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8596_SITE PLAN - AGAWAM HOUSING AUTHORITY - WRIGHT STREET.pdf,1 ( • 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 0 100 I Dear Mayor Cohen: At its duly called meetingheld 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 5/25110. Conditions of the earlier site plan approval (attachtld) must still be met. Sincerely, Travis P. Ward, Chairinan AGA W AM PLANNING BOARD TPW/DSD:prk 0 -'-,-c' . " -" cc: Reinhardt Assoc., Eng. Dept., Bldg. Dept., Town Clerk~ File '" =<:c N 1: .. , z: ", ::t> . , ~, .::--'2 1'>-, C. . W c • -, .. --..J r r , .: (- Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 March 9. 2009 Mayor Susan Dawson 36 Main Street Agawam, MA 0 I 00 I Dear Mayor Dawson: , ' , Tel. 413-786-0400 Fax 4l3.-786-9927 :J I 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 Stree't, Ag~wam, MA, Revised'March 4, 1009 with the condition that cut sheets on the final lighting design be provided to the Board for their r:eview and appro\'al; and a lighting control document is to be submitted post construction t'o be sure the lighting is accurate, If you have any questions. please contact this office, Sincerely, Travis Ward, Chainnan AGAWAM PLANNING BOARD TW:prk cc: Reinhardt Associates, Building Insp., Eng. Dept., Town Clerk. File ?; ... r- ---I -'---,' -'-;:-c c..r: -,. c. c -, r • • 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 N-~-C)~ Sergeant Richard Niles Safety Officer Agawam Police Department ~ECE\VE.O JUN 172010 _. p~N,NG BOAf'\\) • • 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 5. 2009 Planning Board approval. Rendering or Elevations: N. A. Dumpster Location: Unchanged. Other Comments or Concerns: 06/10/2010 10:55 FAX '" -~ 4138210631 • • To: cc: From: Date: TOWN OF AGAWAM Depa,rtment of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Anthony M. Sylvia, P.E. • Superintendent MEMORANDUM Planning Board / Conservation Commission Reinhardt Associates / File Engineering Department JlIne 3, 20 I 0 ~ 002/002 Subject: Site Plan -Agawam Housing Authority Roadway Parking Re-Design-Wright Street -pw 276 Per your reque$~ we have reviewed the site plan entitled, "Agawam Housing Authority Roadway Parking Re- Design, 57 Wright Street, Agawam, MA; l'repared foc Town of Agawam, 36 Main Street; Prepared by: Reinhardt AssOciates, 430 Main Street, Agawam, MA; Scale: 1" = 30'; Revised: 5/25/2010," and because the proposed chaqges will have minimum effect on the storm water runoff for this site we recommend approval of the proposed plan. If you have an:)" questions please do not hesitate to contact this division. Sincerely, ~' /}, , daur,,· a mar Caceres Civi I Engineer I ~:\pWl\276 ~cnior ec:n~arkinG rc:~dc,i&n 2009\mcmo_16.doc Michelle C. Chase, Town Engineer • • 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 Qep!., . ADACommi t tee FROM: Planning Board 1>~ D .. SUBJECT:.· Revision to Site Plane Agawam Housing Authority-57 Wright Street DATE: . June 9, 20iO 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)une 17th meeting. Thank you. DSD:prk • REINHARDT A55DCIATES architects engineers June 9,2010 Planning Board Town of Agawam 36 Main Street Agawam, Massachusetts 01001 interior designers • planners RE: ParkingIRoadway Redesign 57 Wright Street, Agawam, MA Dear Board Members: • Project No. 08-2046 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) full size set and ten (10) half-size sets of updated plans (Sheets C.I 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 often (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. Enclosures cc: R. Cohen, Mayor R. Theroux M. Cayer, AHA Executive Director D. Goodman M. Hatchett File 08-2046 430 Main Street. Agawam. MA 01001-1827 • Tel. (413J 786-9600 • FAX (413J 786-8699 • KW35 L.umillilires ~-------------=~ KW35 • iPECIFICATIONS The hexagonal shaped lumlnalre shall consist of a lumina Ire base with an Integral ballast housing. a six-sided lens frame. a one-piece lens. a hexagonal shaped roof. and a finial assembly. DIMENSIONS Fixture dlmen~ons shall be as detailed on back page. MATERIALS The lumlnclre base. ballast housing. frame assembly. roof. and finial ~all be heavy wall. copper free. cast aluminum pro- duced from certified ASTM 356.1 Ingot per ASTM B-1 79-95A or ASTM B26-95. formed true to the pattern with complete detail. The lens shall be clear or white. In acrylic or polycarbonate. Internal refractors shall be borosilicate glass and reflectors shall be polished aluminum. All hardware shall be stainless steel. All exterior hardware shall be tamper re~stanf. INSTALLATION The lumlnclre ~all mounl on a 3" O.D. x 3" tenon with ~x 1/4" dla. socket set screws. The ballast and socket assembly shall be furnl~ed with a quick disconneel plug and mount on a removable ballast plate. The ballast plate shall be removed by loosening a thumb screw. FINISH For finish specifications and color options see "Finish" seelion in catalog. LIGHT SOURCE Luminaires shall be furnished with an H.I.D. ballast and socket assembly. Lumlnalre shall be UL listed and labeled as suitable for wet locations. Sockets ~all be glazed porcelain. mogul or medium base. with a copper alloy nickel plated screw shell and center contact. Ballast ~all be core and call. high power factor. regulating type. CERTIFICATION Upon request, manufacturer shall certify the use of 356.1 Ingot alloy. Upon request. manufaelurer ~all supply UL file# and listing Information. ANTIQUE Street Larri.12s 2J11-SW. R.o:berg "vAusth lX 78758 Ph (512) 977-8444·Fax (512) 977-9672 L-29 KW35 Luminaires • • o 15" w 35' h KW35AWS Cos! AkJrnhum fhlal----<_~,\" Cast Aumhum. Removable, with Gloss ChJ'nnay Oplbnal DeCOfoltve Frosted Glass Ctunnev with Brass Holder (Gq ", .. ~~~~~~~::::;~~~~~:;(w;n;h. medum bose socket ovoloble to watts) Goskeled, One Piece Acrylc. Hexagonalle,,,-~~ PorcekJn Mogul or MedUm Bose SoCkel-;t--t-t~L_J, with Glass Raffoclo. Optional Refractor (Gill or GR5) cost Aumhum, Hexagonal Frame ast Aklmlnum Bolasl Plate (removed by lOosening one Thumb Screw CaslAumhum lumlno~e Base and ~~~~~FIi~~~~H.I.D. Bolls' Components ~ (Factory P'9wired) Ballast Houshg --.l_'\ (6) 1/4' Soc ket Sel Screws -__ - 3' 0.0. )( 3" h Tenon --_~~ Optional Photo Electric Cel Button Type(PEB) c----QUK:, Disconnect Pug w<lh lOw Br.ghlnOG Reliaclor KW35lBR5 Opllonallow Brightness Rellector (URS) ORDERING INFORMATION Example: KW35 100M MED ACS GR5 120 ANBK PEBI Choose the boldface catdog nomendatua that best sUts you neads a"ld writa It on the appropriata line. I se!les 11;=:==;w;'=a;;:tta=g=eII';:;L=a=m=p===; ;:::::::::;D~iS::;:tr:;;JIJLUI;;:loLn=~llv~II;:::::::';:FI;:::nl;J;~h::;:' =:::;II===O;;:P:::;I;r:I~Lns===::::::: KW35 [-30 H.I.D. ballast & $Oc/(ot 50M MED 50 wall Maid Hdide 70M MEO 70 wall MaId HOlda 100M MED lOOwottMaldHOIde 150M MED 150 watt Meld Hdide (blank) Type V GR5 Glass RefroctOt Type V GR3 Glass Refroctot Type ID lBR5low Bright. Rafl.. Type V 355 MED 35wattlig"rProoueSodun 50S MED fDwattH<1''''"'''''''SOOcm lens Material 70S MED 70wottHglProouaSodLm ACS Arn.A· 0 Smooth~d) 100S MOG l00v.ottHglPres:uaSodLm ... ,.!C. ecr \ .............. 150S MOG 150 ~ Pr Sodun PCS Potycabonote. Oea Smoolh watt'"\I" e:ara AWS Aay1ic. Vvhte Smooth 42TRT 42 wall corrpocl fluorescent PWS Potycabonote. Vvtita Smooth 120 208 240 277 347 480' TB' ANBK "ack ANOB Dcrk Bronze ANOG Ook Green ANVG Varde Green ANPP "",,,,_ad CM a..tomMXh CS a..tom&kt ""-ax,, NOTES: GC Decorative Gloss Chimney HS House Side ShIeld PEBl Photoelectric Call button 12()..o PE B2 Photoelectric Cal button 2OB.2«l.277v SF Singl. fusing OF Double Fusing I. Multi-tap Ballast (120 208, 240. 21lv). (120. 277. J41v in Canada). For WOtrOC8S under lOS or 10M contact ASL fOf voltage ovoj/ability. 2. For finish and color options. soo Rnish soction in catalog, ANTIQUE Street Lamps 201HIW.~U1·"uszn IX 781!.9·f11(SI1)971~ March 9, 2009 Mayor Susan Dawson 36 Main Street Agawam, MA 0 I 00 I Dear Mayor Dawson: • • Town of Agawam . 