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HomeMy WebLinkAboutFOSTER FARM ELEMENTARY SCHOOL �tG4 a r c h i t e c t s a n d p l a n n e r s L.,ted RECEIVED JUN 0 4 2003 03 June 2003 NbA1•H ANDOVER PLANNING DEPARTMENT Justin Woods, Planning Director North Andover Planning Board 27 Charles Street North Andover, MA Reference: Foster Farm Elementary School North Andover, MA Subject: Technical Review Committee Submission Dear Justin: On behalf of the School Building Committee we request the Foster Farm Elementary School project be placed on the Technical Review Committee(TRC) meeting scheduled for 12 June 2003. 1 have included below a description of the project for TRC members. PROJECT DESCRIPTION The Town of North Andover has purchased 77 acres between Foster and Boxford Streets which includes "conservation land" and the site for an elementary school. A feasibility study for suitably siting a new 800 student elementary school was completed by Moriece & Gary Landscape Architects in 2002. The architectural firm of DiNisco Design Partnership along with their team of consultant engineers has been retained to design the new Foster Farm Elementary School. The school design for 800 students from Kindergarten through the 5th grades and 100 staff is currently in the schematic design phase. The program includes space for 37 general classrooms as well as special education, art, music, and science classrooms, a cafeteria & kitchen, a multipurpose room with stage platform, and a gymnasium. Current plans propose a two story plus basement, steel frame structure with a footprint of 72,000 square feet and 120,000 gross square feet of floor area on a 6 acre portion of the 77 acre Foster Farm site. There will be approximately 120 parking spaces plus additional overflow parallel parking along designated portions of the site drive. Kenneth DiNisco Richard N. Rice Gary E.Ainslie Christopher Huston Donna DiNisco 8 7 S u m m e r S t r e e t B o s t o n M A 0 2 1 1 0 6 1 7 . 4 2 6 . 2 8 5 8 f a x 4 2 6 . 1 4 5 7 www . din i s c o . c o m North Andover Planning Board, 03 June 2003 Page 2 We appreciate the opportunity to gather input from various Town departments at the TRC meeting. Issues we plan on addressing include the following: 1. Traffic—Street improvements to Boxford Street will be investigated at the property frontage and immediately east and west of the frontage for getting vehicles safely on and off the property. 2. Conservation Commission/NOI /Stormwater Drainage Plan—An Order of Resource Area Delineation has previously been issued by the Conservation Commission. We will be submitting a Notice of Intent to the Conservation Commission which will include Sediment and Erosion Control, Stormwater Drainage Plan, Stormwater Management Design and Stormwater Runoff Calculations. 3. Sewer line Extension —It is proposed that the existing sewer line which ends at Boxford Street and Huckleberry Lane will be extended approximately 3,800 feet to the school site. The sewer line extension project is being treated as a separate project and is not being submitted to the Conservation Commission and Planning Board for approvals at this time. The School Building Committee's objective is to come to agreement with the town on a conceptual design for the sewer line extension. 4. Proposed Waterline Connection—At the request of the DPW, we are investigating the feasibility of connecting the existing waterline on Foster Street to the existing waterline on Boxford Street. We are submitting with this letter plans and additional documentation in advance of the meeting as specified by TRC procedures. Enclosed are 14 sets (12 half size and 2 full size drawing sets). One additional set is being sent directly to the consulting engineer. Please refer to Attachment 1 for a table of contents. We look forward to seeing you next week. Sincerely, { Jon Oxman DiNISCO DIGN /jo cc: Timothy McIntosh, Vanasse Hangen Brustlin, Inc. Louis Minicucci (Attachment 1 only) Nancy Kurtz Paul Szymanski (Attachment 1 only) Pat Saitta Kenneth DiNisco (Attachment 1 only) Richard Rice (Attachment 1 only) Enclosures: Attachments 1 —6 (See Table of Contents, Attachment 1) 02458.0 CorPlanDept 29a VA-N t/e2% P architects and planners Limited ATTACHMENT 1 FOSTER FARM ELEMENTARY SCHOOL TECHNICAL REVIEW COMMITTEE SUBMISSION TABLE OF CONTENTS 03 June 2003 Table of Contents (03 June 2003) ................................................................. Attachment 1 Proposed Scope of Work (19 May 2003) ...................................................... Attachment 2 Existing Site (19 May 2003) .......................................................................... Attachment 3 Rendered Site Plan (19 May 2003) ............................................................... Attachment 4 Traffic Impact Study (02 June 2003).............................................................. Attachment 5 PlanSet........................................................................................................ Attachment 6 SITE 1.0.1 Site Survey- Overview (21 April 2003) 1.0.2 Site Survey— South (21 April 2003) 1.0.3 Site Survey— North (21 April 2003) 1.0.4 Site Survey— Boxford Road Roadway Detail (21 April 2003) 1.1.1 Site Preparation Plan Overview (03 June 2003) 1.1.2 Site Preparation Plan South (03 June 2003) 1.1:3 Site Preparation Plan North (03 June 2003) 1.1.4 Site Plan Overview (03 June 2003) 1.1.5 Layout& Materials Plan South (03 June 2003) 1.1.6 Layout& Materials Plan North (03 June 2003) 1.1.7 Grading Plan South (03 June 2003) 1.1.8 Grading Plan North (03 June 2003) 1.1.9 Planting & Irrigation Plan South (03 June 2003) 1.1.10 Planting & Irrigation Plan North (03 June 2003) 1.2.0 Site Utilities, Legend, Details and General Notes (03 June 2003) 1.2.1 Site Utilities, Plan Part 1 Plan (03 June 2003) 1.2.2 Site Utilities, Plan Part 2 Plan (03 June 2003) 1.2.3 Not Used 1.2.4 Sanitary Sewer Extension Details (03 June 2003) 1.2.5 Sanitary Sewer Extension Part 1 Plan and Profile (03 June 2003) 1.2.6 Sanitary Sewer Extension Part Plan and Profile (03 June 2003) 1.2.7 Sanitary Sewer Extension Part 3 Plan and Profile (03 June 2003) 1.2.8 Sanitary Sewer Extension Part 4 Plan and Profile (03 June 2003) 1.3.1 Schematic Stormwater Drainage Plan—South (03 June 2003) 1.3.2 Schematic Stormwater Drainage Plan— North (03 June 2003) Kenneth DiNisco Richard N.Rice Gary E.Ainslie Christopher Huston Donna DiNisco 8 7 S u m m e r S t r e e t B o s t o n M A 0 2 1 1 0 6 1 7 . 4 2 6 . 2 8 5 8 f a x 4 2 6 1 4 5 7 w w w . d i n i s c o . c o m Table of Contents— North Andover Technical Review Committee Submission Page 2 ARCHITECTURAL 3.3.1 Key Plans— Basement and First Floor (03 June 2003) 3.3.2 Key Pians - Second Floor and Roof (03 June 2003) 3.6.1 Elevations (03 June 2003) ELECTRICAL 10.0.1 Site Lighting Plan (03 June 2003) 02458.0 CorPlanDept 29b-TOC Town of North Andover ? 6 .a Office of the Planning Department F y Community Development and Services Divisionlot 27 Charles Street ` `'�"- '�• *ono North Andover, Massachusetts 01845 ,ss��� Planning Director. ?woods@townofnorthandover.com P (978) 688-9535 J. Justin Woods hW2://www.townofnorthandover.com F (978) 688-9542 Technical Review Committee Report TO: Technical Review Committee Standing Members Health Department(Englewood and Foster Farm) Stephen Manning,Trails(Englewood and Foster Farm)) Felipe Schwarz,Open Space(Foster Farm) Town Clerk—licensing matters(Eaglewood onl FROM: J.Justin Woods,Planning Director/TRC Chair CC: Applicants Karl Dubay,MHF Design Consultants,Inc.(Planning Bd Engineer on Englewood) Tun McIntosh,VHB(Planning Bd Engineer on Foster Farm) RE: Technical Review Committee Meeting June 12,2003. DATE: June 5,2003 On June 12,2003,there is a Technical Review Committee(TRC)Meeting between 2:OOPM and 4:OOPM at the Town Hall Conference Room. The meeting had to be moved to the later time as there is a MEPA site walk for the Eaglewood project at 10:00 that some TRC members may wish to attend. Enclosed with this memo,please find preliminary plans and supplemental information corresponding to the two projects listed on the agenda below. June 12,2003 Agenda 2:00 to 3:00 Eaglewood Properties proposed Retail Center on Rte 114(Turnpike Street) 3:00 to 4:00 Foster Farm Elementary School BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 I Town of North Andover Office of the Planning Department Community Development and Services Division 27 Charles Street �.�a ono►�• North Andover, Massachusetts 01845 Planning Director. iwoods@townofnorthandover.com P (978) 688-9535 J.Justin Woods ht2://www.townofnorthandover.com F (978) 68&9542 Technical Review Committee Purpose: The Technical Review Committee(TRC)is an established.forum whereby applicants can voluntarily submit development plans of proposed projects for an informal discussion and comprehensive review with various Town departments. This forum was established to enable discussion of the impacts of development on the Town and to help the applicant discover and remedy potential roadblocks. Discussions amongst staff members may provide input to Town boards on potential problems and written staff recommendations to alleviate those potential problems before they occur. Scope of Services: The Technical Review Committee shall meet at 10:00AM on the second and fourth Thursdays in the Town Hall Conference room to discuss proposed projects.Each member of the TRC shall provide the applicant and the group with input regarding their concerns about the regulatory requirements their department reviews.A written set of recommendations from the TRC shall be provided to assist the applicant in preparing plans for submittal to Town Boards within a week of the TRC meeting. An applicant must submit 12 copies of a conceptual plan eight days prior to a TRC meeting to get on the agenda. Members: Standing members: • Office of Town Manager • Planning Department** • Conservation Department • Building/Zoning Department • Public Works Department • Fire Department • Police Department • Community&Development&Services Division **The Planning Director shall Chair the TRC and shall perform the following fimctions: • Act as the contact person for the applicant. • Prepare the agenda,distribute supporting documentation,and assign project leads. • Issue notices,draft correspondence minutes of meeting and IRC re port. As required: • Health Department • School Facility Manager—in matters regarding large residential subdivision • Town Clerk—licensing matters • Youth Services • Trails Committer • Fields Committee • Recreation • Elder Services • Open Space Committees • Community Preservation Act Committee BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 JUN.- 2.2003 5:39PM BETA GROUP MA NO.295 P.2116 TRAFFIC IMPACT STUDY R E ° ° FOSTER FARM ELEMENTARY SCHOOL T N"O1tTH ANDOVER.,MASSACR[TSE TS J 0 .0 UN NORTH AN011"I PLANNING OF-PA'"i to"NT INTRODUCTION General/Site Location Bruce Campbell & Associates (BC&A) has been retained by Mori.ece & Gary, inc. to study the traffic impacts and transportation issues of the new Foster Farm. Elementary School in North Andover,Massachusetts. The new school is expected to have a student population of 800 students at full occupancy. The Proposed school will be located on an undeveloped parcel between Boxford Street and Foster Street, with the access drive located on Boxford Street appr0xi1nately1/2 mile east of Salem Street. Land use in the area is entirely residential and opea space. A site location map can be seen in Figure 1. Definitions The following are brief definitions of terminology used in this report: AM Peak Dour= One hour in the morning when traffic is heaviest. This coincides with both peak commuter times and start of school,usually between 7:00- 9:00 PM. School PM Pear Hour= One hour in the mid-afternoon when traffic is heaviest. This coincides with school release,usually between 2:00-4:00 PM. Commuter PM Peak Hour One hour in the afternoon when traffic is heaviest. This coincides with peak commuter tunes,usually between 4:00-6:00 PM. LOS = Level of Service is a quantitative measure used to describe the operation of an intersection. Level of Service values range from LOS A to LOS F. LOS A represents very good operation and LOS F represents very poor levels of service. Generally,LOS A through D are considered acceptable while LOS E and F are considered deficient. Details of the criteria are available in the Appendix. Delay= Average delay per vehicle in seconds. Ref:253 1 REPORT-DOC Page 1 Bruce Campbell&Associates 6/03 JUN. 2.2003 5:39PM BETA GROUP MA NO.295 P.3i16 sr Sol, nr {Pude Honrn nrmnvmr � ant+nrnrc�ua �, QD � / Pal• /� C 1 HR S PO Lwma +� A 9QlAEM I AndoVs ' ca � rater I ' t � formW � 11 fRr' Rdr B9 d , B .'4 ' L" 'r raHe."PNeAD Ilk Roo BUN � r 5th e STATS \� = STUDY INTERSECTIONS � Figure 1 S SITE LOCATION MAP SC A Fos= ram mmomaY SCHOOL Not to Scale, NORTH ANDDMP M!► 29/4TV5 JUN. 2.2083 5:40PM BETA GROUP MR NO.295 P.4i16 2002 L,KISTING CONDITION'S Roadway Boxford Street is a two-way, 26t foot-wide roadway which vans east-west and extends from its intersection with Salem Street into the Town ofBoxford. It is awinding rural roadway consisting of one lane in each direction,separated by a double yellow center line(DYCL)and also has Solid white edge lines(SWEL)on both sides of the road. The posted speed limit is 35 mph. Abutting land use is primarily residential in nature. Study Area Intersections Boxford Street/Salem StreetlFoster Street This four-way intersection unsignalized intersection consists of Salem Street approaching from the west and south,Boxford Street approaching from the east and Foster Street approaching from the north. Salem Street eastbound and Boxford Street westbound are the mainline,while Salem Street northbound and Foster Street southbound are under Stop sign control The mainline of Boxford Street and Salem Street eastbound is 29 feet wide with a DYCL and SWEL on both sides of the roadway. The northbound and southbound approaches are slightly ofset from each other. Salem Street northbound includes a small island and a DYCL separating the approach from the departure and SWEL on both sides of the roadway. Salem Street northbound is 26 feet wide,but flares out considerably at the intersection. Foster Street is 26 feet wide,but also flares out at the intersection. There is also a sight distance issue for a vehicle stopped on Foster Street looking to the right(west). Presently an embankment and trees restrict sight distance. 