The URL can be used to link to this page

8215_SITE PLAN - LASER AUTO CTR. - SPFLD AND MILL STS. - PARRELL FIQ � u�a GnuO( r-rt� - � Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 ~ Tel. 413-786-0400 Fax 413-786-9927 M April 4, 2003 Anthony Parrelli Chabot &Parrelli Realty 36 Ramah Circle North Agawam, MA 01001 Dear Mr. Parrelli: At its duly called meeting held on April 3,2003, the Agawam Planning Board voted to approve the Site Plan entitled: "92 Poplar Street, Proposed Site Plan, Agawam, Massachusetts, For: Tony Parrelli, 36 Ramah Circle North, Agawam, MA"prepared by D. L.Bean,Inc. and dated September 10, 2002, revised March 10, 2003 with the following conditions: 1. At the advice of the Safety Officer,fuel deliveries must be made during the non peak hours of 7 PM to 7 AM. 2. A Form A showing the consolidation of the entire site is to be submitted for the Planning Board's approval. If you have any questions,please contact the Planning Office at 786-0400, extension 283. Sincerely, F� Dennis B. Hopkins, Chairman Agawam Planning Board 1 cc: Clerk Engineering E i Building File 4 2 's MEMOr To: Planning Board ;`- From: Sergeant Donald Galler l7 Subject: Site Plan - Laser Auto - Springfield &Mill Streets 4 tea, Date: April 1, 2003 Roadway: Springfield Street is a heavily traveled two lane paved roadway. In this area the roadway is approximately 30 feet wide. The northbound travel lane is approximately 13 feet wide and the southbound travel lane is approximately 12 feet wide. There is an area approximately 2 1/2 feet wide between the curb and the fog line on both sides of the street. The posted speed limit in this area is 40 m.p.h. in the northbound lane and 30 m.p.h. in the southbound lane. The roadway in this area has double solid lines (NO PASSING ZONE). Mill Street is a heavily traveled two lane paved roadway. In this area the roadway is approximately 36 feet wide. The eastbound travel lane is approximately 13 feet wide and the westbound travel lane is approximately 13 feet wide. There is a dedicated"left turn" lane from Mill Street eastbound onto Poplar St. This "left turn" lane is approximately 10 feet wide. There is also a rumble strip that precedes the"left turn" lane that is approximately 10 feet wide. The posted speed limit in this area of Mill Street is 25 m.p.h. in both directions. The roadway in this are has double solid lines (NO PASSING ZONE). Visibility: From the existing curb cut on Springfield Street the visibility is approximately'/2 mile to the north and approximately 150 feet to the south (intersection of Springfield Street and Mill Street). From the existing curb cut on Mill Street the visibility is approximately%2 mile to the east and approximately 300 feet to the west (intersection of Springfield Street and Mill Street). Visibility is good in both directions with the exception of minor obstructions (poles, signs, et cetera). Lighting: Both Springfield Street and Mill Street have WMECO overhead street lights in this area. There is also other light sources from other homes and businesses. Traffic Controls: There are overhead traffic control lights at the intersection of Springfield Street and Mill Street and there are overhead traffic control lights at the intersection of Springfield Street and Poplar Street. Sidewalks: There is a sidewalk on the opposite side of Springfield Street. Mill Street has sidewalks on both sides of the street in this area. School Zones: The Junior High School is approximately 6/10's of a mile away. Granger Planning Board Page 2 April 1, 2003 Elementary School is approximately 7/19s of a mile away. The High School is approximately 1 mile away. Playgrounds: See the school zones above. Also, Sacred Heart Church across the street has ball fields. Parking: The parking seems adequate for this business. However, they must be in compliance with the Town Code regarding the number and placement of Handicapped Parking spaces. Traffic Impact Estimates: Provided to the Town Council by Mr. Parrelli. Other: I have no concerns regarding the increased number of fuel deliveries to the site as tong as they are made at"non-peak"hours of traffic. A few examples of"non-peak"hours of traffic would be: 9:00 a.m. until 11:00 a.m., 1:00 p.m. until 3:00 p.m., or 7:00 p.m. until 9:00 p.m. Memo To: Sergeant Donald Galleraini, Agawam Safety Officer From: Agawam Planning Board Subject: Laser Auto Date: March 21, 2003 The Agawam Planning Board has received a revised plan for the Laser Auto Center. A copy of the plan is attached. The only difference between the earlier plan and this plan is the amount of fuel to be stored on the site. Instead of two 15,000 gallon tanks,there will be two 10,000 gallon tanks. The Board wishes to know whether you would have any concerns about the increased number of deliveries to the site. If you need additional information,please contact the Planning Office. Thank you. �. C TOWN OF AGAWAM INTEROFFICE MEMORANDUM To: Planning Board CC: File From: Engineering Date: March 20, 2003 Subject: Laser Auto Center - Springfield, Mill, and Poplar Streets - SP 381 Per your request dated March 11, 2003, we have reviewed the site plan entitled "Proposed Site Plan- Agawam, Massachusetts; For: Tony Parrelli, 26 Ramah Circle North, Agawam, MA; Prepared by: D.L.Bean, Inc.; Scale 1"=20% dated: 9-10-2002; Rev. March 10, 2003", and we have no comments at this time. This plan is ready for the Board's signatures. 1f you have any questions, please do not hesitate to contact our division. Sincerely, Sincerely, X&66��T� .4�q .;I-� �r J es T. Daley, P.E. Michael C. Chase, E.I.T. To n Engineer Civil Engineer 11 sAsp%381109.wpd MEMO TO: Engineering Department FROM: Planning Board DATE: March 11, 2003 SUBJECT: Revised Plan - Laser Auto Center- Springfield, Poplar& Mill Streets This office received the attached revised Site Plan for Tony Parrelli. Please review this plan to be sure the only revision is to the number of gallons of gas storage. The Board will be acting on this revised plan at their March 20, 2003 meeting. Thank you. DSD:pre 3-07-2003 3:2dPM FRO P 1 ��c- �•�• - ��° c� car PERMIT To Maintain an ExistingMew Storage Tank Facility for Storage Tanks Regulated under 527 CMR 9.00 in accordance Nith the provisions of 527 CMR 9.00 this permit to maintain an existing/new storage tank facility is granted to: Location of pr perty: 92 POPLAR ST. FEEDING HILLS S�reer aaaress Owner of prop rty: CAABflT & i'ARRELLI REALTY RA nanm olparsm &m or cm;a mllan Number of sto age tanks: aboveground one underground Diesel. ( 10,000) gal Facility to be intatned in accordance with the restrictions described below: PER 527 C M R. et al Must elace and maintain 8. 21 cmr si n Fee paid: $ 7 0. 0 0 (1VI.G.L. chapter 148, sectidrt t DA) t� This permit W"Xpire /30/0 4 I ns p.M.MERCADANTE Date srrg of Freaa of FJro Depart�entar apporrAe�rksfynae (O►9rnees copy-To be posted at the stwage f wky) 1-1W �I 3-07--2003 3:25PM FRO P 2 lug PERMIT ` oa�-0-3 To Maintain an-Existing/New Storage Tank Facility for Storage Tanks Regulated under 527 CMR 9.00 in accordance frith the provisions of 627 CMR 9.00 this permit to maintain an existingl6ew storage tank facility is granted to: Locationof'p perty; 92 POPLAR 5T_ FEEDING HILLS Owner of propierty: CHABOT & PARRELLI REALTY FuH name MPg+M km or 80R Number of storage tanks: aboveground one underground Casoline( 10,000) gal I Facility to be I' aintained in accordance with the restrictions described below: PER 527 C M_R_ et al Must place and maintain 8_ 21 cmx si n Fee paid: $ 10- 00 (M.G.L. Chapter 146, section 10A) This permit w€l expire ':1/30/04 T Insp_M.MERCADANTE Dare 5 tuia of Head&Fua OepWt~t or Wpo Wd destgrw (Omer's copy-to be pasted at the storage faaiity) FP•290 Permit(revised: ) Lai y' ; tj r •7 ff _ C Town .()f Agawam 36 'Vlaiu fill-ett Agawam, Massachusetts 01001-1837 Tel. 4.1.3-786-0400 Fax 413-786-9927 PLANNING BOARD y November 13, 2002 w - CD Anthony Parrelli Chabot&ParreIli Realty 36 Ramah Circle North Agawam, MA 01001 Dear Mr. Parelli: At its duly called meeting held on November 7, 2002, the Agawam Planning Board voted to approve the Site Plan entitled"92 Poplar Street, Proposed Site Plan,Agawam, Massachusetts for: Tony Parelli",prepared by D.L. Bean, Inc. and dated 9-10-2002, revised 11-5-02, with the following conditions: -- an elevation of the proposed sign is to be submitted to the Planning Board for its approval; -- cut sheets for the proposed lighting are to be submitted to the Planning Board for its approval; -- any comments that the Board receives from the Safety Officer are to be addressed. If you have any questions, please contact this office at 786-0400, extension 283. Sincerely, �S] Dennis B. Hopkins, Chairman AGAW AM PLANNING BOARD cc: Building Inspector Engineering Dept. Town Clerk File r ,t4 MEMO To: Planning Board From: Sergeant Donald Galler i s' Subject: Site Plan- Laser Auto - Springfield &Mill Streets Date: October 1, 2002 Roadway: Springfield Street is a heavily traveled two lane paved roadway. In this area the roadway is approximately 30 feet wide. The northbound travel lane is approximately 13 feet wide and the southbound travel lane is approximately 12 feet wide. There is an area approximately 2 1/2 feet wide between the curb and the fog line on both sides of the street. The posted speed limit in this area is 40 m.p.h. in the northbound lane and 30 m.p.h. in the southbound lane. The roadway in this area has double solid lines (NO PASSING ZONE). Mill Street is a heavily traveled two lane paved roadway. In this area the roadway is approximately 36 feet wide. The eastbound travel lane is approximately 13 feet wide and the westbound travel lane is approximately 13 feet wide. There is a dedicated "left turn"lane from Mill Street eastbound onto Poplar St. This "left turn" lane is approximately 10 feet wide. There is also a rumble strip that precedes the"left turn"lane that is approximately 10 feet wide. The posted speed limit in this area of Mill Street is 25 m.p.h. in both directions. The roadway in this are has double solid lines (NO PASSING ZONE). Visibility: From the existing curb cut on Springfield Street the visibility is approximately %z mile to the north and approximately 150 feet to the south(intersection of Springfield Street and Mill Street). From the existing curb cut on Mill Street the visibility is approximately %z mile to the east and approximately 300 feet to the west (intersection of Springfield Street and Mill Street). Visibility is good in both directions with the exception of minor obstructions (poles, signs, et cetera). Lighting: Both Springfield Street and Mill Street have WMECO overhead street lights in this area. There is also other light sources from other homes and businesses. Traffic Controls: There are overhead traffic control lights at the intersection of Springfield Street and Mill Street and there are overhead traffic control lights at the intersection of Springfield Street and Poplar Street. Sidewalks: There is a sidewalk on the opposite side of Springfield Street. Mill Street has sidewalks on both sides of the street in this area. School Zones: The Junior High School is approximately 6/10's of a mile away. Granger r Planning Board Page 2 October 1, 2002 Elementary School is approximately 7110's of a mile away. The High School is approximately 1 mile away. Playgrounds: See the school zones above. Also, Sacred Heart Church across the street has ball fields. Parking: The parking seems adequate for this business. However, they must be in compliance with the Town Code regarding the number and placement of Handicapped Parking spaces. Traffic Impact Estimates: None provided. Other: Nothing at this time. TOWN OF AGAWAM , MEMORANDUM IiID Ma To: Planning Board CC: John P. Stone, DPW Supt., File From: Engineering . Date: November 7, 2002 Subject: Laser Auto Center _ Springfield, Mill, and Poplar Streets - SP 381 Per your request dated October 15, 2002, we have reviewed the above referenced site plan entitled "Proposed Site Plan - Agawam, Massachusetts; For: Tony Parrelli, 26 Ramah Circle North, Agawam, MA; Prepared by: D.L.Bean, Inc.; Scale 1"=20'; dated: 9-10-2002", and we have the following comments : 1. A possible conflict with the channel drain and the utility lines was pointed out to D. L. Bean.. We received a fax from D.L. Bean, Inc. showing the revised location of the utility lines. The new location will not conflict with the channel drain. The revised data: for this plan is 11-05-02. 2. We have completed our analysis of the storm drainage system and have no comments at this time. If you have any questions, please do not hesitate to contact our division. Sincerely, Sincerely, f es T. Daley, P.E. C. Michael C. Chase, E.I.T. own Engineer Civil Engineer II M-Z!, 0SP1381W8.wpd t•' A0V 0 7 Z Z2 PLAr MEMO TO: Engineering Dept. FROM: Planning Board DATE: October 15,2002 SUBJECT: Revised Site Plan -Laser Auto Center- Springfield, Mill & Poplar Streets Please review and comment on the attached Revised Site Plan for the Laser Auto Center prior to the Board's November 7`h meeting. Thank you. DSD:pre D. L. BEAN, INC. Land Consultants dCECT75a 4 d ° H' uW0=UTQD. Forty School Sheet WESTFIEL.D, MASSACHUSETTS 01085 DATE JOB N0. (423) 562-7566 October 10, 2002 FAX (413) 562-2091 ATTENTION Deborah Machos - Town Planner TO �- Agawam Planning Board Laser Auto - Site Plan 36 Main Street 92 Poplar Street Tony Parrelli - applicant Agawam, MA 01001 WE ARE SENDING YOU Pq Attached ❑ Under separate cover via the following items: ❑ Shop drawings IN Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ® .Drainage COPIES DATE NO. DESCRIPTION 2 1049102 1 Proposed Site Plan - Sheet 2 of 2 -- 92 Poplar Street 1 10-08-02 4 "Rainstore 3" - Outlet Design w/Sta e-Dischar a Graph BEL , Z Iti lu THESE ARE TRANSMITTED as checked below: f>z t':'-, :y�t s i'�..7 .i KI For approval ❑ Approved as submitted 0 Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Debi Revisions made to plan to make 30 parking spaces and to address Engineering comments itemized as follows. 