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8558_SITE PLAN - R. DEPALMA SPRINGFIELD STREET 8558 5 �tz Play - Pod ft--�q 0 10/31/2008 15 :39 FAX 4138210GIJ [A 002/003 A TOWNOFAGAWAM 40 4; Department of Public Works 1000 Suffield Street - Agawam,MA 01001 Tel (413)8210600 - Fox (413) 8210631 John P.Stone - Superiatendtat MEMORANDUM To; Plaaning Board; D.L. Bean,Inc, CC File From: Engineering Department Date; October 31,2008 Subject.- Site Plans—959 Springfield Street—DcPalma Per your request, we have reviewed the Site Plan entitled "Division of property, 959 Springfield St, Agawam, MA; Prepared for: Ralph DeP 67 Hillside Road, Southwick, MA; Prepared by: D.L.Hean, Inc., 40 School Street, Westfield, MA; Scale, I inches = 30 Feet; Updated- October 22, 2008," and we have tbe following COMInenr. 1. The proposed Cape Cod berm along Poplar Street should be replaced for concrete curbing. 2. The accessible parking signs should include the $300.00 fine, (see attached) It should be noted that the following recommendations from our memo dated Jun 4, 2008 still pertainto this project: 3. Engineering recommends that the ddve-thru on Lot-BI have one lane only due to area restrictions, 4 Vehicles may have difflculty making the turning movement around the northwest corner ofthe Proposed building, especially if vehicles are parked in the 16ft x 9ft angled spaces. SU-30 or larger trucks can not make this ft-irning movement and will be unable to access the dumpster using proper traffic flow. 5. Engineering recommends escqm lanes be provided for both proposed drive-thrus. 6. Engineering recommends that vehicle trip generation and parking generation calculations for the project based on the proposed use for the site be provided. This should include approximate qMeue lengthsfor each of the drive-thru lanes. This item was discussed at the meeting. Mr. DePalma does not yet know who the proposed tenants- will be. Engineering recommends a future review once the exact usage is known. If you have any questions please do not hesitate to contact this divisioa. Sincerely, 0 - VI it Caceres Nfichael,C. Chase,P.E. Civil Engineer I Town En&eer 'A4\SF\5U 959 SMUNG f4$ g9 FAX 3e2w A3Z3 < ■ � « \ : � �� \ VAN r + ACCESSIBLE % \ � // \ -FINE., , \ \ � MEMO TO: Engineering Department< FROM: Planning Board SUBJECT: Revised Site Plan- Springfield Street-DePalma DATE October 17, 2008' Please review the attached revised Site Plan for DePalma project on Springfield Street to be sure it is<ready for the Board's signatures. Thank you.. DSD:prk cc: Building Inspector' Mayor Town Solicitor Town of Agawam 't` m 36 Main Street Agawam, Massachusetts 1441-1837 Tel. 41 -78+6-0400 Fax 413-78+6-9927 October 16, 2008 Dominic Urbinati Building Inspector 1000 Suffield Street Agawam, MA 01001 Dear Nick, Per the advice of the Town Solicitor, this office cannot process the white form for 975 Springfield Street as the Planning Board has not yet received a revised plan to sign(see attached Site Plan approval letter). The solicitor has also indicated that a building permit;should not be issued for this project until this has been resolved. Sincerely, Deborah'S. Dachos, Director OFFICE OF PLANNING & COMMUNITY DEVELOPMENT` cc, Mayor Town Solicitor R. DePalma D.L. dean, Inc. r Town of Agawain let 36 Main Street Agawam, Massachusetts 0100-1837 Tel, 41 - 56-0 0Q Fax 4 '-7 -992 June'9, 2008 vt � tr Ralph DePalma 267 Hillside Road Southwick,MA 01077 t33` r Dear Mr, DePaima: At its duly called meeting held can .tune 5, 2008, the Agawam Planning Board voted;to approve the Site Plan. entitled "Proposed Layout Plait, 959 Springfield Street, Agawam, MA, for: Ralph DePalma, 267 Hillside Road, Southwick, MA, prepared by D.L. Bean, Inc. and dated 3-28-2008 revised May<23, 2008 (new revision date not shown) with the following conditions; m the property is to:be subdivided through the ANR process T- sidewaIks are to be constructed along Springfield Street; the Planning Board supports the use of type 2 berms -- the Planning Board supports the following recommendation of the Engineering Department - "...A that vehicle`trip generation and parking generation calculations for the project leased on the proposed use for the site be provided. This should include approximate queue lengths for each of the drive thru lanes and curbeuts Mr. DePalina does not yet know who the proposed tenants will be. Engineering recommends a future review once the exact usage is known". -- three (3) sets of revised plans are to be submitted to the Board for their signatures. If you have any questions; please contact this office 786-0400,, extension 283, Sincerely, Travis Ward. Acting Chairman A AWAM PLANi TIN BOARD c. Board of Appeals, D.L. Bean, Inc.; Building Inspector; Engineering Dept.,, Town Clerk, File t Town of Agawam 36 Main Street Agawam, Massachusetts 01001-183' 'T'el.413-786-0 Fax 413-78 w-992 September 19, 2008 Dominic Urbinati, Inspector of Buildings 1000 Suffield Street Agawam, MA 0100 Dear Nick, Please provide the Planning Office with a copy of the building permit application for DePalma°s building on Springfield Street(former Jeep dealership) and also a copy of the building pemit.; Thank you.. Sincerely, S Deborah S. Dachos,Director OFFICE OF PLANNING COMMUNITY DEVELOPMENT cc:Town Solicitor MayerC. �a :t TOWN OF AG WAM IMF- PERMIT TO NST T DWELLING App, Date 0910512008 Issue Date: 09/0812008 Permit#: 08-000399 Applicant Information ner Information Flame: HILLSIDE DE ELOPMENT CORP. Name: 959 SPRINGFIELD STREET LLG- Address: 257 HILLSIDE ROAD a Address: 539 RIVERDALE ST SOUTHWICK,IIAA 01077 WEST SPRINGFIELD,Mil:Q 1089 Phone#: Phone Location information ConStruction peteilS',' Parcel II): F°I 0_51 Project Type: Cornms:rcial Street 959 SPRI GFIELD ST Const.Type: Alteration It Location. 95#I SPRINGF,IELD�S7 Sulletn Type, Bushas Nat ur&Of Work. ken6w t ► I af&Wfing," uxl a ing new ri ff Ac dress also tra:' ` s.959;963,967 pri9 e1d S&e6t 1]stirrlate .ct st,,$20(, 1Q,Receipt`#48.8?6;Zc e l us A nA ►7 ApAs IAA. Zs THE FOLLOWING COI D17IONS ARE A PART OF THIS PERMIT: N0 Building Inspector NECESSARY INSPECTIONS 0 FOUNDATION(before Iss c a ELECTRICAL R01UCi H 0 ALARM ROUGH PLUMBING ROU014 173 GAS TEST FRAMING (after sided) Q INSUL?`a ION PL',1!?% TANG FINAL. Q ELECTRICAL FINAL EI GAS FINAL; 13 ALARM FINAL I] SMOKE DETECTORS g CE „ IIwI+LATE OF OCCUPANCY NOTE. IN ORDER THAT-1-fiis APPI. GN MAY RE ACC 17r THE DATA �yYOR BELOW MUST 13�E SO SET FORT'14 'TE AT WE CAN DFTERMINE PRt3hI APPLICA`I'I4`N AND THE ACC+ �. PAFsf�",1�1t; 'S WHAT THE EXISTING CONDfT[ON ` ^ ARE AND WHAT THE FUTVRE CONDtiION WILL Ep. New. ........... Addition......... Plot Plans and Plans, In duplicate musk be filed th is application before a 2, wenri 11 be granted: Alteration 0 Occupancy..... _ ` r No . °.. .r'.., .. . art ..m . ,t........T .......... .,. .,.....,.....- ....,,..,.. Demtohtictn...CJ (Applicant not to kill in spaces above this tine) Moving � . � icati � for r than lip Permit (To Be Filled out in ink or on a typewriter) Agawam,Mass.,—,..... ............. : .......... .....,..,., .. ..........T9. e. .............. To the Building Inspector:— Application for a permit to it hereby made according to the following.--- 1. Location,street and l+lo. . j l w 1 ....., yf"!�J! ? / l> ' t . . ........ ..... ............................................... (Nximber shall be attained from Dept of Public Works) 2. Nearest crass street ` ,,.. 3. Owner's name...f. 'wt."lf��.�f.,�� ... !�- ...........................Address$!,I Architect" rtarne e'ls FF Ar9 t Address 5. Builder's name . " .Addresst.4v.. .� . 6. Construction Supervisor L� .s ./ . 1 . ........................ ..... .. . present Use of Building ..: , .. Proposed Use of �G 8. Is it a corner lit?. t . .Lot Outs on haw many YStreets or Public.�Ileys? Lot No. 9. Lot size., Frontage............... .. .. .,... Lot Area .l�f � ,......................... ll€l. Size of building,ldirlg, r'i th in ft..... ......... ,.Length in ft.-/. .. ......... ..... ..........I ei ht z�ft.,.,�++ . .......... . �.T. Distance c f building from street line . .,left lot line..+ef� 1..,right lot Iirte ,E� ��t,,rear lot line.. „ 41....... Roof To be Idled is by DPW Stories R- 1 2 or 3 WATER AND SEWERAGE; 2_ Story heights Water Supply.....:... ........:...... .... .,............ 13. Materials of walls Sewerage Disposal.............. ..... ....... ....... 14. Tl)llclaess of walls C Signed....................... ............... 1 S. Materials of floor/roof 16. Design live load To be filled in by HEALTH DEPT. 17. Design dead load Septic tank required?..... ......,...f , ............. 18, Occupancy or use P rmltNumber,.......... .. .......� .... ....... 19, No, of persons (families) 20. No. of stairs f �� 21. Nature of scat[under footings is. ..,........ .. ...... . ............ ...... ,.<..,,.. ....,,.,,.. ...,.. .,.....,1..... r,al t7 I"1�nth r5�''Y'aretitlrTe l'trr�lt�tu r��rta ft '4ri7:Il esilAc bra i�ca.�'.} _. -._ Page I of I Doborah Dachos From. Chris Johnson ichNsjlaw@comcast.net] Sent: Wednesday,June 25,2008 12:22 PM To. Debbie Dachos(Agawam Planning Dept,) Subject: Re: DePalma appeal yes -----Original Message From, POWWq To: 'Chris-40"A00! Sent:Wednesday, June 25,2008 9:13 AM Subject: RE:DePalma appeal Chris, Should we send a copy of the letter to DePalma? Deborah S.Dachos,Director Agawarn Office of Planning and Community Development 36 Main Street Agawam,MA 01001 (413)786 400,ext.Z93 From: Chris Johnson [mailto:chtisjtaw@comcast.net] Sent: Tuesday,June 24, 2008 12:05 PM To: Debbie Dachos(Agawam Planning Dept.) Subject: Re: DePalma appeal Debbie Attached please find the revised letter Chris ----Original Message-- From: Qep(.) To. Sent: Tuesday,June 24, 2008 11:17 AM Subject, DePalma appeal Hi Chris, Could you please take a look at this before I finalize it. Thanks, Debbie Deborah S.Dachos,Director Agawam Office of Plarming and Community Development 36 Main Street Aga warn,MA 0 100 1 (413) 786-0400,ext. 283 6/25/2008 C Town of Agawam 36 Main Street Agawam, Massachusetts 01 1-1837 Tel. 413-786-0400 Fax =7 ' June 23, 2008' Christopher C. Johnson, Solicitor CO r 36 Main Street c- Agawam, MA 01001 A Ln Dear Attorney Jolson ' In anticipation of three 3j decisions soon to be filed by the Agawam Board ofApp Is-on lum Case bers 1825, 1826, and 1827, involving Ralph DePalma's proposal l f iar the anner � dealership on Springfield. Street, the Agawam Planning Board discussed their options at their meeting held on June 19, 2008., It is the Board's understanding that their decision regarding the Site Plan for this site, which is attached for your information, was ignored by the Board of Appeals despite the Planning Board's careful review of the site conditions and input from the Director of Planning and Community Development, Town Engineer, Safety Officer and Americans With Disabilities Commission. Specifically, the Board of Appeals has rejected the Planning Board's request for sidewalks on Springfield Street and a traffic study once Mr. DePalma has identified uses of the two proposed buildings. The Planning Board is of the opinion that due to the congested mature o the site, the confining traffic flaw through the site, and the elimination of an existing sidewalk along Springfield Street, that; the Board of Appeals decision dues not adequately protect pedestrians; vehicles entering and exiting the site or vehicles driving by the ,site on Springfield Street and/or,Poplar Street. At its duly called meeting held on June 19, 2008, the Agawam Planning Board voted to autbori e an appeal of the Board of Appeals decisions on Mr. DePalma's proposal on Springfield' Street if Mr. DePalma does not provide the Planning Board with acceptable written assurances that he will conform with the Planning Board's Site Plan Review and the conditions placed on its+ approval of the plan on June 9, 2008. If you have any questions,please contact this office. Sincerely; Travis Ward, Acting Chairman Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 g� Tel. 413-786-0400 Fax 413-786-9927co June 9, 2008 ;- 3_ Ralph DePalma , 267 Hillside Road n Southwick, MA 01077 Dear Mr. DePalma: At its duly called meeting held on June 5, 2008, the Agawam Planning Board voted to approve the Site Plan entitled "Proposed Layout Plan, 959 Springfield Street, Agawarn, MA, for: Ralph` DePalma, 267 Hillside Road, Southwick, MA, prepared by D.L. Bean,Inc. and dated 3-28-2008, revised May 23, 2008 (new revision date not shown) with the following conditions: the property is to be subdivided through the ANR process sidewalks are to be constructed along Springfield Street; the Planning Board supports the use of type 2 berms;; -- the Planning Board supports the following recommendation of the Engineering Department- that vehicle trip generation and parking generation calculations for the project based on the proposed use for the site be provided. This should include approximate queue lengths for each of the drive thru lanes and curbcuts. Mr. DePalma does not yet know who the proposed tenants will be. Engineering recommends a future review once the exact usage is known"; =- three (3)sets of revised plans are to be submitted to the Board for their signatures. If you have any questions, please contact this office at 786-0400, extension 283. Sincerely, Travis Ward, Acting Chairman AGAWAM'PLANNING BOARD cc: Board of Appeals, D.L. Bean, Inc., Building Inspector, Engineering Dept., Town Clerk, File Tune 5, 2008 Agawam Planning Board Town of Agawam 36 Main Street Agawam, MA 01001 Ref Site P ---Springfield Street - X DePalma. Bear members of the Planning Board, l wrote to you on May 15, 2008 detailing three areas of safety micern. with the proposed site plan,, Having` kept abreast of the progression of I see no appreciabie relief from tium concerns. Trafric patterns areated, by ents are still unsafe and the lack of delivery vehicle egrew is in direed conflict with zoning ordinance 1 46 D. neighborhood tranquility is adversely affected. and the community benefit is not served. The standards for the reviewing of special use permits as required by 1 11 G are not met. In fact, no portion of that standard is I feel, it is incumbent upon you; to identify thew shortfalls in your recommendation(s) to the Zoning Board of Appeals, and l ask that you reject this site plan as A is currently configured. Pubhe o . .on %s mounting that this development is detrimental to the neighborhood cl of no benefit to the community at large. l -use as eiddence of this opinion y abort six day opinion residents where 118 persons ed a petition in opposition to the site Thank you again for considering this information in determining the suitability of the proposed development. Sin�erel�r- Mar Mark 970 Springfield Street Feeding Hills, MA 01030 i ! � et..; t a., �� rr. ii p r ` � a e#....