Loading...
8083_SITE PLAN-SUPER FOOD MART-SPRINGFIELD STREET 3-,o cj,,�-r4 ���- f rCCA h 1 i VA- 02 i Lawyer: Gary L. Fialky f 33 State Street Springfield, MA 01103 781 -0560 i l � y ,TTo_8124-zob Date `a Time .'I D M Lt4vHILE YOP WERE OUT j of Phone Area Code Number Extension TELEPHONED PLEASE CALL CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU URGENT RETURNED YOUR CALL J. Me83ag I Operator Southboro Executive Place BOTF--TIT E 352 Turnpike Road, Suite 105 L i� Southboro, MA 01772 ENGINEERING, Pc. 508,80.9 80f a0x ma®bohlereng.com December 26, 2000 Town of Agawam 36 Main Street Agawam, MA 0I001 ATTENTION: Deborah S. Dachos, Director of Planning and Community Development Re: Proposed Super Food Mart Springfield Street and Walnut Street Extension Agawam, MA Dear Ms. Dachos: Enclosed please find one (1) copy of the colored building elevation that was.presented at the public hearing for the above referenced location. Please contact our office if you require any further information. Sincerely, BOHLER ENGINEERING, P.C. William D. Goebel, P.E. cc: Fran Cataldo, I - Franklin Realty Joseph Wright I—Franklin Realty Other Office Locations: W9w25 a:161eek W\&Pwam+dxhW Ica ■Watchung, N1 ■North Wales, PA ■Valley Stream, NY ■Sterling,VA ■Towson, MD ■Albany, NY ■Center Valley, PA 908.668.8300 215,393.8300 516.872.2000 703.709.9500 410.821.7900 518.438.9900 610.797.3000 CIVIL&CONSULTING ENGINEERS■ SURVEYORS■ TRAFFIC CONSULTANTS■ ENVIRONMENTAL & GEOTECHNICAL ENGINEERS www.bohlereng.com Town of Agawam " 36 Main Street Agawam, Massachusetts 01001-1837 y Mpy� Tel. 413-786-0400 Fax 413-786-"27 FAX COVER SHEET Fax Number (413) 786-9927 Originating Department: TO: FROM: Number of Pages Including Cover Sheet: C7a Comments: Fax transmissions are solely for municipal purposes. Any personal or political use prohibited by law. TOWN OF AGA.WAM •ry ,"� 36 MAIN STREET AGA�VA.M. MASSACHUSETTS 01001 y Tel. 413-;96-0400 ATED M FORM A Application for Endorsement of Plan Not Believed to Require_Approval FILE ONE COMPLETED FORM WITH THE PLANNING BOARD AND ONE COPY WITH THE TOWN CLERK IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 11-B Agawam, MA 19 TO THE PLANNING BOARD: The undersigned, believing that the accompanying plan of his property in the Town of Agawam does not constitute a subdivision within the meaning of the Subdivision Control Law, herewith submits said plan for a determination and endorsement that Planning Board approval under the Subdivision Control Law is not required. 1. Name of Applicant Address 2. Name of Surveyor Address 3. Deed of Property Recorded in Book Page 4. Location of Property 5. Describe the proposal in this submission: ATTACHMENTS - Two or* finals and three copies of plan by certified land surveyor. Filing Fee - $3S.00. Signature of Owner Address TOWN OF AGAWAM ��� MEMORANDUM rED To: Planning Board CC: John P. Stone, File DEC 0 7 nm From: Engineering Date: December 6, 2000 PlAM�� 14 cAjAhu Subject: Revised Site Plan - Proposed A & P Super Foodmart - SP 362 On November 21, 2000 we received the revised site plans entitled, " Site Plan, for I Franklin Realty, Proposed Super Foodmart, by Bohler Engineer, P.C., dated September 21, 2000, revised October 21, 2000, scale I" = 30'. " We have the following comments: I The plans include a stamped signature of the professional engineer for these plans. Under Mass. General Law Chapter 112 Section 81 M, " Plans, specifications, plats and reports whenever stamped with the seal of a registered professional engineer or professional land surveyor shall be signed by the registrant named thereon. The use of a facsimile signature stamp shall not be deemed to comply with this section. " 2. The applicant will forward the cross access agreement for the access road and obtain a construction easement from N/F Nirvana Management Consultants, ET. AL. The lit-nits of the cross access agreement for the access road should be included on the plans. Please complete the location of the existing 12" drain in the Shopping Court street near the overhead wires midway along the back of the proposed building. This information was previously furnished to you. For purposes of clarity, please delimit the areas of heavy duty and light duty pavement. 3. The plans include details of handicap ramps that do not match the handicap ramps shown on the plan, Sheet 3 of 9. Please show widths of ramps and clarify the depressed Walk detail ( is the curb placed in the parking pavement ? ). 4. A Form A should be provided for this site, the building is proposed on two separate lots. 5. All bends used for the sanitary sewer should be long sweeps and labeled on the plans. Any proposed cleanouts in the bituminous pavement would require"Neenah " R-7506 floor box frame and lid or equal. This should be labeled on the plans. A detail should be included of the proposed sanitary sewer drop manhole. Any 4" sanitary sewer service can connect to the main rather than enter sanitary sewer manholes. This would eliminate any unnecessary cleanouts and bends for the connection shown exiting the southern side of the building. 6. The plans include utility services for both retail stores, we suggest that the water and sewer services for the ret . spaces be provided by the services frooke main store. This would eliminate additional road openings in Agawam Shopping Court. The western most water connection in Agawam Shopping Court being provided for the western retail space is shown being tied into the curb line. The proposed tee for this retail space should be labeled 6"x 4" x 6". 7. The submitted drainage calculations do show an overall decrease for this site, however it is not obvious what areas 1 and 2 represent (El, E2, Pl and P2). This information should be provided because the calculations do show an increase for Area 2, E2 and P2. The calculations do not demonstrate if additional flow may be entering the drainage system in Walnut Street Extension. There is not enough information provided to review these calculations, as well. For example, the calculations do not include the time of concentration. The rainfall for this area for the 2 year, 10 year and 100 year is 3.0, 4.6, and 6.5 inches, respectively. The submitted calculations use 4.8, 6.1 and 8.9 inches for the 2 year, 10 year and 100 year storms. The applicant's engineer should contact this department regarding this matter. The proposed 15" ADS drain line shown in Agawam Shopping Court should be moved northerly out of the paved surface of the roadway. This pipe can be placed where the existing 10" the is located_ If you have any questions please do not hesitate to contact this division. Sincerely, Aames T. Daley, P.E. Town Engineer H aenginee Asi tep1anlsp362_2.wpd Town of Agawam y 36 Main Street Agawam, Massachusetts 01001-1837 �EDPy�1 Tel. 413-786-0400 Fax 413-786-9927 October 11, 2000 Francis Cataldo 1 Franklin Realty 95 State Street Suite 422 Springfield, MA 01103 Dear Mr. Cataldo: At its duly called meeting held on October 5, 2000, the Agawam Planning Board voted to approve the Site Plan entitled "The Great Atlantic & Pacific Tea Co., Inc., Proposed Super Foodmart, Springfield Street&Walnut Street Extension, Lots 1, 4, & 5, Block 1 Town of Agawam, Hampden County, Commonwealth of Massachusetts" prepared by Bohler Engineering, P.C. and dated September 21, 2000 with the following continents: I. Comments contained in the memo from the Town Engineer dated October 5, 2000 with the exception of item#8 must be addressed. The memo is attached. 2. Comments contained in the Site Plan Review from the Planning Office dated October 3, 2000 must be addressed. The Review is attached. Three copies of the revised plans must be submitted to the Planning Board for its review and approval prior to the issuance of a Building Permit. If you have any questions, please contact the Planning Office at 786-0400, extension 283. O CD z:. c. Sincerely, �? hr =� Ronald LaRiviere, Acting Chairman -' Agawam Planning Board o cc: Mayor Clerk Bohler Engineering Engineering Building File TOWN OF AGAWAM MEMORANDUM y� � RTE D Mpy To: Planning Board CC: John P. Stone, File From: Engineering Date: October 5, 2000 Subject: Site Plan - Proposed A & P Super Foodmart - SP 362 Per your request dated September 25, 2000 we have reviewed the site plan entitled, " Site Plan, for 1 Franklin Realty, Proposed Super Foodmart, by Bohler Engineer, P.C., dated September 21, 2000, scale 1"'= 30'. " We have the following comments: 1. The following notes should be included on the plans: "Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 ext. 275. No piping/appurtenances will be installed or backfilled without the permission of this division." "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." "The contractor/owner shall be responsible for testing any existing Town gate valve where a new connection will be made. The contractor/owner will also be responsible for repairing or replacing such valve or installing a new valve at the property line in order to allow pressure testing of the new water main." 2. Note any access agreements between property owners for this location. The access road from Springfield Street is proposed to be widened to 30'. Proposed grades should be shown on the southern side of the access road. The plans do not indicate where the relocation of the guardrail will be. A construction easement will have to be obtained from N/F Nirvana Management Consultants, ET. AL. The plan should include more detail of the existing intersection of the access road with Springfield Street, for example show proposed striping. There is an existing island that is deteriorated within the driveway with barely visible paint markings encompassing it. This should be included on the existing plans and clarify whether it is intended to be eliminated. There is a portion of sidewalk east of the driveway that is missing and should be replaced. 3. The address of the site should be included in the site plan. The proposed site will require new addresses for the grocery store and two retail stores. The following addresses should be used; 73 Springfield Street for the eastern retail store, 85 Springfield Street for Super Foodmart and 97 Springfield Street for the western retail store. 4. The plans should in de designated cross walk areas (paveme arkings) for pedestrians crossing the vehicle access way adjacent to the store's frontage. They should be placed at the store's entrances and exits. 5. The plans should include the southern pavement edge (curb) of Agawam Shopping Court so we can determine that there is proper turning radii for tractor trailer delivery trucks exiting from the loading areas. This will prevent further treebelt and curbing damage. 6. The plans include details of handicap ramps, the location of the handicap ramps should be shown on the plans. 7. A Form A should be provided for this site. 8. The site of the proposed Super Foodmart is in an area recognized as a roadway facility problem in the Pioneer Valley Region Congestion Management System. We suggest that the developers of this facility undertake a traffic study, prior to opening, to determine if the access and egress planned for the facility are appropriate to provide for the traffic volumes they expect to attract to their new store. 9. There are numerous water and sanitary sewer services located south of the proposed building that may be used. The applicant may want to field verify their location and test these utility services. Road Opening Permits will have to be issued by the Superintendent of Public Works for any utility work being done within the roadway of Agawam Shopping Court. 10. In regards to water service for the site, there is no fire service shown entering the proposed building. The proposed water line east of the building should include a 8" x 6" reducer and the size of tee for the domestic service should be labeled. All restrained joints shall have field lok gaskets, thus the thrust blocks shown at the bends are not required by the DPW. 11. All bends used for the sanitary sewer should be long sweeps. A detail should be included of the proposed sanitary sewer doghouse manhole. The doghouse manhole is being proposed over two 6" sanitary sewer lines, not 8" as shown on the plans. A different scheme should be considered instead of the proposed doghouse manhole. All proposed 4" sanitary sewer lines should connect to the main rather than manholes if existing connections are not being utilized. 12. It is not certain if services (water and sewer) are being provided for the two proposed retail stores. 13. The existing drainage is not shown correctly within Agawam Shopping Court. Information has been provided to the applicant's engineer. Although there is not an increase in impervious area to the site, there is a change in where the stormwater will be distributed. Additional flow may be entering the drainage system in Walnut Street Extension. Calculations should be provided to see if there will be any difference between pre and post conditions. Not all pipe sizes are shown for this portion of the drainage system,for example, CB-9 to DMH-E and DMH-E to DMH-F. It is proposed that drain lines upstream of the above noted structures will be 12" RCP, and eventually discharge into an existing 10" line. The 10" pipe should be analyzed to see if it can handle the flow being added. The proposed twin drain lines from DMH-B to DMH-A are labeled as 10" RCP, they should be changed • to 18" RCP. The twin ,8" RCP pipes g proposed es exiting the ro osed DW D should be shown and connected to the Storm MH directly south of it. There is drain manhole south of the proposed trash compactor not shown on the plan. It is not obvious where the roof leaders on the southern side of the proposed building will discharge. If you have any questions please do not hesitate to contact this division. ;m:esT.�D`aley, ly, J"63 P.E. Van K46o Crilis Town Engineer Civil Engineer I 14:keng inee rlsi(eplanlsp3G2_1.wpd AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: October 3, 2000 .DATE RECEIVED: September 22, 2000 DISTRIBUTION DATE: Sept. 25, 2000 PLANNING BOARD MEETING DATE: October 5, 2000 APPLICANT INFORMATION 1. Name of Business: The Great Atlantic & Pacific Tea Co., Inc. Address: 95 State Street, Suite 422, Springfield, MA 01103 2. Owner: 1 Franklin Realty Address: Same Telephone: (413) 781-2926 3. Engineer: Bohler Engineering, P.C. Address: 352 Turnpike Road, Suite 105, Southboro, MA 01772 Telephone: (508) 580-9900 PLAN REVIEW Scale: 1" = 30' Date: September 21, 2000 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Address should be provided. Description of Project: Demolition of existing Food Mart grocery store and construction of a 59,000 sq.ft. supermarket and 7,800 sq.ft. of retail space with associated improvements to parking, utilities, landscaping, etc. Site Plan Review Page 2 Description of Site: Site is presently fully developed with the existing shopping center, parking and associated amenities. Provision for Traffic Flow: Traffic is proposed to enter the site via the existing entrance on Walnut Street Extension, Springfield Street, and Agawam Shopping Court. The width and radii of all curbcuts is to be shown on the plan. Parking: There are 455 parking spaces shown on property owned by 1 Franklin Realty. Using the Parking Guidelines, 334 spaces should be provided. Some of the spaces are used through an easement by Ames. There should be adequate spaces. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: O.K. The following landscape 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: A colored elevation of the sign should be submitted for review. Exterior Lighting: O.K. Rendering or Elevations: Colored elevations should be submitted for review. Dumpster Location: All dumpsters must be enclosed and screened. The type of fencing and height must be noted on the plan. Other Comments or Concerns: An elevation must be submitted for the west side (new wall) of the Cunliffe building. . . .... Town of Agawam � 36 Main Street Agawam, Massachusetts 01001-1837 i 0 MPy� Tel. 413-786-0400 Fax 413-786-9927 MEMO T0: Building Inspector, Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: September 25, 2000 SUBJECT: Site Plan -Food Mart - Springfield Street Please review and comment on the attached Site Plan for a new supermarket building on Springfield Street prior to.the Board's October 5'h meeting. Thank you. TIRE,-DEPARTMENT APPROi/AL DSD:prk DAME 645 ,A AWAM FIRE DEPARTMENT APPROVAL DATE ..,•.• ... .. . SEe 2 2 2U�D R, GINEE- i Hall NG, Pvc EN •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK (215) 393--8300 SOUTHBOR.O MA 01772 (516) 872-2000 STERLING, VIRGINIA WATCHUNG. NEW JERSEY (703) 709--9500 (508) 480-9900 (908) 663-8300 PROJECT: 1 Franklin RealtyTITLE: PROPOSED SUPER FOODMART SPRINGFIELD STREET & WALNUT STREET EXTENSION COVER SHEET LOTS 1, 4 & 5 BLOCK 1 TOWN OF AGAWAM _ ._M__ -HAMPDENrCOUN=COI4UONWEAr-TKOF`MASSACFiUSETTS--_ . H . BOHLER Y�7. fiAl)1—3C5' OAT 09/21/00 SHEET No: E L (y) I DRAWN BY: PROJECT N0: MAM W99425 B CHECKED BY: CAD I.D. #: PROFESSIONAL ENGINEER PR S ION�j jIGW EF SSR W99425cvO OF 9 NEW JERSEY LICENSE No. 27410 MASS A 1 E ` 4 0 PENNSYLVANIA LICENSE No. 37184 CONNEI NEW YORK LICENSE No. 63409 MAINE LI REV. No. > CONNECTICUT LICENSE No. 17518 NEW JER 773 0 MASSACHUSETTS LICENSE No. 37025 NEW YORK LICENS o. 071284 CONSTRUCTION CHECK DATE t AGAWATNI PLAINNi LXG BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board j Office of Planning and Community Development 6 Main Street Agawam, AMA 01001 1. Name of Businessy The Great AtlaritiQ & Pacific„TparmA Tnr Address 95 State 5treettSui.te 422, arrin2fieid, MA 011Q3 ?. Name of Applicant/Owner I Franklin Realty Address 95 State Street, Suite 422, Springfield, MA 01103 Telephone (413) 781-2926 J. Name of Engineer/Architect Bohler Enjineerin;4-, P.C. Address 352 Turnpike Road, Suite 105, Southboro, MA 01772 Telephone (508) 580-9900 4. Please give a brief description of the proposed project: Demolition of existing retail / supermarket building and reconstruction of a new 59,000 +/-- s.f. supermarket and 7,800 _ s.f. of retail with associated improvements to parking, utilities, landscaping, etc. Revised 11/06/98 SEP 2 2 1�00 ! i Town of Agawam � 36 Main Street Agawam, Massachusetts 01001-1837 ,q�D Mpy\ Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: September 25, 2000 SUBJECT: Site Plan - Food Mart - Springfield Street Please review and comment on the attached Site Plan for a new supermarket building on Springfield Street prior to the Board's October 5' meeting. Thank you. DSD:prk 0 0 BOHLER ENGINEERING, P.c. CIVIL&CONSULTING ENGINEERS■PROJECT MANAGERS■ENVIRONMENTAL&SITE PLANNERS■MUNICIPAL ENGINEERS 352 TURNPIKE ROAD SUITE 105 SOUTHBORO, MA.01772■ Telephone (508) 480-9900 Telefox (508) 480-9080 LETTER OF TRANSMITTAL ® Via Federal Express ❑ Via Regular Mail TO: RE: Agawam Planning Board A & P 36 Main Street AGAWAM, MA Springfield, MA 01 101 ATTENTION: DATE: _September 22, 2000 Debra Dachos JOB NO: W99425 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter ® Attached ®Prints ❑ Diskette ❑ Vellums COPIES DATE NO. DESCRIPTION 1 9/21/00 1 Site Plan Set 1 - 2 Form D Application THESE ARE TRANSMITTED ❑ For approval ❑ For your use❑As requested®For review and comment❑Approved as submitted ❑ Approved as noted ❑ Returned for corrections❑As discussed REMARKS: ` 'S. erel" _ Joe Wright /_C & W Realty COPY TO: File SIGNED: _Scott Rogers Paul Bonvicino / A & P Ed Jadoin / A & P il�3o SCE MEMO To: Deborah S. Dachos, Director PI ing & Community Development v' From: Sergeant Donald Gallerani 5 Subject: Concept Plan-Proposed A&9 Pupper Food Mart Date: July 20, 2000 1 have reviewed the attached Concept Plan for the proposed Super Food Mart and I have no comments at this time. Town of Aga- 36 Main Street Agawam, Massachuse � 1p Mpg Tel. 413-786-0400 Fax 413-78, FAX COVER SHEET Fax Number (413) 786-9927 Originating Department: Planning TO: William Goebel, P.E. Bohler Engineering FROM:M: � Deborah-S . Dachos , Director Office of Planning & Community Development Number of Pages Including Cover Sheet: 5 Comments: Fax transmissions are solely for municipal purposes. Any personal or political use prohibited by law. • • AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW PRELIMINARY REVIEWER: D. Dachos DATE: July 12, 2000 DATE RECEIVED: July 11, 2000 DISTRIBUTION DATE: July 11, 2000 PLANNING BOARD MEETING DATE: n. a. APPLICANT INFORMATION 1. Name of Business: A & P Address: Not provided. 2. Owner: 1 Franklin Realty Address: Not provided. Telephone: Not provided. 3. Engineer: William D. Goebel, Bohler Engineering Address: Southboro Executive Place 352 Turnpike Road Suite 105 Southboro, MA 01772 Telephone: (508) 480-9900 PLAN REVIEW Scale: 1" = 40' Date: January 13, 2000, revised May 8, 2000 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Street address of property and owner should be provided. No north arrow. Site Plan Review Page 2 Description of Project: Proposed construction of a 66,918 sq.ft. super grocery store. Two small leasable spaces are provided at either of corner of the proposed building. Description of Site: Site fully developed with existing grocery store and other retail space. Only remaining unpaved area is embankment up to Springfield Street. Provision for Traffic Flow: Traffic patterns to remain relatively unchanged. Widths and radii of all curbcuts must be shown. See DPW comments. Parking: Utilizing the Parking Guidelines there should be one (1) parking space for every 200 square feet of gross floor area. This would result in 334 parking spaces. Drainage: See DPW comments. Public Utilities: All public utilities must be shown on the plan. Landscaping/Screening and Buffers: A detailed landscaping plan including size, species and location must be provided. 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: A colored elevation of the proposed sign/signs shall be submitted with the plan. Exterior Lighting: All exterior lighting is to be shown on the plan. Heights, cut sheets and intensities should also be provided. Rendering or Elevations: Elevations of all sides of the building are to be shown. Colors and textures must be provided. The east side of the Cunliff building is also to be shown. Dumpster Location: All dumpsters and compactors are to be shown. Dumpsters are to be fenced, screened and gated. Other Comments or Concerns: • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 D Ma Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Nick Urbinati, Building Inspector Jack Stone, DPW Superintendent Jim Daley, Town Engineer Safety Officer / Fire Department/ FROM: Deborah S. Dachos, Director Planning& Community Development DATE: July 11, 2000 SUBJECT: Concept Plan -Proposed A&P Super Food Mart PIease review and comment on the attached Concept Plan for the proposed Super Food Mart as soon possible. Thank you. AGAW AAA FIRE DEPARTMENT APPROVAL DSD:prk ... .k- .,Pp*A .cc: Mayor SIGN. �• ........—** NC T. Locke .......... AS PER . OUR DISCUSSION ON JULY 7 FIRE DEPT CONNECTION SHALL BE LOCATED IN FRONT OF THIS STORE . ALSO, THAT THE FIRE HYDRANT SHALL BE LOCATED WITH IN ( 100 ) FEET OF THAT CONNECTION . JUL 3 Z To: Deborah S. Dachos, Director P &�C,�] From: John P. Stone, Supt. DPW ��✓,. Subj. Food Mart Concept Plan Date: July 19, 2000 Continents remain as voiced at meeting: 1. Any increase in impervious area will require a storm drain permit and detention of increased runoff. 2. Impacts on existing drainage systems (along base of Springfield Street slope and north/south across site) should be indicated on plan and remedial actions indicated. We had earlier supplied information regarding these facilities to your office. 3.Proper turning radii should be provided for tractor trailer delivery trucks exiting from loading area on Agawam Shopping Court to avoid a continuation of treebelt and curbing damage that has been going on for years. 4.Fire vehicle access to building front should be demonstrated. 5.The exit for the bank traffic through the corridor east of the proposed building should be indicated. b. The DPW should be contacted relative to the need for any new fire service (hydrant) connections. All streets are newly paved and avoidance of pavement cuts is a consideration as is the use of flowable fill should such cuts not be avoidable. 0 Town of Agawam •b � 36 Main Street Agawam, Massachusetts 01001-1837 yc� 0 M�y� Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Nick Urbinati, Building Inspector Jack Stone, DPW Superintendent Jim Daley, Town Engineer Safety Officer Fire Department FROM: Deborah S. Dachos, Director Planning& Community Development DATE: July 11, 2000 SUBJECT: Concept Plan - Proposed A&P Super Food Mart Please review and comment on the attached Concept Plan for the proposed Super Food Mart as soon possible. Thank you. DSD:prk cc: Mayor T. Locke Southboro Executive Place BOHLER 352 Turnpike Road, Suite 105 Southboro, MA 01772 *L] 508.480,9900 ENGINEERING, Pc. 508.4809080 fax ma@bohlereng.com www.bohlereng.com July 10, 2000 Town of Agawam 36 Main Street Agawam, MA 01001 ATTENTION: Deborah S. Dachos, Director of Planning and Community Development Re: Proposed A&P Super Food Mart Springfield Street and Walnut Street Extension Agawam, MA Dear Ms. Dachos: Thank you for meeting with us on Friday to review the above referenced project. Based upon our discussions, enclosed please find twelve(12)copies of the most current Concept Plan entitled Concept Plan 2 revised through 518100. As requested these plans are being submitted for your informal review and distribution to your departments for their review prior to initiation of the fully engineered documents. Please contact out office after you have had an opportunity to review these. We look forward to working together with the Town towards the successful completion of this project. Should you have any questions or require additional information, please do not hesitate to contact me at (508)480-9900. Very truly yours, BOHLER ENGINEERING, P.C. 13 r.., William D. Goebel P.E. cc Joe Wright, C&W Realty Frank Horacek, A&P Paul Bonvicino, A&P W"25 Other Office Locations: o rk*\0&FwSKwam1d ■776 Mountain Boulevard ■1120 Welsh Road 070 E. Sunrise Highway ■109 Carpenter Drive Watchung, NJ 07060 North Wales, PA 19454 Valley Stream, NY 11581 Sterling,VA 20164 908,668.8300 215.393,8300 516.872.2000 703.709.9500 CIVIL&CONSULTING ENGINEERS■ SURVEYORS■ TRAFFIC CONSULTANTS■ ENVIRONMENTAL & GEOTECHNICAL ENGINEERS Opp �,57 ee- o225j c TR-2000-23 Y A RESOLUTION AUTHORIZING THE DISCONTINUANCE OF A PORTION OF kGAWAM SHOPPING COURT WHEREAS, in 1969 the Town of Agawam laid out and accepted Agawam Shopping Court as a public way, in accordance with Massachusetts General Laws Chapter 82 § 21; and WHEREAS, the rear of the building and property known as the Agawam Food Mart abuts Agawam Shopping Court by approximately 628 feet; and WHEREAS, the owner of said Agawam Food Mart building and property, Franklin Realty Company, has proposed to demolish the existing building and construct a Super Food Mart on said property; and WHEREAS, to provide adequate parking for said Super Food Mart, Franklin Realty has requested that the Town of Agawam discontinue and convey a ten foot by approximately 628 foot strip (10' x 628' = approximately 6269 square feet) portion of Agawam Shopping Court to Franklin Realty to increase the rear yard area to enable the proposed Super ~ - Food Mart to comply with zoning; and WHEREAS, Franklin Realty has agreed to convey a perpetual easement of the same property to the Town of Agawam for the use of said property as is currently used; and WHEREAS, Massachusetts General- Laws Chapter 82 § 21 authorizes a city or town to discontinue a town way; and WHEREAS, the owner of the abutting property, Franklin Realty Company, shall provide and deliver to the City a plan of land in recordable form, which plan shall show the exact metes and bounds delineation of the discontinued portion of the way (See plan entitled "Discontinuance Portion of Agawam Shopping Court, Agawam, MA. " Prepared for the Town of Agawam by Smith Associates, Surveyors, Inc. dated April, 2000) ; and WHEREAS, the Agawam Planning Board shall give notice, hold a public hearing, review the matter, and provide its recommendation; and WHEREAS, that said discontinuation, conveyance and easement acceptance will be a benefit and not a detriment to the Town of Agawam; and WHEREAS, the public necessity and convenience to assist Franklin Realty in providing adequate parking and a Super Food Mart by way of discontinuance of a portion of Agawam Shopping Court is in the best interests of Agawam; NOW THEREFORE, it is hereby resolved and ordered in accordance with M.G.L. c. 82 § 21 that the City of Agawam, through and by its City Council., discontinue the approximate 6269 square foot portion of Agawam Shopping Court as shown on the attached plan entitled "Discontinuance Portion of Agawam Shopping Court, Agawam, MA. " Prepared for the Town of Agawam by Smith Associates, Surveyors, Inc. dated April, 2000; and It is further resolved that the Mayor hereby is authorized to execute any and all documents necessary to accomplish the discontinuance of said portion of Agawam Shopping Court . DATED THIS SIXTH DAY OF ,DUNE 2000 . PER ORDER OF THE AGAWAM TOWN COUNCIL Robert A. Magovern, President, Agawam Town Council APPROVELLAS TO FORM AND LEGALITY Tho as S. Locke, City Solicitor/Town Counsel MAYORAL ACTION Received this NSA day of_ _ . 2000 from Town Council Clerk. (SIGNED BY COUNCIL PRESIDENT JUNE 6, 2000) APPROVAL OF LEGISLABON By the powers vested in me pursuant to Article 3, Section 3-6 of the Agawam Charter,as amended, I hereby approve the passage of the above legislation on this 6TH day of 2000. Richard A. Cohen, Mayor DISAPPROVAL By the powers vested in me pursuant to Article 3, Section 3-6 of the Agawam Charter, as amended, I hereby veto the passage of the above legislation on this day of 2000 for the following reason(s): Richard A. Cohen, Mayor H:TURN OF LEGISLATION TO COUNCIL CLERK Returned to Council Clerk this . F V F NTH day of .1i m: .2000. L)k DPP TR-2000-24 �A RESOLUTION AUTHORIZING THE MAYOR TO CONVEY A 6269 SQUARE FOOT PARCEL OF LAND, BEING THE DISCONTINUED PORTION OF AGAW M SHOPPING COURT, TO FRANKLIN REALTY COMPANY OR ITS NOMINEE WHEREAS, the City of Agawam, through and by its City Council, has discontinued approximately 6269 square feet of Agawam Shopping Court in accordance with Massachusetts General Laws Chapter 62 § 21 as shown on a plan entitled "Discontinuance Portion of Agawam Shopping Court, Agawam, MA. " Prepared for the Town of Agawam by Smith Associates, Surveyors, Inc. dated April, 2000; and WHEREAS, the owner of said Agawam Food Mart building and property, Franklin Realty Company, has proposed to demolish the existing Food Mart building and construct a Super Food Mart on property adjacent to the 6269 square foot discontinued parcel of land; and WHEREAS, to comply with zoning and to provide adequate parking for the Super Food Mart to be constructed adjacent to the above described parcel, Franklin Realty had requested that the Town of Agawam convey the discontinued portion of Agawam Shopping Court to Franklin Realty or its nominee to increase the rear yard area; and WHEREAS, in consideration of this conveyance, Franklin Realty has agreed to convey a perpetual, permanent easement of the same property to the Town of Agawam for the use of said property as is currently used; and WHEREAS, that said conveyance and acceptance of said easement will be a benefit and not a detriment to the Town of Agawam; and WHEREAS, the public necessity and convenience to assist Franklin Realty in providing adequate parking and a Super Food Mart by way of said conveyance and acceptance of said easement is in the best interests of Agawam; NOW THEREFORE, the Agawam City Council hereby resolves to authorize the Mayor to execute any and all documents necessary to convey and facilitate the transfer of the 6269 square foot discontinued Agawam Shopping Court parcel of land as shown on a plan entitled "Discontinuance Portion of Agawam Shopping Court, Agawam, MA. " Prepared for the Town of Agawam by Smith Associates, Surveyors, Inc. dated April, 2000, to Franklin Realty Company or its nominee for the purposes stated herein. DATED THIS SIXTH DAY OF JUKE 2000. PER ORDER OF THE AGAWAM TOWN COUNCIL Robert A. M govern, President, Agawam Town Council APPROVE 0 FORM AND LEGALITY 77 c-42��� homas S . ocke, City Solicitor/Town Counsel w MAYORAL ACTION Received this N/A day of_._ . 2000 from Town Council Clerk (SIGNED BY COUNCIL PRESIDENT JUNE 6, 2000) APPROVAL OF LEGISLATION By the powers vested in me pursuant to Article 3, Section 3-6 of the Agawam Charter, as amended, I hereby approve the passage of the above legislation on this 6TH day of ,111NF 2000. Richard A. Cohen, Mayor DISAPPROVAL By the powers vested in me pursuant to Article 3, Section 3-6 of the Agawam Charter, as amended, I hereby veto the passage of the above legislation on this day of 2000 for the following reason(s): Richard A. Cohen, Mayor Returned to Council Clerk this _� SFVFNTH day of hNF , 2000. f �- � TR-2000-25 A RESOLUTION AUTHORIZING THE MAYOR TO ACCEPT A PERMANENT EASEMENT OVER THE 6269 SQUARE FOOT DISCONTINUED PARCEL OF LAND , BEING A PORTION OF AGAWAM SHOPPING COURT WHEREAS, the City of Agawam, through and by its City Council, has discontinued approximately 6269 square feet of Agawam Shopping Court in accordance with Massachusetts General Laws Chapter 82 § 21; and WHEREAS, the City of Agawam, through and by its City Council, has resolved to authorize the Mayor to execute any and all documents necessary to convey and facilitate the transfer of the 6269 square foot discontinued Agawam Shopping Court parcel of land to Franklin Realty Company or its nominee; and WHEREAS, in consideration of said conveyance, Franklin Realty has agreed to convey a perpetual, permanent easement of the same 6269 square foot discontinued Agawam Shopping Court parcel of land as shown on a plan entitled "Discontinuance Portion of Agawam Shopping Court, Agawam, MA. " Prepared for the Town of Agawam by Smith Associates, Surveyors, Inc. dated April, 2000, to the City of Agawam for the -use of said property as is currently used; and WHEREAS, that acceptance of said easement will be a benefit and not a detriment to the Town of Agawam; and WHEREAS, the public necessity and convenience to accept said easement is in the best interests of Agawam; NOW THEREFORE, the Agawam City Council hereby resolves to authorize the Mayor to accept a permanent easement over the 6269 square foot discontinued parcel of land as shown on a plan entitled "Discontinuance Portion of Agawam Shopping Court., Agawam, MA. " Prepared for the Town of Agawam by Smith Associates, Surveyors, Inc . dated April, 2000, being a portion of Agawam Shopping Court for the purpose of constructing, repairing and maintaining Agawam Shopping Y 1 Court as a way, and utilities, water mains, sanitary sewers, storm drains as well as their appurtenances, signs, curbs, islands, pavement and pavement markings, therein and thereon, necessary for public convenience; and The Agawam City Council hereby further resolves to authorize the Mayor to execute any and all documents necessary to accept a permanent easement over the 6269 square foot discontinued parcel of land as shown on a plan entitled "Discontinuance Portion of Agawam Shopping Court, Agawam, MA. " Prepared for the Town of Agawam by Smith Associates, Surveyors, Inc. dated April, 2000, being a portion of Agawam Shopping Court for the purpose of constructing, repairing and maintaining Agawam Shopping Court as a way, and utilities, water mains, sanitary sewers, storm drains as well as their appurtenances, signs, curbs, islands, pavement and pavement markings, therein and thereon, necessary for public convenience. DATED THIS SIXTH DAY OF JUNE A 2000 . PER ORDER OF THE AGAWAM TOWN COUNCIL Robert A. Ma govern, President, Agawam Town Council APPROVED AS TO FORM AND LEGALITY homas Locke, City Solicitor/Town Counsel MAYORAL ACTION Received this NSA day of , 2000 from Town Council Clerk. (SIGNED BY COUNCIL PRESIDENT .TUNE 6, 2000) AZPH0V OF LEGISLAMN By the powers vested in me pursuant to Article 3, Section 3-6 of the Agawam Charter, as amended, I hereby approve the passage of the above legislation on this 6TH day of .1EINF , 2000. Richard A. Cohen, Mayor DISAPPROVAL OF LEGISLATION By the powers vested in me pursuant to Article 3, Section 3-6 of the Agawam Charter, as amended, I hereby veto the passage of the above legislation on this day of 2000 for the following reason(s): Richard A. Cohen, Mayor REJURN OF LEGISLATION TO COUNCIL CLERK Returned to Council Clerk this SFVFNTH day of .hNF , 2000. C. 41 Sec. Oil. Refere0of Certain Matters to Planning lev. In a city or town having a planning board established under section eighty-one A but which has not adopted an official map no public way shall be laid out,altered, relocated or discontinued, unless the proposed laying out, alteration, relocation or d#scontinuance has been referred to the planning board of such city or town and such board has reported thereon, or has allowed forty-five days to elapse after such reference without submitting its report. Any city or town having a planning board established under section eighty-one A may, by ordinance, by-law or vote, provide for the reference of any other.rnatter or class of matters to the planning board before final action thereon,with or without provision that final action shall not be taken until the planning board has submitted its report or has had a reasonable fixed time to submit such report. Such planning board shall have full power to make such investigations, maps and reports, and recommendations in connection therewith, relating to any of the subjects referred to d under this cAction. as it deems desirable. 0 ! Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 Agawam Planning Board o June 1, 2000 � r Agawam Town Council 36 Main Street D Np Agawam, MA 01001 © `''C=, N [Ts CT Robert A. Magovern, President Robert M. Young, Vice President George Bitzas, Councilor Anthony C. Bonavita, Councilor Gina M. Letellier, Councilor Joseph Mineo, Councilor Richard C. Morassi, Councilor Dennis Perry, Councilor Robert Rossi, Councilor Kent Servis, Councilor Jill Simpson, Councilor Dear Councilors: At its duly called meeting held on May 25, 2000, the Agawam Planning Board unanimously voted (3 - 0) to send a positive recommendation to the Agawam Town Council in support of Resolution TR 2000-23 authorizing the discontinuance of a portion of Agawam Shopping Court. The Planning Board, after reviewing the information, finds that the discontinuance is in the best interest of the Town of Agawam for the following reasons: l. The discontinuance of ten (10) feet will in no way alter the right-of-way. 2. The applicant shall increase the set back from Agawam Shopping Court, thus improving the present situation by approximately seven (7) feet. 3. The Petitioner has reported that by supporting the discontinuance of ten (10) feet on Agawam Shopping Court the former tenant will locate a super food store at this location retaining critical jobs and tax revenues for the Town of Agawam. 0 0 During its deliberation on this issue, the Planning Board discussed the proposed permanent easement to be given to the Town. The Planning Board suggests that language be incorporated into the easement which ensures that the easement area be maintained in a safe and attractive condition by the owner of the property. If you have any questions, please do not hesitate to contact the Planning Office at 786-0400, extension 283. Sincerely, C oX rJ et.�d� 'L c> Edward Shibley, Acting Chai n Agawam Planning Board cc: Clerk Mayor Solicitor Building File C. 41 Sec. 811. Refers of Certain Manors to Planningord. In a city or town having a planning board established under section eighty-one A but which has not adopted an official map no public way shall be laid out, altered, relocated or discontinued, unless the proposed laying out, alteration, relocation or discontinuance has been referred to the planning board of such city or town and such board has reported thereon, or has allowed forty-five days to elapse after such reference without submitting its report. Any city or town having a planning board established under section eighty-one A may, by ordinance, by-law or vote, provide for the reference of any other.matter or class of matters to the planning board before final action thereon,with or without provision that final action shall not be taken until the planning board has submitted its report or has had a reasonable fixed time to submit such report. Such planning board shall have full power to make such investigations, Wraps and reports, and recommendations in connection therewith, relating to any of the subjects referred to it under this carxion. as it deems desirable. LEGAL NOTICE The Agawam Planning Board will hold a public hearing on Thursday, May 25, 2000 at 4:30 PM at the Faolin Peirce Community Room, Agawam Police Station, 681 Springfield Street. The purpose of this public hearing is to discuss the discontinuance of a portion of Agawam Shopping Court in conformance with MGL Chapter 82, Section 21. By Order of Charles R. Calabrese, Chairman Agawam Planning Board Ad to be run 5/18/00, To wn of Agawam " 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-"27 FAX COVER SHEET Fax Number (413) 786-9927 Originating Department: AALL n To. s � s FROM: Number of Pages Including Cover Sheet: Comments: Fax transmissions are solely for municipal purposes. Any personal or political use prohibited by law. Town of Agawam, 36 Main Street Agawam, Massachusetts 01001-1837 s� 0 Mpy`1 Tel. 413-786-0400 Fax 413-786-9927 Richard A. Cohen Mayor MEMORANDUM To: Town Council From: Richard A. Cohen, Mayor Date: April 27, 2000 Re: TR-2000-23; TR-2000-24; AND TR-2000-25 I have placed the following items on the Council agenda: TR-2000-23 - A Resolution Authorizing the Discontinuance of a Portion of Agawam Shopping Court; TR-2000-24 -A Resolution Authorizing the Mayor to Convey a 6,269 Square Foot Parcel of Land, Being the Discontinued Portion of Agawam Shopping Court, to Franklin Realty Company or its Nominee; and TR-2000-25 -A Resolution Authorizing the Mayor to Accept a Permanent Easement Over the 6,269 Square Foot Discontinued Parcel of Land,Being a Portion of Agawam Shopping Court. The three items should be considered together, but voted on separately. While it is my hope that the Council approve all three resolutions, I recommend that all three items either be approved, or all three items be disapproved. No purpose will be served should the Council approve any one or two of the items, and disapprove the third. I am recommending and asking the Council to approve these in the best interest of the Town of Agawam. As many of you are aware,the former Food Mart was operated by the A & P New England Group,while the property and building is owned by Franklin Realty Company. In late 1999, the Food Mart ceased operations at the Springfield Street location, and Franklin Realty Company announced its plan to demolish the existing building and construct a new approximate 60,000 square foot, state-of-the-art Super Food Mart on the same Springfield Street site. Town Council April 27,2000 RE: TR-2000-23; TR-2000-24; and TR-200025 Page Two To provide adequate parking for the new Super Food Mart, and to comply with the present zoning, a viable, feasible solution (which may be the only solution) is to discontinue that portion of Agawam Shopping Court which abuts the Franklin Realty Company property, as shown on the plan of which you have been provided a copy of. Please be advised that the ten foot strip to be discontinued does not include any portion of the paved Agawam Shopping Court. The ten foot strip includes the shoulder, tree-belt,utility area of Agawam Shopping Court (see memo from Deborah Dachos,John Stone and Nick Urbinad to Richard A. Cohen dated April 25, 2000). The Town will continue to control and maintain the subject area via the easement to the Town after the Town conveys the land to Franklin Realty. Although the title to the strip of land will change from the Town of Agawam to Franklin Realty Company, as a practical matter, the end result will merely be a "paper" transaction. Approval of these items will also increase the tax liability to Franklin Realty Company, and increase the tax revenues to the Town of Agawam. Not only will the assessed land value increase as the result of the additional 6,269 square feet to be owned by Franklin Realty Company, but the Town tax revenue will also increase due to the newly constructed, state-of-the-art Super Food Mart. The Law Department has determined that the disposition and conveyance of the discontinued portion of Agawam Shopping Court is not subject to Massachusetts General Laws Chapter 30B (Disposition of Real Estate), as the Assessor has determined the value of the strip of land is less than $25,000.00. The Assessor has determined the land to be valued at approximately $7,500.00. 