The URL can be used to link to this page

8503_SITE PLAN - AGAWAN SR. CTR. - MAIN ST. - TOWN OF AGAWAM11 11 "r-IMME1=1 000ffi�,=War I Letter of Transmiffal Tele0one: 413�786-9600 Facsimile- 413-786�� 15�Malk RAIagawam@aoIco To. IDAtt� 9-25-08 PftQjNg.-� 25-1106 1 MM= REP. Updated Site Plans AgA"m tenior JCenter WE ARE SENDING YOU 0 Attached 0 Under separate cover via US Mail the following item: • Submittals or Shop Drawings 0 Prints 0 contracts 0 samplies, 0 Specifications • Copy of Letter 13 Change Order 0 Other 0 Report COPIES DATE NO. DESCRIPTION ACTION 3 9/25/08 Signed and Stamped Plans C.1, C.2, C. and CA 2 (revised 9125/08) = �,'* 0 � I For Approval 5 No Exceptions Taken 9 Resubmit copies for approval 2 For your uselreview 6 Note Markings 10 Confirm 3 As Requested 7 Commonts Attached 11 Prints Returned After Loan To Us 4 See Remarks Below 8 Rejected (SEE CORRESPONDING ACTION CODE ABOVE) REMARKS: Attached are three (3) copies of the stamped and signed plans for your files for the above referenced project. The plans have been reviewed by the Engineering Department and their comments incorporated. Call if you have any questions concerning this matter. G:\l 9MProjMngmtkCorrespAConComTrnsmt08O925.doc COPY Try: D. Goodman SIGNED: WIWI M. Hatchett Rlchar�OT."Mis Ic r) File 1906 14F Lp SEP 6 2008 (if enclosures are not as noted kindly let us know at once.) W F 08/30/2008 09'37 FAX 4138210831 IA002/002 - Agawam, MA 01001 - Fax (413) 9210631 0 Superlaftudent RANDV Conservation Conzoission; Planning Board CC. John Stone — DPW Suip�(-, Reinhardt Awocia�; Fi F)rOM.- ftihoeritig We: Septe. ' �p) 1668 SONOt Ar** to Site Plan — Senior Centev- 954 Main $bmet — PW 27 Pet yourrequest tocci*ed $eptember 19, we h6*e reviewcd�ffid site plan entitled, 'New Senior Center for the Town of4aj"M-954)AainStree�Agzvax;4 MAOIOOI;��&by- ReinbardtAssodates,11430 Main Street, Ag� MA; �Sqale- vxias� ��dat6d: Septetn*z� 1008'"�Mw we approvo the *At6d Oans. Sincerely, M. I I M I 1W.1 I I , I I I I I III OpwW6 senior onteftite p1Wraexnq_13.doc tow*, 4 08/25/2008 12 08 FAX 4138 1, Ia ©021003 D'Onartmellt ofPubfic Works 1000 Suffield Strut • Agawam, MA 01001 Tel (413) 8210600 • Fax (413) 8210631 John P. Stone a Superintendent MEMO UM To Conservation Commission; Planning Eo d CC John Stone — DPW Supt.; Reinhardt Associates; File From: Engineering Date, September 25, 2008 Subject: Revision to Site Plan — Senior Center— 954 Main Street — PW 276 (update) Per your request received September 19, we have reviewed the site plan entitled, "New Senior Center for the Town of Agawam — 954 Main Street, Agawam, MA 01001; Prepared by: 'Reinhardt Associates, 430 Main Street, Agawam, MA; .Scale: 1 "=30'; Updated: September S, 2008" and we have the following comments Engineering met with Reinhardt and the items below were discussed 1. The four proposed parking,spaces located at the westerly side of the parking lot should be changed to backup areas for vehicles leaving the ad �'acent parking spaces. The proposed dimensions of the 18' x 18' area can be changed to 12' wide by,14' deep as was shown on the original design for this parking lot (see attached) a. This area will be changed as requested, 2. This proposaleliminates 4 accessible parking spaces along the westerly side of the driveway. These should be added somewhere on the plans. a.. It was agreed that two accessible parking spaces would be added as shown on the attached plan. 3. Please, add 3 details for each of the newly proposed curb arts. a. There will be four details added to the plans. 4. A crosswalk steeds to be added to connect the middle walkway of the new lot with the sidewalk to the back of the new Senior Center building., a. The crossmWk will be added to the plans. If you have any questions please do not hesitate to contact this division. Sincerely, Vladimir Caceres Civil Engineer I s 1pwU7d senior ceetet'ssite plaMmemm 11doc Michael C. Chase, P.E. Torn Engineer 09/25/2008 12:08 FAX 4139 1 12 003/003 _-- �,. xtc a Pr OYA �? I 'f) rt P, ol` -3) r IM E I. r -- INS __._ OV24/2008 15:41 FAX 41382umiD1 002/003 MEMORA6UM Z, To: Co�v�ion Omwi�; Plaming Bp)dd cc John Stom —DPt, kebhardt Assdoiates; File View EAE*0049 Date: Sep # 24,2009 S*ect. Revision to Site Plan Scruor C6A� 954 Main 96eet — PW 276 # Vl civil Etgihdor I ,OpmqU icniw ccatMito pfunlmemo—I Ldoc Michael C. Chase, P.E. Town Engineer « V ;�4 /ZV 7 I fAX 41382 0 0 m 4 C REINHARDT ASSOCIATES architects 0 engineers - interior designers , planners 7MM7vTJ1W ME ®i ® of Agawam U Main.Street Agawam, Massachusetts 01001 Nftn, Deborah S. Dachos, Director RE. Agawam Senior Center RAI Project No. 06-190q 954 Main Street Agawam, MA MMMMIP.� r i� MMSTA i I our office at your convenience. Sincerelv. w- S. Dawson, Moyqr R. Theroux, Building Committee A. Albro, OPM D. Goodman, " M. Hatchett, PAl 1 MEMO TO; Engineering Department FROM: Planning Board SUBJECT. Revision to Site Plan - Senior Center - Main Street DATE: September 18,,2008 Please review and comment on the attached Revised Site Plan; for the Senior Center prior to the Board's October 2"d meeting.. Thank you. DSD.prk MMUnity Devel"O TownofAga"m 36 Main Street Agawarn, Massachusetts 01001 RE: Agawam Senior Center RAI Project No. 06-1906 954 Main Street,:Agawam, MA I'M Should you have any questions regarding this mafte( please do not hesbte to contact out office at your convenience - Sincerely, REINHARDT ASSOCIATES, INC. y-Ron Hat6hett Project Mariger cc: S. Dawson, Mayor R. Theroux, Building Committee A. Albro, OPM D. Goodman, RAI R.. Misiaszek, RAI SEP 10 2008 L 2 - ENEEM Town of Agawam 36 Mam* Street Agawam, Massachusetts 01001-1837 Tel 413-7400 Fax 413-786-9927 00 < PLANNING BOARD co C;) Cn . Cn May 7, 2008 tn - (- Ch Mayor Susan Dawson 36 Main Street Agawam,,MA 01001 Dear Mayor Dawson: A4 its duly called meeting held on May 1, 2,008, the Agawam Planning Board voted to approve the Revised Site Plan for the Agawam Senior Center conditional -upon the attached May 1, 2008 Engineering Department comments. Sincerely, Travis Ward, Acting Chairman AGAWAM PLANNING BOARD TW/DSD:prk cc: Engineering Dept. Building Dept. Town Clerk File /2008 15-,10 FAX 4138210 1& 2002/002- Owartwent 4POlk W4rks 10M Suffid& Street Agawxm,MA01001 John P. Stone — Superintendent MEMORANDU To: Planning Board CC-, JPS, File From: Engineering Division Date: May 1, 2008 —Sutject, PW-276. Senior Center —Drive ovay Revisions a 0 Z I 1 11 � I I I I I wu S'WM76 SEMORCENTFAWME FLANWEMO,.DCVOC . REINHARDT ASSOCIATrZo Lett6r of TnAnsmiftal a0litects engineers Interiordesigners planners 430 Main Street Agawam MA oiool-Wl Telephone- 4113-786-000 Facsimile'. 413-786-8699 E-Mail: RAlagawam@aol.com Planning Board Town Officet 36 Main Stroot Agawam, MA 01001 DATE- L3_q-08 PlI NQ.: 05-19Q§ REF: Updated Site ®. Nawam Senior Conter WE ARE SENDING YOU ICI Attached 0 Under separate cover via US Mail the following items: • Submittals or Shop Drawings (KI Prints, 0 Contracts 0 Samples 0 Specifications • Copy of Letter 0 Chang e Order 0 Other E3 Report COPIES DATE NO. DESCRIPTION ACTION 3 4/30/08 Signed and Stamped Plans CA through CA and LA (revised 4/39tUS 2,3 I For Approval 5 No Exceptions Taken 9 Resubmit - copies for approval 2 For your uselreview 6 Note Markings 10 Confirm 3 As Requested 7 Comments Attached 11 Prints Returned After Loan To Us 4 See Remarks Below 8 Rejected (SEE CORRESPONDING ACTION CODE AISOVE) REMARKS: Attached are three M Copies of the Stamped and Signed plans !or your Use for the above referenced project. The plaiI have been reviewed by the Engineering Department and their c6mmehtS inddirpotat0d. G:�l 906kPmiMngmtCorresp\PianBoardTmsmtO8O430.doc TO: Nis M. H6I File 1906 • �' f} #i` �r �� i Town of Agawam 36 Main Street Agawam Massachusetts 01001- 837 Tel. 1--1 Fax 1-7-9" MEMO TO Engineering Dept., PoliceDe t., Fire,W/pt.,, pt., ADA Conunittee FROM: Planning Beard SUBJECT: Revised Site Plan - Main Street - Agawam Senior enter DATE March 13, 2008 Please review and comment on the attached revised site plan for the Senior Center Prior to the Board's March 0 meeting. Thank you. DSD;prk '1' MA. PREPARED I5Y- G Uf:Z 4; BOgAL;h ROAD, WEST 5PRIN&Fl D', MA 0I040, DATED: 4, SHALL PROVIDE PROTECTIVE FEmw6 DURING ALL PHASES kIALL ASSURE THAT 5AFE AND ORDERLY TRAFFIC E SENIOR HOU5IN6 COMPLEX 15 MAINTAINED THROWHOUT NN5TRIXTION AND PROVIDE THE OWNERAND ARCHITECT WPROVAL, TO ACCOMPLISH TH15 TASK PRIOR TO nZXTION. APPROVAL OF THE PLAN 15 REQUIRED PRIOR N THE PROJECT,. 7 BITUMINOUS PAVEMENT AND WALKS IN THEIR LIMITS SHOWN AND DISPOSE OF PROPERLY. 5 BITUMINOUS CURB IN ITS <'ENTIRETY' AND V15POSE OF 3 TREEN IN THEIR' ENTIRETY AW DISPOSE OF 2VE EXISTING TREIE(5), BRUSH AV VE-6ETATION TO INE IN THEIR ENTIRETY AND D1SP05E OF PROPERLY �E AND RELOCATE EXISTING HYDRANT, VALVES AND ON SHEET 03. GONTRAGTOR TO REE5TA:13LI5H THE FHE HY`17RA14T OR OTHER PERMANENT LOCATION. P UTILITIES PER UTILITY COMPANY REGVIREMENT5 IXTURE, POLE-5 AND FOUNDATION5 TO BE REMOVED, RETURNED TO OWNER. E TO BE REMOVED SALVAGED AND RETURNED To i GAR 5TOP IN ITS ENTIRETY AND DISPOSE OF TION REMAINS AND FILL MATERIAL WITHIN THE LDIN(5 IN THEIR ENTIRETY AND DISPOSE OF WAVE BENEATH THE FILL SHOULD BE THOROUGHLY EOTHECHNICAL REPORT RECOMMENDATIONS). GRAPHIC` SCALE 15 30 B0 1�p ( 1N FEET i i %ach - 30 & AGAWAK 1� 3`.Ae,A F SHEET coi MAR I RECTIVED To: Planning Board MAR 18 2008 C+ thief Robert Campbell t I�S�-^gyy �jy 60A 0 x6. From: Sgt. Richard Niles Date: -18_0 Subject: Devised Site Plan — Main Street — Agawam Senior Center Based upon the information provided, here would appear to be little negative impact to pedestrian, bicycle, and/or motor vehicle traffic safety. It should be noted' however that there are LO sidewalks on the west side of Main Street at the point of the project. Comments have been confined to points of contact (where the private way meets the public way). I will defer to the other departmental agencies regarding anySomments, on the internal design of the building and parking areas. Respectfully Submitted -,/,/ A Sgt. Richard Niles Safety Officer 0342012008 14:>58 FAX 4138210631 f 0©4!D'13 2. Engineering is cunmtlyworking with Reinhardt Associates on analyzing the revised parking lot layout and how flat affects the stormwater system and calculations. It is auticipated that the current design will meet all stturmwater requirements due to the fact that the amount of impervious area was reduced by more than 5,200 SF and the previously approved infiltration systemsldettention ponds were not reduced in capacity: 3. The dissension of the gored area located in the middle aisle of the Inge lower parking lot needs to be chaged from 4'-3" to T-3" 4. Engineering was notified by Frank Mazzei (Agawam Commission on Disabilities) that if the regular parking spaces on a site are 9' wide, then the accessible spaces must be 9" wide. Engineering was unable to locate this; requirement in the ADA and. AAB code`. 5. Once a final design ;is approved, Engineering would like a new complete set of plans which would include all site work and construction details. If you have any questions please do not hesitate to contact this division. Sincerely, Michael C. Chase, P.E. Town ;Engineer 1:*WU76 sear caa�orlsir� plm+lmano_06 dot 03/20/2006 14:50 FAX 4139210631 la 005/0 13 ®r ca PJH om ADIS CUB RIM=4675 q- F*,T1 J —.-.Wir OWN WOW so it .1b 2 -vc. w 10� MIA AK -- Nt r =goat W-4 L -jR. THU., r 'IRE? I sr— TV (41ir Oaf 1K T"- "W 21: MM PMJM-44131 2 no -*Dsjlf#o GS A C5 PJM-- 41,140 jW a Idew m -6 Oak via w bed #t%AJK K i• To Planning Board From: Town of Agawam Commission on Disability Suhject Site Plan- Main Street — Agawam Senior Center [21 Date: Thursday, March, 20, 2008 e received the site plans for Main Street -w Agawam Senior Center [2], on Wednesday, March 19, 2008. We met with Douglas Goodman From Reinhardt Association at our April 12, 2007 meeting, and he showed the plans for the new Senior Center building and grounds. There was discussion about the number of handicap parking spaces being too low because it is a Senior Center and there will be a high number f elderly and disabled patrons. It was recommended that they increase the number of handicap parking spaces and that there be at least one "Van Only" handicap parking space per entrance of each building. The prints for the inside of the two story building were also reviewed and look great. The only recommendation was to have the elevator doors off to the side instead of i the middle for easier access on a scooter. We found — The new set of prints didn't have anything of the inside of'the building, to show the recommended changes. The number of handicap parking spaces doesn't fit this facility, only has 2 van accessible spaces (side by side),, the vehicle space is only 8 feet wide and needs to be at least 9 feet wide while the grid line/ off load area can be a minimum of 8 fe t. The handicap parking for the ether buildings (that are not up to code) are being used to try and bring the HP number up for this facility, and this is not allowed, they are dedicated to the building they are next too, and these spaces need to be brought up to code. There are 139 parking spaces, so there should at beast be 14 Handicap parking spaces 521 CMR 23.2.4 23.3.3). This facilities primary function is for the elderly and the disabled. Henceforth we can not short change them on the handicap parking. If you go with the smaller off load/ grdlines (5 feet), you have now prevented individuals with wheelchairs or scooters access to this facility. There is no just cause for a,facility of this type to go with smaller HP spaces; they all <should be of a van accessible size. We noticed stairs for emergency egress, what about for those with ambulatory issues'' The East side Walkmray doesn't show anything for accessibili% what �w length and pitch, and turn aroundl What: is the Airicti6ft oalkway? What is the height of the overhang/ Canopy for a Handicap Van and Ambulance clearance? The off load area in front of the building (Main St. side) — wording says "handicap ramp." A ramp requires handrails and requires a minimum of 5 feet turning radius at both bottom and top. If this is only a curb cut, then most often doesn't require rails. We recommend that all the Handicap Parking be — vehicle "19 fipvt wide, and the oftload/ grid fimg be a minimum of 8 feet WI& (offloagndlijits can be shared and elevator door st�yle they plan to go with, in accordance to Local, State, and Federal Codes. Franlde Mazzei TO- Engi�g Dept., Police Dept., Fire Dept., ADA Cornmitl _ DATE: March 13, 2008 0 AAk REINHARDT ASSOCIATES architects 0 engineers - interior designers * planners Planning Board TbWh of Agawam 36 Main Street a M -M 1 JJIFINW-Irm-•L-P7,17711JIC, HI Dear Board Members: Ll Should you have any questions regarding the enclosed matenial, please do riot hesitate contact our dMce at your tonV6hiefte. I Sincerely, REINHARDT ASSOCIATES, INC. Ric Misias MI Senior Civil Engin er Encl. r1c, S.; Dawson, Mayor R. Theroux, Building Committee D, Urbinati, lnoedotfencl.) A. Albro, OPM D. Goodroan, RAI M� Hatqbett, RAI v 11 4 REINHARDT ASSOCIATES architects engineers , interior designers • planners December 31, 2007 Planning Board Town of Agawam 36 Main Street Agawam, Massachusetts 01001 Attn: Deborah'Dachos RE Agawam Senior Center Dear Ms. Dachos RAIProject No 05-1906 We are in receipt of your letter dated 12/24/07, regarding the rear portico and provide this clarification. The rear entry portico covers only the concrete sidewalk that leads from the Building Entrance to the edge of the concrete curb of the access driveway. The portico roof does not extend beyond the curb nor over the access drive. Therefore no emergency vehicles pass underneath the rear portico. Please call if you require additional information. Sincerely, REINHARDT ASSOCIATES, INC. Ty -Ron Ha heft Project Manager cc Mayor Elect Dawson Stephen Martion — Fire Chief D. Goodman, RAI R E CFI. Fe.Pa JAN 0 3 2U08 E 430 Main Street • Agawam, MA:C lOCl-1837' • Tat. (413) 786-9603 9 FAX (413) 786-6699 t Town of Agawam 4 s+ 6 Main Street Agawam, Massachusetts 01001-1837 Tel. 13-7 0400 Fax 1 7 December 24, 2007 Doug Goodman Reinhardt Associates, Inc, 430 Main Street Agawam, MA 01001 Dear Mr. Goodman: Attached please find a copy of a memo from the Agawam Fire Department dated June-11, 2007 which the Planning Department faxed to you on the same date in which they Iraised an issue concerning the rear portico at the new Senior Center: It was our understanding that this issue had been resolved.. Recently, the Planning Office has been advised that the rear portico is still too low for an ambulance. Please advise this office if this problem has been corrected. Sincerely, Deborah S. Dac os, Director Office of`Planning and. Community Development cc: Mayor -fleet Dawson Town Clerk Planning Board TO: Planning Board FROM: Fire Chief Stephen M. Martin DATE: June 11, 2007 RE: Site Plan- Agawam Senior Center The fire department has n© objection to the site plan for the new Senior Center. However, the plan for the building indicates two porticos, one in front and one in rear. The portico in the front (Main Street) is twelve feet high, enough for an ambulance to go underneath. The portico in the rear is only nine feet high ( our ambulance is nine feet, four inches). Our• ambulance would be farther away from the building if needed in the mar. Our ambulance can receive a patient on either part of the building, but the portico offers protection from the elements and less travel time for the patient on the stretcher enroute to the ambulance. Thankyou very much, S�hdA Mar" Fire Chief 11/08/20G7 15:21 FAX 4138210631 0 11 IaOG2/004 "! ► ! ► ! _W01*S 01001 Tel f4l�) $210600921081 i r a StoueSUpO ,., To. Conservation Commission; Planning Board CC: File From: Engineering Date: November 8, 2007 Subject. PW 276 — Senior Center— 954 Main StreetRevised Sheets C, , C.3, and CA Per your reques�4 Znoneefing� has rieviewed the site plan entitled, Senior Center— 954 Main Suvet. Sincerely, N iehael C. , E.I.T. Interim Town Engineer t: 76 wnlor cen ait V)aAWwmp_05-=cDMAOC EIHRDT ASSOCIATES' architects - engineers interior designers s planners November 5, 2007 Planning Board Town of Agawam 36, Main Street Agawam, Massachusetts 01001 Attn: Deborah Dachos RE: Agawam Senior Center RAI Project No. 05-1906 954 Main Street, Agawam, MA Dear Ms Dachos On behalf of our Client we wish to withdraw, without prejudice, the submittal of an updated (revised 1015I07) Site Grading Plan, CA for the above referenced project. If deemed necessary, an updated plan or plans will be submitted in the future. Should you have any questions, do not hesitate to contact our office at your convenience. Sincerely, REINHARDT ASSOCIATES, INC. c Richard T. M' iaszek, E. Senior Civil ngineer cc: D. Goodman, RAI M. Hatchett, RAI 430 Main Street r Agawam, MA 01001-1827 • Tel. (413) 786-9600 9 FAX (413) 786-2599 11/01/2007 14:34 FAX 4138210631 IM002/002 AU eper of Public l''v 1000 Suffield Street Agawam, MA 01001 Tel (413) 8210600 Fax (413) 8210631: Jolla P. Stone Superintendent To. Planning Board CC File From: Engineering Date': November 4 2007 Subject': PW 276 — Senior Center— 954 Main Street -- Revised Sheet C 4 Per your request, Engineering has reviewed the site plan entitled, "Agawam Senior Center— 954 Main Street, Agawam, MA D100I.