1. on plan 2. location on plan 3. on plan 4. size & type on plan 5. on plan 6. ramp is bit, cone. shown with spot grades 7.A. channel drain on 2lan B. area shown - no as-built information C. Rainstore 3 in use at Mt. Holyoke College - contact ,lames Kell (Sales-A.H. Harris & Sons, Inc.) 1-860-665-9400. D. enclosed 8. now 30 w/2 H C 9. address is 92 Poplar Street pera licant. Landsca ing, canopy, and sign details will be submitted by Tony Parrelli. If you have any question or other concerns, please contact me. Thank you. Sin 1 , COPY TO_.Agawam Engineering Dept. Tony Parrelli SIGNED: If enclosures are not as noted, kindly notify us at once. David L. Bean, President "RAINSTORE 3" OUTLET DESIGN PAGE 1 OF 4 "LASER AUTO" 10/08/02 92 POPULAR STREET Design Parameters : Embankment Elevation: 205 . 21 Maximum Water Elevation: 205 .21 Inlet Elevation: 202 . 61 Outlet Elevation: 202 .45 Tailwater Depth: 202 . 45 Slope in Percent : 0 . 4 Length of Pipe: 40 . 0 Diameter of Pipe (in) . : 9 .0 Type of Pipe: Manning's n: 0 . 012 Head Loss Coefficient: 0. 0 Flow Type: Orifice Control CALCULATION OUTPUTS Discharge (cfs) : 3. 173 100 YEAR STORM Depth of Flow: 2 . 6 Velocity (fps) : 7 . 1822 Design Parameters : Embankment Elevation: 205 .21 Maximum Water Elevation: 204 . 66 Inlet Elevation: 202 . 61 Outlet Elevation: 202 . 45 Tailwater Depth: 202 . 45 � Slope in Percent : 0 . 4 . k Length of Pipe: 40 . 0Yfi. Diameter of Pipe (in) . : 9 . 0 •- 4C1 11 Type of Pipe: Manning s n: 0. 012 Head Loss Coefficient. 0. 0 Flow Type: Orifice Control CALCULATION OUTPUTS Discharge (cfs) : 2 . 753 50 YEAR STORM Depth of Flow: 2 . 05 Velocity (fps) : 6. 2316 Design Parameters : PAGE 2 OF 4 Embankment Elevation: 205 .21 Maximum Water Elevation: 204 . 06 Inlet Elevation: 202 . 61 Outlet Elevation: 202 . 45 Tailwater Depth: 202 . 45 Slope in Percent : 0. 4 Length of Pipe: 40 . 0 Diameter of Pipe (in) . : 9 . 0 Type of Pipe : Manning' s n: 0 . 012 Head Loss Coefficient: 0. 0 Flow Type: Orifice Control CALCULATION OUTPUTS Discharge (cfs) : 2 .2055 25 YEAR STORM Depth of Flow: 1 . 45 Velocity ( fps) : 4 . 9923 Design Parameters : Embankment Elevation: 205 . 21 Maximum Water Elevation: 203. 61 Inlet Elevation: 202 . 61 Outlet Elevation: 202 .45 Tailwater Depth: 202.45 Slope in Percent: 0 . 4 Length of Pipe: 40. 0 Diameter of Pipe (in) . : 9. 0 Type of Pipe: Manning' s n: 0. 012 Head Loss Coefficient: 0.0 Flow Type: Orifice Control CALCULATION OUTPUTS Discharge (cfs) : 1 . 6817 10 YEAR STORM Depth of Flow: 1 .0 Velocity (fps) : 3. 8066 Design Parameters : PAGE 3 OF 4 Embankment Elevation: 205 . 21 Maximum Water Elevation: 203 . 34 Inlet Elevation: 202 . 61 Outlet Elevation: 202. 45 Tailwater Depth: 202 . 45 Slope in Percent: 0. 4 Length of Pipe: 40. 0 Diameter of Pipe (in) . : 9 . 0 Type of Pipe: Manning' s n: 0. 012 Head Loss Coefficient : 0 . 0 Flow Type: Orifice Control CALCULATION OUTPUTS Discharge (cfs) : 1.2674 5 YEAR STORM Depth of Flow: 0 .73 Velocity (fps) : 2 . 8689 Design Parameters : Embankment Elevation: 205.21 Maximum Water Elevation: 203.08 Inlet Elevation: 202 . 61 Outlet Elevation: 202 . 45 Tailwater Depth: 202. 45 Slope in Percent: 0 . 4 Length of Pipe: 40.0 Diameter of Pipe (in) . : 9.0 Type of Pipe: Manning' s n: 0 . 012 Head Loss Coefficient : 0 . 0 Flow Type: Orifice Control CALCULATION OUTPUTS Discharge (cfs) : 0 . 6556 2 YEAR STORM Depth of Flow: 0 . 47 Velocity (fps) : 1 . 4841 STAGE- DISCHARGE GRAPH "RAINSTORE 3"— "LASER AUTO" 92 POPULAR STREET AGAWAM, MA. 206 100 YEAR STORM 206 205 205 204 204 ol 203 203 202 L 202 0 1 2 3 4 FLOW (CFS PAGE 4 OF 4 .114 or 10/08/02 ,'sue `caGr j�s r� Town of Agawam 0 W 36 Agawam, Massachusetts 01001-1$37 ` Tel. 413-786-0400 Fas. 413-786-9927 O October 7, 2002 Mr, Tony Parrelli 36 Ramah Circle North Agawam,MA 01001 Dear Mr. Parrelli: The Agawam Planning Board discussed your Site Plan for Laser Auto Center at its meeting held on October 3, 2002. During the discussion a number of issues were raised that the Board would like addressed before it can take action on this plan. They are as follows: 1. Show a minimum of thirty (30)parking spaces and one (1) additional handicapped space. 2. Address the Engineering Department comments contained in the memo dated October 3,2002. 3. Enhance the landscaping shown at the intersection of Springfield and Mill Streets. 4. Add details and contours to the canopy and the sign. The canopy is not to be internally lit and all sources of light are to be recessed. Please submit the revised plan to the Planning Office two (2) weeks prior to the next regularly scheduled Planning Board meeting which is to be held on November 7, 2002 so that they may be reviewed by the Engineering staff. Sincerely, l Dennis B. Hopkins, Chairman Agawam Planning Board cc: Engineering Board of Appeals Building Department File �O� 9 TowN OF AGAWAM y MEMORANDUM `a�€0 To: Planning Board CC: John P. Stone, DPW Supt., File From: Engineering Date: October 3, 2002 Subject: Laser Auto Center - Springfield, Mill, and Poplar Streets - SP 381 Per your request dated September 19, 2002, we have reviewed the above referenced site plan entitled "Proposed Site Plan - Agawam, Massachusetts; For: Tony Parrelli, 26 Ramah Circle North, Agawam, MA; Prepared by: D.L.Bean, .lac.; Scale 1"=20'; dated: 9-10-2002", and we have the following comments: I. The plan must show a benchmark. 2. The location and detail of the proposed business sign should be added to the plans. 3. The proposed and existing sanitary sewer inverts, slopes, size, and type of pipe must be shown. Also, if the existing sewer manhole does not have a brick invert already there, we would like to see it installed. 4. The plan must show the proposed.water connection size, and type of pipe. The existing water mains/laterals are not shown. John Savioli has no problem with the proposed water connection design. However, if the two lots were ever to be split, the water lateral would have to be Connected directly to the water line in Mill Street. 5. All curbing, including the radius curbing at the Mill Street and Poplar Street entrances shall be vertical granite curbing. The radius curbing on Springfield Street can be bituminous curbing (Type-2 bituminous concrete berm). Wherever proposed curbing is shown on the plan, its type should be noted. 6. A Sidewalk ramp detail should be added to the plans. 7. The following information is needed prior to the completion of our review of the storm drain calculations: A.) The parking lot grading does not allow some of the storm water to enter the proposed catch basin, therefore by-passing the Rainstore3 system. In order to be certain all of the proposed runoff gets into the Rainstore3 system, it is suggested that a channel drain be installed from the proposed basin south to the opposite curb. B.) The dimensions and location of the as-built underground detention tanks located to the south of the car wash should be added to the plans. C.) We would like to see information on a Rainstore3 System in use in the area. D.) Since the vertical drop in the proposed storage system is so small, the Engineering Division feels that the TR-55 method of calculation is not accurate enough to measure the peak discharge. Therefore, we would like to see a Stage-Discharge curve with accompanying routing calcualtions for the proposed detention system. 8. According to the proposed plans, there are a total of 29 parking spaces, of which, only one is labeled as Accessible. For site plans with 26 to 50 parking spaces, a minimum of 2 accessible parking spaces are required. 9. The street address for the proposed convenience store (1.025 Springfield Street) should be added to the plans. If you have any questions, please do not hesitate to contact our division. Sincerely, Sincerely, ELI James T. Daley, P.E. Michael C: Chase, E.I.T. Town Engineer Civil Engineer 1I sAsp1381107.wo TOWN OF AGAWAM MEMORANDUM a gyp' To: Planning Board CC: John P. Stone, DPW Supt., File From: Engineering Date: October 3, 2002 Subject: Laser Auto Center - Springfield, Mill, and Poplar Streets - SP 381 Per your request dated September 19, 2002, we have reviewed the above referenced site plan entitled "Proposed Site Plan - Agawam, Massachusetts; For: Tony Parrelli, 26 Ramah Circle North, Agawam, MA; Prepared by: D.L.Bean, Inc.; Scale 1"=20% dated: 9-10-2002", and we have the following comments: 1. The plan must show a benchmark. 2. The location and detail of the proposed business sign should be added to the plans. 3. The proposed and existing sanitary sewer inverts, slopes, size, and type of pipe must be shown. Also, if the existing sewer manhole does not have a brick invert already there, we would like to see it installed. 4. The plan must show the proposed water connection size, and type of pipe. The existing water mains/laterals are not shown. John Savioli has no problem with the proposed water connection design. However, if the two Iots were ever to be split, the water lateral would have to be connected directly to the water line in Mill Street. 5. All curbing, including the radius curbing at the Mill Street and Poplar Street entrances shall be vertical granite curbing. The radius curbing on Springfield Street can be bituminous curbing (Type-2 bituminous concrete berm). Wherever proposed curbing is shown on the plan, its type should be noted. 6. A Sidewalk ramp detail should be added to the plans. 7. The following information is needed prior to the completion of our review of the storm drain calculations: A.) The parking lot grading does not allow some of the storm water to enter the proposed catch basin, therefore by-passing the Rainstore3 system. In order to be certain all of the proposed runoff gets into the Rainstore3 system, it is suggested that a channel drain be installed from the proposed basin south to the opposite curb. B.) The dimensions and location of the as-built underground detention tanks located to the south of the car wash should be added to the plans. C.) We would like to see information on a Rainstoxe3 System in use in the area. D.) Since the vertical drop in the proposed storage system is so small, the Engineering Division feels that the TR-55 method of calculation is not accurate enough to measure the peak discharge. Therefore, we would like to see a Stage-Discharge curve with accompanying routing calcualtions for the proposed detention system. 8. According to the proposed plans, there are a total of 29 parking spaces, of which, only one is labeled as Accessible. For site plans with 26 to 50 parking spaces, a minimum of 2 accessible parking spaces are required. 9. The street address for the proposed convenience store (1025 Springfield Street) should be added to the plans. If you have any questions, please do not hesitate to contact our division. Sincerely, Sincerely, OC James T. Daley, P.E. Michael C. Chase, E.I.T. Town Engineer Civil Engineer II sAsp1381147.wpd DECKER COMPANY 412 243 4088 10/01/02 02:5HPm P. 002 Decker ► Company:, 1',' Box s + ' • (413) r r i MEMO Date: 08-02-02 To: Tony Parrelli From: Ronald J. Fortune Subject: 92 Poplar Street, Feeding Hills MA (22201) RE: Drive Through and Parking Impact at Site Current activities at the site include an existing 2,268 sq.ft. car wash, which is to remain, and a car sales unit with office and display. The car sales unit is to be removed, and in its place will be a 2,880 sq. ft. store with a drive through window. Additionally,four(4)gas dispenser islands with a 102'X 24' canopy will be installed. Parking and stacking needs are as follows: • Parking for car wash--12 cars exist and currently shown along Mill Street. • Parking for typical retail store at 1 parking space per 200 sq,ft. of floor area - 14.4 required (or 15 spaces)for this size building. Thirteen (13)spaces are currently shown around the building. • Parking at the gas dispenser islands—8 fueling positions and space provided. + Parldng for drive through window to satisfy regulations requirement of 50 spaces— 14 spaces shown and currently seeking variance. Parking transport unloading over the tanks— 1 space provided over tank fame. Stacking for drive through window to be 7 spaces. This includes one at the window one between menu board and window, one at the menu board and four waiting behind the menu board usage. DECKER & COMPANY 413 248 408E 10/01/02 02:53pm P. 009 0 MEMO 22201 08-02-02 Page 2 Most communities that we deal with require no more stacking than this, and patron:; will refuse to wait beyond this point. Many commercial enterprises that incorporate a drive up window chain experience 30%window usage in combination with a convenience store. With a stand alone food service unit that number could be as high as 46%. There may be an initial intensity from the opening. However,the reputation of the establishment for speed in serving at the window will determine it: usage, which must be maintained by menu and management for delay elimination. Stacking at the fueling islands, with the number of islands provided, would not be necessary. On the rare occasion that it might be needed,the fueling area can easily stack 6 additional cars with no impact to the on site travel pattern. RJF/prf 0' Town of Agawam ' 36 :Main Sa"A Agawam, Massachusetts 0I001-1837 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO; AGAWAM PLANNING BOARD FROM: DEBORAH S.DACHOS, DIRECTOR OFFICE OF PLANNING AND COMMUNITY DEVELOPMENT SUBJECT: SITE PLAN-TONY PARRELLI DATE: OCTOBER 1, 2002 The Planning Board is in receipt of a revised Site Plan for the proposed Laser Auto Center to be located at the corner of Springfield and Mill Street. Attached please find a letter that the Board sent to Mr. Parrelli dated June 24, 2002 which outlined the information that the Board needed in order to make a decision on the plan. 1. No additional information has been submitted regarding traffic circulation and deterrents for cut through traffic. 