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8596_SITE PLAN AGAWAM HOUSING AUTHORITY WRIGHT ST. I) J 1 V 1'8596 SITE PLAN t'1q�njtim H usjjz,g_ Authorit - Wri. nt Strut Town of Agawam �- `' 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 June 18, 2010 Mayor Richard A. Cohen 36 Main Street Agawam, MA 010.01 Dear Mayor Cohen: At its duly called meeting held on June 1.7, 2010, the Agawam Planning Board approved the Revised Site Plan entitled "Agawam Housing Authority Roadway Parking Re-Design, Meadow Brook Manor, 57 Wright Street, Agawam, MA" prepared by Reinhardt Associates and dated 1/23/09, revised 5125110. Conditions of the earlier site plan approval (attached) must still be met. Sincerely, Travis P. Ward, Chairman AGAWAM PLANNING BOARD TPW/DSD:prk cc: Reinhardt Assoc., Eng. Dept., Bldg. Dept., Town Clerk; File A : .w "own of Ag' awam r 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413486-9927 March 9, 2009 Mayor Susan Dawson r -3 b Main Street - Agawarn, MA 01001 cn - Dear Mayor Dawson: At its duly called meeting held on March 5, 2009, the Agawam Planning Board voted to approve the Site Plan entitled "Agawam Housing Authority Roadway Parking-Re-Design, 57 Wright Street, Agawam, MA; Prepared for: Town of Agawam, 36 Main Street; Prepared by: Reinhardt Associates, 430 Main Street, Agawarn, MA, Revised March 4, 2009 with the condition that cut sheets on the final lighting design be provided to the Board for their review and approval; and a lighting control document is to be submitted post construction to be sure the lighting is accurate. If you have any questions, please contact this office. Sincerely, Travis Ward, Chairman AGAWAM PLANNING BOARD TW:prk cc: Reinhardt Associates, Building Insp., Eng. Dept., Town Clerk, File Memorandum To: Planning Board CC: Chief Robert Campbell From: Sergeant Richard Niles Subject: Revision to Site Plan—Agawam Housing Authority— 57 Wright Street Date: June 15, 2010 Based upon the plan as submitted, there would appear to be little negative impact to pedestrian,bicycle, and/or motor vehicle traffic safety. Respectfully Submitted R iew &AApped by Sergeant Richard Niles Lt. Eric GiI Safety Officer Agawam Police Department 0 0 AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW Revised REVIEWER: D. Dachos DATE: June 11, 2010 DATE RECEIVED: June 9, 2010 DISTRIBUTION DATE: June 9, 2010 PLANNING BOARD MEETING DATE: June 17, 2010 APPLICANT INFORMATION 1. Name of Business: Agawam Housing Authority Address: Meadowbrook Manor, 57 Wright Street, Agawam 2. Owner: (Applicant) Town of Agawam, Mayor Richard A. Cohen Address: 36 Main Street, Agawam, MA Telephone: 786-0400, ext. 200 Fax: 3. Engineer: Reinhardt Associates, Inc. Address: 430 Main Street, Agawam, MA Telephone: 786-9600 Fax: 786-8699 PLAN REVIEW Scale: 1" = 30' Date: 1/23/09, revised 5/25/10 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O. K. Description of Project: Revision to plan approved by the Planning Board on March 5, 2009 (approval letter attached). Revised plan includes 10 additional parking spaces, 5 in the northeastern corner of the site and 5 in the southwestern corner of the site. Site Plan. Review Page 2 Description of Site: Site is fully developed with housing, parking and other amenities. Provision for Traffic Flow: Unchanged. Parking: As stated above, 10 additional parking spaces are being provided for a total of 90 spaces. Drainage: See Engineering comments. Public Utilities: Unchanged. Landscaping/Screening and Buffers: Unchanged. Sign Location: Unchanged. Exterior Lighting: Cut sheets have been provided as requested in the March S, 2009 Planning Board approval. Rendering or Elevations: N. A. Dumpster Location: Unchanged. Other Comments or Concerns: 06/10/2010 10 :55 FAX 413821001 Z 002/002 TOWN OF .AGAWAM +, Department of Pubric Works !IR 1.000 Suffield Street • Agawam, MA 01001 Tel (413) 8210600 • Fax (413) 8210631 A E Anthony M. Sylvia,PY_ Superintendent MEMORANDUM To: Planning Board/Conservation Commission CC: Reinhardt Associates/File From: Etzgineering Department Date: June 3, 2010 Subject: Site Plain—Agawam Housing Authority Roadway Parking Re-Design—Wright Street—PW 276 Per your regtxeSt, we have reviewed the site plan entitled, "Agawam Housing Authority Roadway Parking Re- Design, 57 W>♦ight Street, Agawam, MA; Prepared for: Town of Agawam, 36 Main Street; Prepared by: Reinhardt Associates, 430 Main Street, Agawam, MA; Scale; I" = 30% Revised: 5/25/2010," and because the proposed charges will have minimum effect on the stoma water runoff for this site we recommend approval of the proposed plan. ff you have any juestions please do riot hesitate to contact this division. Sincerely, Vladimir Cdceres Michelle C. Chase,r4. Civil Engineer I Town Engineer 4:Npw1276 scniorccnla34nrkinZ rc-dcsign 200%mcmo_L6.doc of Agawam T.oW' n 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept.,Police.Dept., Fire Dept., ADA Coninlittee FROM: Planning Board -p5 D SUBJECT: Revision to Site Plan- Agawam Housing Authority- 57 Wright Street DATE: June 9, 201.0 Please review and comment on the attached plan showing revisions to the approved Site Plan for the Agawam Housing Authority, 57 Wright Street, prior to the Board's June 17`h meeting. Thank you. DSD:prk REINHARDT ASSOCIATES architects engineers interior designers - planners June 9, 2010 Planning Board Town of Agawam 35 Main Street Agawam, Massachusetts 01001 RE: Parking/Roadway Redesign Project No. 08-2046 57 Wright Street,Agawam, MA Dear Board Members: In March 2009, the Planning Board gave Site Plan Approval for the above referenced project with plans dated March 4, 2009. Enclosed for your review and approval are one (1) fulI size set and ten (10) half-size sets of updated plans (Sheets CA to CA, and C.7, dated 5/25/10) showing the revision to the previously approved plans. Also included is a cut sheet on the type of site lighting proposed. This is the same fixture installed at the new Senior Center, which abuts this project to the east. The revision involves the addition of ten (10) parking spaces, five (5) each at the northeast and southwest portion of the site with associated walkways and revised site lighting. Thank you in advance for your attention to this matter and should you have any questions regarding the enclosed material, please do not hesitate to contact our office at your convenience. Sincerely, REINHARDT ASSOCIATES, INC. Richard T. Mi iaszek,P.E. Senior Civil eer Enclosures cc: R. Cohen, Mayor R. Theroux M. Cayer,AHA Executive Director D. Goodman ,�Ulv 6 9 2010 M. Hatchett ' aj File 08-2046 430 Main Street • Agawam, MA 01001-1827 • Tel. (413) 786-9600 • FAX (413) 786-8699 KW351 .0 I-11 i na 1 res &PECIOCNIONS DESCRIPTION The hexagonal shaped luminaire shall consist of a luminaire base with an Integral ballast housing, a six-sided lens frame, ❑ one-piece lens, a hexagonal shaped roof, and a finial assembly. DIMENSIONS Fixture dimensions shall be as detailed on back page. MATERIALS The luminalre base, ballast housing, frame assembly, roof, and finial shall be heavy wall, copper free, cast aluminum pro- duced from certified ASTM 356.1 Ingot per ASTM B-179-95A or ASTM B26-95, formed true to the pattern with complete detail. The lens shall be clear or white, in acrylic (Fy i -' or polycarbonate, Internal refractors shall s be borosll€cate glass and reflectors shall be polished aluminum. All hardware shall _V, >. be stainless steel. All exterior hardware shall be tamper resistant. INSTALLATION The luminaire shall mount on a 3"O.D. ` F' x 3"tenon with six 1/4"do. socket set screws. The ballast and socket assembly shall be furnished with a quick disconnect plug and mount on a removable ballast plate. The ballast piste shall be removed by loosening a thumb screw. FINISH For finish specifications and color options see "Finish" section in catalog, LIGHT SOURCE Luminaires shall be furnished with an H.I.D. ballast and socket assembly. Luminaire shall be UL listed and labeled as suitable for wet locations, Sockets shall be glazed KW35 porcelain, mogul or medium base, with a copper alloy nickel plated screw shell and center contact. Ballast shall be core and coil, high power factor, regulating type. CER IFC ICATION Upon request, manufacturer shall certify the use of 356.1 Ingot alloy. Upon request, manufacturer shall supply UL file# and listing information. ANTI UE Street LAmps 201 l-8 W,berg Ln.•AL&R TX 78758 Ph(512)977-84M-FaK(512)977-9522 L-29 KW35 Luminaires .A� A. A A with Glas with GlosPK with Low Chimney RefroclolBi ghtnes RAIIAC Ins 15"w 35'h KW35 AWS KW 5 GR5 35 GC KW35 L B R 5 Cast Aluminum Flnlol—� Cast Aluminum, Removable, Optional DecoratIve Frosted Optional Refractor Optional Low Hexagonal Roof Glass Chimney (GR3 or GR5) Brightness with Brass Holder(GQ Retlector(LBR5) (wlth medium base socket p _only,avallable to 150 wafts) e 15" Gasketed,One Piece Acry4c,Hexagonal Lens 1 t Porcelah Mogul or --- f Medium Base Socket I I 1 1 I Cast Aluminum, 1 Hexagonal Frame Cast Aiuminum Ballast Plate(removed by loosening one thumb Scr..)7 H.I.D.Ballast Components (Factory Prewiied) Cast Aluminum Luminate Base and Ballast Housing Optional Photo Electric Cell,ButtonType(PEB) F (6)114"Socket Set Screws-�=— 61uiok D�connectPlug ,> 40-fir r 3"0.0,x 3"h Tenon-- —� ORDERING INFORMATION Example: KW35 100M MED ACS GR5 120 ANBK PEB1 Choose the bolrfiace catalog nomenclature that best subs your needs and write it on the appropriate line. Series Wattage/Lamp Distribution Finish' Optiotns—� H.I.D. ballast&socket KW35 50M MED 50 watt Metal Halide (blank)Type V 120 ANBK Black GC Decorative Gass Chimney 70M MED 70 watt Metd Halide GR5 Gfass Refractor,Type V 208 ANDS Dark Bronze HS House Side Stveld 100M MED 100 watt Metal Halide GRS Glass Refractor.Type III 240 ANDG Dark Green PE61 photoelectric Cell button 120v 150M MED 150 watt Metd Hol de LBR5 Low iBright.Retl.,Type V 277 ANVG Verde Green ANPP Rime Printed PE B2 Photoelectric Cad button 208,240.277v 355 MED 35 watt l�tgh Presire socket 347 CM Clstorn Match SF S ngle Ruing 50S MED 5o watt HighPre�resodum lens Material 4$01 CS �„ DF Double Fusing 70S MED 70waltl4ghRe"'esodum ACS Acrylic.Clear Smooth(Srmciardj TB Wow 100S MOG 106watfKqhPrewurosodum NOFEs: 150S MOG 150 watt High Press Sodum PG$ POlycarbonate,Clear smooth r.Muni-rap 9a11asr(120",zoo,2770.(720,277,347v in Canada), 42TRT 42 waft compact fluorescent AWS Acrylic,%t tta Smooth For wattages under 703 or 70M contact ASL for voltage availability PWS Po ycarbonate,White Smooth 2.For knish and color options,see Finish section o catalog. ANTIQUE Street Lamps XQI.Bw.R.J,dt0q Ln Al",f%78758•RN512i9778444 L 30 0 • Town of Agawam �- 36 Main Street Agawam,.Massachusetts 01 01-1837 Tel. 413-786-0400 Fax 413-786-9927 March 9, 2009 • f Mayor Susan Dawson _ 36 Main Street Agawam, MA 01001 cn Dear Mayor Dawson: At its duly called meeting held on March 5, 2009, the Agawam' Planning Board voted to approve the Site Plan entitled "Agawam Housing Authority Roadway Parking Re-Design, 57 Wright Street, Agawam, MA; Prepared for: Town of Agawam, 36 Main Street; Prepared by: Reinhardt Associates, 430 Main Street, Agawam, MA, Revised March 4, 2009 with.the condition that cut sheets on the final lighting design be provided to the Board for their review and approval; and a lighting control document is to be submitted post construction to be sure the lighting is accurate. If you have any questions, please contact this office. Sincerely, Travis Ward, Chairman AGAWAM PLANNING BOARD TW:prk cc: Reinhardt Associates, Building Insp., Eng. Dept., Town Clerk, File 03/05/2009 15AS FkX 4138210631 1A0021002 0 IF TOWN aF AGAWAM It a, Department of Public Works 1000 Suffield Street Agawam, MA 01001 Tel (413) 8210600 Fax (413) 8210631 M John P. Stone Superintendent MEMORANDUM To: Placating Board CC: John Stone--DPW Supt.;Reinhardt Associates; Pile From: Engineering Date: March S, 2009 Subject: Site Plan—Agawam Housing Authority—Wright Street PW 276 Per your request, we have reviewed the site plan entitled, "Agawam Housing Authority Roadway Parldng Re- Design, 57 Wright Street, Agawam, MA; Prepared for: Town of Agawam, 36 Main Street; Prepared by: ReWhardt Associates, 430 Main Street, Agawam, MA; Scale; I„=30'; Revised; Marcia 4, 2009" and we recommend approval of the proposed plan. If you have any questions please do not hesitate to contact this division. Sincerely, Vladimir Ciceres Michael C. Chase, P.E. Civil Engineer I Town Engineer sApvA276 scoier cmtt 1pwk4 re-decip 20041mem0_15_doc 02/19/2009 14 :46 FAX 4138210631 [a 002/D02 TOWN OT AHAWAM Department of f`.Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 8210600 • Fax (413) 8210631 lt► Joba P. Stone . Superintendent MEMORANDUM To: Pla ming Board CC: John Stone—DPW Supt.; Reinhardt Associates; File From; Engineering Date: February 19, 2009 Subject: Site Plan—Agawam Housing Authority—Wright Street—PW 276 Per your request received February 4, we have reviewed the site plan entitled, "Agawam Housing Authority Roadway Parking Re-Desigp, 57 Wright Street., Agawam, MA; Prepared for: Town of Agawam, 36 Main Street; Prepared by: Reinhardt Associates, 430 Main Street, Agawam, MA; Seale. 1"=30% Dated: January 23, 2009"and we have the following comments: 1. The plans call for a"DO NOT ENTER"sip to be placed in the southwest area of the parking lot. This sign should be relocated off pavement. 2. Please provide safe pedestrian access(i.e. curb cut and sidewalk)from all accessible parking spaces to the existing buildings. Also, the entrance to the building should be brought up to current Town/ADA/AAB standards(i.e. curb cut with detectable warning panels). 3, The six (6)proposed parking spaces located on the north side of the property should be redesigned. Vehicles will have difficulty getting in and out of these parking spaces due to the 14' wide drive aisle. 4. The "van accessible" signs should be placed at the proposed van accessible parking spaces. 5. The curb cuts located at the eastern two van accessible spaces should meet current Town/ADA/AAB standards. 6. The proposed Bay Separator should be sized so that, at a minimum, it can treat the 10 year storm. Engineering reserves the right to make additional comments as new information is submitted. If you have any questions please do not Hesitate to contact this division. Sincerely, r � "Vladimir Caceres 'Michael C. Chme, P.E. Civil Engineer x Town Engineer s:*w%276 scnior ccatuApaidnS re-design 20Mmemo_14.doc Memorandum To: Planning Board CC: Chief Robert Campbell From: Sgt. Richard Niles Subject: Site Plan—Agawam Housing Authority—Wright Street Date: 02-12-2009 Recommend installation of signs warning motor vehicle operators of pedestrian crossings where appropriate. Respectfully Submitted Revie Appr d b t �11is tet.Sgt. R. Niles Lt. c i Safety Officer Agawam Police Department 77-7" FEB Zaos co ORIGINAL AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: February 18, 2009 DATE RECEIVED: February 4, 2009 DISTRIBUTION DATE: February 4, 2009 PLANNING BOARD MEETING DATE: February 19, 2009 APPLICANT INFORMATION 1. Name of Business: Agawam Housing Authority Address: Meadowbrook Manor, 57 Wright Street, Agawam 2. Owner: (Applicant) Town of Agawam, Mayor Susan Dawson Address: 36 Main Street, Agawam, MA Telephone: 786-0400, ext.283 Fax: 3. Engineer: Reinhardt Associates, Inc. Address: 430 Main Street, Agawam, MA Telephone: 786-9600 Fax: 786-8699 PLAN REVIEW Scale: V=30' Date: January 23, 2009 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Street address should be shown on plan. Description of Project: Proposed slight redesign of existing Senior Center parking lot. Site Plan Review Page 2 Description of Site: Site is fully developed with an existing parking lot. Paved area will be decreased from 63,572 square feet to 60,645 square feet. Additions and improvements to the drainage system are also proposed. Provision for Traffic Flow: Improved traffic flow on the west side of the parking loft is proposed. Parking: Parking will be decreased from 104 existing parking spaces to 91. There is a gain of three (3) handicapped spaces. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: No new landscaping proposed. For alternative layout plan, provision should be made to shield headlights and prevent them from shining into housing units. Sign Location: Unchanged. Exterior Lighting: Complaints have been received concerning the new lighting at the Senior Center. These complaints involve intensity and lack of shielding. The new lighting proposed on this plan is to be similar to that at the new Center. The fixtures in close proximity to housing either on or off site should be carefully evaluated to ensure that similar problems do not exist. There should also be a provision for a professional lighting specialist certifies that the lighting is installed as is approved by the Board. Rendering or Elevations: Not applicable. Dumpster Location: Existing or proposed dumpsters should be shown on the plan. Other Comments or Concerns: Town of Agawam 36 Main Street Agawam,Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413.-786-9927 MEMO TO: Engineering Dept., Police Dept., Fire Dept., ADA Committee FROM: Planning Board SUBJECT: Site Plan- Agawam Housing Authority- Wright Street DATE: February 4, 2009 Please review and comment on the attached Site Plan for,the Agawam Housing Authority on Wright Street prior to the Board's February 19`h meeting. Thank you. DSD:prk 9 0 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.com TO: DATE: 1-30-09 PROJ. NO.: 08-2046 Inspection Services Department ATTN: Nick Urbinati, Inspector Town of Agawam 1000 Suffield Street Agawam, MA 01001 REF: Site Plan Submission AHA Parking/Roadway Redesign PLEASE NOTE: WE ARE SENDING YOU ®Attached ❑Under separate cover via US Mail the following items: ❑Submittals or Shop Drawings IS]Prints ❑Contracts ❑Samples ❑Specifications Q Copy of Letter ❑Change Order ❑Other ❑Report COPIES DATE NO. DESCRIPTION ACTION 10 - - Form D(Application Form) 1,2 10 01/23109 - Sheets CA through C.8 1,2 ACTI0P1`-CODES: : 1 Fc�"-4pproval 5 No Exceptions Taken 9 Resubmit copies for approval 2 Fo�our txselreview 6 Note Markings 10 Confirm 3 A3:i�equesled 7 Comments Attached 11 Prints Retumed After Loan To Us C. � 4 Saa Remaa Below 9 Rejected (SEE CORRESPONDING ACTION CODE ABOVE) REMARKS: Enclosed for your review and approval are ten (10) copies each of Form jI ' il for the redesign of the parking and roadway areas at the Meadowbrook �en�ir Flou ng. The plans incorporate the comments received at the Team Meeting. If you have any questions do not hesitate to contact our office. x G:120461ProjMngmnt\CorrespllnspSrvDpt013009.doc P COPY TO: D. Goodman SIGNED: M. Hatchett Richard T. 4aszek File 2046 (if enclosures are not as noted kindly let us know at once.) AGAWAM PLANNING B A O Form D Application for Site Plan Approval PIease 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 Housing Authority Address Meadowbrook Manor, 57 Wright Street Telephone 413.786.1297 Fax 413.789.6218 T _ 2. Name ofApplicant/Ownert Town of_Agawam c/o S. Dawson, Moor Address 36 Main Street Telephone 413.786.0400 Fax 3. NameofEngineer/Architect Reinhardt Associates, Inc. Address 430 Main Street Telephone 413.786.9600 Fax 413.786.8699 4. Please give a brief description of the proposed project: The project encompasses the removal of 63,572 square feet of paved area and redesign of these areas to improve parking and traffic flow with the replacement of 60,645 square feet of impervious. area. Additions and improvements to the existing drainage system will also be made as part of the project. F E B n 4 2009 Revised 9/14/03 REINHARDT ASSOCIATES, INC. Letter of Transmittal Architects Engineers Interior designers Planners 430 Main Street Agawam, MA 01001-1827 T: 413-786-9600 F: 413-786-8699 E-Mail: mail@reinhardtassoc.com TO: Town of Agawam DATE: 0316l09 PROD. NO.. 08-2046 Planning Board 36 Main Street ATTN: Pamela Kerr, Principal Clerk Agawam, MA 01001 REF: Agawam Housing Authority Roadway Parking Re-Design PLEASE NOTE: WE ARE SENDING YOU IM Attached ❑Under separate cover: Hand Delivered ❑ Submittals 1 Shop Drawings ® Prints ❑Samples ❑ Copy of Letter ❑ Specifications ❑Other: COPIES DATE NO. DESCRIPTION ACTION 3 03/04/09 - Sheets TA and C.1 through C.8 1,2 ACTION CODES: 1 For Approval 4 For Review and Comment 7 Comments Attached 2 For your use 5 No Exceptions Taken 8 Rejected/Resubmit 3 As Requested 8 Note Markings 9 See Remarks Below REMARKS: Attached are three (3) sets of plans for Planning Board signature and files for the above referenced project, which was approved at last night's meeting. Also via a copy of this transmittal, one set of plans are being submitted to the Engineering Department for their files. If you have any questions regarding this matter do not hesitate to contact this office. COPY TO: M. Chase,Town Engineer SIGNED. ICha M1 ' zek, P.E. D. Goodman M. Hatchett File (if enclosures are not as noted please notify us at once.) PHILIIP 4. &PAULA M.PRESTON ' a - EGEND - JANET AC OONALD H. 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'" ,tit IT.� t i !M 489.0' V �' ,y F •i!, •y ❑ - CA TCH BASIN 4 rr�r` ,. `i-f i� ;`�r �' ' + d •`r' -�, r> J t' 'n• ti�;i .' .§a f NJv. rN(A) 4$4.r• ' \ 1 ' iFa RICHER 1 } 'S " " r " _ J ,� 1rr a + 1 fN B-4a4.z' Q 1 j T. MiSIASZEK L �, ( ram: ,tf rC + ()- ,� fN(C)=483.7' -" I2-sr17RY k S' a fN 011f=48J6' L'.!5/t�. LIGHT POLE t 1 'gr ''i "L ''f� „ 3w 1 ,i� r ��'' 3 `" ' �ti 8 S n MASONRY 8 ! a. fi97S { ) ;� s r sy, x•, w _ ] Qj' /cc UC131NG i t I• f � {�••�•`•" r iQ � `}'^`- -isk+��r�:y�J.r;. `3'� s1t- .' ? � 1 � `4t -s•�>`3�rS- �'h3rtrN�`�°.s,�s�`rr,�$_4'711 1. `d ♦,�'f'1.r' f �-i�.,��L•-- �'T. y.11 n5w�^i1,s,�J,J-ti'.'•^T'•sa r N-Y 1 R Q. 11\ ^489- - SEWER MANHOLE - / i••«H489.8'� 1y �f� �g \ C F WATER VALVE •-.•�`"' MEAN ANNUAL " SIGN HIGH ^ATER LIKE tt I WI�A st � /�f,'�' ,v. #'£�a�.�";i:�'»r,•��^�'j`,�. `� � ��'+��-,.`��'�',.-1€ �; `9 gl `1•°�i?.'un�rS.`.• •-i r`r..1F.'1,1,�:`•r 1_� .�- 9 i-tr °1 j. s r Vy,�t / FOR STREAM EOP - EDGE OF PAVEMENT t ` t._ a sx ;1; Y r, y' � t t 3 5 aR'�ss J SCALE: (( r t L 36"Dta �Y �'iIn,i< ,� .w _r'r. 4,�,I;f`{.'te.•�r'B'S??„,fy`"�k�-f?'i'Sk,Ii y x e L' sfp Yy''!qy 6 '�y"}�•'.-,->`^'`�f"�._ >F1.�i St 3y5?`,'F ��s#�J`'�`.,.'�a'<r roc' GRAtiS'S �y" dp,A'g � r, ,�a� ,>,.,G.;,= .a. _ � .:"C y t�DECIDUOUS TREE CHI-7 FA-1 A ,2 PRoI Nv os- Zoos O • �p t - +�•«}dy. ", f�1` r .r+s'f'§rrs ,.,'j ^r: a,Gi - e CONIFEROUS TREE � ha�•e. r12 "R� ��'�'� � 1J i � 1 :�.,i:-� �eR'f�. � ►� a GRASS 1 � �� + W /w ` O • DRAWL RTM Q - DRAIN MANHOLE f �, r4 1l rl a tnF ,,s>ttfr 4 p�q�yj sr. s �q! CHI-8 Mk - - HANDICAP PARKING SIGN t I (FF Lt r r a ' N a P S aM� W ' CHECKED: DCG r CHI-9 - I I I a., ,r_ � Sk r��•' n :'S" �`'tv" •k` _ - Yi. k,} 6"'4 7E'R W W r"" �� S ti` SWL SINGLE WHITE LINE se/A e DATE 01/23/09 rs +�12" J 5 - VCR VITRIFIED CLAY PIPE _ v ti. 4 c :z•1 FILE NAME `CIVI�*CHI-r0 -I 4 'i s r,.Fn� -} >> y, 'rl'F: ' .sa' Y ,-r "`'r A 5 j ry 0-sr PVC - PLASTIC PIPE WF I 1.41,111 $ : a y,; 4gts, t 3 $ Fw „ �y� 1 /� //� p ti ! 1'; 05 04 09 RCP REINFORCED CONCRETE PIE 15`Ac ~ � ( " h1FF f '.. "w , wy 1 i5� '4'• . „ � o-- t !•-STORYNY. ELFV.4480,4• •r�?k 7 -�. -ts_ f t� '.6 a t>3� > -t'" I BB - BIT-BERM CURB , 1 tt' u !4 ; .� 1t� MASONRY BUILDING 6• AGA AM HNG ] 1 + C m ! ° 1 HEADWALL r f s3 i �)S y.r?� y 490.0) Dm 1 t °" c O t 4 ry 3i 6+" s , ,x HANG ( OEM B 3898 PAb R 05125110 d€' Y' -: ,r f- :� -, ._, xpi I •:> _�:_ ..#r / TAX htAP K8 BLOCK LO7 3I 1 y ' AREA'&37$9QS$ FT r CHT-11 '' � 4i DEMOIrITION NO i ESt r <S x h 1 �w ACRES 1 I W ! tom, y ul � wfW }'t ' =rY I REMOVE EXISTING BITUMINOUS PAVEMENT AND WALK5 IN THEIR ENTIRETY TO THE LIMITS SHOWN. SV BONNET BOLT OVER k BE TWEEN fi . ;s� F E 0 REMOVE EXISTING BITUMINOUS CURB IN ITS ENTIRETY. D1scHaRGEs aT FTRE H7DRANFr1 #'Fta.IECT TORE: r CHI-12 1 J (A P4$2 'r 4 55 (NORTH SIDE) ELEV4B859' 1 g S ` F FI�`.tF,}° 1 T5 ENTIRETY. "rY`�twi'M }I „ 7t 4 yl t 3 5 4 $g / r \ I ry �. . !• r REMOVE EX1511NCG CONCRETE SLAB N I S ] m}l 1 � j � ,�s k'' ` �f� ..� 'i' �x irM �'I.r i ,, �.