- Sheet C.4; Prepared by: Reinhardt Associates, 430 Maim Street, Agawam, MA; Dated May 30, 2007 (Revised 10-5-07)"and we approve the changes. If you have any questions please do not hesitate to contact this division; Sincerely, Michael C. Chase, E.I.T. Interim Town Engineer sApwW6 "iur =ntc&ke ptnnlmanw 04ADc 0 10 REINHARDT ASSOCIATES Letter of Transmittal architects engineers interior designers planners 30 Main Street Agawam, MA 1001-162 Telephone: 413-766- 600 Facsimile: 413-786-8699 E-Mull: RA]agawam@aol.com T . DATE, 10-26-07 PR> I NO.: 05- L06 Conservation Commission ATTN Pamela Kerr, Principal Clerk Tern Offices 36 Main Street REF: Updated Site Plans Agawam, MA 01001 Agawam Senior Center PLEASE NO aARE SENDING YOU 0 Attached 0 Under separate ever vie US Mail the folkwAng it Submittals or Shop DrmMings 0 Prints 0 Contracts 0 Samples 13 Specifications Copy of Letter 0 Change Order 0 Other Q Report COPIES GATE Nth'., DESCRIPTION ACTION Signed and Stamped Plans .2, C.3 and CA 3 �i IJ�151{17 - 23 revised 10/5/O 1 For Approval 5 No Exceptions Taken a Resubmit copies for approval 2 For your use/review S Note Markings 10 Confirm 3 As Requested 7 Comments ,Attached 11 Prints Returned After Loan To Us 4 See Remarks Below 8 Rejected (SEE CORRESPONDING ACTION CODE ABOVE) REMARKS: noted4 requested,, attached are three (3) additional copies of the stamped bind signed plan above for the referenced piI r TO: Q. Goodman SIGNED: ,r M. Matchett Richard T. File 10 (if enclosures are not as noted kindly; let us know at once.) Town of gawam +�• 36 Main Street; Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927' MEMO TO: Engineering Department FROM: Planning Board SUBJECT. Revised Site Plan - Agawam Senior Center DATE: October 18, 2007 Please review and comment on the attached Revised Sheet C4 of the Agawam Senior Center Site Plan prior to the Board's November I'St meeting. Thank you., DSDprk REINHARDT ASSOCIATES eitd& architects - engineers - interior designers - October 5, 2007 Planning Board Town ofAgawarn 36 Main Street Agawam, Massachusetts 01001 Attn: Deborah Dachos RE: Agawam Senior Center 954 Main Street, Agawam., MA Dear Ms. Dachos: [71 RAI Project No. 06-1906 Enclosed for your information and files is a stamped and signed copy of an updated (revised 10/5107) Site Grading Plan, CA for the above referenced project. The revision to the plan includes grading changes to the driveway south of the New Senior Center to accomplish a 10% requested by Town Officials. Should you have any questions regarding the enclosed materials, please do not hesitate to contact our office at your convenience. Sincerely, Richard T. Misibszek, P.E. Senior Civil En. ineer Encl. cc: R. A. Cohen, Mayor D. Goodman, RAI M. Hatchett, RAI OCT 0 2047 -Pw lu 430 Main Street ® Agawam, MA 01001-1827 * Tel. (413) 786-9600,o FAX (413) 786-8699 10/04/2007 14:36 FAX 41H210 11 a 003/003 TOWNOFAGAWAM Department of Public Works 1000 Suffield Strut Agawam, 11+1 A 01001 Tel (413) 8210600 . Fax (413) 8210631 Jahn P. Stone - Superintendent MEMORANDUM To; Planning Board; Conservation Commission; CC John Stone — DPW Supt.; File From: Engineering Date: October, 4, 2007 Subject: PW 276 — Senior Center—'954 Main Street Per your request, Engineering has reviewed the site plan entitled, "New Senior Center for the Tower of Agawam 954 Main Street, Agawam, MA 01001; Prepared by: Reaiabardt Associates, 430 Maim Street, Agawam, MA Bated: May 30 2007 (Revised August 8, 2007)"and they are ready for the Planning Board's signatures. If you have any questions please do not hesitate to contact this division. Sincerely, Michael C. Chase, E.I.T. Interim Town. Engineer s:VmV76 senior cmntaAsita ptanlmamu G3 doc Iq s a� To: Engineering Department CC From: Planning Board Date: 8/9107 Subject: Remised Site Plan - Senior Center Please review the attached revised Site Plan for the Senior Center to be sure it is ready for the Board's signatures at their September 6"' meeting. Thank you. DSD:prk FROMTHE DESK OF:,. YOUR NAME 71TLEi TOWN OF AGAWAM 36 MAIN ST AGAWAM, MA 01001 Email address Here 413-786-0400 X Extension Fax. 413-786-13927 :1 REIHARDT ASSOCIATES architects engineers interior designers planners 430 Main Street Agawam, MA 01001-1827 Letter of Transmittal Telephone: 413-786-9600 Facsimile: 413-786-8699 E-Mail: RAlagawam@aol.com< TO: DATE 8-9-07 PROJ. NO.: 05.1906 Agawam Planning Board Town of Agawam 36 Main Street Agawam, MA 01`001 PLEASE NOTE: ATTN: Dennis B. Hopkins, Chairman REF: Final Site Plan Review Plans Agawam Senior Center` WE ARE SENDING YOU IIM Attached ❑ Under separate cover via US Mail the following; items, Submittals or Shop Drawings IM Prints ❑ Contracts = ❑ Samples 13 Specifications 11 Copy of Letter 13 Change Order bother 0 Report COPIES DATE NO. DESCRIPTION ACTION 3 818107 - Sheets`T.1, CA thru CA, LA, L.2, A.1, A2, A.4, A.5 and E.9 3 ACTION CODES: 1 For Approval 5 No Exceptions Taken 9: Resubmit copies for approval 2 For your uselreview 6Note Markings 10 Confirm' 3 As Requested 7 'Comments Attached 11` Prints Returners After Loan To Us 4 See Remarks Below 8 Rejected (SEE CORRESPONDING ACTION CODE ABOVE) REMARKS: As requested in your letter to Mayor Cohen, dated August 6, 2007, enclosed please find 3 sets of stamped and signed plans for the above referenced project. The condition noted in your letter has, been incorporated and a final revision date placed on the plans. GM 9061ProjMngmnt%CorresplPlanBrdTrnsmtO70809.doc COPY TO: R. A. Cohen SIGNED: �� R. Th�eroux `r 4- I% f Richar8 T. Mraszek D. Goodman ED M. Hatchett File 1906 AUG IL ,7 1 -,n r. AUG 0 9 2007 (if enclosures are not as noted kindly let us know at Brice.) J'i 0 0 Town of Agawam 36 Main Stitet Agawaxn� Missa6qsWg 01001-1837 TeL 413 786-0400 nx W_ 86-9017 August 6, 2007 Mayor Richard A. Cohen 36 Main Street 3:M Agawam, MA 01001 X Dear Mayor Cohen: At its duly called meeting held on August 2, 2007, the Agawam Planning Board voted to apprOle the Site Plan entitled: "Agawam Senior Center, Main Street, Agawam, MA" prepared by Reinhardt Associates and dated May 30, 2001 with the following condition: The northerly most curbcut off of Main Street is to be an entrance only. The southerly curbcut is to bean exit only.. Both curbcuts are to be signed appropriately. The driveway from Main Street to the rear of the building is to be one-way in >a easterly direction. An exit only sign is to be placed at its easterly end. Three (3) copies of the approved plan are to be submitted to the Planning Board for its signatures. Please note that the final revision date is to be placed on the plans. If you have any questions, please do not hesitate to contact the Planning Office. Sincerely, Dennis B. Hopkins, Chairman 'Agawam Planning Board cc: Clerk Dir., Senior Center Reinhardt Associates Building Engineering J. Stone File REINHARDT ASSOCIATES Letter of Transmittal architects engineers interior designers planners 430 Main Street Agawam, MA 01001-1827 Telephone: 413-786-9600 Facsimile: 413-786-8699 E-Mail, RAlagawam@aol.corn TO: DATE- _14 -07 PROD. NQ.- 05-1906 Planning Board ATTN: Deborah Dachos, Town of Agawam Director, Planning & Conservation 36 Main Street L-.kl Agawam, MA 01001 REF: Updated Site Plan Approval Plans AUG os 12007 Agawam Senior Center 30"MD- U PLEASE NOTE: WE ARE SENDING YOU W Attached 0 Under separate cover via US Mail the following items:- 0 Submittals or Shop Drawings W Prints 0 Contracts 0 Samples 0 Specifications 0 Copy of Letter 0 Change Order 00ther 0 Report COPIES, DATE NO. DESCRIPTION ACTI N 3 5/30107 '7Sheets T.1, A.1, A.2, X4, &5, CA thru C.4, L.1, L.2 2,3 and E.9 ACTION CODES: I For Approval 5 No Exceptions Taken 9 Resubmit_ copies for approval 2 For your usetreview 6 Note Markings 10 Confirm 3 As Requested 7 Comments Attached 11 Prints Returned After Loan To Us 4 See Remarks Below 0 Rejected (SEE CORRESPONDING ACnON CODE ABOVE) REMARKS: "151"Wtp- RON, Wil N' -16 - i 1641. WIL11-11, 9.1-04, , mtl I a q -law, If You have any questions do not hesitate lo contact our office. Thank You for Your Cooperation arid a9sistari in this matter. G:11 906\ProjMngmnACorresp\PlanBoardTmsmt07O8Ol.doe - D. Goodman RichariT. Mis sk Z M. Hatchett File 1906 a 4r 1 i NI� {lit 1 � � t i} 3 a c i 3� Lst y�� Yg is 1 3 qF tF ib ' t • Em mmmfffli >k %* i • Low Brightness' Reflector 6,25"x55"W Roar opening for Anchorage ono Wiring Access BLCA BH 1 CIL I"+ 11• r• a a ! •- • r as • • •..-• • •a • • • a # • a •. • • a: = a • a • - r a • z a • • • • • ra � • • •• pia • •. ra :$- fi "f. �.• • `.. .fir-. •.._ �••• • •'<.••.' For finish specifications and color options, see "F4nish" section In catalog f!r { e • Dis Abuflon 2EBB' 2 eyebolts HS House Side Shield (blank) Std,. Low Brightness Reflector, Type v PEB I Photocell button 120v CR5 Glass Refractor, Type y PE82 2M CR3 Glass Refrootar. Type tip FG-B C1R Enslde err ur rrl# Ceav ANTIQUE TI Street LapVs 2011.9 W. Rundoerg Ln.*Aug1n, TX 78758-ph(512) 9774W—to»(512) 977-9622 Is 5-9 TOWN OF AM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 8210600 • Fax (413) 8210631 Jahn P. Stone + 'Superintendent MEMORANDUM - To: Planning Board CC: John Stone - DPW Supt.; File From: Engineering Dater August 2,-2007 Subject: PW 276 - Senior Center- 954 Main 'Street Per your request, Engineering has reviewed the site plan entitled, "New Senior Center for the Town of Agawam 954 Main Street, Agawam, MA 01001; Prepared by: Reinhardt Associates, 430 Main Street, Agawam, MA Dated: May 30, 2007 (no new revision date; listed)"and we have the following comments. 1. All comments from our memo' dated July 12, 2007 have been addressed with the exception of comment 1; concerning the proposed driveway along the south of the building (see comment below). 2; The driveway located to the south of the building may prove to be hazardous, especially in the winter. It is unlikely that the DPW will be able to properly maintain a 13% grade during icy conditions. ;Frequent closures of this portion of the driveway may be necessary whenever winter weather is expected. The track manufacturer for the DPW has informed us that the maximum grade the large trucks can negotiate is 12%. It should be noted that the DPW currently has difficulty treating Juniper Ridge Drive during winter operations which has a grade of I10%0 Based on AASHTO standards, the stopping sight distance is of concern during less than ideal conditions: Reaction Time Velocity Conditions Stopping Sight Distance' Coefficient Grade sec (mph) FT of Friction' ftlft 2.5 5' WET 25.3> 0.25 _0.13 25 10 WET 64.5' 025 -0.13: 2.5 15t WET 117.6" 0,25 -0.13 2.5 5 DRY" 21.5 0.40 -0.13' 2.5 10 DRY 49.1 0.40 -0.13 2.5 15: DRY 82.9' 0.40 -0.13 35 5 WET 32.7 0.25 -0.13 3.5 10' WET' 79.2"` 0.25 -0.13" 3,5 15 WET' 139,2' 0:25 -0.13 35 5 DRY 288; 040 -0.13 3.5 10 DRY' 63.8"` 0:40 -0.13 Y5 16 DRY 105:0» 0.40 -0.13' RASHTO -standard reaction time is 2.5 sec for typical drivers. This number can increase to as much as3.5 seconds - "exceeds provided stopping sight distance of approximately+l-40 feet {for pedestrians crossing from lower parking area Pedestrians who park at any of the spaces located in the southern downhill parking lot will be crossing the driveway at or near the base of the hill in order to enter the building (see attached plan). In the event that a car is unable to stop, thioaa Mgernent may prove to be quite dangerous. G. Decker, E.I.T. Engineer I s:1pw1276 senior center\sitc plan%memo 02.doc do not hesitate to contact this division. tz 1. 1 Michael C. Chase, E.I.T. Interim Town Engineer s t r w � 2 t rl " A ga IMP IJ L MP t. ie OA k fit_» W p t E x t a » x ro t Engineering reserve$ the to =ke gddilioa comments as new inftmation, is submide(L If you have any questions OeAse db not hesitate: to contact diis division. � — ^John G. Decker, E.I.T. Michael C. chme, E.I.T. rOpwU76��-W catfaWto'�._- _._ '__ 0 REINHARDT ASSOCIATES -architects # engineers e interior designers Pianners AN 21 Ar-1 9" 09 June 21, 2007 ICb E Conservation Commission Town of Agawam 3 6 Main Street Agawam, Massachusetts 01001 RE: Notice of Intent for Agawam Senior Center 954 Main Street, Agawam, MA Project -No. 06-1906 1, 11P Z' Qf 11 .94 pffil _ SE IT ' Center in 6c Towfi� a Agawam, The N01 describes the proposed work within the, &At zone to a borderi�y*tateilvefland. the Depattn� of Ehvit�cntil Protection "algatetl with UM Chapter 13 1, Sotion 40. Ulf rr*Ti 1 0 M 1JMQM ijj� iT;V�?JCMQM&YA (17 IF Should you have any questions regarding the enclosed materials, please do not hesitate to contact our office at your convenience. Sincerely, Richard T. Mitszek, P.E. Senior Civil E ineer Encl. co: DEP-Westem Regional Office, Wetlands Division (*] ) Natural lferiug and Endangcred�$pocjes Progran� (*4 K A. Cohen, Mayor R� Theroux (etcl) D, 6obdrhab II I II "r 1r r. ��.+ � + rya F•r + r + r r F+ 1r r r + TO planning Board FROM: Fire Chief Stephen At Martin DATE: June 11, 2007' IRE: Site n- Agawam Senior Center The dare department has no objection to the site plan for the new Senior Center* . IE r:. d r ".:r a it r `: r. '. ', :r r :1: r i +: r l,. r.•r I �... the building if neede,d in the reat Our ambulance can receive a patient on either part of the building, but the portico offen protection from the elements and less vel time for the patient on the stretcher enroute to the ambulance. +IM. Martin 05/18/2007 08:39 7868699 0 0 REINHARDT ASSOCIATes Arcftteds - anotoors � lr"Oi designers * planners To: File Data: Maier 14,2007 From: R. Misia6z File, 05-1906 cc: D. Goodmlg_ M. Hatcheft Re: Meeting with Town Planner Agawam Senior Center Following are oornments, suggestions or "Wrorrients from the above remtehtw meeting: 430 main Street o Agawarn, MA 01001 -1827 o V. (413) ��88460C) e FAX K13) 786-1369,g AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: June 18, 2007 DATE RECEIVED: June 6,2007 DISTRIBUTION DATE: June 8,2007 PLANNING BOARD MEETING DATE: June 21, 2007 APPLICANT INFORMATION 1. Name of Business: Agawam Senior Center Address: 57 Wright Street, Agawam, MA 01001 2. Owner: Town of Agawam Address: 36 Main Street, Agawam, MA 01001 Telephone: 786-0400 Fax: 786-9927 3. Engineer: Reinhardt Associates, Inc. Address: 430 Main Street, Agawam, MA Telephone: 786-9600 Fax: 786-8699 PLAN REVIEW Scale: I"= 20' Date: 5/30/07 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Address must be placed on the plan. Description of Project: Proposed construction of a new two-story Senior Center. The size of the building must be provided. Site Plan Review Page 2 Description of Site: The site is a 1.6 acre lot which formerly housed a funeral home. The site slopes fairly steeply to the present Senior Center which abuts the property to the west. There are no wetlands on the property, though the drainage system may outlet to a wetland which is off the site. Provision for Traffic Flow: The plan shows two curbcuts on to Main Street. The width of these curbcuts must be shown on the plan. The northerly most curbcut is an entrance only, the second to the south is two-way. The site also has two curbcuts into the driveway around the present Senior Center. The width of these driveways must also be shown on the ,plan. Since the traffic flow around the existing Senior Center is one-way in a counter clockwise direction. signage and pavement parkings must be used to prevent confusing from those exiting the site to the west. Parking: The legend indicates that there are'135 parking spaces (116 regular and 21 handicapped accessible). These figures do not add up. The Parking Guidelines suggest parking space for 200 square feet` of gross floor area. Without the square footage of the building, a parking analysis can not be conducted. Drainage: See Engineering comments. Public Utilities:: See Engineering comments. Landscaping/Screening and Buffers: The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." An opaque screen of either a continuation of the arborvitae and/or a fence should be extended along both the north and south property lines where they abut the residential properties. Sign Location: Wall mounted sign. O.K. Exterior Lighting: Cut sheets and dimensions of the exterior lighting must be submitted. The lighting must be shielded and directed so as not to shine on the adjacent residential properties. Rendering or Elevations: O.K. Dumpster Location: O.K..