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0145 RIVER ROAD - Health
�5°I- oa5 TOWN OF BARNSTABLE 41 d � q ASSESSOR'S MAP LOT INSTALLER'S NAME dt PBONH NO. SEP'T C TA14K CAPACITY LHACIiING FACILITY:(tq�1 NO. OF BEDROONS BjjUdAUR OR OWNER PATE PERMIT ISSUEC: C— DATE COMPLIANCE ISSUED- VARIANCE GRANTED: — ______ —_ 140— �_---- � - d �� � �/ Y! , g � �'�� � a � � CJa c ��_ k ' � '� :� No&F Fw3 0 ........ THE COMMONWEALTH OF MASSACHUSETTS ® �AR® �� A T . ...............I --- ----.............OF...... ----------- . Appliration for Uhgpnial Works Tumi rurtion Famit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal tem SyS1... t ----------------------------- -••• ......-----------------------'------'------- - •------- - � L.. or Lot No. _........ ....... ddress .......•.................................... W er a •... ............. 1._.._....... Installer Address Q Type of Building Size Lot 5,40.Db.......Sq. feet U Dwelling ...............Expansion Attic ( ) Garbage Grinder ( )�o. of Bedrooms.._�........................ '4 Other—Type T e of Building No. of persons............................ Showers t� YP g --------------------------•• P ( ) — Cafeteria ( ) 04 Other fixtures ............................................ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 9 Septic Tank—Liquid capacity/jV.00.gallons Length................ Width.......c._....__ Diameter_..-__-.________ Depth---------------- Disposal Trench—No.....I.............. Width_... ......... Total Length_._ ./......... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.______--___-__-.-_- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by........................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water_-_._._____-_-_-_.__-. (% Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------ �6!---� - -- _ O Description of Soil---,1Q --------------------------•------------------------•--.------ ------.---------------.----- x U --•-•-•----------------•-••-----•---•--•-...-----•-••-----••••---•------------••---...---•--•••---•-•---•----------------------•----•----•............................................................. x •-•--•-----------•--• --•--•••-----•---•--...--••-•----•---------------------------•---....._...----••.... ---•----- •--•-- - U Nature of Repairs or 411terati s—A w-r whe ap licable .- .............. --- - --- --- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of L i:LZ 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been s ued 1w the b and iealth. Signed_..... ��� -- --'-------------------------- -_. . ..... ..---- . D Application Approved BY ....... ---•---'. .......✓.--•---.... ...----�� _.� .. Date Application Disapproved for the following reasons:----•--------------•---•---...-•----.....-----•---.......-----'---------------------------...-•-------'---•-•- ................:...........................................................I............................................................................................... ............................ y� Date PermitNo.--- '-'.......... ....-✓-/ -....._..._...... Issued....................................................... Date ---- j NIZ.F.. E r Fim o IY , THE COMMONWEALTH OF MASSACHUSETTS QARD 4Z - .......... vV.�-J......OF..... .......................... J/-... .. Applirattinn for Uispoiial Vorkg (fnnstrurtinn Prrutit Applications is hereby made for a Permit to Construct( ) or Repair ( ) an Individual Sewage Disposal Systemft ---•---•-------••------------------ ---�- -- q --•- ------------------ - ------ r ----- - ---- �� (?C/�ocatid -Address or Lot No. ' L ....----•..........: .......................................... -••- dr----------•-- (� �•! '! 1(./�' � er� r� ,f� ddeJsl Installer Address Q Type of Building Size Lot: .2_Q_cd-------Sq. feet U Dwelling�No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )U PL44 Other—Type of Building No. of persons____________________________ Showers — Cafeteria Q' Other fixtures ------------_.......................................................................................................................................... W Design Flow................. ____________________gallons per person per day. Total daily flow............................................gallons. 0� Septic Tank—Liquid'capacity/P 2!?.gallons �ength........._------ Width------_:......... Diameter---------------. Depth................ Disposal Trench—No._..)______________ Width___?............... Total Length__l-.L......... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit................_--- Depth to ground water_._-_-.-__---____-__-_-. �Y4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water...-_-_-__________:_- $X P------ __ 'Z Description of Soil '" rr!v -t � �1J'� x W ti 4 R . ------- ----------- U 1 Nature of Repairs or Al rati s f r wh a licable.__.�___ ..................................... Agreement. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T 1TL: p of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been is ued thoard� health. Signed......... ---------- -----=f•------ --------•- ---- -- -- --___ Application Approved BY 1../ -. ... f ------------------- Date Application Disapproved for the following reasons:__..____•______•______••_______•____•__•___________•__-••--•--•--•------------------•.__._._._..______......-___ --•--------•--•---------•--...----•-•---......--•---------------••--•--._.....-----------....•--•---------•-•---•-----------•-••--•-••-----...•--•-•-----•-••••-----•.__.._---•--•-'-_--------------- Date -- - Permit No.-- .?�....VD�................. Issued------------------------------------------------------- Dste THE COMMONWEALTH OF MASSACHUSETTS OF ................(/1/./rV oFR6v. VT'l. l ............................. Trdifirate of TuntpliFanrr TH S T rC RTI hat the Individual Sewage Disposal System constructed ( ) or Repaired) bY•------- L.•••- •------•---• _ at •-1-_5-------------------------- /0s__• �-----�n_ It ...........------------------------•-------•-•-------•---------------•--•----•------------- has been installed in accordance with the provisions of T eate Sanitary Cj�d as d the application for Disposal Works Construction Permit No.. .J ted.__�✓✓+ .�___.__. da -_..C�._,b ........ ------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE......................�.:..��.'..Q ................................. Inspector--------------- -- ................................................... THE COMMONWEALTH OF MASSACHUSETTS �)�') ARD ME..1/W /�..... OF..................... U.J ` 0 IN ' n ttr#irrn rrntit Permission is hereby g ran e •-------•---------------•---•-•-------------.•.-•-------....••-...............--•--- to Construc or a14y- �iJ an I ual rage�}spo S}�stem at No........ -- •-• ••--- .!!.. _ ��_ Q---!.!./_.f--- - -------- ?-----�------------ �... as shown on the plication for Disposal Works Construction Perm Q v-__- -°_ a ... 'A.. -_ Board of H alth DATE----- `-�!_ ../�`? ----------------- FORM 1255 HOBBS & WARREN. INC., PUBLISHERS • 1.,. � -v .�r tr i •-,y7.F JIMA 9• k� " `/ A MILLS ,y�yy��Wy„t,f,;,•:.'-.`-� ,.�'..1:# �� ;'� m_ v.o.,.•-ti,. ... ixTu yy - t`�' y 1 "Wai!a'" Ly.. '`"�F"'�e Y �k .,�F �b�, 1��,��' s u �x Rim el r 1° „+'"��-="Ii '�«' � ra•}L #vfrx +f� -;wy r.7 K�, '!^ a +f�' fR �,€y''f t',. ` ?r �+..r �e"�'aY�A. � r aw�d ski` •ti'��s Y�",s y..� r, d�'*�' s R r�' ' \` k dos,;`Y" w�•.+€ '� >+rt� �F' � ° fl'!'ti ";r � ;+�� ,s,�yP "' t •`�. .� • � �4 ,sue, 1 �• 6 I 7fi' t Ell'OrSI-ey'Wittell Toy, p _ �S � t a a o u ions -� Sustain ble Environment 90 Routy GA • Sandwkh MA •02563 _ . .. Tot,:5f)8�f)33-66p0 •.Fltz;508433 3t50 • wa�w.horlmYvnNon.tor». March 12, 2015 Barnstable Conservation Commission 200 Main Street Hyannis, MA 02601.:° Re:i Notice of Intent:Application—Marstons Mills Village Roadway Improvements Route 1494 Marstons.Mills (Barnstable),:Massachusetts Dear IVlembers:of the:Conservation Commission: : On behalf of the Applicant, the Barnstable Department of Public Works,.the Horsley Witten • Group, Inc. (HW) is submitting the enclosed Notice of Intent (NOI) and supporting documentation for the proposed roadway improvements on Route 149 from River Road/Main • Street:south to Route 28 in Marstons Mills, Massachusetts. These improvements are proposed • as part of a comprehensive plan to improvevehicular circulation at the intersection of • 149 (Cotuit Road) and Main Street/River Road; provide:sidewalksto create a pedestrian- oriented village center, and improve stormwater management. The Project Area:is currently comprised of existing roadways, sidewalks, and vegetated right-of-ways along the roadway. The proposed roadway redevelopment*project s.intended to increase the vehicular and pedestrian public safety of Route 149 whilesimultaneously limiting increases in impervious: area and providing a::higher level of.stormwater treatment: r A portion of the proposed work_will occur within the buffer zone to Bordering Vegetated Wetlands (BVW) along Mill Pond, as well as within the Riverfront Area to the Marstons'Mills River. These areas are jurisdictional'Under the Massachusetts Wetlands Protection Act (WPA) • and the Town of Barnstable, Massachusetts, Chapter 237: Wetlands Protectionand Chapter 704: Regulation Governing Activity in the 100 Foot Buffer Zone. .In.addition; the site.is mapped as both Estimated Habitat of Rare Wildlife and Certified Vernal Pools and Priority Habitat of Rare:Species; and a copy of the N01 has been forwarded to the:Massachusetts Natural Heritage i � and Endangered Species Program (NHESP) for their review:and comment: .. .. . ..: ... .. .. Enclosed please find nine(9) copies of the NOI application and supporting documentation for these sites: As the Applicant:is a municipal entity, the project is exempt from:filing fees. The - Applicant will send notification of the pending public hearing to abutters:in accordance with state and local filing regulations. - - Barnstable Conservation Commission March 12, 2015 r Page 2 of_2 Thank.you for your consideration of this:NOIplication. We loo a k forward to meeting with you p • next month. if you have any questions and/or require additional information.pertainmg tothis w. stabmittal;please contact MW.at (508):833-6600. Sincerely, . HORSLEY WITTEN GROUP, INC:__ Amanda Crouch.=Smith, PWS - Project Scientist Enclosures cc: DEP, South east..RegionaI Office : Emily Holt, NHESP Roger Parsons, P.E., Barnstable DPW Barnstable Coastal Health:Resources Coordinator p. H:\Pr McMahon-lvlarstons Mills vi lage\Permi'tting\NOT\Source\02_140924_CoverLetter_12075.doc _. Town of Barnstable IAEWbTABIB, Conservation Commission 039. 200 Main Street Hyannis Massachusetts 02601 i Office:: 508-862-4093 E-mail: con8e!-.vatioii@town.bamstable.ina.us FAX:: 508-778-2412 0 CHAPTER 7 7 Regulation Governing Minimum:Submission: Requirements for a Notice of Intent Application �I0 The Barnstable Conservation Commission has adopted the following requirements ui order to obtain more consistently complete subnussion documents necessary for a thorough and efficient review of all Notice of.: i � Intent OI a lications. Failure to com fete an of the items in this checklist in result in our ..) pp. A Y Y Y S application being denied. .. . _ .. Applicant or applicant's agent should check each box denoting that the task has beeacompleted or hi certain instances,like field staking,denoting that the task will be completed: The following submission checklist covers the requirements of Chapter 237,Wetland.Protection;of the General Ordinances of the .: • Code of the Town of Barnstable:This checklist shall be submitted to the Barnstable Conservation Division with the NOI application. -: 1. .:: Requirements:. i _. .. a. The applicant understands,unless they've instructed otherwise,they are applying both under the Massachusetts Wetlands Protection Act M.G.L.c.131,§40 and Chapter 237 of the Town of Barnstable General Ordinances. b.. Attach a written narrative to the Notice of Intent Application(BRP WPA Form 3),found' at ivmy.mass, ov/de describing an : ro•ect impacts and ro osed mitigation as they. g P,, Y P p relate to: g' p J P M, 1. Any of the interests of Chapter 237 of the of the General Ordinances and the _. MA:Wetlands Protection Act 2. The performance standards contained in the MA Wetland Protections • Regulations(310 CMR 10.) 3. Regulation Governing Activity in the:100'Buffer Zone.. (�'�� ❑ 4. Chapter'703:Private Docks and Piers... S. Any other ttpplicablesegulations(310,CMR.10 or as promulgated under. Chapter 237 of the General Ordinances). i ❑ . c.. Enclosed proper payment to cover the fee for Chapter 237.filings, Consult current fee - schedule.: • ToWA 0Arc d Please indicate who is to record the order of conditions(check one): Applicant Agent.. . . 2: Abutter Notification(See Abutter Notification Regulation). . r a. Contact the.Conservation:Division office(508)862-4093 regarding the docketing . :process. : b Provide a copy of the list of:abutters within.a 100'radiits of the project site. C. Provide two:copies of:the Assessor's:Mat)indicating the parcel of the project site:and showing the 100':radius perimeter line, dd. Provide a copy of the abutter notification letter. Use the form letter provided in our Abutter Notification Regulation. e. Bring the green return receipts,from the.certified mailings to the abutters,as proof of notification to,:the public hearing. If any iailings are returned, bring the entire .envelope;indicating by.postal service stamp the reason for return. You will retain:the: receipts.:afterwards,_not the Conservation Commission. . . . . J. I further certify the.penalties of perjury that.all abutters were notified of the Notice of intent Application,pusuant to the requirements of Chapter 237 of the General Ordinances: Notice.must be made in writingby certified mail to all.:abutters within 100 feet of the p opertyline i pr 'ec ocation. ytr � 15� Signature of Applicant or Representative. Date 3. Field Staking:.: a. 04 or before Tuesday,,8:39 a.m.one week prior to the scheduled public hearing,have your project staked by:a Registered Land Surveyor showing all outside corners of all proposed structures:and the continuous:proposed"limit.of work".line. b. Have a wetlands scientist or other qualified professional flag all wetland resource areas on or within 100'of the:work area: Make sure:that the flags are sequentially numbered. i c. . .. Provide a project identification stake with bright painted top and.applicant name and address easily:visible from the street accessing the site. 4. 