'V'ehicles from Foster Street must pull up into the intersection to have a clear view of the westbound approaching traffic on Boxford Street. Both Salem Street northbound and Foster Street contain Stop-signs but no Stop-lines. Land use is the area is residential.. Our field investigation revealed that it may be unclear to some drivers which approaches have the right of way at the intersection. Furthermore, it was noted during the field visit that a vehicle traveling on the mainline stopped to allow a side street vehicle to pull out. Boxford StreetlForest Street This three-way unsig ualized intersection consists of$oxford Street running in an east/west direction and Forest Street approaching from the south. Boxford Street is the mainline while Forest Street is under Stop sign control, Forest Street is a narrow 20 foot wide roadway with no pavement markings. Boxford Street/Stonecleave Road This three-way tMignalized intersection consists of Boxford Street running in as east/west direction and Stonecleave Road approaching from the north. Boxford Street is the mainline while Stoneeleave is under Stop-control. Stonecleave is a 25 foot wide, dead end subdivision roadway. Ref:2531REPQRT.DOC Page 2 Bruce Campbell&Associates 6/03 JUN. 2.2003 5:40PM BETA GROUP MR NO.295 P.5i16 Existing Data Collection • Traffic Counts Traffic counts were conducted at the study area intersections on Monday April 22,Tuesday April 23, and Monday April 29,2002 when school was in session,between hours of 7:00 to 9:00 AM and 2:00 to 6:00 PM. From the AM and PM traffic counts, the four highest consecutive 15 minute intervals were selected to identify the commuter peak hours. la addition,the school peak hour found between the hours of 2:00 to 4:00 PM was analyzed. Peak hour volumes are presented on the study area traffic networks, The raw volumes were then balanced between.intersections. Observations regarding pedestrian volumes,bicycle activity and truck activity were also recorded in addition to the vehicle counts. The pear hours varied somewhat by intersection,but were generally considered to be 7:30-5:30 AM, 3:004:00 PM(School PM) and 5:00-6:00 PM. To determine whether the April traffic count data required a seasonal adjustment,the MassHighway weekday seasonal adjustment factors worksheet was reviewed. The MassHighway seasonal factors are based on statewide traffic data collection and are classified by roadway type. Group 6 (urban arterials, collectors and rural arterials), was used to determine that April traffic is typically higher than average rnonthly traffic conditions. To be conservative, no adjustments were made to the volumes. The seasonal factor sheets can be found in the Appendix. The 2002 Existing peak hour traffic networks are presented in Figure 2. Table 1 shows the total entering volume at each intersection during the weekday AM, School PM, and Commuter PM pear hours. Table 1 Total Entering Volume at Study Area Intersections(Vehicles Per Hour) ItSeciibn: } ,1? c i l' 5104��; .iOTtGerM'� IYotix',' gIcl�o ;, eaIX��fi•'•'i•', Boxford Streer/Sslem Street/Foscer Street 950 735 924 Boxford Street/Forest Street 596 421 518 Boxford Street/Swnecleave Road 402 233 299 Existing Vehicle Delays In addition to the traffic count information noted above, existing vehicle delay measurements at study area intersection were recorded at both intersections. These actual values will be compared to the computed delays in a later section of the report. Sight Distance Available sight distance is criticalin establishing safe maneuverability of vehicles entering and exiting driveways and intersections. Adequate sight distance is based on the available sight fines and the speed in which vehicles are traveling. The posted travel speed directly in front ofthe site drive is 35 mph. in addition,BC&A conducted speed trials to measure the travel speed ofvehicles passing the site; on average,both eastbound and westbound vehicles measured 39 mph. Ref:2531REPORT.DOC Page 3 Bruce Campbell&Associates 6/03 JUN. 2.2003 5:40PM BETA GROUP MA NO.295 P.6i16 w � a vo w� z 0 R N mu)t1 -o-358 358 pO RD --*--2091 QaXFpR p 's 203 �a .�- SALE �-10 STR�T STRE 34--4 I t 209--�1 `� 1 g�•- �6i to r Uj r � N WEEKDAY R ir KHOUO w F Li {�I W V) LaQ 2ilf O 8p oo �1 tOc4r,o) 2 ®pxF R -+-146 X�oRD 5 ¢ 20 SALE STREETO �,3r ' STRE154 ,ng4 F � N WEEKDAY SCHOOL w PM PEAK HOUR vai u- F w r O O wm m O O N Lo 201 �� pR "-�72 0 S 117 SAL ` /�11 �S7REET0 STRE 73�/ 23g— ,g_ 38-►- 156 125 w �N0D 6 -� w WEEKDAY COMMUTER < w PM PEAK HOUR v, B C Figure 2 2002 EXISTING WEEKDAY AM, SCHOOL PM AND A COMMUTER PM PEAK HOUR VOLUMES FOSTER FARK ELEMENTARY SCHOOL, Not to Scale I NORTH ANDOVER, MA 294.�1TVR JUN. 2.20Bo- 5:41PM BETA GROUP MA NO.295 P.7i16 For a vehicle exiting the site,the sight distance is restricted to the right(east)by a sharp horizontal curve and vertical grade. Available sight distance was measured based on the proposed location of the school access drive. Sight distance would be approximately 430 feet at this location. According to the 4t'Edition of the Policy on Geometric Design of lighways andStreets',for a travel speed of 35 mph, a sight distance of 335 feet is required., and for a speed of 40 mph 385 feet is required, Therefore,the sight distance at the proposed site drive will meet AASHTO requirements in both directions, Accident History A accident data summary for the study area intersections was obtained from the Registry of Motor Vehicle files, maintained by MassHighway, for the years 1999, 2000 and 2001. Table 2 summarizes the reported accidents. In addition, the crash rate was also calculated and compared to the Massachusetts average. It was noted that the "Crash.Rate" for all of the intersection were calculated to be lower than the State Average. Table 2 Accident Data Summary ,,o Ye `fatal, Qnt#ix Salem Street/Boxford Street/Foster Street 1999 1 - 2000 2 1 - - 1 2 - 0.62 2001 4 1 1 2 2 2 - Total 7 Boxford Street/Forest Street 1999 - - - - 2000 - - 0.15 2001 1 1 Note: No accidents were reported at the intersection of Boxford Street/Stoneeleave Road * Source: Mas"ghway Department Average Statewide Crash Rate:0.66 for umignalized intersection, 0.87 for signalized intersection 1 American Association of State Highways and Transportation Officials,2001 Ref.2531 REPORT.DOC page 4 Brace Campbell&Associates 6/03 JUN. 2,2003 5t41PM BETA GROUP MR NO.295 P.Bi16 Intersection Operations HCM Methodology A level of service(LOS)analysis was conducted at the study area intersections using the procedures outlined in the 2000 Highway Capacity.Manual 2. The latest methodology for unsignalized levels of service(A-F)was used and is based solely on delay. The delay is based on capacity which is based on gap acceptance and intersection volumes. The LOS results utilizing the Highway Capacity Software(TICS)programs are noted in Table 3 for the weekday AM,School PM,and Commuter PM peak hours. The LOS analysis worksheets and criteria for unsignalized intersections are included in the Appendix. Table 3 2002 Existing Level of Service Results ,r A ;Peal{1,1pL�r; �hR�l M Pak �Attl�>z�er PM fnterss,edon 114gvem'etyl ITRuk ;' Peak libur LAS Dila 'LO$ 'T'l�l LOS' I)�la Salem Street/ Salem Street eastbound left A 8.2 A 7.7 A 7.8 Boxford Street/ Boxford Street westbound left A 8.0 A 810 A 8.4 Foster Street Salem Street northbound B 42,1 C 20.7 D 34.5 Foster Street southbound B 14.3 B 11.1 B 11.3 Boxford Street/ Boxford Street westbound left A 7.7 A 7.7 A 8,0 Forest Street Forest Street northbound B 13.6 B 10.9 B 12.6 Boxford Street/ Boxford Street outbound left A 7.7 A 7.5 A 7.5 Stonecleave road Stonecleave Road southbound 1 B 10.2 1 A 1 9.0 A 8.9 LOS�Ievol of service; delay in seconds per vehicle According to the analysis,the Salem Street northbound approach experiences some delays (LOS E/D) during the AM and Commuter PM peak hours. All other movements at the study area intersections operate satisfactorily at LOS A or B. Existing Vehicle Delays The computed delays presented above in Table 3 were compared to the actual delays observed in the field. This comparison of computed and observed delays at the intersection of Salem Street/Boxford Street/Foster Street can be seen in Table 4 below. On all approaches,the observed delays were lower than the computed delays, 2 2000HIghway Capacity Manual;Transportation Research Board. Ref 2531 RLPORT.DOC Page 5 Bruce Campbell dr Associates 6/03 JUN. 2,2003 5:41PM BETA GROUP MA N0.295 P.9i16 Table 4 Salem StreetBoxford Street/Foster Street Comparison of Existir►g Observed Vehicle Delays to Co ed,Vehicle Dols A � �k Schtio ` 'lye CotY muter PM IAproaph Condition, Hour;; N.Ak Rou N,*f1clur;. Salem Street northbound Computed 42.1 20.7 34.5 (left and through movements only) Observed 26.6 12.3 13.1 Poster Street southbound Computed 14.3 11.1 11.3 Observed 11.9 10.3 9.9 LOS^level of service;delay in seconds per vehicle ltef:2531REPORT.DOC Page 6 Brwe Campbell&Associates 6/03 JUN. 2.2003 5:41PM BETA GROUP MR NO.295 P. 10i16 2007 NO BUILD CONDITIONS 2007 No Budd Volumes Generally, there are two components to the future year No Build condition-normal traffic growth and area background developments. The North Andover Planning Department was contacted to identify an annual growth rate, and background developments. The planning department did not have a background growth rate available;therefore,to be consistent with previous studies for BC&A conducted in North Andover, a growth rate of 1%per year was used. The planning department identified the proposed new fire station at the comer of Salem Street/Boxford. Street as the only known area project. Fire stations are typically very low traffic generators, and therefore it was assumed any additional traffic due to the fire station will be accounted for in the background growth rate. Therefore,the 2002 traffic volumes were increased by 5.1% (1%compounded for 5 years). These volumes are shown in Figure 3. 2007 No Build Level of Service Analysis Level of service analysis was performed for the 2007 No Build condition with the same assumptions as the existing analysis, The LOS results are shown in Table S. Table 5 2007 No Build Level of Service Results A '� Qur; So�ipnl„�lV[;P ; " 7Q1n1n11K�1'Fl►+l IntersectYc�li i �Moi+srtt��. .y� .: ;; ';�1o�r: 1?aa�i'C�tx�••' ;WS• G a 'LCQS; 1g. irA i1_l�la Salem Street/ Salem Street eastbound left A 8.2 A 7.8 7.8 Boxford Street/ Boxford Street westbound left A 8.0 A 8.0 8.4 Foster Street Salem Street northbound l~ 54.6 C 22.8 B 41.6 Foster Street southbound B 15.1 B 11.3 B 11.5 Boxford Street/ Boxford Street westbound left A 7.7 A 7.7 A 8.0 Forest Street Forest Street northbound B 14.1 B 11.1 B 12.9 Boxford Street/ Boxford Street eastbound left A 7.8 A 7.5 A 7.5 Stonecleave Road Stonecleave Road southbound B 10.3 1 A 9.0 A 8.9 LOSalevel of service;delay in seconds per vehicle According to the analysis, under the 2007 No Build, the Salem Street northbound approach will experience significant delays(LOS F/F) during the AM and Commuter PM peak hours. All other movements at the study area intersections operate at LOS A or B. Ref 2531AEPORT.DOC Page 7 Bmoe Campbell&Associates 6/03 JUN. 2.2003 5:42PM BETA GROUP MA NO.295 P.11i16 w 00 cn � 0 0 376 RR 3006 gQXFpRD 3 , ) 213 SALE 1`^1 RSTRE�TO I r STREET36�(� �' 211+ 1} i78—'" 211 f 20 mM 80--,A I.- w W WEEKDAY AM PEAK HOUR h Uj W f�l1 J W m Z to. U) �mm 7 81 g X R '— 154 4 S0XF0. SrR 126 SALEM.� 7 STREETR STREET 73--� ! '68--- gg -�— h N WEEKDAY SCHOOL PM PEAK HOUR a o Q wo DD�'FpRA S r 123 SALE J �. r SIRE ,� -,i STREET .248:" 77_,+(� QI 164 3031 �f ( 6 w r En WEEKDAY COMMUTER `�" Uj PM PEAK HOUR v, S C Figure 3 2007 N'0 HUILD WEEKDAY AA+I, SCHOOL PM AND � A COMMUTER PM PEAK HOUR VOLUMES FQSTER FARM EU;b WARY SCHOOL, Not to Scats I NORM ANDOVER, MA 2945M JUN. 2.2003- 5.42PM BETA GROUP MA NO.295 P.12i16 VEHICLE TRIP GENERATION The vehicle trip generation for the proposed project was estimated using the nationally�accepted methods of the Institute of Transportation engineers (ITE) Trip Generation'manual. The manual contains equations to formulate trip generation Tates for hundreds of land uses. The trip generation for an 800 student Elementary School(Land Use Code#520)was calculated,and is shown in Table 6 below. The manual does not contain data for the weekday Commuter PM peak hour. Therefore, using data recorded from elementary schools, a ratio between the School PM peak hour and Commuter PM peak hour was established. Using this ratio,the trip generation for the Commuter PM peak hour was estimated. Table 6 Trip GeneratioO Weel�day AM Peak Weekday School PM Weekday Commuter Peak PM Paakt, Daily in Out Total In Out Total Xn Oltt Total Elementary School(LUC 137 95 232 96 112 248 26 30 56 770 9520) (800 students) Sauree Trip Generation,Institute of Transportation Engineers,6th Edition;Washington,D.C. 1997. #Not Available from ITE data. Trip Distribution The trip distribution for the proposed school was based on the site location in relation to the surrounding residential area and other existing elementary schools in North Andover. The Town of North Andover presently has five elementary schools,with students distributed to schools based on geographical location. According to the school department, this is expected to continue with the opening of the proposed school. Using the percentage of residential houses in the area likely to use particular routes to the school,a trip distribution was established. According to this breakdown 25% of vehicles will approach via Salem Street to the west, 25% of vehicles will approach via Salem Street to the south,22%of vehicles will approach via Foster Street to the north, 15%of vehicles will approach via Forest Street to the south,7%of vehicles will approach via Boxford Street to the east, and 2%will approach via Stonecleave Road. In addition,approximately 4%will be from Boxford Street and Candlestick Road near the site and will not show up at any study area intersections except for the site dr'i've. The vehicle trips estimated above were distributed to the study area intersection using this distribution to form the vehicle site trip generation shown in Figure 4. 3 Trip Generation,institute of Transportation En&eers,6th Edition;Washingtou,D.C. 1997, Ref;2531REPORT.DOC Page 8 Bruce Campbell&Associates 6/03 JUN. 2.2083 5:42PM BETA GROUP MA NO.295 P.13i16 F' PROPOSED IN 137 ELEMENTARY OUT 95_ SCHOOL TOTAL- 232 � UO W 2 Of o x-1.3 o 2q �l QOk'�ORD S rt 0 A ��jj -S� 124 SALEM,) /�2 13OTRREE D 1 STRE 9g'~' �� rr j F- � W WEEKDAY AM PEAK HOUR PROPOSED IN - g2 ELEMENTARY OUT SCHOOL TOTAL 208 o � Wo o �g N —2j gp xF RRD B 67--4 BpxRpRD SALE ` 57l�ET / STRE ��/� 69-+� 2 B N I` , I WEEKDAY SCHOOL PM PEAK HOUR cn PROPOSED IN = 26 ELEMENTARY OUT = 30 SCHOOL. TOTAL- 56 �o 4' W O Za NM Q —3 �� _ _ pp SokR.— S0. ALE /r NOR' 23 fipR� S i ...-2 STRE 7- 4 19 1 2 W W E h. m WEEKDAY COMMUTER ull a PM PEAK HOUR rQn 'ly° B ^ Figure 4 G7 �.r "EKDAY AM, SCHOOL PM AND A COMMUTER PM TRIP GENERATION FOSTER FMM ELNTARY SCHOOL Not to Seale I NORTH ANDOVER; MA 294r4TDS JUN. 2.2003 5:42PM BETA GROUP MA N0.295 P.14i16 2007 BUILD CONDI'T'IONS WMW 2007 Build Volumes To obtain the 2007 Build volumes,the net increase in site generated trips for the proposed school were added to the 2007 No Build traffic volume networks. The resulting 2007 Build weekday AM and School PM peak hoot'networks are shown,in Figure 5. 2007 Build Level of Service Analysers Level of service analysis was performed for the 2007 Build conditions. The LOS results are shown in Table 7 below. Table 7 2007 Build Level of Service Results ! e ¢ ,, c1noX Pomrituler PM 1'atersoctiou auk Pew YtAur I:,• L� WAYLOS liae�a' S ;beta Salem Street/ Salem Street eastbound left A 8.4 A 7.9 A 7.9 Boxford Street! Boxford Street westbound left A 8.2 A 8.2 A 8.5 Foster Street Salem Street northbound F 99.7 D 29.7 E 48.1 Foster Street southbound C 23.9 C 15.1 B 12.8 I Boxford Street/ Boxford.Street westbound left A 8.0 A 7.9 A 8.1 Forest Street Forest Street northbound C 17.5 B 12.7 B 13.5 Boxford Street/ Boxford.Street eastbound left A 7.8 A 7.5 A 7.5 Storecleave Road Stonecleave Road southbound B 10A A 9.0 A 8.9 Boxford Street/ Boxford Street eastbound left A 8.3 A 7.8 A 7.6 School Site Drive School Site Drive Southbound B 11.3 B 10.1 A 9.4 LOS-level of service;delay in seconds per vehicle According to the analysis, with the project, under the 2007 Build, the Salem Street northbound approach will continue to experience delays (LOS F/E) during the AM and Commuter PM peals hours. All other movements at the study area intersections operate satisfactorily at LOS A,B or C. Ref-253I RF.PORT.DOC Page 9 Brice Campbell&.Associates 6103 JUN. 2.2003 5:43PM BETA GROUP MA NO.295 P. 15i16 PROPOSED IN 137 ELEM 00 ENTARY I 95 TOTAL=:t 232 o �o w� �rn 23380kO 1 2o TREE D "175 183 ORp SSR -r 223 V SALE STRE36 / 320 oI 185 2480—► It `SON <n F W WEEKDAY AM PEAK HOUR PROPOSED IN 96 La ELEMENTARY QUI 11.2 SCHOOL TOTAL- 208 o uo N 80 a y 937 RpkF �0 g t�oarQ`n .