1 believe the Town of Agawam will benefit many, many times over the approximate $7,500.00 value, through increased tax revenue from the change in ownership of said strip of land'and as a result of the construction of a new, state-of-the-art Super Food Mart. Without the additional ten foot strip of land, a Super Food Mart will probably not be built. Council is advised that Franklin Realty Company has borne the costs and expenses of the plan, and will be responsible for all Hampden County Registry of Deeds recording fees of the plan and all necessary documents. I look forward to your support in providing for the public convenience and interest in retaining an Agawam landmark and great corporate neighbor. . y • i Town Council April 27, 2000 RE: TR-2000-23; TR-2000-24; and TR-2000-25 Page Three Thank you, and please contact me with any questions. Very truly yours, Richard A. Cohen Mayor RAC/m Attas. a/s TR-2000-23 A RESOLUTION AUTHORIZING THE DISCONTINUANCE OF A PORTION OF AGAWAM SHOPPING COURT WHEREAS, in 1969 the Town of Agawam laid out and accepted Agawam Shopping Court as a public way, in accordance with Massachusetts General Laws Chapter 82 § 21; and WHEREAS, the rear of the building and property known as the Agawam Food Mart abuts Agawam Shopping Court by approximately 628 feet; and WHEREAS, the owner of said Agawam Food Mart building and property, Franklin Realty Company, has proposed to demolish the existing building and construct a Super Food Mart on said property; and WHEREAS, to provide adequate parking for said Super Food Mart, Franklin Realty has requested that the Town of Agawam discontinue and convey a ten foot by approximately 628 foot strip (10' x 628' = approximately 6269 square feet) portion of Agawam Shopping Court to Franklin Realty to increase the rear yard area to enable the proposed Super Food Mart to comply with zoning; and WHEREAS, Franklin Realty has agreed to convey a perpetual easement of the same property to the Town of Agawam for the use of said property as is currently used; and WHEREAS, Massachusetts General- Laws Chapter 82 § 21 authorizes a city or town to discontinue a town way; and WHEREAS, the owner of the abutting property, Franklin Realty Company, shall provide and deliver to the City a plan of land in recordable form, which plan shall show the exact metes and bounds delineation of the discontinued portion of the way (See plan entitled "Discontinuance Portion of Agawam Shopping Court, Agawam, MA. " Prepared for the Town of Agawam by Smith Associates, Surveyors, Inc. dated April, 2000) ; and WHEREAS, the Agawam Planning Board shall give notice, hold a public hearing, review the matter, and provide its recommendation; and r • WHEREAS, that said discontinuation, conveyance and easement acceptance will be a benefit and not a detriment to the Town of Agawam; and WHEREAS, the public necessity and convenience to assist Franklin Realty in providing adequate parking and a Super Food Mart by way of discontinuance of a portion of Agawam Shopping Court is in the best interests of Agawam; NOW THEREFORE, it is hereby resolved and ordered in accordance with M.G.L. c. 82 § 21 that the City of Agawam, through and by its City Council, discontinue the approximate 6269 square foot portion of Agawam Shopping Court as shown on the attached plan entitled "Discontinuance Portion of Agawam Shopping Court, Agawam, MA. " Prepared for the Town of Agawam by Smith Associates, Surveyors, Inc. dated April, 2000; and It is further resolved that the Mayor hereby is authorized to execute any and all documents necessary to accomplish the discontinuance of said portion of Agawam Shopping Court . DATED THIS DAY OF 2000 . PER ORDER OF THE AGAWAM TOWN COUNCIL Robert A. Magovern, President, Agawam Town Council APPROV AS TO FORM AND LEGALITY gThoas �S . Locke, City Solicitor/Town Counsel TR-2000-24 A RESOLUTION AUTHORIZING THE MAYOR TO CONVEY A 6269 SQUARE FOOT PARCEL OF LAND , BEING THE DISCONTINUED PORTION OF AGAWAM SHOPPING COURT, TO FRANKLIN REALTY COMPANY OR ITS NOMINEE WHEREAS, the City of Agawam, through and by its City Council, has discontinued approximately 6269 square feet of Agawam Shopping Court in accordance with Massachusetts General Laws Chapter 82 § 21 as shown on a plan entitled "Discontinuance Portion of Agawam Shopping Court, Agawam, MA. " Prepared for the Town of Agawam by Smith Associates, Surveyors, Inc. dated April, 2000; and WHEREAS, the owner of said Agawam Food Mart building and property, Franklin Realty Company, has proposed to demolish the existing Food Mart building and construct a Super Food Mart on property adjacent to the 6269 square foot discontinued parcel of land; and WHEREAS, to comply with zoning and to provide adequate parking for the Super Food Mart to be constructed adjacent to the above described parcel, Franklin Realty had requested that the Town of Agawam convey the discontinued portion of Agawam Shopping Court to Franklin Realty or its nominee to increase the rear yard area; and WHEREAS, in consideration of this conveyance, Franklin Realty has agreed to convey a perpetual, permanent easement of the same property to the Town of Agawam for the use of said property as is currently used; and WHEREAS, that said conveyance and acceptance of said easement will be a benefit and not a detriment to the Town of Agawam; and WHEREAS, the public necessity and convenience to assist Franklin Realty in providing adequate parking and a Super Food Mart by way of said conveyance and acceptance of said easement is in the best interests of Agawam; NOW THEREFORE, the Agawam City Council hereby resolves to authorize the Mayor to execute any and all documents necessary to convey and facilitate the transfer of the 6269 square foot discontinued Agawam Shopping Court parcel of land as shown on a plan entitled "Discontinuance Portion of Agawam Shopping Court, Agawam, MA. " Prepared for the Town of Agawam by Smith Associates, Surveyors, Inc. dated April, 2000, to Franklin Realty Company or its nominee for the purposes stated herein. DATED THIS DAY OF 2000 . PER ORDER OF THE AGAWAM TOWN COUNCIL Robert A. Magovern, President, Agawam Town Council APPROVE O FORM AND LEGALITY 77 ae--, homas S. ocke, City Solicitor/Town Counsel TR-2000-25 A RESOLUTION AUTHORIZING THE MAYOR TO ACCEPT A PERMANENT EASEMENT OVER THE 6269 SQUARE FOOT DISCONTINUED PARCEL OF LAND , BEING A PORTION OF AGAWAM SHOPPING COURT WHEREAS, the City of Agawam, through and by its City Council, has discontinued approximately 6269 square feet of Agawam Shopping Court in accordance with Massachusetts General Laws Chapter 82 9 21; and WHEREAS, the City of Agawam, through and by its City Council, has resolved to authorize the Mayor to execute any and all documents necessary to convey and facilitate the transfer of the 6269 square foot discontinued Agawam Shopping Court parcel of land to Franklin Realty Company or its nominee; and WHEREAS, in consideration of said conveyance, Franklin Realty has agreed to convey a perpetual, permanent easement of the same 6269 square foot discontinued Agawam Shopping Court parcel of land as shown on a plan entitled "Discontinuance Portion of Agawam Shopping Court, Agawam, MA. " Prepared for the Town of Agawam by Smith Associates, Surveyors, Inc. dated April, 2000, to the City of Agawam for the -use of said property as is currently used; and WHEREAS, that acceptance of said easement will be a benefit and not a detriment to the Town of Agawam; and WHEREAS, the public necessity and convenience to accept said easement is in the best interests of Agawam; NOW THEREFORE, the Agawam City Council hereby resolves to authorize the Mayor to accept a permanent easement over the 6269 square foot discontinued parcel of land as shown on a plan entitled "Discontinuance Portion of Agawam Shopping Court., Agawam, MA. " Prepared for the Town of Agawam by Smith Associates, Surveyors, Inc . dated April, 2000, being a portion of Agawam Shopping Court for the purpose of constructing, repairing and maintaining Agawam Shopping Court as a way, and utilities, water mains, sanitary sewers, storm drains as well as their appurtenances, signs, curbs, islands, pavement and pavement markings, therein and thereon, necessary for public convenience; and The Agawam City Council hereby further resolves to authorize the Mayor to execute any and all documents necessary to accept a permanent easement over the 6269 square foot discontinued parcel of land as shown on a plan entitled "Discontinuance Portion of Agawam Shopping Court, Agawam, MA. " Prepared for the Town of Agawam by Smith Associates, Surveyors, Inc. dated April, 2000, being a portion of Agawam Shopping Court for the purpose of constructing, repairing and maintaining Agawam Shopping Court as a way, and utilities, water mains, sanitary sewers, storm drains as well as their appurtenances, signs, curbs, islands, pavement and pavement markings, therein and thereon, necessary for public convenience. DATED THIS DAY OF 2000. PER ORDER OF THE AGAWAM TOWN COUNCIL Robert A. Magovern, President, Agawam Town Council APPROVED AS TO FORM AND LEGALITY homas Locke, City Solicitor/Town Counsel ■ Town of Agawam ' - 36 Main Street Agawam, Massachusetts 01001-1837 D Py�1 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: MAYOR RICHARD A. COHEN FROM: DEBORAH S. DACHOS, DIRECTOR 367 OFFICE OF PLANNING AND COMMUNITY EVELOPMENT JOHN P. STONE, SUPERINTENDENT DEPARTMENT OF PUBLIC WORKS DOMINIC URBINATI � INSPECTOR OF BUILDINGS SUBJECT: DISCONTINUANCE/PORTION OF AGAWAM SHOPPING COURT DATE: APRIL 25, 2000 On December 2, 1999, A & P New England Group, the operator of Waldbaum's Food Mart, announced the decision to close their facility located on Springfield Street. The owner of the property, Franklin Realty Company, then announced their plan to demolish the existing facility and construct a new 59,084, state-of-the-art super Foodmart on the same site. The existing 40,000 sq.ft. grocery store has been in the same location for over 50 years. The original building is located within twenty-five (25)feet of the rear property line. The property is located in Industrial A and, due to the fact that it abuts Agawam Shopping Court, the rear yard must be at least forty (40) feet. The existing building is closer than forty (40) feet, but was constructed prior to the enactment of this provision of the zoning and was non-conforming. A new building must adhere to the present zoning and would be required to be forty(40) feet from the rear property line. One of the principal criteria evaluated when locating a new super grocery store is the availability of parking. As you are aware, the present Food Mart location is constrained from the perspective of parking and access. The steep embankment along Springfield Street infringes upon the front yard of the site and limits the number of parking spaces which can be provided. The site as a location for a new super store is less attractive if the building must be placed closer to Springfield Street resulting in the loss of parking. In an effort to ensure that the Springfield Street site continues to be the home of Food Mart, a number of alternatives have been evaluated which will allow the new building to conform with zoning while at the same time ensuring that the building maintains adequate parking to conform with the A & P parking requirements. The only alternative that meets these requirements is for the Town to discontinue its ownership of ten (10) feet of the Agawam Shopping Court right-of-way and the merging of the ten(10)feet with the property owned by Franklin Realty Co. By adding the additional land to the parcel, the zoning requirements can be met and the parking will remain adequate to address the needs of the Super Foodmart. Walbaum's Food Mart has been a valuable member of the Agawam community for many years. A &P's interest in remaining at the existing site and investing in the community should be supported. If you have any questions, we would be happy to meet with you at your convenience. ♦ t Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 y� 0 Mpy Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: MAYOR RICHARD A. COHEN FROM: DEBORAH S. DACHOS, DIRECT OFFICE OF PLANNING AND COMMUMTY EVELOPMENT JOHN P. STONE, SUPERINTENDENT DEPARTMENT OF PUBLIC WORKS DOMINIC URBINATI � INSPECTOR OF BUILDINGS SUBJECT: DISCONTINUANCE/PORTION OF AGAWAM SHOPPING COURT DATE: APRIL 25, 2000 On December 2, 1999, A & P New England Group, the operator of Waldbaum's Food Mart, announced the decision to close their facility located on Springfield Street. The owner of the property, Franklin Realty Company, then announced their plan to demolish the existing facility and construct a new 59,084, state-of-the-art super Foodmart on the same site. The existing 40,000 sq.ft. grocery store has been in the same location for over 50 years. The original building is located within twenty-five (25) feet of the rear property line. The property is located in Industrial A and, due to the fact that it abuts Agawam Shopping Court, the rear yard must be at least forty (40) feet. The existing building is closer than forty (40) feet, but was constructed prior to the enactment of this provision of the zoning and was non-conforming. A new building must adhere to the present zoning and would be required to be forty (40) feet from the rear property line. One of the principal criteria evaluated when locating a new super grocery store is the availability of parking. As you are aware, the present Food Mart location is constrained from the perspective of parking and access. The steep embankment along Springfield Street infringes upon the front yard of the site and limits the number of parking spaces which can be provided. The site as a location for a new super store is less attractive if the building must be placed closer to Springfield Street resulting in the loss of parking. t In an effort to ensure that the Springfield Street site continues to be the home of Food Mart, a number of alternatives have been evaluated which will allow the new building to conform with zoning while at the same time ensuring that the building maintains adequate parking to conform with the A & P parking requirements. The only alternative that meets these requirements is for the Town to discontinue its ownership of ten (10) feet of the Agawam Shopping Court right-of-way and the merging of the ten(10)feet with the property owned by Franklin Realty Co. By adding the additional land to the parcel, the zoning requirements can be met and the parking will remain adequate to address the needs of the Super Foodmart. Walbaum's Food Mart has been a valuable member of the Agawam community for many years. A & P's interest in remaining at the existing site and investing in the community should be supported. If you have any questions, we would be happy to meet with you at your convenience. L 413 799 7157 Apr-26-00 08 : 54A Attori# Thomas S . Locke 41309-7157 P . 01 TOWN OF AGAWAM LAW DEPARTMENT FACSIMILE TRANSMITTAL SHEET TO: 0 FROM: I -- I V% A Thomas S. Locke, Esq. Cc}uQANY: DATE: January 21, 19" FAX NUMBLK; TOTAL NO, OF PAGES INCLUDING COVER; PHONE NU NAM-A: SENDER'S Iar•.r•EkFNCP NUMttr•.It: R OUR REFEltp.,NC:F NUMBER: ❑ 0RC.ENT ❑ FOR REVIEW 0 PLEASE C O&IME•NT ❑ PLEASE REPLY ❑ PLEASE RECY(.I - 401000"o OT IA cc - a 36 MAIN STREET AGAWAM, MASSACHUSETTS 01001 (413) 786-0400 EXT. 281 * FAX (413) 786-9927 ti A, oy--26--00 08: 54A Attor Thomas S . Locke 413- 89-7157 p . 02 of I -TR -a 0('�X) - J A)d RESOLUTION AUTHORIZING THE MAYOR TO CONVEY A 6269 SQUARE FOOT PARCEL OF LAND, BEING THE DISCONTINUED PORTION OF AGAWAM SHOPPING COURT, TO FRANKLIN REALTY COMPANY OR ITS NOMINEE WHEREAS, the City of Agawam, through and by its City Council, has discontinued approximately 6269 square feet of Agawam Shopping Court in accordance with Massachusetts General Laws Chapter 82 § 21 ; and WHEREAS, the owner of said Agawam Food Mart building and property, Franklin Realty Company, has proposed to demolish the existing Food Mart building and construct a Super Food Mart on property adjacent to the 6269 square foot discontinued parcel of land; and WHEREAS, to comply with zoning and to provide adequate parking for the super Food Mart to be constructed adjacent to the above described parcel , Franklin Realty had requested that the Town of Agawam convey the discontinued portion of Agawam Shopping Court to Franklin Realty or its nominee to increase the rear yard area; and WHEREAS, in consideration of this conveyance, Franklin Realty has agreed to convey a perpetual , permanent easement of the same property to the Town of Agawam for the use of said property as is currently used; and WHEREAS, that said conveyance and acceptance of said easement will be a benefit and not a detriment to the Town of Agawam; and WHEREAS, the public necessity and convenience to assist Franklin Realty in providing adequate parking and a Super Food Mart by way of said conveyance and acceptance of said easement is in the best interests of Agawam; NOW THEREFORE, it is hereby resolved to authorize the Mayor to execute any and all documents necessary to convey and facilitate the transfer of the 6269 square foot discontinued Agawam Shopping Court parcel of land to Franklin Realty Company or its nominee for the purposes stated herein . A �-28-00 08 : 55A At-tor Thomas S . Locke 4134 8g-7157 P . 03 IF I—a000 --a � AX RLSOLUTION AUTHORIZING THE MAYOR TO ACCEPT A /// PERMANENT EASEMENT OVER THE 6269 SQUARE FOOT DISCONTINUED PARCEL OF LAND, BEING A PORTION OF AGAWAM SHOPPING COURT WHEREAS, the City of Agawam, through and by its city Council , has discontinued approximately 6269 square feet of Agawam Shopping Court in accordance with Massachusetts General Laws Chapter 82 § 21 ; and WHEREAS, the City of Agawam, through and by its City Council, has resolved to authorize the Mayor to execute any and all documents necessary to convey and facilitate the transfer of the 6269 square foot discontinued Agawam Shopping Court parcel of land to Franklin Realty Company or its nominee; and WHEREAS, in consideration of said conveyance, Franklin Realty has agreed to convey a perpetual , permanent easement of the same 6269 square foot discontinued Agawam Shopping Court parcel of land to the City of Agawam for the use of said property as is currently used; and WHEREAS, that acceptance of said easement will be a benefit and not a detriment to the Town of Agawam; and WHEREAS, the public necessity and convenience to accept said easement is in the best interests of Agawam; NOW THEREFORE, the Agawam City Council hereby resolves to authorize the Mayor to accept a permanent easement over the 6269 square foot discontinued parcel of land, being a portion of Agawam Shopping Court for the purpose of constructing, repairing and maintaining Agawam shopping Court as a way, and utilities, therein and thereon, necessary for public convenience; and the Agawam City Council hereby resolves to authorize the Mayor to execute any and all documents necessary to accept a permanent easement over the 6269 square foot discontinued parcel of land, being a portion of Agawam Shopping Court for the purpose of constructing, repairing and maintaining Agawam Shopping Court as a way, and utilities, therein and thereon, necessary for public convenience . TOWN OF AGAWAM a, % 36 MAIN STREET AGAWAM, MASSACHUSETTS 01001 y�• Tel. 413-786-0400 ���RATE�MPy` January 19, 2000 Fran Cataldo C & W Realty 95 State Street Springfield, MA 01103 Dear Mr Thank you for the opportunity to review the Preliminary Site Plan for the new Super Food Mart to be located on Springfield Street in Agawam. I made a few comments on the attached Site Plan Review form to assist you in preparing the Final Site Plan. The concept plan looks good. As soon as you have the plans completed, let me know and I will request a"Team Meeting". This will enable you to receive input from all the Town Departments from whom you will be seeking permits. The "Team Meeting" approach significantly lessens the length of the permitting process. Please let me know if there is anything that I can do to assist you in this process. We look forward to an early Spring construction date. Sincerely, S Deborah S. Dachos, Director Office of Planning and Community Development cc: Mayor X AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW Preliminary. REVIEWER: Deborah S. Dachos DATE: January 18, 2000 DATE RECEIVED: January 18, 2000 DISTRIBUTION DATE: N.A. PLANNING BOARD MEETING DATE: N.A. APPLICANT INFORMATION 1. Name of Business: Food Mart Address: Springfield Street, Agawam, MA 01001 2. Owner: Address: Telephone: 3. Engineer: Bohler Engineering Address: 352 Turnpike Road, Suite 105 Southboro, MA 01772 Telephone: (508) 480-9900 PLAN REVIEW Scale: 1" = 40' Date: January 12, 2000 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Need North arrow, site address, applicant name and address. In the General Notes it indicates that Agawam is located in Berkshire County. This should read Hampden County. ' �t Site Plan Review Page 2 Description of Project: Demolition of existing grocery store and attached storefronts and construction of new 59,264-sq:ft. -superfood market-and 5,200 sq.-ft.retail space, parking and landscaping. Description of Site: Site is presently fully developed. Provision for Traffic Flow: Dimensions of driveways (i.e., widths and radii) must be shown on the plan. Parking: The number of parking spaces vary depending on which you count for Ames and the other adjacent uses. The total number of square feet of the use appears to be 64,760 if you include the proposed 5,200 sq.ft. of retail space. Using the parking guideline of 1 space for every 200 sq.ft. of gross floor area, 323 spaces should be provided. It appears that the parking is adequate. Drainage: Must be approved by the DPW. Public Utilities: All utilities must be shown on the plan. Landscaping/Screening and Buffers: A detailed landscaping plan must be provided. The plan should show all landscaped areas with location, size and species provided. The plans should also contain the following landscape note: "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: Sign locations, if other than wall mounted, must be shown on the plan. Exterior Lighting: A lighting plan must be submitted. Rendering or Elevations: A rendering or elevation of all sides of the building must be provided including colors and textures. Dumpster Location: The dumpster location should be shown on the plan. All dumpsters must be screened and gated. Other Comments or Concerns: IMPFF- o0 o - - o -- - - - �P �j i �oo-e cc) cc r' Southboro Executive Place 352 Turnpike Road, Suite 105 BOHLER Southboro, MA 01772 J ENGINEERING, P.c. 508-480.9080508,480.9900 fax ma@bohlereng.com www.bohlereng.com November 17, 2000 Ms. Deborah Dachos Town Planner Town of Agawam 36 Main Street Agawam, MA 01001 Mr. Jack Stone DPW Superintendent Town of Agawam 36 Main Street Agawam, MA 01001 James Daley, P.E. Town Engineer Town of Agawam 36 Main Street Agawam, MA 01001 Re: Review Memorandum to the Planning Board A & P Super Food Market--SP 362 Springfield Street and Walnut Street Extension, Agawam, MA Dear Madame & Messrs.: Please find enclosed one(1)set of revised plans for the above facility. We have received your memorandum of October 15, 2000 and have made the following revisions: I. Added the requested notes to the plans concerning the installation of the sewer, water and drain lines. 2. We have contacted our client concerning the cross access agreement for the access road and construction easements. They will forward this information when obtained. The plans have been revised to include the proposed grades on the southern side of the access road, relocation of the guard rail is called out on the Site Plan, additionally the existing traffic island in the access drive-way has been called out for repairs and repainting. Repairs to the sidewalk have also been added to the plans. Other Office Locations: 0 776 Mountain Boulevard 0 1120 Welsh Road E 70 E. Sunrise Highway m log Carpenter Drive Watchung, NJ 07060 North Wales, PA 19454 Valley Stream, NY 11581 Sterling,VA 20164 908.668.8300 215.393.8300 516.872.2000 ' 703.709,9500 CIVIL&CONSULTING ENGINEERS s SURVEYORS- TkAFFIC CONSULTANTS a ENVIRONMENTAL& GEOTECHNICAL ENGINEERS BOHLER ENGINEERING, 1?c. 3. Addresses have been added to the Site Plan. 4. Crosswalks have been added to the plans with stop bars and yield to pedestrian's signs at the front of the stores. 5. We have included an 8%z" X I I" plan showing the tractor trailer leaving the loading docks and successfully negotiating the turn into Agawam Shopping Center. The approximate edge of pavement has also been added to the plans. 6. Handicapped ramps are located at the store front entrances. 7. We have contacted the Town Planner for a determination concerning the Form A. If the Form A is needed, our client will comply. 8. Please be advised that the traffic issues were discussed at the hearing and have been resolved. 9. Our client or his contractor will obtain all necessary Permits prior to construction. We have re-routed all utilities to use as many of the existing connections along the rear of the building. 10. The proposed fire service is shown on the Utility Plan and notes have been added to the plan and detail sheets that all water, piping and fittings to have restrained joints and field loc gaskets. 11. We have eliminated the"Dog House" sewer manhole and have revised the plans to show wye connections into the existing sewer lines. Additionally, new sewer details have been added to comply with the Town of Agawam's Standards. 12. The water, sewer and other utility services for both of the retail stores have been added to the Utility Plan. 13. We have included drainage calculations to show that the overall discharge from the site decreases and has been distributed so that no significant increase in the proposed conditions should occur. Pipe sizes and slopes have been added to the plans. CB-7 has been relocated to help balance the distribution of the site runoff. Additionally, we are proposing to add a 15"ADS drainage line to connect to the existing 15" RCP approximately 15' south of the existing DMH where the 10"drain line enters. Additionally, the following revisions have been made based upon the October Yd, 2000 planning review letter. 1. The landscaping plan has been modified to provide the requested notes. 2. Additional shade trees have been provided as requested at the hearing. CIVIL&CONSULTING ENGINEERS ■SURVEYORS ■TRAFFIC CONSULTANTS ■ ENVIRONMENTAL & GEOTECHNICAL ENGINEERS BOHLER ENGINEERING, PC. 3. A sign elevation has been included in the detail sheets of the plans. 4. Colored elevations were provided at the public hearing. 5. The dumpsters have been indicated as enclosed and screened and details and information relative to the enclosure material provided. 6. An elevation of the west side(new wall) of the cunliffe will be provided under separate cover by the applicant. We hope that all of your comments have been addressed. However, if there are any further questions or comments, please do not hesitate to contact our office at(508)480-9900. Very truly yours. BO'-ILER ENGINEERING, P.C. John R. Keegan cc: Joe Wright, Franklin Realty(w/enclosure) Paul Bonvicino, A&P(wlenclosure) Frank Horacek, A&P(w/enclosure) WOoa888 o:Tiles\A&PlagawamWaley CIVIL&CONSULTING ENGINEERS ■SURVEYORS ■TRAFFIC CONSULTANTS ■ENVIRONMENTAL & GEOTECHNICAL ENGINEERS A&P Agawam, MA 11/17/00 W99425 Sheet 1 Of 3 STORM EVENT Frequency(years) 2 5 10 25 50 100 TOTAL SITE PEAK DISCHARGE (cfs) EXISTING = 28.7 34.1 36.5 44.2 47.2 53.2 PROPOSED = 27.8 33.0 35.4 42.9 45.8 51.6 DECREASE= 0.9 1.0 1.1 1.3 1.4 1.6 PEAK DISCHARGE COMPARISON Minor E1 P1 Decrease E2 P2 Increase Q2yrCfs 5.4 4.0 1.31 23.3 23.8 0.4 Q5yr Cfs 6.4 4.8 1.55 27.7 28.2 0.5 Q10yrCfs 6.8 5.1 1.66 29.7 30.2 0.6 Q25yrCfs 8.3 6.2 2.02 36.0 36.7 0.7 Q50yrCfs 8.8 6.7 2.15 38.4 39.1 0.7 Q100yrCfs 9.9 7.5 2.43 43.3 44.1 0.8 4.` ';.3 A&P Agawam, MA 11/17/00 W99425 Sheet 2 of 3 Determine Peak Flows_Existing Conditions Use Rational Method Q= Cw I A where: Q = peak run off in Cfs. Cw=wieghted run off coefficient I =average rainfall intensity , inch./hr. A=drainage area in acres. C Area SF Area A. Area El imp bit pavement= 0.9 52,941 1.22 grass 0.3 3,278 0.08 Total = 1.29 Cw 0.87 STORM EVENT Frequency (years) 2 5 10 25 50 100 Rainfall ( inches ) 4.8 5.7 6.1 7.4 7.9 8.9 C Area SF Area A. Area E2 imp bit pavement= 0.9 230,407 5.29 grass = 0.3 14,679 0.34 Total = 5.63 Cw 0.86 STORM EVENT Frequency (years) 2 5 10 25 50 100 Rainfall ( inches ) 4.8 5.7 6.1 7.4 7.9 8.9 PEAK DISCHARGE (cfs) Area E1 5.4 6.4 6.8 8.3 8.8 9.9 Area E2 23.3 27.7 29.7 36.0 38.4 43.3 Total = 28.7 34.1 36.5 44.2 47.2 53.2 A&P Agawam, MA 11/17/00 W99425 Sheet 3 Of 3 Determine Peak Flows Proposed Conditions Use Rational Method Q = Cw I A where: Q = peak run off in Cfs. Cw=wieghted run off coefficient I =average rainfall intensity , inch./hr. A= drainage area in acres. C Area SF Area A. Area P1 imp bit pavement = 0.9 40,000 0.92 grass = 0.3 2,500 0.06 Total = 0.98 Cw 0.86 STORM EVENT Frequency (years) 2 5 10 25 50 100 Rainfall ( inches ) 4.8 5.7 6.1 7.4 7.9 8.9 C Area SF Area A. Area P2 imp bit pavement= 0.9 228,833 5.25 grass = 0.3 32,766 0.75 Total = 6.01 Cw 0.82 STORM EVENT Frequency (years) 2 5 10 25 50 100 Rainfall ( inches ) 4.8 5.7 6.1 7.4 7.9 8.9 PEAK DISCHARGE (cfs) Area P1 4.0 4.8 5.1 6.2 6.7 7.5 Area P2 23.8 28.2 30.2 36.7 39.1 44.1 Total = 27.8 33.0 35.4 42.9 45.8 51.6 r r r r - r r IlR1s1P15 r I CRIME I]AalM 2 IAM m � 11 OONTREiE TiM90 ^\ l 1PA16f00EA PAD �(T DZT.W fT HT.IWO HICH PIR SAME SOOIIY D VtL PnoPM srnmt um(IO P1yw) I . PrOm WNW TPJM I» L.H. BOHLER Bs®EILZM ENGINE'.01RINGo porn CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS• ENVIRONMENTAL & SITE PLANNERS• MUNICIPAL ENGINEERS• 776 MOUNTAIN BLVD. Rev. Date Comment BY ULPS ILLE-BUS PE ROAD, SUITE 50 WATCHUNG, NEW JERSEY 07060 70 EAST SUNRISE HIGHWAY, SUITE GO9 SCJ+LE H NT5 DATE: SKEET No: KULPSNLLE, PENNSYLVANUI 19443 YALLEY STREAM, NEW YORK 11581 I PROFESSIONAL ENGINEER L (215) 393-8300 (908) 688-8300 (516) 872-2000 1 1/Ofi/00 NEW JERSEY LICENSE No. 27410 PROJECT: The Great Atlantic & Pacfic Tea Co., Inc. WILE: N W 0 K�UCIN�N."83{09iBa S��FIElD STREET SED SUPER & WALNUT STREET EXTENSION TRUCK TURNING °�'� �� PROJECT"°� OF MAM W99425 CONNECTICUT LICENSE No. 17518 LOTS 1, 4, dt 5, BLOCK 1 TOWN OF AGAWAM CHECKEI) BY: I.D. j. REY. No. u�ss+cNvsa 1 Ts ucExsE No. ]7O2s HAMPDEN COUNTY COMMONWEALTH OF MASSACHUSMS PLAN SSR W99425ss3 0 1rn�Mals �� — — 0 1 COS M AES OEPAMAW SM P°6PM UYM79fi1FED J ' AID AD P SRIMSF VANSOZIEA AO 1qi FFCSM SO" �S PIMPOM Saw WAIL 1 11 m(TO 141YH)(T•) �' PigPQSED IC.17 l ` magm L.H. BOHLER 11®1MILER ENGINEERING, Porn •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS• ENVIRONMENTAL & SITE PLANNERS• MUNICIPAL ENGINEERS 776 MOUNTAIN BLVD. Rev Date Comment BY 1555 BUSTARD ROAD, SUITE 50 7080 70 EAST SUNRISE HIGHWAY, SUITE 609 H NT5SHEET NO: KULPSIILLE. PENNSYLVANIA 19443 '+IATCHUNG NEW JERSEY 0 VALLEY STREAM, NEW YORK 11581 7TF- PROFESSIONAL ENGINEER (215) 393-63DO (908) 668-8300 (516) 872-2000 1 1/06/00 NEW JERSEY ErCENSE No. 27+10 PROJECT: The Great Atlantic & -Pacfic Tea Co., Inc. TITLE: NEW"��NSE N "634o71B4 S��FIELD STREETSED SUPER O& WALNUT STREET EXTENSION TRUCK TURNING �� � � N0' OF , MAM W99425 CONNECTICUr UCEHSE No. 0518 LOTS 1, 4, & 5, BLOCK 1 TOWN OF AGAWAM CHECKED BY: CAD LD. +: REV. No. WSSAC►IUSEns UCCNSE No. 37025 HAMPDEN COUNTY COMMONWEALTH OF MASSACHUSETTS PLAN SSR W99425s53 O r � c►� 7x2 e--� 7r- - c>95a(,,, --g /eosr- o� ,i f { Town of Agawam ' w 36 Main Street Agawam, Massachusetts 01001-1837 0 MPy� Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: MAYOR RICHARD A. COHEN FROM: DEBORAH S. DACHOS, DIRECTOR OFFICE OF PLANNING AND COMMUNITY DEVELOPMENT JOHN P. STONE, SUPERINTENDENT DEPARTMENT OF PUBLIC WORKS DOMIMC URBINATI INSPECTOR OF BUILDINGS SUBJECT: DISCONTINUANCE/PORTION OF AGAWAM SHOPPING COURT DATE: APRIL 25, 2000 On December 2, 1999, A & P New England Group, the operator of Waldbaum's Food Mart, announced the decision to close their facility located on Springfield Street and their plan to demolish the existing facility and construct a new 59,084, state-of-the-art super Foodmart on the same site. The existing 40,000 sq.ft. grocery store has been in the same location for over 50 years. The original building is located within twenty-five (25) feet of the rear property line. The property is located in Industrial A and, due to the fact that it abuts Shopping Center Court, the rear yard must be at least forty (40) feet. The existing building is closer than forty(40) feet, but was constructed prior to the enactment of this provision of the zoning and was non-conforming. A new building must adhere to the present zoning and would be required to be forty (40) feet from the rear property line. One of the principal criteria evaluated when locating a new super grocery store is the availability of parking. As you are aware, the present Food Mart location is constrained from the perspective of parking and access. The steep embankment along Springfield Street infringes upon the front yard of the site and limits the number of parking spaces which can be provided. The site as a location for a new super store is less attractive if the building must be placed closer to Springfield Street resulting in the loss of parking. In an effort to ensure that the Springfield Street site continues to be the home of Food Mart, a number of alternatives have been evaluated which will allow the new building to conform with zoning while at the same time ensuring that the building maintains adequate parking to conform with the A & P parking requirements. The only alternative that meets these requirements is for the Town to discontinue its ownership of ten (10) feet of the Agawam Shopping Court right-of-way and the merging of the ten(10)feet with the property owned by Franklin Realty Co. By adding the additional land to the parcel, the zoning requirements can be met and the parking will remain adequate to address the needs of a super store. Walbaum's Food Mart has been a valuable member of the Agawam community for many years. A & P's interest in remaining at the existing site and investing in the community should be supported. If you have any questions, we would be happy to meet with you at your convenience. =' Laud rie Lntratioa Ham den County gistrY of Deeds ' RCCEIVED FQR RECORD _ Agawam Engineering Dlv. iML-C).00I<.� m_, m S E P 1 4 1999 EASEMENT AGREEMENT SEP 13 1999 CERTIFICATE OF TITLE Rook L � KNOW ALL MEN BY THESE PRESENTS that we, TOMdA'''SO-E DORA CORTESE, owners of property ' located in Agawam, Hampden County, Massachusetts, located on the southeasterly side of Springfield Street and the northeasterly side of Franklin Street and described in Certificate of Title Number 20184 S with the Hampden County Registry of Deeds, in consideration of One ($1.00) Dollar and y other valuable consideration, hereby grant to the City of Agawam, a Municipality with a usual place of business at Main Street, Agawam, Massachusetts, the following easements over the following described lands which are part of the land described as U4 '7j Certificate of Title Number 20184 shown on a Plan entitled "Proposed Easement For 4 c� Highway Purposes (E-1) & Easement For Construction & Maintenance (E-2), Plan of C Land in the Town of Agawam, Massachusetts, Hampden County, prepared for T&R . Wholesale Foods, Inc. Durkee, White, Towne & Chapdelaine Civil Engineers & Land Surveyors, 356 Front Street, Chicopee, Massachusetts 01013.....Scale V = 30 dated Ln - July 28, 1999 which is attached hereto as Exhibit"A". � r _ Easement 'I —An easement for all purposes for which public ways may be used on the following described land: Beginning at a point on the southeasterly side of Springfield Street, Agawam as shown on said plan and running thence S. 54° 56' 00" W. along the southeasterly side of Springfield Street twenty-eight and 75/100 (28.75) feet to a point at the intersection of the southeasterly side of Springfield Street and the northeasterly side of Franklin Street; and thence turning and running along the northeasterly side of Franklin Street S. 33° 10' 30" E. one hundred forty-seven and 06/100 (147.06) feet to a spike; thence turning and -t- s running along the northeasterly side of Franklin Street S. 43° 35' 30" E. eighty-eight and 72/100 (88.72) feet to a point on the northeasterly side of Franklin Street; thence turning and running along existing land of grantor N. 35° 09' 10" W. one hundred ninety- four and 10/100 (194.10) feet to an iron pin; thence turning on a curve as shown on said plan with a radius of fifty (50) feet a distance of forty-seven and 36/100 (47.36) feet to the point of beginning. Said easement area containing 2,365 square feet more or less. Easement 2 — An easement to erect traffic control devices and signs and to enter onto the below described property to maintain, repair or replace Franklin Street on the following described land: Beginning at a point on the southeasterly side of Springfield Street as shown on said plan and running N. 54° 56' 00" E. along Springfield Street nine.and 74/100 (9.74) feet to a spike; thence running along a curve as shown on said plan with a radius of forty-five (45) feet a distance of fifty and 56/100 (50.56) feet along other land of grantor to a spike; thence running S. 35° 09' 10" E. along land of grantor two hundred nine and 27/100 (209.27) feet to a spike; thence turning and running S. 540 50' 50"W. along land of grantor two and 75/100 (2.75) feet to a spike on the northeasterly side of Franklin Street; thence turning and running along Franklin Street N. 430 35' 30" W. fifteen and 34/100 (15.34) feet to a spike; thence turning and running on land of grantor N. 35" 09' 10" W. one hundred ninety-four and 10/100 (194.10) feet to a spike; thence running on a curve as shown on said plan with a radius of fifty (50) feet a distance of forty-seven and 36/100 (47.36) feet to the spike at the point of beginning. Said easement area f contains 1,273 square feet more or less. -2- The City of Agawam by accepting this easement agrees to hold the grantors harmless from any and all damages to persons or property while on the aforesaid easement area. Notwithstanding the granting of the above easement, the grantors herein reserve the right to maintain the fence and gate in the location currently within the easement area and the City of Agawam agrees not to require the grantors, their successors, heirs and assigns to remove said fence and gate as it currently exists on said easement. Executed as a sealed instrument this day of September, 1999. AJ-X�-Z WitnesU 614 Tommaso Cortese Witness Dora Cortese COMMONWEALTH OF MASSACHUSETTS Hampden, ss. September?, 1999 Then personally appeared the above named TOMMASO CORTESE and DORA CORTESE and acknowledged the foregoing to be their free act and deed, before me 10�9'49i AzI Zof� Notary Public My com ssio pires: -3- y 6 MT) -:T M 79:T",-''--, Z O; cio 4\�S oo lk OF Altr CURVE DATA F\ o� 'cy 0 AF 9.3 R=50.00' �, c DELAINE v, \ ' 38376 A=540 16' 19" L=47.36' �- T=25.63 ` saavE i Ch=45.61 ' R=45.00 A=64022' 39. — � . • L .56 ?k T=28.33 Ch=47.94' '\'b d i + E- 1 AREA = 2,365 s.f. E-2 AREA 1 ,273 s.f. 1A.k LEGEND = SPIKE OR NAIL TO BE SET PROPOSED EASEMENT FOR HIGHWAY PURPOSES (E- 1 & EASEMENT FOR CONSTRUCTION & MAINTENANCE E-2 . - _ T1 T__■ 'k'Y /1 Yl T ; '?T 11 T'1 r MEMO TO: Jack Stone, Superintendent Department of Public Works FROM: Deborah S. Dachos, Director Office of Planning& Community Development DATE: April 25, 2000 SUBJECT: Food Mart Please review the attached plan for the Food Mart site today. Thank you. DSD:prk To: Deborah S. Dachos, Director OP� From: John P. Stone, Supt. D.P.W. Subj: Layout Alteration Agawam S opping Court Date: April 25, 2000 The plan entitled "Discontinuance of Agawam Shopping Court" and dated April 2000 represents an abandonment of the northerly ten foot portion of the layout of Agawam Shopping Court as accepted by the Town of Agawam. The abandonment is along the entire property of Franklin Realty Company, the owners of the property on which the new Food Mart is to be constructed. It is our understanding that the abandonment is necessary for the proposed construction to meet the set back requirement from a public way. In consideration of the abandonment the Town should acquire an easement for all purposes that are required by a public way including the installation, repair, maintenance and replacement of curbs, signs, utility poles and pipelines, water, sewer and drainage structures and hydrants. We would have no objection to the abandonment with this consideration. The discontinuance, however, appears to extend further than the set back resolution would require based on the latest proposal we have seen. 413 789 7157 Apr;,=-25-100 11 : 48A Attov-m2y Thomas S _ Locke 413-789-7157 P . 01 TOWN OF AGAWAM LAW DEPARTMENT FACSIMILE TRANSMITTAL SHEET TO: FROM: 1 Y\ P 1 Thomas S.Locke, Esq. COMPANY: DATE: )? _ /c(3 I`AX NUMN-A: TOTAL NO. UF hA(,VA IIW.t.11i)ING COVER: 3 Plll?NF.Nk)MM-A: 5L"NVIAUN KH'hKl:.Nf:F.NUMBER: RE: YOUR REfERL'NC L NUMPE:.K: t--v3_6 Yam,,r j: ❑ LIRGFNT ❑ FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE. c,)lcp re v L'r VI'd Az,\ :Zlon v 15 36 MAIN STREET AGAWAM, MASSACHUSETTS 01001 (413) 786-0400 EXT. 281 - FAX (413) 786-9927 25'-00 11 : 48A Attorney Thomas S . Locke 413-789-7157 P . 02 AN RESOLUTION AUTHORIZING THE DISCONTINUANCE OF A PORTION OF AGAWAM SHOPPING COURT WHEREAS, in 1969 the Town of Agawam laid out and accepted Agawam Shopping Court as a public way, in accordance with Massachusetts General Laws Chapter 82 § 21; and WHEREAS, the rear of the building and property known as the Agawam Food Mart abuts Agawam Shopping Court approximately 628 feet ; and WHEREAS, the owner of said Agawam Food Mart building and property, Franklin Realty Company, has proposed to demolish the existing building and construct a Super Food Mart on said property; and WHEREAS, to provide adequate parking for said Super Food Mart , Franklin Realty has requested that the Town of Agawam discontinue and convey a ten foot by approximately 628 foot strip (10 ' x 628 ` = approximately 6269 square feet) portion of Agawam Shopping Court to Franklin Realty to increase the rear yard area to enable the proposed Super Food Mart to comply with zoning; and WHEREAS, Franklin Realty has agreed to convey a perpetual easement of the same property to the Town of Agawam for the use of said property as is currently used; and WHEREAS, Massachusetts General Laws Chapter 82 § 21 authorizes a city or town to discontinue a town way; and WHEREAS, the owner of abutting property, Franklin Realty Company, shall provide and deliver to the City a plan of land in recordable form, which plan shall show the exact metes and bounds delineation of the discontinued portion of the way; and WHEREAS, the Agawam Planning Board shall give notice, hold a public hearing, review the matter, and provide its recommendation; and WHEREAS, that said discontinuation, conveyance and easement acceptance will be a benefit and not a detriment to the Town of Agawam; and WHEREAS, the public necessity and convenience to assist Franklin Realty in providing adequate parking and a Super Food Mart by way of discontinuance of a portion of Agawam Shopping Court is in the best interests of Agawam; APd^-'25-00 11 : 49A Attorney Thomas S . Locke 413-789-7157 P . 03 NOW THEREFORE, it is hereby resolved and ordered in accordance with M.G.L. c . 82 § 21 that the City of Agawam, through and by its City Council , discontinue the approximate 6269 square foot portion of Agawam Shopping Court as shown on the attached plan. and It is further resolved that the Mayor hereby is authorized to execute any and all documents necessary to accomplish the discontinuance of said portion of Agawam Shopping Court . Town of Agawam 36 Mahn Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: CHET NICORA, ASSESSOR FROM: DEBORAH S. DACHOS, DIRECTOR OFFICE OF PLANNING AND COMMUNITY DEVELOPMENT SUBJECT: CONVEYANCE OF LAND TO A&P DATE: MARCH 30, 2000 _ Attached please find a conceptual plan for the conveyance of 10' of land owned by the Town of Agawam along Shopping Center Court to A&P. Also attached please find a copy of a memo from the Town Solicitor outlining the process to be followed. Please prepare an estimate of the value of the land to be conveyed as shown on the plan. If you have any questions, please contact me. cc: Mayor Town Solicitor 413 769 7157 MAV-_--1«-­.00 1 1 : 14A Attorney Thomas 5 - Locke 41 3-789-7157 P . 