2. A memo from the Engineering Department has not been received at this time. 3. Landscaping plan including species,size and location has been submitted. 4. Building elevation has not been submitted. S. A storm drainage permit must be sought. 6. A canopy detail has not been submitted. 7. Exterior lighting cut sheet and contour plan have not been submitted. 8. Elevations of all signs have not been submitted. 9. An analysis of queuing for the drive-thru window has not been performed. Until the above information is submitted, the filing still does not appear to be complete. 'own -of Agawam 36 Mala.Street Agawam, Massachusetts 01001-1837 Tel. 413-796-0400 Fax 413-786-9927 June 24,2002 Tony Parrelli Chabot& Parrelli Realty 36 Ramah Circle North Agawam,MA 01001 Dear Mr. Parrelli: The Agawam Planning Board discussed your Site Plan for the proposed expansion of the Laser Auto Center at its meeting held on June 20,2002. The Planning Board asks that you provide revised plans containing the following information for its next meeting: 1. Provide additional information regarding the traffic flow through the site and deterrents for cut through traffic. 2. All Engineering concerns and comments must be addressed. I A detailed landscaping plan indicating species,size and location of all plantings must be submitted. The Board would like to see shade trees planted on the site, 4. Colors and textures of the building must be submitted. 5. A Storm Drainage Permit must be sought. 6. The canopy details must be submitted. The canopy lighting must be recessed, 7. A cut sheet for all exterior lighting must be submitted. A lighting contour plan is also requested. 8. Elevations of all signs must be submitted. 9. An analysis of queuing for the drive-thru window must be performed. If you have any questions,please contact the Planning Office at 786-0400,extension 283. Sincerely, ,Js.s Dennis B. Hopkins,Acting Chairman Agawam Planning Board cc: Engineering Building File Town of Agawam 36 Main Street Agawam, Massachusetts 01 01E-1837 Tel. 4.1.3-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept.,like Dept.,Police Dept, FROM; Planning Board DATE: September 19,2002 SUBJECT: Site Plan- Laser Auto Center- Springfield,Poplar&Mill Streets Please review and comment on the attached revised site plan for the Laser Auto Center at Springfield, Mill and Poplar Streets prior to the Board's October P meeting. Thank you. DSD:pre Michael R. Mercadante Fire Inspector Agawam F1 re D par ent Date- O D e.x Foe,/ t �Ott LII'A) & WNA� apt- td � - aUj Sit& AZ Michael R, Mercadeglr Fire Inspector Agawam Fire D er Date: O rk, ` 0alta, L Itcamse *-Fo-e- apt Pee-"-L'+ Sp Wr—Se A u--p- i t SCALE o' 2o' ao' 60' FEET C ca d b AS BUILT PLAN a r MASSACHUSETTS FOR: TONY PARRELLI L�� 36 RAMAH CIRCLE NO. DEAN AGAWAM, MA. DATE: SCALE: 1 "=20' 4r 5- 1 ---2002 CHECKED: D.L.B. T J ,aa,', SHE ETOFNO. BEAN 40 SCHOOL 8TR�ETC. _ SURVEYORS & WESTFIELD, MASSACHUSETTS ENGWEERS Michael R. Mercadante Fire Inspector Agawam Fire be r.t n Date: 9 a �� cL SCALE 0' 20' 40' 60' FEET 92 �'oi�lae sr'•eF�'� PROPOSED SITE PLAN AGAWAM . MASSACHUSETTS FOR: TONY PARRELLI r„ AGAWAM, MA. DATE. SCALE: 1 ' =20' 9- 10--2002 CHECKED: D.L.B. C.A.D. SHEET NO. L- T.J.A. 2 OF,?, D . L . BEA 40 SCHOOL gTNINC. _ SURVEYORS & WESTFIELD, MASSACHUSETTS ENGINEERS Town of Agawam 36 'Ma.i.n sti°ect Agawam. Massachusetts 01001-1837 Tel. 41 3-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Fire Dept., Police Dept. FROM: Planning Board DATE: September 19, 2002 SUBJECT: Site Plan - Laser Auto Center- Springfield ,Poplar&Mill Streets Please review and comment on the attached revised site plan for the Laser Auto Center at Springfield, Mill and Poplar Streets prior to the Board's October 3rd meeting. Thank you. DSD:pre AGAW"PI AMVMG BOQARD r-X&na aMVikzdimrfGrSNWF%M P1me wmpift dw following fa m.and r it and:M capita of ft Tft PIRMO: Aamm Board offr=oMadConwndty DayWopmeM 36 Main Sitwt Apwa in, MA 01001 September 18, 2002 1. Nam&Businm Laser Auto Center Add= 36 Ramah Circle North - Agawam I Name of Appfie2at/4wm Chabot & Parrelli Realty, Inc. & Paul E. Malkoon Add= ,..��26 Bazah cirei_ Nor a —.Agawam Tclephone 531-5298 3. Name ofFdArdzicct D.L. Bean, Inc_. - - AddMM 40 School Street - Westfield, MA 01085 Tclephono 413-562-7566 4. Plem Sim a b&f d ion of*A pmpowd Pm1c= z Site plan is for construction of a convenience sMP"' e gas pumps and new parking areas associated with a$ovq 1� :< �41yp� CZ Rcv. 2(14J94 AGAWAM PLAG BOARD FaM12 AppgamooRiorShwPtas MOW complete:the foitaming fb m.and,MicaitMCLIacopi a ofti cSitaPbmto-. Apw=nPbWiMgBOUd oem off Md Cry 36 Main Strict Ag WMM,MA 41001 September 18, 2002 1. Name ofBusiam Laser Auto Center Addr= 36 Ramah Circle North - Agawam 2. Name of AppliczWOma Chabot & Parre111 Realty,„Ind_»_ & Paul E. Malkoon AddM38 3{ Ramah Circle North -„AggX= , Tedephone 531-5298 3. Name ofEngmexr/Arc b= D.L. Bean, Inc. �. Addmu 40 School Street - Westfield, MA 01085 Teie:ghM 413-562-7566 4. Pleae give a brief desmip*n of the pwpowd Site plan is for construction of a convenience store - gas pumps and new parking areas associated with above. RM 2/14/94 PFKXXICT940 Mil bC.bob%ELM47LTiOWKRMULMI4MA.,� �A D. L. BEAN, INC-10 2 o l Land Consultants Forty School Street WESTFIELD, MASSACHUSETTS 01085 GATE JOB NO. (413) 562-7566 September 18 2002 FAX (413) 562-2091 ATTENTION ,lames Daley, Town Engineer TO Agawam Engineering Department _ RE. 92 Poplar Street Proposed Site Plan Tony Parrelli, Petitioner WE ARE SENDING YOU X Attached ❑ Under separate cover via the following items: ❑ Shop drawings 2 Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order (X Application & Drainage COPIES DATE NO. DESCRIPTION 1 5-01-02 1 "As-Built" Plan - 92 Po tar Street (Car Wash) 1 9-12-02 1 92 Poplar Street - Proposed Site Plan - 1 9-18-02 1 Application for Site Plan Approval I Sept. 2002 15 Detention design calculations and Storm Drain Permit Application I ---- 14 Rainstore 3 - Brochure 1 ---- 4 Rainstore 3 - Details THESE ARE TRANSMITTED as checked below: CK For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution L) As requested ❑ Returned for corrections ❑ Return corrected prints E For review and comment Cl ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Jim: Because of the shallow grades and volume of water we have to store we have chosen this system to be placed under the small parking area where no truck traffic is expected. If you have questions about the system, I can put you in touch with the area representative. If_you have questions for us, lease call at your convenience. Thank you. Since ly, rtment - letter on COP nor arts SIGNED: Town .of Agawam 36 Main greet Agawam., Massachusetts 01001.-1837 Tel. 41.3-786-0400 Fax 413-786-9927 MEMO TO. Board of Appeals FROM: Planning Board DATE: August 21,.2002 SUBJECT: Site Plan -Laser Auto Center- Springfield&Mill Streets On June 24, 2002 the Planning Board requested additional information of Mr. Parrelli of Chabot &Parrelli Realty regarding the Site Plan for the Laser Auto Center(see attached). The Board has not yet received this information. At its August 1, 2002 meeting the Planning Board voted to return the Site Plan to the applicant until all of the requested information has been provided on the plan (see attached). If you have any questions,please a contact this office. DSD:pre Town of Agawarn 36 Maio-Street Agawam. Massachusetts 01061-1837 p, Tel. 41.3-786-0400 ,Fax 413-786-9927 June 24, 2002 Tony Parrelh Chabot&Parrelli Realty 36 Ramah Circle North Agawam, MA 01001 Dear Mr. Parrelli: The Agawam Planning Board discussed your Site Plan for the proposed expansion-of the Laser Auto Center at its meeting held on June 20,2002. The Planning Board asks that you provide revised plans containing the following information for its next meeting: 1. Provide additional information regarding the traffic flow through the site and deterrents for cut through traffic. 2. All Engineering concerns and comments must be addressed. 3. A detailed landscaping plan indicating species, size and location of all plantings must be submitted. The Board would like to see shade trees planted on the site. 4. Colors and textures of the building must be submitted. 5. A Storm Drainage Permit must be sought. 6. The canopy details must be submitted. The canopy lighting must be recessed. 7. A cut sheet for all exterior lighting must be submitted. A lighting contour plan is also requested. S. Elevations of all signs must be submitted. 9. An analysis of queuing for the drive-tlru window must be performed. � i 1 i If you have any questions,please contact the Planning Office at 786-0400, extension 283. Sincerely, Dennis B.Hopkins,Acting Chairman Agawam.Planning Board cc: Engineering Building File F E Town of Agawam 36 Main Street Agawam, Massachusetts 01061-1837 Tel. 413-786-0400 Fax 413-786-9927 Na y* 4 y.l• + August 2,2002 W Mr. Tony Parrelli 36 Ramah Circle North Agawam,MA 01001 Dear Mr. Parrelli: Please be advised that at its meeting held on August 1,2002, the Agawam Planning Board voted to return your Site Plan for Laser Auto Center until you have submitted the necessary plans for review, If you have any questions,please contact the Planning Office at 786-0400, extension 283.' Sincerely, Hr�- Dennis B. Hopkins, Acting Chairman Agawam Planning Board cc: Clerk Engineering Building File f 4 Town of Agawam 36 Maio Street Agawam, Maasaebusetts 01061-1837 Tel. 41.3-786-0400 Fax 413-786-9927 (Tf August 2, 2002 r., w Mr.Tony Parrelli 36 Ramah Circle North Agawam,MA 01001 Dear Mr. Parrelli: Please be advised that at its meeting held on August 1,2002,the Agawam Planning Board voted to return your Site Plan for Laser Auto Center until you have submitted the necessary plans for review. If you have any questions,please contact the Planning Office at 786-0400,extension 283. Sincerely, \6 RUVI� Dennis B.Hopkins,Acting Chairman Agawam Planning Board cc: Clerk Engineering Building File 4137816885 081 01/2002 12: 30 413781 CONN VALLEY BIB".c PAGE 01 I01 LASER AUTO CENTER 36 RAMAH CIRCLE NORTH AGAWAM, MA 01001 TO: PLANNING BOARD FROM: TONY PARRELLI DATB: AUGUST 1, 2002 SUBJECT: PLANNING BOARD MEETING AUGUST I, 2002 I REQUEST TONIGHT'S MEETING BE TABLED TO THE NEXT MEETING IN AUGUST 2002. SINCERELY, /-�C/2r TONY PARRELLI TOWN OF AGAWAM MEMORANDUM To: Planning Board CC: John Stone, DPW Supt/File From: Engineering Date: July 30, 2002 Subject: Revised Plan- Laser Auto Center-Mill &Poplar Streets As per your request dated July 26, 2002, we have reviewed the revised site plan entitled "Tony Parrelli - Site Plan Scheme for 92 Poplar Street, Feeding Hills,Mass., Scale: 1"=20',by Decker& Company,33 Park Plaza, Lee, MA, latest revision 7-23-02" and have the following comment: The plan does not contain enough information(existing conditions;grading contours, drainage scheme, construction details, etc.) to make a complete Site Plan review at this time. Sincerely, Rich S. Seidnitzer James T. Daley, P.E. Civil Engineer I Town Engineer s:lsp1381106.wpd MEMO TO: Engineering Department FROM: Planning Board DATE: July 26, 2002 SUBJECT: Revised Plan- Laser Auto Center- Mill &Poplar Streets Please review and comment on the attached revised Site Plan for the Laser Auto Center prior to the Board's August I'meeting. Thank you. DSD:pre Town .of Agawam - iwo 36 Main Street Agawam, Massacktaset�ts 01061-1837 � Tel. 413-786-0400 Fax 413-786-9927 a N c„ July 22, 2002 Tony Parrelli Laser Auto Center 36 Ramah Circle North Agawam,MA 01001 Dear Mr. Parrelli: At its duly called meeting held on July 18, 2002, the Agawam Planning Board voted to approve an extension for consideration of the Laser Auto Center Site Plan to its August 1,2002 meeting. If you have any questions,please contact the Planning Office at 786-0400, extension 283. Sincerely, Dennis B. Hopkins,Acting Chairman Agawam Planning Board cc: Clerk Engineering File 4137e16885 07/17/2002 11: 08 413781W CONN VALLEY K PAGE 01/01 1p LASER AUTO CENTER 36 RAMAH CIRCLE NORTH AGAWAM, MA 01001 JULY 17, 2002 TO: PLANNING BOARD, TOWN OF AGAWAM LASER AUTO CENTER, MILL $ SPRY'l+O'GFIELD STREET REQUESTS YOU TABLE SITE PLAN REVIEW TILL THE AUGUST 19, 2002 MEETING. RESPECTIVELY, TONY PARRELLI Town .of Agawam r 36 Mai Street Agawam, Massachusetts 01.061-1837 Tel. 41.3-786-0400 Fax 413-786-9927 June 24,2002 Tony Parrelli Chabot&Parrelli Realty 36 Ramah Circle North Agawam, MA 01001 Dear Mr. Parrelli: The Agawam Planning Board discussed your Site Plan for the proposed expansion of the Laser Auto Center at its meeting held on June 20,2002. The Planning Board asks that you provide revised plans containing the following information for its next meeting: 1. Provide additional information regarding the traffic flow through the site and deterrents for cut through traffic. 2. All Engineering concerns and comments must be addressed. 