¢ g -r 235 87 DRD S 133 SALE �( �. /�3 SOl RXE� D �2r 107 SIRE 73.�(� 230-0 t 107 290 nrM 68-� 04M F W F N WEEKDAY S=HCOURvi PM PEAK sL F PROPOSED IN = 26 u� ELEMENTARY DUT - SCHOOL TOTAL- 56 ry w� 2 o 3 tri Ilk- 110 tis 204 1308pkfi0R0 S m}o 125 SALE �rn S `20 TREE D 5 183-f- TR�r Ir �. 1 ETRE 7 f 267 +�- �' B 20 s7 131y cvca F i F WEEKDAY COMMUTER a PM PEAK HOUR o B C Figure 5 2007 BUILD WEEKDAY AM, SCHOOL PM AND A COMMUTER PM PEAK HOUR VOLUMES FOSTER Fax m2mmay SCHOOL Not to Scale I NORTH ANDOVEL MA 294S5W.; JUN. 2.2003 5:43PM BETA GROUP MA N0.295 P. 16i16 MITIGATION Foster Farm Elementary School Site Drive The westbo and approach to the site will be widened by 4 feet for right turning vehicles. This will allow through traffic to by-pass vehicles which are turning tight to enter the school. Salem Street/Boxford Street/Foster Street This four-way intersection presently operates at LOS E and will operate at LOS F with or without the school project in place. The poor level of setvice is due mainly to the high number of left turns on the northbound approach. Of more concern than the poor level of service is the existing alignment and delineation at the intersection, The northbound and southbound approaches are offset from each other, creating awkward movements. In addition stop-lines are not present. Also there is an intersection sight distance issue for vehicles traveling on Foster Street southbound looking to the right (west). 'Vehicles must pull into the intersection to see past as embankment and trees. At a minimum, the trees should be trimmed and/or removed to improve the Sight distance for this location. Furthermore, the stop lines should be repainted for the northbound and southbound approaches. A traffic signal warrant analysis was performed to determine if installation of a traffic signal would be warranted under 2007 Build conditions, The 2000 Edition of the Manual on Uniform Traffic Control Devices (MUTCD) contains a total of eight signal warrants; none of these warrants are met using 2007 Build condition traffic volumes. CONCLUSION The Town of North Andover is proposing to build a new 800 student elementary school on Boxford Street in.North Andover Massachusetts, Based on the ITE Trip Generation manual,an 800 student elementary school will generate,770 total trips per weekday resulting in 232 total trips during the weekday AM peak hour,208 total trips during the School PM peak hour and 56 total trips during the Commuter PM peak hour, There are minimal impacts at the school drive and at the analyzed intersections, It should be noted that a soccer complex has been proposed and is currently under construction adjacent to the school site. This complex:was not anticipated at the time of this study and therefore any traffic impacts of the soccer complex are not reflected in this study, A supplemental study will follow to reflect the soccer complex traffic impacts to the Study area, Ref'2531REPORT.DOC Page 10 Bruce Campbell&Associates 6/03 r; 3 , I ! - x t x s , , , ly �� . ,,:. � .. ; ,. x. ., ,� � 1. i i ';,,' s4 r �Y' � { •q e I, , !, w iV U' „ C * it .,p - �• A x<} �,h� * r + C n v r. a� I f : L x , m. Aoi ,•� „q""� ',4 ate:` yam;., r, AK I 77W a �i 3 ' k C n y 4 .,: �''- A':.:.. �...... ... X,at a.�,. ....: .r::'x.: a :.t;'n'C`hCi v •.2 P( :.\`.'„ '$ A , i f v . >'t -" f' , ,R , iL a' • s :` ,� sin• , ,>. ,. `-. ..§:.,, :: �,.'., ,@";:.., .,, `,. .�` C%, ..d,, ..,,s �t. , � .fix, ° '�,, If...^.�,{f�� Y• �` :° :� �, r �l L'� :a � r \ 5 f , P k I yl 1 F l! I( , r t s s , 11WTr• , h UA , 5 , w rt , } a f~ , a 4 r. , Y f4' " i I „ r x� I li s I I � v y x : I 7 s, . RK \-, yp,r T", -1 ,� - ^.. F ;/ ., w. ,r +r'. a:. .: -. :*pF;: wr '`r' _ ' � , r �a '( tNtk, o. x ,. � � �,,.' .A a ��, - .,;`. .. , "'. a' r x rte'. •x :-,"Y Q + *'�" ., . ,..: ,r .. +. ' _ aT, 40v V , 4 F k , x z « F �7 w .. Wei , N 0 150 300 Mi 0 4 This: Proposed Scope of Work T014-f st AW( ,.""r,' This aerial photograph is from MassGIS, taken in Spring 2001. 19 May 2003 FOSTER FARM ELEMENTARY SCHOOL NWS DN+ P"44t� North Andover, MA Limited architects and planners �,g 79,7 _W q-, w -W7 0 Sl,�: J': �n . . .. T �V­i, 4- "AE ?"A ............ 0 'WN _P�K, �A. W -410 N_ 05" N V2L V1, "n, 7 V,- x 14" ... ........ �ns ��,%P t �,j ""A W P 41 4 4P 5 N 0 60 120 Fl�] I pi � Note: Existing Site This aerial photograph is from MassGIS, taken in Spring 2( 19 May 2003 FOSTER FARM ELEMENTARY SCHOOL NW� Nl�� P"14� North Andover, MA Limited F architects and planners ''iA - ''�.i mak• :"d::a ;� ,�� , ;i „ s x I _ q " ' t i II I ,s. 1 I I �1 i m u � IIY t r, ,.. y - •' '�rr AWL- - w , � a3 'w Ame low ,. • �..',::,,�.,: ...;= .�"`--=-�� 1 """""-r-� mow., � ,s ' i 1, r,✓� --"_„--• ,., �-.`,`""_...-,-�=-..�.:.-----""" � •� vv,• ,w,� 4 •., / � z s x c, w.. +3 ) : r E. - � k t T r' , ''ate, ,m. a � L t x r ,z r Irl/ ,,,. '•,.r�r - - 3. -�s.:- AW W i .. � .w¢e ,yup. A�...-• :�t ." �.., _.. ..- ,> i. r' „v n N,C N 0 60 120 Note- Site Plan This aerial photograph is from MassGIS,taken in Spring 2001. 19 May 2003 FOSTER FARM ELEMENTARY SCHOOL North Andover, MA Limited architects and planners i Line & Symbol Legend FOSTER I IPF ® IRON PIPE FOUND \ IRS 5/9'IRON ROD SET WITH CAP FARM/ DHS DRILL HOLE SET „ • %/ ;I ) / DHF - - DRILL HOLE FOUND 000000 STONE WALL ELEMENTARY ®.�� SN/7 NOW OREFORMERLY OF LLT / SOUTH EX REGISTRY OF DEEDS SCHOOL BOUNDARY LINE ' I RIGHT OF WAY LINE I � " ABUTTER LINE �1c BERM/BARBED WIRE FENCE North Andover, WOODS ROAD " DEEP TEST POTHERS PERFORMED BYPERC M A SCHCFIES BROTHERS ON FORME 3 / I • SCHO TEST LOCATION PERFORMED BY \ 1 " + • SCHOFIELD BROTHERS ON 1/22/03 meg+.r.� I / �•� /y TEST PIT LOCATION PERFORMED BY _ ',, PSI, INC F> TOWN OF NORTH ):1E1� Dion/._ pm� I I pr f,v�►` TEST BRING LOCAT� WITH SPOT O L.mliled GRADE PERFORMED BY WEBER a t C h t t e C t 8 and planners ENGINEERING ASSOCIATES I � � ALONG BOXFORD ROAD 87 Summer Street O 1521 i `lam TEST BORING LOCA7IDN WITH SPOT BostO[,MA 02110 u ®� �RADBf PERFURNED BY WEBER F6AX)(617)426-1457 NGINEERINO ASSOCIATES 8' D� ® � � DECIDUOUS TREE 0 .p CONIFEROUS TREE Structural ural Enuhl Eeerinring,Inc. SHEET 1 . 0.2 Engineering WatertoGalenwn Street, 0247Suite 2 BENCHMARK(N,G.V.A 1929) QQ:�/ � y+• /y O O ` ® ANRAD P WETLANPL D FLAG LOCATION AS PER (617)926-9150L AN FAX(617)924-4487 / • "� `� y' / cmr "� O w O p O ' WETLAND LIMIT/ WETLAND FLAGS WATER GATE VALVE Richard D.Kimball Company AWN E+_ LOT B \ I EXISITNG FIRE HYDRANT 200 Brickstone Square ear _ • ' -' r �`-` ASA AVIVtom _ � 0 ' GAS VALVE (9 8)47Andover, A 01810 D4 E °0"°"`w � "'�.O WATER SHUT AFF FAX +� (978)475-5768 / O / tY ' ( / "" �, 4,• :-.:E° '"`�---,�__ ..,.,, ---- © d.p Robert W.Sullivan,Inc. ' ;t _ O •C ' w WATER LINE Plumbing Engineers � a��'-=- = a ■j�S - s=' - -- _- _ C GAs LINE Union Wharf-Unit 302 11Yr,� Yt ,r� (' _-�- \�` ��� _�- T K�+� il 'WETLAND Boston,MA 02109 I+ ,.., " •-1b 'S',% __ -' "' '=-______'_`__ �`t 11 _ -- _" ;�,y' _ __— _ •��c _- _` �y__ STUMP 617)523-82 3- �! SHRUB �AX(617)523 8016 DECIDUOUS TREE Thompson Engineering Co.,Inc. EtBbtrical Engineers I ■■ --\ \�w\a.,ari'yntir r•+',cM°.. \\p''\e l \'./-C�•''_j_/;L'.�.X41ara.'.i,,,'/�w�W<,'/Y,X,ti�7`\,;V"1II��iK,.`I v\yImo//I,`iyy/�!'�}'1�,1%�'�`/''i�\`''-,�,'/>\,�,//`I'�,l„i�`1,-'-;/\",,-\i''/''”-�I./``,/'/���%,//:=''//f�/:'':,f,/,;r,\::'y,•��-`°r_'-',:.-�'tw',.__il,_-����7w'�ty�`_;r�r/'/ /�'%/."r'.i'/,.'"/�%/=.r/,/1',i'I�;I\I°i A\'�If""W•''_`,'.'/'r,f'«I'/'\l'4(1%�/�I`'•,'�_'a�"-�..�-=___'.-5�-_-r-`'m'''�'W ra-.-�/_;=='="-=�=•.','=r��la,-/^r�.�,,�//'�i;l"�Y�,_i=-+r,"�,�-i%�l'c�k�'_:-'L_�-__--_���_�.'_.'_/"/%�_m_.'o__..._O�-'��''�T1'-i�'_,+l:�:l�`.^t\,��\.\''\:} �,,,,'i.��'i�.1'�,''`;•�"/��[�+`yC`�y��_;y�; �---I_ -__�_�®�--'�cq-_-[^-te�„�,�_e��I8`�S.`rr�A`.`��eA'�.„-�`i�i 5-�•`\,-y--_�`+v-,.�;1•W.,";�*�'I� I,i�\'4,i -I 1 I I ir V,,'f�\\\I1/Geo ,ml,.N-1r,.. o"'O aeuN•�owuya 1 ' 4A `�- - _ ir✓p�'"b..�./� cx ----- i 1((F(656A0108North Wash in g t o n S tr eetRo Zy: ` CONIFEROUS TREE Boston,MA 02114 Bt 227-7561 HYDRANT-L1 F61X7)227-8818 AMARSH SYMBOL Moriece&Gary,Inc.� 0 CATCH AIND SHEET 1 . 0. 4Ia UTILITY POE 56 Roland Street- , - . 'F"} , IT � � Charlestown,MA 02129f. . = YARD LIGHT 77)(76-7600 X17)778-1075+ ROAD SIGN �l7 —m — , 17'`' ",7. RESIDENTIAL MAIL BOX rSchofield Brothers of N ewUNCERTAIN OBJECT En land,Inc. zas7 x SPOT HEIGHT 107WorCeater Road ,,!•TAV- p Framingham0301701 879-0 0 \ FAX)(508)879-1797 ' 1 t \ mt .L "r\ \ "� y. 11 �, je•�I I"v,J_ N ,":..' � �/ �(•\ +e11 f,�I'1 \���„E,C.`. +e • -__7»; w Crabtree McGrath Assoc.,Inc. .r.♦ I r 1 1 "�\"Sr \` \"'� wb..` I w 'i / �0.:' �.«r.� .�\`:.` `.r\. Y sultants -� ✓o-t ' .:,�°l r/Y .�`�"��`�N.;: , \'\;•__ '//,w�',-'^s,.-'�;' �r.:L\ " 1/•,r,iIr\ ri 1W�.. \ ._ i�v._\` \�raa\i`\-f?`�1 1;,;r� ,`p ® ...,; � < 0d sCer10Cummige,Suits 216C Eta Beverly MA 01915 / ( \ _..,... \� AW�I,i .yI ft� Amm- .t�+e «.._ �_`•__i+..`.,i'�"ct;'''`�:�\`�`i:„."``....,-_;.-�cJ,"' ;el 71-/�„, I r'� ' ��C`�`"!�j1I II�,' � I�I- �/ I I;`"_ o,'%,dX,••gid_�I",'_ `;`I'�l'.�I I�I F9 .1122 AX2 (978)232. 8383 m •\� 'l`i,'�+� ,.+,,tP �+ ^- F, >y"'” , 1 '�..., �' _ __' 1 ii i,� _ � '• � C? / 00 RIPARIAN SETBACK I Illi " F M - ,...1?� � ` ♦ • ♦ / ,w � � '• __. / �`�- ' 100'RIPARIAN SETBACK 7 4:i ,�t� F.l NIN Ili$ V .,., " o ___VV _ �. ��_"'�� • ♦/\ •\ o."•m ��.:/ ii I ® 200'RIPARIAN SETBACK 200'RIPARIAN SETBACK NC HTii AN 100'SEPTIC SYSTEM SETBACK R'6 1 '1 E. 1 j ' � \ " ary m. I I � � -.,/r-`=1�^.Q\ ♦ • �,ra.IH m � � � ' - r 100'SEPTIC SYSTEM SETBACK 6 BUFFE I l` '♦` ;�„ _ ` 75' ND BUILD ZONE k � � '' i%'' _ ',',.`ice--__ _ - .� ♦ l "' ,.w \ "Y'-I�1`, ® -- - 75'NO BUILD ZONE 50'NO DISTURBANCE ZONE 50'NO DISTURBANCE ZONE -�l ^` _ + .\ w eIR4x / ' 100' BUFFER ZONE _ , / 100' BUFFER ZONE ''!� 50'NO BUILD ZONE i\ -- ^�- \ \ \p\\ ' ter\• ,iy/ �'• `\ ' 25'NO DISTURBANCE ZONE 50'NO BUILD ZONE \ \ 1 ' 25'NO DISTURBANCE ZONE `� _ — 145 EXISTING CONTOUR MATCHLINE r — ` IIIZONING SETBACK LINE ----------- PAVED ROAD DIRT DRIVEWAY E -l CONCRETE TE WAWALK I N • T,�,a 1 ir' DIRT PATH OR WALK NOTES ! '�� ® Date: 21 APRIL 2003 1)BENCHMARK DATUM(N.G.V.D.iB28)ELEVATIONS ARE BASED ON THE(INVERTS ELEVATIONS) 11)THE GAS LINES LOCATED WITHIN BOXFORD ROAD ARE SHOWN IN A GENERAL - ,\ \ BUILDING SHOWN ON A PLAN ENTITLED"THE MODIFICATION TO THE DEFINITIVE AND SPECIAL PERMIT LOCATION.PRIOR TO ANY EXCAVATION OR CONSTRUCTION IT IS STRONGLY r r r PLAN WOODCHUCK GROVE,IN NORTH ANDOVER.MA.DRAWN FOR SUMMER STREET REALTY RECOMMENDED TO VERIFY THE LOCATION OF THE GAS UNES((THE LINES SHOWN /' // Drawn By: IFC TRUST,BY MERRIMACK ENGINEERING SERVICES,DATED JULY 1,1994,'AND RECORDED AT ARE BASED ON THE FIELD SURVEY OF PAINT MARKINGS FOUN6 ON THE GROUND \ \� — ,� -� THE NORTHERN ESSEX REGISTRY DEEDS N PLAN FILE 12579.THE STRUCTJRE USED TO OURINC 111E SURVEY) I+/',(�, BUILDING DEBRIS OR RUIN O $Q 16`0 ESTABLISH THE DATUM IS THE EXISTING CATCH BASIN PATH A RIM ELEVATION OF 148.34' / �\ �� Scale: I1 F'-I F —7 AND AN INVERT ELEVATION OF 143.68'ALSO THE EXISTING HEADWALL INVERT ELEVATION OF 12)REFERENCE IS MADE TO THE FOLLOWING PLANS,' / ,'/ >mr TREE LINE 148.30'WAS FIELD CHECK ON AUGUST 11,1998. A) PLAN ENTITLED'PLAN OF LAND LCCATED'.N NORTH ANDOVER,MA.RECORD / ® SCRUB LINE Revisions: BWG 2)THE WETLAND FLAG LOCAi10N3 WERE ESTABLISHED BY WETLANDS PRESERVATION INC.,OF OWNER S APPLICANT THE FOSTER FARM TRUST,'DATED SEPTEMBER 4,1998 BY / I, - SHRUB LINE PLAISTOW NEW HAMPSHIRE,AS SHOWN ON A PLAN ENTITLED'ANRAD SITE PLAN,LOCATED IN CHRISTIANSEN h SERGI INC.HAVERHILL MA. RIVER NORTH ANDOVER.MA.PVARED FOR THE TOWN OF NORTH ANDOVER.BY CHRISTIA14SEN h LANE Number Date Description SERGI INC.,GATED MAY 2B,2002 3) PLAN ENTITLED'ANRAD SITE PLAN LOCATED IN NORTH ANDOVER.MA. PREPARED FOR THE TOWN OF NORTH ANDOVER.-DATED MAY 28, 2002 BYSTREAM ` 3)THE TOPOGRAPHY SHOWN OTHER THAN THE AREAS CHRIS71ANSEN B:SERGI INC„WERE CHRISTIANSEN a:SER01 INC,HAVERHILL MA � — CONTRACTED TO ARCHITECTS,CH AFIF�ILELD SURVEY, WERE SUPPLIED BY MORIECE t GARY LANDSCAPE C)PLAN ENTIII-0"FIGURE 2 TEST PIT LOCATION PLAN,LOCATED IN NORTH � SITE SURVEY MARSH LINE ANDOVER MA.,PROPOSED FOSTER SCHOOL,DATED MAY 2002.BY PSI,INC. ' / /",7 r , 4)1 CERTIFY TO THE BEST OF MY KNOWLEDGE.INFORMATION AND BELIEF,ALL INFORMATION Ily I,II rIIP� THEREON IS TRUE AND ACCURATELY SHOWN. D)PLAN ENTITLED'SOIL TEST LOCATIONS,PREPARED FOR FOSTER FARM LOCATED IN SCHOOL SITE NORTH ANDOVER.MA'DATED JANUARY 29,2003 BY SCHOFIELD T /H _ 25 THE 50 98 t0F SYEAR ER AL EMERGENCY EL 124,5'SCALED FROM FLOOD INSURANCE STUDY COMMUNITY BROTHERS OF NEW ENGLAND,INC,FRAMINGHAM MA I NORTH ANDOVER, MA• x—x—x— WOODEN FENCE E)PLAN EN7TLED"EXPLORATION LOCATION PLAN SHEET 1 #2 OF 2,PROPOSED METAL FENCE 6)THE 500 YEAR FLOOD EL 125'SCALED FROM FLOOD INSURANCE STUDY COMMUNITY FOSTER FARM ELEMENTARY SCHOOL NORTH ANDOVER.MA DATED JANUARY �; 250098 FEDERAL EMERGENCY MANAGEMENT AGENCY, 2003,BY WEBER ENGINEERING ASSOCIATES,LLC GEOTECHNICAL ENGINEERS, PERPARED FOR ----M M -N—;= BARBED WIRE FENCE HOLLISTON,MA. GUARD RAIL 7)'FOSTER FARM'IS LOCATED IN THE(R-1)RESIDENTIAL DISTRICT 1,AS SHOWN ON THE TOWN OF NORTH ANDOVER ZONING MAP DATED JANUARY 15.1999,PREPARED BY THE F)PLAN ENTITLED'AS-SVILT PLAN&PROFILE OF SALEM STREET IN NORTH THE TOWN OF Site Survey MERRIMACK VALLEY PLANNING COMMISSION,THE MINIMUM FRONT,REAR AND SDE SETBACK 1985,BY M A.DAWNCK FOR ENGINEERING SERVICES. ANDOVER.EEN TCO.. NO.DATED NOVEMBER REQUIREMENT IS 30'AS DEFINED IN THE TOWN OF NORTH ANDOVER ZONING BYLAWS DATED 1972 AND AMENDED MAY 1999, G)WATER UNE LOCATIONS ARE SCALED FROM PLANS PROVIDED BY THE TOWN NORTH ANDOVER S7 Overview B)THE TOPOGRAPHY SHOWN WAS FIELD SURVEYED BY CHRISTIANSEN B:SERGI INC,BETWEEN OF NORTH ANDOVER DEPARTMENT OF PUBLIC WORKS.CONTACT NAME FOR THE JANUARYO-MARCH OF 2003,THE ENTIRE S17E WAS COVERED WITH 15'-24'OF SNOW. D.P.W.TIM MATWT(978)688-9570 RETAINING WALL 9)THE S'WATER MAIN LOCATED ON FOSTER STREET IS SHOWN IN A GENERAL LOCATION, H)SALEM STREET RIGHT OF WAY INFORMATION SHOWN ON THE FOLLOWING PRIOR TO ANY EXCAVATION OR CONSTRUCTION IT IS STRONGLY RECOMMENDED TO VERIFY COUNTY LAYOUTS,E.C.O.L NUMBER 3000 DATED 1965,E.O.L.0,NUMBER 3085 OF y4�, � 0 80 180 FT INTERMEDIATE CONTOUR THE LOCATION OF THIS WATER MAIN.(SEE REFERENCE PLAN G) DATED 1970 E.C.L.O, 2577 DATED 1936, ``fie+ 160 INDEX CONTOUR Flle N— THE THE 12'WATER MAIN LOCATED ON BOXFORD ROAD IS 510WN IN A GENERAL LOCATION. M PLAN ENAED FOR THE OWN M NORTH SOCCER COMPLEX EX NORTHED ANDOVER, � SCALE: I = 80' SER R PRIOR TO ANY EXCAVAPON OR CONSTRUCTION IT IS STRONGLY RECOMMENDED TO VERIFY Ne.331 THE LOCATION OF TM15 WATER MAIN.(SEE REFERENCE PLAN G) 113) THE GAS CE L'NE OCA70NSARY LANDSCAPE RO DED ARCHITECTS. "DIGCSAFE'IT aQO-OIG-SAFE. L u 0 CHRISTIANSEN &SERGI —LAND ROF 5URVrPpRS� 1 .0 . 1 IBD SUMMER Sr. HAVERHIL4 MA Of= TEL 8781 © 2003 8Y CHRISTUNSEM t SERGI/ND. I 2. \ o I . • / x \ ° ° x S ° FOSTER ,T 121.9 123.D ° x / \ x 152.9 1436 (3A{2 / 0 ,x121, x122.2 1 9 124 3 FARM I�/ x 500 YEAR FLOOD £L.125' �+) FROM FCO0 INSURANCE ELEMENTARY J,,IyJV) STUDY COMMUNITY 250098 x O � /•Q FEDERAL EMERGENCY ° • I ° MANAC£M£N7 AGENCY 122s O 123. SCHOOL Q xi2z.s f x 122.3 /I x122, x122D E-1 \ ^ x123.0 • x132.9 ' LOT B V `� North Andover, 12]1. x / � 122.5 • x 13:.8 � E-2 2 AREA = 38.887 fAC�RES O �--� � p �'"qi BENCNMARX x 12.3 14 M A IRON ROD A-22 A>•I / O BENCH X f2 y £C£V.