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Home My WebLink About0000 PHINNEY'S LANE - Health (2) s a o o m3�� — �"�- a _-rt. . ,- n o �,, o 0 M M OWE 1 '.A }srt e '� '�� Y ,,s�k Lx'+tl'•• :i_•i Rfy � Hr Y,b�l t �llv � r��d > a t � er5{/ .jf, "F,4•a�.. _y� t�S+.F� '/�•#�.� �,,,rAy�l A1� .� � 4 q7, P�,� �tti�r� f ,?_ ^'�`t � y��' ,1 '�t� ! 1��,I -�''•- �'"r .� 4 � <:. � � �, r,�,.s� y r�1� {+� .1 `v� tea •X ? G'��,. 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Grou Sustainable.Environmental Solutions 90 Route 6A.• Sandwich,MA • 02563 Tel.508-833-6600 • Fax,508-833-3156 • www.horsteywitten.com March 14,2013 Barnstable Conservation Commission 200 Main Street Hyannis,MA 0260- Re: Notice of Intent Application Phinney's Lane Roadway Redevelopment& Safety Improvements Centerville,Massachusetts Dear Members of the Conservation Commission: On behalf of the Applicant,the Town of Barnstable Department of Public Works (DPW), the Horsley Witten Group,Inc. (HW)is submitting the enclosed Notice of Intent(NOI) and supporting documentation for tie proposed roadway improvements along Phinney's Lane near Mother's Park in ' Centerville,Massachusetts. A portion of the proposed activities will occur within the 100-foot buffer and locally-regulated 50-foot No Disturbance Buffer to Bordering Vegetated Wetland,jurisdictional areas under the Massachusetts Wetlands Protection Act(WPA) and the Town of Barnstable, Massachusetts, Chapter 237: Wetlands Protection and Chapter 704: Regulation Governing.Activity in the 100-foot Buffer Zone Under Notice of Intent Applications. Enclosed please find nine(9) copies of the NOI application and supporting documentation. The Applicant is a municipal entity and is therefore exempt from filing fees. The Fee Transmittal Form has been sent to the DEP Lockbox in Boston. The Applicant will send notification of the pending ' public hearing to abetters in accordance with State and local filing regulations. Thank you for your.consideration of this NOI application. If you have any questions and/or require ' additional information pertaining to this submittal, please contact HW at(508) 833-6600. Sincerely, 1 HORSLEY WITTEN GROUP,INC. 4 17_1e� Amy Ball Amanda Crouch-Smith Sr. Wetland Scientist Environmental Scientist Enclosures cc: MassDEP, SERO Coastal Health Resources Coordinator(c/o Board of Health) Silvio Genac, P.E.,Barnstable DPW John Diaz,P.E., Greenman-Pedersen, Inc. Amy Coman-Hoenig,NHESP •, H:\Projects\2010\10090 GPI-Phinney's.Lan.e\Permitting\N01\101230-NOI Cover Letter.docx Massachusetts Department of Environmental Protection Provtled by MassDEP L7/i - Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 3 — Notice of Intent ' Document Transaction Number ` Massachusetts Wetlands Protection Act M.G.L. c. 131, §402FR Centerville (Barnstable) 1 City/Town Important: A. General Information When filling out forms on the computer,use 1. Project Location (Note: electronic filers will click on button to locate project site): only the tab key to move your Phinney s Lane Centerville cursor-do not a.Street Address b.City/Town c.Zip Code use the return key. Latitude and Longitude: 41*39'14" 70°20'36" d.Latitude e.Longitude Q Not Applicable- Roadway Right-of-Way f.Assessors Map/Plat Number g.Parcel/Lot Number 2. Applicant: Silvio Genao, P.E. a.First Name b.Last Name Note: Department of Public Works, Town of Barnstable Before c.Organization completing this 382 Falmouth Road form consult your local d.Street Address Conservation Hyannis MA 02601 Commission e.City/Town f.State g.Zip Code regarding any municipal bylaw 508-790-6300 508-790-6343 Silvio.Genao@town.barnstable.ma.us or ordinance. h.Phone Number i.Fax Number j.Email Address 3. Property owner(required if different from applicant): ❑ Check if more than one owner a.First Name b.Last Name ' Town of Barnstable, c/o Department of Public Works c.Organization 367 Main Street d.Street Address ' Hyannis MA 02601 e.City/Town f.State g.Zip Code 508-790-6400 508-790-6406 ' h.Phone Number i.Fax Number j.Email address 4. Representative (if any): Amy Ball a.First Name b.Last Name Horsley Witten Group, Inc. c.Company 90 Route 6A d.Street Address Sandwich MA 02563 f e.City/Town f.State g.Zip Code (508)833-6600 (508)833-3150 aball@horsleywitten.com h.Phone Number i.Fax Number j.Email address 5. Total WPA Fee Paid (from N01 Wetland Fee Transmittal Form): Fee Exempt- Municipal Project N/A N/A a.Total Fee Paid b.State Fee Paid c.City/Town Fee Paid wpaform3.doc•rev. 1/3/2013 Page 1 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands _ MassDEP File Number s �° WPA Form 3. - Notice of Intent x "" y �Documen#•Transactlon�Number Massachusetts Wetlands Protection Act M.G.L. c. 131, 40 ��" ` ' � a` Centerville (Barnstable) City/Town A. General Information (continued) 6. General Project Description: ' The Town of Barnstable proposes this roadway redevelopment project in order to increase public safety of the roadway while limiting increases in impervious area and providing a higher level of stormwater treatment. 7a. Project Type Checklist: 1. [] .Single Family Home 2. ❑ Residential Subdivision !� 3. ❑ Limited Project Driveway Crossing 4. ❑ Commercial/Industrial 5. ❑ Dock/Pier 6. ❑ Utilities 7. ❑ Coastal Engineering Structure 8. ❑ Agriculture (e.g., cranberries, forestry) 9. ® Transportation 10. 0 Other 7b. Is any.portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 (coastal)or 310 CMR 10.53 (inland)? 1. ❑ Yes ® No If yes, describe which limited project applies to this project: ' 2.Limited Project 8. Property recorded at the Registry of Deeds for: Barnstable a.County b.Certificate#(if registered land) See Site Plans- Multiple Book/Page#s ' c.Book d.Page Number B. Buffer Zone & Resource Area Impacts (temporary & permanent) 1. ® Buffer Zone Only—Check if the project is located only in the Buffer Zone of a Bordering ' Vegetated Wetland, Inland Bank, or Coastal Resource Area. 2. ❑ Inland Resource Areas (see 310 CMR.10.54-10.58; if not applicable, go to Section B.3, Coastal Resource Areas). Check all that apply below.Attach narrative and any supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Resource Area Size of Proposed Alteration Proposed Replacement(if any) For all projects affecting other Resource Areas, a. ❑ Bank 1.linear feet 2.linear feet please attach a b. ❑ Bordering Vegetated Buffer Zone only narrative explaining how Wetland 1.square feet 2.square feet the resource area was c. ❑ Land Under 1.square feet 2.square feet delineated. Waterbodies and Waterways 3.cubic yards dredged wpaform3.doc•rev.1/3/2013 Page 2 of 8 Massachusetts Department of Environmental Protection ssDEP �M Ll Bureau of Resource Protection - WetlandsPM r '� MassDEP File Numbed WPA Form 3 - Notice of Intent Document Transaction 3tJumber Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 z r°bfi Centerville (Barnstable) City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) Resource Area Size of Proposed Alteration Proposed Replacement(if any) d. ❑ Bordering Land Subject to Flooding 1.square feet 2.square feet 3.cubic feet of flood storage lost 4.cubic feet replaced. e. ❑ Isolated Land Subject to Flooding 1.square feet 2.cubic feet of flood storage lost 3.cubic feet replaced f. ❑ Riverfront Area 1.Name of Waterway(if available) 2.Width of Riverfront Area (check one): ❑ 25 ft. - Designated Densely Developed Areas only ❑ 100 ft. -New agricultural projects only ❑ 200 ft. -All other projects 3.Total area of Riverfront Area on the site of the proposed project: square feet 4. Proposed alteration of the Riverfront Area: a.total square feet b.square feet within 100 ft. c.square feet between 100 ft.and 200 ft. 5. Has an alternatives analysis been done and is it attached to this NOI? ❑ Yes❑ No . 6.Was the lot where the activity is proposed created prior to August 1, 1996? ❑ Yes❑ No 3. ❑ Coastal Resource Areas: (See 310 CMR 10.25-10.35) L Check all that apply below. Attach narrative and supporting documentation describing how the project PP Y PP 9 9 P J will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Online Users: Include your Resource Area Size of Proposed Alteration Proposed Replacement(if any) document transaction a. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below number (provided on your receipt page) b. ❑ Land Under the Ocean 1.square feet with all supplementary information you 2.cubic yards dredged submit to the Department. c. ❑ Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below d. ❑ Coastal Beaches 1.square feet 2.cubic yards beach nourishment e. ❑ Coastal Dunes 1.square feet 2.cubic yards dune nourishment ' wpaform3.doc•rev.1/3/2013 Page 3 of 8 Massachusetts Department of Environmental Protection , p Provided by�Mas� sDEP Bureau of Resource Protection - Wetlands f� MassDEP File Number �' WPA Form 3 — Notice of Intent �^"�= Documenra�actwn��Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Centerville (Barnstable) City/Town , B. Buffer Zone& Resource Area Impacts (temporary & permanent) (cont'd) Size of Proposed Alteration Proposed Replacement(if any) f. ❑ Coastal Banks 1.linear feet g. ❑ Rocky Intertidal Shores 1.square feet h.❑ Salt Marshes 1.square feet 2.sq ft restoration,rehab.,creation i. ❑ Land Under Salt Ponds 1.square feet 2.cubic yards dredged � j. ❑ Land Containing Shellfish 1.square feet k. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above 1.cubic yards dredged Y 9 I. ❑ Land Subject to Coastal Storm Flowage 1.square feet 4. ❑ Restoration/Enhancement If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.2.b or B.3.h above, please enter the additional amount here. a.square feet of BVW b.square feet of Salt Marsh 5. ❑ Project Involves Stream Crossings a.number of new stream crossings b.number of replacement stream crossings C. Other Applicable Standards and Requirements Streamlined Massachusetts Endangered Species Act/Wetlands Protection Act Review 1. Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program (NHESP)?To view habitat maps, see the Massachusetts Natural Heritage Atlas or go to http://www.mass.gov/dfwele/dfw/nhesp/regulatory review/priority habitat/online viewer.htm. a. ® Yes ❑ No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife October 1, 2008 100 Hartwell Street,Suite 230 b.Date of map West Boylston, MA 01583 wpaform3.doc•rev. 1/3/2013 Page 4 of 8 m f Proutled by N1assDEP' Massachusetts Department o Environmental Protection Bureau of Resource Protection - Wetlands MaAl ssDEP Fde Number WPA Form 3 — Notice of Intent Document Transac69 WN., Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 k•:� Centeme rville (Barnstable) City/Town C. Other Applicable Standards and Requirements (cont'd) If yes, the project is also subject to Massachusetts Endangered Species Act(MESA) review(321 CMR 10.18). To qualify for a streamlined, 30-day, MESA/Wetlands Protection Act review, please complete Section CAL, and include requested materials with this Notice of Intent(NOI); OR complete Section CAA, if applicable. If MESA supplemental information is not included with the NOI, by completing Section 1 of this form, the NHESP will require a separate MESA filing which may take up to 90 days to review(unless noted exceptions in Section 2 apply, see below). 1. c. Submit Supplemental Information for Endangered Species Review' 1. ! Percentage/acreage of ro ert to be altered: ❑ property Y (a)within wetland Resource Area percentage/acreage (b)outside Resource Area percentage/acreage 2. ❑ Assessor's Map or right-of-way plan of site 3. ❑ Project plans for entire project site, including wetland resource areas and areas outside of wetlands jurisdiction, showing existing and proposed conditions, existing and proposed tree/vegetation clearing line, and clearly demarcated limits of work**" (a)❑ Project description (including description of impacts outside of wetland resource area & buffer zone) (b)❑ Photographs representative of the site (c)❑ MESA filing fee (fee information available at: http://www.mass.gov/dfwele/dfw/nhesp/regulatory review/mesa/mesa fee schedule.htm). Make check payable to"Commonwealth of Massachusetts- NHESP" and mail to NHESP at above address Projects altering 10 or more acres of land,also submit. (d)❑ Vegetation cover type map of site t (e)❑ Project plans showing Priority& Estimated Habitat boundaries d. OR Check One of the Following 1.® Project is exempt from MESA review. Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14, http://www.mass.gov/dfwele/dfw/nhesp/regulatory review/mesa/mesa exemptions.htm; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) 2.❑ Separate MESA review ongoing. a.NHESP Tracking# b.Date submitted to NHESP 1 ' Some projects not in Estimated Habitat may be located in Priority Habitat,and require NHESP review(see http://www.mass.gov/dfwele/dfw/nhesp/nhesi).htm, regulatory review tab). Priority Habitat includes habitat for state-listed plants and strictly upland species not protected by the Wetlands Protection Act. " MESA projects may not be segmented(321 CMR 10.16).The applicant must disclose full development plans even if such plans are not required as part of the Notice of Intent process. wpaform3.doc•rev.1/3/2013 Page 5 of 8 I Massachusetts Department of Environmental Protection Provided byMassDEP � �' , � --- Bureau of Resource Protection - Wetlands P ,nk MassDEP File Number WPA Form 3 — Notice of Intent ' ` l �$� Document Transactton'Nurnber;, Massachusetts Wetlands Protection Act M.G.L. c. 131; §40 ^Centerville (Barnstable) City/Town C. Other Applicable Standards and Requirements (cont'd) 3.❑ Separate MESA review completed.` Include copy of NHESP "no Take"determination or valid Conservation & Management Permit with approved plan. 2. For coastal projects only, is any portion of the proposed project located below the mean high water line or in a fish run? ' a. ® Not applicable—project is in inland resource area only b.❑ Yes ❑ No If yes, include proof of mailing or hand delivery of NOI to either: South Shore-Cohasset to Rhode North Shore-Hull to New Hampshire: Island, and the Cape&Islands: Division of Marine Fisheries- Division of Marine Fisheries- Southeast Marine Fisheries Station North Shore Office Attn: Environmental Reviewer Attn: Environmental Reviewer 1213 Purchase Street—3rd Floor 30 Emerson Avenue New Bedford, MA 02740-6694 Gloucester, MA 01930 Also if yes,the project may require a Chapter 91 license. For coastal towns in the Northeast Region, please contact MassDEP's Boston Office. For coastal towns in the Southeast Region, please contact MassDEP's Southeast Regional Office. 3. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? Online Users: a. ❑ Yes ® No If yes, provide name of ACEC (see instructions to WPA Form 3 or MassDEP Include your Website for ACEC locations). Note: electronic filers click on Website. document transaction b.ACEC number (provided on your 4. Is any portion of the proposed project within an area designated as an Outstanding Resource Water receipt page) (ORW)as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? with all supplementary a. ❑ Yes ® No information you submit to the 5. I's any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Department. Restriction Act(M.G.L. c. 131, §40A)or the Coastal Wetlands Restriction Act(M.G.L. c. 130, § 105)? a. ❑ Yes ® No 6. Is this project subject to provisions of the MassDEP Stormwater Management Standards? a. ® Yes.Attach a copy of.the Stormwater Report as required by the Stormwater Management Standards per 310 CMR 10.05(6)(k)-(q) and check If: 1. ❑ Applying for Low Impact Development(LID)site design credits (as described in Stormwater Management Handbook Vol. 2, Chapter 3) 2.® A portion of the site constitutes redevelopment 3.❑ , Proprietary BMPs are included in the Stormwater Management System. ' b.❑ No. Check why the project is exempt: 1.❑ Single-family house ' wpaform3.doc•rev.1/3/2013 Page 6 of 8 Massachusetts Department of Environmental Protection PIP6i db M4M1W � �g'� Bureau of Resource Protection - Wetlands r � MassDEP File Number �� j WPA Form 3 — Notice of Intent �� ,�Document�TransacUon Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Centervllle (Barnstable) City/Town C. Other Applicable Standards and Requirements (cont'd) 2.❑ Emergency road repair 3.❑ Small Residential Subdivision (less than or equal to 4 single-family houses or less than or equal to 4 units in multi-family housing project)with no discharge to Critical Areas. D. Additional Information ' Applicants must include the following with this Notice of Intent(NOI). See instructions for details. Online Users: Attach the document transaction number(provided on your receipt page)for any of the following information you submit to the Department. 1. ® USGS or other map of the area (along with a narrative description, if necessary)containing sufficient information for the Conservation Commission and the Department to locate the site. (Electronic filers may omit this item.) 2. ® Plans identifying the location of proposed activities (including activities proposed to serve as a Bordering Vegetated Wetland [BVW] replication area or other mitigating measure) relative to the boundaries of each affected resource area. 3. ® Identify the method for BVW and other resource area boundary delineations (MassDEP BVW Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.), and attach documentation of the methodology. 