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8809_SITE PLAN - S. WESTFIELD ST. - E8-1-13 - OFFICE BUILDINGSJe-'PIQ,k-) s *, Town of Agawam Interoffice To Engineering Department CC From: Planning Board Date: 11/15/16 Subject: Site Plan S. Westfield Street Hillside Development Please review the attached revised plan for Hillside Development to be sure it is ready for the Board's signatures at the December 1, 2015 meeting. Thank you, PRK:amb FROM THE DESK OF... YOUR NAME TITLE TOWN OF AGAWAM 36 MAIN ST AGAWAm, MA 01001 Email address Here 413-786-0400 X Extension Fax: 413-786-9927 36 Main Street Agawam, Massachusetts 01001-1801 Tel. 413-786-0400 Fax 413-786-9927 November 7, 2016 Hillside Development Corp. 267 Hillside Road Southwick, MA 01077 Dear Mr. DePalma: At its duly called meeting held on November 3, 2016, the Agawam Planning Board voted to approve the plan entitled "Proposed Office, General or Professional Building — 198 and 202 South Westfield Street, Agawam, MA 01001", prepared by R. Levesque Associates and dated 10/6/16, revised November 3 2016 with the condition that all Engineering Department comments be addressed. Three sets of revised plans shall be submitted to the Board for signatures. If you have any questions, please contact this office at 786-0400, extension 8737. Sincerely, Mark R. Paleologopoulos, Chairman AGAWAM PLANNING BOARD Copy: Eng. Dept., Building Inspector, R. Levesque, Town Clerk, File �" • final Department of .Public Works 1000 Suffield Street Tel (413) 8210600' Christopher I Golba • Agawam, MA 01001 • Fax (413) 8210631 • Superintendent MEMORANDUM To: R Levesque Associates, Inc. CC Planning / File From: Engineering Division Date: November 3 2016 Subject: Site Plan — Professional Building - #198 and 202 South Westfield Street Per the request, we have reviewed the Site Flan entitled "Proposed office, General, or Professional Building — 198 and 202 South Westfield Street, Agawam, MA 01001; Parcel ID E8 1 13; Prepared for: IEIlside Development Corporation, 267 Hillside Road, Southwick, MA 01077; Prepared by: R Levesque Associates, Inc., 40 School Street, Westfield, MA 01085; Scale: As Noted, Revised: November 3, 2016 " and we recommends approval of the plans. Engineering reserves the right to make additional continents as new information is submitted. If you have any questions, please do not hesitate to contact this division. Sincerely, Vladimir CAceres NV[ichelle C. Chase, , E. Civil Engineer Town Engineer • 0 K,4mc # I Department of Public Works 1000 Suffield Street Agawam, MA 01001 Tel (413) 8210600 Fax (413) 8210631 Christopher I Golba a Superintendent MEMORANDUM To R:Levesque Associates, Inc. CC Planning / File From: Engineering Division Date: November 3, 2016 Subject: Site Plan —Professional Building - #198 and 202 South Westfield Street Per the request, we have reviewed the Site Plan entitled "Proposed office, General, or Professional Building — 198 and 202 South Westfield Street, Agawam, MA 01001; Parcel ID: E8 1 13; Prepared for: Effl de Development Corporation, 267 Hillside Road, Southwick, MA 01077; Prepared by: R Levesque Associates, Inc., 40 School Street, Westfield, MA 01085; Scaler As Noted; Revised. October 28, 2016," and we have the following comments: 1. While is not required, it is encouraged that the developer attempt to infiltrate some stormwater runoff to mitigate some of the new impervious area in order to reduce the impact on the Town's -drainage system during large storm event& 2 The two proposed detectable warning panels on the parking lot ramps are not required. 3. sidewalk thru driveway must meet all ADA requirements including detectable warning panels. 4. Response to our previous comment #14 on our memo dated October 20, 2016. "Due to the number of proposed cats in the sideway the DPW wotdd litre a new sidewalk for the entire section shown in the attached sketch. The DPW will provide -detectable warning panels for the two A.DA cub cuts" a. On Wednesday, November 2, 2016, Engineering spoke with Mr. Ralph DePalma, he agreed to replace the sidewalk panels as necessary. Engineering will, work with Mr. DePalma;on which panels need to be removed and replaced_ during construction. 5. Please show the detail of the bike rack. 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, 2/2"- -7 4:?A� Vladimir C&oeres Civil Engineer 1h. 1 /1,/ /�� Michelle C. Cliase7P.R. Town Engineer AGAVSkM FIRE DEPARTMENT 800 MAIN STREET, AGAW AM, MA 01001 TELEPHONE (413) 786-0657 FAX (413) 786-1241 ALAN SIROIS, CHIEF OF DEPARTNIENT afdchief@agawam.ma.us BERNARD J. CALVI, DEPUTY CHIEF afddeputy@agawam ma.us JACOB N. G. DuSHANE, FIRE INSPECTOR afdrnsp(@agawam.ma.us FRANK MATUSZCZAK, TRAINING OFFICER afdtraining@agawam.ma.us October 18, 2016 Plan Review For. Hillside Development Corp. South Westfield Street- Feeding Hills, Ma MOM Dated Oct 12, 2016 Prepared by R Levesque Associates, Inc. Planning Board Members; I have reviewed the plan submitted before you for the proposed commercial building. As this structure has no designated purpose at the date of this filing, I have no current comments. When a use group is assigned I will have further reviews to make. Therefor: I have no concerns about this project and it has fire department approval. If there are any questions please contact this office. Fire prevention is everyone's responsibility. Jacob N.G. Dushane Fire Inspector afdns�Ca agawam.ma.us (413) 786-0657 EXT 8883 Department of Public Works 1000 Suffield Street Agawam, MA 01001 Tel (413) 8210600 Fax (413) 8210631 Christopher I Golba . Superintendent MEMORANDUM To: R Levesque Associates, Inc. CC: Planning / File From: Engineering Division Dater October 20, 2016 Subject: Site Plan. — Professional Building 1. #198 and 202 South Westfield Street Per the request, we have reviewed the Site Plan entitled "Proposed office, General, or Professional Building —198 South Westfield Street, Agawam, MA 01001; Parcel ID: ES 1 13; Prepared for: Hillside Development Corporation, 267 Hillside Road, Southwick, MA 01077; Prepared by: R Levesque Associates, Inc., 40 School Street, Westfield, MA 01085; Scale: As rioted; Dated: October 6, 2016,N and we have the following comments: 1. The proposed wall must he designed by a Registered Professional Structural or Geotechnical Engineer. 2. Please show how drainage will work behind the wall and specify what kind of material will be used. 3. Please show on the plans a stop bar and sign at the driveway's exit. 4. All walkways and ramps must be in compliance with ADA/AAB standards including detectable panels. 5. The applicant requested two new addresses for this location which will be 198 and 202 South Westfield Street from north to south. 6. A construction detail for the proposed sanitary sewer and drainage cormection should be added to the plan. 7. The proposed 4 -inch sanitary sewer pipe shall be increased to 6 inch diameter and connected to the existing sanitary sewer manhole on Shoemaker Lane (SMH rim elev. 218.06). Both: units are required to have separated 4 inch sanitary sewer lateral to join the 6 inch sanitary sewer main line. Cleanout required every 100 ft. of sewer lateral and each bend. 8. The proposed overflow drainage outlet shall be ,connected to either the existing drainage manhole on Shoemaker Lane (DMH rim elev. 216.99) or anew DMH. 9. Please show location of buildings of the parcel to the north. 10. The plan shall show existing contours at two -foot intervals extending at least 30 feet beyond the property lines (50' to 75' is preferred) 11. Please provide an electronic copy of the HydroCAD files for review. 12. Please show the proposed snow storage areas. 13. Please remove existing bit of concrete bythe ;driveway on the northeastern of the site. 0 0 14. Due to the number of proposed cuts in the sidewalk, the DPW would like a new sidewalk for the entire section shown in the attached sketch. The DPW will provide detectable warning panels for the two ADA curb cuts. 15. Show driveway detail on the plan. 16. Curb stops for each parking space from the accessible spaces to each doorway are required to prevent vehicles from overhanging the sidewalk. 17. If a restaurant is proposed an oil/water/grease separator is required as per town code. 18. Please provide the vehicle trip generation and parking generation calculations for the project based on the proposed use for the site. The timing of the signal will need to be looked at by engineering. 19. Install a bike rack on the property and show detail.- 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, Vladimir Cficeres Civil )engineer Michelle C. Chase, P.E. Town Engineer AGA M FIRE DEPARTMENT 800 MAIN STREET, AGAWAM, MA 01001 TELEPHONE (413) 786-0657 FAX (413) 786-1241 ALAN SIROIS, Cmry of DEPARTMENT afdcIIief(u agaWana.ma us I3ERv 11�1) J. C.AL1'], DEPUTY CHIEFafddeput�;'lci,;a a vam.ina:us JACOB N. G. DUSHA E, FIRE INSPECTORafdinspEu.agav�a�x� ma.us FRANK MATUSZCZAK, TR4IhING OFFICER afc3traini��u== r%;a a -va .ma.trs October 18,2016 Plan Review For. Hillside Development Corp. South Westfield Street Feeding Hills, Ma 01030 Dated Oct 12, 2016 Prepared by R Levesque Associates, Inc. Planning Boars! Members; I have reviewed the plan submitted before you for the, proposed commercial building. As this structure has no designated purpose at the date of this filing, I have no current comments. When a use group is assigned I will have further reviews to make. Therefor; I have no concerns about this project and it has fire department approval. If there are any questions please contact this office. Fire prevention is everyone's responsibility.. Jacob N.G. Dushane Fire Inspector afdinsp a�,,awam.rna,us (413) 786-0-0657 EXT 8883 Pamela Kerr From: Steven Grasso Sent: Friday, October '14,2016 2:14 PM To: Pamela Kerr Subject: RE: Hillside Development Corporation 0 South Westfield Street To Planning Board From: Sergeant Steven Grasso -Safety Officer Re: Site Plan -Hillside Development Corp -South Westfield Street I have reviewed the plans and listened to Mr. DePalma and his engineer during a recent Site Plan meeting. The only concern I have is the use of any tractor trailers that are used for delivery etc. I do not want to see any large Tractor Trailer units attempting to use the cul de sac as a turn around. At this time I have no other concerns regarding pedestrian or vehicle traffic. From: Pamela Kerr Sent: Wednesday, October 12, 2016 11:42 AM To: Michelle Chase; Michael Albro; Jake Dushane; Steven Grasso; Joan Linnehan Cc: Marc Strange Robert Levesque Subject: FW: Hillside Development Corporation 0 South Westfield Street Please see attached plan, Form D and memo asking for your review for the Board's October20th meeting. Thank you. Pam Pamela R. Kern Administrative Assistant Office of Planning & Community Development 413 786-0400,;ext. 8737 413 726-9737'(direct) Fax 786-9927 From: Tom Avery [mailto:Toma@rialand.com] Sent: Friday, October 07 2016 11:13 AM To: Pamela Kerr Cc 'Robert Levesque; 'Jon Goddard' Subject: Hillside DevelopmentCorporation0 South Westfield Street Hi Pam I wanted to send along a PDF file o9fe Site Plan for Ralph De alma for 0 South Westfield Street. You had a conversation P p with my co-worker Jon Goddard yesterday about this project, we are sending the plans over this morning to the building department. I hope that is the correct location. What meeting date will this project fail on? Thanks have a nice long weekend. Tom Thomas J.-Avery / Project Manager R Levesque Associates, 'Inc, 40 School Street, P.O. Box 640 Westfield, MA 01085 P 413.5680985 Ext. 102 F 413<.568-0986 www.rialand.com IA 36 Main Street Agawam, Massachusetts 01001-1801 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Police Dept., Fire Dept., ADA Committee FROM: Planning Board SUBJECT: Site Plan — Hillside Development Corp. — South Westfield Street DATE. October 12, '2016 Please review and comment on the attached Site Plan for Hillside Development on South Westfield Street prior to the Board's October 20, 2016 meeting. Thank you. prk n From: low R LEVESQUE ASSOCIATES, INC. LETTER F TRANSMITTAL Date: October 6, 2016 A Land Planning Services Company www.rialand.com 40 School Street, P.O. Box 640, Westfield, MA 01086 413-568-0985 (0) 413 -568-0986 (F) To: Town of Agawam Project No: 160915 Pra'ect Name: 0 South Westfield Street RE- Site Plan Approval Planning Board 36 Main Street Agawam, MA 01001 Attention: Pam Kerr We Are Transmitting to You: ❑ Under Separate Cover VIA ED Plans ❑ Approval of Subcontractor ❑ Specifications ❑ Order on Contract ❑ Report ❑ Original Drawings ❑ Form ❑ Other Site Plan Approval ❑ Attached ❑ Copy of Letter ❑ Photographs ❑ Proposal Number of Copies DWG./Revision Date Drawing Number Description 10 Site Plan Approval 10 Plan Set Filing Fee Check These are Transmitted as Noted Below; Z For Approval ❑ Approved as Submitted ❑ Resubmit Copies for Approval ❑ For Information ❑ Approved as Noted El Resubmit Copies for Distribution 0 For Action ❑ For Corrections ❑ Return Corrected Prints As Requested ❑ For Review and Comments El Remarks:- Hi Pam, lease contact me with any questions :you may have. 2 pCa BUD Hillside Development Corp PLAW41N H U By: Ryan Nelson Note: If Enclosures are not as noted, please notify us at once. ^m y E 11 Application, Narrative & Supporting Documents Proposed Office, General, or Professional Building 0 South Westfield Street Agawam, MA (Parcel ID: E8-1-13) Applicant & Ownep: Hillside Development Corporation 267 Hillside Road Southwick, MA 01077 Project File #: 160915 ifl OCT 12 2016 AGAWAM PLANNING BOARD TABLE OF CONTENTS PROPOSED OFFICE, GENERAL, (]RPROFESSIONAL BUILDING APPLICATION FOR SITE PLAN APPROVAL 0 -SOUTH WESTF|ELDSTREET (PARCEL ID: E81 13) TITLE PAGE COVER LElTER ..-.~~..-'....'--..---..-.-~.~_--'_'~°^^-,-^_~'~~'`-'--_. 1 [)EED.--......^-..,^-_,.~._.--_-'~~'--~..'_-''°.°_^r-~~.^-.^.,'-~^^- 5 APPENDIX.-...-...-^.,...,.^.~'.._....~-~.,"~~-__^'^-,^_,_,.