'Legal Advertisement Fees: a. While we take care of the ad's publication,you are responsible for its payment.Pay by check at the hearing.The amount will be:calculated at that time. 2 : :: 5. Minimum Documentation for a Complete Application: d• a. Provide a completely filled out(in all parts)Notice of Intent application as locally .. adopted for the:Town of Barnstable:including DEP Vegetated.W etland Field Data Form. Indicate.assessor's map and parcel number of the project as well as the street.address. � . b; Provide protect plans stamped by a professional engineer,land surveyor;architect or powm$C landscape architect(as applicable).Plans shall be drawn at a readable scale(1"=20' 9 referred For mul&acre sites a second site plan,drawn at larger scale showingthe tom/ preferred) �.. P , entire site;should also be provided. . 6. The site plan shall also show:: .. [✓]/. I.: All existing and proposed contours(at 2'minimum intcrvals,V preferred on ..: r. iden )es tial saes . [� 2. Clear delineation of all existing and proposed structures and features. Building structures must be accurately dimensioned(fixed location)from property lines and wetland:resource areas. Plans shall be in sufficient detail to show all potential wetland impacts,mitigation;compensatory areas,engineered structures,utilities,landscaping,etc.within the area of jurisdiction.: On complicated sites;existing and proposed conditions should be shown on separate sheets. 3. Locus-inset map of the site clearly showing its location.relative to surrounding pubhcstreets, 4. All wetland resource area flags by individual flag number(matched to the field):: to clearly identify all resource areas on or within 100'of the work area. 5. Section views showing changes in grade,cuts and fills. 6. Plan revisions clearly noted and dated in the revision block.The individual who stamped the plan must re-initial. A Revised Plan Submittal Sheet must be:: attached: 7. At least one copy of the submitted site plan printed with original signature or • over original professional seal,_ c. : Provide detailed,written street directions to the locus(site). f d; Provide a copy of a U.S.G.S.locus map indicating:the general area of tiie project site. . e. Provide:a check for the Town of:Bamstable portion of the required filing fee. (The r ..portion payable to the.Commonwealth goes elsewhere.) -: f. . Provide.any other.documentation,:photographs,architectui I renderings or other supporting data prepared by professionals:competent in:the field which may be relevant ... • to the application. 3 ... ... ... ..: ... ... ... is 7.::. .:: Snbtisissioir of copies of the completed application with plans: a. Providetwo Notice of Intent applications with plans folded to the Barnstable::_. Conservation Division Office for the permanent file. b. Mail two copies of the Notice of Intent:with plans to the D.E.P:Southeast Regional Office,20 Riverside Dr.,Lakeville,MA 02346 Send DEP portion of filing fee to: Dept,of Environmental Protection,Box 4062;Boston;MA 02211 . :: [✓ :: C. Provide seven additional:Notice of Intent copies(with folded plans and all pertinent data attached)to the Barnstable Conservation Division Office for distribution to and review by the Barnstable Conservation Commission members: Any supplementary documentation for riremberreview should be submitted oil or before Tuesday at noon, two weeks:prior to the scheduled public heating. .46 d: For roadway coristi.action or repair projects;provide one copy of the Notice ofIntent and plans to the Coastal Health Resources Coordinator c/o the Board of Health, ' ❑ e. For coastal piers,dredging,coastal engineering structures or other coastal erosion control projects;provide one copy of the Notice ofIntent and plans to the Shellfish Biologist c% Natural Resources Division Office, 1189 Phinney's Lane,:Centerville,MA 02632 f, For coastal piers and dredging provide_one copy to the Harbor:Master,c/o the Harbor: : .. Master Division,1189 Phinncy's Lane,Centerville,MA 02632 ..: .: ... t Submitted dieday of in the year E in accordance with the AD Town of Bai�stable`:`Regiilation Governing Minimum Submission Requirements for Notice of Intent Application"by: . (� c LVAA vt✓k- tI4� P (Prin Narn ) .. O er!'Applicant Signa re: / Telephone Number tl l Y `bid• �� Is t33 L Owner's Autborized'Agent natu 1 Telephone tuber • Approved: . May 28;1997 Revised: March 14,2006 Revised(fees} August 4;2009. .. . _. 4 Massachusetts:Department of Environmental Protection Provided by MassDEP: 1 �- Bureau of Resource.Protection -Wetlands .. MassDEP File Number WPA Form 3 . Notice of intent 'S Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. 6.: 131, §40 Barnstable V City[Town Important:- When..filling out A General. Informati:on . 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 Route 149 (between River Road & Route 28) Marstons Mills 02648 cursor-do not use the return a.Street Address b.:City/Town c:Zip Code key. 41°39'05.$4„ 7002451.85" Latitude and Longitude. d.Latitude e.Longitude: Not Applicable=Road.Rig ht-of-Way.: N/A f:Assessors Map/Plat Number;; g.Parcel/Lot Number 2 Applicant: . Roger Parsons, P.E. a.First Name b.Last Name Note: Town of Barnstable Department of Public Works- Engineering Before c.Organization comple'uing this . 382 Falmouth Road form consult your local d.Street Address , Conservation Hyannis MAI 02601 Commission e.City/Town f.State g.Zip Code regarding any. . .: municipal bylaw. (508) 790-6400 (508) 790-6406 Roger.Parsons@town.barnstable.ma.us • or ordinance. :. . h;Phone Number i.Fax Number j.Email Address 3. Property owner(required if different from applicant); El 1 Check if mo a than one owner: ; a.First Name b.Last Name .. Town of Barnstable C.Organization d:Street Address e.City/Town f.State g:Zip Code h.Phone Number i.fax Number .. J. Email address 4. Representative_(if any): • Amanda Crouch-Smith, PWS a.First Name b.Last Name Horsley Witten Group, Inc. • : c:Company .. 90 Route 6A . • d.Street Address -Sandwich MA 02563 • e City/Town f.State . g.Zip Code (508) 833-6600 (508) 833-3150 acsmith@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..1.1/24/2014 : .-: Page 1 of Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource.Protection =Wetlands''.- M • assDEP File Number WPA Form 3 Notice of Intent D Transaction r 1 _ ocumen#Tra.risa nNumbe Massachusetts Wetlands Protection Act M:G.L. c.: 131, §40 Barnstable ... ... ..: _. ..: .CitylTov✓o • A. General. In ormation (continued) 6. General Project Description: The Town proposes roadway improvements from River Road/Main Street south'to Route 28 as part of:a comprehensive plan to improve vehicular circulation,provide sidewalks to:create a.pedestrian-: oriented village center; and improve stormWater management 7a. Project Type Checklist: (Limited:Project Types:see Section A. 7b.) A. ❑ Single Family Home 2. ❑ Residential Subdivision ... 3:: .❑ Commercial/Industrial 4: . ❑ Dock/Pier 5. ❑ Utilities 6. ❑ Coastal engineering Structure 7 ❑ Agriculture (e.g., cranberries, forestry) 8. :❑ Transportation • 9. Z Other 7b. Is.any portion of the proposed activity eligible:to be treated as a limited project(including Ecological Restoration Limited Project) subject to 310 CMR 10.24 (coastal)or 310 CMR 10.53 (inland)? If yes,_describe which limited project applies to this project.;(See 310 CMR �. ❑ Yes: ® No :: 10.24 and 10.53 for a complete list and description of limited project types)_: 2. Limited Project Type If the proposed activity is eligible to be.treated as an Ecological Restoration Limited:Project(310 I CMR10.24(8); 310 CMR 10.53(4)),complete and attach Appendix A: Ecological Restoration Limited Project Checklist and Signed Certification .8. Property recorded at the Registry of Deeds for. Barnstable':. .. r a.County Ce .. ( land). b rtificate.'# if registered d) Not Applicable - Right-of-Way.: .. . .. c..Book d. Page Number . ... ... .. _: B. Buffer Zone &.Resource Area Impacts:(temporary ermanent P , � P Y & P ) 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. ❑ :+eland Resource Areas (see 310:CMR 10:54-10.58; if.not applicable, go taSection:6.3, Coastal Resource Areas). .. ... ... ... ... ... .. Check all that.apply below. Attach narrative and any supporting.documentation:describing how.the project will meet all performance:standardsfnr each of the resource areas altered, including standards.requiring consideration of alternative project design or location.° .. wpaform3:doc•rev.:1.1/24/2014 : . Page 2 of 9-: : . :: .. .: 0 Massachusetts Department of Environmental:Protection Provided by MassDEP: `. Bureau of Resource.Protection -Wetlands. M assDEP File Number • � WPA FOrm 3 - Notice of Intont t. I Document Transaction Number Massachusetts Wetlands Protection Act MG.L. c. 131, §40 : - Barnstable ... ... CityCrowo B. Buffer Zone & Resource°Area Impacts (temporary& permanent) (cont°d) .. Resource Area Size of Proposed Alteration Proposed Replacement(if any) a ❑ Bank 1. linear feet 2.linear feet For all protects affecting other b. ® Bordering Vegetated Buffer Zone only° • Resource Areas Wetland 1.square feet 2,square feet • please attach a narrative c ❑: Land Under • explaining how 1:square feet Wate�tiodies and 2.square feet the resource . Waterways. area was3.cubic yards dredged delineated. Resource Area. Size of Proposed Alteration Proposed Replacement(if any) d. ❑ Bordering Land Subject to Flooding: :-: 1.square feet ?,: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 ® ... . Marstons Mills River ... .. . 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: 31,949 SF square feet 4. Proposed:alteration,of the Riverfront Area: • 9:,913 SF . 6;298 SF .::. 3,615 SF a.total square feet b.square feet within 100 ft. c.square feet between 100.ft.and 200 ft. is 5. Has an alternatives analysis been done and is it attached to this NOI? ® Yes El No .. .. . .. ... .. ... s:Was:the lot where the activity is,proposed created prior to August 1:; 1996? Yes.❑ No. ..: .. 3. El Coastal.Resource Areas: (See 310 CMR 10::25-10.35) i i wpaform3:doc•rev.:1.1/24/2014 - Page 3 of 9: . MassachusettsDepartment Of. P Environmental Protection rovided by MassDEP: - Bureau of Resource Protection Wetlands M Fi le�ile Number WPA Form 3 -. Notice of Intent • 4 Document Transaction,Number MassachusettsWetlands'Protection Act M.G.L. c. 131, §40 Barnstable .. CityLTowo B. Buffer Zone & Resource:Area Impacts:(temporary & permanent) (cont'd) I* Check all that apply below. Attach narrative and 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. .Online Users: Include your: Resource Area Size of Proposed Alteration Proposed Replacement(if any) document:. .0 transaction number Ia. Designated Port Areas :Indicate size under.Land Under the Ocean, below _. (provided on your - receipt page) E. ❑ Land Underthe 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 :Size of Proposed Alteration Proposed Replacement(if anv) • . f. ❑ Coastal Banks 1. linearfeet 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 .Containin ..: Shellfish. 1.square feet k. ❑ . Fish Runs Indicate size under Coastal Banks; inland Bank; Land Under the: Ocean, anftr inland Land Under Waterbodies and Waterways;: :above 1 cubic yards dredged 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 49 a.number of new stream crossings b;number of replacement stream crossings wpaform3.doc•rev.:1.1/24/2014 Page 4 of 9 :� . . ... .. ... ... .. . _. ... ... ... . . . .. .. . .. .. . . . .. . . . . . . ... . .... : :.:: . . .. .. . .. .. .. .. . .. Provided by MassDEP: Massachusetts Department of Environmental:Protection • .. Bureau of Resource.Protection - Wetlands .. MassDEP File Number PA Form: 3 - Notice of Intent It - - _ -: � - Document Transaction Number ... Massachusetts Wetlands Protection Act M.G.L. c.: 131, §40 Barnstable . CitylTown C. Other Applicable.Standards and Requirements ❑ This is a proposal for an Ecological Restoration:Limited Project. Skip Section C and complete:Appendik A: Ecological Restoration Notice.of Intent—:Required-Actions (310 CMR- 10.11). 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, seethe Massachusetts Natural Heritage Atlas or go to http://www.mass.qov/dfwele/dfw/nh6sp/regblbt6ry review/priority habitat/online viewer.htm. If es, include roof of mailing or hand delivery of NOI to: a. ® Yes:: ❑ No Y. p Natural Heritage and Endangered Species Program • Division of Fisheries and Wildlife October 2008 1 Rabbit Hill Road b. Date of map :Westborough, MA 01581: • If yes, the project is also subject to Massachusetts Endangered Species Act(MESA) review(321 CMR 10.18). To qualify fora streamlined,30-day, MESANVetlands Protection Act review,:please • complete Section CA C, 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 N01, 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). • 16. Submit_Supplemental Information for Endangered Species Review' 1.. Percentage/acreage of property to be altered:. (a)within wetland'Resource Area percentage/acreage. (b)outside Resource Area g percents a/a creage: 2: ®: Assessor's Map or right-of-way plan of site 2. ® 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 - Some projects not irr Estimated_Habitat maybe located in Priority Habitat,and require NHESP review(see http://www.mass.qov/dfwele/dfw/nhesp/nhbsn.htm, regulatory review tab). Priority Habitat includes habitat for state-listed plants and strictly upland species not protected by the Wetlands Protection Act. 7 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. wpaformIdoc•rev. 11/24/2014- - - Page 5 of g: . _. Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource.Protection -Wetlands .. M File assDEP � Number ' WPA Form 3 - Notice of Intent r Document Transaction Number Massachusetts Wetlands Protection Act M:G.L. c. 131, §40:: Barnstable . City/Town C. Other Applicable.Sfandards and Requirements (cont'd) (c) MESAfiling fee (fee information available at • http://www.mass:qov/dfwele/dfw/nhbsp/regulat6ry review/mesa/mesa fee schedule:htm Make check payable to "Commonwealth of Massachusetts _NHESP"and mail to NHESP at above address, . Projects:alte.iing 10:be more acres:of land;:also.submit.. . (d)❑ Vegetation cover type map of site (e)❑ Project plans showing.Priority & Estimated Habitat boundaries: . (f) 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.qov/dfwele/dfw/nhesp/regulatory review/mesa/mesa exemptions.htr ; 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. 14 34011 • a.NHESP Tracking# b. Date submitted to NHESP s:❑ Separate MESA review completed: Include copy of NHESP"no Take" determination or valid Conservation & Management Permit with approved plan: 3. 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 01 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 N or 14 Gloucester, 01930 New e. o es er, . Also.if yes, the project.may require a Chapter 9.1 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. . paform3:doc•rev.:1.1/24/2014 : . - Page 6 of 9: .-:� • Provided by MassDEP: Massachusetts Department of Environmental:Protection -� Bureau of Resource.Protection -Wetlands . . . • M File umber. MassDEP N .L . • � WPA Form 3 - Notice of Intent Document Transaction.Number. • Massachusetts Wetlands Protection Act. M.G.L. c. 131, §40: Barnstable City/Town C. Other Applicable..Standards and Requirements (cont'd) 4. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? Online users: If yes, provide name of°ACEC (see Instructions to.WPA Form 3 or MassDEP a ❑:Yes ::® :No • Include your Website forACEC locations). Note: electronic filers click on Wekisite. document • : transaction: b.ACEC number: • (provided on your 5. 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 . 6. Is 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, § 106 • a. ❑ Yes: ® No • • 7. 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 ManagementHand book_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 • 2.E] 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.: II • D. Additional Information .. . This is a proposal for an Ecological Restoration Limited Project. Skip Section D and complete Appendix A: Ecological Restoration Notice of Intent Minimum Required:Documents (310 CMR 10.12). • 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. • wpaform3:doc•rev. 11/24/2014 Page 7 of 9: . . • • Massachusetts Department of.Environmental:Protection Provided by MassDEP: • Bureau of Resource.Protection**-Wetlands M assDEF File Number r r. WPA Form 3 —Notice of Intent ' Document Transaction;Number Massachusetts Wetlands Protection Act:MG.L.'c.: 131, 40: • Barnstable CitylTowo . • Addlitional Informa ion. (cont'd) • 3. 2 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. : . • Marstons Mills •Village-Center Improvements, Marstons Mills, Massachusetts a:Plan Title;. ... Horsley Witten Group, Inc. : Richard.A. Claytor, Jr., P.E. b.Prepared B ' c.Si ned:and Stamped.b p. y :: : :. 9 . . P y March 2015 1°_20 d:Final Revision Date.: .. e.Scale Stormwater Drainage Report February 2015 • 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. E Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed: • • s. Attach NOI.Wetland Fee Transmittal Form : _. .. .: ... 9 Attach Stormwater Report,:If needed :: • • • ... ... ... ... . • 0I • 1; ® Fee.:Exempt No filing fee shall be assessed for:projects of any city, town, county, or district. of the Commonwealth, federally recognized Indian tribe housing authority; municipal housing • authority;_or:the Massachusetts Bay Transportation Authority Applicants must submit the followin information In addition to a es 1 and 2:of the NOI:Wetland pP g (i R g Fee Transmittal Form)to confirm fee payment: • Fee Exempt- Municipal Project 2.Municipal Check:Number 3.Check date . 4.State Check Number_:: 5.:Check date • 6.Payor name:on.check: FiestName .7.Payor name on checkAast Name .: • w. .. • paform3.doc•rev.:1.1/24/2014 Page 8 of 9: • 0: .. _. .Massachusetts Department of Environmental Protection Praviae ,nya�sssnEP, � Bureau of Resource Protection -Wetlands ggD.M8' FII umber.' '�4' :.;c: rt, 1, WPA Form r 1�®tilce of lnten 'st � ;;Docuinant;:[rensagtlon_Number Massachusetts Wetiands:Protection Act M.G.L; c. 1311 §40 Barnstable Clty/Town F. Signatures and Submittal Requirements, 9 herebycertify under the penalties of edury that the foregoing Notice of Intent and accompanying. fY p p � 9 g plans,:documents,and supporting data are true and complete to the best of my knowledge. I understand that the Conservation Commission will place notification of this Notice n:a local newspaper at the • expense of the applicant in accordance with the wetlands regulations,310 CMR'1D.05(5)(a). I further certify under penalties of perjury that all abutters were notified of this application,pursuant to the re uirements of M.G.L.c. 131, 40 Notice must be made.b Certificate of Mailing or in writing by _. q § � Y hand deliver or certified mall return recei t requested)to all abutters within 100 feet of the property line Y � p q ) p p .Y of the project location. p o ors' • 1.Sign ure Applicant 2.Date • 3.Signature f Property Owner( Iffe 4.bate I ?a f • 6.8 a Representative pf any) 6.Date For Conservation Commission:. • Two copies of the completed Notice of Intent(Form 3), including supporting plans and documents, two copies of the NO]Wetland Fee Transmittal Form,and the city/town fee payment,to:the Conservation.Commisslon b certified mall or hand delivery.::y. . • _ For MassDEP: One copy of the completed Notice of Intent(Form 3), Including supporting plans and documents,one copy of the NO),Wetland Fee Transmittal Form,and a copy of the state fee payment to:the • MassDEP Regional Office(see Instructions)by certified mail or hand delivery. Other: If the applicant has checked the"yes"box in any part of Section C, Item 3,above, refer tothat 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. I � . . . ... ... • wpaform1d.oc•rev.1112412014 ::. .• Page 9 of.9 • Massachusetts.Department of.Environmental Protection — Bureau of.Resource.Protection - Wetlands*. NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.&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 Route:149:(between:River Road & Route.28) Marstons:Mills Village (Barnstable) cursor-do not a Street Address b.City/Town use the return Fee Exempt • key. :. p : . :. _. ... c.Check number d. Fee amount aa+ . 2. Applicant Mailing Address; Roger Parsons, P.E.: mar a. First*Name b.Last:Name • Town:of Barnstable, Department of Public Works - Engineering ... ... _. c.organization. 382 Falmouth Road d.Mailing Address .. Hyannis: MA 02601 e City/Town f,State :g,Zip Code 0(508) 790-6400 (508).790-6406 Roger.Parsons@town.barnstable.rna.us - h. Phone.Number is Fax Number : -j. Email Address . . 3. Property Owner(if different): a. First Name b.Last Name Town'of Barnstable .. c.Organization: • d.Mailing Address .: - - e.City/Town f State 9,.Zip Code:. • 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 Wor S eet. 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 eacli activity fee from the six project categories listed'in the instructions.: • Step 4/Subtotal Activit :.Fee: Multiplywthe number of activities(identified.in Ste :2).times thefee er cate o.rY . (identified in Step 3)to reach.a subtotal fee a..mount. 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 5/7rotal 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,* the total fee in half and add$12.50. . ... ... .. ... ..q. ... ... ... ... 0 noifeelf.doc Wetland Fee:Transmittal Form•rey:loll Page 1 of 2: • • • • Massachusetts:Department of Environmental Protection • - Bureau of Resource.Protection -Wetlands. ti� 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 3/Individual Fee . . • Activity Fee .: • -: Fee Exempt:-:Municipal:Project :: N/A :: N/A N/A • • • .: _. i • • • • Step:5/Total Project Fee- N/A . • Step 6/Fee Payments: N/A • .. Total Project Fee- a.a.Total Fee om:Step 5 • e .. I I N/A State fl share of ng Fee: • b. 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._. 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 ) 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 oflntent or Abbreviated Notice of • Iritent;a copy of this form; and a copy of the state.fee payment. (E-filers of.Notices of Intent may submit these electronically.) • • • • 10 : noifeetf.doc Wetland Fee Transmittal Form•rev:to/11 Page 2 of 2 • - 0. . : 0. : :: :'::. ° m • -M 117. 117 M 1rl >t �' r f � �. - f. i t .�� t< p • ® C] .L7 Postage. $ ® C3 O • - .® Certified Fee. O C].:. R eturn Receipt Fee Postmark • : .. MC7 :(Endorsement Required) Here' • Restricted Delive Fee • �� O Q: (Endorsement Requiry red) E rr C3 r Total Postag,: " — d 1Wqlvdj • ® tT I MSent To Emily liolt/Cndangered Species Review Asst. ® a. MA Division of Fisheries and Wildlife i • sneer ti t N� Natural Heritage and Endangered Species Pro. _® a : d p• M1 N or po Box rdo. One Rabbit Hill Road city siaie,zir Westborough;MA 01581 i _. :,r • . .. rl I i ® Complete items 1,2,and 3 Also complete A. Signature u . item 4 if Restricted Delivery is desired, ®' Print your name and address on the reverse X ❑Agent ) cap retu �. so that:we return the card toyou. 13 M Attach this card to the back of the mailpiece, B. Received by.(Printed,Name Addressee • I ) C.Date of Delivery or on the front if space permits. 1• Article Addressed to:.. D. Is delivery address different from item 1? ❑Yes I If YES,enter delivery address below: C7 No i • I: I l:. li • Emily Holt/Endangered Species Review Asst. ' I MA Division of Fisheries and Wildlife / • j : Natural Heritage and Endangered Species Pro. \ Q/ • I One Rabbit Hill Road 3, SIce Type I Westborough,MA 01581 ; 4bl Certified:Mail ❑Express Mafl, i 0egistered I 1 RAReturn Receipt for Merchandise _ 0 Insured all ❑C.O.D. A Restricted Delive 1 12. Article Number — - _ - ryy (Extra Fee) Yes (Transfer -_ I • _ i _ (Transfer from service label) 7013 : 10 9 0 .0 0 0 2. 0 0 D 6 3969 '. I • I PS Form 3811.Februa 2004 ry Domestic Return Receipt 102595.02-M•1540,I • II Massachusetts Department of Environmental Protection • L11 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, (which R St ormwater tormwater e which should provide more substantive and detailed information but is offered • use only the tab p p ) 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. • "�I 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. • • r • '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. • Stormwater Checklist(proper page breaks).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 • f 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 p p conservation commissions and other reviewing authorities with a summary of the components necessary 0 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. 0 . Registered Professional Engineer's Certification 0 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. q Registered Professional Engineer.Block and Signature N QF o� �y • I G • �o RICHARD,4. • Ct.AYTOR � , CIVlL NO.45116 9oc�FGISTER�� F``Q SSIONAIENG�� Signature and Date', Checklist w `Project Type: Is the application for new development, redevelopment, or a mix of new and redevelopment? • 0; New development ® Redevelopment F Mix of New Development and Redevelopment - I Stormwater Checklist,(prope.r,page breaks).doc•04/01/08 Stormwater Report Checklist•Page 2 of 8 �. Massachusetts Department of Environmental ProtectionBureau of Resource Protection - Wetlands Program • l Checklist for Stormwater Report 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.g. clustered development, reduced frontage setbacks) ❑ 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): • 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. Stormwater Checklist(proper page breaks).doc•04/01/08 Stormwater Report Checklist•Page 3 of 8 • Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist Ior Stormwater Report Checklist (continued) Standard 2: Peak Rate Attenuation ❑ Standard 2 waiver requested because the project is located in land subject to coastal storm flowage and stormwater discharge is to a wetland subject to coastal flooding. • ❑ Evaluation provided to determine whether off-site flooding increases during the 100-year 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- hour storm. ' • Standard 3: Recharge • • ❑ 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 El 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 sized 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: El 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. Stormwater Checklist(proper page breaks).doc•04/01/08 Stormwater Report Checklist•Page 4 of 8 • • Massachusetts Department of Environmental Protection • Bureau of Resource Protection - Wetlands Program Ll 1 Checklist for StormwaterReport • 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; • 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; m 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; • e 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 • ❑ is near or to 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. • • • Stormwater Checklist(proper page breaks).doc•04/01/08 Stormwater Report Checklist•Page 5 of 8 i I Massachusetts Department of Environmental Protection � ILI Bureau of Resource Protection - Wetlands Program w Checklist for Stormwater Report �► Checklist (continued) r Standard 4:Water Quality (continued) ® The BMP is sized (and calculations provided) based on:' ® The'/z"or 1"Water Quality Volume or ❑ The equivalent flow rate associated with the Water Quality Volume and documentation is, 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 are on MassDEP LUHPPL list. ❑ The LUHP,PL 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. r 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. Stormwater Checklist(proper page breaks).doc•04/01/08 Stormwater Report Checklist•Page 6 of 8 Massachusetts 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; • 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. Stormwater Checklist(proper page breaks).