3. A detailed landscaping plan indicating species,size and location of all plantings must be submitted. The Board would like to see shade trees planted on the site. 4. Colors and textures of the building must be submitted. S. A Storm Drainage Permit must be sought, 6. The canopy details must be submitted. The canopy lighting must be recessed. 7. A cut sheet for all exterior lighting must be submitted. A lighting contour plan is also requested. 8. Elevations of all signs must be submitted. 9. An analysis of queuing for the drive-tluu window must be performed. If you have any questions,please contact the Planning Office at 786-0400, extension 283. Sincerely, Dennis B. Hopkins, Acting Chairman Agawam Planning Board cc: Engineering Building File Town of Isawam '+ 36 Main Street Agawam, vlasfiachusetts 01001.-1837 Tel. 41.3-786-0400 Fax. 41:3-786-9927 MEMO TO: Engineering Dept., Police Dept., Fi c,D ;. FROM: Planning Board DATE: June 4, 2002 SUBJECT: Site Plan- Laser Auto Center- Mill and Springfield Streets - Chabot& Parrelli Realty Please review and comment on the attached Site Plan for Springfield and Mill Streets prior to the Board's June 20t"meeting. Thank you. DSD:pre �e=c�dant e3 R' Mi�ha 1ns4ect0t tm ASa Fire p ` J U N 0 6 ZOOZ 'Mi c4�1,,.�. Fire r Agavat F#f* Date: OK _u CD 4 x � MAY 3 0 2002 P LAN REVISED: 5-1 -02 RETAIL D.E.A. REVISED: 4-9-02 CURBCUTS RELOCATED D.E.A. TONY FARKELLI SITE PLAID SCHEME FOR SPRINGFIELD AND MILL STREETS AGAWAM , MASS. DATE: 3-5-02 DECKER & COMPANY SCALE: 1"= 20' 33 PARK.PLAZA DR. BY: D.E.A. [LEE D FILE: 22201 AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: June 13, 2002 DATE RECEIVED: May 30, 2002 DISTRIBUTION DATE: June 4, 2002 PLANNING BOARD MEETING, DATE: June 20, 2002 APPLICANT INFORMATION 1. Name of Business: Laser Auto Center Address: 92 Poplar Street, Feeding Hills, MA 01030 2. Owner: Chabot & Parrelii Realty Address: 36 Ramah Circle North, Agawam, MA 01001 Telephone: (413) 567-7681 Fax: 786-1354 3. Engineer: Decker & Company Address: 33 Park Plaza, Lee, MA b Telephone: (413) 243-4083 Fax: (413) 243-4088 PLAN REVIEW Scale: V = 20' Date: March 5, 2002 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Street address must be shown on the plan. Description of Project: Proposed construction of a four pump gas station with a 3000 sq.ft. convenience store with a drive thru. Site Plan Review Page 2 Description of Site: Proposed site combines lot of existing car wash with lot containing used car lot. All structures to demolished should be so noted on the plan. Provision for Traffic Flow: Plan shows five curb cuts, three of which are existing. Two new relocated curb cuts will provide access to the convenience store. Each of these curb cuts are 40 wide. It seems appropriate at this time to consolidate some of the curb cuts. The Engineering Department should examine the plan to determine if fewer curb cuts could be used. Parking: Plan shows parking for forty (40) vehicles. Drive thru restaurants require a minimum of fifty (50) parking spaces. Drainage: Must be approved by the Engineering Department. Public Utilities: Utilities have not been shown. Landscaping/Screening and Buffers: A landscape plan showing size, species and location of plants must be submitted. The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location: Not provided. Exterior Lighting: Not provided. Cut sheets of all exterior lighting must be provided. Rendering or Elevations: Not provided. Must be provided, as well as colors and textures. Dumpster Location: O.K. Other Comments or Concerns: This submission is not complete. I MEMO TO: Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: June 4,2002 SUBJECT: Site Plan -Laser Auto Center- Mill and Springfield Streets - Chabot& Parrelli Realty Please review and continent on the attached Site Plan for Springfield and Mill Streets prior to the Board's June 20`h meeting. Thank you. DSD:pre AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following farm and return it and 10 copies of the Site Plan to: Agawam Planning board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business LASER AUTO CENTER Address 92 POPLAR STREET , FEEDING HILLS , MA 01030 Telephone 413 567 7681 Yaw. 7 8 6-13 5 4 _ 2. Name of Applicant/Owner CHABOT & PARRELL I REALTY Address 36 RAMAH CIRCLE NORTH, AGAWAM, MA 01001 Telephone 413 5 6 7 7681 Fax 786 1354 3. Name of Engineer/Architect DECKER & COMPANY Address 33 PARK PLAZA, LEE, MA Telephone 413-243--4083 Fax 413 243 4088 4. Please give a brief description of the proposed project: FOUR PUMP GAS STATION WITH 3000 SF CONVENIENCE STORE WITH DRIVE THRU. RP.VTQM a117N1R TowN of AGAwAm MEMORANDUM To: Building Dept. CC: John P. Stone, Supt. D.P.W. f Planning!File From: Engineering Date: May 10,2002 Subject: JC Car Wash- SP 381 We are in receipt of a plan entitled"Tony Parrelli - Site Plan Scheme"for Springfield and Mill Streets, Agawam, Mass.; prepared by Decker&Company, 33 Park Plaza, Lee, MA; Date 3-5-02; Scale 1"=20'. We are in anticipation of receiving a set of plans detailing the construction of the proposed new drive connecting this site to Mill Street. If you have any questions,please do not hesitate to contact our division. Sincerely, � . Richard S. Seidnitzer J T. Daley,P.E. Civil Engineer I Town Engineer MAY S ASITEPLANISp3 S 1_02.wpd Town of Agawam 36 Main Street Agawam. .Massachusetts 01001-1837 lop Tel. 41.3-786-0400 Fax 413-786-9927 Memo TO: Nick Urbanati,Building Inspector Jack Stone, DPW Superintendent Jim Daley, Town Engineer Chief Pisano, Fire Department Donald Gallerani, Safety Officer FROM: Deborah S. Dachas, Director Office of Planning and Community Development DATE: March 27, 2002 SUBJECT: Team Meeting- Mill, Poplar& Springfield Streets Attached please find a plan of the proposal for the Mill, Poplar and Springfield Streets site which we will be discussing on Tuesday,April 2"d at 1:00 PM in the Town Clerk's Conference Room. DSD:pre 4a11�fikZU4-&�&. h10861 I, Hascadante 1ptr@ Inspector Agaven 31k7a. 7ut tot S' Town of Agawam ' 36 Main Street Agawam, Massachusetts 01061-1837 Tel.. 41.3-786-0400 Fax 413-786-9927 Memo T0: Nick Urbanati, Building Inspector Jack Stone,DPW Superintendent Jim Daley, Town Engineer Chief Pisano, Fire Department Donald Gallerani, Safety Officer FROM: Deborah S. Dachos, Director Office of Planning and Community Development DATE: March 27, 2002 SUBJECT: Team Meeting-Mill,Poplar& Springfield Streets Attached please find a plan of the proposal for the Mill, Poplar and Springfield Streets site which we will be discussing on Tuesday, April 2nd at 1:00 PM in the Town Clerk's Conference Room. DSD:pre End view of i eNabric connection. Cut an X in the Suitable slruclural hackfill. EiX 1200(Tenser y P 8X121�q a equrv.) fabric slightly larger than pips: pull the fabric around the m u6n pipe to create the"hoot"and then secure with a Iafl§94 mndrtred y u r,vA,A .. nlN fc bop IIIGnagrid(l ensar P P Beckf4ltx,rnpertwd w+wsdmN+nfe"raM.+rrn OX I 20n ar equw-)' �_r" hrue-clamp, f` Rainstore3 Unit Dimensions pw.irtfdensity. 12'(0.3m)minimum, rre,nwNry f tac►o,+ W 40.9 m)maxmxtffl depth. Y Ratnslar$19Eruch,ra- 1 ln(c oullicf pipe r lnlcNluuticrplpe F11wrcL+n rrverflucrure «�?�E '{.f�Q. �� A�PGALS '� ZOO) 1 meter(40") —` LV ` / surfacing L` =f / I �. /..1 ll cf , MAR i 10 A I0. 10 �'y �O G it oz-min.nonwoven ge0lexple I s t " I:. / A , ``� ` � f,Aer falxic encasing Rafnslore3 I �_ � / // 3 F)r"cif i 1' , MA �rtA - structure. 7 G Galch 6asirt or other suitable y \ "- - ~ n 4W(1 0 m no ttd[Tenser 8X 12gD m fivalioa system.(by others) )q 9 oregwv-)overlap. ) ! ',.., '.)k: R1(7ensar 9X 1200 or ertu,v.) - rr Geogr + I f !f if r v f 44 '- }— Nnnconnsive hoaatlamp v9RCk 1 fasten -- .- Ra,nslnre3 9lnlclurR' Unar to pipes to prevent b I trackfill horn entering structure. v x Tr i ,meter(4W) i r� < - _ 8 oz.min-non-woven ge018010 --' filler fabnr.Anras,ng Ra,ns4ofe3 slttlflurA "X"rue in the fetrrie hcoEexfile falxie(R n�.miu,3 f \ End In anew pipe r0 enter. frxrnrd into a r r .I ( Gcolextilc fabric 51de r iew / \ flelentrrK,4xitit rx po if necessary. `� \ LAND 011 Sired for desimd llow race./ r ie�V / ` N F Location near intlovr alfotrS suspended a '' E xz:avaUOn Finn I i I sands to exit pe10re 9e1ding. 5 �'•� -- _ •� - _ _ Su,latNn stnrCh,ral narkfill mmhaclad , Rainstore3 Inlets/Outlets With Fabric SANDRA J. COSENZI f Stnls+hie stnicttrral harkfill (a 9596 au,difled proctor density. / ! / comwPewl to wi%mndd,ed � Y \� ` C.oOnrttML p1pet4 the q{lorlOrf3 llrvrl,rrt / / / I n-�- praetor dsnsily. Raurtore31 slructurey' • J / / ! \ l ` \ 0.1 meter(41 _ f � I i1,ly��a q � � �20"(().5 m)mrnanum to ellaw �••' G-� sptx xrt camparlipn.13.1 meter(4') 0.08 meter(2.6') 0.17 meter(6.$") I � \ "'ace [ pro[ / / \ \ \ 8 01,min.nonwoven exlile filler labrit Geognd(Tenser 8X 12iNf or eglprr.} gent --�.,-�. ----,Ganpnd(Tensor HX1200 or equ,v.) TB� ' �I cocas Ftair,store3 4$�" / 4 / \ � tu' I sVuthro. Excavation line. \ m Rainstore3 System ', , —..ns....",."",n",Inl,n•M,Nf10 \ 1 f ' / /� \, `\ 1•.;.,WEzc�t:,cm$to[of raoxawA1c Cgef-aIoh ON 1 f IAN Nt UaufFrEo wnE 44 HWMA�rrp 6 CENTEAS I' / L.P. / / mac-?• E?i :r,t"cA�. oxrEc,oa BITUMINOUS CONCRETE �� ° � `' � / f � ° \\ Rainstore3 Unit Detail CURB TYPE-2 Tor couRsf �" ¢� I P ��lo' _ �r o� 3.ne.ors]n .4"H..•.t•!N^Re,',.NG 9rM^<^l O'r WND., C,,R,, ( NO SCALE) 10�� r' A GruTE r S.Pf \ / ry, EXIST.�•� j f ` � 6AtTE wELoiNc qE rA,G TYPICAL CONCRETE WALK E a `� EXISTING V0 C.B. RIM=205.32' -�_ < \ ` I ; A-2• BITUMINOUS BERM M"B. 12 ADS INV our=199.63' s s.P. / \ ,.— — SOU0we$sp6En �� 1 ��" / Bly. CONC. PAVEMENT / g \ \ \ \ ... Trr1CK e} Tov couAfE WIDOW**HLOW 6e ar,rrp N CAPE COD BERM) P \ � 5. � �, �,2 i / �]��I � // / � S.A. � � \ \\ eEwre+.G ern � � Tor vttnr 011 ,0'OR2o•,+,06erw PPE LENWH � + 4 / L.P. / EXIST. ® \ I; ;t GA.r£wE�oEn 6- Pin ikRouc" " �' , \a`� / � j C.8 RIM=204.57 \ SEE GAVE 6 yg• " P.0 CONCRETE - ""a ca,wst4� r"PE a' o,rT£ b" GRAVEL BASE VENDOR ` \ /� t I I ( \ 3` / MACHINE / CONIPACTED GRAVEL / METHOD OF SETTING VERTIC TE UIM � / / � ( v / / � J O / / AQ , ; 1" Surface Course 1 / j J / ILNL)OR / �C P Jp ajG \ t s[crloR•.x aw...no+ nstcAc f.r�uargR 1.5" Binder Course j j j / \ S p`� \ STaN04Ra GRATE r3ET/UE y Zl 1 j I ACHINE 611 Revell `� t `� I �)� Vertical Granite Curb / / �, ( ` �1} j / �/ O L.P. / 1 FINISH COURSE HIGH SLUMP CONCRETE (height varies 15H-17") 41� � I �� .(1�e� ' ` / / EXtS71NG/ p EXIST / t 1 1 TO TOP OF PIPE f / V1.H.R.W=295.76' / 12° Grovel Base � b 1 �� // / / / �,1 I�� j f BRiCK AND 8LOCK cy� / 1 LEGEND I i" `� �oN� os-P. / / / p�� E V '� sull flIN Ex;sT. . � i o / / 1� /O 'k i C.B. RIM=203.53' ` GSB � �\�-� 10, �!25 / / � G� I � � I w,! �� i `� � #�? � � EXIST ° ■ EXISTING GRANITE STONE BOUND j I G I c / , c t ■ EXISTING CONCRETE BOUND FOUND / / / / L� ` � � ,� I \ I �.F.=206.19' / O / M.H.RIM=205.87j EXIST. o �� ROUGH i EXISTING IRON PIPE FOUND r4 r I C c' ms / I \, C.B. RII 242.73' !/ ? 0 SHAPED.BED G EXISTING MANHOLE�' // , �� / i �� 9�Y Ov�C / / W.G.M EXISTING WATER GATE l �� ^ .,oil Cd V p C / EXIST. f S.P. 'a EXISTING SIGN POST `I �' G j J fL / C.B. RIM= 204.4i' / �i / \h 5 ! > 12 ADS INV IN SW = 198.9a' / ti / T.L. �,1 EXISTING TRAFFIC LIGHT S.P. / / �t 1 j (1� �P f �'p� H jj� �r'e'� f ` , �`L�° 12" ADS INV IN NE = 198.g4' L.P.1s EXISTING LIGHT POLE cl I\`' i;2.�+ ( rJ �V" �' , �y r' lj ` �r , 0 J a / 12" ADS INV IN SE = 199 b1' ® EXISTING CATCH BASIN ; i� �°g 7 // �Q 1 12" ADS INV OUT = 198�95' j L Pa yp�/' m.el EXISTING MAIL BOX J�0 / / 1. �4 I {1 ?j I o\� W.G. 0 EXISTING DOWN SPOUT G / i �' . EXISTING CONTOUR Q ' U �y {/ °M J r r F�I zf 0 o o , \ '1 +r 12"APS INV. IN =198.67' D�'� 1 � � ��A v� I f� p�� r�l� •u 0d� f by 6 PVC INV. =198.82 �(f B / / / • ► (` r 1i CG p c� r RESTRICTOR INTO 1 2"PVC RAi11[STQI2$3 OU�[ETA�FTAl1. ® = /C'20PRSGb C'�?CrYI��✓`/N / / x p , QrjV I � 1 (5 P,P P� O 15" ADS INV_ =198.&5' rr✓.{�i O V� j / / / �/ l �t' R! // s / �� ,�� EXIST. 1Y ENE) CAP 2 qz' I � a • EXISTING � / � / !(,�_. ..( ,�� _ /�/LO/aQ,s wigYCriC G/.C-�� / / P��/ y ��Q _ % ` / / f f / v 's (�e1' �0�'3 J� s -o BIT. CONC. PAVEMENT o / v� 0 /G / RIM=201.27' - -%-` - =f'2o�ccSCso.S�.cI�T/�..x�lrJF1Z G/.u�' J / \ 1 �a / ,©A� �(��' / O / / �5 f I a 1 �a ' .qp EXIST �� EXIST. / 1 /// �/��•dG2X`U 0 / /I \ rr y �� /Fd,�p i /`T rr, ti !.° " C.B. RIM= 205. p0�' / / C,S. RIM=201.20' J 1 1 l va u� / 3" q cat / 12 ADS INV IN= 202 5' �I r! cln 9' HOLE �l�aPO.S UNV a4' /ZdU,fCV / S i a ` / 4 0, r(l, P � i / Il Y ! r ,� 12" ADS INV OUT 0 .21' / ' ' /f C 9 GGCCT/L�G t TC�Pib. � GSB 5 i 1 / p`� i R ` J 1rtw.g'°azB2.6!' 6 a 7- i / /, �� tj �'?/98 7L' / +� EXIST C.B. RIM= 205.08' j,�8�•l�5 / 0 O J// / / / nO 1k`}' 13� 2 ^5 1 �=3I a�,/ / L / (82,ce �) f 12" ADS INV OUT= 202.61' .r f �/ , / / �(`J'� / ci I 64 / / P / �/j // �.� / AM / a one* j E B T. 210.5 /` /� f / / / / :� o �,�' ix ��lv✓.=aos.zy' 1 N 3 00 \ j 12' RCP I 4V 6U / / ' / { ti o� y / / d' f CS 12.0 g$x _ �� PER MANEA ° 7o� his Rawam � r1��U _ - EXISTING SIDEWALK\ 12 R P ?TNG S11vAZK- IV,. � � S 3 _ ,� -- J . _.. 2- � 259.70' �ti}" ®,s.a�i, ,. 2eg�/ �- 554 / 1 D2.98 / � r — �-'� EG c=✓• = z�3, � 7• a g(1)BI?r1TI S.P. HAND R I�r P- - l S 89'59 3 VY 362.68' --/01 S.P. flrsr�*cc C� .etrf�C +ri _ - RAMP of — Agawam Eng'tReBriflg Diti _17 �3 1 - � ` p gqonryry f EXIST. EXIST. GRANITE CURB EXIST.ttj ,[�l IN1TaLG Cy,COw��TE �v��,aYcc c9.vi7c-C,,z3 EXIST. EXIST. MAF[ ! t:illi3 C.B. RIM=212.67' ,S �.<JtJ/�✓ C.B. RIM= 208.53' " �"c'� TU•JCW C.S. RIM=203.14' M.H. 'IC3 /"op, w "Cj ied� 7 12" RCP INV. IN= 204.69' - � ~ ` 1 12" INV. IN= 204.76 EX/JT�`�/NTa ST /r��$ ` � RIM=202.72' r 12" INV. OUT= 20128' O ,��•.3�' lLLTFEET Y�Y� /zE"CG 7 /Z�"' iJ ...rcl�.,y r � , EXIST. r RIM=202.70' O PRECAST CATCH BASIN SCALE NOTE: 0' 20' 4V 60' *ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY 00, �y�gs5.3TAc� � ABUTTING THE PARCEL AND INCLUDING THE TREE BELT SHALL BE MAINTAINED IN A SAFE AND ATTRACTIVE CONDMON BY THE OWNER OF THE PARCEL." 