36 Main Street Agawam, Massachusetts 01001-1837 . Tel. 413-786-0400 Fax 413-786-9927 At its duly called meeting held on March 5, 2009, the AgawarnPlanning 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 Stre~t, 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 AGA W AM PLANNING BOARD TW:prk cc: Reinhardt Associates, Building Insp., Eng. Dept., Town Clerk, File 03/05/2009 15:38 FAX 4138210631 To: CC: From: Date: Subject: • Planning Board • TOWN OF AGAWAM Department 0/ Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 John P. StoDe • SuperinteDdeDt MEMORANDUM John Stone -DPW Supt.; Reinhardt Associates; File Engineering March 5, 2009 Site Plan -Agawam Housing Authority -Wright Street -PW 276 ~ 002/002 Per your request, we have reviewed the site plan entitled, "Agawam Housing Authority Roadway Parlring Re- Design, 57 Wright Street, Agawam, MA; Prepared for: Town of Agawam, 36 Main Street; Prepared by: Reinhardt Associates, 430 Main Street, Agawam, MA; Scale; 1 ""'30'; Revised: March 4, 2009" and we recommend approval ofthe proposed plan. If you have any questions please do not hesitate to contact this division. Sincerely, .. ~;~- Vladimir Caceres Civil Engineer I s:\pw\276 sc:nior ~int te..dtsign 2009\memo_lS.doc ruLCL Michael C. Chase, P.E. Town Engineer 02/19/2009 14:46 FAX 4138210631 To: CC: Froln: Date: Subject: • Planning Board • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 John P. Stone • Superintendent MEMORANDUM John Stone -DPW Supt.; Reinhardt Associates; File Engineering February 19, 2009 Site Plan -Agawam Housing Authority -Wright Street -PW 276 IaI 002/002 Per your request received February 4, we have reviewed 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; Scale: )"=30'; Dated: January 23, 2009" and we have the following comments: 1. The plans caIl for a "DO NOT ENTER" sign 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/ADAlAAB 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 TownlADAlAAB 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, ~~7' Vladimir Caceres Civil Engineer I Town Engineer .. :"".A.:,. J .... • 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 '-Sl.til~· ~ Safety Officer Agawam Police Department ORIGINAL FEB 1 :3 2009 CON~,;::::-::" ~:-:-:~N COM1\:1i;';3:C~": " • • 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: 1"=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 lot 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 Boa,d 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 19th meeting. ' Thank you. DSD:prk • REINHARDT ASSOCIATES architects engineers interior designers planners 430 Main Street Agawam, MA 01001-1827 • Letter of Transmittal Telephone: 413-786-9600 TO: Facsimile: 413-786-8699 E-Mail: RAlagawam@aol.com PROJ. NO.: 08-2046 DATE: 1-30-09 Inspection Services Department Town of Agawam AnN: Nick Urbinati, Inspector 1000 Suffield Street Agawam, MA 01001 REF: Site Plan Submission AHA Parking/Roadway Redesign PLEASE NOTE: WE ARE SENDING YOU IXI Attached o Under separate cover via US Mail the following items: o Submittals or Shop Drawings 00 Prints o Contracts o Samples o Specifications o Copy of Letter COPIES DATE 10 - 10 01/23/09 <f) LLI ,- U , .... ACTIOt.·co':iES:< LL • u' (, L. 1 F'l!fe.pproval ~_ 2 F<B0ur ~/revf.w 3 !\$-Requested < U <r; .' 4 See.Rem~s Below Q-~ L 1 ~ REMARKS:~ o Change Order OOther o Report NO, DESCRIPTION ACTION . Form 0 (Application Form) 1,2 -Sheets C.1 through C.S 1,2 5 No Exceptions Taken 9 Resubmit __ copies for approval 6 Note Markings 10 Confirm 7 Comments Attached 11 Prints Returned After Loan To Us 8 Rejected (SEE CORRESPONDING ACTION CODE ABOVE) Enclosed for your review and approval are ten (10) copies each of Form.c..~~~Q for the redesign of the parking and roadway areas at the Meadowbrook ~~eni6'r Housing. The plans incorporate the comments received at the Team Meeting. Y"~'-' 1~~~ ., (\ ~t~ (\ t\, ,\J If you have any questions do not hesitate to contact our office. G:I2046IProjMngmntICorrespllnspSrvDptOI3009.doc COPY TO: D. Goodman M. Hatchett File 2046 SIGNED: (If enclosures are not as noted kindly let us know at once.) .--'~ /. • AGAWAMPLANNINGBOAt FonnD Application for Site Plan Approval Please complete the following fonn and return it and 10 copies of the Site Plan to: Agawam Building Department 36 Main Street Agawam, MA 01001 1. Name of Business Aiawam Housing Authority Address Meadowbrook Manor, 57 Wright Street Telephone 413.786.1297 Fax._4.:..;1:..:3:..: . ..:..7;:.89:....:...;.6:..::2:..::1.;;.8 __________ _ 2. Name of Applicant/€>wHeJ" Town of Agawam clo S. Dawson, Mayor Address 36 Main Street Telephone 413.786.0400 Fax ______ -'-_________ _ 3. Name of Engineer/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. Revised 8/14/03 VH '~IVMV~. , 9 Z :z C· Or N~rbo.'7 S3:J/!\iJ3S NOI1:JJdSi. RFrf-:\\ftO f=EB " 4. 'l009 .. . .-" PLANi .' : JP\HD REINHARDT ASSOCIATES, INC. 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 Planning Board 36 Main Street Agawam, MA 01001 PLEASE NOTE: WE ARE SENDING YOU o Submittals I Shop Drawings o Copy of Letter COPIES DATE NO, Il!l Attached Il!l Prints o Specifications Letter of Transmittal DATE: 03/6/09 PROJ, NO,: 08-2046 ATTN: Pamela Kerr, Principal Clerk REF: Agawam Housing Authority Roadway Parking Re-Design o Under separate cover: Hand Delivered o Samples o Other: DESCRIPTION ACTION 3 03/04/09 -Sheets T.1 and C.1 through C,8 1,2 ACTION CODES: For Approval 2 For your use 3 As Requested REMARKS: 4 For Review and Comment 5 No Exceptions Taken 6 Note Markings 7 Comments Attached 8 Rejected/Resubmit 9 See Remarks Below 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 D, Goodman M, Hatchett File (If enclosures are not as noted please notify us at once.) MEADOWBROOK MANOR AGAWAM, MASSACHUSETTS 01001 JANUARY 23, 2009 REVISED MARCH 4, 2009 REINI IJ\RDT ASSOCIATES ARCHITECTS · ENGINEERS · INTERIOR DESIGNERS · PROJECT MANAGEMENT 430 MAIN STREET, AGAWAM, MASSACHUSETTS 01001 TEL: (413) 786-9600 FAX: (413) 786-8699 LOC-US PLAN LIST OF DRAJAlING5: T.I TITI.E 51 lEE I cIVIL C.I EXISTI~ CONDITIONS AND D&fOLITION PLAN C.2 51'11: LAYOUT PLAN C,s 51'11: UTILI'IY PLAN • LI6HTON6 PLAN C.4 51'11: 6RAD1N6 PLAN C.5 51'11: PET AILS C.6 SITE PET AILS C.1 LI6HTI~ CALCULATION PLAN C.e 51'11: PEMOLITION, LAYOUT, UTILI'IY AND 6RAD1N6 ALT. PLANS SHEET SET NO. T.1 --L£G£ND-- -LOCUS PROPERTY UNE ---------ABUTTER LINE - -495-- -MAJOR CONTOUR (5 FEt=:T) - - -496-- - - -MINOR CONTOUR (1 FOOT) -CURB LINE -EDGE OF SIDEWALK EOP -EDGE OF PAVEMENT -PAINTED TRAFFIC LINE ---c -WOODEN FENCE ---OHW -OVERHE:AD ELECTRIC LINE ---T -UNDE:RGROUND TELEPHONE: LINE: ---W -UNDERGROUND WA TER LINE ---G -UNDERGROUND GAS LINE ---S -UNDERGROUND SEWER LINE ---D -UNDERGROUND DRAINAGE LINE ~ -ELt=:C mfC METER ~ -FIRE HYDRANT <:t;L -UTILITY POLE W/UGHT C/jf-3 I " C1i1-4 \ \ JANET M. oft DONIW H, COOK D£El) BOOJ( 14047 PACE ~ TAX 14M' K8 BLOCK I LOT 2e1 'Q, -UTILITY POLE \ CH'-S -+ -GUY WIRE: o -CA TCH BASIN ¢ -LIGHT POLE: © -SEWER MANHOLE wv [XJ -WATER VALVE --u--SIGN EOP -mGE OF PAVEMENT e -DECIDUOUS TREE • -CONIFE:ROUS TREE @ -DRAIN MANHOLE -"Ii'--HANDICAP PARKING SIGN SWl -SINGLE WHITE LINE VCP -VITRIFIED CLA Y PIPE PVC -PLASTIC PIPE RCP -REINFORCED CONCRt=:TE PIPE BB -BIT-BERM CURB DEMOLITION NaTES, OJ REMOVE EXISTING BITlMIN0V5 PAVEMENT AND VW-K5 IN THEIR ENTIREn' TO THE LIMITS SHOWN. [l] REMOVE EXISTING BITlMIN0V5 CURB IN ITS ENTIREn'. @] REMOVE EXISTING GONCRElE SLAB IN ITS ENTIRETY. [±] REMOVE EXISTING POLE AND OVERHEAD HIRES IN ITS ENTIRETY. COORDINATE SCHEDULED REMOVAL WITH UTILITY CO. ~ REMOVE EXISTING TREE(S) AND/OR LANDSCAPING IN THEIR ENTIREn'. ~ CLEAR AND REMOVE EXISTING TREE(S), BRUSH AND VE6ETATION AS REQUIRED TO INSTALL NEH ROADWAY AND ASSOCIATED GRADINS. ill REMOVE, SALVAGE AND RELOCATE EXISTING HYDRANT(S), VALYES AND PIPIN6 AS SHOWN ON SHEET C.3. CONTRACTOR TO REESTABLISH THE BENCHMARK ON THE HYDRANT(S) TO OTHER PERMANENT LOCATION. !ill REMOVE ABANDONED LIGHT POLE BASES AND ANY PR.OTEGTIVE METAL POST(S) AND TERMINATE ASSOCIATED I"IIRING BELOW THE SURFACE. GONTRACTOR TO VERIFY WIRING TO THE EACH LOCATION IS DE-ENER6IZED. BJ EXISTING 5IGNA6E TO BE REMOVED, SALVA6£D AND RETIJRNED TO 01"lNER. \ 1 CHI-6 ·v MEAN ANNUAL HIGH WATER LINE FOR STREAM \ CHI-7 \00-6 • Ctll-9 \ • ail-fO I , CHl-fJ • 01'-12 \ \afHJ / ~ CHI-I" \ \ • CHI-15 \ I I I , N/F' I'rFA-/ i'rESlERH MASS PROPERTY SER.CES DEEII BOOK 14310 PAC€ 5fJ7 TAX MAP K8 BLOCK' LOT 15 ,,' ./ 100-FOOT~1 RIVERFRONT : I I I I I I /200-FOC)T ~ .';'A-J RIVERFRONy / ARE~,/'/ AREA I , , I , , I , , \ I I \ I I \ I I I r""A-4. I \ \ ~~ .~ , " "- KFA-6, ) ( ./ ./ "-" . I I I,' /1 .,..-6.·1 I BORDERING __________ I I I VEGETATED ,~ ---r j HETLAND LINE . I / 'M'A-,o I I \ I I \ I ) . Wi . I ) \ 1/ \ I \ I , I I \ I I ,/ ,/ IlQJ EXlSTIN6 LIGHT FIXTlREI POLE ASSEMBLY TO BE DE-ENERGIZED AND MAKE 5AFE. EXISTlN6 Ll6HT FIXTURE! POLE ASSEMBLY TO BE REMOVED, SAL V A6£D AND RETlRNED TO 01"lNER. EXISTIN6 POLE BASE AND ANY PROTECTIVE METAL POST(S) TO BE REMOVED, TERMINATE ASSOCIATED WIRING BELoW THE SURFACE. GONTRACTOR TO VERIFY WIRING TO EACH LOCATION IS DE-ENER6IZED. \. Q11-f6 on EXISTING HOMERUN I" GONDIJIT AND pULL STRIN6 TO BE REMOVED AS REQUIRED, HOMERUN TO BE R.E-INSTALLED AND SHOWN IN ALTERNATE UTILITY PLAN. EXISTIN6 CONDUIT MAY BE RE-u5EP. I@ EXISTIN6 I" CONDUIT AND pULL STRIN6 TO BE REMOVED FROM POLE BASE. POLE BASE TO BE REMOVED AND RELOCATED BY SITE CONTRACTOR AS SHOWN IN ALTERNATE UTILITY PLAN. 1!21 EXISTIN6 I" CONDUIT AND pULL STRING TO BE REMOVED AS REQUIRED AND RE-INSTALLED IN RELOCATED POLE BASE AS SHOI"IN IN ALTERNATE UTILITY PLAN. Ii±I EXISTING I" CONDUIT AND RJLL STRING TO BE REMOVED, EXI5TING WNDUIT MAY BE RE-USEP. ~ EXISTING I" CONDUIT AND RJLL STRII'lS TO BE REMOVED FROM POLE BASE, POLE BASE TO REMAIN. ~ REMOVE WNGRETE VW-KS IN THEIR ENTIRETY TO THE LIMITS SHOWN. lIT! EXISTING CONCRETE CURBING TO BE REMOVED, SALVAGED, CLEANED AND IF NOT DAMAGED USED AT NEH LOCATIONS. [@ REMOVE EXISTING AREA DRAINS IN THEIR ENTIRETY. 1m REMOVE EXISTING HDPE PIPING IN ITS ENTIREn'. 1m EXISTIN6 HDPE PIPING TO BE REMOVED, SALVAGED, GLEANED AND REU5EP IF NOT DAMAGEP IN ANYWAY (SEE ALTERNATE UTILITY PLAN). ~ REMOVE EXISTIN6 CATCH BASIN IN ITS ENTIRETY AND REPLACE HITH NEH CATCH BASIN (SEE UTILITY PLAN). I. 'REMOVE' SHALL MEAN REMOVE AND DISPOSE OFF-SITE IN LEGAL MANNER 2. CONTRACTOR SHALL VERIFY IN FIELD IF UTILITY LINE IS IN USE. IF IT IS 1i'lIJ5E AND PRIOR TO THE CONTRACTOR REROUTING THE LINE, THE CONTRACTOR SHALL NOTIFY THE OI"lNER AND ARCHITECT TO OBTAIN APPROVAL OF THE RELOCATION. B. GONTRACTOR SHALL GOORDINATE REMOVAL OF LIGHT POLES AND ASSOCIATED OVERHEAD ELECTRIC WIRING I"IITH LOCAL UTILITY COMPANY. \ \ CHI-17 \ \all-18 \ CH'-~ INY. ,1.£1<.