W _ DEPARTMENTS 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. © f 0 } 17. THE LIMITS OF WORK SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO THE START O i U Is4j .: -.;T,I > ` t. OF CONSTRUCTION OR SITE CLEARING. 18. ALL CONCRE-E AND BITUMINOUS PATCH AREAS TO MATCH EXISTING GRADES. ' c•� IX1511NG u/G 19. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH O.S.H.A, REQUIREMENTS. V ; FUEL STORAGE TANKS (TO 20. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL REMAIN) LOCAL, STATE AND FEDERAL REGULATIONS. :.L, & iiOLLA00-- 04 • • (7, PQM ' 21. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION F- ° t ex'STIr�c Watt AND SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS, AS ad WELL AS ADDITIONAL PROVISJONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, A - a AS FIELD CONDITIONS DICTATE. Q 22 ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT © l,ISTIfdG SIDFWA!.K 12U f _ "ENGINEER - _--_.-_ --.-_-----_-_-_- ------ -_._- _ ..- _.-_.- -_ --•---- __ -- -- C_ I?C_ �(~.Sr✓ OF THE "ENGINEER OF RECORD" IS STRICTLY PROHIBITED. EXISTING EDGE OF PAVEMENT - �-- +-T�_ -�` - 0 S 23. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERSEDE IN ALL CASES. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS.PROPOSED I-D. SIGN C� 24 REFER TO MOBIL '--TANDARD TANK DETAIL DRAWINGS #6248-TNK-1 THROUGH 7 rr ',Iv .fir+�:; ;L k;• —PROP. 3' WIDE CURB OPENING 25 REFER TO MOBIL STANDARD LIGHT DETAIL DRAWING #649-YLF, SHEET 1 OF 1, FOR AREA LIGHT FOUNDATION DETAILS, 26 REFER TO MOBIL RESALE ENGINEERING REFERENCE DRAWINGS VOLUME 1, 2 & 3 FOR ADDITIONAL MOBIL DESIGN ENGINEERING STANDARDS. CI IRIhI' E ' �' ' E '� ' 0 X .- Z�r, d-Ift eAp �_voj wq�_� 009 CJ Yz va �o • CIVIL & CONSULTING ENGINEERS ENVIRONMENTAL & SITE PLANNERS* Q� h w • TRAFFIC ENGINEERS ARCHITECTURAL DESIGNERS• o p Gp • SURVEYORS PROJECT MANAGERS• 3Q 5� TEL (508) 871-8400 9 OTIS, STREET FAX. (508) 871-8401 m p TESMIROUGH, MA 01581-3311 j Zz Z G Za ut Ua FARMINGDALE, NY LAT;iAM, i4 BURLINGTON, NJ BROUKF.FLJ, ( T STERUNL,. VA h GRAPHIC SCALE 00 �� o - �Ef)� Po sftff�n-o Tau DRAWN �Y IW >t-- >q Olt. Ct1MP9L17.4 INC, CHECKED BY, SPI? ' IY W� W 20 p fU a 40 80 r rr DATE 5/1/97 rl Lo rlSITE PLAN SCALE 1"=20'-C�' 04 <( IN FEET PETERBOROUGH OIL CO., INC. DRAWING N0: 971675Pt.DWC r. F E rERBc,knuc�,MA,•9''B ,P+[w�, 1 ineb - 2.0 ft. BRIDGESTREET PROJECT NO W97767 SALEM, MASSACHUSETTS r, V4 X PAGE. 1 REV NO. 3 iii 1+