7-ole FEET •Y t 4-,77o- W1,v�dr4 4&WAOtreo.c� TYPICAL PARKING PAVEMENT STRUCTURE N.T.S. tIL1tiUCi� � 2 COURSES BITUMINOUS CONCRETE Ci1i7PEGBp�/ PROPOSED SITE PLAN ,p 1" TYPE I-1 SURFACE '"' 1.5" TYPE 1--1 BINDER , � AGAWAM. MA A H S TT � � G FOR: ''/Gf/r"� c7Z'�//per 'ZyIJ (yV0 ` ,, t q • '�' TONY PARRELLI lyi-- o LEROY ~a R)CHARO �� 1' � AGAWAM, MA. ' •• _ _-_ 4" PROCESSED GRAVEL CLINK Ali 9ii� �w /.�v�=2�3,zy NO 2g�.t4 � G � DATE: SCALE: 1 "=20' MAY 8" BAN RUN GRAVEL ^-~r- j --� �" h Crvll 4 ;. zt K STONLXszL -� 4 y 11E�c CK at � cEr z �o, . 9- 10-2002 CHECKED: D.L.B. - _ _ U 4r tan t�w Ism rw . 1(oft M ON f NOTE: DIG SAFE As WELL AS EACH UTILITY COMPANY EXISTING SUB-GRADE ---- l ` """ _ a Arma+era �"`=„�, �1 t - ,ems✓ /0 o C.A.D. SHEET NO. �Fa / T.J.A. z OF Z SHALL BE NOTIFIED TO MARK THEIR UNDERGROUND LINES ' #" -• ;':r AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION. S t . .•,. " DIG SAFE TEL, 1-800-344--7233 i•'.4 z.'ti. �;• ,"'+ < r "„ NOTE: PRIOR TO ANY INSTALLATION OF ANY SEWER, WATER, OR '- t` NOTE' ALL NEW MATERIAL TO FEET DRAINAGE LINES THE CONTRACTOR/OWNER SHALT. CONTACT THE � r- ■DLBEAN. INC. SURVEYORS & TOWN OF AGAWAM SPECIFICATION TOWN OF AGAWAM'S ENGINEERING DEPARTMENT O 786-0400 EXT. 278 � �6 r+rsr�./�A 40 SCHOOL STRkET -" ENGINEERS WESTFIELD, MASSACHUSETTS 2D03 5uttable stnictural hxkfill, Geognd{Tensar End view of pipuJI'abric Cotfnection, Cut an X in the Bx 1200 or equ- fabric slightly larbcr than pipe,pull the fabric around the grlrkf,Tl rc rnparin[1 In A59G mndtMtd L""�c""*"'o"""r"""'p It impel.(Tenser _ --- p4w to create the%not"and Iht:n secure with a p cans or et<irrfl to.nrk tM v.a it 8X1200 or attkav-}"-'_. -- -/ hosc-clamp- yr Rainstore3 Unit Dimensions ctor denait . 12•(n 3 m)mintrrxrm, asrr..a.Wye�ra Pic' Y /Y/•tr• a ... 36-{0.9 m}maximum depth, Rasnslore3 structure. _. t We pipe Z•O�•`j�, .-� I InlcUuWtcl pipe I{cave ctatnp rt.;cd hr scrum •- - - tmeler{40') - � 1 r r f gcutcx�rntr!'nhric'tnk,t''rnptlu, T,_^ SurfeGinq �! /f l 0=00-- min.non-woven gerotextas 1 ff ' ( - - f- filter tahrlc encasing Ramstare3 4.,er' '.--5 sunClUre. Calch basin or other sutlabde 4(1{I.Om}geogrfd(TensarBx1200 f ftlhaboresystem.(by ottsers) I ti orerpxv_tovedaP- I - 7� }t II_ tf dl() y N Gengnd 1 FPnsAr 13X 1200 or equw.t f \ ! 0�1 Non-CorrOsive horse darRP used to fasten t War 10 pipes to prevent - Rainslore3 slawittre. �� - hac:kfiil horn entering slruckire, r t meter•(40') 1 - 8 oz.min.nnn-woven gealexbie Geotextilc fahni:(X u7.mint 3+ ��S Tiller latxir,encascnq Rainsbre3 slnu.bJra `X"cut in the fabric formed min a"Nxst." / \ li tc End to allow pipe to enter. / (;cotcxt;lc fatxic �� View \ LAND ii n0cessary. tIalentron cxABow pipe V1@V1' / \\ N/F �I c Sized tar desiredMows s Pow rate. Location near Inflow alloys suspended �l xcavalwn line. / / ` SANDRA J. C05EN21 } t I solids to exit before 3010"g. Ssnlatdn slnu.lural hackfti,forn0ctfid Rainstore3 Inlets/Outlets With Fabric _ - -�- Suitable slntCheral hark411 .. -_ - - to BS°�nrcxfdied proctor drJnsity / ' s r comp rled to 95%nxl(Wed - (•an,irrlis,t pipe to tbf R*lmrarrl"r�cture `-•- protlM tlegstty- Rninslore3 structUM', 0.1 meler(4') -.1 + € ' - /i�j ��Z /f \ 20"(0.5 m)mirnmum to allow O.Ob motor(2.B") ' u-'`-oler(9.6') I ✓ � t"` b apace to(WOO CiDnVactian. 4 t meter(4) f \ \ B oz.min.non-wow / GegWtd{Tenser BX 1200 or egtdv.) gentexlite fi11er Falsric _•• ----Gee�nd{Teosar BX1ZtX1 oret{uiv.) �QQ / enCASirV Rainetore3 structure. Excavation line. \ \ J M nainstvra3 Syst&-m Typist RSS nslapa,trrr"W-rm`incl 1 ! � , - i1iL��lF \11 CHANNEI DRAIN MAIL Tr:_E'rrEiD•r EfiCr+SrOE i _ _ � t / 1 r' ,_:R.TE,t E.fity 044a i C: -- € BITUMINOUS CONCRETE �v � / V � / rr t•00."u -CQRvr,-40*ON Tr.E rAWGeNT .tUGI{ER y�rq 1 � �`�, ` fi CENTERS L.P. f 1111 \ [']. Trp • D-REC:rOr. 4 3 Unit Detail CURB TYPE-2 TOP COURSE $" Rainstore I UP �_r0, oFE� - $.�.tam:we J.Jy"e:O'•+qaa". :7.0•-t[.y Jr6 a+"e^{Cr• �� n� 7` / � - � x .,. • ` n 81NOER COURSE I NO SCALE} p� Zi � / \ ✓ f/ /, I /' 1 i \\ \� � I G A GPATE �S.P/ / / + EXlST.� ! \ cnartE wEloirtj,of T.» 1F•-- ,4 An { EXISTING f�.. ADS C.S.V 0Ji)&199.63' � S.P. \ \ ,. -••. SOLO Wee SF.CEQ I TYPICAL CONCRETE WALK t E , - ,� y, a.z•� BITUMINOUS BERM h �.B. 5 } /�� ely CONC. PAVEMENT /�� \ \ ,��> 5' 1TOP VIEW ( CAPE CQP BERM-) �t? f / \ S.P. ., ` 6E.Rini6 BAR _ _ - • t11.IR7�rti�NUW.R* 4-sow ODURUI 1 J �a N / L.1�. / EXIST, \ �? T C.B, RIM=204.57 \ i; s�GAVEwe°a1On0DEWL r�r+aa�cr CONCRETE •p0 / ` / oioE a GUJt.E rEe 1 4J6 / �( 6" GRAVEL BASE V VENDOR `�2 I ( OMPAC1Ea GRAvEI_ i t� / ( \ � J / MACHINE / I i // ' 'GRACE t METHOD OF SETTIN VERTIgM Tq_�B@ � / / 1 E � / i f J / QQ � / 1 / VENDOR / �� Q alp �JQ \ t cons CRATE ,p,r"rn..or"r t \ SECrrDN r.a rso a."untr TT►ICAL ME!lCtTOM 1" Surface Course � / (� l Q�j � \ ST■uwrm GRATE o[nta 1.5 Sinder Course- �'� 1 / 1 MACHINE G¢ 'L r �sZ 1 1 f 1 ! $ v / /coy *�e�' ` _-- --- -- -- ___- -- -- 611 Reveal \ / 1 I .\0. % ! to ��' 1 /rti 1 Vertical Granite Curb I- 1 1 FINISH COURSE HIGH SLUMP CONCRETE (height varies 15"-17 t1} 1 � 1� 1/ J } QC; �,(l0� f � r � f � � EXIS-ING / / o. � EXIS? L'p' 1 / / } , � � TO TOP OF PIPE 235.76' / 120 Gravel Base -�^ s 1 �F� / / y �} / I r BRICK AND BLOCK LEGEND rr EXIST. 1 IT NCO S.P. / �4� j l s /o ' BUILDING / co j C.B. RIM=203.53- L t oS.P. / / i ' f ,/► \ �.s. / / 4 t GSB \�� L�28 / / b� J ' \ 92 / O ° \ 0 0 ■ EXISTING GRAN€TE STONE BOUND 1 �� / / t / I / EXIST ■ EXISTING CONCRETE BOUND FOUND / / / / f `'� \ .F.-206.19' / / M.H.WM=205.87 EXIST• c / 1 1 \ C.B. RIt�02-73' / t �Q + SHAPED BED 0 EXISTING IRON PIPE FOUND / o / O EXISTING MANHOLE / f (� 1 1 '1 C 1 OF G11- w"G.,K EXISTING WATER GATE I dip / / G �� I 1 �� 1 1 Vl t&F C�i EXIST. S.P. a EXISTING SIGN POST +✓� c0 % � I r' 0 1 � `q� �''�° / C.B. RIM= 20�.�1 / T ' EXISTING TRAFFIC LIGHT /Q `! /// 2" ADS INV tN SW L.P. iJ EXISTING LIGHT POLE S P // �`��' /�� qF'_ `�' �' p� 1 �/ • ` a /2 2 PBS INV €N(NE) 198.84' j +? � Jtf 4Su 209 7 f f y \ / / 12" ADS INV IN SE 199 1' t �P EB EXISTING CATCH BASIN L-�• 1 �, �� f } �. 1 �o. 12" ADS INV nIJT 198\95' 1 o / / { EXISTING MAIL BOX $ / C '� i f� J ' / M.B. v / r� ` 2� .�Or / 6� l o � W.G. p EXISTING DOWN SPOUT �' / �G' e 1 �y�S R f �/ 7f e / Q (� N / r tI D.M.H. RIM=203.52' _ --2+5- - - - EXISTING CONTOUR Cs�� / �1 � ` l O� f / DP'� P �� d d(I�r" ya��lvl / I 12"AQS INV. IN =198.67' 6 PVC NV 198.82' RESTRIGTOR INTO 1 2"PVC RA[NSTO1tE 3 ® = f'2pPQfG"/.� �'�rc�r�s/.� / �� S� >' �,p� �JrL��•n��rA>t. ►� ,Oi' , O 15" ADS INV. =198.65' / U 0 '� ! I / / �� o L•n / p / ��} Nr EXIST. ��- EH CAP y� .f / o ra EXISTING / / 4/rcJL" / / . `' �� / f / Q °p ��1- / o ��, BIT. CONC. PAVCMENT 4 ��,� / /ti / .y M.H. / / 1 �C �'�o i f v { 01' �. • / 17� / c, / R1M=20,.27' .� j pr � I {! / � ! �° he I }Lp 9 EXIST c" o�� / Ex15T. f r r =�.eepGZ�p X7 /O/z !✓�f/r / I t 1 } 0 0013 / S I 1 ' V, / 'L / �� / �� crrr.9" HOLE: 11 1 r it C.B. RIM= 205. P Q C.B. R€M=201.20' 5 ! 0 12" ADS INV lN= 202 6' , p12,71t7e S� Uxl'q_.t' /ZdwA&7 / I I 4 7 �I` �� / I 12" ADS €I4V OUT 0 .21' j / ,G� y,r of�O,,j'�D .i�i4i�/•! (,j,� * 0., � �' 6� / / �,i' � • G � / � i / ` _In�r.4'1=202.6}1 ry GSB ` / � f f / / � d gyp / / /4' �/ rye / `� -x.�, s �0 ®____.••- _ 4 �2"Aos®o.51% f� 2 Z / / V SITE PLAN APPROVAL T / f / , zo":7L` o '4 EXIST �r1�5 4C / / Q � 1 / � a C.B. RIM= zo5.oa' f 1+� +� � � ,♦AGAWAII� PLANNING �GAR43 A- 1~K o�� i � �.2 ^S Q:3 �,/ / , �8/zicKc N 2' ADS wv ouT= 202.61' _ -1 L / P / I / fool aa /`} , / 1 ? PGoP. / =205. A` / \ D� { \v /�'�.�vc/vu,_��} �' L.P. 1 I / E AST. J ;/ f a a ! I a / ! f ;� o it c�lPlrvtJ.-to3.zy k / \ 1 11 •. PCB. RiM 210.5 % / I i / i h r Q� y / / �H cs N 3'lt� € 2 Rc € v du _ PERMAN A - - {/O /~ " / / GSB � ' /} X t 259.70 12 RCP ---7� 1 Nc sl }� �a� iyC'/f/!/I�2� = To�'G,s�3 �S 3 EXISTING ,� SIOEWAI_K\ - 2� �3 tit 3"a� 269\/ 554 T 02.98 / V / - EGA • - 203- � 7 S,P, ;all I 1 > > - :-o SAND RAL Pf - S 89593 362.68' 1 oIS•P / /.v�T �t_Ia ,eti�EC G --t - 01 1 RAMP Ed EXIST. GRANITE CURB EXIST.Ltj ,[` /1Vsratu 4�"AI17_e /vs7ate[,e,p,yfTc C�xr� C.B,TR€M=212.67' C.B. RIM= 208.53' �'• mug EXIST. `S)_/f•U/a/•t✓ 12" RCP INV, IN= 204.69` �U•�� 1 '� � � C.B. RIM=203.14�` � ` EXIST. 12" INV. IN= 204.76' rs.� RIM=202.72` } 12" INV. ouT= za3.2s' � r MILL STREETS-r r /.� EXIST. •�.C3©�'� �iZ�ccr� y, ,v�.,< R.M.H. ,d�v iy.400v RIM=202.70' Q PRECAST CATCH BASIN SCALE NOTE: 0' 20' 40' 60' "ALL PLANTINGS MUST HE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY UJE,y�SS-Sr'q'r� ABUTTING THE PARCEL AND INCLUDING THE TREE BELT SHALL BE MAINTAINED IN A SAFE f i6i47� AND ATTRACTIVE CONDITION BY THE OWNER OF THE PARCEL' �'d�C�d�/IZ.J`E ��, 2�� FEEL TYPICAL PARKING PAVEMENT STRUCTURE e°�� • • • 'N •- ' ' "''` ,ti',, � � .�-�� r w ,�•��.�.� a,�• ,? .u�: --- - uss� 2 COURSES BITUMINOUS CONCRETE .{ /vsT.ytG ys� TYPE-1- SURFACE -.� PROPOSED SITE PLAN /`'�•�,vT/�u�' .C,/sr' Vlf A A H TT a >Ia� ocrll► m 1' G FOR: *,WHOM 41 TONY PARRELLI OF t4r \ F, L€ROY G "y AGAWAM AK,4AA0 _� f= - � ; , MA. „ 4' PROCESSED GRAVEL CLINK u+; r -Low ,u C Ij ini�'GC` sOl/!�2 -- - - 4r11 Al�,E. �zd3.�9' Nc.t9i3s `�. art DATE: SCALE: 1 "=2fl' r1 wn..r }s MAX DIA B" BANK RUN GRAVI~I.: 3" MAX.QIA. U °A aE /2� .a� PE CMt k4 �a /C Y ti � f3' O =�TctNe SrZE STONE SIZE- C> �•.4r U t�to�l k. ,,....tt �• s�rc1 E� �. . F � 9- 10-2002 CHECKED: D.L.B. -----._...._--------- --__�_ �..� .W r�twtltll rr a� t Ire • ✓. /0 8 -dz. C.A.D. SHEET NO. NOTE: DIG SAFE A$'WELL A5 FJ►CI1 UTILITY COA4PA1fY. EXISTING SUB-GRADE ;, '"" SHALL BE NOTIFIED TO MARK THEIR UNDERGROUND LINES r'°� '�: •,` e_ ►. ,��// /l- S- O Z T.J.A. Z OF AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION. , DIG SAFE TEL, 1--800-344•-7233 r . r.• i, .�'t•.•'• ti ' NOTE: PRIOR TO ANY INSTALLATION OF ANY SEWER, WATER OR, EAN INC. SURVEYORS & NOTE: ALL NEW MATERIAL TO MEET DRAINAGE LINES THE CONTRACTOR/OWNER SHALL CONTACT THE ■ ' • DOLNIB TOWN OF AGAWAM SPECIFICATION TOWN OF AGAWAM'S ENGINEERING DEPARTMENT Q 786•-0 400 EXT. 278 �-� �� -�► 40 SCHOOL STRkET - WESTFIELD, MASSACHUSETTS ENGINEERS • 1 Main ID Signs Tosco Engineering recommends Exxon marketers to go with the latest flag mount main ID sign design Version B that is provided by Everbrite and Milwaukee Sign Company. A picture is indicated below as a reference. This design saves costs on concrete footers and provides a clean and impactful appearance. New Main ID Signs: J The "Version B" will be approximately 22'-Y height with an Exxon logo measuring 6'-Y x 3'-5". Please E;�(O N —� refer to the attachment section for full elevation details and cut sheets for other smaller monument ' sign options. New sign poles come painted eggshell white. 1 ' r Canopies "Exxon Image Plus — Fully Illuminated Canopy Fascia System" — This system provides a fully 3-D and illuminated appearance. It has been redesigned using standard lamps which are only accessible from the top of the canopy fascia. This design requires a canopy contractor survey if retrofitting an existing canopy to Exxon. Tosco recommends this design for flagship locations. The fascia and corner Exxon signs are Tosco Marketing Company Engineering and Design Department supplied by Signstrut. January 29,2001 IAN I IN 11 a It ill I Nil T_ 0 ylip ��o _111 I ion L a ?.....wry I Lam__ T .r , -� •.,;..J. I tirl wim—M P fad 4 1 2=3ir H rKr•= ir 1 o �47'•• ll I I .Jv all w L bpi b 1l �rYti.t 19 ExxonMobil Distributor Image Guidelines - Fueling Area General The GEMINI Image fueling area has been designed to have a clean and friendly look with blue as the primary color. Spreader bars and illuminated top hat fascias have been eliminated to reduce costs. The running Tiger and the Pegasus are included on the pump skirts for Exxon and Mobil brands to increase brand identity at the island. In addition, dispenser islands have been eliminated in areas where snow plows are not a concern. Canopy column shrouds are also no longer required at Exxon stations. These changes result in a more contemporary, distinctive, high tech and customer friendly fueling area. � � r Dispenser Image The graphic image for dispensers is comprised of a non-illuminated top wrap, blue face with Running Tiger or Pegasus on pump skirts and silver sides.The top wrap is made of shop coated metal. The logos are applied with a decal. The face of the dispenser is to be full blue. Exceptions may be made on retrofits of existing dispensers where it is not practical to make some the parts blue. The Exxon or Mobil legend is lined up with the inside of the riser and is always left justified. Trash Units Trash cans shall be equipped with windshield washer units and shall be gray in color. Dispenser Islands and Forms Dispenser islands and forms are optional for Distributors. When used, they should be 2'x5'or just large enough for the dispenser to mount on (the new Marconi Encore requires slightly wider form). When islands and forms are used, the forms should be painted white. Stainless forms are an acceptable alternative. Decal and POP Placement Refer to guideline for dispenser used for exact placement of POP signage and decals including canopy clearance and warning decals. The POP signage on the pump top is mounted on top of the dispenser and no longer hangs from the valance for Exxon dispensers. 1 of 1 10/1/01 ;. Everbrite EXXON MOBIL ALLIANCE ENERGY 6119/02 PaffdW.