-'8('." DRAINA6E~' SWALE CH2-B /Ny. 1N=4eO.4' INV. OUT=480.J' \ CH2-e \ CHI-22 , CHI-2J' / 'CH2-4 \ 12" AC INV. ELEV.=4BO.4' \ ~~!\ '!. \ \ \ 5 \ \ \ SGALE 1"=30' I I ./ / I I ,,' / \ / ./ ~'i~~=~~~~i~~~~:;;~~~~~~~~~~~~~~~ I ",<J,"'-./ / ,/ / / --------~ / / / ././ ./ -", .. --_______ ----493---/ 11./ ./ -492--493---_------~_--_492_-----' ./ / ~0A.v\:i..,;;:Lc;,~-;::ds:~i=: ~ -----.~----..-:--~ ------=--=---==---4~~ - - -~;.~./~~./~'7.Y I"lETLAND BlJFFER. ZONE 2-S1ORY MASONRY BUIlIJING (Fn'-.f89.B') 2-STOOY MASONRY BUILDING (FFE-4B9.7') '-STORY MASONRY BUILDiNG (FFF_490,O? 0 ,," ~~ ~'" 0 2" ____ :--0 01'" 2-STORY MASONRY BUILDING (m: .. 49G.2') w S1IJ.i>-- o ) I 12" \ j1{\ VI ~--------, 02" Of A. . -·I-f---..~ 2-sroRY /JASONRY BUlI.D1/IIG ~-489.7') -------...---./ - 2-STQRY MASONRY BUILDING (Fl'E'_489.8') a-___ ".-------------489 -_- ..... -'=~-:Jot:.7 -- - - - - - - ----,-./ I / / ~' - --4&1_ -_ 13~D" -_ .. ,_ ,../r \ \ \ ~< \ \ \ \ \ \ -./ /' ---- \ \ '0 \ \ \ \ \ \ \ \ \ '\ \ w \ \ \ § w' --I \ \ wi \ ---I \1 'f>\ \\ ----1 f! "'ASS / ( ( I ) I I ) I / I / I / 1/ I / I / / .",.:16' DlA. I I GRASS I I Cj>00 0 ~12' -..::--". 0 0 0 .~ -,.~_ 0 0 ---~ .. - I .". RUHA \1..AD1~ OfID BOOK 16.356 TAX MAP K8 BLOCK ......., GRAPHIC SCALE 30 l 0 15;,0 eo 120 ~~~-~-~11Iiiiiil1 ~I __ I~~~~I ( IN FEET ) 1 Inch = 30 it. ARCHITECTS ENEiINEERS INTERlIJR DESIEiNERS PROJECT MANAEiEMENT 430 MAIN STREET ASAWAM. MIl< 0 I 001 TEL.413. 786. 8600 FAX.413.786.8688 STAMP: SCALE: '"=30' PROJ. NO: 08-2046 DRAWN: RTM CHECKED: DCG DAn= 01/23/09 FLE NAME: \CIVIL\C., REV: 05/04/09 REV: PROJECT TITLE: AGAWAM HOus.IG AUTHORITY ROADWAY P~ RE-DESIGN t.t:ADOW BROOK MANOR 57 WRIGIfI" STF1EE I AGAWAM, MA DRAwtIG: EXISTING CONDITIONS AND DEMOLITION PLAN SHEET: C.1 I. EXISTING SITE CONDITIONS TAKEN FROH PL.AN OF EXISTING CONDITIONS PLAN, SENIOR (;ENTER, q54 HAIN STREET, AGArlAH, HA. PREPARED 6'1', COLER 4 (;OI..ANTONlo IN(;." 55 606AL.A ROAD, /'lEST SPRINGFIELD, HA 01040, REVISED NOVEH6ER SO, 2001. ! 2. EXISTING SITE CONDITIONS COHPILED FOR INFORHATION ONl.. 'I' AND ARE NOT I MRRANTED TO 6E Ac;CURATE OR WHPL.ETE. WNTRAc,TOR SHALL VERIFY EXiSTING CONDITIONS IN THE FIEL.P AND REPORT ANY DISCREPANCIES TO THE ARc.HITEC~ IN I'IRITING PRIOR TO COMfvlENc.ING CONSTI'!IJC,TlON. I I 5. THE CONTRA(;TOR SHAL.l.. 06TAIN AL.1.. NECESSARY PERMITS AT I..EAST i DAYS FfRIOR TO (;OMfvlENc.ING VlORK AND NOTIFY THI: ARCHITECT, AL.L AFPI..ICAELE MUNICIPAL. DEPARTHENTS, PRIVATE LITII..ITY COHPANIES AND DIG SAPE. I 4. PERFORM ALL i'1ORK IN A PROPER, SAFE, EXPEDITIOUS AND VlORKHANl..IKE MANlIER IN A(;CORDANCI: WITH AL.L APPI..I(;AEL.I: FEDERAL., STATE AND MUNICIPAL. LAi'lS, c,¢DI:S AND REGULATIONS. I 5. c,ooRDINATE THE SITE VlORK WITH ALL VlORK TO 6E PERFORMED 6Y OTHERS. I 6. sc.HEDlIL.1: AND SfGlLeNc.E THE VlORK TO MINIMIZE DISRUPTION TO THE SENIOR .JUSINO, COMPLEX OPERATIONS. AC;CESS TO THE COHPLEX FA(;ILITII:S MUST 6e MAINTAINED i. DURING ALL PHASES OF NEi'l (;ONSTI'!IJC,TION. I PROTECT AL.L 6UILDINGS, PAVEHENT, LITILITIES, TREES AND LANDsc.APE AREAS, F' HICH ARE TO REMAIN. REPAIR DAMAGE AND RESTORE ALL ITEMS TO A CONDITION E AL. TO, OR 6eTTER THAN EXISTING PRIOR TO WNSTI'!IJC,TION. , 1;. PRiOR TO WNSTRU(;TION, INSTALL CONSTI'!IJC,TION ENTRANCE AND AL.L MEASURE REGUIRED TO CONTROL. EROSION AS INDICATED ON PLAN. CONTROL MEASURES SHALL 6e HAINTAINED FOR THE DURATION OF THE CONSTI'!IJC,TION PHASE OF THIS VlOR' AND UNTIL ALL DISTUR6eD AREAS ARE STABII..IZED WITH PAVEMENTS. MULGfIl"S, OR NT GROl"ITH. q. SAi'lCUT EXISTING PAVEMENT AND HAT(;H EXISTINIS GRADES AS 5HOViN ON 10. ALL CUReINIS TO 6e 61TUMINOUS CONCRETE 6ERM UN1..E5S OTHERi'lISE NOTED. II. ALL sIDEi'lAL.K CURe Cl!TS SHALL MEET THE LATEST TOi'lN OF AGArlAM CONSTI'!IJC,TION STANDARD. 12. ALL i'lAL.KI1AYS 61:TI'lEEN AC;CESSI6LE SPA(;ES AND EXISTING SIDEY'lAL.K5 SHALL 6E 5' WIDE 61TUMlNOUS CONCRETE I'lITH A SLOPE OF 1;,0% OR LESS. 19. ALL AREAS DISTURElED 6Y NEi'l WNSTRU(;TlON NOT COVERED BY 6UILDINSS, PAVEHENT, Y'lAL.KS OR LANDSCAPING SHALL 6E LOAMED AND SEEDED. 14. ALL EXISTINIS SITE MA TERlAL.S 6eING REHOVED FROH NEi'l CONSTRU(;TION NOT 6EINIS REUSED ON SITE TO 6e LEGALLY DISPOSED OF OFF-5ITE 6'1' THE (;ONTRACTOR. EXCESS TOPSOIl.. TO 61: RETURNED TO THE TOI'lN AT A LOCATION TO 6E DETERI-1INED. 15. CLEAN UP SITE ON A DAILY 6ASIS AND AT THE COMPLETION OF THE PROJECT. LEGALLY DISPOSE OF ALL DEBRIS OFF-SITE IN Ac;cORDANCE I'lITH ALL APPLICABLE LOCAL, STATE AND FEDERAL. LAi'lS AND REGULATIONS. SURFACE FINISH LEGEND BITUMINOUS WN(;RE"rE PAVEHENT BITUMINOUS CON(;RETE f'iAbKS /Irs. BITUHINOUS BERM SEEDED TURF /ITS. CONCRETE (;URe CONCRETE SIDEl'iALK SEc;TION LID \@ DI:5(;RIETION I'EAR GOU<5E t:u::"~~::::-:.. 2'I3IT. COIt:REtE ""-• 6' C<lHP1CIED W o~ <$I' riO • BASE I III 11I~1TITI+ --5I.Il-6RAIJE LI2"'l \@ ~6'TOP5OIL 9.IJ6AADE 00 \G7 f'1'i'1 \G7 SIGN SCHEDULE DESI6NA liON, TEXT, HUTWWDE· o STOP ONE MY DO NOT ENTER lYiO MY TRAFFI(; PEDESTRIAN CROSSI1'I6 AHEAD RI-I Rb-2 R5-1 1'111-2 FU6LIC PARKING SPACES, HANDI(;AP PARKING SPACES. TOTAL SPA(;E5, EXISTING '10 14 104 REDESIISN 12 II; '10 NO"11:, ALL PARKING SPACES TO 6E 200 SQUARE FEET UNLESS OTHERWISE NOTED DIG SAFE NOTE, UTILITIES ARE PLOTTED FROM FIELD LOCATION AND ANY REWRD INFORMATION AVAILABLE, AND SHOULD 6E CONSIDERED APPROXIMATE. OTHER UTILITIES HAY EXIST Y'lHICH ARE NOT EVIDENT OR FOR Y'lH1(;H REWRD II'IFORMATION I'lAS NOT AVAII..ABLE. WNTRAc,TORS (IN ACWRDANCE I'lITH KASS.IS.I... (;HAPTER /l2 SECTION 40 AS AMENDED) MUST GONTAGT ALL UTILITY COHPANIES 6EFORE EXCAVATIN6 AND DRILLING. AL.SO, (;ALL "DI6-SAFE" AT 1(I;OO}544-i299 H(I;/lI;)DIG-SAFEj. I /00-. 1~'-2 CH1-J • cur-4 \ \ \CH1-S \ , cm-8 \ t 011-7 \CHt-a aCfH-9 \ .CHI-10 I • CHI-II / aH-1J ~ CHI-I" \ \ • CHI_'S \ I , I , , 100-FOOT~. I RIVERFRONT " AREA I I , , I , I \ I I \ I I !'£STERN MASS PROP!RTY ... _m D£ED BOOK 14JHl PAGC 567 TAX lAiIP K8 BLOCK f Lor ,a /' /'200-FOOT """ "';'A-J RIVERFRONT , / AREA , \ I , , I , '+ , ,<.cp \ I "".,. ,I I IWA-6a / ffi 5' HIGH SCREENED ~ CHAIN LINK FENCE \ LOCATION OF 6VW FLAG (TYp J \ \ '\: ;-'ft" X--,/\0 LOCATION OF MAHW FLAG {TYpJ \ CHI-f8 \ \ 011-17 \ \ \ I I \ I I \ \ \ \ \ I I \ I I \ I I I I I I I I \ \ \ \ I I t , I , I I I I I I I I I \ \ ffi SIL TFENCE . I ~W/HAY6AL.ES \ '. CHl-tSl " I I , I \ , , \ , , \ , , \ "*,,A-16. \ , \ \ \ \ , , \ \ , \ KFA-19. \ -<Zctfl=~ LO(;ATION OF FLASS . AL.ONG DRAINAGE SI'lALE (TYF J . 0.2-8 ao-~ . , CH2-B \ / 'CH2-4 CHf-22 , ""-23 , \ . . " .CH2-3 JCH2-2 cm-M·~2_1 \ \ \ \ \ \ \ \ , \ \. ,\ , . \..",.A-22 " , /'Y,""A-23 \. ~A-2!i , , \ SIGN (TYP.) (SEE NOTE 12) STALL(TYF) @ ~lo:2tt'-HANDICAP ,.. SIGN (TYFJ J--SIDEI1ALK CURe CUT \I>IITH DETEGTA6LE I'lARNING PANEL (SEE NOTE II) ~ LI6HT FIXTURE ON ~ POLE WITH BASE (TYp.) --, • o o o o HANDICAP ~ 5IGN(TYFJ~ VAN AC;CESI6LE LOCATION -DUHFSTER _TLOCATION o ::::::~~-VAN ACc;ESIBLE SITE LAYOUT PLAN SCALE 1":::'30' o HANDICAP SI6N (TYpJ o o 164' o • o 12' o o o o GRAPHIC SCALE ( IN FEET ) 1 inch = 30 fl.. ARCI-iIIB:IS ENEiINEERS • INTERIOR DESlEiNERS PROJECT MANAEiEMENT 4:30MAlN~ AEiAWAM. MA 0' DO' TEL. • 413. 785. 96CD FAX. 41:3. 786. 8699 STAMP: SCALE: 1"=30' PROJ. NO: 08-2046 DRAWN: RTM CHECKED: DCG DATE: 01/23/09 FLE NAAE: \CIVIL\C.2 REV: 03/04/09 REV: PROJECT TITlE: AGAWAM HOUSm AUTHORITY ROADWAY PARKNG RE-OESIGN MEADOW BROOK MANOR fir WRIGHT STREE I AGAWAM, MA DRAYfflG: SITE LAYOUT PLAN SHEET: C.2 !lTILITY NO!C5, I. RfFfR TO ~N~ ".2 FOR -'DDITIONAL ~ENfRAI.. NOTES. 2. TOI"IN STANDARDS SHOULD BE FOLLOI"IED FOR SITE UTILITIES. DETAILS AS SHOI"IN IN ISENERAI.. REFLEc.T TOI'lN STANDARDS. SHOULD THERE Elf ANY LO"ATIONS I"IHERE THESE STANDARDS CANNOT Elf ADHERED TO DUE TO SITE CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FRIOR TO C.OMMENCI~ WNS11WCTION. S. !lTILITY SERVI"I:S TO I:XISTI~ FAe-ILITII:S SHALL Be MAINTAINE:D AT ALL TIMES DURIN~ NI:I"I "ONSTRU"TION. 4. ALL NEI"I DRAINPIPE TO BE HI~ DENSITY POL YETHYLENf PIPE, UNLESS NOTED OTHERI"IISE. S. REPLACE I"IITH NEI"I CATCH BASIN I"IITH DEEP SUMP AND PVC TEE (SEE SITE DETAILS). EXISTINS INLET ANT OUTLET ELEVATIONS TO REMAIN. 6. ALL I"IATER PIPE TO BE DOU6I..E C.!:MENT LINED, BITUMINOUS COATED, DU"TILE IRON PIPE I"IITH PUSH ON JOINTS, "LASS 92 OR ~ATER, UNLESS NOTED OTHERI"IISE. FURNISH, INSTALL, TEST, DISINFEC.T AND FLUSH I"IATER DISTRIBUTION SYSTEM AND APPURTENAN"ES I"IHICH CONFORM IN ALL RESPECTS I"IITH MUNICIPAL REGUIREMENTS. WNFORM TO THE LINES INDICATED ON THE DRAI"IINOO AND PROVIDE A MINIMUM COVER OF :; FEET. 1. ADJIJ5T ALL C.ASTINISS AND UTILITY S11WCTURES TO REMAIN I"IITHIN THE LIMITS OF I"IORK TO THE NEI"I FINISH ISRADI:5, UNLess NOTED OTHERl"lISE. e. FOR EACH DRAIN MANHOLI:, PROVIDE A MANHOLI: f'RAM!; (202.1.0) AND "OVER (202.e.0) BEARINS THE LI:<SEND "DAA!N-, 'I. SITE LI~HTIN~ INWJDIN~ POLE PROVIDeD BY eLec.TRICAL CONTRAC.TOR. LI~HT POLE BASES PROVIDeD BY SITE WNTRACTOR. 