01 Town of..Aciawam Law Department 36 Main Street, Agawam, Massachusetts 01001 (413) 786-0400 Ext. 281 * Fax (413) 786-9927 TO: Mayor Rich . Cohen cc: J. Stone, Dachos, N. Urbinati From: Law Department Date: March 11, 2000 RE: Discontinuance of a Portion of Agawam Shopping Court As a result of our recent meeting pertaining to the discontinuance of a portion of Agawam Shopping Court, I was asked to prepare an outline relative to the process and procedure of the steps to be taken to accomplish the same. Due to the time constraints in preparing this outline, I offer the following as a preliminary guide and a memorandum for discussion purposes. 1 . From information provided, it appears that Agawam Shopping Court was laid out in accordance with M.G.L. c. 82 § 21 and accepted as a public way in 1969, — 2. The proposed discontinuance must be referred to the Agawam Planning Board for its report or forty-five days has elapsed after such reference without submitting its report. I recommend that the Planning Board hold a public hearing on this matter within the 45 day period. 3. The Agawam Town Council must vote to discontinue and then convey the discontinued portion of Agawam Shopping Court to the owner of the Food Mart property, and accept an easement from the owner of the Food Mart property. 4. Depending on the value of the property to be discontinued and conveyed, the sale/conveyance to the Food Mart property owner may have to comply with M.G.L. c. 30B. I recommend the Assessor determine the value. In conjunction with the above procedure, a new plan will have to be prepared showing the proposed discontinued portion of Agawam Shopping Court. Additional documents which will be required include, a release deed to the owner of the Food Mart property, with a reservation of an easement, and a resolution for the Council with supporting documents. i Franklin Realty Company Memo To: Debbie Dachos From: Fran Cataldo, Jr. CC: Date: 3/28/00 Re: Agawam site plan Debbie: Thank you for arranging the meeting on March 28, 2000. Per our discussion, I am enclosing a site plan that has the proposed discontinued area highlighted. I will let you know when the estimated completion date is for the site plan. Thank you again for your attention to this matter. I FRAN CATAE_DO,JR. 1 413 7e9 7157 Mar-11 -00 11 : 14A Attar~ney Thomas S . Locke 413-789-7157 p . 01 Town of-Agawam Law Department 36 Main Street, Agawam, Massachusetts 01001 (413) 7WO400 last. 281 * Fax (413) 786-9927 TO: Mayor Rich . Cohen cc: J. Stone, . Dachas, N. Urbinati From: Law Department Date: March 11, 2000 RE: Discontinuance of a Portion of Agawam Shopping Court As a result of our recent meeting pertaining to the discontinuance of a portion of Agawam Shopping Court, I was asked to prepare an outline relative to the process and procedure of the steps to be taken to accomplish the same. Due to the time constraints in preparing this outline, I offer the following as a preliminary guide and a memorandum for discussion purposes. 1 . From information provided, it appears that Agawam Shopping Court was laid out in accordance with M.G.L. c. 82 § 21 and accepted as a public way in 1989. 2. The proposed discontinuance must be referred to the Agawam Planning Board for its report or forty-five days has elapsed after such reference without submitting its report. I recommend that the Planning Board hold a public hearing on this matter within the 45 day period. 3. The Agawam Town Council must vote to discontinue and then convey the discontinued portion of Agawam Shopping Court to the owner of the Food Mart property, and accept an easement from the owner of the Food Mart property. 4. Depending on the value of the property to be discontinued and conveyed, the sale/conveyance to the Food Mart property owner may have to comply with M.G.L. c. 30B. I recommend the Assessor determine the value. In conjunction with the above procedure, a new plan will have to be prepared showing the proposed discontinued portion of Agawam Shopping Court. Additional documents which will be required include, a release deed to the owner of the Food Mart property, with a reservation of an easement, and a resolution for the Council with supporting documents. S _ - -0 . _ _ 09/22/00 FRI .16:24 FAX z00I BOHLER ENGINEERING,P.C. SOUI'HBORO EXECUTIVE PLACE 352 TURNPIKE ROAD SUITE 105 SOUTHBORO,MA 01772 508-480.9900(telephone) 508-a30-9050(fax) facsimile transmittal J I V 1 l 1 Fax: yl` From: � C� Date: He: Pages: CC: ❑ Urgent ❑For Renew ❑ Please Comment 0 Please Reply Dotes: Cyr. { �� 09/22/00 I-RI 16:25 FAX Z002 Southboro Executive Place BOHLER 352 Turnpike Road, Suite 105 Southboro, MA 01772 508.480.9900 NGINEERING, Pc. 508.480.9080 fax ma®bohlereng.com www.bohlereng,com September 22, 2000 Town of Agawam 36 Main Street Agawam, MA 0 100 1 ATTENTION: Deborah S. Dachos, Director of Planning and Community Development Re: Proposed A&P Super Food Mart Springfield Street and Walnut Street Extension Agawam, MA Dear Ms. Dachos: Enclosed please find ten (10)copies of the of this Site Plan Package sheets I through 9 dated September 21, 2000 for the above referenced location. Additionally,enclosed are ten (10) copies of the Architectural Plans, including Floor Plans and Building Elevations. This information is provided for your review prior to review by the Planning Board. Please contact our office when a date has been set for presentation before the Planning Board, Sincerely, BOHLER ENGINEERING, P.C. 400?VV ooa� William D. Goebel, P.E. cc Joe Wright, C&W Realtylwith enclosure Ed Jadoin, A&Plwith enclosure Paul Bonvicino, A&Plwith enclosure w9w25 Other Office Locations: 0:fi1u+s&rra,mwaml&chm ■776 Mountain Boulevard ■1 120 Welsh Road ■70 E. Sunrise Highway ■109 Carpenter Drive Watchung, NJ 07060 North Wales, PA 19454 Valtey Stream, NY 11581 Sterling,VA 20164 908,668.8300 215.393.8300 516.872.2000 703,709.9500 CIVIL&CONSULTING ENGINEERS■ SURVEYORS■ TRAFFIC CONSULTANTS r ENVIRONMENTAL & GEOTECH[NICAL E'.NGIN13ERS 09/22/00 FRI 16:28 FAX lip 001 r BOHLER ENGINEERING,P.C. i 5OUTHBORO EXECUTIVE PLACE 352 TURNPIKE ROAD SUITE 105 5OUTHBORO,MA 01772 508-480-9900(telephone) 508-480-9080(fax) facsimile transmittal ���c�\%rN J Fax: � �1=rom: � \ C.-.� _ Date: Re: , Pages: CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply Notes: �St�v� �r�-« �,. ►� TVA ���ey� C) as ova . 09/22!00 FRI 16: 28 FAX 002 Southboro Executive Place *L] S08.480.900 BOHLER 352 Turnpike Road, Suite 105 Southboro, MA 01772 ENGINEERING, Pc. 508.480.9 809axx mafbohlereng.com www.bohlereng,com September 22, 2000 Town of Agawam 36 Main Street Agawam, MA 01001 ATTENTION: Deborah S. Daehos, Director of Planning and Community Development Re: Proposed A&P Super Food Mart Springfield Street and Walnut Street Extension Agawam, MA Dear Ms. Dachos: Enclosed please find ten(10)copies of the of this Site Plan Package sheets 1 through 9 dated September 21, 2000 for the above referenced location. Additionally,enclosed are ten(10)copies of the Architectural Plans, including Floor Plans and Building Elevations. This information is provided for your review prior to review by the Planning Board. Please contact our office when a date has been set for presentation before the Planning Board_ Sincerely, BOHLER ENGINEERING, P.C. 4-0�Aoovoo�� William D. Goebel, P.E. cc Joe Wright, C&W Realtylwith enclosure Ed Jadoin, A&Plwith enclosure Paul Bonvicino, A&Plwith enclosure W99421 �rn�g Pl.y►wa mldxc hoa Other Office Locations: P' ■776 Mountain Boulevard ■1120 Welsh Road 670 E.Sunrise Highway ■109 Carpenter 7rive Watchung,NJ 07060 North Wales, PA 19454 Valley Stream, NY 11581 Sterling,VA 20164 908,668.8300 215,393.8300 516.872.2000 703.7C9.9500 CIVTL&CONSULTING ENGINEERS■ SURVEYORS■ TRAPPIC CONSULTANTS• ENVIRONMENTAL & GEOTECHNICAL ENGINEERS Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Mai Tel. 413-786-0400 Fax 413-78&M7 FAX COVER SHEET Fax Number (413) 786-9927 Originating Department: FROM: Number of Pages Including Cover Sheet: Comments: Fax transmissions are solely for municipal purposes. Any personal or political use prohibited by law. TOWN OF AGAWAM MEMORANDUM To: Planning Board I �' CC: John P. Stone, File From: Engineering P! nn JUL 1 7 2000 Date: July 17, 2000 PLANN"N"i Subject: Concept Plan - Proposed A & P Super Foodmart - SP 362 Per your request dated July 11, 2000 we have reviewed the concept plan entitled, " Proposed Super Foodmart, Agawam Shopping Center for 1 Franklin Reality, by Bohler Engineer, P.C., dated January 3, 2000, revised May 5, 2000, scale I" = 40'. " We have the following comments: 1. Provide calculations or demonstrate that there will be no net increase in impervious area. 2. The plan should include more detail of the existing intersection of the west access road with Springfield Street. 3. All existing utilities should be included on the plans such as storm drain, sanitary sewer, water distribution, electric, gas, etc. but not limited to these mentioned. Any existing utilities that the proposed building will be constructed over will have to be diverted around the proposed building. A conceptual design of proposed utilities should be included. 4. Include all easements on the plans and note any access agreements between property owners for this location. 5. There is an open flowing drainage ditch in the area west of the existing shed (labeled to be demolished) and the change in the location of the access road. A conceptual culvert or other device might be shown under the proposed parking in this area. 6. There are steep slopes in area where the proposed parking is being extended towards the Right of Way for Springfield Street (same general area in comment No. 5). Existing and proposed grading for this site have not been included. Our division understands this is a conceptual plan, this area should be looked at carefully when grading is being designed. 7. The site of the proposed Super Foodmart is in an area recognized as a roadway facility problem in the Pioneer Valley Region Congestion Management System. We suggest that the developers of this facility undertake a traffic study, prior to opening, to determine if the access and egress planned for the facility are appropriate to provide for the traffic volumes they expect to attract to their new store. If you have any questions please do not hesitate to contact this division. S"ncerely, l� J James T. Daley, P.E. Van yannakis Town Engineer Civi Engineer I John P. Stone, Supt. Dept. of Public Works HAengi neer\siteplan`sp362.wpd cn# (Doq JOB # LOG# SOX # .� DOCUMENT# PAGE # ��" TIM TM �A FOR 0 0 0 0 o [� o 0 o p LD 7 DIX a T)� mj�,D(oz A 5 310 3 3D7 13 NAT ;TC135 DT AZAVAN EANTPT IDvx$fIx'T� v '� 91NG.00 �0-�cwa=sera.l'i s E Fa'r & e O Y- RBI A—— =�9 C 27'3 \ ,� t„--ut .�e r�,P`,-,. n/^` ,= ,•'-ram `+.yam tom+. t s�.53' FSBrN6l2x'11'W }�1Ag, wd // Y"x..Y *.h Y�M1 `•+ ,� �+ �=xao9 cuoR/,A-7729'00r W �M:) .ss.a' "i27°5' AGAWAM SHOPPING COURT C 27.1) ll•3u'E N7716,0!'C�W CHU-25.bs' M7B'Olrodw ,Vo Y Yi1p I Or-• fows PY l auv Ng¢'p6'�w � u7✓ .max- �1� � ., .,,,,,,„ F ..,,,,,,,,, T 77 E1Sf.W.PFA IIBS15.YYF ,Eastern Sla es. xpos Sion �, _ SHEET INDEX it mp i rtpwlprl Village Mu$eum LOT , 'w. wt�lor9+aw .+9 D147 LOnt,4A6 a� COVER SHEET 1 of 9 SITE DEMOLITION PLAN 2 of 9 �159 �u 75 �s 3 of 9 ,a / 'Briens Comer �W� LL�;',e % SITE P LA N L pmttO t a�aat t . i S _ - GRADING & DRAINAGE PLAN 4 of 9 wr 3 I* LLIR RA UTILITY PLAN 5 of 9 LANDSCAPE & LIGHTING PLAN 6 of 9 B" 9 Sho in Center s L07. DETAILS 7 of 9 +7s ` 1 + 4 � y 30 ti DETAILS }tit f Q �5.Ww fo.0 �31.25' 1 �o5"E tJ 1 J 991.�7 m®} 575'6o'00'E 4 Sul �Y \� DETAILS 9 of 9 9ls4 SPRINGFIELD STREET BOUNDARY & TOPOGRAPHIC SURVEY 1 a f 1 AREA MAP N.T.S. VICINITY MAP N.T.S. PREPARED BY BOHT ' R NGIN RING, POCO 352 TURNPIKE ROAD, SUITE 105C> SOUTHBORO., MASSACHUSETTS 01772 %�j Io w , (508)480-9900in DORLER ENGINE ERING, P.co ' EC • CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS• ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK (215) 393-8300 (516) 872-2000 STERLING, VIRGINIA SOUTHBORO, MA 01772 (703) 709-9500 (508) 480-9900 WATCHUNG, NEW JERSEY cn 908 668-83D0 o PROJECT: 1 Franklin Realty TITLE: PROPOSED SUPER F-OODMART U SPRINGFIELD STREET & WALNUT STREET EXTENSION clu COVER SHEET _. HAMPpENi BOUNTY;COMMONWEALTT -OF- MASSACHUSET S rn SCALE:(N) 1"=30 DATE: SHEET No: L.H . BOHLER 09�21�OD �+ $ DRAWNMAM PROJECT cn CHECKED BY: CAD I.D. PROFESSIONAL ENGINEER PR 5 ION,��J� GIN E SSR W99425evOcz QF 9 NEW JERSEY LICENSE No. 27410 MASS ;;EN t +4 PENNSYLVANIA LICENSE No. 37184 CONNE NEW YORK LICENSE No. 63409 MAINE L! .icy REV. CIO. w CONNECTICUT LICENSE No. 17518 NEW JERSE 773 MASSACHUSETTS LICENSE No. 37025 NEW YORK LIEN o. 071284 CONSTRUCTION CHECK DATE 0 c� rn rn ,V 1:• CD a ;r rrowton Village 3 HIGH RISE 1+17 ELECTRICAL TOWERv R=60.00 1 7, A=46'1 1 '47" SITE 4 L=48.38' L=48,59' (DEED) / 75 � „ long Comer R=40.00 CHB=S162.44 16 E ,r A=49627'38" CHD=47.08' 0 0 L=34.53' SW MH CHB=N64'22'11 "W WA-77.°a R=2D.04 W142.43-7m . 9'O D , UY1c ►LINE EEC.NOTE u.rL �� W c-82.28 ix A=77 2 (50' WIDE PRIVATE) CHD=33.47 cis LINE SEE PER REF./a� 1 NV D arse/ Iii COURT r _ °o��CHB=N65.D9 30r,E N76'06' W G NONAtYED LG 79.31 ' AGAWAMSHOP7rj _ 2 U.Q CAS LINE w C_ 0 (SEE NOTE 13) CHD=25.03 N76060W -�� , r P.D.B. BENCHMARK 49.10' u.c'1HC0w °Y If>r4 s" N"v a 7aa c _ — D.B. 7040, PC. 450 I GRANITE PK NAIL SET UWar.1R a LEG V u0 1 I I� •:l- TG 2A.� / / (PARCEL fI) +r BOUND FOUND ELEV.=80,26 (srt��131 I �.Dt ix D 7ata - f 5 / � / / P BENCHMARK CAS LANE PER REF.18 (SEE WE 13) W C•7a.48 �i� f � G eA / rA / o PAWN aMH TrrflRANT I+►9=ata5 r -- =\ ai o Gas / / LOCUS MAP si MN �- w - - w -- w -w- - --- - - -i , 4 4 c mac- A�--� �+ sAR.MIN INUT --1 E' TAL PoY=16,93 ! rm=B2A6 a 6`. '�' 866 / / EIiV,=90�91 �T �� td � r � �+ {�-. i �7997 Delorme, Street Atlas U.S.A. Yw Am XIN POR OF AGAWAIrI Ron A 7,.�0 (A$PfI J RIVDWAYJ Vl I sw w 7 r�� x �r� �G e�sA �� Sc��y 1 9t / / AN A-72�13 GRANITE _ w �.-.._.- w --- w -- W ---- W -- W - w -• "-' lY I.....-J NY A=79.14 I RIM=B2.T3 D ao - G tG 0.4b Mr7 a=72Is I ]� R=74.24 - SHOPP COURT TO -ut�7r3� I AN B=s006 __ # .7s_z9- xatG �S SON. FOUND _ 25,5t - L- --- --C -- rrr �- ,+ AN C-7zn :I ti -- --- --- -----G--~~ G-••---- G W_C=79:ss G I `Arr - �� tt ob i ^t W + t G \ `91 P / _ -I- G G - G B-7569 tV, S G Gar' G--- - G G - BE DISCONTINUED fi - P NAIL FOUN fillPoB0.27 z`d PER REF. 5 LIPAP 12 xb,� xs xv B >9.s1 = � uP J3 x�+ x� gsti'� �l G -- O�j.�0 ( 1 1 ItG gg W /• Skt YN I PAINTS DOUBLE YELLOW LI4E F'\ - 4 �e f \ 10• W I 35 2 Pou=79,a4 aPE,II I DLP 1 / ,U x ON LINE, 0.48' E BET=72.6: a•TLE \ A B b�� A B \ Al ( 2a 1 1 NVA=71s4 A , CURB t.0 1sa � rpri I -- _ � � � � � #U B I -� � � (� �� +'w GN 8=72.39 B'Tu ' B Afi y71 A,\ I tiG B% I ZG YrJ c-n.s9 -- a s __ i- ,�---------- \- ----------- - %-- --- AT — tic , + 12_RCP ; ,2_RCp Gb1 I G�•° GLISTER lE 5 k1ALT CURB G�. $9.06.'40 ' ASPHALT / / / a I 9tA3 I I C A � }a' w EDGE OF PAVEMENT GUTTER ONE b, 81 ASPHALT CURB Gb 421.20' I I - EEC ASPHALT B ----- �- �; I o / tc ,� PAVEMENT STCfa4 MH / °(� � ,9� S�T9,}` ,861 G11TTE LIN _ �_x-�� - (NIET_1 - - G tL 3 A Ru=7a.o4 I I --`T0 IaY=80.b1 Iµ o 15PFNAI.T r r - O a1. # a1 A T tc '1A ~ SG 20 / PANNED f' / / t� PoY=81.13 111 �' unr A=73s9 ,9 _eE_�f== 7�t aoT=7a,,t o rR �avERGRDwN�R sor=75.1t PAWMENr ,�s ��a° N76 06 OQ -` --1 G \� -A 4 I �' Gay x ATN 1141.19 j 4 11 I I _ _ _ _ _- _ - ARROW PAR ING s Inv C=71.64 GR�S5 - - - i . , r, An D=70.99 (I AREA Gas o1 UP 032 w/ Ito'TE �511�' 10, LE=B __= a+ 22.00' IA4�YH 4 pI EDGE aF PnVL�JENT 3�T4� p �\� I ♦ ( ASPHALT f 1 1 S 2 6 2 5 0 0 W E F PA pp95 AREA LIT �a, 1a � RAw8,.,5 82 �,§ ASPHALT g I `` x 11 0� G_ ( �15)P f� f a1. P ,g - blp3 METAL BDL. I e�a�A C a��" l tey B' 111 BDlaa.a! ga aM1!M1 CONC ��_`AVEMENr : a & o -ASPHALT �' *31 4 PAVEMENT + o �I ( z 40.32' GRT-7ae Il II III 25,5' S1' \ I STEPS '} ' D�� b' I a'-��D�'IG. 1+I M• I MAT _ e1- �a" b, GONG' P� -1s,- a3 - ti �� Ah a39A 3N I I PAVEMENT Tod 4 n tGG bA.33 1 rn 1 BENCHMARK utv 744, II \ i �� ar - 1IAT�s.ur �� I LIP t # O x b�, # RWW TRAPE } X Ws / i1� b► a (}51 PNNj I I �I PK NAIL SET v JW ELEV.=79.22 GRANITE I I I s " \ GASO.H. COMPACTOR TRANS. ON ��1 w ti GAS r rj I INY=6aa7GAS - "11" . I I ( y,7>s 1 , BOUND FOUND P 1! ICI II ' s Q� cR1-7&75 I ML�ER Co CDNC. PAD a3 i METER f �� -GE�FR ICI 4 I I I e> I I y 1 , U rN-73.ss 00 °+ s2 I I I f s��� I I UBLE I i o 1 GRAN TE a III I =et.0 U - N �I / EtEc. , 11 PAID P 4 I l o T y ELLECT,IDCO. EPER ASSES. S. MAP A. II b,15 , (TNP.) ci Iilk \PIPC METERIt ��M1 LIGHT BOUND FOUND P7 CONC. WHEEL r L`A I GONG 8 I / � 1 I1 ZA to - DCOK I WA. �p1 li I I RNI-7952 w GAS pA,.g4.g8 yr $ 1 I 1 Al58 LOC,U.G.W47M STOP(TYP.} �w p TREl DRAM # GREASE TRAP I / &' 1 I LINE PER UTILITY WARKOUI W=76.92 I" O CRr=78.9E (SEE NOTE!3) BET=742t SAG ! I a lag I METER LrrcoPER REF L19 WA uo=aO,66 I .b4 Cr 1 ti 6 g1.1A I I + L 1 I 1M1T 12• p3 1 STORY rn u >" DOCK sERVCE PER�1 ! I I ( I tA)P ° S / DIRT �,DR I I P p naG ► 1 1 91• I I y , p / SIGN G I rA cxr=79.4s I I II �' � MASONRY BUWNG � � � o I 1� I I � / AREA wv-77.,6 I II BLOCK 1� z - I G° 1 r 1 I I pNUT 1 ) ASPHALT / tiG g3 1 i I 1 EXCEPTION pr, R=400.00 I PAINED SOS PER REF, 17 1 to or ItCb a 41y PAVEMENT / AREA r I 1 5cts I PAVEMENT 1 l 1 A=17', 01 " II 1 PAINTED soL� ( 6�' I 1 1 G° III WHITE LINES LOT 2 I 0 I G w w` 1 a'� � 1 ,C a�� G w I ` � � � , 1 I c 5 ,r� ,� 1 �� , a 9s 3 ASSESSOR'S MAP No. f-15 LANDS h�F OF {{ r o I / bAS� ,� g3 } �A 1 r, o L=122.6.4 II WILLOWBRO04 ASSOc1ATE I Z � � YELLOW LINES(rYp.)�1 S AGES tiG63f� tG�6T I� 21�1 �, ) 1 BLOCK 1 ,r 1 CONC. WHEEL D.B. 7040 PG. 450 �"' �7 11 C� A C GRT= 49 SC ikA'Tc� (ts)PAINT PNT 1 I °t LOT 9 CHB=N 17 3 8 0 0 E I! STOP") I S uASOI ST 111 U;�P °A r r=- P i e :� G 1 Ie l 4 1 stow LANDS N/F OF I I (PARE II) y5, 1 °� _ CHD=122.1 6 I I u-Ba. I �_, BLOCK 1 AREA 1l �, �A b s1 g I I ( I ( 1� p �, NIRVANA MANAGEMENT CONSULTANTS, ET. AL. }G TII SAM.UK � -� � � LOTS 1 , 4 8C AJ � llctrr w 11 ���__�1�=�1 r� wG��a, 51°'0 � I I , l s y I ` „a D.B. 4855, PG. 353 mm-�1e I I AN A 7a46 N LAN05 N F OF - in MH S,E1Ai' I PAS pAR NG s °1T5 I I wN w c}oG' W 0=73.56 . I _j FRANKLIN REALTY COMPANY I 15 ICI / II W c-7a61 / GAS `c � M Il raM=aN.tO I 4 I ( ) y 1 f �M1e RN=79,75 A + / METER W W G ! Lw-7asE y5, _a4 1 ` x%t.p I I RNA-7z 65 ICI II Ji U D.B. 5978, PG. 466 cvlp PAINTED Ell l ar t0 1 I I ti 1 I a 5 IrW a=7zs0 B A a'rBa I t srrxrr of _� m, f ARRDw(rYP.}1� P stiG 1 DOUBLE 1 I o I , 1cG ►� 70 20 I I I I a=- ", ) / 10 MASONRY BUILDING d z �5 !I1 �t p BEN AREA LiGM m A-73.80 I C !I' at�T /� ern A,v s=7E.7E I I II I � �� 1 1 � ..� SC 9R � Mr a7o,s5 o 41 u- w!' 1 ` �A" // I I I °a I ES ti I f 1 t'(4� DEED PARCEL LINE 29k10' DEED =' R=Bs.ts CURB r! Dpt . sy> jcy I 4 Pk p ` SA,� BOU D DUN DEP. NipG4S G r� / (15) ( 1 3.75' ii 12 �. �yEa, _CONC. WALK-- .e5 T�vE �m �� b Rio llq t53 PAS ` LOT 5 �, =ll - & ,1 S GNP 1 MASONRY BUILDING �� 9A Gam COLUMN URB c� COLUtLN CURB �BDL. ` `AS'NALT (PARCEL 3) G�,n1 Q m 5 G�Wj.IT / 6M1, 2 [TYP.} b►9 y 5~ (T�') �A�AI31[�I� a , PAVEMENT r y P ING s AGES I I 1 (PARCEL 1) L / eA ► �Il I PAL uNrTn SOLID Q.B. 7040, PG, 450 yj. -A _ �Y ! 155) M1 ;y 1 �YEI10N RAMP I w= o % I CONC. N PAY - �� `� o11 YE�u�s `wpL1 ,��s �Il II EAS TO W STD' A[� 0 I 1 UP/LP $ ^o ELEc.�'°""'" `t a %/r r>•• PAINTED solo 1 t rt5)P } g1A� }C Ap 100' A55 ti C,4 L Ev „m � AREA a 1a �1� a _ ~c 6 G� 1 1 Wl EC0 P{E SS' 9t� 1D METER a YELLOW LINES(TYP.) I I 1 G 1 A. ELEO�I pAL.,S I N O , , (�, (. SPACES_,._ \�� UGLII ll e+A 11 ¢ M I tC MMEETER wl 0 1 �-(B)PAINTED PAAICRiG LOT 1 \ a G��SII , tic ', `ffi,3 11 y fl p NGII ACES 1 G 5 rn, o 1 as. I tc �!o a5� 1 (ts)PAaN� 1 91� x Lr) A o, IIC0 / Ga1 1r 6 5 BLOCK 1 (PARCELS 1 & 2) �� w, I S,vAu• P G 11 11G� 1 �1 1 �� I AREA 4 T,, p °'. s ACES ' ! - 1' s fi a+7A 1 1 1 U/ 3 LOT 3 P 1 *�ti' (zA)PAINT \ 1� CRASS �G a� ll 1 m y�5 - ��, \ 1 AREA IIucHT I p a� AGES 1 - P KTED sOLm u LANDS I OF /I 1 T5 g J. WILLIAM, JR � CATHERINE P, CUNLIFFE I �" 1 / t7 , �ti 11 3\1 I i (15)PN 1 �� o o Y OW LINES I 1 p 8 D.B. 4033. PG. 103 � a lj b YH yAA >)' I I DOUBIE( a PAINTED SOLID 1 APPROXIMATE LOCATION OF UTILITY ,I � 'SUPER FOODMUNT' ( I t I I YELLOW RAMP EASEMENT PER ASSE5SOR'S MAP FF=B,,Oe 6• e3 ACES a1 RII=819a pGES 15A� 1S I AREA O I. AINT ��� e05 I e 1 Nv A-7e.e3 1' � 11C�' , I 1 � g 1 I D.B. 7040. PG. 450 \ TiGRAVEL AV k1 11 / eA� ,y pCp AH 1.79,16 (16)P �� ISC PARCEL I tCb1'A` b3F� —CONIC. WNJ(-� °SN 5M1 63 / A -- -- -- -- -------- - _ _= - 1Y RCP A NV G=7a76 1 55 Gas I y I I ( ) G�. j --coNc. / - _ J %0 tc y�At a �' i rs I DNC.CUR 11 pp EDGE OF PAVEMENT _ ___ .__- ' _�._-_.._� PAVEMENT �"s- \ Nth =CARE~�- C �°, ! I 1 AIAIE PAStW 1 5 1 I 604 1tGo3 A e (p• I 1 tc ��, WA COLUMN '' SPEED EAtff I1 a 0� `ASPNN7 xEFT fb 1 TO MH I A - LUMN 1p10 GRI83.E4 En / \ CRT=a3.53 RETURN �. 1 / tf+ ts) 1 1 8 FON ffi CURB II I I I P m A.78.54 iV / PAVEMENT 'o t �� l G CHANGE ` PAINTED SOLID YELLOW LINE TYP. AWTED SOLID YELLOW LIMN TfP. W CURB l T wv=7e.a3 os. pn /' AAN=BO.Ba t ,, I y�S'EED �- PAINTED SOLID Lw a=79.99 ,� � � i/ ., L1LG S''� INvsE.62 rIET I I r 1 PAVEMENT PUNTED souO i i a PAINTED I I YELLOW LINES / 10 L, 1 g ,� ARROW euYP tTYP•) WC-A.14 b,• B' pO11BlE I ' 1t%�l =D& I 4 CURB tiG vv�% A ) I 1 TA C7 /10. (25) ACES AREA LIGHT I YELLOW LAZES (TYP,} Y. p• p ING 00 / IIEIn APPROXIMATE LOCATION OF HIGHWAY \ f� ya fl, �- e5 / � ' tA`a OO' I .N ✓ / r ram - r�� MN »3 N 1A 1 14• I / / _ EASEMENT PER ASSESSOR'S MAP I J pp aA � � _ _ �__ _ _ B ; SI SIC11 o V b3 STG1 S iO I PAINTED SOLID PAINTED / bb / ag g5��0 s1 �� J" +� •N A- 7, STORY W C1 r r .ASPHALT' ARROW{IMP.}/ �r BAW1A� �= �o+ to t0a�1O9�1,0i1� r rF r tl 9A AREA D � -11dE3 a3 0' M YELLOW LINES I AVEMENT b4 LIGHT _ b5• / `� 141 It3`754� 1� -5 r GRAS 1 1; AA / ys'� 4- a4 �rk I f ( r r w , a►sy 9'0 0 eA' o I I BASE tc -9' s 5ti / I 1 1 ,za c�l �G° a7�' CbY.~� � 90• III (r��? , / � r z�-��- ° Ali _iania-1 5 � }0��- r ,s-11�-,tiia�lta�m`r- RIM-e1.35 , � � B'0 i e&d' '` � g ` � ANN Ae77,50 ' C b1�,'� i I 4 p ING ACES N8 rp Q / E;,s bi 1 ANB=7755 Gb1• G 4 - DOUBLE (25)PAINTD��, C? �, I��4 / STORM N AGES �54L �r� METAL / _ { 1 x 1NM C-7p.8f , w Ox a c� AREA UGENT y. R &5.42 12)I ARKS PNtiBNG tiC �� G RA�'��i ° P CUB 15 M� AREA LIGHT Al A5 = 10 3 tom/ o N Vl INN 7&5t ( Gam. B)\ GUIDE Q �• $ W T-, �, Lw a sE.Br °\ �5. i & a G `t u E RPJL G ` 1 G 1 °I 1 1 \ A a1 t,. Ag E PA M NT W E I O W Q W,,t3 - SICN G 5. ! 1C tyy, G a,�'`} 1 1 tA! f A.M1 INLET ,� _�_ _ __ a 3 �, I I I I I ; I I I I l g s _ r _ 1, a -� 65- AN C 7454 T CU �+ H I ptr-92.10 Y ,f� o a c. Q r E m - -'r-: .✓ f�,.--�-.'.-Zl- - -.•- tca3�, a &A, ASPHALT -�_� o LOT 4 `� - A_-_�� =- -_- -L _�-_� aa- ( W b1 I G ` '� N / BI I a - -- -� ,a� C I,A,so� 1- , rt- - A // -�, r- APPROK LOC U.G GA5 Gat° ' PAVEMENT 1+7 PAVEMENT -84� d '_ l D g, G , IE OF VEM 1 �a o ti a z a PAtyTED DOABLE YELL4w LNE �`, �`! PARCEL 4 1�1 P S b5� G _ 8� 9 1 ~r ,4ti G tGpsP T t tiA'� 4 1 = .R/ t LANE N'FA UDU7Y MARKOUr 5 aa- a c� o.. r n a �jy ]6 � x Q _ i °'3±_-•� ~� r _ R�`�� � r / _ ♦ �� (SEE NDTC 13) I fj ai ao �o Z ap m °o/ br,S� EAR / y '"ti-A --- - ��_ ��i- �= �� = r-r _'= �_ �� �� �!_�1 _ =�_ i i/ _ / / `° MN �•, �' w� �- _ r �_r i •�_ / / / 91 1-11'ROWN 63 ARROW BA_ 19 g513 99 Po1A=a17r / SE•'•' PATNTID d yilA' _ f ' _ / �' S �'BJ_ 63' ,r�-� ��g6 g ��,yr_ �� / ��ip�=� 1 'i/ f AREA IFNb71J2 4 Q ')6A JI --1 fl II aA SA !0 .��- 1 W' � /te• fs~• #�- �� i��� /i � _�r�~ /�� �� � f � � S��~ � '� i .a° / G r / / BILLBOPRD� / 1 t � 14 r UPAP 139 GRASS Sg PAINTED ' b3lA} b}6a -�bS? i�--- _ -r- --- r- Aa 'q6 �y b°96/�1ac ItuR olNc - --r -- -�s -�_ -, �- i�� y� r��� GRASS U C g9p6 ARROW(TYP,) -- - _ - �•-- �90UBLE yA SC p1 r r (� Ta• - (BILA,pIDATFD}� � !- - - -`_ � � ~�� _ �94 95^ -���~�i J� �i��i r- � - � dy�'���� �x � AREA / MR BE � �ITI SIGN MR PEDESTRIAN c� G - - EA e5 - - _ _ may! ----_ VfR&RO>ffi.AkEA.�J __ / / �_�'_ _ i / 9, -( ( / �G,'L� �i G f <a �' AREA LIGHT y0 AS T RB -- _ - 8�BB-- -_ - �v�/ � --- � - �� -9693� - /, � --- & ~�� � ~~ � i ,1 Iy � l R \ I RIM-124,"2� ,�,� / ! q i .Na � Rp55 AREA RRk8Y.6F SIGNAL g1dR\ 4BrRCP �•� 4=--94__.._.v-�' bA59 +IP254B9M1 - - .� - - -- 89-__- -'--- _- i -- .� - -gg�~ i i� J pf:R Mtt�`��yC� / ���0 �•° �� SI t35 Irv=7E.59 e � ClN S431 tC a'bi'2 SIGN V. 1A - - - - --- -_ - _- _92-- -- -- w Y - _�� _ �- _ - _ - ��_~ _ �i/i �� 8�"1��`q � , ,�1 / T WALK / r SOLI , -r G 6A U _ __ _-__ -- - _- - - _ - _ —, _ _ _ / I 1, , , �b 6 -�-AS ,M1 _ L_____iN, ,Br ,5 PAINTED tC 91 JIGiT -1N CUTS 1c 1 sA• -- _ 9t- - �tS I `� qy _ / �� �� ■� i / / / % / / N �3M1� D WHHE LINE yb51 4a RCP - ^a q, ASPHALT- - G - - _ - - - - - - - •-- - - -_------93-94-- -- _ _-� ° // �G •-- _ _ - -13- � _i ///� �iN / / 11 ' / tG �fla L- 15 tC , G • DEP, - - '� 6. H_ ' -- - / ' �, l�OtT,- TI _ w - N1, _ 10 `°i SEA J i�//1•°a°/ PoN/ / / �aC ...• YDRANT J_�i1-�--- IRNE G t f _ Ali -GUT,ER 50$ 51'DO"W CURB io �e - _sa- - - �w»9=affBL�o 4E=slc�~ `s1e++�- 'i- =6N✓ sz- - T - - - - - �=1Eo 9- - - -_ BENCHMARK eA �, A9 - = - - - —93_ =94- - w = �� �3 {�: - = - --- = =_ r - 1 35.40 �ti SIGN * ASPHALT WALK °p T -� NiErA� i r '~ -J~1aO°a 4 r-1a1 - x ^' - _ -_ �� - "� =-� v r X�O -1AE7Ar GG9 ^v°�09� 0.� / tip. P D SOLID WNTE LINE °y gg!1 / - 8y /��HYDWNT tpt16 �� GtlDftt� -- - - r A3PNALT wwx-f „Tea SIGN �,az tc I�A3yb G PK NAl SET 135.60' (DEED) byW 5C$6 COVER T G��pyDPW MH ALL 91 — NALT WALK-� ,U0 ` - 4- -GRASS AR 5 SIGN ,1 / ,� WHITE LINE r,5� tL ,IapS G 11 ELLV,=123.75 / PAINtED SOLID to 3, G IAL£T iC �;. . CO R CHANGE AIM=91.5E �c gT.15 tc 9r`pA 015 ,ati� - �--ASPHALT wALNi-� - A tG 111 G 115' P.O.$. GRI.64A5 G UP/LP�9 IN CURB G G ;.o SC99�5 tCy,y3 PAINTED SOLD WHITE LINE 9T 1t0 II G,tz D.B, 5978, PG, 468 (urual TO EPDNI , " P.O.B. G G B°o ,c I��,x1 tc t GUY I1P Im �C to 10 GUY UP All 1�7?e G t10 PARCEL 3 S75 50 ODE P.O.B. G ,' 54B ,a7• G,� I NET G1u III ( ) P.O.B. 0 143.94' D.B. 5978, PG. 468 D.B. 5978, PG. 468 G + D.6.5 978, PG. 468 1 I GR t10..2 (1tb45 I (PARCEL 1 I D.B. 4033, PG. 103 ) (PARCEL 2) Q (PARCEL 4) � � o A- --i•--- G----- G ---- G----- G-----...._. G----- G----- G-----..._ G--..._.--G-----G�---� SPRINGFIELD STREE � ,111'�rrrllll IAMMl LOC. i td(SEE WTI im j) (PUBLIC - VARIABLE WID I (ASPHALT ROADWAY) t NOTES: REFERENCES: GRAPHIC SCALE 1. LOCUS KNOWN AS LOTS 1, 2, 3 & 4, BLOCK 1 AS IDENTIFIED ON THE ASSESSORS 1, THE ASSESSORS MAP OF THE TOWN OF AGAWAM, HAMPDEN COUNTY, MASSACHUSETTS, MAP J--15 OF THE TOWN (OF AGAWAM, HAMPDEN COUNTY, MASSACHUSETTS. SHEETS 115 & J15. 40 0 20 40 so 160 2. AREA OF LOTS 1, 4 & 5 - 304,563 S,F. OR 6.992 ACRES. 2. MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, TOWN AREA OF LOT 2 = 24,730 S.F. OR 0,567 ACRES, OF AGAWAM, MASSACHUSETTS, HAMPDEN COUNTY, COMMUNITY--PANEL NUMBER 250133 0002 A, 3 REV15E STORM PER NEW FIELD VISIT M.L.O. 8-29-2000 LEGEND AREA OF LOT 3 = 38,416 S.F. OR 0.882 ACRES. SHEET 2 OF 2", EFFECTIVE DATE: FEBRUARY 1, 1978. ( IN FEET ) - _ O S75'29'00"E - 25.25' 10 S76'O1 '00"E - 13,00r TOTAL AREA = 367,709 S.F. OR 8.441 ACRES. 1 inch = 40 ft. 2 REVISE TO SHOW WATER SERVICES IN AGAWAM SHOPPING CT, Ey1.L.0, B-15--2000 3. MAP ENTITLED "RAMAH CIRCLE NO. STA.0+00 TO STA.10+82, WALNUT ST. EXT. STA,6+00 TO 1 REVISE PER R�-CEIPT OF GAS MAP M.L.O. 8-11-2000 - 1X 12 --• EXISTING CONTOUR 3. LOCATION OF ALL UNDERGRIOUND UTILITIES ARE APPROXIMATE. ALL LOCATIONS AND SIZES ARE STA.12+76, NO, AGAWAM WATER SYSTEM IMPROVEMENT PROGRAM, DEPT, OF PUBLIC WORKS, x tz3.4s EXISTING SPOT ELEVATION O N 13'40'DO"E - 6D.22' 1 1 N 13'59'00"E - 1 4.00' BASED ON UTILITY MARK-CJUTS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE & ACCESSIBLE TOWN OF AGAWAM, MASS.", PREPARED BY TIGHE_ & BOND/SCI, CONSULTING ENGINEERS, No. DESCRIPTION OF REVISION E3Y: DATE IN THE FIELD, AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE AT THE TIME OF THE LAST REVISED: 3/10/91, MAP NO. 3. FIELD DATE BOUNDARY & TOPOGRAPHIC SURVEY x TIC 123.45 EXIST, TOP OF CURB ELEVATION � � a r � , „ , SURVEY, AVAILABLE A58UILTE PLANS AND UTILITY MARKOUT DOES NOT ENSURE MAPPING OF ALL �� ! HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, GREAT n 3O S76 01 00 E - 10.60 12 N76 01 00 W - 13.00 UNDERGROUND UTILITIES AND STRUCTURES, BEFORE ANY EXCAVATION IS TO BEGIN, ALL 4, MAP ENTITLED SPRINGFIELD ST, STA, 9=00 TO WALNUT ST. EXT., NO, AGAWAM WATER SYSTEM 7-14-2000 THE 1TRl t T ATLANTIC 8c x G 1z2.ss EXIST, GUTTER ELEVATION UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY IMPROVEMENT PROGRAM, DEPT, OF PUBLIC WORKS, TOWN OF AGAWAM, MASS,", PREPARED BY AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THAT THIS SURVEY HAS BEEN PER- . , " , THE PROPER UTILITY COMPANIES TIGHT & BOND SCI, CONSULTING EN UBLIC DATED: DUNE, 197 A MAP AS 4. FORMED IN ACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS. THAT THE PROPERTY PACIFIC 111 p !!**II�f 7�t �1 HYDRANT ® S 13 59 00 w 1 0.00 r / LINES AND RELATIONSHIP OF BUILDINGS AND OTHER STRUCTURES TO THE PROPERTY LINFS AND THE F/B NO, P /► A Y H T C TEA COMPANY LAND INDICATEC HEREON 15 CORRECT, AND THAT THERE ARE NO ENCROACHMENTS OF BUILDINGS OR L1 V 111 Jl D4 UTILITY VALVE 4, THIS PLAN IS BASED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN THE FIELD BY 5. MAP ENTITLED "DISCONTINUANCE PORTION OF AGAWAM SHOPPING COURT, AGAWAM SHOPPING STRUCTURES ONTO SAID LAND EXCEPT AS SHOWN. DO-14 ASSESSORS MAP J-15 S76'01 'OO"E - 32.00' CONTROL POINT ASSOCIATES, INC. AND OTHER REFERENCE MATERIAL AS LISTED HEREON. COURT, AGAWAM, MA., PREPARED BY THE TOWN OF AGAWAM", PREPARED BY SMITH ASSOCIATES pF LOTS 1, 2, 3 & 4, BLOCK 1 OH OVERHEAD WIRES THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT SURVEYORS, INC„ DATED: APRIL 2000, THE OFFSETS SHOWN ARE NOT TO BE USED N OF ANY STRUCTURE, FENCE, F/B PG, PERMANENT ADDITION, ETC. ct TOWN OF AGAWAM - - G- - APPROX. LOC, UNDERGROUND GAS LINE O N13'59'00"E - 18.1 8' 5. THIS PROPERTY MAY BE SUBJECT TO RESTRICTIONS, COVENANTS Al EASEMENTS, WRITTEN 6. MAP ENTITLED "PORTION OF AGAWAM, MASS. SHOPPING CENTER OWNED T+Y RAMAH REALTY CO., 0 G , R'►' N 108-116 HAMPDEN COUNTY, COMMONWEALTH OF MASSACHUSETTS OR IMPLIED � CONTROL POINT - -W- -- APPROX. LOC. UNDERGROUND WATFR LINE INC", PREPARED BY EUGENE L. HIGGINS, DATED: MARCH 1958, 0 DRAWN: t UTILITY POLE O 576'01 '00"E 16.15' 6. ELEVATIONS ARE BASED UPON TOWN OF AGAWAM DATUM AS PROVIDED BY THE: TOWN ENGINEERING 7. MAP ENTITLED "PLAN SHOWING TRANSFER OF LAND AGAWAM, MAS�S ' ' T T A S S � C I A T E S, INC. ,,�„r1USETTS FOR: FOOD MART, �40762 e-2s-2ao M.L.O. DEPT., REF, BM, 9150, ELEV,=88.27 HOLYOKE, MASSACHUSETTS" PREPARED BY D.L. BEAN, INC. ON Ji 7, 1954 REVISED JUNE, [4 TRAFFIC SIGNAL \/ N13'59'00"E - 32.17' 21, 1984 AND FILED IN THE HAMPDEN COUNTY REGISTRY OF DEEDS OIJ JUNE 26, 1984 IN DATE CHECKED: 776MOUNTAINBOIJLEVARD GWYNEDD CORPORATE CENTER GREGORY GAL _q�L WATCHUNG NJ 1120 WELSH ROAD, SUITE 200 MW® MONITORING WELL 7, PROPERTY IS LOCATED IN 1`LCOD HAZARD ZONE C (AREAS OF MINIMAL FLOODING) PER BOOK OF PLANS 217, PG. 78 • +ury LIRv�o� NORTH WALES, PA 19a54 REF. #2• MASSACHUSETTS PROFESSIONAL LAND SURVEYOR 407 J.D.B, 908.668.0099 - 908.658.9595FAX S 7 6'22'00"E - 23.2 6' A 215.412,9055 - 215 412-0861 FAX L.S. LANDSCAPING $. MAP ENTITLED "UNDERGROUND CONSTRUCTION, AGAWAM SHOPPING CENTER, AC .WAN MASS., 23.48' (DEED) SPRINGFIELD GAS LIGHT CO.", DATED: 4-28---67. NAMED I URCHASER.�NOON IS MADE 10 RESPONSI U�LY NAMED OR LABIUTY ISES FOR ASSUMEDURCHASE BY SURVEYORlFOR THEGAGE Of HEREIN USE OF SURVEY FORNEATED ANY OTHERRERrY BY PU PURPOSE E REV. NO, DATE SCALE FILE N0, DWG, N0, INCLUDING, BUT NOT LIMITED To, USE OF SURVEY AFFIDAVIT, RESALE OF PROPERTY, OR TO ANY OTHER t'ERSON NOT LISTED 1N CERTIFICATIDN, 9, WATER CARDS PROVIDED BY THE AGAWAM WATER DEPARTMENT. ErTHER DIRECTLY OR INDIRECTLY. 3 7-31-2000 1"-40 C0060 OF I I� 1 I 1 a —JL— pop _ - - - - • OPEN 2 Apr —.a- - am,a.• , _ -------------- r J]ry 1 , , :e .-. . ..:.n ..1. i:: Ga w1{Fx 7e ....v .,Y., '1 &. ..•i� ve:}.... ' » _..._ ..I. . ..., ,...,_. .. ., .. + -1— ..X e �:a . X., .' .. E U NORTH ELEVATION , ® — 0 0 0 0 0 r — - o 13 SOUTH ELEVATION A • root �a e f o6 3$ r >; WEST ELEVATION EAST ELEVATION D p EXTERIOR ELEVATIONS BEMEY ARCHITECTS & ENGINEERS INC. 665 W. Warren Avenue Longwood, Florida 32750 +P Super Foodmart, Agawam, Massachusetts. (407)331-6116 Fax (407)331-4566 ZL LL 0L 6 8 L 9 b S I I I vmcrc'v,a-lvc 'V `aim '' G0-,I = .H/E UIUS Z- NVId 3un1X1:j isoil ,� 0% _1, .M, � SZ-mmmZ SIN GROS 00/LVL a}6Q >F9 p040040 ti�VQ9/1S4 UMB�Q NOlSNVNN LSd9 N -Aq pWaS r ,oNnv3 ' r 1 311H�tl`1 O� H H 89 LZ 9e 9Z SZ ZZ LZ 6L SL ILL 9L 9L 1►L L'64 SL ZL LL OL 6 B L 9 9 f S Z L m 2,_,y<f A-.GOY 2 1•G A•A� A•J9G .t-.•f< 2-.aG .f•At< -,•O .9-1•-.Op[ .G-2K 2-OK J-AOL A-..1 A-lll A•A! A-19 J-.hl A-JM A-.W 2- <-J9 A- •• 2-.H 2•R A-A ,ll-.fi .E-0 d-.4Z .E-.4 .5-.9 .4-dt .L-.5 .ml-,ri .p-,01 .l-.f .0-.0L .01-.LL ,E-.Lf .4 .fi-.Lfi ,Y .t-.Lfi .Y .0-.0G .0 ,5 .L-,EL .0 .Y d-,K Am .t A-,11 •t-, -.ri thin) W9 4 � a { • • • O • • - - . .. IgIYlII tRta A ❑ fQ�A .. - w ♦ • 9 1. N330 4/L.1.9-.9E .w� A I . -f � acwtau '•t 401 31111 _ -_- � � y oalr . O 01l at•Gu�3u,aa 4�� 9m1 3taYa101B 12W'7 m - . . . _ nnm ol, I I . • . • ,L_,f wruxi+aa.iiiGGtu d3adYY6 wu�ao I �� a+ui I a:n z� . . . `� a 3£7V2101S l2N'J a • , . ♦ -, .-,.+3WI11 ► 21339 av� � ♦311S3n ll�' 6 � m t � � � .w�90 A4t• w • .tlOYn M,f . �'0.1ZZ1 _ q 163n zo, ®U � ) +vwtt.nox�L:v r9f ,uv3bl 1ddv V lk� 1 - en+"ru \I � . • . H .Z-,t,g-. .L-,f,9 L-,f ,® Z-.t,9 . .L .t,9-, .L-,f 2L31NIrJ A5312ifYYJ_ oloNd by*"3YJ - - - - -i/M iA au9 I Y �77 '� • . I .6-.E. . 0-. 9-. 0-. O-. Jl-. .0-.5, LEt 1�10�F73N7 s.<i� eiolmu9� ww��vanvimt.9 , �.f •ly ^ '^ . - • w I$I .Y-.L6 ��I .rAt Wwa ru 6 .6-.66 e a(1) CD 33Vd3 _ ; ♦ •33Vd3 �� •fi . a .5 m a 1IV13t1 ; . ; PVl3a r'ra ar E co co • ' I -. J J ! 0 F PS SSss 9 ri anal dNVI$I 37flOONd .9L IdOl�iv Y �+ • . . . li r ^ ' . �' _ ' � 3 ' � � Y 6 6 6 •� � � , � k,onA I A� ae ' • . w • . . . + w ! . • � e f i I p - A • . • ^ �` - D 7p �" m P a O On9L .0-,9 (G',j�A �_- L•A pop - � ONYISI 3711QCRid iJRESI ,9L �. .� ro ♦ nO .0-.9 ,� .E-,G .0-,t .E-.91 i y i @ 1R DI .L-.f .fi ,t .0-,L .fi .f . _.L .£ .Y .0-.L ,fi .0-.L .8 ,f .0-,L .£ ,f ,0-.L .£ ,f .O-.L Y .0-.L .£ ,t .L ,t .0-1 .fi ,Y ,O-.L .f ,t .0-,L .f A-.L .fi .Y .9-,9 ,u,.t oGn,o- _ _ _ - gp q,,,: • e � . . ♦ 9� - H 6 • - - Y- One 9 r F x >< / u _ 1Y3a VNInlFM 3�3t1 9 ul U rAiw-.a s.mc.a-.a I 6@ . , d iVS v+vci. u ® A i I Z x X f r_ S tl3a E IL <ir 0 _ _ i ,t-, .� •L'• .6-, .5 .E- .41 � - 0-.1 .f•-.EE ,g a .. - £fppm 4L ti , 70 ti D 9 Z_ �1q utiva .9-.Bel - jT,y u nwi lev �esi lsv _ Z a V, .yu 6g ® ".ra" .0-.L of a vn� .0-.L �l"®'°a p .6-.A t 1' •9 i Q OlNISI 1V3W LAJ N3ZObU ,EL Lo 4Nv'�SI HSI�t� .EZ aGal-z rac-z aG•L-c N m II d s, N i• `^ � L71 n r -• - •rC � � o �m r n c �_ I •0; .L-.9 r Sltl7 d"l07 441.9-, •s 8 .9 .0-.91 ,{ .t-.LL •L• 1V31-1 t1S3Ni d1.J.9-:71 J'.0r -.6- _• .4'.41 - Z .5 - 5 •0t-.81 ®u o M"ly .» ••� , •�• r -"' •�•• •••• •••• ••••, .y •0- .0 LL ,6 o'+w r o r Idi/d 9WCV0'1 31MC7 I g 777777777 =n T o �n �' 6Z 1/Q dNd1Sl 1V3W HS32ii .EL 1/ ONd1Sl tiSid N3Z� d.£L ar. •� 1 +rno p Vb•nvc _ .. yhn.9.8 W � � a .. � ®' m _ p r.soco-w ®37d Al. Wocu`A".LV w A H913 S31N1SVd t7GJlt4,01 rAvnv • u < • 3oN' d8 CHI 1V3W N32C21�Ohd .9-�L£ v cN" QI-1 arm Jro< tMel�371nN �41 , 3QS S/S.8 AN S/S �01 -17NV3 1 ,A 'J w p' ® Axe' , axv ala.L 41AbGXV17fi1 g w.~i c 'Yr ' p I I a r.aarst u WOfRi dVem 1VL3W - .t2I3�lV^0 Z• G m - _O _ Q _ at310'O.110'3.1 ( a` a•..�..: '< P awF o AN�_acay. • . ' • • w w vO-AI•V-A W e B - iBddVM G<I .OIK9-.L 0 1 YA at,, o A ® t,�.a - ® I!,`� ® - ® 1i61d 8A 1-Icl� - , g I a�nau•.i w w - 16 - auaa<o - w" .� i•' <ty��y xzo•amG t� mw� aa+r�c w�.+; x YQ • w 1V.3W .L�vj ae.moYG. • • XOi3 tllOFl G UN- A as IjA .0-. .Y-. .S-S .Y-. .Y-,09L Ali 0 A-A .0-A .E-.ZZ .8-,6 .1-.LE M-.A .u-.ri .Y-.t5 .L-.LL .4-,tfi .0-.9LE e 8 s 2_,ya A-A•Y A-Ai 2•J•C J-.R< J-J9G .<-.1f< 2-A< A-JK .9-.f9L A-Ai1 J-.•YI 2-At 2-A9 2-R I-I 8Z LZ 9Z tL Z ZZ OZ 6L lL 6L 6 9 S Z L m Mv town v v >m 0 L 9 S Y £ Z L • ZL LL 0L 6 8 " ZL LL OL 6 rrrla9v°%v�'v =a�l� (1HJlH) - NOIIVA313 3(31S 4� 9 — d t(p1 Al13LId a10100 �g07G'7M00 3AV Lld9 a-WzvTJ OK) '1Nvd Do0'la NouVON10d atae►�ND-� N 1" a".4019 WM �t 40 9:34S >1 I ,o-.oa•Z3 i 2311d Nd .00I•13 -- 1 nd rw i i i i I 5Z-000L 'ON qor SIN ' OO/LVL OP Q 1ktiD8 9/Ir ra t PaAOa40 I t OVQ9/1S4 UMBJQ rw NOl$NV�f 121V{J dH•>03a d7 d01 �Osl d7 aN� .t-.1L•Td -Aq p�saS 13dvavd dol ,rjot+vN alo w� Qra•+oo t rr ro rv�ra)N3LVAs MBfNd-Hera'ixa 1Vtaa iw ( ie � >itiva � . tmvN Ol Volo0 x7ata Nvl u� + S-0 • ,... ..,,, �� � CGdf3) vAe yo�t6d :,a t1elNd"lfrBN 7x3 ixwdaoa� S !•d Q H r 1 r a a H H .0-,I = .8/1 -31VOS 9-1� (1:131) NOLLVA313 301S CdAu S'hr3B x�0a rdAL val7oa xo•tv►+ouoae aL3t3�t x�oa ama coda• �pd��-� 't'°ek�E°�'utiTF' aurm vraru eaa a 1 m mol•-Ta A. m mmr• 1 ti H Nd zrtd tad - # ¢Rlrod `J ° ° ° i e fw •�,� y s � .o-.011•-ra r Navd a �Will _ m � q .Y-.vn•-rs 1V'l l Q31611JI m LAale O a � d-Twi m ,I7o WL Al1=bw r,,, of m 'A q 1491 9t4,1A8 �d V/ M Ca N �•� R•r r H o a aNOAaO a O � z m .0-A = .8/1 :31VOS 9-t/ NOIIVA313 UV3H CdAU varooa xo-rgtx )W CdAli v9V39 Ttytn NOLLVCNIOd W1 Allaw•a+o�m a1 IM t7 7 VICW A �VOlO-*i=37dd M-&:w at3-L31wi�t7Oa NOIlVON'10+1 00043 t17q'a. 4 RQrt:" 3 j� I I alooid lwad Nd rm vi ra v oa — Y'1d tad oN•u7'a(. Now 1 r .4 d C3 - atdL34M'N�. 1 igVAa�V130 338 I aV�130 aaoa a10170d4m l ❑ "�l�tt" ❑ ❑ ❑ 3av(rO AR-aa••a 1 17'0{d11 t'7N •1VOId1l r'� r-r — a•1.XA3a 37 a101 .L-.YEN"ti Jad�f2Nd�d01 actur>n t[I1V (dAU oNOMM 3W-LN3 Cllr " a3'19rN "'• • v3fW1NYJ��O-t0313Er�WOO d Q II-V In-7' mhk aW � z s s 6 S4 u 6R az zz z fz 9z •9 cz Sz m t m O_ Q O �• m 14 D� o Wm oQ D� rdAL) N� NOl11o/A313 1NOaJ /0 w v z gl3�No7 U3AID4--\ J Wv� Oa moloo m 3 am Apo t�7NoD 3oad3 ltidso �uo�a w c y rdAU 3976 Ndll" �mm uotftl� NMLlIIV d�IOOW WV-A-D 32 011T1�O18 !Ml At13a1d ' ary.0-.Y 139 v97'�3LVZd groan,sn rta 3t•N213 3Q'LL 0 3lay�OO Q�ypd �o1r+l..(/t 1d°D9"011d•oe I'rL NOl ALL3ara 0io1o0 a r' r313L17M0-J a �gIHL.WC 1d'Ov fL Ol•1�•D9 fK m W Al.L3 V !Nl - aLo°x» �L71Fu .Yrt 13D9 L£Ol do 30"a ORM.a10100 7�"Ol(�i s f)Naliflti o 3OVd IV,Sibm RI 131�HD7 �001G .Jll).1 �i7W1,')VG 1d'OB 1S Ol•ld•D9 R4 cumo08 bLUN37 awa<o •)fIW>N07 30V:!11'id9 TMl J.,�., . 010107 .ORBINA IL NON 99V14 3LV-id �L?O�G .�SOYA WWO W1 J.LL3,Id • NVl t.e_,bowoo q ig TYOW.Ll TO �17010�N00 a71fd llld9 JfO01(i 7N00 30Vd io O 7N00 377E L-d9 3"bk*(V .l aum alONrw rav"" �1700"!d �� 3l1F1I1 abllON 01010O 7QOlGl 7N0'.)SOYA ra rs 70010 0 3w;i u-wg .ar-.o Q � X7OlQ'7N67 37P'd il•Td9 oe 117 01070J Y313 so .O'A�1•'TT> 2rLi Tad r rw It I j OHVZ NEW .rA, • tii�1 �.i .fw .tw • .Y'.�ia•-13 °fw •f'" w v aH•NOW 20 am a dry�jp3a dC3 dOl - r .fw .rw w a. w a rw 13i0i11/d dO d01 .L-.9a -II - - P 717010 wi ALLM" sw ! 3 13dValVd d0 dOl ' amd Ol ••ALL MO(VN OL a1Q.L9 3'?Q<!I W 1JOG rdA1I 31MS tb1 3I31 4�HL4A .Y N e t1W4 a w-w y/!MI}f771VN Ol -�pN• w-a LOIO�'�L'7Olii + x- }la�M�•a101O.) 3yry>Q als rm . ' •JNd09 vow rloo 37'Vd t(IOOL19 •Y a"alu+w+gm m v_ 7170 i l.H'IR b Nvld (S3C3) 9Av O 7 d1-W N31vA j MO1VN Ol alolo7 MWttA iX3 A-.N1•T3 co �� Cadl'�N31vAv 37aRi dO d01 3!l1yA C d(a)N31v-1 a tl9flad�19ta-iX3 - aiil0J9'9'dfa ' NO'1 N33MO•VO-KY> v-s av VW O1 S %k7='C�'f+ PI 'Jtid001ii'M V � 13 d 8z Lz SZ 99 st zt Gz 6� 8t L4 9L 94 �R 4'6L sL zF 44 OR 6 8 L 9 9 f S Z L Q m 0 I m Z L ZL LL OL 6 8 EXISTING AMES DEPARTMENT STORE f f 550.0_0' Imp a GENERAL NOTES : Cv r-r > 1. ZONING ANALYSIS: ZONE INDUSTRIAL A AGAWAM SHOPPING COURT _205 ° 1 SHOPPING CENTER-PERMITTED USE _. __,_ _ �� ^"-� +♦ TON OF AGAWAM f �•` ` BERKSHIRE COUNTY, MASSACHUSETTS 144.46 -H EXISTING WALDBAUM'S FOOD MART (62,635 t S.F.) 2.34' i ' 2. BULK REQUIREMENTS: (TO BE DEMOLISHED) REQUIRE PROPOSED . . . . . . . . . . . . . . . . . . . . . . . . . I . .I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . - . . . . . . . . . . y 30A' ) 1 MIN, LOT AREA 40,000 S.F. 285,590 t S.F. � . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..376D. .�.'.".'. .'.'........................... . .'.'. . . ..... .........--...........-.. . ..... . .�. .�.'.'.�. � � MIN. FRONT YARD 40 FT. 23 FT. ��. . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o m i. . . . . .L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L_ . . . . ...'.'.'.'. .� . . (SAME AS EXIST.) .v, #. . . . .L'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ! I MIN. REAR YARD 25 FT. N A J r . . . . . 1 . . . . . I. - - 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. ��. . _. . 3 ' m -. . . . . . . . .' . . . . . . . . . . .'.'. .'.'.'.'. -.-. . . . I .'. . . . ..... ..... . . . . . . . . . .'- . . .'. . . . . . . . . . .'. . . . . . . . . . . . . . . . . . . . . . . .c� i 1 f I - I . . . :. . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�. . . . . . . . . . .L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � .t I MIN. SIDE YARD 25 FT. 101 FT. # d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . .I I EXISTING 4600 v v . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . i 1 1 I'. . MAX. BLDG. HEIGHT: 40 FT, 35 FT. S.F i RETAIL EXISTING . . . I . . . . . . . . . . . . . . I SPACE (TO BUILDING (TO . . . 1_"_:.;�.a--.� �. . .. . . . . . . . . . . .I- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r MAX. LOT COVERAGE: 50% 27 t REMAIN) I REMAIN) �.:.:.:.:.:...:. . .. .:...:.:...:...:.:.:.:.....:. .:.:...:.. 1 .4. . . . . t 41.0 t 400 I . . . . . ; L=109.92' . . , .24.0'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .._. . . . - . . . . .. . . . . . . . . . . . . . . . . . .o _ 3, PARKING: R�400.00 Q R _ h.-: .,. ,. . t J! `, ` RE IRE PROVIDED . - - i 4. ? f W PROPOSED 59,264 S.F . . . . . . . . . . . . . . . . . f . . . . . . . . . . . . . . .}� r 1 MIN. STALL SIZE 9' X 18' 9' X 18, I. . . . . . . . . . . . . .raw. �. . . r ►P o :. SUPERFOOD MARKED : : :_: + .�-R.� , . tiv .t! ._.h`I. # REQUIRED PARKING ,a I . . . �- l . .; . . �, . . . . .'. . , . . �, a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . t. . . . . . . . . A&P REQUIREMENT: 59,264 / 1000 X 5.5 = 326 SPACES REOT I d I t t , h 15 SPACES CI 333 SPACES PROVIDED N .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I. .I. } , 1 ,1 ; I ', - PROPOSED 5200 5.F ,o . . . . . . . . .'. . . . .'. . . . I' I 1 1l �, r (f 12 ADDT FOR AMES DEPT• STORE) RETAIL SPACE ...... . . . . . . . . . . . . . I . . I • .. . . . . . . . . . . . . . . . .r- 1 r -`w PARKING RATIO: 5.6 SPACES/f 004 S.F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a 1 . . I - . . . . . . - . . .1. . t. . ; . . t ! ! `� t t •'; NUMBER OF SPACES WITHIN 200' OF ENTRANCE: 139 SPACES l . . . . . . ___ . . . . .. . . . . . . - . -_ . . -. . . . . .-:-.-- . . . . . _. . . . . . . . . . . -• --,-J 1. . 1. I. . .. . . . . . . . . . . . . . . . . . . i . . . ti. . .u�. r ' I } T , - _I. . - • . . i ! ' t 1 4. THE BOUNDARY OF THE SUBJECT PARCEL HAS BEEN PREPARED USING METHODS OTHER THAN 24.0' i 8.0' �Y _ _. '_ -------:--:----.---•-----.___ __ w.-__.�_..---.-_.._..1 . . . . . . . .�. Y �4 . .1. - t }___i. t - sh + r DFEO INFORMATION AND ITS ACCURACY 1S NOT INTENDED FOR USE OTHER THAN THIS CONCEPT p a (TYP•) (TYP') N 65.0' I ___ PROP. 12' WIDE CONCRETE WALK_ _--333,0' ____ __ 1 1 1 1 r.t,} APPROXNATE LOCATION OF PLAN. - W - t .- - - PARCEL LINE o PROP. CONCRETE WALK I I t ; I I ! !I Q a I i N I wC6 w I PROPOSED w I EXTERIOR WALL P • �, I s 4' P t 1 r I r (- t t 1 !� - ! t ! •' r it F EXISTING 16.750 S.F f I I R (} , t l ; 4 i I o •I J it_ 1_ _r 4 it__t� c I 1 ! 4 E- RETAIL SPACE (TO REMAIN) 1 I t I Z - i 292 SPACES -4 18,0' 24.0' 18.01. -► EXISTING ENTRANCE ONLY 1 f (TYP) (nP')i (TYP. I i� !_ t. `I j `'�~ h'k ♦t ,It _ _ ♦ I 1 t I lit I I t �r �t y 'I• I• t I ri �� �;1 t h h ' I 4 1 i t, � I. 4 i _.�.—t- -=--� —�--� � T I ; li '� ''t 1 th � �•� �� 1 I r 1 > I t 1 y I r I t _ I r t ACCESS ROAD r t t t t r r t t t I t 1 t t t ! , �. I. i. �t t it r ! 1 •p 1 I r r _ ! �c tt + t 1 tt--L"-!� `� t ! t i _i• EXISTING ACCESS ROAD TO BE MODIFIED 1- WIDENED TO 30' OR MAXIMUM / ! }t 1 t i, !t 1 L fi-~ V AMOUNT ALLOWABLE WITHOUT It ' DISTURBING STEEP SLOPES --J- — -- - y -.