#ift VA. Moboll III , I MIME III , ' Car Wash ,l HEIGHT OF sIGN 2r 10-wr TOTAL SQ.FT 184.78 ' 4 (A) MID ALLIANCE ENERGY CUSTOMER APPROVAL itL9 EXXON MOBIL ALLIANCE ENERGY 6/19102 I Moblol mino � III ILYA I II , III 111 HEnHT OF SIGN Zr 104W TOTAL SO.FT 164.78 (A) MID ALLIANCE ENERGY i CUSTOMER APPROVAL t PC v*S ca-m a%vas s j DATE ExxonMobil Distributor Image Guidelines - Canopies GEMINI image Canopv The canopy performs three basic functions. 1) it helps signal the presence of an Exxon or Mobil store, 2) it protects customers from the elements, and 3) it provides a reflective ceiling that helps illuminate the pump islands at night. These guidelines should be followed whether designing a new canopy for a grassroots facility or a replacement canopy for an existing site. A canopy is required over all dispensers dispensing ExxonMobil products. This section also outlines the guidelines for canopies over fueling facilities at truck stops. GEMINI Image Canopy Fascia Components The fascia is made up of two parts—the logo and the fascia band. This provides a unique look for Exxon and Mobil in the marketplace. There are (3)three canopy fascia options available for Distributors: 1) 3-D illuminated, 2) 3-D Non-Illuminated and 3) 2-D Non-illuminated. This terminology refers to the fascia system and not the logo. The logo is always illuminated. M�pi I 30 Illuminated 30 Non-3116minated oil 0001001SWEV- 2D Non-Illuminated 1 of 7 Revised 3/18/02 ExxonMobil Distributor Image Guidelines - Signs Overview The ExxonMobil commitment to quality and service calls for a high-impact, easily recognizable image. That image is conveyed most visibly by the retail distribution system in place worldwide. Because of the key role the retail distribution system plays in the projection of the elements that make up the Exxon and Mobil images, great care has been taken to design an identification system that consistently reflects the quality of the underlying organization. A variety of alternatives exist for displaying the Exxon and Mobil trademarks which include, but are not limited to, high-rise signs, freestanding ID signs, and ground-level signs. The preferred sign system used to display the trademark on the street is the single-pole system. This system displays an internally illuminated Exxon or Mobil emblem, price module, and ancillary module (which identify the ancillary businesses conducted at the site). ExxonMobii Trademarks A wide variety of sign systems have been made available for use at Exxon and Mobil facilities All depend upon the appropriate projection of the ExxonMobil quality image. The projection of this image is assured by painstaking attention to how the Exxon and Mobil emblems and logotypes (see Figure A-1) are displayed. Specific guidelines for these items are discussed in detail in the Trademarks guidelines. JE-)KO t 1 M bil mom Figure A-I. The Exxon & Mobil Trademarks- Emblem and Logotype ID Signs The point to keep firmly in mind when designing, assembling, and erecting signs for Exxon and Mobil facilities is that the Exxon or Mobil emblem and logotype must be displayed in a manner consistent with existing guidelines. Five structurally different types of support systems for major identification signs are available for Retail Design Stores. These sign-support systems are designated as follows: 1) Flag Style 2)Twin Pole (Retrofits only) 3) Monument 4) High rise 5) Special Signs 1 of 11 1/4/Q2 S a 10/10/2002 16:39 4137816BB5 CONN VA!_LEY BLOCK PAGE 01/01 I~ f 1 � I r� memo �'Also- . I MILWAUKEE SIGN COMPANY, LLC Your Number One Source For ExxonMobil Canopy Fascia Systems lot ..r..; I AbaiCF'r - 1LS INNOVATIVE AND COST I E FEC: I IVE TECHNOLOGY HNOLOGY FROM MILWAUKEE SIGN ... w twl�hrv�w ..��.w r w �� ■w■ rs.rtiw■ w �� w w •+�� w wlr� rw.�a l�w�� H KEI.UC�iVILEU LEADER HN JII�iVAL�E & rHJL.IA F'KVIJU�. I J f t MILWAUKEE SIGN COMPANY, LLC Your Number One Source For ExxonMobil Canopy Fascia Systems py_= rFrt L - by +� INNOVATIVE AND COST I EFFECTIVE! IVE TECHNOLOGY FROM MILWAUKEE SIGN ... w .■r�w�ww■.��■� ■ t w ■taw ■�■ w■wa ■ w �� w ww■ w ww�w■ ■wTw A KtC", +G(�I iZED LEADER IIV JIVI AG'E & 1'AJI.,IH F R0%DNU , I J f ill�Ti IL.I!f A V KElam. SIGNCOMPANY, L Y ExxonMobil 2D [ion-illuminated Fascia Systems r woo MPOILow MSC offers a full range of 2D Non-Illuminated Fascia products to satisfy your image upgrade requirements. We also offer complete turnkey installation services for your new 2D canopy wraps across the continental U.S. • 2D CANOPY WRAPS • ACM Canopy Wraps—fabricated from 36" ACM panels, our 2D ACM canopy wraps are decorated with high-quality MegaflorrJ inks in a 24" band (red or blue), with a 12" white band. Our ACM wrap has a crisp and smooth finish that will retain its luster for years to come. • Aluminum Canopy Wraps—MSC also offers an aluminum wraq that is fabricated from 36" aluminum panels. These aluminum panels are decorated with high quality Megaflon@ inks in a 24" band (red or blue) with a 12" white band. The aluminum canopy wrap is the most economical fascia ootion that satisfies ExxonMobll imaae standards. • 2D EXXON RETROFIT FACE KITS ♦r^^1_ r rA_a__C, r_ _ •,_ _f f_ _ <I _ _L•• . 1-_.L A I_ ' roiaV a cxxvrl r�C�Tutu rauc nFw vii�r dl! Cdby dF U CUUIIVllllliCll YYcly tV I'Cl1UlFl yVUI uyrrL uullCj on existing flexface and flat acrylic fascia systems. These Retrofit Face Kits are available to retrofit both 3' x 10' and 3' x 13' light boxes. Constructed of ACM material, the Retrofit Face Kii iCaiur uZ� ail Exxui i iuyu vviih 8" tm,ilu"tij, pu51 t'U if uuyr r ieiiurS (UUUbl4 Xa-3 1"). T I IC Exxon logo is illuminated by the fluorescent tubes contained in the existing light box. The balance of the face is non-illuminated. MILWAUKEE SIGN COMPANY, LLC ExxonMobil JU illuminated Fascia Systems Mo , MSC is a leading supplier and installer of the ExxonMobil Illuminated 3D Fascia System and trademark signs. Key advantages to our fascia systems include: • Unique Framework Design—Our 8-foot frame with aluminum backing attaches easily onto the existing canopy framework. Standard length frames are installed end-to-end and one frame is cut to fit to your specific canopy dimensions. ' Exxon or Mobil LcHjo—The Emxcn Cr RAnhil Inn^ nnrlinn of Oho Pacrin is morio Ilcinn molded letters mounted to a routed, opaque ACM sign face. Standard fluorescent tubes emit light around the white edges of the Logo. The typical canopy uses two logo signs. • A Perfect Corner--Our factory-maae, 90-degree corner section assures a clean, crisp fit on the outer corners. Our clear corner stabilizer is designed to create a square, evenly- illuminated and tight-fitting face. No need to use custom lamps, fittings or cabinets. • Simple Maintenance—The fluorescent lamps are accessed from the top of the canopy system making lamp replacement safe and convenient. I\b need to interrupt traffic flow or use a bucket truck for maintenance. All lamas within the system are identical in length so there is no confusion about what lamps to stock for replacements. • Quality Components—Our illuminated fascia systems use flexface material that comes ...UL LLB L-aL ...a�a_L :_ LL- :_J.._L_ TL:_ nA�� _-J __ LI.._ G_..L�� _L- L�J �L� VVILI I CI IG L) L YYQI1 O!Il�/ III LL 1G II IUUJII yl, I 1 IIJ LY t GU VI UIUG llexlcn4ly R) GCL11Iy .7L1 GCCJ!IGU VI Itu the aluminum frame with a durable clipping system. The 12" white ACM decorative panels are routed and are designed to cover minor irregularities in the canopy framework, giving r_ _ .I_ _ t_ - C..' -1 -II .I_ - -J..-A-. VUI 1 asc'ld SyJLGilI t1he UC7C IILLIIIIJ bCQlllb QIIU UVUIdII C3PPCdICII1l.0 ILI UIC IIIUU,IIy. 1 MILWAUKFE SIGN COMPANY, LLC ExxonMobil Nationai turnkey installation Services Through a national network of Certified Installers, Milwaukee Sign otters complete turnkey installation services for your new 2D or 3D Fascia Svstem. Our Certified Installers have completed hundreds of ExxonMobil Image Upgrade sites and stand ready to complete your job safely, on time �nH urith minim-al rlicn intinn to thn nnnrofinn of your station. MSC has been a premier supplier of ExxonMobil outdoor sign products since 1986. Our quality program meets the highest standards of ExxonMobil and Underwriter's Laboratory requirements. You can be assured our products will provide superior performance. One phone call is all it takes to place an order. We can guide your selection to make sure you receive exactly what you need. Order confirmation, special approvals and freight claims will be handled for you. Our goal is total customer satisfaction. For additional information or to request a quote, contact Peggy Deheck at: 800-735-8465 Ext. 28 Fax: 262-375-5749 emfascia@milwaukeesign.com TOTAL CUSTOMER SATISFACTION IS OUR ONLY GOAL. WE PRODUCE SIGNS AND FASCIA SYSTEMS ON TIME, WITHIN BUDGET AND WITH THE 01-IAI ITY Ynll FYPFrT- /J/JA MIL WA UKEE SIGN COMPANY, LL C 2076 First Avenue Grafton, WI 53024 800-735-8465 Fax: 262-375-5749 MILWAUKEE SIGN COMPANY, LLC Your Number One Source For ExxonMobil Canopy Fascia Systems is iNNOVA I iVE AND COST EFFEC: I iVE TECHNOLOGY HNOLOGY FROM MIL WA UKEE SIGN ... A KrAVA V PM.iZE J LEADER RV# Jl7 1AV■HLAr & rASCCiA FKVU u■ ■AT J MILWAUKEE SIGN COMPANY, LLC ExxonMobil LD IVon-Illuminated Fascia Systems - - t MSC offers a full range of 2D Nor011uminated Fascia products to satisfy your image upgrade requirements. We also offer complete turnkey installation services for your new 2D canopy wraps across the continental U.S. • 2D CANOPY WRAPS • ACM Canopy Wraps—fabricated from 36" ACM panels, our 2D ACM canopy wraps are decorated with high-quality Megaflor* inks in a 24" band (red or blue), with a 12" white band. Our ACM wrap has a crisp and smooth finish that will retain its luster for years to come. • Aluminum Canopy Wraps—MSC also offers an aluminum wrap that is fabricated from 36" aluminum panels. These aluminum panels are decorated with high-quality Megaflon®inks in a 24" band (red or blue) with a 12" white band. The aluminum canopy wrap is the most economical fascia option that satisfies ExxonMobil image standards. • 2D EXXON RETROFIT FACE KITS IV SO b G7lw,I T[eb UIIL felt.: K16- UIICI al-I Cagy a11U uuoj lul l lll"al way LU I CLf UI1L YUU i right boxut, on existing flexface and flat acrylic fascia systems, These Retrofit Face Kits are available to retrofit both 3' x 10' and 3' x 13' light boxes. Constructed of ACM material, the Retrofit Face Kii lediUlt�S dll ExAuii ivyu wlUl Idr G!IlUU�SCU, puJiFLhiuuyh iuLiuib (duuUIC XJ-3I"). Thu Exxon logo is illuminated by the fluorescent tubes contained in the existing light box. The balance of the face is norrilluminated, .+ AW'_1 NAILWAUKEE SIGN COMPANY, LLC ExxonMobil 3U Illuminated fascia Systems vi _ Q � MSC is a leading supplier and installer of the ExxonMobil Illuminated 3D Fascia System and trademark signs. Key advantages to our fascia systems include: • Unique Framework Design—Our 8-foot frame with aluminum backing attaches easily onto the existing canopy framework. Standard length frames are installed end-to-end and one frame is cut to fit to your specific canopy dimensions. Exxon or Mobil Logo—The Exvnn or Mob;' In-go nnr►inn of fho G'acrr;n is Mnfln llcinn molded letters mounted to a routed, opaque ACM sign face. Standard fluorescent tubes emit light around the white edges of the Logo. The typical canopy uses two logo signs. • A Perfect Corner—uur tactory-made, yu-aegree comer section assures a clean, crisp tit on the outer corners. Our clear corner stabilizer is designed to create a square, evenly- illuminated and tight-fitting face. No need to use custom lamps, fittings or cabinets. • Simple Maintenance—The fluorescent lamps are accessed from the top of the canopy system making lamp replacement safe and convenient. N� need to interrupt traffic flow or use a bucket truck for maintenance. All lamps within the system are identical in length so there is no confusion about what lamps to stock for replacements. y • Quality Components—Our illuminated fascia systems use flexface material that comes ...'aL LL— L—._i ...—__—, :... AL— :�..1..-1 TL'_ � All __,4 _- L1.._ Q_..L___ :_ ___'1. _1__1_L_-1 __3_ WIUI LIIC UCJL vv01101ILy III LIIC IIIUUJLty, I Ills Ll-t ICU VI Li IICJI10k t7 Is V0,511Y stlGLUIICU VIILV the aluminum frame with a durable clipping system. The 12" white ACM decorative panels are routed and are designed to cover minor irregularities in the canopy framework, giving oul Fascia sy6ttElll LI le UGSL Illlllly .