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 p • 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 BMP is located and the Stormwater 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 Z 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. • Stormwater Checklist(proper page breaks).doc•04/01/08' Stormwater Report Checklist•Page 8'of 8 • 078 002 O'8 0j8 00j 00? 078_076 078 001 , 077_009 077 008 077 010 077 011 O77 007 1 077 022 C 1P 24 077 023 077 025 077_006 _ :, r• .E i,®gita Flo• c • =,ye,•- , E hsta c �gr • ics- ' c E'=lAi bus D ©A, •,. _ AEC~ t�"06 1 •,A rid,I' I`GP, "^ QA s�= ITWMII e c1; .0 er ^ommun y, p i h:� Al• Es , �eL• e, Nm Document Path:H:IProjects120 13 0 3024 McMahon-Marstons Mills Village lGISlMapslA butters.mxd Legend 11crr"ley AVittell Group ss Sustainable Environmental Solutions !7� Project Extent "�"°"hV.6cB�i3.EBw hu.lOLLB319•0•^wv.KvaYynlMr mnr C3 100' Buffer O Parcels that Intersect with the 100ft. Buffer N 100' Buffer Project Extent Parcels 0 200 Marstons Mills Village 1" = 200 feet Date:3/6/2015 Figure x • . ! • • • • o • * • • Gas • a * • s • a • • • i * * * $ soi000040 • :• 0 • r Marstons:Mills Village Improvements Notice of Intent:: : List of Abutters _.___yam ,___�._:. MAP P_AR 1D SITE ADDR CITY ZIP OWNERS OWN ADDR OWN_CITY OWN STATE OWN 077_022 64 ROUTE 149 BARNSTABLE 02630 MCCLUSKY,ROBERT FRANK ET AL. PO BOX 123 MARSTONS MILLS :MA 02648 077_023 :54 ROUTE:149 BARNSTABLE 02630 SHERMAN,CLAIRE PO BOX 211 : MARSTONS MILLS MA 02648 077_024 46 ROUTE 149 BARNSTABLE 02630 SCHLOERB,RONALD G 46 ROUTE 149 MARSTONS MILLS MA 02648 077_025 26 ROUTE 149:.: BARNSTABLE 02630 BARNSTABLE LAND TRUST,INC ::, P 0 BOX 224 COTUIT NIA 02635 077 011: 86 ROUTE 149 BARNSTABLE 02630 DUGUAY,SETH A 115 AMELIA WAY. : MARSTONS MILLS MA 02648 ::0.77_010 90 HILLTOP DRIVE : .: BARNSTABLE: 02630 _DICK,CATHERINE M P 0 BOX 124 MARSTONS MILLS MA :: 02648 077_009 2185 MAIN STREET(M:MILLS) BARNSTABLE: 02630 LIVINGSTONE;DAVID A&.EVELYN H P 0 BOX 1138 MARSTONS MILLS MA : : 02648 078_062 2160 MAIN STREET(M.MILLS) BARNSTABLE 02630 MARSTONS MILLS PBLIC LIBRY ::.: MAIN STREET :: : MARSTONS MILLS ::MA 02648 077_008. 91 ROUTE 149:.:... BARNSTABLE 0263.0 INGRAM;BARBARA L: PO;BOX,719 MARSTONS MILLS MA 02648 :078 007 002 1 RIVER:ROAD ::BARNSTABLE 02630 LOVELAND,TODD C&GALE G PO BOX 1465 MARSTONS MILLS MA 02648 .:078 007 001:.:5 RIVER:ROAD ::BARNSTABLE .:02630 DO.WLING,JOHN:F&KATHLEEN A P.0 BOX 205.:. MARSTONS MILLS MA : .:.:. 02648. 078 002 25 RIVER ROAD BARNSTABLE 02630 LEVESQUE;DANIEL P : 15 PEQUOT ROAD MASHPEE MA 02649-2346 078_076: 105:ROUTE 149 BARNSTABLE 02630.SAEED-MIAN M TR: :. : :.,. 105 ROUTE 149 .:.:..MARSTONS.MILLS IMA, .:02648 078 001 93 ROUTE 149 BARNSTABLE 02630 INGRAM,JAMES B PO BOX 710 MARSTONS MILLS MA 02648 : 077_007, : 71 ROUTE 149 BARNSTABLE: 102630 GALVIN,KEVIN A:&JUDITH A: P.0 BOX 700 MARSTONS MILLS. MA : : : 02648 077_006 5:ROUTE 149 BARNSTABLE 02630 BARNSTABLE,TOWN OF(REC) ... 367:MAIN STREET HYANNIS NIA 02601 : . i : :. NOTICE OF INTENT ABUTTER NOTIFICATION LETTER DATE:: March 12, 2015 • RE: Upcoming Barnstabletonservation 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.i i _ APPLICANT: Town of Barnstable Department of Public Works • _. PROJECT LOCATION: Route.149; Marstons Mills.Village, MA • ASSESSOR'S MAP&PARCEL: Roadway Project—Map/Lot Not Applicable PROJECT DESCRIPTION:: The Townproposes roadway improvements on Route • 149 within the Village of Marstons Mills,as part of a comprehensive plan to create pedestrian=oriented village centers. The Town also proposes_to install drainage improvements,tree pits, sidewalks, and: :: - - crosswalks...The proposed roadway redevelopment . project is intended to increase the vehicu ar and pedestrian public safety of Route 149_while simultaneously::Iimiting.increases in:impervious area and providing a higher level of stormwater:treatment APPLICANT'S AGENT: : Horsley Witten Group c/o Amanda Crouch-Smith, PWS 90 Route 6A Sandwich,:MA 02563 (508) 833-6600 -_ PUBLIC HEARING: Barnstable Town Hall,Selectman's Meeting Rooni... .. DATE: March 31, 2015 TIME::: ::Beginning.at 6:30 p.m. • pp g project • NOTE:.Plans and:a lication'm,terials describin the p site are j n file with the Conservation Commission 200 Main Street Hyannis, Massachusetts 508-862-4093 . i • • • • AFFIDAVIT OF SERVICE . Under the Massachusetts Wetlands Protection Act(MAL Chapter 131,°§40). and the Town.of Barnstable Regulations-Chapter 237:Wetlands Protection • I,Amanda Crouch-Smith;hereby certify under the pains and penalties of perjury that on . .. . • March 12;2015, Horsley Witten Group gave notification to abutters in compliance with the second paragraph of Massachusetts General Laws Chapter 131;:Section 40, and the' Massachusetts Department of Environmental Protection Guide to Abutter Notification • • dated April 8, 1994 and the Town of Barnstable Chapter 706 Abutter Notification • :: Regulation, in connection with the following matter: • A Notice of Intent (NOI) application was filed under the Massachusetts Wetlands Protection Act and the Town of Barnstable Chapter 237 by the • applicant,.the Town of.Barnstable'Department of Public Works, with the Barnstable Conservation Commission on March 12, .2015, regarding • roadway improvements on Route 149 from River. Road/Main' Street south to Route 28 in Marstons Mills, Massachusetts. • The form if the notification and.a list of abutters to whom notification was sent are • attached to this Affidavit of Service and are included as.an:attachment in the NOI application. 4 • Date cc: DEP-Southeast Regional Office • • q. DRIVING DIRECTIONS: . From: 200 Main Street, Hyannis, MA. To: Route 149, Marstons Mills Village, MA 1. Head west on Main Street toward Pleasant Street for 0.1 miles. 2 Take a slight right onto Center.Street and proceed for 0.2 miles. _. 3. Turn right onto Barnstable:Road.and:proceed for 0.6 miles. rd:. 4 At the traffic circle,take the 3 exit onto Falmouth Road and proceed for 6.8 miles. p. S. Take a sharp:right onto Cotuit Road (Route 149.).and you will be at the:project site. r *Project limits extend from Mill Pond to the intersection of Route 149 with Main Street and River Road. . .. I � _. _: f • • • • • • • • • PROJECT NARRATIVE • • • • • • I • . NOTICE OF INTENT NARRATIVE Marstons:Mills Village Roadway Improvements:: Marstons Mills, MA: .. 1.0 SITE:DESCRIPTION The Project Area is located within the Route 149 (Cotuit Road) Right-of-Way-(ROW), extending'from the intersection at River Road and Main Street south to_Route 28 in Marstons Mills, a village of.Barnstable;Massachusetts (Figures.I and 2)...Mi.11 Pond is located to the west of Route 149. The:project continues up Main:Street from:the intersection at Route 149 to the entrance. drive of the former schoolhouse at Assessot:s lot 2095 (Map 077, Parcel 026). The Project Area • ends approximately 550 feet along River Road to the west and 500 feet to the east.on Main Street. The ProjectArea consists primarily of residential neighborhoods in all directions, aside from a small loW-density.commerc al area inthe downtownvillage area.at the junction of Route 149 with River Road.and Main.:Street. The'existing two-lane paved roadway (Le., Route 149) has a varying width of twenty to twenty-four feet wide: A discontinuous sidewalk of varying: width occurs on'both sidesof the roadways. Route 149 is also designated as a Scenic Road in the Town of Barnstable Vegetation along the roadway.is comprised.of lawn and landscaped areas associated with. residences and areas of: natural vegetation 'in and near the wetlands. Mill Pond and the:fishway are used as a small park area for passive recreation by local residents. A large area:of shrub: swamp is located to the east Of.Route 14.9, along with1he Marstons Mills River. 1.1 Floodzone According to:the FEMA Flood Insurance Rate Map, Community Panel 25001C0543J (Figure.3), a small portion of the site to the east of Route 149:along the Marstons Mills River falls 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. The immediate Project Area and limit-of-- work are outside of the flo.odzone. . . 1.2 Rare Species_Habitat .: According to the Massachusetts Natural Heritage Atlas (Massachusetts Natural Heritage & Endangered Species Program; 13th Edition, October 11 2008) a portion of the Project Area .. . between Hilltop Drive and Route 28 is located:within Estimated Habitat of Rare Wildlife and- Certified Vernal:Pools-and Priority.Habitat of Rare Species (PH 1132; see Figure 4).-The Bridle Notice of Intent Narrative: Horsley Witten Group, Inc. Marston Mills, MA Page 1 of 13 February 2015: Shiner::(Notropis bifrenatus),a State-listed Species of Special Concern, is.the only species documented as occurring within this area (NHESP Tracking#14-34011): 2.0 WETLAND RESOURCE AREAS Resource areas were identified and delineated by a Horsley Witten Group, Inc. (HW) wetlands biologist during a site visit on June 9, 2014. A brief description of the resource areas observed at the site is provided below. .. ... ... 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 me. adows,.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 orinundated 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 50-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.: Areas of BVW occur to the east and west of Route 149.-These wetlands are hydrologically connected via the Mar:sions Mills River, which flows.beneath.the roadway through a culvert. .The BV.W.is-best.character.ized'as a forested red maple.(Acerrubrum) swamp,:with.pockets of • shrub swamp. Dominant treeapecies.within the.wetland were observed to include red maple, black cherry (Prunus serotina), American basswood (Tilia aiimericana)*, and occasional scarlet oak . _. . ... (Quercus coccinea) along the wetland boundary. Shrub species include, but are not limited to, sweet pepperbush (Clethra alnifolia), a:rrowwood (Viburnum dentatum), speckled alder (Alnus incana), privet (ligustrurn vulgare) and honeysuckle..(Lonicera sp.). Herbaceous species documented include. ensitive fern (Onoclea sensibilis), water willow (Decodon verticillatus), blue flag iris (Iris versicolor), skunk cabbage (Symplocarpus foetidus) jewelweed (Impatiens capensis), Canada mayflower (Maianthemum canadense), and poison ivy(Toxicodendron radicans). Multiflora rose (Rosa multiflora);common greenbrier (Smilax rotundifolia), and ra evine Vitis s also row in dense patchesalon the wetland periphery. p p .: . y• . Notice.of Intent Narrative. Horsley.Witten Group, Inc. Marstons Mills, MA March 2015 Page 2 of 13 .. . f � The wetland is generally confined by a steep break in.slope.along the.shoulder.of the roadway and/or edge of lawn near residences. The.boundaryof this wetland is demarcated with pink • surveyor's:flagging sequentially numbered 1 through 26 on the west side of the road around: Mill Pond, and 27 through 41 on the east side of the road: 2.2 Inland Bank Bank is defined at 310:CMR 10.54(2)(a) as the portion of land surface which normally abuts and • confines a water body. It occurs between a water body and a vegetated bordering wetland and.:: :adjacent floodplain;:or, in the absence cf these, it occurs between a water body and an upland. :: A Bank may be.partially.or totally vegetated, or it may be comprised of exposed soil, gravel or stone. The upper boundary of a Bank is.first observable break in the slope or the mean annual flood level whichever is lower.. The lower boundary o a Bank is the mean annual low low level _ . _ . . Y f f [310 CMR 10. 54(2)(c)l• .. - :Inland Bank occurs to the east and west of Route 149 and confines the Marstons Mills River.