- Other Comments or Concerns: ita TO Engineering Dept., Police Dept., Fire Dept., ADA Committee FROM: Planning Beard SUBJECT. Site Plan - Agawam Senior tenter - Main Street DATE: June 8, 2007 Please review and comment on the attached Site Plan for the Agawam or Center prior to the Board's June 21 meeting. Thank nn; AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Building Department 36 Main Street Agawam, MA 01001 1. Name of Business_ Agawam Senior Center Address 57` `Wright Street, Agawam, MA 01001 Telephone 41_3-821-0604 Fax 413-789-4092 2. Name of Applicant/owner Town of Agawam Address 36 Main Street, Agawam, MA 01001 Telephone 413-786-0400Fax_ 413-786-9927 3. Name ofEngineer/Architect Reinhardt Associates:, Inc. Address' 430 Main Street, Agawam, MA 0100`1 Telephone 413-786-9600° Fax 413-786-8699 4. Please give a brief description of the proposed project: Erect a, new 2-Story, wood framed and partial brick ireneer - Senior Center Building. M ---# to Ca E U VFZ < 'O-'Et'W'-D- Cn JUN 0 a 2007 u d 8n4/03 A J Archiletts Engineers Interior designers Planners 4 430 Main $troet Agawam, MA 01001IA827 t 413-78"686-8!.« E-Mait rnail@reinhardtas��oG.COM LEE City of Agawam Office of Building Inspector 1000 Suffield Street Agawam, MA 01001 PLEASE • ARE SIENDIN43 YOU 0 tubmittals/thoporawings In 060of Letter 0 Letter of Transmittal DATE' 5131107 PROJ. NO., 06-1906 ATTN: Nick Urbanati REF: New Senior Center Agawam, MA (Z Attached El Under separate cover: HandDeliver ed 0 Pdnts ❑ Samples 1D Specifications 0 other: Hand Delivered DESCRIPTION In= Site Plan Drawings, Elevations, Color Rendering and Site I Lighting Catalog Cutes I AgTIQN gQDES: I For Approval 4 For Review and Comment 7 Comments Attached 2 Foryour use 5 No Exceptions Taken 8 Rejected/Resubmit 3 As Requested 6 Note Markings 9 See Remarks Below —1 Attached are for Site Plan Approval 93 M E CFIV ED X SUN 0 6 2007 Fn IkVliklf BOARD < PLANI 14 i IX Q Ln or, COPY TO: SIGNED: File My -Ron Hatchett, Project Manager MMENM= 11 Dear Mr. Sealander, As you will note, your e-mail concerning the ligl Center has been forwarded to my office. The Site Planning Board contained a lighting contour plan little, if any, light should spill off of the sit make sure that all the lighting is shielded. As information, I will provide it to you. The Plana enforcement power. The Building inspector is re4 approved Site Plans. If what is in the field doe approved plan, we will ask Mr. Urbinati to enforc If you have any additional questions, please do not hesitate to contact one., Deborah S. Dachcs _----Mar ginal Message --- From: Barbara Brizzolari Sent: Wednesday, November 12, 2008 9.02 AM To: Deborah Dachos Cc; Isealandereric@conicast.net' Subject: FWSenior Center -----original Message--_-_ From: Barbara Brizzolari Sent: Wednesday, November 12, 2008 8:58 AM To: Iddachos@awawam.ma.us' Cc: Isealanderericgcomcast.net' Subject: FW: Senior Center Hi Debbie, Per Nick, I am forwarding you this citizen's request, due to the fact that Planning approved the plan, therefore the lighting. Any questions, please contact Nick. Sincerely, Barbara --- - -Original Message,-- - From: sealandereric@comcast.Tiet [mailto:sealandereric@comcast.net] sent: Monday, November 10, 2008 6:01 PM To: Barbara Brizzolari Subject: RE: Senior Center Hi Barbara, I just wanted to see where the lighting issue stands at the senior center? Also, do you know if the lights will stay an all night or just a select few that are on the perimeter. I do still have a concern about the lights, especially since tonight they are on, once again very bright and no privacy. Please let me know when the Certificate of Occupancy is given or if it has been given already. I would 13 Dear Mr. Sealander, As you will note, your e-mail concerning the lighting at the new Senior Center has been forwarded to my office, The Site Plan approved by the Planning Board contained a lighting contour plan which indicated that little, if any, light should spill off of the site. I am also checking to make sure that all the lighting is shielded. As soon as I obtain this information, I will provide it to you, The Planning Board has no enforcement power. The Building inspector is responsible for enforcing approved Site Plans. If what is in the field does not conform to the approved plan, we will ask Mr. Urbinati to enforce the plan. If you have any additional questions, please do not hesitate to contact me. Deborah S. Dachos Message ----- From: Barbara Brizzolari Sent: Wednesday, November 12, 2008 9i02 AM To: Deborah Dachos Cc: Isealandereric@comcast.net' Subject: FW: Senior Center .� original message ----- From: Barbara Brizzolari Sent: Wednesday, November 12, 2008 8:58 AM To: Iddachos@awawam.ma-us, Cc: Isealandereric@comcast.net' Subject: FW: Senior Center Hi Debbie, Per Nick, I am forwarding you this citizen's request, due to the fact that Planning approved the plan, therefore the lighting. Any questions, please contact Nick. Sincerely, Barbara -----original message ----- From: sealandereric@comcast,net [mailto:sealandereric@comcast.net) Sent: Monday, November 10, 2008 6:01 PM To: Barbara Brizzolari Subject: RE: Senior Center Hi Barbara, I just wanted to see where the lighting issue stands at the senior center? Also, do you know if the lights will stay on all night or just a select few that are on the perimeter. I do still have a concern about the lights, especially since tonight they are ononce again very bright and no privacy. Please let me know when the Certificate of occupancy is given or if it has been given already, I would .0 like to speak to the persona to see what the codes or ;regulations are addressing lights.. Thanks Again, Eric Sealander 413- 2-S303 -------------- original message ----,------_--------.--- From: Barbara Brizzolari < rizzolari@agawam.ma.us> > Dear Mr. Sealander, > I showed Rick Bosini-, our electrical inspector, your e-mail. He said that when > it comes time to issue the; Certificate of Occupancy he can address the lighting > issue at that time. If you should have any other questions or concerns, please > do not hesitate to contact this office. > Sincerely, > Barbara Brizzolari > ---original Message----- > Fromt ,sea.landereric omcastrnet [maid.to:sealandererict co cast.net) > Sent: Wednesday, October 01, 2008 5:47 AM > To: Barbara. Brizzola.ri > Subject: RE: Senior Center > Barbara:, > > I noticed this morning that they turned the new Street lamps on at the senior > center. Hove can that be to code? The lights shine brighter in my windowa then > they do on the senior center. Iwoke up this morning and thought the sun was > out. This is ridiculous. what's the point in having 1,000 lights in such a: small > parking lot? Im very disappointed in the city that they feel such lights are > needed. these lights are brighter then the route 159 street lights. There goes > my privacy...., > Please let me know if there is anything the city can do to curtail the lights > used. > Eric Sealander > 413- -0303' -------------- Original message-u-__--------_------- > From. "Barbara Brizzolari'l <bbrizzolari@agawam ma.ue,> > > Bear Mr. Sealander, > > I am forwarding your e-mail to the engineering department. They are the > ,> department that would be able to help you. If you need anything else, > > please do not hesitate to contact this office.. > > Barbara Brizzdlari > > ---original. Message -_.--- * > From: sealandereric@comcast.net [mailto.sealanderericacomcast.net) * > Sent; Wednesday, April 23, 2008 8:14 PM * > To: Barbara Brizzolari * > Subject: Re., Senior Center > > Thank You Barbara. > > Could you please enlighten me on if there will be a privacy fence on the > > perimeter of the Senior center land? This would be very helpful to know. > > Is there a plan that I could view for this project? * > Thanks * > Eric Sealander > > -------------- Original message ---------------------- > > From. "Barbara Brizzolarill <bbrizzo1ari@a9awam.maus> > > > ---original Message----- > > > From: Barbara Brizzolari tmailto:bbrizzolari@agawam.ma.usI > > > Sent: Wednesday, April 23, 2008 9:37 AM > > > To: bbrizzolari@agawam.ma.us > > > Subjectt RE- Citizen inquiry for the Agawam Inspection Services * > > Dear Mr, Sealander, * > > Nick Urbinati, the Building inspector, called Reinhart and Associates, who > > > are the engineers for the Senior Center, regarding your concern and Myron * > > from their office said they are in the process of working on the dust * > > control, Hope this helps with the problem. If you do not see any * > > improvement this office suggests you call Reinhart directly. > > > -----Original Message--- > > > From: bbrizzolari@agawam.ma.us [mailto.-bbrizzolari@agawaTn,ma.usI > > Sent: Sunday, April 20, 2008 9:10 PM > > > To: inspection_s s@agawam.ma.us > > > Subject: Citizen Inquiry for the Agawam Inspection Services * > > Name: Eric Sealander * > > Subject; New Senior Center * > > Address: 970 main st * > > email: sealandereric@comcast>net > > > Phone: 1-412-455-2920 > > > Comments: I just moved here last June after the New Senior Center was > > > approved.I have a few concerns with the lack of Dust Control on the site > > > with the warmer weather arriving I am unable to open any windows due the * > the * > > fairly constant dust swirling around with even the slitest breeze I hope > > ;> there is something the contractor can do soon to keep> the dust under * > > control, the other concern is if there will be a privacy fence erected * > > something other than a chainlink fence the reason for my concern is during > > > the day and the evening hrs. I anticipate there will be some fairly large > > > volume's of people and Automobile's leaving and arriving at the center I > > > would like to maintain some sense of privacy while I am home or in my > > > yard.The parking lot lighting is also an issue I assume there will be > > lights > > > on all night and a police presance patroling the lot at night and I would > > > rather, not have headlights protruding through my windows of my home I know > > > these are late in coming to you but could someone please take this >-> concerns * > > into consideration and contact me with any plans the Town my have to * > address * > > these problem's. Thank you Eric Sealander > > > ------- * > > Sent from IP Address: 68.118.239.91 * > > Date/Time., 4/20/2008 9:09 PM 11/13/2008 12:25 14137868699 REI44ARDT ASSOCIATES PAGE 81/17 'WRIVEZZ-ANHAROT A�SSOCI^T A architects 0 engineers a interior designers & planners No., PlAges f jini Cover)-. 11 Dalia.- November 13,2008 170. 16boll Dalich", Director Company Mill of Plarming & C6*i6irnjunity Development Address: Agawam, MA F4X Phone No.: 413486-9927 Sent Oy My -Roll Hatchett "ell N16mel: NOW Senior Colitew Locatil Agawall MA ProjectNil 05-1906 Remarks: I The documents accompanying this facsimile transmission contain Information from Reinhardt Associates, Inc. vAlch may be oonfidentiall and/or privileged. The Information is Intended to be for the use of the individual or enifty named above. R you are not the lrftnded recilplent, be aware that any disclosure, copying, distribution or use of the contents of this InfoTmation is prohlblited. It you have received this facsimile in error, please notify us by telephone inutedistaly. Thar* you. TEU 413,786-9600 0 FAX: 413-796-8699 * EMAIL: mhatchatt@rainhardliltassoc-com 11/13/2008 12:25 14137868699 REIN ASSOCIATES PAGE 03/17 11A:2KRFlM-"M-MM=M � OastAo"hum nmiul. J.qq RPM CostAUrh" Lumhcft "a Ond Royast movkv (6)1/4'SocketSot,04rows —,P-mw- --ft- 4NO 3"0.0, x Th Tehom =a opftnd Mwin Elecift Cat SuftnType(Pgo) akk Otroonnoct PLg M It Im M- rel 35 150S MOG AM GR3i 120 cl, -22! 1 L= U ANBK HS I T NA • E-30 11/13t' '0 12:25 1a1 786869 Cast i Posts ed shAfts mm .fp sP-EIAllQt4 W The lighting past sham be aA olum-dmur , oha-preoe constn rm U tfh d bw pmft octcoono bom d%fqn, 1t -.hcln "Us Sfroot Loops' 00hilog riumb sr PPR COI & & HOWS be heavy ucA coppeFfto. cad cktNryum d from cortifed MM 366.1 for ASW ID-1or Ashur VA4,& 1he +offs shd0 be aftcl rd alumlmjm, 6D61 clov, ternpored to a 76 condOlon. AN hardware shalt be tamper reWant stchlm *el. Anchor bolts to be cwwpk tety hot p SZEMS08MCM lhe:shcO M be double wokled to iho bay cWhq and shlispOC cs cm Occe for um Onxtural Irstppiy. The Phodt laA on c4rcu tt1 w~ kiddo the brew ; g eft the top ofthe d "w mdernafy where *-4 : oft lho bone- d welds bolow 8' shtdl be prouhd $Tnooih. AA wv+efdhg sfittfl be per A?MIAM Dl .2-SNP. AN woklfin dxg bo coM#eal per S4etfon 5 oP AWIIAWS 01.2 M liffct base r 4 — ! � .«. t - M.. 11 / 1.3/ 2008 12:25 14137866699 REINHARDT ASSOCIATES M D :. 10 Y:. :.-: f R - its ANCHORAGE GUID ORf:: Ca ruurA,l m t�i:l.D. ompoma IyAlhll$lak*t =s9tii Crud BcAkM l°igi shg — p -•[ opibnai photo EII t Wftn' pf1 (01/4"Sockni' krews®-mow 43 kDboormctPlug ,did 1 .511O.G. x3'hTeMM I Fill •LI :•.,..,: 1. L;..L: a°.° .,+ 4. .. 6.•,11 'el.+. a. , - 1?! :. : 4"4.:i.:1... �. •,1..", rrt . ! +:1... i, ..+ � + "d "!!• M.: � F 1 11 #.® 1,+ It f.. 1.@tr• ". • C .- .. ' All,. • . .. _::.:. r _ .- _ , IW pl a .n, ':a •.+.�! I Ir.; ^,all,. wi a p aW p as f.?0 11/13/2008 12:25 14137868699 klzz�� I P-MEW III I III 'I � 12" oct. base WC01212S4*Ah PXCO1212SS*ft FX'CO121IF4*0 P)(CO1212i'Skft MV) SrK)ft 61COO, tmobft 9WO 14, 10'. I For flhVh "cfl000ro and color opftm me 'FlAW:401lon In catcA09. ANT10tt,$itfLet Lam s 11/13/20e8 12.25 14137868699 REINHARDT ASSOCIATES PAGE 09117 CENTURY OAK Sedes Cast Aluminum Posts —QRQERj—NG INFORMADQj� c Wa moffwwo" iho best subvowmad% md WO I 4xmnoiii PX tbm iz 64 *NaK covont SHAFT TY t s. 4.0901r. J"hk w qw F6 4146d 00 Muted RecqDtaclem BaWwArtna RoWalo Homrs Sl�nacudom LOOM ftmg� & Acmmkm so~ h to cdcloa at com- tact Anftm Mmj& Lamps) 4 f.T;Imm =11119=0 ond c" m1fam me Rr,&* mpcNm ft com:*ap ew TO emy m qw rm, W 10 M On 101 - I'll, - ]"101- lu i (� i . .. �� i �� 11/1312008 12:25 14137868699 REINHARDT ASSOCIATES PAGE 11/17 ScAoted, Orm roboo Act*. Howagonal Lam, Porcokih wgto or *4*An 9we Sockot (6) 1/41,%ckntSpt&-,raw: 4*0 --3w- 310-0,w3lh TqDMn Bo ai 7=7 ago Exomple: KW36 75H MeD ACS GR6 120 ANOK PEn I I te 11/13/2008 1:2:25 14197868>699 REINHARDT ASSOCIATES PACE 12/17 i txtmded 4 1 �y ct base k. a ! ! e MAC0121234ArAftPX001212$601ft ft P a vvoh s"aff jrcft t - t �. e r ♦ a ...rt„ A ! A A baw 1hp shaft dame W shall ba W. (see backpago) Ai the, top bf' ffw . 3" 0.0. x 311 tenon **h a shall bey provklad for nwurftV Mr (InIAh lftodons and color opilon n0a Mn 1t, P1 11/13/2008 12:25 14137866699 REINHARDT ASSOCIATES PAGE 13/17 CENTURY OAK S"Xies 6�t MwW�m ght ORNEo -RINQ M-QRM-MQN '01. P',.. mmlzl�� MOM car Z ldAepnt r4f or %d (m* 4" Shcft TWA ED 1-9m R 14137968 99 14/ 17 M 11/13/2009 12:25 V. 14137868699 REINHARDT ASSOCIATES PAGE 15/17 WA VND JJOBr O�wpivt SENIORELA myp PART: WV 50 BACK i4M TOP VIEW I PART., WV 50 19,9450. o1v 3 rl", FRONT Ew R,&bE MW 5aedlfcatione Bronze Die -Cast Aluminum HousIns Clear Tampered Gina Lens ETL Listed Wet LocaUon Lamp Included E got LankaProduct imp-im vvv50 1) 5UW HKS WV100MI-14M (1) 1 Dow MH M70 1) 70w HIPS VVV175MH-MVA (1) 175W MH wV100 (1) 100w HPS %W126XE (1) 28w TBX wV150 (1) 1 50w HPS WV132kE (1) 32w TBX VWSOMH-MTH (1) Sow MH' VW142XE (1) 42w TBX VVV70MH-" (1) 70w UH ' VW157XE (1) S?w TeX Fact"X19Mff9RiQ2§29E MT mufti -Tap HPF High POM Factor' PCL Photocell TP Tamper Resigant F FUSed QRS Quariz R@sWka - Less -QZ Lamp QZS Quartz Scdcat Offy FlnlshM: All Pointed FbIshas Teron Lighting, Inc. 33 Donald CW9 Fairfield, OH 45014 PH (513) e5B-eoo4 FAX (513) 850-6038 E-mail saWMeranilldhtcorn V*bsite www.teronflaftc I magridtle 13allest Plod ins n Na: %KaA& N Remote Mount Be" 26W - 42W Electronic 13005 Replacement Larb Past No: Weieland Glass Mu 37052 Note, PhatoMehic3 available upon request. AMb cnLp us Li Teron Lighting, Inc. 11/13/2008 12:25 14137868699 vorftl Cone Raivinwq PI%M L" =11W Apan MiUstmnnt Sp" PP" ono REINHARDT ASSOCIATES PAW 16/17 IJOB.- AQAWAR SEN15WERIM TYPE OC sumod N) P632 JLA�32 R2 INT LP Medium Beam DNW 26W is Tube Lamp 7w, b6imbld Aperture F ii I, I A, I0 The t0fleddre and a eir P or 0 ip for I maximum pellonnis Imum 'I ass Ballast and laffib so a M below. FlInlih 71* before bft pair6d optical matle black i6i control of ami Wit leaks. F01tybiectronic, mlompirpoes3or co*olled with vadeble Rated for > 50,000 AM, 46n4w ZAA==-=%�IL -ection 7- Aocessortes F Rae� EIZ G told cone. RS m0s. H Mocha come. AUG IdInAl-10" I P Giraphite cone. WHT Whits Complete tHm. T -r,64�171 cone. VW �Mt 06ft bellso. W Wheat cons, LS LampsNold, Y Pewier oone. UP pr1=10madmilir Z Bmrit6 ddrsa� S S�firfthev add S before cobriettart eg. B operation for 90 minutes. Specify volts. Matching Units Wide beam dowrillgfit Page P4 Wall washers Pages pal, P32 Cross baflled downt4ft Pages P21. P24 Surtace cylinders Page P41 1* Click for link to paw in blue. kurleeii vormari 3 Kull Verson Gornptiny Point Soums Lighting 11/13/2008 12:25 141371368699 REINHARDT ASSOCIATES PAGE 17/17 o s Aff)VVJ CatMi4e raad►lt .IAA AlOWMV0 VR4=WGTRT 120 list" TXFa IEATIIIIES & SPECIFICATIONS SUVOR GENM OD utl use ORDERING INFORMATION " :� IN***pPNd W k w' tee +�rMrenNr x erd r mn ra capo► m "mho "umber, VM Two JNI! ett o lamp"' fitlsrtit M ane sw twPn-tabe lamp Wp Vm Tor W bonmbo leap+' 13YT Ofto, 12W W be 1 VIM Two 11W twin-whe lawn' 13d" Om 13W double owin,tubm temp VIYOTY T+ WO doiwle TWIRObs lamps INOV One !WV doublo Wri- tha lamp ZBfti TT Two low double ibm lamps Ono 22W dalrhla Wri-tdbm lem plx 0TT Two 2%W double fMn-lobe lampsrO ITT Oft 29W d' tahe I#Mp TJ2 TY Tom ZSW dotible lwi-wbt lamps 11n One Zp N doable tWm-tuba iamptr VZ Tuna -tube lompx' T Twti Dipim'tufto lamps 32TRY fine 3zw OM Ono 42W al p tuba loom Acmutlifts thdnr It .•SPAMW gomfro mmbcm, How -Woo, r W. Tom M0, for temper- re►f m tt 3crows"wfd11 tortlet mfoct phi, W TAM Tour 711M strawdrrrrr for two V00 fern er- reelaant scrom +Viola twor rejeca pot, a e � Ettempte: t+Mr1 MA�tpiT IA tfstnadc maltei imituilles to f xilee LPI l,emplsl loofi Nt;iTcethooete Ak Ahumnotom hatWoos bltulnderd# 09 DOW mrltabinqLAP l.m W"I a ElnmencY c'mutt IRacoadwom- - 25W Vowltar�a flu GIM 1ON ff"rnal fv*bkw ftelolf bloa of 1u 7 10 kw*n al rrfNcmr 367 UL fbgltftht ffn' scem - iW MaOV 11111ff1f:1' 4S Nut wr^nun per un+t CSA CSA CoWed siwwnwxbw toll Stool atanmiun born, 04 CO Stool m mibr box wM convepienoc outlot Erg Ts1 Stool Waftlort how WO tti ;e Cn E04 FEW Stool # mmemn Ww *M pbottooldebic toll tlVVI 04 FM Stull efienvion, box vkh phomoloeffe tall MM PVM steal vorotatl oftmal �l.