4. ® List the titles and dates for all plans and other materials submitted with this NOI. Roadway Improvement Project, Phinney's Lane a.Plan Title Greenman-Pedersen, Inc. & Horsley Witten John W. Diaz, P.E. Group, Inc. c.Signed and Stamped by January 11, 2013 1"=40' d.Final Revision Date e.Scale Stormwater Drainage Report, Phinney's Lane Roadway Improvements December 2012 f.Additional Plan or Document Title g.Date 5. ❑ If there is more than one property owner, please attach a list of these property owners not listed on this form. s.® Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7. ❑ Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. 8. ® Attach NOI Wetland Fee Transmittal Form s. ® Attach Stormwater Report, if needed. wpaform3.doc•rev.1/3/2013 Page 7 of 8 ,. _ Provided`bya�iassDEP; Massachusetts Department of Environmentap Protection .--- Bureau of Resource Protection -;Wetlands MassOEP File Number o RA Form 3 N®trce Of Intent. DocurnentTransaction Number Massachusetts Wetlands Protection Act W.G.L. c. 13Tj, §40` Centerville(Barnstable) Ciryrrow.n E: Fes t Fee Exempt: No filing feesttall be assessed for projects of any:city,:town, county,or districtof the Commonwealth; federally.recognized Indian tribe lousing authority, rnunicipal housing authority,or the:Massachusetts Bay'Transporfation:Authority. Applicants must submit the#ollowing information.(in addition to pages 1 6ni12 oftle NOI'1Netiand Fee Transmittal;Forrri)to,confrm fee payment: Fee Exempt=Municipal Prefect N/A 2 WhIcipai check Number 3.Check date: N/A N/A 4.State Check Wwnber 5;Check date; N/A N/A 6 Payor name:on check;:First Nana 7 Payor,narne.on check Last Name F. Signatllares 'and SubrOittal Reqiurelrnens I hereb certif under the enalties of er u that the foregoing.'Not.lce of Intent an•d accom an i lans, Y' Y p p j ryp..: y g p. documents, and'supporting.data are true and complete to the ties#of my knowledge I understand that the Conservation Commission willplace notification of this Notice in a local newspaper at the expense:of the.applicant in accordance with the wetlands regulations; 310 CMR 10 05(5)(a). I further certify under penalties of perjury that all abutters°were notified of this application, pursuant to the. requirements of M.G;L. c131,§40: Notice must be.:made by Certificate of Mailing or in;wntirig by hand. delivery or certified'mail(return receipt requested)to all abutters within 100 feet,of the-property Fine of..the project Location; 3 f f't Il i 3 1 !gnat.re of Applicant 2,"Date i 3 Vatu of Prope ty wner'(If different) 4 Date t � r3 5, ]gna ure of Repres nt0t1Ve(if any)., 6.:Date For Conseriratron Commission: Two copies of the completed Notice of Intent{Form 3); including supporting plans and.docurbonts,two copies ofthe;N01 UVe#land Fee Transmittal.Form, and the cityltown fee payment, to the Conservation , Gornmission by certified.mail or hand delivery. For MassDEP One copy of.the completed Notice of Intent{Form 3), including plans and documents,,one copy the No Wetland Fee Transmitta[`Formi and a copy of the state fee payment to the MaSsl)EP Regional Office(see Instructions)by scertified mail or hand delivery:. Other: If the:applicant-has checked the"yes"box in any part:of,Section G;:1:tem 3, above; refer to that section. and the Instructions for additional submittal requirements. . The original and copies must be sent simultaneously. Failure by the applicant to send copies in a , timely manner may result.in dismissal of the Notice of Intent. wpaform3.�ioc rev., 162013 Page a of 6 ' f Massachusetts Department of Environmental Protection -- Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Important:When A. Applicant Information filling out forms on the computer, 1. Location of Project: use only the tab key to move your Phinney's Lane, Centerville cursor-do not a.Street Address b.City/Town use the return key. Fee Exempt- Municipal Project N/A c.Check number d.Fee amount 2. Applicant Mailing Address: ' Silvio Genao, P.E. rorum a.First Name b.Last Name Department of Public Works,Town of Barnstable c.Organization 367 Main Street d.Mailing Address Hyannis MA. 02601 e.City/Town f.State g.Zip Code 508-790-6300 508-790-6343 Silvio.Genao@town.barnstable.ma.us h.Phone Number I.Fax Number j.Email Address 3. Property Owner(if different): a.First Name b.Last Name Town of Barnstable, c/o Department of Public Works c.Organization 367 Main Street d.Mailing Address Hyannis MA 02601 e.City/Town f.State g.Zip Code 508-790-6400 508-790-6406 h.Phone Number i.Fax Number j.Email Address To calculate B. Fees filing fees.refer to the category fee list and Fee should be calculated using the following process &worksheet. Please see Instructions before examples in the filling out worksheet instructions for filling out WPA Step 1/Type of Activity: Describe each type of activity that will occur in wetland resource area and buffer zone. Form 3(Notice of Intent). Step 2/Number of Activities: Identify the number of each type of activity. Step 3/individual Activity Fee:Identify each activity fee from the.six project categories listed in the instructions. Step 4/Subtotal Activity Fee: Multiply the number of activities(identified in Step 2)times the fee per category (identified in Step 3)to reach a subtotal fee amount. Note: If any of these activities are in a Riverfront Area in addition to another Resource Area or the Buffer Zone,the fee per activity should be multiplied by 1.5 and then added to the subtotal amount. Step 51Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4. Step 6/Fee Payments:To calculate the state share of the fee, divide the total fee in half and subtract$12.50.To calculate the city/town share of the fee, divide the total fee in half and add$12.50. I .noifeeff.doc Wetland Fee Transmittal Form•rev.10/17/11 Page 1 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands ' NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. FeeS (continued) Step 1/Type of Activity Step 2/Number Step Step 4/Subtotal Activity of Activities Undividual Fee Activity Fee Fee Exempt- Municipal Project N/A Step 5/Total Project Fee: N/A Step 6/Fee Payments: Total Project Fee: N/A a.Total Fee from Step 5 State share of filing Fee: N/Ab. 1/2 Total Fee less$12.50 City/Town share of filling Fee. N/A c. 1/2 Total Fee plus$12.50 C. Submittal.Requirements a.) Complete pages 1 and 2 and send with a check or money order for the state share of the fee, payable to the Commonwealth of Massachusetts. Department of Environmental Protection Box 4062 Boston, MA 02211 b.) To the Conservation Commission: Send the Notice of Intent or Abbreviated Notice of Intent; a copy of this form; and the city/town fee payment. To MassDEP Regional Office(see Instructions): Send a copy of the Notice of Intent or Abbreviated Notice of Intent;a copy of this form;and a copy of the state fee payment. (E-filers of Notices of Intent may submit these electronically.) noifeetf.doc-Wetland Fee Transmittal Form•rev.10/17/11 Page 2 of 2 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report ' A. Introduction Important:When A Stormwater Report must be submitted with the Notice of Intent permit application to document filling out forms compliance with the Stormwater Management Standards. The following checklist is NOT a substitute for on the computer, use only the tab the Stormwater Report(which should provide more substantive and detailed information) but is offered key to move your here as a tool to help the applicant organize their Stormwater Management documentation for their cursor-do not Report and for the reviewer to assess this information in a consistent format. As noted in the Checklist, ' use the return the Stormwater Report must contain the engineering computations and supporting information set forth in key. Volume 3 of the Massachusetts Stormwater Handbook. The Stormwater Report must be prepared and certified by a Registered Professional Engineer(RPE) licensed in the Commonwealth. The Stormwater Report must include: • The Stormwater Checklist completed and stamped by a Registered Professional Engineer(see page 2) that certifies that the Stormwater Report contains all required submittals.' This Checklist ' is to be used as the cover for the completed Stormwater Report. • Applicant/Project Name • Project Address • Name of Firm and Registered Professional Engineer that prepared the Report • Long-Term Pollution Prevention Plan required by Standards 4-6 • Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan required by Standard 82 • Operation and Maintenance Plan required by Standard 9 In addition to all plans and supporting information, the Stormwater Report must include a brief narrative describing stormwater management practices, including environmentally sensitive site design and LID techniques, along with a diagram depicting runoff through the proposed BMP treatment train. Plans are required to show existing and proposed conditions, identify all wetland resource areas, NRCS soil types, critical areas, Land Uses with Higher Potential Pollutant.Loads (LUHPPL), and any areas on the site where infiltration rate is greater than 2.4 inches per hour. The Plans shall identify the drainage areas for both existing and proposed conditions at a scale that enables verification of supporting calculations. As noted in the Checklist, the Stormwater Management Report'shall document compliance with each of the Stormwater Management Standards as provided in the Massachusetts Stormwater Handbook. The soils evaluation and calculations shall be done using the methodologies set forth in.Volume 3 of the Massachusetts Stormwater Handbook. To ensure that the Stormwater Report is complete, applicants are required.to fill in the Stormwater Report Checklist by checking the box to indicate that the specified information has been included in the Stormwater Report. If any of the information Specified in the checklist has not been submitted, the applicant must provide an explanation. The completed Stormwater Report Checklist and Certification must be submitted with the Stormwater Report. -----.......__._____-_.........._._._.._.._. 'The Stormwater Report may also include the Illicit Discharge Compliance Statement required by Standard 10. If not included in the Stormwater Report,the Illicit Discharge Compliance Statement.must be submitted prior to the discharge of stormwater runoff to the post-construction best management practices. 2 For some complex projects,it may not be possible to include the Construction Period Erosion and Sedimentation Control Plan in the Stormwater Report. In that event,the issuing authority has the discretion to issue an Order of Conditions that approves the project and includes a condition requiring the proponent to submit the Construction Period Erosion and Sedimentation Control Plan before commencing any land disturbance activity on the site. ,121206_swcheck_10090.doc•04/01/08 Stormwater Report Checklist•Page 1 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report B. Stormwater Checklist and Certification The following checklist is intended to serve as a guide for applicants as to the elements that ordinarily need to be addressed in a complete Stormwater Report. The checklist is also intended to provide conservation commissions and other reviewing authorities with a summary of the components necessary for a comprehensive Stormwater Report that addresses the ten Stormwater Standards. Note: Because stormwater requirements vary from project to project, it is possible that a complete Stormwater Report may not include information on some of the subjects specified in the Checklist. If it is ' determined that a specific item does not apply to the, project under review, please note that the item is not applicable (N.A.) and provide the reasons for that determination. A complete checklist must include the Certification set forth below signed by the Registered Professional Engineer who prepared the Stormwater Report. Registered Professional Engineer's Certification , I have reviewed the Stormwater Report, including the soil evaluation, computations, Long-term Pollution Prevention Plan, the Construction Period Erosion and Sedimentation Control Plan (if included), the Long- term Post-Construction Operation and Maintenance Plan, the Illicit Discharge Compliance Statement(if included) and the plans showing the stormwater management system, and have determined that they have been prepared in accordance with the requirements of the Stormwater Management Standards as further elaborated by the Massachusetts Stormwater Handbook. I have also determined that the information.presented in the Stormwater Checklist is accurate and that the information presented in the Stormwater Report accurately reflects conditions at the site as of the date of this permit application. Registered Professional Engineer Block and Signature , H OF MASs9 ' o cy o RICHARD A. CLAYTOa C CIVIL No.45116 4��F9F(FISTERti� 0NAL 2L� _xc Signature and Date Checklist Project Type: Is the application for new development, redevelopment, or a mix of new and redevelopment? ❑ New development ® Redevelopment ❑ Mix of New Development and Redevelopment 121206 swcheck_10090.doc•04/01/08 Stormwater Report Checklist•Page 2 of 8 tMassachusetts Department-of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report 1 Checklist (continued) LID Measures: Stormwater Standards require LID measures to be considered. Document what environmentally sensitive design and LID Techniques were considered during the planning and design of the project:. ® No disturbance to any Wetland Resource Areas Site Design Practices e. . clustered development, reduced frontage setbacks ❑ 9 ( 9 p � 9 ) ❑ Reduced Impervious Area (Redevelopment Only) ® Minimizing disturbance to existing trees and shrubs ' ❑ LID Site Design Credit Requested: ❑ Credit 1 ❑ Credit 2 ❑ Credit 3 ❑ Use of"country drainage" versus curb and gutter conveyance and pipe ❑ Bioretention Cells (includes Rain Gardens) ❑ Constructed Stormwater Wetlands (includes Gravel Wetlands designs) ❑ Treebox Filter ❑ Water Quality Swale ❑ Grass Channel `. ❑ Green Roof ® Other(describe): Water Quality (Oil/Water) Chambers, Recharge Chambers I ' Standard 1: No New Untreated Discharges ® No new untreated discharges ❑ Outlets have been designed so there is no erosion or scour to wetlands and waters of the Commonwealth ❑ Supporting calculations specified in Volume 3 of the Massachusetts Stormwater Handbook included. 12120$_swcheck_10090.doc•04/01/08 Stormwater Report Checklist•Page 3 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 2: Peak Rate Attenuation waiver requested d because the project is located in land subject to coastal storm flowage ❑ Standard 2 al q p J J 9 and stormwater discharge is to a wetland subject to coastal flooding. ❑ Evaluation provided to determine whether off-site flooding increases during the 1007year 24-hour storm. ' ® Calculations provided to show that post-development peak discharge rates do not exceed pre- development rates for the 2-year and 10-year 24-hour storms. If evaluation shows that off-site flooding increases during the 100-year 24-hour storm, calculations are also provided to show that post-development peak discharge rates do not exceed pre-development rates for the 100-year 24- t hour storm. Standard 3: Recharge ' Z Soil Analysis provided. ❑ Required Recharge Volume calculation provided. ❑ Required Recharge volume reduced through use of the LID site Design Credits. ❑ Sizing the infiltration, BMPs is based on the following method: Check the method used. ❑ Static ® Simple Dynamic ❑ Dynamic Field' ' ❑ Runoff from all impervious areas at the site discharging to the infiltration BMP. ❑ Runoff from all impervious areas at the site is not discharging to the infiltration BMP and calculations , are provided showing that the drainage area contributing runoff to the infiltration BMPs is sufficient to generate the required recharge volume. ' ❑ Recharge BMPs have been shed to Infiltrate the Required Recharge Volume. ® Recharge BMPs have been sized to infiltrate the Required Recharge Volume only to the maximum extent practicable for the following reason: , ❑ Site is comprised solely of C and D soils and/or bedrock at the land surface ❑ M.G.L. c. 21 E sites pursuant to 310 CMR 40.0000 ❑ Solid Waste Landfill pursuant to 310 CMR 19.000 ® Project is otherwise subject to Stormwater Management Standards only to the maximum extent ' practicable. ❑ Calculations showing that the infiltration BMPs will drain in 72 hours are provided. ❑ Property includes a M.G.L. c. 21 E site or a solid waste landfill and a mounding analysis is included. ' 80%TSS removal is required prior to discharge to infiltration BMP if Dynamic Field method is used. • / 1/ Stormwater Report Checklist•Page 4 of 8. 