� �X,�i:. i / AAA#• �� It. �' p. � � 6 • ♦ •� �1,4 M i �. � � �.. � : - :tom � � . t;., - i a . •� r � � st a �� ¢ �t ` a � � r • rr r ,. i is • r ! y �- i : iq, r i- ' r�r r r e . .y r y t o ®� � r i w a. r ! • iM ii h a s i s ' e i M k i . - �. i, r t , i e r, r - : Fr • r i r tr i i i ►,� :tt a , . ,, t t _ r � i * ivi ` i t r - .rt ;'; r, :.. � 1G �Mr r � rt t. � - - r i i " i r'. i rir i r i M- t at � r r ti- i* t i : -« t r i ' i iri i `,. •e - ti r .t i t + c " � .i • i . i � i ° ' a e i i ' rr e r e; � •, a e �` er k• r r , t - s • i i . i t . r' J " i ''i r li N A 7... i i i ! � f ��- r � � r" r t r _.:}� r . �. r,lt r�r..,.:i t. ti ..I 'i r " -- 1 ...-i t+t • �... i �,, -r i.. '�._ . . 1 i i • t. r' 1 t 1 s i t x t r i ® ® - i e t . t, i i , i_, r � i - -* a _ • rr o i rr r ' i ® se -t .. a a r r i , i . ;: is r t r wi is - � t ; r' +rt. r i i gat � - - e, a . ii r i1 - _ � itt , - . � i. « r . �r- t r t ,i i it r • • •i • r • t t ter ' ` t ^ i tt'ts t t � ,a ; -r, i tr i. t � .:. - . ' rt � � e a i.I.. ®. k.. R ..a ii`:. �. * . ... !.' r • ii' Fi a i i': . fY.� ♦ ..: r :. ..' . i t '�'i - t.`. - - . i � . ..: �i # f�: !tt t1 t,. 't; i t i i_ l.:i t :: i t.tt # : !r .. tt :. '. i ® [-; r'i ! ®. r. w ... s :. rl..: t S ..` ii ::i. i Y. r :.' �. f 1' � ,.. � r i i .. 1 1 .. ® e 0 0 Debbie Dachos {Agawam Planning Dept.) From: planning@agawam.ma.us Sent: Wednesday,May 28, 2008 10:44 PM To: planning@agawam.ma.us Subject: Citizen Inquiry for the Agawam Planning Department Name- Mr. and Mrs. Kristin and Michael DCioccio Subject: Mr. Depalmals seeking of approval for a drive-thru window permit Address:> 34 William Street email: keg218@msn.com Phone: 413-789-6762 Comments: I was mailed a letter of intent, by Doreen Prouty,; regarding Mr. Depalma's seeking of a permit for a drive-thru window at the premises identified as 963-967 Springfield street. 'My backyard is approx. 100-1.5o feet from the identified property. I was unable to attend the meeting at the library yesterday due to the family dog being hit by a car speeding on William Street, which is often used as a cut-thru street, at the end of our driveway( a loosely locked gate was nudged open) . I have complained often to many about the speeding and use of William and Henry Streets as cut-thrus as there are many children on these two streets; to no avail. Now I believe Mr. Depalma is intending to add to the traffic in this area with his latest "Hobby" project, as he has stated previously that developing Agawam is a hobby for him. Many in the neighborhood, which is clearly residential, are upset and want to know what the drive-thru permit is for. A bank? A taco bell is rumored as an idea? Ihave been speaking with Rosemary Sandlin, a personal family friend, and she said that Mr. Depalma wants the permit so he is able to court more and different types of businesses, he stated this at yesterdays meeting. However, with no clear direction as to what type of business he is =looking for at this time, feasibly, he could put a fast food restaurant in this location if the permit is granted ahead oftime as he wants. I; signed a petition that a Mr. Mark Dintzner, a neighbor„ was circulating in regards to opposition to this ;permit being approved. My daughter swims and plays with the two young children that live on Poplar Street directly across from this site, my backyard; is feet from the site, and the traffic on these three streets, Poplar, Henry, and especially William is ridiculous. There are large trucks of all kinds and cars at all hours very obviously speeding cutting thru these streets between Mill and Springfield. Our dog was hit and lucky to survive, a concussion and road burns, no thanks to the over 50 woman who left the scene and was literally two feet away from hitting my 11 'year old daughter who had given chase to the dog in the driveway. She was speeding, most people go between 35 and- 45 down this street many times a day and the speed limit is never enforced, I would be happy to videotape 'what I am saying to prove the point,. The bus driver is constantly upset as cars continuosly ignore the flashing lights and signs and continue to drive as the children are getting on the bus atthe top of William Street. If a fast food place is put on the Springfield Street parcel;, or even a bank, the traffic,; including delivery trucks will be worse,, which I can't even -imagine, and our children will be swimming and playing in their yards in full view of patrons;. The noise level right now is not 'very loud in our backyard and I feel that additional traffic will take away from the enjoyment of sitting in my yard or gardening which I enjoy now. As my daughter was almost hit by a speeding car, I fear with more traffic this will become a reality with all the children in the neighborhood. Mr. Depalma has always done very nice looking buildings in town, in appropriate places, I` am wondering why his sudden change. This parcel of land is a triangular strip dividing Springfield Street and: Poplar, it is not very large and we the neighbors, fear the wrong type of businesses are being considered for this parcel. Lighting will be changing and become quite bright as most businesses have outdoor lighting, there will be flooding problems as many already deal with this problem, especially in the winter when the snow is piled up and begins to melt,. There are so many aspects of this hobby project that no one is addressing for this parcel. We live in this neighborhood and expect the town officials we elect to fight for our rights, not the developers, no matter who they are or know in town. None of us wants to lose enjoyment of our properties or have their values go down because of something like this project. I would not have purchased this home if there was a fast food place or bank or even a store at this location. The old jeep dealership had set hours, was never crowded(perhaps that is why they are no longer there?) the island; portion of the triangle was always well manicured and 'there were no delivery trucks or traffic problems, even the lighting was not a problem, they were considerate neighbors, there was no people hanging around in view of the homes or any problems other than the flooding, I wanted my voice to be heard and am, i sorry could not d� sr in per I son.- I am hoping there will be nether opportunity or perhaps you could send this along to whomever needs to read this,. A duplex was just built, we call it a hotel, that was too large for this street,, neighbors complained, including myself and all that was done was that the owner was told to follow height requirements and made to reduce the height, which is still out of place in this residential neighborhood and an eyesore with windows that look down into my second story bedroom window of my daughters. Apparently no one really seems to care lately what is being built in this town, construction of new homes are everywhere you look. Things are going a little too fast for this town and if officials we elect are not going to stand up for the people they represent, voters will remember these things when election time comes, I will make sure of it and I know many others are 'having the same concerns at this time. New business is a good thing but needs to be in appropriate areas, new home construction is also a good thing but not on such a large scale. There will soon be; no open space in Agawam. All the; parks that have been newly purchased and the riverwalk are all in the Agawam section, we have no playgrounds or parks in the Feeding Hills section, I have lived here all my lifer and the school parks can not be used at certain times ete. . .O'Briens corner, Magrath park? I can not say I have ever seen anyone even there except at x-mas when something goes on there, why? Wasted money and space. I could go on and on with more complaints, and that is all there is lately about this town, including a dog officer that is touted for how well of a job he does when most people in town know the truth of the matter. A child was bitten by my neighbors loose dog in my backyard, severly enough to need stitches and no one even cared, I had to call mspca law enforcment to remove dog and he was returned with no fine and the dog is still loose every day, the dog officer is well aware of this which makes it so hard to believe,, I could tell you more believe me it isn't just one incident and there are others with similiar stories. What is happening to this town that people do not care, about the importance of their jobs to citizens lives? who ok.'d the out of place duplex? who will approve depalma'"s permit? Aren't we all citizens of this town and should all care about Agawam and what is happening here?' I want to know how to get a copy of the meeting minutes from last night,- they are not online and it appears the online forum listing the minutes of past meetings is not up to date. I need to know what was said and happened in regards to this permit so that I can proceed accordingly. I plan to fight, along with others as far as I have to, to make sure my neighborhood is not ruined by greedy developers or foolish politicians. 2 thank you for your time to read this lengthy e-mail: and will be awaiting a response in the form of where I can see the minutes from last nights meeting and any information you can offer at this time as to this parcel's development plans. Mrs. Kristin DiGioccio, owner of 34 William Street,- Feeding Hills- Sent from IP Address: 71.232 .216.228 Date/Time;: 5/28/2008 10:44 PM 2 0 0 t Town f Agawam 36 Main Street Agawam,'Massachusetts 01001-1837 Tel. 413-786-�0400 Fax 413-786-9927 May 22,2008 Doreen Prouty, Chairman Agawam Board of Appeals 36 Main Street Agawam, MA 01001 Dear Mrs. Prouty: The Agawam Planning Board wishes to inform you of the status of the:DePalma Site Plan. The Board had the Site Plan on its May 1" agenda. At that time, the Board received a lengthy list of comments from the Engineering Department. The Site Plan was then continued to the Board's May 15" meeting. Though the applicant indicated that he had addressed all of the Engineering Department's comments, the Board did not receive a memo from the Engineering Department confirming this. Attached you will find comments received by the Planning Office today. The Site Plan will be placed'on the Board's June 5`"meeting for final action. Please be advised that Mr. DePalma has agreed to provide sidewalks at least on Springfield Street. The plan that you have before you does not currently show these sidewalks. If you have any questions, please do not hesitate to contact the Planning Office. Sincerely,vi Violet Baldwin, Acting Chairman Agawam Planning Board 05/21/2008 16' 14 FAX 41 831 IaOO2/006 FA TOVMOFAGAWAM Department of Public Works Z 1000 Suffield Street - Agawam, MA 01001 Tel (413) 8210600 - Fax(413) 8210631 John P.Stone - Superintendent MEMORANDUM To Plawaing Board; D.L. Bean,Inc. CC: File From: Engineering Department Date: may 21,2008 Subject Site Plans—959 Springfield Street—SP 524 Per your request, we have reviewed the Site Plan entitled "Division of property, 959 Springfield St, Agawam, MA; Prepared for: Ralph DePahTia,267 Hillside Road,Southwick,MA;Prepared by.