-r nnT.fi: f to wisp a, z-Fin 19A4lrmso imwofth is a 16r MT W4 111T tap"at aoetedng bw a„r Am Vmh■an 11~1% 120 and 2n v* L" eyf dkom t Matt +prat+ +elwng& Pot rrr4W6 whh ►I MLt a rw OwKnam utmiWon lmme otAW."ddd At ML 6K Al T Lamt0mi lr%luded aniaen rr+alaOO W. lOnWoar and 'Spatial Einr momsifhl Shell! 1k "If R p 14- MEMO TO Engineering Department FROM: Planning Board SUBJECT: Preliminary Plan - Lango Estates - Rowley Street - Benjamin DATE: September 20,,2007 Please review the attached mylar of the Preliminary Plan for Lango Estates to be sure it ready for the Board's signatures: DSD.prk Town 36 Man Street Agawam, Massachusetts 01001-1 37 Tel. 413-786-040 Fax 413-786-9927 cp June 22, 2007 -ZE - T �c Rey Benjamin : 49 Oriole Drive Feeding Hills, MA 0103 Dear Mr. Benjamin: At its duly called meeting held on June 212007 the Agawam Planning Beard voted to approve Preliminary Subdivision Plan entitled "tango Estates, Preliminary Subdivision Plan Aga Massachusetts, for: boy Benjamin, 49 Oriole Drive, Feeding Hills, MA" prepared by D. L. Inc. and. dated May 14, 2007 with the fallowing condition. ■ The comments contained in the memo prepared. by the Agawam ngin Department dated June 21, 2007 and attached must be addressed. An original of this plait must he submitted to the ;Planning Board for its signatures. If you have mw questions, pleas; contact the Planning Office at 786-0400, extension 283. Sincerely, Dennis B. Hopkins. Chairman Agawam Planning Board cc': Clerk Engineering D.L. Bean, Inc. File TOWNOFAGAWAM DepafO"t qfPubfi� Kof*9 1060SuffiddSireeti �{ i 1i II 631 t.,t V.1 1. a t. 1 ..! a.'1. MEMORANDUM John r ! DPW r 1 1"' Date,- June 21,2W Per ! _ r _,,# .. ! • W. - ` i the 1 rl i s' ! r `1 i 1 i r. i "'r ! s i Scale- 1 17�4501; A L teaa Inc., 40 School stve� v6stfi" and *& have the fbIl6wing r r it . 1. Ile sight distance fr.r the r.. A Y ! N,. a - r a. r 4. a ! r :commeatsr.. fbrthtoming. 2. A note shbilld be aid&d to the plans stating that the,- c6sfiqg�p� and bushes at 141 Rowley Street are to be -d { -# Sight3. distance 1 ®:-.1 r.- _rr. for lot 1 asimeR a•�y:...�r lot Where the existingbouse is to remain. r 4. The rIan showsprqpr onn drainage system wae ipssee 04ts^ applicant r shoul&cottact Tdilhesset Gas tocoordinate -,e l.d.,ag--r ....^:s I' • to meet _ "..F ! ' _ _ . Please5. connect pqpsedsidbwalkto the r..... , i11[' ea"-s:'f# side o®r - Street; require installing an ,rr r! -Xsetof M :rr M Sincerely, 11 Civil Engineer I to mAe additional in6mamion is s6raitted. it you to Contwt this r - * l:. 06121/2007 15:18 FAX 4138210531 a 9002/002 TOWNOFAGAWAM Dqaroyteot KIM( Planning Board - John St6ne - DPW Swt; file B*AeoAng j�t� 21, 2M Agawam, MA 01001 Fax (413) 8210631 superintendent 141 Rowley Street Per your requestU&eoring bw reviewed the preliminary tt!Wi�on Oah enutle& ��p Estaws 1),relivivary Sii"i iioo Plan-, For: $py Benjamin, 40 oii6le Dt Feeding Hilb, MA; Date: Mq 14, 2007-F Scale: V-50% D, L. Bean Inc., 40 &bool Siroe�, *o. M athusoft" and we h�ift ft Mowing 66011�1 1 Sishl Di tote Com—nents: General 9ppments: W ,ease d6 to itge to contact thi� division. A V, �=WA Do� EIT. Michael C. Chase, E.M Civil Bogincer I ldtoii� lvtogiteor sAgubdiiWago cstgftsWrwmoAmcmo I.doc v Reviewer- , 6t007�Mx st. 1! Planning 1/07 Board :- x a s #BnAl ai6tion ulV 19, OFFICE OF PLANNING G COMMUNITY DEVELOPMENT PRELIMLSAIMPLAN REVIEW Name of Appl t _ Roy Beni amity Address 49 Oriole Drive, F. Hills ,Address of Property: easterly side of ltowely St., approximately 1701, 1 from —tteName of Subdivision Lango states at xag street Number of Lots 9 Deposit $75.00 ere JiminapcPlan Conteat Statement of interest in Iand Location map of site d surroundings 0K. Environmental Study. 0. K. Relationship to zoning,Master Ilan, etc Existing topo, water table, etc.. Waiter table information not provided. Impacts of proposed development Waiver requests at-tached.. Other Lot survey with existin easements, abutters, zone lines, and existing streets; Abutters to souk do not appearcorrect." Topographic Plan. Existingcontours at 2" intervals 0. K . Environmental elements O.K. Proposed streets and lot lines . O.K. Sewage, water, and drainage O.K. SUBMITTAL L INCLUDE: ONE (1) ORIGINAL AND. FOUR (4) COPIES List of Requested Waivers Section 1 -8 . () Waive the requirement for the 300 separation between streets and allow 185 feet more or less to Keating Lane. Section 159- 13. (a) Waive the requirement of the road he no longer than 500 feet and allow 565 feet more or less. 4135622091 D.L. BEDqN INC. I * 952 P03 JUN 19 '07 09:09 I pt� 141 Rdw* Stfeet� Ag4wara, Massach�. Wi�eis *�Oy made to a Plan trilitled "Definikive Subdivid6n Apwam, MassaaWWW" DmDwed by D*L Beani Ift. Suftyurs ud Engthedrs 6zt4 !W and ftcorded in the Aam� Cmi* XO�Oy of Deeds Book of Plahs llan,!- as a sealed ihAn� as of tht 6y and year firA 6ovt wd�. Sigoed this day of Aot 2007 MORRIS STEVEN H L/'T KI'3PYSCINSN I THEO?DORE RE KE JENNIE 140 ROWLEY ST 200 ROWLEY ST 188 ROWLEY ST AGAWAM, MA 01001-1629 AGAWAM , MA 01001-1638 AGAWAM ,-MA 01001-163E Parcel ID: H13 8 1 Parcel ID: 113 1 12 Parcel ID: 113 1,13 BEAUDRY ANGELA M FIELDSTAD LORI A BARBAR MARCIA- 182 ROWLEY ST 176 ROWLEY "ST 1701 ROWLEY ST AGAWAM , MA 01001-1638 AGAWAM, MA 01001-1638 AGAWAM, MA 01001-163E Parcel ID: 113 1. 14 Parcel ID: 113 1 15 Parcel ID: 113 1. 16 LACH MILSNA L.TEN. PALLGTTA L ' MORRIS STEVEN H 164 ROWLEY ST 15 KEATING LANE 140 ROWLEY ST AGAWAM, MA 01601-1638 AGAWAM , MA 01001-1618 AGAWAM , MA 01001-162S Parcel ID: 113 1 17 Parcel ICE: 113 1 18 Parcel ID: 113 120 MORRIS HERBERT + LUCY MORRIS HERBERT E + LUCY DAMATA PAUL 3 140 ROWLEY ST 239 ROWLEY ST 105 ROWLEY ST AGAWAM, MA 01001-1629 AGAWAM, MA 01001- 1623 AGAWAM, MA 01001-1622 Parcel ID-. 113 1 21 Parcel ICE: 113 4 1.2 Parcel ID: 113 4 13 RONDINELLi PAS UALE L]T R NDINELLI MARK A POLASTRYADAM R 171 ROWLEY ST 187 ROWLEY ST 49 ALLISONN LN AGAWAM , MA 01001-1622 AGAWAM , MA 01001-1622 WEST SPRINGFIELD , MA 0 Parcel ID: 113 4 14 Parcel ID; 113 4 15 Parcel ID.- 13 4 2 D' AMATOi PAUL 3 + WESTERN MASS ELECTRIC CO MORRIS STEVEN H LIT 108 ROWLEY ST" 174 BRUSH HILL AV 140 ROWLEY ST AGAWAM, MA 01001-1629 WEST SPRINGFIELD , MA 01089-1298 AGAWAM, MA 01001-16 S Parcel ID: 114 1 1 Parcel ID: 114 1 2 Parcel ID. 114 1 3 RAMAH REALTY LLC D' AMATO KATHLEEN ANN D' AMATON PAUL J" 127 RAMAH CIR SO` 105 ROWLEY ST 105 ROWLEY ST AGAWAM , MA 01001-1560 AGAWAM , MA 01001-1622 AGAWAM, MA 01001-1622' Parcel 1D: 114 5 13 Parcel ID,- 114 5 14 Parcel ID: 114 5 15 ERSEY ROBIN STATIONERY -PRINT COM INC MIJCCIO SHIRLEY M 267 SHOEMAKER LANE' 3200 143RD CR 166 FEEDING HILLS RD` AGAWAM , MA 01001-3615 BURNSV'ILLE MN 55337 SO}UTHWICK , MA 01077-9 Parcel ID: 114 5 16 Parcel ID: 114 5 17 Parcel ID: 114 5 18 TENNESSEE GAS PIPELINE COMPANY' MOREN GARY E MONCCIOJ SHIRLEY PG BOX "4372 101 RAMAH CIR SOUTH 166 FEEDING HILLS RD HOUST N , TX 77210-4372 AGAWAM, MA 01001-1560 SONUTHWICK , MA'01077-5 Parcel ID: 114 5 27 Parcel ID, 114 5 28 Parcel ID: 114 5 36 POLYS JO; aEPH J CHAMPAGNE RO)NALD' UNGHIRE JOHN F JR, 10 TRACY DR 36 RUSSO CR 44 RUSSO CIR WILBRAHAM , MA 01095-1928 AGAWAM , MA 01001.1542 AGAWAM, MA 01001 Parcel IDS, 313 1 12 Parcel ID: 313 1 13 Parcel ID: 313 1 1 UNGHIRE. CHRISTOPHER N POLYS JOSEPH J RONDINELLI JAMESP 44 RUSSO CIR 10 TRACY DR 211 ROWLEY ST AGAWAM , MA 0100d1 WILBRAHAM , MA 01095-1928 AGAWAM , MA 01001-1622 Parcel ID: J13 1 18 Parcel ID: 314 1 14' Parcel ID: I13 4 17' RONDINELLI JAMES P' 211 ROLEY ST AGAWAM, MA 01001 Parcel ID: 113 4 18 Town f Agawam 6 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 41 -7 -9927 PLANNING BOARD June 11, 2007 Dear Abutter: Roy Benjamin has submitted:a Preliminary Subdivision Plan entitled "Lango Estates" to the Agawam Planning Board for property located on Rowley Street. This parcel of land contains approximately 10 acres and the proposal' is, to subdivide it into nine () lots. The Planning Board will he reviewing this Preliminary Plan at their meeting on .bane 21, 2007 which begins at :30 Ply and will be held at the Agawam Public Library, 750 Cooper Street. If you have any questions you may contact this office 7 -0400, extension 245 Sincerely, Dennis B. Hopkins, Chairman AGAWAM PLANNING BOARD ..late, bib) U j To the Department Officer making Payment: Deceived of Bean, Inc. 0 Listed Above $75.00 the sum of seventy-five and 001 75.00 Dollars for the Pre]. plan Filing Fee ending 6/512007 _ for collections as per schedule of this date, filed in my office. Trea rer O Engineering Department & Safety Officer FROM: Planning Board SUBJECT: Preliminary Plan - Lango Estates - Rowley Street - Benjamin DATE: June 5, 2007 Please review and comment on the attached Preliminary Plan for Lango Estates prior to the Board's June 21" meeting. Thank you. DSD:prk Do L. BEAtINC. LA Q ONSUL T 413-562-756fi Fax ` 413-562-2091 Forte Schaal Street - SURVEYORS, Westfield, Mass. 01085 ENGINEERS June 4, 2007 Dennis Hopkins, Chairman Agawam Planning Board 36 Main Street Agawam, MA 01001 RE PreliminarySubdivision - "Lango Estates"' f. FOR: Roy BenjaminAr Dear Board Members:.,.Y. Enclosed please find the following information pertinent to the above referenced pr+ct. 1. Application Form "B" for preliminary approval and filing fee. �,r �` (D.L. BEAN INC. check for $75.00) ; 2. Copy of Letter of Intent to Town Clerks``` 3. Attested copy of the deed to the property, 4 Statement of Interest. 5. Determination of Applicability. 6. Environmental Study. , 7. List of Requested Waivers. 8. Four blue line prints of preliminary plan. This information is submitted on behalf of our client, Ralph DePalma. We would appreciate the opportunity to present this project at your earliest convenience. Thank you. Sincer D. L. n, Inc. Mafc . Shute, Senior Vice President Enclosures MES/ssc' mm 4 EXI5TJN5 COMMUNITY s s BUILDIN6 t SENIOR it oe, CENTER It A M-409.2" 0 INV OUT-4 WV OUTi--4an18' 0 OIA. -�w 10 r 014 0 LIMIT Of: ARCH11 I LINE LIMIT OF ENE3 11111115 JAETLAND FLAC7 F40A r CIA. )AM LINE 14A� 0\ INTIERMOR DESISNEFtS LOCATION (T(P) .411 1 PRWM-r N&A.N1AEsEKfi0*a PAVED WALK t 14 $ LIMIT 0 HORK INE 430 MAW STMEr 7� TP#6 TP#7 ASAWANt MA 1310131 1\oo LWOF '7 MORK LINE_ TM 413.785. 9600 Not T FAX 41,3. 7EIM 1136GO FF 40.8' twe -3 rr woo IrpAWe V \ 0 - I STAW. In MENT i5ilk" DEED BOOK JWS PAGE 1W -,REMOVE EXIST. A AGAWAM Hurw Ai A. TAX MAP K8 BLOCK I LOT 31 VED f A A FEWIE TO wo 004 BRICK KALL. Tp#5 f2j-A- -U 9-/ t VL PAVO WALK > cmsam 'r R-A" Bar (EAST RD GRA101 GRASS 1RR 1 W4 T. MISIASZ K f ax DIA ELEV=489,09' GRASS 466- F CIVIL '.4 467 7. �4 r 57 % WASS ORAS 4 "7 77i: dw, 4 G f 3, io n '�'!Z'7 'j A' A $ ":7 p 'izf $ A, 4 --487 ';g N, 43 "p, SCi 30' E r N, v Ai "'n ED a ON PROJ. NO' 05-1906 100-FOOT PETLAND N, E3UFMR ZONE 3 GRASS Tpa GRASS DRAWN AMS/KrM -485 oil -48" CHECKED. RTM/DCG vow'w"mi - v- 1> V 851i DIA VIA. CIA. DIA, olk mk Zim DIA 'w'm ami 1'2* VIA DATE. 05/30/07 A _Rf- do iiiiiiiiio 12. LEGEND 4iiiiiiiiiiii� mom r if 12. DIAL\ -01 FLE NAha \CIVIL\DWGS\C-1 GRASS 6RA --1 � 1 11-1 1-1 - 08108107 - LOCUS PROPERTY LINE GRASS N, GRASS REV. MASS .i LIMIT 40F CRASS NOW LINE REV: 04130108 - ABUTTER LINE TOW OF ACAWAR DEED BOOK 127JO PAGE 221 TAX MAP K8 BLOCK I Lot 6 TP#2 —495 14' DIAL ARif* = FT. 09/25/08 - MAJOR CONTOUR (5 FEET LIMIT or- 12' DIAL ---496 MINOR CONTOUR (1 FOOT NORK LINE CURB LINE Ito-- 6ENERAL NOTES: PROJECT TITLE- W DIA. 1. EX15TINC7 51TE CONDITION5 TAKEN FROM PLAN OF EXISTIN& CONDITION5 PLAX EDGE OF SIDEWALK SENIOR CENTER q54 MAIN STREET, A67AHAM, MA. PREPARED BY: COLER 4 ' EDE EDGE OF PAVEMENT WLANTONIO INC., 55 B013ALA ROAD, IiAIEST SPRIN6,FIELD, MA 01040, DATED: AGAWW 51 *4 1, APRIL 16,2001. 4 SENOR PAINTED TRAFFIC LINE oa ALL PHA5E5 2. THE CONTRACTOR SHALL PROVIDE PROTECTIVE FENCINO Di PONE% WOODEN rENCE OF CONSTRUCTION. A/CD-M SOC796018 PAGr 2" 30" Om. TAX MAP SLOW I LOT 0 3. THE coNTRAoToR5HALL A59URE THATSAFE AND ORDERLY TRAFFIC 01 - OVERHEAD ELECTRIC LINE — — — — — — Ai r— SAVONIN --4,91- 71 cIRCULATION AT THE SENJOR HOUNN6 COMPLEX 15 MAINTAINED THROL*HOUT 9" Mm STRET OM BOOK 13092 PAGE 96 ALL PKASES OF CONSTIRMTION, AND PROVIDE THE OMER, AND ARCHITECT TAX kii SLOW I LOT 4 GRASS x, T - UNDERGROUND TELEPHONE LINE Iii A PLAN, FOR APPROVAL, TO ACZOHPL1514 TH15 TASK PRIOR TO AGAWAK MA coMMENC,111467 cON5TRXTION. APPROVAL OF THE PLA1415 RE-WIREO PRIOR 416 w UNDERGROUND WATER LINE To ANY ACTIVITY ON THE PROJECT. G UNDERGROUND GAS LINE 2 S 10 GRASS r---- S UNDERGROUND SEWER LINE CRASS LITION, LE6END/NOTES W. D UNDERGROUND DRAINAGE LINE 13 ER 02 RMAWS 4 A.\#*- REMOVE EXISTIN6 5ITUMINOU5 PAVEMENT AND KALK5 IN THEIR (&Rtg ELECTRIC METER Vx@ ENTIRETY To THE LIMITS SHOM AND DISP05E OF PROPERLY. S� REMOVE EXISTIN6 BITUMINOUS CURB IN ITS ENTIRETY AND 015POBE OF - FIRE HYDRANT GRASS 2 PROPERLY. DRAVVM 4A) -04 -- - - - - - - - - 'IN '4 REMOVE EXISTIN5 TREE(5) IN THEIR ENTIRETY AND V15P05E OF - U77LITY POLE WILIGHT f/ 'N PROPERLY. EXISTING UTILITY POLE f % . ........ CLEAR AND REMOVE EX15TIN6 TREE(5),5RU5H AND VE&ETATION TO AW&OWlEM IONS GRASS THE PROPERTY LINE IN THEIR ENTIRETY AND DISPOSE OF PROPERLY. N% GUY MRE :ei i-t-1 2 0 GRASS VC1 N, REMOVE, SALVAiii AND RELOCATE EXJ5TJN& HYDRANTVALVE5 AND 2= 'k CA TCH BASIN 0. AM 4w2j.w 601 1 q f RPM 9 90 ON SHEET r5a CONTRACTOR To REESTABLISH THE No do P w 7, NN�11 Ii BENCHMARK 014 T44E HYDRANT OR OTHER PERMANENT LOCATION. LICH T POLE SFo� PORCE A#Aw T 2 CE, , SA I -------- SEWER MANHOLE mmo I FERM REMOVE AND CAP UTILITIES PER UTILITY COMPANY REQUIREMENTS wv (Typi PLAN r�Awr]IT PA\ WA TER VA L VE ALON6 . 6 LINE AJii NT RIM-45".9' EXISTIN& LI(5HT FIXTURE, POLES AND FOUNDATIONS TO BE REMOVED, ALON& CAAPTTER LI xv OUT-493LV SALVACMED AND RETURNED TO ONNER. *L "49 SIGN -41- MAIN S7REET I 122 EX15TIN6 5167Ni TO BE R5v1OVr-D,5ALVAr7EO AND REIIRNED TO INV, IN-495.6' (SRLO 12239) FT EOP EDGE OF PAVEMENT WV OUT-49&2' OKNER. WE INV. OwuTw LINE 15� - a. - -2� - -� DECIDUOUS TREE Jill 8' CP CLASS *C REMOVE EXISTIN66 GAP, STOP IN ITS ENTIREIY AND DISP05E OF D newt 1115 PROPERLY. 4 w— WV. W-491.3' ss NEW 109 -497- CONIFEROUS TREE OUT-491.11 GHwa" GRASS -,GRASS_ REMOVE FOUWATION REMAINS AND FILL MATERIAL NITHIN THE DRAIN MANHOLE IS T "W'Wo RIM-495. r FORMER 51TE BUILDIN(5 IN THEIR ENTIRET( AND DISPOSE OF Is w NMT 12110 CrA '9Sii—COi SIDEWALK INV. IN(A)-491.8' UO PROPERLY. 506RAVE 13ENEA114 THE FILL SHOULD BE THOROU6HLY C, SJOEWALK INV. IN(8)-49af M. IN(C)-491.7- (12- RCP) DENSIFIED (SEE GEOTHECHNICAL REPORT RECOMMENDATION15). HANDICAP PARKING SIGN GRASS INV. W(D)-*i (12- CRASS fNV. OUT-491.6' (ZWI q1N(1%1 9' WPITF, I INIr GRASS GRASS Mf4—W- S V. F 4. 1) M. OVT6492.0' loll vCp WTRIFIED CLAY PIPE MAI CHISMW 'X* ON HYDRANT - PLAS77C PIPE PLANGt BOLT (N/'C WOO Pvc ELEV.-SMOO' (A.SSUMM) RCP - REINFORCED CONCRETE PIPE GRAPHIC SCALE 30 0 Is 30 so 120 I I I 8B - BIT -BERM CURB 60001 #3H #1 - BORING LOCA TION 1 11 114 1 s6olf —"w OpLm �0 5CALE: I =w ( IN MT - TEST PIT LOCATION I inch - 30 It TP#1 DE5I6NATION. TEXT: MUTGD CODE- 5TOP RI -I NO LEFT R5-2, TURN DO NOT {2,5.-1 ENTER ENTRANCE ONLY R3-I0A PEDESTRIAN Wll2` GRO55I NG b AHEAD Wlb-qI ARRON Nib-lP SURFACE FINISH LEGEND KEY; ITEM SECTION; DESCRIPTION /';"'r, BITUMINOUS CONCRETE' �, � J PAVT C.7 2 -CiQh� 51DEINAL.IC 1 c.5 coxCSZETE u�B �' PLAW C_7 tsp.Ari1TE CURB +'� I V.� �.J Ti.T� t.. •r��T:. g t MVK F AREAS SW LANDWAM PLAN D I & 5AFE NOTE: UTILITIES ARE PLOTTED FROM FIELD LOCATION AND ANY RECORD INFORMATION AVAILABLE, AND SHOULD BE CON51VERED APPROXIMATE. OTHER UTILITIES MAY EXI5T`' WHICH ARE NOT EVIDENT OR FOR WHICH RECORD INFORMATION MS NOT AVAILABLE. CONTRACTORS (IN ACCORDANCE WITH MA55.61. CHAPTER 52 SECTION 40 AS AMENDED) MUST CONTACT ALL UTILITY COMPANIES BEFORE EXCAVATING AND DRILLING. ALSO, GALL T16-5AFEu AT I(888)344-'l233 �I(885jDIG-SAFC-� LUMIT OF WORK LINE GRASS RIP RA' SLOPE'- PROTECTION DRAIN MANHO_- l 0 ycm Z' HIGH 5GREENED U2 12. SITE CONTRACTOR TO CONFIRM RESPECTIVE PAD 51ZE5 WITH ,LOCAL UTILITY COMPANY CHAIN LINK FENCE GS AND GENERATOR MANUFACTURER' PRIOR' TO CONSTRUCTION. WITH GATE 1 15- CONCRETE WALK SHALL BE DYED RED AND STAMPED IN A RUNNINCv-BOND PATTERN AS SHOWN. 14. ALL AREAS DISTURBED BY NEVq CONSTRUCTION NOT COVERED BY BUIL.DIN65, PAVEMENT, WALKS OR LANDSCAPING SHALL BE LOAMED AND 5EEDI=D IN ACCORDANCE WITH SCALE 1' = 209 PROJ. NO 0S--1906 DRAWI* AMS/RTM CHECKED, RTM/DCG DATE 05/30/07 F'fLE NAME \CIVIL\DWGS\C.2 REV-- 08/08107 REV: 04130108 REV. 09/25!08 PROJECT TITLE: CENTERISENIOR STREET954 MAN AGAWAK SHEET. C-2 0 INV. Otlrw4fl9' INV, OUT-4UW 0 IN 0 REM �FIE TH15 LIKEXOr- ER05ION CONTROL m AF THE DISGHAR&E PIPIN6 FLARED Ee), TpjjcTuRE AN6 SPLA5H �Ab HAvE 6" 0 PIPE BEEN COMPLETED AND AREA 5TABLIZED -rS ARC14rrEL N, ELEGTRIG6L FEEPER LE67END # SYME30L VE50RIPTION T INTB:UDR LIESISNS:M 5/411C,.2-#10 + #106 FES # OA,3 FF - 499.8' PR13-JECT NAANAnz Eholl!EW OA3 J H-1 OAH VG,.2-#8 + #&6 /-RELOCATED + #66 5 T FENCE a AREA 05 FIRE HYDRANT BALES H-1 430 MAIN STREET DRAIN M4 P0, 3-#b + #66 (TY 5 #2 ASAWAM. MA 01001 OAH 5 5ANITARY 1-1/2"G, 4-46 + #6(5 w MANHOLE _OB I'EL.- 413.785. 9500 9 5 0 PIPE A (TYP) AD #1 AH FAX's 413.7SS. SSW OAH: Att G? w nAI4 14_6 H__l It 4- S OAH E *-c 4c _E _ff _A� I ELECTRIC HANDIHOLE 61,001 5ANITARY OS�OTUFZES /_4N OUTLET 01 CONTROL Z7 1`21��!� .1�� 05 PPIPE SCHEDULE- STRUCTURE EXHLTRATION CHAMBE 10" 0 PIPE -.7 0 PIPE SYSTEM #5 (11 RON5/10 SMH #t GHAMBER5 IN EACH) sr GI3 #10 RIM=468A+ M k 4 10 INV. W=465,40 GI3 #q 130 41 PIPE IRE INSPtC_I luN li i H OA6 FLARED END 5TR.Ur.TU LOD INV. OUT=4e5_96 `%� SEDIMENT IPE t9; 10" 4) H-11 OAH PORTS IN ': 'k I & 0% PIPE H-4 I Item. OF 12) EXFILTRATION ,15ER 15" �p PIPE N% WN ON 0 DMH % SYSTEM #5 (17 RONS/5 It ST 05 #6 T-1 CHAMBERS IN EACH) OA5 VMH #12 4hO -OAH 2" 4) PIPE INV. OUT::4,54-1-55 4N FES #3 H-11 -PMH #11 or p c H-4 "ST. SMH ST -ST ST RIM=46q,ft INV. IN=46S.'S IF, q!mwo 10" 0 PIPE-' ,.Wmmm 4 INV. OUT-46e�l (EXIST) E Ir FE-5 #2 3 2 OAS OA5 OA5 PIPE FES #1 40 H-2 H-11 H-2 C5 #6 .. 1.