- Inland:Bank is moderately to well vegetated and is moderately to steeply sloping along the Marstons Mills River. Inland Bank to the west of the roadway is well-defined and is more steeply sloped than the bank to the east of the road. 2.3 Stream/Riverfront Area Riverfront Area is defined at 310 CM 10.58(2) a 3 as.the area of land between a rivers mean annual high=water line measured horizontally outward from the river acid a parallel line located • 200 feet away, except that the parallel line is located 25 feet away in Boston, Brockton, Cambridge; Chelsea, Everett, Fall River, Lawrence, Lowell Malden, New Bedford, Somerville, Springfield, Winthrop, and Worcester; w The Marstons Mills River is:depicted as a perennial stream:on the USGS qua:drangle:and therefore has a 200-foot Riverfront Area. Riverfront Area at this site is mostly disturbed and is comprised primarily of Route 149, road-side parking, sidewalks, guardrails, and a vegetated road shoulder. The:malorlty of the Riverfront Area within the Project Area: (roadway right-of- way) is comprised of impervious surface;: 24 Anadromous/Catadromous Fish Run: Anadromous/Catadromous fish runs are defined at 310 CM 10.35(2) as "an area within estuaries,ponds; streams creeks rivers lakes or coastal'waters, which is a spawning or eedin . : p g . f g : round or assa ewa -ground p. 9 y or anadromous or catadromous fish and which is:identified by DMF.or has:been mapped on the:Coastal Atlas of he Coastal Zone Management Program:: Such fish runs shall include those areas:which:have historically served as fish.runs and are either being:: restored or are planned to be restored at the:time the.Notice o .:Intent is sled. For the purposes p f f� p p of 310 CMR 10.21 through 10.37,such fish runs shall:extend inland no further that the inland Notice of Intent Narrative. Horsley Witten Group, Inc. .. Marstons Mills, MA March 2015 Page 3 of 13 . boundary of the coastal zone."..Anadromous Fish are.fish that enter fresh water from the ocean to spawn, such as herring, alewives, shad and salmon: Catadromous Fish are fish that enter.salt water from fresh:water to spawn, such:as eels. . A fish ladder is:located on Mill Pond, south of the culvert where the Marstons Mills River crosses Route 149 and immediately south of the on-street parking area. This fish ladder has. _. - been observed to support herring passage. No work will occur within the banks to or land - under:this fish run. Construction of stormwater practices are also anticipated to benefit this fish passageway,through improvements in water quality through treated stormwater. AD 3.0 NHESP HABITAT AREAS As mentioned above; a smal.f area of t:h.e project:site on Route 149 between Hilltop Drive and Route28 is located within Priority Habitat of Rare:Species (PH 1132):and Estimated Habitats of Rare Wildlife:(EH 880). One fish species is documented as occurring within this'mapped area :(Figure 4);the Bridle Shiner (Notropis bifrenatus) as confirmed by:a MESA Information Request (January 14, 2015; NHESP Tracking.No. 14-34011 General life.history and habitat ). Y . characteristics for this species.may be found below. While the proposed project occurs:within both Estimated and Priority habitats of State-listed ... .. ... .. . .: species, this:project maybe 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 AD existing paved roads,.shoulder repair that does not exceed four feet from an existing travel lane, pdved:and unpaved driveways .and paved and unpaved parking areas, providedsuch unpaved driveways and unpaved parking areas are foryear-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. A copy of the NHESP correspondence is attached. w 3.1 . . Bridle Shiner The Bridle Shiner is a:Massachusetts Species of Special Concern. According to the NHESP Fact Sheet;this small minnow is straw colored with a distinct, dark lateral band that starts at the tip of the snout and ends in a spot at the:base of:the caudal fin. This species has a large eye and a. slightly pointed mouth and the scales on the sides of the body have dark,distinct outlines. Bridle shiners are found in clearwater in slack areas of streams and rivers and are also found in Lakes and;ponds, such as Mill Pond. They are:often associated with moderate levels of • submerged aquatic vegetation with open areas where they can:school. Turbidity, flow alterations, draining of ponds, and exotic species are the primary threats for Bridle Shiners: They are visual feeders and turbidity greatly reduces their feeding efficiency: Theyare also poor swimmers:and changes in.flows negatively impact their habitat.. Nuisance aquatic.. • Notice.of Intent Narrative. Horsley.Witten Group, Inc. .. Marstons MiIIs,:MA Marcli 2015 Page 4 of 13 . • _. • vegetation that forms.large monocultures eliminates the open areas this species requires for • schooling. _ . w Mill Pond and the Marstons Mills River likely provide suitable habitat for the Bridle Shiner, • given the open areas of water, submerged vegetation; and areas of low:flow within the water body. However, all proposed activities will be confined to the existing roadway right-of-way • along Route 149, and no work will occur within the pond itself. The proposed roadway • redevelopment will incorporate Low-Impact Development (.LID) stormwater management • : practices that will capture and treat stormwater, improving the quality of stormwater within • this drainage area. These LID stormwater practices are also anticipated to improve the water quality in the Marstons Mills River and Mill Pond, which would ultimately benefit the habitat for ... • the Bridle Shiner as well. As.such, no adverse impacts.are.anticipated to this species as:a result.. • of project implementation • 4.0 PROPOSED PRO1 ECT q.The Town of Barnstable is proposing roadway improvements within the Village of Marstons: • Mills as part of a comprehensive plan to create Town-wide pedestrian-oriented village centers. In addition to regrad:ing this segment of Route 149, the Town also proposes to install drainage • improvements,tree pits, sidewalks, a boardwalk, and crosswalks. The Project Area is currently comprised of existing roadways and vegetated right-of-ways along the roads. This roadway redevelopment project is intended to increase the vehicular and pedestrian:public safety of Route 149 while simultaneously limiting.increases.in impervious area and providing a higher i level of stormwater treatment. The southern portion:of the Project Area along.Route 149:is bordered to the east and west by an area of BVW, Mill Pond, and the Marstons Mills River. A portion of the work involves disturbance within buffer zone to BVW and work within Riverfront Area.:: • This improvement project includes: :: - - • • Repavement of Route 149;: .. - • New sidewalks and a boardwalk with a helical pile foundation between Falmouth Road (Route 28) and Main Street/River Road; • Redesign of the Cash Market intersection (the intersection of Route 149, River Road; • and Main.Street) as a four-legged, raised.table intersection,.with formalized.parking . • spaces for:the Cash Market; • • Redesign of the Village Core (Route 149 between Main Street/River Road a:nd Lovell's • Lane) including two 11-foot shared travel lanes and a 9-foot parking lane, a.5-f o.ot wide. .:° sidewalk on the west side of:Route 149, an enhanced landscape buffer between Route 149 and he sidewalk, and.two raised crosswalks; and • • Improvements to Main Street (between the intersection with Route 149 and the library) • which includes a 5-foot sidewalk on the:north side of the street. w Notice.of Intent Narrative. Horsley.Witten Group, Inc. .. Marstons Mills,:MA March 2015 Pages of 13 .. . _. The proposed.concept minimizes impervious surfaces to the greatest.extent practicable. Stormwater:management improvements will also be:provid.ed to pre-treat stormwater runoff prior to:infiltration and promote localized recharge of stormwater runoff by incorporating LID practices such as vegetated bioswales,tree filter its, and bioretention areas. p g. pits, w 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 (although no vegetationremoval will occur within adjacent wetland_areas); excavation, hauling and stockpiling of excavated top--and sub-soils; rough and finish grading of all disturbed areas; surface treatments; removal of existing drainage structure; relocation:of utilities; and possible _. temporary dewatering activities. Erosion and sediment control meas r s,will::b installed prior - to commencement of any soil disturbance in the vicinity of the resource areas 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 within the resource areas. The increase in im pervious:surface within the:resource area _ ... ... . ... _. _ _ (Riverfront Area) is directly attributed to im rovingpedestri8n circulation and safety through the village core with the addition of sidewalks:and a boardwalk, along with the four-way intersection near Cash Market..The width of the existing roadway will actually be decreased in certain sections and will help t :offset the increase in impervious surface as a result of the pedestrian:access. The existing sidewalks are not continuous and do not meet the required accessibility standards. The proposed conditions would provide continuous sidewalk access to both the Mill Pond and fish ladder from the:Village:center,that:are designed to meet applicable width standards:. Prior to construction of:the boardwalk an:d stormwater facilities, it will:be necessary to conduct soil borings in certain locations, including within the buffer zone and/or Riverfront Area, in • Order to determine the load bearing characteristics and permeability of the soils that will support the boardwalk pilings and stormwater practices. It is anticipated that no more than 01 one boring:will occur within jurisdictional wetland resource areas. The Applicant is seeking -� approval for this temporary buffer zone impact associated with the borings as apart of this • N01, pursuant.to Chapter 704. This activity i:s exempt underthe WPA, in accordance with 310 CMR 10.02(2)(b).(2)(g) As noted, erosion and sediment control measures will be installed prior to commencement of any soil disturbing activities in the vicinity of the resource areas as shown on the plans..These measures: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 until final landscaping takes place. Topsoil stockpiles will be,temporarily seeded to :prevent:erosion and will be surrounded with silt fence. Noticed Intent Narrative. Horsley Witten Group, Inc. . Marstons Mift,:MA Mwcli:2015 Page 6 of 13 .. . Details of the proposed project are provided on the attached site plans entitled "Marstons Mills Village Center Improvements, Marstons Mills, Massachusetts;" dated March 2015:and prepared by Horsley.Witten Group,Inc. in conjunction.with McMahon Associates. w 4.1 Stormwater Management: .. .. ... .. The project has been designed in accordance with the,Massachusetts Stormwater Standards (MASWMS)to the maximum extent practicable for a redevelopment project. The proposed • design conforms to the Standards by providing stormwater runoff treatment for the im pervious : roadway within the work limits. Currently the existing roadway drainage recharge system is undersized for.most areas. Therefore, additional on-site recharge is provided to attenuate up to the 10-year storm.-event.-The proposed storm.water.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. - The proposed stormwater management systems will be integrated into the new streetscape design. On-site LID/Gl practices are used where possible to provide stormwater pre-treatment for the first 1-inch of runoff; or Water.Quality Volume (WQv), prior to infiltration within the • existing drainage system.; The practices are designed to provide treatment of a minimum of the .. first 50%of the:WQv (first%-inch) of runoff and whore practical 100%of the WQv (first 1-inch of runoff).: The Stormwater Management System has been designed toa.ccompllsh the following major objectives: + Capture and treat:at a minimum the:first%-inch of Stormwater runoff from the impervious surfaces in order to maintain water quality conditions when compared to existing conditions, •. Provide:groundwater recharge to:the greatest extent practicable in conformance with _ . _ - the Massachusetts Department-of Environmental Protection groundwater recharge _. r. criteria; and:: • Minimize runoff from the.post-developed conditions at the study.points located along . road corridors. These objectives will be met through the Use of the following stormwater management::: :.:practices: Bio• Bio Swates and Bio Swale Planters Bio swales.are concave, vegetated conveyance systems that improve water quality instormwater runoff. Bio swales use bioretention principles to enhance pollutant removal. The swales can be integrated into the landscape and:treat Stormwater runoff using a conditioned planting soil bed and planting materials to filter runoff stored within a shallow depression. Check dams are provided to reduce runoff Notice.of Intent Narrative Horsley Witten Group, Inc. .. . Marstons Mills,:MA 01 March 2 5 Page_7 of 13 i r proposed in the Villa a Core velocities,.control.flowsnd capture sediment...Bi o:sw I a es are p p osed g along Route 149 where the:proper space is available in the landscape strips between the sidewalk and:ro.a:dway.: • ::Bioretention Areas Where space is available, bioretention areas are located downgradient of impervious surfaces:to:provicle stormwater pretreatment and infiltration forthe:smaller more frequent rain events. The bioretention system (also referred to as a "raingarden" or a : "biofilter''):is a storm wAter ma.nagement practice designed,to collect and treat storm water . . runoff using a conditioned:'planting soil bed and planting materials to filter runoff stored- within.a shallow depression. The method combines physical filtering and adsorption with ::bio-geochemical processes to remove poll utants: :The system consists of an inflow component,.a pretreatment element, an overflow structure,.an underdrain, a shallow .: ... ... ponding area:(less than nine inches:deep), a surface organic layer of mulch, a planting soil ::.bed, and plant materials. Bioretention areas are.proposed:in the landscaped.areas around the Cash Market.intersection: • Enhanced Tree Trench In locations where space is limited, enhanced tree trench systems are proposed up-gradient of a:number of:existing:catch basins that drain the roadway. :An enhanced stormwater tree trench consists of a tree pit placed within a shallow depression just below the adjacent finish grade: It includes a subsurface infiltration trench,installed.beneath the sidewalk or surrounding area to recharge runoff. The existing or proposed roadway,drainage.system . . • would be connected to the infiltration trench by a perforated pipe installed lengthwise through the trench. The perforated pipe also controls the amount of runoff that would be directed to the tree trench system.: ..: .: • ::Tree Filter Pits: Tree filter'pits'are in-ground containers typically containing street trees in urb.an.areas. Runoff is directed.tothe tree pit, where it is filtered by vegetation:and soil • prior to entering the contained.conveyance system. Tree filters adapt bioretention principles used in rain gardens to enhance pollutant removal, improve reliability, standardize and increase ease of construction, and reduce maintenance costs. 