-D.L,Bean, Inc.,40 School Street, Westfield, MA; Scale, I Itches = 30 Feet; Dated- March 28, 2008," and we have the following comments: I, D.L. Bean has agreed to place proper MUTCD sign age on the plans at appropriate locations; a note should be added to the plans stating that signs shall meet these standards. The following signs still need to be added to the plans-, A"Do Not Enter" sign is to be added near south eastern comer of the proposed building, A "Left Turn Only" sign is to be placed at an appropriaie location across Poplar Street near the drive thru exit. The exact location of this sign should be determined in the field during construction. 2. As mentioned in our meeting with D.L. Bean, Inc-, the, proposed Cape Cod Berm located within the Town's ROW(not including the entrances and exits)will need to be replaced with vertical curbs so that if the To decides to install sidewalks in the future there will be enough room in the tree belt to install them. 3. A note still needs to be added to the plans stating that if a restaurant is proposed an oil/water/grease separator is required as per town code, 4. The"Van Accessible' parking sign is to be positioned below the verbiage specified in MGL CAA&22A "Handicapped Parking: Special Plate Required Unauthorized Vehicles May Be Removed at Owner's Expense." The sign shown is not in compliance. (see attached) 5 A stopping sight distance study for the crosswalk at Springfield Street will need to be performed to ensure that safe pedestrian crossing can occur in this location. If it is determined that this location or any other reasonable location for a crosswalk is safe,the walkway shall be removed from the plans- If a location is approved,proper MUTCD crosswalk signage and striping will be needed. The following comments ate recommended but not required by engineering and should be considered by the Planning Board when approving the plans: 6. Engineering recommends that the drive-thru on Lot BI have one lane only due to area restrictions. 7. Vehicles may have difficulty making the turning movement around the northwest corner of the proposed building, especially if vehicles are, puked in the 16 ft x 9 ft angled spaces. SU-30 or larger trucks can not make fills turning movement and will be unable to access the dumpster using proper traffic flow. 8. Engineering recommends escape lanes be provided for both proposed drive-thros. 05/21/2008 1G: 14 FAX 41 0831 f 003/006 9. Engineering recommends that vehicle trip;generation and parking generation calculations for the project based on the proposed use for the site be provided. This should include approximate queue lengths for each of the drive thm lanes, This item was discussed at the meeting_ Mr.DePalma,does not yet know who the proposed tenants will be. Engineering recommends<a future review once the: exact usage is known- On May I e, Engineering received+a letter from Mr, Mark Dintzner of 970 Springfield Street(see attached). He has several concerns regarding the design of this project< "Left turn east only traffic onto Poplar Street": -The left turn only restriction is only for the drive thru exit only. It is physically impossible for a typical vehicle to be able to nuke a right turn out of this driveway'without crossing the center line of Poplar Street. The only other alternative would be to eliminate this exit_ _ "-Egress and parking for large:delivery vehicles": •Engineering has expressed its concern for this matter. in comment#7 "Winter gonditions effect on parking According to D.L. Bean and Mr. Depalma, snow piles will be stored in appropriate locations on private property(marked with a circle with an "S"in it on the recently revised plazas). If these areas cannot handle the capacity of large snow piles or if they impede on sight distance for Vehicles leaving;any of`the driveways, the piles will need to be disposed of in a proper manner. • "Stormwater surface runoff concerns". The proposed site plans actually reduces the amount of impervious axea for the overall site. Therefore, stormwater runoff from the site will actually become slightly improved over existing conditions; "PYTA Bw Stop Trench": The proposed plans do not call for the removal of the bench. Engineering reserves the right to make additional comments based on revision made from the comments above and as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, It/7, Vladimir CAceres Michael C. Chase, P.E. Civil Engineer I` Town Engineer MSP\524959 5PMNGFI=- STIMEMO Idoc May 16, 2008 Messrs. J. Stxa X;chase rn - -- Department ' T of swam a) ' �� 36 Main Street Agawam, MA 01001 Ref Site P —Springfielcl Street . DePal= Dear members of the Engineering Department, I wish to bring several ct engineexing itasues to you attention relative to development plans identified by the Planning Department as"Site P —S Street' and currmtly or famerly addressed 969 SpringfieJd Sbvet, My comments mirror and expand upon comments made in my letter to the Agawam Planning dated 15, 2008 and center around serious safety issues related for vehWe epvas and traffic, surfacewater drainage, and the PVTA true stop. Three axeas of vehicleparking and traffiz concern are: 1)left-turn.(east) oWy traffic 1tn Poplar Street; 2)method of epvss and parking for largpe delivery va ) winter conditions effect on limited parking. Eaestbou.na trsffxc onto Poplar sUeet; s motorists who wish to return or coutitnue bound,on Springfield S t to either make a 143" d.tium down the tiny Henry Street which ban f5requexrt on-street par and simply returxm motorists to the Poplar and MM street intersection that the f was meant to av&& Or, otori attempt to make a 167'left-hand tam across oncoming unTic onto Spring&ld t: Both options pose serious danc)er to motorieb and.pede Drive-thru establishments frequently require delivery of prod by,larger delivexy vehicles or eemi-tractor trailer, and usually to the ha&ofthe building' Poor, if any means of egess appears to be provided for such dehveries, result in,dangerous on-street parking by;dehvexy vehicles and/or the blockmg of travel for customers. Fift Years of persionalobservation.has,showa that snow&om winter a reeufs in large amumulations of snow at either+end.ofthe property. piles have bom commonpistca on the east end of Oxat n plat. This eftuatiw inevitably Nocks a ble parking a _ amxding to w the Planaijag Board's com of May I'and x5ch barely a Without a `+ems parr re y k an the street and walk alww win&rows of snow(without sidewalks). Fob surface drains, two on opposite judee of Springfield Street and two on opposite aides O -Poplar Street fOrM a rough aaws the east end of the development site- That Brae xe the lowed setof points along the'readways,for a,g udle IN BQT--H I] CTiONS. St+rmaa, -off firom the west end of the pmpftrty has been alleviated somewhat by the fact tbA a large area 1-18 currently unpaved and water is absorbect naturally. With,the site entiriely paged, surface e increase eubstantiAlly. Those drr have to be cleared re ly byr the DPW and, residents to prevent flooding and dangerous traffic conditions when water centerline of Springfield Street. When moue'than one draiick is blocked &wing a m the on becomes exitical. A PVTA bus atop (formerly Sprmgfield,Street )has been located on the northeast, d of that property sinm the fast bus lime to Feedixw Hills. IwouM WM assurance a Owt the bench and hue stop' ` -remain an the parent location. Thank you for coaddearmg each of these&tuataons in determining the suiWility of the proposed development. p Mark d X Dintwer 970 Springfield Street Fmding 01030 �� 0 /21/,200B 16: 14 FAX 41 0631 I�jQCJs/446; 19 r. I rr p OK q? . VAN A � . r E t. 0 /21/2008 16: 14 FAX 4138210631 1a002/0'06 FA TOWN OF AGAWAM vepartment of Public Works 1000 Suffield Street ,Agawam,MA 01001 Tel I3 8210600 Fax 1 8210631 John Pr Stone Superintendent MEMORANDUM To Planning Board;D.L.Bean, Inc. CC: Pile From: Engineering Department Date: May 21,2408' Subject. Site Plans—959 Springfield Street— SP 524 Pert°your request, we have reviewed the Site Plan entitled "Division of property, 959 Springfield St, Agawam, MA; Prrepared for: ph L1ePalrna, 267 Hillside Road, Southwick,MA;Prepared by D.L,Bean,Inc.,40 School Street, Westfield, ; Scale; l Inches = 34 Peet; D 29, 008," and we have the following co eats: 1, C3_,LT Beam has agreed to place proper MUTCD signage, on die plans at appropriate locations; a note> should be added to the plans stating that suns shall meet these standards. The following signs,still need to be added to the plans: A"Do Not Enter" sign is to be added near south eastern comer of the proposed building; A, "'Left Turn Only" sign is to be placed at an appropriate location across Poplar 'Street near the drive thru exit. The exact location of this.sign,should be determined an the held during construction. . As mentioned in our meeting with D.L. Bean, Inc., the proposed Cape Cod Berm located within the TowEa s ROW t including the entrances and exits)will rieed to be replaced with vertical curbs so that if the Town decides to install sidewalks its the fir firture there will be enough room in the mw belt to ixwtall them 3. A note stilll needs to be added to the plans stating that if a restaurant is proposed an oil/water/grease separator is required as per town code, 4. The"Van_ Accessible"parking sign,is to be positioned below'the verbiage specified in MGL CAD&22A "Handicapped Parking. Special Plate Required Unauthorized `vehicles May Be Removed at Owner's Expense."' The sign shown is not in compliance. (see attached) S. A- stopping sight distance study for Oit crosswalk at Springfield Street will need to be performed to ensure that safe pedestrian crossing can;occur in this location. If it is determined that this location or any other reasonable location for a crosswalk is safe, the walkway sball be removed from the plans. If a location is approved,proper Mi TCD crosswalk sigaage and striping will be needed. The following co is are recommended but not required by engineering d should be considered by the Planning Board when approving the plans: o. Engincering recommends that the drive-thru on Lot-B1 have one lane only due to area restrictions 7. Vehicles may have difficulty making g movement around the northwest comer of the proposed building, especially if vehicles are parked in the 16 it x 9 f.angled spaces. S -3€i or larger Vucks can not make this turning movement and will be unable to access the durnpster using proper traffic flow. S. Engineering recommends escape lancs be provided for both proposed drive- . 05/21/2008 16: 14 FAX 4138210631 IR 003/006 9. Engineering recommends that vehicle trip generation and parking generation calculations for the project based on the proposed use for the site be provided. This should include approximate queue lengths for each of the drive-thm lanes. This item was discussed at the meeting. Mr.DePalxna does not yet know who the proposed tenants will be Engineering recommends a future review once the exact usage is known- On May le, Engineering received a letter,from Mr, Mark Dintzner of 910 Springfield Street (see attached). He has several concerns regarding the design,of this project: a "Left turn east only traffic onto Poplar Street" -The left turn only restriction is only for the drive thru exit only. It is physically impossible for a typical vehicle to be able to make a right tum out of this driveway without crossing the center line of poplar Street. The only other alternative would-be to eliminate this exit. a "Agress and parking for large delivery vehicles": Engineering;has expressed its concern for this matter in comment#7 4 "Winter:conditions effect on parking'":.. According to. D.L. Sean and Mr. Depalma,:snow.piles will be stored in appropriate locations on private property(marked with a circle with an"S" in it on the recently revised plans). If these areas cannot dandle the capacity of`large snow piles or if they impede on sight distance for vehicles;leaving any of the driveways, the piles will need to be disposed of in a proper mariner:. a "Stormwater surface; runoff concerns":: The proposed site plan. actually 'reduces the amount of impervious area for the overall site. Therefore, stormwater runoff from the site will act ialiy become slightly improved over existing conditions. a "PVTA ;bus Stop benA": The proposed plans do not call for the removal of the bench. Engineering reserves the right to make additional comments based on revision made from the comments above and as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, 011 ,/,z yladW*cliceres Michael C.Chase,P.E. Civil Engineer I Town Engineer S\sp`s2A 959 sPR1NC FI=Mrmmo 3.Joc MV 16, 2008 Me . J. Stone, Department Town of Agawam M Agawam, MA 01001 ReE "' n—Springfield Street - X DePa lm$ Dear ineinaben of the Bn&eering Department, I wish Wbring and engineering- issues to your attention relative to developmentp1mon identifiaiiby the Planning DeVartment' 'Site P —SpmwbeW Streee and curreotly or fcwmerly addressed 969 Spnngfield S mirror and expand,upm comments maden my letter to the Agawainftwming dated Mky 15, 2008 and center d,serious to vehicle mold traft surface water draixmge, and the PVTA bus,stop. Three areas of vebide parkmgand traffic : t. ff (east) onto Poplar S ,2) m of a p� - for deli. 3) winter . - limited parking- traffic onto Poplar t Awm motorists who Wish to XeWrXI or continue westboxma can Springfield Sbwt to either make a 1 *rxght-bana toum Streetdown the tiny Henry w que t on—street parking returas moboxiststo the Pwlar and _intex t the l was meant to a `d. Or, m attempt to a a, 1671,l d torii across oncoming onto Spxing6lelil Street Ploth optioue sericme denerx to motorists -ve ru astabliebmeats frequeukly require delivery of product by larver delivery,vehicles ar semi-b-acWr tr , to of the bd&fivg� P'oor if any means of appears to be provided for such dehvwies. T169 may result in dangerous on-street parking by delivery vehicles andihr the hl . travel Fift Yean of mal observation o twinter aces in 18W- n u. - of snow at eAher and of the propertar. aeasm-long anow piles have beenon the east end of that narrowing plot This situationvi blocks a - parldog spaw whichaam*w the Planning Boarifs Comments Of NIBY 14t and 15t&wem barehr a Witbout sufticient parking, custoniers will k on the street and walk akrag windrows of (wifhout sidewalks). Four surfiwe drain% two on oppoeite . 