121206_swcheck_10090.doc 04 0 OS p 9 ' Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program L7�1 � Checklist for Stormwater Report Checklist (continued) Standard 3: Recharge (continued) ❑ The infiltration BMP is used to attenuate peak flows during storms greater than or equal to the 10- year 24-hour storm and separation to seasonal high groundwater is less than 4 feet and a mounding analysis is provided. ® Documentation is provided showing that infiltration BMPs do not adversely impact nearby wetland resource areas. Standard 4: Water Quality The Long-Term Pollution Prevention Plan typically includes the following: ' Good housekeeping practices; • Provisions for storing materials and waste products inside or under cover; • Vehicle washing controls; ' Requirements for routine inspections and maintenance of stormwater BMPs; • Spill prevention and response plans; • Provisions for maintenance of lawns, gardens, and other landscaped areas, • Requirements for storage and use of fertilizers, herbicides,.and pesticides; 1 Pet waste management provisions; • Provisions for operation and management of septic systems; • Provisions for solid waste management; • Snow disposal and plowing plans relative to Wetland Resource Areas; • Winter Road Salt and/or Sand Use and Storage restrictions; • Street sweeping schedules; • Provisions for prevention of illicit discharges to the stormwater management system; • Documentation that Stormwater BMPs are designed to provide for shutdown and containment in the event of a spill or discharges to or near critical areas or from LUHPPL; • Training for staff or personnel involved with implementing Long-Term Pollution Prevention Plan; • List of Emergency contacts for implementing Long-Term Pollution Prevention Plan. ® A Long-Term Pollution Prevention Plan is attached to Stormwater Report and is included as an attachment to the Wetlands Notice of Intent. ❑ Treatment BMPs subject to the 44% TSS removal pretreatment requirement and the one inch rule for calculating the water quality volume are included, and discharge: ❑ is within the Zone II or Interim Wellhead Protection Area I ❑ is near onto other critical areas ' ❑ is within soils with a rapid infiltration rate (greater than 2.4 inches per hour) . ❑ involves runoff from land uses with higher potential pollutant loads. ' ❑ The Required Water Quality Volume is reduced through use of the LID site Design Credits. ® Calculations documenting that the treatment train meets the 80%TSS removal requirement and, if ' applicable, the 44% TSS removal pretreatment requirement, are provided. 121206 swcheck_10090.doc•04i01/08 Stormwater Report Checklist•Page 5 of 8 LImMassachusetts Department of Environmental Protection ' Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) ' Standard 4: Water Quality (continued) ® The BMP is sized (and calculations provided) based on: , ® The '/" or 1"Water Quality Volume or ❑ The equivalent flow rate associated with the Water Quality Volume and documentation is r provided showing that the BMP treats the required water quality volume. ❑ The applicant proposes to use proprietary BMPs, and documentation supporting use of proprietary BMP and proposed TSS removal rate is provided. This documentation may be in the form of the propriety BMP checklist found in Volume 2, Chapter 4 of the Massachusetts Stormwater Handbook and submitting copies of the TARP Report, STEP Report, and/or other third party studies verifying performance of the proprietary BMPs. , ❑ A TMDL exists that indicates a need to reduce.pollutants other than TSS and documentation showing that the BMPs selected are consistent with the TMDL is provided. Standard 5: Land Uses With Higher Potential Pollutant Loads (LUHPPLs) ❑ The NPDES Multi-Sector General Permit covers the land use and the Stormwater Pollution Prevention Plan (SWPPP) has been included with the Stormwater Report. ❑ The NPDES Multi-Sector General Permit covers the land use and the SWPPP will be submitted prior to the discharge of stormwater to the post-construction stormwater BMPs. ❑ The NPDES Multi-Sector General Permit does not cover the land use. ❑ LUHPPLs are located at the site and industry specific source control and pollution prevention measures have been proposed to reduce or eliminate the exposure of LUHPPLs to rain, snow, snow melt and runoff, and been included in the long term Pollution Prevention Plan. ❑ All exposure has been eliminated. ❑ All exposure has not been eliminated and all BMPs selected ar e on MassDEP LUHPPL list. ❑ The LUHPPL has the potential to generate runoff with moderate to higher concentrations of oil and ' grease (e.g. all parking lots with>1000 vehicle trips per day) and the treatment train includes an oil grit separator, a filtering bioretention area; a sand filter or equivalent. Standard 6: Critical Areas , ❑ The discharge is near or to a critical area and the treatment train includes only BMPs that MassDEP has approved for stormwater discharges to or near that particular class of critical area. ' ❑ Critical areas and BMPs are identified in the Stormwater Report. 121206 swcheck_10090.doc•04/01/08 Stormwater Report Checklist•Page 6 of 8 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report ' Checklist (continued) Standard 7: Redevelopments and Other Projects Subject to the Standards only to the maximum extent practicable ® The project is subject to the Stormwater Management.Standards only to the maximum Extent Practicable as a: ❑ Limited Project ❑ Small Residential Projects: 5-9 single.family houses or 5-9 units in a multi-family development provided there is no discharge that may potentially affect a critical area. ❑ Small Residential Projects: 2-4 single family houses or 2-4 units in a multi-family development with a discharge to a critical area ❑ Marina and/or boatyard provided the hull painting, service and maintenance areas are protected ' from exposure to rain, snow, snow melt and runoff ❑ Bike Path and/or Foot Path ® Redevelopment Project ❑ Redevelopment portion of mix of new and redevelopment. ' ❑ Certain standards are not fully met(Standard No. 1, 8, 9, and 10 must always be fully met) and an explanation of why these standards are not met is contained in the Stormwater Report. ® The project involves redevelopment and a description of all measures that have been taken to improve existing conditions is provided in the Stormwater Report. The redevelopment checklist found in Volume 2.Chapter 3 of the Massachusetts Stormwater Handbook may be used to document that the proposed stormwater management system (a) complies with Standards 2, 3 and the pretreatment and structural BMP requirements of Standards 4-6 to the maximum extent practicable and (b) ' improves existing conditions. Standard 8: Construction Period Pollution Prevention and Erosion.and Sedimentation Control A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan must include the following information: • Narrative; • Construction Period Operation and Maintenance Plan; • Names of Persons or Entity Responsible for Plan Compliance; • Construction Period Pollution Prevention Measures; • Erosion and Sedimentation Control Plan Drawings; • Detail drawings and specifications for erosion control BMPs, including sizing calculations; • Vegetation Planning; • Site Development Plan; • Construction Sequencing Plan; • Sequencing of Erosion and Sedimentation Controls; • Operation and Maintenance of Erosion and Sedimentation Controls;. a Inspection Schedule; • Maintenance Schedule; • Inspection and Maintenance Log Form. ' ® A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan containing the information set forth above has been included in the Stormwater Report. 1'21205_swcheck_10090.doc•04/01/08 Stormwater Report Checklist•Page 7 of 8 Massachusetts Department of Environmental Protection ' Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control (continued) ❑ The project is highly complex and information is included in the Stormwater Report that explains why ' it is not possible to submit the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan with the application. A Construction Period Pollution Prevention and Erosion and Sedimentation Control has not been included in the Stormwater Report but will be submitted before land disturbance begins. ❑ The project is not covered by a NPDES Construction General Permit. , ❑ The project is covered by a NPDES Construction General Permit and a copy of the SWPPP is in the Stormwater Report. ® The project is covered by a NPDES Construction General Permit but no SWPPP been submitted. , The SWPPP will be submitted BEFORE land disturbance begins. Standard 9: Operation and Maintenance Plan ® The Post Construction Operation and Maintenance Plan is included in the Stormwater Report and , includes the following information: ® Name of the stormwater management system owners; , ® Party responsible for operation and maintenance; ® Schedule for implementation of routine and non-routine maintenance tasks; ® Plan showing the location of all stormwater BMPs maintenance access areas; ® Description and delineation of public safety features; ® Estimated operation and maintenance budget; and ' ® Operation and Maintenance Log Form. ❑ The responsible party is not the owner of the parcel where the BM is located and the Stormwater I Report includes the following submissions: ❑ A copy of the legal instrument(deed, homeowner's association, utility trust or other legal entity) that establishes the terms of and legal responsibility for the operation and maintenance of the project site stormwater BMPs; , ❑ A plan and easement deed that allows site access for the legal entity to operate and maintain BMP functions. ' Standard 10: Prohibition of Illicit Discharges ® The Long-Term Pollution Prevention Plan includes measures to prevent illicit discharges; ❑ An Illicit Discharge Compliance Statement is attached; ❑ NO Illicit Discharge Compliance Statement is attached but will be submitted prior to the discharge of ' any stormwater to post-construction BMPs. 121206_swcheck_10090.doc•04/01/08 Stormwater Report Checklist•Page 8 of 8 t r r r DRIVING DIRECTIONS From: 200 Main Street,Hyannis, MA To: Phinney's Lane at Mother's Park, Centerville,MA i 1. Head west on Main Street toward Pleasant Street for 0.3 miles. 2. Turn right onto Barnstable Road and proceed for 0.8 miles. rI At the traffic circle,take the P exit onto Falmouth Road(Route 28) and proceed for 2.9 miles. r 4. Take a slight left onto Phinne 's Lane and proceed for 0.3 miles. g Y P , ' 5. 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B -p� 209-1767 Ofi3-003 - 209 l20 209 051 20 0 2 -' 204P19. -Ffi6 .. .. 209'-9030 g]1 0¢067-00 #61 3 #6 209 067' O 2 gr55Q 209.058 O 2#586 • #173 N19-090 #9 gq ¢'I67 �\ 209-117 209 068-002 #63 d 43 20¢033 - :' #21 .\ 209-hi6! 209 108 209 031 #67 Long 203 049 #93 068-0 -0 70 31 ••• ® .# PoPondPond209- 01 209 � #4 7 ®..:' I• �090 ':. ®- �y 209-071 \ // •I #38 209-034 209 067 002 209=119 C sA 209 04fl . z09=. �` n 36 #.33 � �Y #t•1 Ji 209-110 �5 #80 .. .. ..® 20q¢P13%J #2 6 -0a] .2 -092 .. 209-072 • #2s #20 g 2 - ® #118 FB .. �20.9'U]] 209-11�1 \•,'��y,p9�n 2 9-035 c Via"48 56\. - 2�1.12�, •�209-093 - 209a35 A� #252.:\ �' 4 3 �209-018 K 225 %:• 209,036 9-037 408.036 ��! x a 416.1 8a3254 h#`7�9 ' B 102 a l04 O •m8-052 209-092 #25} � #�0 '•208-ip1 #183 208�96 2MB 055 :t #195 #167 - fi�8 d53 208 l03 �/��j 200 14� y - 208405� 2(18-10, _ 209-002 208 099-002 208 A097 #l59 208.096 � � -- 208s�58 _ - #9..: ,p tt b 208-1d6 r, Nit #r1153 #143 C N)f(-03&'00 t; 7 #1(I 20 1 g 25 #197 . ...208046 +$lr.. 208 -003 O A#-137 20 058 ... 208-137 508-039 tt 326 0-7 \� 208 1.12 208 IO]� g 31 206-093 - ,. #1320 �`:2Q 119 ¢ #22 H •,208-04511 :. 20804U 2�08„{'�4•4-002 31 208 IIS lU 208-092 248a60 #8 2#8-034 8-044-0 1 CND #317 p 20841-1-• 8 - .. 5 5 8 '4' 11 .. 6 �• 108 :• 2#&9310 .. - .. .. 20p1'O]#09dr0.v - �033' �..k 36411 A #351 m--_ -.089-002 _ - zpai's'6 - lee .. ... :':- . 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N'aler Bodies Monuments- Hu......d-f_t M1Ydr S PhY t.poS Pi.1 : O * and v,wtatm nem i,Wm,and f 8 erml W E Remmm Walk photogeiphs and may have he pd l d( •_- 12}g56 Parcel Numbers Paced Rmds S C Wooded Areas ® Tonan orc current smreu.Parcel lines weredg,tuad - 3 "'v Un aved R ads o-o Slone Walls tY2 T f B table Assessor s #1234 Add..Streets � P a 'Stne Trees maps . . - B le Dis at whes. Disclalmet• em gs ld ✓�� P dU wys :O❑.SPons Are. • CatrLbmrm- arep noerntah �f Assp J m*gpa phls They Feet 'App toIaativ f 4.` Upa deny ays. GolfA Q 6Wty-a- tw P prty bo lanes ddo t New B ddm from PI t PI ns • lamp Pose. 0 6z.5 1zg,: 250 - 375 500 -_ ® _ .. D eks Piers. F el Tanks represent to relatioul Pst phy 1. Decal/Patios Painted ones � fir' / • Mahholes O� obRets an the map such as buddmgl«abom. phin_n mxd� Water Tanks .. : .. : :. .. ..- IM2 - Q Above Crmnd Swimm &P is P-dParkin8lem emrdwalks • Utility Poles 33us mapu[ar punning lanlnoea,affly ft Lavot . .. . -Spot Elevation.' dq ate far legal boundary determma0on ar TO�YR of BSI'Q$LEtbl@ �- fnc as-- ng P-1a vupaved Parking Lots Jtuea : s;yns P onoagaI Semen lem�nhon T'ha map d«a�o1 .. GIs Unit .... Walk y l p ved T o t Con[ p nt th ground urvry ®'Bodges .---^^-Str ms "FlaGWI� 'O E I .b da I f h P//wwwtawnb V1 bl a Ihain Ditrhes O To flCont sa not 967 h1mn Street•Hya hfA 02601 -a {valkwa Unun roved -��RaOrmd" -- age Q Posts pO2 meet esmbl lid apasumry smndards v : (5o8)86"46a4 Notice of Intent Abutter List List compiled 3-11-13 Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing CityStateZip Country Deed 208026 CAPE HEAD INJURED PERSONS HOUSING&EDUCATION GRP INC P O BOX 315 CENTERVILLE,MA 02632 C130574 208027002 PIKE,KIM Y&MCCORMICK,BRIAN D 385 WEIR ROAD YARMOUTH PORT,MA 02675 C187901 208042 WEBER,ERIC&MARGARET M 364 MAIN ST CENTERVILLE,MA 02632 16732/296 208043 HOSTETTER.DANIEL C JR&ADAM TRS HOSTETTER CHILDREN REALTY TRUST 770A MAIN STREET OSTERVILLE,MA 02655 23197/289 208044002 WHITWORTH,E LEO JR TR IC REALTY TRUST 350 MAIN STREET CENTERVILLE,MA 02632 9421/345 CENTERVILLE GARDENS UNIT 1 20804410A POTTER,CALVIN L&ANNE E TRS NOMINEE TST 97A COLLEGE STREET SOUTH HADLEY,MA 01075 26073/34 20804410B NAMES,KATIE ELIZABETH 340 MAIN STREET UNIT 2 CENTERVILLE,MA 02632 21937/270 20804410C COTTO,KAREN M&DENNIS A . 340 MAIN STREET,UNIT 3 CENTERVILLE,MA 02632 25547/222 20804410D SIEGEL,GORDON J PO BOX 1628 PROVINCETOWN,MA 02657 26409/66 20804410E RUBINO,THOMAS A 340 MAIN STREET UNIT 5 CENTERVILLE,MA 02632 22987/287 20804410F SOLIWODA,PAMELA H 344 MAIN STREET UNIT 6 CENTERVILLE,MA 02632 22840/189 20804410G STRANGER,MARTHA E 340 MAIN STREET UNIT 7 CENTERVILLE,MA 02632 22090/227 208045 FAHRENHOLZ,JOHN R&BARBARA 328 MAIN ST CENTERVILLE,MA 02632 11160/314 208046 WHITWORTH,E LEO JR TR IC REALTY TRUST 350 MAIN STREET CENTERVILLE,MA 02632 9421/345 ROBBINS,WILLIAM B&MARY E& 208047 MAINEY,RI 320 MAIN ST CENTERVILLE,MA 02632 4172/124 208048 EDWARDS,JOYCE A TR JOYCE A EDWARDS 1994 REALTY TRUST 46 JEFFERSON ROAD WINCHESTER,MA 01890 9966/218 208056 TUTTLE,CHARLES P 8 WILTON DRIVE CENTERVILLE,MA 02632 11313/147 208102 PERNA,AMANDA 83 GREEN STREET CHARLESTOWN,MA 02129 22821/76 VALARIOTI,DOMENIC J&RICHARD R 208103 TRS JENNIE A VALARIOTI IRREV TRUST 101 PRESTON STREET I MARLBOROUGH,MA 01752 26607/272 CONRAD,MICHAEL P SR&GARRETT, 208104 BARBARA 6 BRIARCLIFF LANE CENTERVILLE,MA 02632 10222/104 208113 COLVARIO,FRANK&MARY G 56 MONUMENT AVE CHARLESTOWN,MA 02129 4135/282 " 208114 BARRETTE,JOHN&KELLY 68 MARLBORO ST.,#4 BOSTON,MA 02116 25548/322 208115 BAIRD,RALPH F JR&BETH DELISI 317 MAIN ST CENTERVILLE,MA 02632 11398/060 MCCANN,CYNTHIA A VELLONE&KEVIN 208117 W 329 MAIN ST CENTERVILLE,MA 02632 9283/014 208119001 QUINN,KAREN E&PISANO,MATTHEW T 351 MAIN ST CENTERVILLE,MA 02632 12635/326 208119002 DAIGLE,GRACE M&PETER M 359 MAIN ST CENTERVILLE,MA 02632 15971/211 208120 REED,STUART MALCOLM&JOAN A 377 MAIN ST CENTERVILLE,MA 02632 17055/110 208121 ELLIS,SUSAN W 393 MAIN ST CENTERVILLE,MA 02632 9145/168 208122 BARNSTABLE,TOWN OF(REC) 367 MAIN STREET HYANNIS,MA 02601 137/147 208124 FEENY,MARY L 118 HIGH STREET BRISTOL,RI 02809 24482/260 208152 BUTERA,JOSEPH L,TRUSTEE BLACKSMITH REALTY TRUST 352 MAIN STREET CENTERVILLE,MA 02632 7987/265 209002 DAVIS,STEPHEN JAMES 197 MAIN ST CENTERVILLE,MA 02632 11253/220 209005 SKINNER,WILLIAM,E&EDITH 8 SACHEM DRIVE CENTERVILLE,MA 02632 6674/043 209006 SKINNER,WILLIAM E TRUSTEE WILLEDITH TRUST 8 SACHEM DR CENTERVILLE,MA 02632 4464/170 209007 PARKAS,JAMES A&KATALIN M 5 SACHEM DR CENTERVILLE,MA 02632 2619/59 209018 LOWE,BRADFORD W 12 BARBARA COURT NORTH DARTMOUTH,MA 02747 21428/311 209019 CUMBERLAND FARMS,INC 100 CROSSING BLVD FRAMINGHAM,MA 01702 7120/285 209029 LYON,RICHARD H&JEAN W 60 PRENTISS LN BELMONT,MA 02178 10438/304 209030 MAYO,WALTER L&SARAH N 92 PHINNEY'S LANE CENTERVILLE,MA 02632 1 124733/161 209031 1BODUCH,THOMAS L&KAREN J 43 LONG-POND CIRCLE CENTERVILLE,MA 02632 9777/190 209043 CRIVELLI,JOAN ANN C/O CRIVELLI-NEFF,JOAN 225 MAIN ST CENTERVILLE,MA 02632 3454165 209044 ONEIL,KEVIN&PAULA M 284 MAIN STREET CENTERVILLE,MA 02632 15423/191 209045 DAVIS,KEVIN A&JANET L 268 MAIN STREET CENTERVILLE,MA 02632 9423/180 209047 BARNSTABLE,TOWN OF(REC) 367 MAIN ST HYANNIS,MA 02601 CLERK#48 209048 WALSH,THOMAS V 149 CHESTNUT ST CLINTON,MA 01510 2075/139 209049 MINK,CLIFFORD E&LOIS C PO BOX 1120 CENTERVILLE,MA 02632 5576/009 209050 FERRARO,THERESA A C/O MARIANO,THERESA 43 PHINNEYS LN CENTERVILLE,MA 02632 15314/185 209051 BARNSTABLE,TOWN OF CEM 367 MAIN ST HYANNIS,MA 02601 209052005 DESAULNIERS,ANN MARIE&HELEN T 4993 BATTERY LANE BETHESDA,MD 20814 25638/215 209052006 LYNCH,THOMAS K&JENNIFER 