�f•� i�„� C� .,' ,i 1 ' :i: �d' '�` (3- A W l � "::r�. p� 1�t'- 'i ::x .1 '� "`E� t z '� ��.:I' :r% 1c"ki^ S:•i' 9'"J � � / ?:i Y$ / G'A 1� (RI=TY. GOORDINATE SGHEDULE;D t Y • _ REMOVE STI POLE AND OVERHEAD WIRE5 IN IT5 ENT \ . j i; r' ':t.^la; ® REMo EXI NG 1 i}, �y ' :.. { 1 1 a• •� z +!''� �" w F. s 'G'J .3:I:,e +"'a� �i� REMOVAL WITH UTILITY GO. HOUSING 1 .+ Yzfi'A i6 � 1:' 2r > � ✓ �'.i�;�qz. --fl,Fa• u w l- �.xY- � r&° � y_. i - k ❑ REM EXISTING TREE 5 AND/OR LANDSCAPING IN THEIR ENTIRETY. I00-FOOT , } �,"` :nr �' � � �' � � r y j��f (3 "�- � � '. �r '?.i« a� ` ^fi I.t '�CI�,J�1-�� ,!� 7RASF! SS ' ` i REMOVE l ) i J t 3 � 4 / I 1 9- "' AMORM RIVERFRONT 5 51�TFI=C ICE •, 3 h�, z ' �N:r o --4 t �, 1 '►s BRUSH AND VEGETATION AS R1rQUII D TO INSTALL NI=!^t AREA \ I 1 © CLEAR AND REMOVE EXISTING TRIrIT(5). c� W/ \AYBAL / J �r ROADWAY AND A550GIATED GRADI C�. I t r RQA0111iAY •CHI-14 ` gy '< M� 4WA � 3 I VALVE-5 AND PIPING AS SHOWN ON ♦� \ \ ` 1' � ' ' < J 0 Co REMOVE, 5ALVI AND RELOCATE EXISTING HYDRANTI \ �� _ y ¢ PARKING SHEET 03. CONTRACTOR TO REE-5TABLI5H THE BENCHMARK ON THE HYDRANT(5) TO OTHER � ry -F l • ' " �� za• WFA�17+ 1 k'k � r �L vs r r - ,'{ DIA. l PC r� �T iY4(/� $t \\ W v� ! r'�Sr slr r l !, ,L , ` 9 .S+ ~ 1 ..,-...,.�. ■ i�'., a PERMANENT LOCATION. 1 i 1 1� r , Y i .' •i c RE-DESIGN ANY PROTECTIVE METAL P05TI AND TERMINATE i 1 #'# ' ` • � �' �, � ;:. ,.1 ��-�•• 100-FOOT 's NED LIGHT POLE BA5E5 AND 1 1 �r3 n � F f '! w \ ' 1D ® REMOVE ABANDONED ASSOCIATED WIRING BfrLOW TIfIr SURFACE. GOI�ITRAGTOR TO VERIFY WIRING TO THE EACH ` t `i � 5 " �s : ;.� I � r I z \ i BUFFER ZONE �jI LOCATION IS DE-ENERGIZED. ` \ \ � � \ ` t tar i .} IL- _ MEADOW a%= � CHf-r5 , i .c' @.'` F ."`J. .e� _ E,.r •�.-` "1 3 EXISTING SIGNAGE TO B)= REMOVED, SALVAGED AND REN ` WFa 1r 1 r�9't` _ , / H f ! 1 ~,1, 67 W�T STREET RNED TO OWNER. \ ; z� : '=H ? _ D MAKIw SAFE. EXISTING ` l _ `-� _ AIWAM� MA l0 EXI5TINC7 LIGHT FIXTURE/ POLE ASSEMBLY TO BE DE-ENERGIZED AN \ 111 1 1� f ♦ x {«"I� `� "` r LIGHT FIXTURE/ POLE A55EMBLY To sE REMOVED, 5ALVAGED AND RETURNED TO OWNER. 1 r♦14 . t sE ZImu 2 STORY 1 �I ' a 1 S -7- 1 i=XISTING POLL; BASE AND ANY PROTECTIVE METAL PO5T(SJ TO BE REMOVED,TERMINATE �, CHI-16 1 1 �, t� ,� 5 1 p z-sraRr e f ! If H LOCATION \ ,�1 ' �rz t h n � 5 � y MA CRY Bu G MASONRY Bur LNG I e 1 w 'is GE. NTRACTOR TO VEnRIFY WIRING TO EAC '� fASSOCIATED WIRING BELOW THE SURFA GO 1} l ;' 4 'r€. ti I 1 ! DRAi5 DE-EVER ' 1 � t f 1NNC•r� GIZE�D. � VED A5 RI=QUIRI=D F�OMERiJN TO BE ss�A 1441 a rr •` t � ,r II EXI5TING HOMERUN 1 CONDUIT AND PULL STRING TO BE REMO r UTILITY PLAN. EXISTING CONDUIT MAY BE RE-USED. � ��•� � RE•-IN5TALLF-D AND 5HOWN IN ALTERNATE UTIL5 tq 1 . e r ! . 1 11EXISTING I- E BASE. POLE BASE TO BE M-17 HFAOWALL 12 EXISTING I CONDUIT AND PULL. 5TRING TO BE REMOVED FROM POLE E❑ AN RELOCATED BY SITE CONTRACTOR A5 5HOWN ON SHEET 03 OR AL RNATEw �` +fit, ♦ IO f I 1 •1 } - VV DmoNS REMOVED D t�" �=' \ ��) r' i8" re.J w . ; , / �� } PLAN � T��: 1NV, ELEV=480.9' '��` ty • r I I .Yf L \ 1t sty e 1 AND QUI D AND RE-INSTALLED IN 1 / " CONDUIT AND PULL 5TRING TO BE REMOVED A5 RE REAZ2 )\ z=s 1 5 4 / 13 EXISTING I -- RELOGATEP POLE BASE AS 5HOWN ON SHEET GO OR ALTERNATE UTILITY PLAN ON 5HEET G.S, CH2-91 �I € � 1 --, � � � GIII-I$ DEMC)LfTIQN " AND PULL STRING TO BE REMOVED, E=XISTING CONDUIT MAY BE RE-USED. �° \ `' / 14 EXISTING I CONDUIT DRAINAGE 1: I' '.R'=�; .' 4' ° `1AN �` s �I / SWALEwr� 15 ING I" CPLAN ONDUIT AND PULL 5TP TO BE REMOVED FROM POLE BA5E,POLE BASE TO ` ❑ EX15T REMAIN. Rt+t1a485.5' `+ �� 3� � Ci!l-19 tNv 1N=480.4' } �`s ss,�r � �'�Si�'x#� � 2-STORY � � Ib REMOVE CONCRETE WALKS IN THEIR ENTIRETY TO THE LIMIT5 SHOWN. cf+z-7 1 < s, \ \ MASONRY BUILDING '� INV. OUT=48D.3 1., � �� . . , MASONRY f ' - . 11 jj 1 1 r` MANNING �o•DIA. '� A D AND IF NOT DAMAGED GRASS _.! L/At l�f c� GLE NI= CH2-s / , 1 ErAc t °,x�sr< :s // »I i f 1 IT EXISTING CONCRETE CURBING To E3E REMOVED, SALVAGII7, �> - 100-FOOT // / USED AT N1=W LOCATIONS. / } l Fc\" WETLAND _ / / I I cHr-20" 1+�a-z4 / �{j ,- ,,r,� G � BUFFER Z // //r ~ I I � fA€ r � f irr'•,�r`6,°� ~ � ` �� ♦ a�� '''' E I8 REMOVE EXI5TIN6 AREA DRAIN5 IN THEIR ENTIRETY. \ \ •: r-:.'�� > \ Qe>> 81r Wq r F \ _ W r N CH2-5 A=25 �.\ r": a it:r h .� 1 I/r , //�// \ ''`t \ J g i g r � D£EO BOOK 1LM lq REMOVE EXISTING HOPE= PIPING IN IT5 ENTIRETY. I2-ac nIA�,`� { ` •. GRASS ,� k. �//i�0� JI I I j j Tax MAP res BLOCK U s 2010 yj f lNV. ELEV. \ \ ,�� k ft • /r• PLM EXISTING HDPE PIPING TO BE REMOVED,SALVAGED, GLEANED AND RE315E.D IF NOT DAMAGIrD IN \ �\ \ '. ti•� x '' '• } A WAY 5EE ALTERNATE UTILITY PLAN ON SHEET G,8). cHr-22 r" ° e6-NY ( 'CH2-4 A 7\ � � ¢ I� � � ,. tMM � t. a Y '� L erg \ '�• ... � ts, ' �.` rtti r f ` 21 REMOVE EXISTING GATGH BASIN IN ITS ENTIRETY AND REPLACE WIWN TH NEW CATCH BASIN (SEE a� r "'s�- `�1 �1111 fps �* ! 11N1 UTILITY PLAN,SHIFT G 3). • ��4sa' - -- CHI-23 \ re2 �_ _ _ sT �4=_ ( 1'PF)4`8 �``- .. 1 W ^raa J�Afrr� �• . _ _ f_...• " .1 S'r � ram-' �ee+ ,. � � a_"- �_ .�-- 3 -� 4gJ_ W ^IUI y jr.. :r j �� - � x _- \ 1CH281 .`- ,,..,WA •I� �w�+•.r r ►- VT: CAI- MOTE : 1 A=37� _ _ I. "REMOVE" SHALL MEAN REMOVE~ AND DE5P05>= OFF IN LEGAL MANNER. CI+2 2 I00-I=40T CH2--1 RIVI;RFRONT ' r3_ r 1 ,, CHI-25 AREA 4' ` r�+�" r-wrw�-7rwr--•'^ IRONFlVO. A•-r05 R�VFRF T VERIFY IN FIELD IF UTILITY LINE 15 IN U5E. IF IT 15 IN U5E AND PRIOR TO 1 ` REA } 2. CONTRACTOR SHALL I THE OWNER AND THE CONTRACTOR REROUTING THE LINE, THE CONTRACTOR SHALL NOTIFY �,,,.,...�,t.-..----- �� r,�J 1� � 1 �o � '� � 1 1 1 GRAPHIC SCALE ARCHITECT TO OBTAIN APPROVAL OF THE RELOCATION. / J[ ,• Q� � � v�a tt � "� 0 is 30 ep 120 CHI-26� ` / 1 f run I I lHA 3. GON,TRAGTOR 5HALL COORDINATE REMOVAL OF LIGHT POLES AND A550CIATED OVERHEAD x ST«C-7 CONVITIONIS AND DEMOLITION P .. N ELECTRIC WIRING WITH LOCAL UTILITY COMPANY. p z 50ALE 1"=30' ( rm ) 1 inch = 30 it, ` { RELOCATED FI� HYDRANT GEi`ERAL. NOl'1=5: � rv�sr�nr�aa�PROF�+zr•r • j° (8`--ci" SOUTH A FAST" 41" �..�•�►� DUD f3 raJI0�LOC I L ssz ` 1 R'=2O' FXI5TING HY I. EXI571NG SITE CONDITIONS TAKEN FROM PLAN OF i:XISTfNG CONDITIONS PLAN,SENIOR r�uc�rvP xs Br,ocx r tar rs ��"'� Q CENTER, 1154 MAIN STREET, AGAWAM, MA. PREPARED BY: GOL1 R 4 GOLANTONIO INC.,, 4 Jz 55 BOBALA ROAD, WEST 5PR1NGFfi:LD, MA 01040, REVISED NOVEMBER 30,200'1. � i 2. EXISTING 51TE CONDITIONS COMPILED FOR INFORMATION ONLY AND ARE NOT '"'F"' .....••• � E i • -//'! � _ WARRANTED TO BE ACCURATE OR COMPLETE. CONTRACTOR SHALL VERIFY EXISTINGa cfrt-r WA-2 CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ARCHITECT IN TAPER PAVEMENT WRITING PRIOR TO COMMENCING CONSTRUCTION. ' t �200-FOOT TO INLET CURB y. �' N;�s :�,,a ��h� } A 8 � , .. S. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AT LEAST T DAYS PRIOR . ' f °. ,_�.:. R=43.5 TO COMMENCING WORK AND NOTIFY THE ARGHITEGT ALL APPLICABLE MUNICIPALICHI-2 1 SW.A-3 RIVERFRONT 6 �y HIGH SCREENED Y ! AAA y DEPARTMENT5, PRIVATE UTILITY COMPANIES AND DIG SAFE. / Gb CHAIN LINK FENG1 R_2 t j w >r� r1r rr+ � zn ri r_ rr 4- PERFORM ALL WORK IN A PROPER, SAFE, EXPEDITIOUS AND WORKMANLIKE MANNER IN WA•-44 ACCORDANCE WITH ALL APPLICABLE FEDERAL,STATE AND MUNICIPAL LAWS, CODES ./ x r ' '�. . AND RE6ULATION5. RIVE OOT l ` s �i j `"'--- R=25.5 4 S . RIVFRFRONT 1 `�: a 2 `S•-,,,., 9'MI AT � '� R��^. � Y ' ��L.1 I�IRC�-lI'IECTS S. COORDINATE THE SITE WORK WITH ALL WORK TO BE PERFORMED BY OTHER5, AREA r * . i I D-•1=00T {,�r��.��` � >r f2�' � `� �1! ;t�� ' S` WIDI= GDNG. :.,•.. EN61N�5 r=r. WETLAND I�� fCJ IGAP O 51DIwWALK SCHEDULE AND SEQUENCE THE WORK TO MINIMIZE P15RUPTION TO THE SENIOR HOUSING t ` BUFFER INTER1t�R tlESIEtEVERS s,{ y . COMPLEX OPERATIONS. ACCESS TO THE COMPLEX FACILITIES MUST BE MAINTAINErV + Fv�a-5! ► ZONE � ��r{Y, ; <�� . �4ti �� SIGN (TYP) DURING ALL PHA5E5 OF NEW CONSTRUCTION. 1 LIG PRCJJECT x� i�� i� �> �; '• �� 2 1=1 RF, POLE AND B 'Y. PROTECT ALL BUILDINGS, PAVEMENT, UTILITIES,TREES AND LANDSCAPE AREAS, WHICH ARE TO REMAIN. REPAIR DAMAGE AND RESTORE ALL ITEMS TO A CONDITION EQUAL : ` r'4 t 4SFA-s. f+ � Y l 4:r�W10]� ; b r� F ` '� °f HANDICAP 430 MAIN S I REE 1 1� �® -�� w`3�^ �� .� G!"t.�Ex reg.=r:n' , Eb � � x TO, OR BETTER TFfAN 1=XISTING PRIOR TO CONSTRUCTION. 1 � AEAWAM. MA 01001 y< f , STALL fT(P T 7F� [I�k� ytf r aaf�� j 1 a. PRIOR TO CONSTRUCTION, / I + .? 3 s,INSTALL GONSTRL1GT10N ENTRANCE AND ALL MEASURE«5 J REQUIRED TO CONTROL EROSION AS INDICATED ON PLAN. CONTROL MEASURI+S SHALL � 1 � � �" �� . ; Sr !rlAI�ITAIIJ�� nR T1-IF i�LN?bT!!SU �1= TJ-€1^ r.�t.E@TTa�E�.t![15+1 171-IAf1= G5F t1L�se 1�1G�1! A. � ure_ + � g� r K�� k � �r ��a q�3, 71�6. 96©� r UNTIL ALL DISTURBED AREA5 ARE STABILIZED WITH PAVEMENTS, MULCHES, OR PLANT i } c;Ey �' gi k f l� 3 `� +�g f� 1 J "� r x};'.�-� (51 FAX:413. 78E. 8699 l7Ro[7 I Ti. 1 f' ,`•' • t 1 �/tea ,, ' �f s.€�,,-z.>-�..:a' :, �.1 ,s�„�^, CFlf•-5 o/ o `7_ a wr'= °'•, -3'r STJL7gr. ni. 5AWCUT EXISTING PAVEMENT AND MATCH EXISTING GRADES AS SHOWN ON DRAWINGS. LOCATION OF 1 :h `; . x �/ V ' n }t o ' HARMGAP 4 v ., "'` SIGN (TYPJ BVW FLAG (TYP) � ! � � • �� =r �•. 10, ALL CURBING TO BE BITUMINOUS CONCRETE BERM UNLESS OTHER 15E NOTED. 1 • A 'fit �Y � *i „� •+.x �:. � � ��`� a� � 11. ALL 51D)=WALK CURB GUTS SHALL MEETTHE LATEST LATEST TOM OF AGAWAM CONSTRUCTION ` r¢ gal _. � rw r sir, aF STANDARD. t sgssr• 1��° fAND1GAi' /i0 ! RICHARD � 1:2. ALL WALKWAYS BETWEEN. AGGI=SSIBLE SPACES AND EXISTING SIVE ALKS SHALL BE 5 y qs , f :f f T. MISIASZEK WIDE BITUMINOUS CONCRETE WITH A SLOPE OF 8.0% OR LESS. a+r s r F ?x , a ,. , _>.,-.. `�� # •F � SIGN (TYPJ Gb � -• j � ��.. ^SzsaK� 3$F�,Y air , � �E''�ti 71 1 � �o S '�Y•r' © � CIVIL � } ` �� F• �41.��dr�'`-r> � w��x �j, �� d � G`N�' • "� -s��i- _ �; ,.1.. '�'�::.� Nis. 1:3. ALL AREAS DISTURBED BY NEW CONSTRUCTION NOT COVERED BY BUILDINGS, PAVEMENT, WALK-5 OR LAND50APIN6 SHALL BE LOAMED AND SEEDED. 3 : 14. � � � �•F, _r "�='t, � � ',.CS k^''r.. ��m'a4' :gin � .r � �J�'r;r,� d� �C• .� � . ,jY• %� ��`�r ~as T `; 7. " V f�u ` . # / ALL EX[STING SITI: MATERIALS BITING REMOVED FROM NIrW CONSTRUCTION NOT 81=1NG � � � � .` hkt ti ,, .�> tt,� r�,• �, �� ,td„.• .��s. �a i• �,�F �-. �c REUSED ON 51TE TO BE L EOAL.LY DI5PO5ED OF OFF-51TE BY THE CONTRACTOR t , f A� 8 yk.'J� � •r ,r,H M=" _ EXCESS TOPSOIL TO BERETURNED TO THE TOWN AT A LOCATION TO BE DETERMINED. ck f f ° :'e, tin S a ,�. r ' y. :,.. x s AGGISSIBLF p'woo' • 16= , �� qft-7 � �4FA-1 °a � �€ a' 3'� xc.� �' 3s ' ,.e. �s y,.i, � � •O O C S{iALlw: I —3V 15. OLE-AN UP SITE ON A DAILY BASIS AND AT THE COMPLETION OF THE PROJECT. �; F� L GALLY DISPOSE OF ALL DEBRIS OFF-SITE 1N ACCORDANCE WITH ALL APPLICABLE y � <� ,• -�, n Z o LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS, • tz �• �3� r1 s� 4W PIOJ. NCI" 08-204& 11" DUMPSTInR ! 4,. DRAWi� �, rs LOCATION a • ! RUE M •4S�'A-1i j' ti '. _ Y `} Jh ` +'• a x f CHECKED. DCG ryhFA-TY s. r5 rA. S 7 SURFACE FINISH LEGEND # * DACE 01/23/09 fl111 ,-, � r - - r � •^' Q - !t1 = I^��J�1 /� I} 1 i:.''i:.a • fr .f .€ 4 _ a !r x, 'tij�•+ '..t �.:' _y.• 1� NAB `` ML�C.2 KEY ITEM SECTION DESCRIPTION P Y s _" 51DEWALK CURB GUT WITH a t , F :� r u DFTI=GTABLF WARNING I � � s ,yW Y �.r��,-.� ��A w .� ��i`�3;�,�,�`' }? V �_•'�tif' �,. PAN)rL (5� NOTE I I) '�, 14 O 11 � •• �I'•+ -n K ��Y.F: " �r' y•'"'='r,'�'�em s-��'�c,�d.�_ � x:�'��r�,i fa�'r,�r !AtFP,J=,a C f�s �w�s rr�a .'i_`�'`m •''? y�'�y^�; REV: 03/04/49BITUMINOUS CONCRE PAYCMEN �J L a 3�!. ,a'!�ix '�x _ r Sr a 1 - 't• 2'I�ir.co�c 1 �, Fa! F LIGHT FIXTUREON ; REV: o�/zs/ro FEAR COJR51 '`J x � `��' � DRAIN I/2 POLY WITH BA51; BITUMINOU5 GONGRE;Te ba 6•GOWAGIS) G.6 O � o s :� r� 3 _ I MANHOLE —L,•K5G _ 3^�' '' BASE YrFA-f -�� (s�' ._., r ,f`' i lam- FS- i.��; yy ) TC + f XT5. � � �•'"f 7`I l 1 1 I €€ �(�{ ' ' F � � (',r��• , 'Z 9 �> �J'� 5 z'!yj ,��f a 1 i P. � �,t/��p CHI-12 [ 3 :?it`3"ti•,✓ryk'1.�+fi � ?g4':r'jy•'-Y�, ,.3 ..aL-?;x,��1`'°�Ir �Y#•-' 'A i # �P BITUMINOUS BERM C 5 LOCATION OF PROJECT TCPLE M A L G HIAI F A G 6 "AYBAL1=5 lr Fc-' ,f- ,;� _ € •;i 3'T3�'IIl' x 3 ��- ,�.h. ,�.;' a ShU 44i SY: 4y • ', 4!j�'``.,3' •,,,.., SEEDED b. { a; s' ;yy: ;. ,�fi1r r p. �a• € %o- il s- ixP, o',,r 1'4 TOME. (TYP.!l] ,{ G... r i•i ff g+ l Jf 1jVc] 'i ri:..