=123.55 E-5 -4 E-3 x DRILL HOLE (N•G.V.D. 1929) A-21x EL£V,=127.07' / • y --- B-1 °"w i (N.G.K D. 1929) 200'RIPARUN SETBAC 124,6 125.a E_gy -, _- B -20 s x123s _ x DO" Dom. pm!$' • �. _ _ 100'RIPARIAN SETBACK O • 138.9 architects and planners -7 l A-15\ x S5�£' t6 -----. --- x124s x x • 87 Summer Street - -_ �'-_- 3228 --- x;2s,D lz,, I \ Boston,MA 02110 �= rA--144 r (617)426-2858 A-12 x 3 \ FAX_ - -^ � -w-- -- _--L �-•---•�-- _� � � � � (617)426-1457 -%'"`%/_�,jr-';'�i;/_�-�'-I��=_',_=---_--`-�•-�ia.i``-�''<J i '��'//'.�,��--'�1-��/�''�;/»-:�-^to`o--ti-='---__«--r_-=--�=.--�Ute1w3e_5...-1�4_5--_-.--�=_7-"F�=-_"__-"__-___~_�_y-_ ____=.;�u\1\- r�`_.T_==-_=_�-_�-��+-1m3r_5r,�._-T�7=s-.\ate^-�`,..•'����\\a 0�\ i x\ \ O x-7 t25.6 C £S I 3.7 Foleey&Buhl uhl En gi neeri ng,Inc. 9StrESge24ingx r130� -_ ] GaeeUtto ` MA 02472- � - � - 0 , --- ---_ 617)926-950 FAX(617)924-4467A 38. 7 A ' \ Company Richard D. Kimball BENC ARK 200 Brickstone Square IRON ROD Andover,MA 01810 c---.\\\ a--_ - i - ���� \ a`\\� ,�-• � 4� EL V. =!135.7 ILKI X/ 978)475-0298 r / / / «,wa-'�``'_-- !! 145•- _ \ \ __ --------- _ - i�,.as �� f ��y� \ < _ \ {'� ---- NCV.D. 19 - / ^'� X11 \� `\\ \ �r _- ( ) 2 AX(978)4755768 / y °` C AT 24 __ Robert W. nc. \\\ Irl t Q7 -- A-0 : i `Oi •lel% \\ O� Sullivan,1 'i- --155_ _ a`° A A-� 15 �i.� Sg F 1� Plumbing Engineers _ Union Wharf-Unit 302 ( --� - -0 ."a' BARBARA J. NEIL '► '�``„= �i''� \\\�� �\��\\7P\\\\�\\�«,v.r'--w . 4� ..ia \ , / �t� - R. WA NEIL x I'+a. ` _ ___------_ Boston,MA 02109 "<'+� ` aim. BOOK 1502 PA Gf I N.6R.A PLAN No. 12 (617)523-8227 7- 'r'-`$-�_ ' / / /$<•5/ / / / / / -__-.'•+.� maw '` \ / \ �\\\\ \\\\ \ \\ _ \ �. v-� i 'i _ NAP ro4e car<s ( ) / / _ -_ _ _ \ �( 4x3 a6., Thompson Engineering Co. Inc. / ' `' ' `/'� ,/' x FAX 817 523 8016 -----156 -ti,, \ - \\\1 l+l', 1 \\ \\`�� `- r"�,�`° \ � y '��/� / p,ly9•,.a, 1aiQ g -a-- _�°°` ' > -- �- 1L�0 ® Street ' _ 7e, a 4.1 �/+ ! / / / o I I "�j` a�a*i3+.1// /•'/\ �rw' - «„� , / «,Aa, �,<:., \\ \ -' i- \ \\ _-_--_ T / , E(eytr cal Engineers 160 North WashingtonI / '%�� i \\1 ,..�,,\ -_--- ----135 i.ua ' moi, %�'S.+' '/ / / i i Boston,MA 02114 \ a,ee / 5 1 la 1 1.,4z \_'•�^ � -\ / � /// / / / / v °., • \+,aa, �y, 15 // t •����-\ w.> / x 617)227-6818 /��• // 1 �/� 3 '���` / •�/ �'%.o + ' \1 \�' \\� .\ Dy�ZO 'C .46.80 s AX(617)227.7561 a"lue I 1 1 1 \ ,�y°,;r-:• \ \ li r' •�&d / / / - , r,o L•la7 Ok°t - xiL ,t - \ r t` _ I / 7fJ x ° Moyland St Gary,Inc. -" \ \ 56 Roland StY9et \ /+ /a/ a,esoz, EXISTING DWELLING ) / AS PER eMaw / / " , • / / Dr oJ-°# °a"I° \ \ �1 \+ �\ \,,,� 1 �1 �T 149, Charlestown,MA 02129 PERC OJ-4 I ++•a \\� 14 ;\ \\ \ 1 I x 617 776-7600 S- asp �` v v �A D 9C3rB°° 1 I azo AERIAL SURVEY ) ✓ / - �ss. - / � +,•, \ \� � // / / � _ \ +,a..� "'.j • 1 «4a �� �_- -\�\ ��\ \ \\ 1 l I I+1 Ir t I � 1 / s5"2 ` �AX(817)776.1075 ,• / / �i � ,w eeeu/ +,au / \ \ ae` \ / +,a/.e / / / 'tai' �� \\ •' +,ey.a �89 -\\.,,<a \\ \\ � �y I I • �\� Schofield Brothers of New m N�f 153.8 r x \ England,Inc. 107 Worcester Road 'I \� \I \ 0 COU£L/NC. r TARD• � lsi.o \ -„� Fra�i ham,MA 01701 \ ,ax+av+,eassz-, /• ,n.a / \ / i \ \ \ ssa A as AREA = 28,<S< ,xi ° g° {e o a i __ \\\ \.\«,BB- / // / I I wA I 0 ng r,aa.a - -__.�J_''Inas_--- / ' 1 VI "�f ' / >a' / o \ \ • '� a,ex. _ B-1 en, � /' xi \\�\\\\ Q \ / / // PO4 / BOOK 8 PA(JE x _ ) + / \' 1a- '' / / / / / • �' \` l /+' / N 4AP 40 or ss \ AX(508)-00301797 \ \\ \\ \ / / / l. '` • {,ssa ' +vs.z - ua ° E PERC 0� // / - 1 s,z,\i \ \ \\ l 1 \ / / 7 / !W.3 \\ r STING u ' Crabtree McGrath Assoc. Inc. xis \ 17 _�•_ AL URVEY FoodServi ce Consultants EEV. 1AER 5868'N V AS l .9 100 Cummings Center,Suite 216 C Bever MA01915 (N.C 119) W /�9'�[]�'\ \\\\ \ \\ I \a, / a,exs \ h I,y4 / \.,aa°I a amA ``` / j u..f \ Zy., \ 1 ww w,e/ 7c \• 1 �� �9(/!/ , I / / 7 T..a\OJ\- �Bk„s\ / / �\\ \\\«\,sz\a\ \ xi, Q\xi. +,x.,/% +'ay°I•i9 1'I I a i I I .,a,-.e``�i /150''\w'�, \\\ 1 �, / +•\a.la \ - / �I \/�°'//, / yq,Lsx�1 I AP7X8) 32-1122 T 0 2 IKE EL-1483 978)232-8 383 V-4 OT 03«,aL O1P _ +a. \ C `_a 1a,v1 I I I ,' �/ \ \ d�\«,n. / a/ iF.e. / / "\".�'/�•�d°1 oif' ' 7w. � \\ \� �� A e SEES 1 SETBACK` I •, /\ +/ i\ \ \ �\ \� BUFFER. aaax v,; �/ 43+' / / / / ���/ / \ \ 1+' g, .a� I I I� KI / sa.�� �•// h / 03k9 d„� \+,a / i r l 4. ..6/� \ \ /// / \- \•, \ I J, ,a..a a4e/ . , \ I \\ \ xi ,'z' -mu.@s \ (WELL 4ti PVC �+1, ' �/ ! L \ •ya..o / .Fs, \ 1 A / /au,, a / // /4,aa/ / .i' %X14 \ \ 'Af_1WELL 1399\� • / + \ � = � �«1��\ \ \ \ \♦ -' /�/24. I_ \ ,?„ • .1+ z1 I � ��' / � aael I \E�"'a.�'� �� / -' �� / / � 1 4' x tl� �� �„x Par I / �\ \ a � \ _� \\ \ \ � � / //`-�/ ��, /��c-\ ` \ \\��" I / \ \\ � \ ��b /l�P(i/---� \\ l / l r� 1 1\\� 11 / \�_ `/ ' / � ✓. 65 kid+'x ;175 w,r1&'- I7 / 1 ZONE V ' / / ♦ a„1e 1 � i I � I I p + I- � I � O l //7•/ �/--\ /�� \ 1 J l / N '\ �,{•f I � //'�A' // �t M19,' � '°" / / � Y � �A`� � � / / / ��♦ l I AI a, '� a(' I • I ' ""-kxz �i � /// i ���i ssw � // AAA �� � � �..u,.o �� \ \� / / / •' ♦ «,axe 0 \ rte' I � / l /� ' P i i� i , \\ _.-••="� �� - ��,'\��_� 50'.N9' �� T'.y,.e I � I (' )°'I I � "au I / uu \ I / I \1 J,�1«,Iw.f\p�R'�pJr /,!/ail l/,�/ �q - �� / X42 ,�/j/�.y� \ \\��\h\\- ,.,.a/' � � D-13 � '^� \ \ \\- �URB�*ANE ':57A / / / A.,. / /I+, /!+'.�e i I a,.o / ,axa /�/ / -----/ I \ \�' \ 1//// �g,f•i0,3�/ a,� / //,'i •+r,.`.� ' ' � /��H i-\ \\ \3` . / % D-12 \ \\\ °� 5' -' / // / / /� , f,axa / a s •Q \ ���4///// / /ik9" ^3'y/i'' 'r°y , D_14 \� \ __ __-•�1' '__�� �� «,.s / / ' ,4t+ .a4\ \ \ / ' /1 I!- /� / l/ !6v xoe. - / sf/ / 't) �i��s'/ /�i i' ,� �\� I i x., NSF e\ :e:° / I�'"c� ' off°'�< r i / ''-'I"� ✓+�fi%/ D-15 , / D-11 ETER 0. K VER yr 2KEIVER \ I {��� / w1-1 Vi �' ,w +Yv � 40.4 / 1 D d \VAVVAA / Inv✓ \ -i B 0-1 -22 \' \ 2 \\ \ \�\+,ssa \\Aaao • / `we em /I l/ !''iXwS�y /t.. ,'`-� jI D-9 x 6 g�,_ vv II- / I $p� c a lop" 1 \«'W 1 \\ \ au., \ a,w.. BEN Iq l �1 /s i // 38.4 �f x \\ \\\- a.e1'�, X-11 u OLE�s ee, �••-\ \ / ` \ \ % x 151.0 ✓ SPR E .93' fit' \ \\ 138.4 � \ \ \ � �- / -, 'n� ..\ ` Date: 21 APRIL 2003 EXIS G D LLINC - _ D- L ,*A 4/ . x ERIAL SUR Y a.9/ / , /++ Drawn By: IFC -- `4'(00\ . `Wy./ NIyes P v' \ ---- 136:4 AE/ \ CAS N DZ 8 O .c �pQ`/ Scale: 40 80 xla7a x i45 138 I/ rov /ice Revisions: BWG ,� !`1 n.1 4D.7 � /' \ Number Date Description x144.9 x145 �1 179.4 \ 1303.2 0 XISTING DWELLING AS PER SITE SURVEY tyga_a ERIAL SURVEY w• /�//9. // // a�1 _ x145.2 // /// 1 /l />/i/ii.o LOCATED IN x 139,3 ) / � , NORTH ANDOVER, MA. sae „/ xta2.1 1 S?738"•'� \ \J ,/ /'.11 PERPARED FOR x139.2 - --_ OSaD THE TOWN OF Site Survey `�.x 2'�-30'SfTB CUTsZ78' ' x �INC(n�,ogle'9. 3' x =fie /+' /�(/� \, pt„� NORTH ANDOVER South \ 1 x 140.7 '-` J \ I I '�! _ 1t ow 1 / /�•'Y` l •i"MiCNgg , 40 0 40 60 FT s / / da' \ roo 91.Name: / � 5 x,395 x 40.2 li 15 • ,�,a/ / �le,.a �e� 'I- SCALE; 1" = 40' 'r�� x 141.7 /' // / In,., x '' '/ CHRISTIANSEN&SERGI P°LAND SURVEI'ORS EN°I°'E x139D � / . 'xi° FOR LEGEND SEE DWG. 1.0.3 M SUMMER Sr:NAVERRILL MA 018JO TEL 076-573-OJIO 1 .0 .2 0 200J BY CNNSTIMSEN t SENN W_ i MATCH 7 LINE x,«.. x Line & Symbol Legend FOSTER :YG.L I IPF • IRON PIPE FOUND IRS • S/e'IRON ROD SET WITH CAP FARM 122.5 x O DHS • DRILL HOLE S£7 1228 22.2 "1 / ELEMENTARY I S80'S8'47"W x x / DHF • DRILL HOLE FOUND 'x121.9 x pppppp STONE WALL 11,31'54°W / N/F - - NOW OR FORMERLY OF �/ ✓ x 122.8 x 122.3 4 500 YEAR S.E.R.A SOUTH ESSEX REGISTRY OF DEEDS SCHOOL. STUDY cok � x 122.6 / 100 YEAR FLOOD EL 124.5 FROM 562'33' _ / FEDERAL E RIGH OF UNE A•�.+ / / , Y / 12.6 -- RIGHT OF WAY LINE / FLOOD ITY 2,NC£STUDY NANAC£ME Y' \ Catch Baeln / '\� 3 ,4 / x123.0 COMMUNITY 250098 FEDERAL x u hwrt Out I fM NC £MfNT A NC BERM BgRBED WIRE FENCE ER LINE Else 2 WOODS ROAD North Andover, o at.127.a' fu 3e•alert x Osv.•t21.71 S69S4'S30"W � g E-12 ----------- j : 4� / Out s �- __- .SQV M BS00 x 122.8 x 122.J x 122. `•y\ Invest Out w! ��t21. � �0 RCp,�,_`` �'✓� x 3e'Culvert -1 .67'1 at �_ -16 E-13 9 DEEP TEST LOCATION PERFORMED HV .32.3 Elev.-12a70' m. 3e'Culvrt E-i E-14 SCHOFIELD BROTHERS ON 1/22/03 MA l I B PERC TEST LOCATION PERFORMED BY -17 , BIRON R D SCHOFIELD BROTHERS ON 1/22/03 IRON R00 AJ Catch Baeln `➢'0 ti � '� /' x131.0 I I x123 E_ E_15 E_g CLEV.=125.55 e TEST PIT LOCATION PERFORMED BY �f^4� iQ i"8� RI.El- 131.47 q, /? / ^"f x' .2 E-21 _ \ �; (N.0•V.O. 1929) PSI,INC FOR TOWN OL NORTH Vf^^M"lBBBifu//uss+++ �j•�r Invert In..127.15 1' �iv x3P3.a �" E-6 N V R a/ / 1 4 LrII,ited Inv.rt In•12713• E-22 E_19 Q4D �� `'_$-=v- _ Tq Dp aUA L p'TE WITH SPOT architects and 1 a n n e r s Invert Out= 126.Bs' '� x16 / '"' "`� E �0 «,zv -.� •�. I 0 EST 0 NG OCA ION p / GRADE PERFORMED BY WEBER /I E-23 •'3s°' B-12 n, ''- - E_g ENGINEERING LO G BOXFORD ROAD 87 Summer Street 0 - u��6 Boston,MA 02110 ry x130.4 $72$.62'3'W iB-13, -1t -"-"-'�_' 7 `� ,z mj X55® TEST BORING LOCATION WITH SPOT (617)426-2858 ul ti (2 28.62' oa E-20 "/ __ B-1 B- \ + i FAX(617)426 1457 '/, � « � , x., ;""7. t*f � 539' 1 ESfi NGINEERINGASSOCIATESASSOCIIAT S WEBER • °/„� S73'30'36"W \ 8-14/ -- - _ '-- - n£clnu0us TREE Mme' TCH /, LINE o 19,96 „I ��tig / ,ry// `=. __i\`` e-e_ �7 X30 ' Foley&Buhl Engineering, Inc. d' K124.8 ` 20. 0 �- / /• ,' / � Y1p`, i�� �� "• ("' �. �•'��f"""- � a CONIFEROUS TREE Structural Engineering \� ` x126.3 3-15 /- //// __' ` �.\\` \ ' - r /�� l _ 9 Galen Street,Suits 240 128.7 I \ BENCHMARK (NLG V.A 1929) Watertown7,(926-9150 MA 02472 WETLAND FLAG LOCATION AS PER FAX 617)924-4487 A /• / / I ANRAD PLAN ° 4,• �\y ` 16 / /,/ /•I/ / s \\ ��.0< - -�_ � '/°,- „�• �� WETLAND LIMIT/ WETLAND FLAGS *` n / /�/ x� / _ Richard D.Kimball Company r WATER GATE VALVE 200 Brickstone Square _ x127.1 ,/ �1 / l l '•"r✓ , \�,a�\ \I \ -' ' ,. EXISITNG FIRE HYDRANT x 128.8 1 ''� 7 / // 6a1E h I , �' \ 1 k �' '- Andover,MA 01810 "'/ / /49'QT laza•�x+.1n� 1 'h'I <' ' ' �" GAS VALVE (978 475-0298 5,`+� �-; - _" FAX(978)475-5768 A \ / a� WATER SHUT OFF B�8 /f( // // / I �` ,/ I I 1 _-` /'•, f,/ i' •1z1 Robert W.Sullivan,Inc. l-� PERao3%0 ,' ' -' / - - / W WATER LINE Plumbing Engineers or Union Wharf-Unit 302 C GAS LINE Boston,MA 02109 A AL AL dr WETLAND 617)523-8227 ( ) y L=-•�i*I / n / MITORING WELL (g" PVC) Or .,� _ �I y STUMP AX 617 523-8016 / ��\`S \• 10A J«, / / \ / TOP 11F WELL EL= 39.54' / / «,.,. O SHRUB ON I / 1 / GRAotT wEu ,�s.e' // / // j� ,' ,�----, Thompson Engineering Co.,Inc. DECIDUOUS TREE pp gg Q Electrical Engineers II g , , ' �•' o ROCK 160 North Washington Street �� EA 2.028 CR£S r.,\ , y 1 �' / // // / // ,/'i CONIFEROUS TREE Boston,MA 02114 B-2 // / too'BUFFER ONE `/ , / / / / / / �� ,, ® (617)227-6818 A /1` 11 ,�' ,/ // / / / , `` MARSH SYMBOL FAX(617)227.7561 '/ HYDRANT � 6ORolaand Streetry�Inc. I\ I I / T -4 � / / / o CATCH a4sIM BENCHMARK / 'r� .0 - - 2 / �• 1 . / /' ' /,�4�,w., �' /' / / / / /* , - _ o UTILITY PCLE Charlestown,MA 02129 HUB d TACK \`o+ / ' / / /; ' srArION j'r ' _ C_ I c� \ // / ,.,.,-I„y/"��"'/1 y/// YARD LIGHT (_617)776-7600 fLEV.=140.25' /1 -_- _ + Ronn slcN FAX(617)776-1075 (N.O.V.D. 1929) - \,, ❑ RESIDENTIAL MAIL BOX / \ / •„'A / / / eil.�"' m UNCERTAIN OBJECT Schofield Brothers of New v / �. / / � Y / / f, •' ., England,Inc. Q \ C-3 - • \ A \ \ / r / ,,, x723.8 SPOT HEIGHT 1071 Worcester Road " A \ \ \ \.,,, u„u> Framingham,MA 01701 C-4 52'14 \ \ \ \\ \ \ \.,ar 4w, t�.n, \ \ \ a,w 7 \ ,\ \ �\ \ (508)B 9-0030 rJ3,�' \\\\\\ \ \ \\-\ \ \\ \\\ \,�a 500'RIPARIAN SETBACK 100'RIPARIAN SETBACK FAX(508)679-1797 11 •, - \ �• `\ �,y ( G'k D. 11929 \ \ \ \ \ \ \ `1�' 200'RIPARIAN SETBACK 1 25 NO, \ 207 RIPARIAN SETBACK / .\ DISTUR \ \ \ \ \ \ \ \ \ \ \ 107 SEPTIC SYSTEM SETBACK Food Service Consultants II \ - - 107 SEPTIC SYSTEM SETBACK 6 BUFFER Crabtree McGrath Assoc.,Inc. �=\1 11�/ Y I \\ \1' TONE C 5 \ \ \\+x, \ ,\ .a.t \\ \\ \\ \ ��•�� �� \`�\\\ 75'NO BUILD ZONE 47 \ \ \ \ / -- - - 75'NO BUILD ZONE 100 Cummins Center,Suite 216C \ 50 NO g BUILD ZONE \ \ \\ \\ 7 \\"a�\ \\ •„u\\ \\ \\ \\\\ 50'NO DISTURBANCE ZONE 50'NO DISTURBANCE ZONE BeV@f MA 01915 �• a,q.\ \ \ \ 30'NO BUILD ZONE FAX(976)232-8383 ' \ ��° ZONE 107 BUFFER ZONE F 57 NO BUILD ZONE 1 I x 132.9 - + / I I \ \ \ \ "^•616 25'NO DISTURBANCE ZONE j 25'NO DISTURBANCE ZONE d08'/S£PDf,a1 \ -145 EXISTING CONTOUR - L/ \ SYSTEM SfTBACXI y wo \ „ - .. - . . -- .. - HATCHLINE N l l 8 MARX'. �` I C-7 50'NO �I` /`// ,�BUFFEIY Ir' \ * \ _ - _ _ ZONING SETBACK LINE xl., C T WE l ,1 BUILD ZO \/ ., •1 / * \ I 1 SH * `�\ / / PERC 03-12 / •------�__-- PAVED ROAD 50,27.. \*\ I \ m,'� \ / / 1Y /\y/.,aw'0 ,.D r 0j-;2-d,� I/ I 29) I/1�iDp/ / V __-"•�' / \ � X\ DIRT DRIVEWAY x,a // *\+ C-8 I\\\ �I 1�pONIl OI�I;JLT`WELL VC)-_L\ I / ., ! \ - - - CONCRETE WALK TOPS O WELL EL'--14 / /A'•1 _ GRA�k p,T°p I_L 141(40\ DIRT PATH OR WALK j I ' /x a*\+\ C-9 ,\ C\'4uf, I .3/ \ �+x \Il \ �\ A\ BUILDING 10 -12 � „"• / C-1 \r\ •' \ 1'\ \\\\ \\ \ ,.0/ / BUILDING DEBRIS OR RUIN �z 8 1395 C-1\ *`\\ \\\\\\ TREE LINE Ri 1 II1 1 N/i \ + w �� ` �l\\ \ I SCRUB LINE ' I I ELA NE B. FIN RY ♦ *„ I D-11 SHRUB LINE d \ USTEExOfBRfAR FARM TRUST) C-14 `\ \\\ / �/ 1\• LAKE 141.2 SJ A0E 155 1 \j 11 \ 138.5 N.E.RD LAR No. 1878 ^j / / \ \ , I 146.9 \+ 1 � RIVER 104D LOT< \.r\ I( STREAM X 140.9 136.$ 1 I (,`_16 \ � \\� `� 1 � _ MARSH LINE \� yvi4,A x I i x 140.3 x 138.7 ,PITO CsQO Jk'�' °1 \ \ \ 11° 0 -x-xx- WOODEN FENCE 21 �� , 6f, \ „ h`\\ j�-T METAL FENCE Date: 21 APRIL 2003 z 1 \I III xta6.I BENCH IARX -19 ` \ _ \ I' Ib, BARBED VIRE FENCE N II xtao.a xtaL9 HUBSTAT H pJ D 3' ° .4 D D i ' g ® 9 GUARD RAIL Drawn By: IFC rol \ \ ELEV 137.68' / / $Q 4A :a « '�=2- x'� :, %, / STONE WALL Scale: ° e ° RETAINING WALL ERMEDIATE CONTOUR Revisions: BWG x t37 N47INT '23'22"E I 'B� r 'l 'ij� /i y i' 8 � 160 2,2.05+ I �� �•��� a INDEX CONTOUR Number Date Description j c�` I I .,► \ -� N48'39'38"E 28.8 �� l r�f��4•Y� ij ��-`==,: •1'�' + 37.0 499"�16 �� SITE SURVEY BENCHMARK I HUB A• rACK III / �;,yy, f//,%�i�, m `\ LOCATED /N STATION J4 ELEV. __,'"- /;�'r�l NORTH ANDOVER MA. (N.G.V.D. 1929) 'r.V b i A � �`s.3 V �i 40- ,.. ,/ / / _ //� _ / ' /� nln PERPARED FOR �� '�,O �I IIII I! i- i 3 ` � ; 20�° =_:;=� - ,- e THE TOWN OF Site Survey `�'� •'. -` NORTH ANDOVER North �OI�� l 177 �•e/ // / / OF �� F1e Nemo. SCALE: 1' = 40' i LOT C 331 CHRISTIANSEN&SERGIPRD roS�RJ"� 1 .0 .3 AREA = 6.f61 ACRES 160 SUMMER ST, HAVERHRL MA 018w TEL 978-373-0J10 © 200J BY CHRWMASEN k SER01 INC. FOSTER FARM I ELEMENTARY 1-1-1f X:4e.9 SO i �o7� . EXISTING DWELLING \ / SCHOOL AS PER AERIAL SURVEY x1493 u.*at u,R/em/ss/ �«,�i jA� --'--«,�4 �sM. _ ��- - North Andover, �C1Y 0 CN T J t53.� � \ 148.3 /\.ae^'a/� � W/R°� X.d•.