'Sip 5 t o on - sidesof Po Street s line across the east end of the develapawA t line repnvents the lowest set of points along the roadways a quarter of a 'been alleviated souiewhat by the fact that a is ct wateris naturally. With.the aentirely paged, w increase aubstantiOy Thesedrams to be cleared regubwly by the DPW avA residents to preveect flooding aud daummus traffic conditions wbon water amsees the centerbae of Spnogfield Street. ed&ving a Awm # sibiation becomes can A PVTA bus stop Obvineirly SprmgWcl StreetRadway)has been located on the northeast end,of that property since the first bus U-ne to Feeding Hills, f assurarim that the bench and bus sWp will.. current location- Thank you four considering each of these situations in detex , " suitability of the proposed deve ent- - 970 lld S Feeding 01 k - - - C. ` Soo/goo LeSOLZBetv XVA PL :91 SOOZILZI90 05/21/2008 ICU FAX 4138210631 f�j 4Q8/QDt6 iA wl VAN ' ACCESSIBLE May 15,2008 Agawam Planning Board: Town of Agawam h Main Street Agawam,MA 01001 Ref. Site Plan--Springfield Street Y R. DePalrna Hear members of the Planning Board, review of the content of the Safety Report provided to you by Sgt.Niles of the Agawam Police Department for the Site Plan--Springfield Street(formerly 9 9)appears to be lacking consideration of serious safety issues related to vehicle egress and traffic. 1 discussed my concerns with Sgt. Niles and respectfidly disagree with his assessment that`issues of traffic are the responsibility of the Town Engineer". There are three areas of vehicle parking d traffic that I wish to bring to your attention for your further review: 1 left- (cast)only traffic onto Poplar Street when motorists' intentions are to continue westbound,2) method of egress and parking for large delivery vehicles;and winter conditions effect on limited parking Eastbound-only traffic onto Poplar street forces motorists who wish to returnn or continue westbound on Springfield Street to either mare a 143 0 right-hand turn dawn the tiny Henry Street; which has frequent on-street parking and simply returns motorists to the Poplar and Mill street intersection that the left-only`rule' was meant to avoid. Or,motorists will attempt to make a 167 left-hand turn across oncoming traffic onto Springfield Street. Both options pose:serious danger to motorists and pedestrians. Food and Beverage establishments frequently require delivery of product by larger delivery vehicles,sometime semi-tractor trailer deliveries,and usually to the back of the establishment. Poor,if any means of egress appears to be'provided for such deliveries. This may result in dangerous on-street parking by delivery vehicles and/or the blocking of travel for customers. Fifty years of personal observation has shown that snow from winter storms results in large accumulations of snow at either end of the property. Five foot piles fifteen feet deep have been commonplace on the east end of that narrowing plot. This situation inevitably blocks available parking space which according to the Planning Board's comments of May I'were barely adequate. Without sufficient parking, customers will park on the street and walk along windrows of snow(without sidewalks). Thank you for considering each of these situations in determining the suitability of the proposed development. Sincerely, Mark R. lintzner 974 Springfield Street Feeding Hills, MA 01030 D.L. BEAN, INC. Lang! Consu itants Aak �'ol^ r S+�ha�sl Street �PESTEEELF' �tIASSACI-I�IS 085 DATE (41 ) 562-7 1 FAX (423) 562-2091 ATTENTION Deborah Dachos Town ,Pl t TO RE: Agawam Planning Department L59 S rin field Street A swam b Main Street WE ARE SENDING YOU 1,Attached 0 Under separate cover via the following items: ❑ Shop drawings Prints r l Plans ❑ Samples 0 Specifications, ❑ Copy of letter ❑ Change order Ll COPIES DATE NO. DESCRIPTION 5r1 1 Blue Line Print of Sheet 2 of 4 1 5E '.08 1 Blue Line Print of Sheet 3 of 4 THESE ARE TRANSMITTED as-checked below: For approval ❑ Approved as submitted ❑ Resubmit:—copies for approval' 7 For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected print For review and comment ❑ ❑ FOR BIDS DUE 0 PRINTS RETURNED AFTER LOAN TO US REMARKS_—Daboralh we have addressed all the eomKments from the Aril 29 2_008 memorandum. As :for co e t number 11 we have added additional sidewalk to Extend to Springfield treet , also added a curb cut on the opposite side of Springfield Street to meet the xisting sidewalk: as shown on abov1ee_s plans. As of this morning the. En.gineerin _ Office is still revfewin the plans. Sincerely, COPY T 7' SIGNED- yonriosorm are pot "Ote4 kindW naufy a)s stonm. Tom Avery PPFPPP' Memorandum To: Planning Board CC: Chief Robert Campbell From: Sgt, Richard Niles Date: 04/2 /2008 Re: Site Plan—Springfield Street Depalma Two areas of primary concern are: 1. Lack of sidewalks along Poplar Street from Springfield ,Street to,Mill Street, 2, Insufficient street lighting along both Springfield Street&Poplar Street Recommendation(s) 1. Installation of sidewalks 2. Installation of street lighting at or as close too as possible to points of entrance and exit Respectfully Submitted r 00 Sgt. Prichard Niles Safety Officer AGAWAM OFFICE OF PLANNING &COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: April 29, 2008 DATE RECEIVED: April 9, 2008 DISTRIBUTION DATE: April 9, 2008 PLANNING BOARD MEETING DATE: May 1, 2008 APPLICANT INFORMATION 1. Name of Business: Not provided Address- 959 Springfield Street, Agawam, MA 2. Owner: Ralph DePalma Address: 267 Hillside Road, Southwick, MA Telephone: Fax: 3. Engineer: D. L. Bean, Inc. Address: 40 School Street, Westfield, MA Telephone: Fax: PLAN REVIEW Scale: I" = 30' Date: March 28, 2008 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): 0. K- Description of Project: Renovation of existing former auto dealership with some demolition, a drive-thru (use not identified). parking and landscaping. Also construction of a new 6,000 square foot commercial building with a drive-thru window (use not identified). ** Site Plan Review Page 2 Description of Site: Site is primarily paved with the exception of the area on which the the new building is to be built. That area is in lawn. Provision for Traffic Flow: There are four proposed curbcuts on the original parcel and two proposed on the new parcel. Please see Engineering comments with regard to these curbcuts. Parking: A parking analysis is not feasible at this time. The proposed uses of the building must be determined so that an analysis can be conducted. In particular, the two drive-thru windows must be determined to be service windows or windows associated with a drive-thru restaurant. If they are associated with restaurants there must be 50 spaces for each use. It will be difficult to move forward with the review until the uses are known. Drainage: See Engineering comments. Public Utilities. See Engineering comments. Landscaping/Screening and Buffers: 0. K. Sign Location: Not shown. Exterior Lighting: Cut sheets including wattage must be provided. Rendering or Elevations: Colors and textures must be provided. Dempster Location: O.K. Other Comments or Concerns: A Form A must be submitted subdividing the lot. As was mentioned earlier, the Site is very tight. In order to do a parking analysis the proposed uses of the building must be known. The drive-thru windows are of particular concern. Pint Page AMAMI ri s r i T' r�s s. i 3 z w y 5. Interactive Maps Parcel ID. F10 6 1 0 325 660 Feet Owner: 959 SPRINGFIELD STREET I.C. %W fie. Parcel Address: 959 SPRINGFIELDT Scaler 1"= 5' (1: ) / /08 It tt ://Iio tin . ig rl .cotii. win/ t. "?tea -= image=http%3a%2f, roj,.. 4/29/2008 Print, Page I of I Not x 4 CA 7 Ilk echi a x S �..u, a �'" ,. .,.rz i r,. ~ i„_: Pam` t � z, x e. ....�....,. ....�,.,,,, . ., ....w �. - 4 ✓ U k t t ,A iF10 5 t t k€k k a,a s .r �, { �x x w k " k Cnn kC£ i � A S 2 ' d i i ti Interactive Parcel 0* F10 5 1 0 325 650 Feet' Owner: 959 PRINGFIELD STREET LL 0 Date: Parcel Address: 959 SPRINGFIELD ST Sate: I"= ': 5" (1: 902) 4/ 9/ Pr nt Page I of I 3 { ai St � x w s � S 0 c an t c S� r„ S J• Interactive Parcel ID. F10 5 1 0 325 650 Peet Owner: 959 SPRINGFIELD STREET LL gate: Parcel Address: 959 SPRINGFIELD ST Scale: V= 5' (1: 0 ) /29/0 http://hosting.tighebotid.com/a awaIi11 rint. s ?iiiapty - , z — tt �/� 3 �/'2P`/2f� ,r j . 4/29/2008 04/2 / 00 Y :31 FAX 4138210931 I0 21003 TOWNOFAGAWAM Department i s 1000 Suffield Street - Agawam, MA 01001 Tel (413) 8210600 Fax (413) 8210631 John P.Stone Superiattudent MEMORANDUM Toe Planning Beard; D.L. Bead,Inc. CC File From: Engineering Department Date- April 29,2008 Subject. Site Plans—959 Springfield Street—SP 524 Per your inquest we have reviewed the Site Plan entitled "Division of pmPerty, 959 Springfield St, Agawam, MA; Prepared f6r; Ralph DePahaa, 267 Hillside Road, Southwick, ;Prepared by: D.L.Bean,.Inc.,40 School Slreel, Westfield, `; Scale- 1 Inches = 30 Feet; Dated: March 28 20081, ' and we have the f#11owing comments: On Tuesday, April 22, 2008, Ralph DePalma, David L_ Bean. .lobar Stone d Engineering Department discussed the issues regarding this site plan. The following-issues am to be addressed by D.L. Bean prior to approval of the plans at the Planning Board meeting: 1. Please show some spot grades within the parking area to clarify the drainage proposal. Also, show the proposed and existing spot grades at the new driveways and along the gutter to the nearest catch basins. . Tbe two proposed parking spaces located at the easterly side of the property a be in as dangerous location due to entering traffic. Engineering recommends that thew~parking spaces be removed, . D.L. Bean has agreed to modify the access aisle for the accessible space located in the northeastern parking lot to 8 feet wide. 4. The exit for the drive-thru on :Lot-Bl is not feasible as it is currently designed, 'Vehicles exiting the drive-thru would tweed to cross the:center line of Poplar Street to make a right turn. At the team meeting it was agreed that this exit'would be a left turn only and proper sgnage would be added. Engineering recommends that this dtive-thru have one lane only doe to area restrictions. a. 'Vehicles may have difficulty making the turning movement around the northwestcorner of the proposed building, especially if vehicles are parked in the 16 ft x 9 ft angled spaces. SU-30 or larger trucks can not drake this bauing movement and will be unable to access the dumpster using proper tmffic flow. D L. 'Bean has agxxeed to move the window to the middle of building to provide more room for vehicles to make the turn and line up against the building. 6. Engineering recommends escape lances be provided for both proposed drive- . D.L.Bean has agreed to change the proposed pavement arrow located at the western side of the property to a left turn only instead of the left/through arrow shown on the plans. 8. D.L. Bean has agreed to add construction details for concrete wheelchair curb cuts and handicap parking; stall 04/28/2009 15:31 FAX 4138210631 19003/003 40 9- The accessible parldng signs am to conform to the design and verbiage specified in M.G.L CAO S-22A and AAD 521 CMR 23.00;the sip shown is not in compliance. D.L.Bean has agreed to do this. 10-D.L. Bean has agreed to place proper WTCD signage on the plans at appropriate locations. A note will be added to the plans stating that thermoplastic paint or other approved marking by Engineering is to be used for all pavement markings. I 1. Since the proposed parking lot berm (excluding the radii for the curb returns)is proposed to be located witbin the Town's ROW on Poplar and Springfield Streem D L Bean has agreed to construct a sidewalk along Springfield Street on Lot-Bl and if possible on Lot-B2. The sidewalk will have a vertical concrete curb where needed on the property side. 12. Engineering recommends that vehicle trip generation and parking generation calculations for the project based on the proposed use for the site be provided. This should include approximate queue lengths for each of the drive-thm lanes. This item was discussed at the mce6ng. Mr. DePalma does not yet know who the proposed tenants will be, Engineering recommends a fiiture review once the exact usage is known. 