~_.._, i "PROPOSED GENERAL, OR PROFESSEIONAL BUKD|NG«SITE PLAN SET BY R LEVESQUE ASSOCIATES, INC. DATED [)CTOBER6,20l6 SECTION 1 COVER LETTER 40 srhm)l 1;SrW V cstf€E€c. V A Q':c , r p 4i3 5GE:098s `.:413 SG9 008�, nm October 6, 2016 Mr. Mark: Paleologopoulos, Chairman Town of Agawam Planning Board 36 Main Street Agawam, MA 01001 RE: Site Plan Approval Proposed Office, General, or Professional Building 0 South Westfield Street (Parcel ID: E$ 1 13) RLA Project File: 160915 Dear Chairman Poleologopoulos and Board Members, On behalf of the applicant, Hillside Development Corp., our office is herein filing an Application for Site Plan Approval to allow for the construction of a 5,000 square foot; building and parking lot. Included herewith, you will find the original and the requisite number of copies of the application form and supplement documents. A digital copy of the plans has been submitted as required. We are herein requesting to be placed on the Planning Board's next available agenda. Should you have any questions regarding this application, please do not hesitate to contact our office at your convenience. Sincerely, Robert M. Levesque, RLA, ASLA President cc: Hillside Development Corporation A LAND PLANNING SERVICES COMPANY 11 11 SECTION 2 APPLICATION FOR SITE PLAN APPROVAL - FORM D TOWN OF AGAWAM, MASSACHUSETTS Application for Site Plan Approval Please complete the following form and return it and ten (10) copies of the Site Plan to: 1. Name of Business Address Phone # Agawam Inspection Services 1000Suffield Street Agawam, MA 01001 Fax # October 5 20 16 email 2. Name of pelican weer Hillside Development Corporation Address 267' Hillside Road Southwick, MA 01077 Phone<# 413 - 5 31- 2 02 0 Fax # email 3. Name of Engineer/Architect R Levescxue Associates, Inc:. Address 40 School Street, Westfield, MA 01085 Phone 9 4 13 - 568- 0 98 5 Fax# 413-568-0986 email robl@rlaland.com 4. PIease give a brief description of the proposed project: The applicant proposes to construct a 5,000 square foot building, parking lot, and associated site improvements. Please see the attached site plan and narrative for further information. SECTION 3 NARRATIVE ADDENDUM NARRATIVE ADDENDUM TO SITE PLAN APPROVAL For Proposed 'Commercial Development' 0 South Westfield Street (Parcel ID. E8-1-13) Agawam, MA 01001 RLA Project No.'160915 Introduction The subject property is located west of South Westfield Street and is designated as parcel E-1-13with the Town of Agawam Assessors Database. The applicant proposes to construct a 5000 square foot building, parking lot, and associated site improvements as shown on the attached project plans 'entitled "Proposed Office, General, or Professional Building", dated 10/6/2016 prepared for Hillside Development Corp. by R- Levesque Associates, Inc. The property is recorded in the Hampden County registry of Deeds in Book 21369, Page 266. The subject parcel is 21,348 square feet. A Locus Map is also included in Section 4 of this application package. Existing Conditions and Surrounding Land Uses The subject property is currently vacant. The eastern portion of the property is cleared with grassed areas and a gravel parking area. The remainder of the site to the west is wooded. The property slopes from west to east, towards South Westfield -Street. The highest elevation is along the western property boundary with an elevation of approximately 234. The elevation along the frontage of South Westfield Street is approximately 218. The property lies; within the Business A zoning district. The abutting property to the north is zoned Residence A-2, to the west is zoned agricultural, and to the south and east abutting properties are also zoned Business A. The subject parcel is not located within a Special Flood Zone ;area according to Flood Insurance Rate Map 25013iCO391E, dated 7/16/2013. The subject parcel is not located within Natural Heritage and Endangered Species Program (NHESP) jurisdiction. Please refer to page EX-1 in the project plans for more detail regarding the existing site conditions. 11 Narrative Addendum for Site Plan Approval 0 South Westfield Street, Agawam, MA Page 2 of 2` Proposed ' Conditions General The applicant proposes to construct a 5,000 square foot building to be used for office, general, or professional use. A parking lot will be constructed to the west of the building and will contain 21 parking spaces, one of which will be handicap accessible. Access to the parking lot will be from the south, via a new curbcut on Shoemaker Lane. Erosion and Sedimentation Control The proposed erosion and sedimentation controls at the site include a stone tracking pad at the vehicular access points, silt fencing at down gradient extents of construction and additional Best Management Practices. Erosion control blankets will be used on slopes 31 and greater. Please refer to the attached project plan set for the specific location and details of the proposed controls, Stormwater Management Stormwater runoff from the parking lot area will be directed to a stormwater quality unit before discharging to existing municipal drainage. Stormwater runoff from building roof drains and frontage areas along South Westfield Street will be directed to two drywell structures located east of the building and built with an overflow outlet that will discharge to the existing municipal drainage system. Please refer to the attached project plans for further detail on location and management of stormwater. Landscaping Site plantings will include a mixture of native deciduous and evergreen shrubs and trees. Foundation plantings will be installed to enhance visual appeal. A vegetated buffer will be installed along the northern and western property boundary. Shade tree plantings will also be located along South Westfield Street parallel to the proposed building. Please refer to the attached project plan set for specific location and details of proposed landscaping. For further information, please see the attached site plans. END Of NARRATIVE ADDENDUM SECTION 4 Focus MAP The information depicted on this map is for planning purposes only. It is not adequate for legal boundary definition, regulatory interpretation, or parcel -level analyses. 0 South Westfield Street, Agawam, MA 1015/2016 8:46:20 AM i' x� Iti 1:1776 1 "=148' The information depicted on this map is for planning purposes only. It is not adequate for legal boundary definition, regulatory interpretation, or parcel -level analyses. 0 South Westfield Street, Agawam, MA 10I512016 8:46:20 AM fA4 11776 1 "=148' SECTION 5 DEED Cam] QUITCLAIM DEED KNO'V'V' ALL MEN BY THESE PRESENTS THAT 1, ;CAROL A. BARNES, of 212 Feeding Hills Road, Southwick, Hampden County, Massachusetts, For consideration of One Hundred Thirty -Two Thousand Five Hundred and 00/100 ($132,500.00) Dollars, Grant to HILLSIDE DEVELOPMENT CORPORATION, of 267 Hillside Road, Southwick, Hampden County, Massachusetts, with Quitclaim Covenants The land in that part of Agawam, Hampden County, Massachusetts, known as Feeding Dills, bounded and described as follows: Beginning at a nail in the westerly line of South Westfield Street marking the southeasterly corner of land now or formerly of Steven: W. Sloich; thence running SOUTH: 07' 00' 00" WEST, along said South Westfield Street, One Hundred Twenty-two (122) feet to an iron rod at land now or formerly of Matthew E. Buynicki et ux thence NORTH: 82' 27' 46" WEST, along last named land, One Hundred Seventy-five (175) feet to an iron rod; thence NORTH: 070 00' 00" EAST, along last named land, One Hundred Twenty-two (122) feet to an iron rod at Sleich land; and thence SOUTH:- 82° 27' 46"'EAST, along last named land, One Hundred Seventy-five (175) feet to the nail at the place of beginning. Subject to restrictions of record if any in force and applicable. Being a portion of premises conveyed to the grantor by deed of Edward J. Austin dated May 2, 1972 and recorded in the Hampden County Registry of Reeds in Book 3687, Page 199. Being the premises known as 4 South Westfield Street, Parcel 1, Agawam, MA 41001. 11ASSACHUSETTS STATE EXCISE TAX HAMPDEN COUNTY REGISTRY OF DEEDS Bate. 09.-23-2016 a 11 07AN f t-1F: 116 Doc'$: 56578 Feet $604.20 Cans: $1321500.00 BA369 Pg267 #56578 Witness our hands and seals this 013 r4 day of , 2016, Witness Carol A. Barnes I hereby release all my marital rights and homestead rights; pursuant to M.G.L. c._ 189 §3 in said property. Eu e A. Barnes COMMONWEALTHOF MASSACHUSETTS Hampden, ss On this L day of , 2016, before me, the undersigned notary public, personally appeared CAROL A. BAANES and EUGENE A. BARNES and proved tome through satisfactory evidence of identification, which were valid drivers' licenses, to be the persons whose names are CAROL A. BARNES and EUGENE A. BARNES signed on the preceding or attached document, and acknowledged to me that they signed it voluntarily for its stated purpose. ABBE W. McLANE NOTARY PUBLIC COItiIMON�NEALTH OF MASSACHUSETTS My GommisslooExpires Aug,17, 2018 evzA /I/ - Abbe W. McLane, Notary Public My Commission Expires: August 17, 2018 DONAW F- K U, HARMEN &OOFWl'il E C7 SECTION 6 LIST OF ABUTTERS Town of Agawam Assessor's Office 36`Main St, Agawam, Massachusetts 01001-1837 Tel.413-786-0400 X 8704 Fax 413-726-2828 Email; assessor@agawam.ma.us October 5, 2016 R. Levesque Associates, Inc. CIO Ryan Nelson 40 School Street Westfield, MA '01085 Dear Ryan: On October 5, 2016, you requested a Certified Abutters List for R. Levesque Associates, Inc. for the property located at 0 South Westfield Street, further identified as Map E08, Block 01, Lot 0013. The request was for abutters 300' from the subject property. The attached list to this cover letter represents, to the best of our knowledge, the current owners of the properties that are 300' from 0 South Westfield Street. We have also attached a nap showing the subject parcel and the abutters as generated by our GIS Mapping System. 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F- V) LUCC LU J r < a a LLU z F- Z w v) N LU V) N Q a s ca 0 W z LU O Z Q °c Q w CO x LLJ W Z w ZOr z a Ca w Z o U �' -i O 0 N 0 z u LL 2 a J J 2 w LU V Ln ^� J O h- J 2 0�� Q Q W vxi m� a OV cc "' � 0cc � En LL w a J a u u w a Q < Q z z z' a ZLLJ ZZLU ZZD zM rL O zrl� a N 'w w o[ Y= 2 n 7 LD w z o O O a O "T a a D Q t7 O w::) cr O O oc F- Y 1- to ❑ m m _, E m r ...,L a, l7 U err m N Ln r-I O W 01 N 10. i0...W Jn m :ri ri ci r-I N V4 H H d' M N ,. ri M rl M M r-I m rn m ci -1 N N ri ri vH -I r dW�L� � co OO 00 m CO Lu co LL1 LL3 LuW W ❑ LL) wwLLJM c � �csgf m c .1 C N o o icy tn tn E � c oo'r ra a� m�c�� Q' E 0 0 -0 0 > �fi n (+r �} t4 c +n Y 83 IS ) W 0 O I4 +O O N� 0 o a — — a13fA1S3M H1nOS U T+ a, L C CO r-6 E a oa 42 c am s Ll 11 APPENDIX I "PROPOSED OFFICE, GENERAL, OR PROFESSIONAL BUILDING" SITE PLAN SET BY R LEVESQUE ASSOCIATES, INC. DATED OCTOBER 6, 2016 Dial Before You Di Gas, electric, telephone and cable television companies have underground pipes and cables in places you'd least expect. So it's a good idea for anyone who does any excavating to check beforehand to make sure there is no danger of damaging these facilities. in fact, state lows in Massachusetts, New Hampshire, Rhode Island and Vermont make it mandatory for anyone doing excavating work to notify utility companies well ahead of time. (Rhode Island and Vermont require 48 hours prior" notice and the other two states require 72 hours.) The utility companies have simplified this notificationprocess by providing a toll -free number. One call to this "Dig Safe" line satisfies the low and enables all of the utilities to receive the information. In Massachusetts, the number is 1-888-344 7233 In Maine, New Hampshire, Vermont and Rhode Island, the number is 1-888-344-7233. If there are underground facilities in your area, the utility company will identify their location for you. This will eliminate the possibility of damage and save you the expense of costly repairs. So be on the safe side and dial' before you start to dig. DIG SAFE ZOMING INFORMA T/ON L OT INFORMA 77ON ZONE BUSINESS A PARCEL AREA 21 348 s f. WA TER PUBLIC SEWER PUBLIC PROJECT INFORMA 77ON Required Provided MINIMUM LOT SIZE — 21, 348 s f MINIMUM FRONT SETBACK 35' 36' MINIMUM SIDE YARD SETBACK — 10' MINIMUM REAR YARD SETBACK 25' 89' MAXIMUM BUILDING HEIGHT 3 STORIES , 1 STORY MAXIMUM BUILDING COVERAGE 5GX 23 47. PARKING REQUIRED' 17 2,1 Hillside Development Corporation 267 Hillside Road Southwick, MA 01077 ORAW1Nr 1NnFX SHEET NO. SHEET NAME ISSUE DA TE REVISION' DATE T-1 TITLE SHEET 1016116 10128/16 EX-1 EXISTING COND177ONS PLAN 1016116 10/28/16 — PLAN OF LAND IN AGAWAM, MASSACHUSETTS 1016116 C-1 NOTES, SYMBOL & LINE LEGEND AND ABBREVIATIONS 1016116 C-2 CONSTRUCTION NOTES 1016116 C-3 SITE LAYOUT PLAN 1016116 1113116 C-4 GRADiNG PLAN 1016116 1113116 C-5 DRAINAGE AND UTILITY PLAN 1016116 1113116 C-6 LANDSCAPING AND LIGH77NG PLAN 1016116 1113116 D-1 DETAILS 1016116 1113116 D-2 DETAILS 1016116 10128116 D--3 DETAILS 1016116 10/28/16 D-4 DETAILS 1016116 10/28116 D-5 DETAILS 1016116 10128/16 •I �ji g— I ■ 40 School StrEEt - Westfield, MA 01085 ph 413.568.0985 . fax 413.56 .0986 www.pialand.com NOV 16 2016 AG'AWAM PLANNING BOARD -J 4 ;A 6 1 k i 116 LAND N/F HOPE COMMUNITY CHURCH DRAINAGEFLOWAGE EASEMENT LAND NIF ALEXANDER LUKIN 12" PVC INV. =230.00 Exist. CB.• Rim=231.99 12" pvc inv.=228 80 Exist. CB, Rim=231.31 12" pvc inv. (1)=226.41 12" pvc inv., (2)=226.43 20 0 10 20 40 SCALE. 1 "=20' LAND N/F UP 21\10T SHAMIR ILYA EXISTING BIT. CONC. EXISTING 6' HIGH VINYL FENCE 1 -175. 00�j� IV l I �I l � � l �i �• I � � ' / � l 1 1 � � ( � � Exist. SMH Rim=217.42 Exist. C8 Rim=217.06 LIGHT BASE ONLY - EXISTING CONTROL BOX FOR TRAFFIC LIGHTS Exist. SMH Rim=217.27 -UP 22\40T 0\U\LP ;ist. CB .....-1i1 - ')A 1 a/ wAr 12" ; 5©30 - S0 RCP' SD I co 1 j1 6" f SIGN POSTS Exist. DMH Rim=217.1'0 Exist. SMH Rim=216.60 NOTES 1 THE RECORD OWNER OF THE SUBJECT PARCEL IS HILLSIDE DEVELOPMENT CORPORATION. SEE HAMPDEN COUNTY REGISTRY OF DEEDS BOOK 21369 PAGE 266. 2. THE PROPERTY LINES SHOWN HEREON ARE BASED UPON A PLAN TITLED, "PLAN OF LAND' IN AGAWAM, MASS" PREPARED BY DURKEE, WHITE, TOWNE AND CHAPDELAINE, DATED JUNE 30, 1964. SEE HAMPDEN COUNTY REGISTRY OF DEEDS BOOK OF PLANS 114 PAGE 88. 3 THIS PLAN HAS BEEN PREPARED FOR SITE PLANNING PURPOSES AND SHALL NOT BE USED FOR THE CONVEYANCE OF LAND OR FOR ANY OTHER USE. 4. SUBJECT PARCEL CONTAINS 21,348 S.F./ACRES. 5. THE SUBJECT PROPERTIES SHOWN HEREON MAY BE SUBJECT TO RIGHTS AND EASEMENTS AS CONTAINED IN THE VARIOUS DEEDS OF RECORD DESCRIBING SAID PROPERTIES. THE LOCATION AND EXTENT OF ANY SUCH RIGHTS AND EASEMENTS IS NOT THE SUBJECT OF THIS PLAN. 6 THE EXISTING CONDITIONS INFORMATION SHOWN IS BASED UPON A TOPOGRAPHIC SURVEY PERFORMED BY R LEVESQUE ASSOCIATES, INC. IN SEPTEMBER 2016. 7.- THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION, AVAILABLE RECORD DATA, TOWN OF AGAWAM GIS. R. LEVESQUE ASSOCIATES INC. MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. R LEVESQUE ASSOCIATES INC. FURTHER DOES NOT WARRANT THAT THE UNDERGROUND` UTILITIES SHOWN HERE ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION. 8. ADJACENT PROPERTY LINES AND ABUTTERS SHOWN HEREON, ARE REFERENCED FROM THE TOVVN Or AGAWAM 015 MAPPfNG. 9. SUBJECT PARCEL IS ZONED BUSINESS" A ACCORDING TO THE TOWN OF AGAWAM ZONING MAP. 10. THE SUBJECT PARCEL IS NOT LOCATED WITHIN A SPECIAL FLOOD ZONE AREA ACCORDING TO FLOOD INSURANCE RATE MAP NUMBER 25013CO391E EFFECTIVE DATE: 7-16-2013. 11. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN NATURAL :HERITAGE & ENDANGERED SPECIES PROGRAM (NHESP) JURISDICTION. SHOEMAKER LANE EXISTING TRAFFIC LIGHT PERMITTING LEVESQUE SSOCIATES Z Landscape Architects Civil Engineers - Land Surveyors; Environmental Consultants ph:413.568.0985 fax:413.568.0986 40 School Street Westfield, MA;01085 rialand.com W Z L +r U Q m ttW T z tn M W ■ Q C�b 2 L7 W o E Z Q V ni 0 r. M< N Y. Z .rr Ln. C M M W PREPARED FOR: Hillside Development Corporation 267 Hillside Road Southwick ISSUANCE DATE: October 6, 2016 REVISIONS: DATE: Engineering comments dated: 10/20/16 10/28 UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSEiTS STATE LAW` SCALE: AS NOTED l 'RLAPROJ. NUMBER: 16091-5 SYMBOL & LINE LEGEND O IRON PIPE FOUND • IRON PIPE TO BE SET 0 CONCRETEBOUND FOUND ■ CONCRETE BOUND TO BE ,SET COMPUTED POINT EXISTING SIGN r�tw O EXISTING MONITORING WELL EXISTING LIGHT POLE UTILITY POLE -C# GUYANCHOR EXISTING ELECTRIC MANHOLE T" EXISTING TELEPHONE MANHOLE EXISTING WELL LOCATION wv pd EXISTING WATER` VALVE " EXISTING WATER SHUT-OFF EXISTING HYDRANT 1^I f-MV P 75EU WA 1 tK VALVL �r PROPOSED HYDRANT' G" D4 EXISTING GAS VALVE Os EXISTING SANITARY SEWER MANHOLE ❑ EXISTING` CATCH BASIN EXISTING DRAIN MANHOLE ® PROPOSED CATCH BASIN. • PROPOSED MANHOLE HOLE sB-1 SOIL, BORING LOCATION Ij TEST PIT LOCATION P-1 PERC TEST ST :LOCATION: P wF-1 WETLAND FLAG LOCATION �R-1 M.A.HW. FLAG LOCATION EXISTING STONE WALL TREELINE X' 102.4 EXISTING SPOT GRADE -=---219------ EXISTING CONTOUR • 94.7 PROPOSED SPOT GRADE PROPOSED OUR 214' EDGE OF WETLAND FENCE LINE -��-U GUARDRAIL U _ U OH w ,oHw EXISTING OVERHEAD1 WIRES UEL U EL EXISTING UNDERGROUND ELECTRIC TEL TEL EXISTING TELEPHONE LINE GAS _ GAS EXISTING GAS LINE WAT wAT EXISTING WATER LINE SD -- EXISTING STORM DRAIN SD _SS EXISTING SANITARY SEWER -Ss- Low Low LIMIT OF WORK LINE DOUBLE EROSION CO NTROL BARRIER ABBREVIATIONS A. F. F. - ABOVE FINISHED FLOOR A.F.S. - ABOVE FINISHED SLAB APPROX. - APPROXIMATE A. T. F. - ABOVE TOP OF FOUNDATION BLDG. - BUILDING BLK. -- BLOCK BOT - BOTTOM B. 0. W. - BOTTOM OF WALL BRG. - BEARING' CB. - CATCH BASIN CL. -CENTERLINE C.I. - CAST IRON CLR. - CLEAR CONC. - CONCRETE CONT. -corvTlrvUOus CONTR. - CONTRACTOR DBL. - DOUBLE DET - DETAIL D.I. - DUCTILE IRON DIA. - DIAMETER DIM. - DIMENSION DT'L. - DETAIL DWG: - DRAWING EA. - EACH ELEC. - ELECTRIC ELEV - ELEVATION EXIST. - EXISTING EXT. - EXTERIOR FIN. - FINISH FLR. - FLOOR FOUND. - FOUNDATION FT - FOOT OR FEET INSTL. - INSTALLED LT - LIGHT MAX. - MAXIMUM M.A. H. W. - MEAN ANNUAL HIGH WATER MH. - MANHOLE MIN. - MINIMUM MISC. MISCELLANEOUS N.T.S. - NOT TO SCALE O.A. - OVERALL 0. C. - ON CENTER P.S.I. - POUNDS PER SQUARE. INCH REIN' F: - REINFORCING R.H. _ RIGHT HAND SHT. - SHEET SPEC. - SPECIAL OR SPECIFICATIONS S . - Q SQUARE. ST. - STEEL STA. - STATI (7N TO.F. - TOP OF FOUNDATION TO-W. - TOP OF WALL.. T. S. - TOP OF STEEL: TYP. - TYPICAL W/ - WITH WTR. - WATER W.W.M. - WELDED WIRE MESH EROSION & SEDIMENT CONTROL NOTES MANAGEMENT STRATEGIES 1. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO THE CONSTRUCTION ENTRANCE 2. CONSTRUCTION SEQUENCE SHALL BE PHASED TO AVOID LEAVING LARGE AREAS EXPOSED FOR LONG PERIODS OF TIME 3. TEMPORARY SEED AND MULCH SHALL BE APPLIED IMMEDIATELY FOLLOW ING GRADING. 4. SEDIMENTATION 1 ENTATION CONTRO L MEASURES SHA LL BE INSPECTED CONTINUOUSLY, ESPECIALLY FOLLOWING STORM EVENTS' TO LOCATE FAILING. CONTROL MEASURES AND CONDUCT ROUTINE MAINTENANCE OPERATIONS. 5. THE CONSTRUCTION SUPERINTENDENT SHALL INFORM ALL ON -SITE WORKERS OF THE SEDIMENTATION CONTROL PROGRAM. VEGETATIVE CONTROL 'PRACTICES 1. TOPSOIL ..STOCKPILING.. TOPSO IL SHALL BE STRIPPED FROM AREAS TO BE :DISTURBED AND STOCKPILED FOR o LATER USE. STOCKP ILE LOCATION SHALL 8E APPROVED BY THE OWNER: AND ENGINEER/LANDSCAPE ARCHITECT AND BE WITHIN LIMIT OF WORK. 2. TEMPORARY SEEDING: THE TEMPORARY SEDIMENT BASIN, TOPSOIL STOCKPILE AND ROUGH GRADED AREAS .SHALL 8E SEEDED WITH WINTER RYE. AT A RATE OF 30 LBS. PER ACRE ANY SOILS THAT ARE LEFT EXPOSED AND UNDISTURBED FOR MORE THAN 30 DAYS SHALL BE TEMPORARILY SEEDED. A. SITE PRFPARATION • COMPLETE ALL ROUGH GRADING ACTIVITIES REMOVE ALL ROCKS AND DEBRIS LARGER THAN 3" IN DIAMETER FROM AREAS TO BE TEMPORARILY SEEDED. -EVENLY APPLY LIME TO ACHIEVE A PH VALUE OF 6.0. • EVENLY' APPLY 14 LBS. OF 5-10-10 ANALYSIS FERTILIZER TO A DEPTH OF 4" USING SUITABLE EQUIPMENT :SEEDBED IS TO BE LEFT IN FIRM AND SMOOTH CONDITION. -THE LAST TILLAGE :OPERATION SHALL BE PE RFORMED ACROSS THE :SLOPE. B. ESTABLISHMENT • EVENLY APPLY SEED IN ACCORDANCE WITH THE SPEC IES AND RATE IN DICATED ABOVE BY MEANS OF BROADCASTING OR HYDROSEEDING. • UNLESS HYDROSEEDED, COVER SEED WITH 1/4" TO 1/2" OF TOPSOIL + APPLY MULCH OR EROSION CONTROL BLANKET IMMEDIATELY FOLLOWING SEEDING. • VERIFY :SEEDING DATE S WITH ENGINEER/ LANDSCAPE AR CHITECT. 1F ENGINEER/LANDSCAPE ARCHITECT DETERMINES THAT SEED CANNOT BE APPLIED DUE TO CLI MATE, MATE TOPSOIL SHA LL NOT BE SPR EAD READ AND MULCHIN G SHALL BE APPL IED TO THE EXPOSED SURFACE TO STABILIZE SOILS UNTIL THE NEXT RECOMMENDED SEEDING PERIOD. •.PERMANENT SEEDING` SHALL BE APPLIED BETWEEN APR1L 15 AND SEPTEMBER 30. TEMPOR ARY SEEDING SHA LL BE .APPLIED TO :,ALL DISTURBED ARMS OUTSIDE. THIS TIME FRAME, UPON APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. C. MAINTENANC E ALL SEEDED MULCHED AREAS SHALL BE INSPECTED REGULARLY EGULARLY TO SEE THAT A GOOD STAND 1S MAINTAINED. AREAS SHALL BE REPAIRED AS NECESSARY. NONSTRUCTURAL CONTROL PRACTICES 1. SCA RIFICATION: EXPOS ED SLOPES EXCE EDING 4: i SHAL L BE SCARIFIED AT RIGHT ANGLES TO THE SLOPE. PROVIDE PERIODIC UPGRADING OF SERRATIONS DURING EXPOSED PERIOD UNTIL VEGETATION IS ESTAB LISHED. PRO VIDE VEGETATIVE COVER AS SOON AS POSSIBLE 2. STRAW MULCH: STRAW MULCH SHALL BE APPLIED IN CONJUNCTIO N .WITH TEMPORA RY PERMANENT SEED ING .AND TO GRA DED ADED AREAS WHICH REMAIN EXPOSED OUTSIDE OF RECOMMENDED SEEDING DATES. MULCH SHALL BE APPLIED AT 90 LBS. PER 1000 S.F. CONTRACTOR SHALL PERIODICALLY INSPECT AND REAPPLY AS NECESSARY, PARTICULARLY FOLLOWING SIGNIFICANT STORM EVENTS. 3. TOPSOIL: DISTURBED AREAS SHALL BE TOPSOILED PRIOR TO SEED APPLICATION. APPLICATION STANDARDS REMOVE ALL ROCKS AND DEBRIS OVER 1"-1 1/2 IN DIAMETER. ,SCARIFY SURFACE PRIOR TO SEED APPLICATION. • APPLY 6" DEPTH OF TOPSOIL. 4. SILT FENCE: SILT FENCE SHALL BE INSTALLED AROUND THE PERIMETER OF THE SITE, AT CULVERT OUTLET LOCATIONS, OR AS INDICATED ON THE DRAWINGS. SILT FENCE SHALL BE INSPECTED AND REPAIRED ROUTINELY, ESPECIALLY FOLLOWING STORM EVENTS UNTIL THE SITE HAS BEEN STABILIZED COVER > 709 BY VEGE TATION. STRUCTURAL CONTROL PRACTICES 1. RIP -RAP OUTLET PROTECTION: RIP -RAP SHALL BE PROVIDED AT ALL PIPE OUTLETS, MATERIAL SH ALL BE HARD DURABL E FIELD OR QUAR RY RY STONE WHIC H 1S ANGULAR- AN D RESISTS BREAKING DOWN WHEN EXPOSED TO WATER OR WEATHERING. 2. CONSTRUCTION ENTRANCE: CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DRAWINGS. 3. DUSTON- CONTROL. A WA TER TRUCK SHOULD BE LOCAT ED ON SITE FOR DUST CONTROL. WHILE WORK IS PROCEEDING. MAINTENANCE SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR A. RIP -RAP OUTLET PROTECTION SHALL BE CHECKED REGULARLY FOR SEDIMENT ACCUMULATION. IF SIGNIFICANT AMOUNTS OF SEDIMENT ACCUMULATE, RIP -RAP SHALL BE REMOVED AND REPLACED. B. SILT FENCING SHALL BE INSPECTED REGULARLY FOR UNDERMINING AND DETERIORATION. REMOVE SEDIMENT FROM BEHIND FENCE WHEN IT BECOMES 6 INCHES DEEP, C. SEEDED/MULCHED AREAS SHALL BE INSPECTED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE REPAIRED AS NECESSARY. SILT FENCE INSTALLATION NOTES 1. THIS SEDIMENT BARRIER` UTILIZES MIRAFI ENVIROFENCE (10OX) OR EQUAL. IT 1S DESIGNED FOR SITUATIONS IN WHICH ONLY SHEET OR OVERLAND FLOWS ARE EXPECTED. 2. THE HEIGHT OF THE BARRIER SHALL NOT EXCEED 36 INCHES (HIGHER BARRIERS MAY IMPOUND VOLUME S OF WATER. SUF FICIENT 1C1ENT TO CAUSE FAILURE OF THE STRUCTURE) . IDEALLY THE FILTER FENCE SHALL BE PLACED 10 FEET AW AY FROM THE TOE. OF SLOPE. 3. WHEN JOINTS ARE NECESSARY, FILTER FABRICS SHALL- BE SPLICED TOGETHER ONLY AT A SUPPORT STAKES WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY SEALED. SEE MANUFACTURER'S' RECOMMENDATION. 4. STAKES SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURE LY INTO THE GROUND (MINI MUM .MUM OF 12 INCHES).. IN APPLICATIONS WHERE HEAVY FLOWS ARE EXPECTED SUCH AS IN -STREAM INSTALLATIONS STAKE SPACING SHALL BE PER MANUFACTURER'S RECOMMENDATIONS AND OR THE ENVIRO NMENTAL ONMENTAL PROFESSIONALS RECOMMENDATIONS. 5. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 6 ;INCHES WIDE AND 6 INCHES DEEP ALONG THE LINE OF STAKES AND UPSLOPE FROM THE BARRIER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6. THE PRE ASSEMBLED SILT FENCE SYSTEM SHALL BE UNROLLED POSITION THE STAKES ON THE DOWNHILL SIDE OF THE TRENCH AND HAMMER THE STAKES AT LEAST" 12 INCHES INTO THE GROUND. 7. THE BOTTOM SIX 6 INCHES OF THE FABRIC SHALL B O E LAID INTO THE TRENCH TO PREVENT UNDERMINING BY STORM WATER RUNOFF. 8. BACKFILL THE TRENCH OVER THE FILTER FABRIC AND COMPACT SUFFICIENTLY TO PREVENT 7Wr PUNOX W FROU KPODINC T"C DACI<rILL. 9. THE FABRIC SHALL NOT EXTEND MORE THAT 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES OR SUPPORTS OTHER THAN THE STANDARD STAKES. 10. INSTALLED SILT FENCE BARRIERS SHALL BE MAINTAINED ON A REGULAR SCHEDULE WHICH MAY BE PRESCRIBED BY THE I LOCAL, STATE OF FEDERAL REGULATORY AUTHORITY, BUT AT MINIMUM` SHALL BE CHECKED WEEKLY AS WELL AS AFTER EACH STORM EVENT. r MAINTENANCE SHALL CONSIST OF AN INSPECTION OF THE ENTIRE LENGTH OF THE BARRIER TO DETERMINE IF IT ,IS FUNCTIONING AS INTENDED. ALL BREAKS DETACHED , FABRIC SLUMPED M ED .FABRIC CLOGGED' FABRIC AND UNDERMINED AREAS SHALL BE FIXED THE DAY THAT THEY ARE DISCOVERED, 11. WHEN A MAXIMUM OF SIX (6) INCHES OF SEDIMENT HAS ACCUMULATED BEHIND THE SILT FENCE THIS SEDIME NT SHALL BE REMOVED AND THE FENCE SHALL BE INSPECTED FOR TEARS CLOGGING G OF BREAKS ALL DEFICIENCIE S .SHALL. BE CORK IMMEDIATELY MMEDlATELY EITHER BY REPAIR F 0 REPLACEMENT OF THE SIL T FENCE BARRIER AND/OR STAKES AS NEEDED. 12. SILT FENCE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE , BUT NOT BEFORE THE UPSLOP E PE AREA.. HAS BEEN CLEANED OF SILT AND PERMANENTLY STABILIZED. HAY BALE INSTA LLATION & MAIN TENANCE 1. HAY BALES SHA LL BE PLACED IN A SINGLE ROW, LENGTHWISE. ON THE CONTOUR, WITH ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. 2., ALL BALES SHA LL LL BE EITHER WIRE BOUND OR STRING TIES. BALES SHALL BE INSTALLED SO THAT BINDINGS ARE ORIENTED AROUND THE SIDES RATHER THAN ALON G THE TOPS AND BOTTOMS OF THE BALES TO PREVENT DETERIORATION OF THE BINDINGS, 3. THE BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED THE WIDTH OF A BALE AND THE LENGTH OF TH E PROPOSED BARRIER TO IM A MINIMUM DEPTH OF FOUR 4 INCHES" AND A MAXIMUM DEPTH OF SIX 6 INCHES. AFTER" THE BALES ARE STAKED AND CHI NKED, THE EXCAVATED SOIL SHALL BE BACKFlLLED AGAINST THE BARRIER. BACKFILL SO IL SHALL CONFORM TO THE GROUND LEVEL ON THE DOWNHIL L .SIDE AND SHALL BE BUILT LT UP TO FOUR (4) INCHES AGAINST THE UPHILL. SIDE OF THE BARRIER. 4. EACH BALE SHALL BE SECURELY ANCHORED BY AT LEAST TWO (2) STAKES OR REBARS DR IVEN THROUGH THE BALE. THE FIRST :STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE TO FORCE THE BALES TOGETHER. STAKES OR REBARS SHALL BE DRIVEN DEEP ENOUGH INTO THE GROUND TO SECURELY ANCHOR THE BALES. 5. THE GAPS BETWEEN BALES SHALL BE CHINKED (FILLED BY WEDGING) WITH STRAW TO PREVENT WATER FROM ESCAPING BETWEEN THE BALES. (LOOSE STRAW SCATTERED OVER THE AREA IMMEDIATELY UPHILL FROM A STRAW' BALE BARRIER TENDS TO INCREASE BARRIER EFFICIENCY.) 6. HAY BALES GENERALLY DETERIORATE IN 2-6 MONTHS AND THUS NEED REPLACEMENT. 7. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 8. BALE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS, BUT NOT BEFORE THE UPSLOPE AREAS HAVErd BEEN PERMANENTLY STABILIZED. DEMO NOTES 1. CO NTRACTOR SHALL. BE .RESPONSIBLE FOR ALL :RELOCATION,. INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 2. CONTRACTOR SHALL ERECT AND MAINTAIN SAFETY BARRICADES' AND POST PROPER NOTICES PRIOR TO THE COMMENCEMENT OF WORK. 3. CONTRACTOR SHALL PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND LANDSCAPING TO REMAIN. 4. CONTRACTOR SHALL MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM FROM DAMAGE DURING DEMOLITION OPERATIONS. 5. DO NOT DAMAGE EXISTING UTILITIES TO REMAIN WITHIN PROJECT AREA. ALL DAMAGE TO EXISTING UTILITIES TO REMAIN SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE UTILITY OWNER. 6, CONTRACTOR SHALL PROMPTLY TRANSPORT DEMOLISHED MATERIALS OFF OWNERS PROPERTY AND LEGALLY DISPOSE OF. DO NOT ALLOW DEMOLISHED MATERIAL TO COLLECT ON SITE. CONTRACTOR SHALL PAY ANY DUMPING FEES. 7. THERE SHALL BE NO BURNING OF DEMOLISHED MATERIAL ALLOWED ON SITE. 8. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ANY ITEMS TO BE TURNED OVER TO OWNER. 9. DEMOLISH AND REMOVE ALL PAVEMENT, SLABS, LIGHT POLE BASES, FOOTINGS, SUBSURFACE ELEMENTS, MISCELLANEOUS DEBRIS, ETC. WITHIN PROPERTY LINES UNLESS NOTED OTHERWISE. 10. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST SO THAT DUST DOES NOT CREATE A NUISANCE ON ADJACENT ROADS OR PROPERTIES. SITE CONTRACTOR SHALL BE RESPONSIBLE FOR STREET SWEEPING AND CATCH BASIN CLEANING- AFTER EACH PHASE OF CONSTRUCTION AND AS NEED 1S DETERMINED BY THE LANDSCAPE ARCHITECT/ENGINEER. 11. CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY ABANDONED SUBSURFACE SOIL - ABSORPTION SYSTEM (SAS) AND MISCELLANEOUS DEBRIS. 12. NO ACTIVITY OTHER THAN NORMAL MAINTENANCE SHALL OCCUR OUTSIDE OF LIMIT OF WORK LINES AS SHOWN ON PLAN WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT/ENGINEER. 13. THE CONTRACTOR SHALL NOTIFY DIG SAFE 0 1-888-344-7233 PRIOR TO COMMENCEMENT OF ANY DEMOLITION/CONSTRUCTION ACTIVITY. LANDSCAPE NOTES 1. THE CONTRACTOR SHALL VERIFY FINAL SELECTION OF PLANT MATERIALS WITH THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 2. NO PLANT MATERIAL WILL BE ACCEPTED WHICH DISPLAYS MAJOR IRREGULARITIES OR DAMAGE. TH E :OWNER LANDSCAPE ARCHITECT RETAINS TH E RIGHT TO REJECT ANY PLANT MATERIAL DEEMED UNFIT 3. WARRANTEE , FOR A PERIOD OF TWO GROWING SEASONS FROM OM THE :DATE THAT THE WORK UNDER THIS CONTRACT IS CERTIFIED AS SUBSTANTIALLY COMPLETE, THE CONTRACTOR SHALL: 1) WARRANTEE ALL PLANTS AND SEEDED AREAS UNDER THIS CONTRACT 2) REMOVE AND REPLACE DURING THIS GUARANTEE PERIOD PLANTS WHICH DIE OR ARE IN POOR CONDITION D TlON AS DETERMINED BY THE OWNE R; 3 REPLANT WITH .STOCK. OF SAME SIZE AND QUALITY S ORIGINALLY Q A 0 LY SPECIFIED,. 4) GUY AND MAINTAIN AS SPECIFIED HEREIN AT NO ADDITIONAL; COST TO THE OWNER. 4. ALL NEW LAWN AREAS SHALL :RECEIVE A MINIMUM OF 4 INCHES TOPSOIL OF THE PROPER' pH AND ORGANIC CONTENT SUITABLE FOR THE HEALTHY GROWTH OF LAWNS. THESE AREAS SHALL BE SEEDED WITH A FINE BLADE LAWN GRASS SEED OR SODDED. ADDITIONAL OFF -SITE TOPSOIL MAY BE REQUIRED. 5. ALL AREAS TO BE MULCHED SHALL RECEIVE 4 INCHES .MINIMUM 1009a SHREDDED BARK MULCH WITHIN IN 48 HOURS OF PLANTING UNLESS OTHERWISE NOTED IN PLANTING .:DETAILS.. 6. ALL TREE AND SHRUB PITS SHALL BE AT LEAST 2 FEET WIDER AND 1 FOOT DEEPER THAN THE TRE E OR SHRUB ROOT :BALL TO BE PLANTED IN IT. BACKFILL SHALL BE HIGH QUALITY LOAM E Q OF THE. PROPER pH AND ORGANIC CONTENT SUITABLE FOR THE HEALTHY GROWTH OF PLANT MATERIALS. 7. ALL PLANTS S ' HALL 8E NURSERY GROWN AND CONFORM TO THE LATEST EDITION OF ANSI 780- 1, A"ERICAA1 CT.ANDARD FOR NURSERY STOCK'. 8. EACH :PLANT TO BE FREE FROM DISEASE INSECT INFESTATION MECHANICAL , L INJURIES, AND IN ALL RESPECTS B O E SUITABLE FOR FIELD PLANTING.. 