�Cdlllb CLIIU VVCIdtl C1PPCdIdI IUU III LIIC IIIUUbLly. M MIL WA UKEE SIGN COMPANY, LLC ExxonMobil IVationai Turnkey installation Services ,., Through a national network of Certified Installers, Milwaukee Sign otters complete turnkey installation services for your new 2D or 3D Fascia . ,, Svstem. Our Certified Installers have completed 4 hundreds of ExxonMobil Image Upgrade sites and stand ready to complete your job safely, on time �a anr# with minimal Hion intinn to tho nnnrofinn of your station. MSC has been a premier supplier of ExxonMobil outdoor sign products since 1986. Our quality program meets the highest standards of ExxonMobil and Underwriter's Laboratory requirements. You can be assured our products will provide superior performance. One phone call is all it takes to place an order. We can guide your selection to make sure you receive exactly what you need. Order confirmation, special approvals and freight claims will be handled for you. Our goal is total customer satisfaction. For additional information or to request a quote, contact Peggy Deheck at: 800-735-8465 Ext. 28 Fax: 262-375.5749 emfascia@milwaukeesign.com TOTAL CUSTOMER SATISFACTION IS OUR ONLY GOAL. WE PRODUCE SIGNS AND FASCIA SYSTEMS ON TIME, WITHIN BUDGET AND WITH THE (]I_IAI ITY Y011 FXPFrT- /I/jR MIL WA UKEE SIGN COMPANY, LL C 2076 First Avenue Grafton, WI 53024 800-735-8465 Fax: 262-375-5749 1 x 't I 0.a %�o %.0 b.D b.0 b,o b.0 b.o 11,0 11.0 U b.0 11,0 11.0 %.0 114 1.0 1),0 %.0 b,o 11.0 b,o %,0 b,0 11.0 11.0 11,0 11,0 11.0 11.0 b,0 11,0 11,0 b.0 11.0 11,0 b.0 b.0 11.0 11.0 11,0 11.0 11.0 11,0 b,o b,o b.0 h 11.0 V0 U h 1).0 V0 b.a b.0 b.o b.0 b.o b.o b.0 b.0 b.o b.0 b.D b,0 b o b.o b.0 b.0 b.0 b.o b.0 b.a b.0 b.o b.o b.0 b.0 b.0 b.a b.0 b.0 b.o b.a b.0 Vo b.o to b,o Vo b.0 b.0 b.0 Ub.0 0.o b.o b.o b.o to b.0 b.o b,D b o b o b o b.o . i 0,0 0'0 0.0 b.0 Vo b.0 b.o $.o b,0 b.0 $.o b.0 b,0 o b.a $.0 .0 b.o %.0 b,0 b.o b.0 b.o h b,o b,0 %.0 b.o b.0 b,a b.o b.a b.o b.0 b.0 %.o b.o b.0 b.0 b.0 b.0 h o.0 11.D b,o Vo b.0 b.0 b.o 1.0 I b,o b.o 11.0 b o b.0 b.0 b.o ba b.o b,0 .0 b,o b,o b. .0 b.o to %.o Wo b.0 b.1 ba ba b 1 b.o 11.0 11,0 h WD h b.D b.0 b.o b.0 b.D b.o 11.0 b.o h 11.0 b.0 b.a b.0 11.0 b.D Vo to b.D b.o b.0 to Vo �I 0.a b.o 1I,0 b.o %.0 b,o h b,o b.o b. b .0 11,0 b,o Wo b.o h b,0 %.I %.I %.1 b.l b.l b.2 ba %,l ba %.0 h b.o Wo to b.0 b.D b.0 11,0 b.0 b.0 h b'o b.0 b,a %.0 b.o b.o Vo %.0 Vo %.0 b.o b.o Vo b,o b.o to b.0 %.D %.0 WD .0 .0 1.0 to b.o %.o b.0 b.o Wo b.1 %.1 %,I b,a 11,2 Weo 11,3 b.1 %.1 b.1 to b.o b.0 h to b.0 b.0 b.0 b.0 b.o b.D b.o b.0 b.o 11.0 b.0 Vo b.o Vo b,0 b,o b-o to ba Vo b.o bZ %.o h .0 b.o b.o b,o Vo b,0 to 21.0 b,0 1,0 to $.o b,l 12 b.3 11.6 b.8 1.0 17 1.6 U 0,7 11,4 11,1 b.0 b,a b,o b.0 b,0 h b,D b,0 b.o h %'o b.0 b,o b.a b.o b,a b,o b.o Vo b.0 Vo b.0 Vo h b.o I �.0 b,0 b-0 b.0 b.0 b.0 b.0 to 11.0 .0 to jo b.0 b-0 to b1 b.1 b.2 .6 b.7 11 1.8 12 ko 6,0 i.a 1.4 .7 .2 'N b.l b.1 b.l b.0 b,0 b.0 b.0 b.0 b.0 b.0 b.0 h b.0 b.0 b.0 Vo b.0 10 U 10 U Vo. b.0 Vo B 11.0 b.0 h %J %A 11.7 1.7 1.9 IS !3.6 5.3 11.7 112 %.3 19 %.1 b.l b.] 11a b,l 0.1 0.1 b.l 11.0 b.0 1).0 b.0 11.0 114 b.0 0.0 b.0 11.0 %.0 11.0 11,0 b,0 b.o 0.0 b.a b.o b.0 bA b.D 0 b.0 b.0 b.0 b.0 Vo b;0 b.0 %'o b.0 b.1 WS 1.5 %-0 �J %.2 s3.8 4.9 6.4 %.3 $6 1.1 1.4 b.6 b.3 h h b.3 b.3 %2 b,2 11.2 b.l b.] %.o b.0 b.0 b.o b.0 b.0 b.0 b.o b.a b,0 b.o to %.o b.0 b.o b.0 b.0 b.0 %'o b.0 4 b.0 b.0 b,0 b,0 .0 $10 b.0 b.o %.1 11.2 0.9 .8 6.0 %.9 4.6 4,5 V2 111.7 `1.5 111.5 1.7 1.0 11.6 b.5 b.8 11.6 11.7 4,6 b.3 b.l b.0 b.0 b.0 %.0 b.0 b.0 b.l] b.0 b.0 b.0 %.0 b,0 0.o b.0 %.o 1 k I b.0 b.0 b.0 b o b.o b.0 b.o b.o b.0 to b.o %.0 %.1 11.3 1.7 17 10.0 6.9 4.9 6.5 4.5 1. ` .l �.0 1.5 11.9 1.0 1.3 1.5 1.5 1.5 .9 1.6 1,6 1.7 b,7 ba to 11.0 11.0 11.0 b.0 b.a 11.0 11.0 11.0 b.a 1.0 b.0 b.o b.0 Vo B b.0 11.0 b.fl b.0 hb.0 11.0 b.0 b.0 %.0 .4 11.0 6,6 �.6 16.1 %.6 �, 1.3 1.1 1.2 1.3 9 A 6.6 %.4 6.7 g 3 �.o .5 Vs s2.8 1.1 b,4 114 b.0 b.0 0.0 b,0 t.0 1.0 b.0 h bA Vo Vo; b.0 b.0 b.o ' % b.0 b.0 b.0 b.D b,0 b,D b.0 b,D b.o �.5 3.3 C b.4 b.6 1.0 3 ` '9 4 3.4 `9,2 4.2 .0 4.3 1,5 b.4 %J %.0 b.0 b.D b.0 b.0 h b.0 b.o b.0 b.0 b.0 h %.o b.0 . b.0 b.0 b.0 b.0 %.0 b,o b,o 1i.0 b.0 19 11.7 ` , b.3 b 5 10 %1.4 16.7 12.4-- 3.0, 9,9 14.9 %.7 %.0 1 .4 .4 1.5 b.2 %,1 b,l %-I b,] t'o t,0_ Vo bA b.0 b,0 %.0 b.0 b.o b.0 b.0 B %.0 b.o %.0 b.0 b.0 b,o Wo b. b.0 b.D 1 16 ` .5 3 W2 b 5 1.2 %.9 e20.0 W2 62.- °6.6 17.7 $2 6.7 1 �a 5 b.1 b.l b.] b'l b.0 b.0 b.0 Vo b.0 %.o b.o h b.0 bA h b,0 %'0 b,0 b.0 b, b,0 Vo .0 b,0 b.0 b,0 b.l b.l 0,9 19 %.5 �3.0 11.2 11.5 1.3 4.3 5 1k,0 64.% 8.2 17.3 V6 %.5 !3,6 �.0 bA 1.0 1.1 $, 0.5 U b.2 %-I b,0 b.0 b,0 %'0 b,0 b,0 b.o b.0 b.0 rA b.0 b.a b.0 $,0 b.0 b.0 10 b.0 b.0 b.0 .0 b.0 %.o b.0 %.1 11.2 1.2 4.2 6.3 4 9 t.2 b.s 1.3 4.3 h.1 %1.4= �6.a 16.6 %.3 *3.1 1.8 b.8 1.4 $.5 5.0 4 .9 1.4 11.2 h 114 b.0 10 b.o 11.0 11.0 b,0 Vo bA b,0 b.0 b,0 bA %'D b.0 %.0 b.D b,0 b'0 b b.0 b.0 111 11.1 b $.o .7 �. b `1.2 h 1.4 4.4 10.7 2,5 164.8 018.2 16.6 4,2 17 1,1 'b.s 1.4 °2.4 6,3 12,6 3, hb:2 b,0 11.0 b,0 11.0 b.4 b.0 ?'0 b.0 t.0 b, 1.3 4, . ■ ° .7 .7 ° , ° . b.0 b.0 h b.0 b,0 b.0 %'D b.0 b.0 b.0 b,0 b,0 %.0 b.1 b.2 b.4 �A 5 B G $ b 2 6 3 e20 6 50 2 °63 3 6 4 161 �3 5 12 b b,7 1.3 �2 6.5 6 S `> 6 6 3 0 b.8 112 11.0 b.0 b.0 b.0 11.0 b.4 b.D 11.D C [� b,0 b,0 bA t'o $.0 b,0 b.0 b:0 b.0 b.0 b.0 b.0 %'0 %.1 b.] b.2 1.3 �1.5 6.9 .0 1.3 4.2 19.9 ji,5 61.8■ 5.5 15.6 11.3 1.1 b.6 b.8 1.7 18 4.0 %.0 &5 43 1.3 0 b.o b.0 b.o b.0 1i.0 0.0 b.0 b.0 b.o b.0 b o b.0 b,0 b.0 b,0 h b.0 t.0 0.0 %.1 b.1 b.9 9 e3. �2.9. 4.2 14.2 .1 1.3 b.5 b.6 1.3 4.1 19.8 %1.1 62.3 6.5 15.5 � 3 1.1 b,7 b �,s 1.3 �.2 !1.2 %-0 %.4 �1.9 .5 1.3 5.3 b.] b. b.0 Vo b.0 b.0 b.0 b.0 I ■ ■ ' I 1 b.0 b.0 b.o b.o b.0 .0 b.0 5.0 b.0 b.0 h 0.0 h0.0 %.1 b.2 b.6 1.2 �.8 1.6 4.0 �2.1 lA 11,5 b.6 1.2 ,8 18,6 47,1�...J 3.9 15.1 �3.4 1.1 bJ b.7 1,1 ` ,1 �3.1 �5.5 6.3 4,9 .9 1.] b.4 b.l b,D 0 11.o b.fl Vo b.o Vo bA b.0 b.0 b.0 b.o b.0 b.0 b.4 11.0 b.0 b.0 b.o hba %-1 VI b.3 1.1 1.2 !1-1 q A 9 3 1.7 1.0 11.5 b,5 1.0 e3.0 14.8 �,7 46.� 4.9 13.0 4.1 1.5 b.9 b.s 1,4 �2.4 4.0 �5.4 s1.8 �.! .4 b.9 b.a b.) Vo to 1.0 0.0 b.0 B b,4 5.0 b,0 b,0 b.0 b.0 b.0 b.0 b.0 b.o b.0 b,D b.0 $4 .1 b.1 b.2 1.4 %.0 �3,9 1.9 �.8 1.8 b.9 b.5 b.4 b.7 1.8 �i,3 17.3 1.7 16.8 6.2 4.6 .0 b,7 b,6 1.1 .1 �3,9 �5.4 1 9 b,2 b.l b.0 b.0 b.0 b.0 b.0 b,0 b.0 b.0 i i b.0 to b.0 b.0 b.0 %'0 5.0 b.0 b.0 b.0 .0 ,D b.0 b.0 %.l %,1 b.3 g 3 5. B 6.3 6.5 %.0 I.E. b.8 11.4 b.3 bA b.9 42,1 4,3 6.1 4l.7 6,1 �3.4 g -2 b.7 b,4 b.7 1.5 42.6 �,5 4.8 g2,7 1.3 b.2 %.1 b.0 Va b.0 b.0 b,0 .0 %.o b.o B i Vo b.0 bA b.0 b.0 b,0 b.0 b.0 b.0 t.0 b.0 b D b.0 b.o %.1 tt.2 1.2 %J 6.0 4.4 �A b.2 0,3 b.5 To 1.9 1.7 4.1 6.2 4.0 13 0,5 b.5 1.2 �.3 `�,0 1.7 0.6 11.2 111 b.l 0.0 b.0 (1.o A b.0 .0 Vo b.0 ° 4 b.a b,2 .3 12.0 . . b.6 b.8 .7 .6 b b.l l 50 b.0b.0 b.o b.o b.0 b.0 b.0 b-0 b.0 Vo b.0 bo Vo b.o Ua %.1 b.3 3 62 6.2 .4 b.7 3 Vo b.0 10 b.0 Vo i I . b.0 b.0 b.o b.0 b.0 b.0 b.0 b.o b,0 b,0 1.0 0.0 b.o b.0 1I.0 %.1 %.1 13 �2 �,6 �A �.2 1.4 0.6 11.3 0.1 tJ %.2 $.5 11 1.1 9.9 e3.3 4.5 4 A 11.3 %.2 ZIA b.2 %.l b.2 %32 b.0 b.b b.0 b.0 b.0 11.Q h VQ b.fl b.D 0.0 b,0 I b.0 b.0 %.0 b.0 11.0 b.D 11.0 11.0 11,0 b,0 11.0 b.0 11.0 b.0 b.o b.D b.2 b.7 1.5 � 3 1.5 TO b.7 11,5 b.2 b l b.l 11.2 11.4 11.13 1.0 1.4 �.1 ` A 1.0 b.4 11,1 b.l b.l b.0 b.D b.0 %.0 b.0 .o .0 .0 b.a %.o b,0 b.0 b.o b.0 Vo b.0 b,o h b.o b.0 b.0 1i.0 b,o b.0 to b,0 b.0 5.0 5.0 %.0 %,D %.1 11.2 h 1.0 h 11.4 b,2 b.2 t.) b,l b.1 b1 b,2 b.3 b.4 11.7 1.1 10 b,3 b.2 ba b,Q b.0 b.0 b.0 %.0 b.o b,0 b.0 1I.0 b.fl Vo b.o b,0 t'o Vo ti.o Vo S'0 0,0 0.0 h ti 0.1 h D.1 h 0.0 16 0.0 0.4 0.6 0.0 U 10 h 0,0 h to h U to 0.0 OA 6 I I ENSIGN MAINTAINED FOOTCANDLE VALUES AT GRADE, PetroleumE ui mentComW4 USING A .72 MAINTENANCE FACTOR. REGGIE DUFRESNE Rev. Date B �-- 23s Albany sueec Luminaire Schedule Revisions Springfield,MA01105 $tatlstical r�,r�Area Summary c (413)739-8200 E-mail: (4I3)739-8201Pax Label Avg Max Min Avg/Min Max/Min symbol Q-ty Label Arran erient Lumens LLF Description Total Watts reggie.dufresne@ensignpetraleum.com (413)246-3438 Cell CANOPY 51.01 64.8 34.9 1.46 1.86 16 A SINGLE 32000 0,720 SCF-S-320-PSMV-F 370 I INSIDE CURB 3.09 30,5 0.0 0,00 0,00 8 B SINGLE 40000 0.720 CHV FP 400SMV 16 S 458 INDlDSVRIE� ' 2 C SINGLE 20000 0,720 EGM-WB-250-MH--PG 295 + ia�oa xawicc+a ra�a un� mmi,wa 4XI { (3W)"36b00 4►aft(Sty)?iS-/OQS i Based on the information provided, all dimensions and luminaire locations LIGHTING PROPOSAL FOR shown represent recommended positions. The engineer and/or architect must determine -applicability of the layout to existing or future field conditions. C--STORE FEEDING HILLS, MA This lighting pattern represents illumination levels calculated from laboratory data taken under controlled conditions in accordance with Illuminating Engineering Society 3C approved methods. Actual performance of any manufacturer's luminaire may vary due to DATE;: - - 0 L�--56 J V 9 variation in electrical voltage, tolerance in lamps, and other variable field conditions. DATE; 7-$-�2 sY: BDB SHEET 1 OF 1 0.0 o.a 60.0 0,o 0,0 b,o 1.0 o,o 0.0 0,0 0.0 0.0 %.0 0.0 0.0 0.a 0,0 0.0 a,o 0.0 0.o o.o 0.0 0.o Wo 0,o 0.0 0.0 0.0 0.o o.o b.o 0,0 0.o 0.0 b.0 0.0 0.0 0.0 0.0 b.o b.o 0.0 b,o 0.0 Vo b.o o.o a,o 0,0 0.o b.o 0.0 0.0 b.o .o b.o b.0 b.a b.D b.o b.o b.o b.0 1.0 b.0 b.o o.o o.o b.o 0.o 0.o b.0 b-o Vo b.o 0.o b.0 b.o h b.o b.o b.o 1.0 b.0 b.0 b.a o.0 b,0 b.a b.0 b.o b.0 b.o 0.0 0.o b.b o.o b.0 b.0 b.o b.o b.D Vo b.0 Vo b.0 10 l 0.0 0.o b.o b.o 0.o Vo b.o 0.0 0.o 0.o b.o 0.0 0.o ° .0 0.0 °0.0 $10 b.D b,o o,o 0,0 0,0 0.0 n-o o.a o,o t.a b.0 0.0 °o,0 0,0 0,0 0.0 ,0 0,0 o,a 1.0 0.0 b.9 0,0 0.0 to b,o 0.0 °D.a 0.0 0.0 0.0 00.0 b.o i l b.o b,0 b.0 b,0 b,0 b.o b.o b,0 b.o b,0 ,0 b.0 b.0 b, .0 b.o 0,o o.o b,0 b,o W1 b,1 b,1 b,1 b,0 b,0 b.0 b.0 0.0 b.0 b.0 b.o b.o b.a b.0 b.o b.0 b,o b,0 b.0 b.o b.0 b.o b.0 b.o b.o b.o 1l,0 b,0 b.0 b.0 b.o i ba b.o 0,0 b.o to o.o b.o b,0 0,a b, b a b.o b,o b.0 b.0 b.0 b.0 %.I o.l b.1 b.l %.1 b,2 b,] `b,1 b,1 0,o b,0 b.0 b.0 b.o b.o b,o b.0 b.o b.0 b.o 0.0 b.o 0,0 b.o o.o b,o b.0 b,0 b.0 b.0 b,o 11,0 0,0 11.0 %.o b.o b.n b,0 b.o b,o b,0 ,0 .0 b.0 b.o b,0 b.o b.o b,a b.o b,1 b.l 0.l %.2 b.2 b.2 0.3 ba b.1 b.i b.0 Wo b,a b.0 b,0 b,0 b.o b.0 b.o b.0 b.o b,0 b.o b.o b.o b.0 Vo b.0 0.0 b.o VD b,0 11.0 b.0 b.o b.0 b.0 b,0 b,0 ,0 0.o b.0 b,0 ,0 h to b,0 b.0 b.0 to b,0 $.1 .2 b,3 b,6 b.6 1.0 .7 1.6 b.a b.7 b.4 b.l 0.0 b.0 b.0 b.o b.0 b,D b,D b,0 b.0 b.0 b,0 b,0 b.0 %.0 b,0 %,0 b.0 b.0 10 b,0 b.0 b,0 b.0 0.0 b,0 b.D b.o b.0 b.0 11.0 21.0 11.0 b.0 10 ko `b.0 0 b.0 b.0 %-D b 1 11.1 b.2 .6 b.7 1.1 1.8 %.2 6.0 I's 1.4 .7 .2 %.1 W1 b.l b.1 b.0 `b.0 $.a %-a 0.0 b.0 b-a b.0 b.0 `b.0 b.0 b.0 $.a b.0 hb.0 b.0 b.0 b.0 b.0 b.0 B b,0 b'o b.0 b,0 b,0 b. b,0 b.0 0,0 b,0 b.0 b.0 %.0 0,0 11.0 %.1 b,4 b.7 1.7 1.9 1,6 11.6 � 3 11.7 11.2 16.3 1.9 b.l b,1 b.l b.l b.l b.l b.1 b.l b.0 b.0 b,0 b.0 0.0 b.0 b.0 b.0 b.0 b,0 b.0 b.0 b,0 b.0 0,0 b.0 b.0 b,0 Wo O.a b.0 .0 b.0 0.0 b.o b,0 b.0 bA b.0 b.0 0,0 %.1 0.8 1.5 %.0 2.7 %.2 b.8 4.9 6.4 6.3 b,5 2.1 1.4 b.6 b.3 b,3 b,3 b.3 b,3 11,2 b.2 b.2 b.l b.l b.0 b.0 b.0 0,0 b.0 b.0 Vo 0.0 b.0 b.0 b.0 b,0 b.o b.0 b.0 b.0 0.0 b.0 0,0 b.0 b,0 b.0 b.0 b.0 b,0 .0 ` ;,)D 0,0 b.0 %.l b.2 11.9 .8 6.0 b-9 4,6 4,5 V2 %.7 ll,5 %.5 1.7 1.0 b.6 b,5 b.8 b.6 b.7 11.6 b.3 111 b,0 b.0 b.0 0.0 to b,0 b.0 b.0 b.0 b,0 0,0 b,0 b.0 0.0 b.0 1 b.0 b.a b.0 b.0 b.0 b.D b.0 b,D .0 b.0 b.0 b.0 b.l b.3 1.7 p.7 10.0 6.9 4.8 6.5 4.5 2, ` .1 2,D 1.5 b.9 1.0 1.3 1.5 1.5 1.5 .9 1.6 1A 1.7 b.7 b.l b-1 b.0 b.0 b.0 b.0 %.0 $.0 b.0 %.0 b0 b.0 h $.0 b.0 b.0 B b.p b.0 b.0 b.0 b.0 b.0 b.0 0.o 0 o b.0 A 114 6.6 V6 16.1 �.6 �2. 1.3 1.] 1.2 1.3 .1 6.6 '�.4 °6.7 43.7 b.D .5 c.8 2.8 1.1 0,4 b,l b,0 b.p b.0 b.0 bA b.0 0.0 0.8 `b.il bA b.0 b.0 b.0 b.o b.o 0.0 b,0 b.o b.0 0.0 %.0 b.o Wo 0.o 5 q.3 %. 1l,4 b.6 1.o 2.3 $,9 3.4 �.2 4.2 4,D 4.3 1.5 b.4 b.l b.0 b.0 b.0 b.0 0.0 0.0 h Vo b,0 b.0 b,0 b.0 b.o b.0 b.0 b.0 0,0 b a b.0 0.0 b.0 0,0 d 19 �.7 '3, b.3 O5 1.0 1.4 16.7 42, 9.9 14,9 6.7 6.0 1 ,4 ,4 1.5 b,2 b.l o.l b.l b,l b.0 b.0 0,0 b.0 bA b.0 b.0 0,D b.0 b.o b.0 t:t B b.0 b,D %.0 %-D b.0 b•0 0.0 b. b.0 b.0 16 �.5 b.2 b.5 1.2 43.9 k.0 10.2 62,-X ' &r. 17.7 5.2 6.7 1 5.8 .5 0.1 b.l b,f b.l b.o Vo b.0 Vo b,0 %-a b,D to b.0 b.D bA b.0 b.0 b.0 0,0 b,0 b.0 b, b,0 b,0 .0 b,0 b.0 bA %.l b.1 b,9 19 �3.5 �3. b.;' b,5 1.3 4.3 �20,5 ,0 6a, ° 8,2 17.3 .6 .5 �3.6 �2.0 b.9 1.0 Ll 0.5 b.8 b.2 0.1 b.0 b.0 b,0 0.0 b.0 b.0 b.0 b.0 b.0 i 0.0 b.0 0.0 0.0 b.0 b.0 b.0 b.0 b,o b.o .o b.0 b.o b.o b.1 b.2 12 .2 6 4 b.2 b.5 1.3 °4.3 �0.1 a1.� °6.8 16.6 %.3 �.1 1.8 b.8 1.4 2.5 .0 4 .9 1.4 b.2 b.l 0.0 b.o b.0 b.0 b.o h b.o b.0 Vo b.0 b,o b.0 $,0 b.0 b.0 b.0 b.0 b.0 b.0 b $.0 h b.l o.l 0.3 �.0 .7 V 6 W.2 `b,5 1.4 4.4 10.7 %2.5 64.8 °8.2 16,6 4.2 1.7 1,1 b.e 1,4 2,4 %.3 12.6 3, b.5 0.2 b.0 b.0 b.a b.0 0.0 b.0 u.� b.0 I ■ B b.0 b.0 b.0 bz b.0 b-o b.0 b.o b.0 h b.0 b.0 b.0 b.1 112 b.4 �J 5 B V8 8 b.2 11,6 1.3 4.3 60,6 0.2 63.3 6.4 1.6.1 �.5 1.2 11.7 b.7 1.3 2.7 6.5 6,5 6.6 6a .0 ba 11.2 b.0 0.0 b,o b.a r i L b,0 b.0 0.0 b.0 b.0 0.0 b,0 0,0 b.0 to b.0 0.o b,0 %.1 %.1 0.2 1.3 ).5 6.9 0 0 1,3 4,i= 19.9 �.5 61,8� 5.5 15.6 b.3 1.1 b.6 b.8 1.7 2.8 4.0 6.0 16.5 4.3 �. 1,3 0 b.0 b.0 b.0 b.0 b.0 b.0 b,0 b.a b,0 b.0 b.0 b.a b.0 b.0 b.0 b,0 b,0 $.0 b,D b.1 b.l b.9 9 �3. '�.9 b4,2 14.2 �5.1 1.3 b,5 b•6 1.3 4.1 19.8 %)-1 62.3 6.5 15.5 2,3 1.1 b.7 b,8 1.3 �2.2 s3.2 �b-D %.4 b.8 �3.5 1.3 b.3 b.l b. 0,0 1i.0 b.0 b,0 b.D b.o I b.0 b.0 b.0 0.0 b.0 .0 b.0 b.0 b.0 `b.0 b.D 0.0 0.0 b.0 %.1 b.2 11.6 1.2 �6 4,D 1.0 %.5 b.6 1.2 �.8 18.5 47, ' 3,9 15.1 1.4 1.1 b.7 b.7 1.1 �.l b.1 %-5 6.3 45 .9 1.1 11.4 0,l b.0 .0 10 b.0 b.0 0.0 b.0 b.0 b.0 b.0 b.a h b.4 b.0 b.0 hb.0 b.0 b.D b.0 b.0 WI h b1.1 2.2 %.1 2A 42.3 1.7 1.0 b.5 h TO %.0 14.8 17 46,18? 1 4.9 13.0 4.1 1.5 119 b.8 1.4 2.4 4.0 1$.4 5.8 �.1 4 b,9 b.2 b.1 b.0 Vo 10 %.0 b.0 B b.0 b,0 b.0 0,0 b.0 b.0 b.0 1l.0 bA b.0 b.0 b.0 b,0 b.0 .1 0.1 11,2 1.4 %.0 b,9 1.9 1.9 1.8 0.9 111.5 b,4 b.7 1.8 4,3 17.3 11.7 16.8 6.2 °1,6 �'c,0 b.7 b.6 1.1 2.1 %.9 �A 1 , 9 `r�.2 1)d b,0 11.0 b.0 11.0 b,0 b.0 b.0 b.0 b.0 b.0 b.0 b,0 b.0 b.0 b,0 b.0 b.0 b,D .0 .0 b.0 b.0 %.1 114 11.3 2.3 3. 