5.0 RESOURCE AREA IMPACTS&PERFORMANCE STANDARDS: ::portion of the work involves disturbance within buffer zone to BVW and work within Riverfront Area. The:proposed project will.result in a:slight increase in impervious.areas. associated with the proposed.pedestrian access i e. sidewalks and boardwalk) as summarized :in Table 1:below.. The actual footprint:of the roadway wi11 decrease as a result of the proposed improvements;but the addition of:continuous sidewalks and a boardwalk will offset this II decrease in:impervioussurface within the buffer zone to BVW and within Riverfront Area.- .. .. ... ..: ... . Noticed Intent Narrative. Horsley.Witten Group, Inc. Marstons Mills,MA March 2015 . .. Page 8 of 13 .. I1 Table 1. Summary of Resource Area Impacts within the Limit of Work. - - - -- Pervious* Impervious Pervious*. Impervious SF SF SF SF . 100' Riverfront Area - 1,321 5, 181 333 6,298 200' Riverfront Area 593 31069 47 34615 Total Riverfront Area: 1914, :' 9,017. 380 9,913.:` 100' Buffer Zone 201 1,535- 18 1,718. 50' Buffer Zone 11123 ::. 452 316 4;. 5;259 Total Buffer Zone: 1,324 . 5,987 334 6,977 *Pervious areas.are comprised of maintained gross areas along the road side,.and are:not naturally_: vegetated.areas. .. II � 5.1 Activities within:the Buffer Zone&Ch. 704.Exemption Request The increase in impervious surfaces.within the 100-foot buffer zone will total approximately 183 SF and increases of impervious surfaces:within the 50-foot buffer will total 807 SF, as a direct-result of the sidewalk and boardwalk installation. The footprint of the roadway will decrease by approximately:a roximately 170 SF within the buffer zone to BVW. . ... .. While a portion of the proposed redevelopment and roadway safety improvements will occur Within the 100-foot buffer and locally-regulated 50-foot buffer to BVW,the project:is.. undertaken by the Town.of Barnstable (e.g.,:a government entity) and will provide'an overriding public safety benefit through the installation of continuous sidewalks; crosswalks, and a boardwalk:along Route 149, in.an area:already established for passive public recreation. Additional public benefits will be achieved through water quality improvements as a result of • the LID stormwater management:practices,:in accordance with Cha .ter 704-6 A 3 proposed which states: This Regulation shall not be construed to preclude the following activities, any of which may .:be permitted at the Commission's.discretion, and without accompanying requirement for mitigation planting: (1) Access paths;. (2) The:following maintenance activities: vista pruning;invasive species control; repair/replacement of subsurface septic:disposal .systems,or:removal/replacement of underground fuel:tanks or.21e cleanup; .. (3) Projects undertaken b a government a enc that can be demonstrated to provide an Y g.. 9 Y. _ _ • overriding public benefit such as the area-wide improvement of water quality or the reduction of ground or surface water pollution; (4) The construction or reconstruction, without expansion or intensification of use, of all or a portion of a previously existing structure which utilizes a pre-existing,foundation or • footprint without.need of.additional excavation or filling; and either (a) is approved,:'or (b) was constructed prior to 1973; Notice.of Intent Narrative. Horsley Witten Group, Inc. .. Marstons Mills,:MA March 2015 _ . Page 9 of 13 . ' i (5): The construction of water dependent:facilities as defined in 70472(F) herein: The Project Team.believesahe proposed pro :ct. neets:the applicability standards set forth in. Chapter 704-6 A 3 If an exemption is approved, mitigation or a waiver would not be required for work within the 50=foot or 100=foot buffer. In addition,the existing buffer zones are currently disturbed and contain existing hardscape, including public:roadways, sidewalks, and residential development.;Stdrmwater management improvements are included as a part of this project and are.anticipated to reduce the:amount of untreated runoff and will result in surface water and-groundwater quality improvements to:this area and adjacent receiving wate:rbodies. For these reasons,the Project Team respectfully requests that the Commission issue an exemption from these.standards.for the zirstonsMills VilfageLenter Improvements I 5.2 Riverfront Area Redevelopment Standards r A.portion of the proposed redevelopment project falls within the Riverfront Area to the:: IVlarstons Mills River: There:is approxirnately:31;949 SF of Riverfront within the ROW, 9,913 SF of which fall within the project limits and accounts for:34%of the existing Riverfront Area The area of Riverfront within the project limits is comprised of .existing roadways, sidewalks, and - maintained grass/vegetated areas along the road shoulder. The proposed project will decrease: --- the width of the roadway in this resource area to allow space for construction of continuous pedestrian access, consisting of a sidewalk and a portion of boardwalk with a helical foundation. ... As the project:site was in existence prior:to August 7, :1996;:it qualifies as a redevelopment project within Riverfront Area in accordance with 310 CMR 10.58(5), which states "the issuing .0 authority may allow work to redevelop a previously developed riverfront area, provided the proposed work improves existing:conditions. Redevelopment means replacement,:rehabilitation or expansion of existing structures, improvement of existing roads;or reuse of degraded or previously developed areas. A previously developed riverfront area contains areas degraded riorto Au ust 7 1996 b impervious su aces rom existin structures or pavement, absence o p 9 _y � p �.. f g p f topsoil,junkyards, or abandoned dumping grounds." r A discussion of this project's compliance:with the Riverfront Area redevelopment performance standards (310 CMR:10.58(5)(a-g) is as follows: (a):At a minimum,:proposed,work shall result in.an improvement over existing conditions of M the capacity of the riverfront area to protect the interests identified in M.G.L. c. 131 §40. When a lot is previously developed but no portion of the riverfront area is degraded, the • requirements of 310 CMR 10.58(4)shall be met. .The existing Riverfront Area is:presently degraded and is comprised of a road; sidewalks, and � : on-street parking areas for access to Mill Pond. The.proposed LID stormwater management practices will result in:an improvement over existing conditions of the:ability of:the Riverfront Notice.of Intent Narrative. Horsley.Witten Group, Inc. .. . .: Marstons Mift,:IVIA March 2015 P f1 Page 10:0 3 i to protect the interests of the Act,.particularly the.protection of public and private water dq supply, protection of groundwater upply, flood control, prevention ofpollution, protection of fisheries, and protection of wildlife habitat. Stormwater measures.will capture and treat stormwater, ultimately improving local surface water and groundwater quality surrounding the Marstons Mills.River and Mill Pond. Water.quality:improvements will also benefit the local wildlife and habitat values this area provides. (b)Stormwater management is provided:according to standards established by the Department.. As previously mentioned, the project has:been designed in accordance with the Massachusetts Stormwater Standards (MASWMS)to the maximum extent practicable for a.redevelopment. project. The proposed design conforms to the Standards by providing storrnwater runoff treatment for the impervious roadway within the work limits. Several LID stor.mwater management practices are proposed as a part of this redevelopment project and include tree filter pits,:bioretention areas,:and bi:oswales Additional information is available in the attached Stormwater Report and Stormwater Checklist included with this filing. ..: (c) Within 200 foot riverfront areas; proposed-work shall not be located closer to:the river than existing conditions or 100 feet, whichever is less, or not closer than existing conditions within 25 foot riverfront areas;except in accordance with 310 CMR_10.58(5)(f)or(g) The proposed work will not be located closer to the.river than the existing roadway layout. The roadway width is being decreasedao accommodate the boardwalk and sidewalk; which will:be i constructed parallel:to and.contiguous:with the.existing roadway. In addition,the boardwalk will be_elevated.on helical piles so the direct impact of the boardwalk footprint will be minimal and this structure will:not impinge on the;existing river channel in any way. Natural vegetation will be planted and/or restored along the boardwalk and at a minimum will maintain the existingnatural) vegetated buffer along the BVW. A narrow vegetated buffer will remain y. g g g between the:existing culvert outlet on Mill Pond and the proposed boardwalk. (d) Proposed work, including expansion of existing structures; shall be located outside the i � :riverfront area or toward the riverfront area boundary and away from the river, except in accordance with 310 CMR 10.58(5)(f) or(g). . ..: ..: The proposed work will not be:located closer to th:e river than.the existing roadway layout/right-of-way, as discussed above. Impacts exceeding the amount of existing degraded area will be compensated for on-site in accordance with 310 CM.R:10.58(5)(f), and is described below: � e he area oproposed:O T. f work shall not exceed the amount of degraded area, provided that; • the proposed work may alter up to 10%if the degraded area is less than 10%_of the - II riverfront area, except in accordance with 310 CMR 10.58(5)(f) or(g) Notice of Intent Narrative Horsley.Witten Group, Inc. .. Marstons Mills, MA March:2M . . .. P f1 Page 110 3 � . The existing degraded area totals 9,017 SF:and the proposed degraded area will total 9,9115F, as shown below:in Table 2.. The proposed work.will exceed the existing degraded area by 896.4 SF, and is a direct result ofthe proposed pedestrian access. While the surface area of the boardwalk is 648 SF, the-direct impacts within Riverfront Area have been calculated based:upon the helical pile footings that will support this elevated structure: A total of 26 six-inch piles will. occur within the Riverfront Area, each with a footprint of 6.4 SF, for a total impact:of 10.4 SF. This increase in degraded:area from the boardwalk pilings and sidewalk will impact the vegetated road shoulder that is comprised mainly of various grasses; honeysuckle shrubs, ... ... ... ... ... ... oriental bittersweet, and grapevine. Proposed compensation for the increase in degraded area is discussed below under item Table 2:;Summary of Riverfront Area lmpacts. AD Road:. 7;232 Road 6,988 -244 11 _ . od Sidewalks 1,785 Sidewalks 2915 +1,130 ... .. ... f Boardwalk 0 Boardwalk 10.4 +10.4 ._ Vegetation__ 11914 Vegetation 380 -1;534 Total Degraded Area: 9,017 . : Total.Degraded Area: 9,913 896.4 . i (f):When an:applicant proposes restoration on-site of degraded riverfront area, alteration may be:allowed notwithstanding the criteria of 310 CMR 10.58(5)(c), (d), and(e) at a ratio in i squarefeet of at least 1:1:of restored area to area of:alteration:not conforming to:the criteria. Areas immediately along the river shall be selected for restoration. Alteration not i ... .. ... ... ... ... conforming to the criteria shall begin at the riverfront area boundary: Restoration shall include; 1. removal of all debris, but retaining any trees or other mature vegetation 2. grading to a topography which reduces runoff and increases infiltration; 3. coverage by.: aopsoil at a depth consistent with natural conditions at the site, and 4. seeding:and planting with.an erosion.controlceed mixture,followed by plantings of herbaceous and woody s ecies a ro riate to the site; p.. pp. P Restoration of Riverfront Area is proposed surrounding the boardwalk. Trash and other debris (e.g., laridscape.Mash, dead limbs) will be removed. Honeysuckle and Oriental bittersweet exist: i in thiswea and.:are proposed to be mechanically removed to restore a:more native plant _. community'within the Riverfront. Following invasive removal,the area will be augmented with native shrubs and herbaceous groundcover, such as (but not limited to) highbush blueberry, • sweet pepperbush, sensitive fern; and skunk cabbage. The proposed restoration area is 896 SF and will compensateJor the.increase in:degraded area Additional native herbaceous vegetation will be planted:beneath the:boardwalk in any areas where the height of:the Notice of Intent Narrative. Horsley Witten Group, Inc. .. Marstons Mills,:MA March 2015 P f Page 12:01.3 - .. .. boardwalk above grade.provides.adequate space for the healthy establishment of the plantings. . Details of the restoration:area a:re shown:on the landscape plan (Sheet 31)within.the plan set. (g) When an;applicant proposes mitigation either on-site or in the riverfront area within the .:same general area of the river basin,alteration may be allowed notwithstanding the criteria of 310 CMR 10.58(5)(c), (d), or(e) at a ratio in square feet of at least 2r1 of mitigation area to area of alteration not conforming to the criteria or an equivalent level of environmental protection where square footage is not:a relevant measure. Alteration not conforming to p. the criteria shall begin at the riverfront area boundary.,: All mitigation will be proposed on=site within the immediate limit of work at a 1:1 ratio Accordingly,:this,per ormance standard is not applicable. • . • w - • • • • Notice.of Intent Narrative Horsley.witten Group, Inc. .. . Marstons Milk,:MA March'2015 Page 13:of 13 . M • • .. . . • • FIGURES & SITE PHOTOS' . . • . . . ... • • • • • • • . • . • • • • • 42 • �, di a N �+ V Barnstable �' 80 er'' �` ♦ • " ' �� Locus mop h II �� Mashpee 1 O • • IV 40 o \1 �_ • • � � 11 • • f / \ o Site Locus Ci NN • • • rqr �� • G fit 1 • `� U I ,u• 28 h�� • \ ti • e Document Path:H:IProjects12013113024 McMahon-Marstons Mills VillagelG/SlMapsWO11USGS_Locus.mxd 'Cotuit Topographic Quadrangle liur,ley V1`iiteii GrOuU Sustainable Environmental Solutions W raw.eA•shwa,u.