� c t H-11 �v PIPEZI OAH DMH #5 +_ 2 VRAIN66E STRUCTURE5 50HEDM OA5 PIPE H-4 sl H-2 W 0 PIPE H-2 OB #5\ IAA '0 5EDIME14T 150LATION RON @ Cs #1 CIB DMH #4 VMH #11 1 C1.1 RIM=4046b RIM=4$*l 6 RIM%46qh:t RIM=451.4i IN5PEGTION PORTS I INSPECTION PORTS (TYP. OF!5) OAH 8" 0 PIPE SMH #1 IW. OUT=41163 INV, OUT=465-25 INV. IN Zz-464.1 INV. IN (r:)=4a4S (T(P. OF 12) H-5 ST VMH #10 EXFILTRATION CHAMBER I I t I DMH #4 61, 0 PIPE QAo INV. IN (W=455.0 INV. IN H=465.45 vil FE_ 11 &ENERAI� NOTE$ - Ca #2 CB #10 INV. OJJTz484.4 INV. OUT=483.1 101, 10 P1 SY57EM #4 (6 RON5/5 SEDIMENT 150LATION RON # GHAMEIER5 IN EAC14) 6.1 12" 4� PIPE RIM=4qcl.l RIM=481.6 INV-4ft.0 05 #4 1. REFER TO DRANINS 0�2 FOR AD17111ONAL 6ENERAL NOTES. JNV. IN=4,45h INV. OUT=4W25 #5 17MH #12 INV =485.15 :2. TOM STANDARDS SHOULD M FoLLoAED FOR. 51TE MLITIE5. DETAILS AS SHOM IN INV. OUT=44S.6 RIM24MI± RIM=484.1± r, OA14 H-5 112 LIA-_"��llfi;l�f INV. IN=465.4 INV. IN M)=4W2 "z'g. 6ENM;44L PAT-LECT TOM STANDARDS SHOULD THERE BE ANY LOCATIONS NHERE Cs #3 RIM--4671.6 EXFILTRATION CHAMBER 011 (P PIFL_ 4 PH-4 THM!�TANDAFJ:ro CANNOT BE ADHERED TO DUE TO SITE CONDITIONS, T�E INV. OUT=465.4 INV. IN (N)=4WZ5 RlMz4crl.O IW. OUT=4aS.9 SYSTEM #2 (15 RONS/1 IW. IN fNE)=4415.2 PMH #6 INV. OUT=46535 5" 4) PIPE CONTRACTOR SHALL, NOTIFY THE ARCHITECT PRIOR TO COMMENCING CONSTRU0110N. CHAMBERS IN EACH) 2 )Ii DM14 #5 INV. IN. fN)=4q5.6 AD #2 RIM=48'7.bt PMH #13' 1 tq If:,E -ACILITIES SHALL BE MAINTAINED AT ALL TIMES DURIN& 5" 4) P 5. UTILITY SERVICES TO EX15TIN(5 r IWI. OUT=415.4 RIM=4V1.6 INV. IN=464.4 RIMz466.lt 10 SEDIMENT 150LATION OAH ----- ---------- ------- ---- ------------- NEA CONSTRUCTION. INV. OUTm4W.O INV. OUT465.1-1 INV. IN=462.-t 61 RON (Typ) 40 '1 PIPIN6 BY PLUM51N67 6REASE TRAP (5EE, NOTE q) 0 H-5 A, 2 JOAH 6110 PVC @ 5=05% ---< > KT 65 #4 INV. OUT=462.1 H-5 CONTRACTOR 4. ALL DRAIINFIFE TO SE H1614 DENSITY POLYETHYLENE PIPE, UNLESS NOTED OTHERINISE. --- --------------------- FOUNDATION DRAIN (TYP) RIM=49M.1 RIM=4615 DMH *1 P El TWI ac; 10' OUT BY PLUMBINO 5. ALL DRAIN PIPINry FROM INDIVIDUAL DRAIN BOOTS TO A CATCH BASIN OR MANHOLE INV. IN=4W2 INV. OUT.;4abS RIM=46*7.1* VMH #14 CONTRACTOR (INV.=4e� 5.65) CONTRACTOR fINV.=455,-5) DRAIN E300T PIPIN6 SHALL BE 6" DIAM, UNLESS NOTED OTHE"ISE. INV. OUT=4a5.O INV. IN(N)=4W.0 RIM=461bi ----------------------- 1� ---------------- a -------- - INV. IN fN=465.1 INV. IN Wtg454.15 fSEE NOTE 5) ca #5 PM14 #1 INV. OUT=483T1 IW. IN NN=4543 NEN 5ENIOR GENTER DRAIN BOOT 6. ALL NATER, PIPE TO BE DOUBLE CEMENT LINED, BITUMINOUS COATED, DUCTILE IRON PIPE RIM=455.1 RIM=41V�ft ---------- ----------- / --------------- -- --------- AITH PUSH ONJOINT6, CLASS 52 OR 6REATER, LMLESS NOTED OTHERNISE. FURNISH, IW. OUT=4653 INV. IN=4ct4.4 IW. IN (140=40425 100 0 PIPE DRAINAC715 (TYP. OF lb) 0 INSTALL, TEST, DISINFECT AND FLUSH KATER DISTRIBUTION SYSTEM AND VMH #6 INV. OUT=4842 INV. OUT=4,q2,5 SY57EM - 170.0 (rM) APPURTENANCES AHICH CONFORM IN ALL RESPECTS NITH MUNICIPAL fMOUIREIvIENTS. RIM=4865i I DRAIN MANHOLE tent - -------- ---------- All ---------- - - CONFORM TO THE LINES MICATED ON THE PRAKW-55 AND PROVIDE A MINIMUM COVER C15 06 ( @Js (TYPj s INV. IN=4642 FES #1 ;14\17 KlM-q**.V willn W.4 INV. OUT-454.1 INV.=464.15 INV. OUT--465.0 Rlt+t4445�lt 1W IN-4140.5 DMH FES #2 05 #11 INV. OUT=466S RIM=466S± W=48;525 RiM=481.4 INV. IN=465.1 INV. OUT=4a45 VMH #5 (6011 VIAM) INV. OUT=465.2 FES #5 RIMr-4411.1i W=464.0 U _u Cs No INV� IN VMH #10 (94) - mNrlvl-t; rllq^mr- twvw.. I.Vj mmw (.�yl;^ DI NATER LINE .'"A_ m RIM=46'ID INV. IN 0=466.0 RIM=456.1i FES #4 0 PIPE H-3 H-3 (202b.0) 5EARIN6 THE LEOEND "DRAIN", INV. OUT=464h 2`0 TYPE K COPPER INV. IN N=465.1 INV. IN (5)=496D Wm4&2�05 12 INSPECTION PORTS DOMESTIC KATER LINE It SM CONTRACTOR TO PROVIDESTRUCTURE AND PIPW OUT OF T14E EXTERJOR 6REAS INV. OUT (H)=465.0 INV. IN (E)=4e4.05 6.1 (lyp. or- 6) 92--E _K K INV. OUT fS)=46455 INV. OUT=464.65 OA3 E TRANSFORM INTER00PTOR. VENTIN(5 AND INLET PIPINO TO BE PURCHASED AND INSTALLED BY THE PLUMDINCT CONTRACTM EXFILTRATION CHAMBER H-1 H-1 OAH OA5 SYSTEM #1 (8 RON517 41 H-1 10. oAs SUPPLIER TO FURNISH AND INSTALL Nr:H OAS PIPE LINE BETAIEEN EXISTIN6 &AS CHAMBER5 IN EAC4 A: ON 41 14-1 2 10" 4) PIPE 2-404P PVG CONDUIT (PONER) MAIN AND METER, AT BUILVIW7. SEE PLUM" DRANIN&S FOR DETAILS AT THE t�,`IETER 2 AND CONTINUATION OF PIPW. TRENCHINO ANP DACKFILL FROM MAIN STREET TO VIMENT I[SOLATION ST - ST ST ST �, 1, 92ZLM6nON SYSTEM- ....14-1 ST 46� METER BY SITE CONTRACTOR. TRENCHINO, BACKFILL AND PATCHIN6 ACROSS STATE ST -ST sr FIRE HYDRANT H10HKAY BY &AS SUPPLIER. &AS SUPPLIER TO OBTAIN PERMIT MOM MASS HI&HAAY. 1. SEE DETAILS 10 AND 11 ON SHEET C,.'l FOR INLET AND OUTLET PIPE SIZE AND INVERT IWORMATION 20* SEV&k FtWtp MAN OB #2 X-rh - FOR EXr-ILTRATION CHAMBER SYSTEMS AND SEDIMENT 150LATION ROM. s S_ S-t 20- %lx s S_ --s s II. SAACUT PAVEMENT AS REQUIRED TO INSTALL MEN NATER LINE AND CONNECT TO 2. PRIOR TO INSTALLINO EACH EXPILTRATION CHAMBER SYSTEM, THE CONTRACTOR SHALL EXCAVATE mcco 11 S ---------- 's EXITINO MAIN LINE. RATCHROADAAY IN ACCORDANCE INITH MASSACHUSETTS HIOHAAY RIM-499.4' AvEco 113 PEPARTMENTSPWIFICATION, SECTION 412,51TUMINOUS CONCRETE FOR FATCHINC7. THE AREA DONN To THE THE PROPOSED BOTTOM ELEVATION OF THE SYSTEM FOR INSPECTION BY V 00-495.7' THE EN&INEER. THE CONTRACTOR SHALL &VE A 4aHOUR NOTICE TO THE ENOINEEK MEN TH15 RIM-496.9' 12. SITE LIOHTINC7 INCLUDING POLE PROVIDED BY ELECTRICAL CONTRACTOR. REFER TO f4SANC T V41LL OCCUR. CHANCC-5 TO THE VM10K OF THE EXFILTRATION SYSTEM MAY BE REOUIRW IF ANY CATCH BA51N a P INV OUT-4915' (TYP) )WAIN STREET FOR NATER LI r:Lrzll:lTRIC,,AL PLANS FOR FIXTURE TYPES AND DETAILS. L16HT POLE BASES PROVIDED OF THE FOLLOWN6 OCCUR. ::7 W-0- RIM-49al. . IRAFR0 ;-- - - - - .1 gy gift flomerop, A. SOILS ARE ENCOUNTERED THAT ARE HYDRAULICALLY DIFFERENT THAN NHAT NAS ASSUMED INV. 94-495.6' (SHLO P239) 71W-V. IN-4W. IN THE 5TORMAATER CALCULATIONS. -s__9: _V-2ps WV. our-4912, WV OUT�41W.6* 13. ALL ELECTRICAL AND COMMUNICATION CONDUITS MITH PULL STRINezS), PROVIDED BY 5. A W&HER SEASONAL &ROUNVAATER ELEVATION IS ENCOUNTERED (SEASONAL HI&H s &ROU10KATER ELEVATION MUST BE A MINIMUM I FOOT MON THE 50TTOM OF THE 0 CfP MASS ------- ELECTRICAL CONTRACTOR, To BE BAIED A MINIMUM Or- 560 BELON FINISH 67RADE AND sWvW IN 5ANo. TRENcHIN& AND BACKFILL BY SITE CONTRACTOR. EXFILTRATION CHAMBER SYSTEM). 15 ,wv W4,91.3� T CO. 109 _W_ C. A14Y -UNSUITABLE SOIL 15 ENCOUNTERED AND FOR ANY REASON, IT 15 NOT FEASIBLE TO WV OUT-491. f -014 &4- 14. ELECTRICAL CONTRACTOR To PROVIDE CONTINUOUS METAL SNEEPS AT ALL UTILITY REMOVE AND REPLACE IT. 15T MWCD w 12* aso ar. w W_�om WSW' BENDS. 1591116 K *4-491-fr MET4kT CO� 110 7- mv. INW-49411 - W\ :V. JN(c� 491.7- (12- RCP) 15. METER, PRIMARY PONER AIRIN67 AND TRANSFORMER PROVIDED BY LOCAL. UTILITY IN101 - 2V "e RW) coMPANY. 1"NZ OUT144911.6 Wx (5"x 5" TAPPIN(5 AfM0,%3' I(p. CONTRACTOR SHALL CONTACT A6ANAM DPIN n&ARVIN& THE MTER, CROSSINO THE SLEEVE V41TH VALVE 1W OUT-4010' STATE HICWHAY (MAIN STREET) AND OBTAININO A ROAD CUT PERMIT. A&ANAM DPH SHALL OBTAIN THE ROAD OPENIN& PERMIT MOM MA55 H*HNAY. CONTRACTOR TO CWSaW Ir 014 HYDRANT NFA POLE AND OVERHEAD COORDINATE ROAD 4,RO56iNrz, NOW V41TH OTHERS IN ORDER TO MINIMIZE DISRUPTION n_&GE DOLT (N/r SrDE) OF MAIN STREET. El".-W0.00- (ASSUMM) NIRIN67 BY LOCAL UTILITY CO. D16 5AFE NOTE., DOMESTIC AATER LINE lo-FEET OUT FROM 5UILDiN& BY PLUMBIN& CONTRACTOR. FIRE UTILITIES ARE PLOTTED FROM FIELD LOCATION AND ANY PROTECTION SERVICE 10-FEET OUT FROM BUILVIN& BY FIRE PROTECTION CONTRACTOR. RECORD INFORMATION AVAILABLE, AND SHOULD BE CONSIDERED APPROXIMATE. OTHER UTILITIES MAY EXIST MICH ARE NOT EVIDENT OR FOR A41014 RECORD GRAPHIC SCALE INFORMATION KAS NOT AVAILABLE. CONTRACTORS (IN 30 15 30 120 ACCORDAWCE A11H MASS.O.L. CHAPTER W SECTION 40 AS 5117E UTIL17Y Tr_511-AN AMENDEP) Kr5T CONTACT ALL UTILITY COMPANIES BEFORE 11 501 EXOAVATIN& AND PRILLIN6. ALSO, CALL "V[6-6AFE" AT 5CALE. I ( I inch 30 & �k � � IL I F Vol F104 FE --•• _ ®gip ,. � � �� 4as-- 5 ZONE SEDIMENT TRAP OUTLET 0 4835 it4, i F I TAkLL SION CONTROL SRJRE TTER I~ 1 6RAVIN6 AND RE LAN :--- 1PiMAND AREA 1 1 505 5F TEMPORARILY DISTURBED HETLAND AREA (REMOVED MATERIAL AW PLANT5 I URINC75 ALE CONSTRUCTION C I%3 5HALLF� REPLACEDAT THE NEIq &RAVES i^IITH FOP -RAC' P i ENL6R67ED YT=TLANDa 111 i 'MH RIM=4ql3i- B RIM=4q 7.0 f t MATH EvX15TING 122 ------- 444)k f f f — a a a a +� •' r • _ _ . ar air —• t :�_— a M,�ress �y cIN FEET h = 30 ft 71 ISTAM . RICwARD SCALE 1 30, PROD 05-1906 DRAWM AMS/RTM CHECKED.RTM/DCG ?ATE 05 /'30 /07 08/08/07 REV: 04130107 09/2 /08 PROJECT TITLE: A SENIOR CENTER 954 MAIN $TPEEr AGAWAK MA DRAMffa GRADING PLAN SITE INPLM APMOVAL AGAWAM SHEETI T.I TITLE' CIVIL, ARC4ilTEOTURAL .I EXISTINS5 CONDITIONS AND A,I LOAM LPL PLOOR. PLAN, DEMOLITION PLAN 0�2 SITE LAYOUT PLAN A2 MAIN LEVEL AND MEZZANINE 0 Sn VllLV PLAN FLOM PLAN C,.4 SITE 6RAVIN& PLAN A.4 EXTERIOR ATION5 AND DETAILS APIN* PLAN A5 EXTERIOR ELEVATIONS AND DETAILS lqm a IAS IATE m L2 I DETAILS NNA°} ELECTRICALAND SCHEI;VLE Atit';H10"I'tECTS ENGNINt'"HERks o INTERIOR DESIGNERS o PROJECT MANAGEMENT EA LISF4TII+IG GALGULATIOL+I5 PLM 430 MAIN MASSACHUSt= i 1 01001 TEL: 786-9600AX: (413) 786-8699 Aaawam Engifteering Div. log OCT 2 2007� �F gollmolmm- ... ...Z" ...... j in 1 . J 1 0 i 1 EXISTING COMMUNITY s BUILDING B 5IwNIOR ia11 t �► CENTER Ark .. A s 1 -• j`1 S R1h1989.f' Ci '. ...-..:. INV. DUB 453.9' LIMIT OF 1 LIMIT Cam` LINE WETLAND FLAG F a 5ANCUT PkVPAVEMENT' LOCATION (TYP,) "` - : •.. I k'OW F ds R 1� '1 'lam _ aW SA3 Fs11s �c PAVEMENT r... �- ,.r- 1 1 r D1A1 - --.� _ fi , ,12 IA. Z r ! LIMIT 9 B 'L <yk 9 ' LIMIT /_ r r Q _. 1INE TP#7 1 , ��,,r�R� a� ' y r 1 y i r --� ,�OFF 489�9' = �tRii 1S 1Yi I p FF = 489.8 ! r T s \ u 4 _ rr _5 OUT( .awc T P : ^44 B.. .. #rM _ r ENT r 1 _ 1 � T AGAWAM HOUSfNG:AVTHDRITY" f l L t i DEED BOOK 3 PAOE r196 13J t y 1 TAX MAP Xs BLDcx 1 LOT s1 r � PAVED wA[X quo x� AL.Y 1 e NTP#5 k r 1 } . .. _ wl�. K 12 A,_: � � l e FAVFD°WAL / 489 / n V _, Y 1 \ r i � . ! , 3 CHISELER X' ON r�YDRANJ f . ' ` 1 GRAS9' � J_ k , � � � � � [: � � 1 1 ;a � 1 o:, . / s GRASS►` FLAN(EAST.+ u ., cE eotr �s, e' 1: 1 -`-4 , GRASS -•---48 r f ECEY. 4H9 09 / t a 1 y � � �` � . , , ` Yam.:., :: . SS .� ,. 6 .e i , / ': � +, +/'.... •.: a- 1 i .�. t" GRASS 5 : <. :►- : _ .. . r - «... '�Qi? GRA55' «t, 44 r _ PARKING. ARE T /w \. " 4Q r . } / +u ! 3l :, G AREA . A14:0 N r .. ......... f: AREA ,. -. ..... ::. .i. - J PAVED ?ARIL NC �l : r I 1 \ .,� ;. ... • PAVED RbAD \ \ \ t \\'_ .. >:.- _ • - .PAVED 170AD' .- -_ram«.._ - r-..r _ _ , i 100 FOOTNETL AND \: _ r_. .- _\ \ l BUFFER ZONE- ---4a8 x�' ss _-.. ..._ \ GRASS GRASS 1� ---- 4a5 -^- _ _ - � � 4f35-��" f ieF 4 rJ G17RSS ��" �� TP43 48r -- M : ..fir ✓'1 � �: 1.: -.- �. ram++' 40 piA.- 4D DIA `ti D1A. ��„� r� 3� AfA: 64 i ' AiAi DriL r r ,� , r. \ � C ( l R1A d8 D1A. DISTANCE 310 12 DIA. \ 'gam \ �` 12* wkrk LEVEEN « + 'gig j ow 12 DIA. 6 DIA.\' I \\ CRASS i GRASS tpl 4 - - LOCUS PROPERTY LINE f "- --�• -- -�- _ \ �. ` \ \ ABUTTER LINE GRASS. � GRASS (:.:. : / � � \ LIMIT - � \ TOYS of AGAWAM � . \ GRASS' _ 14 K LINE DEED BOOK 12730 PAGE 221 -..-�. \ ` i TP#2: \ \ } 4g5- _ MAJOR CONTOUR' '(5 FEET) 14' D1A. rAx MAP K8 OLOCK 1 LOT - / AREA=66,5941 SiZ FT. \ .r \ / {f.53at ACRES} \ \ \ ---rINaR CON TOUR (r FooT); LIMIT OF ,�, ARK LINE \ / _ -� � 1-1 1-1 \ 'I,- � T 12' DIA. --------- •----� -CURB LINE l ... •� � s�- '~ �. � � � - EDGE OF SIDEWALK >rr11=RAlr NoTEs: N ` a 24 01A. t ` _ 1. FX15TIN(5 51`1 E 60NDITION5 TAKEN FROM PLAN OF EXI5TIN& CONDITIONS PLAN, EDP.... _ EDGE � y � � � � r �..._ �. E_A , E OF PAVEMENT \ \ SENIOR CENTER, �154 MAIN 5TREET, AGAWAM, MA. PREPARED` BY: GOLER 4 5H \ 1 r: GOLANTONIO ING.,, 55 6013ALA ROAD, NEST 5PRINOFIELD MA 01040r DATED- d } � ...:::... .- ......::. .::.:::::-----�: PAINTED TRAFFIC LINE94 APRIL Ib' �lyl � ^ � `� _. r 2007. r 4 - 2. THE CONTRACT 13 WOODEN FENCE - -493 OR SMALL PROVIDE PROTECTIVE FENCING DURING ALL PHASES Jul DIA, ` er FOURNO? OF CONSTRUCTION. 4 -�---- .,� AP8gLILT8?IW - OVERHEAD ELECTRIC LINE NamrANBOCK O SERGEY dAHGELA : � --_-.__ --- � 3 THE GONTRAGTOR SHALL A55URE THAT SAFE AND ORDERLY TRAFFIC SAYONIN ti9g� 1 DEED BOOK 7302 PAGE-96 \ /` f I" / GIRGULATION AT THE 51NIDR FfDUaING G©I`�IpL1=X IS MAINTAINED 7HROUcai-fOUT j UNDERGROUND TELEPHONE LINE TAX MAP KD I '' sLacK 1 LOT a \ GRASS ALL PHA5E5 flF 'GON5TRUGTION AND PR 1 OVIDE THE OWNER AND ARCHITECT �` .� n, NITH A PLAIN FOR APPROVAL TO A' GOMPLISH THIS TASK PRIOR TO W �- UNDERGROUND WATER LINE � �, �. � ``` � � G COMMENGIN6 GON5TRUGTION APPROVAL OF THE PLAN 15 REGUIRED PRIOR 1 G UNDER` t494- TO ANY ACTIVITY ON THE PROJECT. - GROUND GAS LINE 2 I MASS< 5 - UNDERGROUND SEWER LINE 46 VIA. � t dOONDAnON `, � I \ ` \ CRASS w 0EMOLITION LEGEND/NOTES D -- UNDERGROUND DRAINAGE LINE \ BH 02 } REMAINS �9` \ 4 I A REMOVE EX15TINO BITUMINOL6 PAVEMENT AND YVALK5 IN THEIR _ ELECTRIC METER � \ � '�• ---- �- �-'" � -�: 1 i_.--• a--- -.._, �'` � \ i \ \ '. � tl< � _ I w ; ENTIRETY TO THE LIMITS 5HONN AND P15POSE OF PROPERLY. -FIRE HYDRANT 1 r�,,- wl bra CRASS \ � i ,� � � ; -'-: :•' � � �� ` \ � REMOVE EXISTING BITUMINOUS CURB IN IT5 ENTIRETY LAND DI5PO5E OF ` -- U TILL TY` POLE` W LlGH �'p6 �• -- � � .� � � ' `` \ � \2 � � � `° � � 2 PROPERLY. \ q i mod" won► " 0 3' REMOVE EX15TIN6 TREE(5) IN THEIR ENTIRETY AND PI5P05E OF - UTILITY' POLE' n t \ 4s,.- �� + \ ~'g� PROPERLY, -{ * I GRASS rvm ICU W ,• a s Y WIRE w 1 ,n GRAts li �' 'i \ CLEAR ANP REMOVE EXISTING TREES BRUSH A : Ir `� . \ 4 Y. ND VEGETATION TO o, •• m Ire 1�, t r \ q9< THE PROPERTY LINE IN TIER ENTIRETY AND D15P a ti ti r e GRASS \ \ \ s\ OSE OF PROPERLY. - CA TCH BASIN �` __ \ r 2 ed • 5I44823 W ] i0�D1A. u ... �.. u. e, # .,vc, R MOVE A V �'r y p �I -....__'.: ., W y` e \ E , 5 _L AGE AND OG ,4 A . « g8 B- � : � � .,Y,. _ . . _�..� . �..., . ,,.,�<1.. ° vv , i� �ir�i�Mi47 F'i s1 a 4s aJ W I` Ir`$1 ox � •r.��.. .-�1.�..�.-„ - : + k' 1 �- � • \ _ � .`; LVE§ AND __ m-s;+.....�a3..r2 , \ 5 PIPING A5 5�iC1M C1N 5H LIGHT POLE sa (DEED) 1ab a. L x EET G.3. CONTRACTOR TO REE5TAE3LI5H THE » x..sz2 .6. �,,. 1 . \ , ti Parr - ........ w +w , ..:.--- s-----1 r--- s OECD. w � , �.. BENCHMARK D�I�! Till' HYDR,�NT OR C�Th[li� PERMANENT LOGA s s 2D E WCE TIQN1 s -fig I' AI : -•-----_,..-..-. - {EGO i16" 5 - _ : :5 S 5- _r- - _ -- g POST 24 "' "7N S ` S �S ' _ S, q SEWER MANHOLE S£YrER FOR A1N ,.:. 5 Tyr c . )1Ds r k s r.fEcb 1a4 s wv r .�.. : 4 SEWER FORCE 1�Afta®, s RfwM----�••_ OVE AND CAP UTILITIES PER UTILITY COMPANY REQUIREMENTS RIM=499.4 5(TYP.). - WATER` VALVEy..our s5.r,. `� :::. ......1-5AA6UT..PAV MENT s 5......,..._, sL \. - �r ......., sit ..:..:. ......: ...... ..:�.--SAI^IGUT. PAVE �!T ALONG GUTT LINE' ME._ RiM49s.9 EXI5TIN' I G L GHT FIXTURE, POLES AND FOUNDATIONS TO BE REMOVED, •-- SIGN' _ - ag 0 MAW �,y T ALONG GUTI ER 1_IN �"� `� ` 1Nv. our-4s3.5' � 5ALVA6ED AND RETURNED' TO O NNER. lY1f'6IlY J:II�C.f`T" ....�� ---, 122 �--�M71-. .. : ."... EOP EDGE OF PAVEMENT` ---- _ 111V.1N=4s5:s sfrto 39 RiR9"4963.. ....., ( � ) 1rIMl ?}F�- d� EXI5TiNG 5lGIVAGE TO BE REMOVED SALVAGfrI� AND RETURNED TO INV. OUT=4952' � �,1 '1� ` � A97 � " a � r S _ ,$_.--.- _SWL ,... .::. r..... LIFYG fNY. OUT 4858' `_ - ., ,_�-�. _ }i OhIILiwR. _SSi1 . 5 �, $ 8 Pb -.1 ......r .......... 40 - DECIDUOUS TREE G g8 OP CLASS 'c' c s ............ _ .,, _.� _ _ G S +95.2fi RIJN'=499:$- - s �< D D D � a- s REMOVE EXISTING GAR STOP IN IT D J2 1rc1� - --. --- --- 5 ENTIRETY AND D151�U5 F 1NV. fN-491.3 > WMECO f59 715 > D fL 6 G S LI' Q - CONIFEROUS TREE` 4 r 4 . -� Ass -- -499 NE7&T cai09 0� -F4 �. _` PROPERLY. INV. OUr--491.1 ^----�-"---OHW �f#14r ASS 3_ `" -493-�-- -iV- ' 4 Oh -V9 CRASS NfA 0 t13 \PRE' s °L 12 CL50 DPI: 4 4 OHW N T °' a E Ga ice a REMOVE FOUNDATION REMAIN5 AND FILLM --- DRAIN MANHOLE 1sr PsMEcD wW W __._'._:_ w 4- -(xtw .` � S MATERIAL WITHiN'`TriE' 159/116 �-� _ W _ z RIM-495.7' -'- -- W -4 cLsn p.l. oFORMER 51`fE 'BUILDING IN THEIR ENTIRETY AND D15P NETdrT CO, 110 ' -. SU agQ�COv W-„L �� tNY. !N(l=sgJ.B I( til'' +.,. ArJC .._,..__ _ C S1pEWA HOPS o' C S1AEW _.,_.-.... LK `.... !Y - x rev --- �._ _.-_ , W z�P> > INv. IN(a)=493.1' PROPERLY. 5UBGRAVE BENEATH THE F'` -a- HANDICAP PARKING SIGN ----- -_ _.- _ W - , - , ILL 5I IGULD i= TI�c7ROUGHLY JNV. IN(C) 491.7 (1 RCP) DEN5IFIED (5EE GEOTHE6HNIGAL REPORT REGOMMENDATION5). GRASS ^•` ` CONS 51AEWALK 1NSG fN(D)-492.0' (t2" RCP) SWL - SINGLE 'WHITE LINE GRASS GRASS NY. OUT 491.6' GRASS RIM-495.3' VCP VITRIFIED CLAY PIPE INV. OUT 492.0` CHISELED 'x' ON HYDRANT PVC - PLASTIC PIPE FLANGE BOLT ()V/r SIDE) FLEV,=500.00' (ASSUMED) RCP' -•- REINFORCED CONCRETE PIPE` GRAPHIC SCALE 3Q 0 10 30'; 00 12 88 -- BIT -BERM CURB E3H #} -- BORING LOCA TION c�X I T N 0 I T I ON5 : ANDDEMOLITION PLAN 56AL. E: 1 I l =30' - TEST PIT LOCATION ( IN FEET T P # 1 1 inch = 30 ft. I STAMP: pw,"All T. 'MISIASZEK CiV1t Ito. 36976 K10- zi :- 1 SCALE: 1 " = 30' PROD. NO: 05-r 1906 DRAWN: ,AMS/RTM CHECKED RTM/DCG' DATE: 05/30/07 FILE NAME \CIVIL\DWGS,C.1 REV: 08-08-0 REV- SHEET: cmi LIMIT OF NORK LINE PA VED WALK 12' ll�;,, tl -7 —LIMIT OF 77777717 (D NORK LIN LIMIT OF 100-FOOT HETLAW s.-a rF 4890 NMK LINE BUFFER ZONE —BOLLARD L16HTINCY FF 489.8' 4.; �-:i] x i_4 RIP RAP SLOPE ROTECTION Cob (D pAvED WALK VeL) 3 WIN �i ;.T 4A- PAVED L (D (D AREA DRAIN (TYPJ R 2N 0 24' Ib' R 0___� - =2" HHEELGHAIR RAMP r 24' ibl,_ (TYP) f5EE NOTE 11) fi I r.) - -A 5HIVE COW,. 5' k4i PE GONG. 5IDEKALK (Typ.) I WA14r)lc AP— (TYP) 51DEP4ALK (lYP.) GRASS —REL06ATED FIRE Ch 5TALL(TYP) KALK%(5EE NOTE'13) HYDRANT rq,� 5TOP LINE 5TOP LINE �a 1p (d + L 3 R=2' 5' R-5 R=5' (lypi , :", . 10, HIPE .... .. t±44� 0 'LINE p MIK AT 6URB R-2 6ATE > EMER6ENGY OVERFL4 IXTURE R= 16' ON 15, POLE P 5 (Tylp) qiTH A,�HP5 LI&HT F R=2' Vt 44' 2' BAENE (TYP) STOP. 0N� P41DE GONC. LINE STOP PROP05ED DETENTION 7 - �F_A AREA kiALK �WE NOTE 13) -2* '24' 000 (D X "J"r t"i 1 2 45 R= -641 HANDICAP R lf b" 15[CN (lyp) 51 HIDE CIONC. mow 4,0011100 5 H16H $GREENED f I N 'Arl - - WO, 4, SILTIFENCE 4a-)- 510EHALK CHAIN LINK FEN( E > DOUBLE YELLOH HANDICAP 5PACPc- "AYBALE5 VAN ACCE-55IBLE i" �l HANPIGAP o CENTERLINE # STALL (I"r P) #1111-0 HANDICAP 516N, LIMIT OF �7 To BACK) P40RK LINE HANPICAP PARKIN& SPACES-. 