�. }W •{ a �l{� f5 ,:1 !yK.l..F Y.. b[l' ''`b Y .t ,- TURF CHi`"f3 IYFA-16 •. �4.2 �t 1 '_ .� {: t',- s'}" .3 ,'..' a-!i s - ,r i .i G � Y�,3. ,$y# e i I �y` AGAWAM �r� � ,� '��`��•=��'��,.� ;t t` t��"r°��.�`�� i�` � �� . _ A DUMP5TI=R �-[r.r�.� ,}� � _ /� f 1 �':[k - ,Fp � Ej �1 : • e �1 �sF-,., _.''- :rx __ LOCATION C_ .J "[' y.� i HOUSING O � L.� R a f ram. �s4 ,L fi A 8: x � y - r,_e': 5 s tr � d _l+.r �'f' 5 GONGR.1=Tl: GiJRB � �s k `��: �� > ��, �Y � �� .�T, o 4 12 �\ � t��t�s'�f?.� ��.��f��' •_ VAN � �• A� CONCRETE 51DEWALK C[6 RELOCATED FIRE ROADWAY O , r ` s fYFA—!70 HYDRANT(Iq't �.� ^�,� f.�: , � � p r ` SOUTH OF 1=X15T. r��'� ° � � � :.":�.G= .�c o r :` � t PARKING SAME AS ABOVE WITH \ , ROAD5IDE 5EED AREA \ HYDRANT, 5' OFF r # NEW PAVEMENT) 2 ��J,,,�:?��P � •- VAN DIFFERENT SEED MIX 1 g - ACCE5113LF { # �••QESIM rO' HANDICAP 2 (5EE SIGN {lYP.) • t h NOTE i2) • NEA© W \` •�.z ti�`�''�� .;��?'��„� �f..�. � 1, SIGN SCHEDULE • • � �� MANOR l .`.. • ` �v."�"", t HANDICAP 51G � 5T WR��` STREET CFl1 TB t'' ,a �. (TYP. OF 4) # AGAWAIIi� MA DESIGNATION: TEXT- MUTCD CODE: \ t STOP RI-I O ' � a 2 NOTE 12 � 1 3:S>4 � HANDICAP 516N O/ j DRAVVI IQ O2 ONE WAY R6-2 �! k° R=40' (TYP. 01= • 1► cfrr-r7 WETLAND wt fi o O „`� ♦ �' 100-FOOT # f 3 DO NOT ENTER R5-I z-o 'n �{ 7s` y'ss Or }' ` Z (5� BUFFER ZONE SITE � i, �- �y: NOTE 17_) O4 TWO WAY TRAFFIC wb-34a�� ,�^ 1 �, � + LAYOUT PEDESTRIAN WI1-2 �crtrrs CH2-f �O GRO55ING . PLAN qx O AHEAD WI6•-lip L.06AT ION OF FLA65 \ ALONG DRAINAGE" 5WALE (TYP) czrz-8 : WA 22 � �F� IO, " } � 3y?, '� ! ,* «� • ��y-�-� i CHf-19 \ iu. °�•'G mil, ti✓'- CH2-7 j \\ ti ¢.i� 'v C6 ♦ 200-FOOT �� , ;ti; 1 j SEE SHEi=T G.6 FOR SIGN MOUNTING DETAIL � 1 RlVERFRONT +CH2-sa AREA /WFA-24t \.�FA-23 1% � ��` 1ft i D f G SAFE NOTE j. �(FA-2fi UTILITIES ARE PLOTTED FROM FIELD LOCATION AND ANY / CHz-s WA-zs ♦♦♦ o R=286' RECORD INFORMATION AVAILABLE, AND SHOULD BE ! ,k M ,; I r j.: :.' .��.:;'.. R=ESb,t TING REDE516N ♦EX�S GON51D1=RED APPROXIMATE. OTHER UTILITIES MAY EXIST ! 1 PUBLIC PARKING SPACES: � a;` �_ " _ ..� % i qp '� WHIGI{ ARE NOT 1w1/IDENT OR FOR WHICH RECORD \ � � ♦ �� • �� •� / INFORMATION M46 NOT AVAILABLE. CONTRACTORS (IN a+r-2z ♦ I CH2-4 HOUSING AUTHORITY 5PAG1=5- - r✓ ACCORDANCE W1TH MA55.G.L. CHAPTER 82 SECTION. 40 AS v A-za �, � a* ME men ' •`.� w� ,r �. r y f x HANDICAP PARKING SPACES: 14 18 AMENDED) MUST CONTACT ALL UTILITY COMPANIES BEFORE E:XGAVATINC, AND DRILLING. ALSO, GALL "DIG-5AFE" AT , • ♦ • ��fy'' x x x x r TOTAL. SPACES: 104 100 I(888)544w"1233 �I(SS8)DIG-SAS. �t sfA-zs _ w��rao START t VCH2-3 100-FOOT '• `+- -.—y}SFa-Io1 ` . x ------ --- ------ SSFA-29 S4FA-3d q j f=iFA 2 r•. �1FA'!Q3 �- x _ ..�-� --x NOTE: \•�CH2-2 RAIVERFRONT `` VrFA 3t`~! .....n.r..•,..•....++.....I.�w�rr....�.��.:Low�r.n.l�++ ALL PARKING 5PACE5 TO BE 200 SQUARE FAT' UNLE5$ OTHER 415E NOTED CHI zs 'cHi-1 AREA \ WA ALL ••,•••""•••► ��wrrwl�•�*rw�rw�u��tr��+t��rro.rr Hi�a•-]05 ` wrlwuFr talM+■.r wgo ^ \` SHEET: GRAPHIC SCALE 51TE LAYOUT PLAN ,I I In 0 56AUH f f'=50, IN FEET ) Cw2 1 inch — 30 fL IVA UTILITY NOTES: GEORGE dt JEit&NEM SCHMIDT ° TRUSTEES OF OEORGE SCHAIll N� ;AX 80RK BLOW PAGE 403 MARK A. K AMY J. SCHMIDT 481 1. REFER TO DRAWING 0.2 FOR ADDITIONAL GENERAL NOTES. NI rax MAP xs eLocx LOT r� AXXM PEW K BLOCK pi Lot2 PtrrrsaP�.. �pnuLA r� 2. TOWN STANDARDS SHOULD BE FOLLOWED FOR SITE UTILITIES. DETAILS AS 5HOYN IN GENERAL REFLECT TOWN � �' � C.�'1 iTU TAX MAP K8 BLOCK I LOT r5 DEED BOOK 94 PRESS FACE'418 s%/rG 1 Rid-OGATED 'PIRI= HYDRANT STANDARDS. SHOULD TETHERE8E ANY LOCATIONS MERE THESE STANDARDS CANNOT BE ADHERED TO DUE TO SITE N� " ° Wl SOUTH AND EAST OF CONDITIONS, THE CONTRACTOR SHALL NOTIFY TIME ARCHITECT PRIOR TO COMMENDING CONSTRUCTION. SCHEDULE WESTERNMAss PRDPE7iTr � F_XI511NG HYDRANT)*' DEED BOOK 14310 PAGE 567 5. UTILITY SERVICES TO EXISTING FACILITIES SHALL BE MAINTAINED AT ALL TIMES DURING NEW CONSTRUCTION. rAx MAP K8 Btocx LOT rs ° 4. ALL. NEW DRAINPIPE TO BE NIGH DENSITY POLYETHYLENE PIPE,UNLESS NOTED OTHE"ISE. RIM=488.2 ...a+•..••�� ,PIN (Fr,D� y- 412 OAH ` �►- 5. REFLACE WITH NEW CATCH BASIN WITH DEEP SUMP AND PVC TEE (SEE 51TE DE'I•A1L5?• EXISTING INV. OUT=4S42 INLET ANT OUTLET S ♦ m E E E �� DMH #1 5 I SGH20 PVC ELEVATEONS TO R1=MAIN. RIM=466.1t DIRECT BURY b. ALL WATER PIPE TO BE DOUBLE CEMENT LINED,BITUMINOUS COATED,DUCTILE 1RON PIPE WITH PUSH ON JOINTS, GLASS INV. IN (E)=4$4.0 �' 3-% + ill ' 52 OR GREATER, UNLESS NOTED OTHERWISE. FURNISH, INSTALL, TEST, D151NFEGT AND FLUSH WATER DISTRIBUTION INV. lN. (NE)=4832t (EXIST.) _ ! SYSTEM.AND APPURTENANCES WHICH CONFORM IN ALI- RESPECTS W1TH MUNICIPAL REQUIREMENTS. CONFORM TO THE INV. OUT=4532t (EXIST.) PART PLAN ♦ ARCEI-fl rEC1�5 LINES INDICATED ON THE DRAWG INS AND PROVIDE A MINIMUM COVER OF 5 FEET. w w ♦ x �" • EN6INEERS 1. ADJUST ALL CASTINGS AND UTILITY STRUCTURES TO REMAIN WITHIN THE LIMITS OF WORK TO THE NEW FINISH GRADES, rr. ow "' "''' � Q)o UNLE55 NOTED OTHERWISE. ` ♦+ +�� +\+ x � �WALK • NVr0: 0R EE)ESI6NER5 S. FOR EACH DRAIN MANHOLE, PROVIDE A MANHOLE FRAME (202.1.0) AND COVER(202.6.0) BEARING THE L7=GI ND \ / • pF43-11ECT :DRAIN". +� ° a q. SITE LIGHTING INCLUDING POLE PROVIDED BY ELECTRICAL CONTRACTOR. LIGHT POLE BASES IFROVIVED BY 51TE �'� w z } 4313 EV1641EAI STET CONTRACTOR. RC,4WAM, MA ©lf 13t•71 Iv. ALL CLr-u rmiQf1L oo f 2um,� (virn E r vi-t. Tmwrra),rmovinrwj err M F14l- CONTRACTOR. TO BE BURIED A MINIMUM - I" aGHbO PVC OF W` BELOW FINISH GRADE AND BEDDED IN SAND. TRE:NGHING AND BACKFILL BY SITE CONTRACTOR. s TEL: 4 t 3. 786. 9500 F, BO PVC --__ m DIRECT BliRY, FAX:413. 786. BG99+' s o * #otky '2'' / II. ELECTRICAL CONTRACTOR TO PROVIDE GONTlNUDU5 METAL SWEEPS AT ALL UTILITY BENDS. , OAH 3•-% + #86+ ��-�� .`,:•.'_ \ VIA TIMEGL # sT w `" $'TAMP: v hp!5 PANEL 5GHEOULE 3 PHA5E 4 HIRE 120I 20b VOLTS- 60 HZ SILTIFEW; l W/f�iAYBALES y rypj Pole LO AD BREAKER LOAD ��'� II G 4 11, 50H.80Pvc OAS w No. D1=5GRIPTION FI=1=D1nR A B G POLE I=BANE TRIP A B G FEEDER DESCRIPTION NO. L.�x x - DI + DI�T#�Y: T.MIS AS Ex � I 51TE LIGHTING 1116, 34(b + #bG �I00 20AI2P ZOA/2P q 75 E G, 3-#b + #5G OAS i 3-#b 8G SITE LIGHTING 2 ♦ x x�. k '� CIVIL No. 3 5 3 - SOD -_ _- ci'75 - 4 / a �.x �x)s 5 5PARE 20A/2P 20MP SPARE i7 �,s - 20MP SPARE b � q s � !" 5l PVG q ! SPARE 20A/IP 20A/iP SPARE IO DIRECT WRY 11 SPACE 5PAG1E I' SOW TOTAL. q00 q00 O q15 q75 0 DIRECT fl t OAH 14. SIZE MAINS &OA TYPE MOOD I 3416 + #86f'� �' t J ./ ear. w J .:: TOTAL 1^�ATI"5 3750 MAIN BKR. M.L.O. FEEDERS I-I/4"G, 4-#4 + #8G - -- / ° � � w � �` � � � `" r � PROJ. NO: 08-2046 TOTAL AMPS !O LOCATION MA1NT.BLDG. A.I.G. 10,000 �.:, LOAD x 60 % 6 � - FED FROM EX. PNL MOUNTED SURFACE - - - '�---L"��aGI•I.SO P1/G 1 :� _ � DRAVIfN: JS/REM -� NOTE 5 � y DPI 61�G # W ° `� y w J�• '•' `- .;,, OA5 w r f CHECKED. RTM/DCG BAY5EPARATOR SA a�� - w r b ti DATE:ATE:� E� �•,• � 01/23/09 SYSTEM(PLACE o �; • , w PIPE AND REPLACE q w t s FLE NAME. \CIVIL\DWG\C.3 IN-LINE WITH EXIST. � f� � � o �- W - -� f 1 SC.HBO PVC ii:- 1► PIPE A5 M33XV) DIRECT BURY,IC5HTI NG FIXTURE 50HEVULE a � + #8G REV: 133/04/09� n � fr °� � f REV: 05125110 TYPE MFR. CATALOG NO, LAMPS MOUNTIN5 VOLTS REMARKS `mil sr -_ sr ANTIQUE TRADITIONAL LANTERN FIXTURE, TEXTURED BLAGK POLYE5TER POWDER REMOVE CATCH BA61N FRAME AND GRATiE AND REPLACE WITH DRAIN � }' OA5 5TREET LAMP KW35 1505 MOB AG5 6R5 20b AN13K 1-150 HP5 P05T 205 GOAT FINISH,CLEAR SMOOTH ACRYLIC. LENS, TYPE 3 I?15TRIBUTION GLASS MANHOLE FRAME AND GOVER ! OR t CENTURY OAK 5E=RIEn5 POLE CLEAR OUTDOOR REFRACTOR, MOUNTING HEIGHT 12'-b" TO BOTTOM OF FIXTURE ON 4" ROUND OA5 (ADJUST COVER TO FINISH GRADS 1 ` f PROJECT TITLE; APPROVED PX G012 XX F4 ANBK FLUTED POLE, SEE LIGHTING FIXTURENOTES. EQU � R ,o f f { DIRECT \ + 5 , 5 -- SS f AGAWAM ANTIQUE TRADITIONAL LANTERN FIXTURE, TEXTURED BLACK POLYESTER POWDER 3-% + #� �s OAH 5TREET LAMP KW35 1505 MOO AG5 6R3 20b ANB �4US1NGK H5 1-150 HP5 P05T lob GOAT FINISH,CLEAR 5MOOTH ACRYLIC LENS, TYPE 3 P15TRIBUTION GLA55 � � � m ss �, i OR 4 CENTURY OAK SERIES POLE CLEAR OUTDOOR REFRACTOR, HOU5E 51DE SHIELD, MOUNTING HEIGHT 12-b" TO BOTTOM OF 12u 4� PIPE® 5=2.OAri ° � ss ' : S w A APPROVED PX 6012 XX F4 ANBK FIXTURE ON 4" ROUND FLUTED POLE, SEE LIGHTING FIXTURE NOTE5. w DMH#1 s �� EQUAL d GATGH BASIN a - 7 / f ROAQVIIAY h DI g s (TYPJ G5 ss � '' I f 4' f ANTIQUE; TRADITIONAL LANTERN FIXTURE, TEXTURED BLACK POLYE-STER PONDERPIPE � .r4� � / � � j OA5 5TREET LAMP K A05 1505 MOG A05 GR5 208 ANBK 1-150 HIPS P05T 205 GOAT FINISH, CLEAR SMOOTH ACRYLIC LE N5, TYPE 5 DISTRIBUTION 6LA55 E s O A / J PARKNG ' OR B CENTURY OAK 5ERIE-5 POLL; CLEAR OUTDOOR REFRACTOR,MOUNTING HEIGHT 12'-6" TO BOTTOM OF FIXTURE ON 4" ROUND OA3 w ss �! RE"-DESIGN APPROVED PX W12 XX F4 ANBK FLUTED POLE,5EE L1C1-ITING FIXTURE NOTES. s �� s EQUAL RELOCATED @c1cilt FIRE FIYDRANTf w MEAWW BROOK M�It� R L.I&HTINCG FIXTURE NOTE5 �EXIST. s - ---_ �� PAVB��tTj � Y �� STR�'�' E. ALL LIGNTINCG FIXTURES 5HALL BE EQUIPPED WITH FNERGY SAVING TYPE I-1/4 G, 444 + #bb I w } AGAWAK MA LAMP5 AND BALLA5T5. N m 2. HP5 LAMP5 5HAE.L BE BASED ON THE QUALITY AND RATING A5 MANUFAGTURX-D BY VENTURE LIGHTING "EW-F6Y MASTER"5ERIE 5 NL- PNL NEW I m w fs DRAYYNG DIRECT BURY, 35aOK L[C->I•+TING_ "ENERGY MASTER"�kE-5 4000K. �� o � #" 5GI•I,SO PYG . 3. ALL LIGHTING FIXTURE 5U55T1TUTION5 SHALL. PROVIDE PHOTOMETRIE5 AND NEW �, � � 3-#8 + 106 � ,�' If I SUE ILLUMINATION LEVELS EQUAL TO 5PEGIFIED L16HTING FIXTURE5. bO P OAS ! f ± UnLffy & 4. ALL.LIGHTING FIXTURE 5UE35TITUTION5 SHALL PROVIDE AE5THETIG APPEARANCE EXIST. MA1NT.f3LI2G. f EQUAL TO SPECIFIED LIGHTING FIXTURES 1N THE OPINION OF THE ARCHITECT. FLOOR _ J ! GROUND AGGORDINC7 T ' R1=LAY 5. ALL LIGHTING FIXT'URE5 SHALL QUALIFY FOR UTILITY POYER COMPANY'S CONTROL 1 w , M.E.G. ARTIGLE 250 "SGIi 80 PVC, + AN HIC-HEST AVAILABLE REBATE. = CABINET DIRECT BURY - `I 6. ALL COLOR SELEGT10N5 BY ARCHITECT,ME-55 NOTED OTHERWISE(UNO). f:JOVT. RISER SCALE: NTS OAH LEGEND SYMBOL DESCRIPTION r 1-1/4"G 4-#4 + #b6 NEW POE LIGHT FIXTURE ASSEMBLY L / �� LEETTER INDICATES TYPE SEE 5 NOTE i / NEW POLE/ LIGHT FIXTURE ASSEMBLY, EXI5TIN& XOOA 120/205V-14) 0 LETTER INDICATES TYPE PANEIj3OARD, PROVIDE AND IN5TALL NEW HANDHOLE (1)-6OA/3P GKT. 5RKR. FOR �� f OA 4 �j/ I I H PANELBOARD "PP5",VERIFY 1� R H OAH � 1 I MANUFACTURER/BRKR, TYPE" IN FIELD z "'�a ~--� - NEW PHOTOCELL NEW RELAY CONTROL CABINET ♦ ♦` I' SGHSO PVG � �� 5� �'� If fC NEW TIMECLOCK GRAPHIC SCALE .. DIRECT , wagon r '` 30 0 15 30 60 720 ww ma sm Ora +�' low +r" ,j P,;, �%� X f NEW PANT=LBOARQ 120 208V--30 st a., x f SHEET: EXISTING PANT=LBOARD � C IN �Inch 30 NEW 1"U.G. SCH.80 PVC EN1..AR&EP F6RT PLAN � - Cm3 DIRECT BURY 3-�fi � �8G SCALE: 1/4"=1 -0" SITE UTI ITYAND L16HTING FLAN SCALE: 1"=30' WESTERN MASS PROPERTY tI v Ail, r r0's DBE MAP ROM X 9LOC€c10 AI L07 567 W TIr^ DT — _ / ! BUFFER ZONE �a�4 _ _ — 493— / .� 1 _ —492--- . ^ 492^ �•r° rrr� r►a►rrnr� � � J/'6� .._491-- �-- -^• -- " ' - .,,.•rq9�. _,-.•.,. / / ! f r48 "" ..... r _ T — ~� -- --489 CHt-T j / ' �/ asap / "' /I' / '�' a 3 — `-487-- y I /200-FOOT- 1 /// ,� -- �-- GE3.RI�fi�;� 'WFA-3 RIVERFRO�t�'' CHI-2 100-FOOT AREA 10 R!VERFRONT�I t / // l 6 ! .os a r.. \ � \ s� \ , i'• :ti AREA ir, f `�/� � •�- n � � � J,, ,;��,��. � 1 J !+ rlA50W(WILD€t� 1 ARt�-IiTEL S cH1-3 r i 1 { / �� x - . �{\ €_5TORf ` \ { r / Iorr r�€nLn€rIG 10 i1VTFRlOR DE5lExN ERS r 1YFA^57 ��! I {fFE=440 q} Ed { 5 i CHI-4 r 1 a ! ttarotsxr 6UILD€NG \ ! 430 MAIN STREET ASAWAM. MA 01 CH31 WA-7: ! 1 # ��$� riurAk irxisriG } { M>nL vATlo 5 As \ � 413. 7a6. 9600 • � � Tf � ) � � � � I-i P011`I•ff� � f r-.��c. � y \ !=. ?CiC_ oCGId CHI-5 y ' ,{a x Q x . 