10. ALL ELEc.TRI"AL C.ONDUITS !WITH FULL STRINISS), PROVIDED 6'( ELEc.TRI"AL CONTRACTOR, TO BE BURIeD A MINIMUM OF 66" BeLOl"I FINISH ~RADE AND BeDDED IN SAND. TRENCHI~ AND BACKFILL BY SITE CONTRACTOR. II. 1:~I:"rnl"AI-WNTRACTOR TO PROVIDE CONTINUOUS MlETAL SI"IEEP5 AT ALL !lTILITY ElENDS. p Pole No. LO AD f-__ ---rL'-'O~,A~:DT--__1 DESCRIPTION FRAME TRIP me'T'" I"iATTS I Tr'T'" AMPS I Lv''''' X 60 % 5150 10 6 SIZE MAINS 60A MAIN BKR. LOCATION FED FROM MLO. MAINT. BLD6. EX. PNL TYPE FEEDERS A.I.C. MOUNTED DRAINAGE 5TRUC:T1JRE SCHEDULE c;e #1 RIM=4ee.2 INV. 0!IT=4e4.2 DMH#I RIM.4ee.l± INV. IN (E)=4t14.0 INV. IN. (NE)=4e9.2± (EXIST J INV. OUT=4e9.2± (EXIST.) NooD 1-1/4 ·C, 4--#4 + #86 10POO SURFACE N/F ~ lAASS PROPERTY Si1lV/CCS 0ffD BOOK 14310 PA.GE 567 TAX U/II' K8 BLOCK 1 LOT 18 \ I I SILTPENc.E;:-'\.: I 1"I.iHAY13ALE5 'I .... (rYpJ Ifl I~ ,1 7+~~ , OAtI-' 1 I I I I I I I I I SGH.60 PVC DIREc.T flLR(, 5-#a + #106 H/F PHIlliP J •• & PAULA M. PRErnJN O£ED BOOK 9496 PAGE 418 TAX IrMP X8 BLOCK t t.01 15 ,...51EE ENL.AR6ED 9' PAATPLAN , o N/F GEORGe & .lEANNrrT£ SCHMIDT TRUsrrrS OF GEORGE SCHMIOT DEED BOOK 9590 PAGE: 409 TAX MAP 1(8 BlOCK 1 LOT 13 '--If-I' SGH.60 .,dr.'" DIREc.T ...... :T./J :>-lID + ""'" .J-.'I>--E -E MARK A. & '%!r J. SCHMfDT D££D BOOK 11"20 PAGe 481 TAX MAP XB BLOCK 1 LOT 12 o w \ --,' _--i \ " I ---/, --If c --11 BAYSEPARATOR ""-'17-_~ PULL 'TREAlMeIT ~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~ISYSTEM~E r IN-LINE WIlt! EXIST. LIGHTING FIXTURE SCHEDULE ON) ANTIGIUE STREET LAMP OR APPROVED ANTIQUE OAH STREET LAMP OR APPROVED ANTIGIUE 0/>5 STREET LAMP OR APPROVED KY65 1505 Ma6 ACS &RB 208 ANBK t CENTURY OAK SER.IES POLE PX WI2 XX F4 ANBK Klo'I35 I50S MOIS ACS &RB 20tl ANBK HS 4 CENTURY OAK SERIES POll: PX COl2 XX F4 ANElK KW35 1505 MOS ACS SR5 208 ANBK 4 CENTURY OAK SERIES POLE PX WI2 XX F4 ANElK LIGHTIN6 FIXTURE NOTES I. ALL LlIOHTIN6 FIX11JI<I5 5HAl.I. 6E EGUIPFED l'IlTH ENERISY SAVINIS TYPE LAMPS AND 6ALLASTS. 2. HP5 LAMPS 5HAl.I. BE 6A5ED ON THE GUAUTY AND RA TINIS AS MANUFACTURED 6Y VENTURE Ll6tlTINIS "ENERISY MASTER' SERIES 5500K LIIOH-nNIS. "ENE!<6Y MASTER" SERIES 4000K. Ol. ALL L11OHTlN60 FIX11JRE SUBSTITUTIONS SHALL PROVIDE PHOTOMETRIES AND ILLUMINA TIOH LEVELS EGIIJAL TO SPEGIFIED Ll6HTIN6 FIX11JI<I5. 4. ALL Ll6HTlNIS FIXTIJRE 5U6smUTIONS 5HAl.I. PROVIDE AESTHETIC APPEARANCE !'WAL TO §l?EC;II=IEIJ L/§liTIN§ FI~ IN mE Of?INIO~ OF TfiE ~TECT. 5. ALL U6HTlN6 FIX11JI<I5 SHALL GlUALIFY FOR UTILITY POf'IER COMPANY'S HliSHEST AVAILABLE F1fBATE. 6. ALL COLOR SELECTIONS 6Y ARCHITECT, UNLESS NOTED O_ISE (\)No). LEGEND SYMBOL o DESCRIPTION NEW POLE/ LIGHT FIXTURE ASSEMBLY. LETTER INDICATES lYPE NEW POLE/ LIGHT FIXTURE ASSEMBLY, LETTER INDICATES TYPE NEW HANDHOLE NEW PHOTOCELL NEW TIMECLOCK NEW PANELBOARD 120!20BV-3¢ EXISTING PANELBOARD NEW 1 "U.G. SCH.BO PVC DIRECT BURY 3-#6 + #BG HPS HPS 208 208 20tl ITI<'AT'JITltlhlAI LANTERN FIXTURE, TEXTURED BLACK POL '(ESTER POI"IDER 11'/>., T FINI5H, ClEAR SMOOTH ACRYLIC LENS, TYPE 5 DISTRIBIJTION 6LA5S IREI'AAC;TOR, MOUNTIN6 HEI6HT 14'-6" TO BOTTOM OF FIXllJRE ON 4" ROUND POLE, SEE L16HTIN6 FIXTURE NOTES. ITRJIT'JI11tlNAI LANTERN FIXTURE, TEXTURED BLACK POLYESTER POI"IDER Ir/>,.TFINI5H, ClEAR SMOOTH ACRYLIC LENS, TYPE 5 DISTRIBUTION 6LASS IREeRA.CTC)R HOUSE SIDE SHIELD, MOUNTIN6 HEI~T 14'-6" TO BOTTOM OF Iro~ .. V'OC ON 4" ROUND FLUTED POLE, SEE L16HTlNIS FIXllJRE NOTES. LANTERN FIXllJRE, TEXTURED BLACK POL '(ESTER POI"IDER Ir.tlJITFINI5H, ClEAR SMOOTH ACRYLIC LENS, TYPE 5 DISTRIBUTION 6LA5S IREFR.'ICT,OR, MOUNTIN6 HEI6HT 14'-6" TO BOTTOM OF FIXllJRE ON 4" ROtJNDII ,r-LUICU POLE, SEE LI~TIN6 FIXTURE NOTES. EXIST. PNL. NEI"I_~ 60A/5P 1-1/4"C, 4--#4 + #86 I NEI"I PNL tlPPS11 I I I I I EXIST. MAl NT. 6L~, NEI"I I rlMECWt::.I( ! -. - - -FLOOR ---------______ ..J 6ROUND ACCORDIH6 " M.E.C. ARTIC;LE 250 POV'i:R RISER SCALE: NTS 1-1/4 "C 4-#4 + #1)6 EXISTINS XOOA 120120BV-I<P ~ PPS PANELBOARD, PROVIDE AND INSTALL - (I) 60A/5P CKT. BRKR. FOR PANELBOARD "PP5", VERIFY MANUFACTURER! BRKR. TYPE IN FIELD NE"" 4 POLE TIMECLOCK ENLARGED PART PLAN SCALE: , /4"=" -0" PIPE AND REPl..ACE PIPE AS NffDEj) I' SGH.60 PVC--.... DIREc.T J3UF<Y, 5-#h + #6\S I' SGH.60 PV(~..." DIREc.T flLR(, 5-#h + too .. • 6' 4> DI PIPE \/" ", \ , " / GRAPHIC SCALE ( IN FEET ) 1 Inch = 30 It. REMOVE CATCH BASIN FRAME AND 6RA TE AND REf'l.Ac.E i'IITH DRAIN MANHOLE f'RAM!; AND COVER (AD-1J5T COVER TO FINI5H 6RADE) r--'r-"""·12' 4> PIPE. 5=2.0% BASIN ffi (rYpJ \gl I' SGH.eo PVC DIREc.T BIJRY, 1HI6 t #6\S ------+"'::+-+1· SGH.60 PVC DIREc.T BIRY, 5-#a t #106 ..... -- o-sr I; -,..=~ /~~ ,:J f!Ht __ sr __ ~ ST _ ;;,,--J/l, : 1/ IFfffi=;r;;~'i;Jl1 w mm~1 SITE UTILITY AND LIGHTING PLAN SCALE: '"=30' • ARO-IIiELIS EN6JNEERS INTERIOR OESIEiNERS PROJECT MANAEEMENT 430 MAIN STREET AEAWAM. MA 0 I 001 TEL.413.7BB.9B00 FAX.413.7B5.B599 STAMP: SCALE: ,"=30' PROJ. NO: 08-2046 DRAWN: JS/RTW CHECKED: R1l4/DCG DATE: 01/23/09 FLE NME: \CIVIL\DWG\C.3 REV: REV: PROJECT 1TTlE: AGAWAM HOUSm AUTHORITY ROADWAY PARKm RE-DESIGN t.£ADOW BROOK MANOR AGAWAM, MA DRAwtIG: SITE UTUTY & UGHTNJ PLAN SI£ET: C.3 I Ii CHf-4 \ \ \ , aHt-B \ lCHI-7 \CHJ-a • CHr-9 \ • rJfI-l1 • C1-11-f2 \ \CHJ-rJ \ \ • em-Is \ I I IOO--FOOT~ / RIVERFRONT ~ AREA I I I I I I I I I \ , , \ \ \ \ \ \ \ , , \ , \ \ \ II , I \ I " /" I I I I / I /200-FOOT'~ ·IIF'-' RIVERFR9NT / A~/' 1 /' /' jIWA-.. ( 1 \ "- \ ' ". I '10>" I. I '1' I ... , .... ' I I I I I I I I I IIFA ... ·I I I / . I II I I . I I 111'",,,; I I \ \! ) ·ll . I ~ ; \ r I I \\B RIM=485.5 , "'A-I~~l: , RAISE COVERS TO+~====~tlt=:1 FINISHED ",RAPE I \ \ CHI-16 \ \ an-v \ \an-f8 \ Cffl-~ IOO-FOOT--_.4\ I"lETLAND 1 I3l.I"FER I t4INTAIN EXSISTING r(iM ELEY ATIONS AS POINTS @ / /' I I / ~nf-t~~~-I--Ll~ /1 CB RIM=4855 --',\..\, \ CH2-5 I I I I / / 1 / / I 1 I I , , I . , \'" ~~~~:: '<f.\,' ~DMH RIM =4885± o -----, o o .- / / I \ ~ / 2-5TORY ~8UILDI~ t1'TE·-1'Io.2i "- o ) '0/ 12' I Ji'i:.1 VI ! I c / c/ / / / \ ." 0\ \ /' ---/" ----~------ /CH2-a I. REFER TO DRAYiIN60 C.2 FOR ADDITIONAL ISENERAL NOTES. 2. AD-lJST ALL CASTIN$S AND UTILITY 5TRUC.TURE5 TO REMAIN (YiITHIN THE LIMIT5 OF 1'iORK,I TO THE NEI'i FINI5H 6RAPE, UNLESS NOTED OTHfRYolISE. S. 5TABIUZATION AO ALL SLOPES 6REATER THAN 5.1 MAY REGiUIRE PLAC.EMENT OF COCONUT FABRIC UNTIL VE6ETATION HAS BEEN ESTABLI5HED. CONTRAc.TOR 5HALL PROVIDE SUCH STABII_IZATION, OR AFPROVED EG!JAL, IF REGlUIRED. ----------' STREAM MEAN CHI-22 • ANNUAL HIe>H • I'lA TER LINE / tCH2-4 . . " 'CH2~ rt!.CH2-2 CHI-25 •• CH2-1 -.- "-" "-I "-"-A; I AREA \ , 1 / ,-J J SITE (sRADIN(s PLAN SCALE 1"=30' o "-" "-\ "-I "-" "-") \ , 0' I I I ~ \ '(po> \ \ \ \ \ '0 \ \ \ \ / \ \ , , ) \ \ ) I ~ I : I : I / : I Q 1 ; I -/ \ ------------I / / ; #1; / -:----....J! / • I ~ I / I I °00 ----...1 ___ 000~'-I--. a ::: -0~'~0~'if~~~::: • -t:l!:--.. ----~ -----~_:::-_J I ----,g> • / • • 1 om fAX A I ~~I / / / I / / / GRAPHIC SCALE .., I ~ ~ ~ I ~ ? \ \ \ ) I / I / I / RUHAN~MIR DE&! 800K 16356 PAGE 66 TAX W.P K8 BLOCK 1 LOT .. + , ~ , ----- ~r~i~i __ ~i~~~T ( IN FEET ) 1 Inch = 30 fl ARCI-IIJ EC J 5 ENEiINEERS INTERIOR OESIEiNERS F'RD.JECT MANAEiEMENT 430 MAIN SIHEEI A6AWAM. MA D1DOl TEL.413.7B5.95DD FAX.413.7BB.BB99 STAMP: SCALE: 1"=30' PROJ. NO: 08-2046 DRAWN: RTM CHECKED: DCG DATE: 01/23/09 FLE NAME: \CIVIL\C.4 REV: REV: PROJECT TITLE: AGAWAM HOUS.,G AUTHORITY ROADWAY P~G RE-DESIGN t.£AD()W BROOK MANOR AGAWAM, MA DRAWING: SITE GRADIe PLAN SHEET: C.4 ALUMINUM MANHOLE STEP DROP FRONT DESI6N CAST IN i"IALL j FRAME AND GOVER TO BE LEBARON LK-IIOA OR APPROVED EQUAL. COVER TO BE RAISED DIAM.OND SURFACE DESI6N AND LABELED "DRAIN" IN B" HI6H LETTERS cr;=======;ry ---'. :-"'------------>,-r-F'+--=-,.,.-..",...+=~BRIGK5 MAY BE USED FOR ",RADE ADJIJ5TMENTS i!! FRAME TO BE SET IN FULL BED OF MORTAR ~~ ~~ --5" MIN.- SEAL PIPE GONNEGTIONS_________. \ __ --MORTAR ALL JOINTS ...___-MIN. 0.12 SQ. IN. STEEL PER VERTICAL FOOT. PLACED ACCORDIN6 TO AASHTO DESI",NATION MI'!'! I -"3 BAR AROUND 0PEN1N65 FOR PIPES Ill" DIAMETER AND OVER, I" COVER .----FLOOR OF STRUCTURE TO BE HEADERS LAID FLAT i~ ; _~ __ ~~~=====::!~~?t~1~Ern£~~1r---BRICK CHIPS AND MORTAR OR CEMENT " CONCRETE CLASS "A' (IF HAND MIXED PROVIDE ''\/'' OPENIN",S ~~--..;,.,~~~----l SEE LATEST SPECIFICATIONS) '-----"-INVERTED ARCH I'IITH - - ::.: 'l: - 1112' HIN. - I" CLEAR • 5' HIN . '~ #. '5 BAR I" HIN. - 1"\ • ") I" CLEAR 5'-0" (8'-0" FOR VAN) ~ 4" (l.i) YELLOl'!- PAINTED LINES I 5'-0" I 10'-011 ,"R CIRCLE ED6E OF PAVEMENT 18" /OJ-O" PIPE OPENIN",S TO BE --./ PRECAST IN RISER SECTION BRICKS LAID ON ED6E HANDICAP STALL TYPICAL STALL NOTE, HANDICAP SYMBOL PAINT SHALL CONFORM TO STRIPIN", PAINT AS SPECIFIED. - 'TYPICAL DRAIN MANHOLE MANHOLE JOINT DETAILS ('3 SCALE: N.T 5. SEE NOTE ~B ~~';J; ~~~'l'"======!:1~I'I~RA~P-AROUND STEEL , RESTRAIN/NO, LOOPS - EXTEND INTO BANK I. THRIJ5T BLOCKS ARE TO BE OF BPOO PSI pI AN VI"'IAI MIN. CONCRETE OR OTHER APPROVED MEANS, lor' ~1 OF SUFFICIENT SIZE AS APPROVED AND SHALL EXTEND TO UNDISTURBED SVITABLE \t.1&---~·~~Z~I~ CLAMPS I'IITH i!1 CONCRETE ENVELOPE MATERIAL. 2. CONCRETE IS TO BE KEPT CLEAR OF ALL NUTS, BOLTS, FLAN6E5 4 JOINTS. B. KEEP THRIJ5T BLOCKS SEPARATED BY A MIN. OF b". KEYED TO BANK I'IRAF-AROUND STEEL RESTRAININ", LOOPS IN CONe-RETE KEYED TO BANK. RESTRAINED 6ATE BEND SHOI'IN. I:1.fV AriON VI5't SCALE: N. T5. 2'-6/1 ASFHAL T PAVEMENT SEE DETAIL CONGRETE COLLAR PLACE ~ if AROUND VALVE BOX ~ • • r'\,----HYDRANT SEE SPEC PRIOR TO FINISH PAVIN",. !!l ili SEE CONC. COLLAR~======~m:F==~===I~f=====fi===;! DETAILS ASPHALT CURB VALVE BOx---l11 b" VALVE =-~--___ J~~ TYTON JOINT ~~----.-----~~ ME",A-LU6\ MEo,A-LU", RESTRAINT'l RESTRAINT NOTE, I'IHEN HYDRANT IS ON THE END OF THE LINE "ME"'A-!..U6 RESTRAINT" REQUIRED ON PIPE UNTIL 21' 0" OF PIPE ARE RESTRAINED (PRIOR TO REDUCER). HYDRANT TEE &" D.I. NIPPLE PE x PE 7i PLACE 1/2" G.Y. MIN. HASHED OR BROKEN xc' " STONE AROUND ":?'