21 —FEN( E TO FOLLON CONTOUR (TYP. -OF 4) r GRASS TOTAL 5PACEt5t 154 OF VfIR W MAX. BF-ThEEN _4 -RAVE) FEW,,E AND FIR15H C GRASS R_ ,q, q, OENERAL NOTE5- j L EXISTINCS, 51TE CONDITIONS TAKEN FROM F SIGN SCHEDULE PAII W51 LEAV5, OPEN ip pism- US 5. COORDINATE THE SITE Y40RK V41TH ALL WRK To BE PERFORMEp By OTHEI;Z5. SURFACE FINISH LEGEND 6N. SCHEDULE AND SEQUENCE THE JNORK TO MINIMIZE OMPTION TO THE SENIOR HOUSIN6, 15' C, lu COMPLEX OPERATION5. ACCESS TO THE COMPLEX FA ILITIE51 5T BE MAINTAINED AND PROTECTIVE FENCINC7 PROVIDED DURIN6 ALL PHASES OF NEN CON5TRu/,- I _91! TBAO T ON KEY NEN 5E*N -OR CENTER ----------- 1. PROTECT ALL 5UILDMs, PAVEMENT, UTILITIES, TREES AND LANp5CAp A I H j r -- ------ E ARE 5 NH C ARE To REMAIN. REPAIR VAMA6E AND RESTORE ALL ITEMS TO A CONDITION EOUAL /7\ lAllu__mINQ_L!� CONCREM TO, OR BETTER THAN EXISTINC, PRIOR TO CONSTRUCTION. 4'-0' HOE U22 CONCRETE TION, INSTALL CON5TRUCTION ENTRANCE AND ALL MEASURE & PRIOR TO CON5,TRLIC RIP RAP 5LOPE SIDE -ALK-� .5 REOUIRED TO CONTROL ER05ION AS INDICATED ON PLAN. CONTROL MEA5URES SHALL PROTECTION EX15TIN6 BUILDW ? PREVIOUSLY REMOVED S BE MAINTAINED FOR THE DURATION Or- THE WNSTRUCTION PHASE OF THIS HORK AND UNTIL ALL VISTURBED AREAS ARE-STA51LIZED NTH PAVEKNTS, NJ CHE5, OR PLANT L &ROY". C.5 CRASS 41, 5AYqCUr EXISTINS7 PAVEMENT AND MATCH EX15TINO 6RADES AS SHOAN ON PRA 4IN&S. 4'-4"xcl -C DRAIN omiz CmB MANHOLE D5cONc,-, PADL. 10. ALI- CURBIN6 To BE CONCRETE CURB UNLE55 OTHE"ISE NOTED, 1& 10,1 (TYP) I (SEE NOTE'P) -5'HIDE C II. ALL HANDICAP/AHEELCHAIR RAMPS SHALL HAVE R=35 7ATE DETECTABLE INARNIN67 PANELS AND 11 SHALL COMPLY INIT44 THE LATEST MASS H16HMY CONSTRUCTION STANDARDS sHOM ON 71,2 DPIA""NGS MAE tO .1f:Z ANO M/E 10165R. SEE WEET 0.6 FOR AD T AL DETAILS, vI ION I Z_ I &6biT-= + R=55' -THWSCREENEV SITE CONTRACTOR TO CONFIRM RE5PECTIVE PAP SIZES NITH LOCAL UTILITY COMPANY 6HAIN LINK FENGE AND &ENERATOR MANUFACTURER PRIOR To CoNqTRxTj0N. WLLAR-0 1_16HTIN6 H" 6ATE N 61 TOPWL (TYP,� OF; 5)' 15, CONCRETE NALK SHALL 13E DYEI? RED AND STAMPED IN A RUNNIN6-BOND PATTERN AS STOP LINE 77 G> p t I WWI �, 1-4 — GRASS (Tvj HANDIGAFNI��--___-" IN 17, T f �,�7:�: R=2' RAMP 14. ALL AREAS L71STABW By NEH C-ONSTRUCTION NOT COVERED BY BUILDIN&S, PAVEMENT, __IO AALKS OR LANDSCAPIN& SHALL BE LOAMEP AND SEEED IN ACCORVANCtE kNITH R�20' SM LAINNIPWAM LANDSCAPE DRANIN&��. R-20, ALL EX15TIN& SITE MATERIALS BEIN& REMOVED FROM NEY4 CONSTRUCTION NOT BEIN6 SITE RF_U5EP ON 13E LE&ALLY P15POSC-P OF OFF-5117E 5Y THE CONTRACTOR HANDICAP TRAN5FORMER rl""\ EXCESS TOPSOIL TO BE RETURNED TO THE TOYiN AT A LOCATION TO BE DETERMINED. ';iZ' P PAP (5EE NOTE 12) ATCH 16. CLEAN UP SITE ON A DAILY $A515 AND AT T14E COMPLET1014 OF THE PROJECT. .241 to,-5" IOL5,, GRASS BA51N & LECTALLY DISPOSE or- ALL DEBRIS OFF -SITE IN ACCORDANCE AITH ALL APPLICABLE (TYP LOCAL, 5TATE AND FEDERAL LA),* AND REWLATION5. 016 5AFE NOTE: INLET PROTECTION (TYP-) BOLLARD5 (PLACE ..... .... UTILITIES ARE PLOTTED FROM FIELD LOCATION AND ANY R=5 PER LOCAL UTILITY 4 4 RECORD INFORMATION AVAILABLE, AND 5HCVLP BE REOUIRE-talENT) CON51DERED APPROXIMATE. OTHER UTILITIES MAY EXIST GRAPHIC SCAM A AHICH ARE NOT EVIDENT OR FOR AHICH RECORD HYDRANT W E R=10, 3 13AS INFORMATION MS NOT AVAILABLE, CONTRACTORS (IN STOP LINE' ACCORDANCE A" MA55,61. CHAPTER 02 SECTION 40 AS 4 AMENDEQ) N4T CONTACT ALL UTIL11Y COMPANIE5 BEFORE __ uv 4 It R=20' .............. tAC�^V^ I Mv ANI.) DRILLINC7. V10-1;�PfAr= M I R=20 9Ln Y�� of I(OW544-12$5 II(W506-SAFE1. 41T-V . ..... . .... (SHLO #2239) 'NORK L 114E W -11 1, I 1 10111 Ill' ( IN MT ) I hwh - 20 fL NINO, a STAMP. T. MISIASZEK CIVIL No. 36976 SCALE' 1 20" PRO& N0* 05-1906 DRAWft AMS/RTM CHECKM. RTM/DCO DATE- 05/30/07 FLE NAME- \ClVlL\DWGS\C,,2 REV. PROJECT TITLE: A"WAM SENM CENTER AeAWAK MA DRAW(Na- SITE LAYOUT PLAN t=TRICAL FEEOM LE s 'A $NV. OV71-48M' My, OVII-4816' W I-T S $NV. =4� REMOVE TH15 LINE OF ER05ION CONTROL AFTER THE 0f5CHAR(9F PIPINO, FLAREP END 5TRUCTURE AND SPLASH PAD HAVE 6" 10 PIPE 13EEN GOMPLETED AND AREA 5TABILIZED OA3 OA5 OA3 H-11 fi-4 -E 'w FES # low FF 489.8' 51 T FENCE a AREA 5ANITARY VV YBALE5 lek (lb PRAIN MANHOLE 013 (TY (TYP) H-1 5mH #2 OAH 14 0 pip H-1 1;- 0 Plpr- w L/I r1l g-p OAH OAH RELOCATED 06 AV #2 H 0 GY AD #1 FIRE HYDRANT EMI 5ENGY OAH OVERFLON 6. OAH 61, 0 PIPE H-1 OAH H-1 4 OUTLET E v c E �'j'7 - c -Z STAMP. E -E SANITARY STRUCLURE5 5" 'p PIPE CONTROL SCHEDULE x EXIFILTRIATION CHAMBE @5TRUCTURE - - - - - - - - - - - - - 613 #10 A, \1 11 0 ;l , '- - 10" (1) PIPE 03 5MH:#1 SYSTEM #5 (11 R0115/10 H--7 12" 0 PIPE - OAH CHAM13ERS IN EACW A& 4 H-6 4 7.1 1W [N=4a5.40 IN5PECTION rX)MAH R-.sr�C'B #q ki -1-r INV. OUTt-465.55 . - -- I " 0 PIPE OA5 PORTS SEDIMENT ISOLATION ROV4 DMH #14 10 Will FLARED E14D 5TRUGTURE (TYP. OF 12) SMH #2 1 4p PIPE DMH,#b EXFILTRATION GHAMSER 10110 PMFI #11 OAH No. 36976 RIM=45aht r-0 5Y5TEM #5 0 ROA5/5 PIPE -4 INV. IN=464.60 c5-12" 4� PI BERS IN FACH) INV. OUT=404.55 OAH :E5 #3 3 OA5 M3 OA5 H-11 "", F- 1, r - H-11 4-11 E -�v F. 4-4c it I: EXIST. SMH -K H- RIM--48cl.4± �EX16T) ST ST ST st --4sr ST $1 $T $r $r 7'-A x X OA5 INY. IN=4a5.l -�-X'::- ;X� - 5" 'p PIPE-/ 5EDIIMENT� 101, 4) Pi 15" 0 PIPE H-11 AV awn* 4 SCALE: INV. OUT=4b5.6 fEX15T) OA3 QMH #12 (p TRAP DMH #Ia . ..... PI FE5 #1 FE #2 H-11 we *-W-"* t2 OA5 I 0 T _c E H-2 'qf 613 #rb PROJ. NO: 05-1906 DMH #5 OA!5 &�'w PtPE-\ 101, 4� OAH DRAWN, AMS/RTM OA5 DRAINAGE 5TRUCTURE5 50HEOULE H-2 H-4 PIPE H-2 0 PIPE 4' RTM/DCG 00 #1 Ca #q VMH #4 DMH #11 IN5PEGTION PORT5 J SEDIMENT 150LATION R(S)yq 6.1 RIM=4415.6 RIM=4b-155 RIM=466.4i RlMr-4671.2i V H & DATE- 05/30/07 INV. OUT=4116,:3 INV. OUT=464.15 (TYP. OF 12) PIPE 5MH # 71 INSPECTION PORT5 (TYP. OF 5) INV. IN (E)=Q41 INV. IN 0=464.5 #q DMH 910 EXFI'LTRATM CHAMBER CE3 #2 INV. IN (ININ=465.0 INV. IN H=463A5 VMH #4 4) PIPE 4" V PIPE ROI,'6/'5 1---\ GENERAL NOTES- FILE NAME., \ClVlL\DWGS\C.3 C15 #10 INV. OUT=4&4.4 INV. OUT=4a-5.1 ROA OAH IV v I - > 4 SYSTEM #4 (b RIM=4,lq.1 RIM=46'155 5EDIMENT 150LATION 12" (P PIPE 01 0 P1 W IKV.=4&b.O CHAMBER5 IN EAC, INV. IN=4115.6 INV. IN=455�0 I H-5 1, REFER TO ORMIN& 0.2 FOR ADDITIONAL GENERAL NOTES. -08-07 Wz4b5.15 DMH #5 VMH #12 REV. 08 INV. OUT=4115.6 INV� OUT=464.55 RIM-z4a6.4t OAzl OA5 INV. IN=485.4 IINV. IN (100=4i�5�2 H-5 H-2 b", . 'V OAH 2, TOM STANDARDS 5HOULP BE FOLWNED FOR 51TE UTILITIES. DETAILS A5 5HOAN IN CS #3 2 0 0 PH-4 GENERAL REFLECT TOM STANDARDS. SHOULD THERE BE ANY LOCATIONS VqHERE RIEV. AD #1 INV� OU7%4D5.4 INV. IN (N)=455.35 EXFILTRATION CHAMBER 10" (P PIPE 4 P,IM--4ql.O Rllvlz451�a 5Y5TEM #2 (18 RON517 ---- ----- THESE STANDARDS CANNOT BE ADHERED To DUE TO 51TE CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO COMMP-NCIN ONST U TION. INV. OUT=465.55 79 - INV. IN ft)=,4ci5.:2 INV, OUT=405-5 CHAMBERS (2 �4 6" 4) PIPE 7"7 DMH INV. IN. H=4q5h RIM=45'7.5± DMK #15 VMH #6 IN EACH) A 1% - Z-1 AD #2 a" 4) PIPE 5. UTILITY SERVICES TO EXISTING FACILITIES SHALL BE MAINTAINED AT ALL TIMM DURING INV. OUT=455.4 INV. IN=484.4 RlMz485.li &0 SEDIMENT 150LATION AD #5tq -------- NEV4 CONSTRIZ-1710N. RIM=4blb 6REA9E TRAP (5EE NOTE q) INV. OUT463.11 INV. IN;:482.1 plopq (TYP) GB #4 INV, OUT=455.25 2 OAH 6110 Pvc 5=0-5% PIPING BY PLUMBINC, INV. OUT=462.1 2 CONTRACTOR 4. At L DRAINPIPE TO BE HIGH PEN51TY POLYETHYLENE Fin, uNLES5 NoTE17 OTHER ISE. PROJECT TITLE: H-5 VMH 0*1 1 --- ----------------- RIM=4al.5 c _c JE I , I FOUNDATION DRAIN (TYP) AD:#5 �l It -14- t I y 10' OUT BY PLUMBINO 10'OUT BY PLUMBIN6 IW. 114=4852 RIM=461.1± DMH #14 1 OAH INV. OUT=455�0 RIM::460IJ INV. INN=4555 RIM=451.1:t H-5 -OA5 .2 CONTRACTOR ONV.=455.65) CONTRArTOR INV`�=4b5l!5) DRAIN'BOOT PIPING 5. ALL DRAIN PIPING FROM INDIVIDUAL DRAIN 50OT5 TO A CATCH BASIN OR MANHOLE INV. OUT--4a6.5 ------------ ---------- SHALL BE b" DIAM., UNLE55 NOTED OTHE"151E. CID #5 IW. IN ("=4kM53 INV. IN (N)=4f)4.45 H-5 t; (5EE NOTE 5) AGAWAM RIM=455.0 INV. OUT=4e6,l'l 1W IN NE)z494.25 NEN SENICIR GENTER 6. ALL KATER PIPE TO BE DOUBLE CEMENT LINED, BITUMINOUS COATED, DUCTILE IRON PIPE DMH #1 /111 1 INV. OUT=465.2 RIM=4q-1.9t INV. OVT=46+2 DRAIN BOOT ( 2 N V41TH PUSH ON JOINTS, C4.ASS 52 OR GREATER, UNLESS, NOTED OTHE"ISE. FURNISH, SBWR 1W IN=4q4.4 VMH#6 101, 0 PIPE UNDER 5LAD DRAINA6E (TYIP. OF 16) INSTALL, TEST, DISINFECT AND FLUSH AATER DISTRIBUTION SYSTEM AND RIM=4ft5t 5Y5TEM - 12'O.0 APPURTENANCE5 MICH CONFORM IN ALL RESPECT5 NITH MUNICIPAL I; WIREMENTS. Cs #6 INV. OUT=4lq2.5 INV. tN=484.2 FE5 #1 1 PRAIN MANHOLE 11 1 � - - - -;--Z-- \ --- �Typ) --- ------ - --- ZE CENTER INV.--404.15 (@ I I tq 65 0 M \#2 CONFORM TO THE LINES INPICATE17 ON THE DRAKN65 AND PROVIDE A MINIMUM COVER RIM=AD5.0 INV. OU'r=454.1 -------- �i OF 5 FEET. IN\4 OUT=465.0 VMH #2 "':4 FES #2 DMH #1 613 #5 ---------- ------ -- ------------- (5ENERATOR RJM=4q5bt PMH #lq INV.=465.25 -- --- -- - -1. ALL SANITARY PIPE SHALL 13E PVC SCHEDULE 40, UNLE55 NOTED OTHERAISE. AHERE INV. IN=4110.5 PI CLEANOUT (TYP) 5EE NOTE 11 9" MW 8TRMT FOR EACH LINE COVER OVER THE PIPE 15 LESS THAN FOUR (4) FEET, Ri&tv INSULATION SHALL BE AGAWM MA SEE NOTE 10 RIM=4615 INV. OUT=40bS INV. 114=455.1 FES 05 IN57ALLW ON THE Top AND 51DES' Or- THE PIPE OR AS DIRECTED By THE DEPARTMENT INV. OUT=454-5 INV. OUT OA5 - - , --- -!�!! i:�; DMH #5 fbO" DIAM`J -485,2 INV,=4&4.0 H-5 2-4"(P PVC, CONDUIT (COMMNICATION5) OF PUBLIC, NORK5. t ca #6 RJM=481�2i 4-4"0 PVG CONDUIT (PONER) PMH #10 FE5 #4 & FOR EACH DRAIN MANHOLE, PROVIDE A MANHOLE FRAME (202.1.0) AND COVER FiUM=461.1 1W IN NEI-456.2 RIM=4a&I± INV.=-182.05 �R-v, o PIPE H-3 H-3 6"4) 01 KATER LINE (202-D-0) BEARING THE LEGEND "ORAIN". INV, OUT=4D4.6 JW. IN (E)=4b6.O INV. IN (5)=465.0 IN 2 2"0 TYPE K COPPER INV. IN ff=485.1 12 IN5PECTION PORTS, Dow:5TIc HATER LINE INV. IN (E)=484.85 - 51TE CONTRACTOR TO PROVIDE STRUCTURE AND FIFIN& OUT OF THE EXTERIOR GREASE 0:1 (T-(P. OFN s " W OUT (4=455.0 INV. OUT=464.65 ---- --- OA5 E -E -C- -E TRANSFORMER INTERCEPTOR. VENTING ANO INLET PIPING TO BE PURCHA5W ANP INSTALLED BY THE INV. OUT (5)=48455 EXFILTRATION CHAMBER H-1 OAH PLUMBINSI CONTRACTOR. 5Y5TEM #1 (5 ROP45VI OA3 It H-1 H-1 CHAMBERS IN EACH) T If 10. GAS SUPPLIER TO FURN1514 AND INSTALL NEA GAS PIPE LINE BETNEEN EXISTING C"A5 2 10" 0 PIPE I I\ 2-4"(P PVC CONDUIT (POINER) MAIN AND METER AT 5UILVIN&. SEE PLUMBING DRA?vNes FOR DETA�L!5 AT THE METER 2 Ex-FILMMION-Sys1cm, Nolm EPIMENT 150LATION ROY4 ST AND CONTINUATIO14 OF PIPING. TRENCHINO AND BACKFILL FROM MAIN STREET TO DRAWINQ� H-1 ST :T -- St 6 #1 METER By SITE CONTRACTOR. TRENCHING, DAOKPILL AND PATOHINO ACROS55TATE so -� $r FIRE HYDRANT 1, ME DETAILS 10 AND It ON SHEET 61 FOR INLET AND OUTLET PIPESIZE AND INVERT INFORMATION - dw 40 -ON mw V. ow 0* H16H)NAY BY eA5 SUPPLIER. 6A5 SUPPLIER TO OBTAIN PERMIT FROM MASS HIGHKAY. 201.9M-R 613 42 SE FORCE AUM FOR EXFILTRATION 6HAMBER!5Y5TEM5 AND 5EDIMENT 150LATION ROAS. S-S s s 0. S s s SITE $ NEC ----------- - igrCO, 11- 5AMUT PAVEMENT AS REWIRED TO INSTALL NEA NATER LINE AND CON T TO 2. PRIOR TO INSTALLINO EACH EXFILTRATION CHAMBER SYSTEM, THE CONTRACTOR 514ALL EXCAVATF. NEW 110S T MECO 114 s S ----------- EXITING MAIN LINE. PATCH ROADNAY IN ACCORDANCE HITH mAs5AC,HUSETT!5 HIGHAAy THE AREA DONN TO THE THE PROPOSED BOTTOM ELEVATION OF THE SYSTEM FOR INSPECTION 5Y OF-PARTMENT SPECIFICATION, SECTION 412, BITUKNOLro CONCRETE FOR pATCHINO. UTILITY THE ENGINEER. THE CONTRACTOR SHALL GIVE- A 44D-HOUR NOTICE TO THE ENGINEER VIHENTI-115 .......... .. 8 CATOH BA51N YSILL OCCUR. CHANC7M TO THE DESIGN OF THE EXIFILTRATION SYSTEM MAY BE REWIRED IF ANY WUT Nf R)U- 9* 12, SITE LI&HTIN6 IN6LUVIN& POLE PROVIDED BY ELECTRICAL CONTRACTOR, REFER TO PLAN 17" INV, OUT-4MV CIS (TYP) MAIN STREET I Z$ OF Tw FaLOWN6 aeleluk: . ....... TE . R �n LIN ELECTRICAL PLANS FOR FIXTURE TYPES AND DETAILS. LIGHT POLE BASES PROVIDED ... .... . ... ... ..... ..... .... 0 .......... .. �4' A. SOILS ARE MOUNTERED THAT ARE HYDRAULICALLY DIFFERENT THAN AHAT JAIAS ASSUMED BY SITE CONTRACTOK WV )N-4.9a6' A**Aa (SHLO 0239) IN THE STOM-11AIATM CALO.LATIONS. WV OUT-495.2' INV. IN-486X INV. OUT=48&6' S. A HIGHER 5EA50NAL 6ROUNDAA17ER ELEVATION 15 ENCOUNTERED (SEASONAL H16H 9 ... . ................. . 15� ALL. FLE6TRICAL AND COMMUNICATION CONDUITS, (AITH FULL STRIN65), PROVIDED By � - -s-1- &ROUNONATER ELEVATION MUST BE A MINIMUM I FOOT DELON THE BOTTOM OF THE Or CIP CLASS V, ELECTRICAL CONTRACTOR, TO BE 5URIF-0 A MINDqUM OF 56" BeLoyj FIN15H 6RADE Ato w S---- W&CC �Dq,71-j D 0 Exr-ILTRATION CHAMBER 5Y5TEM), INV. IN=491�.31 �T 5 BEOPEV IN SAND. TRENCHING AND BACKFILL BY SITE CONTRACTOR. NEW Co. 1019 w- 6, ANY UNSUITABLE SOIL 15 ENCOUNTERED AND FOR ANY REA50N, IT 15 NOT FEASIBLE TO INV, OUT=491,1' of ELECTRICAL CONTRACTOR To PROVIDE! CONTINUou5 ME REMOVE AND REPLACE IT. f;�" oL-50 I- f0a 14. -TAL 5AEEF5 AT ALL UTILITY 15T VNECO- w- w- OR MENDS. 1-5 is w 72' c D.I. INV. IN(A)-4910 Ncy&,r COMM w w INV )Nft-011' RM IN(C)-491.7' f12' RC.*) 15. METER, PRIMARY PONER JNIRIN& AND TRANSFORMER PROVIDED BY LOCAL UTILITY INV m(p)=492,0, fie Rcp) COMPANY. Wv DUT=49t�sl Wx (9"x 6" TAPPING RIM=49.10' 16, CONTRACTOR SHALL CONTACT A6AVs[AM PPYi REGARDINr SLEEVE V41TH VALVE wV Out"szol v THE yjATER CROSSIN6 THE STATE H16HKAY (MAIN STREET) AND OBTAINING A ROAD CUT PERMIT. AC-jAKAM DPYq SHALL OBTAIN THE ROAD OPENING PERMIT FROM MA55 HI&HKAY. CONTRACTOR To MSELED -X' ON HYDRANT FLANGE 8OLr (NIE SIDE) NEVi POLE A140 OVERHEAD COORDINATE ROAD CROSSING YqORK 111TH OTHERS IN ORDER TO MINIMIZE DIMPTION 016 5AFE NOTE: ELEV.=5O[XG0' (AMOED) HIRING BY LOCAL UTIUTY W. OF MAIN STREET. UTILITIES ARE PLOTTED FROM FIELD LOCATION AND ANY DOMESTIC, AATER LINE IO-FEET OUT FROM BUILDINa BY PLUMBING CONTRACTOR. FIRE RECORD INFORMATION AVAILABLE, AND SHOULD BE PROTECTION SERVICE IO-FEET OUT FROM BUILDING BY FIRE PROTECnoN C4NTRACTOR. CONSIDERED AFVROXIMATE OTHER UTILITIES MAY EXIST MICH ARE NOT EVIDENT OR FOR NHICH RECORD GRAPHIC RrAT.F. INFORMATION KA5 NOT AVAILADLE. CONTRACT095 (IN ACCORDANCE NiT14 MA55.61. CHAPTER b2 SECTION 40 AS VA M 0 15 30 60 120 AMENDED) MUST CONTACT All-L UTILITY COMPANIES BEFORE lio SITE UTILITY FL�N I I I t- 'I I I EXCAVATIN6 AND DRILLING, ALSO, CALL "PI(5-SAFE" AT -1111111111111101L.- . 1.1 I(e0e�)544-�1255 IN FEET ) s 'A $NV. OV71-48M' My, OVII-4816' W I-T S $NV. =4� REMOVE TH15 LINE OF ER05ION CONTROL AFTER THE 0f5CHAR(9F PIPINO, FLAREP END 5TRUCTURE AND SPLASH PAD HAVE 6" 10 PIPE 13EEN GOMPLETED AND AREA 5TABILIZED OA3 OA5 OA3 H-11 fi-4 -E 'w FES # low FF 489.8' 51 T FENCE a AREA 5ANITARY VV YBALE5 lek (lb PRAIN MANHOLE 013 (TY (TYP) H-1 5mH #2 OAH 14 0 pip H-1 1;- 0 Plpr- w L/I r1l g-p OAH OAH RELOCATED 06 AV #2 H 0 GY AD #1 FIRE HYDRANT EMI 5ENGY OAH OVERFLON 6. OAH 61, 0 PIPE H-1 OAH H-1 4 OUTLET E v c E �'j'7 - c -Z STAMP. E -E SANITARY STRUCLURE5 5" 'p PIPE CONTROL SCHEDULE x EXIFILTRIATION CHAMBE @5TRUCTURE - - - - - - - - - - - - - 613 #10 A, \1 11 0 ;l , '- - 10" (1) PIPE 03 5MH:#1 SYSTEM #5 (11 R0115/10 H--7 12" 0 PIPE - OAH CHAM13ERS IN EACW A& 4 H-6 4 7.1 1W [N=4a5.40 IN5PECTION rX)MAH R-.sr�C'B #q ki -1-r INV. OUTt-465.55 . - -- I " 0 PIPE OA5 PORTS SEDIMENT ISOLATION ROV4 DMH #14 10 Will FLARED E14D 5TRUGTURE (TYP. OF 12) SMH #2 1 4p PIPE DMH,#b EXFILTRATION GHAMSER 10110 PMFI #11 OAH No. 36976 RIM=45aht r-0 5Y5TEM #5 0 ROA5/5 PIPE -4 INV. IN=464.60 c5-12" 4� PI BERS IN FACH) INV. OUT=404.55 OAH :E5 #3 3 OA5 M3 OA5 H-11 "", F- 1, r - H-11 4-11 E -�v F. 4-4c it I: EXIST. SMH -K H- RIM--48cl.4± �EX16T) ST ST ST st --4sr ST $1 $T $r $r 7'-A x X OA5 INY. IN=4a5.l -�-X'::- ;X� - 5" 'p PIPE-/ 5EDIIMENT� 101, 4) Pi 15" 0 PIPE H-11 AV awn* 4 SCALE: INV. OUT=4b5.6 fEX15T) OA3 QMH #12 (p TRAP DMH #Ia . ..... PI FE5 #1 FE #2 H-11 we *-W-"* t2 OA5 I 0 T _c E H-2 'qf 613 #rb PROJ. NO: 05-1906 DMH #5 OA!5 &�'w PtPE-\ 101, 4� OAH DRAWN, AMS/RTM OA5 DRAINAGE 5TRUCTURE5 50HEOULE H-2 H-4 PIPE H-2 0 PIPE 4' RTM/DCG 00 #1 Ca #q VMH #4 DMH #11 IN5PEGTION PORT5 J SEDIMENT 150LATION R(S)yq 6.1 RIM=4415.6 RIM=4b-155 RIM=466.4i RlMr-4671.2i V H & DATE- 05/30/07 INV. OUT=4116,:3 INV. OUT=464.15 (TYP. OF 12) PIPE 5MH # 71 INSPECTION PORT5 (TYP. OF 5) INV. IN (E)=Q41 INV. IN 0=464.5 #q DMH 910 EXFI'LTRATM CHAMBER CE3 #2 INV. IN (ININ=465.0 INV. IN H=463A5 VMH #4 4) PIPE 4" V PIPE ROI,'6/'5 1---\ GENERAL NOTES- FILE NAME., \ClVlL\DWGS\C.3 C15 #10 INV. OUT=4&4.4 INV. OUT=4a-5.1 ROA OAH IV v I - > 4 SYSTEM #4 (b RIM=4,lq.1 RIM=46'155 5EDIMENT 150LATION 12" (P PIPE 01 0 P1 W IKV.=4&b.O CHAMBER5 IN EAC, INV. IN=4115.6 INV. IN=455�0 I H-5 1, REFER TO ORMIN& 0.2 FOR ADDITIONAL GENERAL NOTES. -08-07 Wz4b5.15 DMH #5 VMH #12 REV. 08 INV. OUT=4115.6 INV� OUT=464.55 RIM-z4a6.4t OAzl OA5 INV. IN=485.4 IINV. IN (100=4i�5�2 H-5 H-2 b", . 'V OAH 2, TOM STANDARDS 5HOULP BE FOLWNED FOR 51TE UTILITIES. DETAILS A5 5HOAN IN CS #3 2 0 0 PH-4 GENERAL REFLECT TOM STANDARDS. SHOULD THERE BE ANY LOCATIONS VqHERE RIEV. AD #1 INV� OU7%4D5.4 INV. IN (N)=455.35 EXFILTRATION CHAMBER 10" (P PIPE 4 P,IM--4ql.O Rllvlz451�a 5Y5TEM #2 (18 RON517 ---- ----- THESE STANDARDS CANNOT BE ADHERED To DUE TO 51TE CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO COMMP-NCIN ONST U TION. INV. OUT=465.55 79 - INV. IN ft)=,4ci5.:2 INV, OUT=405-5 CHAMBERS (2 �4 6" 4) PIPE 7"7 DMH INV. IN. H=4q5h RIM=45'7.5± DMK #15 VMH #6 IN EACH) A 1% - Z-1 AD #2 a" 4) PIPE 5. UTILITY SERVICES TO EXISTING FACILITIES SHALL BE MAINTAINED AT ALL TIMM DURING INV. OUT=455.4 INV. IN=484.4 RlMz485.li &0 SEDIMENT 150LATION AD #5tq -------- NEV4 CONSTRIZ-1710N. RIM=4blb 6REA9E TRAP (5EE NOTE q) INV. OUT463.11 INV. IN;:482.1 plopq (TYP) GB #4 INV, OUT=455.25 2 OAH 6110 Pvc 5=0-5% PIPING BY PLUMBINC, INV. OUT=462.1 2 CONTRACTOR 4. At L DRAINPIPE TO BE HIGH PEN51TY POLYETHYLENE Fin, uNLES5 NoTE17 OTHER ISE. PROJECT TITLE: H-5 VMH 0*1 1 --- ----------------- RIM=4al.5 c _c JE I , I FOUNDATION DRAIN (TYP) AD:#5 �l It -14- t I y 10' OUT BY PLUMBINO 10'OUT BY PLUMBIN6 IW. 114=4852 RIM=461.1± DMH #14 1 OAH INV. OUT=455�0 RIM::460IJ INV. INN=4555 RIM=451.1:t H-5 -OA5 .2 CONTRACTOR ONV.