95 PHINNEY'S LANE CENTERVILLE,MA 02632 26391/62 209052007 LYNCH,JESSICA 99 PHINNEY'S LANE CENTERVILLE,MA 02632 24753/115 209054 CROSBY,MARIANNE C 123 PHINNEYS LN CENTERVILLE,MA 02632 14086/24 209055001 APA INVESTMENT CORP 295 CHANNING RD BELMONT,MA 02478 19080/146 209055002 OCHOA,DEMIAN J&HARTMAN,HILARY 32 RAINBOW DRIVE CENTERVILLE,MA 02632 23986/160 209058 WALSH,MARTIN M P O BOX 35 ICENTERVILLE,MA 02632 4810/146 209081 PENDERGAST,JOHN J JR&ANN D TRS PENDERGAST FALMOUTH RD TRUST P O BOX 576 CENTERVILLE,MA 02632 15793/321 209090 DANNEMANN,ROBERT&F STEPHANIE PO BOX 531 CENTERVILLE,MA 02632 13126/140 209092 COHEN,SHELLY 25 LONG POND CIRCLE CENTERVILLE,MA 02632 12019/141 209098 JKM HOLDINGS,LLC 728 SPRINGVALE ROAD GREAT FALLS,VA 22066 26189/19 209099 TUCHOLSKI,STANLEY A 130 PHINNEYS LN CENTERVILLE,MA 02632 5510/278 209110 LESLIE,BONITA M 226 MAIN ST CENTERVILLE,MA 02632 9753/273 209111 HARDER,PAUL R&JOANNE M 125 HILL ST TOPSFIELD,MA 01983 15170/104 BROWN,DOUGLAS A&DEBORAH 209112 PARKER 252 MAIN ST CENTERVILLE,MA 02632 22432/23 208101 PERRY,ROBERT BRUCE P O BOX 430 EAST GRANBY,CT 06026 6000/313 MACBRIDE,BARBARA J&ARTHUR J III 209093 TRS BARBARA J MACBRIDE REV TRUST 115 LONG POND CIRCLE CENTERVILLE,MA 02632 25248/330 208099001 ROZANEL,MARCY A 16 CRYSTAL RIDGE ROAD COTUIT,MA 02635 19224/284 209042 CASEY,ROBERT L&KATHLEEN A TRS CASEY REALTY TRUST 32 SCOTT CIRCLE DEDHAM,MA 02026 1 24752/173 ' A"JDAVIT Of SERVICE Under-the Massachusetts Wetlands.Protection Act(M GL. Chapter 131, §:40) and,the Town of Barnstable Regulations—Chapter 237: We tlands Protection 1,Amanda:Crouch=Smithy hereby=cer(ify under the pains and penalties of perjury that on ' March 14,2013 Hgrsley V uteri Group Outtets in conoiaMelwith the second paragraph.of Massachusetts General Laws Chapter 131, Section 40, and the Massachusetts Department of Environrnerztul Pyotectron GL(ide to Abut/cz Nottficcrtion dated April:8, 1994 and the Town ofBarnstable Chapter 106,AEi itter-Notification Regulation,.in connection with the.following;matter A Notice Of Intent NOI a'. licaLion was filed under the lYlassaehusetts Pp Wetlands Protection Act:and the-Town of Barnstable.Chapter 237 by the. applicant; the,Town,of Barnstable Departznert;of.Publrc Works, with`tine Barnstable Conservation Commission on IYlareh 14, 2013, regarding the redevelopment:of Phinney, s Lane in Centerville; Massachusetts. The form ofthe notification and a.last ofabutters to whom notification was sent are attached to#his A.ffzdavit of Service and are:included as an attaeliment_°n tfieNQI application,.QN ?avz" ' Name Date cc DEP.-,Southeast Regional Office NOTICE OF INTENT ABUTTER NOTIFICATION LETTER DATE: March 14,2013 RE: Upcoming Barnstable Conservation Commission Public Hearing To Whom It May Concern: As a direct abutter to the project site,please be advised that a Notice of Intent application was filed with the Barnstable Conservation Commission and the Massachusetts Department of Environmental Protection regarding the project described below. ' APPLICANT: Town of Barnstable Department of Public Works PROJECT LOCATION: Phinney's Lane/Main Street, Centerville,MA ASSESSOR'S MAP&PARCEL: Roadway Project—Map/Lot Not Applicable PROJECT DESCRIPTION: The Town proposes to provide safety improvements to a ' portion of Phinney's Lane/Main Street. Activities will involve reconstructing the roadway and the sidewalk as a continuous pathway, in compliance with accessibility regulations, and redevelopment of the roadway to provide consistent road widths for drivers. Stormwater management will also be incorporated to provide ' treatment of runoff. APPLICANT'S AGENT: Horsley Witten Group c/o Amy Ball 90 Route 6A Sandwich,MA 02563 (508) 833-6600 PUBLIC HEARING: Barnstable Town Hall, Selectman's Meeting Room ' DATE: April 2,2013 TIME: Beginning at 6:30 p.m. ' NOTE: Plans and application materials describing project the 'ect site are on file with the J Conservation Commission 200 Main Street,Hyannis,Massachusetts(508-862-4093). I I T Any Witteen Group ' Sustainable Environmental Solutions; 90 Route 6A • Sandwkh.N1 02563 Tel:50&8336600 Fax:5088334 50 • www.horagYWtten.com ' March 14,20.13 Amy Coman-Hoenig,Endangered Species Review Assistant Massachusetts Division of Fisheries and Wildlife Natural Heritage and Endangered Species Program North Drive,Route 135 ' Westborough,MA 01581 Re: MESA Review Exemption Request Phinney's Lane,Main Street&Mothers Park Road, Centerville,Massachusetts ' NHESP Tracking No. 10-28696 Dear Ms. Coman-Hoenig: ' On behalf of the the Town of Barnstable and in accordance with the Massachusetts proponent, Endangered Species Act(M.G.L. Ch. 131A) or MESA,the Horsley Witten Group,Inc. (HW)respectfully requests confirmation that the proposed project meets the exemption provisions under the Massachusetts Endangered Species Act(M.G.L. Ch. 131A)or MESA for the proposed roadway improvement project in Centerville,Massachusetts. A Rare Species Information Request(October 22,2010)confirmed that the area adjacent to Main Street is within Priority Habitat of Rare Species(PH 1154). Two species are documented as occurring within this mapped area(Figure 4): the Eastern Box Turtle(Terrapene carolina) and Plymouth Gentian(Sabatia kennedyana). Site Description The site is located along Phinney's Lane,Main Street,and Mother's Park Road in Centerville, a village of Barnstable,Massachusetts (Figures 1 and 2). Mother's-Park is located at the junction of Phinney's Lane and Main Street. The area is comprised primarily of residential neighborhoods in all directions. The site locus extends from the intersection of Old Stage Road and Main Street to Mother's Park north to the intersection of Phinney's Lane and Plymouth-Hyannis Road(Route 28). The existing two-lane paved ' roadway(i.e.,Phinney's Lane)has a varying width of twenty to twenty-four feet wide. A discontinuous sidewalk of varying width occurs on both sides of the roadways. Vegetation along the roadway is generally comprised of lawn and landscaped areas associated with residences and Mother's Park. ' Mother's Park is a small triangular park used for passive recreation by local residents. Phinney's Lane/Main Street is also designated as a Scenic Road in the Town of Barnstable. A large area of forested swamp is located to the south of Main Street and Mother's Park and traverses the undeveloped areas ' behind the homes along the south side of Main Street. Proposed Project The proposed roadway redevelopment project is intended to increase the public safety of Phinney's Lane while simultaneously limiting increases in impervious area and providing a higher level of stormwater treatment. The project locus is bordered to the southeast by an area of BVW.and a portion of the work ' involves disturbance within this resource area's buffer zone. ' H:Trojccts\201.0110090 GPI-Phinney's LancTermitting\NOI\130312_MESA Fxemption_Request.10090.docx Amy Coman-Hoenig ' 'March 14, 2013 Page 2 of 2 ' Construction activities will involve site preparation and earthwork necessary for construction of the , proposed roadway redevelopment. These activities primarily include: grinding and removal of existing asphalt pavement; clearing and stripping of vegetation; excavation,hauling and stockpiling of excavated top-and sub-soils; rough and finish grading of all disturbed areas; surface treatments; and possible ' temporary dewatering activities. Erosion and sediment control measures will be installed prior to commencement of any soil disturbing activities in the vicinity of the resource area and will remain in place until final site stabilization is complete. All work will occur within the existing roadway right-of- way and will not result in a widening of the road. A copy of the Notice of Intent(NOI) submitted to the ' Barnstable Conservation Commission is attached for reference. While a portion of the proposed roadway improvement project occurs within both Estimated and Priority ' Habitats of State-listed species, HW believes that this project would be exempt from MESA Review in accordance with 321 CMR 10.14(12), as the proposed project involves"the maintenance, repair or replacement, but not widening, of existing paved roads, shoulder repair that does not exceed four feet from an existing travel lane,paved and unpaved driveways and paved and unpaved parking areas, provided such unpaved driveways and unpaved parking areas are for year-round use and are not thereafter paved, but not including bike paths, or parking areas on barrier beaches, coastal beaches, coastal dunes, or salt marshes, as defined by the Massachusetts Wetlands Protection Act(M..G.L. c. 131, §40 and 310 CMR 10.00), and not including.actions that are likely to result in changes to storm water drainage." We are seeking confirmation from NHESP of this exemption. Should you have questions pertaining to this request,please do not hesitate to contact me at 508-833-6600 or by email at acsmith(a,horsleywitten.com. Sincerely, HORSLEY WITTEN GROUP, INC. ' Amanda Crouch Smith Environmental Scientist Enclosures H:\Projects\201.0\1.0090 GPI-Phinney's Lan eTermitting\NOI\1.3031.?_MESA_Lxemption_Request_I0090.doex ' 1 1 1 1 PROJECT NARRATIVE ' I ' NOTICE OF INTENT NARRATIVE Phinney's Lane Roadway Improvements Centerville, MA 1.0 SITE DESCRIPTION ' The site is located along Phinney's Lane, Main Street, and Mother's Park Road in Centerville, a village of Barnstable, Massachusetts (Figures 1 and 2). Mother's Park is located at the junction ' of Phinney's Lane, Main Street, and Mother's Park Road. The area is comprised primarily of residential neighborhoods in all directions. The site locus extends from the intersection of Old Stage Road and Main Street to Mother's Park north to the intersection of Phinney's Lane and ' Falmouth Road(Route 28). The existing two-lane paved roadway (i.e., Phinney's Lane) has a varying width of twenty to twenty-four.feet.wide. A discontinuous sidewalk of varying width occurs on both sides of the roadways. ' Vegetation along the roadway is enerall .com rised of lawn and landscaped areas associated g g Y g Y p p with residences and Mother's Park. Mother's Park is a small triangular park used for passive recreation by local residents. Phinney's Lane/Main Street is also designated as a Scenic Road in the Town of Barnstable. A large area of forested swamp is located to the south of Main Street and Mother's Park and traverses the undeveloped areas behind the homes along the south side of ' Main Street. 1.1 Floodzone ' Accordingto the FEMA Flood Insurance Rate Map, Community Panel 2500010005C (Figure 3 P tY ( � ), the site is designated as falling within Zone X, areas of 0.2% chance annual flood, areas of 1% annual chance flood with average depths of less than one foot or with drainage areas less than one square mile, and areas protected by levees from 1% annual chance flood. ' 1.2 Rare Species Habitat According to the Massachusetts Natural Heritage Atlas (Massachusetts.Natural Heritage & ' Endangered Species Program(13th Edition, October 1, 2008), a portion of the roadway is located within Estimated Habitat of Rare Wildlife and Certified Vernal Pools or Priority Habitat of Rare Species (PH 1154; see Figure 4). 2.0 WETLAND RESOURCE AREAS ' Resource areas were identified and delineated by Horsley Witten Group, Inc. (HW) wetlands biologists during site visits on October 14, 2010. A brief description of the resource areas observed at the site is provided below. Notice of Intent Narrative Horsley Witten Group,Inc. Phinney's Lane,Centerville,MA Page 1 of 7 March 2013 2.1 Bordering Vegetated Wetland/Vegetated Wetland Bordering Vegetated Wetland(BVW) is defined at 310 CMR 10.55(2)(a) as "freshwater , wetlands that border on creeks, rivers, streams,ponds and lakes. The types of freshwater wetlands are wet meadows, marshes, swamps and bogs. Bordering Vegetated.Wetlands are areas where the soils are saturated and/or inundated such that they support a predominance of wetland indicator plants. The boundary of Bordering Vegetated Wetland is defined at 310 CMR 10.55 (2)(c) as the line within which 50% or more of the vegetational community consists of ' wetland indicator plants and saturated or inundated conditions exist." The Town of Barnstable Wetlands Protection Bylaw (Chapter 237) defines vegetated wetlands as ' "Any area of at least 500 square feet where surface or ground water, or ice, at or near the surface of the ground support a plant community dominated(at least 50%) by wetland species." In addition, the Town of Barnstable also protects the( 0-foot buffer to BVW pursuant to the ' Town of Barnstable Chapter 704 (Regulation Governing Activity in the 100 Ft. Buffer Zone), which requires that an undisturbed buffer of 50 feet in width must be provided for adjacent ' resource areas. The wetland that occurs south'of Mother's Park on Main Street is best characterized as a forested ' red maple (Acer rubrum) swamp, with an interior Atlantic white cedar(Chamaecyparis thyoides) swamp. Portions of this wetland also appear to be abandoned cranberry bogs, as is evident by the series of perpendicular channels transecting the wetland. Dominant species within the ' wetland were observed to include red maple, sweet pepperbush (Clethra alnifolia), arrowwood (Viburnum dentatum), American holly (Ilex opaca), common greenbrier(Smilax rotundifolia), highbush blueberry (Vaccinium corymbosum), clumps of pussy willow (Salix discolor), patches ' of poison ivy (Toxicodendron radicans), cinnamon fern (Osmunda cinnamomea), sensitive fern (Onoclea sensibilis), and scattered tupelo (Nyssa sylvatica). The wetland is generally confined by a steep break in slope along the shoulder of the roadway and/or edge of lawn behind several ' of the residences. Several invasive species were documented within or adjacent to the BVW, including Oriental bittersweet(Celastrus orbiculatus), Japanese barberry (Berberis thunbergii), honeysuckle (Lonicera spp.), multiflora rose (Rosa multiflora), and patches of Japanese , knotweed(Polygonum cuspidatum). Large patches of sphagnum�(Sphagnum spp.) were observed near to and within the Atlantic White Cedar Swamp. The interior of the wetland exhibited pit and mound microtopography. Small pockets of standing water and channels with ' flowing water were also observed at the time of the site visit in western portions of the wetland. A drainage culvert connects Mother's"Park beneath Main Street to the forested swamp to the ' south. The boundary of this wetland is demarcated with pink surveyor's flagging sequentially numbered 1 through 23. 3.0 HABITAT AREAS As mentioned above, a small area of the project site near the intersection of Main Street and , Phinne 's Lane is located within Estimated Habitat o Rare Wildlife and Certified Vernal Pools Y .f Notice of Intent Narrative Horsley Witten Group,Inc. , Centerville,MA March 2013 Page 2 of 7 1 or Priority Habitat of Rare Species (PH 1154) for both the Eastern Box Turtle(Terrapene carolina) and Plymouth gentian(Sabatia kennedyana), as confirmed by a MESA Information Request(October 22, 2010;NHESP Tracking No. 10-28696). General life history and habitat ' characteristics for both species may be found below. While the proposed project occurs within both Estimated and Priority habitats of State-listed species,this project is exempt from MESA Review in accordance with 321 CMR 10.14(12), as the proposed project involves "the maintenance, repair or replacement, but not widening, of existing paved roads, shoulder repair that does not exceed four feet from an existing travel lane,paved and unpaved driveways and ' paved and unpaved parking areas,provided such unpaved driveways and unpaved parking areas are for year-round use and are not thereafter paved, but not including bike paths, or parking areas on barrier beaches, coastal beaches, coastal dunes, or salt marshes, as defined by the ' Massachusetts Wetlands Protection Act (M.G.L. c. 131, §40 and 310 CA17? 10.00), and not including actions that are likely to result in changes to storm water drainage." A copy of the NHESP correspondence is attached. 3.1 Eastern Box Turtle The Eastern Box Turtle is a Massachusetts Species of Special Concern. This small terrestrial turtle uses a relatively wide range of habitat types, including woodlands, field edges, and thickets (DeGraaf and Rudis, 1983), and has also been found in various wetland habitat types including ' wet meadows and lowland swamps (Klemens, 1993). NHESP identifies multiple natural communities with which-this species is associated, including White Pine-Oak Forest and Forested Swamps, (Swain and Kearsley, 2001), although other similar vegetation community ' habitats may also be suitable. The variation among vegetation communities at this site within undeveloped areas may provide ' suitable habitat for this generalist species, allowing areas for feeding or foraging, hibernating, or possibly nesting activities. However, all proposed activities will be confined to the roadway right-of-way along Phinney's Lane/Main Street. 