0 0 x STAMP. I \WFA 1 --x o { 1 0 ' 1 a� { 2-STORY1 tN f\ I93 aaaa \ z N WNW MISIASZEK CmL No. 36976 W,,4 1 1p� GB RIM=4,55 5 SCALE: a lY! — _ � a • 0 � 1-8 RA15E COVE 5 TO 4za �/ `;: PROa NO: 0$--2046 Cxt-9 FIN15HED CRAVE t I { hee 8 7 4 ) / • r R? DRAWM RT r / • CHECKED: DCG •CHI-to DATE 01/23/09 r:Y €• €-STORY �/ '8e • r j o FA,E NAME `CIVIL\C.4 t REV: 03/04/09 • ; BORDERING--� N 1'\ 1 1 / \ / o REV: 05/25/10 VEGETATE© VETLAND LINE Z Iw1a t " '' —' • / j489 { c I s CHI-12 7 DEEI a o PROJECT TME: TAX \� 1 DMH RIM 1 1 °� o ;f A WFA1161 _ AGAWAM �� b" 0 " a I o, Ave # 51LTFfNGE \ \ \ 1 \ \ \ ! IOUSNG K/HAYi�AL-E5 \ \1 \ # O AUTHORF Y 1 WFAM76 1 m r o r :s, ROADWAY 11 PARKING RE—DES Ma N \ \ \ I l j • # MEADOW BROOK MANOR 1\ . >:; r rI 57 1lliRi ff STREET CHI-16 , ,1\ , \ 2-STORY r r;:o f f • AGAWAK MA 00 1 • FASONazY EULA€ram R 1 •* 1 I ! I 1 o f �' {j / 1 *L DRA{KNQ 481 I SITE `4 A�2 �� ' : GRADING DRAINAGE \ \ ' \ r •// \ / PLAN � , I _ ` i7 \0 CHI-to CN2-7•� GB RiM=485.5 . �� MA.,OiJlZ1'EM1.01 lG . \ CH2-6 l •�A\ss r \ l kWETLA1�fD CNf-p0" 15FA-24� ,_ _ BEER NOTESS CHI-2I i \\ +� ~ 4e2_ 1110 CH2-5 L REFER TO DRAWING 0.2 FOR ADDITIONAL GI=NERAL MOTES. , wIA== -_ ♦ O / i f1 f OEM ROOK 16358 PACE 86 f y/ / ",. { 1"f 1 j TAX MAP KS BLOCK 1 LOT 4 2. AVJU5T ALL GA5TING9 AND UTILITY 5TRUGTURES TO REMAIN (WITHIN THE LIMITS OF WORK) TO THE NEW FINISH GRAVE,1lNLk:Sa NOTED DTHI~RYVISE. S ANWQL HIGH N CHI-22 ! �CH2-4 A'z7\ \`� ' �� `�' .•+r�''�'� • 3• STABILIZATION AO ALL SLOI'E5 GRFCATER THAN 5:1 MAY REQUIRE WRIER LINE ` ' \ +. "' .w •• •■ •• •* '�~'" w= -- PLACEMENT OF COCONUT FABRIC UNTIL VEGETATION HAS BEEN cHr-zs 841 5TAILIZTION, OR _ .. oESTABLSHED. GONTRAGTOR SHALL ROYID 5Gf ^ ------ APPROVED EQUAL, IF REWIRED. WA �� N, ,^ _ __ —463_ �WFA-24 WFA \' CH2-2 I00-FOOT CHI-25 . CH2-1 RIVI=RFRONT ♦ _ w� -3 1 AREA ` .........�:.�.�.:�.:�..;.�.�•.. ..,........► WI A-tD5 I R6ONT AReA SHEET: GRAPHIC SCALE 30 0 1S 30 EO 120 51TE &RAi IN& PLAN ( INFER ) Cv4 1 inch = 30 tt. lGEORGE& JEANrtEnE SGNMfOr n TRUSTEES OF(FORCE SCHMIDT N/7 DEED BOOK 9LO PACE T 3 MARK A. K AMY ACE 4 1 TAX MAP K8 BLOCK 1 LOT 13 DEED BOOK t1420BLOC PACE 481 N� ° � TAX MAP K8 BLOCK 1 LOT 12 PNlLLiP R &PAULA M. PRESTOhI 407 tNdfEGO S DEED 300K 9496 PAGE 418 29614111 1 TAX MAP K8 9LOCK i LOT 15 ° MASS PROPERTYERWCES I 9 - 7431D PAGE' S67 F. { 3 BLOCK 1 CDT 16 a/ lP7N{FND) 1 , z OAH 0.25 IT ARCHECTS z # ENEitNE1~RS IMMOR DESI6NERS �"✓ \ err, wALK \ PRC.?1ECT MANAER MENT \ 4- F OAH# 430 MAIN STREET. F ASAWAM. MA O 1 CID 1 OAH � Q FAX t 413. 78E. e699 x 0.25 STAW. 10 0.5 k p ° # '�_ r RICHARD y� x ~ �� ° o 1. NIISIA EEK M x ` x -- x h 1 x OA5 ` CIVIL x �. x J � �3 OAH No. 976 x f r F� 0, 5 SS D . 5 1 H• f --_ SCALE 1"=30' ear. 1vAck Ixl ~ PRM NC 08-2046 •5 5 2 DRAWL is OAS j�° CHECKED: RTM/DCG 0 ° DATE 0 1/23/09 o FLE NAME: \C1VlL\DWG`C.7 .25 .25 w 12 a REV: 03/2%9 ' 1 ' .25 0.5 z OAH s z O OA5 Q- � 6LPROJECT TfTLE: 0,25 f AGAiNAM MELIG 0,25 I A 0.25 HOUomm ° r AUTHORITY 0.25 --� 0.25 0.5 ROADWAY 0.5 � 11 F off � o 0 RE-DESIGN (> F t ME=W MM MANOR fl AQAWAK MA r 2 F DRAMM oA� 5 � I��'��n N. D0O�'cFORUG�G Q��'�� 0.25 r. cALcMATION ANGHORA6E AND KRIM ACCESS (Z PAR POST) ,� PLAN F , 0.5 i 6" IN GRA55 AREA, 30a IN 0/ PA\/M AREAS L I&HT F I XTURE5 .25 SCALE: NTS � LICSHTIN67 FIXTURE SCHEDULE 0.25 0.25 ��x GATALOO NO. LAMPS MOUNTI VOLTS REMARKS TYPE ANT1QUE TRADITIONAL LANTERN FIXTURE,TEXTURED BLACK POLYESTER POMER AH OM STILT LAMP KM5 1505 M06 A65 6R3 208 ANBK 1450 HP9 POST 208 GOAT FINISH,CLEAR 54OOTH ACRYLIC LENS TYPE 3 DISTRIBUTION 6LA% ROTOR,MOUNTING HE1GHT 12'-b"TO BOTTOM OF FIXTURE ON 4'ROUND S OAH OR E GEMURY OAK SERIES POLE CLEAR OUroOOR ' j t APPROVE PX GO12 XX F4 ANI3K FLUTED POLE,S�L16HTIN6 FIXTURE NOTES. EQUAL GRAPHIC SCALE TRAt71T1ONAL LANTERN E=1KNI�,TEXrURp BLACK POLYESTERPaY� OAH STRESS=T LAMP Ki M 1505 MOO AG5 6R3 208 ANBK H5 1-150 HPS POST 208 CHAT F114I50,GLirAR SMOOTH ACRYLIC LENS,T fT'E 3 DISTR1wf30N 6LACs5 30 0 to 30 60 REFRACTOR,HOUSE SIDE 5lf1E"3..D,MOUNTING iiEt6HT 12'-6"TO BOTTOM OF <:�-}-`:';. ~ ' • r � x�- x 1 $�: OR 4 CENTURY OAK 5MES POLE CLEAR OUTDOOR -Y •2•r? APPROVE» PX 6012 XX F4 ANBK FIXTURE ON 4'ROUND FLUTED POLE,SEE LIGHTING FIXTURE NOTES. k x r =.t7 EQUAL 1N FEET - x ANTIQUE TRADITIONAL LANTERN FIXTURE,TEXTURED BLACK POLYESTER FOAAR i inah. 90 & OA5 STREET LAMP KNB5 I505 M06 AG5 6R5 208 ANSK 1-1501aP5 POST 208 COAT FINISH,CLEAR SMOOTH ACRYLIC LM TYPE 517t5TRMMON 6LASS . OR 4 CENTURY OAK 5ERIE5 POLE CLEAR OWPOOR RE�i2AGTOR,MOUNTING 1�1GHT i2'-6"TO BOTTOM OF FIXTURE ON 4"ROM Cm7 APPROI&V PX C012 XX F4 ANBK FLUTED POLE,SEE LIGHTING FIXTURE NOTE5. ! ----- SCALE: 1"=30' - rrl�-,ifj��`y �'..t{-� y��y a:M1 yx vls rC w ��'£'u� � �,s+ 7"i,S,S,�,S -. 7�1.r•�C-. � ,y p�� ri15MSw.� ar; rr y�,r.y'��'[las:.. ��;..�arr�.! !� tl� � n•.C%k7 XSM x+. �i� f� �r f+2f- a 'a�° �+xxs�'�`x�'�y`�,�1-t'�i � t� �z -$ - ` Y. y� + ";: tii t n* C rar nrFyaz fA ro ` �£�sx ac.� ,�,., t r ," 7^ �o ir' s •Y F 4' _ '4 s--. f v,k„ '*'''"sY 'taa' a3.: •rc :t r9�,K u'G� - ,sx S us �s f d SF 3f„Q may' r e �r...r� ,�?'�Fs.� �•�n � �"� �*`"��5 s:L .' -'" �„ a•� �'�.�2`$v-•,. �i�o .,T"3. - z;= i ��'c- s� "rs s7' ',�Gk K �� FJwn " syk 'i is r ��s:� L�7_s St .t 2��y�,r � x x �r 'rv't 1 i`NY {i,,sum •�# tl Clay,. �_� ,,+ .;,.'� �.�\Y rNi Jr - � r, � +��>-� �a �d`jy�'f'�.�'�`� '�� 3,.� iY'3,� y Y, z�f rg »,< sr-x y f ��_"•"Y{"� ^�..e� � � y o � nfr rty '� 5l 3 r✓ s IdMCRh1RCY- Sxua�acx •rkir ��U rF as .r4 y r r 5"z}. r.zw -.�r'sa3`»ri+Friy a"5 z 3'f .J �n � y.y r�YF �r .orrvet N iFy. f.r� ti �y. n 5 fv f'Ers✓�'es�� 5*'l.�.�1� M'� a a.Y,rl j✓ t�3�rx�, I - e4F£a,f r' :' 4Y ��1 �. 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LOGU5 FLAN L I ST OF DfizY�l 11�G5 T,I TITLE SHEET GIYIL 0.1 EXISTING CONDITIONS AND OM-01-11TION PLAN 02 SITE LAYOUT PLAN G.5 SITE: UTILITY PLAN 4 LIGFITON6 PLAN 0.4 SITE 6RADINCP PLAN GS SITE DETAIL5 OOK G.b SITE DETAILS A G:t LIGHTING CALCULATION PLAN 0.6 SITE DEMOLITION, LAYOUT, AGAWAM, MASSACHUSETTS 01001 UTILITY AND GRADING ALT. PLANS �o c UARY 23 2009 R VIS D MARCH 2009 IN . T IAT SET N0. ARCHITECTS ENGINEERS INTERIOR DESIGNERS PROJECT MANAGEMENT AGAWAM,430 MAIN STREET, ETTS 01001 SHEET TEL: (413) 786-9600 FAX: (413) 786-8699 Tel, PHI LLIP p.&PPAULA M. 'ESMN r JANET M. &DONALD H. COOK DEED BOOK 9496 PAGE 418 61411 /, I ! / LEGEND TAX�BOOK BL0471KPt Lai sa � TAX MAP Ka SOCK t LOT 15, 4 V, � � I � 10011040 $ ! s�BOLT OVER DISCHARGE t �. x/F rrFa-r z 1 AT FIRE HYDRANT(NE SIDE) � SERWCES wESTERx Mass PROPERTY 100--!'OOT 1 � � � " ° ECEv,-4sa77' -- LOCUS PROPERTY LINE TAX K8 OOK am I O310 PAGE T616 BUFFER ZONE � � � � /� - ABUTTER LINE T n I -- _ 93 -49 f f r - - __HT -492- - - -^ / / / D \ 432 - - -49 — —495.-._ — _ MAJOR CONTOUR (5 FEET) ;�,',;� � /{fir �I, %� -- - - -49i- -- - -- r - s --4sr~ -488 - - -496- - - - - MINOR CONTOUR (1 FOOT) CHI-I ! WA-2 j � .�6 /�/ � ' T - --. _ --487 73"D za4t - CURB LINE f ( / - EDGE OF SIDEWALK f } .' Z200-FOOT ON��1 / LTFENGE / l� / / x „ . *;A-3 W W 8_ EDGE OF PAVEMENT aft-2 AREA / / / ' `I/IIA / `�� ,� r.5"WArER r err• y, GRa s 100-FOOT / / / �� ,; ALK • RIVERI^RONT�f l I / j � �/ / 4i'�'P.� � � � 4�rtµ,� ;,�t�,. �� i8 3 � + AFtC1-ICl'ECi'S PAINTED TRAFFIC LINE AREA � - / / � / / I £ s q 1 3 \ ENEa juFa-4: r / / / ) [ err, WALK 1 INF..ERS � — WOODEN FENCE / � " `I► GRASS MASONRY� Y BUILDfNG \ 1 INV]'F: OR ©ESISNERS OHW - OVERHEAD ELECTRIC LINE CHr-3 1 l 1 / I/ f' ; �' t -"` --"-- D Orr - i (FFE-490.2') \� I 1 / / , � T � PRC]JECI' MANAEI=NIENT T -- UNDERGROUND TELEPHONE LINE W f \ \ f ! t-•STORY 5 ' MASONRY BUlla1 s' t W - UNDERGROUND WATER LINE f wFA-sr 1 f } i� (FIFE-489.0`1 Q ! I f 1 �, G -- UNDERGROUND GAS LINE 43© MAIN STREET' / f ll � l� s � j ''"' 4 1 1 1 1 i x GRASS �„ r'r } ) A mAWA 4. N4A 0111301 S - UNDERGROUND SEWER LINE : CHI-4 j ( } / f !I I 1 ` a-6• !p \` TEL : 413. 785. 9E©0 D - UNDERGROUND DRAINAGE LINE BORDERING ff l ft RPA4;�8j 7 WE y�y MASONRY BRUILDING U F� `' 1 : FAX: 413. 786. 8599 VEGETATED f 1N r 48 4 3 1 RAMA {FFE BVIL) » S t„s 1 - ELECTRIC + WETLAND LINE > > ! \ t 1„ ® L C METER 1 • \� ¢ r I - FIRE HYDRANT WA-a: } 11 STAMP'GRASS ••^p' \ 1 � 1 � — UTILITY POLE w/LIGHT ! � • �-' � i / ^'.:� � j CHI-5 - UTILITY POLE41 i + - GUY WIRE n F � { ABANDONEDH ❑ - CATCH BASIN uGHr POLE BASE rM 4s9.0- o .Y v RiCH+�R� Ate, ! • 1 k , o f Nv. IN(A)=484.r r w \ 1 air T. MISIASZEK 1 I - ., , 1Nv IN(BJ-484.2' I r - LIGHT POLEo;® !N OUTC 616' 2^SrORr ! X 0-43:6' MASONRY BUILDING � � ;` C,IVf� y \ j 369 - SEWER MANHOLE CHI-6 wv - �Q - WATER VALVE MEAN ANNUAL -o- - SIGN HIGH HATER LINE f f � =� � � ` ;. � � ��+ ��fi � sir. WALK Y F fi / GRASS SCALE: :. FOR STREAM � ! 1 I� ,� -� � x � � �h .L"-® � =a`s� '` j 1 =30 EOP -- EDGE OF PAVEMENT �1 r ; ✓ t '` .z,°;` :p 3s"Dta — DECIDUOUS TREE f.! ! , ._ t. l , �w .w ' .r�; -� .i,r� �� O O p �� 12, - S TREE Cal-7 WA-1 j,�. CONIFEROUS "" f GRass � �� { DRAWL RTM d - DRAIN MANHOLE �' j ' i Acan,reR.• W / ''; ' CH;ECKEM DCG - - HANDICAP PARKING SIGN STUM� s o� t so / rn .att-s TT "$` "3 ° °�Y '' s _1s�� ` DATE 01/23/09 wL SINGLE WHITE LINE S >h f ' •' y ;s 4 1 S j VCP - VITRIFIED CLAY PIPE �CIVIL�C.1 �+ IPVC -- PLASTIC PIPE +CHI-ro o--�sr \ �f w 'tsF -r 1 ` a `�� y � «, i� o,� j �� REV; 03/04/09 RCP - REINFORCED CONCRETE PIPE , 1 1 ; ' , ` w '' sr +j4• f is,A � y x t-STORY / / :i : \ :;t y yw I f o� C! REV: i,; z u• AGA AM HOLIMNG , r BB - BIT-BERM T--BERM CURB qxv. ELSv,=480 4• \� � � MASONRY BUILDING) �s" T� �' / \ .1 xANc °1a DEEDS TMs P CE 133 HEADWALL ' \ / TAX MAA 37 eLoT LOT.31 CII-ti ! AREAb378,403� 5 FT DEMM111ON NOTE5s 11 rs � / { 70f ACeESk 0 REMOVE EXISTING BITUMINOUS PAVEMENT AND WALK5 IN THEIR ENTIRETY TO THE LIMITS SHOWN. • SoxxEr BOLT OVER to B 1 � � �,_: ,f � � � / � o, E o '�r�.�t� PROJECT TRLI« ❑2 REMOVE EXI5TING BITUMINOUS CURB IN ITS ENTIRETY. 1 c s caw s t Kxrr-t2 ,0l5piAltl.'ES AT FIRE HYDRANT o .. .: (NORTH SDI)ELEV-488,59' f `f {`' , 3 REMOVE EXISTING CONCRETE SLAB IN ITS ENTIRETY. 1 r-° � fi x o AGAWAM 4- r•v \ ❑ 1 � ' -'.�.ASS. :F"lfA-,. m s• / / :'s.' "'� ':Y:.t, :v t-•• 'u-=•��; .. / � O +, 1 ' �.r " m '• �`•b. ,��. �.y fT ':3?�t� y ar ° � � :f:.,- 9:. ,.L,'�v'.,. �� _i °+ \ w Y". -.F-�"f � � ? w ,3-s `:i •i:f iF' rr' REMOVE EXISTIN POLE AND O WIRES IN ITS E TIRETY. ORD TE SCHEDULED + I 1 ® G OVERHEAD N GO INA ULED \ k � �:� �; 1 �R' .. - ' '-, �:; � .' HOUSING ��FEx. a i,i. , .p._..'' '�-� �'n4:,, •;rr ., REMOVAL WITH UTILITY CO. 1 ♦ x 1 / 1 w ' ;,,:;' r ,. , � �� •r � i ; - �['.h ,,`',fir' t- • '''1',•.[oi(;`.G „ _ rs rr? air-t3 f►t-a�ts1 1\ -.� ! � �� :.��,�' � �r.,. � .; � � � is �, 1 ^f r' ,= TRASH' � ! �''. � >i •-t7.r `• -• AUTI�IORITY REMOVE EXISTING TREE/5 AND OR LANDSCAPING IN THEIR ENTIRETY. I00- OT , 1 f f `9 z Nye ok 1 I r'' _�' TREE(5) / !=0 1 � , \ ��" _ � } n E, a#a. /SS • ` . � yRIVERFR )NT SlLTF1^NGEf' IY��,r�,i °� \ :f:: W , o . ROADWAY 6 CLEAR AND REMOVE EXISTING TREE(5) BRUSH AND VEGETATION A5 RECG2iJUIRED TO INSTALL NEW ' AREA e \•\ r � � � � � `"� ,� , ��. ROADWAY AND A5500IA i ED C-RADINC7. \ \ \ \ C� �a�i rr J L 5$ f0" �CHr-t4 \ \ � ,; � ,. ♦ �Q o Dra / w >�`- .y,>. � a: � PARKING 0 REMOVE 5ALVAGE AND RELOCATE EXI5TING HYDRANT(5) VALVES AND PIPING A5 5HOWN ON ♦ \ \�\ 5 r\ W L + ' 'M1�. SHEET G.3. CONTRACTOR TO REE5TABLISH THE BENCHMARK ON THE HYDRANT(5) TO OTHER \ ! O ( ~' -DESIGIE�V PERMANENT LOCATION. 1 `� WAN-1i+1 1 , � c r7 \ w � Ass ® REMOVE ABANDONED LIGHT POLE BASES AND ANY PROTECTIVE METAL POST(5) AND TERMINATE \ 1 11 r ; \`;�'�` / WE03 O�LAN DT > 9 8 ^ - - IO �s r O p ASSOCIATED WIRING BELOW THE 5URFACE. CONTRACTOR TO VERIFY WIRING TO THE EACH 1 1 \` _ I �.. + ;.4 L NEAWW BROOK MANOR \ \ BUFFER ZONE <s ` # -r 3~ LOCATION 15 DE-ENERGIZED. C141-15 \\\ 11 � �`~ ` sTR�r ►�•A-1 � fit. 1 ♦ � ' � { I ee`,f� � 1 '� ® EXISTING 51GNAGE TO BE REMOVED, SALVAGED AND RETURNED TO OWNER. , . • / AGAWAK MA � 10 EXISTING LIGHT FIXTURE/POLE ASSEMBLY TO BE DE-ENERGIZED AND MAKE SAFE. EXISTING \\1 m I! r f 1 `. �- .v;,^. ::,:.° /� �s LIGHT FIXTURE/ POLE A55EMBLY TO BE REMOVED, 5ALVAGED AND RETURNED TO OWNER. ` , �1 ♦ 2_�Y r EXI5TIN6 POLE BA5E AND ANY PROTECTIVE METAL P05T(5) TO BE REMOVED TERMINATE \ 2-STORY MASONRY BUILDING w ! 1 t r1-rs 1 1 5 1 MASONRY BUILDING 0 2' DRAWNG: ASSOCIATED WIRING BELOW THE SURFACE. CONTRACTOR TO VERIFY WIRING TO EACH LOCATION 111 ' (FFE-4ass•) Dra ( ! 1 ti :`: t rn 15 DE-ENERGIZED. 11 EXISTING HOMErRUN (" CONDUIT AND PULL STRING TO BE REMOVED A5 REQUIRED, HOMERUN TO $E WA 1481 ` o \ '-' f ~ ; 1 EXISTING RE-INSTALL!