13.If a restaurant is proposed an oil/water/grease separator is required as per town oode. 14.Engineering recommends, but does not require granite curb be installed on all radii for all entrances and exits. IS-It was agreed at the meeting that a minimum 5 ft width for all concrete wallo-vays will be proposed. All walkways and ramps must meet ADA and AA.8 standards. 16.Engineering recommends the applicant provide safe pedestrian access to both buildings from both streets. 17-D1, Bean has agreed to show the proposed snow storage areas. Engineering reserves,the tight to mAke additional comments as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, 44r, Vladimir Caceres Michael C. Chase, P-E. Civil Engineer I Town Engineer S- .\S,T\5-24959SMNGF1F;Lid)-I'\ME MOZdoc MEMO TO: Engineering Dept., Police Dept.,Fire Dept., ADA Committee FROM: Planning Board SUBJECT: Site Plan- Springfield Street- DePalma DATE: April 9, 2008 Please review and comment on the attached Site Plan for Ralph DePalma on Springfield Street. The Team Meeting for this project is scheduled for April 22'and the Planning Board will be reviewing the Site Plan at their May V meeting. Thank you. DSD:prk Town qfAgawam t Board of App als 0 * 36 Main,Street Agawam,MA 0.1001 NFU DATE: .April9 2008 TO: Planning Board FROM: Board of Appeals RE: Site Plans for: Ralph Depalma 963 & 967 Springfield Street REASON: Ralph DePalma who is seeking a Special Permit in accordance with section t 80-7 Paragraph B of the Zoning Ordinances to allow for the reconstruction and addition to a nonconforming structure with less than the required front setback at the premises identified as 963 &967 Springfield Street.. Attached pleas find 10 copies of the site;plan for the above referenced property. These plans are for your review and comments, and any recommendations you may have so we can consider these recommendations and coniments in:our final decision.. If you do not respond to this Board within thirty-five 3 days of the above referenced date,we will assume that you have no objections. 7� a Town o Agaw m 1 p Board of Appeals 36 Man Street Agawam, 0 001 M DATE April 9, 2008 TO: Planning Board FROM: Board of Appeals RE: Site Plans for: Ralph Depalma 3 Springfield Street REASON. Ralph DePalma is seeking a Special Permit in accordance with section 18144, Paragraph I of the Zoning Ordinances to allow for a drive-through°service window at the premises identified as 93 Springfield Street. Attached please find 10 copies of the site plan for the above referenced property. These plans are for your review and comments, and any recommendations you may have so we can consider these recommendations and comments in our final decision. If you do not respond) to this Board within thirty-five (35) clays of the above referenced date,we will assume that you have no objections. Town of Agawam Board of,Appeats y< 36 Main Street Agawam,MA 01001 MEMO DATE: April 9, 200 TO Planning Board FROM Board of Appeal RE Site Plans for Ralph Depalma- 93 Springfield Street REASON: Ralph DePalma is seeking a Special Permit in accordance with section 180-44 Paragraph I of the Zoning Ordinances to allow for a drive-through service window at the premises'identified as 963 Springfield Street.. Attached please find 10 copies of the site plan for the above referenced property. These plans are for your review and comments, and any recommendations you may have so we can consider these recommendations and comments in our final decision. If you do not respond to this Board within thirty-five (35) days of the above referenced date,we will assume that you have no objections. . mmm MMM TOWN OF GA WA M 36 AMIN STREET AGAWAM, AIL4 01001 DECISION OF BOARD OF APPEALS Petition of. Ralph De alma Promises affected: 963-967 Springfield Street Date: June 9,2008 Case#: 1825 The Board of Appeals conducted several public hearings concluding with a public meeting on June 9, 2008 at the Agawam Public Library Conference Room, 750 Cooper Street,Agawarn,MA for all parties interested in the appeal of Ralph Depalma, who is seeking a special permit in accordance with Section 180-7, Paragraphs A, B, and C of the Zoning Ordinances. A special permit is requested to after, reconstruct, and take down part of a non-conforming structure at the prernises,identified as 963-967 Springfield Street. After the public hearing and a thorough review of the facts presented, the Agawam Board of Appeals made the following findings: 1. The subject property is located in a Business A zoning district. 2. The petitioner will add a canopy on the front of the building on the Springfield Street side. 3. The petitioner will add a canopy over the drive through window on the rear of the building on the Poplar Street side. 4. The petitioner will remove a section of the building on the easterly side. 5. The proposed plan from the Planning Board was reviewed. 6. 'rho Board has found that the use, as developed,will not adversely affect the health, safety, or property value of the neighborhood. 7. The Board has found that there will be no nuisance or potential hazard to vehicle or pedestrian safety. 8. The Board has found that adequate and appropriate facilities and controls can be provided for the proper and safe operation of the proposed use. Based on its findings,the Board is of the opinion that the Board of Appeals has the authority to Fmt this Special Perrmt from Section 180-7, Paragraph A,B, and C of the Zoning Ordinances. Now,therefore, by a unanirnous vote of its three members, the Zone Board of Appeals hereby,grants the petitioner a special permit to allow reconstruction of this building with the following conditions: 1. The plan. entitled "Ralph Depalma drawn by D. L. Bean,Inc. dated March 28,2008 and signed by the members of this board;shall be incorporated into and Made part of this decision. a This special permit is for the reconstruction of the building as shown on the approved plan. 3All other zoning and building requirements most be met. 4. This special permit shall not be in effect until the petitioner shall record with the Hampden County registry of Deeds, a "Notice of Special Permit"form to this board and to the Inspector of Buildings. Such recording shall be at the petitioner's expense. 5. This special permit shall become null and void if construction does not commence within two 2 yearsfrom the date of this decision. This;decision is subject to appeal in accordance with M.G.L. C . 40A, Section 17 within 20 days after this decision is filed with the Agawam Town Clerk; Joseph. Conte James Manno G SuffrWi 2 Town of Aga rr 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 41 -786-9927' September 19, 2008 Dominic Urbinati, Inspector of Buildings 1000 Suffield Street Agawam, MA 0100 Dear Nick, Please provide the Planning Office with a copy of the building permit application for DePalma's building on Springfield Street(former Jeep dealership) and also a copy of the building permit. Thank you. Sincerely, Deborah S. Dachos, Director OFFICE OF PLANNING & COMMUNITY DEVELOPMENT cc: Town Solicitor Mayor Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel.,413-786-0400 Fax 413-786-9927 September 19,2008 Dominic Urbinati Inspector of Buildings 1000 Suffield Street Agawam, MA 0100 Dear Nick, Please provide the Planning Office with a copy of the btlding permit.application for DePalma's building on Springfield Street (former Jeep;dealership) and also a copy of the building permit. Thank you. Sincerely, Deborah S.Dachos,Director OFFICE OF PLANNING & COMMUNITY DEVELOPMENT cc: Town Solicitor Mayor E--� H i r- � _ ,� �� Y � }�9 �� 91 � i 4 1. a Yt n� ��k �•` �t st5:,� ttt .4t1.4,\ u,� r 4ur ��Y"7 ': .'.ak5. t ;,� 'itt� �'`�'•,. Z.�»�� ,, afi�, ,- ,yS t [Jeep.: dt. o- t " , S u. n 4c a<; s 4' q 9 I 4 y y � \ S y ? r � r oil E # 85 $a , Y I � t r ra' yy+I u f t u 7 'sr t wA (Was#959 SpringfieldStreet) NOW#963 &#967 SpringfieldStreet J, I J Iwo Ei a .. i M py, , A� Bldg. Bldg.#9+ 7 me, lot 011101 o s a 1) � � 40 IE Lj6j LL r I t "pM I g Ou'lVISION OF PROPERTY n �ri 36.68' LOT 25,1,22.9 SO. FT. LAND N/F PROPOSED CHABOT & PARRELLI REALTY INC. (A o n �1g.fi ' BUILDING 4 LOT E' j 21.00" w � 45,825.7 SOFT. DRIVE 55.a5' THRU DMH o% RIM=201.25• CB FLOWUNE=193,66' kf RIM=201.14' ' 35.00' OD m s* N 54"57'00'* E 1 37.29° N 54"56'00" E 378.48' N 54'S "00" ' y� SMH U.POLE RIM=199.82 ! 8/7 SPR`�r i 6 ' A4SB=197.12 1 1 IN FIELD► STREET 6 4" ASB ASB=197.03 197.0,3' e .,- 8" ASB FLOlrW'LINE=196.65' C R _ 01.16° - y CB 11 " RIM=198.86� m e #q DMH6 PVC INV IN=197.36 / S' 1 RIM=199,03' 10" INV OUT=195.01' U.POLE D 10" RCP INV. IN=194.16' #7/7 I C FtIM=202.T 10" RCP INV. IN=194.16` -- 18" RCP INV. IN/OUT=193.16" I3 / Fs(}l EXIST. I_ I ,Ns SIGN ,/ f RIM=198.67 r * - 1 C.e '' -' EXIST. ' - SS '' A Tiff BE REMOVED U.POLES M=2 s �r SMH .POLE RIM=199.32' 6 8" FLOWLINE=196.11" J CA MM-20..57° A� DMH 0 10 L. �--� TO BE 8 REMOVED " ~' poll 'p AREA DMH SMH 5 5 ! MH 7 PIM=198.73' Wf 5S .� r R 198 0 �.. �, _- " �.-• 25,122.9 9Q. F . ,� / ,/ LAND N jF 1 RCP INV. =1 3 FLOWLiNE-195.71 ✓ I 1 C [?T & PARRELLI REALTY INC. 4" C ICI 92 2 12 RCP'; INV. IN 192.28 - , - 0 � .� RA AREAM 198.31 EXISTING PAVEMENT18 RCP INV. 1N-191.91 I r+` " 24" RCP INV. OUT--19191D U POLE �- r ' a y �:,#4/4 I Jt -�" — EXISTING P VrMENT n418.5s . sC)5s 8 } �`" EXISTING PAVEM�h' 206- - — 1 .POLE_ SI+111'1 a - �' ow EXISTING re 1 STO `' .- WascAm r Ss r' DMH 1 lww 10 ,, ,' ` t E r" RLOT B-1GRAVEL I hOI �F CIVEi�FI ..-- � I b 7 EXISTING II`AVEMENF` + 0 B - .- Aw.p 11, 11�� CONC PAD `*� TO BE -� Eki U. GRASS AREA � " 1 _y � � '' � P ST �' BE 5 4 DIRT N, TO BE REMOVED TO E REMOVED T REMOVED � � TO RE YEW � T B� EM -' ". _ w EXISTING PAVEMENT �'CiAIN FENCE cr.(� ( r' CHAiI+I' FE C ` NC P [1' " ` ' " .' CC) A DIRT,' t7 y N' 1 N 56 0 t✓ 40. ~.: 54 56 00 E 378a4 - 14" APPLE SIC -� `` S - r f — �. DMH p . BERM SMH SMH '1 MH ". 8 VC Ss SS � VCVC SS' S S SS r SS SS FEEL � TWEET \ a" VC ---- w w w a. W w BERM U,POLE 61 1,I.P OffW - 5 J.PCL 63_ � . � _ � - 3r .U.PO �3 .PO6 � 25T 20L � DMH CB RIM=198.78" RiM-198.23 SMH SMH MH 10" RCP INV. IN=194. ,3' 6" VC 1 =194.46 RIM=198.84: RIM=201.62' RIM= 05.88' 24" FLOWUNE=190.42' 6" VC 2 =194.90 10" VC FLOWUNE=196. 8 4" VC INV. IN=197.12° 4" VC INV. IN=199,28' 10 RCP OUT=194.19 10 VC FLOWLINE=196.90' VC INV. IN=202A8' " " "BOTI"=192.2 FLOWLINE=197.88' PROPERTY SHOWN IS OWNED BY 959 SPRINGFIELD STREET, LLO< ( SEE DEED BOOK 1 SM PAGE 485) AREA - 70,948 S.F. l APPROVALit UNDER SUBDIVISION0' 30' 60, 90,, APR Q 9 008 CONTROL LAW NOT E ` PLANNING — TOWN OF ZONED: BUSINESS A BOARD AGAWAM, MASSACHUSETTS DIVISIONF PROPERTY AND _ RERDNACCORDANCE PLAN E EXISTING IT PLAN DATE: LEGENDTHIS I �A,. WITH THE PROCEDURAL P I I A` AW . " MONITOR WELL TECHNICAL STANDARDS FOR FOR: CHAIRMAN. As, DOWN SPOT THE 'PRACTICE OF LAND RALPH DEPALMA AO. CONC POST ��# 4F SIGN POST tVt7TEw I�RUE1'iNG IN THE '� HILLSIDE ROAD UNDERGROUND UTILITIES ARE SHOWN FROMCOMMONWEALTH OF MASS. +�� QA GAS SOUTHWICK, MA. GATE AVAILABLE' UTILITY INFORMATION ONLY AND � M GUARDPOST WILL REQUIRE ACTUAL FIELD VERIFICATION, DATE, SCALE: i x, .- EXIS71NG SPOT GRADE MORE UNDERGROUND UTILITIES EXIST THAN � � �D ARE SHOWN,. DIG SAFE AS WELL AS EACH UTILITY � CHECKED: D.L.B. EXISTING I9GH'C ON BUILDING � CERTIFY THAT I HAVE �'� �� COMPANY ;SHALL BE NOTIFIED TO MARK THEIR CONFORMED WITH THE RULES C.A.D. SHEET NO. . I,5 EXISTING SANITARY SEWER UN ERGR13 ND LINES AT LEAST 72 H T.J.A. E REGULATIONS W EXISTING 'WATER LINE PRIOR TO; ANY EXCAVATION, REGISTER OF DEEDS IN DIG SAFE TEL. 1-888-344-7233 PREPARING THIS PLAN.. D , L , BEAN INC. %SURVEYOPS D EXISTING DRAINAGE LINE —. . . EXISTING CONTOURS 4Q SCHOOL ST'��T �W 9 * E '�FI�La� MESA HUB E EE1 t Moo; I& II> ► NOTE UNDERGROUND UTILITIES ARE SHOWN FROM PROPOSED AVAILABLE UTILITY INFORMATION ONLY AND WILL REQUIRE ACTUAL FIELD VERIFICATION. LIGHT POLE E UNDERGROUND UTILITIES EXIST THAN "REGENCY' ARE SHOWN, DIG SAFE AS WELL AS EACH UTILITY PROPOSED I TNAL SIGNS COMPANY SHALL DE NOTIFIED TO RIB THEIR _� UNDERGROUND LIMES AT LEAST 72 HOURS AND HANDICAPPED SIGNS PRIOR TO ANY EXCAVATION. DIG S TEL. I-88 -344-7 2 •.. DMH RIM=201,26® CB FLOWLINE=193:66' RIM=201.14' NE 12' TO 14' SMH U.POLE ENTRANCE NDI APPE IN HEIGHT 6," 113 19712 „ IL AF EDIT _ WAY APP 4" ASB=197.03' REPLACE PAVEMENT ACEQ ONLY ANI PARKING 8" A5B FLOWLINE=196.68'' SEE DETAIL C PARKING E R = 01.16' 2 FACED SSIBLE RIM=198.86 UPOLE DMH " PVC INV IN=197.36" ss ® #4 UL RIM=199,03' 10" INV OUT=195, 1' 10" RCP` INV, IN=194.16" U,POLE 100 RCP INV. I =194.16' °�/7 EGA � �.a, ��xg�a�.r 1 ' " 18" RCP INV. IN/OUT=193.16' �p�'"I..