9. EACH PLANT TO BE IN THE TOP OF ITS SIZE CLASS AFTER SHEARING AND PRUNING. 10 . FINAL. FOUNDATION PLANTINGS PLANS AND LISTS TO BE PROVIDED BY LANDSCAPE CONTRACTOR AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 11. ADJA CENT TO THE TOP OF AN S OVER Y WALL R E 36 A FENCE OR WALL SHALL BE CONSTRUCTED' PER PLAN THAT MEETS LOCAL BUILDING CODE AND ALL OTHER APPLICABLE STATE AND FEDERAL LAWS. 12. SEE DETAIL SHEETS FOR ADDITIONAL DETAILS & SPECIFICATIONS. 13.DU! DURING THE INSTALLATION OF PLANT MATERIAL AND OTHER LANDSCAPE FEATURES LANDSCAPE/SITE/IRRIGATION CONTRACTORS SHALL PAY SPECIAL ATTENTION TO THE LOCATION OF PRE-EXISTING, AS WELL AS, NEWLY INSTALLED UTILITIES. CONTRACTOR SHALL REFER T E O THE APPLICABLE SHEETS HEREIN AND KEEP A RECORD OF ON SITE CHANGES AND PLAN/ SKET CH REVISIONS THAT MAY AFFECT UTILITY AND DRAINAGE LOCATIONS. 14. SHO ULD GC OR ANY SUBCONTRACTORENCOUNTER A D!S CREPANCE CONFLICT 1N THE PLAN AN THE ACTUAL LOCATION OF A SITE FEATURE, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE CA E ARCHITECT ENGINEER AND OWNER. IMMEDIATELY. 15. ALL AREAS DISTURBED DURING CONSTRUCTION NOT DESIGNATED TO RECEIVE OTHER TREATME NT SHALL BE LOAMED TO A MINIMUM DEPTH F' 0 4" AND SEEDED IN ACCORDANC E WITH THE FOLLOWING: A. INCORPORATE ;GROUND LIMESTONE INTO ALL AREAS TO BE SEEDED AT A RAT OF 50 LBS/1,000 S.F. B. APPLY 10-6-4 FERTILIZER TO ALL AREAS TO BE SEEDED AT A RATE OF 2 LBS/1,000 S.F. C. THO ROUGHLY INCORPORATE LIME AND FERTILIZER M ERTIL ZER INTO SEED BED TO DEPTH OF 3 BY D lSCING OR OTHER APPROVED: METHOD. D. SEED WITH THE FOLLOWING L WING MIXTURE APPLIED AT A RA TE OF 10 LBS 1 000 S.F. , , SEED MIX: NAME OF SEED X BY WEIGHT MIN. X PUR!TY MIN. GERMINATION IN MIXTURE POS PRETENSES SO 90 75 BARON BARON BLUEGRASS FESTUCA 'RUBRA 25 95 85 "PENNLA WN" PENNL.AWN FESCUE LOLIUM PERENNE 25 98 95 "PENNFINE" PENNFINE E. MULCH ALL SEEDED AREAS WITH STRAW AT A RATE OF 5 LBS/1,000 S.F.UNLESS HYDROSEEDING WAS USED. F. ALL SLOPES OF 3:1 OR GR EATER AFTER BEING LOAMED SEEDED AND MULCHED IN ACCORDANCE WITH THE ABOVE SHALL SECURED WITH EROSION CONTROL BLANKETS (NO. AMERICAN GREEN S150 OR EQUAL). OVERLAP ALL NETTING JOINTS A MINIMUM OF 6" AND SECURE WITH DOUBLE ROW OF STAPLES. 16. ALL SLOPES STEEPER THAN 1:5 SHALL BE BLANKETE D W/ EROSION CONTROL: FABRIC AND OR H YDROSEEDED AND INSPECTE D ED BY THE. LANDSCAPE: ARCHITECT. � I• R LEVES UE u A SSCI Z Landscape Architects Civil it Engineers •Land Surveyors `� Y Environmental < n Ca sultants P_h: 413.568.0985 fax; 413.568.0986 40 School Street Westfield, MA 01085 rlalland.com -I W ui Z CC W 4 Ln m W W .�% 0 MM W W C 0 G M Q O Ul 0 tn W V (M NC. Q 0 M OL niY Z C Z W M 0 00 W Cn Z_ x: ;s sx . u. ivo J� a l+ � �.. . NO A RDS PREPARE FOR Hillside Development Corporation 267 Hillside Road Southwick ISSUANCE DATE: October 6, 2016 REVISIONS: DATE: A. Engineering comments dated: 10/20/16 10/28 UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS AVIOLATION OF MASSACHUSETTS:STATE LAW SCALE: AS NOTED RLA PROJ. NUMBER: 160915 a� r GENERAL CONSTRUCTION NOTES 1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL CONVENE A .PRE CONSTRUCTION CONFERENCE BETWEEN THE CITY/TO WN REPRESENTATIVES CONSULTING ENGINEER LANDSCAPE ARCH ITECT, UTILITY COMPANY REPRESENTATIVES, AND ANY OTHER AFFECTED PARTIES. 2. TH E OWNER AND R LEVES UE ASSOCIATES, SOCIATES` INC . AND/OR THEIR REPRESENTATIVE S, IN PREPARING THESE PLANS HAVE ATTEMPTED TO LOCATE ALL EXISTING UTILITIES IN THE PROJECT AREA. HOWEVER THERE MAY BE UTILITIES THAT WERE NOT OR COULD NOT BE LOC ATED. UNDERGRO UND UTILITIES SHOWN ON TH E PLANS ARE IN APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR` SH ALL CALL ALL APPR OPRIATE UTILIT Y COMPANIES FOR LOCATIONS OF THEIR UTIL ITIES AT LEAST 48 HOURS BEFORE COMMENCING EXCAVATION. IN THE EVENT THAT A UTILITY IS SITUATED SUCH THAT CONSTRUCTION CANNOT PROCEEDAS SHOWN ON THE PLANS, THE PROJECT ENGINEER/LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY. 3. THE SI TE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR DUE TO HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UTILITIES. 4. CONTRA CTOR SHALL PROVI DE TWO SETS OF AS BUILT DRAWINGS, :PRIOR: TO FINAL PAYMENT,- AS BUILT DRAWIN GS BY A REG ISTERED LAND SURVEYOR SHALL INCLUDE ALL INSTALLED UTILITIES WITH VERTICAL AND HORIZONTAL LOCATIONS AND BE SATISFACTORY TO THE BUILDING OFFICIAL FOR ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5 ALL FILL WORK.. SUB - GRADE REQUIRED TO BR ING RING' THE PRO POSED ROADWAY UP TO SUB GRADE LEVEL. SHALL CONFORM TO MHD SPECIFICATIONS SECTION 150 AND SECTION 159-19C OF TOWN CO DE. 6. CONSTR UCTION SHALL COMPLY OMPLY WITH AL L .APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 7. ALL WORM IT! 71IC CITY P.10I IT Of- -WAY AND CA1aCWICN75 3I7ALL GC [IV AGGORD/irgUL WII M THE CITY TOWN SPECIFIC ATIONS AND MASSA CHUSETTS DEPARTMENT I0 F TRANSPORTATION MASSDOT ST ANDARD ANDARD SPECIFIC ATIONS FOR { � ROAD AND BRIDGE R DGE CONSTRUCTION,: LATEST EDITION. 8. TH E CONTRACTOR SHALL GIVE: THE CITY OWN A MINIMUM OF 48 HOURS NOTICE E BE FORE BEGINNING EACH PHASE OF CONSTRUCTION. 9. CONTRACT OR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION SUCH BUT NOT LIMITED TO, DRAINAGE, :UTILITIES, PAVEMENT, STRIPING CURB ETC.. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS . 10, ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE CONDITIONS OF APPROVAL OUTLINED IN ALL STATE AND LOCAL PERMITS. COPIES OF T14E CONDITIONS ARE INCLUDED WITHIN THE PROJECTS TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR .REVIEWING: THIS INFORMATI ON PRIOR TO CON STRUCTION AND CONFORMING TO THE CONDITIONS AS REQUIRED DURING CONSTRUCTION. 11. THE GENERAL CONTRACTOR. SHALL MAINTAIN THE JOB CLEAR OF TRASH AND DEBRIS. THE WORK AREAS ARE TO BE PICKED UP AT THE END OF EACH WORK ,DAY." 12 . ANY TEMPORARY FACILITIES FOR THE STORAGE OR PROTECTIO N OF TOOLS EQUIPMENT 'R MATERIALS SHALL ALL CONFORM TO LOCAL REGULATIONS AND SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY TH ESE DOCUMENTS DO NOT INCLUDE. THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY SAFETY, CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, AND COMPLIANCE WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY 'SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY. 13. THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL CONDITIONS PRIOR TO SUBMITTING HIS PROPOSAL. NO EXTRAS' DUE TO UNFAMILIARITY WITH THE EXISTING SITE OR WORKING CONDITIONS WILL BE ALLOWED. 14. CONTRACTOR RACTOR :SHALL. BE RE QUIRED UlRED TO PE RFORM ERFORM :FINAL. CLEANUP CONSISTING OF CLEANING' THE PROPOSED DRAINAGE AND SEWER SYSTEMS OF ALL DEBRIS PRIOR TO THE ACCEPTA NCE BY THE OW NER. ADDITIONAL LY, THE PROPOSED ROADWAY SHALL BE CLEANED AND SWEPT BY THE CONTRACTOR PRIOR TO ACCEPTANCE. 15. ALL EXCAVATION A ATlON SHALL. COMPLY WITH OSHA S LATEST STANDARDS. :ALL :REQUIREMENTS OF OSHA'S EXCAV ATION STANDARDS SHALL BE PROVIDED 8Y TH E 'CONTRACTOR INCLUDING' , BUT NOT LIMITED TO THE PROVISION 5 ON FOR A COMPE TENT PERSON ON SITE MANAGER AND ANY REQUIRED DOCUMENTATION THAT MAY REQUIRE CERTIFICATION BY A PROFESSIONAL ENGINEER. THE OWNER, THROUGH ITS ENGINEER, SHALL EXPRESSLY NOT PROVIDE ANY OF THE ABOVE REQUIREMENTS DESIGNATED BY OSHA'S EXCAVATION STANDARD. 16. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE COST OF LAYING OUT ALL ITEMS OF THE WORK BASED ON CERTAIN HORIZONTAL CONTROL AND BENCHMARK SUPPLIED BY THE SURVEYOR OF RECORD. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 17, THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, EQUIPMENT, PERMITS AND APPUR TENANCES NECESSARY TO PROVIDE A COMPLETE. PROJECT AS INDICATED ON THE PLANS AND IN THESE SPECIFICATIONS. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FO R A THOROUGH SITE EXAMINATION IN ORDER TO PREPARE SITE FOR CONSTRUCTION. 19. ANY AND ALL DEMOLISHED TREES, STRUCTURES AND OTHER RUBBLE MATERIAL PERTAINING TO THIS PROJECT SHALL BE DISPOSED OF BY THE CONTRACTOR OFF -SITE AT HIS EXPENSE IN ACCORDANCE WITH ALL OF THE CITY/TOWN ORDINANCES AND .ALL APPLICABLE STATE AND FEDERAL ENVIRONMENTAL REGULATIONS. 20, ALL PAVEMENT DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN ACCORDANC E WITH THE SPE CIFICATIONS AND AS SHOWN' ON THE. DRAW INGS. 21. ALL STRE ET EXCAVATIONS SHALL 8E COMPLETELY 'CLOSED AT THE END OF EACH WORKING. DAY BY BACKFILLING OR COVERING WITH STEEL PLATES. 22. ALL MATERIALS AND METHODS ARE TO COMPLY WITH THE CITY/TOWN DPW STANDARDS OR MASSADOT (WHERE APPLICABLE), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 23. PERMITS WILL BE REQUIRED BY CONTRACTOR WHEN WORKING WITHIN OR OCCUPYING PUBLIC WAY. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED WORK PE RMITS AND MAINTA INING A COPY F 0 ALL :PERMITS IN A THRE E RING BINDER OR PROJECT BOOK AND ON -SITE AT ALL TIMES. 24. BACKFILL WILL BE PLACED IN SU CCESSIVE LAYERS NO T MORE :THAN TWE LVE INCHES IN THICKNESS AND SHALL BE COMPACTED TO 957 OF MAXIMUM DRY DENSITY DETERMINED BY .9TANDARB PROCTOR TEST ASTM 698) FOR ALL APPLICABLE TYPES OF BACKFILL MATERIAL. NO FROZEN MATERIAL SHALL BE USED AS BACKFILL. IF, IN THE OPINION OF THE ENG INEER OR THE DPW , THE EXCAVATED MATERIAL IS UNSUITABLE THE ENTIRE MATERIAL FOR BACKFILLING SHALL CONSIST OF APPROVED GRAVEL OR APPROVED BORROW, AS DIRECTED. AFTER THOROUGH TAMPING AROUND AND BENEATH THE UTILIT? A SIX-INCH LAYER OF BACKFILL WILL BE THOROUGHLY COMPACTED AS FOLLOWS: IF DRY, SHALL BE MOISTENED AND THEN COMPACTED WITH MECHANICAL.. TAMPER S OR BY HAND TAMPERS HAVING A TAMPING FACE NOT EXCEEDING 25 SQUARE INCHES 1N AREA. THE FINAL TWE LVE INCHES OF FILLING. WILL, IN ALL CASES, CONSIST OF APPROVED' GRAVEL THOROUGHLY TAMPED. 25. CONTRACTOR SHALL PROVIDE FIELD COMPACTION VERIFICATION UTILIZING ASTM D5195-02, STANDARD TEST M - METHOD FOR DENSITY OF SOIL & ROCK IN PLACE AT DEPTHS BELOW THE SURFACE BY NUCLEAR METHODS. 26. CONTR ACTOR SHALL PROVIDE FIELD COMPACTION RESULTS TO ENGINEER WITHIN 24-HOURS PRIOR TO PLACEMENT OF INFRASTRUCTURE OR BITUMINOUS BINDER. 27. ALL FILL TO BRING PROPOSED" ROADWAY UP TO THE SUB -GRADE LEVEL SHAL L EXTEND PAST THE EDGE OF THE RIGHT-OF-WAY AT A 2:1 SLOPE: THIS IS TO PROVIDE ADEQUATE SUPPORT FOR THE RIGHT-OF- WAY. LAYOUT NOTES 1. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE 'PAVING, SIDEWALKS, ,EXIT PORCHES PRECISE BUILDING DIMENSIO NS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS:. 2. ALL CONSTRUCTION IN CITY RIGHT-OF-WAYS AND/OR EASEMENTS SHALL BE IN ACCORDANCE WITH THE C 1TY TOWN STANDA RD SPECIFICATI ONS. 3. IN THE EVENT OF DISCREPANCIES BETWEEN LOCAL SPECIFICATION S AND SITE SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. SITE CONTRACTOR" SHALL REFER TO ARCHITECTURAL DETAILS AND SPECIFICATIO NS FOR REQ UIREMENTS OF CONS TRUCTION STRUCTION AND JO INT SPACING OF SIDEWALKS, RAMPS, AND CURBING ADJACENT TO BUILDING. 5. SITE CONTRACTOR SHALL PROTECT ALL BENCHMARKS AND PROPERTY MONUMENTATION AND SHALL REPLACE OR RE PAIR, AT HIS OW N EXPENSE BENCHMARKS A ' ND MONU MENTATlON DISTURBED DURING CONSTRUCTION.: 6. SITE CO NTRACTOR SHALL PAIN T ALL LIGHT PO LE BASES, CURBS, FIRE HYDRANTS PIPE. BOLLARD S :SIGN BASES: AND OTHER SITE AND ND UTILI TY APPUR TENANCES. CES. CO NTRACTOR SHALL PA INT OR REPAINT FIRE LANES WHERE REQ UIRED BY .LOCAL CODE:. 7. ALL STRIPING, PAVEMENT MARKINGS, AND TRAFFIC SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANU AL ON UNIFORM TRAFFIC CONTROL DEVICES LATEST EDITION, UNLESS OTHE RWISE NOTED ON THE PLANS. 8. ALL WORK SHALL COMPLY' WITH FEDERA L, :STATE AND LOCAL: CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO: AASHTO OSHA , EPA, DER, MASSDOT ETC. THE GENE RAL CONTRACTOR SHALL APPLY FOR ALL PERMITS AND SHALL PAY ALL PERMIT RELATED FEES. ALL NECESSARY PERMITS SHALL BE OBTAINED PRIOR TO THE START OF WORK. V. ALL L11MLNSIONS AND CONDITIONS SHOWN ON THE DRAWINGS ARE TO BE VERIFIED BY THE CONTRACTO R. 1F FIELD CONDITIONS TONS VARY SIGNIF ICANTLY ENOU GH TO REQUIRE A CHANGE TO THE CONTRACT DOCUMENTS TH E PROJECT PROPONENT AND :LANDSCAPE ARCHITECT/ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 10. THE SITE `GENE RAL CONTRACTOR AND SUBCONTRACTORS SH ALL HALL CONTACT THE :OWNER AND LANDSCAPE ARCHITECT/ENGINEER SHOULD HE FIND ANY CONFLICT OR INCONSISTENCY BETWEEN THE WORK SHOWN ON T . HE DRAWINGS AND NOR MAL ACCEPTED CONSTRUCTION PRACTICES OR HE SHALL L ASSUME RESPONS IBILITY FOR AL L CORRECTIONS. 11 ANY CORRECTIONS REQUIRED FOR REVISIONS TO THE CONTRACT DRAWINGS INITIATED 1' B THE GENERAL CONTRACTOR OR SUBCONTRACTORS WITHOUT PRIOR APPROVAL OF THE OWNER AND OR THE LAND SCAPE ARCHITECT ENGINEER SHALL / BE ACCOMPLISHED AT THE CONTRACTORS RISK. 1. 2 THE CONTRACTOR SHALL 8E' RESPONSIB LE FOR THE REMOVAL & LE GAL DISPOSAL OF ALL. MA TERIAL NECESSARY TO PREPARE. THE SITE FOR THE NEW CONSTRUCTION AS SHOWN ON THE SITE DRAWINGS. 13. REPAIR DAMAGED CITY/TOWN ROADS AND CURBS IN ACCORDANCE WITH _MASSDOT AND/OR THE CITY/TOWN REGULATIONS. 14. CONTRACTOR SHALL SAWCUT PAVEMENT EDGE WHERE PAVEMENT TO REMAIN IS ADJACENT TO PAVEMENT TO BE .REMOVED. 15. CONTRACTOR SHALL PREPARE SITE AS NECESSARY FOR CONSTRUCTION SHOWN ON THE PLANS. EARTHWORK NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST '72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 3. STORM PIPE SHALL BE AS NOTED ON PLANS.- 4. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 5. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 6. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 7 IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS C_ORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS` OR BETTER. 8. AL L STORM PIPE ENTERING STR UCTURES SHALL BE SEALED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 9. ALL STORM SEWER MANHOLES FRAMES AND GRATES ARE TO BE SET EQUAL TO FINISH GRAD ES, AND SHALL HAVE TRAFFIC BEARING RING &COVERS' {H20}. LIDS SHALL BE LABELED "STORM SEWER". 10 . THE CONTRACTOR :SHALL ADHERE TO ALL TERMS &CONDITIONS AS OUTLINED IN N THE STORM WATER POLLUTION PREVENTION PLAN. 11. CONTRACTOR SHALL ADJUST AND OR CUT' EXISTING PAVEMENT AS NEC ESSARY CESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 12. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 13. TOPOGRAPHIC INFORMATION TAKEN FROM A EXISTING CONDITIONS PLAN BY R LEVESQUE ASSOCIATES, INC. IF CONTRACTOP, DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION„ HE SHALL HAVE MADE, AT HIS EXPENSE, A TO POGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT 1T TO THE OWNER FOR REVIEW. 14. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION. FABRIC' TO ALL SLOPES 3H.1 V OR STEEPER. CONTRACTOR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH` THE SPECIFICATIONS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 15. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES ,AND BE CONSTRUCTED TO SAME, 16. EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH ARCHITECTURAL BUILDING PLANS AND SPECIFICATIONS. 