__ r - %_ ,� MA :,. co ARD s1.o 0 \ 4e9% /., vx° W ;y r�J u" BOOK 9 PAGE X O \ / ' -M- / 1uP to OT 58 W.3 ' �! I IST NG to - �!l AS E E\ „a / \W x:� sf j85.0 architects and planners / /' I •Op I AERIAL URVEYto '���'r7 I �n �D«r V A�\ \,\\ \\\\\\\\\\`\V\\\\\`\«`nA\\, \ --�A`\`•\� m • /l,.xo J "4-- -�`Wh�- ^>s W - ' Summer Street 48.7 BENCH Manx Boston, 2110 / UPOLE/5229 6 58 P.K NAL a.44.9sC IKE 1=14483 OT-2 \\ (617)426- 1457 Foley&Buhl Engineering,Inc. �1\1� «�4. W 5250 \ Structural Engineering 4 � r�w _ _ 9 Galen Street,Suite 240 yak°// �` --a ':v\ \\i \\ \`\� \\\\ \ - 4,u. /�' W 2 \ Watertown,MA 02472 wE\(a� 617) 17)9150 9224-4- / AX (8617) 4487 EL �� wu=, e.sc rc » ' �y' ir �r e� \ Richard D.Kimball Company 200 Brickstone Square Andover,MA 0 18 10 414 o. \ 97$)475-0298 - -/\ /- \\\ j /J l�/ N�� �•1�I - G'us ', ;Wp16R'f� /� \\ „we 3 �AX(978)475-5768 Robert W.Sullivan,Inc. 1> yeJ_ - \ _ Plumbing Engineers D/ ;'�/' �'a�-. � - - ---��--� ��� \ \I \ \.,a,, Union Wharf-Und 302 6✓ Boston,MA 02109 (617)523-8227 FAX(617)523-8018 CNP Culve ` /^ / // •y ,j/ri�j- I 1 \ PETER 0. K VER AMEL4 C KEIVER \\\I� r` ;r 8 �,..k// qi '�'�'- est gThompson Engineering Co.,Inc. Electrical _n meers /1411 Invert 160 North Wash'in ton Street �Ta /IV -6818 s, r \ / 4 �� ow..i33.1x Boston,MA 0211 Line & Symbol Legend FAX(817)227.7516�/1 \ 1\\ Baf qoA i l � �'--` '`,y 100'RIPARIAN SETBACK l00' RIPARIAN SETBACK '7 r U�TOLE 15 r \� / IPF 0 IRON PIPE FOUND 56 Roland St Ga Inc. _ 'ANBAC� 200' RIPARIAN SETBACK ^�` \\ 100' SEPTIC SYSTEMSLESETBACK Charlestown, 02129 eet X148.9 X1510 � �SPIK .9S• na -\ � \•,a4 IRS 0 S/8' IRON ROD SET WITH CAP 100'SEPTIC SYSTEM SETBACK 6 BUFFER 776-7600 EXIS G D LUNG ,rte- ` hi16`/\-`rt. ,�"50��� PE / r `ltj "-• DHS 0 DRILL HOLE SET _- 73'NO BUILD ZONE �6AX 61 776.1075 / F f 75'NO BUILD ZONE T K ERIAL SUR Y 4,$4.9/ / 4\ `•_' Dti 0 DRILL HOLE FOUND 50' NO DISTURBANCE ZONE ( ,/ (\.1) SO'NO DISTURBANCE ZONE. ` � TONE WALL OR FORMERLY OF 100' BUFFER ZONE Schofield Brothers of New 'i46.8 , ,r I «,a+� _ - 100'BUFFER ZONE O x:45.0 w _ - / \I `l� g S.ER.D. 25'NO D STU BANCENZONE 50'NO BUILD ZONE England, I SOUTH ESSEX REGISTRY K DEEDS Q 1W0 ester Road 147 8 155.0 PM BOUNDARY Framingham,MA 01701 1 _\ / I / m - - LINE 25'NO DISTURBANCE ZONE ( . 2ST -- -- -- RIGHT OF WAY LINE .. . . MATCNLINE FSAX)(879 1797 -143 EXISTING CONTOUR -0030 ABUTTER LINE -- - ZONING SETBACK LINE Crabtree McGrath Assoc.,Inc. x 144.9 ,Y alit e/IA11111 p1' 1 --�•-N-- BERM/BARBED WIRE FENCE _ _ _ _ __ X 145, 3 / //�1 PAVEDR❑AD�/ 0 = WOODS ROAD Food Service Consultants xISTINc DWELUNc sas o !i /i/ ---------' 100Cummin sCenter,Suite216C � DIRT DRIVEWAYAS PER /q' DEEP TEST LOCATION PERFORMED BY Beverly,MA 1915 11p0.4 ERIAL SURVEY/ / I rr�/} " (/////// \ SCHOFIELD BROTHERS ON 1/22/03 CONCRETE WALK 97$)L32-1122 KU5,2C \ /1 / / 4 1 \ 8 RERC TEST LOCATION PERFORMED BY - -- -- - DIRT PATH OR WALK AX(9741) 2-$ 383 SCHOFIELD BROTHERS ON 1/22/03 TEST PIT LOCATION PERFORMED BY BUILDING PSI,INC FOR TOWN OF NORTH ANDpVER ON 4/p9/02 3f2 \3 / J/;y( TEST BORING LOCATION WITH SPOT GRAD PERFORMED BY WEBER +\ ENGINEERING ASSOCIATES -� -- -- �- -- - BUILDING DEBRIS CR RUIN OiS 40 U/P 98 /j/��/ ALONG BOXFORD ROAD CUT 31.78•, w // //b / issa TREE LINE / .7 «' , \ - 253 \ tspLQ B4 TEST BORING MED By WITH SPOT SCRUB LINE ,38.9` J x / / f� n ENGIGRADNEERING RING SS IA WEBER SHRUB LINE ENGINEERING ASSOCIATES DECIDUOUS TREE LAKE RIVER CONIFEROUS TREE STREAM 15' r / / � BENCHMARK CN,G.V,A 19291 MARSH LINE L� / 4,y / WETLAND FLAG LOCATION AS PER WETAD PLAN LAND LIMIT/ WETLAND FLAGS x139.0 / s ' Sao \ -x-X-X- WOODEN FENCE I / , / / w4 \ WATER GATE VALVE EXISITNG FIRE HYDRANT METAL FENCE 214 � - BARBED WIRE FENCE >1 GAS VALVE �AGUARD RAIL WATER SHUT OFF A X139.3 I \\\� III\I ,m.a �� \ / / - STONE WALL LINE RETAINING WALL W WATERe w 4 ,5•Ira,Culvert N \ I / G GAS LINE Invert Out /� 255 INTERMEDIATE CONTOUR ,Q R / Ele' 142.11 I \ 1\ / / \ +�•+� +1Yr. WETLAND I' In 411 O STUMP 160 INDEX CONTOUR an CuNart X139.4 Ir // \Q,Y,=T4s.as \\ p SHRUB DECIDUOUS TREE Date: 21 APRIL 2003 Il / I I 1WW.J ROCK Drawn By: IFC CONIFEROUS TREE Q 40 80 Y MARSH SYMBOL Scale; - - r---� ,�' I (/I \\ +'�• 0 HYDRANT Revisions: BWG 2SB O CATCH BASIN LLL !0.4 o UTILITY POLE Number Date Description x.v O YARD LIGHT + ROAD SIGN 150 3 I ».. 3 \ ❑ RESIDENTIAL MAIL BOX Ir -x, m UNCERTAIN OBJECT SITE SURVEY , 1so.4N I \p x 723 SPOT HEIGHT LOCATED /N NORTH ANDOVER, MA. PERPARED FOR THE TOWN BOXFORD ROAD iIf i11171 a'xi,.,„,- � NORTH ANDOVER ROADWAYDETA/L 158.5 ,�, r N, I 40 0 40 80 FT 237 Of File Nems: cHA& SCALE; 1' n 40' �. ep No PROFESSNJHd1.SURVEYORS ERS �ENCH MARK ,60 /j 1 .0.4 OLE r3273. � CHR/STIANSEN g,SERG1 ��B�R�YO� CUT OCE EL,-158.4b too SUMAOLN ST.HAVERHRL MA 014130 TEL 978-.773-0.710 �u I 0 2003 BY OHRISTiWSEN t SER01/tIG i i i x x:493 x148, 1 FOSTER 154 9 122, O 153.3 / x12.1152.6 x;47 O x FARM ((] x150.8 x x153. x149.1 ° :aa� ° 1ELEMENTARY X 47,7 217 SCHOOL - O O Q / ° x 2:9 ° ' x' x,3.6 ; t3 North Andover, II 121.9 x1222 1 9 11 \ I x134,3 MA 300 YEAR FLOOD EL121' O FROM FLOOD INSURANCE ® � [['' }`_ ,- p►"I"_'�"- V l STUDY COMMUNITY 250098 x x16t.0 ' s /fMY�7G0 !LEilaGt� {'IVVYi�l/1Z 12.6 I FEDERAL EMERGENCY 5 O OI.imihed I MANAGEMENT AGENCY 122.5 z3x 0 x12 = O I architects and planners x3.0 x 87 Summer Street / x 122.0 122.3 x12 132. / J Boston,MA 02110 x122. E-1 LOT B , x13:.8 / (617) - � •/ x / 1225 � I FAX(6617)17)4 4286-1457 9 E-2 AREA = 36.887 ACRES O x Foley&Buhl Engineering,Inc. Q v, 123 Structural Engineering ,� BENCHMARK x12 c4T 9 Galen Street,Suite 240 IRON Roo A-22 BENCH ' � Watertown,MA 02472 ELEV.= E-S DRILL HOLE x . .D. 1929) 0 A-21 xl SELEV.=117.07' '�- I / (617)926-9150 (67)924-4467 (N.G.V.O. bO§9 100'RIPARbIN 124.6 x125.4 .2.5 023.5 O I i , \ Richard D. Kimball Company 125, V x132.2 200 Brlckstone Square x Andover,MA 01810 _ -4 - 25 x1246 x125.0 �1 F978)478 475-5768 39 A-14 12ar X\y x;26.3 ' 1 \ \ t\ ( ) _ �J v ` Robert W.Sullivan,Inc. -� ` ' 2s' NOD x125.6 1 x 537 1\ Plumbing Engineers 35 30 x.=<s \ Union wharf-Unit 302 L Boston,MA 02109 5 3 A 0 \ \ FAX)523-8227 (617) ES 523-8016 140 � I RE = 36. 7 AC «33 AN 136 i \I 1 ,fig, Thompson Engineering Co.,Inc. 45 I Electrical Engineers 4o O all ARx 160 North Washin f00' BU71 ton Street IRO! Boston,MA 021FFER ZO 357I 0 I (617)227-6816 V.D. 19 ) \ FAX(617)227.7561 ,h _a , �� , •�;3 Mortece&Gary,inc. 56 Roland Street ao.s 55 +R. WA NEIL x Charlestown,MA 02129 4'.2 ° ® 2 . 3 BARBARA J. M NEIL (617)778-7600 -D BOOK 1502 PAGE I 42 FAX 617 776-1075 0, 1 8 9 14x3 x146,1 N MAP roe LOT as 1 ( ) ,a3.c Schofield Brothers of New «t43 2.9 .S °� ®♦pa! « 155 55.7 {,t 't «1327 tazQ England,Inc. 1071 02. r Ss.t�a def , 7. Worcester Road Fra Framingham,MA 01701 (508)879-0030 a 2.9 56 5 6 50.4 x FAX(508)879-1797 s TI`ado 3 a /� 1464 �r� Crabtree McGrath Assoc.,Inc. P_8 "..�'°° d" ®' ® 2. " 1 «1 4 a 52.E I � ^ 142.9 52 r \ . „r c3 �"f " �, ,3 B .� `/"'ic, x Food Service Consultants � « 5R2 � EX)Snwc DINE__!vG 100 Cum min s Center,Suite 216Co.9 AERIAL SURVEY x:493 BeverMA 01915 « 5 .4«1 3.7 55,. I 0 r 03-'4 36 978) .1122 «1AX (978)232-8383 .46 � ax sna � .1 .5 + «153,8 8.9 �' '15 �" .48.5 \ «t .15.7 6 � .147,2 ,� .t 6 78 � 5 . � N x153.8 • 4 «ux '152.8 .1 1 3.85 ewe D MAN C, T 49 .6 «ti 5 & V ✓� �A 5 J�COUELlNE TARD \ V 3.2 B_a o .15 5 .1 a.8 VJJ .155S.3-J ,d�¢,55. •'56. 1 4. B-1'�'6" , 151,0 6- AREA 28.454 AC51 , .t53.4 «1S �3 jl :§}.3 O \ i ' 4 1 .+53.5 .153. � «15 2 «1 3.7 '54,1 A `F AERIAL ORVEY � t R amt \ $• a o «1 4 1 5� S 5 55,0 V. 156.68 1 7 , 0 I r « �P04k� 1 1 -1 52.8.152.2 -I B 2' ��•` � � 1 � �„• 5. POLE Mszzs ..48.7 74 �r 15'.11 \ «15a.a .156,0 / N a. 0 � 4 � 5 I � 402 ` 52.9 �p cu ,KE EL=taa,93'r 42. S � \ \ I �I .t 15 3, ._ �5 i ° - 9 aQ� ...a •a9. «+5 3 ,,55. a « 54.9 56.1 «, \ 7P-1 x.i' 6.4 • 143.0� .6 « , .142.5 } �+ 55.7 0 7,8 0 9 1 _1 Q �� •t ,xi, ,a. 'odt « z« �K WEL 4 C 1 � � _ " /"� 154.5 2 154. 7sS a 2 B T tg E 7 BACK UFFE a5 4 7 2� 4, ��56 50 " " L_ 11 NN-1 UILDaZ .1 .t 04« r r4. � a 50 NO a 1 «15 .3 52.6 I "N aA 3 6 7 «1 / 41.0 N TU 5 15,,6 \ s 6 Date, 03 June 2003 4 5 a1 s ,4 s. X53 9« s° 6 •° Drawn By: IFC _ N F I I 0 40 80 I Scale; 49. p I •5• AMELA C KEIVER� '.. «151 1 MAP ,04 LOT 57 251 Revisions: BWG D-1 -18 D-19 .2 5 50 0 So 3 v'' _ \ Ile we-?safr \ Number Date Description w w" vF1/ 149,4x OLE +� x:38.4xia EXIS ' C p'E'_LWO 4k 4k � rl ' x ERIAL SJR EY�,.9 46k ,/•vw� +VE 'vF r ^, IF / / 146.8 �� ! H OL ELLI T & LOZ R O 14 5,1 1 x:47 `7�,r 3 .8 � � I ' x155.0 p x Site Preparation 13e.4 l wo.7 �� �< r 251 IDq :3,1 / r . Plan South V x:44,9 it r . 44 138.4 1342 *0 XISTIAV4 D RLL.VG 15 140.4 I,AERAL SURVEY x:3e 9 '4' Xip�tic�� :acz x 93 x:4s,2� x 54 9 a JJJ I Ai Sag 1 . 1 .2 .14P1 FO'R' LEGEND SEE . 3 J9 JO E,` I r Y 139.2 140' i �• N x FOSTER � ®132.3 / N a• � 122. _ FARM / at,9 I x12 LEGEND 13,201n ELEMENTARY Invert In..127.11 hwrt N..,27.16' V� " Invert out.126.66 ,,;,9 EXISTING SCHOOLII' � x Izz z x130.4 PROPERTY LINE + o � x122.1 x122.2 l22.t MATCNL/NE MATOHLINE x X O North Andover, [� x 1294 ( 150 R M A 1 12 x122.5 x.22.2 � CONTOUx 1226 � X 1 S 3.S SPOT GRADE sao^sa'4Yw zl-9 7 o.et7*W 12 a Ngfil, (^ Sal 27 54'W x 22e x.22s , for waxes 100'RIPARIAN 5E75A0K architects and p ll a,n 1 o r t3'31 j ,12z'6 100 YEAR FLOOD EL.IYI.i FROM '', 87 Summer Street .„3 1 sB24Y i z FLOW INSURANCE S7UDY x122.6 ,,„ „ Q,, X00'RIPARIAN SETBACK Boston,MA 02110 I t�-a1 COMMUNRY Z5009d FEDERAL FAX 426-2858 EMERGENCY,WNAGEMENf AOENCY FAX(617)426-1457 76' invert Out E t2z 100'SEPTIC 5Y5TEM 5ETBACK 4 BUFFER o�,_ vert sag '10-W / x122,, x Foley&Buhl Engineering,Inc. 145 MOgQL'ITO BROOK xlzz9 j nwre� , ,9 Structural Engineering 21s TBUILD s'NO LD ZONe 9 Galen Street,Suite 240 3e� � "`rt ' art 6 E-11 A. Watertown,MA 02472 �w.•122.7d ae'advw't (617)926-9150 0Iv BIRONHR �M 50'N0 D15TUR3ANC2 ZONE FAX(617)924-4467 III C x -E-17 Richard D.Kimball Company `I 123. E-21 E-8 1 D °0 14� 00'BUFPER ZONE 200 Brerksto 0181 are n"� 2123.4 r--T E-22 E 9 '23.3 978)475-0298 " E 8_12 " 50'No BUILD ZONE FAX(978)475-5768 �O 78ro2'33"W 8-1 B-11 . B_ z , E 2 zs.3 24 7 Robert Sullivan,Inc. 28.a 25'No D15TURBANCE ZONE Plumbingg Engineers c Union Wharf-Unit 302 s73"30'3a W / -14 B-B 7 ` Boston,MA 02109 4 18.86' 12 .126. WETLAND LIMIT/WETLAND FLA65 523-8227 5.7 523-8016 x1248 sa M x.2 3 2 Thom son Engineering Co.,Inc. p 7 ri al Elect c .� x129 3 Eng Ineers 1 3. 160 North Washington Street «1 Boston,MA 02114 130 FA617)227.6818 .11 X(617)227-7561 x:z7.1 7 y x:2e.9 �, Moriece&Gary,Inc, .>. 54 56 Roland Street 36 I � Charlestown,MA 02129«1 B- (617)776-7600 � '7>a .- � o ! «a FAX(617)778-1075 I ti J DDr OJ-10 ��5 -8 Schofield Brothers of New Eng 1071 Worceser 0 L ( " avc) or J)11 0 Frrami ghamSMA017701 I rvELL E-.= 39 sa' 508 879-0030 / GRAD WELL 5.6 i4. -1797 �R_o FAX(508)879 o2s s \ Crabtree McGrath Assoc.,Inc. EA z. loo•euFFER oNE s Food Service Consultants 8-2 1 100 Cummings Center,Suite 216C Beverly,MA 01915 \ (978)232-1122 \ -4 \ .1 .5 FAX(978)232-8383 BENCHMARK HUB TACK STATION #1 1359 ®� ELEY.=140.25' 4 (N.C.V.D. 1929) 5.2 t . x 1 4. "6,. «1 .4 42. 49 '115.1 3 44. K 7.0 � C-3 , Aa I N-, 0 A 2 .1 6.6 148, 14 1 �I G. D. 29 I � + 23 .39 V DISTUR 4 . 1 z � ,I I +� SONE C 5 � 137, «138, a7. I .'.4 2 X0.89 7 1.5« 1.7 Iq5 \ L 4..3- C-8 I I .� x1329 7.0 140. i l 8.6 5 .14 «141,3 t43.0 3 , D-7 C T RlKE + .2 'ERC OJ-!2 42. 0.2 - 50.27' \ 29) • \ ^w N i 152, w + D-g o 6.1 «�•a L. TO G 4D ' T LL 14.a \ Date: 03 June 2003 I 5 I 1D 9 o Drawn By; IFC - 40 80 + 36. 14' Scale: Revisions; BWG � /* ELAINE NSF B. FIN + Number Date Description I USTEExOF (BRIAR ARM irRUST) C 14 I x 1 2 1385 9O JJ -5 / crsA '� I N.E.R.D Na. 1878 X 140.9 \+ 146.9 I r p 040 LOT!I �+ I 1 I ' x 1365 I4 C.3 x138.7 0' {(`. BENCH RK -19 p_ D- Z I II I x140.4 x,41.9 6T�rl ACK;�3 p 3" 39,54 'x Site Preparation ELfV 37.68') 14 �.� , Plan North ' N. 1929 -2 w ( � I I 0387 1447' 221 • tee, N4a'338'E . 288 ' 14 :37,0 1 \ / 1 I 139.9 1 . 1 . 3 BENCHMARK NUB & TACK STATION 14 III! ' ! ELEK=154.38' FOSTER FARM !I ELEMENTARY RY EX15 TING O O L S C H 'i PROPERTY LINE i rurcxurrc MATGHLINE r _ North h And ove i .. O EXISTING+CONTOUR MA I I EXI5TIN6 5P0T b 1RADE 00'RIPARIANSETBAGK architects and plannekrs 87 Summer Street RIPARIAN 5E75AGK Boston,MA 02110 J (617)426-2858 FAX(617)426 1457 -- - �` 100'SEPTIC 5Y5TEM SETBACK ♦ BUFFER 1 Foley&Buhl Engineering,Inc. Structural Engineering ( ng'No BUILD zoNE 9 Galen Street,Suite 240 Watertown, 50 02472 FAX 617)92 0 - ✓~` ` . ., ,. � 50'No DISTURBANCE zoNE FAX(617)924-4467 Richard D. Kimball Company 100'BUFFER ZONE AndBrick Andover,MA 01810re n= ,. 978)475-0298 b.. No BUILD ZONE AX(978)475 5768 50' F i Robert W.Sullivan,Inc. W w Plumbing Engineer I .a fig'NO DISTURBANCE ZONE g Union Wharf-Unit 302 .Ww aw Boston,MA 02109 �� ® ® WETt-AND LIMIT/1IETLAta7 PLA65 F617)523 8227 I _ AX(617)523-8016 a Thompson Engineering Co.,Inc. n Street _ El ectrical r cal Engineers 9-4 160 North Washin to r w- •t u w t. Boston,27-68118114 (6 7)2 _ 1 27-7561 a ►Ir—rl - '0 _.� _..__` 56 Roland Street Morfece&Gary,Inc. c .._. Charlestown MA 02129 -Ht. �r • no m^""""a P�CJ�D F6�)(776-776-1075 6 AT— a LIMIT OF WORK Schofield hoanddlBr there g of New I er Framingham, y MA 01701 11 I w rgf' i r m r y c " 'r r,�, .•.:. _ 508) 79-0030 e N +� ♦ a �.i (508)879.1797 FAX .,.,.,..,....,.•.,,..�,.....,. J. _ �,:..^, '.. 3,` �R. _ BIT.GONG.ROAD 1 ROAD Crabtree McGrath Assoc., Inc. r - ♦ �, x�d „ W� Food Service Consultants Y 100 Cummings Center,Suite 216C �4 g Beverly,MA 0 19 15 CONCRETE'� FAX)(9978 232-8383 r• 232-1122 r � wr PaVERs +•.,. .V: ,. -,:-- -..- �;,, ...- :. i .i• = '� .- '^ ,� r S�N;hK RELOCATED STONE NW1-L a, . �• '•. ^ h' •"::- '� r �'� � .,;,•� _ �. TRAFF!G DiREGT10W BUILDING ACCESS '. i' ,,. ala,,,,: .,. , ,;' - ....-• `'. ..,, � - GATE ULAR CONTROL bATE w e � WATER HYDRANT r , L� rc TREE GRATE a o-u � SibN ti .,.M A. •, Q>�. - �,.; ,. ak -. n"a c-» p.u.♦ - � - RETAINiNb WALL u r t ♦._.�., • I h. F - „ Date; June 2003 W h " Drawn y B IFC I , c 80 160 Scale: — — , - rf o..• ,. � r M 4 , S Revisions: BW r� Description Number Date criptio Site Plan Overview FUN- _ _ 4 6-A- 1 . 1 . I�I I i FOSTER FARM x ELEMENTARY , SCHOOL North Andover, - a l MA architects and p l a n n e r s t.mc 87 Summer Street - Boston,MA 02110 (617)426-2858 FAX 26 / X(617) 1457 4 - Foley&Buhl Engineering,Inc. Structural Engineering 9 Galen' Suite Watertown,MA 0247240 I _ - �$ _ X)(626) - F61 1 9 24 4487 A Richard D Company Kimball 200 Brlckstone Square < - aAndover,MA 01810 J. 9 6)475-0298 - _ _...... FAX(978)475-5768 Robert W - - Sullivan, Inc PlumbingEngineers A-22 Union Wharf- nit 02 E .5, A-21 Boston,MA 02109 - 17)523-8227 � ` FAX(617)523 8016 Thompson Engineering Co.,Inc. Electrical Engineers -19 A- .� _-.a.. 60 NorthWashingtonStree F 44 17 —13 _ --- - - 3 1 1 27-68187 25' NO DISTURBANCE ZONE �...._ „<- <:.� Boston, 0 A-14 Inc. AX(6 7)227-7561 . uumnnn,q,,, nu i MOrIeCe&Gary, 50 NO BUILD ZONE nnuun I�!' ?sC ,: A-t,0 �- -_._ 56 Roland Street Charlestown,MA 02129 100' RIPARIAN SETBACK (617)776-7600 FAX(617)776-1075 Schofiel 100' BUFFER ZONE _.. �� England,Incothers of New _ 071 Worcester gbq 'rFramingham,MA 01701 -07 -OS A_Qi i (508)8790030 „- r I g11WNWWyl1 _ �,.fi� A-06 �'ysuo y, �Jp�nnumauur . 79-1797 FAX(508)8 I Crabtree McGrath Assoc.,Inc, Food Service Consultants c 8 Cu � en Center, 216C Beverly, 915 8X)232-1122 FA (978)232 8383 , a r • 4 \ x i , ,m ,�} i I r Y� - nnmurrrnu�°uunrr - ..� - Date, 03 June 2003 } Y Drawn By IFC Scale: �–�4 80 D-18 — hr� _ . _ ,g - au A" _ - -_ ¢ . . . ��` � Revisions: BWG D-12 _ 4 - Number Date Description x \' A20 E. 0-17 „s D-1.0 - D-9 ,m y X7 v I L Materials D D Layout & Plan South y , l � - - �o , - ua'f - 1 i .u. ��.�. FOSTER FARM _2— LEGEND Sjia' ELEMENTARY EX157IN5 SCHOOL � PRORTY LINE PE MATGHLINE North Andover, ISTINb GO NTOUR EX b D MA DEXI57IN6 SPOT GRADE 100'RIPAR;ANSETBAGK architects and planners 87 Summer Street 200'RIPARIAN SETBACK Boston,MA 02110 FBAX)(426)426 1457 100'SEPTIC,5Y5TEM SETBACK 1 BUFFER F g E 12 © ole &Buhl En ineering,Inc. taaar + �- !+ =a3 Structural En ineering E-1118 _ � 7s�No BUILD ZONE ,-- 9 Galen Street,Suite 240 E 1� E g Watertown, 02472 E-17 .�.. (617)926-9150 18 E 21 _ _- M E-8 L 50'No D15TJRBANCE ZONE FAX(617)924.4467 ti,>K Richard D.Kimball Company m, E-22 ---� ; E_qg - _ - - �:I loop BUFFER ZONE 200 Brickstone Square L—� Andover,MA 01810 - _A ._ r 978)475 0298 E-23 L3 [k 9-12 B-11 , . 8-13 O so'NO BUILD ZONE �AX(978)475-5768 8-10 g E�20 - B Robert W.Sullivan,Inc. s 8-14 a-8 .