=D AND SHOWN IN ALTERNATE UTILITY PLAN. EXISTING CONDUIT MAY BE RE-USID. � \CHI-17 �� ♦ �• � I � ��"�� ! / CiDIVDITION�7'EXISTING V CONDUIT AND PULL 5TRING TO BE REMOVED FROM POLE BASE. POLE BASE TO BE HEADwaLL ,�� f • 1 / ,y, 1 / •1 ry REMOVED AND RELOCATED BY SITE CONTRACTOR A5 5HOWN IN ALTERNATE UTILITY PLAN. l 1 1 ` EO / '' ;-` 1 , 1 ;:Y f! f / 1 MD INV ELEV.=480.9' �\\ \ ; 111& % P5 €3(!5TIN0 I' G0 13UIT RED 1u � f�l� TO €€ �€ f�1ii€D € �f Q -� L�€B IF! I ' • �� RELOGATED POLE BA5E AS SHOWN IN ALTERNATE UTILITY PLAN. 2 )\ 5 / / � � =•. DEMOLITION are-9 f . �� 14 EXISTING I" CONDUIT AND PULL 5TRING TO BE REMOVED, EXISTING CONDUIT MAY BE RE-U5ED. CHf-1 \ \ _ ❑ ORH ;�, /r 5 s3 /I , / PLAN WALK DRAINAGE \ \ x "i,.. . 4" ANC • / v 15 EXISTING I" GONDUIT AND PULL 5TRIN6 TO BE REMOVED FROM POLE BASE, POLE BASE TO SCALE REMAIN. 24"Dra Ib REMOVE CONCRETE WALK5 IN THEIR ENTIRETY TO THE LIMITS 5HOWN. : air-f9 RIM=485.5' { \ ,. j ' t 30•Dra \ CH2-7 W 1N-460.4' +' \ g 2-STORY '•:v,` 't ,, MASONRY BUILDING ••., r 1NY. OUT=480.3' 1♦ (FFE-489.7') v 1� ' 1 GRASS !7 EXISTING CONCRETE CURBING TO BE REMOVED, 5ALVAGFD, GLEANED AND IF NOT DAMAGED h ❑ 100-FOOT U5ED AT W LOCATIONS. Ci2-•6 j +llFa-23 - NE NETLAND 18 REMOVE EX15T1NG AREA DRAINS IN THEIR ENTIRETY. / ♦ F„ _ apt-sa" *FA-24r / '4„ I \ G�rAs` BUFFER Z > .•> / / j jj j ❑ apt-21 ♦`t'�' - J 8 .,g, � ! * } _ BIT. W — y ` /R � ! j ! DEED BOOK 1635% \ \ 487� WALK � 1q REMOVE EXISTING HOPE PIPING IN ITS ENTIRETY, •CN2_5 � a�2e� � cM��Efi��f�T,. \ _ - � r // /, � \ 1 jj TAX MAP K8 BLOCK � i � / h� ! EXISTING HDPE PIPING TO BE REMOVED, SALVAGED, GLEANED AND REUSED IF NOT DAMAGED IN 12'AC \ ♦ cRass ♦ ' J} } "� ANYWAY (SEE ALTERNATE UTILITY PLAN). \ .f1 CHI-22 It . 2_4 / \ \ �' ;oo 2I REMOVE EXISTING? CATCH BASIN IN ITS ENTIRETY AND REPLACE WITH NEW CATCH BA51N (SEE "FA T\` 3 ,, _''•- „�r + r ;`' ;: r;• ' I - _ -s / // 1 r1 1 UTILITY PLAN). _ • �=- - - k CHI-23 • 1\ 4_t ♦_ - ' 1 r ss - J — _ - 9 ` __ __ --- C> RAL NOTES: \a �~ "-. . rARr - - -a - - _♦ _� -�_'i1 .; s ,� _aae ---� SHEET: \ r C+2-3 �e` \ �- r - �-`�3�' Tar'r►�A 2-` +IyFA'"s :' 1 / x x � �, .++•• \ I. "REMOVE" SHALL MEAN REMOVE AND DISPOSE OFF-51TE IN LEGAL MANNER. - -- - -4af- CH2-2 I00-FOOT + CN1-2s•�2-1 RIVERFRONT �- �� r - ��..�._ _3 i�A-105 200- OOT \ { 2. CONTRACTOR SHALT. VERIFY IN FIELD IF UTILITY LINE 15 IN USE, 11= IT 15 IN USE AND PRIOR TO AREA �,..�+�•s 4 3. _�,�'"rr'.1�6. p�r rR{FNn.} ` RIVER T 1 \1 Z GRAPHIC SCALE THE CONTRACTOR REROUTING THE LINE, THE CONTRACTOR SHALL NOTIFY THE OWNER AND \ �_..... sD9� -AREA l ARCHITECT TO OBTAIN APPROVAL OF THE RELOCATION. .� do do�� I 1 " t ♦♦ { / I 2e ( ! 30 G to 70 Oo t.w \ln 1 06! � Drat k* 5. GONTRAGTOR SHALL COORDINATE REMOVAL OF LIGHT POLES AND ASSOCIATED OVERHEAD C -26' I/ \1 1 wn'y1 rr I N71E 1 a +R' ■ ELECTRIC, WIRING WITH LOCAL UTILITY COMPANY. O EX15TIN& 00NDITI ou5 AND DEMOLITION PLAN z IN FEET C. GALE III=3Ot 1 inch = 30 fL i - I ♦♦ � ��1�'r�iRi • —Mlll �.�[.�M'�`"�-R -i.-i..1.�.. �'��i�i��`'-i�'�c."Ir'�ia±.�+w--�•►"1."i - r A�y H % O y, , ♦ ! i / I - „♦- I I 1 R} •X.. a: �L�;c'xx:sEsa ar.. ."E < .5.:x`:.*�".; '"ss. V.will ARCHnmcTs ENMNEMRS - - r- I / I - ♦ r r r � .. � �aY @• A x. x a. a. iy,�,t.. � ,�, • • :r: � ` a�r R ,:�.x ✓ .•� ,x�� x .s�! •�yIX a.x�1�i;,;1�Fu r"[R 7e�z _r. x a'e • '+++u.. �� s - I` i� �I- - ..r7i I I ♦' �,��,., k gyp'' • �r�°W. •• /I '; 1I ' X ti7Y ''� xY r - � rt E r� • - :. ♦ ♦' r' ♦T ♦ • sti xw : 4 ty x bx t r• r r I /' t - r I ♦ I I I' i a 413. 785. 9500 ♦� x:- z�E. x x � STAMP HANDIGAP n d. � • ,s f• y .. %�. J� Nid[� .� x.r�k -sJi�:•�' - a� ^.M � g W :'�,��• 1�i 0 t I I I I �<rox�x 'h:•x x w ��_ _ . ,Spa du•Y.'". .,y • y 3�j`y 1G5.S34Y��.,k��.xf�wG Yst��y :X .:� �' � .�.,, P y '♦iL � k' � �� i� 3c`' ''$ •._,� X� Yw dry `�- Y.� 1! / • ♦ r- F r r' r- ix� xg`6' : x o d � r y F► I +®' ); SZEK T. MISIASZEK 1 ��9 Y. Y#'H -`4Lt,£ __ ,x.0 Xi6 Y. 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Yk�±� � � l �'� ♦ z'�� d '"," `txz't' >i£,"s '": 3uF^c r-raxi' a>2',y IYiEY ♦ 1 ---- _-_- - • • 1 : 1 / ! / xa xa. _ ��x'� � J "„�"4z--� •�`su�d�'«'�axu' 1+ %x �x�k. ° x" ,yxxagGfi� kS x a , •r 46 �,.'��k•x � xeN r � ' E•�� >�u:ss k..isi°�nx-d- �" x �' sxi,t:�6�' � xzZei � • � ti ---� } - q f. �t ��xrx ��y ��Xx:�ix �. � �' ` t�Exiu1� , &1�` � '•4�.5!��y � CHECKED. 1 x'.:$v ak4Y. X'rk k�pix{Yyp%{4'Aif1"' �yy7 � wry CG ♦ � ,. .xkpecx ;yk��MYL�C.�',!� � �- d�'r�y� �� r � 1.U�i i ■ ,X '.3>J .. xXnkj•Mvx%�. t.Y-r�k.,• d "~� .� "M • / © 'd'Ak.e. ;"f'XfExY K spy%FFY "'x�Y�.'t'{ ££{yy�.��-� ' %��a's-•i �� -x ,d�•d'��'_. Y, sY a' Imo~ • f m . �r �-0tdy:]X. F gye i I ♦ - ll =:Y'� "� ,�E�x E--�:� • P .' � �� _ +ohs �► /� w R LUMM - � X��... ��"»'�E� 9F��.'�°`��,,�'.��qc. � r' x •,�u�x:�� y 1- . ilCi 'z"x-��:_, ��xrz�" 'fix• .� ��. � � '� � '• M, �exxx xxXx�xx'ise r / r- � �YNx'Y^.'•4 �fY�.`Y��4j�Y��Sy'�YXX�Se�T�x 1ST)- T % � r � • ; . ' .'I �:S' �&[��:Y.`,%Yr f3f l�i"£C �� A��yx kx�T r� �•� ..�i wr. l _ I I R ''x�-�h'.�. h„X xxx.c;::ska d R a i' �•, .+ 1 \� � ,' $��7 PROJECT AGAWAM xxyyx �•�r f9• ad Y' %'+.kYxx:lKwk f{ , 1 HOWNG AUTHOFM ROADWAY mi BAR ,•]i Y' ' E.h Y` � - Y.kxy 1.p�YYk kkkX:'k..X X'LS:R:u.+. Ak�� •�/- \�l� _- m � e''� � . �. EERY., # xMiEY.yp}}y�tt"kx.�t�k[,k•:N��(t# �E�(�pXzzx• p� �1^ .$}Jj�q��y�l, ,}£]�'�1��{yGy((}r F < �'{. 'e •- ' .�• `zm. H:f %8#Ylx.X•:.kHk'K�,Ya3.X dxk% �#; "'u'N j��7a{.,�"-M ` � �Sr K a .ex X• r a EC'.�-. a x�XYxx•/�Yx�.:�y r.'.2>y�y �ty�k,�i(e�C## ""rr,� j ♦ :Y�Y&if`i�'Af- �'x 'y j E. h�k#Y.1(;iG'c%." �%Y'XeC%X%�%%�'Y3c'% . %`• �s � 'l�v' 'X fY x�Snl ^+f� VYx ��tt��Yx��XwxX%%MX'l. KS:SY� y� q{�y�y. ♦ Y n iZ{ HI � xsck. S:aX �¢ YkS; X�d ?�^;J?3j r y+r61 m �Cx K• ��x � Jt JV X�i[OxG+� HXZY Y %k �aI[[gg.Q3�pDE-51!2NATION. TEXT: MUTGO CODEp�g� PARMG if MEAOHANDIGAP X , © +• E♦ S © �w ONE HAY -b DO NOT ENTER R5-1 0 AGAWAK MA -MO ViAY TRAFFIC, N(5-3 x tr OAHEADI F 1 ` J�� _E I ' ff:4tr � x • �� ' Ifr 0 SITE 0 LAYOUT PLAN HANDICAP y - v. •R FOOTRIVERFRONT l H x O L•y�w � .`.- �I x>Ixftkx'"'aw.e'�x't�''e.�•Xx � �*","�TyFy x % aGtat.S k#k: x�iih: ` ��' a£xx�%3•xxz: as.;�_ �,�'rcxxi d .z�E�%• r�x.x y. :. 3w a�z<_xf kz'�`�x:�.s` .:-'r3F:i'�'w� X h �E '3: V �% %•.c%N�yxR � x�1 F��%>�Y X K�T:%%iYA xt'-•ci.A.FJ�S� 1Sx � YHX'd%� �§?•%- xR�(^ K%'Aa•+�£' E`. �� Ir F •I Ill 1 t•'fit / I ' r— ♦' � � �- ' ► i' i I � E ♦ E 1 I UTILITY I'l07ES; GEORGE a JMA DEED BOOK 9590 PAGE 409 ETTE SCHMIDT N o TRUSTEES OF GEORGE SCHMIDT MARK A. dt ANY d SCHMIDT DEW 800K 11410 PACE 481 O N/P ° TAX MAP K8 BLOCK } LOT 13 � TAX MAP K8 BLOCK} LOT 12 Ft. REFER TO DRAWING C.2 FOR ADDITIONAL GENERAL NOTES. PHILLIP J. &PAULA M.PRESTON T c Cx DEED BOOK 9496 PAGE 418 61411 2. TOWN 5TANDARD5 SHOULD BE FOLLOWED FOR SITE UTILITIES. DETAILS AS SHOWN IN GENERAL REFLECT TOWN DRAINACE STRUCTURE l TAX MAP KS BLOCK } LOT}5 V) ° STANDARDS. SHOULD THERE BE ANY LOCATIONS WHERE THESE STANDARDS CANNOT BE ADHERED TO DUE TO SITE WESTERN MINA 5 PROPERTY " I a CONDITIONS, THE CONTRACTOR SHALL, NOTIFY THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION. SCHEDULE DEAD BOOK 14�310PACE 5s7 F 4 5. UTILITY SERVICES TO EXISTING FACILITIES SHALL BE MAINTAINED AT ALL TIMES DURING NEW CONSTRUCTION. rAx MAP K8 BLOCK J LOT fs I � �►....�•►� O GB #1 7 412 ` 4. ALL NEW DRAINPIPE TO BE 1-116H DEN51TY POLYETHYLENE PIPE, UNLE55 NOTED OTHERWISE. RIM=488.2 ...E OAH INV. OUT=4842 ""' 4f rn � 5. REPLACE WITH NEW CATCH BASIN WITH DEEP SUMP AND PvG TEE (SEE SITE DETAILS). EXISTING INLET ANT OUTLET SEE. 1 ++ ELEVATIONS TO REMAIN. DMH #1 NOTE 5 w (" 5CH.80 PVC, 15GH.80 PVC, RIM=486.It z DIRECT + #lOG , D� + 86 AN 6. ALL WATER PIPE TO BE DOUBLE CEMENT LINED, BITUMINOUS COATED, DUCTILE IRON PIPE WITH PUSH ON JOINTS, CLASS INV. IN (E)=484.0 52 OR GREATER, UNLESS NOTED OTHERWISE. FURNISH, INSTALL, TEST, P15INFECT AND FLUSH WATER DISTRIBUTION INV, IN. (NE)=4852f (EXIST,) SEE ENLARGED fe#fI _ FIRE E � � ARp-IiTEC7�5 SYSTEM AND APPURTENANCES WHICH CONFORM IN ALL RESPECTS WITH MUNICIPAL REQUIREMENTS. CONFORM TO THE INV. OUT=483 2t (EXISTS PART PLAN w w ETl61NEER5 LINES INDICATED ON THE DRAWIN65 AND PROVIDE A MINIMUM COVER OF 5 FEET. 1. AD.IU5T ALL CASTINGS AND UTILITY STRUCTURES TO REMAIN WITHIN THE LIMITS OF WORK TO THE NEW FIN15H GRADES, m Own - g� c ""`E� �am 6 OAH INTERIOR 13ES16NERS UNLESS NOTED OTHERWISE. I+ +✓} .r\ VISA TI x N� £ / PROJECT MANASEMENT 8. FOR EACH DRAIN MANHOLE, PROVIDE A MANHOLE FRAME (202.1.0) AND COVER (202.8.0) BEARING THE LEGEND "DRAIN". w "- w T1RY, CONTRACTOR. m 4313 M R MAIN STEET DED BURY, q. SITE LIGHTING INCLUDING POLE PROVI BY ELECTRICAL CONTRACTOR. LIGHT POLE BASES PROVIDED BY SITE YIA LOCK/ #BU ASAWAM• NIA 01[3C31 PHOTOGEL.L s � . ";. 10. ALL ELECTRICAL CONDUITS (WITH PULL STRINGS), PROVIDED BY ELECTRICAL CONTRACTOR, TO BE BURIED A MINIMUM 1w I" rJGH�PyG JY<<, TEL a 413. 785. 9600 or *G" F31=L*N rmict 1 Gt�l.C� �'mp omnv T7 IN Gr".1�. 'J'f=14r-NINE ANP P AZ-Kr-ILL 6Y GITZ 40MMA CT0A. /,- 1� '~ 0A L'�� r DIRI=--T am; ' FAX r 41 3, 785. 81599 OAH 3416 + #e6 It. ELECTRICAL CONTRACTOR TO PROVIDE CONTINUOUS METAL SWEEPS AT ALL UTILITY BENDS. 1" 5CHZO PVC, ' STAMP: ,t"1� � s DIRECT HIfRY, ,� PPS PANEL 5GHEDULE 3 PHA5E 4 WIRE 120/ 208 \/OLT5- 60 HZ SILTFENGE ' + ' ,� WhIAYBALES� � � ;p. � OF ha Pole LO AD BREAKER LOAD Pole Ar/ * �� ° x ° G DIRECT 81 ZY 0A5 °,.� #° RICHAR No. DESCRIPTION FEEDER A B G POLE FRAME TRIP A B G FEEDER DESGRIPTION No. ��x DIRpa + W , 8 T. MISIAS VIL I SITE LIGHTING I"G, 3-#6 + #8G q00 20A/2P 2OA/2P q75 l"G, 3-#6 + #8G SITE LIGHTING 2 I �=-�x K `� := �' No. 3697 3 - q00 -- __ c115 4 • OAHs r: 5 SPARE 2OA/2P 2OA/IP SPARE 6 I oA5 �S �' OAH ® «„ -1 -- -- 20AAP SPARE S / s �' `I" 5GH.80 PVC, DIRECT BURY, !SPARE 20A/IP 2OA/IP SPARE 10 1 x s F.-1 ��s 348 + #10& '. a I SPACE SPACE 12 1` 5GH.80 PVC, e <: .•-,t:,�i DIRECT BURY, IN DIRECT G 3 w y f f;r SCALE 1■=30, TOTAL QOO q00 O Q-75 9T5 O 5-#0 + #IOC DIRECT#g�� ,� 4 w f ICI• I F E 51ZE MAINS 60A TYPE NQOD / i w 1" r8O PYG - f / y w '.f` PROJ. NO: 08-2046 TOTAL WATTS 3-750 MAIN BKR. MLA. FEEDER5 1-1/4"G, 4-#4 + #86 O `� DIRECT J Y= w:t +v 8 +#1D6 1 °''' '; y DRAWL JS/RTM 9 w�1,aGifbO PYG y fir, TOTAL AMPS 10 LOCATION MAINT. BLDG. A.I.G. OAO f r O x D 6 FED FROM EX. PNL MOUNTED SURFACE OA3 SEE N DI ?I I3 ,�, NOTE 5 OA5 34VO + #86 w ° CHECKED: RTM/DEG Ole BAY5EPARATOR SA A�, OA3 �;' r f �� 3 DATE 01/23/09 FULL TREATMENT w J SYSTEM(PLACE •i 1` SCH.60 PVC, w ' IN-LINE WITH EX15T. ° r f DIRECT BURY, ° OAS s'w�a� w t po ° ,y; r S. FILE NAME: \CIVIL.\DWG\C.3 PIPE AND REPLACE I" 5GH.80 PING + PIPE A5 NEEDED) DIRECT BURY, w T2, w 7;�H y REV: L I&HT I NG FIXTURE 5CHEDULE ° 35 + #86 � � ` E ` E E REV: If TYPE MFR. CATALOG NO. LAMPS MOUNTING w VOLTS REMARKS 1i sr `sr "-- � ! .yam; r sr ANTIQUE TRADITIONAL LANTERN FIXTURE, TEXTURED BLACK POLYESTER POWDER REMOVE CATCH BASIN FRAME AND GRATE AND REPLACE WITH DRAIN �`I" SGH.SO P>tG OA3 STREET LAMP KW35 1505 MOG AG5 GR3 205 ANBK I-i50 HP5 P05T 208 CHAT FINISH, CLEAR SMOOTH ACRYLIC LENS, TYPE 3 DISTRIBUTION GLA55 MANHOLE FRAME AND C47A R w DIRECT BURY, =;I fr ° I ." f PROJECT TITLE: OR 4 CENTURY OAK SERIES POLE CLEAR OUTDOOR REFRACTOR MOUNTING HEIGHT I4'-6" TO BOTTOM OF FIXTURE ON 4" ROUND OA5 (ADJUST COVER TO FINISH GRADS 546 + #8G APPROVED PX C012 XX F4 ANBK FLUTED POLE, SEE LIGHTING FIXTURE NOTES. In PVC, • J EQUAL DI BURY, e 340 +#10G 15GH180 PVC, �� DIRECT BURY, w w s ANTIQUE TRADITIONAL LANTERN FIXTURE, TEXTURED BLACK POLYESTER POWDER 346 + #8G musm OAH CLEAR SMOOTH ACRYLIC, LENS STREET LAMP KW35 1505 MOG AG5 GR3 208 ANBK HS I-150 HP5 P05T 2O8 GOAT FINISH, TYPE 3 DISTRIBUTION.61-A55OR 4 CENTURY OAK SERIES POLE CLEAR OUTDOOR REFRACTOR,HOUSE 51DE SHIELD, MOUNTING HEIGHT 14'-6" TO BOTTOM OF ■ v ` •` '"` 3;< AUrHIORffY 12 0 PIPE ® 5=2.OA5 m '' APPROVED PX G012 XX F4 ANBK FIXTURE ON 4" ROUND FLUTED POLY, SEE LIGI-ITING FIXTURE NOTES. w DMH #I° E CATCH BASIN O 3 } ` F EQUAL I s �Pi G5 ° I SCHW PvG f i , �' DI ROADWAY P � $ DIRECT BURY, w ANTIQUE TRADITIONAL LANTERN FIXTURE, TEXTURED BLACK POLYESTER POWDER PPE � ° �, 3416 + #86 Q :;� ' �;: � PARKING OAS STREET LAMP KW35 1505 MOO AG5 GR5 205 AN13K 1-150 HP5 P05T 205 GOAT FINISH,CLEAR SMOOTH ACRYLIC, LENS, TYPE 5 015TRIBUTION 6LA55 ° £ s r t OA3' L, OR 4 CENTURY OAK 5ERIE5 POLE CLEAR OUTDOOR REFRACTOR, MOUNTING HEIGHT 141-611 TO BOTTOM OF FIXTURE ON 4" ROUND w� OAS RE DESlG V APPROVED PX G012 XX F4 AN5K FLUTED POLE, SEE LIGHTING FIXTURE NOTES. R w OAH RELOCATED OAH EQUAL I FIR!