17. IF CONTRACTOR RELOCATES OR SETS NEW ;BENCHMARKS, THE VERTICAL ELEVATIONS OF THE BENCHMARKS, SHALL BE SET WITHIN A TOLERANCE OF 0.010 FT. ALL FOOTINGS AND FOUNDATIONS FOR PROPOSED STRUCTURES SHALL BE EXCAVATED TO NATIVE SUBGRADE AND COMPACTED PER ARCHITECTURAL SPECIFICATIONS. 18. CONTRACTOR SHALL LEAVE GRADE BEHIND CURB IN ALL PLANTER AREAS A MINIMUM OF 4 .LOW FOR THE PLACEMENT OF SUITABLE TOPSOIL OR PLANTING MIX . 19. CONTRACTOR TO SPREAD ON -SITE STOCKPILE TO A 4" DEPTH ON ALL AREAS TO BE SODED/SEEDED AS SHOWN ON LANDSCAPE' DRAWINGS. SITE CONTRACTOR FINE GRADE OF INSTALLED TOPSOIL- PRIOR TO HYDROMULCHING BY LANDSCAPE SUB -CONTRACTOR. SITE UTILITY NOTES GENERAL: 1. AL L FILL- MATERIAL IS TO BE IN PLACE AND COMPACTED' :BEFORE .INSTALLATION OF PROPOSED UTILITIES. 2. TOPS OF EXISTING MANHOL ES SHALL 8E SET EQ UAL TO FINISH GR ADE. IN GRASSED LANDSCAPED AREAS WITH WATER TIGHT LIDS. 3. ALL CO NCRETE FOR ENCASEME NTS SHALL HAVE A I M NIMUM 28 DAY COMPRESSION STRENGTq AT 3000 P.S.I. 4. DRAWINGS' D0 NOT PURPORT TO SHOW ALL EXISTING UTILITIES. 5. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 6. PR IOR TO CONSTRUCTION NS RUCTION OF UTILITIES REFER TO ARCHITE CTURAL INTERIOR PLUMBING:. DRAWINGS' FOR ALL TIE-INS. 7. SITE` GENERAL CONTRACT OR 1S RESPONSIBLE / .FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AU THORITIES TIES AT THE CI TY TY WITH REGARD TO MATERIALS AND INS TALLATION OF THE WATER AND SEWER LINES. 8. THE CONTRACTOR 15 SPE CIFICALLY CAU TIONED THAT THE :LOCATION AND OR ELEVATION F 0 EXIS TING UTILITIES AS SHOWN ON THESE PLANS 1S BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFOR MATION IS N07 TO BE RELIED ON A5 BEING EXAC T OR COMPLETE . THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIE S AT LEAST 72 HOURS BEFORE .ANY EXCAVA TION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE" ALL EXISTING UTILITIES WHICH CONFLICT' WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 9. ALL :NECESSARY INSPECTIO NS AND OR CERTIFICATI ONS IONS REQUIRED 8Y CODES AND OR UTILITY SERVICE COMPANIES .SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 10 . CONTRACTOR SHA LL ALL COORDINATE WITH ALL UTILITY COMPANI ES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 11. CONTRACTOR SHALL COORDINATE INSPE CTION OF UTILITY LINES.. WITH APPROPRIATE AUTHORITIES PRIOR TO BACKFILLING TRENCHES. 12. CO NTRACTOR SHALL COMPLY L WITH THE LATEST OS HA STANDARDS OR DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENC HING .PROCEDURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND MAINTENANCE OF ALL SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS OF PROTECTION. 13. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTIL ITIES WITH LOCAL COMPANIES TO AVOID CONFLICTS AND TO ASSURE THAT PROPER DEPTHS ARE ACHIEVED. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANIES FOR EXACT LOCATION AND SCHEDULING OF CONNECTIONS TO THEIR FACILITIES. 14. THE LOCATION OF EXISTING UNDERGROUND UTILITIES .ARE SHOWN IN AN APPROXIMATE. WAY ONLY DUE fi0 THE LACK OF AVAILABLE DOCUMENT ATION. ALL UTILITIES, INCLUDING' CURB BOXES, MAY NOT BE SHOWN ON THESE ;DRAWINGS. THE CONTRACTOR SHALL CA LL THE "DIG SAFE CENTER" TO HAVE ALL UTILITIES MARKED ON THE GROUND PRIOR TO THE START OF CONSTRUCTION 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR DUE TO ,HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 16. DO NOT INTERRUPT EXISTING UTILITIES WITHOUT AUTHORIZATION FROM THE OWNER, OWNERS OF ADJACENT PROPERTIES, AND THE CORRESPONDING UTILITY OWNER. CONTRACTOR SHALL ARRANGE TO SHUT OFF UTILITIES, AS REQUIRED,. WITH THE UTILITY OWNERS. 17. COORDINATE UTILITY TERMINATION WITH UTILITY OWNERS. SEWER: 1. SANITARY SEWER MAINS AND LATERALS SHALL BE PVC PIPE CONFORMING TO ASTM D 3034- SDR35. THE MINIMUM SIZE' FOR SEWER- MAINS SHAL BE $"• , SEWER LATERALS SHALL BE 4" MIN. 2. ALL SANITARY SEWERS, SEWER FORCE MAINS, AND SEWER LATERALS SHALL BE INSTALLED IN FIRST-CLASS BEDDING AND IN ACCORDANCE WITH THE DEPARTMENT OF PUBLIC WORKS SPECIFICATIONS. SEWERS SHALL BE INSTALLED TO THE LINE AND GRADE INDICATED ON THE PLANS. 3. ONLY PRECAST CONCRETE MANHOLES OF A DESIGN APPROVED BY THE TOWN ENGINEER SHALL BE ,INSTALLED ON A SANITARY SEWER MAIN, 4. NO GROUNDWATER OR SURFACE WATER SHALL BE DISCHARGED INTO THE SANITARY SEWER. 5. WHERE ROCK IS ENCOUNTERED, IT SHALL_ BE REMOVED TO A DEPTH OF ONE FOOT BELOW THE FLOWL.INE OF THE SEWER AND THE PIPE LAID IN A PROPERLY COMPACTED GRANULAR MATERIAL APPROVED BY THE TOWN ENGINEER. 6 ONLY GRANULAR MATERIAL APPROVED BY THE TOWN ENGINEER SHALL BE USED AS BACKFILL IN ANY TRENCH EXCAVATION, 7. ALL SANITARY SEWER MANHOLE INVERTS ARE TO BE BRICK. WATER 1. CONTRACTOR SHALL CONTACT THE CITY WATER RESOURCE DEPARTMENT FOR SPECIFI CATIONS AND MAKE OF VALVES, VALVE BOXES, FIRE HYDRANTS AND ALL OTHER WATER LINE APPURTENANCES. 2. WATER LINE TESTING AND STERILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL DPW SPECIFICATIONS AND WATER DISTRIBUTION SYSTEM. CONTRACTOR SHALL COORDINATE TESTING WITH THE CITY WATER DEPARTMENT. J. ALL WATER MAIN SHALL BE DUCTILE IRON (D.I.), CLASS 52, AWWA C-151 (ANSI A21.40). D.I. PIPE SHALL BE DOUBLE CEMENT LINED WITH A SEAL COAT .CONFORMING- TO AWWA C-104 (ANSI A--21.4). 4., JOINTS FOR D.I. PIPE SHALL BE PUSH -ON OR OTHERWISE APPROVED, AWWA C151(ANSI A-21.51) WITH -ASKET9 CONFORMING TO AWWA C=111 (AN 1 A=21.11) MAXIMUM L€ OTH OF PIPE TO BE 20 L.F. 5. ALL FITTINGS SHALL BE DUCTILE IRON CLASS 53 :WITH PRESSURE RATING OF 350 PSI AND MECHANICAL JOINTS CONFO RMING TO AWWA C 151 (ANSI A21.51). 6. RETAINER GLANDS.. RE TAINER GLANDS SH ALL BE DESIGNED TO IMPART '.MULTIPLE WEDGING ACTION AGAINST THE PIPE, INCREASE ITS RESISTANCE AS THE PRESSURE INCREASES. GLANDS SHALL BE MANUFACTURED OF DUCTILE IRON CONFORMING TO ASTM A536-80. RESTRAINING DEVICES SHALL BE DUCTILE ,IRON HEAT -TREATED TO A MINIMUM HARNESS' OF 370 BHN. TWIST -OFF NUTS SHALL BE USED TO INSURE PROPER ACTUATING OF THE RETAINER GLAND. DIMENSIONS OF THE GLAND SHALL BE SUCH THAT IT CAN BE USED WITH THE STANDARD MECHANICAL BELL JOINT - AND TEE -HEADED BOLTS CONFORMING TO ANS1/AWWA A21.1 AND ANSI/WWA 153%A21.5. THE RETAINER GLAND SHALL HAVE A WORKING PRESSURE OF 250 PSI WITH A MINIMUM SAFETY FACTOR OF 2:1 AND SHALL BE CERTIFIED BY THE MANUFACTURE R 70 8E COMPATIBLE WITH THE PIPE CLASS AND PIPE MANUFACTURER FOR ALL SIZES PROVIDED ON THE JOB. THE RETAINER GLAND SHALL BE MEGA -LUG AS MANUFACTURED EBAA IRON, INC., OR APPROVED EQUAL. 7. ALL WATER MAINS, UNLESS OTHERWISE NOTED, SHALL BE INSTALLED WITH A MINIMUM FIVE FEET OF COVER. WHEN CROSSING ABOVE OR BELOW WATER PIPELINES, A MINIMUM VERTICAL SEPARATION OF SIX INCHES SHALL BE PROVIDED. WHEN CROSSING SANITARY SEWERS, A MINIMUM OF 18" SHALL BE PROVIDED. SITE UTILITY NOTES CONTINUED 8. THE INSTALLED WATER MAIN SHALL BE PRESSURE TESTED FLUSHED' AND DISINFECTED Y B CONTRACTOR IN ACCORDANCE WIT H AWWA C 600 .AND AWWA C fi51 OR PER CITY/TOWN WATER DEPARTMENT STANDARDS. 9. DUCTILE IRON -PIP ES SHALL. BE INSTALLED IN ACCORDANCE WITH AWWA G 600. 10. ALL. MECHANICAL JO INTS ARE TO BE RESTRAINED. FITTINGS SHALL BE RESTRAINED BY MECHANICAL JOINT :RESTRAINTS. THE PIPE CONNECTED TO THE. FITTING SHALL BE RESTRAINED PER THE RESTRAINT SCHEDULE. (SEE DETAIL SHEETS) 1 1 .THE CONTRACTOR SHALL MARK THE LOCATION OF THE PROPOSED WATER MAIN AT LEAST 48 HOURS PRIOR TO EXCAVATING. EXCAVATION SHALL .NOT PROCEED WITHOUT AUTHORIZATION BY THE ENGINEER. 12. ALL WATER MAINS HYDRANT BRANCHES AND SE RVICES :SHALL HAVE :UTILITY WARNING TAPE. THE TAPE SHALL :BE BURIED APPROXIMATELY 2 FEET BELOW FINISHED GRADE. 13. BA CKFILL SHALL BE COMPACTED C TO 95 PERCENT OF TH E STANDARD :PROCTOR DENSITY AS DETERMINED BY ASTM D698. CO MPACTION EQUIPMENT Q ENT USED MUST BE SPECIFICALLY Y L DESIGNED S GNED FOR COMPACTION. TA MPING WITH THE .BACK OF THE BACK HOE .BUCKET IS UNACCEPTABLE COMPACTION. 14. ALL WATER SERVI CES SHALL BE 1" D I A. COPPER' TUBING TYPE K SOFT TEMPER CONFORMING TO ASTM 888 UNLESS OTHERWISE NOTED. 15. DEPRESS WATER MAIN UNDER EXISTING SERVICES AND N HYDRANT BRANCHES ' TO MAINTAIN 5,_0" F O COVER. 16. ALL WATER MAINS SHALL BE LAID AT LEAST 'TEN (10) FEET HORIZONTALLY FROM EXISTING 10P PRC1Pa_'0) SbNITAPY SEINER 1.IC DISTA E SI-JaALL BE A:I,SlSUR1D EDCE TO CDC-C. 17. ID ENTIFY EACH .PIPE LENGTH &FITTING CLEARLY WITH MANUFACTURE'S NAME TRADEMARK. NOMINAL PIPE SIZE & MATERIAL DESIGNATION. 18. ALL WATER S & MAIN SERVICE PIP SHALL BE LAID 1N A TRENCH SEPARATE FROM ANY OTHER UTILITY GAS ELECTRIC TELEPHONE ETC. SHALL BE A MINIMUM NO LESS (GAS, , ) THAN FIVE (5) FEET FROM ANOTHER UTILITY. 19. ALL MATERIAL SHALL BE IN ACCORDANCE WITH CITY/TOWN WATER DEPARTMENT "RULES & REGULATIONS". ALL WOR K TO BE PERFORMED IN ACCORDANC E WITH CITY OWN WATER' DEPARTMENTSPEC! FICATIONS , C! TOWN TY/ WATER A ER DEPARTMENT STANDARDS SHALL TAKE PRECEDE NCE OVER ANY REQUIREMENTS Q REMENTS LISTED ABOVE. R LEVESQUE u ASSC"C IAT z ES _ Landscape s ape Architects Civil Engineers • Land Surveyors Environmental Consultants h: 413.568.0985 fox: p a 3.568.0986 40 School Street Westfield MA 01 4$5 rlaland.com W W L Ln ul W �W 0 W r z 3: M W o W -rrr� E M 0. Ln W m M N L Ln rU IL C M MM W Cn ..r W, k. . f k (�� :S a-0 s A Q R :,•eft£ 3tl kf'l ��.. PREPARbIj FOR Hillside Development Corporation .. 267 Hillside Road Southwick ISSUANCE DATE: October 6, 2016 REVISIONS: DATE: A. Engineering comments dated: 10/20/16 10/28 UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE; AS NOTED RLA PROD. NUMBER: 160915 r NOTES 1. THE RECORD OWNER OF THE SUBJECT PARCEL IS HILLSIDE DEVELOPMENT CORPORATION. SEE' HAMPDEN COUNTY REGISTRY OF DEEDS BOOK 21369 PAGE 266. 2. THE PROPERTY LINES SHOWN HEREON ARE BASED UPON A PLAN TITLED, "PLAN OF LAND IN AGAWAM, MASS" PREPARED BY DURKEE, WHITE, TOWNE AND CHAPDELAINE, DATED JUNE 30, 1964. SEE HAMPDEN COUNTY REGISTRY OF DEEDS BOOK OF PLANS 114 PAGE 88. 3, THIS PLAN HAS BEEN PREPARED FOR SITE PLANNING PURPOSES AND SHALL NOT BE USED FOR THE CONVEYANCE OF LAND OR FOR ANY OTHER USE. 4. SUBJECT PARCELCONTAINS21,348 S.F. 5 THE SUBJECT PROPERTIES SHOWN HEREON MAY BE SUBJECT TO RIGHTS AND EASEMENTS AS CONTAINED IN THE VARIOUS DEEDS OF RECORD DESCRIBING SAID PROPERTIES. THE LOCATION AND EXTENT OF ANY SUCH RIGHTS AND EASEMENTS IS NOT THE SUBJECT OF THIS PLAN. 6 THE EXISTING CONDITIONS INFORMATION SHOWN IS BASED UPON A TOPOGRAPHIC SURVEY PERFORMED BY R LEVESQUE ASSOCIATES, INC. IN SEPTEMBER 2016. 7 THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION, AVAILABLE RECORD DATA, TOWN OF AGAWAM GIS. R. LEVESQUE ASSOCIATES INC. MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. R LEVESQUE ASSOCIATES INC. FURTHER DOES NOT WARRANT THAT THE UNDERGROUND U TILI TIES SHOWN HERE ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION. 8. SUBJECT PARCEL IS ZONED BUSINESS A ACCORDING TO THE TOWN OF AGAWAM ZONING MAP. 9. THE SUBJECT PARCEL 1S NOT LOCATED WITHIN A SPECIAL FLOOD ZONE AREA ACCORDING TO FLOOD INSURANCE RATE MAP NUMBER 25013CO391 E - EFFECTIVE DATE: 7-• 16-2013. LAYOUT NOTES 1. SITE CONTRACTOR SHALL REFER TO REMAINING PLAN SET FOR INFORMATION REGARDING SITE LAYOUT: 2. IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH SITE INFORMATION SHOWN HEREON. 3. PRIOR TO SUBMITTING THEIR BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND THE SAID SPECIFICATIONS WITH THE PROJECT PROPONENT AND LANDSCAPE ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. SIGNAGE AND PAVEMENT MARKING NOTES 1. STRIPE ALL PARKING AREAS AS SHOWN, INCLUDING PARKING SPACES, STOP BARS, CROSSWALKS, AND ACCESSIBLE ROUTE MARKINGS AND SYMBOLS USING WHITE TRAFFIC PAINT. PAINTED ISLANDS, FIRE LANES, AND TRAVEL WAY CENTERLINES SHALL BE PAINTED USING YELLOW TRAFFIC PAINT. ALL TRAFFIC PAINT SHALL CONFORM TO AASHTO M248 TYPE "N". 2. STOP BARS SHALL BE 12" WIDE (WHITE). 3. ALL PARKING STALL LINES SHALL BE 4" WIDE (WHITE). 4. ALL PAVEMENT MARKINGS AND SIGN S SHALL CONFORM TO :MANUAL ON UNIFORM TRAFFIC` CONTROL DEVICES", 'STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS"MASSDOT STATE BUILDING CODE. AND A DA REQUIREMENTS- AND AS SHO WN ON THE PLANS & DETAILS. ACCESSIBILITY NOTES 1. ALL ACCESSIBLE ROUTES, TRANSITIONS, AND ACCESSIBLE PARKING/LOADING AREAS, INCLUDING ALL ENTRANCES TO BUILDING, SHALL ADHERE TO 521 CMR. 2. SHOULD THE ARCHITECT PROVIDE ADDITIONAL ENTRANCES OR MEANS OF EGRESS, ADDITIONAL ACCESSIBLE ROUTES MAY BE REQUIRED. 3. IT IS THE RESPONSIBILITY OF THE ARCHITECT AND CONTRACTOR' TO NOTIFY THE ENGINEER AND LANDSCAPE ARCHITECT OF ANY CHANGES TO THE PROPOSED BUILDING THAT WOULD AFFECT THE ACCESSIBILITY REQUIREMENTS OF THE PROPOSED SITE. 4. THE CONTRACTOR' SHALL REVIEW IN DETAIL THE REQUIREMENTS OF 521 CMR AND SHALL BE RESPONSIBLE FOR CONFORMANCE WITH SAID REGULATIONS. CONSTRUCTION SEQUENCE 1. CONTACT THE TOWN OF AGAWAM AT LEAST FORTY-EIGHT HOURS PRIOR TO COMMENCEMENT OF ANY DEMOLITION, CONSTRUCTION, OR EARTHWORK ACTIVITY ON THIS PROJECT. 2. CONSTRUCT ANTI -TRACKING PAD AT ENTRANCE AND INSTALL ANY REQUIRED INLET PROTECTION AS DEPICTED ,ON THE PLAN. J. INSTALL SILT FENCE AS SHOWN ON THE PLANS. 4. UPON COMPLETION OF EROSION CONTROL MEASURES, CLEARING AND GRUBBING AND EARTHWORK MAY COMMENCE. 5. CLEAR AND GRUB SITE. STOCKPILE ANY CHIPPING OR TOPSOIL MATERIAL TO REMAIN ON SITE FOR LONGER THAN 14 DAYS' AND INSTALL SILT :FENCE AROUND THE PERIMETER OF THE STOCKPILE. 6. COMMENCE EARTHWORK BY EXCAVATING FOR THE CUT/FILL SLOPES AS SHOWN ON THE PLANS. STABILIZE/SEED ANY SLOPES THAT HAVE ACHIEVED FINAL GRADE. 7. INSTALL UTILITIES AS SHOWN ON PLANS INCLUDING WATER SERVICE, SEWER SERVICE, GAS SERVICE, ELECTRICAL SERVICE AND STORMNIATFR MANAGEMENT SYSTEM. 8. GRADE THE SITE TO ACCEPT PAVEMENT SECTION MATERIALS. 9. INSTALL PAVEMENT AS SPECIFIED ON THE PLANS. 10. UPON INSTALLATION OF PAVEMENT SURFACE INSTALL INLET PROTECTION AS REQUIRED ON ANY NEW INLET STRUCTURES. 11. FINAL GRADING AND STABILIZATION OF ANY REMAINING EXPOSED AREAS. 12 AT THE DIRECTION OF THE TOWN OF AGAWAM, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED. LAND N/F HOPE COMMUNITY CHURCH LAND N/F ALEXANDER LUKN EXISTING DRAINAGE FLOWAGE EASEMENT x,APr rnn 997AU (rvc.) PROPOSED --, WHEEL STOP WITH ACCESSIBLE PARKING SIGN AND CONCRETE FILLED BOLLARD (TYP) PROPOSED VAN - ACCESSIBLE SPACE' AND SIGNAGE PROPOSED STRIPING' PROPOSED MONOLITHIC CONCRETE CURB AND SIDEWALK x 3 huffV� 'e L 30_ 00' BxisL C f ifs 277. 1 xt r �n t 1=22CA-, E S t, S i .' I 24,3 '2 20' PROPOSED 10'X 1( DUMPSTER PA AND ENCLOSUR PROPOSED BIKE RAC WITH CONCRETE PAD 91 LAND N/F U;w. N C,- SHAMIR ILYA (TO BE -REMOVED) HIQ'I FEW- -8 0' ` 10. 50 R3' .. 24'------7f---18' 0> 9'(TYP) RAMP < FLUSH i 1 4 IJ RAMP 70 i 'C-) I l cz I' BIT CONC. - I. PAVING I PROPOSED DOES STOP SI GN GN AND BAR R5' 24 R5' TT m w� mm ~� € `j 6.0' l 4 DRYWELL � � ) FOR ROOF i LEADERS' i l (TYPICAL) € PROPOSED I 5,000 S.F. BUILDING �eI II F.F.E. 226.05 i 1198 and J202 i � l PROPOSED i DETECHABLE I PANEL' '. BUILDING SETBACK LINE r NO 120' ON C. CROSS WALK Exit S H R�zm=217,42 x°st, 0B Ri-n=217,06 -V , € A S,�.' ONLY EXISTiNG CONTROL BOX ]. COP Ti�=Jfir Lr''0,(4T 3v R:'m=217,27 p 2 \4OT n ,J\LP //__R,in-.