3.2 Plymouth Gentian ' Plymouth Gentian (Sabatia kennedyana) is a globally rare, showy perennial herb of the gentian family (Gentianaceae), with yellow and pink flowers and opposite lance-shaped leaves. It typically inhabits sandy and peaty shorelines of coastal plain ponds with fluctuating water levels. ' It is likely that areas surrounding Long Pond to the east(i.e., outside of the project area)would provide suitable habitat for this species. ' 4.0 PROPOSED PROJECT The proposed roadway redevelopment project is intended to increase the public safety of ' Phinney's Lane and Main Street while simultaneously limiting increases in impervious area and providing a higher level of stormwater treatment. A portion of the roadway is bordered by an area of BVW and portions of the work will occur within the buffer zone to the BVW. The proposed project consists of the following activities: reconstruction of 100,000 square feet(SF) of roadways; construction of 20,000 SF of sidewalk; installation of a new drainage system ' '_Notice of Intent Narrative Horsley Witten Group,Inc. Centerville,MA March 2013 Page 3 of 7 including a water quality treatment chambers (deep sumps and recharge where possible); and ' public safety improvements. Water, gas, electric, cable, and telephone service currently exist on- site and will be relocated as necessary to accommodate the proposed roadway redevelopment. A ' number of large, degraded trees will be removed to accommodate these roadway improvements. A se arate filin will be required through the Barnstable Planning Board. p g Construction activities will involve site preparation and earthwork necessary for construction of the proposed roadway redevelopment. These activities primarily include: grinding and removal of existing asphalt pavement; clearing and stripping of vegetation(e.g., generally between ' existing roadway and sidewalks); excavation,hauling and stockpiling of excavated top- and sub- soils; rough and finish grading of all disturbed areas; surface treatments; and possible temporary dewatering activities. Erosion and sediment control measures will be installed prior to commencement of any soil disturbing activities in the vicinity of the resource area and will remain in place until final site ' stabilization is complete. Temporary seeding or other soil stabilization measure will be conducted where construction activities have ceased at the site. Topsoil stockpiles will be temporarily seeded to prevent erosion and will be surrounded with silt fence. When the site's ' final grade has been established,permanent vegetation will be surrounded with silt fence. Details of the proposed project are provided on the attached site plans entitled"Roadway Improvement Project, Phinney's Lane, Barnstable, Massachusetts," dated January 11, 2013 and prepared by Greenman-Pedersen, Inc. and Horsley Witten Group, Inc.' 4.1 Construction Sequence ' A summary of the general sequence of construction activities is as follows: 1. Installation of erosion & sediment control devices for protection of the wetland resource area; ' 2. Site clearing&grubbing; 3. Grinding and removal of existing asphalt pavement; 4. Relocation of utilities, if necessary; ' 5. Drainage network installation; 6. Rough grade site; 7. Preliminary roadway and sidewalk grading; ' 8. Installation of pavement binder course; 9. Surface stabilization; 10. Flushing of all storm drain systems to remove sediment; 11. Installation of pavement top course; 12. Final site stabilization; 13. Removal of remaining erosion & sediment control devices and final cleanup; , Plan views only(Sheets 1-12;28-35;and 54). The full plan set including all details,profiles,and cross sections is ' on file with the Barnstable Department of Public Works office.- Notice of Intent Narrative Horsley Witten Group,Inc. ' Centerville,MA March 2013 Page 4 of 7 4.2 Stormwater Management Stormwater from the reconstructed roadway, sidewalks, and existing impervious areas will be treated by water quality units,which are concrete tanks with baffle walls to collect oil/gas, trash, debris, and suspended solids and deep sump catch basins for pollutant removal. For the areas in which groundwater separation can be maintained, precast concrete recharge galleys are proposed ' to provide infiltration to groundwater. These two areas are located along the northern section of Phinney's Lane and the eastern most section of Main Street. ' The increase in impervious surface is directly attributed to pedestrian access and vehicular travel. The existing sidewalks are not continuous and do not meet the required accessibility standards. The proposed conditions would provide continuous sidewalk access and meet applicable width standards. Additional impervious surface will also result from the redeveloped roadway, in order to provide continuous travel lane widths and an asphalt berm to direct stormwater runoff from the roadway to the proposed drainage network for treatment and conveyance. Details of the proposed stormwater activities are provided in the attached Stormwater Drainage Report. ' The project has been designed in accordance with the Massachusetts Stormwater Standards (MASWS)to the maximum extent practicable for a redevelopment project. The proposed design conforms to the Standards by providing stormwater runoff treatment for the impervious roadway ' within the work limits. On-site attenuation is provided to match or reduce peak runoff conditions for storms up to the 100-year event. The proposed stormwater controls will be operated and maintained appropriately during regular operation of the roadway as well as during the ' construction phase. Additional information is available in the attached Stormwater Report and Stormwater Checklist included with this filing. ' 4.3 Activities Within the Buffer Zone The proposed project will result in a slight increase in impervious areas as summarized in Table 1 below. The increase in impervious surfaces within the 10046ot buffer zone will total approximately 2,782 SF and increases of impervious surfaces within the 50-foot buffer will total 1,388 SF. This increase in impervious surface is a direct result of the proposed pedestrian ' sidewalks. Table 1. Su mary qf buffer zone impacts. ' E%istu Condtionsr, Pia osedandtio s w...�,, Buffer Area Pervious Im ervious Pervious Impervious Z' �. SF Acres SF Acres SF Acres SF Acres ' 100' Buffer 31,645 0.73 23,937 0.55 28,863 0.66 26,719 0.61 50' Buffer 7,544 0.17 8,350 0.19 6,156 0.14 9,738 0.22 ' TOTAL: 39,189 0.90 32,287 1 0.74 35,019 1 0.80 36,457 0.83 ' Notice of Intent Narrative Horsley Witten Group,Inc. Centerville,MA March 2013 Page 5 of 7 r 5.0 RESOURCE AREA PROTECTION & PERFORMANCE STANDARDS While a portion of the proposed redevelopment and roadway safety improvements will occur ' within the 100-foot buffer and locally-regulated 50-foot Undisturbed Buffer to BVW, the project is undertaken by the Town of Barnstable (e.g., a government entity) and will provide an overri_din ublic;,safe_ benefit along with water uali im ents in accordance with , ap er - s the proposed project meets the applicability standards set forth in Chapter 704, mitigation or a waiver will not be required for work within the 50-foot buffer. In ' addition, the existing buffer zones are currently disturbed and contain existing hardscape, including public roadways, sidewalks, and residential development. Stormwater management i provements are included as a part of this project and are anticipated to reduce the amount of untreated and unattenuated runoff and will result in surface water and groundwater quality ' improvements to this area and adjacent receiving waterbodies. Notice of Intent Narrative Horsley Witten Group,Inc. ' Centerville,MA March 2013 Page 6 of 7 1 REFERENCES DeGraaf,R.M. and Rudis, D. D. 1983. Amphibians and Reptiles of New England, The University of Massachusetts Press, Amherst, MA. Klemens, M.W., Amphibians and Reptiles of Connecticut and Adjacent Regions. State Geological and Natural History Survey of Connecticut, Bulletin 12, Connecticut DEP, 1993. Massachusetts Division of Fisheries &Wildlife, the Massachusetts Natural Heritage and Endangered Species Program, Rare Species Fact Sheets available at bttp://www.mass.gov/dfwele/df\v/nhesl)/nbfact.htm. ' Swain, P.C. and J.B. Kearsley. 2004. Classification of the Natural Communities of Massachusetts. Massachusetts Division of Fisheries and Wildlife,Natural Heritage and Endangered Species Program, Westborough, Massachusetts, Draft, 2001. Version 1.3. MassDEP. 2007.Final Centerville River-East Bay System Total Maximum Daily Loads for Total Nitrogen. CN 248.0. Massachusetts Department of Environmental Protection, Division of Watershed Management,Worcester, MA. Massachusetts Department of Environmental Protection. January 2012. Massachusetts Year ' 2012 Integrated List of Waters, Proposed Listing of the Condition of Massachusetts' Waters Pursuant to Sections 305(b), 314 and 303(d) of the Clean Water Act. Prepared by Massachusetts Division of Watershed Management,Watershed Planning Program, ' Worcester, Massachusetts (CN.• 400.0). 1 1 ' Notice of Intent Narrative Horsley Witten Group,Inc. Centerville,MA March 2013 Page 7 of 7 FIGURES & SITE PHOTOS !�:♦ *®r t�81' rb � � / t b.: A ••F" o r1 "� • �; st...---� f, s b y,"�+'S' a'�...a•C■` � .�� b �.., �~� `A• ��.��J l��+v t� ,�•yF .� ii z.,1�c•� _ i.: 1 _'1 .- 'k s � c 1 �• ,�� Cape CodBe ■ �{ '` ( r * IQ f L.,r * �� y _ ,..• " r Sandwich ,b:.. �""'�,�;, ' .p ;_ ` r- ° 'i4Y� ■` b -a /•+f1,/'� '�. a .a,� !.. bi�1■� Ay' ',` r--� Barnstable 4 1G � _., ,■ to r��1 ■� "R +"- �/, 1• - ,•�1 /.. Yarmouth '�!6 `A d 4 �F ��r i +,. ♦81 +rrb + r. fG� i ` , * Pee S Mash te LocusO IL � �',■ ,�� !r� � � # ,+ ��,�!! *�' t�111i .r��'• �'� 'i:� y�, ■ - ry• . �l .� .. ■�`�,, �� .� 'f y ��,�, .! ! _+, ,� Nantucket Sound •. ` 'i - ■ :. �ml�Ml�l,bcb � 1. ,'� ".,.41'�, � ♦.�' .'* * ,■ �a. 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"" � 'b•`� a '�.r.°IL,.+'�°fl„ � �� _ �.•r�?a_�� W 41 Path:RlProjects12010110090 GPI-Phinney's Lane 1GISIMapslMain_Streeffigure_1_USGS_Locus.mxd Legend o *HyannisTop gra phicQuaarangle Horr cselrre y 17V toersn Grou p Sustainable a EnvlronmhentalSoluutio�n s' w• .eeao.sa,:eae•a�a�- •owwro�wam• Approximate Site Locus _ N USGS Locus Main Street Centerville, MA Feet 1,000 Date:5/31/2012 Figure 1 : : Cape Cod Bay .. •! 5 dw ch: ' stable .. �; Y 28 _ �,r '� ..�.^� sS � 'a„� .° ' J, ".j' •"� 68rr1 Yarmouth _ .. -... s +.. T - ^. ,. tif.,�• �� - � - 1 Appronmate _ ,� ;:. ..• �._ _,} y !A .• t rr°`. $. S1te Locuso i'pM' {<*..,� - '�:,r.bF`~, _.- a.. "�1"• `r .a:. ! +i i ,i-ti 'f Mashpee. .. ... ^ , a. , • P '''�•i_- d ► Nantucket Sound q r i , �`r`.r ice- Ac'F.�' �, Y+�.*y�� » •, '� '� �'`j • .- .. ,. �S u a «,' s { „ y - K 1p .. '4� w.+ 6iT " � aL f •�' t� 0 it Et�` .;�` .. ♦ ti 3 + x'•.' i,.. t ' r ., .. 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V.� ,,/ Path:H:IProjects12010110090 GPI-Phinney's Lane1GISIMapsIMain_StreetlFigure3_FEMA.mxd Legend FE Flood GI y 1-hlorsley 'NN Rtm Group tall MA Q3 F Mass S Jul 1997 Sus a Environmental Solutions . .... Approximate Site Locus >a,:x33�> s�woa` suw•••••a,irm•Flood Zone MA Flood Zones 00 X-An area that is.determined to be outside the 10.0-:and 500-year floodplains: Main Street 0 X500 -An area inundated by 500-year flooding; an area inundated by 100-year flooding Centerville, MA with average depths of less than 1 foot or with drainage areas less than 1 square mile; Feet or an area protected by levees from 100-year flooding. 600 Date:5/31/2012 Figure 3 ^,.�ti `(r 5 4 ,a � .. ��•.xt's �T t"y''"'��-,;y�e � 'fir A r�, '7: s.,�,,,. ,,,�;k T�ir'�+. - x _ +� 1, rs - , y� ,� t , .x`S ., r t r ,r a .'*fie! ..�i .... �(.�, J •^'Ey .. F .v , A ,* e P t M , Fa. v i s f s r , •gam a.» S «; _ �W r °�. :r � [ 3�q { ,� r .r, fix.< - � + ,J'';- �y,f!, "� ��y,� r' ��;• � „� •� 1 3, 7. R Path:!-l:IProjects1201 GPI. IM Phinney's Lane1GISapslMein_StreehFigure_,l Constraints.mxd ' .0110090 , Legend H �ti'ittei Groinp nabs ut o oi�letiP i Sustai ! Env�rronmanta!Sol ! DEP Wetlands Approximate Site Locus ,,,�,,�� , .F—SO&fi33.MW, 2 MassGIS, January 009p. O Assessor's.Parcels Wetlands N Existing Constraints NHESP Estimated Habitats of Rare.Wildlife MassGIS 20.08 _ Streams Main. Street _. HESP.Priority:Habitats of Rare Species - MassG.IS 2008 . .Open Water. _ Ilse, M N. Feet . . entervi 500 Date:5/31/2012 Figure.4 s�• sr.1; 7 l• t ; �"t s 'off x ,may q! r ♦ D j-fv,��. All .#"a y�� JG3=•�.�Avf �1� kTr.;�� { � +"4..{Y. .,� 4 ,2t 1a Q no oo fil 1 A� �A f .t #Lt �- �.�"� �.♦na 1 1+ .y 1 i� W t♦ ��.i >c��!'�`7Y""�jts �" c'��y`�i�*r r4*+:,�°4 xl • _ .._"„` '`'�'',4-,� 1'. J ofi..g` °*x" •�. ie 3i.AL ,yT'- a �...�" a .s • •.� Ay b 3# k �.v.�Tr • '� S' S�.n�}�finn s� � '� A 1 ; � ��S r yC� 1 ♦ �1 1 ° / 1 1 r<. ju ` x f.;�aa0. -;nRt t•,st� tt �'far�" t t ! '^-e"r"'+ar'4y '$;`+ f`• ' 'T '8 F r"-2�'ax S• 'i r++{O��i�'" }� �'ia'.. �`€'3' `,9 t! ✓� .¢.kY'$�•�S R��i t MR,,: 4 Y r .,�7'aa vJy � ° #.�J�{,. ��`fl yr, ✓"��.54Y.j�x,`r�} `�t��r � i � I, 4 rirt�-+let yL'S��'!T}'.y..4At ti�a.k 'tKa��,•'t+,V f'�,#5.�y�'+��,� �. K '�)`y� 1 , • i 5 W: AA ') % � ,r- r 'e-m. *ir Via.-,.. �• a- 1 u �; �y�. La",` R 1 :;i `-SAE./?!:—..2�i'A�-'r++..-s'�'z � c S7a' �rY�sL' #. +! Ya• w w 4°`'.•'C"'.�a.a,,•� i1 1' • "• " . "1 . 1 1 '1 1 1 � 1 • y,�)^��J�'yt a i[td. Etta t5'r� � ) � ��i..' :. t t � `Y ',c(t,t }`" l�'• 73� ��. ? C 1rd,,E 'w� 1 ✓t';b 7p' r§''+'�;t i 4+ t�� a y,I�� J 4' ' ..' j � Ko��. +>F�'� v�I 1 ti • $,4 '�:,r+'�`��))t rt�. P MR 17 '�i5t tr" �,' �� r �}1��, *�pib �'�;*+,t�'fyti+" ,t'1�t�� ..•�sy'r�t�,��'E��," �y'f # ,':�, iJ . �.�6i_'UJ`�7 r��;� 7�4'� B ��p)F(•t_��'Y$�t �` as C f'n , • 1 1 • 1 � 1 1 � 1 1 • • "1 1 1 '1 1 • 1 1 1 1.1 "1 •" 1 1 � 1 - }yg��,E r('' 'rt�y ��j �'� �,g�'\✓r � g3' 3+�r .+ �r�y �„.- � • "4 �K:�. J!'��- ,7"tY.f��{i ��lC:a:%�,f�.... �'�43�. ti��V!'.7-< <��'+�. �'hf� •` ,'�♦—2• 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 II 1 1 ', ' SITE PLANS EXISTING PROPOSED GENERAL LEGEND ExISTENc PROPOSED PAVEMENT MARKING GENERAL ABBREVIATIONS GENERAL NOTES ' LEGEND ABAN ABANDON ---—--- STATE BOUNDARY LINE ACCMP ASPHALT COATED CORRUGATED METAL PIPE 1. EXISTING CONDITIONS INFORMATION IS BASED 5 SURVEY PROVIDED - HORSLEY WITTEN GROUP, a 90 ROUTE 6A, SANDWICH, MASSACHUSETTS 02563, PHONE: 508-833-6600, FAX: 508-833-3150 -�-- CITY.7DNN OR COUNTY BOUNDARY LINE � STOP LINE- 12- � ADJ ADJUST , STATE HIGHWAY LAYOUT LINE APPROX APPROXIMATE 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY t:a Cw CROSSWALK- 2-12- WHITE LINES BC BOTTOM OF CURB ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. ---—--- CITY, TOWN OR COUNTY LAYOUT LINE BD BOUND THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE ———— ———— EASEMENT LINE Sr.1.L SOLID WHITE LANE LINE- 4-(8-IN SHLO) BIT CONC BITUMINOUS CONCRETE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES sxct BO BY OTHERS WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND TO — ——— PROPERTY LINE --; SWE L SOLID WHITE EDGE LINE- 4-(6'IN SHLO) BM BENCH MARK PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL-DIG-SAFE• 1-888-DIOSAFE(344-7233) IA EDGE OF VEGETATED WETND/WETLANO FLAG SOLID WHITE GORE LINE- 8- BW BOTTOM OF WALL CONC CEMENT CONCRETE AT LEAST 72 HOURS BEFORE COMMENCING CONSTRUCTION. ' $� *BROKEN WHITE LANE LINE- 4- 6 IN SHLO U ■ HIGHWAY/PROPERTY BOUND(TYPE NOTED) ( ) CC CENTER OF CURVE 3. WHERE AN EXISTING UNDERGROUND UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, B ny�a,o,^,•e. PT 8 N000O'00-E BYLL *BROKEN YELLOW LANE LINE- 4- (6-IN SILO) CCB CAPE COD BERM THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED C--;>------ �v CONSTRUCTION/SURVEY BASELINE W L ya Cl CURB INLET WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER +93.18 --•-----------""" WHITE GORE LINE- 12- CIP CAST IRON PIPE FOR RESOLUTION OF THE CONFLICT. (TO W'L.F.) TREE(TYPE&SIZE NOTED) ........ .._"`=l' ... ........ - - - - DOTTED WHITE LINE- 4-(6-IN SHLO) CIT CHANGE IN TYPE .... Lt rr` - - - - **DOTTED YELLOW LINE- 4--(6-IN SHLO) CL.R CLEARANCE 4. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT w-rw•r":'v..rr�!ti nrrx•r1 M!+'�r� EDGE OF WOODS/SHRUBS s1t CLF CHAIN LINK FENCE OF GAS, ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY COMPANIES. En. SOLID YELLOW LINE- 4-(6-IN SHLO) CLDI CEMENT UNED DUCTILE IRON WHEELCHAIR RAMP ` '1 ...._.__._ �- CMP CORRUGATED METAL PIPE 5. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S ,� ---- --- SOLID YELLOW EDGE LINE- 4-(6-IN SHLO) CONST CONSTRUCTION OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE I�i B BENCH .._...___. t.`�•.................. SYGL SOLID YELLOW GORE LINE- 8" CP CENTER POINT CONTRACTOR'S EXPENSE O HB ■MB MAIL BOX y[i YELLOW GORE LINE-12' CPP CORRUGATE) PLASTIC PIPE °� DOUBLE YELLOW LINE 2 4 COND CONDUIT 6. THE TERM-PROPOSED-(PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS, OR, c?m •PM PARKING METER -- - - DIP DUCTILE IRON PIPE WHERE APPLICABLE RE-USING EXISTING MATERIALS IDENTIFIED AS REMOVE&RESET- R&R. _.....-�''.........._........ DOUBLE YELLOW CENTER LINE- 2-4- DR DRIVEWAY SIGN _ ELPV OR EL ELEVATION _ 7. ALL EXISTING SGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED -x---x-�-x- -x—x—x- FENCE(SIZE&TYPE AS NOTED) �. PAVEMENT ARROW&LEGEND EDP EDGE OF PAVEMENT OTHERWISE ---a--• c-- -•*---r>f- HIGHWAY GUARD(TYPE AS NOTED) ETW EDGE OF TRAVELED WAY EXIST EXISTING 8, ALL PROPOSED PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. BALANCED WALL(SIZE&TYPE AS NOTED) =^„- �-'-„> PAVEMENT ARROWS F&C FRAME AND COVER --V'-v--•;'�_ .. - RETAINING WALL(SIZE&TYPE AS NOTED) F&G FRAME AND GRATE *BROKEN LANE LINES TO BE 10'IN LENGTH WITH 30'GAP(TYP.) FDN FOUNDATION S. ALL EXISTING STATE, COUNTY, CITY AND TOWN LOCATION LINES AND PRIVATE PROPERTY LINES --=---?s--------- 78 CONTOURS HAVE BEEN ESTABLISHED FROM AVAILABLE INFORMATCN AND THEIR EXACT LOCATIONS ARE WE0.<. 100.15 DOTTED LINES TO BE 2' IN LENGTH WITH 4'GAP(TYP.) FWD FOUND NOT GUARANTEED. xrzw.as,�r;o c�- x100.00 . 00.00 SPOT ELEVATION, TOP AND BOTTOM CURB FOR LANE DROP/ADD, DOTTED LINES TO BE 3'IN LENGTH WITH 9'GAP(TYP.) GGRAN GRANIITE WITH DEBRIS CURET OR BERM(TYPE AS N01ID) HMA HOT MIX ASPHALT 10.ALL TRANSVERSE AND ALL LONGITUDINAL JOINTS BETWEEN NEW SURFACE PAVEMENT AND �0�--- EDGE OF PAVEMENT(NO CURB OR BERM) HOR HORIZONTAL EXISTING SURFACE PAVEMENT TO REMAIN SHALL BE COATED WITH A HOT POURED RUBBERIZED BACK OF SIDEWALK HP HIGH POINT ASPHALT SEALANT MEETING THE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF ' HYD HYDRANT TRANSPORTATION'S STANDARD MATERIAL SPECIFICATION M3.0&0. TOP OR BOTTOM OF SLOPE(GUT OR FILL). INV INVERT SAWCUT LINE LB LOAM BORROW LO LAYOUT 11.ALL DISTURBED AREAS NOT DESIGNATED TO BE PAVED SHALL HAVE LOAM BORROW APPROX. COLD PLANING/TRANSITION AREA MAX MAXIMUM PLACED AND SEEDED. THE LOAM BORROW SHALL HAVE A MINIMUM DEPTH OF 4 MIN MINIMUM INCHES AND SHALL BE PLACED FLUSH V47H THE TOP OF THE ADJACENT CURB, EDGING, MHB MASSACHUSETTS HIGHWAY BOUND BERM OR PAVEMENT SURFACE , ® GRANITE RUBBLE BLOCK PAVEMENT MLB MODIFIED LOAM BORROW MON MONUMENT 12.THE LIMIT OF WORK AREA SHALL BE THE STREET RIGHT OF WAY UNLESS SHOWN OTHERWISE ® SCORED CONCRETE PAVEMENT NIC NOT IN CONTRACT- NGVD NATIONAL GEODETIC VERTICAL DATUM 13.PRIOR TO THE START OF ANY NEW UTILITY WORK, ALL ELEVATIONS OF EXISTING UTILITIES IN N/F NOW OR FORMERLY THOSE AREASARE TO BE VERIFIED. THE ENGINEER IS TO BE NOTIFIED IMMEDIATELY SHOULD B-1 BORINGS, PAVEMENT CORES(SEE SPEC.PROV.) OHW OVERHEAD WIRE ANY DISCREPANCIES OCCUR. -..--.--.--: -- DRAIN LINE r PC POINT OF CURVATURE —i- DRAIN INE PCC POINT OF COMPOUND CURVATURE 14.ALL CASTINGS SHALL BE SET FLUSH WITH FINISHED GRADE 1 ...._-.........:�I;...._.......... ___ (PERFORATED) PGL PROFILE GRADE LINE —� DIRECTION OF FLOW PI POINT OF INTERSECTION 15.ALL GATE BOXES, SERVICE BOXES AND PUBLICLY OWNED MANHOLE FRAMES AND COVERS SHALL _vZPAVED WATERWAY POC POINT ON CURVE BE ADJUSTED TO GRADE BY THE CONTRACTOR. PRC POINT OF REVERSE CURVATURE O :+ DMH DRAIN MANHOLE PROP PROPOSED 16.SHOP DRAWINGS OF ALL CASTINGS, PRECAST CONCRETE STRUCTURES, PIPE AND MANUFACTURED _7 v-r, CB,q,DI CATCH BASIN, DROP OR GUTTER INLET PT POINT OF TANGENCY COMPONENTS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO ORDERING. PTH P N TO HERE dCI ' CBCI, CATCH BASIN (OR CUTTER INLET) CURB INLET ,. PVC POIOI OF VERTICAL OF VERTICAL CURVATURE 17.ALL NEW SIDEWALKS AND DRIVEWAY GRADES SHALL MATCH EXISTING GRADES AT BACK OF PVCC- POINT OF VERTICAL COMPOUND CURVATURE SIDEWALK LINE UNLESS SHOWN OTHERWISE ON THE PLANS AND CROSS-SECTIONS. `J'LEi LEACHING BASIN PVCP POLYVINYLCHLORIDE PIPE . CIT CHANGEIN TYPE PM POINT OF VERTICAL.INTERSECTION 18.THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT ALL EXISTING TREES AND 72•YGL OR 12'WGL PVMT PAVEMENT ROOTS THAT ARE NOT DESIGNATED FOR REMOVAL ;j rr" , FLARED END <= PVRC POINT OF VERTICAL REVERSE CURVATURE PVr POINT OF VERTICAL TANGENCY 19.HORIZONTAL CONTROL IS BASED ON VALUES PROVIDED BY MEANS OF GLOBAL POSITIONING SYSTEM HEADWALL _ PWW PAVED WATERWAY METHODS, AND IS BASED ON THE NORTH AMERICAN DATUM OF 1983(NAD-1983), MASSACHUSETTS ' R RADIUS STATE PLANE COORDINATE SYSTEM MAINLAND ZONE VERTICAL CONTROL IS BASED ON THE NORTH -......--... --.------ S SEWER LINE R&D REMOVE AND DISPOSE - AMERICAN VERTICAL DATUM OF 1988(NAVD-1988). )wtt: 0 SMH SEWER MANHOLE R&R REMOVE AND RESET _......-._.�,....._..__..... CS COMBINED SEWER LINE 1 R&S REMOVE AND STACK RDA REMOVE 0:w7 CSMH COMBINED SEWER MANHOLE REMOD REMODEL =rx NFMGV FORCE MAIN GATE VALVE RCP REINFORCED CONCRETE PIPE , W WATER MAIN R RETAIN ROO W RIGHT OF WAY _ 0 WMH WATER MANHOLE 15.-0_ I=> FIR RAILROAD 1,_O- SB STONE BOUNDN 1 ♦ HYDRANT GORE AREA DETAIL TYP. SB/OH STONE BOUND/DRILL HOLE <=. •FA,FSP FIRE ALARM BOX FIRE STAND PIPE - NOT TO SCALE SHLD SHOULDER <i ,.ram REDUCER _ SHLO - STATE HIGHWAY LAYOUT SSD, STOPPING SIGHT DISTANCE ;wo,Ls� • CURB STOP, WATER SHUT OFF,WATER GATE Y STA STATION G GAS MAIN STL STEEL IBM TEMPORARY BENCH MARK c;;k„,r; • GAS SHUT OFF,GAS GATE SL TC TOP OF CURET ....._..._..._a __.____.... E ELECTRICAL LINE OR DUCT TOS TOP OF SLOPE - ELECTRICAL CONDUIT CW IS TRAFFIC SIGNAL 4'(MIN) TSV&B TAPPING SLEEVE, VALVE AND BOX ' Q'ci?H 0 EMH ELECTRICAL MANHOLE 1 r— TYP TYPICAL :1 :n< O ELECTRICAL HANDHOLE TW TOP OF WALL i7 PE ■PB PULL BOX(12'x 12-) in UC UNDER CONSTRUCTION =i!P,S� �JB,SB ELECTRICAL JUNCTION OR SWITCH BOX USGS U.S. GEOLOGICAL SURVEY UP UTILITY POLE G_'L"4im ELECTRICAL LOAD CENTER CABINET W/FDN 0 3 LIGHT POLE V VITRIFIED CLAY PIPE I VERERT � VERTICAL w ? �• UTILITY POLE Ui WCR WHEELCHAIR RAMP W WA Y� GUY RE&ANCHOR ------ T TELEPHONE LINE OR DUCT 8' C i rmi; 0 TMH TELEPHONE MANHOLE TYP ---,.,---- ST STEAM LINE CW' 0 0 STMH STEAM MANHOLE/TUNNEL HATCH E F- PLUG OR CAP . ' 0' + DELINEATOR ----cad -.-.---- —OHw OVERHEAD WARES TYPICAL CROSSWALK MARKINGS —CATV CABLE TV ------ - -_ ..:......._:.M1:. ..__........ NOT TO SCALE GENERAL LEGEND, PROJECT: ROADWAY IMPROVEMENTS TO PHINNEY'S LANE NO. REVISION DAIS �/ JOB w JOB ABBREVIATIONS & GENERAL NOTES BARNSTABLE, MASSACHUSETTS GPlumeman-Pedersen)Inc. °'SCME. N'T53 PHINNEYIS LANE PREPARED FOR: TOWN OF BARNSTABLE Enginee�,Arch facts.Planners,Construction Engineers&Inspectors AB xd MAX-2010013 367 MAIN STREET 181 BALLARDVALE STREET,SUITE 202,WILMINGTON.MA 01887 F➢E BEEF: MAX-2010M3 TOWN Y 1 T OF BARNSTABLE HYANNIS, MASSACHUSTTS Tel:(978)570-2999 Fe (978)658-3044 NUN°I6 116: ' Other Offices In:FL,MD,MI,NH,NJ,NY,OH,PA,VA,VT,WA http://w .gpineLcom ol-10 ROADWAY. IMPROVEMENT PROJECT 1 1 PHINNEY'S 'LANE IN THE TOWN OF 1 BARNSTABLE 1 BARNSTABLE COUNTY 1 r t WEQUAQUET LAKE � y� INDEX r 6 F END PROJECT THE 1988 MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR - ' SHEET NO. DESCRIPTION a ❑� r s STA. 54{75.00 HIGHWAYS AND BRIDGES (E GUSH EDITION); THE SUPPLEMENTAL SPECIFICATIONS o t N=2702226.$455 f (ENGLISH EDITION), DATED DUNE 15, 2012; THE 2012 CONSTRUCTION STANDARD 1 TITLE & INDEX O v Q ` E 972910.2153 =,. DETAILS; 1996 CONSTRUCTIQN AND TRAFFIC STANDARD DETAILS (TRAFFIC 2 GENERAL LEGEND, ABBREVIATIONS & GENERAL NOTES a 3 KEY PLAN AND BORING LOCATIONS D ~ I STANDARD DETAILS ONLY); THE 2009 `MANUAL ON UNIFORM TRAFFIC CONTROL o (' r ' (C s 4 BORING LOGS DEVICES FOR STREETS AND HIGHWAYS" WITH LATEST REVISIONS; THE 1990 ( 1aE� �N✓ o STANDARD DRAWINGS FOR SIGNS AND SUPPORTS; THE 1968 STANDARD DRAWINGS 5 TYPICAL SECTIONS o cR MARSH A �^ ✓ oP FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING; AND THE AMERICAN STANDARD FOR 1 6-12 CONSTRUCTION PLANS NURSERY STOCK (ANSI Z-60.1-2004); AND ALL AMENDMENTS WILL GOVERN. 13-18 CONSTRUCTION PROFILES — PHINNEYS LANE 19 CONSTRUCTION PROFILE — MAIN STREET 20 CONSTRUCTION PROFILE — MOTHER'S PARK ROAD 21-27 CURB TIE, GRADING & SURVEY CONTROL PLANS 28-35 DRAINAGE PLAN & PROFILES W 36-42 UTILITY PLANS c FALNOUTH ROAD DO 43-49 PAVEMENT MARKING & SIGNING PLANSon 50 SIGN SUMMARY ll/J) _ 51-53 TRAFFIC MANAGEMENT PLANS 0 / (q ?2� �: LONG POD� Yj 54-55 CONSTRUCTION DETAILS 28 R01 V ay 56-94 CROSS SECTIONS — PHINNEYS LANE wee �� 95-98 CROSS SECTIONS — MAIN STREET 4J� _ ✓ a O IrJ� 99-100 CROSS SECTIONS — MOTHER'S PARK ROAD U O Q PINE SfREe' I �o e� ,yC� °�q ��p R 0r. �u In a J Q. D -� 4;= BEGIN PROJECT a000 STA. 21+93.00 1 N=2699691.7319 � E=970898.3348 �`'-"^ •? '' PLAN SHEET RESPONSIBILITY 1 LOCATION MAP �t�OF wr, HORIZONTAL SCALE 1-27 jO Y GPI Greenman-Pe&rsen,Inc. (IN FEET) 36-100 N.�aa W m�.a"wme°.^�^•ca. Eg..*"^.o.m^ 1 .. q, ,e,anuwarn.ws s,ss�T.suite m.wuawn+oTo...w.o,ae, - 1000 0 1000 2000 3000 4000 2��ptp T.c tasel eTozooa ca arei eeeao.+ LENGTH OF PROJECT — 3157 FT _ (0.60 MILES) 1 SCALES — AS NOTED P 28-35 Horsley Witten Group,Inc, ao wows x u.+e,.s...wrr,Nw ozsss Tat:(SD8)!]SB800 'tE06)619-9,60 MtpJ/wwrr.l.onbywlXen.mn 100% SUBMISSION DmGN/DRAN Br: N0. REVISION DATE JDB PROJECT: ' ROADWAY IMPROVEMENTS TO PHINNEY'S LANE CKCK n JWD TITLE & INDEX BARNSTABLE, MASSACHUSETTS GPI Greenman-Pedersen,Inc. � 01/11/13 AS SHOWN 1 PHINNEYIS LANE PREPARED FOR: Engineers,Architects,Planners,Construction Engine m S Inspectors Jm N0- MAX-2010013 TOWN OF BARNSTABLE 181 6ALLARDVALE STREET,SUITE 202,WILMINGTON,MA 01887. RU NAME 10013 CS NNI MAIN STREET Tel:(978)570-2999 Fax:(978)658-30" DRAMING NO, TOWNOF BARNSTABLE HYANNIS, MASSACHUSTTS 11 Other Otflc s In:FL,MD,MI,NH,NJ,NY,OH,PA,VA,VT,WA httpJ/w .spinets m 1 _ 1 i 1 "r r 1 $ff, kk F wr ,i - , t , .~- +- .~ram, T � --�.; a• ;,,\\ , ; �\ ;p 0.;, ., I�a,Y �9 �j% ,;ma..my_�+.o,ma �'�-------'--- ' I �.. • „ r ..,.; / \ ' -5 fi — I i O j ._ tf I i \� / i t y� . J' SHEET REFERENCE: O1 I O O 7O © 0 ® arowmg r1me.- Drawing Number.- CONSTRUCTION PLAN 6 7 B 9 10 11 12 -- � CURB TIE, GRADING i -- 21 22 23 24 25 26 27 — & SURVEY CONTROL PLAN —31 32 TIO DRAINAGE PLAN �-�-�--�! 28 29 30 33 34 35 s BORING AND PAVEMENT CORE LOCAN do NUMBER ( j UTILITY PLAN 36 37 38 39 40 41 42 -- (B—& C—/) t+ I PAVEMENT MARKING do 43 44 45 46 47 48 49 __ FOR BORING LOGS SEE SHEET NO. 4 SIGNING PLAN ! ._.. .... ,%`•�—"_ N0. REVISION DATE DM(X/MA JOB PROJECT: ^', •, oaCL Br. JWD ROADWAY IMPROVEMENTS TO PHINNEY'S LANE DATE 01/11/13 GRAPHIC SCALE KEY PLAN & BORING LOCATIONS - BARNSTABLE, MASSACHUSETTS - GPI Greenman=Pedersen,Inc. lee ' SALE 1' = 100' 0 SO t00 150 YDO ]00 FEET 1 PREPARED FOR: Engineers,Architects.Planners,Construction Engineers&Inspectors t JOB N0. MAX-2010013 PHINNEYS LANE TOWN OF BARNSTABLE 181 BALLARDVALE STREET,SUITE 202,WIL.MINGTON.MA 01887 FILE NAB 10013 KEY TOWN OF BARNSTABLE _ = 367 MAIN STREET HYANNIS; MASSACHUSTTS Tel:(978)570-2999 Fax:(978)658-3044 DRANDIG Na .;L Other Offices In:FL,MD,MI,NH,NJ,NY,OH,PA,VA,VT,WA'httpJAvww.gpineLcom 3 of 10 , - Am IN .............. �.I. PR(11ER:Taw"N8ar4bple PHm^Y%!rm ,� ! FROlELT Toam a!'ab:aSte-PRmpfa tare. we Apdm YJts WFAIM(R ?+,W:S'+M4ep �� d111= Apa.2a.2Tt YrfATNR P TSWa:.}4?p ' ATC Apaomea4lae CI,tENT: G,aemmei ie0rssela: ATC'INJPtiTOR Nm FIum ANi4,^ab� TC.bse]hv,Na NEM: 6:ve;mmP�b:r: EPFSTON.'.{en 4a:,e d-NC[CUmb eaaam .t•sta<e.Ntaa'i. ATGpR61EeTN6si6ER: S'3]55.pP2J wop.EPA--M 3eusa ra,+u e»a Ale%taJECTNUMef:R: 2i!SuS1L023 .LOG.WEPANED Y:Ka Sala TOJr.Hda,1 TmtNole 2 Tut Hale3O.pw.6y T4zt Valet .THY Hola 5': Taata t.a I'o -. D .. -_ .... o G p. t 6 o - _o' wiAm/ap3 lira tQv:'AaXu0. ' 6' HRLtr ASnai 1w A4 ss� o - 6 511y9arwN GnM .12 -12 �:11:' -W.li'-+C 12 11 t' 1_..t2 JtN•-.t3 12. 3xtlY.6- SIF/Sap"M:Wa s �Q'SmE uxx..(im-L i 13 t8 - t6 3pM arx+v su_ 13 t8 1B 16 ' Dt 2d- 24-. 2e; �.24 .b4at R•' _.2a ..24. :.24 -. r i' 3p- 30 60 _ 36 1 3o ' _ 20 3D - 'A ; - 36' 36 79- '36- .36.. __... 36 33 -� Rmaa� t»mmsc Aey:_ tore past 2af4 NA l _.,..-,.:.. .Phitiney's Lane y ! Phin ey's Lane - Phinney's Lane I a4a�!L+t4.i?.rsc_�lq�} So,t a w:et bl� J.OII IeNs; DcScrintin:i - E 2. WatheS S rte An lysis(a(a EmS9in fjp se 3 F•xtrdttw t lest�Yrs!!1's(9fi vas'ine by det_iity I yy Grave! Test H.J.hi i� Slevc.Slr_�tn L �- 2n =6 Sieve S!r :..ml Is 2e 3a. 4a c 3a 4" (5001 - �a. ... T.^sl H.J. J" (25.01 qt ;00 )r0 i00 i(t0 M i Ic Sandy Gravel - .1. !lr (N7 A ST L00 RR 97 !00 .- _ 29 B 95 91 RS 9 9$ B 97 - ._0 XG nq 21i y 3ar4 with Gravel Test Hote 3/4 '[19 O) 6 91 -'-' - - ' t R6_ 3g�tiq 1 R5 �89 -RR 93 9 82 t _ g. 21" I. IiL f C^5) 49 E9-'0 R. - _ SJn Sand with-Gravel Test Poie 03 r!. 1JR (�9 5) 4 R9 62 77 78' 54 (4 751 .60-- :.. - .10 ( 00`..., 46 47 a5. S 46 14-.- 36 61/4"-iti - - k4 T4 5) 76 8` a7 Tl r 3 :. -- - 3u Sandy Gravci TeJI Hole 93 10 (290) _ 2R RO �2 b5 --tz5 _ _ _ . 1(i-20" 2�850) 2^ -7G. 14 03 51 _0 (300) 113_1Z. If In $ __�15 .. -' ' -Sited with Gravel T'r..Hole A4 1 .:!425) 14 - 53- 3° 1F 34 i ' (.180) 7 b 6.. .. 5 ,.7 8 Ab 'Silty 5. 6 3/4"-22" - Sr4p U00 11 44 27 .'31 26 - _ t 3c1 .3,}�. , 86 Crzavel Test H^lo-i:5" g0 f1801 8 23 20 �2 -t5 _ _ rq (075) L ..3'(i 3.8 2 Asnhult Content?Kb A 64 61 6.3 64 6y 6.1. 51._ cC 200' Sandy Cinvel Tes:Hole 1W .. 3 1!4'18" c'eve Size dp St 6b 2" (500) 00 .._.. - I B'7loi n{x I+suhal{ i (25 O) 98 ...79 Description. Sow �' 3!4._(.19 O) _. 9 70 fa 6-6"Dianut.-r x 6"fToi Mix Asphal:Core Tr.Ftoet 2 f I2� ... 9_ .62 90. _ ! .. 31 9 5 93 5 88 - - 6"Diameter x 8"Hot Mix Asphalt Core Tes.Ho:e 42 '� i.4 � �(4 75) 90 .44 83 1q [2.00` g5. 33 73 ' I. 3a, 6Z;Utnme:e5 x 6.1/4"Hot Mix SsphaP.Care Pest Ho!e ri3 vp (8531 TO 23 54...--- - �' :qo 6"Dietncta x 6 3/4"Hot KM Asphalt Crre Test I[o!o,4'4 40 (425) ` b'Diameter x 2"Hut M.bt Asphalt Cure Test Hose i!$ 50 iJOQL 1 1 23 i`. 5 Di sneirx37.4"Hat':vLx AsphaR Case "1'csl lloles'6 200 75) -15.5 '4 51 - 3' I 1' 1 PROJECT: NO. REVISION DATE DMGN/DRA"Br: JOB ROADWAY IMPROVEMENTS TO PH SETT S LANE GPIGreenman-Pedersen, DATE BY: jNDBr: jwpBORING LOGS - BARNSTABLE, MASSACHUSETTS DA,e o1/Inc. SGA LANE N.T.S PHINNEY'S 1�1L L PREPARED FOR: TOWN OF BARNSTABLE Eng!neeri,Architects.Planners,Construction Engineers 8 Inspectors bB No.: MAX-2010013 31i7 MAIN STREET 181 BALLARDVALE STREET,SUITE 202,WILMINGTON,MA 01887 i➢E NAME 10013 BL HYANNIS. MASSACHUSTTS Tel(978)570-2999 Fate:(978)658-3Wi4 DRAWING Na TOWN OF BARNSTABLE Other Offices In:FL,MD,MI,NH,NJ,NY,OH,PA,VA,VT,WA http:/A-.gpinnt.aom /) _ ' "h OF 1 D i ' •1 ROW- -_------- PAVEMENT,'NOTES 1' 10' TRAVEL LANE 10' TRAVEL LANE 1' 1' - �� I 1�� PROP. FULL HMA DEPTH CONSTRUCTION to D I SB NB X o w SURFACE: RECLAIM TO A DEPTH OF 18" I 1,(TYP-) SURFACE COURSE:' 5" HOT MIX ASPHALT PLACED IN TWO LAYERS; 14 __ 2" HOT MIX ASPHALT SURFACE COURSE - MODIFIED TOP COURSE OVER 3" HOT MIX ASPHALT INTERMEDIATE COURSE - BINDER COURSE EXISTING GROUND (TYP.) 4 LOAM do SEED (TYP.) SUBBASE: 12" RECLAIMED SUBBASE (SEE NOTE 2) HOT MIX ASPHALT BERM 2' LEVEL LANDING (TYP.) ' TYPE A-MODIFIED (TYP.) FULL DEPTH HMA CONSTRUCTION (TYP.) PROP: PAVEMENT OVERLAY 1 TYPICALSECTION — MAIN STREET/MOTHER'S PARK ROAD SURFACE MILLING: COLD PLANE TO A DEPTH OF 2". MAIN STREET CONST. It STA. 70+48 TO 74+25 SURFACE COURSE:, 2" HOT MIX ASPHALT SURFACE COURSE - MODIFIED TOP COURSE MOTHER'S PARK ROAD CONST. @ STA. 90+15 TO 93+25 ' SCALE 1"-,V TACK COAT: 1 BITUMEN FOR TACK COAT (RS-1) SHALL BE APPLIED AT THE RATE OF 0.07 GAL/S.Y. FOR MILLED SURFACES AND 0.05 GAL/S.Y. FOR SMOOTH TIGHT PAVED SURFACES R0 4' HMA. GRASS PROP. FULL DEPTH HMA DRIVEWAY r 1' 1' 10' TRAVEL LANE 10' TRAVEL LANE 1' 1' F SIDEWALK STRIP I to x I VARIES I X SURFACE COURSE: 3 1/2" HOT MIX ASPHALT PLACED IN TWO LAYERS; w J (4, ) SB Ng wJ __�-----_ ..1 1/2" HOT MIX ASPHALT SURFACE COURSE - TOP COURSE OVER TYP. 2" HOT MIX ASPHALT INTERMEDIATE COURSE - BINDER COURSE IU o SUBBASE: y 8" GRAVEL BORROW (TYPE B) EXISTING GROUND (TYP.) --- _------------ 4- LOAM & SEED (TYP.) PROP. HMA WALK (SEE NOTE 2) HOT MIX ASPHALT BERM TYPE A-MODIFIED (TYP.) SURFACE COURSE: 2 1/2" HOT MIX ASPHALT PLACED IN TWO LAYERS; 2' LEVEL LANDING (TYP.) 1 1/4" HOT MIX ASPHALT SURFACE COURSE - TOP COURSE OVER 1 1/4" HOT MIX ASPHALT INTERMEDIATE COURSE - BINDER COURSE FULL DEPTH HMA CONSTRUCTION (TYP.) TYPICAL SECTION - PHINNEY'S LANE SUBBASE: 8" GRAVEL BORROW (TYPE B) STA. 42+45 TO 53+00 SCALE-- 1"=4' PROP. FULL DEPTH GRAVEL DRIVEWAY ROW COMPOSITION: k 12" GRAVEL BORROW (TYPE B) 40'F 4• HMA. GRASS 1' 1 10' TRAVEL LANE 10' TRAVEL LANE 1. 1' 1 CEMENT CONCRETE SIDEWALK AT DRIVEWAY AND APRONS F I SIDEWALK STRIP x I VARIES I SURFACE COURSE: 6" CEMENT CONCRETE (AIR ENTRAINED 4000 PSI, 3/4", 610) wg (4 ) SB NB v T wa SUBBASE: 8" GRAVEL BORROW (TYPE B) U) Ic I J CEMENT CONCRETE SIDEWALK & WHEELCHAIR RAMPS -._-- SURFACE COURSE: 4" CEMENT CONCRETE (AIR ENTRAINED 4000 PSI, 3/4", 610) EXISTING GROUND (TYP.)7 (SEE NOTE 2) SUBBASE: 8" GRAVEL BORROW (TYPE B) 7 2' LEVEL LANDING (TYP.) PROP. 4" LOAM do SEED (TYP.) 7 FULL DEPTH HMA CONSTRUCTION (TYP.) HOT MIX ASPHALT BERM TYPE A-MODIFIED (TYP.) TYPICAL SECTION - PHINNEY'S LANE STA. 38+3D TO 42+15 SCALE 1"=4' ' ROW r- 4' HMA. GRASS 10' TRAVEL LANE 10' TRAVEL LANE 1' 1' GRASS 4' HMA. GENERAL NOTES r- �� SIDEWALK STRIP STRIP. SIDEWALK 1' 1' R>_I VARIES VARIES I z w g (4, TYP.) SB NB (IV TYP.) w� 1. THE SECTIONS OF PROPOSED ROADWAY NOT COVERED IN THE RANGE OF STATIONS ASSOCIATED WITH THE TYPICAL SECTIONS ARE IN TRANSITION AND UI I} 3 I --_---_-------- THEREFORE HAVE NOT BEEN SHOWN. D N --- _ ___ _____ _____ ------- 2. THE CONTRACTOR SHALL REMOVE THE TOP 4' OF MATERIAL FROM BEHIND THE --------- _ - 4- - LOAM & SEED (TYP.) EXISTING BERM TO THE PROPOSED SLOPE LIMIT. PRIOR TO CONSTRUCTING SIDEWORDINARY BORROW SHALL BE EXISTING GROUND (TYP,) WHEREIN CESSARYS ORCTOGFILL HTHLOAM ENVODELEFT FROM THE REMOVAL OF THISUSED (SEE NOTE 2) HOT MIX ASPHALT BERM MATERIAL IN ORDER TO OBTAIN THE ELEVATION REQUIRED FOR THE PLACEMENT 2' LEVEL LANDING (TYP.) TYPE A-MODIFIED (TYP.) OF THE 4' OF LOAM AND SEED. THIS WORK SHALL BE INCLUDED IN ITEMS 120. AND 150. FULL DEPTH HMA CONSTRUCTION (TYP.) TYPICAL SECTION - PHINNEY'S LANE STA. 21+93 TO 37+75 SCALE 1"=4' NO. REVISION DATE DMM/WA-B@ JDB PROJECT::. CHEM TYPICAL SECTIONS ROADWAY IMPROVEMENTS TO PHINNEYS LANE �" GRAPHIC sca.E. BARNSTABLE, MASSACHUSETTS GPI Greenman-Pedersen,Inc �: °"'� °'1.