•ossw � � ,m sueeaa-Aaoo•F,,.soe e3ai.so•....nowyna:.=om N USGS Topographic Quadrangle Marstons Mills Village 0 1,00o Marstons Mills, MA I I 1" = 1,000 feet Date:2/5/2015 Figure 1 � i • { _ � 4 ie Pat 1s 28 A r :Esri,Di I � - � E •r #•po n• �1= U •m p � 1 E L•rm •mTo Document Path:RkProjects120 13 0 3024 McMahon-Marstons Mills VillagelGlSWapsWOA4erial.mxd `Parcels-MassGIS 2011 Legend lionlev Witten GrouU Sustainable Environmental Solutions Parcels ,�.e, -� —63-1.u....,�� .�Am N Aerial Photo Marstons Mills Village 0 400 Marstons Mills, MA 1" = 400 feet Date:2/5/2015 Figure 2 El 12' Feet "' """" :S urce: Esri. DigitalGlobe. GeoEye, i-cubed. Earthstar Geograp�l-!H."' °NES/Airbus DS. USDA, USGS,AEX,Getmapping.Aerogrid. IGNIGP./ swisstopo,and the GIS User Community.Copyright,`?2013 Esn. DeLor *,TE6,TomTom Document Path:H:IPrcjects120 13 0 3 024 McMahon-Marstons Mills V11lagelG1SWapsWOI1FEMA.mxd 'Flood Zones-FEMA's National Legend Flood Hazard Layer,July2014 lior.ley GrouU Sustainable Environmental Solutions Parcels .. 0.2 PCT Annual Chance Flood Hazard '&�1B"�'° `y'�°""°° ��•"°�°�°�° Flood Zones Area of Minimal Flood Hazard N FEMA's National Flood � =� AE Hazard Layer X 0 400 Marstons Mills Village • 1 Marstons Mills, MA 1" = 400 feet Date:2/5/2015 Figure 3 � ♦,. ,`�6,� ,_;i,�,�'�;,M��� ,{ ^'- � ' MAP SCALE 1' = 500' • �j i OG 50 0 500 1000 r• r, +*u�'{�'� s �� r' a�t Jvv''��ti `FiQR` f„ <! FEET 4; #f e y .: � „ car PANEL 0543J t 4 � A �. .�, •,; , • � rr � FIRM r 149 "i' 5Jr ''" n FLOOD INSURANCE RATE MAP<17 �� s BARNSTABLE COUNTY, .. < .. r '. 'Y :� • �% ® MASSACHUSETTS s 0 P 43 OF(ALL JURISDICTIONS) Y ` 875- -- (SEE MAP INDEX FOR FIRM PANEL LAYOUT) �•• y -J y.+ ''�` 7Pled CONTAINS'. AB7923) • a COMMUNITY NUMBER PANEL SUFFIX �: • BARNSTAS F.TOWN OF 250001 0St0 J MED'• �;` ZONE AE A. r Notice to User: The Map Number shown below '1 r should be used when placing map orders; the r Community Number shown above should be -r -x fi• used on insurance applications for the subject ` a community. ,4 MAP NUMBER 25001CO543J WINDING CONE ROAD �,U' EFFECTIVE DATE JULY 16,2014 •,a 7�.J Federal Emergency Management Agency A _ i JLLL r This is an official copy of a portion of the above referenced flood map. tt MARSHVIEW was extracted using F-MIT On-Line. This map does not reflect changes 0'Q 1�1NE -w } or amendments which may have been made subsequent to the date on the RyC�RC !t • title block. For the latest product information about National Flood Insurance LE ♦, Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov r' • flu I T. 4 t • 4 F t f, • r I' ' :E ri DigifaiC�lobe�GeoEye i cub d, E - E• Arr•us a-;US©Y�•,�S.G� AEx,G ri•,I s opo, n• th. IS_G1 �wtCornmuriity;:Cop._I Document Path:H IProjects12013113024 McMahon-Marstons Mills VillagelGISlMapsWO/IConstraints.mxd Legend 'GIS Data-MassG/S 1 iorsley Wii leis Group Sustainable Environmental Solutions IO RM M•SBnOwM,W•O]SQ] Ta SOB 6JJ60.V•fa..SOlN9J50•MwaMwM•.can Parcels DEP Wetlands C, NHESP Priority Habitats ^"-'"'' Hydrologic Connection N of Rare Species Wooded marsh Existing Constraints 3 NHESP Estimated Habitats Marstons Mills Village of Rare Wildlife S Open Water 0 300 Marstons Mills, MA I I 1" = 300 feet Date:2/5/2015 Figure 4 L� • • • •` ' "EIS _ - .. ::: ' •V' ... ..: • Route 149 looking north. The p roP osed boardwalk will connect to the end.. of the existing sidewalk, as indicated by'the yellow circle.: Mill Pond is • located to the left.hand side ofthe photo. • • • sc ; • i a • A view of Mill Pond, looking southwest. The bordering vegetated wetland is visible upgradiient of the pond. - w i • . 7, : .. t '�• « ':r� uv i � s� y: �� .t•tj�`� to �'✓ry ���7<',�+ ti r< ittA 4` a� 1 : n- • }ramt'�:i 'C .. '�`"� ..� �`. , '" i7 t'•, ^-� Est'- ` ' ; 1� ��rh 40 +'. •i !r Fy'i`' •\ ^,j. �1M''..� r�^ /'1r ,jai'�ttc.ram.• •Y..��., ',�_ 1." � . .'f/ i _ I 1_ . .sue Y� :lG•. �'/ b`:^' a.tl i":• NO- •-C � a �--111 y � ,a v t.i > N.�i.Ott[a/ss/.I!•p�1)ItiYtii.�fi�lwl'.lA.itltM• .=ten. • • e ... .. r APPENDIX A • MESA Review Exe mption Request . . . .. . . . . . i . .: .. Sustainable Environments!Solutions Sandwkh 02563 S'ORoute6h • ,f.tA • 7aC:5ra9833.650�Q •.fax:508=633-3l50 YAYY/.f�019f8�YAH8fl,CARi. .. . March 12,.2015 Emily Holt, Endangered Species Review Assistant Massachusetts Division of Fisheries and Wildlife Natural Heritage and Endangered Species Program One Rabbit Hill:Road • Westborough, MA 01581 Rec. MESA Review Exemption:Request Marstons Mills Village Roadway Improvements, Route.:149, Marstons Mills, Massachusetts NHESP Tracking No.14-34011 : . Dear Ms. Holt: On behalf of the proponent,thel Town.of Barnstable,:and in accordance with the Massachusetts • 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 he proposed roadway.:: • improvement project in Marstons Mills, Massachusetts. A:Rare Species Information Request(January 14,:2M) confirmed tha:t.a portion:of.the project area falls _. within PriorityHabitat o Rare Species. PH 1132 and Estimated Habitats o Rare Wildlife EH 880 One f p ( ). f ( ). • fish species Is documented as occurring within this mapped area (Figure 4),the Bridle Shiner(Notropis • bifrenatus),and is.a species of Special Concern Site Description The site is located along Route 149 (Cotuit Road),Irom the intersection at River Road and Main Street _. south to Route 28 in Marstons Mills, a village of Barnstable, Massachusetts(Figures 1 and 2). Mill Pond is located to the west of Route 149.:A fish ladder also exists to the:west of Route 149,at the outlet:to • Mill Pond. The area is comprised primarily of residential neighborhoods in all directions, aside_ _from a small low-density commercial area in theAowntown village area at the junction of.149 with:River Road .: and Main Street. The existing two-lane paved roadway:(i.e., Route 149) 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 comprised of lawn and landscaped areas associated with residences • and areas of naturally vegetated areas in and near the.wetlands..Mill Pond.and:the fishway are used as a small park area used for passive recreation by local re .dents. Route 149 is also designated as a Scenic Road in the Town of Barnstable. .A large area of shrub swamp is located to the east of Route 149, along with the Marstons Mills River. Proposed rolect The Town of Barnstable is proposing roadway improvements within the Village of Marstons Mills, as part .. .. ... ... _. of a comprehensive plan to create pedestrian-oriented village centers. In addition to re-grading this segment of.Route 149;the Town also proposes to install drainage improvements,tree pits, sidewalks; • H:\Projects\2013\13024.McMahon-Marstons Mills Village\Permitting\N01\130312_MESA—Exemption—Request-1 0090.docx • Emily:Holt March.12,.2015 .. . . - :Page 2 of:2 � and crosswalks. The:project area is currently comprised of existing roadways and vegetated right-of= ways along the roadway. The proposed roadway redevelopment project is intended to increase the:' vehicular and::pedestrian public safety of Route:149 while simultaneously limiting increases in impervious.area and providing a higher level of stormwater treatment.. The project locus (Route 149) is bordered to the east and west by an area of BVW, Mill Pond,and the Marstons.Mills River.::A portion of the:work involves disturbance within buffer zone to BVW and work within Riverfront Area. 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 ciewatering 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 rema:n:iiri 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.(N01) submitted to the. Barnstable Conservation Commission is attached for reference. Exemption Request While a portion of the proposed roadway improvement project occurs within both Estirriated and . • Priority Habitats of State-listed species, HW believes that this project would be exempt from MESA Review.in accordance with 311 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 . our feet from an existing travel lane, paved and unpaved driveways and paved and unpaved parking f f f g areas,provided such:unpaved driveways and unpaved parking.areas are for year=round use and are not thereafter paved,:but not including bike paths, at 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 CM1710.00), and not including actions that are likely to result in changes to storm water • drainage." We are seeking confirmation from N.HESP of this exemption. � I Should you have questions pertaining to this request, please do not hesitate to contact meat 50M33- :6600 or by email at acsmith@horsleywitten.com. Sincerely, HORSLEY WITTEN GROUP, INC.: :: Amanda Crouch:Smith, PWS Project Scientist .. .. ... ... ... . Enclosures . N:\Projects\2013\13024 McMahon-Marstons Mills Village\Permitting\NOI\l30312 MESA Exemption Request_10090.docx _. .. ... ... .. �. • Commomvealth of Massachusetts ..: Division of • N Fisheffies Wildlife MassWi/d/ife . Wayne:F.MacCallum,Director January 14,2015 Amanda Crouch-Smith: Horsley Witten Group;Inc 90 Route 6A Sandwich MA 02563 _. RE: Project Location: Route 149 from River Rd to Falmouth Rd Town: . BARNSTABLE • NHESP Tracking No.: 14-34011 To Whom It May Concern: Thank you for contacting the Natural Heritage and Endangered_Species Program of the MA Division of Fisheries&"Wildlife(the"Division')forinformation"regardingstate-listed rare species in the vicinity of the above referenced site. Based on the information provided,this project site;or a portion thereof;is located within Priority Habitat 1132 (PH 1132)and Estimated Habitat 880(EH 880)as indicated in the" Massachusetts Natuml.Heritage Atlas(13!'.Edition).::Our database indicates.that the following:state-listed rare species have been found in the vicinity-of the site: • Scientific name Common Name Taxonomic Group State Status Notropis:bifrenatus:: Bridle Shiner: Fish Special Concern::: • The species listed above is protected:under the.Massachusetts Endangered Species Act(MESA) (M.G.L.c. 131A)and its implementing regulations(321 CMR 10.00). State-listed wildlife are also protected under the staWs:Wetlands Protection.Act(WPA).(M.G.L.:c.-131,s.40)and its implementirig regulations(310 • CMR 10.00). Fact sheets for most state-listed rare species can be found on our website " (www.mass.gov/.nhesp). - Please note that projects and activities located within Priority and/or Estimated Habitat must be reviewed by the Division for compliance with the state-listed rare species protection provisions of MESA (321 CMR 10.00)and/or the WPA 31( 0 CMR 10.00). . .. . . . • Wetlands Protection.Act{WPA If the project site is within Estimated Habitat:and a Notice of Intent(NOI)is required,then a copy ofahe NOI must be submitted to the Division so that it is received at the same time as the local conservation_ commission. If the Division determines that the proposed project will adversely affect the actual " Resource Area habitat of state-protected wildlife,then the proposed project may not be permitted(31:0 CMR 10.37,10.58(4)(b)&10.59). In such a case;the project:proponent Imay request a consultation:w ith the Division to.discuss potential:project design modifications that would avoid adverse effects to rare wildlife: habitat. A streamlined joint MESA/WPA review process is available. When filing a Notice of Intent(NOI),the applicant may file concurrently under the MESA on.the same NOI form and qualify for a 30-day www.mass.gov n esp Division of Fisheries and Wildlife- - - - • Field Headquarters,One Rabbit Hill.Road,Westborough,MA 01581 .508 389-6300" Fax 508)389-7890 An Agency of the Department offish and Game .. • .. ... No. - 011,page 2 of NHESP 14,34 2 streamlined joint review. For a copy of the NOI form;please visit the MA Department of Environmental Protections website: http://www.mass.gov/dep/water/approvals/wpaform3.doc. • • MA Endangered Species:-Act (MESA) • If the proposed:project is located within Priority:Habitat and is not exempt from review(see 321 CMR 10.14),then project plans,a fee,and other required materials must be sent to Natural Heritage Regulatory Review to determine whether a probable"take"under the MA Endangered Species Act would occur(321 • CMR.10.18). .Please note.that all proposed and anticipated:development must be disclosed,as MESA: does not allow project segmentation(321 CMR 10.16). For a MESA filing checklist and additional • .. information please see:our website:www.mass.gov/nhesp ('Regulatory Review'lab). p. _. Y. ) We:recommend that rare species habitat concerns be addressed during the project designPhase : ot to submission.of a formal'MESA filing,as.avoidance.and minimization of impacts to rare species and their, • habitats is:likel, t�pedite endangered species regulatory review. This evaluation is based on:the most:recent information available in the Natural Heritage database,which • is:constantly being expanded and updated through ongoing research and inventory. :If you have any • questions regarding this letter please contact Emily Holt,Endangered Species Review Assistant,at(508) • 389-6385. • Sincerely, • i • Thomas.W..French;Ph.D. • Assistant Director • • • • • • . • • • • • • • • I � Natural Heritage • Bridle Shiner Endangered Sp ecies • Notropis.b frenatus Program • Massachusetts Division of Fisheries.