=455.65) CONTRArTOR INV`�=4b5l!5) DRAIN'BOOT PIPING 5. ALL DRAIN PIPING FROM INDIVIDUAL DRAIN 50OT5 TO A CATCH BASIN OR MANHOLE INV. OUT--4a6.5 ------------ ---------- SHALL BE b" DIAM., UNLE55 NOTED OTHE"151E. CID #5 IW. IN ("=4kM53 INV. IN (N)=4f)4.45 H-5 t; (5EE NOTE 5) AGAWAM RIM=455.0 INV. OUT=4e6,l'l 1W IN NE)z494.25 NEN SENICIR GENTER 6. ALL KATER PIPE TO BE DOUBLE CEMENT LINED, BITUMINOUS COATED, DUCTILE IRON PIPE DMH #1 /111 1 INV. OUT=465.2 RIM=4q-1.9t INV. OVT=46+2 DRAIN BOOT ( 2 N V41TH PUSH ON JOINTS, C4.ASS 52 OR GREATER, UNLESS, NOTED OTHE"ISE. FURNISH, SBWR 1W IN=4q4.4 VMH#6 101, 0 PIPE UNDER 5LAD DRAINA6E (TYIP. OF 16) INSTALL, TEST, DISINFECT AND FLUSH AATER DISTRIBUTION SYSTEM AND RIM=4ft5t 5Y5TEM - 12'O.0 APPURTENANCE5 MICH CONFORM IN ALL RESPECT5 NITH MUNICIPAL I; WIREMENTS. Cs #6 INV. OUT=4lq2.5 INV. tN=484.2 FE5 #1 1 PRAIN MANHOLE 11 1 � - - - -;--Z-- \ --- �Typ) --- ------ - --- ZE CENTER INV.--404.15 (@ I I tq 65 0 M \#2 CONFORM TO THE LINES INPICATE17 ON THE DRAKN65 AND PROVIDE A MINIMUM COVER RIM=AD5.0 INV. OU'r=454.1 -------- �i OF 5 FEET. IN\4 OUT=465.0 VMH #2 "':4 FES #2 DMH #1 613 #5 ---------- ------ -- ------------- (5ENERATOR RJM=4q5bt PMH #lq INV.=465.25 -- --- -- - -1. ALL SANITARY PIPE SHALL 13E PVC SCHEDULE 40, UNLE55 NOTED OTHERAISE. AHERE INV. IN=4110.5 PI CLEANOUT (TYP) 5EE NOTE 11 9" MW 8TRMT FOR EACH LINE COVER OVER THE PIPE 15 LESS THAN FOUR (4) FEET, Ri&tv INSULATION SHALL BE AGAWM MA SEE NOTE 10 RIM=4615 INV. OUT=40bS INV. 114=455.1 FES 05 IN57ALLW ON THE Top AND 51DES' Or- THE PIPE OR AS DIRECTED By THE DEPARTMENT INV. OUT=454-5 INV. OUT OA5 - - , --- -!�!! i:�; DMH #5 fbO" DIAM`J -485,2 INV,=4&4.0 H-5 2-4"(P PVC, CONDUIT (COMMNICATION5) OF PUBLIC, NORK5. t ca #6 RJM=481�2i 4-4"0 PVG CONDUIT (PONER) PMH #10 FE5 #4 & FOR EACH DRAIN MANHOLE, PROVIDE A MANHOLE FRAME (202.1.0) AND COVER FiUM=461.1 1W IN NEI-456.2 RIM=4a&I± INV.=-182.05 �R-v, o PIPE H-3 H-3 6"4) 01 KATER LINE (202-D-0) BEARING THE LEGEND "ORAIN". INV, OUT=4D4.6 JW. IN (E)=4b6.O INV. IN (5)=465.0 IN 2 2"0 TYPE K COPPER INV. IN ff=485.1 12 IN5PECTION PORTS, Dow:5TIc HATER LINE INV. IN (E)=484.85 - 51TE CONTRACTOR TO PROVIDE STRUCTURE AND FIFIN& OUT OF THE EXTERIOR GREASE 0:1 (T-(P. OFN s " W OUT (4=455.0 INV. OUT=464.65 ---- --- OA5 E -E -C- -E TRANSFORMER INTERCEPTOR. VENTING ANO INLET PIPING TO BE PURCHA5W ANP INSTALLED BY THE INV. OUT (5)=48455 EXFILTRATION CHAMBER H-1 OAH PLUMBINSI CONTRACTOR. 5Y5TEM #1 (5 ROP45VI OA3 It H-1 H-1 CHAMBERS IN EACH) T If 10. GAS SUPPLIER TO FURN1514 AND INSTALL NEA GAS PIPE LINE BETNEEN EXISTING C"A5 2 10" 0 PIPE I I\ 2-4"(P PVC CONDUIT (POINER) MAIN AND METER AT 5UILVIN&. SEE PLUMBING DRA?vNes FOR DETA�L!5 AT THE METER 2 Ex-FILMMION-Sys1cm, Nolm EPIMENT 150LATION ROY4 ST AND CONTINUATIO14 OF PIPING. TRENCHINO AND BACKFILL FROM MAIN STREET TO DRAWINQ� H-1 ST :T -- St 6 #1 METER By SITE CONTRACTOR. TRENCHING, DAOKPILL AND PATOHINO ACROS55TATE so -� $r FIRE HYDRANT 1, ME DETAILS 10 AND It ON SHEET 61 FOR INLET AND OUTLET PIPESIZE AND INVERT INFORMATION - dw 40 -ON mw V. ow 0* H16H)NAY BY eA5 SUPPLIER. 6A5 SUPPLIER TO OBTAIN PERMIT FROM MASS HIGHKAY. 201.9M-R 613 42 SE FORCE AUM FOR EXFILTRATION 6HAMBER!5Y5TEM5 AND 5EDIMENT 150LATION ROAS. S-S s s 0. S s s SITE $ NEC ----------- - igrCO, 11- 5AMUT PAVEMENT AS REWIRED TO INSTALL NEA NATER LINE AND CON T TO 2. PRIOR TO INSTALLINO EACH EXFILTRATION CHAMBER SYSTEM, THE CONTRACTOR 514ALL EXCAVATF. NEW 110S T MECO 114 s S ----------- EXITING MAIN LINE. PATCH ROADNAY IN ACCORDANCE HITH mAs5AC,HUSETT!5 HIGHAAy THE AREA DONN TO THE THE PROPOSED BOTTOM ELEVATION OF THE SYSTEM FOR INSPECTION 5Y OF-PARTMENT SPECIFICATION, SECTION 412, BITUKNOLro CONCRETE FOR pATCHINO. UTILITY THE ENGINEER. THE CONTRACTOR SHALL GIVE- A 44D-HOUR NOTICE TO THE ENGINEER VIHENTI-115 .......... .. 8 CATOH BA51N YSILL OCCUR. CHANC7M TO THE DESIGN OF THE EXIFILTRATION SYSTEM MAY BE REWIRED IF ANY WUT Nf R)U- 9* 12, SITE LI&HTIN6 IN6LUVIN& POLE PROVIDED BY ELECTRICAL CONTRACTOR, REFER TO PLAN 17" INV, OUT-4MV CIS (TYP) MAIN STREET I Z$ OF Tw FaLOWN6 aeleluk: . ....... TE . R �n LIN ELECTRICAL PLANS FOR FIXTURE TYPES AND DETAILS. LIGHT POLE BASES PROVIDED ... .... . ... ... ..... ..... .... 0 .......... .. �4' A. SOILS ARE MOUNTERED THAT ARE HYDRAULICALLY DIFFERENT THAN AHAT JAIAS ASSUMED BY SITE CONTRACTOK WV )N-4.9a6' A**Aa (SHLO 0239) IN THE STOM-11AIATM CALO.LATIONS. WV OUT-495.2' INV. IN-486X INV. OUT=48&6' S. A HIGHER 5EA50NAL 6ROUNDAA17ER ELEVATION 15 ENCOUNTERED (SEASONAL H16H 9 ... . ................. . 15� ALL. FLE6TRICAL AND COMMUNICATION CONDUITS, (AITH FULL STRIN65), PROVIDED By � - -s-1- &ROUNONATER ELEVATION MUST BE A MINIMUM I FOOT DELON THE BOTTOM OF THE Or CIP CLASS V, ELECTRICAL CONTRACTOR, TO BE 5URIF-0 A MINDqUM OF 56" BeLoyj FIN15H 6RADE Ato w S---- W&CC �Dq,71-j D 0 Exr-ILTRATION CHAMBER 5Y5TEM), INV. IN=491�.31 �T 5 BEOPEV IN SAND. TRENCHING AND BACKFILL BY SITE CONTRACTOR. NEW Co. 1019 w- 6, ANY UNSUITABLE SOIL 15 ENCOUNTERED AND FOR ANY REA50N, IT 15 NOT FEASIBLE TO INV, OUT=491,1' of ELECTRICAL CONTRACTOR To PROVIDE! CONTINUou5 ME REMOVE AND REPLACE IT. f;�" oL-50 I- f0a 14. -TAL 5AEEF5 AT ALL UTILITY 15T VNECO- w- w- OR MENDS. 1-5 is w 72' c D.I. INV. IN(A)-4910 Ncy&,r COMM w w INV )Nft-011' RM IN(C)-491.7' f12' RC.*) 15. METER, PRIMARY PONER JNIRIN& AND TRANSFORMER PROVIDED BY LOCAL UTILITY INV m(p)=492,0, fie Rcp) COMPANY. Wv DUT=49t�sl Wx (9"x 6" TAPPING RIM=49.10' 16, CONTRACTOR SHALL CONTACT A6AVs[AM PPYi REGARDINr SLEEVE V41TH VALVE wV Out"szol v THE yjATER CROSSIN6 THE STATE H16HKAY (MAIN STREET) AND OBTAINING A ROAD CUT PERMIT. AC-jAKAM DPYq SHALL OBTAIN THE ROAD OPENING PERMIT FROM MA55 HI&HKAY. CONTRACTOR To MSELED -X' ON HYDRANT FLANGE 8OLr (NIE SIDE) NEVi POLE A140 OVERHEAD COORDINATE ROAD CROSSING YqORK 111TH OTHERS IN ORDER TO MINIMIZE DIMPTION 016 5AFE NOTE: ELEV.=5O[XG0' (AMOED) HIRING BY LOCAL UTIUTY W. OF MAIN STREET. UTILITIES ARE PLOTTED FROM FIELD LOCATION AND ANY DOMESTIC, AATER LINE IO-FEET OUT FROM BUILDINa BY PLUMBING CONTRACTOR. FIRE RECORD INFORMATION AVAILABLE, AND SHOULD BE PROTECTION SERVICE IO-FEET OUT FROM BUILDING BY FIRE PROTECnoN C4NTRACTOR. CONSIDERED AFVROXIMATE OTHER UTILITIES MAY EXIST MICH ARE NOT EVIDENT OR FOR NHICH RECORD GRAPHIC RrAT.F. INFORMATION KA5 NOT AVAILADLE. CONTRACT095 (IN ACCORDANCE NiT14 MA55.61. CHAPTER b2 SECTION 40 AS VA M 0 15 30 60 120 AMENDED) MUST CONTACT All-L UTILITY COMPANIES BEFORE lio SITE UTILITY FL�N I I I t- 'I I I EXCAVATIN6 AND DRILLING, ALSO, CALL "PI(5-SAFE" AT -1111111111111101L.- . 1.1 I(e0e�)544-�1255 IN FEET ) ILITTFE E 8 5 LE5 �,Fl 5 -J L V F106 F104 Fla INY. 4 -0-1� Big MATCH EX15TINe ROADNAY 6RAVE 100"ViETLAND ir �1-611 EX15TINC7 BUFFER ZONE FF 4189.18V 5AWUT Ro �-ty eRAVE -488- ------- A-wpl- f �T AT AJA of N 4W S. amff- EME 4WJ E NCY AD RIM=4516' —4W— -/ - OVERFLON 4055 To JIM) 4W-55 L = !::D- E:===== 4b-1.0 DMH RIM DMH RIM=46-7.5i 65 RIM� 45155 613 RIM=4epl.55 613 RIM��481.55 =4e)6.5± PMH RIM RIM=4f0_3 "*--VMHRIM=4bj.1i 100"JAETLAND BUFFER ZONE �4495 --7 01v 4 RIM ...... =44121 wow 65 RIM y y Iva N 4/ z / . 1. X" 11 5EDIMENT TRAP FE5 INV.= 4b4.0 P-P I OUTLET 463.5 PMH RYM��e-,Af 1% N" FES INV,= 4&5.25 GI3 RIM= b.0 5MH PIM=4bb.4± VMH RIM=40�v' '4� EON ---1 1 \—\x, DMH RJM=4a6.4f �VMH RIM=4&85-+;�� T A,' 4" OD cp 0-) ,T,TALL ION CONTROL A TER F1 L GRADIN& AND I 00IIIIIRE5T D AETLAND AREA 305 5F TEMPORARILY 015TURIBED VIETLAND AREA (RE -MOVED MATERIAL AND PLANTS DURINC-) 5NALE CONSTRUCTION [RE6RADIN(5) 5HALL 13E REPLAGEDAT THE NEN &RADES 51 RES NITH RI(P-RAP P D v ENLAR&ED NETLAND AREA 613 RIM=4815 OENER-Al- NoTF,5, 6&6 -4 L STABILIZATION OF ALL SLOPES &REATER THAN 5-1 MAY REGUIRZ COCONUT FABRIC UNTIL VE6ETATION HAS 15EEN ESTABLISHED. THE CONTRAOTOR514ALL PROVIDE CH TA131LIZATI N, DM'H RIM=4ibq.2i 5u, 5 0 OR APPROVED BOUAL, IF RE(XIRED, C7.F.: -1'qO'25': 'MANHOLE 493 GOVER5 AT FIN15H,&RAVE 6ENn;ZAL AETLAND NOTES.. I THE CONTRACTOR SHALL PLACE ER05ION CONTROL BARRIEF,�$ AROUND THE PROPOSED NORK IN THE IAETLAND AREA PRIOR, To THE START oF CONSTRXTION UNLESS NOTED OTHERKISE. IN V 4q5bf: 2. THE TOP 1,2" Of: SOIL FROM THE ORI&INAL MTLAND TO BE TEMPORARILY P16TURBEV MUST BE NEK -5-ER14R TRANSPLANTED Y41TH SOIL 5TFXOTURE - ESPECIALLY LAMINATION AND DEN51TY PROFILE - AS INTACT AS POSSIBLE BACK TO THE OR16INAL AREA. .. .. ... ..... .... % ........... 5. 501L MATERIALS TO 5B REU5EP (FROM THE TEMPORARILY DISTURBED IMETLAND DURIN& CON5TRWICTION) SHALL Of- REMOVED AND PLACED IN AN AREA 140T OISTUROED 5Y CONSTRUCTION FF.F. 503-�& ANP REPLACED AIT14IN ONE DAY. IF THIS 15 NOT POSSIBLE, THESE SOILS AND PLANT MATERIAL 514ALL DE 5T0cKPiLEp FOR THE MINIMUM AMOUNT OF TIME AND' KEPT LooSEL-( coveREjp Amp M015T AT ALL TIMES. 4. IN ADDITION TO THE ABOVE A NE161 ENOLAND MTMIX AVAILABLE FROM NEA ENSLAND NETLAND PLANTS, INC, AMHERST, MA, OR, APPROVED EOUAL. SHALL BE 50M By THE CONTRACTOR OVER THE DMH RIM=4,11.3± 1 0 RESTORED AREA AT A RATE OF ONE (1) FOUND PM 10,000 SWAPE FEET� ZE5 65 RIM=4ql.O 5. A INETLAND SCIENTIST, HIRED 5Y THE CONTRACTOR, SHALL VISIT THE 015TURBED/REPLACEP AREA NTIN6 MONTHLY FOR THE DURATION or- THE FIRST 61ROV411I SEASON AFTER REFLANTIN6 TO DETERMINE THE NEED FOR IRR16ATION AND ADDITIONAL FERTILIZATION AND TO INFORM THE CONTRACTOR OF 65 RIM= THESE REQUIREMENTS. 4cici.i (9- EROSION CONTROL MEASURE5NITHIN THE NETLAND AREA SHALL 13F- REMOVED UPON STABILIZATION im. OF THE RE9TOREP AREA TO ALLO)N FREE OIRCULATION Or- MTER BETMEN THE RESTORED Y4ETLAN12 AREA AND THE AD-1ACENT, NATURAL Y4ETLANDI. THE NETLAND SCIENTIST SHALL INSPECT THE P15I PARE5TOREP AETLANI? AREA TAICE EACH YEAR, DURINO LATE SPRI AND MID TO LATE SUMMER Or- T14E FIRST TY40 FULL r;7RonN& sr:AwNs. ------- 7---- THE SUMMER INSPECTION SHALL INCLUDE A VE&ETATION SURVEY To AI THAT AT LEAST -1.5% OF --- ---- THE MITLAND AREA HAS BEEN REESTABLISHED Y41TH INDI(51EN04 NETLAND PLANT SPECIES VqITHIN M=4qe�b P-1 THE Ty1O OROAIN6 SEASONS FOLLOY06 REPLANTIN6. MATCH EXISTING —499- ROA MAN STREET THE CONTRACTOR SHALL COMPLY NITH ANY AND ALL REQUIREMENT5 SET FORTH 5Y THE A(5AYiAM MATCH 5XI!5TiNc HEP, 51)c, -A 6 TTER LINE Raww-KA E CONSERVATION COMMISSION VIA ORDER Or CONDITIONS OR OT H MEANS. (SHLo t2239) 497— T (-70TTER I ................ ...... . ........ --499— -"VggL- ---------------- =I CwMIED *X' ON HYDRANT FLANGE SOLT fN,,t WDE) ELEV-60MCO' (AS51I (;W= SCAU 60 A 1 - � STAMP. S T, NIISIASZE SCALE. i"= 30, PROJ. NO: 05-1906 DRAWN: AMS/RTM CHECKED: RTM/DCG DATE: 0-5/30/07 FILE NAME, \C1V1L\DWG$\C.4 REV, 08-08-07 REV: PROJECT TITLE: A"WAM SEMIR CENTER W4 MM MET AGAWAK MA DRAWING; SITE GRADING PLAN SHEET: Cs4 DETENTION AREA . ........ B" DIM GRASS 14" DIAJ 24- DIA ,30" i)IA. I (15)TO FN I PN GRASS IM F Is Is III GRASS 12" DIA. GRASS GRASS GENERAL. -NQ11w-- ALL PLANTIN65 AEWMN6 THE P. IN A SAFE AND. 0 NTAINED AND THAT PORTION OF THE PUBLIC, NAY NCLUVINC7 THE TREEBELT SHALL BE MAINTAINED CONPITtON 5Y THE OANP-R OF THE PARCEL, GRAPHIC SCALE 20 40 IN F I inch = 20 ft 0 ARC"rrEL-rS ENSINEERS INTERMIR, mstsNms F3RO-JEL-T N��Emew -430 MAJN STREET Ari�A MA 13113111 TEL.- 413. 913013 8699 STAMP: ( it SCALE. 1 00 = 20p PROJ, NO: 05-11906 DRAWN: AMS/MEB CHECKED: RTM/DCG DATE: 05/30/07 FILE NAME' \CIVIL\DWGS\Ll REV. 08-08-07 REV, PROJECT TM-F- AGAVMM SENM CENIER ON MM VrFMT AOAW* MA DRAVMM- LANDSCAPING PLAN SHEET: Lal 5/b" 6NB EA. SIDE TO 4" ABOVE FIN. CL67, (UNO� 2x4 W. STUD @ 16" 0.( . To 5TRUCT, ABOVE (ONO) "A"!50FFIX IND16ATES ACOUST. BATT IN5UL. REOV, TYPE 7 6HB EA. SIDE TO 4$' ABOVE FIN. C16. (ONO) ---2x& HE). 5TUP 0 16" O.G. TO 5TRLrT. ABOVE (ONO) "A" 9JFFIX INDICATE5 112" EXT, 5HEATHING ONESIDE N R-Iq BATT INSOL. v41 POLY VAPOR BARRIER (CONT.) Bo SUFFIX INDICATES ACOUST. BATT WSW. REO'P� 67 3/,l ly Ty 3A 51DIN& W/ AIR INFILTRATION BARRIER ON 5/0" EXT. PLYND. SHEATH. R—Icl BATT IN5UL. 4 VAPOR BAMER, PROVIDE ACCOUST. BATT INWL. 6112- _lYPE TYPE &M ONESIPE TO 4" �VE FIN. GL6. (UNO) Nl?� STUD 0 I(o* 0.6. To ZT, ABOVE (URO) 1� —1/6 3 TYPE < > No, omo 1--L_4 j � LP-E- < > 7" 4" (3 51b") BRICK VENEER I 31b" AIR SPACE '(5M BOTH SIDES TO 4" . 5/5" EXT. PLYND. >vrz nN. 6L(,, (UNO) x R-fq BATT IN5UL. KI POLY VAPOR BARRIER ZONT) NP, 5TUD @ 16" O.C. TO UCT. ABOVE (ONO) \u< 2x(o IND. 5TUP @ 16" 0.6� �L TO UNDERSIDE OF 5TRUCT. 5/8" 6PI13 TO 4" ABOVE FIN. 6LC5. (UNO) 11514 W"Wo RE[W 60NG. HALL 615E 5TRUCT, OW-6) 2" POLY150( YANURATE R1611? IN9UL. AND POLY VAPOR BARRIER 5/8 " MO I STORE RE515T. (?NE3 TO UNPER510E OF 5TRUOT, ABOVE. 12" REINP. CONG. NALL (SEE 5TRUGT, PRANIN65) I L2 516 (2) LAYERS OF 5/5" F-C� 6V46 EACH 51VE TO 5TRUCT. ABOVE 2xIO NP, 5TUP 0 24" O.G. TO 5TRZT. AE30VE (UNO) TYPE < > HALL 7*rFES 56Alr-_.- V = V-0" AR(�HJTECTURAL LE6ENP SIVIN6 v41 AIR INFILTRATION BARRIER ROOM NUMBER 4" (3 5/6") BRICK VENEER REFER TO ROOM FIN15HSCHEPULE Z 131b" AIR SPACE DOOR NUMBER R-t4 BATT IN5UL. w/ POLY REFER TO POOP, SCHEDULE VAPOR BARRIER (CONT) NINPOY4 NUMBER 5M (9 1/4" PLYND. _4 KALL CON5TRUCTION TYPE 2xb 2k, SPACER 2xfo REFER, T05( HEPULE Z� REVISION h" 2x(o I'v, 2X6 5Y 1/4'P 1) 2X6 2x6, COLUMN, SPACER X_X SECTION NO. 5x5 COLUMN 5x'l GOLUMN 501 6vqI3 \lX_XXj SECT [ON REFERENCE SHEET 6 314 SECTION No. 5AME PRANIN6 SHEET 4 2 INTIE _RIOR ELEVATION VIEN5 Vp COLUMN DETAIL COLUMN DETAIL �_COLUMN VETAI 0 UMN 2LT—AL 11/2 5(,ALE: 11/2 1'-�Y 50ALE. 11/2" V-0" ELEVATION/ VIEN 5E6TION No. ELEVATION REFERENCE SHEET COLUMN LINE DES16NATION V PORTICO fERRA(t !OPEN 116H LE + Lil J2 ul) 24 �-10 510 /11-9 50 ill 23f Ld' I -7� 1/ -115140 20 1 4,71refj J vq �/w 21'- 0- qj-5t( 6 'i -...,4 6�_5 Ile# 101-e 11 74 5�-b'l F, 71 V- VM H.0, J PUMP5TER up A� POI�CH RE q�-10 112" PORG14 IB I STORE q 5TO- !.4 IA Al A STORE #6 521 [�N ,1- B25 6�_q 11211 113261 -4141, 12 kl 310 7 7 �H4 A2 N- 0- 7 510 -4- )NIRE CAC71E j 2 310" 44�-O" 5-1 PARTITION ILET NURSE VESTIBULE E95 3 LA COATS ::�T PANS IDE L5 1PAPER I LOrKCW:, &ATE FOR A HEAL TH 8 NELFARE 1314 RE] STORE #11 130 r,r-. AJO p;_ -1 ASH N - fr- 7 r--t " -- I F , r --E� THE COUNCIL STORAGE. T-O" H.) 5HONER, VWT A FOLPINC7N 10 N PARTITION AM 1-1 HALL M \,A -A T" 2"' a, Ir f3 �TAIR FITNE55 4 WAN_ I #2; —UP > 4 'A(5E___ STOR j ACTIVITY F510 MIRROR N"X _j TI( KET!51 4 INFO ROOM ? TT A,ll TGH�� 13 % W F E7PQ tl A 4- x 6-0 H,— AV E6VIPI 4 27-7 MOP 7� --- 1 CONTROL B24 44'-0 31.4 N Iq '-4 //.r _19c too j6L _46- L JA ----------------------------------------- REFR16ERATOR nFT- IU R) 3 5 CN 1 <3 PININ6 EXTENSION t PART RAJ_L i`rtot4 CHEM. Z) k14 MULTI PURP05E X M4 ------ --------------------------------------I K* J�3 B41 1-00 A 6 'EAK W OFFICE 31,6. 3�v MEN!:-; 1340 7( it 3/& 0 LAV, ---------- ------ MEECH. R1,4. ELECT. RM. z Q) j A, rw I Ln) I TOILET Wo IS f"4 7�-11 AV�,il TORE #10 STORE -12 A a I A55151 ANT DIREC, R 12" HIOH W 516 144 PLATFORM MUSIC, RM. 2) 7 ilEld�_ mr law �� J, 34-T, Llll__�� A-16 A 4 112 Z- 4 112 W-2 14' 14 516" 14'-2 51,0 40 3 4> PITCH FL. 3" 'N UNEXCAVATED ------------- 5TORE #8 -- - - - - - - - STORE -11 Ah I Nrl [GENERATOR U.A I. L 4�-oll,, J Cl 1_11 WIN, MW t? J�-4 J� Ma 26�40 t N 1.4 ) U2 LCHER LEVEL F 50ALE- 1/5" = V-0" owl 0 rA 0 WAS" $TAW, V, 0 3 No� 284 V, sma'. A' SCALE- i *-o" PROJ. NO: 05-1906 DRAWR AMS/AJD CHSCKM. oca DATE' 05/30/07 FLE NAMF-- \ARCH\AA Rav- 08-08-07 REV. PROJECT TITLE- AGAWAM SENIOR CENTER 04 MM STfM AGAWAK MA DRAVMG: LOWER LEVEL FLOOR PLAN WALL TYPES WN--- SHEET: 0 2 2 314" 24 `40 318" to l�.la J 10 �+.lo r 2 , 15'-& T-11 114" 314" 0,--G 1/2" V 1I /� 03-ll 514 l5-5" 2V-5 a/8" 7'-1! 114" b 314 4 kb118" ] _ � -RELIEF LOWER - RELIEF LOWER---- T ��- F i MEGH. SADDER TO MEGH. _< ROOF ABOVE q � RM. #2 p ' F11 � STAI #2 9 DN. 01 t71B WALKWAY' 02 GENERAL NOTE: UNLESS NOTED 5HOWN ADJACENT TO 51VE KAL I `-b" FROM FACE OF '510EWALL o� -G M I y STAIR 501 - hY MEZAN I NE FLAN 5GALE: 115" = V-Q"' MAIN tf 1L�� LEVEL L PLAN 56ALE: fIGi,_o,i • ARCHITECTS ENFINEERS • INTERIOR MESIENERS' • PREMECT MANAEEiEVtI=TTJT 4313 MAIN STREET ASA.WAM. NAA d 113131 TEL : 413. 7EIE. 9500 STAMP: tO_Z_o ADS a too. 2843 &3 1 l Z a w. SPFIQ. z ff � ffil f SCALE PROJ. NO 0 --19( 6 DRAWN: AMS%Alt CHECKED. DCG' DATE. 05/30/07" FILE NAME \ARCH\A.2' REV: 08-08-07 REV, PROJECT TITILE- AGAWAM CENTER SENIOR A.... W AK MA -------------- ik la� FIX. &RAPE INTERIOR LAND1 O YCONCRETE rrOl NPATION HALL AT BLP6 yy { — I I I • 1 § I S { ENER TOR it I ii.l F 1 Y 1 &RADE ....——..,....— L_ _ ter__ _—® __ a. _ �____�—__ _ _ 1 TAIR -------------- if k R 6 t r P► I rt CIOMINU5TION Y 3 s � t I S Y k I f ! f C... _ ._ _.1_.,------,..----- _,...w.,,..,..,-- ---_—,---_—_...>_y,--------...— --- ---- --1-- — 30-7 516rr 6' 4 518rr 3r-7 516 AL {yi L Illy� 5 C CE EN]"01"OR TER V COVE ROUTED 6OLD PAINT 2x Y400D 5I&N CARVED INSET (5 - � � (T��,) cl� OE (-FYP) (PAIrcrEP) t..ET7ER114l"601_17 PAINT) Irs 4.2 xn 2.� �' i.� UA u =: i {a[ t rx I r AIRl4'ENT TERMINAL OM IN IanNMI!� 11 Kimsoil IN mill SOU is �,_ ,° s� -. • ut r:s..— ijy}y I i,nsulsen:o ene r nmmsla+aerauureiEmunruuunimr4daurrt ulexrmaumrnarmttxr�rxf§asedraauraaaaunrram s+,urv<u:nesouruuwuuururu au r I c msrunem a I 4. a I I. rarutmttulurlrrartsexur..I na ru jr�1Hk'Iy - >RIE "h711 tNaPAK11Yi11WIM4i9Y1pM.BIM... I Ei4%-. FI.S.!! vR 1 r4 2AR l.PE1-1.IIrR! r i AA(iAF li i y i are * r i ..P�r11 11 ■I�AM�11fi ■1�IiMA AIA IAYIAIh► w �w _ R rrr r ®Es men ME I FENCE ME ME ME Ems u : ( i — BOB — / ) fill 111 t _! A 1 A! A M PIII�IrPPrrrll�Pllll�. .IY �r r+r�InwP�l �rylr..r�enrIIPPP� IN I�:.r�+,rrr,�wll��Pl iuuwi u p911 + m. A A� 1 AA A_ 11 AA � IIli1 _mm VON VETAI x r I i ? risr4a 19 .r'i�r�sC%a��et`Err� `ll �A IN 11 Fll + III ® 111 llll I ®l III Ill I 111 I SCALE: j 8" = V-0" PROA NO: 0 - f 9D6 DRAVM AM CHECKED:: Dco DATE' 05 j3i}/07 FILE NAME; \ARC A.4 REV 08-08- 07 REV: A I7 114 f' v 4x4 CENTER P05T (31-osi H) MEMBRANE FLA5HIN6 SEALANT spm ROOFINC7 METAL OAP-\ SEALANT ........... ROOFING 5HI14GLES PLYHD.5HEA7HIN6 5LOGKIN6 DELON OL, rA� Fr L DETAIL L A3 5GALb. 1 1/2n = It-oll DETAIL, M �A.V SCALE: 1 11211 SPE6TI, FYPON FYPON FYI FYI SPI 21C SPI 20 Wa RAW UA FIBER61LA55 GUPOLA M---- -- MAIN FL. LINE HIRE MESH PARTITION BY AGORN HIRE - AND IRON WORKS, INC, #130A 5`x5" D.SPOUT TOP OF 60NO, Eli I FOUND. YdALL x 'N X: TOP OF IONG. IKK -'-"x"LLV FOUNDATION HALL TO CORNER Li GROUND FL.LIME --- --------------------------- rl --------------------------------- --------------------------------- ------- ------------------------------ ------------------------------------- 3� ------------------------------------ ENLAR6ED R*HT ELEVATION c )rAl-l=-t 1/411 P-oll COMBUSTION AIR/VENT TERMINALS VEZZA Q NINE OL& rzj ASPHALT 5HIN6LE ROOF VINYL ul MEZZANINE EL 5HUTTER5 ji Li _7 I. ll� 11 MAIN LEVIEL GL(5. BRICK VENEER Em 111rdri t_cvr:L rj-. LOPER LEVEL 6L6,,t, 11-F Lj ------------------- L.3 ------------ ------------------------------------------------------------ - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R16HT ELEVATION SCALE.