- a,r. ra4. 0 2 4 a a 14 FEtT 1 PREPARED FOR: Engineers,Architects.Planners,Construction Engineers 8 Inspectors * roe Nm MAX-2010013 PHI �Y S LANE TOWN OF BARNSTABLE cni rain 10073 7yp 367 MAIN STREET 181 BALLARDVALE STREET,SUITE 202,WILMINGTON,MA 01887 TOWN OF BARNSTABLE HYANNIS, MASSACHUSTTS Tel: r of ces in:F FD. .NJ, 'y BRArJd"� Other Offices In:FL,MD,MI,NM,NJ,NY,ON,PA,VA,VT,WA,y.http://www.gpinet.com 5 ov 10 l� j l I `i t i.,rAP 236_..d.•.,tsL , O27'-L•!'� .t - MAP 208 PAPCEL 042 ! ' EP 3 I—CONT. ON' C:Lt r'.CE . u"._.r' / :il,�� 208I'�?L.i'L fJ43 ! EPIC &' 3L1.4GrlRt;_ �f �E'Bc':i? ;1L'C 1R3??C1C PROP. SELECTIVE (LEAKING 364 MA-1 5'7'PZET L�J 3 P1h'E TP.EE J_mw AND THINNING/ DA}:?f:L L`XOS `T? i? >R & BK. 75:y32 PG. 296 , A✓AY EiOST=T:EP 4S •''. PROP. FULL DEPTH._-MMAw74.STRE " MAP 208 PAPCK& i^ CONST. W/RECLAIME#) 20187'>G. 2t;9 PROP. FULLDEPTH GRAVEL jQj Ptr t 3 } pq: TP:STEE PROP. 4' HMA SUBBASE (TYP.) ! DRIVEWAY TO MEET EXIST. .i SIDEWALK 85� r4A1:V t:tlsE r (TYP.) ~ 'f MAIN STREET 81. i927 PG. 26.5 '^ PROP. BRICK WALK R de REPLACE IN KIND ' v7 TO MEET EXIST. (1942 COUNTY LAYOUT - 40' WIDE) PROP. SLOPE LIMIT (TYP.) PROP. 4- LOAM & SEED (TYP.) PROP. TEMP. EASEMENT(TYP.) PROP. BRICK WALK REM: EXIST. PLANTING j i j 0 ;- PROP. SLOPE LIMIT (TYP J TO MEET EXIST. & REP',ACE IN KIND PROP. FULL DEPTH. rNl _ O _....... r >FIMAPDRIVEWIIAYE L j R DRIVEWAY- TOMEET EXIST. , r: /' R&R MB `-.-,,.--!REM. EXIST. PLANTING; PROP. GRAN. PROP. HMA BERM CURB TYPE VBs = } ' { `�T & REPLACE IN KIND `- - -7 >V TYPE-A MODIFIED (TYP.) (REL) - j ) I I li a v PROP. 4- LOAM RdtR MB x I . ��.. _.. R&R GRAN.( _x .., d! SEED (TYP.) I z BEGIN PROJECROST�%�^"�- (BELL (RET.) - - _� -- --- I- - — —— — — — r _ _ - - -----Y STA. 21+93.00 MEET EXISTING � r, N26996JiOP31 v, 4- ( 22 CONST. — . s, a� MIA!, � n • . a. 21 ! N25 3,159.E Q......... _ PC yam.. �} t?.: .,.} , +: � __- 20 I O 308 92 +00 92 - _ _—__ 1 _ •' 1 w- ..i'..... .. -�K �— - _- ........ PROP. HMA BERM —j— 1�. R - �. rn I 2 %` • �• - � ! \� ` ;<: s �= i TYPE MODIFIED --.- — i t_ PROP: CEM.; :l-, 1 i _ i ) ROP. FULL DEPTH CONIC. WCR #1 PROP. CEM. — - �� j "- PROP. 4- LOAM f tR i)'� � TO MEET DRIVEWAY - ' CONC. WALK TO r r' 'I & SEED (TYP.) j ..: x !.� MEET EXIST. 4 J/AP 2f 8 1�A_RCEL 1;0 PROP. 4' HMA 'r j. T -FROP::.SLOPE UAHT (TYP.) fr` SIDEWALK (TYP.) i S:tJI t7 ° & je ,A PEEi: PHINNEYS LANE PROP. FULL DEPTH HMA DRIEWAY 377 1L hNf 52s_EE7' PROP. 4' HMA -1; 87{. 17Cici PG, O CONSTRUCTION Q r ' PROP. SLOPE LIMIT (TYP.) REMOVE & CURVE DATA PROP. TEMP. EAS�IENT (TYP.) V. SIDEWALK (TYP.) RELAY COBBLE rA=12'00'20� \ DRIVEWAY R=1925.93 I T=20252 1 WALK TO MEET EXIST. MIAP 208 PARC,;. 127 3LIP / 3!A Z08 Y1?CEL i18-G01 P.x7i1' s Si':i1 Y tt £LF.Ij 039 �?rf1F 393 MALY Si WEPT BY. 9745 Pt. 168 \ i�yP r'E tYL7k:�'& 1 BK 1057c^ 33. PC. 32(i i �\ 1 li 1 3L3.l` 208 PARCEL 124 \ i .k{eIt2Y;.f & F'R�`OutiCK n 3.:QT,rTt�' �\ \ 1 PK, 1-7070 PG. 94 PROJECT: NO. REVISION DATE t>Esa/al"MN�' JD8 ROADWAY IMPROVEMENTS TO PHINNEY S LANE aenc ar: JWD CONSTRUCTION PLAN BARNSTABLE, MASSACHUSETTS CJPI Greenman-Pedersen,Inc. p' 01;"%'ZD GRAPHIC SCALE ' Engineers,Architects,Planners,Construction Engineers&Inspectors JM No; o to zD 30 40 ao cEEf PHIT�TT�T7✓YS L A TNTL� PREPARED FOR: TOWN OF B STREET Jai tgi BALtAMVALE STREET,SUITE 202.WILMINGTON,MA 01887 ��M 1WI3 CO TOWN OF B RNS•]T��ABLE 367 MAIN STREET HYANNIS, MASSACHUSTTS Tel:(978)570-2999 Fax:(978)658-3044 auras Nd Other OHic®s In:FL,MD,MI,NH,NJ.NY,OH,PA,VA,VT,WA httpJ/www.gpinetcom 6 10 ' ... - ., _i I a - _............. -.._.....—_....... -- -- -f 1 PROP. Cg' COLD PLANE \\\� Qt HMA OVERLAY �� , i• / j O t i• , i ,kAP 208 PARCz.Z REMOVE EXIST PLANTING .s tr rrrr+ P Y F FFL PA ?LSi' 208 P_SIiCTZ 047 7 l ` d1P _06 F'L;CS;L 044-.10 0! *R 7R ' " fin. o t�ir'P -08 PAIMI L 056 fa REPLACED IN KIND 7 s f<`LiV_EF 7i:LF.' C,',.f 'rVS I 328 _?f..S 5'..',l; f "1 PG :314 WILL lid & R017H.INS, ET AL j _ i PROP. HMA BERM TYPE-A MODIFIED PROP.:CEM. CONIC. WALK d 0 ILIti 5:;x,r:' i I, CY+k? S P TUTTLE' i ._<_-...-. - j T0.MEET EXIST. 34G .9A.1\ Sz`P.•^,:.'T ' 2_C 1.-4 +._� -� '& tir.:"Cih' :7P?Y'f:.v4 ��f ;. .3 �. PG. > IAN STREETPG. PROP. HMA BERM PROP. FULL DEPTH HMA CONST. T1�PE-A MODIFIED (TYP,) W/RECLAIMED SUBBASE (TYP.) 4, (1942 COUNTY LAYOUT - 40' WIDE)j LIP t?08 r FARCE-1, 048 fT'I I ;PPROP 4CEM ACONC CUT THROUGH t PROP. FULL DEPTH HMA f g 3 I. } } x JOYC'' A rt)WAPfIiS TR I W/OETECTABLE WARNING PANELS CONST. W/RECLAIMED f. - .— PROP. FULL DEPTH HMA I _ 4 PROP. FULL DEPTH I I70 MALA STREET ( t' SUBBASE (TYP.) PROP. SLOPE LIMIT(TYP.) z, GRAVEL DRIVEWAY �, '�• I ---'- CONSTRUCTION (TYP.) f3K n se F'U, :?.ZE U IT OF OR PROP. CEM. CONC. WCR /6 _-_ CO T.,0� TO MEET EXIST.0J "1 COBBLE DRIVEWAYREMOVE & RELAY E PROP. CEM. CONC.1 : PROP. FULL PROP. TEMP. r '`WALK TO MEET EXIST' DEPTH HMA EASEMENT(TYP.) PROP. 4' HMA PROP. a LOAM & SEED (TYP.) ' REM. EXIST. 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MASSACHUSTTS T-I:(978)570-2999 F—:(978)658-3044 r{ DRONING N0.: '7 _ Other Offices In:FL,MO.-MI,'NH,NJ,NY.OH,PA,VA;VT WA##'� http://wwW-9Pinet.com / OF 10 f I I J t t 1 t I I w MAINS EET STA. 37+94.36� z MAIN STREET $- STA. 70+00.00 t Q I I PROP. BRICK WALK I I)OGC ?S R! c_ Il&'s3CiR Il TO MEET EXIST. I ' MAP y"i9 PARCEL 044 PROP. TEMP.; jtP 209 i'_<`YC EZ 045 _. F'AI I:Ef' v£s';OIX.1v PROP. TEMP ::^Al.> Srf'^;:p t� EASEMENT (TYP.) ! Q P. CEM. KF,T`L3y �z".^ PAUL4 R x'1;t fi.'. i('�;'T S & DARE�L I:A;:S { EASEMEN:'h(TYP")32 P:> P I A STP>EF.,`7' PROP. FULL DEPTH 066 M4P1 ,"1'RFFT j t w I NC. WCR �112 II REM. EXIST. PL!(1TING,/ti:r PG. 1-9, t3 PROP. FENCE STA U A bL4 279 . AB(,F _sun do REPLACE IN-KIND'` HMA DRIVEWAY 3K. 94.:. PG. 30 35+11 TO STA. 35+77 Q E I PROP. SLOPE LIMIT(TYP.) O O 04 5o n74 f llm';' � PROP. SLOPE LIMIT (TYP.) PROP. FULL DEPTH e6s 226 I I:VN,T. ON I PROP. 4' LOAM HMA DRIVEWAY s l3K. 37b f;>. 2'r3 i 3Z 160 nL•'•"-•:...._...EZ PROP. 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MAX-2010013 o to 20 �o +o eo rEr:r PHIN V L•YIS LANE PREPARED FOR: TOWN' OF BARNSTABLEFILE NAkE- 1111�11`I L: 1 367 MAIN STREET 181 BALLA RDVALE STREET,SUITE 202,WILMINGTON,MA 01887 1�3 TOWN OF BARNSTABLE HYANNIS. MASSACHUSTTS Tel:(s7s)e s I.:ss Fax:MI.N ,NJ,.as rJ auralc NC T.I:(9OHi57 2 9 MD,(9 )6 8-30" OH,PA,VA,VT,WA httpJ/www.`gpineteom OF 10 jf,'u4j;;E�' L 17F.5:=i,ZhrrEpS i \ 73 PHINNEY'S LANE CONSTRUCTION { CURVE_DATA 1 1 R=362 90 j I I 1E4P F'C PARCEL v^51 T=24.93 I :L4P ?rr<j PAe?CI.'L 952-006 I LL=49___j 3 O '_Ar,'M F C.> i x2' 269 PARCEL05 -OG'7 7 9 ` , {'EIN 4F-5 1E'r ,s (fgp s \ 4r F,"'L r" P C "r?'v.?v ! PK 8213 FC 4:L2 i I•LV D & .7-F Gi i r.'IiNT iC r#fiftOP. 4' HMA 1 88 zL V-L_ ti \ t '1._�, •\ , ODE`"" '(TYP.) P H I N N EY'S LANE PROP. TEMP EASEMENT (TYP.) : 1✓835 P( REMOVE & RELA' 1 f i�YrPROFkiFEx`NE'STA. PROP. COMPOST FILTER TUBES (TYP.) (1912 COUNTY LAYOUT - 40' WIDE) PROP. 4' HMA SIDEWALK (TYP.) BRICK DRIVEWAY rCONT'ON 43+33 TO SW-45+70 PROP. FULL DEPTH GRAVEL ki �EETI DRIVEWAY TO MEET EXIST. PROP. FULL DEPTH ( ' PROP. 4' LOAM d SEED (TYP.) E HMA DRIVEWAY \ \ PROP. FULL DEPTH GRAVEL to PROP. SLOPE LIMIT(TYP.) DRIVEWAY TO MEET EASTI R&R BOUND (TYP.) y L�--�--� PROP. 4' LOAM do SEED (TYP.) \ ram I (RET) i ------ - -- ------= - -., rvc R�&R) ---.......:......_..._.._._.. x .. _ - -__..��. _- - - -- x " ' _ - - -- - 7----------- -- - - .y - 4 --- - ,... .: > z r F. __ ;y __._— {�, —. _, y, :_ :5 -_--_;4 —'xf --._Yt ---�--q: .... n ._..—_. Ff---_yam_` ...._. ; __..-. —_: 'u v. Cr --'kti _----- ,{--j3 ;I:+ - - ;Y _ ..._.. > ...._.— y�- -..._._ :f ._-.___.. �.c.:E 7 r, —. -------w _..._;w PT 44 45 .._..._._.._...__.: ._ _-- 46 - 47 -� - 49 - CONST Iy,B'04.18"E 48 54'S7 .- = +81.22 _. --_... —————————— --q:PROP. � (RET.- HMA BERM TYPE—A »RET•) (RET) (RET)<� (RED J ~, (RET.) (R )(RET MODIFIED (TYP.).- CONT. 0� r tJe1 2Ct9 :<iFCEL GFJ PROP. TEMP EASEMENT (TYP.) PROP. HMA BERM TYPE-A°�1 ` x , F� MODIFIED (TYP.) LSHEET 1J PROP. FULL DEPTH HMA CONST. REd� pa z4 MAP 2L18 I Cam., 030 F p W ECLAIMED SUBBASE TYP. PROP. SLOPE LIMIT (TYP.) M�if' 2,1 PARCEL 098 � (TYP) } - •Iri4%PIi :Y CiLG�3i'Y i4<a TJ.-(%P_ Rut P IAU uY's LAX-P RETAIN EXISTING MB PROP. FULL DEPTH HMA CONST. o-- PROP. FULL DEPTH .'0 'MWVEY7 L VF , 1N/RECLAIMED SUBBASE (TYP.) g <-'I F'G. 3:x HMA DRIVEWAY }3h' t?t t'Cz. <'ari PROP.FULL DEPTH MMA DEIVEWAY I F I i � I REMOVE EXIST PAVEMENT ! ' PROP. a LOAM & SEED i I : f t i 1 I i i � I 1 [ i 1 i i f � { I I I PROJECT: NO. REVISION DATE CESGN/MANH 8r JDB ROADWAY IMPROVEMENTS TO PHINNEY'S LANE CHECK BY: JW0 GRAPHIC SCALE CONSTRUCTION PLAN BARNSTABLE, MASSACHUSETTS ° 01/11/13 GPIGreeman.-Pedersen,Inc. SCALE 1'= 20' 0 10 20 30 - 40 60 FM PREPARED FOR: Engineers.Architects,Planners,construction Engineers&Inspectors JOB N0: MAX-2010013 PHINNEY'S LANE TOWN OF BARNSTABLE 181 SAL.LARDVALE STREET,SUITE 202.WIL.MINGTON,MA 01887 iBE BADE 367 MAIN STREET 1 Xn3 DO TOWN OF BARNSTABLE HYANNIS, MASSACHUSTls Tel:(g7ff5 s in:89 Fax:MI,N ,N3044 pBAypg ' Other Offices In:FL,MD,MI,NH,NJ,NY,OH,PA,VA,VT,WA http://www.gpinat.com 1-16 10 OF,D \ F 57` w' n 9 _ Il"' .Etr: TX,S , t , t ` S.g,r ifrlA ti r eag A..f,'F'1 :1,5.p 09I r'ErX, .� I u r X \ 3hk Cat,43� J �� ray XFrL3 r ....� st'^ O tst?i1 ETr" X.t*ifJfi PC.�ryl; I.;xg . .i'I34fi'� .,�: PROP. FULL DEPTH I ct�NL ON rl rf ` IE i p6 jFEiC HMA DRIVEWAY O \ PROP. GRAN. SHEET 10 �C1 ` CURB TYPE VB1WAIT �9 r PROP. FULL DEPTH PROP. 4' HMALL.L\•*��-,�' '4 PROP. GRAN. C11R8 �O I S GRAVEL DRIVEWAY PROP. TEMP. EASEMENT;{TYP.). SIDEWAI�<�''>(TYP.)' ? TRANSITION TO 0'. R / TO MEET EXIST. \ - PROP. 4' HMA �., ,• i ', � ' [' PROP.;CEM. SIDEWALK (TYP.) PROP. FULL DEPTH GRAVEL P H I N N EY S LAN E ' CONC.:WCR /22 END PROP. 4\ SIDEWALK ' REMOVE do RELAY DRIVEWAY TO MEET EXIST. _ 4p' WIDE) K `- (1912 COUNTY LAYOUT BRICK DRIVEWAY.; + (RET) {RET•) < PROP. C a tr j z i PROP. 4' LOAM., ' a r L< CONC. WCR 1 RET LIMIT OF WORIKE �, *y PROP. 4' HMA i Y .S n - ED (TYP.) -.,(RET.) { SIDEWALK (TYP.)( RET.);x��77 (R _ x( ) PROP 4:LflAM /1 - �- - aL r a RET (RET) i;, do SEED{`IYP) (RET.) 401 !xJ x ..... Y � x�— _ -....._ -_. P �=- - 'I_ CONST 53 PC m5 — 2 25 t 49 __........... ..�. +1 .79UND a- � - r s -�\ (RET) ' RET.) ( ) w• —:� ——— ;s. RET. v i[PROP. ( ) jPROP. 4' LOAM �s ., LIMIT OF WORKSEED TYP. F TEMP• PROP. SLOPE OMIT(TYPJ ( ) < "L f i xs0 aaa EASEMENT (TYP.) i ar / '• END PROJECT 23aaaa i .. - - PROP. HMA BERM'TYPE PROP. FULL DEPTH LIP'; i U`9.tP.-P(,; rr STA. 53+50.05 PROP. FULL DEPTH HMA CONST. HMA DRIVEWAY MODIFIED (TYP.) J.i ,5 EET EXISTING W/RECLAIMED SUBBASE (TYP.) ,:. :iE151 :,<k:.r:., >v a e K4t ,7 au i, N2702141.0185 5 E972819.7764 - \ c r FY 1 TUCj10_',7Z"t £ ' ml 098 PROP. FULL DEPTH 130 1'<�, LANE { PHINNEYS LANE ' \ I HMA DRIVEWAY J4 F5!0 _G. ?%'8 CONSTRUCTION @ };T ;?{•,' 1 I CURVE_DATA 1' ";E ��421'S3 PROP. FULL D TH HMA CONST. D " 7L > a FAl r F Uf5 y8a R=350.00 ( ) n v9 Pir1<#I d .i? t r I I-�> W ECLAIMED BBASE TYP. I ec T=13.34 j _ 73g' Cb pL'PJV` r I < Irrl i \ .l ak- i NO. REVISION DATE omaNla AwN ec JOB ' PROJECT: � "' alE:ac BY. JWD . CONSTRUCTION PLLyl`I a : ROADWAY IMPROVEMENTS TO PHINNEYS LANE > BARNSTABLE, MASSACHUSETTS GPI Greenman-Pedersen,Inc. ° ""3 GRAPHIC SCALE 1' 20' ��7� I PREPARED FOR Engineers,Architects,Planners,Construction Engineers 8 Inspectors N0. MAX 2010013 o m zo ao b e°�T PHINNEY.S LANE _ "TOWN OF BARNSTABLE TOWN 367 MAIN STREET 181 BALLARDVALE STREET,SUITE 202,WILMINGTON,III 01887 itlE 10013(Xl . TO VY 1V OF BARNSTABLE HYANNIS, MASSACHUSTTS s' 4 OttTel:(sc so.in: 9 Fax:MI,N ,NJ. Y DNAN7Nc No '"_ Other Offices In.FL, Fax; MI,NH,NJ.NY;OH PA,VA VT WA�p http://www.gpinetcom OF 10 IL q , r (REl(), I CONT. O� PROP. 4' HMA JWD r y r j SIDEWALK (TYP) { r PROP. SLOPE �/ r tI �C/1«< {RET.) MOTHER ARK ROTA t I \\ t C�� C NSIRUCTION D LIMIT (TYP.) (R ) \ `t `�'A O� CURVE DATA i r�2021'23"� PROP. FULL DEPTH (RET.) ` IR=275.00 / GRAVEL DRIVEWAY %"��, / \ 1 �L T=49.37 / TO MEET EXIST. ,��/� _ .. y \ 1 C� 3 14 PROP. FULK AEPTH r` _ .� S PI20h. FULL DEPTH HMA IME GRAVEL MEET I STAY j " \ Q y N SUBBASE (TYP.) y� 1 z a PROP. HMA BERM TYPE-A MODIFIED (TYP.) r Pfl F V pp3 O ( ) % a \ kip PRC \ ', PROP. FULL DEPTH HMA CONST. �� ✓fr / v i 0 W/RECLAIMED SUBBASE r v I,f t LRETAIN ALL TREES WITHIN THE PARK \\ / t , ———.,,4. (RF-T \\ ,� REMOVE EXIST PAVEMENT L� �q7. r �\ \\ PROP. 4' LOAM & SEED v \ MOTHER'S PARK ROAD �� x. t % O i =_; ! "�: PROP. SLOPE LIMIT(TYP.) I PROP. 4' LOAM i 73 ° v CONSTRUCTION I/ do SEED (TYP.);%%LZL --CURVE DATA S 1• \ Via. ter . / r r i rf LIMIT OF WORK s`' f% 27'41'27w� '' I R-150.00 I 'fit ' __ h' \ \ k STA. 74+25.00 tt'' ,. �. - \ �\ (RETV ; cT)� EET EXISTING y L=72,49 ,:.• N2700785.0938 A' , I yc� 972338.3074 A _ /y --� COMPOST r `` s a /N S�- \ S ti ^aoa' _PROP. SLOPE '. ^FILTER Ttl9ES (TYP Y N25 "' c N• Xxs � 953 CO(/ REE umu,C�•) ivr PROP. SLOPE L MIT (TYP.) 40 o. r.' l r __. 22•Z8 = __� ".X LAYO(Zr > r. P - S6 pC` ,. , MAIN\STREET/ 1T - } F ss' >/ / \ l'; ..4 5 2 I _.O / ' CONSTRIJCTIIIN ~` +11.62 - <st CURVE DATA i �� _..».f:,• +87.24 t�N :__ << 'y FA 55O7'10,r a %;;•.�� '' 12/ �° `�Y Pr` `7 a __ _._.:._-.__..... QO T=26.04 I G tJ5 - — - I I O� ra- 1 `L,i.'_i�i __ W •26 50. , `X ) RET (RE _ L----- r' � RET i .( ) _ rc:.r�c<..�< -E' _�,.F- �._. �.. '"„•,. ."'n, PROP. CEM. i T.- s ---'ja,`-`- i x K X r i 63.61 26 ,c^•t u FROP .. / .4'°�1 ,,, i I CONC. 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REVISION DATE OM0i/�wi Br: JOB CONSTRUCTION PLANROADWAYARNSTABLE, MASSACHUSETTS ENEo�� GPIGreenman-Pedersen,Inc. 01/11/13 GRAPHIC SCALE - t'=20 , 0 to 20 30 b 50 FEET - PHINNEY'SLANE PREPARED FOR: TOWN OF B BLE STREET 181 SALLARDVALE STREET SUITE 202 WILMINGTON M Engineers.Artliitecis;Planner:,ConsWction Engineers&Inspectors JOB NO-' MAX-2010013 , . , A 01887 FIX rum 367 MAIN STREET 1om3 CO TOWNOF BLII�NSTIZLJLE Tel:(978)570-2999-Fax:(978)658-30" HYANNIS, MASSACHUSTTS aurnBc xoa , Other Offices In:FL,MD,MI,NH,NJ,NY,OH,PA,VA,VT,WA http://www.gpinetcom 1 I or 10 9 i rf � I 1 . 1 r ';� r. it i m I co: m .RIM:31.15 x. . k d' _ I, '^» ( ♦ i/tl WATERLINE I i _R ij° I MI ! /iI I ♦'1.� :? I ! `,..!itl /1r HDPE♦ :. CRO891NG I Q iI r I i l k I .i Tc� \,y L=s s.100% - t ;iI I I , 19 �,,•� �•� �.� \ f i - - L.115=�.00%"Y � '� $^,t3.,!i 1.'�.-�-♦,.�1_ ...1_ `r.. y:l I '.: 7 ..-.-7 --.- ;----... °s .. .r 1 I � _�. -?-"• '.:fl�. ,,, -..� :��,.r" �.. •#b= .: ._., .�cni.—•-•�. 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'.- OAS LINE ._ 'ts: ?;t , 1T INVI ZL2 (FJ(B:10.001) L4I S�3 `DIX DRAINAGE STRU WATERLINE RE NA` L'T11RE - _... :1 CROSSING : :,,.GAS LWE , '-- _ , /121NV OUT22.32(CB:10.010).. WATER LINE _ _ AND PIPING - CROSSING 0 3P 6P ', CROSSING..-.��.. �._ a^'�• 'v.. CROSSING . ♦ .B:10.410 1i RIM2526 /•' .. �uaplP 0M - 10'INV OUT.22.BB(DMH:10400) PE �IN.ST�T. � -�"=�, _ _ _ v-,:-:_ 1a•APE-- �" E ��" 1vn .>.,.^�,....wyN�.!S'«+� a..' '....?..'^�".sk: l _ °" N-. _ - _'_ _1,L�5�.50% i\ �•' cw�s Low � �"rDYH:101W" t i CROSSING iTr. RIM:2).00' I' Ij I GAS LINE' M(4'XpPE OVD _ __ _.12'HDPEs� .c•� \ _�-\_, '� -,`ems'.. ni i j 17 WV W24.48'Ica 1 210)) Ij CROSSING M�iN'�yp 1T WV W243T(C8:1D11o) R ' \:- 4NP-z o'---. i ' 1T INV IN2418(B:10120) ' i ' _ r - I \ "ice JI j DRAINAGE STRUCTURE TO REMAIN: ,�-- l r ai,D4(10T2m S . "T. "�y - I -^ � ( 12-WV OUf:24.18 COMM:tO.OW) I _ " m W ' RESET FRAME&GRATE:. M21s4(l0' ' i dlx / REPLACE AMID CAPIXPIPWG AS SHOWN: "'1' Am 2i "�') 1T APE ' Pb.21M L=12$=1.pO% \\ F 06(10 NOFE M) RIM:24.95-" t., .„ i -` r 1En LL143n2104 17 INV OUT.22.49' •C f�. / nce lo.o1U I CB:10220 SOYP�lad4 RW15.43' CB ' ..WM2S96• 17 ROPE /: 1T INV OUT EX:21.99 -_ 'RIM2528 '-^b' �;'v � Yh ��M�= _ -^ ..;,I lF:.�- � Ste; - , 1 I LMBSW.5096 ,: \• ( ) i 10"INV OUf:22 E8'(OMX.10.400)Y'� - �T '1 1TINVIN22.Or(DMX.t0 OW) I � O i•;REO EX DRAIN PIPE ' \ f �� 'i r DMX:towoo j t RIN 25.40• 10"INV IN.22.7T(B:10410) 1M IMV W22 m'(CB:10.420) 1r INV OUT:=6r(CB:10.010) i NXESP PRIORY'HABITAT OFf{ r i j I RARE SPEC0:5 BOUNDARY LINE / -` ;, NXESP PRIORITY HABITAT OF— RARE SPECIES BOUNDARY LINE SD50 45 a "� -- g88o 8�I — —g8 45 40 40 �i 5 oeN arvn� O Fiaa" O `o O �,�,N. 0 O i m33zo---- _--_"_ ^< 3-._.--8�ezzo':r'"°o'_::'"°� I ._.-.. _-'__-_ _'—.__'_- ., -'And _ 35 -� 6;;g �^ ii�""n� om« 3D OH�(r>rry Zr 't°,m¢E'f" g��bb n'ai�36 �i`web I m¢ - 30 25 _- L=2415=O.SO% 2O L-J6 5=050% L=87 S.D.S"a 17 XDPE 17 XDPE 20 L=35=1-0 L-125=t.0px 1P 10)PE 10'HDPE 15 - L=s s4)SO% LaIS S.0.50% - 15 I I I 10 10 i 5 I 5 I i 0 - 27+77 26+00 28+50 29+00 - 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 3�4 MAIN STREET 2 HORIZONTAL SCALE.• 1"=30' VERTICAL SCALE.• 1" _ 10' NO. - REVISION DATE DESGN/DRAN BY: JJL/MJC GRAPHIC SCALE - DRAINAGE PLAN & PROFILE (2) PROJECT: ROADWAY IMPROVEMENTS TO PHINNEY'S LANE Horsley Witten Group,.Inc. -�` CHECK BY: RAC BARNSTABLE,MASSACHUSETTS Susbinahia Envimnm fSoludons DATE I 0 15 30 45 60 90 FEET :- i—hoM10yWlDan.cOm - 06-13-2012 90nouta6A %ALE: 1" = 30• 1 PREPARED FOR: - S A13-6MA8I- 'LOB NO.: MAX-2010013 PHINNEY S LANE TOWN OF BARNSTABLE 508403-2150:w4B D � 7� D T ��{ �1 TAT T �+ 367 MAIN STREET:ji soa-aT�a75°F"" RtF x^uE: 10090-DR.dwg BARNST BLE NIASSA(�l1 l.J SLi TT HYANNIS,MASSACHUSETTS ORAMNG NO.: 29 DF,Do WATER IJNE REIiTORE DRANAGE CBISVM CROSSING 7 STRLICTURE&PIPING RIM26.3r -A DMIN,ILW % ��D NAGE REPLACE FX OIIITLET PIPE OMNI I= STRUCTURE&PIPING INV OLIT24.8T(DDMH:11.10D) mum., 0 :12.!500) WATEWGAS LINE 1?wIN:25.WIDMH:I1;f11 17 w 2&OZ C' CROSSING 1�.,N �� I I -(C. .