`7'� BARRIER DE'� f' s98.67' SMr 1Z IA. RIM= 7 r• E Misr. BASE 5� EXI R+u-za .asi CAP. EIS CONCRETE •''` PRO SED DUM a CAP: MCP �„" ON C NC. PAD W/fi STOC SMH #BOLE O •• '''�P � '� 6,6 PROP. FENCE 4" DIAMETER RIM=1;99.32f S 4'' STEEL PIPE FLOWLINE=196.11 -"''r� C .r' . G: ' 11 1 .48 ; C.B. a��rza4.s7 MIN. FILLED WITH -•- �OtA , CONCRETE ter-` ," W �} m®• , 1C,1� 20-00' F.G F.G. „ �� I SAW CUT 11 �--" $ , EX�,,, MST. PAVES u PIP MIN. SMH POLED ow. C.0 DMFI }r5 „ ' r _ _ s �s LAND N F _ RIM 198.73 S �'` 19 70 ..� � to PROPOSED MP .. f�IM 8. ,� ^� P Q QS t311 is , _ , �-. PROPOSED FLOWLINE 195.11; � CIO .r -�- B T d3c P R LLI R INC. REALTY RCP V I.N.: 192,32 N C SAD 11id' 6 CHA O AR E C 10 R ICI 4 CflN C f�' , 12 RCP INV. IN-192.28 ,..- w ST{3C E FENCE 4 18 RCP 11�IV, IN 191.99 RIM 198.31 - - • '1�:00 , C I 4 RCP INV, OUT 191. 1 6:60 RIV7= 5 U.POLE .► 1 36 .: .,p. 7. BM M .0 �" 'THIRD - . RNE H 61C} S.F. 4t vPno BERM , F�s 0 C C ,�• "�1a - HCANOPY _E. a . 2 POLE 1� E STING . , 18 4 .r C, tee. 1 8 G M ,..•. ! ,,,,STORY dMH ,. 1' H .- . . TYP. . .. 9 S .�-' ` DLO E� IL.C�II�� "95' C.C. �r'_ wCNCss BERM . ``�. SQ. 1 P.F. WALK it _ 1rri r. CB RIM=198.24' 9' ' „ ,. i4.{� c 0 24: 0 10 INV. OUT 1 J4.91 20_ w _ �. . . M w Y BO O ram" .. . . f-. . . ., �.. . . .. _. . . .': .. . : . YEW � .. >. _ _. TYP. At N . . { } 9 TYP. _ _. _ , _- .. , r . .. 3 0A ,,.,. , r R oo. C.P. ry P Pt�S EQ ..� +� COVERED R WALKWAY CONCRETE CRASS AREA -� C_C � J C.C. (ALP BERM 24:67BERM 18.88; Y � , ca a 1 1 24. ea . 24 6 � �} O . N T 00 E 137.29 C.0 8 I'31R C. IF . ' 14"" APPLE L 2 N S4 6 OCR E 519.33 TYPE 2 E3ERM TYPE 2 BER BENC TYPE M T7 PE 2�13EFT# low- ml _ BERM- DMH 1 " 1 CP NOTE. SAW CUT ALL PAVEMENT __ _ REAS THAT ARE TO BE MODIFi „ SMH SMH " MH �_..:..- SS: 8 VC SS ss � . s5'� �8 VC 5 ss 1� VC � - SS ' PRIN FIELD STREET $" VC W , 8," w ., 1rJ BERM U.POLE 61 U POLE 65 U.POLE 63 U.POLE U.POLE 62 U,POLE 63 U.PQLE 63.�5- U,P LE 64 2 T,/20 DMH CB RIM=198-78` RIM-138.2 SMH SMH SMH 10" RCP INV. IN=194.13' 6. VC{1�=194.46 RIM=198.84' RIM=201,62' RIM=20688' 24" FLOWLINE=190.42' 6 VC 2 =194.90 10" VC FLOWLINE=196.28' 4" VC INV. IN=197,12' 4" VC INV. IN=199,28' 1C" RCP OUT=194.19 10" VC FLOWLINE=196.9 ' 8" VC INV. IN=202 18' BOTT.=192.23 FLOWLINE=19788' CONSTRUCTION TEST LEGEND I. THE PROPOSED WATER SERVICE TO HAVE A MINIMUM 5 FOOT BURIAL TO THE TOP €F THE PIPE. "0 MONITOR WELL . THE PROPOSED SANITARY SERVICE TO HAVE cso DOWN SPOT A MINIMUM OF 4 FOOT BURIAL TO THE TOP OF THE PIPE.aP.Q CONCRETE`. PAST 4 SIGN POST I�'EFMAN.ENT PAVEMENT 00 GAS GATE REPLACEMENT DETAIL V. GUARD POST BITUMINOUS BERM BITUMINOUS CONCRETE CONCRETE ,tea � N.T.S. � 70 EX T E CAPE CO BERM CUI 1 1-y,�P �" L DETAIL IL 1 1 f " BITUMINOUS CONCRETE TOP COURSE EXISTING 'UGHT ON BUILDING N.T.S. Kos . a PARKING REQUIREMENT SS EXISTING IT ER 3 1 f 2" BITLIMIN S CON BINDER CURSE MAIL P a- 1.s PA�arrc SPACE PER 200 S.F. FL - 96 SPACES I VARIES PERMANENT H/C - 4 PER 99 PARKM SPAT { IWL 1 VAN } EXISTING WATER LINE &V MP COME F D EXISTINGD NAGE UN � F.G. F.G.. TEMPORARY TOP COURSE SAWCUT EXISTING CONTOURS :` r` EXISTING JACK HAMMER OR SAWCUTC SPA UT -x ,' ' !CEMENT&CONC. WALK° :x k PAVE AEI T PROPOSED UGHT P F : �'iY€ € T E1ISTING BINDER~COURSE , � ggm "I"� PAVEMENT' � 6" COMPACTED GRAVEL BA t � + �'; PROPOSED SHADED D LIGHT FIXTURE " °r o 1-_l!t-i I s _...t I t 1 s -s t 9 � a AP C.C. PROPOSED E COD BE BINDER COURSE 3- ,mw BERM 1 '' PROCESSED GRAVEL BASE COURSE," ' TYPE 2 BERM PROPOSED' BITUMINOUS CURB E-2 COMPACTED IN 6" Lt r. IMF OWA FILL. (FULL DEPTH MAY BE.- REQ'ID BY PW SUPT , - PROPOSED PAVEMENT SAW CUT LINE ® PROPOSED CONCRETE WHEEL STOP CONCRETE WHEEL STOP DETAIL TYPICAL PARKING 12* MIN. �7 N�( BUSINESS ADRIVEWAY PAVEMENT ENTSTRUCTURE OR LIMITS OF PROPOSED TRAFFIC FLOW N.T.S. N6 SCAE DISPLACED PAVEMI NT 2 COURSES BITUMINOUS CONCRETE GRANU ` AL LAYOUT 1. S' TOP COURSE COMPACTED IN 12' UFTSPROPOSED 0.4` 2, 0' BINDER COURSE 1. TEMPORARY PAVEMENT OVER TRENCHES IN STREET TO REMAIN FOR'. 4. WHERE PAVEMENT IS CUT 2'-O. OR LESS FROM EDGE OF ROAD, ff FOR A MINIMUM OF 60 DAYS. TEMPORARY PAVEMENT 3" BINDER REPAVING TO EXTEND TO EDGE OF ROAD. 11tIT RALPH ©EPALMA t COURSE IN ONE UFT - COL[ PATCH KNOWN AS "QPR" MAYBE USED ? HILLSIDE ROAD WHEN TYPE I-1 IS UNAVAILABLE. Fi. EDGE OF EXISTING PAVEMENT SHAM BE TREATED WITH A TACK: , , � DA'kY►1D COAT PRIOR TO PLACEMENT OF THE PERMANENT PATCH. lok OUTHWICK, MA. ea v 2. REMOVE`TEMPORARY PAVEMENT AND REPLACE WITH PERMANENT ►� � 8. EXCEPT AS OTHERWISE DIRECTED BY THE D.P.W. SUPS, THE EDGE c., DATE. SCALE: PAVEMENT1 ,= 4 PROCESSED GRAVEL-2" STONE T MAX, OF PAVEMENT ADJACENT TO PATCH SHALL BE HEATED WITH- . . _ . . : . :.. : 1t 3 R EQUIPMENT T N ' # CHECKED: INFRARED EQU ENT O SEAL THE JOINTS. � 3. PAVEMENT THICKNESS TO BE S MINIMUM [}I2 GREATER TO MATCH �` " ' f � IIR1I� 0,54 I. RUN RAVEL- MAX STONE EXISTING CONDITIONS. C.A.Q. �EEET h3fl fi 6 ST 0 7. FLOWABLE FILL WILL BE NEEDED ON ALL TRENCHES T.;J.A OF 4 WITHIN THE TOWN RIGHT-OF-WAY COMPACTED GRAVEL SUB-GRADE, 4D . L 0 SCHOOL� TAN SURVEYORS WESTFIELD, MASSAC USETTS ENGINEERS DMH RIM=201.25' CB FLOWLINE=193.66' RIM=201.14' SMH r U.POLE RIM199.82' 8/7 . SS " 6 ASB=197,12' 1 6" ASB=197,04' 2 A 4 SB197.03 4' 8" A B ELOWLINE-1 6.68' C ' -- R - 01.16' RIM-198 86 Ut L - . 4 DMH 6" C INV IN=197.36p ' s RIM=199.0 i 1 INV OUT=195 01 U.POLE 10" RCP INV,, IN=194.1 E' '' �n Z6�©Q /' � FBIi1�'202.� 10" RCP INV. IN=194.16'' -� i 8" RAP INV_. IN,!'t7IJT=193,16' CB' P RIM=198.67 SS SMH POLE LP *°'',. ✓ RIM=199.32' 6 r '" -�'"�'� .� 8" FLOWLINE=196.11' SAG PO -- `' j C.S. RIM-20+:57' f -O 6 STEPk9 4 DMH LP - SAW CUT R EXIST. AREA PA - rryy s.':• DMH SMH ~` #5/ } I' w..... LAND rC P ,: � �': :.. ! LAND F: RlM 198� 0 f�IM=19'8,73 �- SS ,.>+ !� P:. . ... /...,: j}.y;[. dry}, F LOWLINE 195 71 10 RCP' INV. IN 192.32 INC...- ,^ ; , .a CHA�3T do P RELLI REALTY " C } 12 RCP INV. IN-192,2 �. ...� .�.:�` ,� •': " R 198.31 , 1I3 RCP 'INV. IN-191.91 � 24 RCP INV. iJUT 19191 ._.._ .�.- ..- :.: ...•- _- �- � �. P.F. U.POLE I „ rLp. s 4 X4 y *: { � C F? 1M. 4 ,�. �- 1CANOPY .» �4 . W S REVEAL P{}LE t .. } . M EXISTING DMH STORYIle I-I F,F. H SED F.F.— 5 CONC. WALK ` 51 . .� .� F,F. 202. t , : 1 6CI P.F.203 c YEW 1I CB RIM 198.24 M ... . 10" INV, OUT 194.91 24,00 :,..- .. ... .... ». .». n k . , PRQPQS_ AD ® D» - .) GRASS AREA ?NC ETE -. ..-.�J SWALKWAY YEW a � / ,✓ N 7 00' E 137.29 - , N :5 a19.33Nm 14 APPLE ' OMH RCS' �NtSTE. SAW CUT ALL PAVEMENT ' - `. , 1, -- 1 SMH '` l / SMH '' PP AREAS THAT ARE TO BE MODIFI�p MH / P, � , _ 8 V C 55 _ S SS ' SS 7-0 VC SS SS' � 0 VC � SPRINGFIELD ( STREET , 8 , 1 - - BER - _ _��__ U.POLE 61 --- - �„ - - - .�., � ._._ ._. � ,,� ._ ..� � �. .�-. ,�- : -' .,. " .POLE 63, U.POLE _LL.P LE - - -6 U,PO 35 . U.POL 64 ~- U POLE; 65 l-- .�--�,� 2T20 DMH CB-J RIM=198.78' RIM=198.23 SMH SMH SMH- 10" RCP INV. IN=194.13' 6" VC1 =194.46 RIM=198.84' RIM=201.62' RIM=205,88' 24" FLOWLINE=190,42' 6" VC 2 =194.90 10" VC FLOWLINE=196.28"' 4" VC INV. iN=197,12' 4" VC INV. IN=199.28'' 10" RCP OUT 194.19 10" 'VC FLOWLINE=196.90' 8" VG INV. IN=20 ,18' BOTT. 192.23f: FLOWLINE=19 7.88 LEGEND w` MONITOR WELL [s#, DOWN SPOT CONCRETE POST SIGN POST GAS GATE + • GUARD POST ■ �+ EXISTING SPOT GRADE: EXISTING LlIGHT ON BUILDING SS - EXISTING SANITARY SEWER W EXISTING WATER LINE 0 EXISTING DRAINAGE LINE EXIISTING COWMIRS PROPOSED LAIN PLAN P.F. 959 SF GFI ST. A!aAWAM , M PROPOSED SHADED LIGHT FIXTURE FOR: 203— NDTEi RALF' [�EPALIv�A PROPOSED CONTOUR UNDERGROUND UTILITIES ARE SHOWN FROM �S� � ��N Of M AVAILABLE UTILITY INFORMATION ONLY AND "� t +�, �,�� A4�ID 4 "��'� 2 6 i' HILLSIDE ROAD WILL REQUIRE ACTUAL FIELD VERIFICATION. OUTHWICK MA. 202.5 PROPOSED SPOT GRADE R , MORE UNDERGROUND UTILITIES EXIST THAN CLINK " SCALE: � �►- � ARE SHOWN, DIG SAFE A WELL A EACH UTILITY DATE: PROPOSED TRAFFIC FI.OMJ" �L � .� COMPANY SHALL BE NOTIFIED TO MARK THEIR # ~� 3— '8—20 0 8 CHECKED: D.L.B. UNDERGROUND LINES AT LEAST 72 HOURS + L vltv lo C.A.D.�.,OF ET NO. PROPOSED ENCLOSED DUMPSTER PRIOR TO ANY EXCAVATION. T.J.A. 4 DIG SAFE TEL, 1— —34 -7 � _ D , LBEAN INC. URE '' & 40 SCHOOL STREET N�ai ESTFIELD, A; SACHU ETTINEERS 13T"Ei UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE UTILITY INFORMATION ONLY AND WILL REQUIRE ACTUAL FIELD VERIFICATION. MORE UNDERGROUND UTILITIES EXIST THAN ARE SHOWN, DIG SAFE AS WELL AS EACH UTILITY' COMPANY SHALL BE NOTIFIED TO MARK THEIR UNDERGROUND LINES AT LEAST 72 HOURS< PRIOR TO ANY EXCAVATION. DIG SAFE TEL, 1 08 -344-7233 DMaMH RIM=201.25' CB FLOWLI NE=193.66• MMwM=201.14' SMH .-- U.POLE RIM=19.82' `8/7 6' ASB=197.12' 1 6" SB=197,04' 4 ASB=197.03' 8" AS8 FLOWUNE=196.6 O C R - 01,16' CB .POLE RIM=198.86' 4 DMvMH " PVC INV IN=19736' - s aka RMMaM=199.03' 10" INV OUT=195.01' U.POLE G 0 10" RCP INV. IMAM=194.16' ' 4.MJ C&R#M-202.7 10" RCP INV. IN=194.16" Wt) 18" RCP INV. IN/OUT=193.16' �O F#$+��,&„ r_A �5*% RIM=198. w7 `q wEXIST. ss C.8, RI4-20.153' SMH POLEWRI " RIM=199.32' #6 ,". 8," FLOWLINE=196.11' ss + G 1yE* 600 C.S. BRIM-20417' 1C, STEP ,0 p D M H D -r, I SAW CUT P. 8!a EXIST. PAYE- AREA [}MLM M11 POLE 5/'S - - r�MInRIM=198.70" RMML19a „w,w 7 LAND N F n ' 10 RCP INV. IN 1 92,32 FLOYJE.INE 71 „� -� M �- PROPOSED_ CHABOT PARRELLI REALTY' INC 12 RCP INV, IN-192.28' .�,.' O +► -"' 1. a_ Aa" 18" RCP INV. IN=191.91' =198.31 cp, RCP INV. OI.IT 191:91 ,...,...-�- DRINVE-TVH ..._.... a r U.PCL4E - �- ". C 4 ..� 7 ,rCANOPYr - -TI IMU O � . BUILDING CO—AM ...... .•A M3. u. . .... SEED AN D 4� A _ .. X4 AN ! . . P . S C Cl ., NM3 E �• C 5 P 1_ CANOPY SEER ., , L. .. .. 5 ,POLE:., H I �-+ f REVEAL 4 4 S D LOAM 'f "n a... , S' MH , w, RY F F.- 2Q2s4 SLANDSCAPED R _ � .lltiI� F,F, 'O , BLOCS UILDI : . MI F.F.= 202.4t I : P.F. ..:. :& �.` t3 CB RIM 1 8.24 ." ., w_ _ -a PROP., 10 INV', OU = 94,91 � , � BOLLARD NO mm Pay :BERM Q, . y .# tr LOA, " QP.(? M1 M1 �v . . .:.. . _ . "..._ _. - _ .'•.�:_ GRASS AREA AND f LCLSEEM Ycp. C 8 E!ht N ?00 E 137.29 LOAM D SEED 1 ! " 4 PLC: N 6 O 54�a D_ E 519. 3 LOAM SEED L�3 BENC .,,�.. LOAM AN SEE[3 >p,M AND ANM) SEED M3 DMuMH 12"D MHO S SMH ," SMH +, SS' 10 VC 8 VC SS SS 1M? VC SS SS SS SPRINGFIELDTREE 8" vc — " " BERM — U.POLE 61 U.POLE — H1N' U;POLE 63 U:POLE 62 U.POLE 63 U.POLE 63 5 UJPbLE 64 U.POLE 65 DMH CB 25T/20 RIM=198.78' RIM=198.23 SMH SMH SMH 10" RCP INV. IN=194,13' 6" VC 1 =194.46 RIM=198,84' RIM, =201.62' RIM=205,88` 24" FLOWLINE=190.42' 6" VC 2 =194,90 10" VC FLOWLINE=196.28' 4" VC INV, IN=197.12' 4" VC INV. N=199,28' 10" RCP OUT=1 4.19 " BOTT.�-192.23� i0 VC FLOWMON -196+90+ 8" VC INV. IN=202.18° FLOWUNE=197.88" LEGEND LANDSCAPING LEGEND kwe ROR WELL ADS,�� M3 SSPPOT C POSE RADFORD PEAR TREE (1.5" CAL:) GOLDEN GLOBE ARBORVITAE (15'-18' TALL) SIGN POST DWARF BURNING. BUSH (3' TALLY GAS GATE FLOWERING DOGWOOD TREE C1,5' CAL,)' V. GUARD POST" EX NG SPOT GRADE DWARF ALBERTA SPRUCE 2'-3' TALL? SMALL LEAF LINDEN rMaEE15' CAL. EXISTING LIGHT OIL (BUILDING SS— DaSTING SANffARY` I ENGLISH BOXWOOD ' 15'-1 ' TALL SUNBURST LOCUST TREE (15' CAL,> W EXISTING WATER LINE PROPOSED LANDSCAPINGr PLAN D EXISTING DRAINAGE LINE �� ICINGS GOLD =CYPRESS (]5•-]M3' TALLY 959- SPP IELD (-,A\A ,A. P.F. FOR: PROPOSE) SHADED LIGHT FIXTURE NOTEss Of �e4 F ALPH DEPALMA PROPOSED TRAFFIC FLOW 1. PLACE- DOUBLE GROUND BARD MULCH S' DEEP IN ALL PLANTING BEDS. �,4` DA� 267 HILLSIDE ROAD e, ALL PLANTINGS MUST BE MAINTAINED- AND THAT PORTION OF THE PUBLIC OUTHWICK, MA. WAY ABUTTING THE PARCEL AND INCLUDING THE TREEBELT SHALL: BE MAINTAINE1l SCALE; i P: 30' PROPOSED ENCLOSED DUMP T'ER � DATE:; = IN A SAFE AND ATTRACTIVE CONDITION BY THE OWNER OF THE PARCEL, —28-2008 CHECKED: D.L.B. ' IIMVMG'�°�` G.A.B. SHEET NO. T.J.A. 4 OF 4 . D . L . BEAN INC 4�1 SCHOOL T - I�RYE' � E TFI LD, ASSACHUSETTS ENGINEER w,� 1,7 "'01 iMw"i 0, Mw-'Z7 w Ir, y 19 r ovz -,,5r ��nv RRRV�i 1 0 N -!mf �,J, q,�* _4 L q,":! , - , Fv V M -1 0 'K *`4 �V — 4 ? 1�7 M MF Ai. n�Y AMR w ,:F w j on 1 IN "MOWN" D 0 ut: I'VIEN" N R P E fift TY f` TAIL SCAM 1,8;w Y1 LOT B-2 36.68' 25,11=9 FT. 2-5-00' �A 0 t 51 vie Optxv, p LAND N/F PROPOSED CHABOT & PARRELU REALTY INC. x BUILDING 21-00' cr LOT B-1 C� 45.825.7 SQ.Fr. m DRIVE THKI 55.85' RIM=20t25' FLOWLINE=193.6V. ce RIM=201.14' Ir 35-00, N W57*00' E 137,29' N 54*56'00" �E 378,48' N 54�56'00* E 140.85' SMH U.POI F IRC? RIM=199-82' of #8/7 6' ASB=197-12'�I� 6' ASB=197.04' 2 SPRINGFIELD STREET ASB=197.03' 4 8"-ASS FLOWLINE=196.68' c R Oil.16' CB U.Poll DMH RIM=198.86' 14 60 PVC INV IN=19736' GS RIM=199�03' To* 1w OUT=195.01, U.POLE l0m RCP INV. IN-194.16' 202,7 #7 7 10* RCP JNV. IN=194.165' 18" RCP INV. IN/OLfr=193.16' EmXt TO BE C9 sm" siGN REMOVED/ RIM-198.67' U-POLES TO BE REMOVED, q lot, 10 r POLE SMH t06 RIM=199.32' #6. 