~.:\ HYDRANT DRAIN :~:<.;~\<i'" ,j:;:~.J)i:~I l'!HERE I'IORKIN", SPACE IS LIMITED, AND APPROVED BY D.P .1'1., M.J. SHOE HITH RETAINER ",LANDS TO BE USED HERE HYDRANT DETAIL SCALE: N.T.S. INITIAL BACKFILL---i HAUNCHIN6 ~ BEDDIN", --l:;: • '" PLAN SCALE: N.T.S. ~1JV",OR PAVEMENT (SEE SITE PLAN) c--i'?7''-l'IARNIN", TAPE (PLACE I'IITHIN IB" OF BOTIOM OF PAVEMENT OR FINISH ",RADE OF LAI'IN) ___ BR. .. GE OR BAnER TRENCH I'IALL5 AS REQUIRED FOR STABILITY ___ ,-----,f----MAXIMUM TRENCH I'IIDTH AT TOP OF PIPE=0.D.+2 1/»',\-,---PIPE AS PER PLAN - - - --¥.;¥;:..4, SEE SPEC FOR CLASSIFICATION ~ .-. - COMPACTED 5VB6RADE OR UNDISTURBED MATERIAL ~Hnl . CONC. TOP COURSE q" NOTE, BEDDIN6, HAUNCHIN", AND INITIAL BACKFILL SHALL BE SAND/&RAVEL HITH 100% PASSIN", A I" SIEVE COMPACTED TO '15% (MII'V PROCTOR DENSITY, AASHTO T -4'! OR CRUSHED STONE. SEE SPEC TYpicAL TRENcH DETAIL SCALE: N.T.S. . CONGo TOP COURSE q" SECTION C-C GATES SECTION A-A MANHOLES NOTE, CONCRETE COLLARS ARE NOT REQUIRED FOR TYPE "C" OR "CL" PRECAST CATCH BASINS 10 CONCRETE COLLAR DETAIL SCALE: N. T5. 2" HANDICAP STALL N.T5. 2'-25,$" 12'-2 518" 2" 2' 2" 10 11'6" 10" 10 :!)(6" 10' I" . ". .. . .~ , ;", , " .~ •• d-. " .. ;0': . LL Jr-'. . .... ~' • : d '. , . : U U I " 1'-0' I 2'-8514" ,I 1'-0" I ' " SEGTION A - A 8 TYPE 'A" o,RATE / _8 TOPVIEH USED I'IITH &RANITE OR CONCRETE CURB 2"-j..j...,~ -H-~2' ~11::)[D 11i61 !!J~.:"'. ~ It·[ ~- I I ,IB/lb", ""' 1'-011 I 2'-1 3/8'j~ USED I'IITH BIT. CONC. CURB SEGTION B - B NOTE, TYPE "c" CATCH BASIN DESIGN NOTES, NOTE, ALL CATCH BASIN TOPS ARE TO BE LAID LEVEL. I. CONCRETE 4000 P.S.I. , 2B DAYS. 2. REINFORCEMENT, #4 RR BAR B. MADE TO STATE AND TOI'IN SPECIFICATIONS. 4. 1'IE16HT, APPROX. 1100 LBS. CATcH BAsiN TOP DETAIL SCALE: N.T's. ,---1-1/2' CLASS I BIT. CONC. PAVEMENT TOP COURSE TYPE 1-1 ,.---2" CLASS I BIT. CONC. PAVEMENT NOTES, BINDER COURSE TYPE 1-1 &" COMPACTED 6RAVEL BASE b" COMPACTED SAND AND &RAVEL ~ COMPACTED 5VB6R.>.DE OR ----...... UNDIS1lJRBED MATERIAL ......... I. APPLY NEl'! PAVEMENT OvER EXISTIN6 BASE MATERIAL COMPACTED PER THE SPECIFICATIONS. 2. THIS DETAIL APPLIES IN AREAS I"/HERE NO PAVEMENT PREVIOUSLY EXISTED, CHANGE IN ELEVATION REQUIRES ADDITIONAL BASE MATERIAL OR UNSUITABLE EXISTIN6 BASE MATERIAL HAS FOUND. BIWMINOUS PAVEMENT SECTION SCALE: N.T5. FIN. ",RADE OR GR.>.5S . . ~ • . '. ... ,4 HANICAP SYMBOL SCALE, N.T 5. 5'-4ft A , .' 4'" of .,.-.. -", ,_ . ~ .' '.. . I I I I I " .. . :.. ".,-. <I" ... " 1...:--__ .. :-. ..,.......,..,!f..,.,..... ~.-,.I. ... ..... . '" ' .' ;." . li, " . A NOTE, ALL CATCH BASIN TOPS ARE TO BE LAID LEVEL. I ./ : \t UGER -4 ~ I' .. · .. I R.ED RISER 5' V • \) . ' - A5E " " ~ ..... f. I ~·t . . I · . P.V.C.TEE~ APPROVED EQUAL " 5 " r-- -5VMP • 4 X PIPE . DIA. OR 4B" FOR ~ PIPES IB' OR LESS' . · . " . , I.", .. . 3'-0" '" , · ' .. .. " .;- :' ,. " . . , ~:'-.. ..... ..... '. " . " . q" 4'-4" .r--t-2'R. • '" SCALE: N.T 5. FIN. ",RADE -PAVEMENT COMPACTED GRAVEL BIWMINOUS BERM SCALE: N.T5. ARCHIIELIS ENEiINEERS IMERlOR OESIEiNERS PROJECT MANAEiEMENT 430 MAIN SiAEEi Al3AWAM. MA 0 t 00 1 TEL ,413. 7B6. 9600 FAX.413.7B6.B599 STAMP: SCALE: AS SHOWN PROJ. NO: 08-2046 DRAWJIt RTM/JS ctECKED: DCG/RTM DATE: 01/23/09 FLE NAAE: \CIVIL\C.5 REV: REV: PRO.ECT TITLE: AGAWAM HOUStiG AUTHORITY ROADWAY PARKtIG RE-DESIGN M:ADOW BROOK MANOR AGAWAM, MA SITE DETALS SHEET: C.5 HANDHOLE 6ROUND LU6 INSIDE OF POST ----r~ rT'VU:: COVERS AND ANCHOR BOLTS (ALl6NHENT AND SIZE PER POLE MANUFAc; TURER) rNC)N-S>HRltlK 6ROllT )._-t-4=i~~(;f:;~:(~RUBB~ ER FINISH) 6" IN 6RAsS AREA, 3/ CHAMFER (TT'P) IN PAVED AREAS NOn:, ~~'" DIAMETER CONCRETE BASE I" SCH.80 PVC DIREcT BURY BO' BELOH 6RADE (HINlHlJIvI). #5 RE-BARS, :-UND'ISTIJRBI:D OR COMPACTED TIES AT 12" O.C. I. REINFORCING PER ASTH MI5 GRADE 40 OR 1'>0. 2. ALL GROUND LEAOS MUST BE CO"'I'U:G TED TO .:;novttD L.I,X; SY ~ • .:;.. IH POGT IOlAGE::::. LI6HT POLE BASE DETAIL SCALE: NJ S. 2'-B" COURSE A66RE6An: HIN. 6" THICK ON FILTER FABRIC (3" HIN. BELOH AND ABOVE EXISTING &RADE) 1 ,;s;~.9:(;' 12' MIN. 'J 10'HIN. NOn:, ALL ENTRANCES SHALL BE MAINTAINI:D IN A CONDITIO'" THAT HILL PREVENT TRACKI"'6 OR FLOHIN6 OF SEDIMENT ONTO PUBLIC RI6HT-OF-HAY5. THIS HAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOlIT OF ANY MEASURES USED TO TRAP SEDIMENT. WNSTRUTION ENTRANCE DETAIL SCALE, NJ S. I ~U5E NON-GORR05IVE BI8 HACHIN!: BOLTS fi'IITH I I . I HASHERS, 2 PER SI6N I -I L : ~ ALUHINUM 516N PAR SIZE ..---::i ---.r-AND CHANNEL HEISHT I ~-r- VART' 1----6ALVANIZED Sn:EL U-SHAPED--J CHANl'U:L 51DE POST II II II WNCREn: HASH CAP PAINTED 'fELLOH fi'lITH MATTI: FINISH --..." , f>' DIA x 114' 5TEEL TU6E-__ JI BOLLARD FILLED fi'IITH CONC. ., . AND PAINTED YELLOH II' 51TE GRADE SURFACE OF-_____ PAVED AREA H .. 1 ~. .. '. u><> 24'4> CO"'C. FOOTIN6 __ '-I~:':j;,k·f~.:)~·] ~ r·,d· .1'1 j -'---__ U ~U·~i.~T--1 ---.:-:+ SI6N fi'llTIlIN LAfi'IN MEA SI6N HITIlIN PAVED N<EA NOTE, I, IF A SECONDARY 516N IS MOUNn:D BELOfi'I A"'OTHER SIGN, THE MAJOR SIGN SHALL BE INSTALLED AT LEAST f>-FEET AND THE SECONDARY SI6N AT LEAST 5-FEET ABOVE THE LEVEL Of PAVEMENT. SI6N MOUNTIN6 DETAI (,2 SCALE: N.T.5. ~ 14'-b" TT'PIC.AL FIXTURE HEI6HT ABOVE FINISHED GRADE COVERS SEE 5PEc.IFIC.ATION FOR LIGHT FIXTURE ___ -COORDINATE POI.E HEIGHT "'ITH 6ASE HEIGHT FOR REQUIRE!:> FIXTURE HEI6HT * . .____--ALUMINUM POW:; ~-ACCE55 PANEL. ,----LIGHT POI.E 6ASE 6'1' G.c.. COORD. I'll DIV. 16 SCH.f>O PVC 4 "'IRING ffi f"'---CONc.RETE 6ASE • NOTE, LIGHT FIXTURE AND POI.E 6'1' ELEC.TRIC.AL CONTRAC.TOR, :2 LI6HT POLE DETAI (,2 SCALE: NJ S. 10'-0' 11AX. FILTER FABRic -----I /---HAY6ALE -.~ FLOfi'I- ~+--5TAKE fi'IOOD POST----- PLAN VIEW FABRIC No. q GA 211 MESH TYPICAL 2"x2' NOM. HARDl'looD POSTS e'. Of:,. FILTER FABRIC (MIRAFI~ ENVIROFENGE OR EQUAU ATIACHED TO POST5 PER MANUFACTURER'5 REQUIREMENTS TYPICAL 2"x2" NOM. x~' LONE> STAKES (2) PER BALE rHAY6ALE5 / BUTI TI6HTLY ~:H'4---: T06ETHER FLOH - .' . y,; I I I BURY BOTIOM ED6/-jfi-: OF FABRIC 6" MIN I I oNIN. Il' j SECTION 1'-6'11IN. UNDISTURBED MATERIAL SIL TFENCE YiITH HA YBALES SCALE: N.T S. J..,-FAEIRIC No. q 6A. 2" MESH r---~-I 5/e"4>TOP RAIL DRAINAGE 5TRUCTURE 4 (,2 HAY6ALES BILETn:D TI6HTLY 2" x 2" x 2'-6" MIN. STAKE 2 PER BALE MIN. INLET PROTECTION B"4>TERMINAL AND GORN!:R POST5 I 5/f>"4>TOP RAIL TIE5 @ 2'-0" O.C.(HAX! TIES @ 2'-0" O.C. (MAX! ~I-SEE 6ATE DETAILS ~L"WLII,~~p~os~T~5~liliil~~~ .[ , :l' '" 6ATE POST TIES @ 1I-o"O.C. .. .. B18' TRUSS ROD DIAcSON,"l' r.!.j'V".l' TI:N5ION "'IRE ~ ~ :.1 BRACE RAIL 4 TRUSS ROD '-2!'500 P.S.I. CONG. ....L-='=:-t ';. TYP.@ CORl>lER 4 END POST .1 ~MIN. (TYP) ....i..~=-t!1 E 1'-4'oI>CONC... 'L-IO"~WNG.o ..---I'-4"~NC," "" :t , :l' - _I--"-,--,+--CWRNER POST5 LlIE POSTS I "1 CORNER P051'5 1'-0' I1IN : 'I HANDICAPPED PARKNG ~ SPECIAL PLAlE REOIIlED. lI'oIAIJ1JiO!'l ';9iClE$ TT'PE ALUMINUM 516N COLOR6LUE 6 CHAIN LINK FENCE DETAIL (,2 SCALE: N.TS. FIN.6RADE- OF 51DEfi'lALK • ':t ~ 2500 p.s.I..-±-::±:±i<I:l,':l GONG. MIN. (TT'P) -1/2" PRE-HOLDED JOINT FILLER 4 CAULKIN6 I' --'--<_--"'IDTH OF PAVIN6 AS SHOfi'lN ON PLAN P05TS 4"4>6,0. TE P05T~' UP TO 12' &ATE?; 6An: 12'+ TO 20' MAY BE PB.4OVED AT ~ Owta!'S EXPENSE ~ REFLEGTORIZED fi'II-IIn: -FIN. 6RADE -PARKINS LOT / ___ -I"R. ~~--~~~~~~~~~~ •• t 9 !is l: , ':t I!) Z :f 5> ... NOTE, $ 300 F~NE ~ - ~ - /1,1/1 " II, , \ IIII I 1 , 1 1 1 , 1 , 1 , 1 , ~ --nr 1 , 1 , 1 , 1 , 1 , L __ .J D. P.W. BREAKAfi'lAY 5T PO FINISH 6 RAOE THE HORDIN6 'VAN ACGESSIBLE" SHALL BE ADDED TO THE 516N FOR THOSE HANDicAP 5TALLS SO DESIGNATED. HANDICAP 516N SCALE: N.TS. ," ~ ~ c:-------~--'--~ • ~ 1> 6' .' . 6' • h-r-h'TT'TT'TT'TTn I I I I I I 6' CONCRETE CURB SCALE: N. T.5. ~/e" TRU55 ROD , DIA60NAL SI '. (TYP. @ ALL ... FABRIC No. q 6A. 2' ME5H #1 TENSION fi'llRE ~"4>GATE POSTS 4"4>GATE POSTS UP TO 12'-0" 6ATI: 6ATE ,'GATI:S) l....l. I f 12·~c.oNC. --1--121-0"+ TO 201-0. rr-=-1'-4'~WNC." -I--"-,-"-+--CORNER POST5 I CHAIN LINK FENCE 6A TE DETAIL SCALE: N. T S. 4' CONCRETE SIDEfi'lALK 5LAB REINF. W6"x6'-fi'(2,qxfi'(2,q fi'I.fi'I.F. 8" MIN. COMPACTED 6RAVEL BASE ,.4 . ',' ~: CO"'TRAGTION JOINT EXPANSION JOINT 20'-0' ON cENn:R CONTRACTION JOINT AT 5'-0' ON CENn:R BETfi'II:EN EXPANSION JOINT5 .' . . •. ...t. _ . . ~*-:-*~*-"";*~'*~.*":"""*'~. . .,' ," . _. . • 4'· -.• STOP W.fi'I.F. AT JOINT FILLER II 51DEYiALK SECTION (..e SCALE: N.T.S. EXTI:ND TO 114 -5LAB THICKN!:5S . <I', .. 1/2" JT. ' PRE-MOLDED '§~","*,'r-EXPA"'SION JOINT FILLER EXPANSION JOINT 12 JOINT DETAIL SCALE, NJ.5. ENEilNEERS II'IITERIOR OESI6NERS PRO.JECT MANAEiEMENT 4:3C MAIN STREET AEiAWAM. MA. CICCI TEL.41:3.7B6.960C FAX. 41:3. 7B6. B699 STAMP: SCALE: AS SHOWN PROJ. NO: 08-2046 DRAWN: RTM/JS CI-ECKED: DCG/RTt.t DAlE: 01/23/09 FLE NAME: \CIVIL\C.6 REV: 03/04/09 REV: PROJECT llTLE: AGAWAM HOUStiG AUTHORITY ROADWAY PARKtIG RE-DESIGN t.t:ADOW BROOK MANOR S1 WRIGHT STI1EE I AGAWAM, MA SITE DETALS SHEET: C.6 1"x4' H. DOOR OPENING FOR ANGHORAGE AND HIRING ACCESS (2 PER POST) LIGHTING FIXTURE 5GHEDULE ANTIGI.e 0N3 STREET LAMP Ki'e5 1505 MOO ACS 6l<3 20(> ANBK OR • GEN11JRY OAK SERIES PO!.E AfPROVED PX WI2 XX F4 ANBK ANTIGI.e OAH STREET LAMP Ki'B5 1505 MOO ACS 6l<3 20e ANBK H5 OR • GEN11JRY ON( SERIES PO!.E AfPROVED PX WI2 XX F4 ANBK ANTIGI.e 0/>5 STREET LAMP Ki'B5 1505 M06 AC5 GR5 20e ANBK OR • GEN11JRY OAK SERIES POLf AfPROVED PX WI2 XX F4 ANBK ~-b" IN GRASS AREA, 30' IN 1-+-'1...