~ HifDWARIT 11 5GHb0 PVC, ° J �i -�;:°' `} �, 1 MEADOW BROOK MANOR LIGHTING FIXTURE NOTES D3' f °� `:: N AGAWAK M A f.. 1. ALL LIGHTING FIXTURES 5HALL BE EQUIPPED WITH ENERGY SAVING TYPE I-I/4"G,444 + #86 o + .. LAMP5 AND BALLASTS. DRAW �a 2. HP5 LAMPS SHALL 5E BASED ON THE QUALITY AND RATING A5 EXIST. NEW w "' "r "'::;: A ! ,° 4 MANUFACTURED BY VENTURE LIGHTING "ENERGY MASTER" SERIES PNI- PNL I r ! I' SGFIho PVC, I 1 1 ° r � L _ t� G Sly E5 RED �y��/ j 'r•. '�S�Oi� Llc7["ITiNG. "1=N��7Y MASTER` JL.I�ILJ 4000K. Ft��,ll � ° � D1fV_VT WI`1 1 ' $-#8 + #TOG ' 1 I. �' J 1 vSffE 3. ALL LIGHTING FIXTURE SUBSTITUTIONS SHALL PROVIDE PHOTOMETTRIE5 AND NEYH ,� OAH �w '. TG ILLUMINATION LEVELS EQUAL TO SPECIFIED LIGHTING FIXTURES. 6OAl3P , 3 j w °/ ( + ) 1 4. ALL LIGHTING FIXTURE SUB5`nTUTION5 SHALL PROVIDE A1r5THETIG APPEARANCE EAZ MA1NT. ELM EQUAL TO SPECIFIED LIGHTING FIXTURES IN THE OPINION OF THE ARCHITECT. FLOOR TIMEGLOGK ► PLAIN 5. ALL LIGHTING Y�IE FIXTURES SHALL QUALIFY FOR UTILITY POR GOMPANY'S GROUND ACCORDING T I" 5GH.80 PVC, OA5 HIGHE5T AVAILABLE REBATE. M.I=.G. ARTICLE 250 OAH w DIRECT BURY, 6. ALL COLOR SELECTIONS BY ARCHITECT,UNLESS NOTED OTHERYVlSE(UNO). 1 i'ONER RISER SCALE: NTS LEGEND t SYMBOL DESCRIPTION ♦ ° '; `�° <0 NEW POLE/ LIGHT FIXTURE ASSEMBLY, LETTER INDICATES TYPE SEE NOTES NEW POLE/ LIGHT FIXTURE ASSEMBLY, EXISTING XOOA 120/208V-10 0 LETTER INDICATES TYPE PANELBOARD, PROVIDE AND INSTALL PPs (1) 60A/3P GKT. BRKR. FOR HH NEW HANDHOLE PANELBOARD "PP5",VERIFY ,♦ OAH OAH � j/ ,.. .. f C MANUFACTURER/BRKR, TYPE IN FIELD z ♦ E E E ♦ jl t n NEW PHOTOCELL NI±W 4 POLE TIMECLOGK ♦♦ to 5GH.e30 PYG ► i �` / NEw T1MECLOCK GRAPHIC SC AU * oft DIRECT 70 D 15 JD ED 12D NEWMm Now New m Now a MEN + 1� {[gib• J r NEW PANELBOARD 1 20/20sV--30 s'T _ ............. -- z° I inch 30 IN te r ) x x �•� ____---- EXISTING PANELBOARD _ =�;., , yrr - ��wwrrl+�wwr��w�rwww�w.;w �wr�r•� Cm3 NEW 1'°U.G. SCH.80 PVC ENLARCGED PART PLAN 51 TE UTILITY AND L I CGHTI NG PLAN DIRECT BURY 3-#6 + #8G SCALE: 1/4"=V-0" SCALE: 1"=30' VESTERN MASS PROPERr•Y I I 1 RYIOC IWET f:oo — l I _ _ _ _ _ _ PEED sooK 14310 PAGE 587 TAX MAP!C8 BLOCK J L07 t8 1 ° �r 494— BUFFER ZONE • } I ° — 3 w r4J4 �,..._, — — — ,. ..._. 1 —493— — \ .49 ti _ ._ -- a_ - -492- -as3 r- ----- _ - -492- -- / 2,- — — — -- ^^491- s _ _ r : __ — —491— / / / + r rw + ` �-..�491- r -,_ _• - f- 0 491, -- —.48D-+. � / / / /' — -- 489— — - "48 -.- �� I �- — = - _ —48 f3fl-J / -- WA-2 I c t 8 /� ® lT '— — •- q88 f I/ / — Id ENE /200-FOOT CHI-2 J j wA-3 RIVFRFRO I00-FOOT r AREA,, RIVERFR 'NT lj } i 1 � � // ~ •_ \` a `\ r 1 \ 1 AREA +* ^,....� ,� ® J ti 1 - \ MASONRY \ CHI-3 NRY j `\ I I / \ `1 / 1HU LD1N6 \ 1 1 ARCHI I EE Ir�1 '� } I 1 / � !� r � ✓ fry=aao.2f � { � � � j 4 j W A 5!\1 III }} lIM2440'`'"s° 'A erg / • I ° 1 1 E1VEwm�S 1 III ' I rt 1 11 1 1N•)€MOR DESiENERS CHI-4 j f lI f f t PRCUECT 2-WORY MASONRY BUII.DIN6 \ `:< 430 MAIN S1FtEE-I'� ' r WA-7` j I �� i 1 / �f~ INTAIN EX515TING li 0 \ s; i ' AEMawaM. MA a 1 DD 1 IM ELEVATION5 AS 1 f Ar POINTS f zs \ I r TE- : �413. 7BE:.96DD 1 } j ;M= \ CHI-s 1 ; / f \ I FAX.-413. 785. 8699 ac x / i L/ A�5 1 I � � STAMP. r !1 I 1 t !1 f W�A` x 0 ( 0 °1 I• � I� � ff�E=48gb) \ I y 1< `. �e En a 9 ® ~{4.r• } _ I CIVIL ��. I � / / � �,s8o_ // F• r T. MISIASZEK ro. 36976 GB RIM } I r � i 9--� # <�'' .�• f � f 1 �' - O�� 4 I SCALE 1"=30' V �CHI-8 RAISE G47VER5 TO • I I ° / ," ~ _ PRO-. NO: 08•-2046 FINISHED GRADE I f \ I I 4886 — / r / Y ~ ✓ cl DRAWL RTM Q r 12' I / 1 ` i • :tr.�.:• , CHECKED: DCG 6 CHI-10 j ` $ I • I O I I # + 0 o s s \ Y r DATE 01/23/09 ' } { I-STOrrr / I ' \�� • :;,' o FILE NAME: \CIVIL\C.4 1 1 MA50MY WILDING �/ ` :� M=4gOO) 1 / \ y "f'3 REV' IFCM-11 1 / // \/ :tom, ►• ;. . E BORDERINb J 1\ 1 t 1 I / \ t VEGETATED 1 l I 1 l / / "` o; i?{, REV: 1 WETLAND LINE ; (tvrla I t '� / • / 489, l 1 1 r ` D PROJECT Tn1 E: ` PA DMH RIM �`j aw l 4 . f f Dt y + 'I: A DMH R 1 —488.51 • � , �t�1��. � B R - 8.2 e � ~� � :>-' # i �r � f r� `l ��--'��`.:�`.:� AGAWAM XF .4; wr :� : r HOUSING HOUS GYfI•-t4 �1 1 \ O •..� I ;f" •#• ••i,'r AUTHORITY '� \ \`. ;k _°� o €� ROADWAY "� _k o PARKING • �Ht_Ib \\\ \1 \ •I <4 # RE—DESIGN WFA\ ) 1 :. • } jar ` ° CID I • , MEADOW BROOK MANOR CHI-if p % r ..t• `';„ -.` AGAWAK MA p MA<ONRY I11ILDIN6 ( 4e,$) c / 2-STORY f} n ' • `� WFa I I�•5 1 � �131A1.j 1N6 °� } �� / s.<` 1,�• / / I � rn 1 \ ♦ XT ° DRAVOft SITE �� \\ 1 . O A�2 )\ 1 • r€ _ I I t I GRADING PLIM _.: ! DRAINA&E 1 { 5WALE / I Gil-s � ` W1F711� \ ` \ \ # CM-19 CH2-7 GB RIM=4855 F 2-STORY :.,'•..' �/ r / , MASONRY 9u11DING CH2•-6 / • A\ ` 100-FOOTPETLA NOTESt CHI 20 4lxA-24�J//',I BUFFERNDO CHI-21 \ ` aa� v;. • / I} f /' j h\ � �� DEED I3...T IBW� PACE B8 I. REFER TO DRAWINb G.2 FOR ADDITIONAL bI=N)~RAL NOT�a. `+�"2-s ►�FA�v ♦ 11 -� `-- — � � i r" -'" �i'// /�-� \ 1 j 1 jpl ! 1 \; ♦ . / TAX MAP Ks BLOCK r LOT 4 2• ADJU5T ALL GA5TIN65 AND UTILITY 5TRUCTUR-5 TO REMAIN (WITHIN THE \ \ ♦ \ 1 �� %� _J � /[ r 1 ! J � LIMITS OF WORD TO THE NEW FINI5H bRADF-,UNLE55 NOTED OTHERAI5E. \ ♦ !`I ! 57REAM MEAN C141-22 .�4 \ �\ 'a ` . Soo, 3. ANNUAL HIGH x fA �\ \ a�. 1 �,r r'� — �'4as� s ti t . :'x' f r STABILIZATION AO ALL SLOPES GRI=ATER THAN 5:1 MAY REQUIRIn WATER LINE j ` �,.,� ..� ~ -- •,'; PLACEMENT OF COCONUT FABRIC UNTIL 1/EGETATION HAS B�T1 •• y,�-,,.,, ..- .� : •• ~ ._ �, ��;' :•. CHI-23 ```4s4-- —"" _ ..• -9t � —�/ ----- ~ ESTABLISHED. CONTRACTOR SHALL PROVIDE SUCH STABILIZATION, OR \ , � J ~ APPROVED )~QUAI IF REQUIRED. �WA ?� 1 WFA-29 WFA-30 '" WA 21-� ��A'1L13 x�^-x �! rr•rr •r CH2-2 100-FOOT ` 1 -- — —4s1- � !r -I CHI-25de--, H2-1 RIVERFRONT a �♦ _ _ = rr + ` AREA � rr�:rti.r�•+rr..*r WFA-1O5 ` 2�0-F0&,rrr�r ' RIVERFRONT } \1 I ..�wrrr �rrwrr��rr��'+ ` 1 � SHEET.'TSHEET.'% AREA } GRAPHIC SCALE z 56ALE 111=301 cIND Cm4 1 inch = 30 tL O ol� FRAME AND COVER TO BE LEBAERON LK-IIOA ALUMINUM MANHOLE STEP OR APPROVED EQUAL. COVER TO BE RA15ED DROP FRONT DE516N DIAMOND SURFACE DESIGN AND LABELI=D !„GAR T°R CIRCLE CAST IN WALL "DRAIN" IN 3" HIGH LETTERS O -- 5"MIN. EDGE OF PAVEMENT ` 24"t I" ; BRIGK5 MAY BE USED FOR GRADE ADJUSTMENT5 DIAMETER AR FRAME TO BE 5ET IN FULL BED OF MORTAR m $ 8"MIN •„ : y \ 4" E YELLOW- = PAINTED LINES 2" 1E� � AREii[ECTS EE JOINT DETAILS � . G' MORTAR ALL JOINTS `p 0• Q ENF1NEERS '--,5"MIN. 1"MIN. p o IMERIOR D1ESlTatVEERS T ` b-{T" 4,9 t 1"DIAMETER MIN. 0.12 50. IN. STEEL PER VERTICAL 4 EPRDJECT FOOT. PLACED ACCORDING TO ` AA5HTO DE5I6NATION Mfgg „ 43D MAIN STREET• 5 MIN.-�- -� �/ I - #3 BAR AROUND OPENIN65 FOR PIPES 1112 MIN.I" COVER 2 A6AWAM. MA []1 C]©1 IS" DIAMETER AND OVER FLOOR OF STRUCTURE TO d? TEL:413. 766. 960C1 SEAL PIPE CONNECTIONS BE HEADERS LAID FLAT N FAX : 413. 785. BESS m N 5'-0n I1,„ STAMP BRICK CHIPS AND MORTAR OR CEMENT GONGRETE GLA55 "A" (IF HAND MIXED !„CLEAR $�On lot ON 10'-O" PROVIDE "V" OPENINGS 5EELATEST 5PEGIFIGATION5) 08'-0"FOR VAW I INVERTED ARCH WITH NOTE: HANDICAP 5YM130L PAINT SHALL CONFORM PIPE OPENINGS TO BE BRICKS LAID ON EDGE HANDICAP 5TALL 7YPIGAL 5TALl. � RICtiARD CAST !N Ri TEON TO STRIPING PAINT AS SPEGEFIF..D. oa PRE 5ER 5EG 21 T. MC VILz � Na. 9SS q e• I TYP I GAL DRAIN MANHOLE 2 MANHOLE JOINT DETA I L5 3 HAND I GAP 5TALL r4""'N . HAN I GAP 5YMBOL G 3 N. I F- 5GAL.E: N T5. 56ALE: N T.S. G.2 T.S. 5GAL.E: N T5. SCALE AS SHOWN PROD. Na 08--2046 .s' 4 - 4" DRAWL RTM/JS A CHECKED: DCG/RTM TIE RODS 4 LOOPS AS REQUIRED (HYDRANT SHO LAWN OR PAVEMENT DATE 01/23/09 WED} (5EE 51TE PLAN) SEE NOTE #3 0 0 2=2 3/8" 2=2 3/8" 2" 2" F�E NAME: \C!V[L\C.5 00 0 0 0 2" Z" IO 3/i'6" 10" 10 �i(6" 10" , REV: .. 000 0 n e 00 0 . 000 O O 0 O IF• 0 0 \ \ ' i( ' ' REV: WARNING TAPE (PLACEa: : , e •. WRAP-AROUND 5-1 EEL w WITHIN I S" OF BOTTOM RESTRAINING LOGE'S - / v 4.: \ ' OF PAVEMENT OR FIN15H n... a a. EXTEND INTO BANK ry- y GRADE OF LAWN} Z'-3 3/4" !'-0" 8 13/I6" A s: BRACE OR BATTER TRENCH WALLS A5 1'-O" 2'-13/8" 8" L NOTE: ALL, CATCH BA51N TOP5 ART; PROJECT TITLE: REQUIRED FOR SECTION A - ATO BE LAID LEVEL.STABILITY USED WITH GRANITE OR CONCRETE CURB v MAXIMUM TRENCH WIDTH B PLAN AGAWAM AT TOP OF PIPE=O.D.}2 Z„ 2" IO �/(b" 10" IO /(b" 10" ¢ HOUSM PIPE A5 PER PLAN 1" ° AUTHORMTY NOTES: �� SEE SPEC FOR o --`- "' --�-"~•-^- \ GLA55IFiGATION A A 1. REF7UGER I. THRUST BLOCKS ARE TO BE OF 3,000 P51 ROADWAY MIN. CONCRETE OR OTHER APPROVED MEANS, PLAN VIEW FRICTION CLAMPS WITH OF SUFFICIENT SIDE AS APPROVED AND P SHALL EXTEND TO UND15TLRBED SUITABLE CONCRETE TO BANK INITIAL BAGKFILL NOTE TYPE "A„ C�RATI= MATERIAL. /`//` 7 I3/ib" RISERS DES / BEDDING, HAUNGHIN6 AND INITIAL 1'-O" Z-13/8" 8" /� P.V.G. TEE OR 2. CONCRETE 15 TO BE KEPT CLEAR OF ALL ,�, _ BAGKFILL SHALL BIw NUT5, BOLT5, FLANGES 8 JOINTS. D 5AND/6RAVEL WITH 100g6 USED WITH BIT. GONG. CURB $" P ROVED " �W �Q PA551NG A 1 SIEVE COMPACTED 5 3. KEEP THRUST BLOCKS SEPARATED 13Y A MIN. HAUNGHING 4 TO g5% (MIN) PROCTOR DENSITY, TOP VIEW 5EGTION B - B A©AWA14 MA OF 611. "'" - AASHTO T-gg OR CRUSHED NOTE: TYPE; "G" CATCH BA51N E,IO�: ALL CATCH BASIN TOPS ARE z STONE. SEE SPEC TO BE LAID LEVEL. O BEDDEN6 � -- \\� � DESIGN NOTES: Q SUMP 4 x PIPE= DIA. OR 48" FOR DRAW�VG: I. CONCRETE 4000 P.5.1. , 28 DAYS. PIPES 18" OR LE55' .' WR ND AP-AROU STEEL COMPACTED SUE36RADE 2. REINFORCEMENT, #4 RR BAR ,45E is. RE5TRAININC7 LOOPS IN M"ATION VIA . OR UW15TURBED 3. MADE TO STATE AND TONN SPECIFICATIONS.HT " CONCRETE KEYED TO MATERIAL 4. NEie , APPROX.. SITE 1100 LE35. ,f 3 - O ".:. BANK. RESTRAINED GATE BEND SHOWN. 4'- 4"r. _ DETALS 5 THRUST K66K DETA 115 6 TYP 1 GAL TRENCH DETAIL 7 CATCH E3A51 N TOP DETAIL 5 CATCH BAS I N 5GAL.E: N.T.S. 56ALE: N T.S. 5GAL.E: N.T.5. � G33 5GALE: N15. ASPHALT PAVEMENT 1-1/2" GLASS I BIT. GONG. SEE DETAIL PAVEMENT TOP COURSE TYPE 1-1 q„ FEN. GRADE CONCRETE COLLAR PLACE" � HYDRANT 5EE 5PEG 2" CLASS 1 BIT. GONG. PAVEMENT OR 6RA55 AROUND VALVE BOX C G BINDER COURSE TYPE I-I PRIOR TO FIN15H PAVING. N \,� 5E E GONG GOLLAR ouv DETAILS A �� A ° °° 00 b" COMPACTEDo° CURB PLAN FIN. GRADE - PAVEMENT ASPHALT IT. GONG. TOP 6RAVEL BASE ° COMPACTED 6RAVEL TAR PAPI=R BIT. GONG. TOP PLAN GOUR5E OOP `D ARSE 6" COMPACTED 5AND ° 0 0 VALVE BOX Box z ,. '.,•;;' „ M �° AND GRAIEL SUBBAoa�fl 00 noo 0oO PLACE 1/2" G.Y. MIN. q 5E ENA5HED OR BROKEN q' �\ a \ 6* VALVETYT0 JOINT °' t. STONE AROUND \/\ 0 HYDRANT DRAIN SECTION G-G SECTION A-A COMPACTED SIIB6RADE OR \/Z/IN, \ ©O �� 0 . ' = GATES MANHOLES UNDISTURBED MATERIAL No NOTE: WHEN HYDRANT 15 1. APPLY NEW PAVEMENT OVER EX15TING BASE MATERIAL COMPACTED PER j\\ O SET: ON THE END OF THE LINE MEGA-LUG MEGA-LUG WHERE WORKING SPACE THE SPECIFICATIONS. "MEGA-LUG RESTRAINT" RESTRAINT RESTRAINT f5 LIMITED, AND NOTE: CONCRETE COLLARS ARE NOT REQUIRED FOR REQUIRED R PIPE UNTIL APPROVED BY DP A., TYPE "G" OR "GL" PRECAST CATCH BA51N5 2. TH15 DETAIL APPLIES IN AREAS WHERE No PAVEMENT PREVIOUSLY EXISTED, i.//ice/�/i./i�/i./i /i./i./i�/�./i✓i./i. 21' O" OF PIPE ARE HYDRANT TEE 6" D.I. NIPPLE M.J. SHOE WITH RETAINER CHANGE IN ELEVATION REQUIRES ADDITIONAL. BASF MATERIAL. OR RESTRAINED (PRIOR TOPE '� PE 6LAND5 TO BE USED HE UNSUITABLE EXISTING BASE MATERIAL WA5 FOUND. REDUCER). Co5 rdl-N\ HYDRANT DETAIL I O CONCRETE COLLAR DETAIL I f �I TUM I NOUS PAVEMENT S�GTI ON 12 SBITUMINOUS ,DEfi�M G.3 SCALE: N.T.S. SCALE: N.T.S. G.2 5GAL.E: N.T5. G.2 SCALE: N.TS. O004: TYPICAL. 2"x2" NOM. HANDHOLE 7 POLE GONERS AND ANCHOR HARDWOOD POSTS BOLTS 8`t O.G. (ALIGNMENT AND 517.E 5EE 5PEGIFIGATION FOR PER POLE MANUFAGTURER) GROUND LUG INSIDE OF POST � LIGHT FIXTUREFILTER FABRIC (MIRAFI DRAINAGE STRUCTURE NON-SHRINK GROUT ENVIROFENGE OR EQUAL) TYPICAL 2"x2" NOM. ` —"� ATTACHED TO P05T5 x3' LONG STAKES PER MANUFACTURER'S (RUBBER FINISH) -.-- � � (2) PER BALE HAS ALES BILETTEI7 - b" IN ORA% AREA, 3/4" CHAMFER (TYP) REQUIREMENTS � IN PAVED AREAS 14'-b" TYPICAL FILTER FABRIC --- HAYBALE „ a ry HAYBALES 2" x 2" x 2'-6" MIN. STAKE ll 1f FIXTURE HEIGHT I'-b" DIAMETER CONCRETE ABOVE FINI5HED COORDINATE POLE HEIGHT WITH "� /` BUTT TIGHTLY ® ® 2 PER BALE MIN. ;fl BASE CRAVE BASE HEIGHT FOR REQUIRED TOGETHER 0 0 ARCH]I El- `�4 1" 50H.50 PVC, DIRECT BURY FIXTURE HEIGHT FLOW -----�- � 30" BELOW GRADE (MINIMUM). FLOW- ® ® ENGINEERS III: . 