-. as'No DIST,'RBAce zoNe Plumbing onWa9Engin2ers 8-7 nh302 0I = Boston,MA 02109 © WETLAND LIMIT/?e11AND FLA69 617)523-6227 �AX(617)523-8016 Thompson Engineering Co.,Inc. z _1 Electrical Engineers 160 North Washington Street Boston617)227-681MA 08 AX 114 (617 227.7561 �. ,./ Gary,Inc. I Moriece& ` —18 _ ' ,wmnumwwauu,u� v C rlestooland Street «m, Charlestown,MA 02129 x., uxnnnmu�unmwwiuwnuw�u,u,,,,u„nnn,u„u„umnn,ax,wunaunn PROPOSED 617)776-7600 8-19 �AX(617)776-1075 LIMIT Or WORK�` ` I n..u..nauu Schofield Brothers of New B-2o - England,Inc. 1071 HAYBALEs Worcester Road Framingham,MA 01701 508 879-0030 l ; �. FAX(508)879-1797 I _ _ BlT.GONG.ROAD / ROAD Q B-2 Crabtree McGrath Assoc.,Inc, Food Service Consultants a CONCRETE PAVEMENT 100 Cummings Center,Suite 216C R� Beved MA 01915 µ. 23 -22 - 978 232.1122 - ooNCRETE uwr PAVERS AX(978)232-8383 _C t. ' od N ....c RELOCATED STONE WALL —2 TRAFF :.___ I C-3 1-- IG DIREGTIOW BUILDINb ACCESS C-4 VEHICULAR CONTROL BATE li GATE -- ��C-6 - WATER HYDRANT TREE GRATE SCHOOL 516N i i L i C-7 - RETAININb WALL w C-8 _ MN .� C a t p - Date: 03 June 2003 l Drawn By: IFC 0 40 80 A Scale: �� Revisions: BWG Cr 14'° iS t Number Date Description �. C 17 C-2C Q C-19 D 6, 0— 0-3 4 - Layout & Materials t Plan North _- - �T Yq — D 1 Fn.N­, .. r I I - R F TE ri:• , FARM IIS�II ELEMENTARY - - - SCHOOL North Andover - . MA , _ - r t l a n n e r s architects a p n Boston,MA 028e0 _., 87 Summer - � FAX 2fr1457 .` ... -.. 617)( 26)4858 E-1 _ • _ 61 ole &Buhl Engineering, Inc. == Structural Engineering E-2 9 Galen Street,Suite 240 Watertown,MA 02472 92 - 150 - A-22 - s FAX)(617)924-4467 w E-5 E-4 E.-S A-21Company Richard D.Kimball _- - __ --- - 200 Brickstone Square MA 0 10 A, A-29 (978)475 18 0298 1 / A-1 FAX(978)475-5768 r, ,A ". - _ .,_ / Robert W.Sullivan,Inc. ><3 A 14,.,.. - Plumbing Engineers N£ Union Wharf Unit 302 g_7 1 TURBA!C£ PO No - j Boston,MA 02109 zs " r E ' xmrLiuli4tUlU!!l4lln wL. - itD" � � ` 3 8016 r1Inc. A 14 F6AX)6?7 522 Thompson Engineering Co., _ _ .. .. Electrical Engineers IPARIAN.SET8A0_ - _ oa R 160 North Washinnton Street -- „- _ m g • � _- � ii -_ Boston,MA 02114 617)227-6818 ONF ” hr s FAX 617 227.7561 qu 10 FFER Z., a -- z i t r., Morlece&Gary,Inc. y + 6 Roland Street dr -OZ �: - A-o1) Charlestown MA 02129 nu4w • ... . n.,_ _ , . _. ��,�, _• ..._ 617 776-7600 _ •�' � mw ,.lk': a- ._ -- 3::r_ _, .. ,< xo< mimm� _ _ _ �.,� A 04 � � ( ) uuuurmuuu,uu> - u ' uynninwunuuuumnu„uuxinli,uu„n _. ,.. .- `: ,. nhx FAX(617)776-1075 ` �.' .. r, - { : .._ � - �� - �.• ? _, _ � - _ ..i Schofield Brothers of New England, ,_. � _ ® , - _ = �.. - -• '” ,, ,�,;0 1071WorcesterRoad Framingham,MA 01701 -_ _ _ � �1Sr •"". I dr ;;,.. ' •, ..' � _ ,�"�`,, _ - _ (508)879-0030 FAX 508 879-1797 Crabtree McGrath Assoc.,Inc. Food Service Consultants 100 Cummins Center Suite 216C a x~_ a,-~.. _ s. � •: ;:K, _. �`, Beverly,MA 01915 (978)232-1122 FAX 978 232-8383 - , , * «94.4• I ,.,n ' r z - 4 - a i VV R ur _ , n" T " N 1W >o.. Date: 03 June 2003 ;x _ .. f D-tB. �wr ,, , ti Drawn By: , lFC 0-12 - - - - -. . , _ �,• r.0 Scale j 80 _ _ Revisions: BWG � D-1"S. — —20 A D-11 \ - Number Date Description D-10 D-19 � `� 0-18 D-22 - _ - 4 -- i r „ .;r y s -F 1 t 0-8 1 ' - r'l tl _4D Y - - r Grading Plan : „ _ South '�1 F, _ y. yy X( NN , . V 1 . 1 . 7 J�EGFaE 1 . i II FOSTER FARM LEGEND ELEMENTARY SCHOOL — �,. ....T_ PROPERTY LINE -: Y z, MATGHLINE «.r. North Andover, CONTOUR MA xi. «ySo SPOT GRADE i00'RIPARIAN SE?BAGK architects and p l a n ner`r a 1 87 Summer Street 200'RIPARIAN SETBACK Boston,MA 02110 (617)426-2858 FAX(617)426-1457 100'5EPTIG SY5TEM 5ET8AGK ! BUFFER Foley&Buhl Engineering,Inc. .• _ _ _- �E=12Structural No Bu!LD ZONE Strum steiEnS o2a o n g Street, Watertown,MA 02472 (617)(926-9150 X 617)924- 4467�NovISTURBANGE ZONE FA Kimball Company OO'BUFFER ZONE 200 Brickstoore Square -ts EAtB -- t g g Andover,MA 0 18 10 E_21 ;.. _ E-8 (978)475-0298 a, f 22 A E-19 50'No BUILD ZONE FAX(978)475-5768 E-23' 8-12 :, Robert W.Sullivan, Inc. ® -- B-1 0 '° 25'No D1sTURBANGE ZONE PlumbingEngineers - - - Union 9 2 B 13 E-20 r - Boston,MA 2109 0 B-10,--.. " f8-14 -g�. ® LIMIT/WETLAND FLAsS ((617)523-8227 e B �� WETLAND B.q 7� AX 17 5 -8016 Thompson' son Engineering Co.,Inc. Electrical Engineers ar. Street � 160 North Washington 6 227-6818 F17)FAX(617)227.7561 - - - Moriece&Gary,Inc. s 56 Roland Street 7-- (7 �� %� Charlestown,MA 02129 .. D617)776-7600 FAX i (617)776-1075 _ 1 � F hers of New Un ` 1111111 LIMIT OF WORK Schofield Brothers s �B-19 �% nuunlxuu x mmip 10711 IWorrce8 Inc. Road „ ' t Umy�l n Inununonum lumx UI unulpmunxmuluuunnnuunu HAYBALES- 508)1879 0030A 01701 t..., a B 20 a 3:I FAX(508)879-1797 � . Crabtree McGrath Assoc., Inc. nFood Service Consultants 4 �f- CONTOUR 100 Cummings Center,Suite 2160 B-2 Beverly,MA 01915 >t 978)232.1122 x-!55.5 SPOT GRADE � FAX(978)232-8383 23 { <., 2 C_3 i s C�6 y. v 5 c_6 C-7 C-8, Date: 03 June 2003 J Drawn By: IFC -- - 0 80 n - Scale t 1 �..•,�. :: - Revisions: BWGr — _ ,• t� Number Date Description ., +iQ x-17 Grading Plan i C 19p" - _t7K , � t�' D-3 1 0 C-2 Flle Name. 1 1 . 1 . 8 FOSTER , Lj x i FARM , I a ELEMENTARY a ; SCHOOL _ - .. North Andover, MA, I _ 4 I architects and planners r 87 Summer Street k. E-2 s - Boston,7) MA 58110 t FAX( 7 426-1457 _E-4 E`s a Foley l&)Buhl Engineering,Inc. E_5 _ 4 Structural Engineering 9 a 9 Galen Street,Suite 240 I „w Watertown,MA 02 .- Wat 2 "• (617)926-9150 -- _ _ �. FAX(617)924-4467 8_3 .• .-.__ „F -..:;, a Richard D. Kimball Company b Square ,. •-3..�JNIF�'ERU 0 Brickstone P5' NO DISTU10 RBANCE ZONE 21L Andover,MA 018 (978)475-0298 FAX(978)475-5768 a 5o NO BUILD ZONE unwn�uumm�n„N„p, n Engineers Inc. Robert W.Sullivan, ,�II Plumbing En�inee mnnuun"" Union Wharf-Unit 302 -_ _ ,f A. RA -' 100' RIPARIAN SETBACK WWW --- Boston,MA 02109 .1 Nus (617)(523FAX 523-8016 11&7"rER ZONE _ ., � ( 3 � Thompson Engineering Co., Inc. pp Electrical Engineers 4 MALUS - 60 North Washington Street 4 e FRAXW5 _ ► 1 ( ,,. _ '= - �:� �s •' - - n,MA 0211 ulo : uu�wiW ----�, / FAX 627-6818 WWmmunumum mu uuW'uu _ - uuu s ,. ,. ...-_ _ � .- .r_- ( ) 27-7561 RlnllnNnnl Illlnnllll + ` -., tiCfmmn nnui„ _ Morlece&Gary,Inc. , 0 129 56 R land street t n,MA 2 " a 617)e776 7600 ( FAX(817)776-1075 II • ,;.:i> ''.. , as S. • 4 RED OAK - _. hers of New i i - w � a�F� a ,., England, _ F 300 HEDERA a a ON 10711 Worcester Road PINUS 5s a am,MA 01701 12-UNUPERUS HP a 4 TAX)! G "'- Y,'., a r- Fram ngh a a 30 `} a a TAas c. FAX)(508)8079-1797 A Crabtree McGrath Assoc.,Inc. 3 EUONYMUSFood Service Consultants _. 00 Cummins Center,Suite 216C - ;�- - RGU9 - -:o- 5 GORh115 K. n g . _ m,, r (9 8)232-A 0291 If JLNIPERUS H. a - s 9AX(978)232-8383 .. 3 FORSYTHiIk- 15 RHOD6D - 4 TAAA B. 12 JLNIFERJO FN' CORNUS K. - e PNUS MLGO .. BFft�!-,4 19 PIM93 MU60 �' a-. .+ r x UE `a - a , rn , 1 • '�� >' Y +. 3 PINUS 5 BUFFER xxnunx„nu QUERCUS - _ .., 'WI unxxui a :. • :r �'i as g �—\ a- , u• I 'N f 4 FRA•XINU9 3 SORBV9 ' - l_¢ _ r 0-13 0-12 i _14 a L Date: 03 June 2003 P-11 D-1B 3 PI, Frstru _ ��� Drawn By D 20 FC 0-17 .: 1 0 ,D-t© - ale. , � , 40 80 0-22 �-21, Revisions; BWG D-1a D-19 •a D-9 max, NumberDate Description r 0-7 - 1 r v � D-6 0_a , x. Planting & Irrigation w �__.m� ” �� - . �� a South v. PI n`n elle N ea9 Q Y FOR LEr_-7END 5EE I 1 . 1 . 9 FOSTER hAO� d •0. "•�" »• FARM � �� •� ° ELEMENTARY I EXISTING SCHOOL a _ 0 PROPERTY LI�e North Andover, MA .Jl.a • _`.-� NATCNUNE MATGHLINE sc iiY - -_ SPOT GRADE .:.... '� O PM44 Liad6ed' v esh w gaw ur>or I 00'RIPARIAN SETBACK architects and planners 87 Summer Street N, 200'RIPARIAN 5E7eaGK Boston,MA 02110 L—J (617)426 2858 FAX(617)426-1457 .., _ 100'SEPTI,SYSTEM 5ETBAGK t BUFFER .. r YInc. &Buhl Engineering, Structural Engineering 'wokwi E-12 NO BUILD ZONE 9 Galen Street,Suite 240 + Watertown,,MA 02472 + - °'•o a: NO DISTURBANGe ZONE 6-9150 (617) )(627)924-4467 d, - x-18 t� E 11 _ Company E 4 _ � Richard D.Kimball E 17 a. Oo'BUFFER ZONE 200 Brickstone Square 1 E-15 E-9 Andover,MA 0 18 10 J -t8 - 8) P7 475-0298 _ E-21 ' E-22 `. - ".. .-� 50'No BUILD ZONE �9AX(978)475-5768 E fig: .` Robert W Sullivan,Inc, E-23 8712 - 25,40 DI5TUR5ANGe ZONE Plumbing Engineers 8-13 Union Wharf. Unit 302 - ¢ B-t0 B-9 Boston,MA 02109 . V�TLAND LIMIT/WETLAND PL.A65 (617)523-8227 /8-14 3.78 e FAX(617)523-8016 Thompson Engineering Co.,Inc.� p _. Electrical Engineers i3 5 ,, .. ton Street Bosto� 1 60 Nn MA 02111 (617) _..- :::;i' ( •o,.� DEGIDVOVS TREE 18 • A\\� (817)227-6818 FAX(817)227-227-7561 orlece 6Roland Street Inc. 8=17 Charlestown,MA 02129 / PROPOSED (617)776-7600 -1075 LIMIT OF WORK FAX(617)778rother3 Of New I I Schofield B " 14111114NW4HXIWIINII1444Wtl111tlNHI11Xi41 4114N44XIIIINI14141WHW41114111111N11111 INIHI England,Inc. ,%✓ 6_t9 1071 Worcester Road ., ? �� HAYBALES Framingham,MA 01701 (508)879-0030 m• ; ./�` 8-20s . :. FAX(508)879-1797 T , ���..:'z. CONCRETE PAVEMENT i Crabtree McGrath Assoc.,Inc. '® Food Service Consultants -6` i GONGRETE UNIT PAVERS 100 Cummings Center,Suite 216C g Beverly MA 01916 9-2 (978)232. 1122 O Oe1,IDUOU5 TREE FAX(978)232-8383 B'r�238-22 � OEaDuouS TREE ' I TO Be IRK&A T".-----� EVERGREEN?REE e Ks C-2 i : - Oo SHRUB C-3 C-4 :• s _ � im C-6 r° -- ." f n _ - - ate 03 June 2003 - ` ; Dale: - Drawn By; IFC C-g. 080 80 c�10 "G 12 Scale; Revisions: BWG 1 Number Date Description cc C �i4 � >o - /t wmbw w _ wA s� -,;r�C 20."� a � � a Planting & Irrigation 0-6 North - � acs"; 0 3 p 4 �~ I, D-i Z 1 . 1 . 10 I " r.: GRADE 8'-6' MIN. UNLESS CHOLE IBMREL PAND T e FOSTER OTHE.RwISE DIRECTED SEAL WMON-SHRINK MORTAR s' LOAM (OR PAVEMEN`7 °o") P�N£h SITE UTULJTIES LEGEND FIRE HYDRANT SEE PUNS FOR I FARM SUBSOIL(OR SUBCOURSE) �CCNFORVING TO SQE FIRE DEPARTMENT ELEVATION VARIES SELECT EXCAVA�D VO SPECIFICATIONS p .p p o p ° p p p ELEMENTARY SYMBO _A@$$ DESCRIPTIO N E L E M E N T A RY MATERIAL APPRCvEZ GRADE (VARIES) BRICK JAM BY ARCHITECT& REF OF STONES DING NEW 6VALVE BOX & NLET NVERT LARGER THAN 6' w W WATER SERCE PIPING SCHOOL ' WALL OF TRENCH COMPACTED IN Z NO`E,. p ° p REVERSE (MAXIMUM 12"1-A"ERS z '—'WATER MAIN �. DO NOT BLOCK DRAIN ° p p 'p p ° Y-BRANCH F F FIRE SERVICE PIF'NG `D W/CON,. QR NON CONCRETE IIW/MECHANICAL RAM I '1'� o'er i POUROUS BACKFILL ENCASEMENT 45 CUi 5 s 5 S4NIiN2°SEWER PIPING : M:NIMUM OF F'VE 1^BRATOR&JET of 2'-0" MIN, p ° CURVE FH FIRE HYDRANT EETDF GD'�R o North Andover, OR WATER& PUMPER MECHANICAL a CON C. "TRUST BLOCK CONNECTION PIPING JOINTS 11 ° p SMh SMH MH MAN HOLE NEW PIPWG INVERT VARIES}—' p GRADED GRAVEL FCR CRAvI^I PIPING // �/< FREE OF SONES �-� HYDRANT SHOE p ° MA O \ LARGER TF+AN 2 MASONARY RING .�", 19 OONCREfE THRUST BLOCK V O 17 p p 5'M)NIMU'M ® ® OV&C8 GAT VALVE N-LP9?OX COMPACTED BY .I M51DE �\ RANO IN MAX MI,M �� BACKFP_L W/ 7 p p ,]_ p 6'LAYERS T CUBIC FEET CF IdANHOLE ! p, p I _7FTS11NG'0 REAVilN i 7� ��SE'c' AB MATERIAL p p p I M,UO 11��.L_ PMUt .0'L \ T� 6" ABOVE I V p CT[ CONNECT TO EXISTING a P1P£MID DEPTH it architects and lanners 3-WAY TET H'ORANT DRA1V V GRAD GRAvEL p p _ Nn NOT ro scar P 00 RAE'..F STONES CONC. T1.RUST BLOCK p I ILS CUT 87 Summer Street C LARGER THAN 2'- --- p V1F VERIF'f iN�`?ELZ Boston,MA 02110 TREE\ \ 6'" CONIC. T1dRUST p IuJR✓E$ ICCMPAC M :M BLOCK 12' SQUARE x p HAND IN MAx;MUM o mlcK BENCH AND cWWNa' p p p cl u IRON FAX 617)4 586- �i�i\iA iA iA�iA�i\iA iA liA 6 u ERs GONG. BASE C o FAX(617)426 1457 3' 0' MAX.° NOTE' ONSTRJC710N-SE j v p CLASS'A'CONCRETE CLDI CEMENT LNED DUCTILZ IRON ALL WORK$FW1 6E h(ANhOLE DETAd I UNDISTURBED EARTH DONE BY SEC'ON G2660 '''ACED Ate''"sT PVC POLYVINYL CHLORIDE Foley&Buhl Engineering, Inc. NOTES: (REMOVE UNSUfTABIE SOILS J UNLESS OTHERWISE ° ° 6'MlwuuM UNDISNRBED NA TERWL • - 8'IV ROCK i& REPLACE W/GRADED GRAV9.) NOTED MANHOLE STRUCTURE SMH SANITARY MANHOLE WATCH INVERT OR SHEETING Structural - 12"EACH SIDE OF P=E IN ROCK E EunnoN 9 Galen Street,Suite 240 F NOT To SCCA FIRE HYDRANT DETAIL Nor TO SCALE DETAIL OF DROP IM ET AT P ANHCLr NOT To SCALE "N Watertown,MA 02472 JNDERGROUND PIPE BEDDING DETAIL ELAncN (617)926-9150 E FAX(617)924.4467 RIM ;TM EL'VATCN x' D" Richard D. Kimball Company 200 Brickstone Square H-zo LOADING Andover,MA 01810 I �.1 MORTAR µiNMOLE FpA,ME FINISHED GRADE FAX 475-0298)475- I � I•" • SEAL PENETRATIONS FAX(978)475-5768 I 6,000 CATION A AGTY WATERTIGHT w4 TH BY SECTION o26sor-,1 Robert W.Sullivan, Inc. Y::>: PRECAST,cNc MECHANICAL SEALS SEE NOTE I Plumbing Engineers RASE TRAP (LINK-SEAL OR EQUAL b b b Y MIN. Union Wharf-Unit - 40 G T TYPE)/ _ is x HEAVY DULY UNDERGROUNV PIPE PRECAST COAL. y R. Boston,MA 2109 02 CLAMP(FOR CLASS 52 OUCIIIE SECTIONS 70 .6'R 2'-0' TWO COURSES OF BRICK \ INV. EL' x.XX' / \\ FIELD ORILLED IRON PIPE)W'11H RODS WASHERS& CONFORM TO p p MASONARY MAX BED FRAME R (617)523-8227 A p ASTM 0-478. p ( TYP.) I> p BRICK WORK IN J/B'MIN FUL FAX(617)523-8016 I 'A' WSER15 DRILLED THROUGH WALL&DOUBLE NUTTED. . \ 8'0 PVC OUTLET TO i CONC.OF 4000 p MOR'AR BED.MAY3RICK GIM. INV.EL: XX.XX' DOUBLE NUTS-TYPIGV. COAT ALL BURIED STEEL COMPONENTS Engineering PSI W 28 Dan o BE s£ BY ENGINEER Thompson En lneerin Co.,Inc. WITH HEAVY COAT OF BFTUMAST7C PAINT p <\\ AFTER ASSEMBLY p 4'-0' ' PRECAST RE,NFCRCm Electrical Engineers 24'0 HOLE ABOVE-TYPICAL GRADE p COW CONE SEC77ON 160 North Washington Street E POUR N PLACE CONCRETE BASE �jED BUILDING D p> Boston,MA 02114 • WALL AUMwuM ALL U "'�m��"�� F(617)227.6818 WATER STEPS. 12'ox. A" AX(617)227-7561 NUI.5•COVER SERVICE 5,MIN. AND LIFTING HOLES. rIfXIBLE COUPLINGS H /- Gary, PLAN VIEW � >E-S REs+ueFr PIPE SEAL Moriece&Ga Inc. SRAD_ VAP FS, R _c, SITE n -, PLInI 56 Roland Street �— MULFIP ES Charlestown,MA 02129 4 PRECASTFULLY MORTAREZ y -\< fYwur 00 6 L D.L I REINFORCED '�C 1',Y.4' 47RE'A.REWF,WELDED F6AX)(617)77 6-1075 24"0 MANHOLE EXTENSION BRICK EXTENSIONS �_ r_\� CONC.MANHOLE p Wry ;pgRIQ TO GRADE W/CAST IRON AS REQUIRED BARRELS _ Schofield Brothers of New FRAME &COVER SET IN AS REQUIRED TO 2'-6'MAX FULL MORTAR BED - COUNTERACT I I > SHELF Til BE BRICKS iA1D England,Inc. 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EL.:XX.XX' y� (SEE DWG 70.0 JOINEO TO GALVANIZED STEEL PIPE CLAW W/EYTENDED EARS CONC.94S£ p� Food Service Consultants 8'0 PVC OUTLET TEE OR 8.0.1) CAST IN PLACE 100 Cummings Center,Suite 216Ci 4'0 CI EAFFLE WTTH CO HOLESOR PRECAST INLET TEE b x c CONCRETE RLL19 15 BY SECTION 02730 I WASHER D D D p Beverly,8)3 -1 022 x FOR CLAMPS RODS.BOLTS&WASHERS Roo&nur MINIMUM SIZES p ' p p ' FAX(978)232-8383 4-6 1 1 1 6,000 GALLON PR£CAS7 PIPEDN DS QTS WASH p, CONCRETE GREASE TRAP 6' 4-&6" 112-d-/ (2)5/6• 5/8' 5/8'xT1 � 90' o r s/s r (2)J/4' 5/e' 5/e'xs, • 6'MUY. r MIN. 6'GRAVEL BORROW �01'11 .' , fe ^TOTES:/ PLACE CONGREtE ` '` `D / I�IjIJI �' 1. FIELD DRILLED INSERTS EACH SELECTED TO RESIST NOTES. =UNDISTURBED SOIL SECTION 'A - A' CLAMP) ear 16,600 PUONDS PUL-our FORCE. '•4411WW2. MINIMUM OF 2 PIPE LENGTHS TO B£RESRAUIED OUTSIDE BUILDING, NOTE INSTALL CROP!HEFTS 1. CREASE TRAP STRUCTURE,MANHOLE W4NHOLE EXTENSIONS 3. OWNER SHALL NSPECT,GREASE'RAP MONTHLY&C.EAN END VIEW OF OR BACK TO TEE OR 90•BEND BACKED JP BY BLOCK. FURNISH& l FRAMES&;OVERS BY SECTION 02730.INLETS BY SECTION FOUR(4)TIMES PER YEAR. PIPE WITH 2 02730. OUTLET BY SEOTTON 02730. AS REQUIRED FOR MULPPLE NLE1S CLAN 2. REFER TO SPECIFCAMNS FOR GROUND WATER RESTRNNTS. I DETAIL OF EXTERIOR GREASE TRAP NOT To sFaE DETAIL OF WATER SERVICE THROUGH FOUNDATION WALL NOT To scu£ DETAIL OF PRECAST SANITARY MANHOLE NOT TO SONE SEE NOTE 3 I SQUARE FOOT AREA OF BEARING SURFACE SEE NOTE J FOR THRUST BLOCKS` PIPE SEE NOTE J .rE Ali rf�1. 4' 6' rr 1G' IT le 16' DEADENDS', TEES 2 4 6 9 13 18 2J !. 90' 2 5 8 IJ IB 25 32 •1 (1/4 BEND) 45' 2 J 5 1 10 14 18 (1/8 BEND) SAFETYAANGE I:Vrx PLAN DETAIL AT B ED OFF TEE N 22-I T t` (I/I6 BEND) 2 J 5 7 10 14 IB PLAN IL AT BLANKED Date: 03 JUNE 2003 NOTE TABLE BASED ON 225 PSIG WATER PRESSURE&A SOIL OFF TEE (BULLHEAD) PIAN DETAIL AT COMPOUND RESISTANCE OF 2000 PSF. FITTING TURNS CARE srwu.