--PAVED AREAS 20e IlRADITlcJNAL I.AI<TEFIJol FIX11IRf, TEX11.I<ED BLACK POI.:,1:5lER P~ FINISH, CLEAR SI'COT}I ACRYLIC 1..EN5, TI1'E 3 DIS1RlfllTICN o;LASS 1_rw;·TQR.HCtJNTING HEIGHT 14'-61 TO BOTrOM OF FIXTUI<E ON 41 ROUND 1FlV11~ POLE, SEE LI<SIITIN<& FIXT1JRE NOlES. h".,nmONAI I.AI<TEFIJol FIXTURE. TEX11.I<ED BLACK POL YE51ER POWDER ANISH, "LEAR SMOOTH ACRYLIC. i£N5, TYPE B Pl5TRIWllON GLA55 I",;,;~':,: HOIJ5E sire SHlav, MOIINTlN<& HEI&HT 14'~' TO BOTTOM OF IF! ON 4' l<CIJND FI..1Ira> PO!.E, SEE LI<SllTlNo; FiXnI'E NOlES, IlRADITICJNAL I.AI<TEFIJol FIX11IRf, 1t'X11JREO BLAGK POL YE5_ POWDER I C!.fAR SMOOT}I ACRYLIC !.ENS, TI1'E 5 DlS1RJflIIfION 6LASS 1_rw;'TQR.I1:liJNTIN6 HEI_ 14'~' TO ElOTTOM OF FIX11JRE ON 4'l<CIJND POLE, SEE LI<SIITIN<& FIX11JRE NOlES. Ll6HT FIXTURES N/, MASS PROP£RTY ER\IlCES 14JlO PAGE: 587 ~ BLQCk 1 LOT 16 \ I .25 GRAPHIC SCALE ( IN FEET ) I Inch = 30 ft. N/F PHWP J .. & PAULA M. PR£STCN VITO BOOK 9496 PAC£" 418 TAX MAP KB BLOCK 1 LOT i5 \ o /PIN {FHD} OM 40T \<\U£CO 296/4/1 rj"0AH \ • GRASS I N GEORGI:.' & JEIINNETT( SCHMID TRUSTEES OF GEORGE SCHMIDT DEED 8001< 9590 PAGF: 4()9 TAX MI1P 1<8 BLOCK 1 LOT 13 1 o 0 I I J OM 0 N/F MAR/{ A & AMY J. SCI/MIDT DEW eoOK 11420 PACE 48~ TAX MA? KB BLOCK r ,-or 12 , I , I \ • " 1 " 0 Q 0 q . . 0 * .25 ~ , 01,1 -------• 11----- ---00 4J ------ .20- 4J ~ • I 1 I I , I I • 1* -- - ~- -~ % ! -... I * I I P 1 1 I 'if I ) .. ~5--~~_~ __ ~~~~_~_~-~~~-~-~-~~~-~-~~'~~o~.2~~~~-~-~~,~~~~,~~l_J ___ --- SITE PLAN SCALE: 1"=30' ENGINEERS INTERIOR DESJGNERS 430 MAIN STREET AEAWAM. MA 01001 TEL. 413.786. 9600 FAX.413. 786. 8699 STAMP: SCALE: 1-=30' PROJ. NO: 08-2046 DRAWN: JS Cl£CKED: RTM/OCG DATE: 01/23/09 FLE NAt.E: \CIVIL\OWG\C.7 REV: REV: PROJECT TITLE: AGAWAM ~ AUTHORITY ROADWAY PARKtJG RE-DESIGN M:ADOW BROOK MANOR AGAWAM, MA DRA~ UGHTftG CALCULATION PLAN SHEET: C.7 I. SEE SHEET C.I FOR DEMOLITION NOTES 2. SEE SHEET C.2 FOR ':'ENERAL NOTES, SURFACE FINISH LE",END AND SI6N 5c.HEDULE. 3. SEE SHEET C::> FOR UTILITY NOTES, LIc:.HT FIXTURE NOTES AND SCHEDULE AND LE6END. 4. EXISTIN€> e" HDPE PIPE CAN BE REUSED (SEE DEMOLITION NOTES!; HOHEVER, THE SLOPE OF THE PIPE MUST BE ADJUSTED AS NOTED IN THE DRAINAc:.E SCHEDULE. ALTERNATE DAAINA~E STRlJC,TURE SCHEDULE C.6 #2 I':IM=4alh INV. OUT=4a5.2S C.6 #B I':IM=4a1h INV. OUT=4a5.2S DMH #A (EXIST) I':IM=4a1.1± (EXIST) INV. IN (N)=4a5.0 INV. IN (1'{)=4a5.1 (EXIST) INV. OUT.4a3.11 (EXIST) DMH #6 (EXIST) F<lM=4a1.!l± (EXIST J INV. IN !1'{)=4a4.1S INV. IN (Nf'I)=4a4.S (EXIST) INV. IN. (NE)=4a4.25 (EXIST) INV. 0UT=4a4.2 (EXIST J DIG SAFE NOTE: UTILITIES ARE PLOTTED FROM FIELD LOCATION AND AN'( RECOI<D INFORMATION AVAILAeLE, AND SHOULD 6E CONSIDERED APPI':OXIMATE. OTHER UTILITIES MAY EXIST Y'lHICH ARE NOT EVIDENT OR FOR I'+IICH RECOI<D INFORMATION l1AS NOT AVAIL.A6LE. CONTRAC.TORS (IN ACCORDANC.E Y'lITH MASS.<SJ.. C.HAPTER a2 SEC.TION 40 AS AMENDeD) MUST CONTACT ALL UTIL.ITY COMPANIES 6EFORE Exc.AVATIN<S AND DI':IL.L.IN<S. ALSO, c.ALL. "DI<S-SAFE" AT l(aee!344-1255 !I(eee)DI<s-sAFE!. GRAPHIC SCALE i i~~~T (mFEET) 1 Inch = 30 ft. . w ) J f ---------. -Q.~ 02' ~ Of A. I" 5c.H.OO PVC~-=-~r--I-t--.-:r DIRECT MY, 3-#b + #00 I 02" DlA. • o o 2' DI"-o 2-STORY MASONRY 9VILDIHG (FFE_489.8') I 5c.H.OO PVC I DIF~C. T MY. 2-#6 + #be:. .. I EXIST, I 'c, 2-#6 + #b.:. '-(~AH.H-b (EXIST/ RELOc.A 'fED) "LID. TIE TO I . CKT.H-1 i .. I TO ""':)1. CKT. H-1 '----I' SCH.W PVC DI~T BURY, 2-#6 + #6", CB #2 "' I ." \ ALTERNATE UTILITY PLAN 2-STORY MASONRY BUII.DJNC (FI'E-f89.8? SCALE 1"=30' \ \ \ \ ;' I , I f ~ :j) I I I , w' )' I DIA. ::: • ~ --------;. AL TERNA TE 6RADIN6 PLAN SCALE 1"=30' .., """"~ .• 1 w , ~ • STUMp-.. o ) ( wi ~ I ~ / I <'"> s' y OIA- I / $ / YJS 15 &1 8iE u. ~ $ ~ ..J 0:: --I \ , , GRASS I I I I AL TERNA TE DEMOLITION PLAN SCALE 1"=30' AL TERNA TE LAYOUT PLAN SCALE 1"=30' • AROiJTECTS ENEiINEERS IN1ERIDR DESI6NERS F'RD.JECT MANAEEMENT 430 MAIN STREET AEiAWAM. MA 0 I DO I TEL. 413. 7B6. 95DO FAX,413.7B5,B599 STAMP: SCALE: '-=30' PROJ. NO: 08-2046 DRAWN: RTM. JS ctECKED: DCG DATE: 01/23/09 FLE NAME: \CIVIL\C.8 REV: 03/04/09 REV: PROJECT TITLE: AGAWAM HOUStIG AUTHORITY ROADWAY p~ RE-DESIGN t.£ADOW BROOK MANOR 51 WRIGHT STREE I AGAWAM, MA DRAwtlG: SITE DEMOLITION, LAYOUT, UTRJTY AND GRADr.lG ALT. PLANS SHEET: C.8 ~-L[G[ND-- -LOCUS PROPERTY LINE -ABUTfER LINE JANIT t.f. & OO!ofALD H. COOK DW) BOOK 14fH7 PACE 20fi fAX MAP K8 BLOCK I Lor 25 .fi" \'£STERN "'ASS PROPERTY SER\I1Cf;S DEED 8001< 14310 PAGE 567 TAX IrIAP K8 BLOCK , LOT 16 --495----MAJOR CONTOUR (5 FEET) -- -496-- ---MINOR CONTOUR (1 FOOT) ~----.. -.------------.-------~----"-- -CURB LINE -EDGE OF SIDEWALK EOP -EDGE OF PAVEMENT -PAINTED TRAmc LINE ---0 -WOODEN FENCE ---OHW'----OVERHEAD ELECTRIC LINE CH!-.J ---T -UNDERGROUND TELEPHONE LINE ---W -UNDERGROUND WA TER LINE ---G----UNDERGROUND GAS LINE I ---S----UNDERGROUND SEWER LINE • cm-.f ---0----UNDERGROUND DRAINAGE LINE ~ -ELECTRIC METER M -FIRE HYDRANT <r;L -UTILITY POLE W/LiGHT o ¢ © wv l><l EOP SWL VCP PVC RCP BB DEMOLITION N01E5. -UTILITY POLE -GUY IWRE -CA TCH BASIN -LIGHT POLE -SEWER MANHOLE -WA TER VAL VE -SIGN -EDGE OF PAVEMENT -DECIDUOUS TREE -CONIFEROUS TREE -DRAIN MANHOLE -HANDICAP PARKING SIGN -SINGLE 'MIl TE LINE -VI TRIFlED CLA Y PIPE -PLASTIC PIPE -REINFORCED CONCRETE PIPE -BIT-BERM CURB \ \ [IJ REMOVE EXISTlN6 BI1\IMINOUS PAVEMENT AND Y'lALKS IN THEIR ENTIRETY TO THE LIMITS SHO\AlN. [2J REMOVE EXISTIN6 BI1\IMINOUS CURB IN ITS ENTIRETY. @] REMOVE EXISTIN6 CONCRETE SLAB IN ITS ENTIRETY. l1J REMOVE EXISTIN6 POLE AND OVERHEAD H[RES IN [TS ENTIRETY. COORD[NATE SGHEDULED REMOVAL HITH UT[L1TY CO. ~ REMOVE EXISTlN6 TREE(S) AND/OR LANDSGAPING IN THEIR ENT[RETY. ~ CLEAR AND REMOVE EX[STlN6 TREE(S), BRUSH AND VEGETATION AS REQUIRED TO INSTALL NEH ROADHAY AND ASSOCIATED 6RADIN6. CTI REMOVE, SALVAGE AND RELOCATE EX[ST[N6 HYDRANT(S), VALVES AND P[P[N6 AS SHO\AIN ON SHEET C.B. CONTRACTOR TO REESTABLISH THE BENCHMARK ON THE HYDRANT(S) TO OTHER PERMANENT LOGATION. @] REMOVE ABANDONED LIGHT POLE BASES AND ANY PROTECTIVE METAL POST(S) AND TERM[NATE ASSOGIATED HIRING BELOH THE SURFACE. GOflTRACTOR TO VERIFY HIRIN6 TO THE EACH LOGATION IS DE-EN£R6IZED. [3J EXISTIN6 SI6NAGE TO BE REMOVED, SALVA6ED AND RE1\iRNED TO OHNER. \ ~ MEAN ANNUAL HIGH WATER LINE FOR STREAM \CHI-B • CHI-9 \ ·CH1-1O I ! CHHI • aff-J2 \ \ \ • CHI-I5 \ , , laO-FOOT ------. I RIVERFRONT ----: AREA I , , I , , I , , I I I I I I .";'A-3 RIVERFRONJ- / ARE~/./ J llWA-4. 1 \ ( ./ / \ " . '", ~ , " " ""A-5, \ ! . ! I I ! I i I! "".-•• , !! BORDERIN6 ___ . , ! I V;;~TAn;p .~ _/ \ / 1 r , , \ HETLAND LINE ;' / , I \ I , \ , , \ , 1 \ \ \ \ , , \ , , ""A-70 I I \ I I \ ~I ) I ~ I • 1 1 I· 1 I ill I 1 1 ( I ~A-I) ""'-,. \ \ . I \,J. . I ~ \ I ~_, \ , \ \ 1 ". Ac1 ~A-\ fIll"; ELEV.-480.f-\ " \ I HEADWAll. \ .\. \ \ \ ~ I, \\ \ I l I ! ) r , IiQI EXISTlfl6 LIGHT F[XTURE! POLE ASSEMBLY TO BE DE-ENERGIZED AND MAKE SAFE. EX[ST[fl6 L16HT FIXTURE! POLE ASSEMBLY TO BE REMOVED, SALVAGED AflD RE1\IRflED TO OHfIER. EXISTIN6 POLE BASE AND ANY PROTECTIVE METAL POST(S) TO BE REMOVED, TERMINATE ASSOGIATED H[Rlfl6 BELOH THE SURFACE. COflTRACTOR TO VERIFY HIR[N6 TO EACH LOCATION [S DE-EflER6[ZED. '\. CHI-JS []I] EXISTING HOMERiJN I' CONDUIT AND PULL STRING TO BE REMOVED AS REQUIRED, HOMERUN TO BE RE-[NSTALLED AND SHOHfl [N ALTERflATE UTILITY PLAN. EXIST[N6 CONDUIT MAY BE RE-USED. [gJ EXISTIN6 I" CONDUIT AND PULL STRING TO BE REMOVED FROM POLE BASE. POLE BASE TO BE REMOVED AND RELOGATED BY SITE COflTRACTOR AS SHOHfl ON SHEET C.3 OR ALTERNATE UTILITY PLAN ON SHEET C8. ~ EXISTlI'l6 [" CONDU[T AND PULL STRING TO BE REMOVED AS REQUIRED AND RE-[NSTALLED IN RELOCATED POLE BASE AS SHOHfl ON SHEET C.3 OR AL TERNA TE UTILITY PLAN ON SHEET Co/). IHI EXISTING I" CONDUIT AND PULL STRIN6 TO BE REMOVED, EX[ST[NG CONDUIT MAy BE RE-USED. ~ EXISTIN6 I" CONDUIT AND PULL STRIN6 TO BE REMOVED FROM POLE BASE, POLE BASE TO REMA[N. [jQ] REMOVE COI'lCRETE HAlKS IN THEIR ENTIRETY TO THE LIMITS SHOHN. Iill EX[STIN6 CONCRETE CURBiN6 TO BE REMOVED, SALVA6ED, CLEANED AND IF NOT DAMAGED USED AT I'lEH LOGAT[ONS. [jQ] Rt:"'MOVE EXISTIN6 AREA DRAINS [N THE[R ENTIRETY. lEi] REMOVE EXISTIN6 HOPE PIPING IN ITS ENT[RETY. !m EX[STING HDPE PIPING TO BE REMOVED, SALVAGED, CLEANED AND REUSED IF NOT DAMA6ED IN ANYHAY (SEE ALTERNATE UTILITY PLAN ON SHEET C.8). ~ REMOVE EXISTIN6 CATCH BASIN IN ITS EflTlRETY AND REPLACE I1[TH NEH CATCH BASIi'! (SEE UTILITY PLAN, SHEET C.3). 6ENERAl N01E5, I. "REMOVE' SHALL MEAN REMOVE AND DISPOSE OFF-SITE IN LE6AL MANNER. 2. CONTRACTOR SHALL VERIFY Ii'! FIELD IF UTILITY LINE IS IN USE. IF IT IS IN USE AND PRIOR TO THE CONTRACTOR REROUTING THE L[NE, THE CONTRACTOR SHALL NOTIFY THE OHMER AND ARCHITECT TO OBTAIN APPROVAL OF THE RELOCATiON. B. CON]RACTOR StlALL COORDINATE REMOVAL Of LIGHT POLES AND ASSOC[ATED OVERHEAD ELECTRIC I1[R[N6 HITH LOCAL UTILITY COMPANy. \ \ CHI-f7 \ \CHI-18 \ .. CHI-fS '" CH'-~ , \ CHI-22 It C"'-sj \ DRA[NA&E~' SHALE CH2-8 / ~ c//2-4 \ CH2-e • /012-5 12" /NV. rL£V."".reO.4' laO-FOOT HETlAND BUFFER ZONE 2-sroRY mr,,,, .. ,,,,,,, ""'''''''l'Il> (m.,.489."J I-STORY MIlSONRY 8UIWlNG (m",,49O'.o,) I • I ~ -----, 2-SroRY MASONRY BU/UJING (fTE .. 489. ;,') I / 2-SltlRY MASONRY BUll..DIlIIG (FFE-490.2') SnJUp.... o I I ",\ j/{;\ vi ,{ .; if I As' '/' OJA. / / ! ~ I /'" \ $' \,/ \ 16" \ OM. , 0, 2-STORY MASQNRY 8U1LD1NG (m"469.B') '-$TORy MASONRY SUfLD/Ut; (F'ffR 489.8') I / / ! I ~ I I ~'\ / I / ~ \ ~ !,4r--_ I1Hr-__ ,j .' I \, \ / N--__ 1 ~ Hj"--__ ;' I M---_ I \ \ \ '6>-, \ \ \ I I / / ( \ ? I I / \ ) ) I I I GRAPHIC SCALE ( / / / / \ I ¢ * t \ \ \ iJ I /~- // -- /I-I Nfi" RUHA \ot..ADl .... DaD 800K 16J56 TAX MAP 1<8 BLOCK --- ~l D 'US 30 eo I ;..