6.3 6.5 %-0 1.6 0.8 b.4 b,3 b.4 0.9 �.1 4.3 %.1 �.7 6.1 V4 3.2 b.7 0.4 b.7 1.5 2.6 S,5 °4.8 2.7 1.3 b,i? b.l b.0 Vo %.a b,0 b,D .0 b,0 b.0 B B h b.o b.0 0,0 b.0 o.o b,0 b,0 0.0 0.0 0,0 b.0 b,0 0.0 %.1 0,2 1.2 %.1 8.4 4.4 2A b.3 0.5 1.0 1.9 1.7 4.1 62 4,0 1.7 0.5 b.5 1.2 2.3 2.0 1,7 0.6 b.2 0.1 VI b,0 0.0 b.0 0 0,0 b.0 b.0 b.0 %-a b.0 b.0 Vo b.0 b.0 b.0 b.0 b.4 Wo b.0 ` .1 b.l b.3 .3 �.1 6.2 °6.i: .a 4 $.7 b.3 b.2 b.2 b.3 b.6 1.3 92.3 4,8 �.7 12.0 43.6 b.8 0.3 b.3 b.6 b.8 b.7 b.6 b.l b.l b.l Va b.o b.0 b.0 b.0 b.0 Ve i I b.0 b,0 b.0 b.0 $A b.0 b.0 b.0 b.0 0.0 b.0 b.0 $.0 b.0 b.0 b,l %.1 1.3 $.8 %3.6 1.4 �2.2 1.4 b.6 b.3 b•1 b.l 0.2 b.5 1.1 1.1 �.9 g3.3 4.5 �,o b.3 o.2 b.l b.2 b.l 0.2 b,2 0.0 11.0 b.0 %-0 b.o V0 %,0 b.0 0.0 0,0 b.0 %.a b.0 h b.0 b.0 Wo b.0 b-0 b.0 b.0 b.0 b.0 0.0 b.0 b.0 11.0 11,0 %.2 b.7 1.5 g 3 1.5 1.0 b.7 b.5 b2 b.l b,1 b.2 b.4 b.8 1.0 1.4 2.l 2A 1.0 b,4 b.l $.l b.l b.o b.0 %.a b.0 0.0 b.0 b,0 b.0 b.0 b.0 11.0 b.0 Vo b.0 b.o 0,0 b.0 b,0 b,0 b.0 b.0 b,0 b.0 b,0 b.0 b,0 b,0 $.0 b,0 b.0 b.0 %.l b.z 11.6 1.0 11,8 b.4 b,2 b,2 b.l b.l b.1 b.l b.2 b,3 b.4 b.7 1.1 1.0 b,3 b.2 b.l b.0 b.0 b,0 b.0 b,0 b.0 b.0 b.0 10 0.0 b.0 b.0 b.0 b,0 b.0 b.0 b.0 b.0 b.0 b.0 0,0 %.0 0.o b,0 %.o 0.0 b.o b.0 b.D b.0 b.0 11.0 b.0 11.0 b.l 11,2 b.3 b.3 b.2 b.l b.l %.l b.l b,l b.l %.1 %.1 b.l b W4 b.3 b.l b.0 11.0 b.0 0.0 b.0 b,0 %,0 b.0 11,0 b,0 b.0 b,0 %.0 $.0 b.0 b.0 b.0 b.0 %.0 1 i i i .. ENSIGN MAINTAINED FOOTCANDLE VALUES AT GRADE, Petroleum :au menntCo+n� LY�1 USING A .72 MAINTENANCE FACTOR. REGGIE DUFRESNE 235 Albany Street Springfield,MA01105 S-tatistical Area SUAn''1ar Luminaire Schedule ReV. Data B Revisions (413)739-8200 E-mail. (413)739-8201 Fax Lobel Avg Max Min Avg/Min Max/Min S mbo( Qty Label Arrangement Lumens LLF Description Total Watts reggie.dufresnr@rnsignpetroleum-corn (4)3)246-3438 Cell CANDPY 51.01 64.8 34.9 1.46 1.86 16 A SINGLE 32000 0,720 SCF-S-320-PSMV-F 370 INSIDE CURB 3.09 30.5 0.0 0.00 0.00 8 B SINGLE 40000 0.720 CHV FP 400SMV 16 S 458 INDUSTRIEr 2 C SINGLE 20000 0.720 EGM-WB-250-MH-PG 295 (6+3)M�mao•rAx(513)M--em7 Based on the information provided, all dimensions and luminoire locations shown represent recommended positions. The engineer and/or architect must LIGHTING PROPOSAL FOR determine applicability of the layout to existing or future field conditions. FEEDING HILLS, MA This lighting pattern represents illumination levels calculated from laboratory dots taken under controlled conditions in accordance with Illuminating Engineering Society approved methods. Actual performance of any manufocturer's iuminaire may vary due to SCALE: =20 L�- rJ�36� variation in electrical voltage, tolerance in lamps, and other variable field conditions. oA7E: - -0 BY: BDB SHEET 1 OF 1 P 199 � I e T A � •19 20 0 0 ` \T o • � �� TOTAL CARS REQUIRED(TO MEET DRIVE-UP REQUIREMENTS) = 50 CARS 4 3 CAR 3 0 O 5 CARS 0 0 ` TOTAL CARS SHOWN = 40 CARS <1 / �F _ flc�TFa�o u Q Q 4 CARS 9' 18' 30 24' RiLF <00000) a r �} EXIST CARWASH s ' I , lot I 5' 1 1 ' 8' 1 40' (n 4 u Q PROPOSED N N CONVENIENCE �. STORE (2880 SQ. FT ) '� I I. 00 N cv 4:- � " 15,000 GAL. - 10 X 20' DUMPSTER W/ DRIVE THRU 6' HIGH STOCKADE FENCE WINDOW AND ,SPRING LOADED GATES. N -- 0 15,000 GAL. F - Nil ® : ICA 10, � � N t N PROPOSED 10' X 12' R ETAI L Lo 8 CARSLo ti cn 1 C) y 284.70 3 _ 14NI 9 EXIST DRIVE RELOGATI=D EX. DRIVIr v-_# :- REVISED: 5-1 -02 RETAIL D.E.A. REVISED: 4--9-02 CURBCUTS RELOCATED D.E.A. SPRINGI=IELD STREET TONY PARRELLI SITE * PL AN SCHEME FOR SPRINGFIELD AND MILL STREETS AGAWAM , MASS . DATE: 3-5-02 DECKER & COMPANY SCALE: 1 "= 20' 33 PARK,PLAZA D - DR. BY: D.E.A. LEE 1 FILE: 22201 4 .. -.. Y`".--. ..-__ aY. 3r'�r^r'�.xd. ,. ,... .r. - -,.-._- r _-.. .. .-_ -.,- .. . `yam- -- - - -.' ::a _ - sar.- 'n - ter[.- r ., .,r.•.r ar.,r ,r- - - — .a=r•r •': .. ..._. .. .. .. .•_ -.. a..r.a .._ -.-� , ..: ,t,w .. r ,.( - —:� -t'' I.:I....- 1 —Pig ,"i. F :T:; ,y,pu "•7G.': -. P' '- r , n r -"t e . :4 h t r . t-:+.-gip: ..:, . - : --. .' - - •!. - - -a?- r Q ' I - can Cb ! � " \ E '•~` `r{' I l \ 54/120/� / \ 1. f LAND N/F tS SANDRA J. COSENZI 4, .\ \ EXIST, !I S.M H. �r L.P. L G 0 GAURp POSTS L.P. , / p �e4 4C 11 i I 1 L.S. AREA / i t PEST C, i L.S. \ 16"PINE' ')tA - 5. EXIST. j / // I/ EXISTING r 3 = •� B. RIM=2G5 �2' \ � ' c � L.S.L 11 MdB J 1 2" ADS INV OUT=1 99.63' �f J 3.P, / / BIT. CONC. PAVEMENT / 3'PINY S.P_ \ \\ L.P. EXIST. \ APPLE / _.... — / / /� / C.B. P`U=204._5T. J.DI;nAPSTER ! � >PEA / NDR MACHINE us PAD v \ VENDOR i q4 """ L ' / AC H I NE, AREA \• 2^ MAPI E O 0 L EXISTING 1J EXIST - , ti + ✓y /i jtx,=zoti,mll:i LEGEND -- �✓ �/ - - ;� / / i / e APPLE S.P. / � ' / f / BUILDING / ro c s ■ EXISTING GRANITE STONE BOUND w�\� / i / / / f ' I \ /#92/ EXIST O EXIST RED °� j \ F.F.=206.19 / M H,RtM=205.8?' C.B. R Ni=203.5., lA ; sx ;_ ■ EXISTING CONCRETE BOUND FOUND / / i _ r j I I t 1 r % }� .r 0 EXISTING IRON PIPE FOUND =iy \ I I �. f fI \ / / �F j 1 EXIT 43> ® EXISTING GAS GATE / / gM \ ExlSrl C r I LAND \ / �� / C.B EXIST Q2:73' �' / OF METEKBLOCK` / f , 01' 1 f 1 p� / 1 / O EXISTING MANHOLE / / � C / � f 1 N/F C / EXIST. W.G.►+ EXISTING WATER GATE / q G�� r \ �Bl3fLDING / f I J EDWARD P. SHIBLEY JR. % I ` \ C_B- RI►�t»r 204.41) � i S.P. EXISTING SIGN POST S.P. / / -�.� 1 f 1Q39 % ( 12" ADS 'INV IN = 198.94 / f a f \ 12., ADS NV IN 198.9e' C / I\7 4Y/F / n. 1 2" ADS INV IN = i 99.01 k T.L.�' EXISTING TRAFFIC LIGHT � f / k. \\\ I-.F. GAR. '21 1.86'• � � 1 I •. .� ( �� \ - L U 1 ADDITION ? I � 12" ADS INV IN = 1495' P. LrP.� EXISTING LIGHT POLE � � t / ) \ 1 1 EXISTING CATCH BASIN 0 I I .� / ! I ! \ �'` *'G. EXIST. 1 L.S^ s 254/120/1 J5 EXISTING UTILITY POLE \ 1 \ 21 t.77' Ex1� R��`� / / I / �; M.B.i EXISTING MAIL BOX p�� f \) O N / I / G M-H. o EXISTING DOWN SPOUT ' LE R 1,11 / . ' ! / 1� INV. NIM=19,9.67' I / r*. - ---2-1-5- -- — - EXISTING CONTOUR // / '+� , E / , 6 PVC INV. 2"DV B2' / f ` i i r / / RESTRICTOR INTO 1 2'cVC / / �o� ,�4 LANQ i / / 15" ADS INV. -1 8.55' ` �, �' EXIST. i � / b EXISTING LANDSCAPED AREA OF \ �5t EXISTING 4� f /�� /5� / M.H. PAUL E. iMALKOON BT CON,-- PAvcI ENT y 4 / / / .;!f=t 2' / l , / ( TRUSTEE OF PEM REALTY TRUST) / �' } I f 7 / / �• / % / / , / f / EX!ST-O �� / OHW EXISTING OVERHEAD WIRES / ' / Ir \, 41 I \ / LS / C.fe. PIU=201.20' Q+ (7 GSB 1 1 / EXISTING / P / HERFZY / ry 1 x�>�PATCH / / I f / BIT_ CONIC PAVEMENT / f 1 1 �' N EX T / P¢� / ' J j1 i I f s1 / / 1 1 ORIM=205.72' C.B.E EXIST 08.32' AREA / / �XIST I l / / / 2" A05 INV IN= 205.26' '` / f / 1 i / i C.B. RIM= 208.05 ADS INV OUT= 205.21' / / / ARC/A z tri, 2" ADS HIV OUT- 205-58' f / // // , BCP? / / I �� ia` I of S.P. n APPLE EXIST '� / / I ` {I L.S. , / J C:B. F1IM=210.55' c ` f `. N 35'03'00 W / r \ / L._. AREA r . � �12r• RC!=! 'NV (BUT-206.23� �- / i / , � `_� �' r� � CSB 12.08' \ I / 1 AREA / \ >� � � / GUY � �2 /��a T x \ D,P- !1 PERMANENT EASEMENT �'� / / / GSB '��'_ � \ GSB EXISTING ,ry SIGEWAL:f _ 2— �,. 259,70' > 1 ` r 34` 102.98' -EZiS'Tff G SIB/ S:P. — - HAND _U RAlL S 89'59 3O- W 362.68E ' y a S.P. / r - - — �\ 1 �! RAMP ! 209,19 _� EXIST. GRANITE rURB Y- EXIST. �_ � _ � � EXIST � J �'� EX:ST. EXIST. ' C.B. RIM=212.67' C.B. RIM= 2G8-53 `� C_E3. Ri1.1=2C3.1A� M.H !,..: �'�� 12' RCP INV. iN= 204.69' Ri10=202.72' �`� ,;�: _'' 70 12' INV. IV= 204.75' O `• ; ` ' rv',1 T' 12' INV. OUT= 203.28' MILL STREET co 1 S.M.H. RIM=202.70' -n O 'O eu r; SCALE -° r+'t 0' 20' 40' 60' ` U POLE FEET u 175B/1 AS BUILT PLAN - n .. FOR: +w TONY PARRELLI f' 'iv ` 36 RAMAH CIRCLE NO. 8E AGAWAM, MA. r DATE: SCALE: 1 "=20' 5- 1 -2002 CHECKED: D.L.B. C.A.D 'SHEET NO. T.J.A, t OF D . L . BEAN INC. SURVEYORS & y 40 SCHOOL STREET z WESTFIELD, MASSACHUSETTS ENGINEERS 1 g iF l ¢,� .. - .. - - .- .- - .. - .. .. - _ _ .. ..- r r_ - • .r _ _,.L _,,.. _r�2MM8e�'..:- -._1�.a�ir�'`t'%'�nidF,twaie'�t'�4,_ors' i End view of i e/fabric connection. Cut an X in the _ Suitable structural bark6ll.� Geogrid(Tenser p p g y BX1200 or equiv.} fabric slightly Iarger than pipe,pull the fabric arnund the Lmity+M'Mm U"' -Mmt-to"of d(Tenser _ pipe to creak the"boat"and then secure with a Barkfdlcompacledto99Gmrpd 5pTirttf „�dn.trrtamrknwewnM rX120 r --- pmcto,densily. 12'(0 3 rn)mrn irtwm. ,ery 6owbpr+-/ hAun B1200 or equw.} hose-clamp. --. Rainstore3 Unit Dimensions - 36'(0.9 m)maximgm depth. .F T �1 R Jl��f\ /�+'r't• ] arnstore3l sirechae.-- _ t - 1nkjoutkM pipe Inle-vurnlct pipe J \ kuac vlan+p tmcd to scYurr !' `` goacittilc ratxic"Ipexrt"to(ripe. 1 meter(40'} - f ( ` 7. stufaclnp ' I 1 - / .R oz ruin.nonwoven pAotextrte _ - — hS1er fabric,encasing Rainslore3 I �r structure. I c _ _ I " Cairn basin a other sudahie I -. — _{!!ration system {hy olhers) 40'(1.0 m)9eood(Tenser BX 12QQ 4 -_ _ * 11 V. or equiv.)ovedap. 1 � a, Bxt20o or (Tan ceagra ker PAW-) 1 p i Noncorrosive hose Clamp used to fallen -Y liner to pipeA to prevent y Ralnslnre3 xlnicture. { - 1 meter 40 hackfill from enle+ring sfruc0.ua. J `sr� r ( } I i A oz.min non geote elite cut n the fabric r ' Side '{�a View e W Q (ieotcxt+lc fahrir(8 oz-min.) N I filter fabric anrasrnq Rains!ora3 sEruriure, X + fom+cJ ini p a"htx t" \ End to allow pipe to enter. _.._._ e T. 'y — tieotcxtilCfal+ne / ! Deleinlron otiftw pipe it necessary \ LAND I Sized toe desirod Row rate.� y View / \ :l Local --� ion near inflow allows suspended- y �-Excavation line. NSF I solids 10 exit befo settling. re s � / t - _ - "— _ 3tsi+ahleslnu:turathackfiltoompac..led Rainstore3 Inlets/Outlets With Fabric ' SANDRA J. COSENZI I SnilF+tAIR stnuturvil bar.kfill Y: I / ` 'In 99%modified prior density. / / } +_ cnmpartnd to 95%modifwd - � e'oa.rcMnR pipe ro rlre fiatenmrt s,rocrnrr proclor density- �. Rainstore3 structures 0:1 meter(41 !' ► ' / 'e��/ 20"(0.5 m)minimum to allow 0.06 meter(2.6') �.0.17 meter(B.B') I �/" Lu epace Irx proper compaction. 0.1 comer(4') e o:.min.non-wDven a OZ,min non-filler fahr!c Geogrid(Tenser DX 12t10 or equiv-) \ \ T� - — Geognd(7wsar SX12M or equkv-) l ! encasing Rntr*lore3 i c t � e{ructure. Excavation line, \ \ m Rainstore3 System J \ \ y � 1 1 (� / � � �\\ \\ EXIST. � -_- i .i nci m,,,n.r r..rMtnw rvtY•»G it I Gf S.M.H. \ / 1 ,• � b L.P.L� � 1 / / P � .� \ L.P. Rainstore3 Unit Detail S•,qw rn4:Wtl ,ec:m roae".„+•.�90m r "-.,^+e sn+ r / ' ' � \ \ S.P� \ / / EXIST.�� 1 d 1 / / / / EXISTING C.B. RIM=205.32' 4 \ \ C \ TYPICAL CONCRETE WALK BITUMINOUS BERM 1 M B r ! / BIB/ CONC. PAVEMENT 112 ADS INV OUT=199.63' � S.P. � � �� 1� / \ � S.P. 5 < � CAPE COD BERM / V � / \ N.T.S. I ' 1 1s11p¢ �,3 ` \ � � / L.P. / EXIST. � \ 6" P C CONCRETE 12" 5 / / �CS I d B. RIM=20�i.57 \ G.: GRAVEL BASE Xr /lZ=ZS' �' D.sVEND \ 11 \ COMPACTED GRAVEL N\� / ( \ f MACHO E TOP COURSE 6» Q VENDOR j.,50 ACHIN j \ to BINDER COURSE � I / t� ✓ / 1 EXIS-ING 0 EXIST L.P: rr M_H.RIM=2 5.76 ,I Y1 Z I 1 G ��, / / // ' I U31 Ir. I , /biC;�r:IND tiLvCrC i + � /EX;ST. 1\\ 1 14 t_E � E N D I� / `� �QP , 0S.P. / �4� j b' I / BUILDING fOro J C.B. RIM=203.53 L ..5 i ! \ GSB \�� jL�25 S Pr/ / j / / 1' I \\ "92/ / / t r [■ EXISTING GRANITE STONE BOUND 1 F( / ■ EXISTING CONCRETE BOUND FOUND / / F.F.=20 EXIST EXIST, 6.19' / M.H.RIM=205.87' I �Or 1 \ C.B. Rllv} 02.73' i EXISTING IRON PIPE FOUND 0 EXISTING MANHOLE / / r ! ll N W.G.N EXISTING WATER GATE / / / �� 1 I n ON r 1 S.P. a EXISTING SIGN POST / / 0 O f ! �r / ' C.B.EXIST. 204.41'J T.i. EXISTING TRAFFIC LIGHT / //, X� O t / �� j ( \ �� 12" ADS INV IN 5W = 198.9�' L.P. EXISTING LIGHT POLE p L, r 4 j + Q.s. �`L 12" ADS IN IN NE = 198. 4' C3P F / {\`'� �Z'�' td� r jtl / 4 / �� l� �i•1 (7 I 12" ADS !NV IN SE) - 19901' �P ro / ® EXISTING CATCH BASIN L,j �� a �i,_ -7 I r I l / 4 � � / 12" ADS INV OUT 98�95 np p u EXISTING MAIL BOX 0�0 / 1 � \ oQ� W.G. o EXISTING DOWN SPOUT y15j M I�� 3 / / 'EST, —c.s. EXISTING CONTOUR ��N\� / / / i rC0� 0.. i�f O,�A\A \ f I (I / " I�� '` \ I / 1 "A S ID.MNV. NM=198.67' s PVC INV. 2"PVC. ' / �,+•S • � � �o y�l RESTR1cTOR INTO 12"Pvc f } / Pd O 15" ADS INV. =198,65' r EXIST. p�CS/,cl EXISTING IJI.H. �/ _ ��zoaosCf G{Jl?J` ,U.v� e cG d BI-' / `M � . , �p1,��' o l/ �� 1 I �� Q .�� Exlsr �� / % � EXIST. o G� (G� �/2ap� 6,�2;FA Oe c/ lr / 1 ,Z C,6. RIND= 205. P° C.B. RIM=201.20' tpo �� / '� j f �' o2' 1 z'2 ADS SIN oIN= 202 26; tr�c�P.�,u� GSB I +� f'r Kp�� ' � �PCS'2 6� / EXIST. M.H, wt / �/ / ' BRIM=2 12'�osc�o.s1 S ,( l I / / /98.79 C.B. RIM= 205,08'tk ti 2 =3 / / / / . 12" ADS INV OUT= 202.61' }}U / / / 1 D PXl ' Q eel E IST weave 1 C B. F6 210.5 ' �/ / GS N2 0 00t \ I 112" RCP I V MU /' / ,�O /' S — / ` // �'L0° '\� T f D.P. '\ PERM AN A w 1 �/4 �' `� / / J f G5B ��s X �5 3 EXISTING ,rb SIDEWALK-, J 2— 259.70' �1 1,3 aiP 2��1 — 554 / 102.98' I�1G SInEWA // l/ X., S.F.' — — HAND RAJ 9 3 S $9'5 W 352.6$' a r�S.P. r -- _ t, ftir ArIPED " EXIST. J EXIST. GRANITE CURB t — — \ EXIST. !� EXIST. C.B. RIM=212.67' C.B. RIM= 208.53' — ` C.B. RIM=203.14� EXIST. �ll�,n01 F/2 s171 '�� 12" RCP INV, IN= 204.69' 0 \ RIM=202.72' 12" INV. IN= 204.76' 12" INV, OUT= 203.28' r �� F 0 MILL STREET C�iy�.Car� �'�� S.M.H. RIM=202.70' i�. O NOTE: PRECAST CATCH BASIN o, 20 SCALE 40' 60' ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY I1�E MSS fTivcJUi � _ ABUTTING THE PARCEL AND INCLUDING THE TREE BELT SHALL BE MAINTAINED IN A SAFE �fq AND ATTRACTIVE CONDITION BY THE OWNER OF THE PARCEL." r'DP C'e4<'z 7 o�yC, f FEET y— ,, 7 TYPICAL PARKING PAVEMENT STRUCTURE Ilmum 92 �oP�� ,Sre��r PROPOSED SITE PLAN 2 COURSES BITUMINOUS CONCRETE ," TYPE I-, SURFACE 1.5' TYPE I-1 BINDER AGAWAA HTT? ---.��'�\ Ind � Itltito FM at su%ftne MVA //,�?6e -Zy SHOW OF ,� TONY PARRELLI 41'-'P sP� /,c/✓� �v C/ /✓ �Ew /$ ZS/` � 3� -]c— _.._�=_=� :-�__::_w.��:.:: T _ —`_]�'`- — �fRor RICHAAO � � ��/1i7iy�N C/�eCCE ,rJJo�Tf� AGAWAM, MA. . � j"Gocv�2/,u C'/Lio� /l�pi�GC' SOi/l�Z� - 4" PROCESSED GRAVEL W _ — .r+w � IVOLIz� .�� DATE: SCALE: 1 "=20' — 4r f�! C11nL _ � °" on o qF ��° �4.� }�` 9-10-2002 CHECKED: Iv1Ax Il1a g" BANK RUN GRAVEL 3.. MAY pla � U �, Gl E. E, ,•> _� ��_< ,�y,� D.L.B. - STONE t+lZf c.TONE SIZE 1 U t(a�. 4 r WK pn► nr , , STONE-__-- wee: ��i+a�ra,� r � `` r-MAM +tralp � � l ":_`� C.A.D. SHEET NO. NOTE: DIG SAFE AS WELL AS EACH UTILITY COMPANY EXISTING SUB-GRADE --- .• ihier �� T.J•A z CF z SHALL BE NOTIFIED TO )HARK THEIR UNDERGROUND LINES AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION. 'r } DIG SAFE TEL. 1-800-344-7233 • • e ,c •;•77=..<•'r, • ' NOTE: NOTE: PRIOR TO ANY INSTALLATION OF ANY SEWER, WATER, OR '- 4' „ .. D . L . BEAN INC. SURVEYORS & ALL NEW (MATERIAL TO MEET DRAINAGE LINES THE CONTRACTOR/OWNER SHALL CONTACT THE • 40 SCHOOL STREET '). TOWN OF ACAwAM SPECIFICATION TOWN or AGAWAM'S ENGINEERING DEPARTMENT 0 �r86--040o EXT. 278 �TIfJf�l 9-e S�-A"S WESTFiELD, MASSACHUSETTS ENGINEERS