-=2T7.24 Exi S .. xis' Si- 2 s 1 ire •=��,1 �0 N\ �D sa % N0 f BI WV ON FED I `L PROPOSED DETECTABLE PANEL (TYPICAL) i....x€�e 09, 12" p=:.c ,- 22'„34 TYPE I! BIT. CONC..BERM 1N::R.O:W. yyH .r � t � a _ t 8" pvc :> E 5 J ff I Pvc `r , _'r w x 5 C 1 F�.f> # vc h:i. � e 0 8Y pv ,... 21 ,95 4 .. At� ?� 3� MA �<:'✓; Ex. 1•.:+1�4Y' Cl:�.rY.'.rs.S',,. ..3`, s 7 jY` .v ? , 2 f i.l.. #t:{? .3-`��.. V. r DM': Rt'ct ! 16 '3`9 t fr 2" pvc r v{ 1 }" - ` 4 � 1 2 pvc inv`2 2 7, � f t i tV :f1V.l3: ?. 8 f !f i Foost tJF�C {� . .� C,i i.. f.1:33 20 0 10 20 40 SCALE 1 "=20' PERMITTING H R LEVESQUE ASSOCIATES z Landscape Architects ; Civil Engineers • Land Surveyors Environmental Consultants ph;- 413.568.0985 fax: 413.568.0986 40 School Street Westfield, MA 01085 rlaland.com W II• Ln Z J CL rW Ln m „ i EEEE� ■ W Q D O Q, J W 7 ��W,, :3 ,V ra O U W M U N L ® M � a Ul M 0 Cn fi1F �itl 0 E,w@Lpp-.6��gE1,vI. C RAVif .. L [� PREPARED FOR: Hillside Development Corporation 267 Hillside Road Southwick ISSUANCE DATE: October 6, 2016 REVISIONS: DATE: A. Engineering comments dated:,10/20/16 10/28 B. Engineering comments dated: 11 /03/16 11I03 UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETrS STATE LAW SCALE: AS NOTED RLA,PROJ. NUMBER: 160915' s CONSTRUCTION NOTES 1, UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD DATA AND ARE APPROXIMATE. ACTUAL FIELD LOCATIONS SHOULD BE VERIFIED. WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION. 2. ALL LAYOUT WORK REQUIRED SHALL ;BE PERFORMED BY A LICENSED SURVEYOR OR ENGINEER EMPLOYED BY THE CONTRACTOR. 3. CONTRACTOR TO NOTIFY DIG SAFE A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTROC77ON ACCORDING TO MA GENERAL LAWS NOTE: CONTOURS LAND N/F 4. APPROVED PLANS TO BE ON S17E AT ALL TIMES. HOPE COMMUNITY CHURCH N/F SHAMIR ILYA TOWN OF AGAWAM 5. CHANGES TO THIS PLAN MAY OCCUR AS UNFORESEEN CONDITIONS ARISE. ALL CHANGES TO BE APPRCVED BY DESIGN ENGINEER, FIELD INSPECTOR AND CITY/TOWN ENGINEER. INSTALL 6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND SAFETY OF TRAFFIC ON THE CONTROL BLANKEDISTURBED 5L PUBLIC AND PRIVATE WAYS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. OR i 7 CONTRACTOR SHALL PROTECT ALL SLOPES, VEGETATION, PAVING, WALKS, AND IMPROVEMENTS OUTSIDE THE AREAS TO BE AFFECTED BY THE CONSTRUCTION OF THIS PROJECT 8. TREES, BRUSH AND STUMPS REMOVED BY CLEARING" AND GRUBBING OPERATIONS SHALL BE TRANSPORTED OFF THE PROJECT SITE TO AN APPROVED DISPOSAL LOCATION. 9 CALCIUM CHLORIDE/WATER FOR DUST CONTROL TO BE AVAILABLE AT ALL TIMES. 10. ALL PAVEMENT MARKINGS CHANGED, ALTERED OR REMOVED SHALL BE REAPPLIED. / 7 / f 11. ALL CONSTRUCTION METHODS TO CONFORM TO AGAWAM PLANNING BOARD REGULATIONS AND I f W 1 } BOARD OF PUBLIC WORKS SPEClF1CATTONS. EXISTING DRAINAGE FLOWAGE EASEMENT 12. AGAWAM DEPARTMENT OF PUBLIC WORKS APPROVAL IS NOT TO BE CONSTRUED AS AN ALL 1A1OW-OV9 APPPOVAL A9 OT14CP AADPOVALS MAY DC NC0C_-_-AnY, I.C. 70►i9N CH01HCCf:, CONSERVATION, FIRE DEPARTMENT, WATER DEPARTMENT, ETC, 11 1 13. ALL CATCH BASINS TO HAVE 48" SEALED SUMPS AND HOODS. l l W }} N f I I f I I N } } 14. EROSION CONTROL MEASURES TO BE IN PLACE PRIOR TO START OF CONSTRUCTION.TO RECEIVE LiARK 2.1 SLOPEMULCH GRADING & DRAINAGE NOTES PLANTING BED (SEE SHEET C-S) I. SITE CONTRACTOR SHALL REFER TO REMAINING PLAN SET FOR INFORMATION REGARDING GRADING AND DRAINAGE. 2. 1T SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE LAND N/F INFORMA77ON CONTAINED IN OTHER SHEETS WITH GRADING AND DRAINAGE ALEXANDER LUKIN INFORMATION SHOWN HEREON. 3. PRIOR TO SUBMITTING A BID FOR CONSTRUCTION, THE S17E CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND THE I I } 12" PVC 1NV.=230.00 - SPECIFICA77ONS WITH THE PROJECT PROPONENT AND LANDSCAPE 1 f I l Iy l } ARCHITECT/ENGINEER. SHOULD THE S17E CONTRACTOR FAIL TO COMMUNICATE W W I l l l l } ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS` ( I f I RESULTING' FROM SAID DISCREPANCY. } } Exist. CB f Rim=231.99 1 k l I y S 4. CONTRACTOR SHALL N077FY DESIGNER/ENGINEER OF ANY UNEXPECTED 12" W pvc inv.=228.80 COND17ONS 774AT ARE ENCOUNTERED DURING CONSTRUCTION. Z1I 5. ONCE DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONING, THE OWNER/S17E Exist. CB CONTRACTOR SHALL COORDINATE WITH R LEVESQUE ASSOCIATES, INC. (RLA) TO Rim=231.31 CONDUCT A POST -CONSTRUCTION ANALYSIS OF THE DRAINAGE SYSTEM DURING 12" pvc inv. (1)=226.41 ACTUAL STORM EVENTS TO DETERMINE THE FUNCTIONALITY OF THE INSTALLED 12" pvc env. (2)=226.43 DRAINAGE SYSTEM DURING SAID EVENTS. SHOULD THE DRAINAGE SYSTEM NOT W \ FUNC77ON AS DESIGNED UNDER REAL WORLD CONDITIONS, RLA WILL RECOMMEND ADJUSTMENTS TO THE DRAINAGE SYSTEM TO BE IMPLEMENTED BY THE OWNER/SI'#'E CONTRACTOR. f a 6. ALL U77LITY CONSTRUCTON SHALL CONFORM TO THEIR RESPEC77VE CITY/TOWN DEPA R TMEN T SPECIFICATIONS. J ysT SHORT-TERM EROSION CONTROL „MAINTENANCE + \ \ 1 1 1. THE CONTRACTOR OR SUBCONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING- EACH CONTROL SHOWN ON THE SEDIMENTATION AND EROSION CONTROL PLAN. } \ \ \ 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFF -SITE SEDIMENTATION IF DEEMED ( \ T r NECESSARY BY ON -SITE INSPECTION. Q \ ! I 3. EFFECTIVE EROSION -CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE `r Dd ! COMMENCEMENT OF CLEARINC, GRADING, EXCAVATION, OR OTHER OPERATIONS THAT WILL DISTURB THE NATURAL PROTECTION. \ l r 4. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND AFTER ANY STORM EVENT GREATER ) 1 Exist. SMH bA THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24--HOUR PERIOD, AND THE f Rim=234.52 `Ct INSPECTION SHALL BE DOCUMENTED IN WRITING. DAMAGED OR INEFFECTIVE 'Exist. SMH 8" inv. oUt`= DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY CS Rim=243.22 c' 5. THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID EXCESS EROSION OF THE SITE DUE TO THE CONSTRUCTION OF THIS PROJECT. n 6. SILT SHALL BE REMOVED FROM BEHIND BARRIERS IF GREATER THAN 6-INCHES DEEP OR AS NEEDED. SEDIMENT THAT IS COLLECTED IN STRUCTURES SHALL BE BENCHI DISPOSED OF PROPERLY AND COVERED` IF STORED ON -SITE. TOP Of 7. DAMAGED OR DETERIORATED ITEMS WILL BE REPAIRED IMMEDIATELY AFTER ELEVA7 IDENTIFICATION. TOWN 8. ALL DITCHES SHALL BE STABILIZED AS SOON AS IS PRACTICABLE TO MINIMIZE A EROSION. 9. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD, WORKING STATE OF REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. AT U THAT TIME, THE EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED a OF SO AS TO CAUSE NO OFF -SITE SILTATION. 10. W",P€CT AND MAINTAIN CONSTRUCTION ENTRANCE STONE 9UC14 THAT SEDIMENT DOES NOT TRACK ONTO THE STREET. ANY SEDIMENT TRACKED ONTO THE STREET SHALL BE CLEANED DAILY.- b 11. AFTER CATCH BASINS HAVE BEEN CONSTRUCTED AND THE SITE HAS BEEN PAVED, THE CONTRACTOR SHALL PROTECT THE INLETS BY CONSTRUCTING INLET = PROTECTION AS SHOWN ON THE PLANS. INLET PROTECTION TO REMAIN IN PLACE AND MAINTAINED UNTIL DISTURBED AREAS HAVE BEEN STABILIZED, LOAMED r?r+ AND SEEDED. ACC! 12. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ALL DISTURBED EARTH HAS BEEN SUBSTANTIALLY STABILIZED. AFTER REMOVAL OF MEASURES, 1 A DISTURBED AREAS SHALL BE REGRADED AND STABILIZED AS NECESSARY. A 0 13. THIS PLAN IS PROVIDED AS A BASIS FOR THE INITIAL SEDIMENTATION AND 2. S EROSION CONTROL MEASURES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY A TO UPDATE AND EXPAND THIS PLAN AS SITE CONDITIONS DICTATE. IT IS THE:. A a� CONTRACTOR'S RESPONSIBILITY TO PREVENT THE OCCURRENCE OF SILTATION TO 3. 17 A WETLAND RESOURCE AREAS AND THE MOVEMENT OF SEDIMENT BEYOND THE SITE E ' BOUNDARIES. B tn P. v� 4. P ' Si ca' 20 0 10 20 40 as •� SCALE: 1 "=20' 9 .......... Exist. SMH Rim=217.42 PROPOSED SILT FENCE AT DOWNGRADIENT LIMIT -OF -WORK -INSTALL INLET PROTECTION (TYP) -Exist. CB Rim=217.06 LIGHT BASE ONLY --- EXISTING CONTROL BOX POE? 'MAr>`10 otaol i Exist. SMH Rim=217.27" 22\40T ©\U\LP Exist. CB Rim=217.24 SIGN POSTS -Exist. D'MH Rim =217.10 Exist. SMH Rim=216.60 VEU SOCIATES3U. Landscape Architects Civil Engineers •'Land Surveyors Environmental Consultants x ph. 413.568.0985 fdx; 413.568.0986 40 School Street Westfield, MA 01085 rlaland.com z CL Cr V W W C. 'W Lq W M ® , 3 M 1Y °r. Cn m fu kb z M. co(n r `ONIU#' ev ' "ram #ifa#'sll4111 PREPARED FOR: Hillside Development Corporation 267 Hillside Road Southwick ISSUANCE DATE: October 6, 2016' REVISIONS; DATE: A. Engineering comments dated: 10/20/16 10/28 B. Engineering comments dated: l l /03/16 11 /03 UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW I SCALE: AS NOTED CONSTRUCTION NOTES 1. UNDERGROUND U77LI77ES SHOWN HEREON ARE BASED UPON SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD DATAANDARE APPROXIMATE ACTUAL FIELD LOCATIONS SHOULD BE VERIFIED WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION. 2. ALL LAYOUT WORK REQUIRED SHALL BE PERFORMED BY A LICENSED SURVEYOR OR ENGINEER EMPLOYED BY THE CONTRACTOR. 3. CONTRACTOR r0 NOTIFY DIG SAFEA MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION ACCORDING TO MA GENERAL LAWS. 4. APPROVED PLANS TO BE ON SITE AT ALL TIMES. 5. CHANGES TO THIS PLAN MAY OCCUR AS UNFORESEEN CONDITIONS ARISE ALL CHANGES TO BE APPROVED BY DESIGN ENGINEER, FIELD INSPECTOR AND CITY/TOWN ENGINEER. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND SAFETY OF TRAFFIC ON THE PUBLIC AND PRIVATEWAYS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.; 7. CONTRACTOR SHALL PROTECT ALL SLOPES, VEGETATION, PAVING, WALKS, AND IMPROVEMENTS OUTSIDE THE AREAS TO BE AFFECTED BY THE CO NSTRUCTION OF THIS PROJECT.; 8. TREES, BRUSH AND STUMPS REMOVED BY CLEARING AND GRUBBING OPERA77ONS SHALL BE TRANSPORTED OFF THE PROJECT SITE TO AN APPROVED DISPOSAL -'LOCATION. 9.. CALCIUM CHLORIDE/WATER FOR DUST CONTROL TO BE AVAILABLE AT ALL TIMES. 10. ALL PAVEMENT MARKINGS CHANGED, ALTERED OR REMOVED SHALL BE REAPPLIED. 11. ALL CONSTRUCTION METHODS TO CONFORM TO AGA WAM PLANNING BOARD REGULA 77ONS AND DEPARTMENT OF PUBLIC WORKS SPECIFICATIONS. 12. AGAWAM DEPARTMENT OF PUBLIC WORKS APPROVAL IS NOT TO BE CONSTRUED AS AN ALL INCLUSIVE APPROVAL AS OTHER APPROVALS MAY BE NECESSARY, I.E. TOWN ENGINEER, CONSER VA TION, FIRE DEPARTMENT, WATER DEPARTMENT, ETC. 13. EROSION CONTROL MEASURES TO BE IN PLACE PRIOR TO START OF CONSTRUCTION. GRADING & DRAINAGE NOTES 1. SITE CONTRACTOR SHALL REFER TO REMAINING PLAN SET FOR INFORMATION REGARDING GRADING AND DRAINAGE. :- REFERENCE INFORMA 770N 2. IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS CONTAINED IN OTHER SHEETS WITH GRADING AND DRAINAGE INFORMA77ON SHOWN HEREON. 3. PRIOR TO SUBMITTING A BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND THE /ENGINEER. SPECIFICATIONS WITH THE PROJECT PROPONENT AND LANDSCAPE ARCHITECT SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. 4. CONTRACTOR SHALL NOTIFY DESIGNER/ENGINEER OF ANY UNEXPECTED CONDITIONS THAT ARE ENCOUNTERED DURING CONSTRUCTION. :INSTALLED AND FUNCTIONING THE OWNER SITE CONTRACTOR 5. ONCE DRAINAGE SYSTEM !S , / WITH R LEVES UE ASSOCIATES INC. 'RLA ` TO CONDUCT A SHALL COORDINATE Q ( ) POST -CONSTRUCTION ANALYSIS OF THE DRAINAGE SYSTEM DURING ACTUAL STORM EVENTS TO DETERMINE THE FUNCTIONALITY OF THE INSTALLED DRAINAGE SYSTEM DURING SAID EVENTS. SHOULD THE DRAINAGE SYSTEM NOT FUNCTION AS DESIGNED UNDER REAL WORLD CONDITIONS, RLA WILL RECOMMEND ADJUSTMENTS TO THE DRAINAGE SYSTEM TO BE IMPLEMENTED BY THE OWNER/SITE CONTRACTOR. 6. ALL UTILITY CONSTRUCTION SHALL CONFORM TO THEIR RESPECTIVE TOWN OF AGA WAM DEPARTMENT SPECIFICATIONS. UTILITY NOTES 1. CONTRACTOR TO VERIFY ALL UTILITY CONNECTIONS AND INVERTS FROM EXISTING/PROPOSED BUILDING TO SERVICES IN THE STREET. IF ANY DISCREPANCIES EXISTS BETWEEN PLAN AND INFORMATION FOUND IN THE FIELD, CONTACT ENGINEER AND LANDSCAPE ARCHITECT IMMEDIATELY. 2. SEE ARCHITECTURAL PLANS FOR BUILDING CONNECTIONS OF ALL UTILITIES. 3. UTILITY CONNEC7IONS (NATURAL GAS, ELECTRICAL, TELECOMMUNICATIONS, ETC) SHOWN HEREON ARE SCHEMATIC IN NATURE TO DEPICT CONNECTION OF SAID UTILITIES TO THE SUBJECT BUILDING(S). THE RESPEC7VE UTILITY PROVIDER SHALL BE RESPONSIBLE FOR THE FINAL DESIGN OF THE RELEVANT UTIL17Y. k Cn 0 C 20 0 10 20 40 o SCALE: 1 =20' a LAND N/F HOPE COMMUNITY CHURCH LAND N/F SHAMIR ILYA DRYWELLS TO BE t CONNECTED TO ROOF LEADERS` (TYPICAL) I t I I h06, i e', z CONTRACTOR TO VERIFY SANITARY SEWER INVERTS f LOCATIONS AND ELEVATIONS WITH XEXfSTIt r ARCHITECTURAL PLANSSIT ,twcCONC :- (TO BE REMOVEQ) �,,....�..:., } � ,.^ r�� 37 - fi PVC � 2.t7q i 39' 6 PVC ® 2.OX � M1 01� ? .: t €..,fix:;•:... ) sx E,a } PROPOSED UNDERGROUND ELEC.,TEL.,SERVICE ,�� CONTRACTOR TO COORDINATE UNDERGROUND »,»»., . WITH UTILITY v <. ... ,,> .�^`� „>I... .:.��m.::,_ , .......:. ......... , <, F �. `} ELECTRIC SERVICE CONNECTION .� l . PROVIDER , E _l w • , ^ R. ., »2.i 0%5. / 26 ' , F � t �`ST'�1RAG ,f 'e' > F ' y e - , = ` F e t ,•'" , EYlST1n1G nRdlN4C:'7 Fr.nw.ar.F FA�FAJFNT � ,, a ;: x.::t , >,. ..:;...' '"• ? ? � ,.t' r";1F �``` i .. .. 4 . 1 ) �``' A # £" 1`' r. :.�.. S.S.. � , y €:t ,> F i 3 S...A, Fv t;,l S.3�� CLEAN OUTNIH t ;. . , R!M-22p.2J/ a / ,,. k : ti IF INV. 214 , + + I PROPOSED WQU RIM 225.00 + 12 INV. DUT 221.00 ( ' SED f � : PROPO F 5,000 S.F.BUlLDlN / + > t Jfj 4 } F + , , ,z S ', ! 05 , TO VERIFY DEPTH 226. CONTRACTOR F.F.E. € z , + , �i F. OF EXISTING WATER AND GAS MAINS PRIOR TO 198. and: #202 :` f €T :•2 . t , _ l # CONSTRUCTION AND NOTIFY ENGINEERS : r IMMEDIATELY OF ANY CONFLICTS , f 33 t f J i S u) I } LAND N f ,. . /F S.S. N a _ CL- N OUT ALEXANDER LUKIN £ - Er4 r RIM-220 2fCN t j a ` INV:6214.12 i > y 'F.....c f .:".3 5 '� €, ?�' k•,lF•'4> kP : ., '�... 3 i # } � ,. i � F , � �" : :{ � �`,... � k �. }. �. I � .i. � Ear. ti:r✓ Z k «:.�t•.,7�- ��1� , ,+ + •,�....,...,. ' \- f € 1 `` J.S. >:a: % z'E 7 g r<r rz *, . ley ,: ,.i':.t .�, . �6 { , 3 N ouT § ♦ r , , 8 szRIM .219.5f � 1 NV 13.33 .,.:y , Wh , C � , 22 t F tUEL :.w ,.... �. ;^: h,n` F {.. \. E s w, :k x f E , .F-+....♦. ,i.',`.+' ✓� - :`' ,..,,.. :. ,` ,3,3 $t t .,s/1 a W.: �.. ,, i.::... , w' ✓�s � , , f , \ t ..-.,.. Y.. S.xZ, F,3: 3£#.. i�'fZ,• AA ): t L { w._.............r::. v, ..yF. 3 .fi:. ... +4 r .. , ...»...... , .. - ]t--...v:.*:. ,. � p ... .. , , is V rir a3 y f '®t k. m_: 7 ..., ,,,,,,::• .�......,. Z, �s ,7,.). k �.Y , l'? ...,[.. RN ..%''.� k�'kf.: :� d tn. ` , x W i t :Y.' :-.+ 3 :f ?:,� ,t. -•. Z .w , {y} E ::.»- a,.:i i F � �) :v. =w: Z,;,: .� .: „„v �'. .. ,<tt,t ,...... .,,»,r. :�i.E ... .. ........... ...,-- f. { ^_p:? = k E ,. , .\ •:.., t,-.: s ,..,. 2 > ».. , :'� n ?•.,•. +Z ,�2,. „ t .., i. 4/Z w ! 1 ,, _ F > rr � �,K , .:f . :• �T> .. ...::; :�r, ........ SHOEMAKER. LANE,:....,.,,.»,:a:::. -------- ; v IN F k s � \ , y , ,-'r '4 :�.) ,,:�l,. e. § � : is \. f ; •'..l \ � a.n '�..�' b6 e >�a 2 s , ?- f ♦+ , I b t t F , rE �'xi E , .. :..t c^? .:,, lZ:... �,,;. ... ..a �...G�... ,,...f.» C`»r:` `•,,,�` C € € € _ - -... CONTRACTOR TO VERIFY DEPTH i�`• F : .. � ._ k l i tom.. w : ; ER CURB STOP. f 9 i OF EXISTING WATER AND GAS MAINS PRIOR TO k , '' CONSTRUCTION' AND NOTIFY ENGINEERS ` r IMMEDIATELY OF ANY CONFLICTS + ,3 2 f `v 3 I r P } ie PROPOSED 2 DOMESTIC p f a 27.5 6 PVC ®2.09WATER SERVICE + , COORDINATE CONNECTION WITH PROPOSED SAW CUT ' z UTILITY PROVIDER AL _ f _ 1 (TYPlC ) + t , PROPOSED CONNECT NEW SANITARY h GAS SERVICE MANHOLE _ • R`. f .