~ liiiiiiiiiil-I~~J ~~~~T ( IN FEET ) I Inch = 30 ft. ENGINEERS INTERIOR DESIENERS PROJECT MANAEEMENT 430 MAIN STREEr AEAWAM, M"I. 0 I DO I TEL.413. 786. 9600 FAX,413.7B6.8699 STAMP: SCALE: 1 "=30' PROJ. NO: 08-2046 DRAWN: RTM CHECKED: DCG DAn= 01/23/09 FLE NAME: \CIVIL\C, t REV: 03/04/09 REV: OS/25/10 PROJECT TITLE: AGAWAM HOUS..,G AUTHORrrv ROADWAY PARKt.lG RE-DESIGN M:ADOW BROOK MANOR 51 WRIGHT STREE I AGAWAM, MA DRAWJ<JG: EXISTING CONOmONS AND DEMOLITION PLAN SHEET: C.1 GENERAL NOTES, I. EXISTING SITE CONDITIONS TAKEN FROM PLAN OF EXISTING CONDITIONS PL.AN, SENIOR CENTER, 'l54 MAIN STREET, AGMAM, i'IA. PREPARED BY, COLER ~ COLANTONIO INC." 55 60BALA ROAP, reST SPRINGFIEl..D, MA 01040, ReVISED NOVEMEER BO, 2001. 2. EXISTING SITE CONDITIONS COMPILED FOR INFORMATION ONLY AND ARE NOT JliARRANTED TO BE ACCIJRATE OR COHPLETE. CONTRAGTOR 5HAL.L. VERIFY EXISTING CONDITIONS IN THE FIEl..D AND REPORT AI-IY DISCRePANCIES TO THE ARCHITEGT IN i'iRITING PRIOR TO COMMENCING CONSTRl.\JTION. 6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PER1"iITS AT LEAST '1 DAYS PRIOR TO COMMENCING ~ORK AND NOTIFY THE ARCHITECT, ALL APPLICABLE MUNICIPAL DEPARTMENTS, PRIVATE UTILITY COMPANIES AND DIG SAFE. 4-. PERrO""" ALL ~RK IN A PROPER, SAFE, EXPEDITIOUS AND ~ORKi'lANLIKE MANNER IN ACCORDANCE ~ITH ALL APPLICABLE FEDERAL., STATE AND MUNICIPAL LAJf'I5, CODES AND REGULATIONs. 5. COORDINATE THE SITE ~RK ~ITH ALL ~RK TO BE PERFORl"iED BY OTHERS. t,. SCHEDULE AND SEGlUENCE THE ~RK TO MINIMIZE DISR!.IPTION TO THE SENIOR HOUSING COHPLEX OPeRATIONS. ACCESS TO THE COHPL.EX FACILITIES MUST BE MAINTAINED DURING ALL PHASES OF NE~ CONSTR!.IC TION. 1. PROTECT ALL 6U1l..DIN&5, PAVEMEI-IT, UTILITIES, TREES AND LANDSCAPE ARJ::AS, ~HICH ARe TO REMAIN. RePAIR DAMAGE AND ReSTORe ALL ITEMS TO A CONDITION EGlUAL TO, OR BETTER THAN EXISTING PRIOR TO CONSTR!.ICTION. f>. PRIOR TO CONSTR!.ICTION, INSTALL CONSTR!.ICTION ENTRANCE AND ALL. MEASURES ReGiUIReD TO CONTROL EROSION AS INDICA TED ON PLAN. CONTROL MEASUReS SHALL AF: MAINTAIN~n ~t")j:;!I ,.~ Ml~ATI6l\J ~F= T~ C".oN.~,-;::Il.lC.TloM PhI,6.~S 01= TIJI";' JA!oI=tK AJ..IP UNTIL. ALL DISTURBED AREAS ARE STABILIZED ~ITH PAVEMENTS, MULCHES, OR PLANT 6RO~TH. <I. SAi'lCUT EXISTIN6 PAVEMENT AND MATCH EXISTIN6 6RADES AS ~ ON ~IN65. 10. ALL CURBIN6 TO BE BITUMINOUS CONCRETE BERJ"i UNLESS OTHE~ISE NOTED. II. ALL SIDEJIiALK CURB CUTS SHALL MEET THE LATEST TO~ OF AGMAM CONSTRl.\JTION STANDARD. 1:2. ALL WAL~YS BETI'<EEN ACCESSIBLE SPACES AND EXISTING SIDEJliALKS 5HALL BE S' ~IPE BITUMINOUS CONGReTE ~ITH A SLOPE OF e.O)\; OR LESS. I:;. ALL AREAS DISTURBED BY NE~ CONSTRl.\JTION NOT COVER6D BY 6UILDIN&5, PAVEMENT, WALKS OR LANDSCAPING 5HAL.L BE L.OAMED AND SEEDED. 14. ALL EXISTING SITE MATERIALS BEING REMOVED FROM ~ CONSTR!.ICTION NOT BEING REUSED ON SITE TO BE LE6ALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR. EXCESS TOPSOIL TO BE ReTURNED TO THE TO~N AT A LOCATION TO BE DETERMINED. 15. CLEAN UP SITE ON A DAILY BASIS AND AT THE COMPLETION OF THE PROJECT. L.EGALL Y DISPOSE OF ALL DEERIS OFF-SITE IN Ac;coRDANGE I'IITH ALL APPLICABLE LOCAL, STATE AND FEDERAL.l.Al'I5 AND ReGULATIONS. SURFACE FINISH LEGEND BlTUMINOU5 CONCRETE PAVEMENT BITUMINOUS CONC.ReTE k'lALKS N.T5. BITUMINOUS BERM SEEDED TURF tiTS. CONGRETE CURB CONCReTE SID~K secTION M \Q]7 till \Q]7 m \U7 DESCRIPTION ROADSIDE SEED AREA SAME AS 0 ABOVE ~ITH DIFFEReNT SEEP MIX SIGN SCHEDULE DESI6NATIOft TEXT, o STOP RH <§> ONE ~y R6-2 o DO NOT ENTER 1<5-1 <8> TI10 HAY TRAFFic 116-3 NOTE, PEDESTRIAN CROSSING AHEAD ~1I-2 !'l16-~P SEE SHEET C.6 FOR S161'1 MOUNTIN6 DETAIL EXISTIN6 REDESI6N FUBLIG PARKING SPACES, HOUSIN6 AUTHORITY SPACES, HANDICAP PARKIN6 SPACES, TOTAL SPACES, '10 11 ;; 14 18 104 100 NOTE, ALL PARKINS SPACES TO BE 200 SQUARe FEET UNLESS OTHERi'lISE NOTED HI' I\1:STFRN MASS PROPERTY Si:.RIACES LJ.!;W i:iWl< 1+31(} PAGC 5$7 \ HYDRANT EAST OF L TAX MAP KS BLOCK' LOT 16 -----~I·---------"----------··-·---------'----:I~-------------... -------~~~-,~~~~~~~~~~~~~~~~~ r H ! I I~I-2 ! I CHl-J IOO-FOOT -...... I RIVERFRONT "'I ARJ::A I I • CHf-.f \ \ I I , I I , \ I I \ I I /' /'200-FO()T ~ • ';'A-3 RIVERFRONT / AREA \ / I I I , I , , I I ,,, \ .~@ \ , .. , \ ,"', \ , TAPER PAVEMENT TO INLET cURB ffi 5' HIISH SCREENED \§9 CHAIN LINK FENCE \ CHJ-5 \ LOCATION OF BV!'l FLA6 (TYP) I \ \' " 'ft ,'I. . .....1 \'--L- \ \ 1 CHI-7 \CHI-S _aO_9 \ ·Cl-lJ-'O I I::1-U-12 \ \all-IJ / '!: CHI-14 \ \ • CHI-IS LOCATION OF MAH!'l FLA6 (TYP.) \. CHl-16 \ \ 011-17 \ , \ I I \ I I \ \CHf-18 DI6 SAFE NOTE: UTILITIES ARe PLOTTED FROM FIEl..D LOCATION AND ANY ReCORD INFORMATIO~ AVAILABLE, AND SHOULD BE CONSIDEReD APPROXIMATE. OTHER UTIL.ITIES MAY EXIST ~HICH ARE NOT EVIDENT 01'( FOR ~HICH RECORD INFORMATION ~ NOT AVAILABLE. CONTRACTORS (IN ACCORDANCE I'IITH MASS.G.L. CHAPTER f>2 SECTION 40 AS AMENDED) MUST CONTACT ALL UTILITY COMPANIES BEFORE EXCAVATING AND DRILL.IN.:;. ALSO, CALL. "DIG-SAFE" AT 1(f>f>e)944-1:l66 lI(eM)DI6-SAFEl. \ \ \ \ I I \ I I \ I I I I I I I I \ \ I I I I I J , , , I I , J , \ \ LDSILTFENCE : '57 i'lIHA YBALES \ • CH!-19 " I I I \ \ \ \ \ \ \ \ \ \ II'FA-16 • \ \ \ \ \ , \ ~A-J~ \ \ \ \ Cf/2-y LO(~ATION OF FLASS -~. ALONG DRAINA6E Sl1ALE (TYP J . CH2-8 ,"2-7" \ , CH2-6 \CHr-Zl \ \ / CHI-22 " ~ CH2-4 CHl-2J ~ " 'CH2-J REl.OIJA TE'D FIRE HYDRANT (Iq'± SOUTH OF EXIST. HYDRANT, 5' OFF NEH PAVEMENT) \ \ \ \ \ \ \ \ \. IWA-.2S IOO-FOOT/' RIVERFRONT 5161'1 (TYPJ (SEE NOTE 12) HANDICAP STALL {TYPJ @ (SEE NOTE 12) r-:L:~t,.-HANDICAP I-SI6N (TYPJ --,,>--SIDEl1ALK CURB GUT WITH "",,~ DE1ECT ABLE HARNINEi' PANa (SEE NOTE II) @/2LIGHTFIXTUREON t;. POLE I'IITH BASE . (TYP.) -, o o o o ® 5161'1 (TYP J t;b VAI'I ACCESIBLE LOCATION • DlJHPSTER 0 -T LOCATION . ~~f--VAN AGGESIBLE .. IWA-29 HANDIC.AP SI6ft (TYP.) j--H."'NC)IC;'P 5161'1 (TYP. OF~ (SEE NOTE 12) /"'CHZ-Z Cttr-25·. CH2-1 \ -----~~--.--.--~~\--.----,-.----.-.----.-,--:: .. ~.~~~~~\ SITE LAYOUT PLAN SCALE 1"=:;0' rZ\ 5' !'lIDE vv'Nt>. 0..; SIDEWALK o 12· e) o o R=10' o • o GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. ARCHIIECIS EN6JNB:RS INTERiOR DESIGNERS PROJECT MANAGEMENT 430 MAIN STREET AEAWAM. MA 01001 TEl .• 41 "I. 71'11';. QI'mn FAX , 413. 786. as99 STAMP: SCALE: ,"=30' PROJ. NO: 08-2046 DRAWN: RTM CHECKED: DCG DATE: 01/23/09 FILE NAME; \CIVIL\C.2 REV: OJ/04/09 REV: OS/25/10 PROJECT TITlE: AGAWAM HOUSNG AUTHORITY ROADWAY PARKtO RE-DESIGN t.£ADOW BROOK MANOR 51 WRIGHT S1F1EEi AGAWAM, MA DRAWING: SITE LAYOUT PLAN SI£ET: C.2 ~----.----.--------------------------------------------------------------------------------------------------------------------------------------------------------------~~------------~ UTILITY NOT1:5, I. I<.Ef'fR TO DAAI'llN5 C.2 FOR ADDITIONAL 5ENERA1. NO'fES. 2. TO~ STANDA~S SHOULD ElE FOLLOYiED FOR SITE UTILITIES. DETAILS AS SHO~ IN ~ENERAL REFLECT TOriN STANDARDS. SHOULD THERE 6E AN.,.. LOCATIONS VlHERE THESE STANDA~S CANNOT 61:' ~ TO DUt: TO SITE CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO COMMENCIN~ CONSTRIIC1l0N. 5. UTILITY SERVICES TO EXISTIN5 FACILITIES SHALL 6E MAINTAINED AT ALL TIMES DURIN5 NEVl CONSTRUCTION. 4. ALl NEVl DRAINPIFE TO 6E HI<$H DENSITY POL 'l"ETH'l"LENE PIPE, UNLESS NOTED OTHERI'lISE. 5. REPLACE .... ITH NEr! CATCH 6ASIN rllTH DEEP SUMP AND PVC TEE (SEE SITE DETAILS). EXISTIN5 INlET ANT oUTlET ELEVATIONS TO REMAIN. 6. ALlI'\ATER PIPE TO 6E DOIJElLE C.EMENT LINED, 61TUMlNOUS C.OATED, DUC.TILE IRON PIFE VlITH pUSH ON JOINTS, CLMS 52 OR 5REATER, UNLESS NOTED OTHERVlISE. FURNISH, INSTALL, 'fEST, DISINFEC.T AND FlUSH VlAffl't DISTl'tIBUTION SYSTEM AND APPURTENANC.ES rlHlc.H C.ONFORM IN ALL RESFECTS VlI1H MUNIC.IPAL REClUIREMENTS. CONFORM TO THE LINES INDICA TED ON THE DAAI'lIN55 AND PROVIDE A MINIMUM COVER OF 5 FEET. 1. ADJJ5T ALl CASTIN% AND UTILITY STRUC.TURE5 TO REMAIN rllTHIN THE LIMITS OF VlOI<K TO TH!: NEr! FINISH 5AADES, UNlESS NOTED OTH!:1<I'I15E. 6. FOR EACH DRAIN MANHoLE, PROVIDE A MANHOLE FI'tAME (202.1.0) AND CoOVER (202,6,0) BEAI'tlN5 THE LE5END 'IPAAIN~. "I. SITE lI5HTIN5 INCLUDIN5 POLE PROVIDED El.,.. ElECTl'tICAL CONTRACTOR. Li6HT POLE 6ASES I"!<OVIDED 6.,.. SITE CONTRACTOR. 10. ALL ELECTl'tICAL CONDUITS (riITH PULL STl'tIN5S), PROVIDED 6.,.. ELECTRICAL CONTRACoTOR, TO 6E BURIED A MINIMUM OF Bb" ElELOri FINISH 5RADE AND BEDDED IN SAND. TRENCHIN5 AND 6ACKFILL 6'1" SITE CONTRACTOR, II. ELECTRIC.AL CONTRAC.TOR TO PROVIDE CONTINUOUS METAL SI'IEEPS AT ALL UTILITY 6ENDS. _, ,.J Pol" No. I 3 5 1 'I II - -- I V I ""-\o'IA TTS I V I "'-AMPS nAn x 60 % FEEDER I "G, :;l-ll6 + #8G TOTAL 3150 10 6 3 ~" ~.- i----iL::...' 0::..