8' FLOWLINE=196.11' 4i C,B� RIM-204.57' c_ E9 m TMO 9 E REMOVW 2 POLE_,71 - LOT 13— DMH SMH 0 RIM=19830' RIM=198.73' 515 25,122.9 SO. FT. LAND N/F 10" RCP INV. [N=192,32' L (0 FLOWUNE=195 71' CHABOT PARREW REALTY 04C 18' RCP INV. IN�191.91* 12" RCP W IN-1�92�28 IL EXISTING PAVEMENT GRAS� AREA 24" RCP INV. OUT=191,91' 00 En POLE 4/4ja EXISTING �MENT le 1�� I- — (A C) r 15 N IlAfl EXISTING PAVE HT 206— 11 rn � / pO1E0 EX 1.;.;Tl N G ff4/4 C5 —bul- law SS DIAH 1 'STORY 10" _ ll Is" BLOCK BUILDIN LOT B-1 GRAV�L BE 45 AREA t 825.7 901T. R F RR_T4 tip t1t I co'c'm* IF Qp�o EMSTING �AVFMENT C N( PAD U. AREA TO BE GRASIS Aa P ST ><�'R&AED TO BE *a- YEW TO BE �ZTO BE REMOVIED TO BE REMOVEI) To-of RiMOVEID C N F C EXISTING PAVEMENT --thAIN FENCE --------- PAD 0 -5T (D I R� N 5V56'0 Ef ;�,378.48 N 54!367_0Cr- C 'I 4 T, N 54 J_y V�� i7 A N 14" APPLE -��p� RM MH DMH 49- / - - I SMH Ss _SS 0" vc SS Ss SS 8" Vc / 16 1� , p004 -1 111� SPRINGFIE 8* VC N w _4 % op W w w 8' w B RM U.POLE 61 0 OR* --C.POLE 63 2ST/20 I J.Pm- IF U.POLE :�_.. - — 0 U:PO4_-E-63- U.2gIg-63-5 U.p LE 6� L.POLE 65 DMH CB RIM=198.78* RIM=198.23 SMH SMH SMH 10' RCP INV. IN�-19413' 6- VC�IJ�194.46 RIM=198,84' RIM=201�62' RIM=205.88' 24" FLOWLINE=190.42- 6- VC 2 =194-90 10" VC FLOWLINE-196,28' 100 RCP OUT=194.19 4" VC INV. IN=197.12' 4" VC INV. IN=199.28' 10" VC FLOWLINE=196.90' 8- VC INV. IN=202.18' BOTT.=192.23± FLOWLINE=197.88 REVIEWED & APPROVED BY PROPERTY SHOWN IS OWNED BY AGAWAM PLANNING BOARD 959 SPRINGFIELD STREET, LLC SEE DEED BOOK I W" P AREA 70,M S.F. DATE: CMRMM, OCT 17 2008 A D A rr*P KrUOVAL UND"Ect-11 Sul' InUIVISION, 01 30" 60' 90, LOUNTROO. LAW NO"T REW""UIRED -- ------ PLANNINk'") B50"ARD- TOWN 00%F ZONED: BUSINESS A 10i UN ur AGAWAMW" §1 §ACHUS-ETTS D1VI%'m`1"k1' '"" PRU'PERTY AWWAM AM THIS SURVEY PLAN WERE N EXISTING% SiTE PLA'k DATE: 9A.1m,it V,A A-al LEGEND PREPARED IN ACCORDANCE AG1Amffi&4:$i"'2' d-0,Jx "o Il4ONffOR WELL WITH THE PROCEDURAL & 952. EELD_-ST.. AQAWAM MA, CHIAIRMAN: TECHNICAL STANDARDS FOR FOR: DOWN SPOUT —o CONGRErE POST THE PRACTICE OF LAND RALPHIDEPALMA SURVEYING IN THE NOTEe 267 HILLSIDE ROAD SIGN POST UNDERGROUND UTILITIES ARE SHMM FF43H COMMONWEALTH OF MASS. 0 GAS GATE AVAILANX UTILM IWQWATM DWY 00 SOUTHWICK,� MA. GAL VU-L RECIUM ACIUM- FIEU VERIFICATM V. GOMM POST SCALE: 1 )f= 301 DATE: EXISTING SPOT GItADE MOK UNDERGRMW UTILITIES EXIST TKAA ME SMYN, XG SWE AS VO.L AS EOA34 UTD-ITY 3-�8-2008 CHECKED: D.L.B. I CERTIFY THAT I HAVE EXISMG UGHT ON BUlUXNG CaMPAW.901-L BE NIM"M TO NAAK THOR CONFORMED WITH THE RULES REV:10-16-2008 C.A.D. SHEET NO. _SS EXtS`TW SAWMY SEM UNDERGIOUNII LINES AT LEAST 72 43MS T.J.A. 1 0 & REGULATIONS OF THE w EXISTING WATER UNE 'BIG &AM TE3� 1-880-30-7M PRMR M ANY EXAVAUX PREPARING THIS PLAN. REGISTER OF DEEDS IN D .Lm 'r:A W,4, SURVEYORS,_ —D EXISIM DRAKAnE UNE 40 SCHOOL STREET' DUSTM CONMRS "'fRO 1.116 C WESTMILD, MASSLOKMETTS, EN ERS 4, qF, Ar �4 -�mqvp?6 75 7 5 NOTE, UNDERGROUND UTILITIES ARE SHOWN FROM PROP()ISED AVAILABLE UTILITY INFORMATION ONLY AND WILL REQUIRE ACTUAL FIELD VERIFICATION. PROPOSED DIREC)TIONAL SIGNS LIGHT POLE- MORE UNDERGROUND UTILITIES EXIST THAN 'REGENCY" ARE SHOWN, DIG SAFE AS WELL AS EACH UTILITY AND HANDICAPPED SIGN%'kj COMPANY SHALL BE NOTIFIED TO MARK THEIR ALL SIGNAGE TO MEET MUTCD STANDARDS UNDERGROUND LINES AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION. DIG SAFE TEL. 1-888-344-7233 DMH RIM=201-25' A A UO C8 FLOWL)NE=193.66' RIM=201-14' A WHITE LETTERS AND CENTER L ONE 12' TO 14' SMH U,POLE ENTRANCE ANDICAPPED ANDICAPPE IN HEIGHT RIM=199,82' 6 ASB=197.12:0) 6" ASB=197.04.(2) PARKING PARKING WAY 4" ASB=197.03 REPLACE PAVEMENT 0 2 FACED 8" A513 FLOWLINE=196.68' SEE DETAIL ZWK PLATE F911M SUk PLATE MOM R 0116, R tmwnam tworom ED CIRCLE WHITE BACKGROUND MAY BE FaCM AT MAY &Fam AT omm Emm sww. WITH WHITE BACK GROUND BLACK LETTERS iimg..... CB U POLE RIM=198.86' #4 VAN IF A RESTAURANT IS PROPOSED AN DMH 6" PVC INV IN=197.36' 5s RIM=199.03' 10" INV OUT=195.01' U.POLE I � Ex T. OIL WATER SEPARATOR IS 10" RCP INV. JN=194.16' rc>cHAVE/ ACCESSW #7/7 )4. C113S RDA-202,7 BOLLARD WHfTE LErrERt REQUIRED AS PER TOWN CODE. 10" RCP INV. IN=194.16' 2 . t. AGAINST A BLUE BACKGROUND 18" RCP INV. IN/ -�n`193.1 Ag� DARRIER DETAIL CB Sm" 5 12" DIA. RIM=. 198.67' ROUNDED CONCRETE BASE EXIST. C.S. ftm-m.531 qL Ar CAP. SSA 5' ,0:z PRO D PSTER L Y ON C PAD W/6' STOC FENCE POLE X\ SMH LOA 6. o PROP, 4" DIAMETER 16 Ir. of w 4- STEEL PIPE RIM=199.32 A SERVICii MIN. FILLED WITH 8' FLOWLINE=1 96.11' CONCRETE 0 20�00 D -1/1111IM4 F.G. 0 DMH CN14 P.F. Y. F.G. SAW CUT I PAVEcr (g)A el 0 4' 30.00' 1 AREA ox MIN, UMH SMH C.C. A RIM�198.70' RIM=198.73' 8 RM LAND N/F PROPOSED DUMPS1 RC'F1 IN 12" RC'P INV tN192.28 ON CONC. PAID W/6' PROPOSED CHABOT & PARRELLI REALTY INC. 10- �N=192 32' �13 FLOWLINE-195.7 V 24.00* 198.31, STOCKADE FENa 3'� 4X4' I B" RCP INV IN=19 1.9 1' INV, OUT=191.91' 0. CANOPY 24 RCP 6.60 c BUILDING U.POLE11jr -1 CD 7.35' orEw 0 C.C. 9 - P.F. 0 WYE-114W C.C., 6,000 S.F. V5 U.pouo H BERMI k5! 415�63 c Rr? 5' WALK .POLE -�-u - ., '. -, r, EX STING 9' DMH C.C- BT6M (TY.P.) CC, 16' TORY 10, -CdJR now .4v C 76 Ul 2 C. BLOCK B BUILDING H (T�P.) N 5' CONC .-"�--' BERM v-I - l)9' 5' ur, 60' P.F. LIA WAIj� (Typ') 4= CB Filvl=198 24' p 4=� Q 24.00 PROP. YEW 10" INV. OUT=194�9 1' 24.0 NTED c� BOLLARD 0' *PAJ C.0 19-00 cryp.) LINES P.) 3 loo. Pau 0 . R C.C. GRASS AREA C�P0 4P-- C C P POSED 6' COVERED CONCRETE WALKWA� 'U' (A Lp 9 YEW VW .00 0 ,- BERM 24.67' 18-58' cpacA 0 - 21' 24-00' 0 N,;jc5 0 E 137.29' P 9' 16-L \6- 11 GAP 2 BERM 6� iIR TYPE 2 B ERM TY E%2ERM\ 14* APPLE ROPOSED 51 WALK N 54-5600 L 5 19.33 ULHM WALK BENC A 4YPE 2 BERM PROPOSED 5' WALK TYPE 2 BERM TYPE 2 BE�R �PROPOSED 5' BERM DMH -2-8 --------- N� OTE: SAW CUT ALL PAVEMENT---�� SMH MH AREAS THAT ARE TO BE MODIF) SMH -- 8" Vc ss-- Vc ss ss ss ss o" VC SPRINGFIELD STREET VC IeTp�v�r w BERM U-POLE 61 0 - OHWI>- O.POLE 62 U.POLE 63 U-POLE 63.5 U.PQLE 64 U-POLE 65 U.POLF 63 U.POLE DMH CB--] 25T/20 Rim=198.78' RIM=198.23 smH SMH SMH NOTE: 10" RCP INV IN=194 13' 6" VC(1)=194 46 RIM=19&84' RIM=201-62' RIM=205-88' 24" FLOWLINE=190.42' 6" VC(2)=194 90 10" VC �LOWLIINE=196.28' THERMOPLASTIC 4" VC INV. IN=19712' 4" VC INV. 'IN=199.28' RE VIE w. w ED & APPROVED BY 10" RCP OUT-194.19 PAINT OR OTHER APPROVED 10" VC FLOWUNE=196-90' 8" VC INV- IN=202.18* BOTT �192.23i MARKING BY TOWN OF AGAWAM FLOWLINF=197.88' ENGINEERING OFFICE IS TO BE USED FOR ALL PAVEMENT MARKINGS. AGAWAM PLANNING BC)ARD CONSTRUCTION NOTES, L THE PRUIPOSED WATER SERVICE TO HAVE A MINIMUM DATE: 5 FOOT BURIAL TO THE TOP [IF THE PIPE, HANDIQAP-- CURQ .CUj 2. THE PROPOSED SANITARY SERVICE T13 HAVE CHAIRMAN: N.T.S., A MINIMUM OF 4 FOOT BURIAL TO THE TOP OF THE' PIPE. PERMANENT PAVEMENT REPLACEMENT DETAIL BITUMINOUS BERM BITUMINOUS CONCRETE CONCRETE N.T.S. CAPE COD BERM WALK DETAIL 1 1/2' BITUMINOUS CONCRETE TOP COURSE ct� CURB TYPE" 2 N.T.S. PLUS. PARKING REQUIREMENTS 3 1/2- BITUMINOUS CONCRETE BINDER COURSE RETAIL PARKING - 1.5 PAMW SPACE PER 200 Sl� GFM FLOW - 96 SPACES VARIES PERMANENT H/C - 4 PER 99 PAWW SPACES ( INIM- I W#4 6.W TOP COURSE 44* R.21 TEMPORARY 96 PARKM SPACES PWMM (IINCL 5 MaCNIPM W/ 2 VMS) F.G. F.G, LEGEND TOP COURSE 69 \hdL SAWCUT EXISTING JACK HAMMER OR SAWCUT SAWCUT zzz4z CEMENT CONIC, WALK�z PAYNENT U.;;6 �i6i4ffdi� EDGE FOR TEMP. PAVEMENT EXISTING Usm SKAILL 2' PRDCESSJD GRAV�L, K 4000 PS IM A PAVEMENT o - .I 'I I k�I DOWN SPOT BINDER COURSE .111. .. 1 1.1 -1. .ij-1. -P I I - 1%r\ 1,%N T T T T T T 1z 1z 1z 1z T7 77 v 777 \7 17 COMPACTED GRAVEL BA" cA cp. I�U su OF Ve Am CONCRETE POST 94ALL COWAN t gF SIGN POST BINDER CGURSE,---� 5-7s DnmAM An CO GAS GATE 11�"PROCESSED GRAVEL BASE COURSE SUM COMPACTED IN 6' LIFTS 1. ADD SCORE LINES 0 5'0* SPACING. fFtoWABLE FILL (FULL DEPTH) MAY BE,' : %p GUARD POST x 2=75 EXISTING SPOT GRADE REO'D BY �PW SUPT). 2. GRANITE CURB MAY BE SUBSTITUTED WITH POURED CEMENT CONCRETE WHERE DESIGNS ARE SUBMITTED TO AND APPROVED A> EXISTING LIGHT ON BUILDING TYPICAL PARKING AND 12' MIN. BY DPW. CONCRETE WHEEL STOP DETAIL OR LIMITS OF ZONED- BUSINESS A SS- EXISTING SMI'TARY SEWER DRIVEWAY PAVEMENT STRUCTURE _ N.T,S. DISPLACED w EXISTING WATER LINE 2 COURSES BITUMINOUS CONCRETE NO SCALE PAVEMENT O&NULAR MA RI 1. 5' TOP COURSE COMPACTED IN 12' LIFTS EXISTING DRAINAGE LINE 0.4$_ 2. 0' BINDER COURSE F PROPOSED LAYOUT PLAN EXISTING CONTOURS NOTEI 95-9 SPRINGFIELD SI,. L\GAWAM M& FOR.- )CC PROPOSED LIGHT POLE 1. TEMPORARY PAVEMENT OVER TRENCHES IN STREET TO REMAIN 4. WHERE PAVEMENT IS CUT 2'-0' OR LESS FROM EDGE OF ROAD. P.F. FOR A MINIMUM OF 60 DAYS. TEMPORARY PAVEMENT 3" BINDER REPAVING TO EXTEND TO EDGE OF ROAD. OF RALPH DEPALMA PROPOSED SHADED LIGHT FIXTURE COURSE IN ONE LIFT - COLD PATCH KNOWN AS "OPR" MAYBE USED WHEN TYPE 1-1 IS UNAVAR-ANX. 5. EDGE OF EXISTING PAVEMENT SHALL BE TREATED WITH A TACK 267 HILLSIDE ROAD C.C. PROPOSED CAPE COD BERM Lucy 0AV10 COAT PRIOR TO PLACEMENT OF THE PERMANENT PATCH. BERM SOUTHWICk, MA. 2. REMOVE TEMPORARY PAVEMIENT AND REPLACE VATH -PERMANENT mm TYPE 2 BERM PROPOSED BITUMINOUS CURB TYPE-2 OIL 1 "=30' PAVEMENT 6. EXCEPT AS OTHEIRWISE D9ttC7M BY IME D.P.W. SUPT., THE EDGE DATE SCALE: 4" PROCESSED GRAVEL-2" STONE MAX. OF PAVEMENT ADJACENT TO PATCH SHALL BE HEATED WITH -28*4'4-2008 CHECKED- D'L�B. PROPOSED PAVEMENT SAW CUT UNE A - 3. PAVEMENT THCKNESS TO BE 5" MINIMUM. OR GKA71ER T INFRARED 3 0.54' 0 MATCH EQUIPMENT TO SEAL THE JOINTS. EMI CONDITIONS. - PROPOSED CONCRETE WHEEL STOP --- 0 8' BANK RUN GRAVEL- 6" MAX STONE 0 0 7. FLOWABLE FU WU BE NEIEDED ON ALL TRENCHES REV: 523-2008 SHEET NO. 0 0 IREV:10-16-2008 INN T.J.A. 2, OF 4 , "THIN THE TOWN RIGHT-OF-WAY d At 111111111111,C - - 1 11 , 0.81 PROPOSED TRAFFIC FLOW COMPACTED GRAVEL SUB-GRADE & DIAJE'AK Wco.,- SURIMYOBS', 40 SCHOOL STREET. PROPOSED SNOW STORAGE ARE-AS ENOWM$1 JPPE G*am AT A WESTFI".. MASSACHUSETTS Ao: I7 Iiiii lo'l I loll 11111 DMH '66 FLOWLINE=F 193,fRlM:;5?al'14'SMH U.POLF RIM=199,82' #8/7_c 6" ASB=197.12'�I�6. ASB=147,o4' 2 I4* ASB=1 97.03'-ASB FLOWLINEt=196.68' c R 01,16 ce,RtM=198,86'DMH 6" PVC'INV iN=097,36 .Rlm=1199,03' 10" INV OUT=1 95,0 1 U POLE 1 0" RCP INV. IN-1 94,1 6' 261 7 10" RCP INV. IN=1 94-16'18" RCP INV. IN/OUT=193�1 6' Ale RIM=198.67' MST-lgcr SMH RIM=1 99.32'8" FLOWUNE=196-11' C-8, *04=204,5 DM STEP, 0 0 , P.r.S CUT AN EXIST. ARCA W DMH SMH \N RIM=198.70' RIM=1 98.7,3' I i LAND N/F....... ...... CHADO 10" RCP INV. [N=192.32' FI-OWLINE=195 71' ...... PROPOSED , T, & PARRIELU REALTY INC.8 ...... ------12" RCP INV. IN=192.28 VX41 Im 131' CANOPY 18" RCP INV. IN=191.91' 199.0 (D 24" RCP INV, OUT=191.91' 1_3�l fjl I I C3 0 U-POLE 95 . . -.I-- — 1�#4/4 CAIWV 02 W'I202x§p BUILDING COW '20&5- RAMP 5 -WAW oo .4 ss �3b REVEAL-7 198.6 POL 3TI NG'/#41A E C logo""F.F.=203.2'H -202.5-4 BLOCK BUILDING C............. 202x75.'ONC 201.9 //F/F. 202, 60* Pf.F PROPOSED F.F.- H 1 ORY F.F.= 202.4 DMH 5' PROPOSED 203 COW CB RIM=198.24 CONCRETE WAL404Y,24.00'10' INV- OUT=194,91' C. 20�_4 BOLLARD-99L GRASS Y"YEW WARN�N 5A�-r 0 0 E 137.29' IRW ANEL_,,pma M WALK 5' WALK;Oo r 519 14" APPLE >el - - - - 9.PROPOSED —im H BERM SAW CUT ALL PAVEMENT smH MH SWH Rr?p om -AREAS THAT ARE TO BE �11 ss ss F4 vc ____ ss - ;;)S,—-— - t ss Ss 8* VC o" VC SPRINGFIELD 8* vc/, STREET so w W W--EERM LE '63 U.POLE_11ROLE- �i2 u_pof:E__63 U�PO -63-5 o -U.POLE 61 - - - - - --- =- - - �.. 0- - - - ____ LF 64 25T/20 CB DMH RIMi::1 98.78' RIM=198,23 "MH SMH SMH 6' VC�lj=194.46 RIM=198.84' RIM=201.62' RIM=205M -,10" RCP INV. IN=194.13'24" FLOWUNE=1 90.42' 6" VC 2 =194�90 10" VC FLOWLINE=196.28' 4" VC INV. IN=197A2' 4" VC INV. IN=199.28'�10" RCP OUT=194.19 100 VC FLOWLINE=196.90' 8" Vc INV. IN=202,18' USE ADA SOLUTIONS, INC.BOTT�=192.23± FLOWLINE=197.88' COMPOSM PANEL OR APPROVAL EQUAL ILEGEND"O MONrrOR WELL DOWN SPOT CONCRETE POST SIGN POST GAS GATE%p GUARD POST EXISTING SPOT GRADE EXISTING LIGHT ON BUILDING—SS— EXISTIING SANITARY SEWER'EOlEwED & APPR "o" VED BY H v WT soft w EXISnNG WATER LINE BOARD A *kAWAM PLANNIN " D EXISTING DRA*lAGE LINE EXISTING CONTOURS A PROPOSE DING LA DATE: P.F. . 952 SPRINGFILM1 .7 AGAWAM PROPOSED SHADED LtGHT RXTURE FOR:A CHAIRMAN:- . 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"I , � I I I I I � I , : SUNRURS�T LOCUST TREE (15" CAL,) : ' ' , , . i I I I - � � . � I Ss E)(MM SANITARY SEWER 41_�Q 1 1 .1 � � . L 11INE ill I ...�. I . I � . I . , / � �. I I 0 : . . . � r, . I � . I . I I I , ,d... . , . � I I I . . . .. L r U I I —I W — EXPSTM WATER UNE I I - I r, . I � I V V I " - I I A �, . I :.VL , . .. m FIR 0*Ff`SEE0 �LoAN"" %O .. ,,��!, ,.�,_ :�� . . e4__�_% . r I � . � � uSi"ANN", PLAN �� .% I I I - � " " L 1, DATE-- , I I . I . 1 I �'-� KINGS GOLD -CYPRESS. (15-18- TALL) I �11 � I . f � . : . � ,:, � : � - , , . I � k-b-1 - . 1 . �, I I . . 29 SPRIN F 101 AW i "I _:, KAAQ a I 1 � � .. - 11 .11 � '� �_ I . . I : I —0 EXIST1NG DRANAGE LINE . I � , � ,�', . . I - , I 11 I 2. SL� �� " . ' �',� ' �" .� ��107yll,Ql-, ;,', - � ?_�, . I � I �- 11 . � . I 1 1�4 ,-, ." 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Ni BUILDNG 4�t 2 1.00' LOT 8-1 4.T 45,82.5.7 SOIFT. rn DRIVE 55.85, DMH RIM=201,25' CB FLOWLiNE=193.66' 49 R :"X, 0114' RiM=2 "S, -V -V 137�29- N 54�56'00" E 378.48' N 54�56'00` E 140.85' N W57'00'* E J SMH U�POLE RIM-199,.82' #8/7 ss 6- AS9=19712:(1) r-% 6" ASS-113/.U4 k�lj SPRINGFIELD I.STREET 4" ASS=197.03' 8" ASS FLOWLINE=196.68' C CS UJ�QCE RIM=198.86' 47 DMH 6' PVC INV IN=197.36' 14 cc:� RIW�4199.03' 10" INV OUT=195.01' D U.POLE �6-� MST —co #7/7 -c 8-4'�IU.202,73 10" RCIP INV., IN=194.16' 10' RCP IW. IN=194.15' 18" RCP JNV. IN/OUT=193.16' DoST- TO BE CB SIGN REMOVED \3., RIM=198.67 U.POLES ss -�l 6 70 BE REMOVED j !