- -- I---- —I J • - EXISTING SHED (TO BE DEMOLISHED) ap 1 `• iim MID NOT TRUCCiTION SPRINGFIELD STREET "THIS CONCEPT DRAINING WAS PREPARED BASED ON INFORMATION PRESENTED TO THIS OFFICE BY THE OWNER AT THE TIME OF DRAWING PREPARATION.THIS CONCEPT LAYOUT REFLECTS A DESIRED CONRGURATION REQUESTED BY THE OWNER AND ADJUSTED BASED ON A PREUMIN LICA ARY REVIEW OF THE APPBLE ZONING AND LAND DEVELOPMENT ORDINANCES, AS A RESULT,THE LIKELIHOOD OF APPROVAL OF THIS DEVELOPMENT PLAN CAN ORLY BE DEFINITIVELY EVALUATED AFTER A COMPLETE SITE INVESTIGATION IS PERFORMED' Bo HL ENGINEERINGVP., J 1 p •CIVIL. & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS NORTH WALES, PENNSYLVANIA 352 TURNPIKE Q ROAD, SUITE 105 VALLEY STREAM, NEW YORK(215) 393-8300 SOUTHBORO MA 01772 (516) 672 z000 r STERLING. VIRGM ,IA WATCHUNG, NEW JERSEY `p (703) 709-9500 (508) 460-9900 (908) 668-8300 07 PROJECT: PROP. SUPER FOOD MART TITLE: Cq y p GRAPHIC SCALE AGAWAM SHOPPING CENTER FOR C&W REALITY CONCEPT �� SPRINGFIELD STREET & WALNUT EST. o`Z AGAWAM MASSACHUSETTS C51[r ao 0 20 ao so Izo E T �� . BpI�LER S•P• DECOURSEY SCALE: 1"=40' DATE: �l �, j} V 1/12/00 SHEET No: E DRAWN BY: PROJECT No: e�a ( 1N FEET ) 0 SSR W99425 I inch = 40 ft. CHECKED BY: CAD LD. : WDG 99425,P--1 U PROFESSIONAL ENGINEER PROFESSIONAL ENGINEER OF 1 NEW JERSEY LICENSE No. 27410 MASSACHUSETTS LICENSE No. 36424 PENNSYLVANIA LICENSE No, 37184 NEW HAMPSHIRE LICENSE No. 9305 REV. ND. :', NEW YORK LICENSE No, 63409 MAINE. LICENSE No. 8408 r COONN MASSACHUSETTS LICENSE N LICENSE No. 17518 025 VERMONT LICENSE No. 7110 CONSTRUCTION CHECK DATE I 1 } J. WILLIAM CUNL1FFE JR. 53 5PRINGFIEL.D .rr. 4o33fto3 FRAWKI-it REALTY CO. W i LLOW&ROOK ASSOCIATES 6?y `J P R I M G F 1 E.LO ST 32'L WAI- A-C STREET EXT. 59T$/�8 �a4o/4-So I 50 1aTAC'�E co I D -rHE M�ASET,yo4-I w I5 d I A--20.00 j MASSACHLl5ETT5 KAVANAU CORPORATION I I A, 27.05 151 SPRINGF'1E.LD ST.41555/351 g.Zco-OCc-00 E.T 422.34- ,� 2Q5 (Co,'LCp9 5' -ro 8E olgco�cT�Nu�o). . Idoo� .,` S.ZIo-oho-o©E.-- 128<r1 • - -�t�. TCr�-o�-oc�w• 21 .20 5. 13-5r4--Dow. cQl R s 34,c�� 5•a� - � "'' 5+89.13 5+00 - 4.,00 3+� - - - +�: 4 - i+oo O+oo L o' A • . oe - r'`^' �"' AGAWAM SHOPPl1VC� COURT" 0) = 5+2811 !' �(D '- . '.0-1`�1 -" I�.ZCo-OCR-OOW. 525.0T i �O ��.� p,v o 3 Oboki , OC ao- �r �" $ s R�2b.00 1:1; � A=35.7 9 CV moo $9_oV) .19k On `. O r � AO o0 .�; 2 STANL.E.Y L. CC> HF-N JogEPH 0• CHAS-OT SrANl7AvkD MANAGEMENT CORP. 92• C05 AGAWAM SHOPPING CT 28 RAMAH Cl1tiCLI` KOKTH '_51 o WALNUT 5TKla .T FXT •J �9 83 f 3oT 928?�5la3 8838f 438 t� JOH t-4 H. GOODW l LL 25 AGAWAM SHOPPING CT. 2517 .529 5G L C©N5TRUCTION CO. Cos AGAWAM 51409P11,1G GT. TCUP®ROOK REALTY CORP RAtAAH CIRCLE NORTH •�i-4b��233 DISCONTINUANCE PORTION OF AGAWAM SHOPPING COURT AGAWAM , MA. PREPARED FoR WE HAVE CONFORMED WITH THE RULES & REGULATIONS OF THE REGISTRY OF DEEDS IN PREPARING THIS PLAN. NOTE : THE TOWN OF AGAWAM SEE PLAN RECORDED IN THE PAUL 5. SMITH — SMITH A550CIA.TE5 5URVEY0R5, 11JC. HAMPDEN COUNTY REGISTRY OF DEEDS BOOK OF PLAN5 Ill PAGE 122 , FOR LOCATION OF AGAWAM 5HOPPING COURT P SCALE: 4O Fr,/lN: DATE= AP R I L 2000 • NG.A0981 � GRAPHIC SCALE SMITH ASSOCIATES SUM a 25 50 100 so, SURVEYORS, INC. 4-IZ DO FEET 165 SHAKER RD., EAST LONCaIIAEADOW, MASS. 01028 J. WIt..LIAM CLIKILI FFE JR. 53 gPRINGFtEL.D 5T. 4033�i o3 I=RAMKLIN REALTY CO. W I LLOWSROOK ASSOCIATES G3 5PR1I.1GFl ELD ST• 322 WALNUT 5TREF-T EXT. s9�a/tee -ro�i-%4so too ! 50 t,IpNTAC'V� T'r'iE EA`�EMENT � I W 1 I ! � l 13 1 J-27.05 MA55ACHUSETTS KAVANALJ CORPORATION I i O Ld 151 S + 5-to - (Cv,'LCn9 sF. Tb BE DI3CONT[IVUED5 10.0 .` 5 -140 O(o-OC�E.T (?5, d f 2� . • �- Tca -©Co-oc�w. 2l .20 � o0 oco'�� A� 3Lr g.$9 . 5+s9.t 3 5+00 „-i+�.rp.r, N oa•oa L �_o�'''' �} AGAWAM �� SHOPPING 3{� COURT {�� 0) !� o;oo r 4 1S•O '- gs R=2o,00 -t��► _00- A= 35.79 CV ' mz 9a �+� �� N�9 0 po TAN LE O E AP> Y L. CI- MN J05PH O. CHOT STANDARDEE MARAGMNT CORP. z �92 1� S C05 AGAWAM SHOPPING Cr. 28 RAMAH CIRCLE NORTH 34Cp WALNUT 5T9E=T GXT. *mil 49 a3/30? 9287/SGS 8838/L�3g JOH N H. GOdDW I LL 25 AGAWAM 5HOPPING C.T. e)GL coweTRuc-rtoN CO. 2StT�529 Cos AGAWAM 5HOPPIM6 GT. G'ZA-S/90 70P5ROOK RI^ALTY CORP. RAMAH CIRCLE NORTH •44b0�233 DISCONTINUANCE PORTION OF AGAWAM SHOPPING COURT AGAWAM , MA. PREPARED FOR WE HAVE CONFORMED WITH THE RULES & REGULATIONS OF THE REGISTRY OF DEEDS IN PREPARING THIS PLAN. NOTE : THE TOWN OF AGAWAM 5E.E PLAN RECORDED 1N THE PAU L 5. 5M IT H ^- 5M IT H A1550CIA.TE.5 5U RV EY0R5, l NC. HAMPDEN COUNTY REGI5TR`Y OF DEEDS BOOK OF PLAN5 Ill PAGE I22 , FOR LOCATION OF AGAWAM SHOPPING COURT OF�Ssgc L SCALE. /+0 MIN: DATE. APR I L 2000 a ' Na.4Q9tj1 , ss►d�"�� GRAPHIC SCALE SMITH ASSOCIATES su SURVEYORS, INC. 0 25 50 100 150. 4r-l2-00 FEET 165 SHAKER RD., EAST LONGMEADOW, MASS. 01028 l/ • EXISTING AMES DEPARTMENT STORE 1 GENERAL NOTES . J r� I. BUILDING AREA; 1 EXISTING RETAIL TO REMAIN- 21,350 ap do O ' PROPOSED RETAIL- 7,834 PROPOSED SUPER FOOD MART- 59,084 2� TOTAL- 88,268 2. ZONING ANALYSIS: ZONE INDUSTRIAL A T 5 5 0.0 0 + �' �� SHOPPING CENTER-PERMITTED USE _• TOWN OF AGAWAM .,. -. t _ BERKSHIRE COUNTY, MASSACHUSETTS n1 -� PROPOSED RIGHT OF 3. BUILDING AREAS: .�, WAY LINE - AGAWAM SHOPPING COURT aw SUPER FOODMART 59,084 S.F. PROPOSED RETAIL 7834 S.F. _ \\ _1 EXISTING RETAIL TO REMAIN 21,350 S.F. 1 4 •4 6 EXISTING WALDBAUM'S FOOD MART (62,635 t S.F.) ,3 4' f TOTAL 88,268 S.F. EXISTING RIGHT I {TO BE DEMOLISHED) OF WAY LINE 48.0' Ii COMP _ ._--. -.____.-M._ _-- _____r _--_---- -- -- . --- 4. BULK REQUIREMENTS: ,- - ,. REQUIRED PROPOSED . . . . . . . . . . . . . . . . . . . t_- _ _;. . . . . . . . . . . . . . . . . . . . . . . . .'. Q m MIN. LOT AREA 40,000 S.F. 285,590 f S.F. . . . .o . . - I. M A MIN FRONT YARD 40 FT 40 Fr -}. rN .� - �,.' - .'! ;- .. I .. ', MIN: REAR YARD 25 FT. N/A _. _..__ 1. . - . . EXISTING 4600 1 . . . . ! .'.'.'.'.'.'.'. .'.'. . . . . . . . . . . . . . .i. . . . . . EXISTING ' 5.F t RETAIL .I . . . . . . .��. ��.44"� � �. . . .�.�.-. . . .�.-.�.�. .�. .�.. . . . . . . . . . . . . . . . . . . . . . . �•�. �. . .-.� l.� .' �.'. . . . . .'. . . . . .�. .�. .�.�.�.-.�.�. .�.'. .�.' - MIN. 510E YARD 25 FT. 101 FT. ± SPACE (TO BUILDING (TO r �. . . . . . .�. I I PROPOSED SCREEN REMAIN) REMAIN) / �"� �-' . . . . . . . . . .. . . . . . . . . . . . . . . i . . . . . . . . . . ;! WALL MAX. BLDG. HEIGHT: 40 FT. 35 FT. L=109.92' _ 30;0'. ^. . . . .41.0` MAX. LOT COVERAGE: 50� 27 ± . . . . . . . . . . . . . - 1 5.. ,� �i i` i j R=400.00 sS.D' ..'.'. �. . . . . . . . . . . . . . . . . . . . . . . . . , h . n2l��N' ,. . . . . 1 5. PARKING:PROPOSED `J9,084 $.F . . � RE QUIRED PROVIDED 26 SUPER FOODMART I �, �''," ' `h. " ` .. . . . ... . . . . . L. . . . . . . ' . . MIN. STALL SIZE 9' X is, 9' X 18, s. . .�. 4 . . . . . .;. ! . . : 10 - I . .€. . .;. , . . . . . ; REQUIRED PARKING . - .L A3cP REQUIREMENT: 66,918/ 1000 X 5.5 = 368 SPACES REO D �J PROPOSED 41600 S.F � . . . . . . . . . . . . . .I. . .;. . . . . PkPOS:D 3034 $,F - y __----- - ryM� ' s ►. 294 SPACES PROVIDED' RETAIL SPACE '.'-' j. . .L . . . . . . . . . . "ti. . .y ' : RETAIL SPACE' ; ' 1 - '.._. . . . . . . I . .i-. . . . . . .�a. . . . �. .� �� r ' (+ 18 A0D'L FOR AME5 DEPT. STORE) t 1. PAiMNG '(ATIO: 4.4 Sf'ACES/3000 S.C.* �, i 30.D' 65.0'.'. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .: �`;' 3. 0' . . . . . - . . . . . . 1 `. . :. ; . i`'1.' �}. `'4 . 'r '. ''. i NUMBER OF SPACES WITHIN 200' OF ENTRANCE: 145 SPACES W BASED O .+;. BA N A+P PARCEL ONE AREA (1YR.) �. . . ; . . . . . . .. . . . ti t. I APPROXIMATE LOCATION OF PARCEL LINE - 10--WIDE ICONCRETE,"WAIK I 6. THE BOUNDARY OF THE SUBJECT PARCEL HAS BEEN PREPARED USING METHODS OTHER THAN o f -PROP CD DEED INFORMATION AND ITS ACCURACY IS NOT INTENDED FOR USE OTHER THAN THIS CONCEPT a PLAN. t - W a o �, PROPOSED EXTERIOR WAIL d I ,l r J 1 t t ��. 30_0' 4 1 : h Y Q 4 � EXISTING 16,750 S.F Z RETAIL SPACE (TO REMAIN) a _i 24.0' N V" -. EXISTING FNrRAN I t t (TYP.) (TYP.) (TYP.) ? 27.D' -1--. ACCESS ROAD 21 ', ', '14 .. 10 s ; ! - __ .EX1Si1NG ACCESS ROAD TO BE MODIFIED / / 5 WIDENED TO 30' OR MAXIMUM r ___...__ AMOUNT ALLOWABLE WITHOUT - _ DISTURBING STEEP SLOPES 69 F EXISTING SHED (TO BE DEMOLISHED) r h. ....ram"'..-. ....._�..•__. --_ _ �� �1i o° SPRINGFIELD STREET 'THIS CONCEPT CONFIGURATION REQUESTED BN INFORMATION PPREDSENTED T BASED 9N A BY TH OWYERE T THE TME APPDDRAWIN ZPREPARATION THIS PUT 0 M� ORDINANCES.AS A RESULT,THE LIKELIHOOD OF APPROVAL OF THIS DFVFLOPIIENT PLAN CAN ONLY BE DEFINITIVELY EVALUATED AFTER A CONPLETF SIT flbiJt� ,, ���0 ` PERFORMED.' A. i � \J ' d) ' > 'r � - I , I , '� �� , E I � Gr IN *CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• NORTH WALES, PENNSYLVANIA VALLEY STREAM, NEW YORK � 352 TURNPIKE ROAD, SUITE 105 0 215 393-830D 7 — ( ) {516) 8 7. 2000 J' )S STERLING, VIRGINIA SOUTHBORO, MA 01772 m (703) 709-9500 (508) 480--9900 WATCNUNG, NEW JERSEY PROP SUPER FOODMART {9oa} 668-8300 Q PROJECT: AGAWAM SHOPPING CENTER FOR I FRANKLIN REALITY TITLE' GRAPHIC SCALE CONCEPT PLAN 2 Y SPRINGFIEL[7 STREET & WALNUT EST. AGAWAM MASSACHUSETTS 40 o zo 40 so 120 SCALE: 1"=40' DATE: a L. H . BOHLER S.P. DECOURSEY , 1i13�°° SHEET N°: DRAWN BY: PROJECT N°'. I ( IN FEET ) � a 0 SSR W99425 1 inch = 40 ft. 0 CHECKED BY: CAD I.D. : 0 PROFESSIONAL ENGINEER PROf=ESS0NAL ENGINEER WOG 99425.P-3 OF 1 NEW JERSEY LICENSE No, 27410 MASSACHUSETTS LICENSE No. 36424 hn \ PENNSYLVANIA LICENSE No. 37164 NEW HAMPSHIRE LICENSE No. 9308 C� 0' NEW YORK LICENSE No. 63409 MA€NE LICENSE No, 8406No- CONNECTICUT LICENSE No. 17518 VERMONT LICENSE No. 7110 MASSACHUSETTS LICENSE No. 37025 CONSTRUCTION CHECK DATE C EXISTING AMES DEPARTMENT STORE t � 1 GENERAL NOTES: 1. BUILDING AREA; 550.00' +M EXISTING RETAIL TO REMAIN- 21,350 .. PROPOSED RETAIL- 7.834 PROPOSED SUPER FOOD MART- 59,084 C TOTAL- 88,268 AGAIPAM SHOPPING COURT 5 2. ZONING ANALYSIS: ZONE INDUSTRIAL A ° SHOPPING CENTER-PERMITTED USE _ -_.__ __� �� "'- • 2� TOWN OF AGAWAM BERKSHIRE COUNTY, MASSACHUSETTS 144746 EXISTING WALDBAUM'S FOOD MART (62,635 t S.F.) 2.34' ty 3. BULK REQUIREMENTS: _ M (TO BE DEMOLISHED) \ REQUIRED PROPOSED 48.0' . . . . . . . .i. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .t. . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ MIN. LOT AREA 40,000 S.F. 285,590 ± S.F. I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7.6,.0.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MIN. FRONT YARD 40 FT. 23 FT. + -� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L:. . . SAME AS EXIST.) t.'.'.'.'-'A..1.'. ."•. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�. . . . . . . . . . . . .�� :,� '._.. . . ..•........'.. '.'.'.'...'.'... ... ....... ... .. 3ga. i MIN. REAR YARD 15 FT. N/A ..► . - . -L . . . . . . . . . . . . . . . . . . . . . . . . . . . .•.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . .f. . . . . . . . . . .F~.'.'.'.'.'.'.'.'.'.'.'-'.'.i :.'. t MIN. SIDE YARD 25 FT. 141 FT. t L'. . . . .' '.'.'.'.'-'.'.'.'.'.'.'.'. .'.'.'.".'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .. 3 t . . . . . . . . . .'I . . . . . . . . . . .'.'.'.I.'. . . . . . . . . . . . . . EXISTING 4600 :. . . ...:..... ... . . . . . . . . . .I. . . . . . . . . . . . . . 1 ..'...-.'...'.'.'.'.'.'.'.'..^1 t - MAX. BLDG. HEIGHT: 40 FT. 35 FT. ST + RETAIL EXISTING . . . . . . . . . . . . . . . . . . . . . . .j. . .L' € , . . � E SPACE (TO BUILDING (TO : : . . . . . . . . . . . . ..'.'. .'.'.'.'.'.'.'.'.'. . . .'.'.'.'. (.'_;;'�_'_:_:. _:!. . . .'• .. . . . . . . .;. .. . . . . . . . . . . . . .: :. . . . . . . . . . . . .:. tt MAX. LOT COVERAGE: 50% 27 t % REMAIN) REMAIN) I ....'.'. . . .'. . i. . . . . . . . . . . . . . .*. '41.0 t L-10 . . .............:.... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I. . . . . . . . . . . . . .;.` :: . . . t 9.92 �; 65.v. '.'.'. . .. . . ..'.'.'.'.'.'.".'.'.'.'. . .. . . . . . . . . . . . . . .I. . . . . . �.: �, 4. PARKING: . . . . . . . .'. . . . ....'.'.'.'...'.'.'.'.'.'.'.'.'j..'.'.'.'.'.'.'.'.'.'.'. . .�. ' t } ' REQUIRE PROVIDE R=400.00 MIN. STALL SIZE 9'8' 9' X 18 TRASH pR4P�SED 59 084 S.F ' .'.': .'. .'. . . w . . . :. .' . z 2D'x20' .. . ... . ........... .. ..............._......... . . . . . ...:...:... . ........•.•...•.• SUPERFOUO MARKET .�' .' {' .. , ��.'. . .'.`'. 1 0 26 . . . . . . t.'. . . 10 REQUIRED PARKING o . . . .:.: :.:.:.:.:. . . . .......:. ;.:.:. . . . .:.;. . . . .:. . . . .:.:. . . ...;. . . . .:.:...:....... . . . . . . . . . . . . . . . . . . . . . . . . .'.:.:.:.:.:.:.:.:.:.;.:.;.....'I .:.'�.5 .'.:�.'.:.t.'._.'�:.:j . .I. . A&P REQUIREMENT, 66,918/ 1000 X 5.5 368 SPACES REDID .I 5J ' . . . . . . . 1 ° C� 298 SPACES PROVIDED' Y i 1 M 1 PROPOSED 4800 S.F . . . . . . . . . . . . . . : : : : . . . . . . . . : . . . . . . . . . . . . . . . . . . . . .I.'. . . . . . . .'.:.:- , . _ PROPOSED 3034�.F ., ` _; + 18 AOD L FOR AMES DEPT, STORE) RETAIL SPACE .'.'. . . .'.'.'.'.'.'.'.'.'. . . . .. . . .. . . . .. . I . . I . . . . . . .. . . . . . . . . .� RETAIL'SPACt t i ; PARKING RATIO: 4.4 SPACES/tOOO S.F. L'-'.t '.'.'.'.'. . 1 . t . . , -"r"' t, j` 1t �t t NUMBER OF SPACES WITHIN 200' OF ENTRANCE: 145 SPACES - -.......—--..�, - --• _——_.... —-- — _1 ­— --— - —— — _ I 1' (ti �l. ' y t. . �. . t * BASED ON A+P PARCEL ONE AREA . . . . . . . . . . . . . . . . . . 1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •.'.'. . . . . . . . . . . . . .`.'. . . . . . .�.1`:. .� -; i' ; 15 ; j t wrs s.. . . . . . . . . . . . . . . . . . . . . . . . - j ` t ` �, 18.0 30.0 :. . €': -�.,._.� ., __ __ _ �.—-.__. .,_ _ _ . _. _. _ Y J'. . . . . . . .i.'i'. . e . 1. . 4. . 4. . . . . . . . ) 5. THE BOUNDARY OF THE SUBJECT PARCEL HAS BEEN PREPARED USING METHODS OTHER THAN z a (TYP.} '0 1 I PROP. 12' WIDE CONCRETE WALK _ t `, APPROXIMATE LOCATION OF DEED INFORMATION AND ITS ACCURACY IS NOT INTENDED FOR USE OTHER THAN THIS CONCEPT p N 65. - PARCEL LINE FLAN. ra X I I N i i .� E•' PROPOSED } EXTERIOR WAIL Cq EXISTING 16,750 S.F t E" RETAIL SPACE (TO REMAIN) a � i 1 ��wI---k---..1---�- •`-' '�l I I .I i t ', 1 t i i � i ; s � t ` + � �` 1 Isr I.__..... _— 1 ��., = I _-- —. --- ---- ----_ _ I t t �' 18tt�.0' 24.0' 18.0' Ij �l �. , X t ` —► EXISTING ENTRANCE ONLY- 4nP) I t t =` , �•-- —--,.� ; i 1 t i k I t i t I i ' ! �� ! �_ -� i`—�`� ► � �,� �� ,s �1 tIt i 27.0 _.3 1 1 E 4 k 1 ! ` _ # —y -_t- . •-1 - t—tl ..; I 1 I ► t I i , S`�t t t 14 1 '` ,Z4 t t t = 24 23 t t �� 1� tt (� \ � �,.w ACCESS ROAD % t _ /- 10 10 18 26 24 I I t t1 t i t 6 t i iI ik t 6tt, �t `�`Y'fipN-�•} ' ea��_� � t 4t � t \ ' ' `"� � EXISTING ACCESS ROAD TO BE MODIFIED y-f , / WIDENED TO 30' OR MAXIMUM 7 r / AMOUNT ALLOWABLE WITHO �• 7 a / 7N1 !t ! ` �� I `L DISTURBING STEEP SLOPES UT pp p, EXSTIN SHED (TO BE OEMOUSHED) "`✓ G +� SPRINGFIELD STREET ,� 'TIRS OON�EPT D W04 WAS PREPARED sAWEID ON WORNATIOlF PRESENTED TO 7M$WIDE V W OWNER AT THE IW OF DRAWING PREPARAWL M CONCEPT LAYOUT S MUM A DESIRED CDHFRxIRAnON REQUESTED BY THE WO AND ADJUSTED WED ON A PREWNW REVIEW OF THE APPLICABLE ZONN AND LAND WELOPIrENT OROlwvtces.AS A RESULT,THE LKELIHOOD OF APPROVAL OF TM DEVEI NNENr PUN CAN ONLY BE DEFROi1YELY EVALUATED AFTER A eDmptM SITE OvESTICATION IS PERFORMED' i " m BOHLE NGI P61NGO _ X16 •CIVIL & CONSULTING ENGINEERS- PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS, NORTH WALES, PENNSYLVANIA 362 TURNPIKE ROAD, SUITE 105 VALLEY STREAM. NEW YORK (215) 393-8300 SOUTHBORO, MA 01772 (516) 872-20W STERLING, VIRGINIA 1WATCHUNG, NEW JERSEY (703) 709-9500 (508) 480-9900 (908) 668-8300 PROJECT: PROP. SUPER FOOD MART TITLE: GRAPHIC SCALE AGAWAM SHOPPING CENTER FOR 1 FRANKLIN REALITY rn PLAN SPRINGFIELD STREET & WALNUT EST. CONCEPT AGAWAM MASSACHUSETTS • 40 0 ZO 4p 80 120 t3 ID r r- SCALE:(H) 1 =40' DATE: L.H. BOHLER S.P. DECOURSEY 'l ,,13,°0 SHEET No: E DRAWN BY: PROJECT No: ( IN FEET ) a 0 SSR W99425 1 inch = 40 ft. CHECKED BY: CAD I,D. J: a m PROFESSIONAL ENGINEER PROFESSIONAL ENGINEER WDG 99425.P-3 OF 1 0 p NEW JERSEY LICENSE No. 27410 MASSACHUSETTS LICENSE No. 36424 PENNSYLVANIA LICENSE No. 37184 NEW HAMPSHIRE LICENSE No, 9308 REV NO NEW YORK LICENSE No. 63409 MAINE LICENSE No. 8408 CONNECTICUT LICENSE No. 17518 VERMONT LICENSE No. 7110 MASSACHUSETTS LICENSE No. 37025 CONSTRUCTION CHECK DATE 1 1 I . - I f 0 EX#STING AMES DEPARTMENT STORE r V GENERAL NOTES : 1 1. BUILDING AREA; 1 , EXISTING RETAIL TO REMAIN— 21,350 PROPOSED RETAIL— 7,834 O PROPOSED SUPER FOOD MART— 59,084 20 TOTAL— 88,268 410 2. ZONING ANALYSIS: ZONE INDUSTRIAL A 5 5 0,0 0' � ti-- SHOPPING CENTER-PERMITTED USE ,.. - TOWN OF AGAWAM BERKSHIRE COUNTY, MASSACHUSETTS PROPOSED RIGHT OF 3. BUILDING AREAS: .�, WAY LINE ,.- AGAWAM SHOPPING COURT doI 0 _ /, SUPER FOODMART 59,084 S.F. _ PROPOSEQ RETAIL 7834 S.F. EXISTING RETAIL TO REMAIN 21,350 S.F. 144.46 o EXISTING WALDBAUM'S FOOD MART (62.635 f S.F.) 2.34 1. TOTAL 88,268 S.F. EXISTING RIGHT .� y OF WAY LINE {TO BE DEMOLISHED) \ COMP y �. � �- -' -� 4. BULK REQUIREMENTS: . . . . . . . . . . . . . . . . . . ,. . . . . . . . . . . . . . . . . . . �, 1 RE UIRED PROPOSED 376r.0. . . y I � � � . . . . . . . . . - _ . .�_,. . . . . . . . . . . . . . . . . . . d . .� 1 MIN: LOT AREA 40,000 S.F. 285,590 f S.F. fa . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . � I. ? MIN. FRONT YARD 40 FT. 40 FT. y i!m a } . . ... . . . ... . ... .. . . . , I. ,#g0, (N . . . . . . ... I MIN: REAR YARD 25 FT, N/A EXISTING 4600 ! 4 I. . . . . . . . . t. . . . . . . . . . . . . .:I:. .. ST t RETAIL EXISTING . . . . . . . . !.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MIN. SIDE YARD 25 FT. 101 FT. a SPACE TO BUILDING (TO I'y ; . j. �. L -1 . . . # . . . . . . . PROPOSED SCREEN REMAIN) REMAIN) .. ! �� :. . . ; . . . . . . . . . .'I'. . !y WALL MAX, BLDG. HEIGHT. 40 FT. 35 FT. . � -- . . . . . . . . . . �. . . . ,. . . . 41.0` ,y L=109.92' 30:0 -�\ / MAX: LOT COVERAGE: 5d7 27 ± R=400.00 3 55,Eft 0': :. . ::. .. : ; . ... .{ .... . :. ,. . . . . . . . . . . . . . . . . . . . . . � . ,1fG{4tASH . . . . . .". . . . . . . . .' . . . . . . . .s. . . . . . . . . . . t. 1 5. PARKING: Q . . . ........ ... : PROPOSED 59,084 S.F I . . . i ry ...,. :`:1. . :,`. . . . 1 REQUIRE p PROVIDED . . . . . . . . . . . . . . . . . 1 26 20'x20' . ' ' SUPER FOODMART I. . .C�;. . .5; .'.',' :,. . .t. .' `. .'.'.'. .'.'.'. MIN. STALL SIZE 9' X 18, 9' X 18' 4, . . . . i . . l , . . . . . . . . . , co .10 - �. . .�. .�. .�.�. . .�. . .�.�.�. . �.� .�.�.�.�.�.�. . .�.'.�.�.�.�.".�. . .-.'.�.".�.�. .�. .'.'. . . . . . . . . . . . .'. . . . . ..�.�.�.�.�. . .�. .�. .� �.�.�. � �.�.�.�. . . . . . . . . . . . . . REQUIRED PARKING .. . . . . . .. . . . . . . _. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . .. . .'. . . . . . . . . . r ;.' - A&P REQUIREMENT: 66,918 1000 X 5,5 = SPACES REOT Q # i -- PROP�SED 41800 $.F o . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .i. . � G'• �� t. PROPOSED 3034 � `,-• � - �—�_ . . - . . . . .'I'. . . . . . . . . ., . . . t ` 294 SPACES PROVIDED' RETAIL SPACE i. , . . . . . RETAIL sPACL L I + 18 ADD'L F6R AME5 DEFT. STORE) O _. - _.-_.._.... ...._......- _..�.. � ._.... ,._ - . ., . . ,- I l �1 J. ya5. l i y 'ACES/ r r . . . . . . . r.. . . . . . .-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .b.. .�.. . .-�. . r �- :� 4 y. . t PAi'KING 7(ATIO: 4.4 S'ACE�/1ODD S:,.' � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��� . . . . . . . . . . . . . . . . . . . . . . . .. I . . . t } .' �. .". . . :�. . 30.0' -65.0. . . . . . . . . I. �. . .. . .�:_. . . . . . ^ . . . . . . _. . . ._ 30' . . . . . . . . . . . �. . . . . .1. . : . . r�'r. . } . ...�. G . . t , I NUMBER OF SPACES WITHIN 200 OF ENTRANCE: 145 SPACES W - . : . . . ,, ..:. . .�. . ? ; • BASED ON A+P PARCEL ONE AREA . . (TYR.) l . . . . . . . . . . . . . . ;. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r t I APPROXIMATE LOCATON OF x �1 ¢ - - PARCEL LINE W o I 70PY W_WIDE;CONCRETE WALK t 6. THE BOUNDARY OF THE SUBJECT PARCEL HAS BEEN PREPARED USING METHODS OTHER THAN DEED INFORMATION AND ITS ACCURACY IS NOT INTENDED FOR USE OTHER THAN THIS CONCEPT W a o I I # ! ♦. t_.___. T- a y - PLAN. � PROPOSED N m� U1 EXTERIOR WALL I 11 ( `' EXISTING 16,750 S.F t Z RETAIL SPACE (TO REMAIN) I , y -- ff 24.0' 18.0' ••► EXISTING ENTRAN # t j t (TYP.) (TYP.) TYP,) l� } ; �, r - ? 'y - v , } 1 ; ? �. 1 T- i ; . I ._ _ + 1 t ACCESS ROAD _ 26 18 10 10 ET41§TING`ACCESS ROAD TO BE MODIFIED f WIDENED TO 30' OR MAXIMUM /l/ AMOUNT ALLOWABLE WITHOUT ' y} DISTURBING STEEP SLOPES 411* 69 -- EXISTING SHED (TO BE DEMOLISHED) rr rr rr rr HOOOO SPRINGFIELD STREET 'THIS CONCEPT DRAWING WAS PREPARED BASED ON fNFORNAPON PRESENTED 10 THIS OFFICE BY THE OWNER AT THE TIME OF DRAWN PREPARATION, THIS REFLECTS A DESIRED CONFIGURATION REQUESTED 91 THE OWNER AND ADJUSTED BASED ON A PRELIMINARY REVIEW OF THE APPLICABLE ZONING AND LAND D Hj ORDINANCES, AS A RESULT,THE LIKELIHOOD OF APPROVAL OF THIS DEVROPWNT PUN CAN ONLY BE I(FIHITNELY EVALUATED AFTER A COMPLETE SITE INVEST IS PERFORMED.' �VJ I. - - - .,_ __. 4 �C �� C� ill ����� �� liNEER NG,0�, Paco `� �j •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGMEERS• b NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK 0 215 393-8300 x'0 ( } SOUTHHORO MA 0177E WATCHUNG, NEW OJERSEY GA, 00 STERLING, VIf2GINIA [J f '7 ¢ _ (703) 709-9500 (508) 480 9900 (908) 66B--8300 - � ! �� , L Q I�ROJFCT: PROP. SUPER FOODMART TITLF: GRAPHIC SCALE 3� AGAWAM SHOPPING CENTER FOR i FRANKLIN REALITY Y SPR11�1GFIELCI STREET & WALNUT EST. CONCEPT PLAN 2 as o zo ao ao 120 a AGAWAM MASSACHUSETTS - Lo L. H . BOHLER S.P. DECOURSEY SCALE:(v, 1"=4°' DATE: 1/13/00 THEFT No: a V) E DRAWN BY: PROJECT No: ( IN FEET ) Q �� SSR W994 25 CHECKED BY: CAD I.D. 1 inch - 40 ft. PROFESSIONAL ENGINEER PROFESSIONAL ENGINEER WDG 99425.P--3 I OF 1 o � N p NEW JERSEY LICENSE No. 27410 MASSACHU5E7T5 LICENSE No. 36424 uy o PENNSYLVANIA LICENSE No, 37184 NEW HAMPSHIRE LICENSE No. 9308 o N NEW YORK LICENSE No. 63409 MAINE UCLNSL No. 8408 HEV• No. i CONNECTICUT LICENSE No. 17518 VERMONT LICENSE. No. 7110 MASSACHUSETTS LICENSE No. 37!z CONSTRUCTION CHECK DATE m ra co HIGH RISE R=6 0.0 0 ELECTRICAL TOWER A=46°1 1 '47" L=48.38' CHB=S62'44'16"E ' CHD=47.OS' op 00 L=48.59' (DEED) ` ' ' R=40.00 A=49'27'38" L=34.53' CHB=N64'22'11"W CND=33.47' ' R=20.00 D=77'29'00" r L=27.05' SOW J CHB=N65°09'30"E CHD=25.03' 06'00'w 79.3 AGAWAM SLOPPING COURT N76'06'00"W (50' WADE -•- PRIVATE) f BENCHMARK 49.10 pS44tPL Cuv O�gG4t0`Kts AREA � GRANITE PK NAIL SE BENCHMARK BOUND FOUND ELEV.=60.26 � b PK NAIL SET P.O.B. -*. ......� , . . . ........ •. .. r.. - .. _- - EL1V.=90.91 D.B. 7040, PG- 450 (PARCEL I€) GRANITE PORTION OF AGAWAM (ASPHALT ROADWAY) o — r GV MON, FOUND SHOPPING COURT TO psi! �. KING SPACES PHL4sE I DEMOLITIONLIMIT !, PSPFW�Z CURg - f �2a5 Q, \ 44As�4+� BE DISCONTINUED UP/LP I2 UP3263 OF WORK Mw•'(2) Mw PAINTED DER OUBLE YELLOW LINE 94 PK NAIL FOUND PER REF, #5 CUB ON LINE, 0.48' E W/TRANS. ® i H it .�4���' G _r-- d GUTTER LINE r _EDGE OF PAVEMENT_ - _ - GUTTER LiNE _ ASPHALT CURB 421.20' - _ g _ASPHALT CUftB ` GUTTER LINE ` -.i s"YY T_COR� 8�°0 ` PAVEMENTS26S • ---------------- ❑ _ GUTTER TINE � Fj'fl� TA G 5 0 - - ASPHALT ! - - - - - - - ----- - d .r � -� 40.32' EA o QVTJtGriowN ARrA PAVEMENT r i 422.34 nsP'Z cuRB PAINTED w -\ N76'06 00"W 5 0 GRASS r r r am �m.i_r i w� r r r r r �o r err ter- - - --r rwi w�+� r ww �+.+r r r �.w r [I ARROW (TYP.) PARKI SpAC p AREA L UP J326 W/ �' 25.00' BOL 122.00 ! - -- -- -- - - --- ------- EDGE OF PAVEMENT - W 300.34' -- -- � t;H i �ASPHALT �� fi;) wr[T>➢ � - z TocE of PAVE. AREA ucllr --_. ___ _ ! I ; ; E4VE_ 80L � R"�: �' )° CONC. ASPHALT � PAVEMENT ML7AL CONIC. (--,€ _ri I a 1?`�', PAVEMENT CONC. ASPHALT 1 BENCHMARK 25.5' -- N WA K^ STEPS (TYP.} MAT I I I r CONIC. I t STEP- r 1 PAVEMENT i ki - O PK NAIL SET / T-1+ G' MAT 1 IL�,.Lj r,-.7 t-_TT l__ _.7 --•-7- - i i r-- - -�7 r. - -.L _ _ L !p 3 11 4ATiK1 SPAC 5 ELEV.=79.22 °° / / 'T. . . . . , I I .f, r. . . . . i, ? -UP 35 Ili' Ali c�� t15} Iy IY GAS '�' , • I I•i GAS s � �II / METER Q.H. COMPACTOR TRANS. ON 'rr,_� METER '1 x DO OOUIT ok} / 1 GIF1C. PAD , €'; METER �� 1 i 1 1 n , u _n / 50' WIDE EASE. TO WEST. MA. Y / / . A 1 `) GUY + ELEC. 1 n I I K11 54 PC j t i 7_- DOUBLE a PAR , 1 t - - , !! ELECT. CO. PER ASSES. MAP BOL. RAWTE if U-f9Dl. / /� f, I I rr,,1 METER = 1!i ! y�13)1?W i 1 t-- Qt1 AREA LIGHT / nrrAVAIM TC #OCAT,ON MUM FOUND �} I 4 J. - �✓ _ - t e"~ti I � r 1 '�3 OF UTILITY EASEMENT / tD "" CDNC.J I 1 €. PER ASSESSOR'S MAT' � � STOP WHEEL / � � W *i WOK 1 -- I i, J -= ( ) r L ASSESSOR'S MAP No. 1-15 $ LCa / O f T f -r, T I 114 4 l i ti SIGN ® METER 4 "I . 1 I� }I i S 1 w CONC. 1 I I 1 G SIGN BLOCK 1 / 1 STORY �' 9 � � E' '� i � I ['{ i 1 ! �4N�D 4A�� � � m PAItKiN SPA S / o DOCK i I ; I I' I 11A) DIRT G (15) �"�� LOT 9 MASONRY BUILDING ,_, 1 CD r , , 1 AREA, � m z w , ,— :2-- �r. :1 Imo' 1 1 l I _ rr LANDS N/F OF BLOCK 1 / t7cCEPTION T.r ;.J I I I .; 1 i L ASPHALT , �ii a NIRVANA MANAGEMENT CONSULTANTS, ET. AL. PAINTED SOLIDa 1 , PAVEMENT ASPHALT D.B. 4855, PG. 353 R=400.00 LOT 2 PER REF. 17 coC'] .'.i i ii I [ 1 AREA y 1I J fi PAVEMENT a , WHiTE LINES t t0 d t i 4 z�' A=17'3401' z I� = 1;,1 1 i ,LIGHiT1. a " , nrj MPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION 1 { L=122.64 i i ;1�„ €= PAINTED sDUD ` o " / LANDS N/F OF O STRUCTURES AND FOUNDATIONS WITH 501E MATERIALS CONSISTING OF STONE, GRAVEL 1• � .�[• 1 i ,- 1 CHB=N1'7'38'00"E / WILLOWBROOK ASSOCIATES W AND SAND, FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER li I YELLOW LINES PP.) t I i 1 1 lid SPACES 1 , P [y SppC >� CHD=122. 0' CDNC. WHEEL D.B. 7D46, PG. 450 ORGANIC MATTER SEE DEMOLTRQN NOTE15 1 ir' c i Yi l i 13 p 1 ti I a tg) Atfl� (PARCEL 11) OI { ) r.1 j o } 1 ','tI 11 i `lq)[4W1 1 i y r_ j STOP (TYP.) 1 STORY EXISTING CURBING, PAVEMENT, !-;t !! 1 f''T / I MASONRY BUILDING CART RETURN, ETC. TO BE REMOVED L, 1 i i 1 _ i, uyRSG / U-BOL / �fS '.� ;o AREA 1 i I ll i �cFAF EISTTNG LIIAAH TO 8E STRIPPED 41I, MMA50 LIGHTW 1 i do STOCKPILED FOR FUTURE USE. (SEE 'i �VI » Z NO DISTURBANCE BEYOND THIS 'q ! .-\ J T 1 ii aIt �, ppRK1N SpAC DEMOLITION PLAN) :} 41 mil, OD � � / IJHE BLOCK 1 %° `GAS ;1�,'` 11 , ii t15) �j METER / 575'01'DO"E N LOTS 1 4 & 5 - Lim ! cud ' -1 .w 13.DD' ' �.) IIs I �, PAINTED iI ! t ii gf1 w w c� ARROW ES i AREA LIGHT p / o� 1 STORY L LANDS N/F OF r jz = 4 Z I r� } 19, 1 1 1 pry PA3LK pA� i �i � r�i �� AREADOUB LIGHT i� C MASONRY BUILDING EE li 1ii i a FRANKLIN REALTY COMPANY a.g x'tf i t13� i i � (TY]'p.} w , f / c1r�o``� / D.B. 5978, PG. 4Ii8 ~a,drr 1 i i i i i Ii do A� i i i t 11 -•s U-BDL ''Ht'1 ' t `} 1 i ' 1 ` i+ PARKI G SPA GRANITE- , `y NI3'59'DO"E 1 i ♦. , i i!. . . ♦.'!: i. . �, ;;, f DEP. I;. , .A 'f1f [ `1 1 t PA�iS , G' ` Il (15)4A1 � B UN FOUND DEED PARCEL LINE [29.00 (DER Y / / :'. µ - l it # • i4A4' $ ; Imo_ . _ _ 1��. �•� �_i_:s � -- ���� - t �. �_�_ _1_-�� _ .t� l I �. +i113�PA11iiFnPPIt i { s\�1 s 75 zs'oo"E N7BD1'00"W -- t-CONC.W x a= �Y , c SIGN 1„1 � EAVE 41 -� EkVE I I L" i , ! 1 l < ____ ���� a �� - ,. .,, ; `; LOT 5 it5 li � � 25.25 13.OD' -'� _ -1=,.ter-.�.�.a.�-� �.��..� W SIGN 1 STORY 3.75' , 1 ��CONIC. CURB ^ --- � M -� o MASONRY 8UtWING COLUMN 3 --COLUMN :ti= BQL ' t 1'' t 1 ii tit � � CONC. CURB ,r , _ ASPHALT (PARCEL 3} t = HYD, o NO PAItl�MG IV; A += _T PAVEMENT i ,i i4 sli 54A S q - a g � (PARCEL 1} / �/,� _ ; € I ITFP.} -— — — T }— _ -" 1 f i, + ^ wii his) rasp 4�K1 Z' PAINTED SOLID UP/ q „ //. % cD i'' ,�- -»-- -; -�. -T. �� r-r-� ,, ��„� ,-� ,- , i 7. �, -T;-,, f i 1 i a'' o YELLOW RAMP & / D.B. 7040, PG. 450 o d :'. r'1 `-r`1_<=z >� i; 'i ' i i. f = �! 4�-PAINTED SOLID 1 S �r W � - z / / v PAY F ��y .r i [ it %-' � ;'�i-f _ � '� Ii GPAC l 1 'i 1SYE w-� CONC. ,a t�� y 1 1 4 , ! f i , . 'i' f _- €i!J YELLOW LINES PP.) DtPPIM 5 W f A Mw PHONE r- ,d `L O 1 1 k I € 1 i. .', i. � _ ii i, 11 - 'i ih '.i, [E ti 00' WIDE SSE MAP [ I k;',r' �,.c� �'� = � PAINTED SOLID J f; ` l _v� i 1 L ', 10 rz ER METER / { �� Is i,•'; ; i ii € i I _; YELLOW LINES (TYP.) I z f!f` , i i i i 1� 1 1 i y Lt a`i ELECT. CO b I ` 'r' I e LIGHT c i R f! 'i i [, i it r J 1 ii 1', it V _ 1uLA• tr S r ! 1 �' , >� �a (��AF�C,L�S'•` 1 8l 2 • 0 1 1 h --{B) PAINTED PARKING ACES t..:� 1< i 1 i i ` i _ w 0� / GAS U a _ :'. i x f Kl SP• r� o METER .i I _ I; ,y }yf' i i 1 - i `. i 1 ; L ii 1 S-(15) C 1 (� �17 o°o S 13'59 00 W '` 1�W !z i �'," i ., i ( ,1 J S _ iy ` i' i i, �5 't 1 t%li i y i i t oa ^ / '� T I t i i 5 -- A 1 i i p 4PfMK1� 10.00' c5 I n 1. I I 1 t 1 , 1:,l i 1 i [([rc; 11 li i i ` i o m BLOCK 1 /� •� 1 I i 'I £ `i i5) tl � Z LOT 3 EXISTING BUILDING { €1 w} I h 1 }PARKIN SPACS i ' i I I } i i ' r .�';iH„1 i i i 1'; CO i.1 11 I o h 1 f f(2 E)yAiNTED 1 -`': . 1 1 AREA g 10.60' ` [ i��V!, f AREA ;_ ! 5 PAINTED SOLID "' a a (TD REMAIN) i 1 I t I I I I 1 1 I i , 1 S - --" 1 k'; } J 1 i 14 LIGHT vs' -}'~ ,I 1` i pAgK4Hl 54A !ANDS N/F OF Ts7 i I o I I i I i i t , , I_ a t y4 i d r- s p1SiY } 1 } - ! L I G, ) i` J 11 oM I ' ! 15 'FELLOW LINES i S76'01'00"E I t € -i 4 i 1 i } ' I - I , m I 1 } 4 l Z 'j I 1 �'', a 1 '^`� ,6'22'Od' 16.15, J. WILLIAM, JR & CATHERINE P. CUNUFFE 1 O �'1 '!� !a 1' I, �S i 1 y i I t S _�1 ,1_-`- �[ ` I i i i, , 1 �;4'; t 1 U 11 �til u I; t 23-26' P UD N13 59'00"E 0.8. 4033, PG. 1D3 11 !Ii -- 11 tl I Il Y,` + i ;t w14 $ r 1 PAINTED SCUD SRAMP /ice I' I I i i� - I_^ _ - - i I I I i 1 I i 1 y ( 1 ;�P ; i ` 4 4 r i1 + < is 4 Du'flL) GRANITE ' WHITE LINES 32.17' ' ) 17 [ -' II _[ } I t J'I s I I I , , if { , 7`' i t _t 1 h i1 t LIGHT / CURB / /// _ ` {$ I 3 2 '1 Ol / / ///// / / i s/. - _fi L /. 'i r t i. ;. i i- 11 F _H! !I I [ 4 PAINTED I PARKItS(i SPACES I 1 1 4 4 , f ! pOlt•11",Sp y i i 5 1 si $ 1 // /// / // , ,; : '' ' ::', . : I , O 1 ! i L 7.o' ;1 �1 z� _ _ _ i CONIC. CURB GRAVEL AREA -� . -4- I 1 J r1't , , i i :•i i�M. ' EAVE +-CONIC.41ALiC'--� EAVE Z I I 4 Sr i i t , l I, ` 1 , J _-- f , 1 i 5 t '� 1 y ` ± CONIC. WALK -4------- i` I it i _ L_- ^^ , i t t 1 i 1 '` 1 1 i 1� ES sD•n' - ------ ---- ------ i _ -- - --- <'.:',. I t CART` - , ` y i 1 r` i i 1 1 i YS4AC ❑ CONC. CURB EDGE OF PAVEMENT _ ___ -, _ - %"- i 0 r_ -_ --- ----- PAVEMENT M J { y t t i' t i 1 i- Ai11�EO DEP. , ' FpyE_ _- ! RETURN A 1 i _ t` w L� �� ;-- �-- (i5) • i CHANGE COLUMN , , SPEED^ _ _-_ i ' T dT1155 r� ASPHALT __ r' i �i �i i� Y 1--5-- ; i [ ; CUR ' PAINTED SOLID YELLOW LINE ' BUMP __ P -_--.-,----_-_•--- - -,- COLUMN-� -1-_ PAVEMENT APPROX. SAWCUF UNE PHASE I UMITT L r.._ ,L^ � �1 - i i �� #" � i i ti i S �� 1 P.0.8. ' IN CURB ASPHALT {i>P•) I -�---_-- 1 SPEED PAINTED SOLID YELLOW LINE (TYP.) PAINTED SOLID OT WORK (5 GRADING H�AN] l I '` ; .� A i _yam' 1 1 { 1 1 ` 1�G S?a 1 I I I !CK T PAINTED I I BUMP — -- "� — -'.`YELLOW LINES OYP.)- -- D.B. 7D40, PG. 450 ; PAVEMENT r - - PAINTED SOLiD , i i tpAlt i (PARCEL I) ; DEP. YELLOW LINES (TYP.) '-` r ARROW (TYP.) L! i L I SP1�CS �' 1 t 1 , i I i i l i i .•', DOUBLE {`, 1 i -tl6) , i ' VE1MEZn CURB 1 •�? �-'i.r T. i - r- r, , s �=(25) PW3dIE➢i 4ARKIPG i i I I t I i i j L_-� � AREA LIGHT L' 5� - lit C 1 - OVERGROWN �"I, , , �_ � 1 � 1 I 1 l 4 '1 1 I'•;h 1 �'A. SIGN �y 1 < 1 ;l - 1 I I I J 1 I I 1 [ 1 I I T I l PAINTED _ �� AREA `1 _= � ----- i - - n J� t� 1 I f 1 1 [ 1 i i t _; _ --T-f�fr t t s !i 1 ! I 1 •�'� !€ { 4 i I i I 1^, -T-_r^ L 1 [ j i 1 i t r1 I PAINTED SOLID ASPHALT ARROW (TFP.) OVERGROWN WOODED APPROXIMATE LOCATI , $h i i I l 1 ~L ; 1 I I 1 [ ! I, �; 1 G� 11 ' ') PAVEMENT LIGHT 7 Y AREA ' AREA GRASS I L 4 --� - _ L t t L l 00 i YELLOW LINES I OF HIGHWAY EASEMENT , _ N _ PER ASSESSOR'S MAP 1 'r^ I 1 �4- h BPSE . .- wi AREA i— I ��r�- �f 1 I I I I 1 L ) () `', O I I 1 _ ' __ __ 1 1 SP $ o, ; i 4 _ __ ...... _ _ _______ 6•- ---- __ ___ V H ti �, { n I ti �h u ' .i - I I i J 4 a1 i 1 PARK C�'O O �ti. �� 1 ' �� - ...'I _� _ -- -y-__ _-_ _- PARK I s s '"v--= =T •` _ EDGE OF PAVEMENT DOUBLE W I--- - ----+ - - DOUBLE-` Ll', 1 1 1 ! ! s �-r L25) r18 t3� i 9 i I ity,5ppC1 1 1 i l METAL _ METAL z i eL AREA LIGHT °u5 O ^--i '- Jn I T x `�`N AREA LIGHT C t [ 1 1 I cT) 1 O�N J R t y 4 12 A1ptTEDi r l i I GUIDE RAIL - ASPHALT CURB -- __ r H t i I r11 O !I 1 ) i 1 4 _ -_' METAL `'��`GUIDE RAIL w ca c� c� O cv ! ca -r^ - - __- fl } N 4 M i 1 4 l �a Y. ' I ! s r7 OI 1i ! t i T 1 1 L _ -_ \ a -_ - _-z- € -n OII i,) 5 5 1 1 I<< I j 11 i I 1 T CIORR 1 r GUIDE RAIL .\ M a I $ ASPHALT a I a �, � w as Cp ; ASPt� 1 * � o� ASPHALT - -- -�-- --J -- a !, /i i i.. , , d11 ti _ -I---P- PAVEMENT i i , , . all 3 O° LOT 44 tSt�Q 5 i1 i hT I I j ii '1 11 l I L _ �? S xd ci uW = PAVEMENT €CD a �� F h PAINTED DOUBLE YBIOW LONE C7�1 (PARCEL ) ,11 ppl 1 L I i _ __EDG OF PA)P EN{ - - - -- _ - ASPHALT CURB ` O � PAINTED a m LTA 11 i Y ';i.' '� ARROW (TYP) 1 af I 1 ! 1 \ �. GRASS tF° BILLBOARD __ __ _ L.-L' I I I i 1 c� ! --� I 1 STORY !' �' . .; AREA r ,. ---- __ - - - .g J I _z I I PARKING SP CE5 I l GRASS PAINTED <' 1 i x ! 1 I I BRICK BUILDING 1 �-- I ... f, 306.87' ASP OF/LP �39 `�•' - L � I l l I 1 1 (?.�) PAI � l 1 ` '' I I I ! I ¢ i I I 1 [ J HALT CURB I I 1 I.D. SIGN PEDESTRIAN AREA ARROW (1YP.)tZ. < 1 AREA LIGHT � �,'•` j I J I 1 J I I i 4 , ; ' (➢ILAPiDATID) OVERGROWN AREA AREA� ® � & SIGNAL • r.� •..% .� LIGHT CHANGE �, ., .- .I pSPHAI IN CURB SIGN �LP254B9M1 t';; s=:i C� � ��AgvALT WALK -- PF ASPHALT CURB GUY =_ _.� - ASPHALT PATH GRASS AREA �� __-_ - S08'51100"W - GRASS AREA - "�---+ 122.00' 21B.89' 90.26' 38.25' ��- crtAss - HYDRANT ------------------------osm L1NE BENCHMARK 135.40' CURBDERAREA �_ s1cN � culn r�uL stcN- s�cN stcN ~— ¢$7.40' ! -r.'n sg�•22'09"E AREA GRtS S'70'5 0'0 0"E GUY o ASPk1ALT UR8 PK NAIL SET METAL GU!OE RAIL .-ASPHALT WALK '� -•- _ GRASS AREA SIGN SIGN ELEV.=123.75 � 3 5.6 0' (DEED) ASPHALT WALK --� METAL GUIDE RAIL �HYDRANT "�` - ® METAL GUIDE RAIL PAINTED S0L1D WMTE LINE PAINTED SOLID WHITE UNE DPW GRANITE CURB —ASPHALT WALK -� P.O.B. DPV,+ COVER COVER CHANGE �-ASPHALT WALK - UP/LP 1�9 IN CURB O) WORK (SEE GRADING PLAN ASPHALT CURB D.B. 5976, PG. 468 EXISTING GUARD RAIL TO PNNi1 D SOLID WHtTf LINE (PARCEL 3) ( TO BE RELOCATED) S75'50'0D"E ) � uP cur uP P.0.6. P.O.B. 143.94' ➢.B. 5978, PG. 468 D.B. 5978, PG. 468 549 D.B. 5978, PG. 468 �11645 D.B. 4033, PG. 103 (PARCEL 1) (PARCEL 2) (PARCEL 4) PHASE H DEMOLITION LIMIT OF WORK (SEE GRADING PLAN) SPRINGFIELD STREET (PUBLIC - VARIABLE WIDTH R.O.W.) (ASPHALT ROADWAY) GRAPHIC SCALE 30 0 15 30 60 120 t13 ( IN FEET ) 1 inch = 30 ft. Q ry Q LO DEMOLITION NOTES: Vi 1. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN STRICT ADHERENCE TO 9, DEMOLISH AND REMOVE ALL FOUNDATION WALLS, FOOTINGS AND OTHER 13. USE WATERING, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS, AS 16. REMOVE FROM THE DESIGNATED SITE, AT THE EARLIEST POSSIBLE TIME, ALL m I -� ALL FEDERAL, STATE AND LOCAL REGULATIONS. �`0 � E! MATERIALS WITHIN THE AREA OF THE DESIGNATED FUTURE BUILDINGS. ALL OTHER NECESSARY TO LIMIT THE AMOUNT OF DUST AND DIRT RISING AND SCATTERING IN DEBRIS, RUBBISH, SALVAGEABLE ITEMS, HAZARDOUS AND COMBUSTIBLE SERVICES. 1 I �- NGo� 1w FOUNDATION SYSTEMS, iF ANY, SHALL BE DEMOLISHED TO A DEPTH OF NOT LESS THE AIR. CLEAN ADJACENT STRUCTURE AND IMPROVEMENTS OF ALL DUST AND REMOVED MATERIALS MAY NOT BE STORED, SOLD OR BURNED ON THE SITE. •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- 2. PROCEED WITH DEMOLITION IN A SYSTEMATIC MANNER, FROM THE TOP OF THE DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. RETURN ALL ADJACENT AREAS NORTH WALES, PENNSYLVANIA VALLEY STREAM, NEW YORK _,_,, THAN ONE FOOT BELOW PROPOSED PAVEMENT GRADE. BREAK BASEMENT FLOOR REMOVAL OF HAZARDOUS AND COMBUSTIBLE MATERIALS SHALL 13E ACCOMPLISHED � STRUCTURE(S) TO THE GROUND. SLABS_ SEAL ALL OPEN UTILITY LINES WITH CONCRETE_ TO THE CONDITIONS EXISTING PRIOR TO THE START OF WORK- IN ACCORDANCE WITH THE PROCEDURES AS AUTHORIZED BY THE FIRE 352 TURNPIKE ROAD SUITE 105 4 (215) 393-8300 S'OUTHBORO, MA 01772 (516) 872-2000 cn 3. COMPLETE DEMOLITION WORK ABOVE EACH FLOOR OR TIER BEFORE 14. ACCOMPLISH AND PERFORM THE DEMOLITION IN SUCH A MANNER AS TO DEPARTMENT OR OTHER APPROPRIATE REGULATORY AGENCIES AND DEPARTMENTS. STERLING, VIRGINIA WATCHUNG, NEW JERSEY DISTURBING ANY OF THE SUPPORTING MEMBERS OF THE LOWER LEVELS. 10. ERECT AND MAINTAIN COVERED PASSAGEWAYS IN ORDER TO PROVIDE A SAFE PREVENT THE UNAUTHORIZED ENTRY OF PERSONS AT ANY TIME. (703) 7D9-9500 508 480-9900 PASSAGE FOR PERSONS AROUND THE AREA OF DEMOLITION. CONDUCT ALL 17. DISCONNECT, SHUT OFF AND SEAL IN CONCRETE UTILITIES SERVING THE ( � (soa) 668-8300 Cu DEMOLITION OPERATIONS IN A MANNER THAT WILL PREVENT DAMAGE AND STRUCTURE(S) TO BE DEMOLISHED BEFORE THE COMMENCEMENT OF THEThe Great Atlantic & Pacific Tea Co. Inc.4_ DEMOLISH CONCRETE AND MASONRY IN ALL SECTIONS. PERSONNEL INJURY TO STRUCTURES, ADJACENT BUILDINGS AND ALL PERSONS. 15. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE DESIGNATED DEMOLITION- MARK FOR POSITION ALL UTILITY DRAINAGE AND PROJECT: PROPOSED .SUPER FOODMART TITLE. DEMOLITION r�i, DEMOLITION OF STRUCTURES AND FOUNDATIONS WITH SOIL MATERIALS CONSISTING SANITARY LIMES AND PROTECT ALL ACTIVE LINES. CLEARLY IDENTIFY BEFORE THE SPRINGFIELD STREET & WALNUT STREET EXTENSION 4 5. REMOVE STRUCTURAL FRAMING MEMBERS AND LOWER THEM TO THE GROUND 11. REFRAIN FROM USING EXPLOSIVES WiTHOUT PRIOR WRITTEN CONSENT OF THE OF STONE, GRAVEL AND SAND, FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, COMMENCEMENT OF DEMOLITION SERVICES THE REQUIRED INTERRUPTION OF LOTS 1, 4, & 5, BLOCK 1 TOWN OF AGAWAM BY MEANS OF HOISTS, DERRICKS OR OTHER SUITABLE METHODS_ GREAT ATLANTIC & PACIFIC TEA COMPANY, INC. AND APPLICABLE GOVERNMENTAL ROOTS AND OTHER ORGANIC MATTER. STONES USED WILL NOT BE LARGER THAN ACTIVE SYSTEMS THAT MAY AFFECT OTHER PARTIES, AND NOTIFY ALL APPLICABLE ��� HAMPDEN COUNTY COMMENWEALTH USETTS Cn AUTHORITIES. 6 INCHES IN DIMENSION. MATERIAL FROM DEMOLITION MAY NOT BE USED AS UTILITY COMPANIES TO INSURE THE CONTINUATION OF SERVICE_ SCALE: 1"=30' DATE: CM 6- BREAK UP CONCRETE SLABS-DN-GRADE, UNLESS OTHERWISE DIRECTED BY L. BOHLER THE GREAT ATLANTIC & PACIFIC TEA COMPANY, INC- FILL. PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY 09/21 Epp SHEET No: 12_ CONDUCT DEMOLITION SERVICES IN SUCH A MANNER TO INSURE MINIMUM ACTION IN ORDER TO INSURE THAT AREAS TO BE FILLED ARE FREE. OF STANDING E , , VIAL (y) INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT FACILITIES. WATER, FROZEN MATERIAL, TRASH, DEBRIS, PLACE FILL MATERIALS IN HORIZONTAL E DRAWN BY: PROJECT No 4 7. LOCATE DEMOLITION EQUIPMENT THROUGHOUT THE STRUCTURE AND REMOVE DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIED FACILITIES LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER v � � �� MAM W99425 MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, WITHOUT PRIOR WRITTEN PERMISSION OF THE GREAT ATLANTIC & PACIFIC TEA AT PLACEMENT TO 95% OPTIMUM DENSITY. GRADE THE SURFACE TO MEET FLOORS, OR FRAMING. COMPANY, INC. AND APPLICABLE GOVERNMENTAL AUTHORITIES- PROVIDE ALTERNATIVE ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. CHECKED BY: CAD I.Q. )00� ` < ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS. IF REQUIRED BY APPLICABLE PROFESSIONAL ENGINEER P F A ^ ri -R 5$R W9J425ss2 OF 9 8. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING AND SUPPORTS TO NEW JERSEY LICENSE No. 27410 MA 42644 GOVERNMENTAL REGULATIONS. o PENNSYLVANIA LICENSE No. 3718a CONE 21$54 PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURES TO BE NLNN YORK LICENSE No. 63409 CONE UCt 0 REV' No. DEMOLISHED (AND ADJACENT FACILITIES, iF APPLICABLE). 2 > CONNEC71CUT LICENSE NoL_u . 17518 NEW JERSEY LICENSE No. 37773 O MASSACHUSETTS LICENSE No. 37025 CONSTRUCTION CHECK DATE - - • tx NEW YORK LICENSE No. 071264 C {/ r e EXISTING AMES DEPARTMENT STORE V GENERAL NOTES . f � I 1. BUILDING AREA; f EXISTING RETAIL TO REMAIN- 21,350 PROPOSED RETAIL- 7,834 ' PROPOSED SUPER FOOD MART- 59,084 2� TOTAL- 88,268 r 2. ZONING ANALYSIS: ZONE INDUSTRIAL A 55O�O' SHOPPING CENTER-PERMITTED USE r r r r - .,. •, -_...__-- '`.:,` �� TOWN OF AGAWAM BERKSHIRE COUNTY, MASSACHUSETTS PROPOSED RIGHT OF WAY LINE -- AGAWAM SHOPPING COURT f Y 3. BUILDING AREAS; _ p _ _ __ -ill_ i ~� 2��• ` SUPER FOODMART 59,084 S.F. f PROPOSED RETAIL 7834 S.F. EXISTING RETAIL TO REMAIN 21,35D S.F.- EXISTING 14 1 A _ EXISTING WALDBAUM'S FOOD MART (62,635 t S.F.) �2,34' + 'r `s TOTAL 21,350 S.F. _ `EXISTING RIGHT v i OF WAY LINE (T0 BE DEMOLISHED} \ 1} 48,0' f COMP i t 4. BULK REQUIREMENTS: . . . . . . . . . � REQUIRE PROPOSED 1. . . . . . . . . . .. 0 37 .0� . .; . . . . . 1 MIN. LOT AREA 40,000 S.F. 285,590 ± S.F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . y . . '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r'. I! 1, MIN. FRONT YARD 40 FT. 40 FT. lim 1 ' p IF. . . . . . . . . . . . . I . .. . ;. . . . . . . . . . . . . . :': �.0, - EXISTING 4&00 �+ _ :' . . . . . . i. . . . . -; MIN, REAR YARD 25 FT. N/A n1 �EXISTiNG.. .. (' . .. . I. . . . . . S.F t RETAIL . . . . . . . . . .[1•^� . . . . . . . . . . . . . . . . . :. . . . . . . . . . . i . MIN. SIDE YARD 25 FT. 101 FT. ± SPACE (TO BUILOING (TO 'll . . j -: .-. . . . . . . . . . . . . . . . PROPOSED SCREEN L. ._ __i . . . . . . . . . . I REMAIN) REMAIN) ... '. . . . ��."). . . . . _ . , . . . . . . . I . ; WALL MAX. BLDG. HEIGHT: 40 FT. 35 FT. �. . �� . . 27 ± % Y v, . . . . . . . . . . . I . . . . . . . . 1 . . . . . . . . . . �. MAX. LOT COVERAGE: 507 R=400.00 3 �; sS:D' : . . � ', r- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i (V z >LIWASH . . . I . i. . .; t 5. PARKING: f PROPOSED 59,084 S.F . . . I :r-.:..; 4. : . . , �-- t � � R PROV,DED 21 26 SUPER FOODMART . . . . . . . . . . . . . C . . . . . . . . . . . . MIN. STALL SIZE 9' X 18, 9' X 18, oI . . , . , . . . . . . . . . . . . .,. . .I. . �;. ."4. .', 10 Cp I . . . . . . . . . . . . . . . . .. '.'.'. ....... ! I. . . . . .` W REQUIRED PARKING ' ". .i :" . .t. . . . . . . . . . . . . A&P REQUIREMENT: 66,918/ 1000 X 5.5 = 368 SPACES REQ'D U PROPOSED 41B00 S.F ... . . . . . . �? PROPOSED 3034 �, y __----- Z RETAIL SPACE I �- .. RETAIL SPACE' } � ) I I 294 SPACES PROVIDED. p j . . . . . . . `. _ . . ___. ._:.:_. . . . . . . . . . . . . . . . . . . ! 1 y . 1 s 1 j" >t I �, (+ 18 ADDT FOR AMES DEPT, STORE) ~ r . . . . . . . . Y :_..__ _....._ __.-_ _.� w,..._ . _ ._ .- _.a_. w J ; l 1. _4. t 1ti. z 1 S/ r f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .' i. .1.'." ` PA.<KING tATlO: 4.2 5'ACE�, 10JD S.F. Z y. . . 1.._ . : ` . . . . .�. `t'.' : . . '�. . A. .'� ENTRANCE 145 SPACES �i 18,0' 3D.0, 65.0.. . . . . . . � .. __. _: . . . .:-- �3 0 }.. 5 / NUMBER OF SPACES WITHIN 2D0' OF ; 1' . . . . . . . . . _ I BASED E-4 . . . . . . . . . . . . . . APPROXIMATE IOCAT)N ON A+P PARCEL ONE AREA . . . . . . . . . . . Q __.__-__..- PROXIMATE t: OF _ �. � .�— ..- t• ' PARCEL LINE W � a ` _ _?RDP 10'-�IDEICONCRET "WANK - E 6. THE BOUNDARY OF THE SUBJECT PARCEL HAS BEEN PREPARED USING METHODS OTHER THAN ., w _. ._ .. �. I ' DEED INFORMATION AND ITS ACCURACY IS NOT INTENDED FOR USE OTHER THAN THIS CONCEPT .A _ PLAN. PROPOSED `y '1 4 fi- i EXTERIOR WALL 1, 1 _ 30.0' EXISTING 16,750 S.F ± Z RETAIL SPACE (TO REMAIN) 240k 18.0' I J 1 t1 mil/ •-► EXISTING ENTRAN I } t ~ (TYP.) (TYP.) (TYP.) i I♦ 1 ! �, _!- `ti; t It _ t y �1 t' I i 1 I -l- ... 4- , _ _11 ACC D 1 D f D 18 26 24 ? I ! ly- 11 I! 26 I 24 , i 24 24 21 y '; )4 - . t __EASPNG"ACCESS ROAD TO BE MODIFIED \ WIDENED TO 30' OR MAXIMUM AMOUNT ALLOWABLE WITHOUT - - - ' DISTURBING STEEP SLOPES 69 ! -w SHED (TO BE DEMOLISHED) - - _ r r r r•rr�w r r w~ 0 5PRINGFIELD STREET 'THIS CONCEPT DRAWING WAS PREPARED BASED ON INFORMATION PRESENTED TO THIS CFrICE BY THE OWNER AT THE TIME OF DRAWING PREPARATfON, THIS CONCEPT lAY �O REFLECTS A DESIRED CONFIGURATION REQUESTED BY THE OWNER AND ADJUSTED BASED ON A PRELIMINARY REVIEW OF THE APPLICABLE ZONING AND LAND DEVELOPMENT CRD4NANCES.AS A RESULT,THE LIKELIINOOO OF APPROVAL OF THIS DEVELOPMENT PLAN CAN ONLY BE DEFINITIVELY EVALUATED AFTER A COMPLETE STI£INVESTIGATION '(i f PERFORATED, +/ 0 �. r —_ - - N , - I il 1,t "a 101'Pu Ell 1 LE ENG im] 111, ` • CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• � NORTH WALES, PENNSYLVANIA VALLEY STREAM, NEW YOF'.K 73 352 TURNPIKE ROAD, SUITE 105 E n 0 (215 393-830D rtTVlf ) SOUTHBORO MA 01772 (s16) 8 NEW STERLING, VIRGINIA � WATCHUNG, NEW JERSEY t1 V 2 (7C3) 709--9500 (505) 480--9900 (908) 668-8300 a PROP. SUPER FOODMART Q PROJECT: AGAWAM SHOPPING CENTER FOR 1 FRANKLIN REALITY TITLE: GRAPHIC SCALE CONCEPT PLAN SPRINGFIELD STREET & WALNUT EST. a AGAWAM, MASSACHUSETTS 40 0 20 40 BID 120 m C9 — -._ yBOHLER S.P. DECOURSEY SALE' H ,"-4°' °ATE Y ` (V) 1/13/Ol SHEET No: a L. H .• R • DRAWN BY: PROJECT No: ( IN FEET ) 0 SSR W99425 1 inch = 40 ft, 0 CHECKED BY: CAD I.D. !: o PROFESSIONAL ENGINEER PROFESSIONAL ENGINEER WDG 99425,P-3 11 OF 1 N NEW JERSEY LICENSE No. 27410 MASSACHUSETTS LICENSE No. 36424 u) PENNSYLVANIA LICENSE No. 37184 NEW HAMPSHIRE LICENSE No. 9308 NEW YORK LICENSE No. 634D9 MAINE LICENSE No. 8408 REV. N0. > CONNECTICUT LICENSE No. 17518 VERMONT LICENSE No. 7110 04 MASSACHUSETTS f_ICLNSE No. 37025 CONSTRUCTION CHECK DATE i D p FOIE D p D p C) C) 1) D D D D D p D r—ai U 3 NAT ;Tnj,L5� A 3 3 71 �rv9l�; ❑ o WA 3 A(Q JJ5 Ll IT 7X , 3 9=60.OD Ap r.4a.»'(orro) Y,<L k . R=40.0o CNE=562'44'16"C e=aa n'sa 3 5, CH9=NW22'11"w� Y t n=77.2900' 150'w0E-aIWnE) CH0-!l.a7' L-27.D5 N76b6.00"w AGAWAM SHOPPING COURT rp. AN's �CHB-N55.09'!0"E 79.lt' ff `ewie rope q � gyp` a �p.p x 2Ds10 , .O`d a - 526.2!'OD"W 11 04 tea.co,vu css s.rw g � I HF17. T INDEX orro Village Museum g, E OT Z IYtQfI c LOCK , ] - 1d7 R Rca I,, '�` BLOC✓.I - 1 'I Or 9 1 I �/ t 9 rr U ` z 1 l LOTS BLOC 4! 5 I+ 1'1 1 1 , V rer.�oa.Y'w[uxwa u.r L Y t R .