-':ICB:12:320) .-Or In CRAS r INV OUT2SW(DMH:12.3DO RIM:28.- IT INV OLITICST(DMH:12.200) RIM SO SIT z WE R CRIEST IW:26.4r IT INv OUT28.W(OMH:12") 2 H 1.2 5: HDPE M _ :I RIM28.16 1 12 RIM 6�WIFDIAI IT IW:N:4Sr(C818(EX)) If, , " 1 ' 17�W�N2 11 "'71 N U."(ON.: I.=) L-20 S�� :I--j i L EAT L-11 5�0. 17 IW N2&IT(DIVOMH.12.600)7' 2.;! 7 IW IN�.:�:�C.B�122=1 7,1001 IT.N25 te":11110 25.W(CB:11.110) DPE 17 INV OIJT�.W(Dl"V4)(M�H:1122, 24.31(OM:1 IDDO) L-12 S�0.50% IT IW IN:27. II' (OMN(m)11 NE_� ITINVOLIT27.31'(0MR12,10o) ctIT:.w _300) L 7w. CROSSING -IT W. .4 28-- -35 I PE WATER LINE T.70 CROSSING L-2 M:n2l. ;H:12.3�0) 1 0. IT M OLIT:26.7�(DM RIM:2- RW E)L DRAINAGE le RIM 2&W TIWOUT25�(D-11") 11,1:24.�(ON-DMH:11.100) 1 STSLCTLIRE AND PIPING, !�r:wWOLIT:24A3(OIV0MH:11-100) I`!:I8,t02S8r(OMH:12.=) ;7136�A�RING_L2S�n (SEE DETAIL) .......... L-I'ST4. 14 0 3V w 43-0.50% 71" GAS LINE FIE -GASUNE G�LINE P_ WAT I NO Z., CIS:I=. CROSSING- G .0 MM 21" Fm�., 17 IW OUIT262r(DMH:11100) R n 1FHDPE -V OPE GE (DMH:12.500) STRUCTURE IT N�,GLIT27.71 L-11 S (SEE 0 �DETAIL) A LINE S L. I, T HOPE Rl.�SIIN6 TINV 24.1V(DWOMH'I2.1OO) JRE AND PIPING �IW -(DM:12.000) k 28 A OtIT24.18 i;o RIM:29.i* R EX.DRAINAGE 17 IW OLT27.57 1-12-0) STRUC NF&PIPING FIR, 12*"DPE IT I-11,124.7T, x C", RIM z I, ,2 HEAGW� 24 1 -P L MM:11.100) RI.w.w IT Iw L`T25"(O.'D 2 :25.61 12'1.�'. AF.A. "I ,.,17.DPE IT OLIT:24.6I`(D�� I 21b IT 0�28.01Y ODMN:12.400) .1 . i��FE - DM. 11 M I DOGHOUSE_H:'I- RIMZ-W 1" RIM.27YT ft.24.11-0�`DMH:12.100 jrIWO CB:ILVIG MH:, _24.9r(DIV-D RI.28.W '2SV vDMH!11.100) RIM (OWS: 0) OLTM.W(EX HEADWA.L Wv OLT26AT(DMH 12200) WEIR CftEST W:26.31' .14 ID' 12 1 1,1 - mv OI.IT:24�(OMH:12.000) 1 4V IT OUT:24.22(OWS:12.110) 12 'HOPE L-18�.50% A5 A4 NHESP MIORITN'HMITAT OF 1, RARE SPEC,IES 8OUNDARII L INE WEIR CREST 1-:12 IT INV IN:31.9l'ICB:1 7,7�- "r, 112'0� IT IW 11,111.90'IS:13 IT IW OLIT:311(OMH:I2.DOO) A 1T,NV OUT31.81'(OM:11140) HDm_ 2.91% CIS:13.1 C.:*13.IW Fi.-UW IT Vv OL'T31 IT mv OLT,.XL�(DN�W:13.100) tC;13.141 11 -:7 RC;13.1a I OWS:I.- "0 . 17 W OM:31.W(RC:13 A!!), PE `L-4S�.W% 11L 17 50 10 5 --gag 5z &-j -45 �0 P-- 45- 0 -40 7: 9 2 S 40- U;;M 35 i2 0 35- L -------- - 30 30--- IT I HOPE - ----------- IT HOPE -25 5- L-IS % 17 HOPE IrHDPE 1r4DPE I L- r HOPE 20 11 S-O.� 0 IT Irmn IT HOPE 2 L-1 1r1tDPE L-17 L-11 S�O� I?H.D 15- FE S 10 'I- FE 10 43+00 43+31 35+54 38�50 39�00 39�50 40+00 40+50 41+00 41+50 42�00 42+50 36 00 36 50 37 00 37 50 38 00 PHINm�ys LANE I HORIZONTAL SCALE., 1"=.3U' VERTICAL SCALE: IN NO. REIVISION DATE IDESIGN/DRA.Br+ JJL/MJC PROJECT: CHEU Sr. RAC Horsley Witten Group, Inc, 6�,,, GRAPHIC SCALE DRAINAGE PLAN & PROFILE (3) ROAD DATE: 08-13-2012 WAY IMPROVEMENTS TO PHINNEYS LANE BARNSTABLE,MASSACHUSETTS Summinable Envim-tal Soludom SCALL 1" 30' �c C IN 2 0 15 30 45 60 90 FEET 90 Route&A NO.: mAX-2010013 4 LE NANE, PREPARED FOR: TOWN Ofe BARNST�BLE 508-8334 Do-i- R PHINNEY'S LANE saB.833-36150 f-. .367 MAIN STREET-.1. I. DRAWNG NO: STABLE MASSACHUSETTS HYANNIS,MASSACHUSETTS 30.,100 BARN 4- r r r so 89 S5 880 50 g:r� 3' � oovi o "8o mg� o o i 50 8 i"� 8 g x 8 boo _ zoos 8 " ' 3 3 — — —————— ———— — — - 45 $ Nma 45 o" m o iria `" a a:- •ai, 3dE m. .- — BOO„5� 40 r i 40 gym --� R:m'o.re8'o—gq�m�� ''��3 " �� um¢ - ..35 i _ - 35 _ 30 -- � -..... 12 NDP D 3 12 HDPE L=1555'4.31% 12HDPE RC:1114] ' 25 - L=85=1-06% L�66 5�.50X 17 HDPE -RC:t].1M 25 L�5S4.91% RC:1114] 20 RC:11142 ND 12 PE 12 NDPE 12'MOPE i L=12 Sys L-12 s=o.so% L• Sw 50% L'smso% RC:13AM i 20 12PE HO . 15 _-- 1r NDPE I , L=161sro�soxswsOx I 15 . 10 1a 10 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 76+00 76+50 77+00 77+49 MAIN STREET PROFILE 3 HORIZONTAL SCALE." 1"=30' VERTICAL SCALE.• 1" 10'. r r r <i r • r PROJECT: NO. REVISION DATE DE9CN/ORARN BY: JJL/MJC GRAPHIC SCALE ROADWAY IMPROVEMENTS TO PHINNEYS LANE Horsley Witten Group, Inc. ~ CHECK BY: RAC MAIN STREET PROFILE BARNSTABLE;MASSACHUSETTS Su]mnehleenH,o—wlSelutf n 0 15 30 45 60 90 FEET Nnrw.h..IeywhOxn- DATE, 08-13-2012 90 rteure 64" - scA1E: 1• = 30' PHI�7�7� 1 PREPARED FOR: 5nn833-6 A03563 JOB NO.: 'EY S LANE TOWN OF B STREET BLE 508.03-36050 Zic MAX-2010013 - � 367 MAIN STREET 1. 506.63}3150Iu - HlE NAYS 70090-DR.6rg BAR V STABLE NIASSACHUSETTS HYANNIS,MASSACHUSETfS ORAWNO NO.: OF 100 i t t i RI—M.3B 83• .. 13 1 �'T. n N wl ' P .tr INV DDT:3]11'pm--, 1"_`�.._ �" y 'u t„N WATER LINE "� All _. . _ 1r NDPE `� GAs LINE y�J d! >rr � �� a 0 3D sv L=B S•1.24% �! �.'.. -.CROSSING. Y •,E i ,M t5;` .:Is, �` `+" - + 'J Lwa" �t 1'I I RAC 1T HDPE 5 ^L•155W.50% :AN '.+ 1.— &. '. pi fix' � WEIR CREST INV 339/' A.:.)/'.. I� t` 1 � IT WV IN3306'IDMH. 17 INV INIM. '(CB'12.610) i 'C I I tr INV IN:33.11'(CB:12.6M) INV OUf:J28f(RC:12.631) Q - ' , it INVOLT:3294'(DMH 12500)_j - •1r HDPE .fi. ^ Y 4- -._.....a`.-' ;4 's..L•B sa.so% '� _-__- `-,..---- �� z� :5" .'. q ' IT INV OUT.33.1B BJIv-oMH 12.6001i1' �`.- . ' L yi _ CB.12]10 —_ ' - :. )y. -.. 2HOPEa RIM3896' .L,` "•1 GAS LWEA:: 12.100)CROSSING L GABUNE ` 1 /•'f^J DMN:12T00 aACROSSWG �, 1RIMINV IN:3].Ot'(GB:12n0) !. �. - _ __ ' WATERLINE l �t _ it INV IN:3].,r(CB:12]10) ;L, 'CROSSING l_^ tr INVOUT:36.8T(DN-DMH: RC'12832 r-t* RELOCATE WATER LINEA MINIMUM Of J'AROUNp C8,1620 ? CATCH&DRAIN—OLE EXACT LOCATION TO'� RIM 36 02 _ £a C 53 CT3y;, BEFIELD VERIFIED ��1r INVOVT33.23'(DN-0MH 12600) M . ! �3,,-. .r>•' ..-1 '". ,y,^' .. / Y: GAS LINE CROSSING ,• I 11,� 1r HDPE. 1 L=35=1.]0% 111 ; ,It • •'1 - i i i , I 70 I QQ 65 3 — 65 —_ 60 60 4 = m 55 $ Z o e c - o 55 : m im _ 8mgz3 c emmo em$ 1 i 50 _....... �� so — mh I e 3^5i 2- 45 ' 45 i I 40 40 - —f— — ---'----'-- ---' —_—.-- _'-------- -- - ! - — ! i ' -- _--- ----- - — ---- 1r HDPE 1r HDPE 5 - 35 .— V2805=1.38% I i ' 3 tr HOPE I L•155=0.50% I L-11 S•A(M 30 L=324 S=1.a6x ' I 30 12'MDPE RC:128J4 I i L•BS•O50% .RC:1183J — 2S 25 j Rr.u6J, I I ; ! 20 20 i I is 10 10 43+31 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+20. ' PHINNEY'S LANE 2 ' HORIZONTAL SCALE. I- 30' VERTICAL SCALE.• 11111 = 10' -. NO. REVISION DATE GN/DR r. JJL/MJC DRAINAGE PLAN & PROFILE (4) PROJECT: Horde Witten Group, Inc. CHECK BY 13— GRAPHIC SCALE ROADWAY IMPROVEMENTS TO PHINNEY'S LANE Y Pe c oAtL: 08-t3-20t2 ' - - Sustainable EftftN,manfal Solutlons 0 1s ao as eo so FEET BARNSTABLE,MASSACHU(SETTS. www.numlaywltten.eDm ?' ;y 90 Route BA SLALE: 1" = 30' �T�T��j1 PREPARED FOR: Sandwich,MA02563 JOB NO: MAX-2010013 PHI 1`I1% 1 S LANE TOWN OF BARNSTABLE w84M-31Wfax600 e , RU N"E' .367 MAIN STREET 'I 508-833.3150 faX looeo-DR.a.9 pAMND NO.: BARNSTABLE MASSACHUSETTS HYANNIS,MASSACHUSE7fs � , ., 32 DF,DD IL j - 3� 4 a+a to • t i - f_ _mil.'4-�.. __ti.2 _ _ —�. �— —� -'i—G%•-i`J — +�''T', , zL t+�3+�s '.�kSi3.w'•' ''r,m. g N. ;`ors N. PHINNErS LANE PLAN SCALE.- 1"=30' 60 60 - i 55 1 55 , i 1 50 — — 1 -- —'-- 50 45 45 i 40 40 i 35 35 I I 30 30 f 51+10 51+50 52'00 52+50 53+0p 53+50 54+00 54+20 1 PHINNErS LANE 3 , HORIZONTAL SCALE. 1"=30' j VERTICAL SCALE.' 1" = 10' PROJECT: NO. REVISION DATE OeseN/DRMM BY., JJL/MJC GRAPHIC SCALE ROADWAY IMPROVEMENTS TO PHINNErS LANE Horsley Witten Group, Inc. near BY. RAC BARNSTABLE,MASSACHUSETTS sasam.ma enahonmanml sommns �- ORE 0 15 30 45 60 90 FEET _ —h—layWlRan.com OB-13-2012 DRAINAGE PLAN & PROFILE (5) 90 Room SA '� scArE: 1" = 30' - PREPARED FOR: Sandwich,MA 02563 NO.: MAX-2010013 PHINNEY S LANE TOWN OF BARNSTABLE sOaa�T sso0.or�a 367 MAIN STREET 508-633-31501- • FRE NAME 10090—oR.a.q BARNSTABLE MASSACHUSETTS HYANNIS,MASSACHUSEfTS DRAWN G NO- of 100 m-tT I - z U O - _ 4 WEIR WALL Z LOCATION :OWS:12.110 INVOUTTOOWS:11.000 N aC, : WEIR WALL OM OMH:12.700 \�\ INV OUT TO DOGHOUSE DMH:12.000 LOCATION FR �•., INV IN FROM DMH:17200 INV IN FROM DMH:12.200 \ R4V IN INV OUT 70 OMH:13.000 A ., i INV OUT TO DMN:12.500 I H INV IN FROM CB:11.110 / p, r/��i < OWS:11.000 EI WALL WEIRWALL 0�4LCC -1. WOCATION O 737� LOCATION F CFRS - A CB:11.1t0 � � Do INV OUT TO DIV•DMH:11.100 i DIVERSION MANHOLE 12.100 - t - NOT TO SCALE DIVERSION MANHOLE 12.600 DIVERSION MANHOLE 13.100 NOT 70 SCALE ' DIVERSION MANHOLE11.100 - � NOT 7oSCALE NOT TO SCALE " STRUCTURE(FRAME&COVER AND/OR CONCRETE FRAME&GRATE)TO SUM FILL DOGHOUSE OPENING AROUND EXISTING OR GROUT - - RAISE OR LOWER RIM PIPE WITH EXISTING PSI CONCRETE OR NON 4. FLUSH TO PROPOSED B'WIDE FULL SHRINKING GROUT.PEWRAP WITH .00DP PIPE CRETEOPRENE' DRAINAGE NETWORK SCHEDULE FINISH PAVEMENT GRADE 6ED OF MORTAR GASKETCONNECT FORE FILLING OPENING. ' DRAINAGE NETWORK SCHEDULE - - MINIMUM PAVEMENT PATCH AB CWNECT PROPOSED CRAINAGE LINE - 17 MIN. MINIMUM FROM TO SIZE LENGTH SLOPE MATERIAL NECESSARY(SEE DETAILS) -(BEE srrE PUN ANDroa scHmuLE) -.I 1-1TMIN. FROM TO SIZE LENGTH SLOPE MATERIAL PIPE COVER I3 PIPE COVER yl' ETDOGHOUSE BASE ON CB:12.T20 OMH:I2.TW 1T 19.05 0.50% 1.]B HOPE BACKFPAV COMPACT PER J" CONCRETE BLOCKS CB:10310 WH:10.200 IT 8.83' 1.W% 1.49 HOPE PAVEMENT DETAILS IXISTING MORTAR FLUSH WITH BINDER 1T MIN. CB:13.1N DIV-DMH:13.100 _ 1T IoW 0.50% 1.00 HDPE OPENING COURSE OF PAVEMENT CROSS SECTION ATEXISTING MAIN S EXCAVATE TO S TO A SCUD BASE \� A (SEEEXIS SIG PLAN) WIDTH CB:10.T20 DMH:10.2W 17 1fi.30 1.W% 1A9 HOPE PRIOR TO SETTING BRICK OR (SEE SITE PLAN) 4.OMW: CO:13.1W DIV-DMH:13.1W 17 1B.ST 2.91% 124 HOPE MORTAR •� CB:10.310 DMH:10.3W 1T 1S.4T 1.W% 1S8 HOPE NOTES: /\ 8' WI �SAWCUT IXISTING CB1B(IX) ON-DMH:11.1W 1T a9.9T O.SM 2.63 HOPE COMPACTED}'-1}'STONE I� O CB:10.320 DMH:10.3W 17 DA, 1.00% 1.59 HOPE I.ANY REPLACEMENT STRUCTURES(FRAME&COVERS AND/OR FRAME&GRATE)SHALL BE DESIGNED FOR BASE I DRAINLINE TO ON-0MH:11.1W DMH(aX):11.3W tT 33.2T 0.50% 1.1 HOPE [, HS20 LOADING. SPRINGLIKE CB:16.410 OMH:1O.d06 10• 18.w 0.50% 1.52 HOPE - - 2.REPLACEMENT STRUCTURES SHALL CONFORM TO MASSACHUSETTS STANDARDS WITH DIMENSIONS TO DN-0MH:1IAO3 OWS:I,," 1T 5.65 0.50% 2.92 HOPE SUIT.(LEBARON FOUNDRY•NEENAH CASTINGS,OR APPR EQUIVALENT): LAST-IKPLACE 17 MIN. CB:10AM OMH:10.400 1P 11.5T 0.50% 1.52 HOPE _ 3.ALL STRUCTUES SHALL BE SET IN FULL MORTAR BED FLUSH WITH THE BINDER COURSE OF PAVEMENT. 6,W0 P51 GONCREre BASE LB:11.110 DIV-DMN:t1.tW 17 5.63' 0.50% 1.59 BORE ON-0MH:11100 DMH:12.0W 1T =I. 05 3.61 HOPE ADJUST TO GRACE WITH CLAY BRICK AND MORTAR(2 BRICK COURSES TYPICALLY,5 BRICK COURSES tTXB?-t 8'SOLID CONCRETE BLOCKS. MAXIMUM)OR PRECAST CONCRETE RISER CENTER WITH RISER WALL H MIN.) SECTION ALONG CENTERLNE OF MAN CS:11.210 DMH:11200 17 20.98 O.S M 1.72 HOPE DN-0MH:12A W OW5:12.110 17 815 0.50% 3.81 HOPE d.RIM SHALL BE FLUSH WITH TOP COAT AND ALL MORTAR SXAI1 BE COMPIETEI.Y COVERED WR11 A LAYER OF NOTE: - TOP COAT PER THE DETAILS. 1. SEE PRECAST DRAW MANHOLE OETAIL(0MH)FOR MANHOLE CONSTRUCTION SPECIFICATION. 01-0MH:12.6W RC:12.631 1T 9.39 0.50% 2.17 HOPE S.CONTRACTOR SHALL INSTALL A PAVED FLUME WITH BERM SURROUNDING THE SIDES AND BACKSIDE OF THE CB:t1.220 DMH:11.2W 1T 14.]3' 0.50% 1.]3 HOPE INLET AS EOUIREO. 2. CONTRACTOR SHALL PROVIDE CONCRETE BLOCK PIPE SUPPORTS AS NECESSARY ONCE ROLE IS CB:12.210 DMH:121M 1T IBM 0.50% 1.. HOPE DN-DMH:12.fi0O DMH:12.5W 17 326.5T 1.4fi% 1.11 MOPE EXCAVATED. CB:12220 DMH:12.2W 1T 1fi.OB 0.50% 1.61 HOPE DN-0MH:13.1W OMB:12.660 1T IW.W 4.31% u9 HOPE MANHOLE COVER OR CATCH BASIN FRAME'&GRATE ADJUSTMENT DOGHOUSE MANHOLE INSTALLATION OVER NOTTOSLALE EXISTING DRAINAGE LINE CB:12.310 DMH:12.3W 1T 162 0.50% t19 HOPE DDI 1:13.1W OW:low.140 17 102T 2.08% 2.10 HOPE NOT TO SCALE CS:12.320 DMH:12.3W 1T 2428 0.50% IA5 HOPE DMH:10.0W CB:10.N0 tr 09.86 0.50% 2.t0 HOPE NOTES CB:12.410 DMH:12.4W IT 15.W 0.W% 1.46 HOPE DMH:10.2W OMH:,O.000 1T 26B.W 0.W% 1.06 NDPE .1.ALL SECTIONS SHALL BE DESIGNED FOR DMH:10.3W DMH:101W 1T 29].W 1.28% 1.48 HOPE HS-20 LOADING. OUiIEf PIPETOWATER Ce:12AM DMH:12.4W 1T &W 1TT% 1.64 HOPE 2.COPOLYMER MANHOLE STEPS SHALL BE NOTES: CURET DRAIN PIPETS DUALITY UNIT INSTALLED AT 12"O.C.FOR THE FULL DEPTH 1.ALL SECTIONS SHALL BE DESIGNED O(SEE MANHOLE DMH:10.4W CB:10.010 1r 91.11' 0.W% 1.88 HOPE B'(AIM.) FOR H-20 LOADING. (SEE RAN FOR 1.(SEE PLANDRAINF PIPE INTO MANHOLE CB:12.530 DMH:125W 17 11.19' 0.55% 1.81 HDPE 26'OIA. OF THE STRUCTURE. - 2.PROVIDE.�KNOCKOUTS FOR LOCATION AND SIZE) (SEE PLAN FOR SE AND LOCATION) DMH:112W ON-0MH:11.1W 11 d7.53' OM% 2- HOPE ACCESS 3.PROVIDE V'KNOCKOUTS FOR PIPES WITH 2� PIPES WITH I MAX.MORTAR ALL TO ••q5- CB:12.540 0MH:12.5W tr 20.91' O.BB% 1.81 HOPE � � r MAX CLEARANCE TO OUTSIDE OF PIPE 4•SOUAE OUTSIDE OF PIPE MORTAR ALL i DMH:12.0W EX HEADWALL 1P t8A1' 1.15% 2.41 CMP(EX) �:.. MORTAR ALL PIPE CONNECTIONS. OPENING A 1 1 • A: CB:12.Bt0 DN-DMH:12.6W 17 12.3d' 114% 1.]B HDPE 1T 'y...%:•-T' 4.JOINT SEALANT BETWEEN PRECAST SECTIONS PIPE CONNECTIONS. DMH:122W DN-DMH:12.1W 1r T0.3d' o.Wx 2.W BORE SHALL BE PREFORMED BUM RUBBER. 3.JOINT SEALANT BETWEEN PRECAST CB:12.620 DN-DMH:12.8W 1T ].04' 1.]0% 1.74 HOPE - -T ! WDIA.(MIN.) 5.DRAIN MANHOLE FRAME AND COVER SHALL SECTIONS SHALL BE PREFORMED fi•MIN. DMH:12.3W CMN:12.2W 1T a12B' 0.50% 2.57 HDPE i BE SET IN FULL 12"MORTAR BED. ADJUST BUM RUBBER. CB:12.]10 .DMH:12.]W 1T 15.W' 0.W% 1.n HOPE TO GRADE WITH PRECAST CONCRETE RISER AI TFRNATE ECCENTRIC GONE SECTION 4.CATCH BASIN FRAME AND GRATE 12'WIDE ALTERNATE TOP SLAB OR BRICK. 24•SOUAE MORTAR BED.ADJUST BE SET IN LTO GRADE 6.DO NOT PLACE MORTAR BED AROUND OPENING STRUCTURE UNTIL IT IS AT THE REQUIRED N711/PRECAST CONCRETE RISER OR 24'01 FINISH ELEVATION AND ALIGNMENT. W(MIN.) !' BRICK. DRAINAGE NETWORK SCHEDULE - ACCESS ].FRAME AND COVER PER THE SPEOFlCATIWS. 17 5.FRAME AND COVER SHALL FWISM CONFORM TO IAASSACHUSETTS aB'DU.(MIND' GRADE 6• B' - STANDARDS HEAVY DUTY(EAST BYPASS WEIR WALL MINIMUM LOAMBSEEO: JORDAN,NEENAH,OR APPR. PLAN FROM TO SIZE LENGTH SLOPE PIPE COVER MATERIAL 6'MIN.DEPTH ALTERNATE TOP SLAB EDUI ) 8.CONCRETE PIPE;HOOD SHALL BE SEE NOTE 5.6. FINISH GRADE "SNOUT OR APPROVED FINISH GRADE NOTES: DMH:12.4W OMH:12.3(10 17 35035 OS2% 2.67 HOPE. - -- - - it EQUIVALENT. HOPE PIPE HOOD t. SEE PRECAST DRAIN MANHOLE '1:- 1 COLLAR�� SHALL BE 90'BEND FASTENED TO DMX:I2.SX) DMH:12.4W 1T 49.7T OSt% 222 HOPE 2� 4 DTI- PIPE WITH SEALANT. BEND SHALL DETAIL IO&1X)FQft MANHOLE Q CONSTRUCTION SPECIFICATIONS, WH:12.TW DIV-0MH:12.8m 1T 28A.41' 1.30% 1.69 HOPE Gi2� HAVE 1 IN PURGE MOLE DRILLED$ERE HOred�! 3 2. PIPE DIAMETERS AND INVERT LAN IX CB:10.W1 DMH:10.W0 17 13.16' 0.50% t.T6 HOPE _ =Wy SrevS(SEE Y.. I INTO TOP OF ELBOW. GG ..More 2) IN GRASS ELEVATION PERALL BE IX CB:10.W2 DMH:10.0W 1T B.-T3' 0.50% 1.79 HOPE w� ;d 3. CONCRETE REINFORCED WALL SHALLH O CONCRETE REINFORCED E WITH 26'MIN � STEEL OR OTHER ENGINEER i SEE NOTE d. C APPROVED MATERIAL OWS.11.0W DIV-OHM:11.1W 1T ].]B' 0.50% 2.65 HDPE ALCESSMANHOLEOR re SHELF TO BE CONCRETE FORMED AT U - ; - REINFORCING BAR SIZE AND FINISH GROUND SURFACE FRAME&GRATE - _ SPACING TO MATCH THAT OF THE zzp F A OW5:12.110 DMH:12.0W 17 82d' DSO% 3.65 HUHG - : �1 'c;Y - u�pa1Wyy 48'01A 9AW) - GLom OF I-PER FOOT. ~�,m SEE NOTE 9. MAN HOLE STRUCTURE OWS:13.140 RC:11141 1T 2.S1' O.S&K. 2.62 HOPE W< 1}-- 6601A(MIN.) RC:t2.831 RC:12.632 17 6.50' 0.W% 2.40 HOPE ' HOUO 011IT.ETFIE PRECAST DIVERSION �.Da Moa) 4. ALL WFJR WALLS SHALL BE 11L� Q WEIR WALL DOWELED INTO THE BASE AND • I ;DIA.VARIES S- (SEE SCHEDULE&NOTES) . SIDEWALLS OF TE MANHOLE RC:12.632 RC:12.633 1T 8.W 0.W%. 2.51 MOPE '° �� DIA - STRUCTURES. VARIER OUTLET GRAIN PIE 6. TOP OF WEIR WALL ELEVATION UI INVERT - WITHIN THE DIVERSION MANHOLE RC:12.633 RC:12.6N 17 5.51' OAXH6 2.81 HOPE CORE HOLE IN -Q �' (SEE PLAN&NOTES) L PER PLAN. G r `1`' :RC:13.t41 RC:13.142 17 0.W O.00% 2.84 HOPE EXISTING STRUCTURE yI � BEEN OTE 2. T,;�'-+ RC:13.142 RC:13.td1 17 O.SP 0.W% 3.13 HOPE EXEMINGORAINAGE f� RC:13.163 RC:t3.140 1T 0.W 0.00% 3.41 HOPE PRCOONNNECTION i PIPE +.�:, '>.._: SEE NOTE 3. STRUCRIRE d'MIND f� • YY +r,�� 0:$ 61 IN.COMPACTEDINUETORA PIPE .i ' (SEE PLAN&NOTES) RC:t3.160 RC:t9.165 IT 0.50 0.W% 3.7d HOPE TRENCH _ ., A Z1 bO�j.. Ag1y B V 6AP/�1 ., • 3M'CRUSHED STONE 17 ' NECESSARY IX.DRAW OUTLET ` 23 SUMP ELEVATION �q I4 Q $, r Q rOF3W c•\, CEMENT CONCRETE INVERT - ;.��-,4;.: •,.;j CRUSHED STONE GROUT CWNECTI COMPACTED CRUSHED STORE Db4 Q � $ss.. 1`8� & WMIN.COMPACTED AFTER PIPE INSTALLATION I m� L n bgT`B,tl' 0 L ff .. 314'LRUSXED STONE OIlfLEf PIPE TO WATER DUALITY UNIT d ' yM' COMPACTED SU IGRADE � .C "` _ �a .. '�' v., COMPACreD SU6GRADE (SEE PLAN NOTES) O I \APPROVED COMPACTED SUBGRADE SECTION-A-A' ' CONNECTION TO EXISTING - + PRECAST DRAIN MANHOLE(DMH) PRECAST CONCRETE CATCH BASIN(CB)WITH HOOD PRECAST DIVERSION DRAIN MANHOLE DRAINAGE STRUCTURE DETAIL NOT TO SCALE Nor TO suuE NOT TO SCALE NOT TO SCALE -' N0. REVISION DATE DESICN/DRAWN BY: JJL/MJC PROJECT: ''A CHECK BY: RAC GRAPHIC SCALE r ROADWAY IMPROVEMENTS TO PHINNEYS LANE Horsley Witten Group, Inc. ' DIVERSION STRUCTURE DETAILS BARNSTABLE,MASSACHUSETrs , Sustainable Enamnmental Solutions ` DAB 08-13-2012 1 www.honaleywloen.com SCALE. 1" = 10' 0 15 30 45 60 90 FEET 1 90 Rauf.6A t JOB NO.: MAX-2010013 1 PREPARED FOR: sandwich,AM 02593 PHINNEY S LANE TOWN OF BARNSTABLE wB-833.66o0voice 367 MAIN.STREET!;! 508-833-3150m% FILE"AKE 1D09o-0R.a.y BARNSTABLE MASSACHUSET TS HYANNIS,MASSACHUSEnS 1 ORAMNG ND.: . 4_ � 34 OF 100