� Drawn By: JJG/EBK TAKEN IN PLACING ��•T£Roo ADDRTONA.CONCRETE REQUIRED CONCRETE SD THAT CONT7GUPA70N 0 40 80 FOR TEE AND 90 BENDS.DO NOT ENTIRE FITTING Scale: y COMPLETELY ENCASE FITTING .°"z" 6 NOT ENCASED � I _, Revisions: NOTE I,FITTING BELL SFWLL BE I1° SQUARE CONFIGURAION PREFERRED t g KEPT FREE of CONCRETE Number Date Description ENDS 53a HOWEVER.AT CONTRACTORS OPTION, 2 WHERE ADEQUATE BEARING - PROVIDE RECTANGUTAR THRUST BLOCK CAN NOT BE OBTAINED I1' ° ° • ° OF EQUAL CROSS SECTIONAL AREA PROVIDE T RODS IN LIEU OF ''''a'{ FRICTION CLAMP i THRUST BLOCKS. T ` 3 KEEF THR!,S BLOCKS SEPARATED \ SE 36 SIZING TABLE u `36 END TG Bx A MirvIMUM OF 6'. FOR AREA BEM ON 4.IN UEU OF GRAVITY THRUST BLOCKS JNDISTURBID EARTH P IL AT 90' BEND FOR 2EVAPON CHANGES,RODDING It DIAGRAM OF BEARING CLAUPW FROM FITTING TO mnNc MAY THRUST BLOCK SIZING SITE VALVE PIAN DETAIL AT STANDARD TEE PLAN DETAIL OF DOUBLE AmsALm oRCsA 's�wc£roEN�RAmE FITTING OFFSETS USEDWTIQNCLWOR SITE UTILITIES 57,RRLIP TYPE LEGENDS DETAILS . FRICTION CHAMPS WITH CONCRETE MINIMUM SIZES FOR RESIRNNlNG LOOPS +�-• TIE RODS COSTING TIDY •, ETNflOPE KEYED TO BWK.EWW( 3 PIPE Gu CLAMPS RODS SOLIS WASHERS C CAE GREFU1r COMPACTED 1 TEE BEYOND :4 �� � --.��NO BL K AND GENERAL NOTES o,� zs e s r yo �� / r c 8' 5/6'x2' (2)J/e 5/8' 51r rO c RU57 BLOCKS FRICTION CLW _ W/RESIRNNING LOOPS-BOTTOM qy�-�\. - ' -- � '•%-77E ROD&SAFETY FLANGE OF TRENCH TO 6E CO/IPADTED / BUND STEEI. iii•,•/ { •. 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AX(978)475-5768 i F r - �� ;� r8 _ _ � �, � `, Robert W.Sullivan,Inc. — - _ - �- �., � - a � � � Plumbing Engineers _ / �� 0 9 9 - !-t ASTM' � �" i -T.--'�- - Ll : f r V N i' a- , '. ,�' Ki7.H_ �+----'-`�� - ¢ i � Union Wharf-Unit 302 FN _ Boston,MA 02109 i - � ^,G�i � 617 523-8227 EXTERO * � FAX(617)523-8016 R Thompson Engineering Co. Inc. Electrical Engineers 160 North Washington Street --- _ �; `q 'G=' ,., � - - - --- -' ;,,,_. - :-_ .�.--- -- --r------,-• , - _ ,- -`sa F ��,; I -✓,', - i *` # � " a, i 'M,'' 'ti� ° + Boston,MA 02114 (617)227-6818 4 1 227.7561 -r— `* �J' �S `✓� � C � r �``� .� F � - i `�i,w y �-�" t'� ��`""ro� , .�» 4 FAX 6 7 56 eet f � .za�r� . 4,y�p t - �T�� MO�r�eC�&Street Ga Inc. I x �.i ysty# 43tlJuSd� 1�11E1'48��BA�6w0d"&4k1 � Charlesto,.vn,r`AA 02,29 y� (617)776-7600 a'2.. FAX(617)776-1075 8� -,�; �----�----- -�_ ,' -- x' Schofield Brothers of New I - : m - - -- f England,Inc. � i {_ .w",�'.a.•..., I, 9 X071 Worcester Road � - / V _- Framingham,MA 01701 1 .z * - �• (508)879-0030 FAX 508 879-1797 vvCrabtree McGrath Assoc. Inc. •Y-_,� '-"�� 4�_� +--_ _ _ � a �"Z _._— '.�— � �� +�� I ��..,�'` 9 �^� � _-� -_ '� %' tants „ -- - ,'� t Food Service Consul O �*�/,ems-,--. _- 11 Q, (;" i - _ 100 Cummings Center,Suite 216C Vj ` Beverly,MA 01915 - 976)232.1122 F C �: / = 4 8 .. � ""3"'-�'- �\ �<. `y" ✓��. ,�= _ _ � \ d� �,i � a°��s� (978)232-1122 232-8383 i a r _ 4 n t ,< _ r r PO[^- n =�' �� +� t - -_� _� y �� �� �� ' .'r P _ q i j FOSTER S 11?F�7 x � ���% / �� -- ,� j. / 'j� ;� N I , 1 --- vt�.A .gyp; _:- E< i.� - �,��'' ,�- ,-:•. ;. -- � V ao- ;rr � 'i, ' �'' '�;` � ��•� .�,; �' �o Date: 03 JUNE 2003 IT '•�� a i �i, - ' -� - ',� - ' F ='' l K : Drawn By: JzJG/ EBK40PRQV/DE Q"ISOLATI VQao" 0 80O�RDI � l H WATER DEPAP WNr scale: Revisions: _ Number Date Description 14. cc " SITE UTILITIES PART PLAN 1 tp ,C—1 p E PROGRESS1 .2 . 1 �X ,�- o 1 June 3, 2003 �- w- - _ TER i � ti - - •� _ y � �:.�\ FOS r�-- FAR M s- tx I _ , -- -- , ELEMENTARY SCHOOL x a North Andover MA— - — -- - _ - - - — — a•, J as r V� Cc ------ = - =s--- " --- ---- -��----- '--_ � __ ---_ - - • � s and p p 1l a a n n e r s 87 Summer Street -- - - - - - — - Y 22 - -- - _!'_ --- - - -:_ Boston,MA 02110 - - -- n� =-- +-�-�- -_- __" _ ---- ----_ - - • ` - _------- Mr:' -, __ (6 17)428-2858 - -- __ FAX 1 26-1457 ms's 7)4 – – 6 �T _ � �";-� + -' �.,, . -•x�, - ?�- � , '� -----3 Strutu Buhl Engineering, Inc. Structural Engineering Galen Street,Suite 240 - -- ,i� C �:� i- ,�,��j» -,•.,, ;, is.� _ -- \i � P;, � .�` _, Watertown MA 02472 (617)926-9150 71- - --- _ FAX(617)924-44 , 67 ------ -- - -._ y - —�_,_ - Richard D. Kimball Company z -.., .;�.. "" ,• .. _; � � -:-�a 1�• �' g'' 200 Brickstone Square Andover MA 18� 010 �-_— - w. W' t, _ s.y / - _ 978 475 �'�r_l _ _ � �� '- __- �� '�� -- 50298 -- - _ (978) X)(978)475-5768 Robert W.Sullivan,Inc. ,; PlumbingEngineers -- - Union Wharf-Unit 302 , w. I Boston,MA 02109 ' - „ ' 1 ' f y w +- -- • � ' f ( -8227 FXENEP A7617)523- 8016 Thompson Engineering Inc. r rn ✓ - _ Electrical Engineers i + 4- + I I 160 North Washington Street ' I � a, A r— 8 I r Bost on MA 02 1 i 4 617 227.6818KITCHEN I. FAX 617 227-7 1� 58 4 ec ,Inc. d Street ary F /, � Mori Char elstown,MA 02129 — M (617)776.7600 FAX(617)776-1075 v ++) a T � .. p., y w d t.,.0 - S r " © aR �� chofieid Brothers of New England,Inc. 1071 Worcester Road Framingham,MA 9 0 1 701 �1 (508)879-0030 4F 2' I i I a fi F 508 .� P. FAX879-1797 � a Crabtree ee McGrath Assoc. Inc w ti Y% ,_a�,�, � i / ,� q. r, vI,�,��, aw.�%" •,` � �r �.., v �r^•i+ 100 Cum min s Center, Suite 21 Food Service Consultant s Beve2.1122-14 lyyMA01915 (978) cI FAX 978 232-8383 ` i r ✓ + ,A�, H IJMP' � �44hI8F1� 14 B„W- _ ° fi35 ( T12 OUT�FFIRCE MAN) 'PROVIDE 1 ISOLATION COORDIN EW ITH I,v y \ a ,2 3' %. :� / WATER D r TM 1' _ EN k f r i � ('� �� lam' ��i b ' ,(i [� (e'� � —, , ,may..'/ � \ a j ,i--� P Qat �I Date: 03 JUNE 2003 % - � r S .,; �-_�;� Drawn By. 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Foley&Buhl Engineering,Inc. c f-RESILIENT PIPE SEAL AUYILWRY DEPTH -NVERT'✓ARIFs NLET- WHERE Structural Engineering ✓ARIES NEW PIPING I ��-1II 9 Galen Street,Suite 240 SHOWN ON PLANS Watertown,MA 02472 MULTIPLES D (617)926-9150 REINFORCED PRECAST 2', 3', 4' TYPICAL REINF,WELDED FAX(617)924-4467 REINFORCED WIRE FA2R1C cc"c MANHOLE D A BARRELS 0i0Bacd D.K Sq ball Company �I n SHELF TO BE BRICKS UID Andover,MA 01810 \ O \-- / ��UCTURAL D — FAT AT A SLOPE OF 1"PER FOOT (976)475-0298 I D ° INVERT TO BE INVERTED FAX(978)475 5768 > MIN. ARCH. W/BRICKS LAID Robert W.Sullivan,Inc. 4'-o / AS STRETCHERS AND ON EDGE Plumbing Engineers Union Wharf-Unit 302 Boston,MA 02109 (617)523-8227 �i�rVAiVAiVAiAAiAAiAAiVAi\ iA� XNC. BASE CAST IN PLACED CONCRETE Fu FAX(617)523 8016 y 3'_0' VAX. PRECAST > ,Y. �UNDISTURBED EARTH Thompson Engineering Co.,Inc. JD D. D D D 1160Electrical rth Washington Engineers D D D. D. D D D Boston,MA 02114 D' a a o0 0 617)227-681 B �AX(617)227-7561 8' MIN. s' GRAVEL BORROW Morlece&Gary,Inc. i 56 Roland nd Street COMPACT BACKFILL IN CO Charlestown,MA 02129 (MAXIMUM Y LF1S ] (617)776-7600 FAX(617)776-1075 Schofield Brothers of New England,Inc. 1071 Worcester Road Framingham,MA 01701 DETAIL 0� PRECAST SANITARY MANHOLE Nor rc s�A L (5°6)678)879- , ,,OT i0 SCAB FAX(508)879-1797 UNDERGROUND PAPE aEvu�l l; DETAIL Crabtree McGrath Assoc.,Inc. Food Service Consultants II 100 Cummings Center,Suite 2160 Beverly,MA 01915 (978)232.1122 FAX(978)232-8383 I �I 7FRECA� MAI"HOLE BARREL AND SEAL WINON-SHRINK MORTAR (TYPICAL) 6" PIPELINE / I SEE PUNS BRICK DAM FOR SIZE INLET INVERT ° p °• ' ° REVERSE p p p Y-BRANCH CONCRETE D / ° ° 45,CUT ENCASEMENT ° CURVE p N rMINIMUM [Date: q2003INSIDE MANHCLawn By: Scale: ° ° p 45'OUT Revisions: CURVED p 'w BENCH AND CHANNEL Number Date Description - SEE ° ° ° p ° _� CLASS 'A'CONCRETE MANHOLE DETAIL ° ° ° PLACED AGAINST 6' MINIMUM UNDISTURBED MATERIAL MANHOLE STRUCTURE MATCH INVERT OR SHEE77NG g ELEVATION SANITARY SEWER DETAILS 9%N- DETAIL OF DROP INLET AT MANHOLE NOT To SCALE PROGRESS. 1 .2 .4 June 3, 2003 BOXFORD ROAD SEWER EXTENSION s PROJECT \- North Andover, MA fiM . . �• - E � -tis P architect s and lanners 87 Summer Street 4, .s,. .- \ Boston.MA 02110 i �� p (617)426-2858 FAX(617)426-1457 � � - - - Engineering,Inc. ;� �-= Foley&Buhl ••,: � >„, :u?`...: `.F_, . .. >, ., -,;;< ,`� ,�-� <. - -� _ =r- Structural Engineering "t 9 Galen Street,Suite 240 Watertown,MA 02472 c a,N-M "b: "::un . M„T _.-_� hk` 'a.. �... '�'"?w 3 • 'Kx `u �t,?' •-+;=`� — 1 7 -9150 (61 )926 - ., �� ��.. _,,• _:>k .. --__. ;. -. . •e_ _ z ,.k-u:, .. .� �-��� ;e3.� .r-<_ FAX(617)924 6 I ,^', � �_. ;' 3 _, _ ,..tip; .<. � , .>a,., ,: �{;. _s�. -�` - a uSA ��� •..�+� -.?o,. ,"�` — .r. ..a, i < ti - __: a..:,--,..-9:-.?�c-:ao-s_�-_ _�>.".,Y�,,•?C_,r•-y.'}^-�-,q-..,•'_a9-fJ-`-€z�R��'.]. 1�—rS-.--_.�.--_>:«_-_�'.V�..3.�.`—.-._;-.:.—_.--.a-.-,,-,.'_—,�-=--F--.-<=a<.e-.-,..�-.-_,.--s-.-.-.--->+..�__,",i-,°__.r�.s�_a"y:'y-;YT�-.. __::�—' -T_.�'f;P —��—_:.��..---._c,1k.,-�____-<—f..—.,,.—__?--J P_.g¢-;�ai__a-.-_-__ -�a,3' �vt-e...a_.�_-_a��'8�s+�"�`c'ff - - _- Ando ver.MA 0 18 10 (978)475-0298: imb al Richard D.K l Companyan 200 Brickstone Square 1 o _ '- __ _< FAX(976)475-5768 v RobertW.Sullivan,Inc. Engineers • •^\ w t: ^'s--" — - ,acs+y, ,qs. `a« � `d,.' ,.sa ,'�.. ,.f.. ! $-q't, -%s. "�'. '4 ,:.,... "e w r - �T Union Wharf-Unit 302 k 4 .i r �, �, „•�s _ � -,.r = - =:4, Boston.MA 02109 (617)523-8227 i FAX(617)523-8016 Thompson Engineering Co.,Inc. y i •_� N s;� = Electrical Engineers B160 tonrtMA 021Wash! 1rn Street �—i4 - 617)227-6818 FAX(817)227-7661 Moriece&Gary,Inc. \ w 55 Roland Street n wu U y P' Charlestown,MA 02129 f 4^ (617)776'7600 F AX(6 17)776-1075 New Schofield Brothers of England,Inc. Fra Worcester Road SITE PLA Framingham,0 01701 scuE ,•_a• (508)879-0030 FAX(508)879-1797 s 9% Crabtree McGrath Assoc.,Inc. N 8 N 8 8 Foodsultants mmings Cen eice ir,Suite 216C Beverly,MA 01915 8 ` + X 8 8 232-1122 d 8 -- s 44 FA )(978) 232-8383 Et-V= 170.00 EEv= 165.00 LEY- 160.00 acv=rs5.00 Date: 03 JUNE 2003 Drawn By: JJG f EBK Scale: 0 40 80 a I I 9 w I Revisions: -- Number Date Description acv=145.00 — `� I I I I I � I a _a£v= 140.00 _------ _...-- ------..-___. . 1 RaRa �.� I -- SANITARY SEWER PART 1 I I Fk 1­ ry --- LEY_,Jo.00 -...''PROGRESS i I 1 .2 .5 SITE PLAN _ G003 ELV- 125.00 --- VERTICOHiA1 SCALE'AL SGI I"=Z0” U n e HORIZI=4' i i BOXFORD ROAD SEWER EXTENSION PROJECT North Andover$ MA 1 a architects" s and p n�h�s e, 87 Summer 1 r reet Boston,MA Ot2110 = - * `4 > (617)426-2858 FAX(617)426 1457 >y . Foley Engineering Inc. 'A StructuraluEngineering — 9 Galen Street,Suite 240 Watertown,MA 02472 FAX(617)924-4467 r €? Richard D. Kimball C _ p Y --- -- w -- wY - re 200 Brickstone Square --. --•a n- `z g? - - — -,.:-- �.. v. 01810 >. --- .. ,� _ �.;•;.^��-;i' `;; , ..,. ,-:.>:, �. ---r. =°� y ♦ .+r- , _ - - ;,v �'*'. �., 9 8��475-0298 AX 978 475-5768 r _ —QQ�. � z - Sullivan,Inc. --- Y gyp} Robert 9 EngiUnit neers :, +�-V,.u�- _ •,� _ ;:y;, . Plumbing no -, - , .. , - -�, Boston,MA 02109 I e (617)523-8227 FAX(617)523 8016 t Co.,Inc. In hrA _ Thompson Engineering � �60 NonhaWashington�Street Boston,MA 02114 _ a9 (617)227 6818 FAX (617)227.7661 - a I q c i Moriece&Gary,Inc. 56 Roland Street Charlestown,MA 02129 FA776-7600 X)(617)776-1075 I Schofield Brothers of New i England,Inc. 1071 Worcester Road Framingham,MA 01701 i (508)879-0030 FAX(508)879-1797 i i Crabtree McGrath Assoc.,Inc. Food Service Consultants 8 8 100BevCummings Center,Suite 216C 15 0 (978)232-1122 `Z 8I H FAX(978)232-8383 I 8 — H IIS ------ ---- ---------. - &D= v0.0o ---— — Div E-EV=160.0 =N UY= 155.00 _-- — UNE 2003 Date: 0 3J Drawn By: JJG t EBK 0 40 80 ScaI : e av= 150.0 � I Revisions: — Number Date Description R y aL11= 45.00 — -- Si a $ EUV= 140.GC SANITARY SEWER g PART 2 aE = 175.00 N i ELY - PROGRESS- 1 .2 .6_ ,�� une 3�2'D a3-__-_-_' - 1zs.0o Ho�¢arrK scrE: E!_N 9 i i E BOXFORD ROAD SEWER EXTENSION PROJECT North Andover, -- _ --- _ a r c h i t e c is and planners ? <T ? 7 Soummer Street Bost0 \\ FAX(617) 02 81 ( 2858 - 1457 y b ------- --- Foley&)Buhl Engineering, Inc. Structural Engineering i '�- 'r� -,.,.- _ __ ,_,;,.�"_-__ --.-_>.-- __1�,_,_ _. �a-._,„�;>,�..-�, -�_�-. .-,x,.>.-.w- - -,;-. q�` -�.'._"--• .z�1. 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' Elec trfeal Engineers 160 North Street Boston,MA 02114 (617)227-6818 FAX(617)227.7561 i Morlece&Gary, Inc. 56 Roland Street Chadestcwn,MA 32129 (617)776-7600 FAX(617)776-1075 Schofield Brothers of New England,Inc. 1071 Worcester Road Framingham,MA 01701 (508)879-0030 FAX(508)879-1797 SITECrabtree vice Consultants cGrath Inc. 1 `$ a 8 � � �ren 8 Food Ser 8 g a e Be Cummings OtCenter, 5 ter,Suite 216C E 1 ` N (978)232-1122 - --"- --- --- - - - — -- FAX(978)232-8383 ELEV= 170.00 ---------- ED= 165.00 -- Et£Y= 160.00 '. Div 155.X —7777� I I I N EEV= 150.co Date: 03 JUNE 2003 Drawn By: JJG/EBK w 0 40 80 I Scale: Env= u.X Revisions: Number Date Description Efv= a0D0 g ■.Ey= IJ5.00 SANITARY SEWER PART 3 ELY. Fra N— iPROGRESS 9 E2EV= 12500 - I -------- ----- ,���/tN -- -- Do 1 .2 . 7 I 4'�� w.. �,,. ,; a>-� .*..� ,,s "..;;•, .- � K- - �::,�....= - k�` y�� _ a - - _ _ BOXFORD ROA .rt``µ' n #}::' hr`;•"..,A -'. M +s - �- S -_ SEWER - EXTENSION K .:, � a PROJECT S f +i - t , v t Y 1 a s , ; _ _ North Andove , . h y` - .t,.. v . 1 v 4 r i• _ MA architects and p l a n n'e�rs 4 .. w i. n,. •. 5. s 87 Summer Street �. -,~•s ., - - - 0 - _ i e'" 6�7)426 260 ( 11 pj J�� a _ � FAX(617)426-1457 - s i i Foley& ----- -_ BuEngineering, enee ri n Inc. Structural Engineering 9 Galen Street,Suite 240 i Watertown,MA 02472 (617)926-9150 617 FAX( ) 924-4467 :. t .•, ..<- .,-.. - . .,>.-..�--. _ , -. ,.. - k. '4 x.b ;'a, �`e` �.- ...c.. ";--�- - — . . �.' Richard D. Kimball Company ., _. 200 Brickstone Square - - Andover,MA 1810 >r 978 475-029 >. _ ..A _.....N_ - , r".< - ,. _ _ =—__' -- , "5° T- '__ .gyp,{. 'Y .�. ''--•' I,Ys- _ 8 rtn� FAX 978 475 5768 - - - — {� -� � __ _-• _ _ ���� -;��- '"� - �_ - _ _ <-- Robert W.Sullivan, Inc. I � .r ! - - � robing Engineers . ,. Plumbing on Wharf-Unit 302 v r, _•: h. r= x - `4 _,__ Boston,MA 02109 - / _ ��• �� � ' o -8227 _ 91. y (617 523-8227 523-8016 Thompson Engineering p eerin Co.,Inc. u r% �� �� "� �� °� Electrical Engineers 160 North Washington o as gton Street / g�i ✓ ,. ' � Boston,MA 02114 1 � 5 �.- � , (61 7)227-6818 FAX(617)227-7561 Moriece&Gary,Inc. 56 Roland Street Charlestown,MA 02129 zn (617)776-7600 FAX(617)776-1075 SchofieldBrothers of New England, Inc. 1071 f Q Framingham, MA 01701 �_� v _ ro A (508)879-0030 t FAX (508)879-1797 Crabtree McGrath Assoc.,Inc. SrfE Food Service Consultants 100 Cumming Center,Suite 2160 Beverly,2A915 78)) 2 ~ FAX(978)232-8383 acv=170.00 it I i I III EiGV- 6o.00 aEY=155.00 Date: 03 JUNE 2003 ELEY 150.00 - - -- --------- - --- - - - Drawn By: JJG/EBK Scale: �, 4�; ELEY= lu.� Revisions: g - - --_---- ___ - -- —_- - Number Date Description mi I E2/= 140.0 EMY =135-X ! --- SANITARY SEWER m PART 4 ELEY=U0.00 N F11B N— PROGRESS 1 .2 .8ED=125.0 SIIE PI/W kF`,�3 ------- ------------ ------------------------ x -------- x -------------------- FOSTER x 152 9 ------ '1436 ------------- F -- ---- -AS-4---k5 12L�9 10 121 134 FARM x 12?.2 0, _47 17 49' 500 YEAR FLOOD 125 ELEMENTARY FROM FLOOD INSURANCE OM 250098 STUDY COMMUNITY C Y x FEDERAL EMERGEN 3 4 MANAGEMENT AGENCY 225v. • SCHOOL x 122.0 7-'3 22 E-1 ------------------- LOT B North Andove E-2 887 ACRES 04 123 JQ X12 a �\5 BENCHMARK MA IRON ROD r A-22 BV4CH 5 ELEV. E-4 E_ DRILL HOLE 7,07� 1 D 9 1-21 ELEV.=12 .1 F 9) -------- 200' RIPARIAN 1246 125A (N.0.V.D. t4f 14,5 -------- -20 A 12 3 5 architects and planners 87 Summer Street Tg �1246 d- 3��- -------- --- Boston,MA 02110 7Z -2858 --------------- - ----- ------------ X1251 AX 426 -1457 x 125 29 124 7 3-6 ��-_7L,. __ �Do— ---- -- ---------------------- A-11 617)426 -------ly� - ---------- -------- ------ x.53.7 Foley&Buhl Engineering,Inc. -------------- ----------- -- 124 8 Structural Engineering -S�7 ------ A-1 ;Zz ----- -------- ------ -------- 9 Galen Street,Suite 240 A C - 7- \ % LOT 'B - ------------- --------- -- j Watertown,MA 02472 �lX7)926-9150 - --------------- -------- ,AKtA\,= 36. 