�F 1 L i_ i I O i 9 •;"# - �'� I = � 1�1, � l V �., ,�1 _ SITE ��100 IW ,,� � � DEIE� _. _ITION PLAN LOT 5 15G s»r ► N�-1 g g a s FJ,SE.TOl R = SITE PLAN 3 of 9 .sscs5 — •° e EDT , z> GRADING & DRAINAGE PLAN 4 of 9 'Briens Corners H BLOCK ,LaiIR R.R�s I � �. Ynon.a Imtd o uuv C I { UTILITY PLAN 5 of 9 P P Q LANDSCAPE & LIGHTING PLAN 6 of 9 I ' a r .6 a EDT. DETAILS o s LOT ., � 7 of 9 w P l06.67 i DETAILS 8 of 9 sacsr0o"w 57V50'ODLE 467,a0 56T 32'0B"E . x DETAILS ' 9 o f 9 143.94'00"E ,4ls4' rater SPRINGFIELD STREET BOUNDARY & TOPOGRAPHIC SURVEY 1 of 1 AREA MAP N.T.S. N.T.S. PREPARED BY LJ_FR E I ..B RING PIS YVILLiAM D � �• � .�:,,..,. 352 TURNPIKE ROAD SUITE 105 G � lee" Ito Q SOUTHBOR0,1, MASSACHUSETTS 01772 0 B0 508)480-9900 Q r � H- ME P _ENGINEEpt-IN—G. lim _C:] • CIVIL & CONSULTING ENGINEEiRS+ PROJECT MANAGERS + ENVIRONMENTAL & SITE PLANNERS + MUNICIPAL ENGINEERS* Co NCRTH WALES, PENNSvLV'AN;C VALLEY STREAM, "JEW YORK (z1s) 3g3-8300 352 TURNPIKE ROAD, SUITE 105 s1 F STERLING, VIRGINIA SOUTHBORO, MA 01772 � z000 ra WATCHUNG. NEW JERSEY (703) 709-9500 (508) 480-9900 � (908) 668-8300 PROJECT: 1 Franklin Realty TITLE: 2 PROPOSED SUPER FOLDMART Cu :I_ SPRINGFIELD STREET & WALNUT STREET EXTENSION COVER SHEET rn LOTS 1, 4 & 5 BLOCK 1 TOWN OF AGAWAM z HAMPDEN COUNTY, COMMDNWEALTH OF MASSACHUSETTS r� 2 I BOHLER 'GALE ( ) "-30' DA?E SHEET No:09/21/00L. K . 0 BEL I F DRA BY: PROJECT No: a MAM W99425 f r� a i o ♦ CKED BY: CAD I.D. #: CL PROFESSIONAL ENGINEER P<C=�S�I�; �;;�L - SSR W99425cv0 OF g p NEW JERSEY LICENSE No. 27410 MASSACHUSETTS LICENSE No, 42644 PENNSYLVANIA LICENSE No. 37184 CONNECTICUT LICENSE NoL 21854 {NFU. Na Q o ccNEW YORK LICENSE No 63409 MAINE LICENSE No. 9490 w MASSACHUSETTS LICENSE Ncr. 3702`_` NEW YORK LICENSE No. 071284 CONSTRUCTION CHECK DATE 1 Lu ONN CTICUT LICENSE No 17516 NEW JERSEY LICENSE No. 37773 LD m a P: \99\GENERAL\A&P-AGAWAM\dwg\w99425ss4.dwg Fri Nov 17 16: 16: 12 2000 pM� m �V � m A pW -i - d WALNUT STREET EXTENSION N 69V as m A' r D' = j V) � r L J orm< A oAo � � mm co � A �� (PUBLIC - VAR. WIDTH R.O.W.) ozv Z O V)y 0 �1 m D 'm N G r m Z Z O o z v C O p p O v-,v m O V1 m (ml N m m fm*1 A m r' o O �p D p <O- AO Dm ON = Dr7 N r0 UP O z m >D o O =C 00 <p 0 (ASPHALT ROADWAY) 0zA V)r O OO Z O Ox DO FBI O GP D A Z z C A "O = p m D O W �zz om O z ti z m m O FLsr� _ v, o bm i n om D O O Z V)Dr m = O � Z q � O YELLOW LINE PAINTED DOUBLE YELLOW LINE c _ 9zo m o O O V) Om m D N Z A r0 0 m O �,�" m \ PAINTED DOUBLE cm o m - \ li PAINTED SOLID NEED DOUBLE YEL OW LINE zmm � � � � A> o c � Oco ovmi Q - >� o A --- o m m y x v �, W M> v o z z O z O m LANDSCAPED AREA o m ,� c WHIIF LINE z T ___-__ ` PAINTED WHITE LINE --- w > z m O m no �Z D O r. 0 Z D D� H \ gym. GRANITE CUR - ""�""_-- ro N �� GRANITE CURB — — — — GRANITE CURB O o m-I � o O AD m CrJ GRASS AREA �-o SOS°51'00"h1 1 0 A D Z O Z Z W D m-I m CO X x O G0 A A O O< � C O ASPHALT WALK - ri — 93.?_ o c� Grp o 0 _ A o � I Ox m0 0 � �W �m N � W GRASS AREA - �- f a _xx I I I o n m z� z Co�_ m o m - �- n o _ o g .0 ��Ez �P�I EDP aNc P cE ASP ALT t7m o— — — — — _ n A to z o vl ��O p.O o0°,(6) INffD ARKIIIG PACEo <= Z D D Z m a c, c m N o PA MEM F-• - / E N m p < C N D A V)�1 n mb c� c n Z W- m r z C Z V1 'I O m y ,"'„ CONC. m A c co co zz� ONC. IRE a -O O _ cn 0 0> D -I z I+l Dr m 00 K A J m LO 0 m O V) O A z m GRANITE CURB F 1393 OR�✓T o .I --CONC. WALK HEAVE - O� CONC. WALK z ow o m z x o m o V\� AA I \VAAA-.AAAAAVA VA\VA`.A O �" Z i m z U m PAINTED sauD YELLOW LINE v / Ntioo"B o �A\\vA\vV\vvV\VwA\\� �y�A\\\yw� AvA`.�vAvA\\\ OZ m �x r � N v o _ 1 0 C p C 0 `< Om '< A �O A j✓ ( N z \i$ \� n a \ z n 14.8 \ �Ib me o� m O� NCO ti u o I� z v n �wU N \\\\\N � N \ I \ - m o v \ co o �� 1' \1 _ V x _ m F ,�„ \ 1 0 �➢ _O O mm = ➢ s r, n z \moo .gym ow N� \� m F1 I �z 00 Z z A x m ( 70 m m w n (8) PAINTE PARKI C SPA $ J 1 °i o`� o Cpti p mJ m rm m z - x oz i� 01 [PO 0o '� Fi 1 \c"n A V - V A o z _ m 2` A -1 V] O ZJ o m •n-A m m c0 v m o P p o 0 0 2 o o m \ \ o v� m o x I'C7� o a om t7 CO iV m \ _ m p -� o N 1 ..I m o W `�, o 11 Ix*t O w N13'40'00"E Gp c � " mz a iV'Zp No V V602 2' - Is o oo O o A m U 7- ASPHALT c = IA UOI OUo CJI 0 0 0A (8) PAINTE PARKI G A � o o Sj PAVEMENT- � GOO O l7 ' n W 0000� v CAS mmDO v =one m Dnm � o I vo~ 169.45' � aA o < C �S m gym' ASV)' �DC � �- U] v z y "' I \ zm�OZO�n o�m ooDzr�iizo�pm w � m � 0OVAV\\V\ AA\VV\\VAVAVA\\V\\yA�A\.Avv\�AA��I ,661 � ��� �Dm z �mm o��O � � � I � i � � n � m Co ? � S� IPZ �7Z m A_ z c N r z m D o N o P�lx _ (8) PAINTE PARKI c sPA 5 I f w R 9 N 13"59'00"E z ;u-10 � zz oD rm � x I s' W AN 3 0 A \ ycz- 00, z o0> o o � I� �, o cn 6 � 0'� , 136.32' \ co ,T m � 1 �o W Oe m D I z o As N13°59'00' E� o ,- z ' 0 OA p O<S D O A \ L V op pD �m O CAm o�� 0 [x] `a _ __ - wo x �m 1- ___ - - o-'. m o 0 on K JQ c �DmW D� O��j �"O�m� � � �� \ m o_ Vim. A\� o� - �, MCP I O O > mOz (noo `-'z wm- z * o � n 1 A A .v oo A o 1 0 0 C p A z O O -R Z D z -0 m m m c nz (8) PAINTE PARKI C SPA S zoOmc- V) m .Zt �JO DD rW m D ° D z o< r o - 242.46' N13°59'00"E o < r o r / 148.88' z N�NA�m �� raZ�o rm1-1 �1 • N13°59'00'E no 0 Aoz 'M En K: Inm2 mprmc a m o Il : 2 w -Ix V' *Z Z � 7-,AN *<W O� m o � ' Im m L W q n m M V O -4 z m r VI - Z O m m Z ` m= D Z C, D m x In p O Z (B),PAINTED PARh'�N6 SPAS' c > o o m a o I m o 7E c0C zoo* O�� D� ➢D O ➢➢ ti - mD O OmD m Z D r p �*1 p m W O O N nZ ➢ A ➢ z 'm C m_ A➢ xmv7 `LS O�Z ➢A OmO mf�10�TI <O� �m� Zm_� W��00 70 S f O .I m V)_�S m A r �_] (n p p �A*1 O m A z I �• -(8)!PAINTEd PARKING SPACES BOO D D Zx m00� _ Wm Z �O� co'�O m Mpr Cmu m0 ➢ D O.D Dv�Z Z 1- 00 N-i z 0� n �\ m y �0DmtirA+t O<ER -u> �x NO _ m p l7 p m m V) D < m O' , pD0 j nZ Z A0 m '�mrm - �., o \ o ,5- o - " _ n�K O r Vl 'TIOr �I > n� D A D (z/l m O r i ti �r., �� K ',1 s o N O (8):PAI�iEII PARKING SPAG'ES )-� I, t l o n z N i D I . I. " O I _ O< V1 rm mm 1 I y o O ~ M. A V)A No D m FIT m fl 140_1 1 :I� °r ' DEED PARCEL LINE PARCEL 1 405.89' 'CONC. MAT _ 1�1 1 �(7) PAINTED PARKIrJc sPACks I N13a9'_ 00 E � y ' G Flo - PARCEL 2 - - - - CO NC. RAMP D I � - v m CONIC WALK ',, .. r CONC. WALK D D D ?1 rn A O p v, p-+Z f m o m PAINTED DOUBLE YELLOW LINE _ - 'gyp - - -- a z ~~m m m o p (�r-O TI m U m? o W m [AVEFAVE EDGE OF PAVEMENT "' n c, oz D �rZO A o y m O O O N r 0 m O =Fn D vmi V) w C� - PAINTED SOLID YELLOW LINE '^ t - �, `~y r m z z O m�V)- Zm2 O- O ZO m AVim � � S" oo o z I zcER I oN .M M>Z D Om�OOAZOGO mr zvl�r�++tt� . I " -JJ O OZmm,m-I O�Om 0 Om z c 4 x z OOp=➢ r Cx C7Z 'm o a �t O1O m � x < Z O rZ I -, -'- _� ] r - .ZJ I ✓ z co �Om> A�Z .ZIr A, cZ NW�RG) Vl co_O�OO�ODO nW �p x =D s >'� om o o � n .. D O- v m m x K . Z D m. m En zm� oOrn. Z r IVY 2 im -��-�AmD �Z� * m0 o� � (q�-i - O.Z1 Z I v C �� m0 mm � m ' m D r oEz Amok p p'� o�0M -_ .- ro �.. cl -, me =oq AD z0 Z W�CC CO o £ a 6" TILE on 0 Aim > F-m u0p XIp -1 Aim r I I I,,"' \ -i �m. . m No < Drr�mmm -( S 00 On O I _. \ _ __ - n `N�. mzz � W mAA� I c �m mA� A mCD Om zlOm O n - _ _ \ - I. !'. . �� � O o. N D A ti z r � ,>ow� zA m o -u oln I � O � iv I _ �_ _.. II -`°rz � C� mono I� � � 0 O- D ��� Om K m> cc G ,1 _ _ _ x I zN'm�' a n D N NKOmz Zp 00 L00EZ D - - N 1 \ M o vo C . o. o NA A zz > om pm- DD D 0 07 I ._ T\ pp-Iom Z�m O < Nz MAopz o r m _. .I _ - o UT n o Dp� o N z 1 IDE MC A O K D m>z L, o D N Z A v o I $ I PARKING R.O.W.IPER.WD.B. 2352, PG.. 12 - _0 = - -a m A E ITl V1 ,I Z mDrrA ��VI D CZA f _ momm Zo KC �� �� 0G)C ➢ �1 D O-a m D r m r m M-u mr�W Om D D D D Z z DDZW -+ - -I Nmm7mmmZTLO m p� m �J r N > n 3 D Z 0 mm�X V)�1 N m e m I o.. z z m z z A N K o m 2mV) O D D m00 W orrnnD O� �� �xN��➢ ���� D➢ �o P_ _ q'gl xrVlm m0 nA O Z <V) x O m z z V)- > ZZMZ In OD > O O zV1 m zv r _ s 1 m o V _ O m O oo N A_ti v 0 I / a -InoDm� � m mmmm m W vv,qL m m ONZ <-DiCn � OrpNK s (A Z O{ O m7J0 mA ;uO m -1 Z (A z D W r*� m ➢Kzmo—m OOxmW-.1 r o z _I x0 v N Z � >0 c m V)x wo K I \ ^ � 'I v V) A D Om ODONOWO rxix0 r A c - OO- 11.. _. � � I \1 N >p O D- z > o- m Om 3N� D p p I r o m O p - �K AZp A SND Dm e s Earl O rn n s O y IT ZDOO mo Dm { G0p vp, I `.. O, -- _ If D I 1 O W C{rm� 0 T DZ Dlmn 1 O r .P - .m .Z1D �OAr -uZ O W- c, T co ,P O \ � O m-10�r.(� D � Ap� l-GT c � _ -- ' . — -� 00 Z rn o O I 1 D x O(/I F O o 0 M m O m m `D �t \ _. - _ NC WALK An m 2 m m m M m D o a m p �, p o ® -CON CURB SAVE NO PARKING O Oo< 0VmZ mmcOV,N � . �. PARKING . _ .. - _.... _\\\llll D W z m m<0 o Z m V)F M x m PAINTED SOLID YELLOW LINE I m o Z A0m�A GOD W 0 D' zs 1 co < 1 d r m I x 0 O z -1rOm 0 c wm 0 �1 ➢Dx ZZ-1 O � D NABU-i 1 I Z _ _ Z O 0-i w>mn 0 =mroorx m ,0> \ o - - - - LINE (TYP) N16°2_0'45"E m D �o om { ox0 1 o � m 313.39' - -r- - - m o cm� m DADADD 000g ohm - n L m mpmA=mom zov WcoA Z n O �y°00� 8 RCP £ o T c Xzp-< nz nWi��� 0� a m m - 6 _ _< Z 0m m � DZO� __ 0 m o m u x N V1 �� 0 W m ��44. m 18" RCP // - 18'RCP f `' - - m _- 18" RCP c -�T> M pmco IW �e I _ - - I I - _ IB" RCP : y ` m < A -,Z DmW c0 18"RCP _ 4 ._ -, D m<O o co D Z m Z= C0 D o to p CC) Z m m m Ut o m c O m m m r . < o W -1 = C-)r m m N f O q 1 < Z a Ez cp co L o� V' O I O F 1 N c a^- VO - _ IQ m ' D A � A r m 1 uRe > x ASPHALi C z pA1MED DOUBLE YE110W_LINE z b � [-' RB _ �IHN-T. PANTED DOUBLE _2 -..= , m YELLOW LINE ` " ". DIRT AREA �i� 12' RCP ., IP � U• � O �RB - LINE. O I ASPHALT..- -,- PAINTED DOUBLE YELLOW ASPHALT CURB � V � � O L.S. f _ LINE pSPNp,L1 CUftO � o o PAINTED DOODLE IM _ m x - CURB \ 1 ASPHALi PAINED DOODLE �, ASPHALT CURB �,,,�� co t0 o LS. CO C7 n URB o io mn O I eoo � / D a 7S m 9 N py r O G v mo v m Z � y _ m r� N ED At- LC ®: I z m - 409,61 �pEED) co � - 1 10/27/00 REV. PER TOWN COMMENTS MAM diI v A Rev. Date Comment BY _ _ i I '� XA � � �� NO3"� .�ryMW,�Em t>z v z 0 w r � z ! I •.- n oz,z m zJ O 999YYia'gq al."'���ITT I, (� - O f.J..� z D o o`<m IT�1 • Re 1 O < v _ `x^ z PAI�EDp 5� _D� RR Mp - _, _ _ � _� o - Cow > U) \� G VAA`AAA ,v n ETl �c z� DOm��' � m � f OZQjl + 1.I � z , m m .I c> a z o o VA�AAA` \ n ��zzm O CYA�ON Io � � zGl J II No ,,,��q�{ o n Z K N- O(D W U V1 �' _ �� WALK -� ��A AA V z o D � p z - COLIC r D _ '. M o z o G0 O_ p o z o m _ i pp1MED YELLOW LINE 1 VAAAAAAA�AAAA y\ 71 � \ 00 Z C C ono Z i -I SOl1D PVC _ VAAAAvAAA O m o T. D z A m I �. Jlly 1 •�\\\ CJ Z Cfl z c c, _ 1 V�;AA\AAA o m MO A O W 1j w D m 11 m �bl 0 L r—CONC WAIY" �� vAAAAAAAAvAA z UZ [�» O O oIan �� �'•.A A'...AAA m n o <OZ� �o A��-AAAA m F CID m Z A S� Ul Ao r D Cn rmm � on m' c "d m y \ D z � A �o y o m A z � -1 � f A o A � `omzz � °. C vZio c (m/l {,(l'�� O on .-�Q `� D r•, z \ _ „o m c7 U, 'z z V A b z � zm� o D(7)x CD �m x m r � w o � � I zm � mm r CO: mm °' A mm Q �D � oox o z cz c< O o y z I o W do z z _ o o < 00CIO mx � mmz 0 � p v z z IQ D o Iv z li O ( r z Ln� = 1 A (gym m D ev II L+J 1 O c n D Z c� o VD' m mA o �d ® to i �n V7 o�m °' o L o c � m o F m -gym N O o o D x w o m o r r < a m m� s m z m - o 11 d GENERAL NOTES: co 1. APPLICANT: THE GREAT ATLANTIC & PACIFIC TEA CO., INC. SPRJNGFIELD & WALNUT STREET EXTENSION LOTS 1, 2, 3, & 4, BLOCK 1 TOWN OF AWAMAN HAMPDEN COUNTY, COMMONWEALTH Of MASSACHUSETTS R=60.00 D=46011'47 2. LOT SHOWN ON ASSESSOR'S MAP L15 & J15 , LOTS 1, 2, 3, & 4 BLOCK 1, IN THE TOWN OF AGAWAM, MASSACHUSETTS. CHB=S6 4''16 16"E TITLED L=4 / 3. PROPERTY LINE AND INFORMATION TAKEN FROM A PLAN EN 'BOUNDRY & TOPOGRAPHIC SURVEY' PREPARED BY CONTROL POINT ASSOCIATES, INC., CHD=47.08' WATCHUNG, NJ. DATED 7-31-2000, REVISION HATE 8-29-200, SCALE: 1'= 60'. L=48.59' (DEED) 4. ZONING ANALYSIS: ZONE INDUSTRIAL A i SHOPPING CENTER-PERMITTED USE TOWN OF AGAWAM D=49°27'38"� R=40.00 BERKSHIRE COUNTY, MASSACHUSETTS L=34.53' 5. BUILDING AREAS: CHB=N64022'11"W SUPER FOODMART 59,020 S.F. CHD=33.47' ASSESSOR'S MAP No. 1-1 5 PROPOSED RETAIL 7,800 S.F. BLOCK 1 TOTAL 66,820 S.F. AGAWAM SHOPPING COURT _ - LOT 9 R=20.00 _ j LANDS N/F OF D=77029'008 (5Q' WIDE - PRIVATE) NIRVANA MANAGEMENT CONSULTANTS, ET. AL. 6. BULK REQUIREMENTS: L=27.05' PORTION OF AGAWAM CHB=N65009'30"E N76-06'00"W SHOPPING COURT TO _ D.B. 4855, PG. 353 CHD-25.03' REQUIRE PROPOSED 79.31 BE DISCONTINUED MJN. LOT AREA 40,000 S.F. 304,563 t S.F. (b.992 t AC.) BENCHMARK PER REF. 15 BENCHMARK MIN. FRONT YARD 40 FT. 40.6 FT. GRANITE PK NAIL SET N76"06'00"W BOUND FOUND EL£V.=80.26 49.10' iv p PK NAIL SET MIN. REAR YARD 25 FT. N/A - - - - 0- a / ELEV.=90.91 MIN. SIDE YARD 25 FT. 74 FT. D.B. 704D, Pc 48D ,', / MAX. BLDG. HEIGHT: 40 FT. 40 FT. GRANITE PROPOSED BITUMINOUS PROPOSED UTILITY PROPOSED 89UMINOUS PROPOSED BITUMINOUS _ MAX. LOT COVERAGE: 50% 22 f % (PARCEL Il) MDN, FOUND CONCRETE CURBING POLE WITH LIGHT CONCRETE CURBING CONCRETE CURBING � � ��p oN LINE,E0 48to 0 2p�56 _ 20 O / 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS �0 R20.D' j AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE 50 OO a� 421.20' 9oOflj' / EXISTING AMES DEPARTMENT STORE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH �$ Q / THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS OO w w_� - PROPOSED ' ------------'_ '"`- rrr w w �.� w w �+ w o N76o06,0Q,.W 422.34' SCREEN WALL THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD - - - - - - -- -- - - - PROPOSED i p 0 IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR ,- PROPOSED 4' BTUMINOUS LOADING r �- `' TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL 25.00' D �'s 99 122.00 300.34' CONCRETE WALK PROPOSED LANDSCAPED AREA , cry j RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS / DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS S 26°2 5'00"W v- 00. o PROPOSED CONCRETE AREA � / ------- PROPOSED LOADIN�� STAIRS PROPOSED CONCRETE ti AND CODES. 40.32' AREA TRANSFORMER PAD O 1 BENCHMARK G� /��/�/�/ -e �s ' ! (10'x10') T 26.0' d 8. ALL WORK SHALL CONFORM TO THE TOWN OF AGAWAM AND THE PK NAIL ELEV=79.22 NO / / ////// //_ o- COMMONWEALTH OF MASSACHUSETTS HIGHWAY DEPARTMENT CONSTRUCTION FOUND / STANDARDS AS APPLICABLE. 50' WIDE EASE TO WEST. MA. 9. ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL BE CONSTRUCTED HT EXIST. 4O FT . 100W IN ACCORDANCE,0 T D NCE WITH THE GREAT ELECT. CO. PER ASSES. MAP ATLANTIC & PACIFIC TEA CO. INC. SPECIFICATIONS. f C f APPROXIMATE LOCATION HIGH PRESSURE SODIUM F UTILITY C? 0 U IL EASEMENT LIGHTS TO REMAIN. n , (TYP.) 10. LOCATION OF IN) ( ) ALL EXISTING AND PROPOSE^� D SERVICES ARE APPROXIMATE AND PER ASSESSOR'S MAP /. PROPOSED 1D'x10' TRASH ENCLOSURE. - / MUST fiE CUNFIKMLU INDLNLNUENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO � .4' / f coCJ 6' HIGH LINK' � G CHAIN GALVANIZED 9 GA. COMMENCEME NT OF ANY CONSTRUCTION T OR EXCAVATION. ALL UTILITY SERVICE / E i MESH F GLA55 E 5 W IBER FILLER STRIPS CNN , / CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR 6.D' 341' � � •0 / i IN THE FIELD PRIOR T OR TO HE COMMENCEMENT CONSTRUCTION. .� E T OF CO S RUCTION. G E ►n o i uND 4 w m 11. ALL UTILITY LOCATIONS ARE E APPROXIMATE. FOUND R IS THE RESPONSIBILITY OF THE / a v , P CONTRACT o PROPOSED 3N OR TO LOCATE CONDUIT PR co D RETAIN G wuL S PRODUCT PIPING ETC. PRIOR TO COMMENCEMENT 0 , WITH ,�SCREENED FENCING � �.�� OF �. EXCAVATION OF ANY TYPE. i S ( .LE SHEET A-13.1 OF THE Z EXISTING PARKING i 7 3'F 4. ^� O 9 l EXCEPTION CHI 34.0' . 1 E A, TECTUAL DRAWINGS) 1 GS 2. AL L EXCAVATED UNSUITABLE R AWN MATERIAL MUST TRANSPORTED C K � O EBE TRANS O ED TO AN APPROVED 1 BLOCK �� i - PER REF- 7 ■ ��� DISPOSAL LOCATION. R-400.00 # c oN. LOT 2 0 Pi.UPO H 5ED TRASH u'J' 'l, �-1 7 34 O1 COMPACT 41.d o 13. ff SHALL LL BE THE CONTRACTOR'- '�' 5 RESPONSIBILITY T NOTIFY "DI -5AF -122.64 i � 0 "DIG-SAFE* L N F F o .LAN05 D �D- d' 1, / N W 1-686- 44- - WILLOWBR K ASSOCIATES o 3 7233 72 HOURS PRIOR 00 r. DR TO ANY EXCAVATION ON THIS SITE. -N17°38'00 E ti CHB / ) D.B. 7040 PG. 150 �; of ■ �� CONTRACTOR SHALL ALSO T i LL AL NOTIFY LOCAL WATER SEWER CHD -122.16 ER & E DEPARTMENTS TO (PARCEL II 0 PROPOSED ( ) MARK OUT THEIR I E R UTILITIES. Z. LANDSCAPED AREA 0 PR 59,020 S.F PROPOSED 5 o 14. HE LIMITS OF WORK SHALL O K L BE CLEARLY MARK IN FIELD 74.0' `� �". ,� . , ,•' , .r;,-, ' .• . �fs7 ,' •' ,. .' MARKED 1 E ELD PRIOR TO THE L TRASH START OF CONSTRUCTION OR SITE CLEARING. � � ',' / 12 G. PROPOSED s SUPER FOODMART O 2O'.20' / WALK � .01 �'', �� � . 15. ALL CONCRETE PROPOSED 4' G fTE AND BITUMINOUS PATCH AREAS TO MATCH EXISTING GRADES. 85 SPRINGFIELD ST. / / cam; .' CV�' CONCRETE WALK S76'01'DO"E 'LOTS o. SOLI W - �� - 16. D WASTE TO BE DISPOSED OF Y�V � FEE- 85-85 B CONTRACTOR IN ACCORDANCE WITH ALL 13.OD' cfl / s � LANDS,N/F.�bF ,-aI / o � o S . . � . LOCAL, STATE AND FEDERAL REGULATIONS. o . - 64 TOTAL / O Z C7 , 1 DAL PARKING SPACES � FRA�IIGLIN'R�TY ��C3h�PAN , / 17. CONTRACTOR I N PROPOSE 3 000� S.F S RESPONSIBLE FOR ALL EXCAVATION D.B. 597$ `"PG..4fi8 D C ATIDN TO BE PERFORMED IN ACCORDANCE UJ � o e� - � � r Oo S.F� PROPOSED 4 8 � q - / , . � � �' WITH CU RRENT RENT OSHA STANDARDS A % SWELL AS ADDITIONAL PROVISIONS RE + D 0 5 TO ASSURE � RETAIL SPACE -m RETAIL SPACE TA / e4 5 BILI1'Y OF CENT! US STRUCTURES,� GUO S UCTURES 97 SPRINGFIELD 5T. � �� 73 SPRINGFIELD 5T. i NITS 1$. ANY REPRO RA i � .� _ RUCTION OF THIS N13'59'00'E � ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF // z W PRPD INOUS.-� 29.00 DEE 5ED BffuM o B UN FOUND DEED PARCEL LINE - 14.00� �/ o - THE "ENGINE ER OF RECORD' i5 STRICTLY P �ONCRET PAVEMENT L PROHIBITED. E 7 9'00"E �S 5'2 N76'01'00"'W LOT 5 25.25' '. � � 1 19. IN CASE OF DISCREPANCIES B 13.ED' N BETWEEN PLANS THE SITE PLAN WILL O 3.75 sS:D' 333.D" I E S LA SUPERSEDE � o 1 r PARCEL 3 / %. ' �. ( ) IN ALL CA5ES. NOTIFY ENGINEER 4F R PROPOSED (CORD OF ANY CONFLICTS. W 3 O EXTERIOR WAL � •0 20. '� ALL FEATURES w � ES NOT LABELED A5 "NEW' 'PR _ (PARCEL I) 00 % OP05ED', OR `TO BE REMOVED' a N , a o 'EXISTING TO REMAIN". Ga SHALL BE CONSIDERED TO BE ' - D.B. 7040, PG. 450 _ ��� 5TE Flo F - ---- ---- ��----���� _ .-_ -- �^- n WE / 21. ALL LOTS TO BE CONSOLIDATED.f o N o _____. _ - _ RK / W LOT -� % PROPOSED DRAIN { 100 N'+DI �hAQ EASE. / / z1 f / PROFUSE O PROPOSED 4'WIDE ( ) YIELD TO PEDESTRIANS MANHOLE (TYP.} rSS / PROPOSED 10' PARCELS 1 SC 2 �p PEP. i 22. PRIOR TO ANY INSTALLATION OF ANY SEWER, WATER DR DRAINAGE LINES, i � YELLOW LINE R o IN THE CROSS WALKS ECT �� / / 'STOP' SIGN (� ) WIDE coNc. WALK PROPOSED OVERHEAD / MA. EL S,tin ; THE CONTRACTOR/OWNER SHALL CONTACT THE TOWN OF AGAWAM'S �j / R1-1 (TYP.) �� s, - SIGN MR) CANOPY + N � e moo' ENGINEERING DIVISION, 786-0400 EXT.275. NO PIPING/APPURTENANCES f , PROPOSED / O• Qti !S. y0, ti fs PAINTED STOP + WILL BE INSTALLED OR BACKFILLEO WITH OUT THE PERMISSION OF THIS \ o ,, 'PAS o c. �s rn �' DIVISION. / o CRDSS WALK I R� R2.0' R2 _ R1.0' / BAR (TIP.) o V1 U 00 S13'59'00"W / I - 1 :L s r s 1 L 10.00' / - �5 J v� _p, Rzo� 23. ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY m o BLOCK 1 / U �o a s, �Up o] ���J� , R?o' s , PROPOSED d o �l0 0 oti; 0 0 - -, o h o '�G y� 1 1 / ABUTTING THE PARCEL AND INCLUDING THE TREE BELT SHALL BE MAINTAINED E-' I -- z S76'01'DO"E LOT 3 �'� ' IN A SAFE AND ATTRACTIVE CONDITION BY THE OWNER OF THE PARCEL. i i. Cl'.CH BASIN .r .� 10.60' �T7 W o PROPOSED _ %. :/ I ) I LANDS N/F OF / ,I I� LANDSCAPED 1 24, THE CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR TESTING ANY EXISTING S76'01'00"E O a PROP SED HANDSCAPED ` % 1 J. wILUAM, JR & CATHERINE P. CUNLIFFE % o (� AREA (TYP.) / 'TOWN" GATE VALVE WHERE A NEW CONNECTION WILL BE MADE. THE 716'22'00"E °° a 16 15 D.B. 4D33, PG 103 j _ PARK G (TYP.) p� / CONTRACTOR OWNER WILL ALSO BE RESPONSIBLE FOR REPAIRING OR REPLACING )23.26' N13'59'00"E / R49, m CART CORRALS (TYP. PROPOSED HANDICAPED SUCH VALVE OR INSTALLING A NEW VALVE AT THE PROPERTY LINE IN ORDER TO 2 PLACES) PROPOSED 4' WIDE PROPOSED 4' WIDE / "��� ALLOW PRESSURE TESTING OF THE NEW WATER MAIN. 32.17' / o -- PARKING 51EN5 (TYP.} a PAINTED RIP PAVED SWALE ZI ® 9§ r O m ® t O o 25. ANY TREES NOTED TO BE TRANSPLANTED WHICH DO NOT SURVIVE OR CANNOT BE TRANSPLANTED ARE TO BE REPLACED CONSISTENT WITH SIZE AND SPICES OF A 0 �-- I I � � � � � �� o � � - o � � a � � °O � ` - � � - O o � � o �' � I O SIMILAR TREE NOTED IN THE PLANTED SCHEDULE ON SHEEP 6 OF 9. --- T 0. 0 26. SEE SHEET 4 OF 9 FOR GRADING AND DRAINAGE LEGEND. 18.0 24.0 18.0' r� D.B. 7040, PC. 450 EXISTING GUIDE RAIL (RELOCATED) (PARCEL 1) i l � i , � r`ri (TYP-) PROPOSED DIRECTION - R1 (TYP.) ARROWS (TYP.) 286 TOTAL PARKING SPACES $ 9 O 0R1.0 EXISTING ACCESS ROAD TO 1 to,OO'R1 O' ` BE MODIFIED/WIDENED TO 30' � � 1 24.0' o u� PZg, EXISTING PARKING r N APPROXIMATE LOCATE (TO REMAN) --� O8 11 12 9U'd� 4,+ E a r� OF HIGHWAY EA5EORS ENTMAP � O o � � � EXISTING ISLAND TO BE PER ASSESSORS MAP , � r� a 12 12 � �� ag 0$4 Olp 12 12 O o 0 0 �? v o NEW DOUBLE YELLOW w 11 12 13 13 v' Q "' PAINTED LINE ,n li`? o REPAIRED AS REQUIRED I O �Z0' �,D N O �� w AND PAINTED YELLOW CD r �-- Ro o 9?0. ��� oI� LOT 4 o 0 41- � o '� -(PARCEL ) � w PROPOSED CONCRETE o U'I P �? a CURBING (TYP.) N Oo o 7777 PROPOSED ID SIGN r REPOSED LANDSCAPED � T �? AREA (�.) � PROPOSED STOP SIGN 1 I ` Q -- -.�� 306.87 } a Ono ------- ° f' _ 122.00' 216.$9' 90.26' `U �`' 38,25' ___ - ------------- - �� SD$ 5 135.40' - ��+++� w w w�rrw w w rr w 1 09 \ -------- REPAIR EXISTING S7�50'00"E 467.40' SR2.22' E -� l--_ _� + { SiDCWhLK RS REQUIRED BENCHMARK 1 N PK NAIL SET 135.60' (DEED) • - ELEV.=123,75 D.B- 5978, PG. 468 S75050'00"E P_D.B. P_O.B P O.B. (PARCEL 3) F.0.B. 143.94' D.B. 5978, "G. 468 D.B 5976, PG 468 D.B. 5978, PG. 468 (PARCEL 1) (PARCEL 2) (PARCEL 4) D.B. 4033, PG. 103 SPRINGFIELD STREET (PUBLIC - VARIABLE WIDTH R.O.W.) GRAPHIC SCALE �iIDF 30 p 75 30 60 720 1MLLLAM D GOEBEL - 42�4 ( IN FEET ) o ?� 1 inch = 30 ft. cu 0 v io BOHLER ENGINEER ANG, P 6 CD • CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- NORTH WALES, PENNSYLVAN,A 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW )'ORK LL e300 SOU'THBORO, MA 01772 (s1IN 87 FWJE STERLING, VIRGIN IA WATCHUNG, NEW JERSEY C (215) 39?- cm (703) 709-9500 (508) 480-9900 _ (908 Fi68-8300 1 a Lj PROJECT: The Great Atlantic & Pacific Tea Co., Inc. TITLE: PROPOSED SUPER FOODMART Ln o SPRINGFIELD STREET & WALNUT STREET EXTENSION SITE PLAN ru LOTS 1, 4, & 5, BLOCK 1 TOWN OF AGAWAM PLAN v v HAMPDEN COUNTY, COMMONWEALTH OF MASSACHUSETTS Ch rnx ID � T u L. A 1 . BOHLER W. D . o E B�j Z SCALP:(v) 1"=!30] �09/21 SHEET No: Lt � cc � ^ NMAM pROJECT No W99425 LO o I ECKLD BY: CAD LD. #: a PROFESS;ONAL ENGINEER PRC%FE SI�_. 7, SSR W99425ss3 OF Q N NEW JERSEY LICENSE No. 27410 MASSACHUSETTS LICENSE No. 42644 PENNSYLVANIA LICENSE No 37'84 CONNECTICUT LICENSE No. 21854 o NEW YORK LICENSE No. 63409 MAINS LICENSE No. 9490 REV. N0, J Q w m CONNECTICUT LICENSE No 17518 NEW JERSEY LICENSE Na. 37773 1 MASSACHUSETTS LICENSE No. 37025 NEW YORK LICENSE No 071284 CONSTRUCTION CHECK DATE Lu - U' O] 07 2 P: \99\GENERAL\A&P-AGAWAM\dwg\w99425ss4.dwg Fri Nov 17 16: 16: 39 2000 WALNUT STREET EXTENSION 69b � 805 HH A W N mnv mooDmno�r W -u>0o-o (PUBLIC - VAR. WIDTH R.O.W.) zv m D(n�7 Ox OOr<r OCO mac V)c O-z„O TI O"D O In Z Z 3 V)O Rl m m Z O Z o> O z A=A mJ A * am: 0 00mrM* OTO��� zonDrn �AA Q m�rNi 3��CC7�1=T1,MZ 0f�+l V)�N CDC Ln W NKn 0 zmo ZZ� �An OAS rD � �00 LA Z D p O o O D z C m O Om o f ITS O C 0 O r m m mm zzm_+zz m�mAzy = O \\ o m7v KmZ pDr�„D inA Am zc^ cap - \\ �� IT v A 0 ZOOSm� oar Doom c) 0 cP O II rn\ o. A A< O mm Or,Oj mn OCm \ \\ J z o- oZNALo 7)x zmczz �-- m m O __ DrC �ZQr=_mZ-V/ mo0-10 :Or p O 1 L - _. _ -- __ t - - - - _ - - _ - - �\ (n -u �m op OD Z AZ<Z-i NZm On�Z M - --�4+� - - -- - - - ,� - / -. - M O_ Or - OZ tV -- _i - - - _ - - - - - _-- - _ - - - f�- �� .y- - OCr (Zn�Nmmr ZOmD - � r <m // \ SOB \ o O m D � 00 O- m 0 - - - -- -- - - _ - - -- _- -- - - - -- /- inzn �zr r °51' '�' - m Zm 0 V) or ti - - _ - - _ - u m cSvmAvzAm -�o \ �93.Z"_ _ - --- It $ o Z�- p mxzczv mpc pm A \ _ _ - - - _ rDad=- m D0z E)0a) mp�A 0 , (�] � �,, -� � v2 DEED) - - - A roN OOZMMMA�o�� o� ��cz-� c<m - - \ � \\93.0 \� II II ��Wo -----i Ti O�� NO2M�0z*o Zmm ;ux / \ I D ccMO NmcZOOZ �mA cmo mm-mo y O SZ- OS DO-,nm On g mmc> o ' �mo a- zD ® / �oQ II � o w Z z r 3 m Z m r 1n O p Z A V1 0(n o v / - -__- r---_ —. -_- _._._ -. - OCJ o ��� mz�oo���A m�-M;Q v oz y m o �j vv � _ \ / �+,� I II .� nz� " m �K: D< -5 �llolzcnboo r r�z m K S D c m Om m z x" v o �p rye-<M>a�w zxom� m - / N�_�.gD..E I ICI M m�� Om�zOr?�� o �DN0X-i III v� /I \wu VAA�A\; �� D I I (III �A> <mm �m m O-izzo 2 00 �O0*Mm00D 7 6O � mom // A�0 �m \ ACm m�- 00 Z�� zZK I n � � x ou; fTl \ m m0Zz z�vz o D� c ��/ \ 00 S V� A V A \� A 0 0� Dmo ---- va v / Om o <o Dn0 n - - z o o o \o A A o ;o x mi�m� A<zx orz,�r„Nzop II �o� -<��Op��my r�zme9 �� A \ oA- �o zommm -cmi mm > I a A\ A A � III o xxIIC7d � UL m0 0ZomAZm�D zz�Zr � = I \ \ d \ [v �' r- It 1 ' ���e� r Oz cow z : � O� A � N13'40'00' o ��o0 00 / II �070�0 �r� mcn�z O�DAO N�Jmp Wm 1 I -( I A ICI A J 6Q22' \ O A o"' / I I ' Gi _� z - C� III C) �0> m�mzoz�o nz oz oo \ 1 O �� = w CZ p N / I p0 �� m?o < O w< IIII 11 I _ oo g! s. Vu'� z p o z z "' I I 1 I j' \ - m vA\\V\\� A N_o t7 - I tip' ' n co m I �� V m 169.45'1 / o m 11 I I II I A � m \ � w I• A 00 I W z FRS°A N13"59'00"E N w P9' d I I m W A� 3B Op„ 136.g2' \ o , + I I _z 1, I I z ox zz m o 1 m� I \ o uo 00 98' L N13"59'00"E m - - - -\ I O 0 00 z m� --y m t7 11 II x m m e c� O"' A III II I II z'a --------' �. \ m c o \ \ S^'o A o \ U�ill I o 0 A � np o I I Sa \ pm� mm o III 1 I I \ A V -o _ 'V �I 10.0 Zinu)i z� II �_ z z m c III w rn 1 ��m x m 242.46' N 13"59' 0"E 148.88' \ II 1 0 �z • IIIIIII A\ N13059'00"E �� z rn VI I ? z A m H m m N � D 3 C7 m O D m O III III I I \I m rn I J J l O �y� mo o m I AA rn rn w rn u\ m� o mD mm -m1 I 1 N z n _a- Gt0 �� J c in N I III no cziZ ffr,vt��. a Mzr T - pmA A� wx0w D vri m III I N w f r- I - - A r� ■ - X s • D a n orz Om I IA mti JJ mm v I m z I m -i \ coo m m 1 m D M o D p m IIII 1 1 1 `P x J � ww m oo ,o nn on m /N 0 z o o m o V J I ZDm o In IIII`G-hl 1 1 N J I m A lr 84 m J z E b m m II \ I 4 1 Oom OI IIII I INN no � o0 00 z as mm 1 `" `'I I ( T m z x n"' o IIII) I m I I 1 w A vg N m n o A 1 ro N \ / z cn z I I I I cn o m rn o N I Iv O om < p A m m m -1IiIIIII A x I omm om zD ma< o ow wp 5g n � r C � In� oII II \ �0 0 0 I o 85 0 oI � Zp c IfII�I I I I I I sin I mm w M �� A v IIIIIII I � , � r�io o IIII � � m c> � � z r o o m I I III I nEm raR ei uNe �A ARCEL r 4d5.89' N13"59'00"E o �o rn (I I I I I o n m � ARCEL 2. D D m O A I I A A I T O V I I II III I � I 1 IIII IIIIII w x I \ U N I .. 1 I I 1111�111111 rn I I A II 1 0 w � rn mM I11f IIIIII I 'lo ( x m I111 ' Illll ( o m ( IIII �� rIl o ( IIII n mz 0 IIIIIII a� m 8 m I I� 1 C II IIIIIII O IIIIII I I oA \ m IIIIIIIII 10 ,IIII 1 1 1 1 1 1 1 I $ m �� I�I �111111 1 0 �< < III IIIIII 1 z Do rllllll 1 no I m» _ � m 11 II I (I I 1,33' WIDE _� I,IIII III`II IIII I II I II PAAKINO RI .W. PER. D.B. 2352, PG 125 I I �_ � 111111111 o / I II III ,( ,( IIII II m m I A O 11 II I I I IIII I I IIII E ,III IIII III I h j11I11111111111 I1 h III IIIIIIIIIII II 1 v v m I I I ----- I11111111111 � N p _ �� I m I I IIII IIII 11 I � `" I C � / v III III � I � IIII1�j11 o � n � I V � -0 m O� ° r-I III11 I� Illli rllll `�I m � mm m A m I I11 IIII IIII II 771 o II�111 � � 11j1 j � 0 N III 11111111II 1 1��, IIII I IIIIII \ rnm I I oo I _ iPm / /1 Illlil IIII I 1 mw \\ $ 00 j( 111f1 II � � III�/\ I I Dr s F a I I I 1 map ' � II IIIIIII I m m O� o � on m n� d) 1 O I I II I I�I I I I I l y 1 I I � � l a L, rn rn rn m rn rn � Q V I Iib1I ll I I vv I J V aA a EAn o w w IIII 14'�'Ill I \V A I I I I J , rn � A I I rn I rnrn ma vVIIIIIII ( IIII \ vv \\ V I rnN I OOW / � Am rn NJ I NU I UU I II � \ \ \ 1 m y I A UI 1 00 OI N N - IIIIII IIIIII I o - _ L01 L'N,UvTYP� _1V16°20'45"E x x IIIIII I l V / / I � i I -_313.39' _ \ x x IIIIII III V / �� I 10009 0 / I -J -- I 4 wu uw ^' m z \ IIIIIIA \ \�V� , IIII \ \T1 � 1I \ (IIII I \ A m o ( IIII �\IIIIAAIIIIII 11111 I � � m � on m � I a� V • � I c x x VIIIIII I II II � IY � I II IIIIIIII111II1l1II p o o x O IIIIII 1 1 1 1 1 1 1 1 1 1 1 III I \ U I rn o o T` m Ar I ® ® • • • ® • N N b '�� 1 III IIIIIII I V u, IIIIIIIIIIIIIII 111 11 1 II IIII II 1 A I \ ` R° � VI II 1 1111111 ,11 1 , 1 It 1'i1111I11111111 ,1111 , 1 11 o m \ tiff � � � I . ' c d Z 'IIIIIIIIIII111'lllllllll,IIIIIIIIIII III � � � � \1 � � , fro I vvv v \I,,1 111 11 II II I II I IIII IIII III II IIII IIII U 1 0 I a o y v v'. n a. Gq I Ll Nrn 1 0� � ym I Como , ( O z ,I1 � 1 IIIIIII III I , 1 II V A mm mo a IAI�I�II' II III II ,IIII1 , 1 M D p c c n m cn o o m m cn c 1 , I I I I I I I I 1 1 I m D m -� A D D m r m D �] 00 O O c v O t7 I I $ I m A A ti < z z m m DI r m cn m n -I ➢ m m o z r-1 1 , 1�1 I II I I I, ( I I I I I1 1 1 11 I I I \ I ^' I o �I D r m \ z = v m a v I" = z o m C/L \ 1 , ( I I I I I I I l I 1 1 ,1 III I \ 6, I A m n 0 o c < z D z m < O 11 I m n m ro S c C] I e m < `o m y z n m A 11 le I I I I n o I �m o m _ ti D < o D m n o � on D I r m o z, m m ci r r D M K z z m n m e r o I I I 1 1 , I 1 1 , �� I I I 1 V I I I I A z m m z n S z m m c m b 11 1 1 I 1 1 1 1 y l l 1 1 1 1 , I I III o A w w U n z C7 i p a � � om y I1j11 III III IIA \ 1 J � � a �y JN o� II z o m z I I I 111 A v8 m NN v S r m r m � O v I II 11111 � 1 11111V11A / 0 O m I I I I V oo mn oo as N i�J ° m m G 11111f1 111I1VII \\ 11 oo m w ? co w II 111 111I \ V11 \ 11 II � A _ " � m � rnrn � � w \I II A ' A Ow wA my84 mN NN wo 11016 1 1 \ IIIIIII 1 \I I II 111 It \\ \ m 84 4. - cz W o I !I� II111I11V11AI\1IA111 \j1 \ \ A W m C IAI1j1 111VIIIIII 11A \VI I V \ �� / "Y_ 1 � I � 11 1 AVII AIIIIV111 \IIII o / vm � �-M� � mm � � 1111II'\111 \1AIIIIA\II\I'1\I\VIIII \II IIII �I \ Vmom `� A ' -- \ \V AVAV AVAA \VAA II A A A rnm p m i z co ICI \t\V`\ \VA\ \\VAVA \ VA VAA \VAA VA A\ N my 6 � V A \ VA VA \VAVA \ VAVAI \VA I OD V _ ___ V AVAVAI\ II I II111111j1I11 I \� A `� v - - - -� o o � C � � � v AAVA AA \Vit III\IIIIIIIII V A \V A \ Ill V \ v m m v °' C0 O I11111111011111\ li --------- -- v 1 rn � V AIIIIIIIII 111111111111111111111I1 ILiI --------- ---- A v IIIIII 1I111VIIII1111 II , _ V -,- � -_----- -, \ m -� 00 \\ IAll,llillllllllllA� - 111 A\ b o ----- - �IIII - - \v atlll\I11�IIIII11II111AIIII( Imo- 1VAAA�V1 _ -- � --,� � - - - - --,- _-_- .----------,, � , - `� ` \ II'llllllllllll \` \\\ \\ - --'- ` 1j11 11 �\60 \\ - A ----- \\ S 11 \1 1,1111V, , II \ /III 51AVI IA I1 - `- - � ------ \ _-� SEED) AVA11111AI\ _ �� 409_6�_(-- 1 10/27/00 REV. PER TOWN COMMENTS MAM y".\\\� I \ VAA(VA � VA VAVA0V0\ ----°°-- -_-- -- - ---� -_rn-� v ` \ vA I \ Rev. Date Comment BY - --, -- vA vvv- p �Ay i �AA�\I\1VAA� yAVAAV�VAVAI1A\ - --'� NO3"57'S7-E - -- -- -- - _--- - v � ozmz < g \V A , IV AVA A -TT�-- _ A� VAVAVIVI1A --- �� - -v v No* 7F o r ♦ R �' - I \1 \ \\\ _llo \ \\\\\\1,1\I\1 Nz z z R �u \ _ - II ��A�� p A\1 I1\VIVA - V' 1 111AIIVI --- _ DOv -0 N O I I V AA V \ I V A ( ---ss- i AA\- V7 < �C m _ � z 911 11VAv z � o> o p� 01 n n --v A - 9 v 1�VA\11V1V11A1 i _ �� ��777771v D \ oz�,o„ D �_.CJ O//�� J �JGNr 1 II \V 1 III,_ &11 \VIIIIIIA1 - AAvAAvvAA - \ D v1 zw5m f- m- T11/I M� O - l0 - V \ V 1 �IAII - -- VA Q 1 1 1 1 vA� �� ➢ O \ z�z�m m z �OEDD � v1111 \ _ ` i�1111 1 1 A 1 � ---- VAAAAAAvv m � � M o z z a o W 0 z c V -I v a 1 1 1 1AIIII V 1 --- - VAAAvAA AAA m o A p z rm u mo zo G? O' c) ozonm - 1A V Al \ 11111 VAAA o wzo �, i _ 0 1 VAAA 0 mP N z z��� � ' < Z \ IAI�V -�„_- \111I111IV1 1 \ I v u �� O O ° �AowJ m z �a � V A V 1� 1 � - �vA�• mayA o o � o � D 1 V 11 1 1 1 AAA m o wUJA <u mA� z z A V 111111 AAVAAAv o m Nrn � om��w m AA 0 - op A - IAA \AVA L „ ��11111111VIV111 I vyvAAA m wn z \ �0R, �o � m a �z vv 1IA \AVA -II v t111111 1 IIA AwvA�yv�� D z o 0 N v A1111111I VAAv�w:. m o A zA� o AA1 \ \ A .11111111I1111A11�I�II� ��� m m zz � os v V111I11111 1 n :E Z -o� p m - VIVI 1\\IV -Tl� v 11111111111111111 n yom � M , � . Tz70 .n.. O �" a`1111I \ V - '111111111111111AI 1 A A C o m Y. C `d \ 5 1 II111111\1 { z � m o 0 0 4 AV AAV , N" ;IIIII11I111I' m � � O ^ sDm CO td \ \ 1\I\ 1 Z m � L11 >0x (�'o o = m ° Zz ��z op ozm coo p o' o m y.. .-� As A AA v �11 VIIII 1 N O z m z - co Y C7 < ^7 m pJ � A m n o o I n m o m \ �I m < 2 U) V m +� IUD v I _-- o � < z --- z n m v Ln 411 o o Ln m �1 0 ' rn • . \ o.. �' z m N z \ � M D' L-RI— r �f z Z \ z m \\ P: \99\GENERAL\A&P-AGAWAM\dwg\w99425ss4.dwg Fri Nov 17 16: 22: 013 2000 o�o � suss E4 WALNUT STREET' EXTENSION g96 (PUBLIC — VAR. WIDTH R.O.W.) ao o DO W Ln CD 0 --- O Ul �o JJ wp �� \\ a� 0 0U m A _ --p n z z c° rn cn a w m p ILE �Z fi114 �ww mx. m Zp -.D -- x xM 8,MSSDmn(�,Kr <`O'-10-0 ►y 7 �S� I+�o,W,. - __ - - +dm - - - 0- _ _ _ _ G- - - - � TILE m j O r pN Zr ZZ m m Ox OOr<rp O O Z 7.q ---- - ur.i - _ - _ `- G- s- _ 42• RCP_ _ _ - G-- I - �- _ zz r r r C mN Or,O __ �Jm - -- �� - O A zz D S = Dr DO m fmTl 0�ZV7 "P 3�D �O�z Oz LJ 0°// 0 - � 42 RCP m -_ -- _ -.� N�- �.---_-_-_�-G- �- - - - _ - - - - - �- fin - _ o ODD D r O D nN �N A A OZ m�OS Om m�J�A� a�// - - -- S08°51 OO"-W N - - -- _ - - - - - - - - 42 P.� ,Z�) A0 A D N W Am DO O 0 me O��D;M Wo NZZO�~O - IR_ -- - - / _ - - _12 RCP- ri 2' --- 12 W_C =_'- ¢ate- 12 P(7 C�C"'�.'i7_ - � co c rN A zA Nm oo ^ mo zpv�cmzm mm�ozA — G— - - �- 7 «_ -_= DEED� i - o m = o � g z r*, mma zA-zmD cn-VzD- �r_ 2, xx� ll II m � r < O m m In m Az ODr-+-r v oozcn I m m\\93.0 11 II II .20 - OrN m cnR) Fz o" A m Zc)o=0Fni oR`r oZz00 �a \\ e, °° "Z�cao �T m - 0 � � zr�*, c �o Dcno mmm � o��cm VAS _ '-' Don v � p0 PIPz xc �> z Ozu�v �mDpx �pZO7 v tv e ?oo r O N N A Z D SZ m0 UI O�AO�ZAZOZ OI���O m m �Am p I - --.-- .- __ _ —.-- 0� o m m ozm�r o�mc A I �I o Z l o z- x m=o 0 D �! Z m m o Z� o M Z m m K F,m o m R3 m�-W I x A o n z m y N m O r z m n z �. o0"E c m o > p xo mm -i -in Zmopcnzz opo<n A o A \ < m � D Pin mm D a zrCO o�oo �00 Am z o z 18 0 A o y � o w ��vm��zczm po�m�o A y \\VAA Am D A �`n I�„ A I Ill z o v � omZ v mo oZ0mAAqM 0<o mo�c < Z \p \ m \ \ I �� 2 it r N N O Z D O r N m � O CC, Z3 m� Z A NO2M-Poz*0 mmOrm>x _o mp p " p� co A z �� 1 II 1 ova c �8 x � z o o z -1D o D cnmzoo �In Z � -1 , '-7 \ rn oo o� � z = K —tm p0 MZ o o n�cz%�=0 Z> oz> —o \ Uo g m z < D z k D o _+ r �mzmocn m��'4�0 (� `•; V A II vmo m � N z p� o o Dm �xOm x3m v ml \ \ II 7 - mz0 A 00 no 'gym y a m-zi�noov'arn� ��zAz h \ V �. o I/- 1 III II =NZ-aI r -a C o CO m z �, D zcn O r 'Amm�iDcm 3mzo AO I� \ N13'40'00"E iv `pF r W III' 17 II II -,t•i0 cn A � A -+ ' o c� < <� czi o mD <I'1>o-w M� 0cn ,,-„ I '^ - - C0 ��mz o f NZO D_ -ao - z m or_z r_ om- rn 60.22' o AgAo 00 Im cn�� ° zON z m o �11�zrOr,rZ�A c-) --u > I oa \ �- L_ � - - L-- S F� c - c- - -- - c -II- - Id s cn coo m r=*I O Z N W m D mm0� I \ / - G �: - G� G r v w O ° O O O O -a D V) Z 0 m -Um m m _ o U N APPROK LOC. U.G.0 Cd$ r �,va,�+ � q• II W O N D a O c CDj 0 c)Z D A A O Z {c A 0 0 I ii = I° \ V v V�VAVV v o!o d (SEE NOLINE R EU�LIN IAARKOUT .�2 za � z v z r A mcnzz z-1m,v Zm zm- I I I� C�7 �, , a3+ o < � 0N -m 0i= o o <��T,nDO -73 zo n -01.- 1 v �p \\ m [� Vom 169.45 1 III �1 0 Pm D om es rm om <n x o o�{N x 7u� -K w I' g Om D-r > v � o nr, cno n -10-�Zommm zm� Zbm cow I I A - � C) z �g = r � vz m r cn xcn c o�v a ca S� N1359'00 E s pX -*T r mN A v> cn-om�Zmx zc = -o I � A � 77 �" „ --_ c- - - Gtl eD .t met m 00 o � �zz A T0D �c>�o< o m W �� 3 �`90 to ma r Da m �v�m�� Ao D mm O j \ � zo� 6 S 0"r w - ._ M � oo g �— 136 32' \ oO r O DO m OOP Z� v ➢ND 1 \ m _ - _ - OO o � 0 0 N � � m o v�m20 C) rA< - - -- 1 \ Wo o N13°59'00"E m - -\ m11 1 III o w o z - c Z 0 O ? o o x]- mZm ---------I I. o-' In A �' < < z2 s; o� O � � z � vz A z I \ m �� \'\ o� ���s � -III - I4- o 0 �W ` 0 I \ N qi 2 � o a�'Z A VA P148.88' _ _ �����w II�242.46' N13 59'00"E - w �� 9 N13°59'00' E y 6' c1. 711, Ism>T �m 'O v `� A (n �� I I S`i4� Opp:O r,��m 4!00 • o $ p II v2 map m _� I II II OyV •� CN DAZ r mO �JWX mO T�2R �00 I �Ime o Im aN IJs� m Ao III ,�-, W PAgmA , . v o ,A,�v,�o D-zi-1 - _A m w m 76�-I$'AD$ z N 11 co T zA _� - , s_.00s f� �" ="o {n w I J A>� A v -ya' YI W .G00� //80,-15' ADS, $=.01 c A a mZA II e " 3. ,Z1' 60 mfa `�x � 11 • oo� x Ji 1 N a�� ono - o o PIP I I•- PROPOSED 6' a. PROPOSED B' II - - - + O I I I M WATER SERVICE FIRE SERVICE Npm o G A o o I � ZZ LD r o�D $8_ ramp vmim O I .zG" im \P Zm 11 II �I r .Z� � ems_ ' Im � �N _ OI FA PIP mZm I �� i�o I �c X m �. oN zAD Om0 I aP "m I ]O � a , ' Sj°x�LqB" TILE — z 0 A 0 n I m� J A n O � a°v' S TILE zr z2 zG" i I o r, m O D_ m \ C O W p p A o z I 1 N 13°59'00"E �� I REED,PARCR BNE m �-oA, ARCEL 1�3, .� . . 405.89 � Nu Nzm pm I I .. N m' � ARGEL.2. . � �` S � � ix A � � "m, `> < PIP 01 nN FT] >O I I n I aNl. a o m m m z 8 I .T �A I D M Mx CO mo I o 0o Am I I mp I I III f III N O N I z 0 c II o .0 5D _m A m I �J �y�y��� T D L J I W A I la Q U m -ai I 133' WIDE a- J PARKINGI R O.W. PER. D.B. 2352, PG. 125 I f„ " C.I. _ I c III 7" I Ig, g — WLG mm o C -o m v v m m m m m I IIAl A 0 0 0 X X X X X Zl � �. `^ "' o ,♦a 'Ir 0 0 0 " O O o O z z z z z m PIP Ll I � m G �� Aa� I ' I memo I mm a 12"RCP m O m A I I I n a I O N O I, a am r c- OH= - -0�- m o r m - - Se fzl m m m m r I II C./) O o z - Y'` 2' COPPER W d -a r I I I II G TI / b o O CD W - 2.. COPPE f W _ m I p05 r o b� o N . �F= z o ,A'i9L I � � �> ER -2"�CWOPPER - _ __ I w I f G — � G— II 3 Z N O I O cp w ( \ g 1 r O rd O I A Z z z�ro I am IIN II r i I '— Rio. �<a �o Ili :,LOT 'LINE (1 P N16°20'45'E O,Og o I 31339 J 2-16" CMP- v CID I W _ IIv I o 00 o r� llv 1 gas_ X x I I z x x x 4� � m0 0 wm ' or""S ".a V crRi� At0 Atp I r > 0 z N ~ �. n • W�2 �'` K U N VI N u N . o � o . O f � N � � IVI _ DO m m x x '� y �zG" s m $ w W �.. E� //���,, z< 0 4 z # ® ED • • • ® • N N ii IAy II � Em Nil W zo � / ' � -IT' ; �••� � C U U U1 QO k m O ■ -,dOa 9l ltl'\6 G M I1 1 d ,P r cc •. I m - BZOO`S M / N 1 Il \\ `o z- `1 e� lal-AIL G c" � o d I eaoo=s'aaa . aos� y m 1 g m �? ' o �• 0 8S`0_s �' Old m m > II �' o,51„ ® (IA NQ OZ it It , m D 0 -a � � N $ C C TI > O m D m al ti -� m D D m r m D >T o 0 00 c m o d M+ I n `b, Y' o M D r r m -P r m D m v O z L=J 1�..,.y� 8v ��O m m m m m O m O ti L J I 11 m = c < _ = Gl �J -1 ZJ S z 00 O O m O Ip CO n o < D o n p o m < o c 1 1 A �I �� ll o I v r< m ro D m Z z n c m o m TJ f I O l r O m J m m < Z p z O r m d r z O m m r A I AV II A I I 0 C, m r m O m 111 \\ t7 .mot . o " o m m Z Il e oa cameo \ u 1 l II \ m 'c m u II m �. \ o I l j, a° 01+—CID � a 11 0� _ l 6 (DEED W co <A 0 _ 0 409.61 / ti ti o �wumm 1 10127100 REV. PER TOWN COMMENTS MAM Rev. Date Comment BY o ----------------------- 0µ _i- 0 Q I 5 o —� _ _ �o II03°57 7 , z �z o o z 11 " _ 0 _ - m r O —`1— -- '2 F r, �z II m< �m m a 0 — G t z D �O�J p"� oAn, n V, 0 U c Sll vAAAA � n m _ VAAA:AAAAAAA � \ c o \ v z�zz -On�� � � w � - VAAAAAAAAAAAA on O \ IN'I o�rn z o O o v> o z { m \\\\\\\\\\\\\\\ \\\\\\\ d o \ z r r- � o > N, m z a < VAAAAAAAA o A• z O � �No JAoMM �Nm AM D Zj \\\\ p m �z " CO N o m N r�i I VAAAAAA�A m u o cn r m o = AA AA O O Cl-O eY a - AAAAA z, m u D z \ <o o \vAAvyvA n z o zz> �� 110 m Z s1 VvAAAA�Av� Z � cn n c o0 mmDoD -u ° r `ll7 m I m � fmzNo o n `3p m n n D p m coin �1 I Z Nu r0+. O p" D x A til Zccm O0 yll -o s In -' ram m O =' j D m ^ yDm .j cod7x0 vm All D x P � `a m r 0 D O z z n >m w cc 7J v1 I o o Q z z z O n<c �, � m I U o p � c o O 1 � a z Jw No z gyp < Y m m SO 0 a " ICI lU Lam] D �m >< m c C� mII _ > m �I I �O A n < N C C0177u, O G- <O CO tD ti Cp 1� r Z N QI 1 m 0 o m o j O A m � Z I 1 Zo m z m o N 6 I I o >= m 21 5/a" sauA�E L ,O I - R=60.00 N D=46011'47" / L=48.38' CHB=S62044'16"E ucHr EIxTUR � - 1000 WIGH AT N CHD=47.08' - �p VPR-55 1000 MHURE M(HP5 CAT BY WL5 LIGHTING SYSTEMS; f L=48.59' (DEED) / � / COLOR: BLA17Z7 CK MATTE FINISH „S,'. / , 1 1" DIA. 1? r- BOLT CIRCLE R=40.00 . 1 D=49027'38" \ L=34.53' ' CHB=N64022'11"W 4" STEEL �] � 1\\ CHD=33.47' POLE ASSESSOR'S MAP No. 1-15 0 / POL� ! 1 � P IJNTE � LIGHT DETAIL - BLOTK91 R`20o00, 'C14 � ) AG A 1v A1V4 SHOPPING COURT N To scALE ® LANDS N/F OF D=77 29 0Q (50' WIDE PRIVATE) _ M UEACTURE BY: wLs LIGHTING SYSTEMS - f NIRVANA MANAGEMENT CONSULTANTS, ET, AL. 10 1 2" CHB=N65'09'30"E N76006'00"W PORTION OF AGAWAM � - 0 1 D.B. 4855, PG. 353 SHOPPING COURT TO (,I CHD=25.03' 79.31' BE DISCONTINUED -_ - BASE PLATE BENCHMARK PER REF. #5 'RANITE PK NAIL SET N76006'00"W � BENCHMARK BOUND FOUND ELEV.=80,26 49 10' PK NAIL SET - - - - - - - - -- - - - / ELEV.=90.91 EXISTIN TREE D-B 7040, PG_ 450 GRANITE - - - - I - - I - - (10 BEGREMOVED} _ o (PARCEL II) MON FOUND PK NAIL FOUND I I . - - ON LINE, D,48' E . - 2�� I I � /�/,//// 4" SQUARE STEEL POLE EXISTING TREE I I ��4'S�, r / (TO REMAN) ` I � „J /// COLOR: BLACK MATTE FINISH // WLS CAT. 25-D-45NT-1 1 0 o I I 4 124' I � - p w i 1.27 1,37 1.59 1.67 180 2-02 2,13 2.03 190 1.81 1,74 1.76 1.95 1-93 99 2.10 2.05 1.91 1.6, 1.59 1,88 1.76 1.68 1. _ • 79 1.68 1.6? 1.75 @' 1,67 1.62 1 _ �, C 2. Gam, 2" 2.61 2.66 281 0 3.62log 3.94 14 3.50 2.95 250 2.20 2.66 2.00 2.03 2.22 1.64 1.07 1.12 2.33 3.10 3.16 3.00 2.64 2.12 59 r� I I � 7 PPG L13 j LD O 1.52 1.70 0? 2.20 2,37, 2.56 2.51 12.69 2.54 2.31 2.20 2.40 2.82 .22- 3.42 7�16'®13'0W1W 3.23 3.� 3,08 3.05 09° 9a 2.96 2.96 3.03 2.90 2.93 2.94 3-02 2.90 `Y�6�-W36' 3. 5 P�96 3.03 3.09 .2 3.17 3,30 3,43 3.63 _ 384 4.02 4.25 4.20 4.26 4.4 7- 3,86 4,02 3.49 2,93 2,72 2.59 2.64 2.85 3.13 3.15 1.89 1.79 2.76 4,19 4.25 3-61 3.09 2-45 1. 9 � / A4 O _• 2 37 4 - - ®® 1 n, q4d ` I __/ c 25.00' D 163 1.97 2.49 282 3.07 3.33 3 R 362 31 2.07 7 z 3 3 2 5 6.64 7.25 5.90 6.18 5 95 6,36 P 6.92 5.62 5.8 `3 e4 . 6 5.7 5 51 6 5 P$54 5.75 6 50 6 83 5 57 5.82 0 9 5.74 6 D3 6 87 7 31 6 17 6 57 7.56 7 97 5 37 5 09 3 8 4 06 4 67 4 05 3 55 3 35 3 3 58 3 87 4 9 4 61 3 18 2 60 3.09 4 97 5.25 4.30 3.23 2.09 1.3 � / a S26025'00"WROP6selD BD�LdING 1 ------ MOUNTED LIGHTS / \ PROPOSED TRANSPLANTED / ' 4 4 P.O.B. \ 40.32 - ��11 PROPOSED v 1 HYDORSEEDED ti / i - '-?2 3.69 4,D6 4.06 4,49 4.43 3,6yTYP.31�a PLAC s 7 6.70 11.3 HYT10it�EEDEf n 11. 10.9 11.9 1 11.7 7.45 6.5 ''• 2 1.6 7,6a 6,83 11.0 122 6.12 7t.8 13.0 8.20 4 4.53 4. 4. 4.02 � i Zb 3 7 3.85 4.39 5.2 5.5J 4.70 3.39 3.51 5.33 5.60 3.97 3.10 2.69 2-20 / / / e 4 Al PKNNAIMASET /////�//,i/ iAWN i LAy7Nf57 fl / CONCRETE ��%�%��ir% ELEV.=79.22 BOUND / % / /// / ////// � � � � � d ti �/ CURB a BOUND / // / 2 2.76 3.44 4.44 4.69 4.11 4.12 4.66 4.32 3.64 3.44 7 8.34 .8 22N 9.55 19,6 21.6 t0.6 911 19.2 21,3 10.3 8- 1 191 211 I 0.2 $.82 19.0 21.1 10.2 1381 19.0 21.1 1J.3 589 ) .I 21,2 10. 9,10 19.4 21.6 10.9 966 201 22.3 10.8 5.6 5.64 4.85 20 3.6 3.43 3,29 3.4 .04 4.67 5.41 6,26 5.66 4. .44 4,93 5.92 5-14 4.04 3.30 2.56 / I / I b / MA TYPICAL POLE FOUNDATION 11 / 50' WIDE FASE. TO WEST. % , 1. I CONCRETE,1 4.51 48 a.24 4.65 4B4 4.15 374 40 609 475 59 3.20 4 4 6 1 4 6 4 1 3 2.68 3 DDD PSI DDNC E E SEE DETAIL / 31 3.65 3 3 8 3 9 52 04 ? 0 35 3fi6 5. 3 5,08 4.09 33 , APPROXIMATE LOCATION / �/ - �/ � / / ELECT, CO. PER ASSES. MAP 1 / Or. Of UTILITY U�CMCN7 � � - - Cr PER ASSESSOR'S MAP f1IIII / / 4 0 4 3.9 5.49 5.46 505 .53 9_ 13.3 12.4 .56 5.6 4 .IS 2.75 2.94 •J.48 457 5.19 .92 5,46 3.85 a _71 / d 2 2 4,64 _ 4. 9 5.08 _ 1. J 4.35 3 2.94 5 22 8 2.39 f I / TRRNS�LANTEB / // Q / n - TREES ) / j / W .-, - , / / / ! 7 7 _1 6.63 7,14 - , - 1 .7 1 .73 3. D _13 3.40 3.89 4.47 4.87 535 _ , 7/ 3-1 3,74 4.1 4,73 5.63 5.79 6.00 6 8 � ,- � 3.2 3 8 50 3 5 350 9 88 2.fi4 3.53 3.01 2-43 tag YARD, TYPICAL LIGHT A DETAIL O GRANITE / �n /, o - / BOUND d" / NOT T A I 1 7 4 4 4 4 / 0 O SCALE / 4.t0 4.50 4_ 32 7.39 9 65 2 8 , 2 2 B 3 35 3 8 3 .26 22 3 8 1.72 1.45 7.66 .B6 2.63 99 558 5.91 6 � 2 2.15 1.7 fOUN 6 D O� 1fj / H FIXTURE, P ANCHOR T W o O 3 PPG LIGHTPOLE, BOLTS NU ASHER.S AND CO / / �0 , , / ALL OTHER MATERIALS FURNISHED AND INSTALLED BY G.C. w O1. --4 4 4. 8.25 12.4 8.1 4. 3.7 3.56 3.56 3. 3.87 3B5 3.89 3.89 2.87 1.63 1, I 7 ! O5 90 5.39 9 6.83 2 30 .4 2.37 262 2. 4 1 l 5 66 6 2 3 2.09 / / z / 1 EXCEPTION � o f I / BLOCK 111 11 , 1 / - / 74 J J4 _4 7 .4 .61 3.76 1- a,3a 5.19 0 7.52 9-33 B 3- 3 3 3 3 3 B 33 3 2 3 2- 8 .63 1.3a 1.68 2,84 2.98 R 40Q.0Q PER REF. 7 z 6s7 7.Ds 3.D1 2.75 01.e E .� i LOT 2 / , -17 34 01 . Q / L-i 22.64 0 4 , N F F 4. 4,93 5.68 7 .66 8.fi3 4.2 4.26 3.68 3. 401 3-62 2.06 1.77 225 7 3.9� - TYPE A INSUL LANDS D .03 7.69 8.40 8 � - 3 6 3.fi9 3.28 D 2 E x!s TR , „ E0 EIs o W , WI OW R OK ASSOCIATES BUSHING CH -N17 38 00 E LL 8 0 / T TRANSPLANTED) D.B. 7040 PG. 450 % 6 TN D 9E 6 / OI ; CHD-i22.1 � / Y / 4_ T 10.0 87 4.9� 4.86 a.a4 4.31 4. a.32 4.47 .90 4,73 3.00 .70 4, a� 6 5,59 6. 8.30 9.99 1 2 39 2 65 .9. 4.14 PARCEL II � �, 3.55 / ( ) - - , 3 PS I / / a� l / � I I / N 4 AR I. FASTEN /0 BARE N TO GROUNDING o P Q G D / � 4 7 1_ _ 7 Z56 1 R0 J f�/ C _ 41 4. 8 4.50 4. 5,16 5. 3 4_ / .9 6.1D .76 .7 1 11. 11.7 1 9 9 6 P 0 S E D 5 0 L 0 J. 5 33 5 8 66 86 5. 8 26 3.07 3.26 4.85 5.70 4.6 9 8 zD 5 a , 8 3s3 HANDHOLE / / C7 / LUG IN BASE , . / i /i / SUPER FOODMART i z i / 1 J, 4 4 7 I 4. 6, 8.16 1 _4 1 .2 11.3 7.86 464 4. 1 5.29 4.87 .52 4 5 .9 535 1 6.63 5.35 4.D5 4.19 .60 5.72 4/ 38 D I 1 9,99 D / i' 5 .29 3.29 �PGC 'it, / / / / _ �' / CHAMFER CORNERS 85 SPRINGFIELD ST. / T COVER/ r�` -1 4 5, c�I BOLT co E PLATE LOTS �C.'. 576'01'00" , E a- , / ^"^V 4 7 1 - - - 4. Oa 5.38 4.90 4.fi2 4.5 .65 4,96 5.53 6,49 6,34 4. a /4.7 6. 0 S. 1D.5 10.7 9. .�0. 53 .16 4,98 5.99 5.18 4_t 3 ..J.- :J - FFE- 5.85 8 s '// 13.00' tD � / / / �+ 3 PJMF .' o 1- kANDS / a O S7 PROPOSED m' H R T ® o : STEEL ANC 0 BOL S LEVEL w LEVELING NUTS 0 L EL LE EL G U S a a .• 1 N'R rY �CO PANY .�' t+'3 /1. FANf 14L. M I1r .73 a. HYDCSffDED a. 4. n ,I / / 4. 6,20 J.82 10.1 I 1 .9 11.3 12,2 5-65• 5.68 96 38 62 53 6 6,8 6,17 3.88 3.38 4.01 535 5. M-� / 4j 2a 0 DD a.Ds / FL1RN. w POLE / / �J o / P' .4 LAWN / D D.