4 #5 RE-BARS. ALUMINUM POLE STAKE . /-, ® ® INTERIOR DE516NER5 /i � /�.1/. _ \\`j��\�` . • . . . . ® ® ® � - � � PROJECT ACCESS PANFJ. `'fI�'' _ :•I�. UNDISTURBED OR COMPACTED r � '• A° EARTH -.— If " GOLYERS LIGHT POLE BASE BY G.G. • r Q UNDISTURBED . #3 TIES AT l2 O.G. I t MATERIAL °U', �. '. . '�'. FIN. GOORD. w/DIN. 16 WOOD P05T ` ` ` ' 430 MAW STREET GRADE u . BURY BOTTOM EDG r i j --� OF FABRIC b" MIN v � 5CYl.8o PVC, � WIRING i = ,�6AwAM. MA 01001 u rr NOTE: 1111 Rill. I 6 MIN. TIEEL : 413. 785. 9500 I• REINFORCING PER ASTM AbIS GRADE 40 OR b0. �� CONCRETE BASE lv 1-6'7�71N. 2. ALL GROUND LEADS MUST BE CONNECTED TO 4 � N I FAX:413. 786. 8599 NOTE: LIGHT FIXTURE AND POLE BY ELECTRICAL CONTRACTOR. 5EGT1 Old sTAN�: I L I C 14T POLE BA5E DETAIL 2 L I GI4T POLE DETAIL 5 51 LTFENCE WI TIC HAYf3ALES (�6.24 INLET PROTECTION � �o� RiCFtARn yN G.2 SCALE: NTS. ��-22SCALE: N.TS. G.2 5GALE: N.T.S. SCALE: N.TS: T. Mclsz H No. 76 10'-0"HAX. /0'-0"MAX DOUBLE 5W1NG GATE `p - ff FABRIC No. cl GA. (Sa PLAN FOR SITE) SCALE: AS SHOWN �1 3 (PTERMINAL 2 MESH FABRIC No. 4 GA. 2" MESH 15/8"4)TOP RAIL PROJ. NO: 08-2046 AND CORNER 15/8"OTOP RAIL TIES 0 2'-0" O.G. (MAX) P05T5 TIES 2'-O" O.G.(MAX) —255 p0•� o O o00a� 00°C�.0'004 ��Cod �O Dop• /7QOQAQ• v 'Oa,�Do�oOD DR AVM R M/JS S,c��e. ' o�oaf •g°ga��o.goa�` � �.00�,o��g�•a dog SAS •�g�? O o0 2"-3" COURSE AGGREGATE S?a 4 FABRIC No. cl GA. gop MIN. 6" THICK ON FILTER FABRIC 4©dDp 12' MIN. 4 Q_ # SEE GATE DETAILS r 2 MESH CHECKED: DCG RTM 01 (3" MIN. BELOW AND ABOVE EXISTING GRADE •C�°°D T WIRE ® �y BOTTOM 1= QcA4e o oeo�p opO.o e�bp QN � DATE: 01/23/09 (� d p Oo OD o OOD� O�e4' a 40�0�0 0000 O OQ dp a o de p• O Oe 4' O 'O•� e0 e •p f `' X °A ° �'?'O o $ oSog ��o�a $" °o oa e�'as e�� ° �g0 GROWN FILE NAME: \CIVIL\C.6 >L FIN. GR (�) #7 TENSION WIRE % FIN. GR. REV: 03104109 15/8"(p BRACE RAIL t• 2'VLINE P05T5 -�1 3"AGATE POSTS 3/8" TRUSS I: . •:1 , I: TIES !-O O.G. § [ a GATE P05T 4 4>C-7 P05T ROD ::.:: 3"AGATE P05T5 REV: TENSION WIRE Q i, 'ri Q ':I UP TO f2' GATE r I DIAGONAL O ! . _;i 4"OGATE POSTS "10' MIN. m � : 13/8" TRU55 ROD D1A60 m I.; j•: m r' l::l : m UP TO 12'-0" GATE :�=f a d t., j".a r: a GATE I (TYP. @ ALL BRAGE RAIL 8 TRU55 ROD 2500 P.S.1. GONG. 2500 P.S.1. 1 12'+ TO 20' � GATES r•° '{ TYP. ® C.CJRNER $ END POST I`. "I ) r= ' # GATE MIN. (TYPa 12" +GONG. ;:;�I 12'-0"+ TO 20'-0" GONG. I'-4" GONG.® 10"mGONG.• MIN. (TYP) I'-4'mcow—® II i'-4"mGONG.e� NOTE: P05T5 LINE POSTS CORNER POSTS POSTS CORNER P05T5 ALL ENTRANGE5 SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR PROJECT TRLE: FLOWING OF SEDIMENT ONTO PUBLIC RI6HT-OF-WAY5. TH15 MAY REQUIRE TOP DRESSING, REPAIR AND/OR GLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. AGAWAM HOUSNG CON5TRUT I ON ENTRANCE DETAIL 6 CHAIN LINK FENCE DETAIL ? CHAIN LINK FENCE GATE DETAIL AUTHORITY 5GALE: NTS. G2 SCALE: NTS. G2 5GALE: N.T5. ROADWAY /} PARKING 1'—V"MIN. pp�� CONTRACTION JOINT AT RE-DESrA FUSE NON-GORR051VE 3/8" 5'--0" ON CENTER BE HEEN MACHINE BOLTS WITH I WA5HER5, 2 PER SIGN I HANDICAPPED EXPANSIONJOI T5 � MEAoow Moac MAIHOR PAFIK�V(`:I TYPE ALUMINUM 4" CONCRETE 51DEKALK 51 AB L :�--ALUMINUM 516N PANEL 517E SIGN REINF. W/b'kb"-W2AxW2.cI W.W.F. EXPANSION JOINT V �� `SST AND CHANNEL HEIGHT 1/2" PRE-MOLDED JOINT 20'-O" ON CENTER AGAWAM, MA VARY FILLER 4 CAULKING 11 r = COLOR BLUE FIN. GRADE 1" _ a a GALVANI ZED STEEL U-5HAPED - '` — ' CHANNEL SIDE P05T 4 OF SIDEWALK WIDTH OF PAVING AS . . �� '�•'.� ` 5HOWN ON PLAN OOcA 0° o ,�pOo m SPECIALPLA11EREOUFED I" ° °�dJo o°ti °o°°G0°°°ao oo`ba° DRAw�ICx GONGRETE WASH GAP PAINTED UNAUMOFOEUVEiCLES moo° �o°o o° YELLOW WITH MATTE FIN15H �p�gP Y BE FEMOYM AT REFLEGTORIZED , — — — — — — — — — — — — WHITE p— D P. A . FIN.GRADE - PARKING LOT = �� _ I I=I f� � �I —� ��I I I— SITE k+ D —1 T I=1 f E-1 I I�I 11_-1 I lei I it " _ STOP W.W.F. AT JOINT FILLER DETALS 8 DIA. x 1/4 STEEL TUBE Q . C1 8 MIN. COMPACTED BOLLARD FILLED WITH GONG. OO dQ ' :_ GRAVEL BASE AND PAINTED YELLOW I $ 300 RNE C J L. D.P.W. BREAKAWAY \ \ \ \ � z 5ITE GRADE Posr \ \ I 11 SIDEWALK SECTION SURFACE of G.8 5GALE: N,T.5. PAVED AREA /\\ • . (;Z #:4 BARS,GnNTI Oo ca au. FINISH GRADE 000 0� z i 24 (P GONG. FOOTING ;.'V,.... <>'.;::° I1 ! r 114 EXTEND TO I/4 \ \ \ SLAB THIGKNE55 SEALANT 6" 6" 6.. 516N WITHIN LAWN AREA 516N WITHIN PAVED AREA PRE-MOLDd7 EXPANSION 114" a JOINT FILLER NOTE- L-..—J e.• :s� , a. y I. IF A SECONDARY 516N IS MOUNTED BELOW ANOTHER SIGN, THE MAJOR 516N N"OTE: SHALL BE INSTALLED AT LEAST B--FEET AND TYPE SECONDARY 516N AT LEAST THE WORDING "VAN ACCESSIBLE" SHALL BE ADDED TO THE 516N FOR SHEET:- SHALL 5-FEET ABOVE THE LEVEL OF PAVEMENT. TH05E HANDICAP 5TALL5 50 DESIGNATED. CONTRACTION JOINT EXPANSION JOINT 8 516N MOUNTING DETAIL a VIAND I CAP 516N 10 CONCRETE CURB 12 JOINT DETA I L Cm6 G.2 5GALE: N.T.5. G.2 SCALE: N.T.S. G.8 5GALE: NTS. 5GALE: N.T.S. N F GEORGTRUSTEES 8c r GEO GE SCHMID ■ NIP ° TRUSTEES OF GEORCE SC}lMlO7 MARK A. & AMY J. SCHMIDT i DEED ROOK 9590 PAGE 409 TAX MAP KS BLOCK 1 LOT 13 DEED BOOK 11420 PAGE 481 N/F TAX MAP K8 BLOCK 1 LOT 12 PHILLIP J.. & PAULA M. 9 PRESTON 40T WMECD I`I I DEED ROOK 9496 PAGE 418 2961411 S TAX MAP KS BLOCK 1 LOT 115 0 . MASSIF PROPERTYERWCES ° 14310 PACE 587 3 BLOCK f LOT 1640 R4 ■ WIN (FNO) AH z OAH OAH • ARCHITECTS OAH `d p �` # 0.25 ' ENE NEERS • iNTERIDR DESIENF�S +\+✓ W.H WAu1, \ • PRCIJECT f 0.25 5 t # 430 MAIN STREET f AEAWAM. MA 0100 1 o � c�\ TEL 413. 7BE. 9500 OA5 OAH FAX: 413. 785. 8699 \ + STAMP: k 0. -- OA5 # �� RICHARD X o T. MISIASZEK CIVIL x � Ho. OAH x � x � x � Xj © 0 1 0 OAH GRASS f { - SCALE 1"=30' BIT, WALK / PROJ. NO: 08-2046 OA3 DRAM is 0 0-7 CHECKED: RTM/DCG ■5 OA3 ° ° 2 DATE: 01/23/09 JOa�f v OA3 f FILE NAME: \C1V1L\DWG\C.7 REV: O REV: z o ,� 0.5 � o 4 OA5 PROJECT TITLE .25 AGAWAM HOUSM�. . ° .0, # AUTHORITY E � 1 ROADWAY e o PARKNG OAH OA5-� r 1'� RE—DESM { ,r NEAWW MW MANOR .25 - °0.5 # f # AGAWAK MA r DRAVVM I � f '# T"x4" H. DOOR OPENING FOR OAH ! 1 L.UGHTNG ANCHORAGE AND Y41RING �J1 CALCULA7 MN AGGE5§(3 FER PON) ' - - PLAN 1 ,5 _ O� A5 OAH r b" IN GRA55 k• ! .2 AREA, 30° IN PAVED AREAS L IGHT FI XTURE5 k/ SCALE: NTS # y .2 LIGHTING "'FIM SCHEDULE S l TYPE mm CATAL06 NO. LAMPS p"wlig VOLTS REMARY.S I ANTIQUE: TRADITIONAL LANTERN FIXIIFZE,TEXTURW BLACK POLYESTER POYCIER OAH rOAH OA3 STREET LAMP KPO51509 MO&AC5 60 205 ANOK 1-150 HPS POST 208 GOAT FINISH,CLEAR SMOOTH ACRYLIC LENS,TYPE 5 DISTRIBUTION 6LA69 OR d GENUURY OAK SERIES POLE CLEAR OUTDOOR, REFRACTOR,MOUNTING HEICW 14"1 TO BOTTOM OF FIXTURE ON 4'ROUND = APPROVED PX 0012 XX F4 ANSK FI.nW POLE,SEE LIGHTING FIXTURE NOTES. i k 1 EQUAL .5 k Ar ■5 ANTIQUE: TRADITIONAL LANTERN FIXnh;M,TEXTURED BLACK POLYESTER POWDER GRAPHIC SCALE x , ',=' � .�� x — r BEREFT: OAR STREET LAMP KKZ 1505 M06 AGS GR5 205 ANBK H5 1-150 HP5 POST 200 GOAT FINESK CLEAR SMOOTH ACRYLIC LENS,TYPE 5 DI5TR1E9UTION GLA55 30 p 15 31) 80 OR 4 CENTURY OAK SERIES POLE CLEAR, OUTDOOR REFRACTOR,HOUSE SIDE SHIELD,MOUNfIN6 HEIGHT 14-1 TO BOTTOM OF 5 APPROVED PX C UND 012 XX F4 ANBK FIXTURE ON 4'ROM FLUTED POLE,SEE LIGHTING FIXTURE NOTES. 110 EQUAL lN FEW ANTIQUE TRADITIONAL LANTERN FIXTURE,TEXTURED BLACK POLYESTER POWDER 1 Imh -= 30 ft. _ _ - - - - - x J Y •25 OAS STREET LAW KIM MOOS MO&ACS C-R5 205 ANBK I-150 HPS POST 208 COAT FINISH,CLEAR SMOOT14 ACRYLIC LENS,TYPE 5 DISTRIBUTION&LASS OR d CENTURY OAK SERIESPOLE CLEAR OUTDOOR ROTOR,MOIlI HEIGHT 141-6"TO BOTTOM OF FIXTURE ON 4'R011ND S I� p Cm7 PLAN EQ I`�J'�I�l APPROVED PX C012 XX F4 ANBK FLUTED POLE,5EE LIGHTING FIXTUR2E NOTES. UAL SCALE: 1"=30' : l ors {w} ~ •'%ni O � . w y ` W .3' EXIST, y r I"G,246 + #bG (FFE-40.e) t� ld GENERAL NOTE-St elr, waLx { r OAH, H-b r `t W = s: (E)(15T! ' y ► 12 / cRass I. SEE SHEET G.1 FOR DEMOLITION NOTES RELOCATED} ) ss•IIlA � ,.:. ` 8 �` W .cek; I,s RGH.8D PVC, L'%' � < . y h I j C•.- >. �'� �.�_ t2' 2. SEE SHIN G2 FOR GENERAL NOTES,SURF=AGE FINISH LEGEND AND SIGN SCHEDULE. �, o A. f r; DIRECT BURY, °° �<�:. t 'a� ji ;k:� - -��, °�` ° 3. SIB SHEET G.3 FOR UTILITY NOTES, LIGHT FIXTURE NOTES AND SCHEDULE AND LEGEND. .�_` h ASW GRASS ! �_ � � y • "'-- . f w :f. 1, I / -=3-. ENGINEERS 1: "1 :.�. :s;; ., 15GH.80 PRIG © GT BU , •. :�•„° OAH 4 ❑�j 4. EXISTING 8 HOPE PIPE GAN BE REUSED (SEE DEMOLITION NOTES);HOWEVER, THE SLOPE OF THE �' ``•'��:` �i�•;�•-.:. . , .. .N 3-#b + #6G t s�M� " �.•_:.-. .� Y -.. PIPE MUST BE ADJUSTED AS NOTED IN THE DRAINAGE SCHEDULE. I" 50H.80 PVC STUMP .' b:"� ; •. . H-b ~�' s ELEG. HANDHOLE o is / rn INTERIOR OlESIENER-S DIRECT BURY, O S e. 3-#b f #86 1" 5GH.80 PVG "".M1;xt: , `, , .: I ° ;; y . NAANAEENAENT OA3 :4`. EXIST, 'i'a'".�� y q � 'y ''�Y., s. + 1S � F�O.JECT DIRI_GT BURY 15 ' 12 lu 2-#b + #bG F fs I"G, 3-#b y : MHB �� 5 - '� 430 MAIN STREET OB, TIE TO GB #3 ArBAWAM. K4A 01001 OA3 EXIST. GkT. H-I ` �1 - _ .4 y / AGO AM HOISfNG 18 / yw f j BNPIPE (� l / i s° r (SEE NOTE 4)j 6° "` ='' f f � J TE1 : 413. 7BEa. 96C10 �' f ors. 7NOR!'� 1 . � �..,. :. ;: � j 4, DEED a sass P,RCE 733 / xs BLOCK LOT 3f f FAX= 413. 786. 8699 1. R Pe. 14ANOWOLP f ! ' :r •. .. 6arA 7Ronsr � 70r W f •se6' ° �..r. ! . W V ~ , .`. t' •` rai'a:�a;.••_f. -tit.N 1t Y t t ,y' 1: STAMP. DIRECT BURY OA3 ss s 1S S ALTERNATE ]�RAINAC�E 3-#b + #86 � � ¢ W SS � / 12 1\ �§ <: c> �.t, .• W ;,aw,' / ` #'_� s �� . ss STRUCTURE SCHEDULE y I H8U PVC� 5 �` '1;.• -�r:r';i`�:` •� � s � } l� `_ ,'=iyf Sy °� - '�ci `� � R4C1•IAR!'� `n s ;s...; t ...,_. T. M IASZEK GB #2 DI GT BURY, W OB, TIE TO `} W fs• 1 / 1 t _: :° W Ytiu:; .` ' A ,. ..# C.31�� , + #bG EXIST. GKT. H- t ` %:x / lua r I" 5GH.80 P 14Y OUT=48525 ~° E DIRECT BURY, JQ s �' •� • "'^f.3' .fS�. ';;i r 1 RIM=487.6 GB #2 INV- OUT=485.25 oA5 / W / ,L°�'.. 'k>,�, ��i �'s''.•: r Qd °�-'.: ,� f� ��. ;•�y y SCALE: 10=30, DMH #A (EXIST) OAH, H-? , � t � , �� •, t t �� RIM=48T.'Tf(EXIST) (EXIST) � INV. IN (i+)=485.0 �` ,.. � � �' PROD. NO: 08-'-2046 INV. IN OV=485.I (EXIST) 1 I 10::� f ' t: :-: L S INV. OUT=483.1"1 (EXIST) � �s �` HDPE PIPE - I e„ ! DMH #A (EXIST) DMH #B (EXIST) � , � y I "' � � � '� ! ' I CHECKED, DCG RIM=451.6t (EXIST) o INV. IN (TAU=484.15 _j ` ~ F'- t z T �� '�� ! � 1 :,a r� _ 1 i�., r/, DATE 01/23/09 INV. IN 04)=4845 (EXIST) INV. IN. (NE)=48425 (EXIST) IFLE NAME: \CIVIL\C.8 INV. OUT=4842 (EXIST) ALTERNATE UTILITY FLAN ALTERNATE DEMOLITION PLAN REV. 03/04/09 5GALE 111=30' 5GALE IIt=30' REV: b 2, 0 2-STORY 4 / #3'+'` PROJECT TITLE: MASONRY BUILDING (r-FE-'rss.$) err, acic w °°° :,:. # AGAWAM HOUSM BIT. �ygLK r'RL ` p 4. 5'f'ni:`' •,Y AUTHORffY - t' x.. - xa PIN 4o ROADWAY O • Y C" :':; "i: `Ym ...- },jf .j. 7FLg5� GRASS r ,'z'A � '"':�:a, • ' ;i:1..-� ,< •`. . .: PARKNG RE-DESM S7UMP� •� •.�: s,-;•'.-� ;_ ;k, , �,(•f.w�~ io � , {1( '�`M � ••l1 O ( �,i► §r. ° T, SS' ' °: _;, i `� " MEADOW BROOK MANOR 67 WROff STREET , 1 If j o. ry AGAWAII , MIA GB RIM=48l.6 DRAWNCt 51 C z., •.p? s j E: 0-6 SITE q - :.r T,.y -{�.sp �r.i-'' �• b`. • � .4. 489 i �I r •� y+RT.'�'! lj, :1' DEMO N� ' / ,} � �,ti � 9'• 'S*` �'><r :t":� � t � 3.1 ', Y�'r '.r.l•��'1:a f;�.^H° �� LAYOUT j� .' ,= r F d.-� 5= '-1, DIG SAFE NOTE: y < f �, ,,, , G }` .�' 1 ! UTLTY AID UTILITIES ARE PLOTTED FROM FIELD LOCATION AND ANY 1 %� } V r' ',- ':' '' "; =: �_,_ ? 3 A t RECORD INFORMATION AVAILABLE, AND SHOULD BE mash GB RIM=48T 6 vra / GRADING. a� 4 ,t_4 ..� t V CONSIDERED APPROXIMATE. OTfeR UTILITIES MAY EXIST � /r � �`" # WHICH ARE NOT EVIDENT OR FOR WHICH RECORD `°� t j `' - '� '�`` '' ALT. FLANS INFORMATION WA5 NOT AVAILABLE. CONTRACTORS (IN 0 ACCORDANCE 941TH MA5547.L. CHAPTER 82 SECTION 40 ASa ' °'' ;4;z'. +" } t r x• `=,5. u L AMENDED) MUST CONTACT ALL UTILITY COMPANIES BEFORE i " ' ':{ .. t °Oz # # EXCAVATING AND DRILLING. ALSO, GALL "DIG-SAFE" AT 1(888)344-'I233 f �, _ t / � �w • u 2-STORY t �. ✓r` MASONRY BUILDING 1 r' 02' Ola {FEE-489.87 =/ , / # 3:f: SHEET: GRAPHIC SCALE ( IN FEET Cm8 I i=h = 30 ft. ALTERNATE GRAD I NG ELAN ALTERNATE LAYOUT FLAN 50ALE 111=30' 56ALE 1"=30'