7 AdRES� 617)924-4467 ----------------- Richard D.Kimball Company BENCHMARK 200 Brickstone Square IRON_T WN;ROD ------ Andover,MA 0 18 10 -0298 (978)475 --- --------- ------------- FAX(978)475-5768 P A-01 Robert W.Sullivan,Inc. R. WAYNE kA NEL 'Lt Plumbing En ineers U -ARA J. MAI�NEIL a 302 Boston,MA 02109 8009 2502 PAGE IF$ N.E.R.A PLAN Na 4258\ �IX7)523-8227 14X 3 �146,1NAP }DIB Ol IB A -8016 (617)523 1440 Thompson Engineering Co.,Inc. ----------------- Electrical Engineers 4 160 North Washington Street 4", ------ Q9 x Boston,MA 02114 -------- �6 1X7)227-6818 A (617)227-7561 - ----------- ),7 ti Morlece&Gary,Inc. EXISTING DWELLING DT ® AERIAL SUR Charlestown,MA 02129 1, (617)776-7600 AS PER 56 Roland Street VE y ------ X:193 -1075 FAX(6 17)776 RcoF BUILDING FRrItN .F.E. 151 3 Schofield Brothers of Now ISORMAN C. Dir-JR. & England,Inc. 1071 Worcester Road it 'AGE 373 15'� I Framingham,MA 01701 'Arm 1W3 FAX(508)879-1797 EXISTING LLIN Crabtree McGrath Assoc.,Inc. Food Service Consultants 100 Cummings Center,Suite 216C Beverly,MA 01915 'AERIZ SURVEY V7XB)232-1122 A L,12,2.1 ----- 978)232-8383 T 1kkAr_/vEprg, V n I S N-r- ---------- f -------------- -7 S. PE 3 74- LA509:-- ------------ z 35 PETER 0. KC-IVER & r '/PAMELA C, KEIVE R V, - 4, 4 --N,D a 251 0 3- 15 CMP c0ve,j Ri, =N 22 x 91EI1 V >< D 1510 x 1384 Date: 03 JUNE 2003 _�EXIS�NG D' 7j� Ept (A, �ERIAAF!',RSURI,EYsti Drawn By: RMM X NIF '\ .11, 1 CAROL'A, ELLIOTT & 0 40 90 JOHN k,,LOZ1CR Scale: �j 1468 X:4"8 _kE x E Revisions: 4 X 138 \­7 -- --------- -------- 252 -------- Number Date Description ,F' X�449 �45� or- 1354 'EXISTING DWELLING 156 342 6 Q AS \IIIO' AERIAL SURVEY H=___-__c___--- - , " - I" \ 2 1402 �1369 14 5 2/ ----------- E x -22 TP7N, x 154 9 P 3 Sheet Title ---------- x1421,� E 4 % Gtl K -Ar E-225 x 139 4,1 U/P 79a STORM WA TER T 3c 1 , DRA INA GE PLAN N 253 -------- I-CK �i 7 YPICAL) 27 x 3 EPEN I SOUTH ZE-3 2�'S,' 34 L7 Re N- XXXXX x X1395 X I402 XX417 ------------ E 7 5 li X:390 . 3 . 1 �-3 PROGRESS PR/NT r I i ,_ 56o'b6.86a,-w FOSTER � FARM ,/ 4, /// �'S67.27'5a"w r ,3.31' --- x .9 '22 ' xi226 it x• I: ELEMENTARY 100 YEAR FLOOD fL.121.5 FROM � FLOOD INSURANCE STUDY ,2 1 ��' ?� - COMMUNITY 250098 FEDERAL x 1` ` �y 1 Out R�pj" l� �' / - "-"-� -x � / � ' EMERGENCY MANAGEMENT AC£NCY F Elev.=,2t.7Y� � 569'53'30"W _--- ------ ZZ- _ - - - SCHOOL ae cwett $rtes_- -_�2 - — _ _= _j MOSQUITO BROOK V,' x,zze x1223 I% x sE �62. .9 El.v.-,zz.7o' , _I a, _ --- - North Andover, / ,�' 36 Culvert __________ _ —_ E--14 E-11 .' ffi O ----- /� -, _ BEM IRO MA W ^m IRO &��! x123.¢ � E-_5 '� - � �� ELEV. �I . f 123.4 E-22 E-21 V _J�e.�,m x � ' �34 . -1 --------- i: E R- fZcc I d, 1 578 33'W E-23f'� - moi/ 3.- B-12 2 I 26.62' 2 1 -. "� r=—� __' _„ imdted j B_ b 7 architects and planners C iE-2c 573' 36"W as-- �' \ - -; 87 Summer Street 30 _ Boston MA 02110 ds 19.96' ----- •-- - B-B 617 426-2858 548', '4 _ - - t 1 20.OolyW x124.9 ' .°`. (617)426-1457 �, x129. x:26.3 - - 'sga� !' Foley&Buhl Engineering,Inc. -- a _ y l ural Engineering Strutt ,, - 9 Galen Street,Suite 240 �� �1 -35' - - 2 Watertown,MA 02472 %- ------/ Y --- _ ,J"c';. (617)926-9150 _ \ , ,,/_- a .`7 FAX(617)924-4467 �� 1\ x127. _ _i �� ` /. '- A ` 99 , 9' Richard D.Kimball �� x �-- ba Company A. pp,� r , • S4 .w 200 Brickstone Square e-_8 -( ; A/ -- (Andover,MA 01810 '� \, ,�� �° ��r< 0298 Pelle-&3Z?l0 - - _- ��_ F�AX)(978)475- \ 8 475-5768 B- �� y' ����n �'e .�a°;oa-to,, -�y �� Robert W.Sullivan,Inc. Plumbing En InefS `v Union Wharf-Unit 3e2 vv 'r*ONI w>to (a" - - t_ ��_ - Boston,MA 02109 ---LOT' lY� -� �r i� v ��� w�L EL- �u, L. (617)523-8227 F C-48 ' �'� G D� WELL 5,s' °' RyC AX(817)523 8018 pE-fSNTA2 N 84 5114 W1 VNDERORavN0 INFIGTRRrOR Thompson Engineering Co.,Inc. , I I% I ��- -' NOTE1 fiR4vrN(� To 13E ""IpIE➢ jrp9" rrF pp RT rr{outs Electrical Engineers ro BUFFER ONE 5 g unoeRrR ',� - REAM to y T 14L...ow TErwoRARV 160 North WashintonStreet 4E D4JIC.K� O uvRk.T1tR oR� � �;c' pCMO{Nb IN r14r- F-IE.Lp uNQER LAR41'e. g ' Boston,MA 02114 SroM, r-WCgTS. �t ro Yn. 1=r%1EGvE (617)227.6818 J+cv�. Fort FAX(617)227.7561 BENCHMARK J'S ,.lv,. 2 J1 I •�, ,/ F- PE4K cLowS TD WETL141V,) I.,,, Hue TA M RFSav A ' Roland Street °� oriece&Gary,Inc. STATION/t - ��., � 56 Charlestown,MA 02129 ELEV=140.25' - - „ �� C- , n..._� \,,. �, (N.D.V.D. 1929) «.e ', .4 \\ ,«I \ ..rte �. FaH�9k (817)776-7600 x FAX(617)776.1075 Schofield Brothers of New En land,Inc. I � C-a 5yy<" ""T pg 12 107 Worcester Road (;, +.•�- 6 �� �' vti� �JdSss' v + Framingham,MA 01701 \`' OrTI (508)879-0030 SURSAFAX(508)879- 1797 ZONC-S i A i „� o'No ` Crabtree McGrath Assoc.,Inc. BU D 70N �' `�, TO M4 Food Service Consultants j 100 Cummings Center,Suite 216C 1 Beverly MA 01915 I , x \ 4 978)292-1122 132.9 AX � F t, (978)232-8383 I 1 CUT IBUILD-ZONE yrPIY,f � + ' + ,1 fp-.ASH \ t7�r0 -12° !� -1X50.27 + -.1 - .ie o s� i yj� T l� i r d,Vtt`LL " pVC) 17,° L'' � r0 OFl�(JELk EL' �.\ \+ \ V�u 141' I I f x r I A � � A 'iC ilt o I e' ul + , 1395 w a^ N/F ;' � � � +\ iiStt � �: w�e �I \ ELAINE e!N aQR SFX CsrRR ' `�\` XIC21YlUSTE£eOf BRIAR HIL FARM TRUST + I _ // A 116.9 N�!ANa lata X1409 7'41 '--- - x1365 T— --� -16 i x x.ao3' 13s x C I I C 1� I � Date: 03 JUNE 2003 �� x 146.1 VI I x14x.4 1 BENCH JAif RK�i I 7 r,>o _ V CHUB YPACK Drawn By: RMM w� x14 19 STAT N tJ _ __ 3 4r 1 --- ELEV.-137.68' \ \-�1 4- " 40 8l) N�1 z k ��I i _ �JCaIB: _ 1929 1 2 2 . � r_ F C � I ;39.7 �-/ -----• Revisions x --- X1373'- 7 13 ' - . -5ie E 7, ,�__ x 3 NaT23'22'E L'=-�b� .�;,, Number Date Description 22.05' rv� x ..az.+uT,i of \' I\ 138.8 �1V4901' _.- y•'' -� ' 137 C ------------- HUB _ _-_—_ I BENCHMARK I !I b �. I I I ___ HUB TACK r 9 72 STATION 14 Sheet e ELEV.=154.38' I, Ilpw �1 �� _ -m✓�, %I�y%l 4iV,'-'' i (N.C.V.D. 1919) f _ ZI 537 51STORMWA38 , �3 �1 �� '= TER -_-- -: �. - k, - , i FOSTER T I. FARM " ELEMENTARY L- - - - - - - - SCHOOL _ _ _ _ - - - - - EE - CU5T " North Andover, - - - r MA E I Limited architects and planners 87 Summer Street Boston,MA (617)426-2858110 7 I I FAX(617)426-145 IIS I I Foley&Buhl Engineering,Inc. Structural Engineering – – – – – J 9 Galen Street,Suite 240 Watertown,MA 02472 � (617)926-9150 FAX(617)924-4467 I Richard D. Kimball Company 200 Brickstone Square Andover,MA 01810 i Il (978)475-0298 FAX(978)475-5768 Robert W.Sullivan,Inc. Plumbing Engineers Union Wharf-Unit 302 Boston,MA 02109 �617)523-8227 AX(617)523-8016 r - - Thompson Engineering Co.,Inc. Electrical Engineers 160 North Washington Street Boston,MA 02114 F6AX)(6117)227-6818 27 7561 I I Moriece&Gary,Inc. 58 Roland Street Charlestown,MA 02129 – – (617)776-7600 FAX(617)776-1075 –� I � Schofield Brothers of New I England,Inc. _ - – - - - - - - _ _ _ _ - - - 1071 Worcester Road -j _ _ _ _ _ – – – – L Framingham,MA 01701 – – – _ _ – – _ 508)879-00 30 i �AX(508)879-9- 1797 Basement Plan - - Crabtree McGrath Assoc.,Inc. Food Service Consultants 100 Cummings Center,Suite 216C Beverly,MA 01915 — (978)232.1122 FAX(978)232-8383 � I I I KITCHEN CLA55ROOM CLA55ROOM M ! M R00 _ CLA55ROO ' CLA55 CLA55ROOM �CLA55ROOM I R i'KE KINDE rp T: KINDERGARTEN , KINDERGARTEN CAFETERIA GYM 5TOR - - - - - - - - - - 30Y5 GIRLS - 5TOR _ _ - - - - - - - - - V/ �T v ✓ � -? I d' E I KINDERGARTEN I MU51G MAC �T Date; June 3,2003 E S PKIN Drawn By: ABK PRAC a - — Scale: 0 16 32 R ARTEN — -' E STAGE �� - 1NDE G _ URP05 A51UM K r� REMEDIAL MULTIP GYMN � ^ DRAG A PKiN g• � REMEDIAL � ' STOR Revisions: Number Date Description �— GIRLS A I ;'� pRAc r MAIN KINDERGARTEN MU51C OFFICE CONE _ _ — — _ _ _ _ — _ — _— _ _ _ _ _ _ _ E � /D'I OFr�`I"OFF � BOYS GIRLS � a Key Plan — Basement and KINDERGARTENS ' ] —�hl —ate First Floor jj ti PIKE KINDER KINDER CLA55ROOM --��� PRE � T P CLA55ROOM KNDERGARTEN �' CLA55KO0M CLA55ROOM R.N.- r� t OLA55ROOM �CLA55RO0 M First Floor Plan -- �I - FOSTER COLL FARM T.PLA" r ELEMENTARY I 7i ---- - OFF ISCHOOL _----- _ CLA55ROOM _ OFF OTIPT _ CLA55R00M CLA55ROOV, G_A55ROOM CLA55ROOM : ��� �� I North Andover, CLA551II �� F EXAM OFF I CLA55ROOM CL MA CLA55ROOM;', —_ HEALTH 5U i E� 5Ph �a 0 F L ' �LT u�area STGR G � 5 architects and planners � � I BOYS GXLS'' STOR87 Summer Boston,MA 02110 _ (617)426-2858 �L FAX(617)426-1457 ART 1 SPED SPEECH CONFC E Foley&Buhl Engineering, Inc. -T GUID Structural Engineering ART �; G-0 9 Galen Street,Suite 240 Watertown,MA 02472 STOR --- GYM BELOW 7 T— (617)926 9150 BOYS �EMEDIA CO FAX(617)924-4467 — .-�' y Richard D.Kimball Company U I MG ����1 C� 0 An ver, tone Square SCIENCE REMEDIAL' Andover,MA 01810 FAX 478) 298 475- �� FAX(978)475-5768 ---��' ART OFF �—I Robert W.Sullivan, Inc, REMEDIAL_) SPEECH Plumbing Engineers Union Wharf-Unit 302 OFF REMEDIAL REMEDIAL ART Boston,MA 02109 (617)523-8227 �-------, �--- — E �//D'ICONF Thompson Engineering Co.,Inc. ��� �!' 50Y5 GIRLS � _ — FAx(617)523-8016 1 I CONF Electrical Engineers 160 North Washington Street � — T.PLANNING Boston,MA 02114 s17)227-6818 -- �AX(617)227-7561 --� I Moriece&Gary,Inc. C LA 55 OM A ; 56 Roland Street CLA55ROOM CLA55ROOM � L A5 BROOM', Charlestown,MA 02129 G 6 1 776-7600 c LA55ROOM ( � I A55R00 55800 M FAX 617 776-1075 CL GLA I M' I -- I GLA55ROOM;' CLA55ROOM Schofield Brothers of New an110711Eng1 Worcester Road Framingham,MA 01701 ��- 508)879-0030 7 -0030 I �-----�_ FAX(508)879-1797 Second Floor Plan Crabtree McGrath Assoc.,Inc. Food Service Consultants 100 Cummings Center,Suite 216C Beverly,MA 01915 (978)232.1122 FAX(978)232-8383 � I I I FT IIII SII II ILII III I 'I I ''I ' III I II ' I I II I I I I I � I. I I I I I � I �r ,r Date: June 3,2003 Drawn B : ABK Dra y' Scale: 0 16 32 Revisions: � Number Data Description ii Key Plan Second Floor and I I I I I l l I Roof Plan I 3.3.2 Roof Plan FOSTER FARM ELEMENTARYi SCHOOL 'I North Andover, hx � MA • o 4� J� z +fi a � _c ILWVvJl.4 D"�1 P x Sys „ tib architects and planner s o; - 87 Summer Street Boston,MA 02110 ,...a , 617 2858 i 26 � a FAX)4(617)426-1457 Foley&Buhl Engineering,Inc. wjr Structural Engineering 9 Galen Street,Site 240 Watertown,MA 02472 r (617)926 9150 FAX(817)924-4467 chard D. Kimball Company RI 200 Brickstone Square • Andover,MA 01810 978)475-0298 North Elevation FAX(978)475-5768 Robert W.Sullivan,Inc. Plumbing Engineers Union Wharf-Unit 302 Boston,MA 02109 (617)523-8227 FAX(617)523-8016 Thompson Engineering Co.,Inc. Electrical Engineers 160 North Washington Street Boston,MA 02114 �617)227-6818 AX(617)227 7561 � r Moriece&Gary,Inc. w � 56 Roland Street .. .� 2129 Charlestown. MA 0 t A A-1-- A" 617)776-7600 € FAX(617)776-1075 z Schofield Brothers of New ` w England,Inc. 9k, '^ 1071 Worcester Framing ham,MA01701 ,� r• •". zt,���, � �'a3,. :� �::,�- � %�� `:z k. 506)679-0030 FAX(508)879 1797 r K i s Crabtree McGrath Assoc.,Inc. Food Service Consultants ,. g Beverly,Cumn8 01915 ter,Suite 216C (976) 32-1122 vti , ` FAX(978)232-8383 t m , , South Elevation _ t , y- , - » I :rA'., �.• _ : , � T , ,. C8 ,.. a ,t ,. . ... .. 'fit ....... .. . ...... .... . .a' ... .. '_.. f... .TM.. , - . s.- .. -. ,. .„ m . R-: ". -...-, ., ,.o-h Mr;,, � -:n..K. W � >•, ".. � �, -fix -....+ . µ H.. �. l e✓ ,. c.4e,. .. ,. .. '�. ,t_. %�'. -..- .�^. ,r 2:k..., .., "., '� . .„_ ug h.. ,.,, .# ,. <.i�:: - .. ,..~n...„= '�..,,. ,mss.. ,,_ .. �-::.,,.. -:•s. �«. 1>, , x ..,,. . ,x r. ,., .�. .,. a. .. „�' 2003 _. s .M ,:� �u+ �:: .. _ t » x .. ,;- ;x June 3, Drawn B ASK .;. •r�- ,�J;� b ,rs' ,P it.'fi' „'E '. , �.�' .r,', �y,.' "» ,�' 3 gra �"'.l _�. <�4 y: 7 3� 16 32 , Scale: 0 --, Revisions: , Number Date Description µ . _ rNam ' r. Exterior Elevations West t Elevation File Naf 3.6. 1 NORTH ANDOVER I FOSTER FARM ELEMENTARY SCHOOL NORTH ANDOVER$ 1 I l l i i i MA I ; I S S architects and planners 87 Summer Street Boston, MA 02110 i 14, , S4 (617) 426-2858 5}�. sr FAX (617) 426-1457 1 Foley&Buhl Engineering Structural Engineering ' I 9 Galen Street,Suite 240 I r s Watertown.MA 02472 (617)926-9150 FAX (617) 924-4467 I, ! Fitzemeyer&Tocci i Mechanical Engineers 206 West� ngs Park Woburn.MA 01801 01801 ° 78v 376-9600 I FAX(7871 376-5025 i Robert W.Sullivan, Inc. Plumbing and Fwe Protection Engineers � I s � Unon Wharf Unit 302 4 ss ExrsrNc owFtuac Boston,MA 02109 PfR I AS 617) 523 8227 �� AeR�AL soR✓Er FAX(617) 523-8016 � � S � Thompson Engineering Co., Inc. S4 s, ��� Electrical Engineers 160 North Washington Street • Boston.MA 02114 SI �� (617) 227-6818 1 I s1 FAX(617)227-7561 I / � s� I , s � � 1 o Carol R.Johnson, Inc. ars Street Architects 5 a sl Boston.MA 02'10 s (617) 896-2500 -AX(617) 896-2340 12.'6ZP ; "t Crabtree McGrath Associates,Inc. \ Elev t}iazo FCummings ood S ervice ConsUtants Beverly,MA 01915 1 (978) 232-1122 FAX (978) 232-8383 �j Y" 12'CMP -1331 a� / / I Key Plan 1s• DIAMETER SONO?UBE 6' DIAMETER BOLT ' GRADE A A iCIRCLE T_ o JT1 EXTERIOR LIGHTING FIXTURE NOTES L o 1 -ALL UNDERGROUND CONCUR,.EL.BOwS AND COUPLINGS FOR EXTERIOR SITE LIGHTING SEAL BE COVx-RPLAiE CONDUIT OR APPROVED EQUAL. GROUNDING BUSHING SCHEDULE 40 PVC _ DCATION OF ALL LIGHTING FIXTURES L MINIMUM TYPICAL $WILL COORDINATE THE EXACT L COMPACTED ,� 24 MI _ SUBCONTRACTOR, HOR 2 THE ELECTRIGL , x 1�' LONG ANG 3 JUNE 2003 I WITH THE GENERAL CONTRACTOR,$ITE CONTRACTOR AND THE ARCHITECT. B4CKF'LL Date' }-FURNISH AND INSTALL A�A X 10'-0' COPPER WELD GROUND ROD FOR RAG POLES.CONNECT COVERPU'E BOLTS. FOUR REQUIRED.. GROUND ROD TO FUG POLE WITH 111/0 GROUND WIRE.THE GROUND WIRE SHALL CONNECTED RACEWAY MIN MUM SIZE 40 Pt UIT I t ' \ ~—STANDARD TO THE FLAG POLES AND THE GROUND ROD USING THE CADWELD PROCESS.THERE ARE ALSO FM1IE(5) • RUBBED CONCRETE FINISH BY Drawn By. KWM/JADNVA BUILDING MOUNTED FUC POLES ON THE BUILDING.REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS. 1 / (SECTION 03300 DY/RJR GROUND WIRE SHALL BE INSTALLED IN I' PVC CONDUIT. T- ANCHOR BOLTS 6• GRADE 1' Scale- GROUND -EXISTING SITE LIGHTING FIXTURES AND POLES TO BE DISCONNECTED BY THE ELECTRICAL SUBCONTRACTOR { AND REMOVED BY THE SITE DEMOLITION$UBCDNTRACTDR-SEC?ICN 02100-SITE PREPARATIONS, �- Ir t Revisions- r� 4c-Q t 17' 8 6 ALL OF 400'-Cr RFBRANCH EET SHA1LI BE J4 AWG.UNLESS OTHERWISE NOTED. RUNS IN EXCESS COMPACTED ( i-PvC CONDUIT SRALL BE Date DBSCf IptlOn SELECTED B.ACKFILL' NUfTlber THE VOLTAGEDRo P 7 MD E 0 J I INTENDED `NC S H THE EXTERIOR LIGM, 6 THE WIRING METHOD SHOWN FOR THE ENSURE PROPER BALLAST/LAMP OPERATION. THE ELECTRICAL CONTRACTOR SHALL NOT EXCEED 5 ,7 AN WIRE. MIN, CONDUIT D SHOWN 0 N EACH RUN OF DETAI THE NuuBER of Flx?uREs s N ERGROUND LIGH`ING CONDUIT DE,AI� Baow 7 -ALL TIME CLOCKS AND RELAYS.SHALL BE INSTALLED NEXT TO THE ASSOCIATED LIGHTING PANEL. UNDERGROUND D N.T.S. GRADE 8-AFTER THE NEW BUILDING IS COMPLETED THE ELECTRICAL SUBCONTRACTOR SHALL DISCONNECT AND NOTES MAKE SAFE ALL BUILDING MOUNTED AND POLE MOUNTED LIGHT'NG FIXTURES.THE SITE DEMOLITION SUBCONTRACTOR SHALL REMOVE AND DISPOSE OF ALL POLE OR BUILDING MOUNTED UGHTING FIXTURES, 1 - IT IS ESSENTIAL THAT THE BACKFILL BE CAREFULLY COMPACTED BEFORE AND SECTION A-A Spee, TiUe BASES,POLES,CONDUIT AND WIRE ASSOCIATED WITH THE SITE LICH-INC SYSTEM. AFTER CONDUIT INSTALLATION TO ENSURE THAT FUTURE CONDUIT DEFLECTION S KEPT AT AN ABSOLUTE MINIMUM. BASE DETAIL FOR LIGHTING FIXTURES S1 S2 S3 & S5 SITE LIGHTING 2 - PVC CONDUIT RACEWAY SHALL BE U.L.LISTED,STANDARD WALL WITH INTERFERENCE FLAN JOINTS AND WATER TIGHT SEALANT.PROVIDE EQUIPMENT GROUND CONDUCTORS N.T.S. IN ALL UNDERGROUND PVC RACEWA"S,110AWG MINIMUM. I REVIEW SET Flims 10.1. 2 ;o