�. .5978 G 58 l � / / � /o, / PROPOSED 4 800 S.F �,. - PROPOSED 3,DDD S.F I 5 1CC , UJ / , d/ / I�1 �' RETAIL SPACE/ �.+ . .- r 7 5 1a 1 / GRADE �' 4. 79 Z2B _,4 11.1 11.3 11.1 5.54 5 5 5.59 51Afi 5.09 502 5. 5.5 83 5.85 6,47 5,85 3.62 2.76 _83 4_ 8 4_ //�,,�� 5 9 11.3 RETAIL SPACE 2 ? 29 3.56 / / / �/ / / / / 97 SPRINGFIELD 5T. NIT 73 SPRINGFIELD ST. i GRANITE '1� 24" ROUND N _ N1 D / D CO C 3 59 0 E T / caowELL a P �T� _9 - � 5. 2 6 66 557 5.43 5.27 5.37 5.74 5.77 5.82 552 1 7 Z 1�9 /�/ / 4.a 5.23 5.21 7.63 8.9a 4,38 9 8 5 5 2 33 2.26 2.04 3.12 3.44 .91 i� 2 N FOUND F �' PIER w 4 D BOUND P 29 QO DEE + i�JM _ , d - DEED ARCS LINE z / / # o // XX - l 1" 14. � �Z`" C PP R LAD 00' ;I + 0 E C � V RT, TIE w EXISTING TREE F E 3 / 7 D 5 5'2 00"E , GROUND ROD N7 1' "W �k gF 6'D DO '/ 8" O.0 BY G.C.C. / i" b0 / 'I. TO IN x 3 4" .cam. . MA $, O„ 25.25 3.9 4,65 6.61 7. 7, 2 7.71 7-55 i _ .._ 5-69 5 $ 553 5 63 5 38 5 2 6 2.77 73 1.47 1.9_ 3.08 .63 ( / ) ►�' . 3.75 � - - -. ►n _ '+-! o % a _ ARC O / e7 / a I / =S 4 AR 0 B E O D/ GC / ` . , , a % / 3.9 a. _t _ _ 9 6.77 617>v' 6.1 .3t 6 6'6 .54 6.36 602 5. 6 a,99 S.OB a,B a.22 2.a7 1_60 t40 I. _t _ o 32 5 6 590 63 96 3 3 295 D w H'a P / a I r L-' / N / / d 'x 'x AR I 2 5 5' I- II P CEL o I� P E o_ O c� / / 9 CONCRETE FOOTING L Q / D.B. 7040, PG. 450 d4N -/ / " 4,46 4.DL 5.25 5.76 5.9 6.21 6.36 51 6.35 6.27 6.25 5. 2 565 5.41 5-15 4-55 4.48 3.83 3-63 3.4a 317 3.09 3.15 3.16 3. 3.35 3.13 3.3t 3.19 35 3-50 3.59 3.62 3.61 3.61 3.55 3-42 3.33 3.40 3. 54 3,58 .54 3.59 3.59 3,64 3.90 .27 5.49 5.56 5.98 6.66 7,09 7.55 7. 7.47 7,17 6.24 5.4 14 4.81 4,65 a,40 2.71 L88 1.72 2.: 3. .1$2 I /ONDUIT TO • • • •I 6� k I W / // / o c � �t 1 �____ _ __ ______ _ --� ____-�._- _ __ .,�� { EASE. TO ----- 'TEXT FIXTURE ++ A / m I / d" ri L � .... .� .,,...,,�..� � � ..� ....� � ..,. �. .,...�.. �.... �..,...� ...,.��.. �,......� 100' WIDE AP kt(N. 30' BELOW 5 5 x 4'-0° EACH WAY 1� I �-'� / Z / DO 4T 4.86 5.07 5.31 5.94 6-31 662 6.79 6,93 6fil 6.74 6.13 ,5.64 5.34 5f1@-1A1477�EL4cP0 14.37p„ 4�1y2'} 3-84 3-67 .353 3.61 3-66 3.$9 3-75 3-54 3.59 3.95 4.23 4.31 4.27 4.26 4.•4 4.30 4.09 3-71 3-65 3-91 �-BB 3.96 3-95 4.09 4.23 4.39 4_61 4.69 5-21 5-59 5-99 6-73 7.42 6�56 6.99 9.34 8.80 B-22 6.97 6-19 5.64 5.37 5,16 5,00 4.01 2.29 PE�.1,��5�4�' M4.49 , AIDE 3/4" RIGID PVC CONDUIT ry Q ; � I CQ j / //� L R l J I OC L J • mp,. Ei ECT CO. % O C� O / / 3.0 4 56 4.86 5.07 5.78 6.68 7.25 7 57 7 75 7 63 7-29 6.69 '5.99 5.75 5.45 5.20 5.09 5.02 4.85 4.65 4.49 4.38 4.20 3.92 3.75 3.99 4.32 4.25 4.38 4.91 5 10 5.32 5 40 5 15 5.01 4.55 4 35 4 50 4 17 �99 4 09 4A3 4 71 4.97 5 19 5.37 5.59 5.72 5.87 6.31 7.29 8.37 9 54 9.94 9.30 9.52 9.28 7.94 6 99 6 43 6.14 5.96 5.67 5.25 3.32 2.99 3.6. 5.39 5.32 % ._4 n � / 0 32.00' /� /�/// // / i 7 EAC 3 RPJM 9 EAC 17 HVR /"9 9 17 HVR 18 HVR ./ LIGHT POLE FOUNDATION 0 I S 13'59'00"W /� 2.6 s7 - 4 za 57TMD 5 31 6 2t 8,23 7,05 ' T v 5 23 5 66 5.11 4.39 a 93 5.68 - 5.95 5.12 _ 4 45 5.23 6.37 6.08 9 36 gel j 9.35 9.05 B 13 7.29 6 65 6 3 6 29 6 3 5 24 66 3 96 a 0l 5 87 575 m � I -CC) T /�" j coo BLOCK 1 /1 9 RP�� /. NOT To SCALE �'Z / / 2.2 2.72 3 4.09 4.89 5� 6,97 8-55 10.6 11.1 11.5 11.3 9.55 8.07 ;7.10 6.53 6.09 5,70 5.85 6.51 7.26 7.31 7,21 6.86 6.02 5-15 4.77 4.74 4.71 3 5.55 ,.71 8.13 E.04 8.07 8.3.r 7.06 5.86 5.14 4,69 4.68 4.93 5.27 6.06 7.06 7.40 7.69 7.74 7.35 6.85 6.73 7.15 7.64 8.62 9.61 8-59 - 920 B.14 7.22 .4b TMD6,47 6,9 7.36 5- 5 4;� 5,82 5.8$ n -175-01'00"E LOT 3 / � 4{{ I / 1 0.60' 3 MS W j 1 I + / S�6,Q1 DD E LANDS N/F OF 2.1 2. - 3.92 4.95 7,64 972 11.9 11.6 11.7 12. -- 10-8 8.84 -7.55 6.83 6.40 6,20 6.46 7.44 867 8.45 8.32 8.43 7.05 5.84 5.16 4.90 4.92 5.17 5.88 7.00 7,98 7.06 7.04 40 6.19 5,42 5,11 5,00 15.24 5.84 7.01 8.45 8-52 5-68 9.14 8-28 7.59 7.37 7.37 7.84 B.53 9,B9 10.3 9.63 9.80 . 44 7.97 6.86 6 8 5.81 5.73 6.26 7.27 2 4.11 3 4,93 5,66 -/ / 16.15' J. WILLIAM, JR & CATHERINE P. CUNLIFFE 00 57',23 250,,E / D.B 4033, PG 103 PROPOSED �I + �ExxISTII G 0 FT. 9. / N 13'59'00"E 2.D z 37 3�'HYDOBL bED 4, z 8.01 10 t 11.0 9 98 10.2 2 m 10.9 9.00 7.60 6.65 5.28 6.26 6 58 7.69 8.46 7.55 7,41 810 7,40 6 15 532 493 4.85 522 6.03 7.18 7.77 6.9PE 6.02 754 7.53 6.35 5.47 500 498 532 608 728 8.36 7.60 7.76 8.75 8.49 7.67 7.45 7.49 7.48 7.92 9.05 9.65 9.82 9.20 9 7.29 644 5 6 05 6 56 6 63 6 88 6.17 3 69 3.03 35fi COW l H PRESSURE / 32,17' / / LAWN PROPOSED , � C" SOTHUM LIGHTS (TO REMAIN) % j 1.8 .24 2.86 3.65 4. 6�1 8r1YDVJCLUED 10-8 9-97 11.2 11.1 � 10.7 5.69 7.49 6.59 6.13 6,27 6.85 7.79 8.05 7.2 7.18 7.73 7.52 6.34 5.46 4.99 4.94 5.23 5.83 7.02 9.35 7.63 7.55 8.44 7.51 6.13 5.41 5.06 5.03 5.44 6.26 7.45 8.09 7. 7.45 8.33 847 7.70 7.36 7.25 7.04 7.27 e-D9 8.57 8.79 8-32 7.18 6-38 6,32 58 6,46 6,04 6.01 5.49 3-26 2.41 2-47 3.55 I-._....._.._ I 11 EC z I LAWN 0 '6 --0�5'--"' ">7:6T"uA_�.iit--27---__�34=`='.fix= - T:83 2:30" 278-- 3.76- - - --7 40-----948-- T1.8- ---T14-- -'--11 T5---12-a-- YD7 853 -`7.42 6.71 6.34 6,28 6,62 7.66 8.77 7.98 7.9C 8.67 ,.52 6.17 5.48 5.06 4.97 5.11 5.57 6.42 7.75 7.9C 8.02 6.01 6J8 5.78 5.2C 5.05 5.07 5.38 6.03 726 $_61 8-00 8. 4 9.09 8.52 7.61 720 6-99 6.95 7.19 766 8-29 8.29 8.02 7 7.21 6.48 6.12 3 6.02 5,78 .31 4.59 2.06 1.81 1.64 2.41 © 6 PROPOSED ! 0 � � ! HYDOSEEDED E�lyf,� P.O.B. � 0.99 0.46 0,51 0.72 1,34 1.58 1,52 1.51 154, � 1.61 1.78 2.03LA� 2,79 .59 4.51 5,56 6.84 8.37 10.2 10.7 11.1 10.7 9.43 8.06 7.06 6.4a 6-07 5.98 6,3, 7.03 8.21 8.26 8,39 8.27 .8a 5-79 5.2a 490 a_63 a,69 4.91 5.65 6.23 6.51 6.67 6'' 565 4.99 a,7a a.81 a,8a 5,06 5.60 6.53 7.99 6.32 8-61 8-77 7,83 7.15 6.62 6.78 6.95 7.a8 7.93 B.SB 852 8.37 7. • 7.29 66�5 78 a, a 9 3-68 2-a8 1.5E 2B 3s D.B. 7040, PG. 450 � : ; I PROPOSED 40 FT. HT. 15 EAC (PARCEL I) � l 1.47 0-91 0.59 0,61 0-89 1-94 2.02 1.95 1.93 1.94�i_i 1.97 1.99 1 2.05 2.30 4.41 4,99 5.93 7.22 6,08 8-65 8.95 8,59 8.02 6.59 5.21 6.11 6.00 5,56 5.49 6.11 6.69 6.89 6.92 5.63 5.99 5.13 4.96 4.91 4.56 4.20 4.34 4.91 5,17 5.38 5.53 5-3:' 4$2 4.41 4,15 4,34 4,75 4,79 4.94 5.69 6.40 6.64 7.12 7A?"DDIBM L�HT$�`f3"DRE 6.29 6,51 7.09 7.4J 8.37 9.42 9.40 9-08 8-48 73 6.71 5,90 4. 8 4,62 4.00 3.5 3.16 2,71 1.43 1.11 1.01 I 4 . Q' ((TTYP. 11 PLACES) 1 2.06 1.91 0.90 1.32 2.80 2.99 2.84 2.68 261 2.33 2.12 ' 2-15 2.43 2,92 3.56 3.95 4,50 5,39 6.39 6.61 7.03 7,18 Z17 7.06 6.36 5.86 5.78 5.fi3 5.19 5.07 5.36 5.54 5-65 5-58 5.62 5.48 4.91 4.61 4.49 4.49 4,19 4.30 4.36 4.39 4.49 4.5! 4.4U 4,32 4.19 3.96 4.23 4.19 ly Q3d" 457 5.10 532 55t 5.fi7 5.65 563 5.52 15 6-9 7 �.50 0.55 9.85 9.32 8.99 9.46 6.74 5,66 4.71 3,93 3.44 2.88 2.44 1,72 .99 0.07 , [ff�0 O ' PROPOSED 3.10 3.T7 1.67 IA5 1.91 3.77 4.04 3.72 3.28 2.87 2.53 2.34 2.36 2-55 2,83 3.33 3.75 4,25 516 5.93 6,12 6.06 6.25 6,60 6-65 6.14 5.56 5.18 4.91 4,76 4,92 4.96 4.84 4.81 4.87 4.87 5.� 4.76 4.14 4,38 4.19 4,37 4.28 4.04 3.95 3.91 3.77 3.76 3.63 3.86 4.0 3 3.70 4.21 4.46 4.57 4,60 4.59 4-73 4,91 5-05 5.18 5,91 6.46 7.59 8.81 8.97 7.s 8.63 8.00 6-32 KYDDSEEDEN 46 3,60 .94 2.49 2.05 1,45 1.13 0.89 0.76 c, Q' 9 JS LAWN APPROXIMATE LOCATION 9U•� , „ �, OF HIGHWAY EASEMENT 1 4 3.94 4.26 2-71 2-54 4.73 5.09 4,18 3-65 3.19 2.70 2,43 2.41 2.46 2,64 2.88 3.41 4,26 4,92 5.77 5,94, 5.66 5,93 BAB 6.33 5.63 5.17 4.78 4.31 4,29 4.49 4.40 4.39 4.26 4.19 4.3t .23 4.25 4.37 4.13 4.14 4,04 4.03 3.85 3.75 3.54 �S4_Q�0��41V 3.45 3.47 3.51 3.38 3,59��0 3.62 3.79 3.80 3.90 4.OB a-16 4,49 512 5.50 6.22 J.12 8.82 8.84 7. 3 7,44 8.32 7.69 6.0 4,82 4.00 3.23� 2.51 2.05 1. PER ASSESSORS MAP 11 ,4l! 11 W ' _ c O� - - - - - - - - - - - - _ _. __ ' 4.66 5.30 3.82 3.06 3.29 5.30 5.61 4.46 3.39 2.65 2.27 2.13 I 21� 2.33 240 2.53 3-23 4,00 4,fi5 561 6.1a fi.22 6,25 6.48 5.91 5.17 4.65 4.D8 4.t2 4.1t 3.73 3.86 3.80 3-73 3-74 3.64 3.8$ 3.8B 4.19 4.10 4,06 3,76 3-68 3.02 2.86 3.04 3.DS 2.92 3,09 Q��� 286 2.93 3.03 3.18 3.36 3.62 4.04 4.69 503 5.58 6.68 8.04 8-62 6,2 8,06 8.18 6.7J 41� .. 42 3.47 285 2.23 7.76 1. 4 1.14 0.90 0.69 0-56 �� -- O 9 SBG N R(' O III 4.29 5.44 4.85 � 5.38 5.43 4.22 3,40 2.B6 2.49 2.29 �2,In 2.31 2,49 2.93 3.02 ®.� 4.66 5-76 6�66 7.36 728 6.66 5.58 4.77 t . B 3,38 3.15 3.12 3.19 3.23 3.28 0 3.� 3.54 3.95 4.26 4.18 4,04 3.90 3.73 �>�� 3,049 S2.92 2.73L066t 44 2,50 2.59 2.69 2,52 2.3 tt2-43 2-39 2,52 2.75 z.99 3.41 3,77 4.08 4.29 52 6.55 7.03 7,60 T53 6.94 5-82 4,71 3.8 3.11) 0 1.96 1.55 1.27 t.02 082 0.63 0.50� cr ,� (PARCEL 4) w 4.34 5-40 4,54 2.99 2.94 4.50 5-38 4.56 3-82 3-31 2.83 2,53 2.3 2.35 4.12 5-71 7,57 8.66 8,56 6.67 5.51 4.04 4.02 4.12 3.80 3,31 3.06 2.85 2.62 2.69 2.83 3.02 1'`t-) 3..1t 3.54 3.99 4.62 4.53 4.25 4.27 3,99 �8�'3-04 2.74 2.413 2.36 2.21 2.08 2,24 2-31 2-1 p 2 2.17 2.29 2.67 2-98 3,06 3,26 3.62 4.D7 4.58 5.14 5.68 5�85 5-68 5.32 4.60 3,96 3.34 2.74 2,23 1.76- i.38 - 0 e K :I- v____1_A_ k - b � ((:�' 1 GTIS 400 4.79 4.22 2.22 2,10 3.63 4.50 4.05 3.48 3,07 z.71 2.41 2.28 2.48 2.79 3.25 3.70 4,29 4,22 5.57 7.58 9,26 9.15 7.07 4.90 4.72 4.52 4.07 3.61 3.08 2.75 2.56 2.30 2-29 2-51 2.7E 3.16 3.59 4.30 5.05 4.95 4,68 4.89 4.38 3.53- 3.01 2.62 2.34 2.10 1.88 1-84 . 9 1,97 1,63 1.81 1.82 1.86 1,96 2.03 2,13 2.44 2,75 2.77 t9 3.50 3,96 4.07 4.30 4.46 4.40 4.12 3.49 3.15 2.82 2.29 1,96 L58 L.31 1.00 0.76 0.61 0-49 0.41 GPI 0 EXISTING LANDSCAPE 1 GT1S 3.40 3.75 3,42 1.69 1,55 2.50 3.38 3.20 2,73 2.55 2.34 2,06 ' 203 52FPZ 2.75 3.27 3.72 4.31 5.22 5.85 7,21 7.40 7,56 6.76 5.97 5.02 4.38 3.95 3.39 2.73 2.29 2-04 1.98 2.04 2,21 2.49 2.E 3.55 4.27 4.96 4.56 4-34 4.72 4.37 3.57 2.98 2.50 2.13 L84 1.66 1.64 1.59 1.58 1.57 1. 3 1A8 1.56 1.72 1s6 2.10 2.20 2.46 2.61 2.AREAS V%REMty%--_3, � 3.46 3.47 3.24 2�62 2. 46 2.13 1-62 1-30 1.12 D.96 0.75 0,56 0.45 0-37 4 16 --I- - 1 5 RKDVW Y � r 1 a 1 GTIS 306'B7' 2.47 2-64 2-45 1.13 DO59 1.33 2-30 2.07 1.92 1.72 1.63 1.60 1.75 1-89 2.7$ RDF50 4,36 5.44 6-02 5.77 5.46 5.75 5,91 5.96 5.20 4.23 3.37 2-65 2-18 1.93 7.78 1.75 1.84 1,98 2.25 3. 4. 4.36 3.53 .�35 1.9 1.66 1.55 1A6 1.38 1.27 1.31 1.30 1.2 � 1. 1.51 1.61 1.73 1,92 1.97 1.96 2.11 2.35 2,44 2.50 2.61 2.66 2-5 2.51 2, 1,9 1.97 � �20 -95 0.711 0.67 0.56 0.44 0.35 O -� 5 ROHC I J 1 GTIs Ex15TiNf� LANDSCAPE �O ^'`� � 11 1-53 1.63 1.55 0.75 0-59 0-79 1,57 1.51 1.34 7.24 1.20 1,24 1. 9 - 1 1 19 2.97 3.91 4 _ 9 383 4.73 4. 5 3.73 2.71 2.08 1,91 1.66 1.56 1.53 1.64 1,67 2.18 2.55 3.11 3.79 4.41 3.51 3.79 4 4.0 3.26 2.6 S,�- RE1aW)-t-. a 1,29 1.15 1.07 1.07 1,11 O I1 1.14 1 1.2 1-35 1.50 7.56 1.415 1.47 1.5B 1.72 7-1.9 t® ' ---- a.21AREAS. 7 V 98 96 82 47 43 S 0.90 D-68 0-57 0,47 D.41 0.34 S0t3°51'D091W ' . 122.00' 216.89' 90.26' � •2 � �w�' \ -- - - ------- ------ - - -------------- - - 135.40' - - - - , - - - - - _. - � .r - - - - - + 46� - - " 582�22'09"E ; { ►t PK NAIL SET 135.60' (DEED) ® � � ® { 575�50 00 E BENCHMARK ELEV.=123.75 P,0.6. S75050I0011E P.O.B. P.OB N \- 4 MH (PARCEL73)PG. 468 P O.B. 143.94' D.B. 5978, PG. 468 D:B 5978, PG 468 D.B.B4033, PG. 103 (PARCEL 1`, D.B. 5978, PG. 468 (PARCEL 2) PARCEL 4) 3 MH D 2 MH SPRINGFIELD STREET G B __/1 'N'_ ) (PUBLIC - VARIABLE WIDTH R.O.W.) 1 MH A �tH� GRAPHIC SCALE AVERAGE EOOTCANDLES: 2.83 fc 0 MH K II' MAX. 55.0 MIN. 0.05 WILLIAM D 30 0 15 ao so 120 MAX./MIN. 1100 00EBa � I 1 AVG./MIN. 56.6 CML co LANDSCAPE SCHEDULE 1 M" au ( IN FEET ) o KEY OT BOTANICAL NAME COMMON NAME SI ROOT 2 MH 1 inch = 30 ft. C'uGENERAL LIGHTING NOTES EAC 75 EUONYMUS ALATUS 'COMPACTUS' DWARF WINGED EUONYMUS 30-36" B+B m GTIS 4 GLEDITSIA TRIACANTHOS VAR. iNTERMIS SHADEMASTER HONEYLOCUST 2 1/2--3" CAL. B+B L-" HVR 61 HEMEROCALLIS VARIETIES PEACH, RED, YELLOW DAYLILY 1 GAL. CONTAINER 3 MH T WITH THIS PROJECT WORKSCOPE PRIOR TO T I5 THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL Of THE DRAWINGS AND SPECIFICATIONS ASSOCIATED OJEG v 1. ! ICC 5 ILEX CRENATA 'COMPACTA' COMPACT JAPANESE HOLLY 24-30" 3 CAN THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS, RELATIVE TO THE SPECIE#CATIONS OR APPLICABLE CODES, IT IS � _ a r _ Y THE - 1 r� T RESPONSIBILITY N IBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE B E THE CONTRACTOR'S ES 0 S JS 17 JUNlPERUS CHlNENSIS VAR. SARGENTII SARGENT JUNIPER 15 18" SPRD. #3 CAN m 1'O14LER ENG now CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK � MS 8 MALUS SARGENTII SARGENT CRABAPPLE 2-2 1 2" CAL. B+B 4 MH � _ _ � _ _ _ _ AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. / � � = � � � 7 � A z r� * CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- PGC 2 PICEA GLAUCA 'CONICA' DWARF ALBERTA SPRUCE 3-4' B+B -_ 2. ALL WORK SHALL CONFORM TO THE TOWN OF AGAWAM AND COMMONWEALTH OF MASSACHUSETTS HIGHWAY DEPARTMENT CONSTRUCTION STANDARDS AS APPLICABLE. d �' " _ o ` NORTH WALES, PENNSYLVANIA VALLEY STREAM, NEW YORK r_ PJMF 7 PIERIS JAPONICA 'MOUNTAIN FIRE' MOUNTAIN FIRE JAPANESE ANDROMEDA 30-36" B+B (215) 393-e300 352 TURNPIKE ROAD, SUITE 105 MTG. INITIAL HORIzoN7AL FooTCANDLEs SOUTHBQRO, MA 01772 (516) 872-2000 3_ IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "DIG-SAFE" (1-888-344-7233) 72 HOURS PRIOR TO ANY EXCAVATION ON THIS SITE. CONTRACTOR PP 10 PICEA PUNGENS COLORADO SPRUCE 6-7' B+B STERLING, VIRGINIA WATCHUNG, NEW JERSEY z SHALL ALSO NOTIFY LOCAL WATER & SEWER DEPARTMENTS TO MARK OUT THEIR UTILITIES. HITS. A B C D (7C3) 7o9-9s00 (508) 4$0 -9900 (908) 668-8300 PPG 10 PICEA PUNGENS GLAUCA COLORADO BLUE SPRUCE 7-8' B+B � `r 4. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO PS 8 PLNUS STROBUS EASTERN WHITE PINE 6-7' B+B 40' 2.0 1.0 0.50 0.20 m PROJECT: The Great Atlantic & Pacific Tea Co., Inc. TITLE: PROPOSED SUPER FODDM4RT LANDSCAPE A N D N COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. ALL UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN THE RCNZ 5 RHODODENDRON CATAWBIENSE 'NOVA ZEMBLA' NOVA ZEMBLA RHODODENDRON 30-36" B+B o SPRINGFIELD STREET & WALNUT STREET EXTENSION LIGHTING PLAN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, MANUFACTURED BY: WLS LIGHTING SYSTEMS 0 CATALOG NO.: WLS-VR5-1000-HPS-CT c� Iv O-) RKDVW 5 RHODODENDRON X KURUME 'DELAWARE VALLEY WHITE' 'DELAWARE VALLEY WHITE' AZALEA 18-24" #3 CAN LOTS 1 , 4, & 5, BLOCK 1 TOWN OF AGAWAM rn LENS-CLEAR FLAT GLASS HAMPDI N C0UNT1, COMMONWEALTH OF MASSACHUSETTS 5_ ALL UTILITY LOCATIONS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE CONDUITS, PRODUCT PIPING, ETC. PRIOR TO ROHC 8 RHODODENDERON X OBTUSUM 'HINO CRIMSON' HIND CRIMSON AZALEA 1 B-24" #3 CAN o � COMMENCEMENT OF EXCAVATION OF ANY TYPE. LAMP-1000W HIGH PRESSURE SODIUM � SCALE: 1"=30' DATE: L. H . BOHLER WV D GOEBEL 0921 °°a RPJM 12 RHODODENDRON CAROLINIANA X PJM PJM RHODODENDRON 24-30" B+B a (V) � SHEET No:NO. OF LUMINAIRES: 8 a E , , _ 6. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE "ENGINEER OF RECORD" IS STRICTLY PROHIBITED. SBG 25 SPIREA X BUMALDA 'GOLDFLAME' GOLD FLAME SPIREA 15-18" 3 CAN # . E AWN BY: PROJECT No: 4 7. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERSEDE IN ALL CASES. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS. TH 11 TAXUS MEDIA "HICKSI!" HICKS YEW 30-36" B+B I 4 � MAM W99425 CD TMD 1B TAXUS X MEDIA 'DENSIFORMIS' DENSIFORMIS YEW 24-30" B+B POLE MOUNTED LIGHT PHOTOMETRIC a CHECKED BY: CAD I.D. : a 8_ REFER TO A&P STANDARD LIGHT DETAIL DRAWING #649-YLF, SHEET 1 OF 1 FOR AREA LIGHT FOUNDATION DETAILS. - y PROFESSIONAL ENGINEER PROFF:SSIONA EN INEE SSR W99425ss3 OF 9 ca IF ANY DISCREPANC€ES OCCUR BETWEEN AMOUNTS SHOWN IN THE PLAN AND THE PLANT- LIST, THE PLAN SHALL DICTATE. 7 URE TYPE A 1 O O OW I S OLUX CHART N NEW JERSEY LICENSE No 409 MASSACHUSETTS LICENSE No 42644 � 9. EXISTING 1000 WATT FIXTURES TO BE EVALUATED RELATIVE TO THE ABILITY TO REUSE. THIS PLAN REPRESENTS UTILIZATION OF NEW LIGHT FIXTURES. HOWEVER, o � PENNSYLVANIA LICENSE No. 37184 CONNECTICUT LICENSE No. vasa a EXISTING LIGHTS MAY BE UTILIZED IF FOUND TO PROVIDE ADEQUATE LIGHTING. NEw YORK LICENSE No. 63409 MAINE LICENSE No. a490 REV. No. cr_ NOT To SCALE a; CONNECTICUT LICENSE No, 17518 NEW JERSEY LICENSE Nc. 37773 1 w � MASSACHUSETTS LICENSE No 37025 NEW YORK LICENSE No. 07128a CONSTRUCTION CHECK DATE cD i m aT a PROPOSED BUILDING 30" 1 1/2" MIN. BIT. CONC. SURFACE COURSE G \ R1-1 SIGN 3" MIN. BITUMINOUS CONCRETE CURB STABILIZING BASE COURSE \ ��1 10" GRAVEL BASE 1/2" DEPTH TYPICAL - `` RED BKGND PROPOSED RAMP CONTRACTION JOINTS 4'-0" b 0 _J_� ❑ PLAN WHITE LETTERS SIDEWALK' 1:12 MAX. DEPRESSED CURB PROP. CONC. CURB W ` FLUSH WITH WALKWAY ! i� SEE SITE PLAN PROPOSED p 4" AIR ENTRAIiNLD CONC. f BUILDING 100, CONC. CURB —� IIII=IIII=IIII=IIII=IIII= 4,000 P.S.I. @ 28 DAYS PAVEMENT G WITH NUTS LOCK WASHERS 1/4" x 1/2" LC PIN HD. BOLTS & RAMP To BE FLUSH IIII=IIII=IIII=IIII=IIII= o WITH PAVEMENT IIII=IIII=IIII=IIII=IIII= o APPROVED COMPACTED SUBGRADE o APPROVED COMPACTED SECTION O DEPRESSED WALK DETAIL SUBGRADES REQUIRED a 0 in O NOT TO SCALE LIGHT DUTY NOTE: '0 T I 0 PAVING DETAIL, 1. MIN. CROSS SLOPE 1/4" PER FOOT PITCHED AWAY FROM BUILDING. o NOT TO SCALE 2. PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT 12' INTERVALS. SIDEWALK DETAIL " STOP" SIGN (RI— I) NOT TO SCALE NOT TO SCALE BY OSCAL CODE REQUIRED 1/4" x 1/2" LG. PIN HD. BOLTS WITH & LOCK WASHERS PER LOT 4" AZURE BLUE PAINTED STRIPES (TYP.) OR A NUTS 2 STALLS MIN, VED CURBING (WHEEL HANDICAPPED STOP "HANDICAPPED SYMBOL PROP. BUILDING PAINTED ARKIN GREEN LETTERS PARKING ONLY SIGN (TO BE PROVIDED {54"Wx60"H) PROPOSED CONCRETE I WHITE BACKGROUND IN ACCORDANCE L SIDEWALK AZURE BLUE W/ ADA GUIDELINES}. FULL HEIGHT OF CURB 4' CURB TRANSITION 2" ~~ FACE TO FULL 1" RADIUS HEIGHT OF CURB WHITE BACKGROUND 2 PAVEMENT OVA a Q " SURFACE oa VAS --- PACK LETTER - 0 1��G�p.?� a � e .• .. �� o ACCESSIBLE AZURE PROPOSED CONCRETE b• BLUE 00 LANDING TO BE FLUSH 0 0 PROP. STRIPING WITH GRADE co�g CONC. 0 o G SSVO GpN CURB o 0 (OR AS pEp�,E mQ o REQUIRED BY CODE) TRANSITION CURB DETAIL(MINIMUM) CD o0 8'-0" 8'-0" 8'-0" 8'-0" 5'-0" NOT TO SCALE ° --w L 0 0 HANDICAP RAMP DETAIL ° ° NOT TO SCALE HANDICAP STALL MARKING NOT TO SCALE HANDICAP PARKING SIGN DETAIL NOT TO SCALE CONCRETE TO BE RAISED FOR DISABLED PARKING SIGN 6 1 PROPER WATER RUN OFF FINISH GRADE 1.) 12"x18", 5' TO BOTTOM OF SYMBOL 3/4" RADIUS 1 1/2" BITUMINOUS CONCRETE TOP COURSE 2" MIN, BIT, CONC. SURFACE COURSE 2.) LOCATED SO THAT IT CANNOT BE OBSCURED BY A CAR PARKED IN THE O 3 1/2", BITUMINOUS CONCRETE E BINDER COURSE 4" DIAMETER STEEL PIPE SPACE. (2' BEHIND CURB OR 2' TOPSOIL 4" MIN. BITUMINOUS CONCRETE FILLED w/ CONC. PAINTED BEHIND WALK, AS APPLICABLE) TEMPORARY STA31 0NG BASE COURSE TRAFFIC YELLOW AND EM- a � BEDDED IN CONC. BASE 3.) CONFORM TO LOCAL CODES SAwcuT BITUMINOUS CONCRETE P XISTING JACK HAMMER OR sawCUT sawcuT 10 O PAVEMENT" GRAVEL BASE I ICI I I I '?��" �� "_� SURFACE COURSE EDGE FOR TEMP, PAVEMENT EXISTING BITUMINOUS JOINT O O p �� ��� �;���y7777_ 77" - � BITUMINOUS CONCRETE PAVEMENT PIPE AROUND 71 O O Ow O O O O O O O O O C BASE COURSEIt TOP OF SLAB _ 1=_I O O O O O C GRAVEL BASE OR ASPHALT III O O OOT O O O O 0 - COURSE 12" PROCESSED GRAVEL BASE COURSE DISABLED STALL —_ I I—_III—III—III I COMPACTED (FULL DSUPT35 O O O O O = I I-III—III=III— (PLOWABLE FILL (FULL DEPTH MAY BE 2'-1„ _ O O O O I UZ), 7'R CI�,�,LE -1 I OR LIMITS OF I _ I - 1111=IIII=IIII-IIII-IIII- NOTE: BOLLARDS REQ'D AT _ ISP MIN i—I I I I ICI —1 I_ PAVEMENT DISPLACED IIII=IIII—IIII=IIII=IIII—_ BLDG. CORNERS. FIRE p 6 ° 7" 6 COMPACTED SI_IF'RAD GRANULAR MATERIAL HYDRANTS, WATER METER, 33fl0 PSI CONCRETE MIN. MIN. COMPACTED IN 12" LIFTS IIII=IIII=IIII=IIII—IIII— GAS METER, SPRINKLER RISER, NOTES: SHOWN TRANSFORMER &ALL o APPROVE[) COMPACTED UTILITIES AT LOCATIONS SHOWN n O � 1. TEMPORARY PAVEMENT OVER TRENCHES IN STREET TO REMAIN SUBGRADES RLQUIRLD ON THESE DRAWINGS INTERIOR �, FOR A MINIMUM OF 60 DAYS. TEMPORARY PAVEMENT 3" BINDER & EXTERIOR. COURSE IN ONE LIFT - COLD PATCH KNOWN AS "OPR" MAYBE USED HEAVY DUTY WHEN TYPE I-1 IS UNAVAILABLE. PAVING DETAIL Q PRECAST CONCRETE CURB DETAIL 2 PAIVEOMVE ENTEMPORARY PAVEMENT AND REPLACE WITH PERMANENT wz, NOT TO SCALE NOT TO SCALE 3, PAVEMENT THICKNESS TO BE 5" MINIMUM, OR GREATER TO MATCH BOLLARD DETAIL EXISTING CONDITIONS. �' NOT TO SCALE NOTE: CURB SHALL CONSIST OF 4,000 PSI AIR ENTRAINED CONCRETE, 4. WHERE PAVEMENT IS CUT 2'-0" OR LESS FROM EDGE OF ROAD,6 EXPOSED EDGES TO HAVE RUBBED FINISH AND SURFACE SHALL BE REPAVING TO EXTEND TO EDGE OF ROAD. TREATED WITH A CONCRETE PENETRANT / SEALER. 5. EDGE OF EXISTING PAVEMENT SHALL BE TREATED WITH A TACK THE ENDS OF CURB SECTIONS SHALL BE CHAMFERED 1/4 INCH. COAT PRIOR TO PLACEMENT OF THE PERMANENT PATCH. NOTE: WHEELCHAIR SYMBOL PAINT SHALL 6. EXCEPT AS OTHERWISE DIRECTED BY THE D.P.W. SUPT., THE EDGE CONFORM TO THE STRIPING PAINT SPECIFIED THE CORNERS OF CURB SECTIONS SHALL MATCH THE ADJACENT of PAVEMENT ADJACENT TO PATCH SHALL BE HEATED WITH BITUMINOUS CONCRETE CURB AND ` ;'MBOL SHALL BE CENTERED IN THE CURB IN SIZE, COLOR AND FINISH. INFRARED EQUIPMENT TO SEAL THE JOINTS. FINISH GRADE R STALL. -2" CURB, CURB CORNERS OR EDGING SHALL BE FITTED TOGETHER AS PERMANENT P A VE M E N T CLOSELY AS POSSIBLE. TOPSOIL % REPLACEMENT DETAIL � / DISABLED PARKING SPACE EXPANSION JOINTS SHALL BE INSTALLED AT A MAXIMUM OF TWENTY N.r.S. \��/� BITUMINOUS CONCRETE FEET (20') ON CENTER USING PREFORMED EXPANSION JOINT FILLER PAINTING DETAIL HAVING A THICKNESS OF ,/2 ,NCH. TOWN of AGAWAM III-IIII SURFACE COURSE - NOT TO SCALE 0°00BITUMINOUS CONCRETE CONSTRUCTION STANDARDS III fi 9 0°0°0Go BASE COURSE J`)000°00 � 00OO 10 0 NOTE: ALL WATER SERVICE PIPING II o00000 0 00°00°00o GRAVEL BASE I 0 0 0 0 0 0 o COURSE AND FITTINGS TO HAVE O"O"Q O 0-)000000000°O°O = �G 0 0 0 0 o a o 0 0 0 RESTRAINED JOINTS AND FIELD LOC GASKETS -I I I I I I=I I I-I I I-I I I-I I EiI EI I I COMPACTED SUBGRADE 22'-0" I E I TAPPING VALVE (8") LLLV=112.10t & BOX BITUMINOUS CONCRETE CURB DETAIL —NOT TO SCALE IF I 8" RETAINER GLAND 1 1 '° TAPPING SLEEVE 1 /2 x 1 /2 x /a GALV. SEAT ANGLE FOR RIM ELEV. w/2" STUDS EMBEDDED IN CONC. (8" X 8") SEE UTILITY PLAN SLOPE 93.0 NEENAH TYPE A GRATE COVER APPROX ELEV. TOP CAST IRON CATALOG No. R-4999-FX SPRINGFIELD EXISTING MAIN (12") TRAP BY STREET EXISTING o NEENAH R3701 SIDEWALK o OR APPROVED CD EQUAL 1 ,. SFE UTILITY 1 1 `TAPPING SLEEVE & GATE VALVE DETAIL N CD A 1 /2 `PLAN FOR RIM C=) ELEV. "' � „ EXISTING NOT TO SCALE m — — — — SLOPE [p N 1 12 p X. FLOW 1' D" I . MIN, o v _—- 5=0.005 MIN, t ., 4„ APPRO GROUND 2'-0 ELEV= 85.0 - - - - - T a MIN. a (SUMP m 0 R ENG � Go! 0 0 0 0° t T� _a„ „ono°o ONLY) z 4 MIN MIN.SEE UTILITY PLAN FOR INV. WWF 4x4; W1.4xW1.4 -1' • CIVIL & CONSULTING ENGINEERS+ PRDJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• �`� r=.=- NORTH WALES, PENNSYLVANIA 3�2 TURNPIKE ROAD, SUITE lOrJ VALLEY STREAM, NEW YORK ono oc)o� �o�o°o° 0o0-0- , 18" STERLING, VIRGINIA WATCHUNG, NEW JERSEY 3 � (703) 709-9500 508 480-9900 (908) 668-8300 SOUTHBORO MA 01772 A 12" COMPACTED (908) 668-83Do CD CD VARIES -It GRAVEL z PROJECT: TITLE: 1 Franklin Realt (SEE UTILITY PLAN) SECTION A—A PYLON SIGN ELEVATION OF PROPOSED SUPER F�ODMART Ln cv o SPRINGFfELD STREET & WALNUT STREET EXTENSION DETAILS IT LOTS 1, 4 & 5, BLOCK 1 TOWN OF AGAWAM rn NOT TO SCALE NIRII.IAM D HAMPDEN COUNTY, COMMONWEALTH OF MASSACHUSETTS won CML �s4a L. H L. H . B 0 HLE RCALE ��) NTS DATE09/29/00 SHEET No: W. D .In- . D . GOEBEL w o D WN PROJECT No: 4 MAM W99425 a 4 a HECKFD BY: CAD I.D. #: a PROFESSAGIPOFESSIONAL ENGINEER SSR W99425SDO POURED IN V PLACE_ _ CONCRETE TRENCH DRAIN � 6 NEW JERSEY LICENSE No, 27410 MASSACHUSETTS LICENSE No. 42644 OF g o PENNSYLVANIA LICENSE No. 37184 NEW JERSEY LICENSE No, 37773 RED. N0. a NOT TO SCALE NEW YORK LICENSE No. 63409 DELEWARE LICENSE No. 8964 w > CONNECTICUT LICENSE No. 17518 NEW YORK LICENSE No. 071284 Z MASSACHUSETTS LICENSE No. 37025 LID CONSTRUCTION CHECK DATE cn rn a PLANTING SPECIFICATIONS: 1. SCOPE OF WORK 150 POUNDS "GRO-POWER' C- IMMEDIATELY AFTER PLANTING GROUND COVER, CCNTRACTOR HYDROSEED SPECIFICATIONS A. THIS WORK SHALL CONSIST OF PERFORMING, CLEARING AND 100 POUNDS AGRICULTURAL GYPSUM SHALL THOROUGHLY WATER GROUND COVLP,. SOIL PREPARATION, FINISH GRADING. PLANTING AND DRAINAGE, 20 POUNDS NITROFORM (COURSE) 38-0-0 BLUE CHIP 1. PPIOP TO SEEDING, AREA IS TO BE 70PSOILED, FINE GRADED, AND RAKED OF ALL INCLUDING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND D_ ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE- DEBRIS LARGER THAN 2 DIAMETER. ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF 8- PLANTING EMERGENT BEFORE FINAL LANDSCAPE INSPECTION. GROUND THIS PROJECT. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE COVER AREAS SHALL BE WEEDED PRIOR TO APPLYING PRE- 2, PRIOR TO SEEDING, CONSULT MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS. PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE EMERGENT. PRE-EMERGENT TO BE APPLIED AS PER 2. MATERIALS EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. MANUFACTURER'S RECOMMENDATION. 3. SELDING RATES: A. GENERAL - ALL MATERIALS SHALL BE BEST OF ITS KIND AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING A. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH 10. FINISH GRADING PERENNIAL RYEGRASS 1/2 LB/1000 SO FT UNTIL IRRIGATION WORK AROUND PLANTING AREAS IS COMPLETE WIDTH TWICE THE DIAMETER OF ROOT BALL AND 6" DEEPER THAN A. ALL AREAS WILL BE RECEIVED BY THE CONTRACTOR AT AND APPROVED. THE LENGTH OF ROOT BALL. EACH PLANT PIT SHALL BE SUBSTANTIALLY PLUS/M.INUS 1 FOOT OF FINISH GRADE. KENTUCKY BLUEGRASS 1 LB/1000 SO FT BACK FILLED WITH THE FOLLOWING PREPARED SOIL MIXED RED FFSCUF 1/2 LB/1000 SO FT B. PLANTS - ALL PLANTS SHALL BE HEALTHY OR NORMAL GROWTH, THOROUGHLY. B. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, SPREADING FLSURL 1/2 LB/1000 SO FT WELL ROOTED. FREE FROM DISEASE AND INSECTS EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE, 1 PART PEATMOSS UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT, FERTILIZER (16.32.16) 2 LB/1000 SQ FT C. TOPSOIL - ORGANIC TOPSOIL FREE OF DEBRIS, RDCKS LARGER 1 PART COW MANURE BY VOLUME SOIL AREAS ADJACENT TO THE BUILDINGS SHALL SLOPE AWAY. LIQUID LIME 1 GAL/800 GAL. TANK THAN TWO INCHES (2"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS. 3 PARTS TOPSOIL BY VOLUME TACKIFIER 35 L13/800 GAL. TANK 21 GRAM 'AGRIFCRM' PLANTING TABLETS AS FOLLOWS: C. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO FIBER MULCH 30 LB 1000 SO FT D. MULCH - DOUBLE SHREDDED HARDWOOD BARK MULCH, 2 TABLETS PER 1 GAL, PLANT ALLOW FREE FLOW OF SURFACE WATER. 3 TABLETS PER 5 GAL, PLANT 4. GERMINATION RATES WILL VARY AS TO TIME OF YEAR FOR SOWING. CONTRACTOR TO 3. FERTILIZER AND SOIL CONDITIONER 4 TABLETS PER 15 GAL. PLANT 11. GUARANTEE IRRIGATE SEEDED AREA UNTIL AN ACCEPTABLE STAND OF COVER IS ESTABLISHED BY OWNER. LARGER PLANTS (2) Two TABLETS PER 1/2" DAM. OF TRUNK A CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD A. ORGANIC FERTILIZER - SHALL BE PROCESSED SEWER SLUDGE CALIPER OF ONE (1) YEAR FROM ACCEPTANCE OF JOB. WITH MINIMAL CONTENT OF 1% NITROGEN AND 2% PHOSPHORIC ACID, EQUAL TO •NITROHUMIS•. B- PREPARED SOIL SHALL BE TAMPED FIRMLY AT BOTTOM OF PIT, FILL PREPARED SOIL AROUND BALL OF PLANT 1/2 WAY, AND 12. CLEANUP B. ORGANIC FERTILIZER AND SOIL CONDITIONER - SHALL BE 'GRD- INSERT PLANT TABLETS, COMPLETE BACK FILL AND WATER A. UPON THE COMPLETION OF ALL PLANTING WORK AND BEFORE POWER' AND ORGANIC BASE MATERIALS COMPRISED OF THOROUGHLY, FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL DECOMPOSED ANIMAL AND VEGETABLE MATTER AND COMPOSTED TO MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. SUPPORT BACTERIAL CULTURES, CONTAINING NO POULTRY, C. ALL PLANTS SHALL BE SET SO THAT, THEY BEAR THE SAME RELATION TO ALL PAVED AREAS SHALL BE BROOM CLEANED AND THE SITE LEFT ANIMAL OR HUMAN WASTE. GUARANTEED ANALYSIS (5-3-1) THE REQUIRED GRADE AS THEY BORE TO THE NATURAL GRADE IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE NITROGEN 5%_ PHOSPHATE 3%, POTASH 1%. 50% HUMUS AND BEFORE BEING TRANSPLANTED. OWNERS AUTHORIZED REPRESENTATIVE. 159 HUMID ACIDS D. IMMEDIATELY AFTER PLANTING, STAKE ALL TREES TO PREVENT MAINTAIN TREES, SHRUBS AND OTHER PLANTS BY PRUNING, CULTIVATING AND 4_ GENERAL WORK PROCEDURES DAMAGE FROM WIND (LODGE-POLE STAKES LENGTH AS R£OUIRED). WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. A. LANDSCAPE WORK. SHALL BE ACCORDING 70 THE WORK.MANLIFE FASTEN TREES TO UPPER END OF STAKE IN AT LEAST TWO (2) TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS STANDARDS ESTABLISHED FOR LANDSCAPE CONS; LOTION AND PLACES USING HOSE TYPE TIES TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR PLANTING. REPLACE DAMAGED WRAPPINGS SPRAY WITH HERBICIDE AS REQUIRED TO E. PREPARE RAISED EARTH BASIN AS WIDE AS PLANTING HOLE OF KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE, 5. WEEDING EACH TREE. A. BEFORE AND DURING PRELIMINARY GRADING AND L WISH MAINTAIN LAWNS BY WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING, GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE F. WATER IMMEDIATELY AFTER PLANTING, WATER SHALL BE AND OTHER OPERATIONS SUCH AS ROLLING, REGRADING AND REPLANTING AS INCORPORATE 2" OF PEAT INTO ROOTS AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE, APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR DISTURB BACK FILL AND TO THE EXTENT THAT ALL MATERIALS IN BARE AREAS. 6 OF PLANTING' MIXTURE' AS 6. TOPSOILING THE PLANTING HOLE ARE THOROUGHLY SATURATED. SPECIFIED A_ CONTRACTOR TO PROVIDE FOUR INCHES (4") MINMUM THICK G. PRUNE ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS 13. MAINTENANCE (ALTERNATE BID) TOPSOIL LAYER IN ALL PLANTING AREAS. TOPSOIL SHOULD TO A MIN_ OF 7' BRANCHING HEIGHT. COST PER MONTH AFTER INITIAL 90-DAY MAINTENANCE PERIOD. 1" FINELY SHREDDED BE SPREAD OVER A PREPARED SURFACE IN A. UNIFORM LAYER TO PRODUCE A FOUR INCH (4") COMPACTED THICKNESS, TOPSOIL COMPOSTED BARK PRESENT AT THE SITE, IF ANY, MAY BE USED TO SUPPLimENT 9. GROUND COVER TOTAL AMOUNT REQUIRED. A. ALL GROUND COVER AREAS SHALL RECEIVE A 1/4" LAYER OF 3/16 x 4" METAL EDGING HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL 7. 501L CONDITIONING PRIOR TO PLANTING GROUND COVER. A. CULTIVATE ALL AREAS TO BE PLANTED TO A DEPTH OF 6". ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE B SPACING AND VARIETY OF GROUND COVER SHALL BE AS SHOWN ON FIh41�31 IED GDADL NiZP03E:-i Of HT Tne LVNTRHCTVR'5 TAPEIN5E SPREAD EVENLY DRAWINGS. IIf p �> //, �� IN ALL PLANTING AREAS AND TILL (2 DIRECTIONS) INTO TOP 4" WITH THE FOLLOWING PER 1,000 SO. FT. MINIMUM 4" TOPSOIL III-1 I I-- I I III III I�I-III-I I I 18" STAKE INTO UNDISTURBEDi- GROUND EVERY 30" O.C. I I = - =1 I I_ GROUND COVER ANNUAL PLANTING NOT TO SCALE NOTES: PLANTING NOTES 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT 1_ PLANT MATERIAL SHALL BE FURNISHED AND INSTALLED AS INDICATED, INCLUDING ALL LABOR, ANY PLANTINGS INSTALLED IN CONFLICT WITH THIS REQUIREMENT MUST RECEIVE THE WRITTEN COLLAR OF PLANT. MATERIALS, PLANTS, EQUIPMENT, INCIDENTALS, AND CLEAN-UP. APPROVAL OF THE TOWN ENGINEER OR LANDSCAPE ARCHITECT, PRIOR TO PLANTING. FAILURE 2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS GROWN IN NURSERY, TO COMPLY WITH THESE REQUIREMENTS WILL REQUIRE THE REMOVAL OF THE PLANTING IN 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT CORRECT GRADES AND ALIGNMENT, QUESTION. THIS REQUIREMENT DOES NOT APPLY TO SEEDING OR SODDING OR PLANTINGS REINFORCED LAYOUT TO BE APPROVED BY OWNERS REPRESENTATIVE PRIOR TO INSTALLATION, SPECIFICALLY FOR SOIL STABILIZATION PURPOSES- THE PLANTING ASSOCIATED WITH ANY RUBBER HOSE LOT GIVEN A CERTIFICATE OF OCCUPANCY OUTSIDE THESE PERIODS SHALL BE PROVIDED DURING 3- PLANTS SHALL BE 7YPICAL OF THEIR SPECIES AND VAP.ETY, HAVE NORMAL GROWTH HABITS; WELL THE PREVIOUS OR NEXT APPROPRIATE SEASON. (1/2" DIA. BLACK) DEVELOPED BRANCHES. DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE FROM DEFECTS DOUBLE #10 GA. AND INJURIES tt 20. ALL DISTURBED AREAS TO BE TREATED WITH 4" TOP SOIL & SEEDED IN ACCORDANCE WITH GALVANIZED WIRE GUYS 4. CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE PERMANENT STABILIZATION METHODS INDICATED ON SOIL EROSION SEDIMENT CONTROL SHEET, AND TURNBUCKLES GROWTH OF PLANT MATERIAL. 3 SHREDDED HARDWOOD 21. SEE NOTE 23 ON SHEET 3 OF 9. BARK MULCH 5. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN VIGOROUS GROWING CONDITION. PROVISIONS SHALL BE MADE FOR A GROWTH GUARANTEE OF AT LEAST ONE YEAR FROM THE DATE OF ACCEPTANCE FOR TREES AND SHR_BS. REPLACEMENTS SHALL BE MADE ,I I 2 DIA HARDWOOD AT THE BEGINNING OF THE FIRST SUCCEEDING PLANTING' SEASON, ALL REPLACEMENTS SHALL HAVE - STAKES, 2/3 TREE A GUARANTEE EQUAL TO THAT STATED ABOVE. HEIGHT, 3 PER TREE 5. INSOFAR AS IT IS PRACTICABLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. EARTH SAUCER IN THE EVENT THIS IS NOT POSSIBLE, THE CONTRACTOR SHALL PROTECT STOCK NOT PLANTED. FINISHED GRADE PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER TIAN A THREE DAY PERK)[) AFTER DELIVERY. PLANTING MIX: ANY PLANTS NOT INSTALLED DURING THIS PERIOD WIL- dF REJECTED. 1 PART PEAT MOSS 7, QUALITY AND SIZE Of PLANTS, SPREAD OF ROOTS. AN' SIZE OF BALLS SHALL BE W ACCORDANCE \xx\\ •\ `\ \\ \ \\ 1 PART COW MANURE WITH ANSI 260 (REV. 1980) "AMERICAN STANDARD FOR NURSERY STOCK" AS PUBLISHED BY THE ullI-1i t-II I I I=1 I I 1 3 PARTS TOPSOILAMERICAN ASSOCIATION OF NURSERYMEN, INC. 11-III- - FROM FROM TALL ROPE I I-III ' I h = I .III-III-I FROM TRUNK & 8. ALL PLANTS SHALL BE PLANTED IN AMENDED 70P SOIL THAT 15 THOROUGHLY WATERED AND TAMPED AS TOP OF BALL, FOLD BURLAP BACK FILLING PROGRESSES- PLANTING MIX TO BE AS SHOWN ON PLANTING DETAILS. LARGE PLANTING AREAS TO INCORPORATE FERTILIZER AND SOIL CONDITIONERS AS STATED IN PLANTING SPECIFICATIONS BACK 1/3 FROM ROOT BALL UNDISTURBED 9, PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR SUBGRADE BREAK BRANCHES. PLANTS SHALL BE HANDLED FROM THE BOTTOM OF THE BALL ONLY. 4"-6" TOPSOIL MOUND 10. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND iN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. EVERGREEN TREE PLANTING DETAIL ALL PLANT MATERIAL SHALL BE SPRAYED WITH 'WILT-P?UF' OR EQUAL AS PER MANUFACTURER'S INSTRUCTIONS. NOT TO SCALE 11. NO PLANT, EXCEPT GROUND COVERS, SHALL BE PLANTED LESS THAN TWO FEET FROM EXISTING STRUCTURES AND SIDEWALKS, 12. SET ALL PLANTS PLUMB AND STRAIGHT. SET AT SUCH LEVEL THAT A NORMAL OR NATURAL RELATIONSHIP TO THE CROWN OF THE PLANT WITH THE GROUND SURFACE WILL BE ESTABLISHED, LOCATE PLANT IN THE CENTER OF THE PIT. 13. ALL INJURED ROOTS SHALL BE PRUNED UTILIZING CLEAN, SHARP TOOLS TO MAKE CLEAN ENDS BEFORE PLANTING- IT IS ADVISABLE TO PRUNE APPROXIMATELY 1/3 OF THE GROWTH OF LARGE TREES (2" CALIPER AND OVER) BY THE REMOVAL OF SUPERFLUOUS BRANCHES, THOSE WHICH CROSS, THOSE WHICH RUN PARALLEL, ETC, MAIN LEADER OF TREES WILL NOT BE CUT BACK. LONG SIDE BRANCHES, HOWEVER, MUST BE SHORTENED. PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IT BORE 14. EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL IN THE NURSERY PLOT PRIOR PRACTICE TO PRESERVE NATURAL CHARACTER OF PLANT, PRUNING SHALL BE DONE WITH TO BALLING AND BURLAPPING, CLEAN, SHARP TOOLS. CUT AND REMOVE BURLAP FROM TOP ONE-THIRD OF ROOT BALL 15, TREES SHALL BE SUPPORTED IMMEDIATELY AFTER PLANTING, ALL TREES SIX (6) INCHES AS SHOWN. AND OVER IN CALIPER SHALL BE GUYED. SMALLER TREES SHALL BE STAKED. GUYING WIRES AND STAKES SHALL BE INSTALLED AS INDICATED. THE LANDSCAPE CONTRACTOR SHALL REMOVE STAKING, GUYING & TREE WRAP AT THE END OF THE ONE YEAR MAINTENANCE & GUARANTEE PERIOD- 3" SHREDDED HARDWOOD BARK MULCH 16. THE TRUNKS OF Al TREES SHALL BE WRAPPED AS SOON AS POSSIBLE AFTER PLANTING SAUCER ACCORDING TO STANDARD PROCEDURES AND AS INDICATED. 1 -0, FINISHED GRADE 17. ALL PLANTING BEDS SHALL BE MULCHED WITH 3" LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH. 3 ' I 18. NEW PLANTING AREAS AND SOD SHALL BE ADEQUATELY IRRIGATED OR WATERED TO ESTABLISH THE PROPOSED PLANTS AND LAWN. PLANTING MIX: 8 I EI I I-1 I I III-III-1 =III-111-1 1=111=1 1- 1 PART PEAT MOSS 19. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANp5CAPE AS - I- {- -III-I I - I III III I I I I I I I 1 PART COW MANURE SHOWN ON THE APPROVED LANDSCAPE PLAN MUST BE INSTALLED, INSPECTED AND APPROVED BY THE -III-1 I I-III-III- I I I- I- I I=1 -III-I - 3 PARTS TOPSOIL TOWN LANDSCAPE ARCHITECT THE TOWN ENGINEER AND LANDSCAPE ARCHITECT SHALL _ _ TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING -I I OF TREES, SHRUBS, VINES OR GROUND COVER AS REQUIRED BY OR ASSOCIATED WITH A ���\��\��� FIRM MIXTURE AT C-B' SUBDIVISION OR SITE PLAN APPROVAL BY THE PLANNING BOARD OR ZONING BOARD `f i-III �,'-I% I I-III-III-1 INTERVALS, THOROUGHLY SETTLE SHALL BE INSTALLED DURING THE FOLLOWING PLANTING SEASONS: WITH WATER. PLANTING MIXTURE I I III I I III II I II{ I II{II I III l I WILL CHANGE WITH SOIL CONDITIONS. TYPE DATE 4"-6" TOPSOIL MOUND FERTILIZER: 10-6-4, COMMERCIAL PLANTS 3/15 TO 12/15 ON UNDISTURBED 24" MINIMUM IINCSHGOF ICCALIPER. POUNDS PER ONE SUBGP,ADE LAWN 3/15 To s 15 9/15 TO 12/1 FURTHERMORE, THE FOLLOWING TREE VARIETIES SHALL NOT BE PLANTED DURING THE FALL PLANTING SEASON DUE TO THE HAZARDS ASSOCIATED VITH PLANTING THESE TREES IN THIS DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL SEASON. NOT TO SCALE ACER RUBRUM POPULUS VARIETIES - BETULA VARIETIES PRUNUS VARIETIES CARPINUS VARIETIES PYRUS VARIETIES L(LW CRATEGUS VARIETIES OJERCUS VARIETIES WEBE KOELREUTERiA SALIX WEEPING VARIETIES CML w O LIQUID AMBER STYRACIFLUA TILIA TOMENTOSA 4.�e�� O C Lv� ll PLATATNUS ACERFOLIA CD LI N UL 00 O r P­ �� B014LER ENGINEER s z • CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK g (215) 393-8300 SOUTHBORO, MA 01772 (515) 00 STERLING, VIRGINlA WATCHUNG, NEW NEW JERSEY (703) 709-9500 (508) 480-9900 (908) 668-8300 z 1 Franklin Realtyy PROJECT: PROPOSED SUPER F60DMART TITLE: Ln DETAILS o SPRINGFIELD STREET & WALNUT STREET EXTENSION z LOTS 1, 4 & 5, BLOCK 1 TOWN OF AGAWAM HAMPDEN COUNTY, COMMONWEALTH OF MASSACHUSETTS m 3 {�� 1/OD L. H . IBOHLERW. D . �SCALE:(H) NTS DATE 09/2 SHEET No: : E OFN 13Y� PROJECT i a E • • o: L U MAM W99425 Lo HECKED BY: CAD I.D. f PROFESSIONAL ENGINEER PR = ,I SSR W99425SDO OF 9 o NEW JERSEY LICENSE No. 27410 MASSACHUSETTS LICENSE No. 42644 �_I a PENNSYLVANIA LICENSE No 37184 NEW JERSEY LICENSE Na. 37773 REV. ND - a NEW YORK LICENSE No. 63409 DELEWARE LICENSE No. 8869 Cc LLj CONNECTICUT LICENSE No. 17518 NEW YORK LICENSE No. 071284 1 Z T MASSACHUSETTS LICENSE No. 37025 CONSTRUCTION CHECK DATE w �a cn cs1 i ALUMINUM MANHOLE STEP STANDARD MANHOLE DROP FRONT DESIGN FRAME AND COVER CAS' IN WALL 70 BE LABELED DRAIN" TYPE _4 _CATCH BASIN TOP,SHOWN 4'_ 4" `"g"• I�, _ _ 4- BRICKS MAY BE USED FOR GRADE ADJUSTMENTS STANDARD MANHOLE FRAME AND COVER If II�III - AM '• SEE 202-71 AND 202.8.1Irllh1.{_I IIf / u,N FRAME TO BE SET IN LULL BED OF MORTAR TO INCLUDE "SEWER" COMPACTED LRANJLnF, IF= "� o G W �. . "T A. �-MORTAP ALL JOINTS Z DIAMETER \ 8' MIN. THAN TOAND GRADE NO MORE NTH NO LES_ _____ RE THAN 12- ---------_ BACI;FIL'_ AS APPRO'�ED \ ------ ------� �� ° BY THE ENGINEER -!h z <' \5 MIN. .ono OF CONCRETE BRICK MASONRY. ! v I , r? �, a e >o I FRAME TO R SET IN A FULL r ! I c +� © yj6 N HT AASHTMIN 0 12 SO IN 0 DESIGNATIONDACPDI PER VERTICAL n�W FLAT SLAB TOP FOR I I �a•z r oIAUFTCn U'n g.. MIN. •A A I I INITIAL BACKFILL � FOOT, PLACED ACCORDING TO � 0 MORTAR. m L w ----- SHALLOW MANHOLES '^ V' W 5'MI`—� r- ��/ I - 03 BAR AROUND OPENINGS FOR PIPES ---------- I Ail- SEAL ALL JOINTS WITH FILLERAPPROVED 18' DIAMETER AND OVER, 1" COVER �a L_--rcEA CRATE ___j Q <1 d40 � 6' - SEAL PIPE CONNECTIONS 2 �� LL�o —MINIMUM OO7P ISO JOiN.TOF STEEL 4 ff "' Ao FLOOR OF STRUCTURE TO o '� n "" BE HEADERS LAID FLAT PER vERT1CAL FOOT, PLACED ACCORDING �_ DIAMETER ARE z w TO ASTM SPECIFICATION C 478 4P`t'" D:A. SEE ,Iowr DETAILS BELOW CA--y BASIN SPR[NG LINE 0.' PIPE — — — — — — o W �J 4 - N e NVER ED ARCH w rH HARD BRICK CHIPS AND MORTAR OR CEMENT .o'� L,, _ CONCRETE CLASS "A" (IF HAND MIXED D/e x SEE LATEST SPECIFICATIONS) 6 HAUNCHING = r N PROVIDE "V" OPENINGS' J= " M8h ESA 5" MIN. CLAY BRICK LAID ON EDGE B� (SEE NOTE 3) o INVERTED ARCH WITH a SHELF OF STRUCTURE TO BE PIPE OPENINGS TO BE BRICKS LAID ON EDGE a z 6" HEADERS LAID FLAT ao 6' PRECAST IN RISER SECTION � BEDDING NOTE: FOR DESCRIPTIONS, MATERIALS, AND CONSTRUCTION METHODS, SEE LATEST SPECIFICATIONS & o ERA BRICK CHIPS OR CRUSHED STONE (SEE NOTE 3) V V V' AND MORTAR PLAN CRUSHED STONE AS ORDERED BY �— j4• FOUNDATION THE ENGINEER 1'CEDAR, 1a 11/ 13 3 /q z 16", 10' 10 3 Ig- I lo- 2' _ PIPE OF KOR-"N'-SEAL 2tl Y -a T r-a a• T, - Y - —I - �"`3 4°� 3'MIN_ 15"CMIN " LEAR PIPE DIA. OR EDUAL NOTES: II-11-1 II 1 � m • I I I TOP SLAB L THE INSTALLATION DF PVC SEWER PIpE-S ALL CCNFDRM Tp T "BAR PRECAST UNIT I J ^OP S AB _ THE REQUIREMENTS IJF ASTM STANDARp D-2321 I 1 Y MIN I 3" MIN. I � • 2. THE EMBEDMENT MATEPIAL SHALL BE 3/4' CRUSHED STONE REDUCER REDUCER 1 _ 3. USE HAND DR MECHANICAL TAMPING TC COMPACT THE 1 T 2' MIN 3 3/4+ F�-13/16' MIN, 4 BEDDING AND HAUNCHING. SECTION 9-B _- 4. GEBTFXTILF TD BE USED IdHERE AND AS DIRECTED BY ENGINEER, SECTION A-A MANHOLE STEP ------ - ------------ /2'uIN. RISER • 5'WIN. -- RISER TRENCH SECTION PRECAST BASE 3" MIN. DROP FRONT DESIGN -______- N.T.S. TOWN OF AGAWAM 1" CLEAR FILL T VOID BETWEEN SEAL AND BRICKS CAST IN WALL �� (UP TO SPRING LINE) RISER CONSTRUCTION STANDARDS 1•Cl{AR .f01NT QETAILS 8 Du. STANDARD SANITARY r� ----- rMIN cE:_WER MANHCLE i 6QIA I I J CAST IN PLACE A BASE BASE N.T.S. --- - - -7 2:SDMP 1 z4'SUMP JOINT DETAILS BASE DETAILS 202.6.1 OR OR CHANNEL DEPTH SUMP 4 M PIPE DIA.OR SUMP=4%PIPE DIA OR 4♦j-FOR PIPES,6"OR LESS 4E FoF PIPES IV OR ass WHEN REODIREo Br iNE WHEN REQUIRED By ME STORMWRIER MANACEMENI POLICY STORMWATEA MANAGEMENT ROIJCY PRECAST CONCRETE DRAIN MANHOLE TOWN OF AGAWAM N.T.S. TOWN OF AGAWAM 202.40 CONSTRUCTION STANDARDS SECTION B-B SECTION B-B CONSTRUCTION STANDARDS PRECAST CATCH BASIN `TYPE C' TOWN OF AGAWAM N.T.S CONSTRUCTION STANDARDS RAISED DIAMOND SURFACE DESIGN RAISED DIAMOND SURFACE DESIGN PVC PLUG PVC MAIN JYE PVC BUILDING SEWER"NEENAH" R-7506 SERIESTr FLOOR BOX FRAME AND LID, OR EQUAL W/S.S. CAP SCREWHYDRANT LID CLOSURE LONG SWEEP 45' BEND (TCONCRETE COLLAR 24" SOUARE covER Ta READ "GRAIN" SEE SPEC IN 3-HIGH LETTERS PLACE AROUND VALVEx_ CLASS "A" CONCRETEIN 3"HIGH LETTERS COVER To READ"SEWER"� C / C BGx PRIOR TO FINISHA A ti2E I// 31 3/4" \ PAYING. SEE CONC 1,II D 4•• COLLAR DETAILS �' BIT. CONC. PAVEMENT 1 2" COVER TO BE EQUAL TO AS SPECIFIED PLAN PLAN "LEBARON L 32C19" COVER TO BE EQUAL TO I `- I� . { GRASS eIT. CONC. PLAN WEIGHT-220 LES LEBARON L 32C19" ' :F� CURB ALT 1/2 —PROPERTY LINE TOP COURSE BIT. CDNC. TOP COURSE 24" MANHOLE COVER wGICHT=zzo Les TAR PAPER 30" MANHOLE COVER TYPE 'A' & 'B' 6' N.Ts. TYPE 'A' & 'B' ASPHALT PAVEMENT m2e, SEE DETAIL 12" ALTERNATE "'s TEE WYE pD4E, 16" SECTION A-A 6" VALVE VALVE BON Z MIN. WASHED OR 10 PLACE 1/2' C.Y. \/\/ EXIST GRADE MANHOLES TYTON JOINT H BROKEN STONE CLEAN OUT W/ AROUND HYDRANT SCREW IN PLUGS LOCATION STAKE 4' MIN. COVER SECTION GATES-C 0 B 0! DRAIN VARIES LESS THAN MIN. MUST BE CONCRETE COLLARS B B CITY ENGINEER SWEEP APPROVED BY LONG SWEEP 45' BEND N.T.S. 1 4" PER FDD7 45' 45' WYE O (MINIMUM) 4C NOTE: CONCRETE COLLARS ARE NOT REQUIRED FOR NOTE: 4" a P SEWER PIPE -I PVC MAIN SEWER AND FITTINGS 70 BE ASTM U TYPE "C" OR "CL" PRECAST CATCH BASINS F+ELDLOK FIELDLOK D-3033 OF D-3034 GASKETS GASKET SOR-35 PVC PLUG TOWN OF AGAWAM HYDRANT TEE PE x R.I. - - ` PVC BUILDING SEWER CONSTRUCTION STANDARDS z61/` NOTE: WHEN HYDRANT IS FRAME To 11E Eoulu To T� ON THE END OF THE LINE WHERE WORKING SPACE IS LIMITED. LFBARaN x„aA„ — - ^El-p LOK GASKET" AND APPROVED 6Y DPW., M J. SHOE SECT O TOTµ u 1, BUILDING SEWERS SHALL BE 4 DIA. EXCEPT EIGHT Ix 74. I I a' I e- eQUIRED ON PIPE UNTIL WITH RETAINER GLANDS TO BE USED H£RF NOTES' AME h COVER-4T5 LES ---- -- 1 3 4 e- 0" 6F PIPE ARE L :rD WYE TR 'STRAINED (PRIOR TO AS DIRECTED BY THE ENGINEER 361/2 33 i kEDUCERj. SEzTl9�@_L 4O, FRAME To BE EQUA,To SECTION B-B S A N f T/� R Y C I E /1 N I OI T 2.LOCATION AND DEPTHS OF BUILDING SEWERS 24" MANHOLE FRAME a BAROIgaiEes� HYDRANT DETAIL J V f I � L Y1I V L I TO BE DETERMINED IN THE FIELDBY THE ENGINEER TYPE 'B' 30" MANHOLE FRAME N.T.S. NTS TOWN OF AGAWAM B U I L�I N G SEWER CONNECTION N.s TYPE 'B' TOWN OF AGAWAM CONSTRUCTION STANDARDS N.T.S. CONSTRUCTION STANDARDS TOWN OF AGAWAM TOWN OF AGAWAM TOWN OF AGAWAM CONSTRUCTION STANDARDS CONSTRUCTION STANDARDS CONSTRUCTION STANDARDS TEES BENDS TEES L, TEES L, TEES L, TEES L, BENDS L BENDS L BENDS L BENDS L 6'x6'x6' 13' 0' 10'x10'x5' 4' 0' 12'xF2'x6' 7' 0' I2'x12'x12' 23' 0' 6' 11 1/4 2' 0' 6' 22 1/2 4' 0' 6' 45' 8' 0' S' 90° le, 0" 8'xR'x6' 10' 0' 10'xI0'x8' 16' 0' 12'x12'x8' 13' 0' 8' 11 1/4 2' D' 8' 22 1/2 5' 0' D' 45' 10, 0' 8' 90' 24' C' 8'x8'x8' 20' 0' 10'x10'x1D' 21' C' 12'x12'x10' 22' 0' 10' 11 1/4 3' 0' ID' 22 1/2 6' C' 10' 45' 12' 0' 1 10' 90' 29, 0' .Tilly pry,R�t�,rns,.n.na s,vrce a,y(y Ip[y M IIIM 12' 1I 1/4 3' 0' 12' 22 1/2 7' 0' 12. 