-..:A.:..::;.D __ -j6 REA K E R ABC. POLE FRAME TRIP '100 --- """J2P qOO qOO 0 SIZE MAINS MAINBKR. LOC.All0N FED FROM -- 60,0. MLO. MAINT. BLDG. EX. PN~ OAD 6 TYPE FEEDERS AI.G. MOUNTED DRAIN,M,E 5TRUC.TURE 5C.HEDULE c.e #1 RIM=466.:2 INV. OUT=464,2 J:)MH#I RIM=400.1± INV. IN (E)=464.0 INV. IN. {NE)=4652± (EXIST.) INV. OUT=4652± (EXIST,) 120/20B VOLTS-60 HZ SITE L -- NQOD 1-1/4"G. 4-#4 + ~8G --------------10,000 SURFAC.E ='-'-""=----------- Pole No. 2 4 6 8 10 12 ANTIQUE JlKADll LANTERN FIXTURE, TEXTURED BLAGK POLYESTER PO,'lDER 208 IcoA, FINISH, GLEAR SMOOTH AGRYLIG LENS, TYFE :;l DISTRIBIJTION 0LASS IREI=RAC~ TrOOKi<, MOUNTIN0 HEI5HT 12'-6" TO BOTTOM OF FIXTURE ON 4" "'''' Ihln I"" "TEl" POLE, SEE Ll0HllN0 FIXTURE NOTES. OAB OAH 01-5 STREET LAMP OR APPROVED FnlJAI ANTIQUE STREET LAMP OR APPROVED FI'<lJAI ANTIQUE STREET LAMP OR APPROVED EQUAL KrI:l5 150S MOO AGS 6RZl 206 ANBK t GENTURY OAK SERIES POLE PX C-OI2 XX F4 ANBK KVl55 1505 M00 ACoS 0RB 208 ANBK HS t CENTURY OAK SERIES POLE PX COl2 XX F4 ANBK KrI:l5 I50S MOE> AGS GRS 20B ANBK t GEMTURY OAK SERIES POLE PX CoOI2 XX F4 ANBK LiISHTINIS FIXTURE NOTES I. ALL Li",HTIN", FIXJ1JRE5 5HALL BE EQUIFPED I'IITH ENER6Y SAVIN", TYPE LAMPS AND BAU.ASTS. 2. HPS LAMPS 5HALL BE BASED ON THE QlJALIT'I" AND RA TINe> AS r.wI!FAC.TURED BY YENTUI'f LI0HTINe> "ENERGY MASTER' SERIES 3500K LI<5HTlNe>_ 'ENERGY HASTER' SERIES 4000K. ~. ALL LlE>HTIN& FIXTURE 5iJB5TITUTIONS SHALL PROVIDE PHOTOMETRIES AND ILLlIHINA TlON LEVEL.5 EClUAL TO SPECIFIED ~1<5HTIN'" FIXJ1JRE5. I, ,~~ HPS I;:~" -150 HPS II" II' .. D 4, ALL b!!?!fn~ FI~ ~1??T1T1JTIONS 5HALL PROVIDE AESTHETIC APPEARANCE EQUAL TO SPECIFIED LI",HTlN& FIXJ1JRE5 IN THE OPINION OF THE ARCHITE6T. 5. ALL LlE>HTIN", FIXTUI'fS SHALL QlJALIFY FOR U11L11Y PO~ COHPANY~ HI<SHE5T AVAILABLE REBATE. b. ALL WLOR saEGTIONS BY ARCHITEGT. UNLE5S NOTED OTHERI'IISE (IJNO). LEGEND SYMBOL <0 o iu I DESCRIPTiON NEW POLE/ LIGHT FIXTURE ASSEMBLY. LETTER INDICATES TIPE NEW POLE/ LIGHT FIXTURE ASSEM8LY, LETTER INDICATES TIPE NEW HANDHOLE NEW PHOTOCELL NEW TIMECLOCK NEW PANELBOARD 120/206V-3~ EXISTING PANEl80ARD NEW 1·U.G. SCH.BO PVC DIRECT BURY 3-#6 + #8G 'POST lou ITKADITIONAL LANTERN FIXTURE, TEXTURED BLACK POLYESTER PO,,",DER I POST IC!lJIUUUK 208 I<-Un' FINISH. CLEAR SMOOTH ACRYLIC LENS, TYPE :;l DISTRIE?mIOl·10LASS ~TOR, HOUSE SIDE SHIELD. MOUNTIN6 HEI6HT 12'-0" TO I:JOTTOM OF III" YTI.,'" ON 4' ROUi'lD FLUTED POLE, SEE Ll6HTIN6 FIXTURE NOl fe,. ilKA\.lITIONAL LAi'lTERN FIXTURE, TEXTURED BLACK POLYESTER POY1DER 208 ICOAI FINISH, CLEAR SMOOTH ACRYLIC LENS, TYPE 5 DIS fRlBUTION GLASS 'u. MOUNllN0 HEI<$HT 12'-6" TO BOTTOM OF FIXIURE ON 4" ROUND :FLUTED POLE, SEE Ll0HTIMG FIXTURE MOTES, I EXISTING XOOA 120120BV-I4> ---' PANELBOA~, PROVIDE AND INSTALL (I) 60NBP CKT. BRKR FOR PANELBOARD "PPS', VERIFY MANUfACTURER! BRKR. TYPE IN FIELD EXIST. PNL. ri-l/4"G, 4-#4 + #8G v 11f9 ME""' I PNl uPPS" I Lr----JLJ ! EXISL MAIMI. Bi.D0. \ I .EL.Q,~ ____ :~_ _ ___ :-__ .J 5ROUND ACCORDING T -NI:y.J RELAY M.E,C. ARTIC.LE 250 -::'::-~~:i:E~L POV'U:R RISER SCALE: NTS NE" RELAY GONTROL CA6INET ENLARISED PART PLAN SCALE: 1/4"=1'-0" \ N/F I'f.'STERN MASS PROPERTY =""'" DEED 800K 11.3'0 PAGE 587 TAX MAP 1(8 BLOCK 1 LOT 16 v~, N/F PHIWP J .. & PAVLA' M. PRESI1)IJ DEED BOOK 9496 PAGe 41FJ TAK MAP K8 BLOCK' wr 15 GRAPHIC SCALE . N/F GEORGE 61 .EANNET1£ SCHMiDT mus'JE£S OF GEORGE SCHM/OT DW BOOK 9~O PAGE: 409 TAX MAP K8 BLOCK I LOT 13 \ 1 N/F l.IA~ A. & AUt J. SCHMIDT DEED BOOK JT420 PAGE 481 TAX MAP J(8 81.OCK 1 Lot' tz I 1 o i , , I • SITE UTILITY AND LlISHTINIS PLAN SCALE: 1"-30' • AROiIIECIS • EN6iNEERS • INTERIOR DESI6NERS • PRD.JECT MANAEiEMENT 430 MAIN 5 iREEI ASAWAM. MA 01001 'TEL. • 413. 7BB. SBaa FAX.413.7BB.BB99 STAMP: SCALE: '"=30' PROJ. NO: 06-2046 DRAWN: JS/RTt.I CHECKErk RTt.I/DCG DATe 01/23/09 FLE NAME: \C1V1L\DWG\C.3 REV: 03/04/09 REV: OS/25/10 PROJECT TITLE: AGAWAM HOUS~G AUTHORITY ROADWAY PAR~G RE-DESIGN t.£ADOW BROOK MANOR 51 WRI(Jfl' STREE I AGAWAM, MA DRAWtIG: SITE UTLITY & LlGHTNl PLAN SHEET: CI3 ()ffJ) BOO!< 143m PAGE 587 TAX MAP K8 BLOCK t LOT 16 lOO-FOOT--_.-\, _.-______ -.-49V-/ /,/ ,/ ,/ ,/,/ / ~~HE;T;lA~N!D~~~~F~~~nr---+:=\~~~:_-r:-~::2;;~~~:;;;~;Z;~~~~~?=~~~~ ... J ... -'"'' ------"3---/ / ,/ / BUFFER _--~~~~_---49,...-__ / / ,/ ,/" " ~------49o-~/ _~.~--~.~--~~.------~-~~~~~ ~~~~~~~~~~~_---------------J ",/ ,/ ,-- - - ---- -----489---:.-~ -J0:-!"-":'- ------~,.<,. -------... .::::-:: -,/ f / CHI-! I ,/ /"r _ -'*' ,/ I / / , /,/ /'/' /'---_/' / . 'I . 200-FOOT \ I I '"",-,) RlYERFR9N1 \ \ . ""'-2 IOO-FOOT~, I / A~ /' \ ~ I \;:) ~RONT /' I " ,/ \\'/ am \ \ I""A-.. ( \ ' 1\' ,/ \ : \ ~ 111/ p.. -=-1I::I ... \ \ / / \'",,~ I /1 I~I \ \ \ : IWA~,'i / I I 'I / . ~ ,p;, \ 'I) . I I I '\ I \ ,/ I / I~I 1 \/ \ '\ \ 1 WFA-'ol I r \' \ I \ \ /~( 1\ II I _"" (w.so~~~ ~ I , . II / I , I I /--i'481 0 I I v.FA-,o I I I \ I ~ ~ / I ~N;t~~fri~~;I~~ \ II \ \ " / I POINTS _-", : I \ ·iJ JII '11-\ \ T _I() _ 0 I 1\7il1----\ II I II ~ I / I ,. _ _ I '&" '. II I ,,/1 0, \ 1// \ \,' (' /,' ® 0 2-6TORl' \\ '11-1/ I \ 1 /,~( \ '-'-\ rlr7~r7~f7-=~~~~~~-~ ~-<a,_ ..... / / ~;::'ej'''' c----J i I \ /, !I @ / I I • CHI-of \ \ \ CH1-5 \ \ CH'-6 \ / ( I / I I I I I \ - \ / " ff ./ j Sir WAlK (> .i-.' ,; tr--_ fli;;r----1 1(/ \ / \\ \\\ l~>0~~~~~J_ \CB RIM~4e.5.5 I \ "'A-'~~ I rl I 1 CHr-7 \CH'-8 • CHI-9 \ • CHI-fO I • CHI-fl • CHf-12 \ \011-1J / ~ 0i7-14 \ \ • GIn-15 " "'. CHI-I6 " ,1.,1 ~ • J o/b4/"-- -o~--=======ttt~~==::J I -~. / RAISE COVERS ~ I I I ...... FINISHED GRADE : I I I \ : 0 J / \ CHI-17 \ \011-18 \ \ ~,\.,~ I,'~ II /, //\\\ I I ". (I \ I -:-"-'-'1" I i 011 J. II '~'_'3 , , \ I: I II 0 T '- " " 1\ I 'In l ~ mr--':'" '" \ \ (T ~ I I / '", • I, \~ ... \'~ I-STORl' 9/ \ / '" '-. \ '\ MASQt>R( ElUILVlrr;. .....-I \ .\ \ \ lfFE""OD) 6. \ / / ''-. :0-"--11, ~\ I \ I : BORDERING> ~ ~ \\ \ ,g I _ ,/ \ VEGETATED '\ . ,U i / • HEILAND LINE t r""'-\I~) \ \ I \ \ \ ! I \ \ 1~~~~::~~~~~~:::::::: I \ \ ,\ \ "'--~ ..... \ ~\ I \ \ \' '.<, \ / \ I \ \' \ G> DMH RIM \ I I I \, ·4e.e.,5± ---\ / \ \ i "" / \ I \ to -.J 0 ( ( I I SILTFfNCE \ I 0 I , '-\\' 0 / \ i"lHA'(f?ALfS \ \: \ F~~~~;~i' :r:::=:~/~'~~ , '-'-\ \\ \ ' I~-.J " _ \ \ \' \ \ \ ~r~~'J;,M[® -""" --"""~./t8 , ""A\."~\'\ A 0 \ ' , \ & \ , \ \ \ \ \ \ I '11-:':'ir-----.::. , \ \~\ -----, I , \\\ \ ~ \ IIFA\'~ \ \ I \ '\.\\ I '\ \ ~\\ \ I ' .. 71---' \ \\ \ \ \ 2-ST~ , \ \ \ 0 t-!I6OI<RY EUlWIN6 '\ \ .\\ \ , \. 0 1fFE""""J» \ I \ \ 2-<;TORl' ~ EiJlLDJN!:! '. IIFA~'iol \ \ \1fFE • ..,.,") \ \ CH2-oj \ DRAINAGE~" SWALE (,1-12-8 ,002-6 o \ • .- / • • I' I ,r--_ f / I ~ I I / / / • / R • / ( ( • ! ! ~ I \ I ( \ , ) ! ! RUHAN~/,JIR I I I I I I. RErER TO DRAY'lIN~ C.2 FOF< ADDITIONAL ~ENERAL NOTES. DEED BOOI( 16356 PAGe 68 TAX MAP KB BLOCK f lOT .. 2. AD.JJ"'T ALL C.~TIN$S AND UTILITY "'TF<UC.TURE5 TO REMAIN (~ITHIN THE' LIMITS OF YlORK) TO THE NE~ FINISH ~RADE, UNLESS NOTED OTHEl'<Y'liSE. 5, STABILIZATION AO ALL SLOPES ~REATEF< THAN !;d MAY RE6<UIRE Pl.ACEMENT OF C.OCONUT FABF<IC UNTIL VE6E'TATION HAS ElEEN ESTABLISHED, C-ONTRACTOF< SHALL PROVIDE 51JC.H STABILIZATION, OF< APPROVED EGilJAL, IF REGilJIRED. STREAM MEAN -------:;:'; , ANt4!AL HIGH WATER LINE CHl-2J ~ / 'GH2-4 I " .CH2-3 /'CH2-Z CHl-25· • 002-1 \ / \ , \ , \ --- ----""-'Y"'l?::'J -----~-------------------------';--- / SITE GRADING PLAN 5c.ALE 1"=;;0' ..... '-, I 1 I I 0' ( \ GRAPHIC SCALE ( IN FEET ) 1 Inch = 30 ft. T om TN( A EN61NEERS INTERIOR OESI6NERS PROJECT MANA8EMENT 430 MAIN STREET ASAWAM. MA 01 DO 1 TEL.413.766.9600 FAX • 413. 786. 8699 STAMP: PRO~NO: 08-2046 DRAWN: RTM CHECKED: DCG DA~ 01/23/09 FR.E NAME: \ CIVIL \ C.4 REV: 03/04/09 REV: OS/25/10 PROJECT TITlE: AGAWAM HOUSING AUTHORITY ROADWAY PARKING RE-DESIGN t.t:ADOW BROOK MANOR 51 WRIGHT SlFIEE I AGAWAM, MA DRAwt-lG: SITE GRADING PLAN SHEET: C.4 1"x4' H. DOOR OPENING rUK-, ANCHORAGE AND WIRING ACCESS (2 PER POST) LI~HTIN~ FIXTURE 5c.HEDUl.E N<TJa\re OM STREET LAMP KrG5 150S HOG AG5 GR3 208 AHBK OR C c.ENT1JR'( OAY.. SERIES P01..E: AFf'1<OYED PX COl2 XX F4 Nl6K N<TJa\re OAll STREET LAMP KWB5 1505 M00 PCS '*' 208 Nl6K H5 OR • CEl«\JR'( oJoK SERIES POLE AFPROYEV PX COJ2 XX F4 ANBK ANTla\re O~ SlRfETLAMP KH'l5 1505 M00 AGS 6R5 me Nl6K OR • GENTlJRT' oAK SERIES POLE APPROVED PX WI2 xx F4 AN6/; f.Gt)~l ~---- -1_.1--+-.-+-4 ~-b"IN GRASS AREA, SO" IN I-->l-->I~-PAYED AREAS LAJotIERN FIX11JRE, TEX11!OEO BLACK POL YBllR POl'<DER 201} FIN''''', CLEAR SHOOTH Ac.Rl'LIC LENS, l'l1'E 3 DISTRI6J1100 GLASS HCtIMTIN6 HEI&t1T 12'-6-TO BOTTOM OF flXTlJRE ON. 4" ROJND POLE, 5EE ll'*TING FIX11JRE NOT"f'S. I.AN1a<N FIX11JRE, TEXIU<fO BLACK POL YESllR POl'<DER 208 I ClEAR SHOOTH Ac.Rl'LIC LEN5, l'l1'E 3 VISTRJ6J1100 GLA55 HOU5E SIDE SHIELD, >1OIJ.I11NG HEIGIIf 12'-6' TO BOTTOM OF ON 4' RO\!NV Fl.lIlEV POLE, SEE llGlllING FIX1URE NOTES. L.ANTfRN FIXlURE, l"EX11REO BLAGK POL '(ESTER POWDER 208 FIN1$, a.EAR SHOOTrl Ac.R'(LlC. LENS, lYPE 5-D!SlRI6IJ11oN 6LA$ HCWrING HEIGIrr 12'-6' TO BOTTOM OF AXTllRE oN 4' RCWD POLE, SEE U'*TING Flxn.RE NOTES. LIGHT FIXTURES N/F MASS PROPCRTY ERVICES 14310 PACt: 567 3 8LOCI( , LOr .8 GRAPHIC SCALE ( IN FEET ) I Inch ~ 30 ft. N/F PHltUP ,J •• ~ PAUI.A AI, Pf<£STON DEED BOC« 9496 PAGE 418 fAX MAP 1<8 BlOCK j LOT IS 0.25 o ® 0 ---- N/f" G[ORGi: & ,}f>lN .... 'EITt SCHMID) TRUSTEES OF Gto.~G<:. SCHMIDT DEED BOO}( 9590 PAGE; 409 TAX MAP KB BLOCI{ 1 LOT lJ r"-I ! ~./ • ~, • ~,J 0 N/f" MARk A. &> AMY.J SCHMIDT DEW BOOK f/420 PilCE: 481 TAX MAP K8 BLOCK , LOT 12 0 0.25 _.----, ):c'CC-2.~::::-:-.' -------------Ei>" -------------- * I I , , , I I ~< ---.....: • -- SITE PLAN SCALE: 1"=30' • ft.RCHliELiS ENEiINEERS INTERIOR OESIEiNERS PROJECT MANAEiEMENT 4:30 MAIN StREEt AGAWAM. MA 01 DO I 'T'R • .4.1 ~ '7as. OIl::CJO FAX.41:3.7B6.B699 STAMP: SCALE: 1"=30' PROJ. NO: 08-2046 DRAWN: JS CHECKED: RTM/OCG DATE: 01/23/09 FLE NAME: \CIVlL\OWG\C.7 REV: 03/20/09 REV: OS/25/10 PROJECT TITlE: AGAWAM HOUSING AUTHORITY ROADWAY PARKJ«3 RE-DESIGN t.£ADOW BROOK MANOR S1 WRIGHT SlT!EE I AGAWAM, MA DRAWIoIG: UGHTtiG CALCULATION PLAN SHEET: C.7