£ 2, € PIPE TO EXISTING .:.....,., . r COORDINATE CONNECTION WITHINV. 212.76: w.. y i UTILITY PROVIDER f � Ft : : •,, `� k sl 2 > i kk +F • � PROPOSED DOGHOUSE DMH + F {" ':A.3,2 RIM MEETING EXISTING PAVEMENT K: si e.R �.. ,,. •. ,t .l.2, tEti. Ft+f A f , 12 HDPE INV. IN=217.68 (PROP. WQU) :r f ... i tw f _, ,' > r:- ,f '"i.: a I"lY .}`^^',::I ..1.,,. f t rf. •�..:� i f ..�.3.x�*.�. S:iN! p v 22 EXISTING 12 PVC 1NV. = 217.58 £+. s } , sull E I EXISTING 12 PVC INV. OUT = 217.21 l: s . . vt Y , * 4, 2 a. 1.;, 54 € CONTRACTOR TO VERIFY ` INVERT ELEVATIONS IN FIELD •k..... B;E'N G 4,,mR K F'� h ION €s t PRIOR TO CONSTRUCT -03 +_» ,Z r� i pvc my, .:, 3.. ati X. sVf§v r Y) ,yfw#., 13 y + t t , F gin' 1 i. ,65 f 2„ RE " „c £ 211 �Pv , ff p F t i 3� .. .: i.:� ii3,.� f ? ,i f':' x •'4.J'S''. ,,::;:t PERMITTING R LEVESQUE ASSOCI TES Z Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph:413.568.0985 fax: 413.568.0986 40 School Street Westfield, NIA 01085 rlaland.com -W i EL!..JJ Y, 13 W W r W E M . M rrrr fu ru Q M r CL C M 0 M I-..y' PREPARED FOR: Hillside Development Corporation 267 Hillside Road Southwick ISSUANCE DATE: October 6; 2016 REVISIONS: DATE: A, Engineering comments dated: 10/20/16 10/28 B. Engineering comments dated: 11 /03/16 11 /03 UNAUTHORIZED ALTERATION OF THIS DOCUMENT 1S A VIOLATION OF MASSACHUSETTS STATE LAW' SCALE: AS NOTED LANDSCAPE LIGHTING - NOTES: 1. SITE CONTRACTOR SHALL REFER TO SHEET C— 1, C-2, DETAIL SHEETS AND REMAINING PLAN SET FOR INFORMATION REGARDING LANDSCAPING AND LIGHTING. 2. IT SHALL BE THE SITE CONTRACTOR'S RESPONSIBILITY TO CROSS—REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH THE LANDSCAPE AND LIGHTING INFORMATION SHOWN HEREON. 3. ALL SITE PLANTINGS ARE TO MEET OR EXCEED THE MINIMUM SPECIFICATIONS DETAILED IN THE AFOREMENTIONED NOTES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SPECIFICATIONS FOR EACH INDIVIDUAL PLANTING AND SOURCE IT APPROPRIATELY. 4. PRIOR SUBMITTING THEIR BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND SAID SPECIFICATIONS WITH THE PROJECT PROPONENT, LANDSCAPE ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL To COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. 5. LANDSCAPE CONTRACTOR SHALL HAVE EXCAVATING CONTRACTOR, "DIGSAFE", AND ANY APPLICABLE NON—[DIGSAFE] MEMBER UTILITIES MARK ALL UNDERGROUND UTILITIES AND PRIOR TO ANY PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT AND PROJECT PROPONENT IF ANY CONFLICTS ARISE AND STOP ALL WORK UNTIL CONFLICT IS RESOLVED. 6. AS NEEDED, SITE LIGHITNG SHALL BE EQUIPPED WITH SHIELDS TO ELIMINATE GLARE AND THE SCATTER OF LIGHT BEYOND PROPERTY BOUNDARIES. 210 0 1.0 2 1 0 40 SCALE: 1 "=20' LAND NIF HOPE COMMUNITY CHURCH LAND NIF ALEXANDER LUKIN EXISTING DRAINAGE FLOWAGE EASEMENT -----__. �w BARK MULCH PLANTING BEDS (4- DEPTH OVER MIRAFI FABRIC) PVC, ,-q Rim 2, 9,L) v. PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE I SPACING NS 3 NYSSA SYLVATICA BLACK TUPELO 2-2.5" CAL. BM 5 BUXUS MICROPHYLLA 'COMPACTA' COMPACT BOXWOOD 1'-2' HT. (> 5 GAL CONTAINER) IV 6 ILEX VERTICILLATA WINTERBERRY 2'-3' HT. (> 5 GAL. CONTAINER) PA 6 PENNISETUM ALOPECUROIDES 'HAMELN' DWARF FOUNTAINGRASS 1' HT. (> 2 GAL. CONTAINER) RH 12 RHODODENDRON 'PJM' 'PJM' RHODODENDRON 2'-3' HT. (> 5 GAL. CONTAINER) LAWN AREA (MIN. 4 LOAM & SEED) RATE PER SUPPLIER REC. Exisat, C—B �L11�.'�Hll B1116E ON`Ly �'IONITR--()L "'Rox "VK r n = 2 17,27 P 222440,T E t. f 'b SHOEMAKER U EXIS':�NG 'i�'RAF DMI; Rim.=121 �x SM-H 2'6,60 PERMITTING R LEVESQUE ASSOCIATEISZ U Landscape Architects . Civil Engineers - Land Surveyors Environmental Consultants ph: 413.568.0985 fox: 413.568.0986 40 School Street Westfield, MA 01085 Plalland.com z .j CL W W C. -10 Ln z ■ j W tn M ■ W z W E ra z 0. Ln W M U r. 0 fu ru CL. U z M 1A 4C 'WS PREPARED FOR - Hillside Development Corporation 267 Hillside Road Southwick ISSUANCE DATE: October6, 2016 REVISIONS: DATE: A. Engineering comments dated: 10/20/16 10/28 B. Engineering comments dated: 11/03/16 11/03 w UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROJ. NUMBER: 160915 MIN. SLOPE 1/4':• 1' ON a 6" a agx sK�CgCd X a O A p p 0 d � a a. oO 0 0 p 0 00 00 p 00� �00 0000 0 000 00 O p 0 0 g 0 C pOp 00 p oO O Hl.�_E_l I d ="': . ........ __ CONCRETE PAD DETAIL NO SCALE -1 1/2' BITUMlNOUS.CONCRETE .TOP COURSE.: 3 1/2" 8ITUMINOUS CONCRETE BINDER COURSE PERMANENT TEMPORARY SAWCUT EXISTING JACKHAMMER OR SAWCUT PAVEMENT EDGE FOR TEMP. PAVEMENT 72° PROCESSED GRAVEL BASE COURSE COMPACTED IN 6" LIFTS (FLOWABLE FELL (FULL DEPTH) MAY BE REO D BY DPW SUPT). 3/8" HANO— TROWELLED EXPANSION JOINT W1 COMPRESSIBLE FILLER & SEALANT (SPACED 20' O.C. MAX.) NON DIRECTIONAL SOFT BRISTLE BROOM FINISH 6x6 W2. 9xW2 9 WWF, 2 CLEAR FROM BOTTOM GRANULAR SUBBASE MA TERIAL COMPACTED SUBGRADE I COMPACTED IN 12" LIFTS l MOTES: 1, TEMPORARY PAVEMENT OVER TRENCHES IN STREET TO REMAIN FOR A MINIMUM OF 60:DA,'S. TEMPORARY PAVEMENT 3" BINDER COURSE EN ONE LIFT - COLD PATCH KNOWN AS "OPR MAYBE USED WHEN TYPE 1-^1 ES UNAVAILABLE. 2. REMOVE TEMPORARY PAVEMENT AND REPLACE WTH PERMANENT PAVEMENT 3. PAVEMENT THICKNESS TO BE 5` MINIMUM, OR GREATER To MATCH EXISTING CONDITONS. 4. WHERE PAVEMENT IS CUT 2'-0' OR LESS FROM EDGE OF ROAD,. KPAVNG:TO EXTEND TO EDGE OF ROAD. 5,. EDGE OF EXISTING PAVEMENT SHALL BE TREATED WITH A TACK. COAT PRIOR TO PLACEMENT OF THE PERMANENT PATCH: 6. EXCEPT AS OTHERWISE DIRECTED €3Y THE D.P.W. SUPT:, THE EDGE OF PAVEMENT ADJACENT TO PATCH SHALL BE HEATED MTH INFRARED EOUIPMENT TO SEAL THE JOINTS. PERMANENT PAVEMENT REPLACEMENT DETAIL N.T.S. DRAWN BY: DMD PROJECT SHT. NAME SHT. NO. DATE: 12-5-96 REV,: 3-15-98 TOWN OF AGAWAM PERMANENT PAVEMENT DWG. NO.: 1 CONSTRUCTION STANDARDS REPLACEMENT DETAIL H-3 APPROVED BY JTD SLOPE AS INDICATED ON PLAN 1-112" TYPE-1 ASPHALT CONCRETE TOP COURSE 2" TYPE-1 ASPHALT CONCRETE BINDER COURSE 0 0 0 0 0 0 o cx3 p 00 O O.. o o. o0 . a :: o0 On C3 0 r� :. _ 0 C� n n 4" PROCESSED GRAVEL (COMPACTED TO 95% STANDARD PROCTOR) 8" COMPACTED BANK RUN GRAVEL BASE' BITUMINOUS PAVEMENT DETAIL NO SCALE 4 THICK CONCRETE SIDEWALK (6" AT DRIVEWAYS —IF APPLICABLE) FINISHED GRADE 4. 0' WIDTH FINISHED GRADE (TREATMENT VARIES) W, W. MESH (TREATMENT VARIES) 6x6-10 GAUGE 2.0% (TYP.) x�x ^--A a ° o ° °° °= o0'-'0 0° o °o a s "o a o° 8°0 0 °0 9 D0 80. oo a° 8 ° s o ° o °�°0 8.. BASE COURSE °o o °° , °o °� l jti .,.j (: , EXPANSION JOINT ` _ _ 1wgl' n� ; � %v ":. y SEALANT (WHEN REQ'D) COMPACTED SUBGRADE NOTES: 1. PROVIDE EXPANSION JOINTS AT MIN. 30 FT. O.C. WITH PRE— MOLDED JOINT FILLER: a 2. PROVIDE CONTROL JOINTS AT 6' O.C. CONCRETE SIDEWALK 3. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR BLDG. FACE OR TO CURB. Y2" PREFORMED FIXED OBJECT 4_ t' FMFNT rnNr1?FTF ':HAI I Rr- 4.nnn Psi --TYPE /I. EXPANSION JOINT' JOIN T DETAIL CONCRETE SIDEWALK NO SCALE , TnP OF PA IIFn CLEAR RECESS FOR f4 REBAR. ONE I A T EACH END � I FRONT ELEVA TION CONCRETE WHEEL STOP ND SCALE FINISHED GRADE" (SLOPE VARIES) WASHED, C 5' I END ELEVA TION BITUMINOUS CONCRETE BERM NO SCALE M. 1 FT. WIDE CRUSHED STONE BORDER (TYP) CULTEC CONTACTOR 125 H10 [NnLTRATOR CHAMBER (TYP.) 85% COMPACTED FILL J p 9 9" — 96" MIN. MAX. n } EL. '(VARIES) \ L " 6 STONE BASE ; CULTEC CONTACTOR 125 6' H 10 INFILTRATOR CHAMBER (TYP) TYPICAL CROSS SECTION - ROOF DRAINAGE CULTEC CONTACTOR 125 H10INFILTRATOR CHAMBER SYSTEM ROOF DRAINAGE INFILTRATION DETAIL NO SCALE 6 VARIES (SEE PLAN) CHAMFER 4" CEMENT CONCRETE (6" IN VEHICULAR AREAS) 6" REVEAL (TYP.)' TOOLED JOINT SEE PLAN 1,57. MAX I.0% MIN. q INISH PAVEMENT d� 12" 12" NOTES. 1. PROVIDE EXPANSION JOINTS AT MINIMUM 30 FEET O.C. WITH PRE -MOULDED JOINT FILLED. 2. PROVIDE CONTROL JOINTS AT 6 FEET 0. C. 3. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. 4. CEMENT CONCRETE SHALL BE 4, 000 PSI, TYPE 11. W. W. MESH ' 6" COMPACTED GRAVEL COMPACTED SUBGRADE SECTION EXPANSION JOINT SEALANT (AT FIXED' LOCATIONS) FINISH GRADE COrVGRETE 51DEWALK - �t2'6' % Y2" PREFORMED EXPANSION JOINT BUILDING FACE OR FIXED OBJECT JOINT DETAIL MONOLITHIC CONCRETE CURB & SIDEWALK NO SCALE R 6 1/4" 4" CONCRETE PAD SEE SITE PLAN FOR LOCH RON 2 112" SCH 40 STL. PIPE (2 718 O.D.) 518" X 1 112" S. STL, FL T SKT HO CAP SCR 110 GA. COI/ER PLATE FOR SUWFACE MOUNT OPTION ONLY 318" X 6" DIA, STL. PLATE 4, 1/2" 0 ANCHOR CIRCLE 4" CONCRETE PAD SEE SI TE PLAN S 1/8-0 FOR LOCA TION 24„ NOTES 1, REFER TO SITE PLAN FOR EXACT L 0CA TION.- 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICA TIONS J. ALL EXPOSED METAL TO BE COATED WITH ZINC RICH EPDXY THEN FINISHED WITH POL YES TER POWDER COA TING.. 4. DO NOT SCALE DRAWINGS.- 5. 112" X 3 3/4- EXPANSION ANCHOR BOL IS. 6. BIKE RACK TO BE MANUFACTURED BY DUMOR MODEL 125--30.' BIKE RACK NO SCALE DOWNSPOUT ( VERIFY SIZE WITH ARCHITECTURAL PLANS) 1` o"VERLAP o a WYE ON —GRADE WITH SCREENED COVER FOR EMERGENCY OVERFLOW D a 45' BEND PVC (VARIABLE LENGTH) d PIPE DIAMETER AS REQ'D. TO ACCEPT DOWNSPOUT v LENGTH VARIES d o 45' BEND CONNEC T TO CULTEC CHAMBERS DOWNSPOUT COLLECTOR DETAIL NO SCALE PERMITTING ' R LEVESQUE ASSOCIATES Landscape Architects Civil Engineers - Land Surveyors Environmental Consultants ph: 413.568.0985 fax: 413.568.0986 40 School Street - P.O. Box 640 Westfield MA 01086 plaland,com C W M� W W t0 C1 U r O �W W 0 LnL CL W Cif J C. ® M w� � � W W' W ® C ru C. M W In V 0 CL ' i - .^ `F'll- 0 .0 W 00 Ln W Cn ■A O � IICL O L CL PREPARED FOR: Hillside Development Corporation 267 Hillside Road Southwick, MA 01077 ISSUANCE DATE: October 6, 2016 REVISIONS: DATE: A. Engineering comments dated: 10/20/16 10/28 B, Engineering comments datedt 11/03/16 11/03 UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROJ. NUMBER: 160915 ■ rev M SEAL ALL JOINTS W/ OPTIONAL TAPERED MAXIMUM 3" LIFT APPROVED PREFORMED HOLE PLUGGED WITH RUBBERPLUG. BIT. JOINT FILLER MORTAR OR MASTIC OUTSIDE ONLY -"I I? %2„ MIN. CHART "A" MINIMUM DIMENSIONS MH 4 -0 5 -0 6 --0 �� A 48,, 60'' 72" B 58" 72" 86" C 5" 6" 7" D 6" 8" 10" 1 %2 MIN. -r{ I DIMENSIONS OF "D" SHALL BE TAKEN 3 MIN. FROM BOTTOM OF KEY (SEE DRAWING) NOTES: a . 1. CONCRETE TO BE CLASS "C" a SEAL WITH 2. ALL REINFORCING TO MEET REQUIREMENTS NON -SHRINK OF CURRENT A.S. T.M. SPECIFICATION C-478 3. MANHOLE SECTIONS TO MEET REQUIREMENTS a STANDARD GROUT (EM Q PRECAST CONIC. BECCO OR OF CURRENT A.S.T.M. SPECIFICATION C-478 4 DOGHOUSE a EQUAL- 4. TAPERED JOINT WITH 0-RING GASKET TO VARIES ° ) MEET CURRENT A.ST.M. SPECIFICATION (SEE NOTE 8) C-361 FOR 51G OF 5. DOGHOUSE OPENING MAY ONLY BE USED OPENING a :a WHEN PLACING A NEW MANHOLE OVER AN (SEE NOTE 7) EXISTING LINE, OTHERWISE, THE OPENING MUST BE CAST. SIZE, LOCATION AND ANGLE OF FNTRY SHAII RF AS RF0111RFn RY THE a PLANS 4 MIN. 6. JOINT CONFIGURATION MAY BE CAST BELL - UP OR SPIGOT -UP 2" MIN. D 7. HOLES IN PRECAST UNITS ARE TO BE 4" MIN. TO 8" MAX. LARGER THAN THE C' I _ A OUTSIDE DIAMETER OF THE PROPOSED PIPE 8. BASE SECTION TO PROVIDE 6" MIN. CLEAR- ANCE BETWEEN TOP OF PIPE OPENING AND BOTTOM OF BELL AND SPIGOT JOINT STANDARD PRECAST CONCRETE MANHOLE DOGHOUSE BASE NO SCALE C t__ A B VARIES 12'--16' VARIES PRQP= Imo- --- _w ------ - --- EB4PF..&T_Y_ LINE _ 0 0 Lq �0 Lr) 0 5% MAX. LO 0 5% MAX. SIDEWALK o -H SLOPE SLOPE CURB RETURN n C 5 R a 12'- 16 TREEE3ELT in -0 � (n ,�� cV 0 9" BERM Iri A� B GUTTER LINE TREEBELT SIDEWALK SLOPE 1.507 .50% 3.13% GUTTER LIVE a -,-, o o rn LO.54' BERM o 00 o '00 6.50 SECTION A -A GUTTER LINE SECTION B--3 SECTION C-C OPERTY LINE g � * MAXIMUM r; , NOTES: 1. CONCRETE SIDEWALK IS TO RUN CONTINUOUSLY THROUGH DRIVEWAYS 2, CONCRETE USED SHALL BE 4000 PSI WITH A MAX. AGGREGATE SIZE OF 3/4" AND SHALL CONTAIN 5--7% ENTRAINED AIR. 3. CONCRETE DEPTH DEPTH SHALL BE A MINIMUM OF 4" WITH A MINIMUM DEPTH OF 6 @ DRIVEWAYS 4. SIDEWALKS SHOULD BE INSTALLED PRIOR TO THE APPLICATION FOR ,A BUILDING PERMIT UNLESS THE BUILDER REQUESTS IN WRITING THAT THE SIDEWALKS BE DELAYED AND GUARANTEES THAT THE SIDEWALK WILL CONFORM TO THE STANDARD DRIVEWAY DETAIL 5. ALL DRIVEWAYS REQUIRE A DPW DRIVEWAY PERMIT 6. ALL SLOPES ARE MAXIMUM, DRIVEWAYS' ARE TO BE DESIGNED` SUCH THAT WATER WILL NOT FLOW INTO DRIVEWAY FROM THE ROADWAY. STANDARD DRIVEWAY DETAIL NO SCALE SAW CUT EXISTING BIT. CONCRETE PAVEMENT AFTER EXCAVATING TRENCH AND PROVIDE HOT BITUMIN SEAL WHERE NEW BIT. CONCRETE MEETS EXISTING EXISTING PAVEMENT 2'-0" MIN, SEE PAVEMENT 2'--0" MIN.-7 SECTION DETAIL 'ado o �o ' 0 0 0.28 MIN. a 1� 0.28 MIN. ..0..ao o% .aoaa o � BRACE OR :BATTER TRENCH WALLS AS REQUIRED FOR STABILITY - SEE NOTE #1 MAXIMUM TRENCH WIDTH AT TOP OF PIPE=O.D.+2 PIPE AS PER PLAN COMPACTED SUBGRADE OR UNDISTURBED MA TERIAL 5'-0" MIN. COVER FOR WATER SERVICE PIPE TRENCH DETAIL (STANDARD) NO SCALE COMPACTED GRANULAR BACKFILL INITIAL BACKFILL SEE NOTE #2 314" STONE PLACED AC AINST UNDISTURBED SIDES AND BOTTOM OF TRENCH, SEE NOTE #2 8" MIN. TRENCH NOTES 1. SHEETING, WHEN REQUIRED TO BE CUT OFF AT LEAST 5 FT; BELOW STREET AND A MINIMUM OF 1 FT ABOVE TOP OF PIPE. WOOD SHEETING DRIVEN BELOW MID -DIAMETER OF THE PIPE SHALL BE LEFT IN PLACE. STEEL SHEETING DRIVEN BELOW MID -DIAMETER MAY BE WITHDRAWN 1F APPROVED IN WRITING BY THE ENGINEER. FOR P.V.C. PIPE, ALL SHEETING DRIVEN BELOW MID -DIAMETER SHALL BE LEFT IN PLACE. 2. SELECTED COMMON FILL, HAND PLACED, FROM MID -DIAMETER OF PIPE TO 12" ABOVE, TOP OF PIPE. 3. TRENCHES LOCATED ON THE ROAD SHOULDER SHALL BE TREATED THE SAME AS STREET EXCEPT FOR PAVING. 4. PROVIDE AT LEAST ONE IMPERVIOUS' DAM IN GRAVEL BEDDING BETWEEN EACH MANHOLE WHERE DIRECTED, OR EVERY 300 FT., WHICHEVER IS LESS 5. COMPACT ALL BACKFILL MATERIAL WITH VIBRATORY PLATE EQUIPMENT (MINIMUM TWO PASSES) TO A MINIMUM DENSITY OF 95 PERCENT OF THE STANDARD PROCTOR DENSITY AS DETERMINED BY ASTM D698. 6. PLACE BACKFILL MATERIALS IN MAXIMUM ONE FOOT LIFTS NOTES: 1. ALL SIDEWALK SLOPES ARE MAXIMUMS. 2. ALL SIDEWALKS ARE TO BE CONSTRUCTED TO THE SAME SPECIFIEA 77ON FOUND IN MHD SUPPLEMENTAL SPECIFICATIONS TO THE 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, ENGLISH UNITS, JUNE 6, 2006 SECTIONS 701.00 TO 701.61 INCLUSIVE, AS AMENDED - UNLESS OTHERWISE SPECIFIED. 3. ALL SIDEWALKS ARE TO BE 4000 PSI (28 DAY) PORTLAND' CEMENT CONCRETE, 69of1% AIR ENTRAINED. 4. TOOL ALL JOINTS AND EDGES. 5 SIDEWALK IS TO BE POURED IN ALTERNATING 20' LENGTHS TO ACCOUNT FOR PANEL CONTRACTION DURING DRYING. 6. INSTALL 112" THICK PREFORMED EXPANSION JOINT FILLER (M.9.14.0) AT 20' INTERVALS Z BROOM FINISH SIDEWALK OPPOSITE TO THE DIRECTION OF TRAVEL 8 SIDEWALK IS REQUIRED TO BE COVERED WITH PLASTIC AND KEPT MOIST FOR MINIMUM OF 72 HOURS AFTER IT HAS SET-UP. 9. DETECTABLE WARNING PANEL ARE TO COMPLY WITH ADA 4.29.2 10. DETECTABLE WARNING PANEL TO BE CAST IN PLACE ',DETECTABLE WARNING PANEL. FULL CURB/BERM CURB/BERM TRANSITION 1:12 (8.3%) MAX. RAMP SLOPE DETECTABLE WARNING PANEL :. 1: 50 ,(2.09) MAX. SLOPE (40' x 4. 0' MIN. LANDING) 0 � a VARIES °°o°oO o d MA TCh' WALK Wfl 7N (4. 