45" 14' 0' 12- 90` 1 34' 0' L 4eaY�0.aRn IALSiMpEp�iAF Aflu x TEES - HYDRANT BRANCH TEES L, TEES L, TEES L, TEES L, 6'x6'x6' 20' 0' 10'x10'x6' 12' 0" L2'xl2'x6' ID' 0' 6'Ka,x6' 15' 0' I. .s91y A.Ewiw ErvvA i>vai 4>Me p,RIMA TM(V ill'a NE INN / L L, L PLAN REDUCERS LEGEND PIPE REDUCTION SIZE L 12' TO 8' 38, 0' ® THRUST RESTRAINT PLAN 10' TO 8' a, 0' '® GATE VALVE NEITESI W TIT 6' 21, 0' THE ABOVE CONDITIGNS ARE BASED ON THE FDLLOWING MINIMUM ASSUMPTIONS. IF CONDITIONS DIFFER, CONTACT TOVN ENGINEER BEFORE PRECEDING. A, DEPTH[IF PIPE IS GREATER THAN OR EQUAL TD 5 FEET. B. FOR HYDRANT TEES. BRANCH LENGTH IS ASSUMED TO BE GREATER THAN/EQUAL TO 7.5 FEET. L FUR TEES, BRANCH LENGTH IS ASSUMED TO BE GREATER THAN/EQUAL TO 18 FEET. C, LAYING CONDITIONS AND SOIL, SIMELAR TO THE FOLLDWING (TYPE 3): Tightly consolidated soli 4' nln loose soil PLAN SOIL SHALL BE DFI SILTS OF MEDIUM TE LDV PLASTICITY WITH SAND DR GRAVEL. LL ( 50,25 - 50 7. COARSE PARTICLES THRUST RESTRAINTS - i-IFLD LNK GASKETS TOWN OF AGAWAM N-T.S, CONSTRUCTION STANDARDS YYILLIMrm 0 GOEBEL CML 0 42644 CD m 0__ B ENGINEERING, Pc,,, ao m 0 0 z • CIVIL & CONSULTING ENGINEERS* PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS* NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 10rj VALLEY STREAM, NEW PORK (215) 393-8300 STERLING, VIRGINIA SOUTHEORO, MA 017'72 (516) 872-2000 WATCHUNG, NEW JERSEY V) a (703) 709-9500 508 480-9900 (908) 668-8300 w PROJECT: 1 Franklin Realty TITLE: PROPOSED SUPER FCODMART LIn v N0� 4L D STREET WALNUT STREET NS ON DETAILS LOTS BLOCK I TOWN OF 0-1 En HAMPDEN COUNTY, COMMONWEALTH OF MASSACHUSETTS SCALE:(H) NTS DATE: 3 a E L. H . BOHLERW. D . GOEBEL 09/21i00 SKEET No: E D N DY; PROJECT No: a L MAM W99425 a o d� NECKED BY: CAD LD. #: I o PROFESSIONAL ENGINEER PROFESS I NAL E GI SSR W99425SDO OF 9 cad En a> a p NEW JERSEY LICENSE No 27410 MASSACHUSETTS LICENSE No. 42644 J O PENNSYLVANIA LICENSE No. 37184 NEW JERSEY LICENSE No. 37773 REV. N0, a NEW YORK LICENSE No. 63409 DELEWARE LICENSE No. 9964 w C; CONNECTICUT LICENSE No. 17518 NEW YORK LICENSE No. 071284 z MASSACHUSMS LICENSE No. 37025 1 LLJ CONSTRUCTION CHECK DATE rn a d �n i R=60. 0 A=46'11 '47" L.=48.38' CHB=S62'44'16"E / GENERAL NOTES: CHD=47.08' 1. APPLICANT: THE GREAT ATLANTIC & PACIFIC TEA CO_, INC. r L=48.59' (DEED) ` 00/ SPRINGFIELD & WALNUT STREEL EXTENSION ' LOTS 1, 2, 3, & 4, BLOCK 1 TOWN OF AWAMAN R=40.00 HAMPDEN COUNTY, COMMONWEALTH OF MASSACHUSETTS A=49°27'38" 2. LOT SHOWN ON ASSESSOR'S MAP U5 & J15 , LOTS 1, 2, 3, & 4 BLOCK 1, L=34.53' IN THE TOWN OF AGAWAM, MASSACHUSETTS. C H B=N 64'22' 1 1"W 3. PROPERTY LINE AND INFORMATION TAKEN FROM A PLAN ENTITLED "BOUNDRY & CHD=33.47' TOPOGRAPHIC SURVEY" PREPARED BY CONTROL POINT ASSOCIATES, INC., WATCHUNG, NJ. DATED 7-31-2000, REVISION DATE B-29-200, SCALE: 1"= 60'. R=20.00 D=77°29'00" 4. ZONING ANAIYSIS: ZONE INDUSTRIAL A SHOPPING CENTER-PERMITTED USE CHB-N65°09'30"E - • TOWN OF AGAWAM CHD=25.03' N76'06'00"W L=27.05' � ' BERKSHIRE COUNTY, MASSACHUSETTS A A ��T a*79.31' AGAWAM AM SLOPPING COURT 400 N76'06'00"W (50' WIDE PRIVATE) BENCHMARK 49.10' _ 5. BUILDING AREAS: -- GRANITE PK NAIL SET BOUND FOUND ELEV.=�•26 SUPER FOODMART 9, _ . _ � BENCHMARK PROPOSED RETAIL 7,800 S.F. I Pio o_ PK NAIL SET P.0.8. .� i •.� i �...� .� �.n� i ��� �. . + i � ... ,... �� � .rr �. .r r .ram i •..•�w�+� w 4- o ' ELEV.=90.91 TOTAL 66,820 S.F. D.B. 7040, PG. 45D N (PARCEL II) GRANITE PORTION flF AGAWAM i GV MON. FOUND 1f N PROPOSED BITUMINOUS SHOPPING COURT TO PROPOSED CURBING NOUS PROPOSED CONCRETE CURBING US _ 40 Gv PK N CONCRETE CURBING BE DISCONTINUED CONCRETE CURBING � �o � NAIL FOUND PER REF. 5 20 ,� � / / 6. BULK REQUIREMENTS: Rf UIRED PROPOSED ON LINE, 0.43' E • 20 5� O �/, MIN. LOT AREA 40,000 S.F. 304,563 S.F. (6.992 t AC.) N • • ® • • `' 0 421.20' / _ �O, R20.4' MIN. REAR YARD 25 FT. N A MIN_ FRONT YARD 40 FT. 40.6 FT. ❑ _ �$ flFj' EXISTING A�lE5 DEPARTMENT STORE S26°25'00"W ------------------------- --- � o ►� o N76°�0"W 422.34 MEN. 510E YARD 25 FT. 74 FT. 40.3 2' wr J r s •�� �r �r �w� rrr w w � �• �ww�� ww�� �� wow IIIIIIIIIIIIIIo40Mw� PROPOSED LOADING p 25.00' 122 00' 300.94' CONCRETE PROPOSED 4' BITUMINOUS AREA 1` MAX. BLDG. HEIGHT: 40 FT. 40 FT. o GL p� PROPOSED LANDSCAPED cc BENCHMARK r PROPOSED LOADING Oa Q PROPOSED CONCRETE MAX. LOT COVERAGE: 50% 22 f / //// AREA STARS PROPOSED TRANSFORMER PAD CONCRETE O 1 PK NAIL SET / /// // / �// � 34' ; � (10'x10') 26.0 � �. 3 7. IT 1S THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS ELEV.=79.22 o AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO SPECIFICATIONS P CO I 1S GRANTEE / i � / ' , ,.' � THE SPEC DR APPLICABLE DES, T i 50' WIDE EASE. TO WEST. MA. J: 'i' t l/. /' N FOUND ,�' /, f. BO O OU D � ; �, E CDMRA TOR'S RESPONSIBILITY TIFY THE R f THE C LJTY TO NO PROJECT ENGINES OF RECORD i. t /. ' J 378A ELECT. CO. PER ASSES, MAP G>,2 RING THE STAR CONSTRUCTION, FAILURE B 1 0 t IN WRITING PRIOR TO T OF CONS Y THE CONTRACTOR GRANITE i"O �S ;' J J / •f - 'i ., , i .i i ` . ;o " I ONSTff ACCEPTANCE/ / ; Q3 TO NOTIFY THE PROJECT ENGINEER R SHALL C UTE OF FULL 6PPR OXIIAAiF I OCATiON BOUN FOUND I J' J t �,l' :l ;i / / /"' ^� Gp i S; r , A COMPLETE cv 'i' / / IL BY THE CONTRACTOR TO CD THE SCOPE OF WORK AS OF UTILITY EAS>=MENT / '.' r J' RESPONSIBILITY c'7 1.4' r� ,' '/� PROPOSED SCREEN WALL R A O .� / r`PE ASSESSOR'S U P N / ,f J' �J' C AN M/ •, BY THE DRAWINGS 0 !N FULL CONFORMANCE WITH LOCAL REGULATION ,� �: DEFINER S f r^r� r<- , AND CODES. O J ; E1 MAP i4#o. I-15 3o.D' 6.D' 34.7' ', J,. '. Aso. O PROPOSED 10'x10' • /' L WORK SHALL CONFORM TO THE TOWN OF AGAWAM AND THE H ENCLOSURE $. AL TRASH E E 1 BLocK , J l' DEPARTMENT CONSTRUCTION - " COMMONWEALTH OF MASSACHUSETTS HIGHWAY DE RIME N J" C LE. to / LOT 9 STANDARDS AS APPL! AB p I' 1 Ji _ J'i 1 '/� `:� LANDS N F OF D PAYING SHALL BE CONSTRUCTED , / i ! �i SITE WORK INCLUDING CONCRETE: MATS AN VI G :' 1 `/ i 9. ALL � 2 PROPOSED SCREEN :' t` /� `r , / I' l.• J l/ BLOCK 1 �5 IF CO. INC. SPECIFICATIONS. i" �,� t' RVANA MANAGEMENT CONSULTANTS, A . ccaRDlNc WITH THE GREAT ATLANTIC & PAC !C TEA EXCEPTION `: NI EMENT CO SUL NT5 ET L IN ACCORDANCE WILL / / /, t, i, R=400.00 ,� ",� D.B. .,' / J` ;' D 4855 G 353 PER REF. 7 /'' J' i / / •03' 'J• .' /� i SERVICES ARE APPROXIMATE AND i /," .' t0. LOCATION OF ALL EXISTING AND PROPOSED 5 S LOT 2 r� ", '/ Ji. T �,` 0=1 34 01 POSED TRASH ;' ,' ;' ' PRO '/•/ /" '`; r" AL I COMPANIES PRIOR TO LUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY M 22.64 / COMPACTOR L 1 / LANDS N F OF VA UTILITY SERVICE r' ,•� COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. ALL / C E CHB-N17°38'OO"E WILLOWSROOK ASSOCIATES r' CONNECTION SHALL $E CONFIRMED INDEPENDENTLY BY THE CONTRACTOR CHD-122.16 . 704D, PG. 450 - / r /' r' r' CONNE TIO POINTS SHA CON M D "i .'� r` �,� IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. Ji` %�/` /' r' °ice •� ■ P it O / ARCEL •/ / / J i J` / [ % t PROPOSED APPROXIMATE. R 15 THE RESPONSIBILITY OF THE / i r' •/ 11. ALL UTILITY LOCATIONS ARE ROXIMATE LANDSCAPED AREA . LgNDSGAP If7 r' / >• �" l' PIPING, PRIOR TO COMMENCEMENT CONTRACTOR TO LOCATE CONDUITS, PRODUCT I G ETC P J r ; C , 74A' I OS 9 020 / = PROPOSED 5 S F TRASH ', // ;'_ ,• •,J i ';' � OF EXCAVATION OF ANY TYPE. / PROPOSED 5' ,•! / /' ,`� 9 / i 2D'x20' ; :' i' 'ire /` a �r /" CONE. WALK `i,� ; R DMA l SUPS F00 RT APPROVED © 'J'! i' i' i' T2. EXCAVATED UNSUITABLE MATERIAL MUST $E TRANSPORTED TO AN / t :� �; `/ �. / ALL EX TED N Tf i} ';' PROPOSED 4' x 5 / FEE= 85 6 ; /" / ; DISPOSAL LOCATION. I / cawctzETE WALK / 1 .00'� Cb r CONTRACTOR'S T TIFY"DIG-SAFE' t 3. IT SHALL BE THE CONTRAC D 5 ONO O i' '. •� .,. :' 34 HOURS ANY EXCAVATION ON THIS ITS. 'i ;` t ;" 'i' i` 1-BBB 4 7233 72 PRIOR TD i /` i 169 TOTAL?IRKING SPACES ) / FR I0KL(N R NY. / i A C . i � NOTIFY WATER & EWER DEPARTMENTS TO J: .'' CONTRACTOR SHALL ALSO NO FY LOCAL W S 1 4 os /' /' v MARK OUT THEIR UTILITIES. U� � /, _ _ HE h f PR oSED 3 0 $ / J`� OP 00 S.F PROPOSED 4 8 0 5.F `, ;• rt' ;' ,� i' I i' '/' J /� /r r,r -� �' / ,' !' t J ! / . RETAIL SPACE P ,' ;' s RETAILS CE '! ',' •;� '% .�' 'i" 'i THE LIMITS OF WORK SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO THE I 1/ J� J`/` / ,/ J / /' / / RANITE `/, r' / / J` t ;' 5 START F CONSTRUCTION OR SITE CLEARING. N13S J 9'Oa'"E ,i` ,i. i� 71 'l' , J"/i', i' r' UN FOUND /' 'i /� :' B ", DEED PAR 29.00 (DE �, ,., �" :�'PARCEL LINE i :�. r;J Y PRPosED BITUMINOUS 'J. �J". O r' / PAVEMENT CONCRETE E / h- G S7529'00"E L CONCRETE AND BITUMINOUS PATCH AREAS TO MATCH EXISTING RIDES. L T 5 13.00' /` J r, / SOLID WASTE DISPOSED CONTRACTOR N ACCORDANCE WITH ALL J t 15 5 E TO BE OF BY CO R I (PA RCEL REEL 3 i / F-� PROPOSED / �t %• �' �i' / `/ i �,' 'i •l :� / LOCAL, STATE AND FEDERAL REGULATIONS, Gv EXTERIOR WALL oa R % F PAR I �� (PARCEL E-I � o DO• 17. CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION TO BE PERFORMED 1N ACCORDANCE A D.B. 7040, PG. 450 v r I� �yo o o L--- ------ � - --------J i o 70 WEST STABILITY OF CONTIGUOUS STRUCTURES, WITH CURRENT OSHA STANDARDS, AS ELL AS ADDITIONAL PROVISIONS TO ASSURE m PROPOSED oQ PROPOSED 4 WIDE PROPOSED 10' LOT 1 z '°° W19 R A5s�S5_ ;,gyp �✓�� 'STOP' SIGN YELLOW LINE DR.) �-- WIDE CONC. WALK o N � f- a � ELECT CO. `� 1 � 18. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF o o ;y R1_1 ) �' (PARCELS 1 & 2) o ■ A• o THE'ENGINEER OF RECORD' IS STRICTLY PROHIBITED. E-II a c _ w 4 o PROPOSED LANDSCAPED AREA ROPOSED OVERHEAD -� C�z� P2a, �' "� �•► �', 'P �1 �-) CANOPY '� o -► h Y �� !s , o• 0 a R7 , Ps o 0 19. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERSEDE R1.a 5' A1NrED STOP IN ALL CASES. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS. S 1359100"W R1.0' R1.5' BAR (TYP.) �I CO �i�/ 1O.OD' �� I m BLOCK o p� q 20. ALL FEATURES NOT LABELED A5 'NEW, *PROPOSED!, OR 'TO BE REMOVED" E-I -" - P� ..� '�!o, �'� b °� �, b �O a �? SHALL BE CONSIDERED TO BE "EXISTING TO REMAIN"_ M M 21. ALL LOTS TO BE CONSOLIDATED. - s76'D1'Da"E LOT 3 l � 1 N o L L � � 1 10.60' Q' ® � � ^ PROPOSED HAN01 PED PROPOSED +` WIOEQ`� I / LWS N/F OF W PARKING (TYP.) PAINTED STRIP 360 i 57 16.15' J. WILLWA, JR & CATHERINE P. CU14UFFE (T1.) !-•i �6.22'DO" 16.15' 1 ( C 01, PROPOSED HANDI ED m I23.26' D.B. 4033, PG. 103 PARKING SIGNSo a , N 13'S9 DD"E 6� CART CORRALS (M. 32.17' R�9' / // / // q�p °�, 2 PLACES) - o z ■ W O ------------- 18.0' 24.0' 16.0° P.O.B. a N PROPOSED D1R TI0 EXLSTING CUfDE RAIL (TO BE RELOCATED) D.B. 7040, PG. 450 1 ; , 1t4.9' MR) p (PARCEL 1) ; I-' MP-) ARROWS MP.) 286 TOTAL PARKING SPACES O 8 9 , 1 RO.T EXISTING ACCESS ROAD TO BE MODIFIED / WIDENED TO 3D' R10' o 'Fs 24.0' APPROIMATE LOCATION ; EXISTING PARKING � L _ OF HIGHWAY EASEMENT , b `� PER ASSESSOR'S MAP ; (TO REMAIN) O ® 12 a 32 12 11 12 09 0$ E C3 o p W 12 O 11 12 13 13 N �?O• �� O Rp9 '� o ' i I Q �.0 � N LOT 4 .� b � �- U,�� a(PARCEL z .�. ry w PROPOSED CONCRETE o b PROPOSED ID SIGN `ry a CURBING (TYP) ■ 4 � ROPOSED LANDSCAPED 3 oY AREA (TYP_) � Q r � , �, Asa � _w � r ���� � r� r g06.8'�' • , SOS°51'00"W \ 122.00' 2ifi. 90.26' 38.25' � ���r � � • -r{ _ _ --- --------------- ---- ------------- --------- �� � �� ��� � rr � � �r� r � fir. �• err •�° � r �wr• � � � �� r.riwrrrr^° � � �� �� � � � �� � � •wr � 1� � � 4yo � _ 135.40' 467.40' 982°22'09' E ' { N PK NAIL BENCHMARK 135.60' (DEED) I I� • { S75°50'00"E PK NAIL 3.75 P.a.B. D.B. 5978, PG. 468 S75'50'00"E ~ PARCEL 3 P.O.B. P.O.B. P.D.B. { ) P.D.B. 143.94' D.B. 5978, PG. 468 D.B. 5978. PG. 468 D.B. 5978, PG, 468 O.B. 4033, PG. 103 (PARCEL 1) (PARCEL 2) (PARCEL 4) 1 SPRINGFIELD STREET (PUBLIC - VARIABLE WIDTH R.O.W.) �y GRAPHIC SCALE 30 0 15 30 60 120 I I I i { IN FEET } 1 inch = 30 ft. _ v v Yi HOR-LEA" IN sr c • CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS* NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK (215) 393-8300 (516) 872-2000 STERLING, VIRGINIA SOUTHBORO, MA 01772 WATCHUNG, NEW JERSEY (703) 709-9540 508) 480-9900 (908) 668-8300 PROJITOT: The Great Atlantic & Pacific Tea Co., Inc. TITLE: u� PROPOSED SUPER FOODM.ART .Zni SPRINGFIELD STREET & WALNUT STREET EXTENSION SITE PLAN LOTS 1, 4, & 5, BLOCK 1 TOWN OF AGAWAM HAMPDEN COUNTY COMMENWEALTH OF MA 5 SCALE:(H) 1 !n�DATE69/21 /00BOHLER DSHEET No: cn E L. H . • • IzEE ! _ DRAWN BY: PROJECT No: d MAM W99425 Q AfIII CHECKED BY: CAD I.B. #: :a PROFESSIONAL ENGINEER PROFE =N SSR W99425ss2 OF- 9 i o NEW JERSEY LICENSE No. 27410 MASSACHUS y , Q PENNSYLVANIA LICENSE No. 37184 CCNNECTICUT &b� ' Cx NEW YORK LICENSE No. 63409 MAINE LICENSE REV' No. Z > CONNECTICUT LICENSE No. 17518 NEW JERSEY LICENSE No. 37773 Q iI MASSACHUSETTS LICENSE No- 37025 NEW YORK LICENSE No. 0712B4 CONSTRUCTION CHECK DATE f37 b m Ll IA R=60.OQ A=46'1 1 '47" L=48.38' CHB=S62'447.08' / CHD=47.08' /7! � � 0 J de L=48.59' (DEED) ♦ / 1 R=40.00 90 . �. 1 A=49'27'38" °a L=34.53' CHB=N64'22'11"W 4 CHD=33-47' ASSESSOR'S MAP No. 1-15 1 R=20.00 t � / B1_OCK 1 D=77'29'00" _ ' / 1 CH27.05' Q9'30"E AGAWAM SHOPPING COURT �� d 1 ?fir �� // / LOT 9 / LANDS N CHD=25.03' N76°06'DO"OUP 50' WIDE - PRIVATE � ` -- J / / / F OF 79.31' _ MEET -- �` / / / NIRVANA MANAGEMENT CONSULTANTS, ET. AL. / - 1 i/ / / / D.B. 4855, PG. 353 / N76°06'00"W `�` f f / / � EXISTING � � � / / / / BENCHMARK 49.1O' � r � / / / / GRANITE PK NAIL SET s - r / / / / BENCHI,WRK // BOUND FOUND EIEV=8026 � � l o / / / � 7C 85-22 r o / / / PK NAI1 SET I P.O.B. r � � w w�+ � r err it mmi �� amp amp Im�m� amp w Imo � r �� a rr �� w � �.wm�rr �+ w wnm� ammr ■wraraa�lw� a. r..srs�rrr am. r� �Ct, � - � ` BC 84-72 7 '- . / / / / / ,/ ELEV=9D.91 I D.B. 7D�PG. 450 GRANITE / / PORTION CF AGAWAM } ~ �-- �� - � � - x � `./ / / / / / / // // I (PpRDE1 II) MEET SHOPPING COURT TO 11 : r l \� 1 \ / r l I / } .�. tbDN. FOUND N N � � / I I I t 1P,W Gv EXISTING BE DISCONTINUED MEET Il � � � 05'7Q, \ems \ / / 1 `1 / / . 11 I 1 /j / 04\ PK NAIL FOUND PER REF. 5 EXISTING 11 -J r , ?-_� 11 I I \ ON LINE, 0.48' >_ \ - - - - - � - � - - - � � -_..__. .- ..� �--�- \ ZQ4 ifs � � �\ j / / I 1 / / I r/ _ _ / / -I / f - - - - - ►� - -= \ _= Il == I \/ - 9 Q6� a2.91 84 // // Jl r- I }I �==� - - -- -- - � \ _ 11! 421.20 - .� 8 04 ! / / / ! S26'25'0�'� 4-4 -_--- __-- - - '.'�-"�_ _"'�_ �. .. �. _ ._ _ ._._�- - ..._ ... . 77- _ .� ..- - 84 ( / I w 1 I 1 / / 1 i 1 € II `~- _,� =�- r N76°Qfi OO��Iz- - ___-- ____ __ \\ / Bc a4.10 1 l- p � 1 . a .I�.mm� aa- : Vim. .r - W � a , amp -- wm � wwi � r ,.mummmm . r � w._® a. � rr «w ✓✓ $C 83.6� I 1 / / I l 1- `� l 1 / } 122.DD'r ✓- 300,34` 1\ sS'- /- TW 96.44 RT_ $3 sz-91 16-4 e - I 11 € - - -25�O' ��'_ -- -_ == == l} \\ 83.75 / $w 85.65 ?.t € 11 I j I w r ` / \I 11 I I 1 I I --- � ---- I I -..-«---_ \�' TS= J I € I � � Lc I 1 1 ! I '1 I I 11 I 1111 . € � --- 1 1 _ ��� ,"11 ^�\ 85.75 /� TW 95.71 1 1 � 1 PK 1 /f////// •�f i I * ` • / 81-51 BW 85.fi5 ; i1 € f € IOl} , 1 CHMARKT II 1 II \ _ , _ ^ � 84 TRENCH= I 1 I / I ELEV.=79.22 11 I i I I j / \\ % ///// // I �_- "^ - 1 I I ( / I I / _ 3 1 � } 11 I I I / \ r , ., / / /. / ram- , % i /. /. / % , /: g 1 1 I } � I II I �R� fl op - *'� % / ,'`;' / / !'~`�;.' % r' ` F e / / J' /' / € } SD' WIDE TO WEST. MA./ r i" / % / / ! ,` /` J I I I EA5£ I 1 P` I J -- 7�/' / , /' /%` /` •/ - i'/ i' '.i' / I I I i•■ 11 I 11 f t /' i • / '! j 1 I } / ELECT. CO. PER A5S�5- MAP } f� Cv '/` / i I i i !' i I I i C S J l,' / c�af� f _ / I / ds 2.42 �r 1 AYPkU%IMRTE LOCATION '/'` ,� ,r` '1'' ` + /' /` r UNU UWN /' r • / } / E / i f \ / i �yr ! r `r 1 1 OF UTI1fTY EASEMENT '% 'i' `. '.' Q-r # # PER ASSESSOR'S MAP / \ / co '/ J ! / f % ,/ /` /I J /'' / / / /' / /` /! �/ [ / w J i' i / I I / i ; J' y ;, 7 r+' / -♦ r' ./ i- '! I I 0 pp2 ,' ,l 1 I 1 / i• / i ' /r $ / / 1.57 % r' /' !'' I / i :" /' I } '/' i `/ # II I i 'r' -�,� /� 1 I I I :r ./ i, TR N H= /'' i / i ! E C /' �i' / J 1 I 1 Os 83. 4 $1.71 !` r" r! /' / tC� 9 ,c /' /" I' / 11 III I to H _ "i' 'i I / / J%. Fi. f CD NO CURB 8 / , !,``/ ♦` /' /" !` ! 1 !` /' / 1 1 I / '!- / /` / /' r `/` `'r•`/ r J i `/ /`i J r r' '/ '/, ', ♦ F` /'',i `i `/ / ! -\ 1 1 1 1� 1 I i I y / /, 1, r% /r !�`/.,,1, i '/' `1 /'/ `/. /'! J %' i r, ',' i / / / / i/ `i / r' J, # 1 11 II / Z m / i',r f / ,' / /' `/' ,' / ,, / , /' ' /` i /J '/ / / /' ,F , / %! f' \ 1 I 1 I \ 1 u / EXCEPTION r`` / ! ,' !' i J i '/ i / / \ € I BLOCK 8 ;•;, ; / / /` r�, /i / 1 1 , / , '/r/. '/' i /' / / / / 1 I t R=400.00 / ,'` ,i/ / �' i , ,• / /'` _ '. i `, = _ ; =J. `r ,/ . /, � 1 t ll I I r „ / PER REF. 7 �--( _ O / !` :/ ",' ,'',' !, iJ %` ;/ ,/ / /`. /' /, .'ir ;` % I I / �T1T34 01 LOT 2 / ILL r/' J' `i' i' / , Ji , '- / f r'' /" % .; /'' / i./% ;' } I/ 'i . , 'r' / 11 i / i i / L=122.64 / l TC ./- A / / ,' /" / ,' i //` 'i ,, ,. , ', ! .% /' % r /, . i r /' / /' % i / f'% , 'i /' 'f TC $4.54 I 1 11 I l LANDS N/F Of �• %!% / / / /: / /, ;r r i. /' ', , !/ /� /' /' /, /` 1 w a3.so '/: ; /' ; , !�' / /" / r / 1 l 1 1 } CHB=N1T38 00 E MIOWBROOK ASSOCIATES ";' /` it. /' ; /' / / /'/ •/' �. 'i /'/ r /`/ I / I 1 1 / `':' / i , F 'J' /' ,i" /./ i ':'F ,' ! .!'' 'f' r' ;`i, '/' i' ;- '•/' i ;'`/ /'i; i"; ':' sc $4.{)a # CHD=122.16' D.B. 7W, PG. 450 o %, / / ,`/' J/ / / ,, i /> /, r,/ /.; /!/.% / /' `/ i' // i I I I l 1 r i // / i / / / / '/ ! / i /'/' /` / /`/ /' / // / ,• r'. ` f: ,�, /'; � ! �%' r' / /,` ■ I t 11 I I l r (PARCEL H / d / i• / '/ Fr/' /r / % `/ //` ,/`` % / F`i F' / / r,/I /` >" / / r /' `r` /i } I 1 GE ) / '.// / /'>/, /` %/ , '/''r / ',= '!i '/' / /r.r % /: `/' J / / J / ';' r• ! i /' / ,' J I 1 # } 1 # } / r HP 83.67 /` , ,•"/' , / '; / !` /` % // I I [ I I / 11 111 1 / BS 84.85 `/ , / / /' % /` ',!" /' / I I # / 11 /` r 'i % J / , I I I I / -' ;`/` / / `/ ,/ >/ ,/``/` ;., PROPOSED 59 020 S ./, ,` ! / ;'/ ;Jlr i 1 I 11 I 11 1 / ;, // ;';' ;. ,' ; • `' , / , , , ;` i /,, /"; ,: f� ; ,./. /; / ,r ;' I I } 1 / / 1 / / / TS 85.85 � , � ,` , ` i I I � # 11 I /!I /// f/ / / '/` r '/`;'!• /`J % '/i``%r `/'/,/,/ '% '/` ,'/J/Jr;f- /• /r %;''� t 'ice -fir rl/' `j,'!'' /;" /� l',/r-/I' i!/ `!"/ `,- /�,//j 'r'`F` / ,. 1 I I I / I / i 'i `'� J i `a.- F / f1 / 1 f/ :' - SUPER FOODMART =' %J ! ;' ,';', ;'; , J, ,/ ; , /' (:J /' %Jr'! ; 1 I , } I I 1 11 1 / II / / 85.35 ,`ir ' .• ,` '/' 'r! ,' if/'.J`i' /,//" , " Y,��' -.•r, ,J/ , / J'J / ,``% ;! i/,•/` `/`/ J / f / i`+r /' /'` ! '/ / /'/ I 1 , / / / _ /, iJ /- F// r/r /' i `,/%' _/ `/• ! / = % J ,' /' /r /' r` ,, `/` .; . ',' / /' /F r ,' , :( / +/'•'//i / ' _ I } # l 1 I 11 / // `/ J` /' ! '� FFE 85.B5 I i / 1 1�J } I I } 11 �/ / r ;` ';� lV/ , /.J'r i'`% /` r X %I `(�+ /'rJ �F ,�Jl� ,// J / / / `,,' i' r /l ! / �(� � / % i / / /'r:'/ J / �r f / r!� I I 7 1 Y / ,� S76.01'OD"E lL�j `/' ` •' / !r / '/' /'/ :�f J J /' '/' / / / i / J 1 -/.• i r /s .:z ,/ ' /, i , / r' ff y. I .} 14 1l I / { i/J / / �'i r;..a+ ,:J.r` /%�! ! '/'/ /' ,/ /`/ / / ,' / / / _! /'! i !r! / /` / , r ! ,` /' / // i` / /' ;' j' /, `!',/ j',;` f '/ ,/ '� '4; / , / /` 4 l } # 13.OD' I'/ 11��55'/ J /: -/: %' /. /• ./•i' i' .�/ '/' / ;' `/ / /' ', ,' // ,' /f�{,[� /, /` /`''/ ,' //' ,/ F! J i { I I f �} I r r '` /`,�/`Ea. % J r' N %'OF. I" ,'. / i j / i /J /' tb 1'='''' /. / / i / , Fi 1 I / / '/', i , /'`i'i /'/'' / . !/ ,- / i /`/' / /' ". '/` / i`i i ;` I I } I } II 1 I / / / F/ ' /' !F E(N! �-� d�;=Aht'f; �, ,f /., /;r"�J %; i 'r . %,/ ' c i• /./� J /! 1 }..,.I g J J J :' : /' Y^" 191 L^ Y' f`, // /' J r / .',' ': !, ;',' / I j [ 1 1 / i F r i / /' J' /` J•' /` r /`+ ', / ; / /' j .a' / %'/ i`/ r / I I I / 41� � TC 85-00 /' !r/' ,D 7B-'PG'.4 % f �' ,r/ /' / ,,` /" / I I 11 I {I / / // / o� `;` ',i / 131.E / ., i /` /' /`i" `% /, i /;/;/, "/ ;' / I } 1 \ / � Bc i t.. %, /' ' >_ , /' J it ;/! '/ ;` '/` ;` / PROPOSED 3,000 S.F / 1 1 111 a4.1 D PROPOSED 4,8 0 S.F ;` /;, F, ''+,'/ /' Jr ,/;;, ./': /. ', `/ ;/ /' /' ri / r / / J [ c,� ,// /" / .` / '/ /' /' / i' 9 ! /' '/`/` F T ACE # } / //// // / / �/ ;! F;:/ •i- ;` " f `, ;, / `; , ; : ! i'; RE AIL SPACE 1 / } I II RETAIL SP CE %' // ` /' /` '/' =;' !i i '/`, r 1 I N13'59'OD E / / %%' / J , / i' ; ' .i // /` .' /, /' TC BC 84.78 I I } I I 1 - SOUND FOUND // / GRT 83.29 /' / / , / % / /` / •/. r / i` ! '/ I \ DEED PARCEL 29.00 DEE /, !�- ! F % / ;' , r i' : / , r Bc s4.s7 EL LINE 1 r`` /r /' i' `/" I` /" % / �i` �! / / / /" / i' / / / �i� J` i� !` / ,r i' I l4 //////////// N76 D1 Do1. rc !' J /``% / r J` i' / `i i' / ! 1 t I 1 I / 85.fl1 / /`!'' ; '; ,'' , / /. i' ,. /` /,, ; ;';. ,` • J%i/' LOT 5 } / 25• e / /" +ar / r r' % / %` / / F,` /'/ i / %' r` , r / rJ / / `/" J /' / I Z. \ ✓ l - 3.75 Bc 84.11 / . `, !'/ ;,, '/ ,` r' i !/`i /" 'r / I 1 l to i Paz✓ / / � `i .;',;`�/ :/' /�j' /' ! /`r/r `r' J`• / ,'•i;. / /' I 1 = ii f '% �' !, /` % r` PARCEL 31 11 :-/: // /' /. ,/ i, ; ,` / / F` % i'/'/ / / % ,` I I I l } 1 F- 1 // / / r'I /` / /' / / / 'J'r r F I J '` % `% J i' %' / / ! ,, ., /� `/'- `;F', I I o I € �I�- / (PARCEL 1) _ 83.94 / i / .1 ! / : / ! , t I 1 [ I \ f" I t [--� - € -- I } I 1 1 I W 1/ / D.--7440, PG. 450 1 / � ND CURB L-------- - ----- - __ ---- - -- ------ -----------�•----- ---- ----^ -• - -- ---- -----� } } 1 0 EISTEK, I I I ��- t TC B6.50ASE. T W I I I \ 1 W 1 Ilw 7 / / / i.._ 0DE I / 1 Iil✓/ J °� / ~~I - 85 _ BC 86.00 100' ASSES' MAP 1 } . } \ Q {fir" I!_/ -Ar-- 8. _ ,- 85 - \ co.\FER I I I \ i 1 �� L\1 I �, . TC 84.66 TC 84.65 1 & 2) \ iC 84.74 Q TC 85.65 TC 85.73 ■ \ � I } \ \ } [ / �{ fit GV / TC 85.65 \ TC 85.15 TC 85.1-5 �^ ELECT- 1 BC 85.15 TC 84.92 BC B5.15 BC 85.15 } 1 \ \ [ I } 1 c n l / TC 84.1: BC 84.16 / BC 84.15 --jv BC 84-24 rJ \ BC 85.15 BC 85.23 I 1 I 1 1 ;- -. /ll M /� Z.Uu' sc s4-4z "I \i� .015 \ I I I \ 1 \ � U I 1 �� / - `0 513'59'D0^w // %//// � / ec 83.67 1 ` ` \P' 1 1 I \ 1 \ 1 I 1 I `' I / I m I I o .1 I / -- , , / 10.00, BLOCK 1 TC 8.,63 \ �-_-_ IL I\ / � BC 83.13 � ✓ � TC 85.47 I\ I I\ \� } I f1 I I 576'01'OU'E TC 84.97 TG� 5-5190 ■ TC 86.54 � \ I I /I / LOT 3 / / - \ Bc s4.57 \ t 1 \ 1 } / 1 10-60' 8C 84.47 BC B D1 BC 84.40 /- TC 84.67 BC 86.04 \ \ / / LANDS N F OF C 82-73 W _/ TC 84.98 / 7C 85.51 BC 84.17 \ y i \ } 1 I 1 I / I / / 576'01'00"E / RT 82.2.3 8� ��` BC 84.48 \ 7C 85-15 1.11 TC 84.72 \ \ I / J. WILLIAM, A & CATHERINE P. CUNL1fFE Sa�'2�"DO" � � 16.15' O � / BC 84.65 / $p� BC 84.22 I \ BC 85.11 \ I I 1 I � I \ 1��126' / N13'59'DO'E D.B. 4033, PG. 1D3 / / + 1 TC 85.22 4' WIDE I I 1 \ ,III I / / 32.17' / ,, TC 84.16 / I \ PAVED SINALE TC 85.55 { 1 1 } 1 -_ III ( // s/// /// // / f/ /ff// TC H3.27 �r BC 84.1 S / I \ BC 84.72 } .--I 1 I BC 85.55 � � I I t j I\ /r � GRT 82.77 Z t // `_. N � 1 � ( 1 TC 85.55 \ } I I \ ■ ■ BC 85.05 \ } \ I 1 �,------- III ® I/ € ---- . -- --. --- 11 / \ TC $6.OD 1 \ I ' NEW FULL DEPTH PAVEMNT/ \ --l- } I I \ \ ® __ / I 1 II I \ . 111 1 SCARIFIED W/ OVERLAYA ---Jv// �-�,_ BC 84.50 j / BC 84.56 / I I I \\ t\ \ \\ !��,- . 1 I I ' = TC 84-88 TC 85.45 TC 85.,7 TC 85.45 ✓ \ \ - (PARC P.D.B. 11 _ i I // BC 84.38 ✓ BC 84.95 BC 85.22 BC 85.95 - / 1 \ \` �� _ _ _ - r € ! ` I! EXISTING TC 84.03 1 TC 85 05 I- / / [ \ _--_ �� � �.J; -_ �1_-_ . I I; I i t \\ r TC 84.27 BC 83.53 /1 BC 84.55 IO 0' -✓'' /// // _, _ ==i--= _ �J -i•�!== -!ram= r �= 11 I \ 1 BC 83.77 BC 84.69 MEET / // fir_�`rr- r J _ -_ r r - rr r_l--_J! y�.r__ PROPOSED 2" TC 85.37 - / - _-- --=��J-_ _ ��J r==`==-�' \ OVERLAY TC 84-87 TC 85.21 J r ✓ � _ _' _� --✓ '- - -�- J- J `-- i- \ I TC 84.29 en __' EXISTING / ✓✓ _� ✓i -- �-a"�✓--- _✓_y w� `�o� _ J5 - _ _ _- APPROXIMATE LOCATION �-� \ // /-� ' - - - -_- -_ __ � '�,�'�� _ oa-�+oo-�„o%„' '- - -_,-'-:� DF HIGHWAY EASEMENT OCATON , \ I } BC 83-79 TC 84-61 BC 84-37 BC 84.71 O�+ _ r- - _ - ~ - -_ - -- - - J PER ASSESSOR'S MAP ! I I TC 84-34 BC 84.11 16 TC 85.04 TC 85.39 _ -- ,4(3 E 0 .11�, y/ / / / / / / / / \ I \\ '7 C V• 11 ✓✓ '// // // -✓r �=_� 7•-y��✓ � ✓i ✓✓✓ / r /- rY r- � r r,+ r„Y�.,,.� y 1, �,a�t„r-� °'`� / a BC 84.54 BC 84-89 81•a5 TC 85.17 d"O I ✓ , / / / l / / / / / / 1 ] l l } \ \ I ! w BC B3.84 TC a4.s6 N Tc 8s.37 / E 1 1 1 I 1 J i r• ! I , J . / / / / { \ \ \ \ \ I / N BC 84.67 'o ✓ --/ ( f , 1 1 1 I \ t t t ( ( \ 11 1 o BC 84.06 ✓ u') BC 84.$7 0 -'_ ✓✓ - ✓� ! 1 1 I I 1 I 1 l ( I I I i 4 // o �- N - __-__ _ _ _-- �' o _r - 7:;� _- / l ! 1 l l # I 1 1 I I I [ `1 I I I 1 L 1 1 \ \ \ 1 1 } ) } i\ I \ I E» In In -_�- 0 m In -� LOT 4 _ '' _-___ _ �y �__ j--/-�, �-�=j�_�_�-�_j=� l_�_��- _ ! � �_� � 1 -��t-_I= � ! k E _ # - I T � -- TC 85.33 TC 85.55 TC 85.39 ARCEL 4 �---::��- ✓ --- / I / / / � __ -µ-_ _ a ) _ _ _--':7---:7-_ ,__l : _ -_�_ / / I ! ( / } t } I I I I t I I 1 ,v s / 'Z /� $C 84.81 BC 85.09 BC $4.$9 ^ - _____ - r �_r� - - r��✓��v� Y-� _ ✓ / _� _ _ - // TC $4-52 MEET / '� ^^�-�--�� ���/- ���� _^- -�r//- 1 \ -_- ---4. - _ �r a+�� �__ �� �f_��� ram/ i�//" _ --_�r�l-_ _ ��'�/�=.r� rr� : r� _����- _�'_/ -- i �_ /i // ,N // // BG $4-33 O ^^ / - / \ -,4-._ - - __' �__ : / -'�- -_ - r r_/✓ _,_- -'�__.� _ _ / // / / BC $4.02 EXI5T11jLG� ^ ^ ^^- ^� ��^� ' . _ /✓ /�'�\ I --- -- - -`_- - - -r _�- _i��- _r ✓/ ✓ ✓^ ��Y �r� � -� //-�'�-✓ -.::�-� �' �✓_ �_- y I�� /r- f / / / J %5 / ____ ^..�� v.�^�^ ^^ .�^.-..^�...�._- U` /�� _I� / / ` ^ -.......-- - r+a-'^ �l r j� __ _✓ // - - ✓o : !- � --:-- /�;w� r. _'_ -�✓r✓_ I- R ! / -- - / / �4- - _^_ - _ :-�-`^ �_ -_ _��///-r�-_--ram - -r - ^ - ✓/����{.,y.,gT✓�,y7_��✓i -_ _ ��r_ r f p't! �1j�y`4` 1 / / / / / / / / =�1 - ---^ ^^^^ -� -- ¢- / / ✓✓ yr__-_-�..-_.r'• - - ^�^ .r-- - -r---/ // /✓r-✓�!.-�-�- _- _�i _ �- _jO� �- r- / / I / 1 / 11 / / / ,� / t - - _ �/ i _/ w wry -�r� �/ -✓ - �� - rr'�i 7:---- i _:_ --�--- I �\ � __�I - - _- -- _ ----_- -�� � -� _- ^��- - - -��-=_ =�7- - ^ --- - __-=�----_ - -��� _- �.���� -- ----ice - � _ �rfr� '_�- -�� 'J r _'/✓�- " ,/ ✓ t / _ 1----__ _--- S08'S1 00"W `-_ _ - ----- -- _ -- _�= �g'� -= - �___ - _� ^_ ' 1 �- --^=�= _ -- -- __ ______ 38-2- - _ - - _ w- -'��= ---�i i-- i �I i/ // / k 1 } .0 1 I _ __� _1__-- n a,� a ms. �r�_ ,�- --_-�_�+.r.:..y_--�.,.' � •ter ^^ _ r-- -.,te r _. - �,,-- :r _-, .rr--�-..s�7ac.- -^.-'��_.."ate_7.+� - -- -"-- ��.a�'� i '''r�' ^ �'. �- rim--^y / ✓✓ /// / / / / 1 135.4V _ G --a,- 1 -ea- --__ - _-- -ro�- - - - �wr--�^_ - = ^- ^^--- 7 ^- -- - -- -----_ ^�-= -- �ik-==_=�-� -- -__= - - - _- _ _ = -- -_- - - / N PK NAIL SET 1. ® , -- / / ' ` ^ _- -^ r' - r - DD.=123.75 - /- _ _/ i / / / r 1€ P.O.B. 11 D.B. 5978, PG. 468 S75'S0'00"E P.O.B. P.G.B. ~ 11 (PARCEL 3) P.O.B. 143•94' D.B. 5978, PG. 468 D.B. 5978,PG. 468 P.D.B. IL D.B. 4033, K. 103 (PARCEL 1) (PARCEL 2) (PARCEL ) 453 SPRINGFIELD STREET (PUBLIC - VARIABLE WIDTH R.D.W.) GRAPHIC . SCALE 30 0 15 30 60 t20 cn ( IN FEET ) a i inch = 30 ft. o . 0 Cli . . m LEGEND . , I I . GENERAL GRADING NOTES: GRADING & DRAINAGE cn_ � � m �1 - __ `-' 1. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC 5. REFER TO CONSTRUCTION DETAILS PLAN FOR GRADING AND YARD DETAILS- �`�' � � �i , �I � 1 ° �R-11 CD 1NFORMATEON AND UTILITY ENVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY EXISTING PROPOSED DESCRIPTION Go, xe Cn CONSTRUCTION. CONTRACTOR TO ENSURE 1.0 % MIN. SLOPE AGAINST ALL ISLANDS 6- W CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERCEDE 123 123 CONTOUR •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• L GUTTERS, CURBS AND ON ALL CONCRETE SURFACES, AND 1-112 % MIN. ON IN ALL CASES. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS. NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 1Q5 VALLEY STREAM, NEW YORK ASPHALT, TO PREVENT PONDING- ANY DISCREPENCIES THAT MAY EFFECT THE x 123-45 X 123.45 SPpT GRADI (215) 393--830D SOUTHBORQ, MA 01772 (515) 872-2000 PUBLIC SAFETY OR JOB COST, MAST BE IDENTIPED TO THE ENGINEER IN WRITING 7. EXISTING GRADES IN SOME PARKING AREAS ARE EXTREMELY FLAT- CONTRACTOR STERLING, VIRGINIA wATCHUNG, NEW JERSEY a IMMEDIATELY. PROCEEDING WITH CONSTRUCTION AF-rER DESIGN DISCREPANCIES HAVE TO ENSURE EXISTING GRADES ALLOW NO PONDING OR PUDDLING. NOTIFY X G 122-95 x c 122-95 HOB) 66B-830D BEEN FOUND IS DONE SO AT THE CONTRACTOR'S OWN RISK. ENGINEER OF ANY CONFICTS OR DEFICIENT SLOPES OR DEFICIENT SLOPE GUTTER ELEVATION {7D3} 7D9-Hsoa 508 48Q-99D0 � C'Ni PROJECT: The Great Atlantic & Pacific Tea Co., Inc. _ to 2. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND TX C 123.95 7G 123.95 TOP OF CURB PROPOSED SUPER FOODUART TITLE GRADING AND Ln MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO BC 123.45 BC 123.45 BOTTOM OF CURB SPRINGFIELD STREET & WALNUT STREET EXTENSION 'C* COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION- SANITARY SEWER AND LOTS 1, 4, & 5, BLOCK 1 TOWN OF AGAWAM DRAINAGE PLAN rn ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY X TW 123-95 TW 123.95 TOP 01 WALL HAMPDEN COUNTY COMMENWEALTH OF f FTTS i BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION- Bw 123.45 BW 123.45 BOTTOM OF WALL. f ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO {HE ENGINEER. o E L.H . f f� ' `� SCALE:(H) 1"=30' DATE:NOMH# 09 21 00 SHEET No: CONSTRUCT#ON SHALL COMMENCE BEGINNING AT THE LOWEST INVERT POINT OF O DRAIN MANHOLE V = CONNECTION) AND PROGRESS UP GRADIENT. INTERFACE POINTS (CROSSINGS) WITH E L � EXISTING UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR ® ■ NCa# CATCH BASIN o ig DRAWN BY: PROJECT No: 0 � MAM W99425 4 TD COMMENCEMENT OF CONSTRUCTION, d NSMN# SEWER MANHOLE CHECKED BY: CAI} I.D. f ci 3. PZOPOSED TOP OF CURB ELEVATIONS TO GENERALLY 6" ABOVE EXISTING LOCAL. PROFESSIONAL ENGINEER PRO S L SSR W99425ss2 OF 9 4 ASPHALT GRADE. FIELD ADJUST TO CREATE A MIN OF 1% GUTTER GRADE ALONG CURB 4 FACE. ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION. o PE NSYL NEW LVVANIAEY LICENSE LICENSENo.No?37184 CONNECT 444 rr NEW YORK LICENSE No, 63409 MAINE UCE REV. No. w 4. REFER TO SITE PLAN (SHEET #3) FOR ADDITIONAL NOTES. . > CONNECTICUT LICENSE No. 17518 NEW JERSEY LICEN No. 37773 O LD MASSACHUSETTS LICENSE No. 37025 NEW YORK LICENSE No- D71284 CONSTRUCTION CHECK DATE m . a m M co 90 '� R=60.00 .A A=46'1 1'47" L=48.38' CHD=47.08' .� 1 � L=48.59' {DEED) � 1 R=4D.oa � GENERAL UTILITY NOTES 1_ CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHY AT49°27 38" INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY L=34.53' o CONSTRUCTION.CONTRACTOR TO ENSURE 1.0% MIN. SLOPE ALONG ALL GUTTERS CH8=N64`22'11"W 0 SAN. MH TO PREVENT PONDING. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL RIM=88.OB DISCREPANCIES AND OTHER CONDITIONS THAT MAY EFFECT PUBLIC SAFETY AS CHD=33.47' INV A=7708 WELL AS THE PROJECT COST TO THE ENGINEER IMMEDIATELY IN WRITING. R=20.00, Gas LINE PER REF. #e � , INV B=82,63 ASSESSOR'S MAP No. 1- 15 D'•77°2 D a UNCONFIRMED LOC. 6" U.C. ` INV C=77 33 L-27.05' A GA A VI SHOPPING COURT r (SEE NOTE 13)�-- G 1� T11E INV D=8228 BOOT K� 1 2. LOCAMUST BE O ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND 1 _ MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO CHB-N65°09'30"E pMH_p _ A 8 C COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND DMH-F RM= s4.3t � _ G- -r D 6 ll LANDS N�F OF ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY CHD=25.03 N76'06'OD"W RIM=8a.84 (50 WIDE - PRIVATE) - � rnte r BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. INV (IN-CB6)= 7824 l Gr r � � NIRVANA MANAGEMENT CONSULTANTS, ET. AL. 79.31' INV=7734 INV IN TRENCH DRAIN =79.59 � _ f � o �f ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. UNCONFIRMED U.G.MED LOC. r D.B. 4855, PG. 353 CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF 2' U.G GAS LINE � � 17X8•x12" TAPPI4G R M=82 79 INV (OUT)=78.24 ) � �� G�l � � o (SEE NOTE 13}� N76'06 DO"W SLEEVING & GATE - ! l CONNECTION) AND PROGRESS UP GRADIENT. INTERFACE POINTS (CROSSINGS) WITH NV A=75.29 STORM MH -G r _r I VALVE PROP. INV. IN INV B=75.69 RIM=83.18 � - � BENCHMARK 49.10' urlcaNFlRMLD LOC. 1z" D.I. { ) ► � � EXISTING UNDERGROUND INSTALLATIONS SMALL BE FIELD VERIFIED BY TEST PIT PRIOR GRANITE PK NAL SET PROPOSED GAS LINE-FINAL SIZE U.G. WATER MAIN PER REF. 1I 77.69 INV A=78.48 ` G� 1d 514E r l TO COMMENCEMENT OF CONSTRUCTION. / UNCONFIRMED LOC. 6' U.G. SEE NOTE 3 l BENCHMARK J BOUND FOUND ELEv.=80.26Ll GAs uNE PER REF. is LOCATION TO BE CETERMINED { f ) I !NY 8=78.38 3. PROPOSED TOP OF CURB ELEVATIONS TO GENERALLY 6" ABOVE EXISTING LOCAL - � Q PK NAIL SET ASPHALT GRADE_ FIELD ADJUST TO CREATE A MIN OF 1� GUTTER GRADE ALONG CURB (SEE NOTE R3) BY GAS CO, 71'-4 PVC, S=_D3 I ENV C=78.1a �- f _goop� A -- _Gr � ` -' * ELF`'-9D.91 FACE. ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION. P.O.B. 0 STOR MH +"T - -T W -- INLET W -- -- W - - -- W - -- W ---1 10 Pt 11. -mL B � r r RIM 8.84 RlM=81.35 � �, F � 1�' � - s f RIM=78.93 D.B. 70�0I'PG. 450 / � I I CRT=82.06 A - � - G INV A=72.43 q INV A=74.04 GRANITE -.-_-- . _ _ PO �_F A�rAWA_M_ INV A=74-30 ----- I I -f -�� � 4. REFER TO SITE PLAN (SHEET #3) FOR ADDITIONAL. NOTES_ INV B=725g 11RCEL II) U�/ IN B=74.24 - W W -- - W ---- W - --- 1 - - -- ---- W W --- !NV A=19,10 a . SHOPP G COURT TO INv 1 7�35 I �I1 I _� - o INV c=72.71 ICI / MDN. FOUND �a INv c_75 0 - INV B=aa.Ds 5. REFER TO CONSTRUCTION DETAILS PLAN FOR GRADING AND YARD DETAILS. t' Ic - -- --- -- c---- G- - - - G - -- -IG-- - G --- c-- - c BE DISCONTINU�I} - -� --- G----- G--- G-- --- G---�I- G'7NV�79-BTi GTa7---- G-T-- - --- G-- I-�- 0- - - -G-----J� � 400 _ o WAH I I / �� T PK NAIL FOI \ INLET i I cD INV D=79.91 f / 0 RIM=80.27 8' GATE ' PER REF. �5 11 I I I 0_ r � TRENCH DUN ' 205 / / RIM=79.94 PrFfi�11A I ION LINE, D.48' E BaT=726f g TLE A B iC�LE1 - - - -_ - � _ - - A B RIM= 8151 �1J4.56 fi. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERCEDE INV A=7 i.9 4 SAN / i 122'-4 PYC IN ALL CASES. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS. INV B=72.39 a' TILE & a 1 - - - -- _ =1� - - _ _ _ --- - - I III ! I 1 1 s=.R2 INiw 80.19 �r !NV C=71.99 �_- _ p � - - - - 1 Ia I Y cIl1C C.O. INV=8a.74 421 20' I i 12' RCP A 1C L2' RCP I I r 'od DMH-G 7• ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL BE CONSTRUCTED c __ _ S 7�bsrDRM M pi PrPE `� - _ _ _-_ _ _ I MH INLET 8 _ 1 _ 41 - - _ - - °__,^__ _ - �- _ _ _ _,,. _ NS9�d6 INV=62.64 a IN ACCORDANCE WITH THE GREAT ATLANTIC & PACIFIC TEA CO., INC. SPECIFICATIONS. --- ----- T' J ZZ� I = p, - I � � 915 INV (IN-CB-5)=7851 w . INV A 932'e1Q PIPE ==--1p° n 0 BOT=73.1t I � 0 I I RIM=81.13 I11 P 0 � 3 422.34' (z) rs° W INV B= 1. 9 11 1 ! 1 " o _ I B0T=75.1t N76`06 00' I .\\ I " --�` Rcp INV (IN-TRENCH DRAIN)=79.59 S. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "DIG SAFE" (1-888-344-7233) ww �r� r ter•- rr s � �� wow �� MOM �r r � am C.D. INV C=73.64 I I 0 =- _ _ �.` �T� �z8 0 � 72 HOURS PRIOR TO ANY EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY I I f 11a' niE 2�i OQ' -- ---- - - 122.00' MH I 1 300.34' 1 I �,'r I ,I I INV= 79.63 1 "p INV D=7a99 !1 (--10' TILE -i` - _� I o\� JT - ---� ir - Jt - LOCAL WATER & SEWER DEPARTMENTS TO MARK OUT THEIR UTILITIES. I I RIM-81.45 " I I � \ 8I I N 1 0 + 1III I I I I 1�4 BOT-75.3} BENCHf 721(78.84 II I I I I I I/ // 1 I �llll 1 I al I o ° € I 1 C.0_ INV= 78.49 INV= 80.13 � I _T_�- 61 1 PK NAIDI[I .44 II 1 1/ I I i �111� : I I I 3� w 3 0 + '.1 � O ELEV.=79.22 11 I 11I I / / // / // / / IE I I I I .- - - I t EXISTING I I ' tl 1 I�I � o I EX I , � L Il I GRT=78.75 I SEWER LINES 'i' •I, i ` : � I c' w WEST.i' /.� ( '.,. •i J' .;' J �' 0 50' WIDE EASE. TO EST. MA. - CAPED - INV=82,01A / O D INV-73.95 o BE =.�"C`I. fi-.02 .' / I.' / / i B I c0 (T ) ';' .. b ( I I i _tl L_ - J f ,' Tf - L?N �' )' ELECT. CO. PER ASSES. MAP L12 / d S1:fitY' RNN, E PVC /` I I, /i : EtQOF ARANLINE /' i h o L E 1 / W f J / f I - I / 11 I c� C_o_ - r / S-.ODD �aP�=' a rr I INv_ i .e r' s - 1 / DMH E ;` �� r r RAP:' Q115f' / I' 1 APPROXIMATE LOCATION tSpGH /' UkDN c-r I / BO O7 �'' Cp i? i /. r .i J� TY �f �.,OF Lnf I ENT _ i' H (M 48'b1 "61 ,' 'r J J J' ss C7 I6 /'' I �1� J' / PER ?MAP --tf I [( �` / � „••.i III (IIv -CBS)=78.38 r., IN= 79 06 ' % C.O: I - • ' ER IN -TRENCH �" '/INV ENCH - 11 , ( /, R M-79.52 - -TRENCH DRAIN THE C / ;` 3 RN' 79.D CON aRM iN:FI / : $ b ( F i , DRAN-74.7 !' / /' INV=76.92 1 � / RIM- 81.51 G_O_-INY- $T 9 1 "/' f' , t O / i i / 3 J % /, - / z i 1 INV OUT- 78. U' D BOT-74.2t ( ) 38 = J /' .' Ntopl+'IRME CRC'WA` INv aR 29 I . ,' tI !! as I W ', 'SERVICE P R REF. 9, P: i' >f ( J IE 1 cs� / I i a I u� - 143, �; J / i 1 f 1 2" CP / / J,, II _ NOTE 3 f :' {� � i SEE ," CO O ,/ ( � i I / 1 I 6q o w TRENCH DRAIN ,i i : / i I ' / /`/ i ,n - I I 1 1 J! GRT-79,4b It w i /I1 - RIII- 8151 ,.' / . ; Tk GH DRNN I r` �i J .•. `/ i � 1 i / J I I /' INV=77.46 I / � / J' i ' ' I /` i' "i` i If If fI z w INY= sots �'1S ,� / J r-• ce 1/ / i c �C] 1 /' i / i / ,' �XCEPTlON � � !''r / 1J` 'i B O K 1 ,y� a ,�,/� `/ /' / rYl. `f /'' "i` I I / ER RE ', �i i ,- i / J /' ttLOT /'0� '� D/GAL GREASE TRAP'' J'' '1� i //'f I % i' / - S-.D1 �' J /J i 'r/ -o T '0 i i `i` "�i' �-1 34 1' i .= /' / 1W 1 ,-81A4 i` LANDS F OF 81:19' !'' /' / . ( f. 7" D" WILLDWBROO ASSOCIATES Jd' i r' J r CHB=N1 38 D E �/ '.'" J I J /' i` / D.B. 7D4a . 45O � .'� •/ ' J. CHD=122.16 'i /` iLEGEND.JJ` 1 1 1 n PAR II O ,- '; 'J• ,f� i C 1 i" F 1 %i / / / i' / `i'` J / / i i /� F i J I I tr r J' 1 - i J` II B 5 I /' 1 I :' t ice/ �/- `/' /'' 1 I tC3 J' !` '/ ,i! RIM= B3 J .49 it II J• 1 /"/ T• i DOA CJ / i' INV IN B 6'i' i 7 .7 I Y % /' } I � / 3'x 2 1 2' �/` / :' � J/� /� 2-, �/ PROPOSED 59 020 S.F _ _ I1 2' ",' I (q� / / /4� e'-1 / J J' '/'M.4 i l 0 r 11YY .76 22,64 - /' -78 RIM- 0.16 /' �/' ,'` •iJ e REDUCER / i i' {DUI} _� � DOM PROPOSED WATER i" �J' � / I � EST1C RRPRS �/ i',' / /' i' J / : , "�i o II J/` 1 1 j %`r i / / / INV A=73.46 1 / i` l(7 ,' ter_. SERVICE METER /• r g l/' EXISTING GAS LINE I ` " SUPER FOODMART _ ,` i' INV =73.__ 1 % 1 , L• l I i J' J / �' SAN. MH a B [� / _ J' r � � �', .'/; ,� f /., /• ,' '�• /! t T34' /�. '/ �'/' / U INV =73.6, / W / 1` p FE= 5 85 !O' f i J I / w / !. tt S76'01'00"E /' ! / •OT,J.% .�'I .�,..'�:C' .�.! 'J` '/•` 1''� 'r' /' ry I x Q '/' EXISTING ELECTRIC LINE - I SAN. MH •� �:' .' - '/ E E G B=7 .6013 /" r i J 2 O , /�'' yy�� �5���N' �F� a� "/ �i �f , B B" TILE � / it / ���- �' 1' i r` I - ,' i J , ,/ 1 • a - i �J` '/ W EXISTING WATER LINE I I �/a, /i `1JK Y 'ear` / �i' '�//FR6� t1N'fi�"ALTIf C ,RW ,/ .,�.. i' / s -80.26 i Jr / C / / �.• �, -73.80 I �l / D S:59 $ PG:.468' i 1 M f.` s /.' J/'STO MF� 41 B 9 1'" i % ,' S 0 5 i PROPOSED 3 00D S.F I ( RIM 83.29 , f `; %` T EXISTING TELEPHONE LINE =70.7o I 41 / �. r /, r, fl z /,. J•, /. i, / _ Wi- 1 - / / INV IN- 78.76 /' A -70.95 � �. f' / '; '/ J i" RETAIL SPACE RETAIL SP CE ! % / / o '/ -n 7 I` 1 J'INV D - 78 6 J% ':" ■ ( I `i /• f frJ GRAM $ / :'' I I / �' %� `/ EXISTING SEWER�r.s f /' 1, .•. �,'" �1 J� �� : �WIt - S EXiS NG SE E UNE l I J ':' ,, 3' E �r' •/ t� ' BOUND FOUN DEED P C 1 `/ •i i' !' `r AR EL LINE p � .' �. . 'I i % / / ;/ / / % "i ►CS .i 1 -._.... .. 75' 9'00"E `/ f 'f � C 2 _ 'r" I si N76 D,' o"w J J S PROP SEW LINE I /// / // o .' i /` PROPOSED SEWER E /` i' J /• � 25.25' �,'' ,• ;' ".J' ;� ,f LOT 5 � ►� / 'i . /' J ;� / 'IJ i _ 3.75 f /o / r` /" �n c� s 'i' i' / � ;' (PARCEL 3 y /f `r / G OP GA I[ r PR OSED S LINE / i i' , % J I i J O 'moo �„ i i'J rb / ! s 1 2 1` / / i, r, I rz 1� PARCEL I I it �i i� , DMH-C I4-- ( ) r q _ w PROPOSED WATER LINE © {�I Q o I / / �p 1 � I RIM- 84.81 - N1 �I W D.B. 7040, PG. 450 / t, 1' INV (IN) 79.07 W � r Ill w // / I % . NO ------.. ._---_.-_---__--_._�_._-_ .--_.._. --_,.-------_.--...--_----,._--------- --�--- --------._.--...------------- Es -'J INV (OUT)=79.D7 4 I YO W TERN o o T/E PROPOSED ELECTRIC & TELEPHONE LINE Q I I t ()ill Q m z� � �D LOT 1 z 1 p0> W10E pER ASSESS. MAF IIIC�2 I i v, ELECT. C0 �1 1410 � + 1111 // THRU PROPOSED (PARCELS 1 & 2) I MA E-4 I I II O e3 Il e- ���' 1/ BLOCK HYDRA tT o I S J �;� All 6 S1S59'00'W F t 1 [--� M Ii� %/ ,o.Da° BLOCK 1 03 CB-8 I i a t 1 I RIM-81.24 S76'D1'00"E LOT 3 RIM= 82.23 ■ 0_0 0 - I I INV A=75.54 10.60, INV (IN)=79.18 0 I I INV 8=75.44 / LANDS N/F OF INV{OUT)= 79_,8 W I CB-3 rn s I S76'01'00"E RIM= 83.39 ;. S-)E,2 '90" J. WlLLIAM, JR & CATHERINE P. CUNEIFFE CB- O 16.15' 17'•-12" RCP, O � � 31 D.B. 4033, PG. 103 RIM= 82.77 S=.005 39'-17 RCP I N$ RCP. INV(IN)= 79.21 �A 1' N 13'S9'DO"E C� _!I ,I I l 32.17' INN= 79.27 LO Sz.M8 ',56ov, INV(OUT) 79.21 a ' I 0 I /// / // / /// � s8'-I RCP, s=°� -g I z ■ ■ p - • MH r _ -DMH-A RIM=93.35 I1 ---- ---- ---- -- CB-1 RIM= 84.06 CB-4 INLET O o MH s 1 11 ' 1 RIM= 83.04 CB-2 I INV (IN) 79.51 RIM= 84.42 GKT 84.02 RIM=80.88 +I rs ' { IW(IN)= 79.34 I , 1�41 � � INV= 8a_13 RIM= 83.53 FF INV (OUT)=79.51 INV 80.62 P.O.B. �I i l INV(IN)= 79,62 D.B. 704O PM4) I , 1 r Illy ~~ I ; � INY (OUT)=79.62 1 I 15 82'-(2) 1(" RCP'S. ' 1010 S=.02$ 1 MH INV=78.59 I § { . RIM=124.48 INLET Cl ti � It RC4_J Ii I � INV A=117.98 STORM�IdR- to APPROXIMATE LOCATION CJ� �r } OF HIGHw S AP 1 P\� 1 , o r A N �9 Q.0�E tO PROP.BINV= B1.76 0 INV 8=77.55 1 � W a_ ! -tjs19 O` INV C=74.Bt + _ s ' O L0 01 d INLET 1 t N O --15 0 GRT=82.10 rn w >n .a - ____________ __ ___ 1 _ ___ ____�.__--------- ___ (FILLEOW/DIRT) j � to 3 6 ��Uz LOT 4 ` � - - =- -- ---------- --- 7�'-------- - --- r _-- -- 24' RCF---- ---- -----A Bp4 RCP 777 APPROX. LOC. U.G. GAS rr 0t` (PARCEL 4) HEADWALL 'IN LINE PER UTIt BY MARKOUT I z n a 1"3 - TOP WALL=87.38 (SEE NOTE 13) 1 p ---_ - --- Y - - INV=83.87 0 1 MH . -^------_� - ---^-- -- RIM=83.72 O --- -�' - INV=71.32 -- -� ----- - _ �4-48" RCP--T- ---- - _ INLET GRT=99.71 kN=96.11 O --- - G� 1 -��-- -J -� - _�- --------- �- 1 INY-81.97 !�^�� � � - - - ^- - - - -� LL' z I _ --- ------ - - -� - a r _��. ow- - "30fj.�7 MH BELL WI RCP -- - --~ - -- ' rQ ti �' ��. {. PER A #3( Nl E 13) RIM=124.22� �1 I'll �_ � ter'. $ �_ __- O = 1 - - - S08'S1'00"W 122.00' 216.89' 90.26, `U �"' 38.25' � �. �-��1 z If �I"�-112Da ________________--- ------ ---____-- 13 5.4 0' 1 ... .� .r ... _.,. .�......�... _ _ .�� - - -. a r ,� _ . _ �.,,� - - - .�..�-.� - 22'0 9" 211 { I 467.40 S82° E w + N BENCHMARK � � i S'7J`50 00'E ELEV.=123.75 135.60' {DEED) MH BELL 11 ROB, INLET RIM41.50 CRT=84.85 ` 11 D.B. 5978, PG. 468 (UNABLE TO OPEN) P.O.B. N INLET S75'50'OD'E P.O.B. II (PARCEL 3) 0 143.94' D.B. 5978, PG. 468 P.O.B.P06 GRT=104.22 ...Ji P.D.B. D.B. 5978, PG, 468 D.B. 5978, PG_468 D.B. 4033, PG. 103 (PARCEL 1) I PARCEL 2) o (PARCEL 4) o ?------ G--� --- G----- G----- G----- G-- --- G------'G-- -G------ G----- G----- G------- - G------- G-------G� I UNCONFIRMED LOC.- 1 15' U.G. GAS LINE I (SEE NOTE13) SPRINGFIELD STREET I (PUBLIC -- VARIABLE WIDTH R.O.W.) GRAPHIC SCALE 30 0 15 30 60 120 . I �%����������� ( IN FEET ) I inch = 30 ft. � I m 1Q &_" E ��1, ' --1��'R-IT"N""G 5 P.I cQ . CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS* NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK (215) 393-8300 SOUTHBORO, MA 01772 (516) 872-2000 STERLING, VIRGINIA WATCHUNG, NEW JERSEY (703) 709--9500 (508) 480-9900 (908) 568-8300 PROJECT: The Great Atlantic & Pacific Tea Co,, Inc. TITLE: PROPOSED SUPER FOODAI jj SPRINGFIELD STREET & WALNUT STREET EXTENSION UTILITY PLAN LOTS 1, 4, & 5, BLOCK 1 TOWN OF AGAWAM L. H . HAMPDEN COUNTY, COMMENWEALTH OF MASSACHUSETTS BOHLER . Dt SCALE:(v) 1"=3Q' DATE09/21/00 SHEET No: E . DRAWN BY: PROJECT N0: 0 MAM W99425 CIVIL ra CHECKED BY: CAD I.D. # PROFESSIONAL ENGINEER PR E I I I GI E SSR W99425ss2 OF . o NEW JERSEY LICENSE No. 27410 MASS 644 g J O PENNSYLVANIA LICENSE No, 37184 CONN ,54 REV. N0. NEW YORK LICENSE No. 63409 MAINE LI . �): CONNECTICUT LICENSE No. 17518 NEW JERSEY o. 37773 MASSACHUSETTS LICENSE No. 37C25 NEW YORK LICENSE No. D71284 CONSTRUCTION CHECK DATE Ct w ,,� 21 5�8' SQUARE ?a . R=60.00 A=46°1 1 '47" L=48.38' CHB=562°44'16"E / CHD-47.08' � I � � I - LIGHT FIXTURE: 106D WATTS L=48.59' (DEED) 00 % / HIGH PRESSUR{: SODIUM(HPS CAT. � % N0. VPR-5-1000-MHR / BY WLS LIGHTING SYSTEMS) 3'�h t�''� e- get� $ COLOR: BLACK MATTE FINISH 11" DIN. „.; , - BOLT CIRCLE L=34.53' \ I ______� CHB=N64°22'11"W CHD=33.47' R-20.00/ \ ASSESSOR'S MAP No. - 15 4" STEEL N D=77°29'00" POLE - 1 1113, cxB N65°o9'3o"E AGA AM SHOPPING COURT - � � LOT 9 ® I LANDS N/E OF P ® �E - �® P �VVI �UN�'E � SLIGHT DETAIL I ! ) CHD=25.03' N76'06'00"W (50' WIDE - PRIVATE} r NIRVANA MANAGEMENT CONSULTANTS, ET. AL. N 79.31' NOT TO SCALE aw l D.B. 4855, PG. 353 10 1 2" N76°06'00"W MANUFACTURED BY: WLS LIGHTING SYSTEMS - BENCHMARK 49,1 Q' sop IIIIIIII0 GRANITE PK NAIL SET BOUND FOUND ELEV-=80-26 BENCHMARK N BASE PLATE f PK NAIL SET I / evoo 0 o ' En.-go.91 P.O.B- i � �rr III w tmr � � w � � � �w �� � i �rnrrr�r� t � � t � Orr i � r� o D.B. 7040, PG. 45D Q7 N EXISTING REREE OF GRANITE PORTION OF AGAWAM 0 • � (PARCEL °) SHOPPING COURT TO - MON. FOUND ►� N > ��_ W» Gv BE DISCONTINUED � i � ,i p' � � /j, m PK NAIL FOUND PER REF. #5 'I ON LINE, 0.48' E EXISTING TREE • ��k 56' . O, ® ® ~ O (TO REMAIN) = _ ,w �'/ 4" SQUARE STEEL POLE - 421.20 . -�� C r` COLOR: BLACK MATTE FINISH O - . - - - /` - 77 �.�.� � � - � i.......w." - - .` ��� .�• rrr� WLS CAT. #25-0-45NT-11 S26`25 00"Vy -------------- ------------ T - 7 PPG w / i,�F , 01� 422.34' ..5 - - - .c. :a is n:, .., 34 r '.4", - 40.32 _. N7'6 D6 00 W _. :. E �� � � o o / t i i . trrrrrrrs � r� 1 � 2 r w _� , � / 25.oa' 122.oa' A -_ 4- - CI. 1 - - `, r'- 5 P5 j FS f, 'r.1 - F.: _,-� :.F- .r,. 5.'.�..'S - i(;4 -.. e .. L'7 ';.G; u,X: G... -51 , :) a .. _ a rr 6- ...4'. 4C, -. IG tF. 4.Oa - , C',.,. ..a, .14 _.. 