�,Xn7j IV SMH #6 v RIM=199.32' 8" FLOWUNE=196.11' v J CR RM-204,57' ER 16 ek DMH 07- To BE REMOVED ID AREA SMH LOT S- DMH 0 RIM=198.73' ss rr r-A A,_ 25,122-9 SO. FT. LAND N/F FLOWUNE=195-71' to 10" RCP INV. IN-192-32' 12* RCP INV, IN-192428 *% iD CHABOT PARRELU REALTY INC. op %-198..31- EXISTING PAVEMENT W RCP INV. IN=191.91' G" AREA f Ln 24" RCP INV. OUT=191.91' (A U POLE #4/4 X! IN �OVI�ENT 7- -20+ ng kJp EXISTING PAVE��IqT "' N; 5s k7! 4� 206- 7 4 Pol r 0 9 4 EXISTING /` 4/40 1 STORY DMH ,AQ B CK BUILDING GRAVIEL' BE LOT B-1 EA r 45,825.7 SQ.FL ROOF OVERRV40---- YEW Ur. EXISTING kAVEMENT y -AREA MID 'j* CONC PAD To BE Uj) ga GR ASS� s REMOYM TO BE, M0JW TO BE WAMED TO I Y T0,1C REMOVED V To 4k, LIP, - I � , -�Li., &LI -11, R EXISTING PAVEMENT �,CHAIN FENCE CAN D,, CONC PAD 8 5V56-00- i" .3�7848*. a- a 'N 54!E670—C 14* II..E N, t IT .................... -7BFRM BERM SMH MH SMH SS i q . A,-, Ss SS -- a, VC fo* Vc 153 11 SS ss 10' vc 7/ STREET SPRINGFIELD 8*1 vc IN 8* w w BE 0- — Uk OW-11 --O�POLE 63 U-POLE POLE 61 POLE 65 U. F�.- tkPOLE-Z37 UALE -lieol, �4 25T/20 DMH RIM=198-23 RIM=198.78* SMH SMH SM 10" RCP INV. IN=194.13' 6 VcQ)-194.46 RIM=I 98.a4' RIM=201.62' RIM=205,88' 6- VC(2)=194.90 10- VC FLOWLINIE-196.28' 4" VC INV, IN=197.12' 4" VC INV. IN=19'�,28' 24" F'LOWLINE=190.42' 10* RCP OUT=194.19 10" VC FLOWLINE-196,90' 8" VC INV- IN=202.18' BOTT,,=192.23± K FLOWLINE=197.88' PROPERTY SHOWN IS OWNED BY RIEVIEWED & APPROVED BY ;Zj 959 SPRINGnELD STREET, LLC "F AGAVATIA M P L A N N IrINIG PE51 0 A R D m %p -1 486) DATE: v:j. 17 "J: 4iou w":r L) "'DIVI"Il' N 0, Si 60r- 9 APPROVAL JuMp"Er"' Sum 0 P* P,NN 71� @ v rIO&L LAW N"T 'EQUIRED '#%NT"%'w ZONED: BUSINESS A PLANNING BOARD- TOWN 'OF '7 y IL A A G%A W A 'ISETTO' V'P%F Prm"%00*lrrt:mmrR&T AND 4 Sam THIS SURVEY & PLAN WERE �vl DATE: LEGEND PREPARED IN ACCORDANCE EX I;'E3T I N'%Om% E3 I T E PLAN '2v WITH THE PROCEDURAL & MA,.� 59 SEEN EIELD ST., AQ "0 MONffOR WELL CHAIRMAN: TECHNICAL FOR-. TANDARDS FOR DOWN SPOUT THE PRACTICE OF LAND —o CONCRETE POST 14 or 'RALPH , DEPALMA::%.-�' Iq- -g SURVEYING IN THE NaTEP SION POST 267 HILLSIDE' RoAp UNDERGOOM UTUTIES ARE SHUWN FROM COMMONWEALTH OF MASS. GAS CATE AVAUASLE UTILITY L41FURNATIM EMY AM SOUTHWICK MA., GUNW POST WILL WWW ACTUAL FIEU VERIFICATIak DATE- SCALE tow UNWIGUM UMITIES EMT TWO!, N, EXIISTM SPOT GRADE AK SHaWK DIG SAFE AS WELL AS EACH UTILITY I CERTIFY THAT I HAVE 3-28-2008 CHECKED, 101-da EXMM UGW ON BUILMO WWANY SKM.L W. NOTWIED M MAW THEIR REV:10—16-2008 �FT:'INM, C. CONFORMED WITH THE RULES - A.D. ---SS EXJSnW SAWMY SC*!ER 44MGMW LWS AT LEAST 72 HUMS Tj & REGULATIONS OF THE PRM M AW EXCAVATM — w DUSTM WATER UW- REGISTER OF DEEDS IN N MrA SWE, TEI� I-M-344-7233 PREPARING THIS PLAN. "EAN INC. smv EXMM4G DRAROM UK E-yll EX11IMM CONMRS AELO MASSACK)SETT6 WEI�T. I q 1 OgI a 1 4 4 V 't NIITEi : UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE UTILITY INFIIRMArILIN CINl.Y AND WILL REQUIRE ACTUAL FIELD VERIFICATION. LI T Pu L E L SIGNS P4tiilr fIRf�iJND UTILITIES EXIST THAN "REGENCY" ARE SHOWN, DIG SAFE AS WELL AS EACH UTILITY AND HANDICAPPED SIGNSCOMPANY SHALL BE NOTIFIED TO MARK THEIR ,. ALL SIGNAGE TO MEN MUTCA STANDARDS " UNDERGROUND LINES AT LEAST 72 HOURS �• PRIORTO ANY EXCAVATION, 07 DIG SAFE TEL. i-088-344--7233 -' DMH �g< � l" RIM 2t) :35' A AUCH FLOWI IN[ 193 66s' RIM--10 1.14' �- tz L1 wmrrE LETTERS AND CENTER 'lf r. y SMH u; OI i' 12' TO 14' -�� IN HEIGHT RIM=-199 82' #8/7 �+ 6" TSB� 19 7.12 'f ENTRANCE - �A � �� - �,. A5B= 19�7`.04'�"l WAT ; PARKING PARKNG --"" 4" ASE3 !9 i 03' �� DETAILAVENIENT ( 2 FACED S.�TER PLATE " A5� FLOWl.INI 196.68 .� �.-= c RED` CIRCLE IIfiIIVI11111 _ R 01 16' k? WHITE BACKGROUND ANY BE AT OS MAY BE AT _f � WITH WHITE BACK GROUND BLACK LETTERS CB f "u POLL RIM==19$ 85. #4 DMI'I 6 PVC INV IN- 19'1 36 1� IF A RESTAURANT IS PROPOSED-AN u� Y � RIM ]99 0�, 10 li�l�! QUT 195.01 L}.F'OLE' � i OIL/WATER/GREASE, �xFs SEPARATOR tS 1. N �.3 CP INV. I t 16' SIGN SHO Li3 HAVE: ... 7 7 i IGI � C.e. ��Na REQUIRED AS PER TOWN CODE. _ } 202 73 10 RCP INV: IN 194 t 6s L - p� I N ._ r -a 1 1 Ii fzGY INV. IN tJU 11 y.5.1 b AGAR A BLU�'13ACKGROUN � BARRIERDETAIL RI -- - 12" DOA. Ri�t=_191i 67' �� 1 ,,,• � BASE �� SS -r C.B.rya>ZQ3.53' (%ow)%6 N Uy'ff CAP.ROUNDED CONCRETE cP .• , .. PRO SED DUMPSTER �, ON C C. PAD W/6 SMH .POLE - 0 �-y y,• L� 'a 6.6 c� PLOP. ST FENCE': y ,.. cry r- -..» s, RIM=199.32 _ �' SERVICES I y-� cy 2 SE ES , + 4 D AMETEK „ c- �F a S FLOWLINE ]96.11 y`� S G, �P 4 STEEL PIPE � - � ..► pp . . . MIN. FILLED WITH r a' .5fl f' 1 .46 fir+ r � ■t b11 Rom` a CZ. RIM=204.57' .•' CONCRETE `'� _� 6„ W ,� T(P` in_ .3 0 20.00' f :(} DMH cam' P.F. F.G. F.G.- - LP, SAW CUT 6 EXI `#'AVE� - '�� 30.00 �'ARFA 4+ 9- MIN,. '-c DMH 5 5 b 8 >. __ 1 8 RM .� RI 1 .7 S .._ - LAND N F M 98 3 5 � ... ._ 7 p UM R D PROPOSED 17 PSTE s RIM. 198. 0 � ", �.. a 4: o PROPOSED, _ � p FLC3WLIN 195.7 _ E t 1 ON C C. PAD W' 6 _ 0 RCP INV. IN . '< CON C.i 92 32 .r' CHABOT & PARRELLI REALTY INC.. t � -- STOCKADE FENCE 1 RCP INV. 1N 92.2$ (, I „ _ ....1 1�3M 9$ 3 _ � - � •. CANOPY `. T _ 8 RCP INV._1N 191.91 < 't'8r00 �' 4 _ _ � _.� BUILDING ?. RCP INV. OUT 191.91 6.6a DRIVI: -- 6 5 p ... U.POLE'_ ' .� E�tM r s G.B 4 caewPr C_ TIC : . s . t3RIVE: -C.C.. , P.F. . H .. •5 3 6 � ..... `ERN` roc�G I� P 5 L W C 5 0, C . 5 P' .► 3 R 8 _ E 1 2- 5 W .. � r � � WALK _-, ..r 5 � : � TYP. 4/4 C ,.....- P � I I ,, -- �" • - - . .. . EX STING ._ . . . , . r. C.C. -Liz L403GAM STORY t B M 5vim1 5 R r 1 t3 .... G _ t p p } 16 _ 1 UT L C.C. '. ��✓R C:7��iNG z a 2 TYP, / / � ,n COGONC _ BERM . . � v . . \ �► . Imo. . . ,�. N _ �� - TYp.,,. { ) WALK . . - _. ._ ... I; CB RIMw19I3.24 •. . �. ...: PROP`.. *; 4 YEW c'p. _ *P� ED ' T .194.J1 NT 0 INV. OU . LINESw . . : h t. 1. .� . ..:. ".. (Typ p � ,� C.C. ruw R5.5�a.e 500 P SED rn ' WALKw 9 :•o �., fi IDVERE[3 CA CRETE GRASS AREA C.0 9 BERM B .. aAP 4.67 YEW O 2 1 8.58 1 S'ap 2 00 24 6 � , er _. I�1 \Ty N 57_l7EiE 137. 8 R.,, E 2 PE 2 ' ERM P 2 BERM RM .. .., ,. .. :mow:. .: , '. ,..... <r. • PROPOSED 5 WALK • PROPOSED 5< WALK PROPOSED :5 WALK TYPE 2 BERM BER 14 APPLE d ` E TYPE 2 i G r s R1� TYP BERM B> DMH " MCP E NOTE. SAW CUT ALL PAVEMENT , t2 AREAS THAT TO BE MODIFI SMH SMH „ MHO w 5 SS �1] VG SS SS S SS ,8 C 5 S5 .. _. 10 VC SP INGFIELD STREET " ,... n s w- BERM 4 U_POLE 81 111'OLE 65 0 U_Pt]LE 63< U.I'OLE U POLE 62 U.P 63 U.P LE 63.5 ' .P T 25 /2a 'DMH CB RIM=198.7B` RIM=198.23 SMH SMH NOTE: SMH , - 10" RCP INV. IN=194.13' 6" VC:1 =194.46 RIM=198.84' �,ry RIM=201 62' ..� " " r. TT .. RIM--2O5.8S' " 6 VC' 2 =194.90 10 VC FLOWLINE=1-96.28' THERMOPLASTIC " - � 24 FLfltiNLINE-190.42 ", � � 4 VC INV: IN-197.12 4 VC INV IN 199.28 REVIEVATIED"' 10 RCP OUT=194.19 PAINT OR OTHER APPROVED 10" VC F'LOWLINE=196.90' 8" VC INV IN=202.18' E301 C.=192.23t MARKING BY TOWN OF AGAWAM FLOWi iNE 197.88' ENGINEERING O rF7 JCE 1S TO BE AG' AWAM PLANNING BOARDUSED FOR ALL PAVEMENT' MARKINGS. C13NSTRUCTIEN NIITES L THE PR€POSED WATER SERVICE TO HAVE A M4INII 5 FOOT BURIAL TO THE TOP OF THE PIPE. DATE: 2. THE PROPOSED SANITARY SERVICE TO HAVE N.T.S. A MINIM+IUM�€ OF 4 FOOT BURIAL TO THE TOP CIF' THE PIPE. CHAIRMAN; PERMANENT PAVEMENT` �. REPLACEMENT DETAIL BITUMINOUS BERM BITUMINOUS CONCRETE CONCRETE N.T.Q. `� . CAPE COD BERM CURB TYPE-2A ET L1/2- 1 BITUMINOUS CONCRETE TOP COURSE 'raga N.T.s I.T. z- "� ' PARKING REQUIREMENTS 3 1/2" BITUMINOUS CONCRETE BINDER COURSE a �� a1. VARIES PERMANENT ' s qy REWIL PARKNG - 14 PARKNIG SPAM PM 2WS.F. GRM f1AOR � 96 SPACES 12` 1hti r� r �, H/C - 4 PM 99 PARKING SPACES ( MM 1 VAN } ,i --, TW COURSE, 44 Rsz' TEMPORARY �,.. 9s PARKING SPACES (ems 5'#iAMIDiCAPPfD w/ z V►u ) ; F-G. F.G. x SAWCU T' -CaSg . .�.....,.. LEGEND .>.. r. ,.... 16 , ; ..-. , SI'II►1 JACK HAMMER OR; SA T SAw+CIJT' CEMENT clNe, .. . ,•- :• : . , . PAVEMENT 'EXIS' TiNG -. - . . . usE»s>wu�. EDGE FOR TEMP. PAVEMENT "b MONITOR WELL V quo r A PAVEMENT a os BIPIDfR G $ : il�uarew AOq>EQA'� IFS----- COMPACTET CiI2AVEL EA ;ate 0� 3/+ awn - a I SPOT r-a i :c�rrA�o � •.,�' �.o CONCRETE POST �� _ . SIGN POST BINDER CCIURSE' NOTES ` 1; 12" PROCESSED GRAVEL BASE COURS€ GAS GATE COMPACTED IN 6" LIFTS t'. ADD SCORE LINES s� 6'O"' SPACING:. {FtOWABL£ FILL. (FULL DEPTH MAY BE, 4 REQ'D BYrw SUPT 2. GRANITE CURB MAY' BE SUBSTITUTED WITH POURED CEMENT �. :GUARD POST f 'a' ■ n EXISTING SPOT GRADE . ..:. CONCRETE WHERE DESIGNS ARE SUBMITTED 70 AND APPRbVEt? ._ .. TYPICAL PARKING AND M 1.Z MIN. BY DPW. CONCRETE WHEEL STOP DETAIL r :. � QCIstINc LIGHT ON E4l1IlDING OR LIIwAlTS OF ZONED-ED. BUSINESS i N ES S A - .DRIVEWAY PAVEMENT STRUCTURE SS EXISTIt SANITARY SEWER DISPLACED f N.T.S. No MAX y� EXISTING WATER LINE 2 COURSES BITUMINOUS CONCRETE- PAVEMENT GRANULARM RIAL 1. 5' TOP COURSE COMPACTED IN 12 LIFTS PROPOSED LAYOUT PLAN D. EXISTING DRAINAGE LINE �©'ar� 2. 0' BINDER COURSE N TES FI ST. A M EXISTING CONTOURS 4 WERE PAVEMENT IS CUT 2'-0" OR SS' FOR 1. TEMPORARY PAVEMENT OVER.TRENCHES IN STREET' To REMAIN. LE FROM EDGE OF ROAD,:. PROPOSED LIGHT POLE . , FOR A MINIMUM OF 60 DAYS. TEMPORARY PAVEMENT 3 BINDER; REPAVING TO EXTEND TO EDGE OF ROAD. �. P.F. o H �� RALPH QEPALMA PROPOSED s L# FIXTURE COURSE InI' ONE LIFT - COLD PATCH `KNOWN AS R MAYBE USERIr m SHADED cKr _ Ir EXISTING PA 7 WHEN TYPE.. I I IS UNAVAILABLE. � EDGE OF E STaNG PAVEMENT SHALL BE TREATED NTH A TACK: +r � �6 HILLSIDE ROAD CIAVtp PR T P LI�i4Y ., GOAT TOR O PLACEMENT C.C. E T OF THE PERMANENT PATCH. .. PI70#'VSED CAPE COCI` EIEftM •� ' >� BE RM ,. ... SOUTH'IMlCK MA. 2. REMOVE TEMPORARY PAVEMENT AND ++Is , � AVEMEN REPLACE WITH PERMANENT .w- AS b •.r .... .. 6 EXCEPT THEf2WISE DI. RE 7EL1 BY THE �..C D.P.W. S 'PT_ U THE EDGE ka. _,. PAVEMENT .. _ DATE: SCALE:IrAINOU5 CURB 2 0 ..,. TYPE `PROPOSEDIITTLI TYPE -2 2- .BERM .:; PAVEMENT ADJACENT TO PATCH SI•I 4 PROCESSED GLL BE HEATED WITH .. .., GRAVEL-2" STONE. MAX.MAX., INFRA RED EQUIPMENT 70 SEAL THE N � 28 t�t}{)8CHECKED: . _ E JOINTS_PAVEMENT THICKNESS o BE MINIMUM. TMATCH < _ ..�. T � M OR GREATER b a ' . . PROPOSED PAVEMENT saw CUT LINE r ., as4 Ir EXISTING CONDITIONS - -- , 8 BANK RUN GRAVEL- 6 MAX STONE REV: J 23 21�C8 7 FLOWAI3LE-FILL wh.L 8E :NEEDED ON TRENCHES C.A.D. SHEET NO. ALL ENCHES' U 0 O Y h _L_ _.. PROPOSED CONCRETE WHEEL STOPRIGHT-OF-WAYRED.] 1 S008 YYlT1lIN THE TbWI` T.JA 2 OF 4 t Mw COMPACTED GRAVEL SUB-GRADE PROPOSED TRAFFIC FLOWDoLs EAN In Nw 0. SURVEYORS k Q`[[//��j� (/1�,y#�r S ROPOSM SNOW STORAGE AREAS WESTFIELDiENCIMERS 1A A-' am' 11 1 IN I 1 11 1111 1 1 .7 DMH RIW c6 RIW-201.14' smi-I ulpotlE RIM=199.82' #8/7 64 ASB=19 7,04' 2 4" AS B-19 7 03' 8 A'SB FLOWLINE- 196.68' Al v R 3t 01 W �q CB U.90CE -y RIM=198�86' �o 1 11 1, , I #4 DMH 6" PVC INV IW�197,36' RIM4--1 99�OY 10" llq\ IT, _LO T=195,01' 0, 10 RCP INV, fN=194 16 0 5, 10" RCP INV IN=19C16' 193 16' 18" RCP INV, iN/0Ul- CB F?IM=19&67 MST JL v�"' �POLE 0 SMH RIM�19932' 8" FLOWLINE=196.11' 9�� 60 ea� RiW�204,57' STEP 0 199.0 SAW CUT 9:, EXIST. P 202.5 AREA xx #5/5 DMH SMH RIM=198.70' RIM=198.73' 2N-- c-S Ou LAND N/F 10" RCP INV. iN=192-3-2 FLOWLINE=195.71' PROPOSED RA130T & PARRELLI REALTY INC. Ile, 4'X4' C 12" RCP INV. IN=192.28 - Am, 198-31 CANOPY 18' RCP INV. IN=191.91' 199.0 24" RCP INV, OUT=191.91' #4/4 CAM" U�POLE 02M v- P.F. 10 H 202x 0 BUILDING "I 1 —204 PROPOS 4 sp TNr 5- RAMP 266-- — ?,cp -qH W/5m REVEAL -7 198.6 .POLE 'Ile D E S I ING 4 -4� #4/4 A F.F.=2012' --202. BLOCK, -BUILDit [UKT F. 202.4* PROPOSED F�F.- �X 20205 5 GONG. WALK R FF- PPR M3 60' P,F� oc 6 WXRED CB RIM=198 4-- CONCRETE .2 24.00* WALKWAY W4W. OUT=194,91' PROP. S.C. 702.4 & OULIMIJ 2014 �?o GRASS AREA �2041 4 N, 00 WARNING * E i37.29* -J� IRM, 1�' I I —,PANEL Wil,"ll, PROPO*D 5 WALK 14' APPLE: PROPOM 5' WAIX PROPOSED 5! ,OF "AW g 'v- -M 13ER B�RM (Z� nmH SAW CUT ALL PAVEk4Effr 1�� RE? Aesi SM4 SMH BE m000ffl.. Vc z ,AREAS THAT ARE TO N�V�:e ,Z�� MHO— ss ss ss __ ss Vc C7, WO "j, SPRINGFIELD STREET N, 8' VC Aq_ 1pvt\ A-- 8" w— w w w w N V --arem BE U.POLE Rw Ulf5OLE 61 U, 04--E--613r- -O�POLE 63 P -U�MLE �PQLE 64 25T/20 CB-j MH S I RIM=198.78' RIM=198.2.3 S, MH SW J, 10' RCP INV. iN=1941,3' 6" YC�11=1941A6 RtM=198.84' RIM=201-62' RIM 2,05,88' 24" FLOWUNE=190,42' 6" VC 2 =194.90 10" VC FLOWLINE=196.28 4" VC INV- [N=197.12' 4" VC INV �N=19928" 10" RCP OUT=194,19 10" VC FLOWLINE=196.90' 8" VC 1W IN=20218' 2&n. BOTT,=t92�23± FLOWLINE 197-88' USE ADA SOLUTIONS, tNC. '7� COMPOSITE PANEL OR APPROVAL EQUAL F, - n nlRt� v AI 4 �q V LEGEND v-, - .�^85# ��Am* "�o MONITOR WELL jjllVV-l;,.,.-" 4, DOWN SPOT CONCRETE POST �A SIGN POST GAS GATE ft N6 GUARD POST' N� EXISTING SPOT GRADE -1> EXISTING LIGHT ON BUILDING a-%,row a A A-,& % ,loom Eft'v ff B ff a N"K" LJ Ss EXISTM SANITARY SEWER nll ,lt: VIEWE APr F-1%JV rZDV T --li-11, Z111, w EXISTING WATER LINE Nil N IN Jp*' 0"'LOARU I) EXISTING DRAINAGE LINE Al"AWAM rr"'L A Ilk V EXISTING CONTOURS Mi P PRO""N SED GRAM LA DATE: PS. SPRINGFIELD ST. AGAWAM- PROPOSED SHADED LIGHT RXTURE FOR: CMRMAN: NOTE, RALPH DEPALMA 203-- PROPOSED CONTOUR UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE UTILITY INFORMATION ONLY AND 267 HILLSIDE ROAD LEMY 202.5 x PROPOSED SPOT GRADE WILL REQUIRE ACTUAL FIELD VERIFICATION. SOUTHWICK, MA . 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