0' MIN.) VARIES NOTE. ALL WORK SHALL CONFORM TO -,,_ 1: 20 (5.07.) MAXIMUM APPLICABLE LOCAL ORDINANCES AS WELL ADJOURNING SLOPE AS LATEST ADA STANDARDS. ACCESSIBLE RAMP - PARALLEL CURB CUT NO SCALE NOTES. 1. ALL SIDEWALK SLOPES ARE MAXtMUWS, WE %IT SLOPE IS TO BE MAINTAINED TO THE BEST' EMT PRACITCABLi:. 2, All .5"A1(S ARE TO BE CONSTWCTEO TO THE SAE SPECIFICATION FOUND IN k4HD m SMFINTAL S?crlFlcanaNS TO'33FE 198R s>-AIar�Alm. SPCGi1CATIGN5 iT>R HIG3WkY5 AND BaOGes ENGLSH LINITS..AN& fi. 2C06 SEC110+N5 701.OD.TO 701.51 INCLUSIVE, AS AMENDED - UNLESS OTHERWISE SPECII 3. ALL .9DEWALKS:ARE TO BE 4000 PSN (28 DAY) PORTAND CEMENT CONCRETE, VAI% Ak DRAINED, 4. WR00 To BE VERTICAL GRANil WR9 -OR- CAST IN P N NT CONCRETE IF SURMI PP PUICJ: ORTLA A CEI� TTEO iC A14O APPROVED SCORE:: MISS 0 5'-0" INTERVALS 5. WHEN THE SW -WALK IS INSTALLED ON A CURVE, THE 5'-0" SCORE LINE INTERVAL IS MEASRE CM ALONG THE INSIDE THE CURVE. 10. TOOL ALL JOINTS AND EDGES It WHEN lRAH51TFOhING FROM 4ERTICAL GRASWTE CURB TO MISD�tEO TYPE 2 BERM A d FT GRANITE TRANSIILN IS REOU�ED:: ATTEINPTING TO BLEND THE: MMF1ED TYPE 2 SM TO THE GRANITE CURBING, OR FIELD CUTTING A -GRANITE TRANSITION ARE NOT AN ACCEPTABLE ALTERNATIVE. 12. SMALK IS TO BE POURED IN ALTE'RNA33NG :20' LENGTHB TO A=NT FOR: PANEL. CONTRACTION DURING TIRYNG, 13. INSTAL. I/2' THICK PREFORMED EXPAN51ON JOINT FILLER {M.B.14.0) AT 2D' 3NTERYAL4 14. DROOM FINISH SIDEWALK OPPOSITE TO THE DIRFOON O TRAVEL IS..SEfIEWALK IS REONARED TO BE COVERED WTH:PLAnC AND KEPT MOIST FOR 01MUM OF 72:WURS AFTER: IT HAS SET -JP• IB. DETECTABLE WARN&NG PANEL ARE TO COMPLY WITH ADA 4.29.2 17. DETECTABLE WARNWS PANEL TO BE CAST IN PEACE O£IECTABLE WARNING FANI 24'XBC'. FEDERAL YELLOW. Mt 24601DPAD2Y. krD. BY: ADA S%LJT£ONS FNC., 1 SURVEY CIRCLE, 2ND FLR, N.".BLLERICA, MA-01852, WW.ADATIL.LCOM -OR- APPROVED EOUAL. 18,SIDEWALKS ARE TO BE INSTALLED .THROUGH WVEWAn SICEWALK FINISH I$ TO BE BROOM FIk15HED, NO ALTERNATE. FINISH IS ALLOWED I.E. STAMPED, EPDXY FINISHED ETC.... THE I={iO.50Rj CROSS SLOPE: MUST BE MARiTMNE* THROUGH DRIVEWAYS, 1G. ANY CHANGES IN SOUNDS, PINS,: EASEMENTS, AND FORM-A-S % UEb} K SIAW ON AMENDED DEFINITIVE. PLANS PRIOR :TO THE SIGN OFF CF :THE PUNCH UST. 20. ALL::MONUMENTATION IS TD COMPLY WITH AGAWAM TOM CODE SECTION 159-53 BOU > J 'k_. ' fJripC'NATY. I TNIF' DETECTABLE YARNING PANEL(SE£. ?W 13 W NG M 1071 RH. THP A90NC LENGIIis ARE CALW-ATM USING THE 7.6% PANEL SLOPE • USE OF SIALLCAVR CRATDF.5 WL1 RECUK 1ONGFA WOW $;m AND 0W SPA= TRAM ON L€NCTHS MCK MNTN TIZ TOWN ENGINEER 1117ME USING Al" GRADES HE9,9E5 TKOSE USTED'IN TN(.TABLE ABOWL SIDEWALK CURB CUT N.T.S. DRAV04 BY,." PROJECT SMT. NAME 3HT:-NO: DA705/27/08 TOWN OF AGAWAM SIDEWALK CURB CUT W/ DWG. 1,104 1 CONSTRUCTION STANDARDS DETECTABLE WARNING PANEL �_7 APPROVED:; BY*. )ACC NOTES. 1. ALL SIDEWALK SLOPES ARE MAXIMUMS 2. ALL SIDEWALKS; ARE TO BE CONSTRUCTED TO THE SAME SPECIFICATION FOUND IN MHD SUPPLEMENTAL M NTAL SPECIFICATIONS TO THE 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. ENGLISH UNITS, JUNE 6,_2006 SECTIONS 701.00 TO 701.61 INCLUSIVE, AS AMENDED - UNLESS OTHERWISE SPECIFIED. J. ALL SIDEWALKS ARE TO BE 4000 PSI (28 DAY) PORTLAND CEMENT CONCRETE, 6 .±l% AIR ENTRAINED. 4. TOOL ALL JOINTS AND EDGES. 5. SIDEWALK IS TO BE POURED IN ALTERNATING 20' LENGTHS TO ACCOUNT FOR PANEL CONTRACTION DURING DRYING. 6. INSTALL 1/2" THICK PREFORMED EXPANSION JOINT FILLER (M.9.14.0) AT 20' INTERVALS` 7. BROOM FINISH SIDEWALK OPPOSITE TO THE DIRECTION OF TRAVEL 8. SIDEWALK IS REQUIRED TO BE COVERED WITH PLASTIC AND KEPT MOIST FOR MINIMUM OF 72 HOURS AFTER IT HAS SET-UP. 9. DETECTABLE WARNING PANEL ARE TO COMPLY WITH ADA 4.29.2 10. DETECTABLE WARNING PANEL TO BE CAST IN ,PLACE DETECTABLE WARNING PANEL. FULL CURB/BERM CURB/BERM TRANSITION 1: 10 (10.0Z) MAX. FLARE SLOPE DETECTABLE WARNING PANEL 1:50 (2.09) MAX. SLOPE (4.0' x 4.0' MIN. LANDING) v D ao�oa o` °°pNa00 °D0°° _D 1- 12 (8.37.) MAX. MATCH WALK WIDTH ' ' RAMP SLOPE (4.0' MIN.) VARIES NOTE: ALL WORK SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AS WELL. AS LATEST ADA STANDARDS. 1.2E (S.ON) MAXIMUM ADJOURNING SLOPE ACCESSIBLE CURB RAMP NO SCALE y 4 EVESQE ASSOCIATESLj Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph:413.568.0985 fax:413,568.0986 40 School Street ' P.O. Box 640 Westfield, MA 01086 rla'1and.com .c W ra C Ul■ w� Otn to M W A� 0 � M Cn OL ril ® W WEE L • i Mi. !„ W 0 C ru .0 W * W aU C a M Ln `J W Cn tn Q r Q L r �t�E•Yd:: d. 'F C�iA:irC) 48376 Jl�i PR TARED FOR: Hillside Development Corporation 267 Hillside Road Southwick, MA 01077 ISSUANCE DATE: October 6, 2016 REVISIONS: DATE: A. Engineering comments date d:"10/20/16 10/28 UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS AVIOLATION OF MASSACHUSETTS STATE.LAW SCALE: AS NOTED RLA PROJ. NUMBER: 160915 rOEM- .. 'C' i TRENCH WIDTH PIPE DIA. + 2. 0' j\ j/2 MIN. MINIMUM ,\ COVER \\ %/4» \� D UTILITY WARNING TAPE MARKED "WATER" PREVIOUSLY EXCA VA TED MATERIAL 8" MAXIMUM STONE DIAMETER SAND (MHD 1.040 (TYPE a) OR GRAVEL BORROW (MHD M1.03.0 TYPE b) WA TER PIPE 4" SAND ;(MHD 1.04.0 (TYPE a) OR GRAVEL BORROW (MHD M1.03.0 TYPE b) NOTES: 1.) COMPACT ALL BACKFILL MATERIAL WITH VIBRATORY PLATE EQUIPMENT (MINIMUM TWO PASSES) TO A MINIMUM DENSITY OF 95% OF THE STANDARD PROCTOR DENSITY AS DE7'ERMINF0 BY ASTM D698 2.) PLACE BACKFILL ;MATERIALS IN MAXIMUM ONE FOOT LIFTS TYPIC AL WATE RMAIN TRENCH SECTION NO SCALE WA TER MAIN CORP. STOP 2'- 0,, SERVICE LINE PLAN FINISH 5" MIN. CURB BOX MIN, MAIN SIDE CORPORA TION STOP WATER MAIN SECTION TYPICAL WATER SERVICE CONNECTION ND SCALE ADJUSTABLE SERVICE BOX CURB STOP HOUSE SIDE CONNECT TO EXISTING SERVICE SUPPLY FITTINGS AS REQUIRED EMBEDDED -MOUNT BIKE RACK POST PITCH CONCRETE FOR POSITIVE DRAINAGE PA I/ED SURFACE SEE PLAN xx JUDO PSI CONCRETE 12 BIKE RACK FOOTING NO SCALE LIMITS :OF TRENCH EXC EXISTING UTILITY NEW PIPE V SCRE ENED GRAVEL FROM SEE L,� A � TYPICAL UNDISTURBED EARTH TO TRENCH SECTION MID -DIAMETER OF EXISTING UTILITY" TYPICAL SECTION 12 12„ EXISTING UTILITY 4 r. VARIES UNDISTURBED - NEW PIPE MA TERIAL SECTION "A -A" UTILITY T ILITY CROSSING ING DET AIL NO SCALE ;,ONCRETE COLLAR 'N NON PA 4REAS ONLY 4DJUSTABLE /AL VE BOX I - CK COMPACTED GRANULAR BACKFILL AS APPROVED 0 BY THE ENGINEER INITIAL BACKFILL q /yEL dd J N 4 Q../1 6' < .w W +@ J D/2 SPRING LINE OF PIPE Ld HAUNCHING w .ga w (SEE NOTE 3) D/2 is a I., � Lc! v BEDDING ° (SEE NOTE 3)'� <V' CRUSHED STONE AS ORDERED BY FOUNDATIONAS ENGINEER NOTES 1, THE INSTALLATION OF PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM STANDARD D-2321 2. THE EMBEDMENT MATERIAL SHALL. BE 3/4' CRUSHED STONE. 3, USE HAND OR MECHANICAL TAMPING TO COMPACT THE BEDDING AND HAUNCHING.' 4. GEOTEXTILE TO BE USED WHERE AND AS DIRECTED BY ENGINEER. TRENCH SECTION DRAWN BY: VRK REV. BY: JGD PROJECT SHT: NAME SHT. NO. ©ATE 2/2/99 REV: 3/6/07 TOWN OF AGAWAM SANITARY AND STORM SEWER DWG, NO.: 1 CONSTRUCTION STANDARDS TRENCH SECTION M-2 APPROVED SY:JTD, MCC 3A TE VALVE 'MJ x MJ) S VALVE BOXES LOCATED IN N-PAVED AREAS SHALL BE CASEDIN MIN, 6" THICK NCRETE, 6 ALL AROUND 2. SET VALVE BOX FLUSH IN PAVED AREAS TYPICAL BURIED VALVE NO SCALE RAISED DIAMOI SURFACE DESII (2) PICK HOLES REQUIRED COVER TO READ "t IN 3" HIGH LETTER: 26" COVER TO BE EQUAL TO 'LESARON'L26C2 AS APPROVED BY THE TOWN ENGINEER. 24 MANHOLE COVER N,T.S. 2oz&I 28 1/4` FRAM£ TO BE EQUAL (AS APPROVED SY THE: TOWN ENGINEER) TO "LEBARON iK 11DA" �.. 24'....6� 8.. TOTAL WEIGHT OF FRAME & COVER - 485 LBS SfCTONI A —A 24 MANHOLE FRAME N.TS: 2oz7.1 DRAWN BY:MCC/JTG PROJECT SHT. NAME SHT. NO. DATE:1-10-99/7-23-01 DRAIN MANHOLE TOWN OF AGAWAM FRAME AND COVER D-2 DWG: NO.: 1 CONSTRUCTION STANDARDS - APPROVED BY JTD "NEENAH" R-7506 SERIES FLOOR BOX FRAME AND LID, OREQUAL W/S.S. CAP SCREW LID CLOSURE CLASS "A" CONCRETE BIT. CONC. PAVLMENT AS SPEC€FLED \\\ CLEAN OUT W SCREW IN PLL VARIES MANHOLE STRUCTURE ALUMINUM TROUGH A A FLOW FLOW BAFFLE HEAD EQUALIZA TION BAFFLE PLAN VIEW FRAME AND GRATED COVER GROUT FRAME TO FINISHED GRADE PROVIDE GRADE RINGS/RISERS q a VAJ31!_ J SEE SITE PLAN FOR INVERT ELEVATION (4.0' MIN. DISTANCE) d' 12" INLET PIPE 12" OUTLET r PIPE I GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2 FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESEN TA TI VE 3 VORTSENTRY HS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. Q. C",ALL A =T ,A,A011TO 1 1-1fl LOAD RATING. CASTINGS SHALL MEET AASHTO M306, CAST WITH THE CONTECH S TORM WA TER SOLUTIONS LOGO. INSTALLATION NOTES 1. STRUCTURE TO BE CONSTRUCTED WITH ANTI -FLOTATION PROVISIONS PER MANUFACTURERS; SPECIFICATIONS. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET` THE VORTSENTRY HS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. a ` VARIES BASED ` ON MODEL 4. CONTRACTOR TO PROVIDE, INSTALL, AND 4. GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN_ 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT HOLDING WATER TO FLOWLINE 4°. °'' INVERT MINIMUM. ALL JOINTS BELOW PIPE INVERTS ARE TO 13E GROUTED, SECTION A —A VORTSENTRY HS FRAME & COVER DETAIL - MODEL HS36 NO SCALE 7/2" I I GRASS 6" t12„ NOTE: 4" 0 PVC SEWER PIPE AND FITTINGS TO BE ASTM D-3033 OF D-3034 SDR-35` L WYE SANITARY CLEANOUT N. I .S...._ CLEANOUT REQUIRED EVERY 100' OF LATERAL DRAWN BY; DMD PROJECT SHT. NAME SHT. NO. DATE 12-5-9s TOWN OF AGAWAM DWG. NO.: 1 CONSTRUCTION STANDARDS SANITARY CLEANOUT S-5 APPROVED BY: JTD I"/FT UP TO 10' FROM IOUSE. r/FT NIDDE 10 FT PVC PLUG PVC MAIN SEWER r-PVC BUILDING SEWER LONG SWEEP 45' BEND 45' WYE :TY LINE ELAN EXIST GRADE LOCATION STAKE" 4' MIN' COVER LESS THAN MIN. MUST BE A9PR6Veo a CITY ENGINEI~R 1 tt WYE:. - LONG SWEEP 45' BEND 45' �. VM1 45' WYE PVC FAIN SEWER PVC PLUG PVC BUILDING SEWER S CTION NOTES: 1. BUILDING SEWERS SHALL BE 4"4 EXCEPT AS DIRECTED BY THE ENGINEER 2. LOCATION AND DEPTHS OF BUILDING SEWERS TO BE DETERMINED IN THE FIELD BY THE ENGINEER 3. ALL PIPE TO BE "RING-TITE" (RUBBER GASKET) BUILDING SEWER CONNECTION N.T.S. DRAWN $Y. DMD/MCC PROJECT SHT. NAME, SHT, NO: DATE: 12-5-95 REV.: 8/1/03 TOWN OF AGAWAM OWG. NO: 1; CONSTRUCTION STANDARDS BUILDING SEWER CONNECTION S-4 APPROVED BY: JTD PERMITTINGiI R L QU ASSOCIATES z Landscape Architects Civil Engineers - Land Surveyors Environmental Consultants ph:413.568.0985 fax.413.568.0986 40 School Street - P.O. Box 640 Westfield, MA 01086 rlaland.cam 01 e CO W C. C tn ■0w E tun ■W M W, 0 ui C. MM ill M W 0 Ln W V ni M W Al V 1 �.1 a V ■�" V CL 13 Ln W Al v Ln d 0 L Q. PRFPARED FOR:: Hillside Development Corporation 267 Hillside Road Southwick, NIA 01077 ISSUANCE DATE: October 6, 2016 REVISIONS: DATE: A, Engineering comments dated: 10/20/16 10/28 UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROD. NUMBER: 160915 ■ ■ ■ STAPLE OR PIN BLANKET IN ACCORDANCE WITH MANUFACTURERS" SPECIFICATIONS 5' Oc EROSION CONTROL FABRIC EQUAL TO NORTH AMERICAN GREEN SC150 10' MINIMUM FROM TOE OF SLOPE �I / � �� \/l/ HARt3t"OM STAKE /ij, •//'' , FILTER FABRIC COMPACT TRENCH ANCHOR BLANKET IN A TRENCH ALONG THE TOP OF SLOPE 1 UNVSTURBEo BACKFILL AND COMPACT GROUND E € 6° 3 (TYP.)RAP 0 W m CTIOIJ -A PREPARE SLOPE BEFORE APPLYING SLOPE PROTECTION MATERIAL'" NOTES: ` LOAM BORROW & HYDROSEI D \��s i. SILT FENCE IS TO BE INSTALLED BEFORE ANY LAND: DISTURBING ACTIVATES START AT THE CONSTRUCTION SITE —OR— AS DIRECTED IN THE SITE'S EROSION AND SEDIMENTATION PLAN. 2. INSPECT SILT FENCE ON WEEKLY BASIS AND AFTER EACH RAIN ANY DETERIORATED/DAMAGED 'SILT FENCE MUST BE REPLACED IMMEDIATELY. 3, REMOVE SILT FROM FENCE AS NEEDED —OR— WHEN THE SILT HAS ACCUMULATED TO HALF THE ORIGINAL HEIGHT OF THE SLOPE PROTECTION MATERIAL INSTALLATION FENCE. 4. WHEN JOINING TWO. SECTIONS OF FENCE, ROLL THE END STAKES NO SCALE- TOGETHER SUCH THAT THERE; IS NO GAP IN THE FENCE, OVERLAPPING FENCE SECTIONS 1S NOT AN ACCEPTABLE ALTERNATIVE SILT FENCE N.T.S /1-1/4' TO 3" ANGULAR GRUSHED;STOW GEOTEXTILE (OPTIONAL) `l 15' MINIMUM SECTION A -A 50' MINIMUM A r '� A MAINTAIN SIDEWALK THROUGH ENTRANCE (IF PRESENT) NOTES: 1. EACH SITE ENTRANCE IS TO HAVE A TEMPORARY CONSTRUCTION ENTRANCE. 2 STONE IS TO BE 1-3/4" TO 3" ANGULAR CRUSHED STONE. 3. ANY SEDIMENT TRACKED INTO THE ROADWAY NEEDS TO BE CLEANED IMMEDIATELY. 4. ADDITIONAL STONE IS TO BE ADDED TO THE PAD AS NEEDED TO MAINTAIN THE ORIGINAL DEPTH. 5 ANY SIDEWALK DAMAGED DURING CONSTRUCTION MUST BE REPLACED AT THE CONTRACTORS/DEVELOPERS EXPENSE. 6. SIDEWALK MUST REMAIN PASSABLE, IF THE SIDEWALK BECOMES UNSAFE OR IMPASSABLE, A- TEMPORARY SIDEWALK/ SIDEWALK DETOUR MUST BE PROVIDED. TEMPORARY CONSTRUCTION ENTRANCE N.T.S DRAWN BY: JGD PROJECT SHT, NAME SHT. NO. DATE: 03/05/07 REV: 01/19/10 TOWN OF AGAWAM TEMPORARY CONSTRUCTION DWG. No.: 1 CONSTRUCTION STANDARDS ENTRANCE ES-1 APPROVED 13Y: MCC DRAWN BY: JGD PROJECT SHT. NAME SHT. NO. DATE:3/6/2007 TOWN OF AGAWAM SILT FENCE ES-2DWG. NO.: t CONSTRUCTION STANDARDS APPROVED BY: MCC 10'-MINIMUM FROM TOE OF SLOPE FILTER FABRIC FABRIC MESH TUBE DLO t.. UNDISTURBED GROUND 6" IN SWALES OR AREAS OF CONCENTRATED RUNOFF ADD EMBED COMPOST/WOOD-CHIP MIX OR FLAP PEASTONE ON UPSLOPE SIDE z LGJ' LJ m HARDWOOD STAKE m LiL' WOOD --CHIP & co COMPOST MIX z t — COMPACT TRENCH 12" DIA FILTER SOCK BY FILTREXX.(OR EQUAL) INSTALL PER MANUFACTURER'S SPECIFICATIONS EROSION CONTROL -DOUBLE BARRIER NO SCALE — AGA WAY DETAIL ES-2 & FIL TER SOCK STAKED HA Y BALES 80 rroh OF SWA14 SEC 77ON A - F`*A " EMBEDMENT (MIN.) S/L T FENCE FIL TER FABRIC 2'-O" I STAKED STRA W NOTE.: BALES BOTTOM OF SWALE POINT '"B" SHOULD BE PROPOSED GRADE HIGHER THAN POINT ` '"A " A WOODEN STAKE EXIS77NG GRADE "'�i ! /I FLOW 1 112" X 112 MIN. I - r LEVA 1701� HAY BALE CHECK DAM X -SECTION 2f_0„ NO SCALE COMPLETEL Y BURY FIL TER FABRIC IN TRENCH L SEC77ON EROSION CONTROL, DOUBLE BARRIER NO SCALE (FOR INSTALLATION NOTES SEE SHEET C-2) 2 EA CH DUMP S 7 DUMP 4 T, 1" (25mm) h FOR BAG REh FROM DLT EXPANSION RESTRAINT° a [Y4" (6mm) NYLON ROPE, a 2" (51mm) FLAT WASHERS] a 4a: n a 4 a d' INLET PROTECTION, SEDIMENT FILTER SACK NO SCALE CA TCH BASIN OR MANHOLE HA Y BALE L FIL TER FABRIC GRA FE. MIN. "REAP STAKE NO7ES.- 1. INSTALL BARRIER A T EACH CA TCH BASIN AND DRAINAGE BASIN. CA TCH BASINS IN PA V/EMENT AREAS ARE TO RECEI VE ONL Y THE FIL IER FABRIC 7REA TMEN7: 2. TWO (2) WOOD STAKES MINIMUM PER HA YBALE. STEEL DOWELS SHALL BE UTILIZED WHERE WOOD STAKES CAN NOR BE DRIVEN INTO GROUND STORM INLET PROTECTION DETAIL NO SCALE (FOR INS TALLA 77ON NOTES SEE SHEET C- 1) PERMITTING R LEx./ESUE ASSOCIATES Z Landscape Architects' Civil Engineers • Land Surveyors: Environmental Consultants ph: 413.568.0985 'fox: A13,568.0986 40 School Street • P.O. Box 640 Westfield, MA 01086 rlaland.com T .c W m W r. C t � O E� � .. E V1 to . MW M 4- V MM ^` Y. Q 01113 rr'� M r M 0 W L. WL. Ul U C r M W IL9 0. Y - ji 4 00 U W 0 M -0 ''M Ln W T V 11i 0 "L rL 0 L. Al p 4,q PREPAR'Eq FORT, Hillside Development Corporation 267 Hillside Road Southwick, MA 01077 ISSUANCE DATE: October 6, 2016- REVISIONS: DATE: A. Engineering comments dated: '10/20/16 10/28 UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROD. NUMBER: 160915 '''