3 Y: _ -a. 1`'ROP05ED BUIL[ANG ' o n, 5 PP _ c 4. ------- MOUNTED LIGHTS � / i PROPOSED �• // PROPOSED - / TRANSPLANTED :, 131P1AffE HYDORSEEDED ' :F THE a , _.,.. E. "0 a BENCHMARK / -,6VYP , S tr:.,r a y = ,'. ES . ,_ PK NAIL SET I //// / / HYDORSEEDED uy�N ELEV.-79.22 / / I ^1-, I d I % ,a 4 _!r J �. _ .u J C h _ _ .._., r'. - r r 1 1 . : -..: c:". - F, 1 s Ij - 7,' - _ - - - .. .. _ _ // c.. e= �:: r i. E CONCRETE :Do/(/\//� a d \ /\ \/ 1 / CO / \/\ \/ GRANITE I / / / LQ / CURB 5D' WIDE EASE. TO WEST. MA. BOUND FOUND e / r �' t a s a, 1 T MAP a / / ELECT. CO. PER ASSES. 1 / G\2 f o� / / FOUNDATION IT n TYPICAL POLE GRAN E C'7 4 APPRO XIMATE LOCATION--, � / rlr - ,_ :r, ,.. '�3 . _ 1 PSICONCRETE, SEE DETAIL ON BOUND FOUND I / L �7 n ,,. _ I' / �/ r - •.. - ... 3 000 S V / TRANSPLANTED nF € G cD .' UTILITY EESEtA AET� /E / / as GU / / / oa ,C"'J PER / pp �/ TREES ASSESSOR'S MAP N' ll -- / / / / , / O .1 I/ , O O l / l / / - f f .i 7 / ♦� I. ,. _. .. aria r __ -... _ - V-: l/� i J .1� , / r A DETAIL - TYPICAL v YARD LIGHT / �.` 3 P 1 1 P I�AL �L`� co O // PG / C'] i _ I "I , r-I / NOT TO SCALE �H / / / / b� i , R T WA HER. AN / FIXTURE, POLE, ANCHOR BOLTS NUS S S D z LIGHT F URE OL / 1f] /' i EXCEPTION N FURNISHED INSTALLED BY G.C. � CE D OTHER MATERIALS FUR S ED AND S / 1 ALL 0 E E 1 BLOCK 1 � ',� / R-400.0 � / Pi r c� a li•. / ER REF. 7 i i LOT z L=122.64 / / LANDS N F OF 56 __ 3t:- 4', i'J ./ � � EXISTING TREES W . C 17° /HB-N 38 00"E wILLo WBRDOK ASSOCIATES / TO BE TRANSPLANTED - - 6T , , O.B. 7046 PG. 450 i /' C /HD-122.1fi / r , r / - 1 I i < a4 _a4 a tit / - TYPE IN PAR I - 3 / 0 2 E A SUL CEL , / BUSHING / r 3 P5 / 1 / / / ° ,3E r_„ .,. ..._ _ Ire �.+- ..,. .,.. _-.... .. 'a 14 / / C') J/ PROPOSED 59 020 S.F '; 1 1 ; / FASTEN 4 0 BARE / / / l z I / i / /" / GND. TO GROUNDING '/' a.t ,a G 0 U /'` HAN HOLE SUPER FOODMART HAND HOLE - ;1r ; / `�'PGC' i d' / N Jl`Fi LUG I BASE / Q`y / / - 'IY /- jam. FFE- 85.85 /, �./ /. > / t�, 1 Y IIIIIIIIIIII" �76'D1'OD"E .' SC /' /' tN2-t'OTS.'`'� .4� J -J , 1 1' • �1` rn O 13.D0' 3 PJMF w �, t� LA S�N. F,-OF �' , -U, ND --v( CHAMFER CORNERS/ / C E COR E 5 PROPOSED , i i R PLATE O BOLT COVE LA E • / / / , i , IIII ;;p, / F �• 7 R TY, . -HYDDSEEDED �� _.a°: ;c„ h�--i / 6.,: F ANKt�N REAL CO PANY- �, _, O ; Rl / LAWN / /�C1.8; ..5978 PO:.4�B 0 r� J C`J v 1 � 5 ACC /` i D �J , 1' , , PR S.F T AN T PROPOSED 4 8 0 S.f OPOSED 3 OOO STEEL L ANCHOR BOLTS / e LEVELING NUTS / / LEVEL w LE 05 � 1 FURN. w POLE r � RETAIL SPACE o RETAIL SPACE LS , GRANITE / ,s' W 1 III o W / /N 13'S9'DD"E - - GRADE - w 3 F. BOUND F /I/ .- _ _ ,. _. . D 2 ,a:, z. fil5 i / EED PARC I 9.00 (DE 41P,ilflF - 1 14.00' .� EXISTING TREE �1 I 575 29'00"E �1 F� / N76'01'OD"W ROUND CONC. w /� D 24" OU D ,/, TO REMAN - a 0 / 0: / C D ELL TO z /� 13.DO' a - - - - '-%�- PIER w 4 0 COPPERC AD T TIE w 3 C� VER E j i I / C7 D i , ARC R ND W / G OU ROD / / i � � 8" O.C. BY GC-C- / - ,', / ap GV / r/ 8'-D" x 3 4" / 1. I D P _!r- (PARCEL I _ P ( ) II o A / o / / � LAJ D.B. 7D4D, PG. 450 v _ #4/0 BARE D I .-- .. _ - �E+ 1' .... -. � .- 't- � I.F,'. - -. I ._F . -. �G:' a' ac. tii4 f. �. f: ,.`.F �,4' ,.r 9 � W / L-- - - -- --- -------- --------- ------ --------- ------ . --- ----- ---- - -----_J' w`SYCft / a W d W / j / n / T - -- -- - " - i zASE. TO / 0 2'x5'x5' Q /10 d" '1 J 100' WIDE MAP j N CO NCRETE FOOTING -!' '� : � .. o G., .. � a .� .: ..,, ,,; Ot '. I�c, -� i ,r4 'r-< r ,-.F Z s r 4 aF s�.t F c _ ., r .. -. .. -- _ _ .: ,. _, _.aG _.oc _ �_< . . _ �. ..- ...__ _.e - ._ _..., _ L T. ._- 1 -. _ .. ,.,.. h, -_ t ,- •., .,, t- - :� _r .�; :s .,- _�,_ �__ �.>. _. :e: E 5 -r:'; _ � :,` •°." __ 5 / / G4F 2, t J Cc.'PER ''A5 CONDUIT TO ��CtT / /i/�, ELFCT. NEXT FIXTURE O - O GV (PARCELS 1 �C 2) a ■ MF MIN. 30' BELOW 5 #5 x 4'-O" EACH WAY / / o _ r 7 r-,. a= 3 4" RIGID PVC CONDUIT e 5� _._ _ 3 a dc- c O n I - - - -' - - - z e _,.. �' . GRADE / r - �1. % // 7:EpC 3 RPJM 9 EAC 17 HVR 9 FMZ 9 EAC 17 FNR 18 iiVR 1 V ►� I / 513'S9'oD"W __. _ _ - 4 ,-.. _s_' S:.. " �nr: _, - - I .r, , � 00 O / - � 5 TM 9-1 m o 1 / l000' BLOCK 1 / / T POLE FOUNDATION LIGHT s' TMD•-. _36 __., r,- -.o. .On ».Y, 43, _3 4.-2 cC� -r,:, t: .a .F'• a a. F- -50 - ._ E, - _._ �. _ ._ 3._ _s5 _ _.e., .. ..._ -. .. __. ',1_ .3'_a .'7•: 4G1 .. ....t _.'1 -„i E_ E.'_ _ :.f_a .�._� C __ ,r_ ....,, ._5 _r. - - � I s 6 O 'o1 �� 710160' LOT 3 / 3'MS / NOT TO SCALE 1 LANDS N F OF W _ + ° - .,,45 4.. .^5 4 3C ;F -, I - nq _... -ti- ..63 .. , n. �.d' - - 4'- o .-. -- -_` ,» B'_ 9f. 1 i ,-i SC_ , S76'01'DO"E F -: i 1. ' / 1 6.1 5' J. WILLIAM, JR & CATHERINE P. CUNLIFFE l^O I 1 ;F, / 576'22'DO" 1 / PROPOSED _ _ 423,26' ,[ D.B. 4033, PG. 103 _ -- .. I _ __ EXISTING 40 FT. HT. // ,4 f ,x5 - - - - - - I. ter! - t a:,s E- .: o.,a c, - -.f. -, - :- a', d, o:. .t .o�, ;r- - - - .n': --._ _. - - _ . N135900 N I , �,_ � _ ._ _. - ...-, _-r _:a ,_., ,EE. . . ,; ... ,t , <.o _ ., : '„ 4�._ +- -�_ _.- 35 -., ._, E. _:.c. - -, HYDosFEDeD _Q, _. PRESSURE r 100DW HIGH P URE I 3217' / LAWN /// /// / ' / / / / �/ / /// / _ PROPOSED I T (T REMAIN) /\ 4 � � SODIUM LIGHTS 0 MNN 3, .�- 3i .. S+--I .E C. _ -,.a, 5,., _. + _ 1 sF 4 s - - _o �,l -� e ' _.e' - : .: __ - ..- .r .. 4.� _o _.o_ , -- .. _ .�_ .__ 4,. . � -..- .-- -. .�. Y__� e_ .... _ c:5: .. - 'P. _ I I 11 `HYDOSEEDED -` - - ' 1 LAWN zO O I - . . . �.._...� - •` -„----:ems'- -- - - .. ... �: - -' -- - - - - - - r. - - - - 3E. -t .. A ,. [ �._.. TV.'f I - ..�,I= !'..�t _..i i.. 4..`,' �.C.� ., t- -, -k f: 4 .'.'} I'. :7 l-.rr .:.Cr: _ .. O _ ... . f; PROPOSED 'i HYD05EEDED O 15 EAC - '.. _ ... -.i _ r »,. . `,.'._•c -,c r.Jt 1':+ 1�.5 tu.�i ^'�:� '�... `.5:.. ,.__ �, ,7 �,.I 7' t: _ .. .. - - • -' 'c'9 `i ,. 5.:✓ .7]. ,�� h.;•i i'.`. .4`.' `-,_. aR:' k:9 ..-a: r,: _, 'F,5 .._� a4- 5 -.. ., s. _ ,». E9 .?.I _..7 ii" .,. :, .., 2P. PA.R. � 1 : 15 EACr D.B. 7040, PG. 45D - i '_, _ - - 4 PRESSURE. I PROPOSED -.,_ _. , ..-4 , t t r - - - - - - 1000W HIGH - - - . -,E _ .,..J .,. ,., I... �.'c'.. �. .,_, '�._. .....:. ...- r..,r .._ n;., it.-_ 1:,1 1,. _ '.1 - -. .. F -'] '1r .: ,� ;� :.-,� » _, - .i.l _j: ('.-: - (PARCEL I t t, .. ,.; r,., ;: .,_ _,,_ -, ,_:•, ,� �: � �, ,' �..:n a �- . , :,-,5 ,�. .. F:" .� � --- r :r;; "� -_ -- ._ _. ..__ ,r *� s�, .., , _. _.,_ _ ( L ) I', I ; I t� � '_ - ��t SODIUM LIGHTS 1_ 00 . 5 PLACES I � >,_.- a s.o; ,. ,.. ,3, ,:...: 5 � +e:. � ,� �'. � :,c;: .o -. ,� ;,:" J.ec .;ia .� _,_,. ,. �ar, e t aH _,.,� �.. ,.., - 7 5BG .. .E :a 1e a 7- : ,°. c of PROPOSED - - ;�:, - - -�:,., .'.. .�>" .i.�' -.__ , '_,.I '1 - 1 - Il J: F.. 5-I - 1, .4:- - - . . :- 3.r. , ., .:� _.': _,, z,�' + 4ss : .. -?;, _ .._ -- c _ - r a__ _ ..7. -, �,:, F' F 5 r' ^, �- tin , _ HYD05EEDED ° ,y, ,. .Cr' APPROXIMATE LOCATION �y _i � ._ :.v. _ i 4PJ ,.cn � �.n ���5 ,1- �.., I s9 5. 7z .5 E- o: - OF HIGHWAY EASEMENT c �� 9 JS LAWN PER ASSESSORS MAP 9 !� S+ /-� I S' �F`. - - +1 - Q. .L -rl �r_5 ^47 +55 5'Ir 4-� -1' 1 S' ,4r 1t 1 F 1: _ _ _ 5 - L4 .F'. -._, .t. 6 _ i7c - '� _._ _ _. 3 ._c '.07 4 1�.9 ..- i.. E,17 ti.9, . , : °Et: - >�,.- Y' - -0, r.r• P t - ?.C:4 , _.,,: ,I _ _ -T _ ,.. ,-�. ?.1r; .,. --6's a.Fr; 4 E_ 4.i7 ,..E .5:9 0?8 a�Q..�V 5_t, r..; 4?r -vim .,-,�rp�.� a.yF: 4.54 4.._ _ __4 ....rc ., ,.3r. S,E., - --. .r.- .,- F - a O ..g N o �. /, EA `{ _ 29 _ �.!„ _,_., _Fr: _,-... _.rr ._, 1.'eS _ ..a_ _.6' '•.5, a-.7 ,_. a.93 y97 .v. l...G tin ;-ia ,- i - - r,n a r5 �f:4� ysa -E° -. v C. ., __ , 3. -_ ., t � �5� �_ 5.8:: _ ,., .,._ _.'.i S.n.: .,.._ J6'. .S° .:+fJ , 1k1 - .3i_ av '.C°� `.�b:. _ _._ F1_ e... d.^ ,..,.. 8.,., 6 4.? _. .. [._�.. r ... .. _ -0.a. ...♦ '1 r.. - r4 4. -} _ ..'��" �.�a 4.'Ji _ 1. Q.-,_� e_ _ _. -, .r .c - - 11 ' 0 9 5BG N o O �._o 4.._ -� 2 r. r _.+. .� .,..E 4. :., r-rl d..._ L,. -r .. as - - - �• "Fa -'.1d ..,_ J!... _ ._.r .._ ... 3 : f.. r _, •}- .. _ .• ...� 4a" dar . , H - T 1`, - , e] -r,' - . - c-�% %.,`i !-�]' ..4 , - .t, .. i.._ ,. �"� SJ5 .. ..,� •r.FA ti„- •t a6 Q .� !. .,., .... _ ... _ 5,G'. ��� -... a.rY ,_fLO-C �.,. 3. .. ,..::F '.n: �. --.. �:,_a _, __, _. _..� _`3 �., d.. . ., �i 0 .� Of �, I (PARCEL 4) 4a� al )' d: - - - - - 'I, - - - - - - - - - - - - - - - - ',Y .'F r... ,_ :4: 5,2e 4. E. -- F� 3,i.. :F.' ,.Yt ..,, - I"J - - - - 'S :r. ... _ _ .. _. _Y' t r _.. ,rS _.�. .;�I t:3r. G.iJ:, •,.��, _.. 4.e:, , .- 4 - � - tt .. c :�,- .J- � '7 +.� aF= .,. _ �. .,._. ..., •.r - .-,,. _.,.. ,.�_. ,..5 * _ � -.- 4.5:. .... _.: -. „- - r'y � .. 3atl _ .,r. 3+a .._. _.-, ...��7 �ryi - ., .,...- _ 7.:c3 3"� ,__ r.._ _.._r _ ._ _ - .,, _.-_ _F.< _ ., _: ,14 ,.,_ 'C .., .,_ _ - _,� ,.- i�a= .,.r , -aq - - --,. , ,-n - - - - - - as -.ar. t c.c_ t _r._ .Lh! E _.Sf.. ..t ..,- .._ _ _ a r_ -- ?„ - - E ru -,a °r:: ,:o �!+, - - v to - _.t r.. .. '.1° I -._ :._.� `.'�. - .;!'- Sri - s f'- h.: vc 59 2 -_ c. _.5_ .. _... i.E' .. '5 4.'. _. LD „- .. _ EXISTING LANDSCAPE � r ^: 5 RCNZ 5 s at a a. s .n e, _ +, i4 3. AREAS TO REMAIN c .4 5,RKDVW -,. ..__ a..-. ,_ ,.., _ca f � _., .. .a �� �,: _ :.ea s5 �,- _ a-c � .. � _,5 _.� .._ :., oo �e- s: ..- .as .- .... _,.._ _.� - ( )�_ ... se. . . _�.. _:>� t. ..:_ .__ � ��+ � 3 .. a ..�, ... , - v� r ,n! n t o ]c , a - I c . .:e _._. _ -._., r. :..! `: : F , - •Sa '�4 -tom .:Y . .-.. 3 ROW _ . 9 • 5 ROHC - -I � �. ' NO_ b � �� �� - ® --- ------ - r , - - - r. - - n 14 --- _ .. .. q_r:-., `. „- r. ..: ,` c.� _. ._ _ SJ _.. I -. -r %r I. � .. •�'* 1 _, - .. -. ..., Li: ..., � a-' »'.... �..: . ...., ,. _ � .r fC 'I I,C. {E" 1 E o`�`, i a. 1.4- ] .i ,- .. - ., L[c. � .... I-� _s '7 � 1 F.r -.:. - ..._ _. _- -- ` EXISTING LANDSCAP � '- ' �> � '. '.� �; ,:.- '• �-.'��� '$ S08°51'00"W \ 122.00' 216.89' AREAS (TO REMAIN) + 90.26' `U � 38.25' �� _ - ---- -------------------------- � � � .135,40' � �r 467.40' S82°22'09 1 BENCHMARK 35.60' DEED E� { S75'50'00"E N PK MAIL ST ) • ELEV.=123.75 PR.B. D.B. 5978, PG. 468 s75°5a'ao"E P.D.B. H (PARCEL 3) P.O.B. 143.94' D.B. 5978, PG. 468 D,B.B5978, PG. 468 D.B.B5978, PG, 468 4 MH D.B. 4033, PG. 103 (PARCEL 1) (PARCEL 2) (PARCEL 4) 3 MH D SPRINGFIELD STREET 2 MH (PUBLIC - VARIABLE WIDTH R.O.W.) Ic-i B 1 MH -) ? - A GRAPHIC SCALE MI Q M H 30 0 15 30 60 120 AVERAGE AN LES: 283 fc MAAv Mf MINN41p6H Cn 1 MH CL ( IN FEET ) - ) � LANDSCAPE SCHEDULE 1 inch = 30 rt. �' GENERAL LIGHTING NOTES KEY � BOTANICAL NAME COMMON NAME SIZE ROOT 2 MH _n EAC 75 EUONYMUS ALATUS 'COMPACTUS' DWARF WINGED EUONYMUS 30-36" B+B v `n HVR 61 HEMEROCALLIS VARIETIES PEACH, RED, YELLOW DAYLILY 1 GAL. CONTAINER 3 MH rri 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO " THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS ICC 5 ILEX CRENATA 'COMPACTA' COMPACT JAPANESE HOLLY 24-30" #3 CAN - _ -- _ _ _ ____ - THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE m `v CL CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK JS 17 JUNIPERUS CHINENSIS VAR. SARGENTII SARGENT JUNIPER 15-18" SPRD. #3 CAN 4 MH= _ z _ = s z FY30 - E I .N G I N E E IR I_ G's ` ` A5 DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. MS 8 MALUS SARGENTII SARGENT CRABAPPLE 2-2 1/2' CAL. B+B 77 _L 77 77 m � = iE •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- - 2 PICEA GLAUCA 'CONICA' DWARF ALBERTA SPRUCE 3-4' B+B � rr, N o - CN ") NORTH WALES, PENrJSYLVANIA VALLEY STREAM, NEW YORK L_ 2. ALL WORK SHALL CONFORM TO THE TOWN OF AGAWAM AND COMMONWEALTH OF MASSACHUSETTS HIGHWAY DEPARTMENT CONSTRUCTION STANDARDS AS APPLICABLE. 352 TURNPIKE ROAD SUITE 105 1 PJMF 7 PIERIS JAPONICA 'MOUNTAIN FIRE' MOUNTAIN FIRE JAPANESE ANDROMEDA 30-36" B+B (215) 393-8300 SOUTHB0RO, MA 01772 (516) B72-2000 3_ IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "DIG-SAFE 1-888-344-7233 72 HOURS PRIOR TO ANY EXCAVATION ON THIS SITE. CONTRACTOR MTG. INITIAL HORIZONTAL FOOTCANbLES STERLING, VIRGINIA WATCHUNG, NEW JERSEY o, PP 10 PICEA PUNGENS COLORADO SPRUCE 6-7' $+B HTS. {703) 709-9500 (508) 480-9900 (908) 668-830D 21.1 SHALL ALSO NOTIFY LOCAL WATER & SEWER DEPARTMENTS TO MARK OUT THEIR UTILITIES. PPG 10 PICEA PUNGENS GLAUCA COLORADO BLUE SPRUCE 7-8' B+B A B C D 4_ LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO PRo�ECT: The Great Atlantic & Pacific Tea Co., Inc. TITLE: LANDSCAPE AND to PS 8 PINUS STROBUS EASTERN WHITE PINE 6-7' B+B 4C' 2.0 1.0 0-50 0.20 PROPOSED SUPER FOODMART n COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. ALL UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN THE RCNZ 5 RHODODENDRON CATAWBIENSE 'NOVA ZEMBLA' NOVA ZEMBLA RHODODENDRON 30-36" B+B SPRINGFIELD STREET & WALNUT STREET EXTENSION �+ g� [ + PLAN Q FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. LOTS 1 , 4, & 5, BLOCK 1 TOWN OF AGAWAM LIGHTING 14 MANUFACTURED BY: WLS LIGHTING SYSTEMS O CATALOG NO.: WLS-VR5-1000-HPS-CT m RKDVW 5 RHODODENDRON X KURUME 'DELAWARE VALLEY WHITE' 'DELAWARE VALLEY WHITE' AZALEA 18-24" #3 CAN HAMPDEN COUNTY, COMMENWEAETH OF IrA HJSf TTS LENS-CLEAR FLAT GLASS� 5. ALL UTILITY LOCATIONS ARE APPROXIMATE_ IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE CONDUITS, PRODUCT PIPING, ETC. PRIOR TO SCALL:{H) 1"-30' DATE: cm ROHC 8 RHODODENDERON X OBTUSUM 'HINO CRIMSON' HIND CRIMSON AZALEA 18-24" #3 CAN COMMENCEMENT OF EXCAVATION OF ANY TYPE. # LAMP-1000W HIGH PRESSURE SODIUM 7 BOHLER �J�� V09/21/00 SHEE7 No: RPJM 12 RHODODENDRON CAROLINIANA X PJM PJM RHODODENDRON 24-30" B+B N0. OF LUMINAIRES: 8 E . YY • E 6. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE "ENGINEER OF RECORD" IS STRICTLY PROHIBITED. E DRAWN BY: PR6JECT No: .... r_ SBG 25 SPIREA X BUMALDA 'GOLDFLAME' GOLD FLAME SPIREA 15-16, #3 CAN E � MA.M W99425 7. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERSEDE IN ALL CASES. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS. TH 11 TAXUS MEDIA "HICKSII" HICKS YEW 30-36" B+B POLE MOUNTED LIGHT PHOTOMETRIC CHECKED BY: CAD LD. : I @ 5_ TMD 18 TAXUS X MEDIA 'DENSIFORMiS' DENSIFORMIS YEW 24-30" B+B PROFESSIONAL ENGINEER PR F SI 42WV,:01 1E SSR W99425ss2 a 8. REFER TO A&P STANDARD LIGHT DETAIL DRAWING #649-YLF, SHEET 1 OF 1 FOR AREA LIGHT FOUNDATION DETAILS. LO 9 IF ANY DISCREPANCIES OCCUR BETWEEN AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. 1 NEW JERSEY LICENSE No. 27410 MASS F _�44 J 9. EXISTING 1000 WATT FIXTURES TO BE EVALUATED RELATIVE TO THE ABILITY TO REUSE. THIS PLAN REPRESENTS UTILIZATION OF NEW LIGHT FIXTURES. HOWEVER, TYPE 'A' 10 0 OW IS OLUX CHART Q PENNSYLVANIA LICENSE No. 37184 CONN s4 REV: No. EXISTING LIGHTS MAY BE UTILIZED IF FOUND TO PROVIDE ADEQUATE LIGHTING. NEW YORK LICENSE No. 63409 MAINE L CONNECTICUT LICENSE No. 17515 NEW JERSEY 37773 Q jj NOT TO SCALE MASSACHUSETTS LICENSE No 37026 NEW YORK LICENSE No. D71284 CONSTRUCTION CHECK DATE 7) n i PROPOSED BUILDING 30" 1 1/2" MIN. BIT. CONIC. SURFACE COURSE 0 R1-1 SIGN 3" MIN. BITUMINOUS CONCRETE CURB STABILIZING BASE COURSE 10" GRAVEL BASE 1/2" DEPTH TYPICAL PROPOSED RAMP CONTRACTION JOINTS 4'-0 0 0 ❑ RED BKGND PLAN WHITE LETTERS SIDEWALK' DEPRESSED CURB PROP. CONIC. CURB 77 W 1:12 M A-X °° FLUSH WITH WALKWAY SEE SITE PLAN PROPOSED 0 ° ° ° 4" AIR ENTRAINED CONC. ° °o�o°° o°�° ° ° BUILDING °° • °° ° 4,000 P.S.I. @ 28 DAYS PAVEM!5' 1/4" x 1/2" Lc. PIN HD. BOLTS CONIC. CURB Ii41=I11I=I111=IIII=IIII= RAMP TO BE FLUSH {III-IIII=IIII=IIII=IIII= o WITH NUTS & LOCK WASHERS WITH PAVEMENT III�IIII=IIII=III�III� D o O APPROVED COMPACTED APPROVED COMPACTED SUBGRADE 0 C w O DEPRESSED WALK DETAIL SUE3GfRADES REQUIRED o 0 In O NOT To SCALE LIGHT DUTY 0 NOTE: b 0 PAVING DETAIL 1. MIN. CROSS SLOPE 1/ " PER FOOT PITCHED AWAY FROM BUILDING. �' 4 0 NOT TO SCALE 2. PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT 12' INTERVALS, 0 SIDEWALK DETAIL "STOP" SIGN (RI- 1) NOT TO SCALE NOT TO SCALE BY LOCAL CODE 1 4" x 1 2" LG. PIN HD_ BOLTS OR AS REQUIRED WITH NUTS & LOCK WASHERS PER LOT 4" AZURE BLUE PAINTED STRIPES (TYP.) 2 STALLS MIN. PAINTED RESERVED CURB[NG (WHEEL "HANDICAPPED SYMBOL HANDICAPPED PROP. BUILDING FHiI> �l`I GREEN LETTERS H='t1 l�STOP) PARKING ONLY" (54"W40"H) PROPOSED CONCRETE WHITE BACKGROUND SIGN (TO BE PROVIDED SIDEWALK IN ACCORDANCE AZURE BLUE W/ ADA GUIDELINES). FULL HEIGHT OF CURB 4' �♦ 0 CURB TRANSITION 2" FACE TO FULL HEIGHT OF CURB 1" yRApIUS AV �✓ 2 PAVEMENT vm WHITE BACKGROUND /�4nPE V. _ 9• .' •d •- . .. SURFACE o `� ACCESSIBLE BLACK LETTERS MP z r � PROPOSED CONCRETE �•2 AZURE BLUE � LANDING TO BE FLUSH ° STRIPING WITH GRADE v PROP. G R8 CONC. o P CONIC. CURB o a R°Q AS D6 � D TRANSITION CURB DETAIL ° A a BY CODE (MINIMUM) LO 0 8'-O" 8,-07 8'-0" 8'-Q" 5'-0" NOT TO SCALE o HANDICAP RAMP DETAIL ° a a NOT TO SCALE ° HANDICAP STALL MARKING HANDICAP PARKING SIGN DETAIL NOT TO SCALE NOT TO SCALE CONCRETE TO BE RAISED FOR DISABLED PARKING SIGN 6 1, PROPER WATER RUN OFF FINISH GRADE 1.) 12"x18", 5' TO BOTTOM OF SYMBOL 3/4" RADIUS 1 1/2" BITUMINOUS CONCRETE TOP COURSE 2.) LOCATED SO THAT IT CANNOT BE 2" MIN. BIT. CONC. SURFACE COURSE OBSCURED BY A CAR PARKED IN THE 3 1/2" BITUMINOUS CONCRETE BINDER COURSE SPACE. (2' BEHIND CURB OR 2' �' PERMANENT 4" DIAMETER STEEL PIPE BEHIND WALK, AS APPLICABLE) TOPSOIL 4" MIN. BITUMINOUS CONCRETE FILLED w/ CONC. PAINTED a TEMPORARY STABILIZING BASE COURSE TRAFFIC YELLOW AND EMSAWCUT - BEDDED IN CONC. BASE ifl 3.) CONFORM TO LOCAL CODES I� _ BITUMINOUS CONCRETE EXISTING JACK HAMMER OR SAWCUT SAWCUT �— E 10" GRAVEL BASE y_ BITUMINOUS JOINT =III—1 i I—III O SURFACE COURSE PAVEMENT EDGE FOR TEMP. PAVEMENT EXISTING PIPE AROUND O ����~���� �� BITUMINOUS CONCRETE PAVEMENT l� 00 d O00 OOOOOOOOOC BASE COURSE TOP OF SLAB - - _ OR ASPHALT — O O O O O C GRAVEL BASE III D O O� O O I—O i O O COURSE 12" PROCESSED GRAVEL BASE COURSE DISABLED STALL 1 O O O I I I--I I I ICI 11-- 1 I�I— COMPACTED IN DEPTH LIFT$ 71111117-1 III O =III IIII i iI I I III I (FLOWABREQ D LBYF DPWSUPT�- MAY BE 2'-1" —1 0 } 0 0 o I 11= ° o° ° ° ° ° ° • - —I I I I I I-I I —III- DISPLACED ° ca o °° ° oo OD o°o o°�° ° °o c ° m O 7"R CIRCLE _i I I— I I -1 I I I OR 1 LIMITIS 0 IIII=IIII=IIII=IIII=111 NOTE: BOLLARDS REO'D AT �, BLDG. CORNERS. FIRE 6" 7" 6' COMPACTED SUBGRADE PAVEMENT GRANULAR MATERIAL IIII=IIII=IIII=IIII=IIII= HYDRANTS, WATER MITER, 3300 PSI CONCRETE MIN. MIN. COMPACTED IN 12" LIFTS IIII=IIII=IIII=IIII=I11 GAS METER, SPRINKLER RISER, SHOWN TRANSFORMER &ALL ° NOTES: APPROVED COMPACTED UTILITIES AT LOCATIONS SHOWN 1. TEMPORARY PAVEMENT OVER TRENCHES IN STREET TO REMAIN SUBGRADES REQUIRED ON THESE DRAWINGS INTERIOR q� I FOR A MINIMUM OF 60 DAYS. TEMPORARY PAVEMENT 3" BINDER & EXTERIOR. • COURSE IN ONE LIFT - COLD PATCH KNOWN A5 "4PR" MAYBE USED WHEN TYPE 1-1 IS UNAVAILABLE. HEAVY DUTY �; PRECAST CONCRETE -CURB DETAIL PAVEMENT PAVING DETAIL -' � _ 2. REMOVE TEMPORARY PAVEMENT AND REPLACE WITH PERMANENT NOT TO SCALE NOT TO SCALE �� 3. PAVEMENT THICKNESS TO BE 5" MINIMUM, OR GREATER TO MATCH BOLLARD DETAIL `� EXISTING CONDITIONS. �" NOTE: CURB SHALL CONSIST OF 4,000 PSI AIR ENTRAINED CONCRETE, 4. WHERE PAVEMENT IS CUT 2'-0" OR LESS FROM EDGE OF ROAD, NOT TO SCALE �' EXPOSED EDGES TO HAVE RUBBED FINISH AND SURFACE SHALL BE REPAVING TO EXTEND TO EDGE OF ROAD. _6 TREATED WITH A CONCRETE PENETRANT / SEALER. 5. EDGE OF EXISTING PAVEMENT SHALL BE TREATED WITH A TACK COAT PRIOR TO PLACEMENT OF THE PERMANENT PATCH, NOTE: WHEELCHAIR SYMBOL PAINT SHALL THE ENDS OF CURB SECTIONS SHALL BE CHAMFERED 1/4 INCH. CONFORM TO THE STRIPING PAINT SPECIFIED 6. EXCEPT AS OTHERWISE DIRECTED BY THE D.P.W. SUPT., THE EDGE THE CORNERS OF CURB SECTIONS SHALL MATCH THE ADJACENT OF PAVEMENT ADJACNT TO PATCH SHALL BE HEATED WITH BITUMINOUS CONCRETE CURB AND SYMBOL SHALL BE CENTERED IN THE CURB IN SIZE, COLOR AND FINISH. INFRARED EQUIPMENT TO SEAL THE JOINTS. FINISH GRADE STALL. R=2" FORMED SIDES CURB, CURB CORNERS OR EDGING SHALL BE FITTED TOGETHER AS PERMANENT PAVEMENT CLOSELY AS POSSIBLE. REPLACEMENT DETAIL TOPSOIL %\ 1„ /- DISABLED PARKING SPACE EXPANSION JOINTS SHALL BE INSTALLED AT A MAXIMUM OF TWENTY - N.T.S. / BITUMINOUS CONCRETE FEET (20') ON CENTER USING PREFORMED EXPANSION JOINT FILLER SURFACE COURSE PAINTING DETAIL HAVING A THICKNESS OF 1/2 INCH. TOWN OF AGAWAM TAPPING VALVE (8") o°DO BITUMINOUS CONCRETE CONCRETE -I ` : & BOX NOT TO SCALE CONSTRUCTION STANDARDS _ THRUST BLOCK I � : III g" g" 000000 BASE COURSE =1 J000 0 0 _ 00000o i III OD00 = . 000000000 o GRAVEL BASE III DD D O D D DDDDDD J ' 0"0"0"0"01)0000000000000 COURSE UNDISTURBED —I -I o 0 0 0 0 0 0 0 0 o MATERIAL II ' _ -III=I 11=III-11 I=! I 1=III=i 1 I-I 11. . COMPACTED SUBGRADE �l l • - 8" RETAINER GLAND TAPPING SLEEVE BITUMINOUS CONCRETE (S X 8 ) 1 0 CURB DETAIL EXISTING FAIN (12") NOT TO SCALE 0 0 TAPPING SLEEVE & GATE VALVE DETAIL L—E -� — — -- -� NOT TO SCALE 18" FRAME & COVER 12" MIN. TO GRADE -PROP. GRADE 1 1/2'x 1 1/2"x 1/WGALV. SEAT ANGLE COVER ELEV- 85.0E SEE 11TIL1TY PLAN w/2" STUDS EMBEDDED IN CONIC. 8„ _OFR RIM ELEV. NEENAH TYPE A GRATE COVER 3" C.I. `0 c 4" PVC I ON CATALOG No. R-4999-FX OUTLET TRAP BY INV.= 81.44 o PIPE INV= ". EENAH R3701 f 81,19 r r7 J FR APPROVED !J Is�t JAIL 1 SEE UTILITY 1 > A 1 �2 PLAN FOR RIM 1 o _j o ELEV. I i in cD CO — — ..—— — ..-- ..--- ——— — — — — `�•i C3 I ° 12" FLOW 1 _0" ,L MIN. 5=0A05 MIN_ •f MIN ° (SUM) - B 0 �LER' ENGI - E�'ER�'I3.�' G� �P�i ry o 0 0 0 0 0 o a o a c 0 o n t ONLY n4� MIN n ' MIN. GRAVEL BASE •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS- GRAVEL UTILITY PLAN FOR INV. WWI- 4x4; W1.4xW1.4 T -1 _ 1a�° NORTH WALES, PNNSYLVANIA 352 TURNPIKE ROAD, SUIT};' 105 VALLEY STREAM, NEW YORK L o° a`0 Anna00 o0000000p COMPACTED =Egf=III=III=III=111=III=111=!I1 (215) 393-8300 (516) 572-2000 181 0,0 Ono Z STERLING, VIRGINIA WATCHUNG, NEW JERSEY F- °o° °o0n o o a EXISTING SOUTHBORO, 12" COMPACTED SUBGRADE MA 01772 P VARIES GRAVEL R 1(7Franklin Realt (508) 480-9900 (9D8) ssa-e3oo P OJECT: TITLE. MAR u, (SEE UTILITY PLAN) SECTION A—A PRECAST GREASE TRAP PROPOSED UP F OWALNU Q LOTS N 1, 4 &55,STREET WALNUT EXTENSION DETAILS cn 1,000 GALLON/HEAVY DUTY HAMPDEN COUNTY, COMMONWEALTH OF HUSETTS i 0 SCALE:(H) NITS DATE: cn NOT TO SCALE L. H . IBOHLER . 09�29�00 SHEET No: STRUCTURE SHALL BE DESIGNED FOR HS20-44 LOADING E L D DRAWN BY: PROJECT No: � U BL MAM W99425 LD Q CHECKED BY: CAD I.D. PROFESSIONAL ENGINEER L SSR W99425SDO #: LD LOF 9 NEW JERSEY LICENSE No_ 27410 MAS 644 POURED IN PLACE CONCRETE TRENCH DRAIN a PENNSYLVANIA LICENSE No. 37154 NEW J 3 REV. No. c NEW YORK LICENSE No. 63409 DELEWARE NOT TO SCALE MAASSACHUSETTSGENSE No.UC LICENSE No?516 37025 NEW YORK LI T ` 71284 0 CONSTRICTION CHECK _ DATE 0 rn rn PLANTING SPECIFICATIONS: 1. SCOPE OF WORK 150 POUNDS 'GRO-POWER' C, IMMEDIATELY AFTER PLANTING GROUND COVER, CONTRACTOR HYDROSEED SPECIFICATIONS A. THIS WORK SHALL CONSIST OF PERFORMING, CLEARING AND 100 POUNDS AGRICULTURAL GYPSUM SHALL THOROUGHLY WATER GROUND COVER. SOIL PREPARATION, FINISH GRADING, PLANTING AND DRAINAGE, 20 POUNDS NITROFORM (COURSE) 38-0-0 BLUE CHIP 1. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL INCLUDING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND D ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE- ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF 8- PLANTING EMERGENT BEFORE FINAL LANDSCAPE INSPECTION_ GROUND DEBRIS LARGER THAN 2" DIAMETER. THIS PROJECT. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE COVER AREAS SHALL BE WEEDED PRIOR TO APPLYING PRE- PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE EMERGENT_ PRE-EMERGENT TO BE APPLIED AS PER 2. PRIOR TO SEEDING, CONSULT MANUFACTURFR'S RECOMMENDATIONS AND INSTRUCTIONS. 2. MATERIALS EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. MANUFACTURER'S RECOMMENDATION. 3. SEEDING RATES: A. GENERAL - ALL MATERIALS SHALL BE BEST OF ITS KIND AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING A. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH 10, FINISH GRADING UNTIL IRRIGATION WORK AROUND PLANTING AREAS IS COMPLETE WIDTH TWICE THE DIAMETER OF ROOT BALL AND 6" DEEPER THAN A_ ALL AREAS WILL BE RECEIVED BY THE CONTRACTOR AT PERENNIAL RYEGRASS 1/2 LB/1000 SO FT AND APPROVED, THE LENGTH OF ROOT BALL EACH PLANT PIT SHALL BE SUBSTANTIALLY PLUS/MINUS .1 FOOT OF FINISH GRADE. KENTUCKY BLUEGRASS 1 LB/1000 SO FT BACK FILLED WITH THE FOLLOWING PREPARED SOIL MIXED RED FESCUE 1/2 LB/1000 SO FT B_ PLANTS - ALL PLANTS SHALL BE HEALTHY OR NORMAL GROWTH, THOROUG-LY: B, ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, WELL ROOTED, FREE FROM DISEASE AND INSECTS. EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE, SPREADING FESUUE 1/2 13/1000 SO ET 1 PART PEATMOSS UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT. FERTILIZER (16.32.16) 2 LB/1000 SO ET C. TOPSOIL - ORGANIC TOPSOIL FREE OF DEBRIS, ROCKS LARGER 1 PART COW MANURE BY VOLUME SOIL AREAS ADJACENT TO THE BUILDINGS SHALL SLOPE AWAY. THAN TWO INCHES (2"), WOOD, ROOTS, VEGETABLE MATTER AND 3 PARTS TOPSOIL BY VOLUME LIQUID LIME 1 GAL/800 GAL. TANK CLAY CLODS. 21 GRAM 'AGRIFORM' PLANTING TABLETS AS FOLLOWS: C. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO TACKIFIER 35 LB/800 GAL. TANK D. MULCH - DOUBLE SHREDDED HARDWOOD BARK MULCH. 2 TABLETS PER 1 GAL. PLANT ALLOW FREE FLOW OF SURFACE WATER FIBER MULCH 30 LB/1000 SO FT 3 FERTILIZER AND SOIL CONDITIONER 3 TABLETS PER 5 GAL. PLANT 4 TABLETS PER 15 GAL. PLANT 11. GUARANTEE 4. GERMINATION RATES WILL VARY AS TO TIME OF YEAR FOR SOWING. CONTRACTOR TO LARGER PLANTS (2) TWO TABLETS PER 1/2" DAM OF TRUNK A CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD IRRIGATE SEEDED AREA UNTIL AN ACCEPTABLE STAND OF COVER IS ESTABLISHED BY OWNER, A_ ORGANIC FERTILIZER - SHALL BE PROCESSED SEWER SLUDGE CALIPER OF ONE (1) YEAR FROM ACCEPTANCE OF JOB- WITH MINIMAL CONTENT OF 1% NITROGEN AND 2% PHOSPHORIC ACID, EQUAL TO 'NITROHUMIS'. B. PREPARED SOIL SHALL BE TAMPED FIRMLY AT BOTTOM OF PIT, FILL PREPARED SOIL AROUND BALL OF PLANT 1/2 WAY, AND 12. CLEANUP B. ORGANIC FERTILIZER AND SOIL CONDITIONER - SHALL BE 'GRO- INSERT PLANT TABLETS. COMPLETE BACK FILL AND WATER A. UPON THE COMPLETION OF ALL PLANTING WORK AND BEFORE POWER' AND ORGANIC BASE MATERIALS COMPRISED OF THOROUGHLY. FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL DECOMPOSED ANIMAL AND VEGETABLE MATTER AND COMPOSTED TO MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK, SUPPORT BACTERIAL CULTURES, CONTAINING NO POULTRY, C. ALL PLANTS SHALL BE SET SO THAT, THEY BEAR THE SAME RELATION TO ALL PAVED AREAS SHALL BE BROOM CLEANED AND THE SITE LEFT ANIMAL OR HUMAN WASTE. GUARANTEED ANALYSIS (5--3-1) THE REQUIRED GRADE AS THEY BORE TO THE NATURAL GRADE IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE NITROGEN 5%. PHOSPHATE 3%, POTASH 1%. 50% HUMUS AND BEFORE BEING TRANSPLANTED- OWNER'S AUTHORIZED REPRESENTATIVE. 15% HUMIC ACIDS. D. IMMEDIATELY AFTER PLANTING, STAKE ALL TREES TO PREVENT MAINTAIN TREES, SHRUBS AND OTHER PLANTS BY PRUNING, CULTIVATING AND 4_ GENERAL WORK PROCEDURES DAMAGE FROM WIND (LODGE-POLE STAKES LENGTH AS REQUIRED)- WEEDING AS REQUIRED FOR HEALTHY GROWTH, RESTORE PLANTING SAUCERS. A. LANDSCAPE WORK SHALL BE ACCORDING o THE WORKMANLIKE FASTEN TREES TO UPPER END OF STAKE IN AT LEAST TWO (2) TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS STANDARDS ESTABLISHED FOR LANDSCAPE CONSTRUCTION AND PLACES USING HOSE TYPE TIES. TO PROPER GRADES OR VERTICAL PCSITION AS REQUIRED. RESTORE OR PLANTING. REPLACE DAMAGED WRAPPINGS. SPRAY WITH HERBICIDE AS REQUIRED TO E. PREPARE RAISED EARTH BASIN AS WIDE AS PLANTING HOLE OF KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. 5 WEEDING EACH TREE. A. BEFORE AND DURING PRELIMINARY GRADING. AND FINISH MAINTAIN LAWNS BY WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING, GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE F. WATER IMMEDIATELY AFTER PLANTING- WATER SHALL BE AND OTHER OPERATIONS SUCH AS ROLLING. REGRADING AND REPLANTING AS ROOTS AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE. APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR INCORPORATE 2" OF PEAT INTO DISTURB BACK FILL AND TO THE EXTENT THAT ALL MATERIALS IN BARE AREAS. 6" OF PLANTING MIXTURE, AS 6, TOPSOILING THE PLANTING HOLE ARE THOROUGHLY SATURATED, A. CONTRACTOR TO PROVIDE FOUR INCHES (4") MINIMUM THICK G. PRUNE ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS 13, MAINTENANCE ALTERNATE BID SPECIFIED TOPSOIL LAYER IN ALL PLANTING AREAS. TOPSOIL SHOULD TO A MIN. OF 7' BRANCHING HEIGHT. COST PER MONTH AFTER INITIAL 90-DAY MAINTENANCE PERIOD. BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER 1" FINELY SHREDDED TO PRODUCE A FOUR INCH (4") COMPACTED THICKNESS. TOPSOIL COMPOSTED BARK PRESENT AT THE SITE, IF ANY, MAY BE USED TO SUPPLIMENT 9. GROUND COVER TOTAL AMOUNT REQUIRED. A. ALL GROUND COVER AREAS SHALL RECEIVE A 1/4' LAYER OF 3/16" x 4" METAL EDGING HUMUS RAKED INTO THE 70P 1' OF PREPARED SOIL 7. SOIL CONDITIONING PRIOR TO PLANTING GROUND COVER. A. CULTIVATE ALL AREAS TO BE PLANTED TO A DEPTH OF 6'. ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE B. SPACING AND VARIETY OF GROUND COVER SHALL BE AS SHOWN ON FINISHED GRADE DISPOSED OF AT THE CONTRACTOR'S EXPENSE. SPREAD EVENLY f1RAW1Nf;S IN ALL PLANTING AREAS AND TILL (2 DIRECTIONS) INTO TOP 4" WITH THE FOLLOWING PER 1,000 S0. FT.: MINIMUM 4" TOPSOIL �� All II-IIIEE ICI LEIII =1II III lI 18" STAKE INTO UNDISTURBED - I -III I=I I -I I I-IiI- `� GROUND EVERY 30" O.C. - =1 GROUND COVER ANNUAL PLANTING NOT TO SCALE PLANTING NOTES NOTES: 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT 1 PLANT MATERIAL SHALL BE FURNISHED AND INSTALLED AS INDICATED; INCLUDING ALL LABOR, ANY PLANTINGS INSTALLED iN CONFLICT WITH THIS REQUIREMENT MUST RECEIVE THE WRITTEN COLLAR OF PLANT, MATERIALS, PLANTS, EQUIPMENT, INCIDENTALS, AND CLEAN-UP. APPROVAL OF THE TOWN ENGINEER OR LANDSCAPE ARCHITECT, PRIOR TO PLANTING. FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL REQUIRE THE REMOVAL OF THE PLANTING IN 2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS GROWN IN NURSERY. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT CORRECT GRADES AND ALIGNMENT, QUESTION. THIS REQUIREMENT DOES NOT APPLY TO SEEDING OR SODDING OR PLANTINGS LAYOUT TO BE APPROVED BY OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. SPECIFICALLY FOR SOIL STABILIZATION PURPOSES. THE PLANTING ASSOCIATED WITH ANY REINFORCED LOT GIVEN A CERTIFICATE OF OCCUPANCY OUTSIDE THESE PERIODS SHALL BE PROVIDED DURING RUBBER HOSE 3. PLANTS SHALL BE TYPICAL OF THEIR SPECIES ANID VARIETY; HAVE NORMAL GROWTH HABITS; WELL THE PREVIOUS OR NEXT APPROPRIATE SEASON_ (1/2" DIA, BLACK) DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE FROM DEFECTS AND INJURIES. DOUBLE #10 GA. 20. ALL DISTURBED AREAS TO BE TREATED WITH 4" TOP SOIL & SEEDED IN ACCORDANCE WITH GALVANIZED WIRE GUYS 4 CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE PERMANENT STABILIZATION METHODS INDICATED ON SOIL EROSION SEDIMENT CONTROL SHEET. AND TURNBUCKLES GROWTH OF PLANT MATERIAL. 3 SHREDDED HARDWOOD 5 ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN VIGOROUS GROWING BARK MULCH CONDITION. PROVISIONS SHALL BE MADE FOR A GROWTH GUARANTEE OF AT LEAST ONE YEAR FROM THE DATE OF ACCEPTANCE FOR TREES AND SHRUBS. REPLACEMENTS SHALL BE MADE AT THE BEGINNING OF THE FIRST SUCCEEDING PL;NTING SEASON. ALL REPLACEMENTS SHALL HAVE 2" DIA HARDWOOD A GUARANTEE EQUAL TO THAT STATED ABOVE. STAKES, 2/3 TREE HEIGHT, 3 PER TREE 6. INSOFAR AS IT IS PRACTICABLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. EARTH SAUCER IN THE EVENT THIS IS NOT POSSIBLE, THE CONTRACTOR SHALL PROTECT STOCK NOT PLANTED. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY, FINISHED GRADE ANY PLANTS NOT INSTALLED DURING THIS PERIOD WILL BE REJECTED. PLANTING MIX: 1 PART PEAT MOSS 7, QUALITY AND SIZE OF PLANTS, SPREAD OF ROOT:, AND SIZE OF BALLS SHALL BE IN ACCORDANCE 1 PART COW MANURE WITH ANSI 260 (REV, 1980) "AMERICAN STANDARD FOR NURSERY STOCK' AS PUBLISHED BY THE \ \ 3 PARTS TOPSOIL AMERICAN ASSOCIATION OF NURSERYMEN, INC. III-I I III I�I-III III III -I III---III- f IT--III-I III ! III- REMOVE ALL ROPE 8. ALL PLANTS SHALL BE PLANTED IN AMENDED TOP SOIL THAT IS THOROUGHLY WATERED AND TAMPED AS -III III-I III I I FROM TRUNK & BACK FILLING PROGRESSES. PLANTING MIX TO BE AS SHOWN ON PLANTING DETAILS. LARGE PLANTING TOP OF BALL, FOLD BURLAP AREAS TO INCORPORATE FERTILIZER AND SOIL CONDITIONERS AS STATED IN PLANTING SPECIFICATIONS. i BACK 1/3 FROM ROOT BALL 9. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR UNDISTURBED BREAK BRANCHES PLANTS SHALL BE HANDLED FROM THE BOTTOM OF THE BALL ONLY. SUBGRADE 10 PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN 4"-6" TOPSOIL MOUND WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE, PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. EVERGREEN TREE PLANTING DETAIL ALL PLANT MATERIAL SHALL BE SPRAYED WITH 'WILT-PRUF' OR EQUAL AS PER MANUFACTURER'S INSTRUCTIONS. NOT TO SCALE 11. NO PLANT, EXCEPT GROUND COVERS, SHALL BE PLANTED LESS THAN TWO FEET FROM EXISTING STRUCTURES AND SIDEWALKS. 12. SET ALL PLANTS PLUMB AND STRAIGHT. SET AT SUCH LEVEL THAT A NORMAL OR NATURAL RELATIONSHIP TO THE CROWN OF THE PLANT WITH THE GROUND SURFACE WILL BE ESTABLISHED. LOCATE PLANT IN THE CENTER OF THE PIT. 13. ALL INJURED ROOTS SHALL BE PRUNED UTILIZING CLEAN, SHARP TOOLS TO MAKE CLEAN ENDS BEFORE PLANTING. IT IS ADVISABLE TO PRUNE APPROXIMATELY 1/3 OF THE GROWTH OF LARGE TREES (2" CALIPER AND OVER) BY THE REMOVAL OF SUPERFLUOUS BRANCHES, THOSE WHICH CROSS, THOSE WHICH RUN PARALLEL, ETC. MAIN LEADER OF TREES WILL NOT BE CUT BACK. LONG SIDE BRANCHES, HOWEVER, MUST BE SHORTENED. PLANT SHALL BE TRANSPLANTED 14. EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL AT THE SAMF GRADE AS IT BORE PRACTICE TO PRESERVE NATURAL CHARACTER OF PLANT. PRUNING SHALL BE DONE WITH IN THE NURSERY PLOT PRIOR CLEAN, SHARP Tools. TO BALLING AND BURLAPPING. CUT AND REMOVE BURLAP FROM TOP ONE-THIRD OF ROOT BALL 15, TREES SHALL BE SUPPORTED IMMEDIATELY AFTER PLANTING. ALL TREES SIX (6) INCHES AS SHOWN. AND OVER IN CALIPER SHALL BE GUYED. SMALLER TREES SHALL BE STAKED. GUYING WIRES AND STAKES SHALL BE INSTALLED AS INDICATED. THE LANDSCAPE CONTRACTOR SHALL REMOVE STAKING, GUYING & TREE WRAP AT THE END OF THE ONE YEAR MAINTENANCE & GUARANTEE PERIOD. 3' SHREDDED HARDWOOD BARK MULCH 16. THE TRUNKS OF ALL TREES SHALL BE WRAPPED AS SOON AS POSSIBLE AFTER PLANTING '- cf F SAUCER ACCORDING TO STANDARD PROCEDURES AND AS INDICATED. 17. ALL PLANTING BEDS SHALL BE MULCHED WITH 3" LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH. FINISHED GRADE 18. NEW PLANTING AREAS AND SOD SHALL BE ADEQUATELY IRRIGATED OR WATERED TO ESTABLISH 3' IIIIIIIIIIIIIIIJI111W 1010 lll�d 1�111IEL THE PROPOSED PLANTS AND LAWN. PLANTING MIX: 19. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE AS �, I III-III -III-III -I I ICI L-JI {III 1 PART PEAT MOSS SHOWN ON THE APPROVED LANDSCAPE PLAN MUST BE INSTALLED, INSPECTED AND APPROVED BY THE -III III-III-III -III=I I III-I I III I I�III-I I i-I 1 PART COW MANURE TOWN LANDSCAPE ARCHITECT. THE TOWN ENGINEER AND LANDSCAPE ARCHITECT SHALL -III III-III-III f-JIII I--III-III-III--- 3 PARTS TOPSOIL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER AS REQUIRED BY OR ASSOCIATED WITH A 3 - FIRM MIXTURE AT 6 -8" SUBDIVISION OR SITE PLAN APPROVAL BY THE PLANNING BOARD OR ZONING BOARD INTERVALS, THOROUGHLY SETTLE SHALL BE INSTALLED DURING THE FOLLOWING PLANTING SEASONS: -III- III-III I I-III III= WITH WATER. PLANTING MIXTURE TYPE DATES I III III III I IIIIIiIIIIIiII II III WILL CHANGE WITH SOIL CONDITIONS. PLANTS 3/15 To 12/15 4" -6" TOPSOIL MOUND FERTILIZER: 10-6--4, COMMERCIAL UNDISTURBED DESIGNATION, 1.5 POUNDS PER ONE 24" MINIMUM INCH OF CALIPER. LAWN 3/15 To 5/15 SUBGRADE 9/15 TO 12/1 FURTHERMORE, THE FOLLOWING TREE VARIETIES SHALL NOT BE PLANTED DURING THE FALL PLANTING SEASON DUE TO THE HAZARDS ASSOCIATED WITH PLANTING THESE TREES IN THIS SEASON, DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL AC£R RUBRUM POPULllS VARIETIES NOT TO SCALE BETULA VARIETIES PRUNUS VARIETIES CARPINUS VARIETIES PYRUS VARIETIES CRATEGUS VARIETIES QUERCUS VARIETIES KOELREUTERIA SALIX WEEPING VARIETIES LIQUID AMBER STYRACIFPJA TILIA TOMENTOSA O LIRODENDRON TULIPIFERA ZELKOVA VARIETIES 6 p PLATATNUS ACERFOLIA RJ 6] O V m B ( C � s � ` a ; •CIVIL & CONSULTING ENGINEERS• PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS• au cn NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK I (516) 872-2000STERLIING, VIRGINIA SOUTHBORO, MA 01772 WATCHUNG, NEW JERSEY (703) 709-9500 (508) 480-9900 (909) 668-8300 PROJECT: 1 Franklin Realty TITLE: c; PROPOSED SUPER FOODMART Li LOTS N GFI 4L&STREET & WA NUTTOW STREET OF EXTENSION DETAILS HAMPDEN COUNTY, COMMONWEALTH OF -S ,CHL.1SETTS A. H . BOHLER A SCALE:t�) NTS DATE: c 09/21/00 SHEET No: i E I DRAWN BY: PROJECT No: EL MAM W99425 C9 Q CHECKED BY: CAD LD. I � I PROFESSIONAL ENGINEER P ;•.; SSR W99425SQ0 OF 9 Lo NEW JERSEY Q I LICENSE No. PENNSYLVANIALICENSENo? 644 37184 NEW . [ 773 REV. No J I NEW YORK LICENSE No 63409 DELEWA B69 j CONNECTICUT LICENSE No. 17518 NEW YORK L Na- 071284 z MASSACHUSETTS LICENSE No. 37025 0 CONSTRUCTION CHECK DATE W LD O� cn d STANDARD MANHOLE ALUMINUM MANHOLE STEP / FRAME AND COVER DROP FRONT DESIGN / TO BE LABELED "DRAIN" CAST IN WALL TYPE "CL" CATCH BASIN TOP SHOWN BRICKS MAY BE USED FOR GRADE ADJUSTMENTS SEE 202-7.1 AND E F1 4'-R 3 4• Y 0 i STANDARD MANHOLE FRAME AND COVER -'IF '.11-II I -1 w I NCLUDE "SEWER"FRAME TO BE SET IN FULL BED OF MORTAR TO [ 6 MIN. COMPACTED GRANULAR i I II o o z 30" 8" MIN- ADJUST TO GRADE WITH NO LESS BACKEILL AS APPROVED �Yl MORTAR ALL JOINTS DIAMETER THAN 6" AND NO MORE THAN 12" I r 1 �. ' o OF CONCRETE BRICK MASONRY. r-------------` I I BY THE ENGINEER ?' a >o ems"MIN. V FRAME TO BE SET IN A FULL c�� MIN. G12 SO. IN. STEEL PER VERTICAL h=w BED OF MORTAR. j I �,O'�O C "t `✓ ¢ - * FOOT, PLACED ACCORDING TO N 5" MIN, A a INITIAL BACKFILL ° �� f I Ln BIE AASHTO DESIGNATION M199 FLAT SLAB TOP FOR SHALLOW MANHOLES I _ _ I 1 I i I rM�.---� \� 15' DIAMETER AROUND OVEREI" COVER PIPES FrF"e 4T------____ SEAL ALL TYPE'A'GRATE i I I 4 q A 4 4 4 J p CLEM o:;F ------ PREFORMED SITS JOINT FILLER APPROVED O L______ - L_______________� DAMEIER BE HEADERS LAID FLAT PER VERTICAL FOOT, PLACED ACCORDING tk TO ASTM SPECIFICATION C 478 I i D/2 = m z �, ti a8"tt' DIA. SEE JOINT DETAILS BELOW ! CATCH DASIN SPRING LINE PIPE ^-- —-- — — F, N INVERTED ARCH WITH HARD A w BRICK CHIPS AND MORTAR OR CEMENT oa w a CONCRETE CLASS "A" (IF HAND MIXED HAUNCHiNG D/2 N 6 B" 5" MIN- CLAY BRICK LAID ON EDGE �,, a PROVIDE "V" OPENINGS SEE LATEST SPECIFICATIONS) (SEE NOTE 3) INVERTED ARCH WITH a MAX F` SHELF OF STRUCTURE TO BE P3PE OPENINGS TO BE BRICKS LAID ON EDGE d z 6" HEADERS LAID FLAT 6' PRECAST iN RISER SECTION 00 BEDDING NOTE: FOR DESCRIPTIONS, MATERIALS, AND CONSTRUCTION METHODS; SEE LATEST SPECIFICATIONS a BRICK CHIPS DR CRUSHED STONE (SEE NOTE 3) v V v' a AND MORTAR PLAT' CRUSHED STONE AS ORDERED BY f FOUNDATION 5"MIN. #0 * 314' i 2" IO 3 16' yp" ,O 3,S ,- z• THE ENGINEER "Tr,�MIM 0.80 OF� 5"MIN. 1" CLEAR PIPE Q}A. OR EQUAL NOTE&I1I I TOP SLAB 1� THE INSTAL.LATIDN OF PVC SEWER PIPE SHALL CONFORM TD �> �eAR PRECAST UNIT I TOP s.he _ < Plu ! I g THE REQUIREMENTS OF ASTM STANDARD P-2321 3" MIN. 2. THE EMBEDMENT MATERIAL SHALL BE 3/4' CRUSHED STONE ',n•xlM. t 1 2" MIN REDUCER REDUCLR 1 3� USE HAND OR MECHANICAL TAMPING TO COMPACT THE `�13/16" MIN. ^• BEDDING AND HAUNCHING. 8 ; T 2" MIN SECTION B-B 4. GEOTEXTILE TO BE USED WHERE AND AS DIRECTED BY ENGINEER. `" �.-.��.. SECTION A-A F/ h{FIOI E STEP ------ ------- rrf ----•'-- I` ,,/Y'MIN. I RISEN h RISER f 1' CLEAR FILL IN VOID BETWEEN SEAL AND BRICKS Fr rr TRENCH SECTION PRECAST BASE 3• MIN. DROP FRONT DESIGN CAST IN WALL ___________.-"-_ ______________ N.T.S. TOWN OF AGAWAM N�73 (UP TO SPRING LINE) mSER CONSTRUCTION STANDARDS 5" 48. 5' 5" 4e 5' _- � qA, JOINT DETAILS STANDARD SANITARY _CAST IN PLACE SEWER MANHOLE - BASE BASE N.T.S. 24 SUMP BASE 2e 5L� JOINT DETAILS BASE DETAILS 202.6.1 OR OR H N PTH SUMP a 4 x PIPE DIA.OR STRIP a 4 x IPE p DR 4v FOR PIPES 1B•DR LESS 48-FOR PIPESP,B"OA.R LESS WHEN REWIRED BY THE WHEN RLOUIRED BY THE STORMWATER MANAGEMENT POLICY SIORMWA1Lft MANAGEMENT POl1CT PRECAST CONCRETE DRAIN MANHOLE N.T.S. TOWN OF AGAWAM 202.4.0 TOWN OF AGAWAM CONSTRUCTION STANDARDS SECTION B-B 5FCTION B-B CONSTRUCTION STANDARDS PRECAST CATCH BASIN `TYPE C' TOWN OF AGAWAM N.T.S- CONSTRUCTION STANDARDS RAISED DIAMOND SURFACE DESIGN RAISED DIAMOND SURFACE DESIGN PVC PLUG PVC MAIN SEWER PVC BUILDING SEWER "NEENAH" R-7506 SERIES FLOOR BOX FRAME AND LID, HYDRANT OR EQUAL W/S.S. CAP SCREW I COVER To READ'DRAW" SEE SPEC LID CLOSURE LONG SWEEP 45' BEND .j0 IN Y HIGH LETTERS COVER TO READ'SEWER" CONCRETE COLLAR C C IN 3"HIGH LETTERS PLACE AROUND VALVE 24" SQUARE / - BOX PRIOR TO FINISH X� (D I 45' WYE 26 A A 1+ 1'4" 3t 3 4` n COLLAR DEE CONIC �� CLASS "A" CONCRETE 1 •1 {AVER TO 8E EWu TO N ILS BIT. CONC. PAVEMENT AS SPECIFIED 11 2" GRASS PLAN PLAN "LEBARCN L 32CIS' COVER TO BE EDUAt TC ASPHALT 1 2' BIT. CONC. PLAN WEIGHT-22O LBS EIGHT N L 32GI9" TOP COURSE BIT. CONC, 24" MANHOLE COVER wEIDHT-220 LBs CURB PROPERTY LINE TOP COURSE TAR PAPER TYPE 'A' & 'B' 30" MANHOLE COVER TYPE 'A• & '$' SEE DETAIASPHALT L 6 12" ALTERNATE M.T.S ' ' VALVE BOX 16 I EXIST GRADE TEE WYE PLACE 1/2" C.Y. SECTION MANHOLES A TYTON JOINT I 5 BROKEN STONE MIN. WASHED OR \7, 6' VALVE sEcnoly c-c CLEAN OUT W AROUND HYDRANT SCREW IN PLUGS LOCATION STAKE DRAIN 4' MIN. COVER GATED B B in VARIES LESS THAN MIN. MUST BE CONCRETE COLLARS B e SWEEP APPROVED ENGINEER N.T.S. % 1 4" PER F00T 45 LONG SWEEP 45' BEND (MINIMUM) 4s' WYE NOTE: 4" 0 PVC SEWER PIPE -I PVC MAIN SEWER NOTE: CONCRETE COLLARS ARE NOT REQUIRED FOR AND FITTINGS TO BE ASTM J TYPE "C" OR "CL" PRECAST CATCH BASINS FIELDLOK FIELDLOK D-3033 OF D-3034 GASKETS GASKET SDR-35 PVC PLUG HYDRANT TEE 6' D.I. NIPPLE PVC BUILDING SEWER TOWN OF AGAWAM PE x RE �,/4. NOTE: WHEN HYDRANT IS CONSTRUCTION STANDARDS � ON THE ENO OF THE LINE WHERE WORKING SPACE IS LIMITED, SECTION /r FRAME TO eE EODAI To FIELD LOK GASKET" AND APPROVED BY D.P.W., M.J. SHOE "LUARGM Lx npA• NOTES: IGUA WElprt of I 24" , 'd• REQUIRED ON PIPE UNTIL WITH RETAINER GLANDS TO BE USED HERE FW WE k C0K0-4A i!5 ,y 4 6- 21' 0" OF PIPE ARE WYE 1.BUILDING SEWERS SHALL BE 4" DIA. EXCEPT RESTRAINED (PRIOR TO AS DIRECTED BY THE ENGINEER �• I �� 1 REDUCER). 5EOTIoN B-B .D• I 2.LOCATION AND DEPTHS OF BUILDING SEWERS FRAME ID or EMAL TO SECTION B-B HYDRANT DETAIL TYPE ,g SANITARY C L NGINEER Tx Lc�3m" N.T.S. 24" MANHOLE FRAME "�"TIDGNT_'m' TOWN OF AGAWAM BUILDING SEWER CONNECTION 30" MANHOLE FRAME N.T.S. TYPE '13' TOWN OF AGAWAM CONSTRUCTION STANDARDS N.T.S. _ TOWN OF AGAWAM CONSTRUCTION STANDARDS TOWN OF AGAWAM CONSTRUCTION STANDARDS TOWN OF AGAWAM CONSTRUCTION STANDARDS CONSTRUCTION STANDARDS TEFS BENDS TEES L, TEES L, TEES L, TEES L, BENDS L BENDS L BENDS L BENDS L 6'x6'x6' 1 13' 0' 1 10'x10'x5' 4' 0' i2'xi2'x6' 7' 0' 12'x12'42' 33' 0' 6' 11 I/4 2' 0' 6' 22 1/2 4' 0' 6' 45' 8' D' 6' 90' 18' O' 8'x8'x6' ID' 0' j 1D'x10'x8' 16- 0' 12'x12'.B' 13' 0' 8' 11 I/4 2' 0' 8' ?a 1/2 5' 0' 8' 45" 10, 0' B' 90" 24' C' B'x6'x8' 20' 0' IO'x10'x10' 21, 0' 12'x12'x10' 22' 0' 10' 11 1/4 3' 0' 10, 22 1/2 6' 0' 10' 45" 12, 0' 10, 90' 29, 0' • '""'�TM a"'�"'"'�""°'°1"I'fOLx'a"'"""" 12' 11 1/4 3' 0' 12' 22 I/2 7' 0- 12' 45' IA' 0' 12' 90" 34' 0' ,aa+e,aa.®as.M1eo rre Inmx TEES - HYDRANT BRANCH / TEES U, TEES t. TEES I L^ FEES L^ 6'x6'x6' 20' 0' 101x101x6' 12' 0' 121x32'x6' 30' D" 9'x8'x6' 15' 0' \ ..rm..M,a+x rv4rn rem mm o-m,a ssa er ra w+,c wv< L PLAN REDUCERS LEGEND PIPE REDUCTION SIZE L 12' TO B' 38, 0' �1 THRUST RESTRAINT PLAN 10' TD 8' 2l' 0' ® GATE VALVE NOTES, 8' TO 6' 21' D' THE ABOVE CONDITIONS ARE BASED ON THE FOLLOWING HINIMUH ASSUMPTIONS IF CONDITIGNS DIFFER CONTACT TOWN ENGINEER BEFORE PRDCEDING- A. DEPTH OF PIPE IS GREATER THAN OR EGUAL TO 5 FEET, B. FOR 7EES RRANCHS LENGTHHIS ASSOMED TD W GREATER THAN/EDUALATER LTCEIB�F'EET. 7.5 FEET, L L. LAYING CONDITIONS 414O SOIL,SIMILAR TG THE FOLLOWING (TYRE 37 LIDhtly e:vnsd,4ated soli uw= 4' mm loose soil PLAN SOIL SHALL BE OR SILTS OF MEDIUM TO LOW PLASTICITY WITH SAND 0R GRAVEL. LIES 50,25- 50 2 CDARSE PARTICLES TI-ARUST RESTRAINTS — FIELD LCIK GASKETS TOWN OF AGAWAM N-T.S. CONSTRUCTION STANDARDS 0 0 0 C'Q 4 . 03 v r DO • CIVIL & CONSULTING ENGINEERS- PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS* NORTH WALES, PENNSYLVANIA 352 TURNPIKE ROAD, SUITE 105 VALLEY STREAM, NEW YORK (215) 393-8300 SOUTHBORO MA 01772 (s16) s7z-zooD STERLING, v1RGINIA T wATCHUNG, NEW JERSEY (703) 709-9500 (508) 480--9900 (908) 668-8300 ------------- PROJECT: 1 Franklin Realty TITLE: CDPROPOSED SUPER FOODMART LO 0 SPRINGFkELD STREET & WALNUT STREET EXTENSION DETAILS 1, 4 & 5, BLOC,< 1 TOWN OF AGAWAM o4I HAMPDEN COUNTY, COMMONWEALTH OF n AgHUSETTS rn L.H . BOH LER EL �v) 09/21/00 SHEET No: F SCALE:(H) NTS DATE: %m D DRAWN BY: PROJECT No: 0, GOE MAM W99425 Q CD CHECKED BY: CAD I.D.ccc SSR W99425SDO NEW JERSEY LICENSE No. 2741D MAC `- 42644 ' �a °' O ESSIONAL ENGINEER P I� � F ! OF 9 PENNSYLVANIA LICENSE No. 37184 NEW 7773 NEW YORK LICENSE No. 63409 DELEWA 69 REV. No. o v Er j CONNECTICUT LICENSE No. 17518 NEW YORK L t o. 071284 °' MASSACHUSETTS LICENSE No. 37025 Of CONSTRUCTION CHECK DATE 0 Lu LD [71 CJ"1 r1'