- I/51f = V-001 SCALE- lffi" -- 1,-0" ARCHITECTS ENSINEERS INTERIOR 13ESISNERS PROJECT MANAGEMENT 430 MAIN STREET ABAWAM. MA C311301 TEL - 413.78115- 9600 t-jc%x - +Il. ztltl. M35:14 STAMP: � SCALE. 1 /8" = 1 0-0" PROS. NO: 05-1906 DRAWN: ALIAS CHECKED: DcG DATE 05/30/07 FILE NAME \ARCH\A.5 REV-. 08-08-07 REV.* a PROJECT TrMIE- AGAWAM SENIOR CENTER W4 MM SM;MT AMWAK MA DRAWNa S(MRIOR EL50�nONS AND DETAILB SHEET: A25 LAI N - - - -------------- .0 b�'1 03 2 b.2 U'l bA -u b.1 b-1 to tt,ototo o ttt b.1b.1 b,1 102 26 *0.5 1),5 1).8 U.8 '0.9 b-8 iols b.6 A .2 b'2 b.1 10. bu .1,1,60A3 OA3 .4 b.6 to *0. o' 0 OA3 17 .2 ,2 3 b�3 bA b,3 b2 tirb'1 E r � � � )A3 FF 489.0' to to b.i 2 b_,3 .25 b�3 .13.5 `f�l 1-3 -2.2 '1.2 '1, 1 bA 0.3 b3 b. b.7 b'6 bA Pr - 48RO 25 OB Y. OAH to 1 b.i b. bA b.5 b.5 b4 b4 0' b.s b. b.9 b. r> DA D.6 b. :2 b,i OAH OB OAH OAH b\1 b.1 b.2 b , co 10 b.6 b-7 0,9 b.7 b,7 �4! 0 b�6 b,7 - re, 9 .0 b-7 b.8 b�8 b'q .3 bZ .8 b-9 b. bA 2 OAH OAH - OAH 0 1 OAH 01 b. bA b11.�U.t�01 I - b.9 '01 '07 .8 .25 OB tb.1 D1�_) b.1 8 -9 bl OAH 0 to b.1 .5 b.6 '1.5 `1A `1A 'I �3 'I �3 *1 �2 �1 `1.2 4.3 *1.3 '1 �1 '1' 1 A '0,8 b.8 b:4 b2 Its. OA3 OA5 OA5 0 OAH - 7P OAH 0 0 OA5 0 OAH 1 b.1 bi b�i b. '25 bA 0.6 b6 >1 I *ix �.2 '1.7 to 10. .25 to to -zr *.0 b_1 01,�'0_6 b.4 -0,3 .A5 OAS AS 0 OA5 b i b.i b2 b�3 b� b. bz bB 1.2 %z *1 f �.3 D2 b.1 b,i OAH .25 GAST ALUM. DOME TOP 41.3 1. 3 �J '1 -2 '1.1 1.3 10 .5 Ila b,2 bpi '0'1 b.i to b � b"(1) CLEAR ACWLIG LEN5 *0' 0 to to '0.1 b.1 tl b, b.3 .5b .0 Z LON BR16HTNE55 REFLEGTOR OAH0) PORCELAIN 506KET - . . . . . . to to 1).1 b.1 b.1 bl 2 .5 1 t.8 b 25 b.8 b-9 co b b,7 b.4 .2 b.2 b'i '0A b.i b_1 *0.0 to H.J.D. 13ALLA5T COMPONENT5 OAH OA3 0!5 OA5 to to b.1 I t2 'b.3 b.5 .3 10 b.2 ti �12 bi b.1 bi to to to IN4" H. DOOR OPENINC7 FOR to to ��l 10, b.2 b-3 1.7 '1'0 �.3 Its *1 b�8 10.7 b.6 10.6 b.5 b ANCHORA&F AND KRIK6 b.3 b2 b.1 b�i b.1 to 31 to *0. 0 *0-0 ACCESS (2 PER P05T) (W OA5 0 <0 OAH OAH to to *16-0 b.1 b�i b.1 b2 b�3 .5 7 41 A *1.1 *11.3 )_3 6 1/4" x �5 1/2"I'l. DOOR b.9 b.6 b.s tf.5 b,4 bA b.3 b b'2 '0_2 b.i b.1 b.1 lal to 't.0 to t.f) lto OPENIN65 FOR ANCHORA6E AND P41RIN(5 to *0.0 to b,i 11)�i 'b.3 41 V7 b.6 'b.4 b'5 b.3 b,3 DO V2 1D.1 t.1 b.1 M '0�1 Ito t.0 b.2 1'0 1 00.0 to to .25 ELUM 0A3. OAR. QA� t:o to t.0 to b.i t'l b.i b.2 b.3 1.2 *1. O3 .8 b,6 .6 b,2 b.1 tl ..... ................ .... to t*0*0 .0 .0 .0 to F3 L*HT FIXTURE-5.* OA6 0 V f I - soALE-. 08 OS OB to to *0.0 *0. 0 to b.i t.i b.1 b4 b7 *13 *1 r, "� '4 -4 ',N 0.2 U.1 '0'1 b.i M.0 115,0 to It.0 1b.0 *0.0 to L? t.0 00.0 t.0 *0_0 to *01 t_1 b-i t'l t2 5 'b.r> '1.6 .0 12 '5-�� - - _7�3 JOA3 7 tf�5 b.2 b.1 t.1 b'I to to 40.0 to to LUMINAIRE SCHEDULE OA' 3 OAa- Symbol Label Qty Catalog Number Description Lamp File Lumens LLF watts b.1 OAS '1 ' 4 11. OA3 "I A .0 b.7 10.7( b.a b6 .2 U-1 t.1 to It. to 't.0 to to t.0 4 KW35 150S GR3 6-SIDED LANTERN ONE 150-WATT CLEAR E- M." Mwo* ea.. i 4� OAH OA3, 29 ACS (TYPE IV) WICLEAR PANELS AND -23.5 HIGH PRESSURE asil 146.ies 16000 0,81 150 *�'" -"MMW 0'� III ANN 0-awwwo � 0 OAH TYPElilREFRACTOR. SODIUM, VERTICAL 1b.0 b.8 01]� 1�3 �0 b.7 10'.4 '0�51 .0 A be b.8 '0Z b.3 b-t -107o- 't.0 't'o 't-0 to to 1b.0 NOTE: OAH IS ESTIMATED WITHOUT HOUSE SHIELD (I. E_ THE SAME AS 0A3'% BASE -UP POSITION. 25 KW35 150S GRS 6-SIDED LANTERN ONE 150-WATT CLEAR E. OA5 12 asil 147�les 16000 0,81 150 .. . .... .. .. ................... . ....... 0 WICLEAR PANELS AND -23.5 HIGH PRESSURE t'0 101 b'I .......... . "b.2 .... ... .. . �3 b.4 b . 7 '01 b�s DA 'b.3 .3 .. ..... .... '0.1 'U.1 b.1 to lou 't.0 t.0 to **,o to TYPE V REFRACTOR, SODIUM, VERTICAL MAIN S7REET BASE -UP POSITION. STAX-ROUt I .. ... ... ...... HARTFORD LIGHTED ONE 50 WATT CLEAR E- to It.0 b�i Ill '0'1 ...... ........... t,3� 10,2 b.2 Q,� t,2 102 b.z b.1 *0.0 to to 0 Oka 8 BLCA BH10L 50S BOLLARD 17 HIGH PRESSURE 94031601JES 4000 0.81 135 b.1 t�o t�o ACS $ODIUM, VERTICAL BASE -DOWN POSITION. Pla C"Vie�w §F A 0, 1 00 1 j , *,a I plid OWN, 1 1-11' ill III, AFRCHRECM INTERIW WqtGNERS PROJECT MANAGOVWNT 430 MAIN STREEt 01001 �1915.!3600 41 STAW. SCALE. 1"=,30'-W PROD. NO. 05-1906 DRAWN: PJM CHECKED: DCO DATE- 05/30/07 FILE NAME \ELEC\E.9 REV. 08-08-07 REV. PROJECT VILE.- AGA"M WA MAN SMEET W i t_< 'N N`4 EXISTIN& COMMUNITY 5UILDtNr,7 4 SENIOR CENTER Ik S MM-489.2' WV OU75-483,9* x wv OUT-481tr w LIMIT OF ARCj4nEcTs LINE LIMIT or - I F 0 100W LINE ENSINEERS HETLAND FLAC7 LOCATION (TYP) IMMIDIR LIESIGNERS mm MOM \.4\ PFMUELT N&ANASMWEINM 1 9.01 1 x I A 6* OIA. Ir Wk LIMIT ---,a 0 kow INE J TP416 4311 N4AIN TP#7 AGAWAK MA 0 1 tX31 LIMIT OF F t 1\ 1w INORK LINE \ � I � I � - I I . FF - 48,q.8' Ow AWyul 5ANCLrr 5ANOUT FF PAVEMENT m FAX.- 41,3.786.8599 PAVEtlE qT / --- 4BB— !�ANCUT STAMP AOA*AM HOU141C AUTHOWTY, DEED DOW 3698 PACE IX3 .4 W MAP KS BLOCK I LOT 31 PAVED WALK FENCE TO A d -4 00 TP#5 BRICK INALL 17 IN, IBM Ll x > , , ":: le-111 I CHISELED *X* - I/ � R-MCE B0Lr!EAST"ST rV �GRASS Ouse 5 VIA. a CIVIL 486— _47 3697 GRASS GRASS �7 A IN. "N f '000 IN 7� -48 -AREA :�7 00-'C' 4861) 4N PAVEO ROAD, SCALE. X ROAD: PROJ. NO: 05-1906 100-FOOT HETLAND, 'N --- - - - - - - — — -) 5 T?#1 :�!74t4t - , —489 GRASS GRASS BUFFER ZONE (o_ * — — . -1, ' GRASS P#3 'N, --485— 14 Of DRAVM AMS/RTM -486- N, LIZ "INN CHECKM. RTM/DCG 24' DIA. Z _46Z, DIA, 4 DIA. DIA UU101STANCE 310' 12 P IN— 4 "--Now -N IN 12' DIA DATE: 05/30/07 0000 do dip moo mob Tr ir a&\ LEGENU 8* FILE NAME-- \CML\DWGS\C.l MASS MASS "N CRASS REV. 08108107 ........... M ........... wm'wj'm"� - LOCUS PROPERTY LINE GRASS GRAW LIMIT OF GRASS - ABUTTER LINE VOW OF A"WAA# 3. HORK LINE REV: 04130108 OEM 800K 12730 PAQ� 221 Tp#2 74* D A, TAX MAP K8 BLOCK I LOT MAJOR CONTOUR (5 FEET) AREA-66,59.0 SO. Fr 495 (l,Wz+ ACRES) A 11-1 LIMIT OF 12' OM --496---- MINOR CONTOUR (I FOOT) Y40W LINE &ENERAL NOTES: PROJECT TITLE' CURB LIN E EDGE OF SIDEWALK 24' DIA 'Sol, L EX15TIN6 SITE CONDITIONS TAKEN FROM PLAN OF EXISTIN6 CoNvITION5PLAN, SENIOR CENTER, L154 MAIN 5TREET, A&AY4AM, MA, PREPARED BY: COLER 4 EDGE OF PAVEMENT *M4 #3- N, EH #4 COLANTON10,1NO., 55 130BALA ROAD,, WoT 5PRINOFIEL9, MA 01040, VATEDt AGAWAM APRIL 16 200`1 .% _ , — -- 1 4 --q PAINTED TRAFFIC LINE 0 1 \11,ir ISENUR 1 -1 LL -N, MICH4EM & ANN 2 THE CONTRACT SHALL PROVIDE- PROTECTIVE FENCIW DUMN(5 A PHAr. 5 WOODEN FENCE FOURNMR OF CONSTRUCTION. CENTM N, DEED BOOK 9508 PAGE'296 DW TAX MAP KS BLOCK I LOT 6 3. THE CONTRACTOR SHALL A55URE THAT SAFE AND ORDERLY TRAFFIC OVERHEAD ELECTRIC LINE 'N 4017-7 CIRCULATION AT THE SENIOR HOU51N(v COMPLEX 15 MAINTAINED THROU66HOUT / SAVONW IN \ AMO BOOK 1,3692 PACE 9$ GRASS ALL PHASES OF GON5TRkr-,TlON AND PROVIDE THE ONNER AND ARCHITECT W4 MM SIMET UNDERGR TAX MAP K8 BLOCK I LOT 4 10 1-1 e� ll�l "I, % I a. OUND TELEPHONE LINE 0 1 "N 1-1 I'll \1 \ & NITH A PLAN, FOR APPROVAL, TO ACCOMPLISH THJ5 TASK PRIOR, To 3 16-1 Ab AGAWAK MA COMMENCING7 CON5TRUCTION. APPROVAL OF THE PLAN 15 RE6VIRED PRIOR w UNDERGROUND WA TER LINE _494— TO ANY ACTIVIlY ON THE PROJECT. 2 10 w UNDERGROUND GAS LINE CRASS —s— UNDERGROUND SEWER LINE NNN W r N, GRASS 45'94. 11CUWARON PEMOlt QNIEC71�� J, Tl "rE%4 #2 REMAINS UNDERGROUND DRAINAGE LINE 4 fX4 #1 REMOVE EX15TIN& BITUMINOUS PAVEMENT AND HALKS IN THEIR ENTIRElY TO THE LIMITS 5HOINN AND DISPOSE OF PROPERLY. FEMI ELECTRIC METER 4N. L ------- i 3'� \% 10 N' T- -N,4, 'R REMOVE EXISTIN65 BITUIMIROL6 CUR13 IN ITS ENTIRETY AND DISPOSE OF FIRE HYDRAN T GRASS� t 2 1 DRAWINQ PROPERLY. '!bs UTILITY POLE WILIGHT N. a I N REMOVE EX15TIN(5 TREE(51) IN THEIR ENTIRETY AND DISPOSE Of PROPERLY. EXISTM UTILITY POLE 11-497- All "!w GRASS iw a ON A. I CLEAR AND REMOVE EX15TIWo TREE(S), BRUSH AND VE&ETATI To GRASS THE PROPERTY LINE IN THEIR ENTIRETY AND DISPOSE OF PROPERLY. Z 1,- 0 GUY WRE 2 1 .0 f Z�'. t I i iONS 2 - �l v GRASS PIPIN65 AS 5HOM ON SHEET 0.3. CONTRACTOR TO REE5TABL15H THE V\ Olk — — a k'� , , , '\ Q'4'46'23'W t , � �L 11 1 . 't REmovE, SALvA6E AND RELOCATE EXISTIN& HYDRANT, VALVES AND n CA TCH BASIN A AND S14'46'23*W BENCHMARK OF, PERMANENT fm� '��J --"- - " I - -- 5R:M 4'eb"iif &THER� LOCATION. LIGHT POLE j ,_$ - 411 1� 74" E)EEMOLMN s ------ i S_ 4% jr, __S Or s T its )w -------- Votr 174 S__ f . N REMOVE AND CAP UTILITIES PER UTILIT'r COMPANY REQUIREMENTS 0 - SEWER MANHOLE I b I wv d ---------------- �'S_ \L�l (TYR). =!0K2' _____'____' "" _ SAN CU.T__P - WATER VALVE -45AHCUT-PAVEM -sw— ALONW67 LINE f N EX15TIN& LIC7HT FIXTVRF,, POLES AND FOUNDATIONS To 13E REMOVED, - - . __-4 MAIN STREET ALONC7 6UTTER LI JNV. OUT-491V SALVAGED AND RETURNED TO OMER. SIGN 122 -4 EXISTIN6.516NA6E TO BE REMOVED, 5ALVA6ED AND RETURNED To INV, Ills-4950 (SHLO p2M) L w WT-495-2, 1W OUT-48 . ONNER. Eop EDGE OF PAVEMENT <MINE ull A -s—AL—vCps -s—sm-1:42: — 4� CAS A I 0 !Fgs tip DECIDUOUS TREE REMOVE Exi5m% CAR STOP IN ITS ENnRETY AND DISPOSE OF —49 PROPERLY. JNV W-4-91-Y —499-WASS NEW GO. 109 INV. OUr-491.1' on t4l''....", CONIFEROUS TREE w---Cw GRASS -�,CRASS ON ON CL 0 A LW )8 REMOVE FOUNDATION REMAINS AND FILL MATERIAL HITHIN THE �w I$r MEW w OH FORMER51TE 51JILDINO IN THEIR ENTIRETY AND V15POSE OF DRAIN MANHOLE 75,91116 w At JIM IN(A 491.8' q- — — i NEW COL 110 SiOrWALK S'$, ccw PROPERLY. 506RAVE EENEATH THE FILL SHOULD BE THOROV6HLY a uvv. mqu wax INV IN(Q-491.7' fir ROP) Hop CRASS #11V W(D)-4920- fir RCP) DEN51FIED (5EE 6EOTHEGHNICAL REPORT RECOMMENDATIONS,). v - HANDICAP PARKING SIGN CRASS llvv oulrw4gl.61 SWL - SINGLE WHITE LINE INY. OUT-4020* vcp - VITRIFIED CLAY PIPE CHIMED lx* ON14yvmT R�WGE SOLT (N/r SIDE) PVC PLASTIC PIPE RCP REINFORCED CONCRETE PIPE GRAPHIC SCALE 30 is 30 so 120 Be BIT -BERM CURB L- --- I ? I "I'll, .. I EXISTIN6 WNDITION5 AND DE ITION ELAN #BH #1 BORING LOCATION IN FEET TEST PIT LOCATION I Inch = 30 & TP#1 ,rw K r� I I ! I I II n w I ' .. uwr a. ■ II I I w I, • i 1 I ti. p I I � i i f ,� yr .IIII�I �f III II I Ili. _. - ialsr,i R II m I I I I I I ili I I I � dPBF o I II I ` I V I I I MEINWON MEN m MEN .�Ful.E r �. wE81SfM_ i Ih ,I w. a w® . i �r ! Y 1 p" `y rIM A m tl 1 w a c ifA tl w � I r II � r II I I r e � • r � III I II I Ili . « I 'I ,II I I r III lul ' � BEEN 1' • r r R r On .vo • r R wa, oNOW WON m 'now ------------------------------- M II I I �I a r ! R wR I 1 R r s R a III � r~�' �, ® •r �, .» .._ �.. • • _ • YT i AMA -------------------------- adpm.."' i www�ew� ° r RI i ' • 4 I R • aOwl R' g --ME mom ones ..-mmowmAmm tm! o INU I I 0 i _ II I I • `r ,w t HIPF" R I ® • I r" m r INLETFROTECTIONi « it I!A • �. � .� HYDRANr .., "AMr ;:. .� ar rrrv._aUr aes - INV. 6f F16i —...:..,—..W10* �-'REMOVE THI5 LINE OF ER0 ION CONTROL AFTER THE 9INARI= ! ,-1NFLARED END 5TRUCTURE AND 5PLA5H FAD RAVE a Fio BEEN COMPLETED ND AREA 5T,BILI PIP ,# ,# e e Vill PIPE_ Man"i aagp- WHERE! go-... �I .•< r ,fir # e # ,. � .,y� f ,� . � # .®' M, ■- i i`_m i® '� � irk. .�� . . - . _ ! _ i it I •~sue .. ® R ♦ �..., � R. ,, d !" � # lln ,,. F... Wit" i f 0151 RA i 10 Irv # r r e _ t i t a! R R R • .,, , < �•.�,� . aa&'�".��,e,rc _ ,,,.arm . Own } � e I * ;�►,. e a .rl a I ul r, I ♦� �^ _ , . . +.' + I [[ I III r R � �► �r .. a R r R R r � r ri r lu s_ I r< u I III _> . +� �r • r - it �„ .. � � � � _ _ � • w ►R '� : R R ' ! Mw '! ' ..- ' NONE! ♦ R i R IN IffeliffummORL � uVk s • '. ! � � .♦ a 'i ..� # # ♦ r° ' r ,. ±� (� �,� 1 r F a � .. t'.,. .. rill!. �..♦, R , R. ,.f:... R R !' ♦ ". r ,* { t I1.: , P w - 1 .r. F • s:.r ! Y} 1!' j +n : � ".,r.` ! 1► ' ® R ' I'.' IF >o ' . R e v �' ✓ � ii ' r• a w a. M • i w ' \ +L. .w . n.. ° : R w r' � �i a � � .: ' f�' flXt 'rr � .' F •s 6 t :. � :.. a �. � " a. .re � r • . � ... a .. e ♦ * _ a:: •. �., < r �: r : � i �, � : a fi :.e r n ,^' •.. � . �` +p. � z. n . :,� � -r � . �."71 �. 51 • r a '� + ,� � � � � ..+ r : � -a : � � :,,.A M.. w a w s ,. - -.. .: r r <. .. - R � .. � w � a ! R ' � I a '.. Awe . � •. 1 ., -. rKllS�} 1111I�.I��i1- k a a 'ai � ✓M AMM ♦: F-_-a..._. :.w +ems 4 i . �' x ♦ I yd"i :tip 1 �... _ 91 -. __. WIIIi®®® v • w-,Ij�f: _ i i " r M : ti i w � MU6T R OWANIES 6EFORE 1 40. FIB to�, �~~. ANIT Y �1��I�LIm .:�PF 40.ar •e pe.t p.. .,.,rram� Ty�E� !� aria I�-��? AREA: s, a FIRE 'BALES @ r. ,r r. SDI : - r ✓w rn " A y� 4> 1 .. e . n _ OAtl (v PIPE EMERI-OAH T PIPE m,.w. . I�vI « OVERFLONj OUTLETOAH t a a . CONTROL Y TE #3 II RBI I I CHAMBEF16, ItsEACH) INV. INz4a5.40 I , =4i' <8 II OR IC I *! <3 ' 1 RII-465 `w� r i i i ._ii® .• 1 1 1 ALE: V-5 ' 1 fach = 30 ft. SC&a 1 = 30' PRO JI. 05— 1 06 DRAWM AMS/'R i M CHECKED, RTM/DCG FLE ', \C1V1L\0WQS\C,3 REV' 08108107 V.. 04130108 ION-- I oil Wommal I I IN 11 v 4.) Jill ILTFE E 6 5 E5 C, ARCmnnscTs F ENSNEERS FA INTEF;UCIR DES16NERS F3RCLJECT NtANLASE3VIENT IL 430 N4ASN STTU3�T F10 FE IN)( REMOVE EXISTIN& PAVED KALK, MATCH EX15TIN6 O!k RE6RAVE AREA AND INSTALL R0ADVqAY 6RAD ArmAWAM. MA 01001 AT 5ANCUT NEK KALK (T ME) TO THE HEN -FF 4890 100'PEtLAW N, TEL; 413.785. 9601) 61�AQ OhN C-� GASTHS 5UFfzER ZONE Fr 40.8' FAX v 413.786.8599 Y. 6RAVE AT llA V� 4eyj \ \\ STAMP4. It > M=45 OF 0 VERF AD RIM=,4811(2 486— 485.5 RICHAR misms K CIVIL —4 �407 — — — — — — — — — DMH RIM VMH RIM=481.b± VMH RIM N =4565± DMH RIM VMH RIM=461.6± CI3 RIM - 4&-1,1151 SCALE: 1 30" =481.4 PRO-1 M 05-1906 r 100'NETLAND DRAVft AMS/RTM BUFFER ZONE t"T PIP 0ECKE11. UM/DCG RIM Mae GB R =481-4t FE5 INV.=484.15 7 =45 DATE: 05/30/07 f 1w SEDIMENT TRAP FE5 INV.= 484.o 41 //z I GI3 RIM= 1 461,0 OUTL - ET 0 4856 REV. 08108107 FES INV.=: 5 DMI4 �!M=4&q 5MH VMH RIM= + 1?MH RIM= .6 t REV: 04130108 .15 GB RIH=4,88.1 L410. a 481h 6ENERAL NOTE5- C6 RIM=4&15 PROJECT Tff LE. 1. STABILIZATION or- ALLSLOPE5 GREATER THAN 5d MAY REOUIRE COCONUT FABRIC, UNTIL cl CC) ...... V156ETATION .14AS BEEN ESTABLISHM. 'THE CONTRACTOR SHALL PROViDESUCH STABILIZATION, OR 03 0) APPROVED ECUAL, IF REOUIP.W. A"WAM r,',-IH RiM=4%li 7�= F SENOR ........ . . . .......... . . �:,� OR, ............ --f jcw 6ENERAL eC-TLAND NOTES-, CENTER I. THE CONTRACTOR SHALL PLACE ER40SION CONTROL BARRIERS ARClUND THE PROPOSED WORK 114 j- ............... ...... . .. . .. ... 47 TV THE MTLANO AREA PRIOR To THE START OF WNSTRUCTION UNLESS NOTED OTHERHISE. ............. ............... .... . 954 MAIN STREEr 501L FROM THE ORICHNAL YeTLANP To BE TEMPORARILY DISTURBED MUST BE 2. THE TOP 12" Or TRANSPLANTED AITH SOIL 5TRIXTURE - ESPECIALLY LAMINATION AND DENSITY PROFILE AS AGAWAK MA —494 INTACT AS POSSIBLE BACK TO THE ORIC71NAL AREA. .............. ....... ...... .. ... .... ........... .... ..... ... ......... ....... .... . .... 5. 501L MATERIALS To 13E REUSED (FROM THE TE FORARILY DISTURBED AMAND VURiN19 . ..... ...... . . . -7--, - _2 ........................ CONSTRUCTION) SHALL BE REMOVED AND PLACED IN AN AREA NOT 015TURBW BY CONSTRUCTION Fi06 AND REPLACED A"IN ONE DAY. IF THIS 15 NOT P05515LE, THESE SOILS AND PLANT MATERIAL SHALL BE STOCKPILED FOR THE MINIMUM' AMOUNT OF TIME AND KEPT LOOSELY COVE�D AND + MOIST AT ALL,TIMES. 4qO N 4, IN ADDITION TO THE ABOVE A NEA EN&LAND YNIETMIX AVAILABLE FROM N154 ENoLANP VeTLAND F,1/0 5 \ /11 N T , I , AMHERST, MA, OR APPROVED EOUAL, SHALL BE SOM BY THE CONTRACTOR OVER THE V,�o RESTORED AREA AT A RATE OF ONE (1) POUND PER, Jopoo SWARE FEET. VMH / 71[50.223T DRAVVM I%TALille-TAL - - - - - - ION CONTROL M RE5 LZ S. A AETLANO SCIENTIST, HIRED BY THE CONTRACTOR SHALL VISIT THE DISTURBED/REPLAC.E0 AREA 6" 65 RIM=4C11.0 A RFI C-RADIN6 AND ANTiW,7 MONTHLY FOR THE DURATION OF THE FIP-ST 67ROAINS SEA60N AFTER REPLANTINS To DETERMINE OF\RE5TO 1,*,ETLAND AREA THE NEED FOR IRRI&ATION AND ADDITIONAL FERTILIZATION AND To INFORM THE WNTR44TO 0 P, P --4,gZ, THESE REWIREIVIENT5. SITE 613 IM= 4,qcl. X 6, EROSION CONTROL MEASURES Y41114IN THE rETLAND AREA SHALL BE REMOVEP UPON STABILIZATION CaRADING -REE CIRCULATION OF KATER BETYeEK THE RESTORED OF THE RESTORED AREA TO ALLOIN r PETLAND AREA AND T�E Al2JACENT, NATURAL INETLAW. PuW f'l OWN 10 W -4400---� 4q THE NETLAND SCIENT16T SHALL INSPECT THE 0IsTvf;sev/Re5Topw AkEk Melt EALN YEAR, PURINSS, LATE SPRING7 AND MID TO LATE SUMMER or- THE FIRST TiNo FULL cpoyqiNo 5EAsoNs. -------- ---- THE aIMMER INSPEr-,TION SHALL INCLUDE A VE6ETATION SURVEY To ASWI;m THAT AT LEAST I-r-% OF THE NETLAND AREA HAS BEEN REESTABLISHED V41TH M*ENOUS, MTLANI:1 PLANT SPECIES AITHIN RIM=4 THE TIA10 &ROVqM SEASONS, FOLLONWO REPLANTIWv. W!5 SF TEMPORARILY DISTURBED MATCH EXISTINS 499-- MAIN STREET a� THE CONTRACTOR SHALL COMPLY AITH ANY AND ALL REOVIREMENT5 SET FORTH BY THE A6AKAM MATCH EX15TIffiC CONSERVATION COMMISSION VIA ORDER OF CONDITIONS OR OTHER SXH MEANS. NETLAND AREA (REMOVED MATERIAL -A CUTTER LINE LF,(DjW -Ak-k R�E AND PLANTS VURIN& %qALE I A (SHLO 0239) _ _:I _�� - 17 04 497� AT &MM-Lil CON51RXTION [REC?WINC71 SHALL 4 REPLAGEDAT THE NEX C-RADES 5HOHN) 498� --4 —495k-- , — — — — - — — — — s,9-- —497— N K5 "TH RjP-RAP V k4 N, N, nANGE 8OLT (Nlt WE) ELM-50UW (ASSW4D) GRAPHIC SCALE 30 0 is 30 so 121) 5117r: &RADIN& PLAN SCALE 111=301 E-NLAR6t-0.-MTLANV AREA IN FEET SCALE I =10' I twh — , 30 ft r CL d• 4µ }y PAVED WALK - ,• d:, .. ..... ..., ,..., as � jjam�* PAVED WALK 0 : r 3 r 0 cy 66 66 PROPOSED DETENTION AREA N GRASS n F may, F yj a r r NtlwM. n r� n x « V.,. .... a ,. c s�". ..... .. ... . .... .... ✓•. - : 4 , .P,..r .. {� :-pwwyy.: ,► .:ems ,ter :.sr '{ rwwrN�+ y y IAY h.. - .. e. .. 1 .. s r.. ..3. ,,:, '?.. ,. .q,,, .. k 4 ;t.:, •: ,;,::'»:. .. r...: �' ., ,-.,.: ,.. ., s` is Zx ty ow OWN- 10 GRASS GRASS TO + i7 • t A. P m B7+I -- , Q rvi ,{,! : ..TSB .�.: ..- _. ,-.:.�,. M� , , ,�,+;. r. • _ :art' -+n4 MTMz : R�!• .. p_ m • • 3 +1° 0 f... «.,a,:. ..a«,.,,:.: .,..«::.:. a :...., .., ..., ,..... ..,,.. Y l y l 41T)o " as t ` : h -- ppPN F * *, ACC fi�wt'�, 11 l V` r • 1. • • j_ i + y O 4-a T i = ` . .' - 3 . v n' • • ie ' •- r • - (::. Do GRASS (4 1 (4 (2)Lr- VB M1 p + \-\"N ms pp /j 9 P' i tia a" -4Tg ms m4 -� 1 DIA, - ,. .rr rw o wr ws®r�P �r '�• ••� «.. y 8 122 121 MAIN STREET _�_. __®. 120 BQ GRASS GRASS GRASS GRASS CONC, SIDEWALK GCS SIDEWAcK i GRASS p OINCR& WEE - GRAPHIC x P a t y SHEET. Lal