& Wildlife State Status: Special Concern Route 135, Westborough,MA 01581 ie ( ) - ; fay: .( ) - • 508 3896360 508 3897891 Federal: N era Status: one l . t,rrv�i,i7hesp • Description: The Bridle Shiner is a small minnow(<50 mm)that is straw colored with a distinct dark lateral band that starts at the tipof the snout and ends in a spot at the •' `' base of the caudal fin. This minnow has a large eye and a somewhat pointed, slightlysubterminal mouth. The scales ' on the sides of the body have distinct darkoutlines. .The . breast is usually 90-100%scaled and the belly is.fully scaled. The lateral line is generally incomplete:Bridle: . Dra.Ning by Laszlo Meszoly,from,Hartel ct al. 2002. Leland Fishes of Massachiisctls. Shiners have 32-36 lateral line scales. They generally have 8 dorsal rays,7 anal rays,8 pelvic rays,:and 12 pectoral rays. They have:a silvery and lightly speckled peritoneum Life History: The Biidle,Shiner.matures at a year and only (lining of the body cavity). lives for about 2 years. Spawning occurs during the day from late May to the end of July but may occur as late as August. Spawning sites are,generally,located in:water depths of 0.6 m Habitat: Bridle Shiners are found'in clear:watcr in slackp _ g g Y. . areas of streams and rivers:and are also found in lakes:and: in clearings surrounded by:dense submerged vegetation,such ponds. They are associated with moderate levels of as Myriophylhun or Chai•cr: Eggs sink and.adhere to . submerged aquatic vegetation with open areas where they vegetation. Young of the year remain in vegetation until late can school. Bridle Shiners seem to prefer sites with high July when they begin to school with other young of the year: coverage of submerge aquatic vegetation along the bottom bridle shiners,and by August they join adult schools. Bridle 25 cm: In addition, sites with Bridle Shiner ternd to have Shiners are visual predators and.feed only during the day. more aquatic vegetation with feather-like leaves such as They feed in the water column or around aquatic vegetation; Cei-atophylhnn. although before.aquatic vegetation has started growing in the spring,they feed at the bottom. Their diet mainly consists of invertebrates,such as:Chironomidae,Cladocera and C • opepoda. Bridle Shiners are not good swimmers and are • f S�3 Y rspecies. ideal pre for pickerel bass, and perch LT J1-` Threats: Habitat alterations due to hubidrty, flow :: alterations' draining of ponds, and exotic species are major ' A j 0. threats to Bridle:Shiners Bridle Shiners are visual feeders • f;}. I ,� �, �t`�}''J f and turbidity will decrease their feeding efficiency. Bridle Shiners are also poor swimmers and as:such changes in flows • l� can negatively.impact their habitats. When exotic plants dominate and form large Monoctilfures,this changes the . i Bridle Shiner's preferred habitat of vegetation with open ,�'"-r:-•,� : areas. Distribution in Massachusetts l • 1983-current v� Based on records in,Natural Heritage Database —` Breeden Season ..: Jan Feb Mar Apr I Mayl Jun I Jul `Aug I Sep 1,Oct I Nov Dec • _ .. Updated Upda d August 2008.. • • Pleasc allow the Natural Heritage&Endangered Species Program to continue to conserve the biodiversity of Massachusetts with a contribution for `endangered wildlife conservation'on your state income tax form as these donations comprise a significant portion of our operating budget. • II • • • wi . • . • . .. .. ... . • �I • • • II • I • w • • • • • • • • • • • • .. • BARNSTABLE MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS SHEET TOTAL - NO. SHEETS MARSTONS MILLS VILLAGE 1 TITLE SHEET AND INDEX CENTER IMPROVEMENTS INDEX. IN THE TOWN OF THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND SHEET NO. DESCRIPTION BRIDGES DATED 1988,AS AMENDED,THE SUPPLEMENTAL SPECIFICATIONS DATED JUNE 15,2012, THE INTERIM SUPPLEMENTAL SPECIFICATIONS DATED DECEMBER 12,2014,THE JUNE 2014 --------- BARNSTABLE CONSTRUCTION STANDARD DETAILS,THE 1996 CONSTRUCTION AND TRAFFIC STANDARD DETAILS 1 TITLE SHEET AND INDEX (AS RELATES TO TRAFFIC STANDARD DETAILS ONLY),THE LATEST EDITION OF THE MANUAL ON 2 ----------- LEGEND AND ABBREVIATIONS UNIFORM TRAFFIC CONTROL DEVICES WITH MASSACHUSETTS AMENDMENTS,THE 1990 STANDARD 3.4 ----------- TYPICAL SECTIONS DRAWINGS FOR SIGNS AND SUPPORTS,THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS 5.14 --------------- CONSTRUCTION DETAILS BARNSTABLE COUNTY AND HIGHWAY LIGHTING AND THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY 15.20—•----------- CONSTRUCTION PLANS STOCK,WILL GOVERN. 21-26----^ ^- DRAINAGE AND UTILITY PLANS 27-33--- PROFILES 34-39 CURB TIE PLANS 40 GRADING PLAN 4146------- LANDSCAPE PLANS 47-52-- _= LIGHTING PLANS 53.58--- TRAFFIC SIGNS AND PAVEMENT MARKING PLANS 59 -----^----^^- TRAFFIC SIGN SUMMARY 80 .....__....—.__--. TEMPORARY TRAFFIC CONTROL PLAN N 81-88---- -- CROSS SECTIONS THE PERMITTING PLAN SUBMITTAL IS A SUBSET OF THE FULL ,��O FALM H PLAN SET LISTED ABOVE. THE FOLLOWING SHEETS ARE DESIGN DESIGNATION INCLUDED WITHIN THIS SUBMITTAL SET. COTUIT ROAD(ROUTE 149) LIMIT SHEET NO. DESCRIPTION BARNSTABLE STA.125 WORK +21 DESIGN SPEED 25 MPH 1 TITLE SHEET AND INDEX ADT(2013) 7,550 2 .................................. LEGEND AND ABBREVIATION ACT(2033) 9,250 3 ..................................TYPICAL SECTIONS p K 12% 9-14 CONSTRUCTION DETAILS(DRAINAGE-HORSLEY WITTEN)-STAMPED D 50%NB/50%SB 15 ................................CONSTRUCTION PLANS T(AVERAGE DAY) 3% 21-26 DRAINAGE AND UTILITY PLANS(HORSLEY WITTEN)-STAMPED LIMIT OF WORK DHV 1,110 27-29 ............................... PROFILES STA.206+91 DDHV 555 34 ...............................CURB TIE PLAN pOy7. FUNCTIONAL CLASSIFICATION URBAN MINOR ARTERIAL 41-46 ................................ LANDSCAPE PLANS(HORSLEY WITTEN)-STAMPED 28 47 ............................... LIGHTING PLAN LIMIT OF WORK RD• 53 ............................... TRAFFIC SIGNS AND PAVEMENT MARKING PLANS STA.302+44 FAU�0U'cH 61-64 ................................ CROSS SECTIONS MAAN S7: LIMIT OF WORK STA.103+00 1000 0 1000 2000 75%SUBMISSION MARCH 2O15 SCALE 1"=1000' • c1 LENGTH OF PROJECT=3038 FEET=0.575 MILES PREPARED BY: tiMcMAHON Horsley Witten GrDup Sustainable Environmental SoluNorts I -• • n.ram w..or'�+�m�''m�rw»r...e.s.�..0 a avnaa 3L e10 nr T w>N�ata,sn ma n ss-ma wow(sue . leL(m»as-aoso tFl(SOe1 le�u�a I BARNSTABLE • LEGEND ABBREVIATIONS MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS SHEET TOTAL GENERAL SYMBOLS GENERAL SYMBOLS (CONT.) NO. SHEM EXISTING PROPOSED EXISTING PROPOSED GENERAL z o LEGEND AND ABBREVIATIONS AADT ANNUAL AVERAGE DAILY TRAFFIC o EEOJB OR BRJB ®JS OR BRJB JERSEY BARRIER ON BRIDGE OR JERSEY BARRIER HAY BALES/SILT FENCE ABAN ABANDON 3 IE ❑ CS CATCH BASIN RETAINING WALL ADJ ADJUST GENERAL(CONT.) w -� CI a CURB INLET TREE LINE OR LIMIT OF CLEARING AND GRUBBING APPROX APPROXIMATE m • ® ® BUOY BUOY -------- SAWCUT LINE A.C. ASPktALT CONCRETE PVMT PAVEMENT ® ® FPL FLAG POLE ————— TOP OR BOTTOM OF SLOPE ACCM PIPE ASPHALT COATED CORRUGATED METAL PIPE PWW PAVED WATER WAY °zQ • �► ————— LIMIT OF EDGE OF PAVEMENT OR COLD PLANE&OVERLAY BIT BITUMINOUS _ RROP PROPOSERADIUS OF CURVATUREw FLOW DIRECTION _ BC BOTTOM OF CURB BANK OF RIVER OR STREAM BD BOUND © GAS PUMP OWF-� BORDER OF WETLAND R&D REMOVE AND DISPOSE • 100 FT WETLAND OR 200 FT RIVERFRONT BUFFER BL BASELINE R&R REMOVE AND RESET X BLDG BUILDING O DI O Di DROP INLET -- z STATE HIGHWAY LAYOUT BM BENCH MARK RCP REINFORCED CONCRETE PIPE i RD ROAD J C7 ED MAIL BOX - TOWN OR CITY LAYOUT SO BY OTHERS RDWY ROADWAY t ❑ GR ❑GRAN POST GRANITE POST -- COUNTY LAYOUT SOS BOTTOM OF SLOPE REM REMOVE t' C7 PLN O PLANTER PLANTER - TOWN OR CITY BOUNDARY LINE SR BRIDGE RET RETAIN = O PST O POST POST P OR APPROX. P.- PROPERTY LINE OR APPROXIMATE PROPERTY LINE CB CATCH BASIN RET WALL RETAINING WALL S • - - CBCI CATCH BASIN WITH CURB INLET ROW RIGHT-OF-WAY _ M TBH ® TBH TELEPHONE BOOTH ---- ----- --- EASEMENT CC CEMENT CONCRETE RR RAILROAD • ff) VLT O VLT VAULT ; CCB CAPE COD BERM R&R REMOVE AND RESET ® VLV ® VLv VALVE CCM CEMENT CONCRETE MASONRY - R&S REMOVE AND STACK ® WELL ® WELL WELL PAVEMENT MARKINGS AND SIGNING SYMBOLS I CEM CEMENT RT RIGHT • ❑ EHH ❑ EHH ELECTRIC MANHOLE(HANDHOLE) EXISTING PROPOSED CI CURB INLET SB SOUTHBOUND O FCGA GATE POST 4 CIP CAST IRON PIPE SGC SLOPED GRANITE CURB . —0 FL --D FL FLOW LINE N 'I PAVEMENT ARROW-WHITE CIT CHANGE IN TYPE SHLD SHOULDER 0 GAS GATE VIILI l CL CENTERLINE LEGEND'ONLY--WHITE CLF CHAIN LINK FENCE SHLO STATE HIGHWAY LAYOUT LINE 0 BH 0 BH BORING HOLE SL STOP LINE-12° r ST SEWER MANHOLE CMP CORRUGATED METAL PIPE S • MONITORING WELL I P CORRUGATED STEEL PIPE STREET �� Cyy CROSSWALK 1 CS STA STATION • TEP TEST PIT syvlL CO COUNTY STNB - STONE BOUND SOLID WHITE LANE LINE CONC CONCRETE 0 HC 0 CONC.HOWL CONCRETE HEADWALL BWLL CONT CONTINUOUS SW SIDEWALK . ❑ HH HANDHOLE — — — — — BROKEN WHITE LANE LINE-6"(10'LINE,30'SPACE) T TANGENT DISTANCE OF CURVE/ ( HS STONE DHwL STONE HEADWALL SWEL SOLID WHITE EDGE LINE-6" CONST CONSTRUCTION TAN TANGENT YGL CR GR CROWN GRADE HYD HYDRANT • YELLOW GORE LINE-12"(15'SPACING,1:3 SLOPE) TEMP TEMPORARY OYCL DHV DESIGN HOURLY VOLUME TC TOP OF CURB LPL LIGHT POLE DOUBLE YELLOW CENTER LINE-6° DI DROP INLET swcHL TOO TOWN LAYOUT LINE . ❑ CO. B0. ❑ CO.BO. COUNTY BOUND SOLID WHITE CHANNELIZATION LINE-12" DIA DIAMETER TOS TOP OF SLOPE 0 GPS GPS POINT WGL WHITE GORE LINE-12" DIP DUCTILE IRON PIPE TYP TYPICAL SYEL OW STEADY DON'f WALK-PORTLAND ORANGE • Q CMH CABLE MANHOLE SOLID YELLOW EDGE LINE-6" �� DWY DRIVEWAY UP UTILITY POLE QD QD DRAINAGE MANHOLE - — - BVCL� BROKEN YELLOW CENTER LINE-6°(10'LINE,30'SPACE) VAR VARIES © ELECTRIC MANHOLE SYCL EB EASTBOUND VERT VERTICAL SOLID YELLOW CENTER LINE ELEV(OR EL.) ELEVATION VC VERTICAL CURVE Q GMH GAS MANHOLE - - - - 2WLL DOTTED WHITE LANE LINE-6"(2'LINE,6'SPACE) EMS EMBANKMENT VGC VERTICAL GRANITE CURB Q MMH MISC MANHOLE _ DYL� DOTTED YELLOW LANE LINE-6'(2'LINE,6'SPACE) EOP EDGE OF PAVEMENT WB WESTBOUND • Q OMH OTHER MANHOLE EXIST EXISTING Q SMH Q5 SEWER MANHOLE 1 EXC EXCAVATION WCR WHEELCHAIR RAMP WG WATER GATE F&C FRAME AND COVER • Q TMH TELEPHONE MANHOLE F&G FRAME AND GRATE WIP WROUGHT IRON PIPE Q WMH WATER MANHOLE WM WATER METER/WATER MAIN ❑ MHB ■ MHB MHD BOUND FDN FOUNDATION XSECT CROSS SECTION • ❑ MON ❑ MON MONUMENT FLDSTN FIELDSTONE GAR GARAGE ❑ SB ❑ SB STONE BOUND GO GROUND ■ ■TOWN OR CITY BD.TOWN OR CITY BOUND GG GAS GATE TSN TRAVERSE OR TRIANGULATION STATION GI GUTTER INLET - • O TRNP 11 TRANS.POLE GIP GALVANIZED IRON PIPE �UFB -O-UFB UP W ITH FIREBOX GRAN GRANITE LPDL O LPDL POLE WITH DOUBLE LIGHT GRAV GRAVEL • J GRD GUARD �ULT -a-LILT UP W ITH 1 LIGHT HOW HEADWALL UP UTILITY POLE HMA HOT MIX ASPHALT �--¢ UP UTILITY POLE WITH GUY - HOD HORIZONTAL HYD HYDRANT • Q © BUSH BUSH INV INVERT TREE TREE JCT JUNCTION O STUMP STUMP K TRUCK PERCENTAGE SWAMP/MIARSH L LENGTH OF CURVE LB LEACHING BASIN O OG WATER GATE LP LIGHT POLE JA - • FA FIRE ALARM BOX LT LEFT • aPM • PM PARKING METER M.A. MAST ARM 1 ELECTRICAL GROUND MAX MAXIMUM • m cv GATE VALVE MB MAIL BOX ® ® RIP RAP MH MANHOLE ----- -•-•- OVERHEAD CABLE - MHB MASSACHUSETTS HIGHWAY BOUND • - - - -•-•- MIN MINIMUM DIRECT BURIAL CABLE CURBING NB NORTHBOUND NIC NOT IN CONTRACT ---,w-- —185— CONTOURS NO. NUMBER D -----°— DRAIN PIPE(DOUBLE LINE 24 INCH AND OVER) PC POINT OF CURVATURE ..... ...:....._.:.......... —_---c— ELECTRIC DUCT " PCC POINT OF COMPOUND CURVATURE - --'- ------GAS MAIN ° PGL PROFILE GRADE LINE • ---- ----•— SEWER MAIN ° PI POINT OF INTERSECTION ..........:.................. - - _•—�= TELEPHONE DUCT POC POINTONCURVE WATER MAIN POT POINT ON TANGENT o BALANCE STONE WALL PRC POINT OF REVERSE CURVATURE PROJ PROJECT • CULVERT i PROP PROPOSED -�--- GUARD RAIL PSB PLANTABLE SOIL BORROW GUTTER LINE AT DRIVEWAYS PT POINT OF TANGENCY ° • -•--•--�- -•--•--•--+- CHAIN LINK FENCE PVC POINT OF VERTICAL CURVATURE PVI POINT OF VERTICAL INTERSECTION • PVT POINT OF VERTICAL TANGENCY • M • �� BARNSTABLE N COTUIT ROAD(ROUTE 149) MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS 2 • S TOTAL NO. E SHEETS EXIST EXIST 3 88 • ROW ROW 801-90' TYPICAL SECTIONS c • EXIST ROW SHEET 1 OF 2 5.5' 11' 11' 5.5' 0 SIDEWALK TRAVEL LANE TRAVEL LANE SIDEWALK � z _o • 4"LOAM&SEED ~ U 4"LOAM&SEED I `� • I a MEET EXIST 1.5%" MATCH DYCL MATCH 1.5%• MEET EXIST a EXIST EXIST �.._... _..._. �...._... PAVEMENT NOTES = I SAWCUT S"CUT PROP CEM PROP COLD CONC SW(TYP) PROP VGC(TYP) PROP CEM CONC PLANEIPVMT j CURB LOCK(TYP) OVERLAY PROPOSED PAVEMENT RECLAMATION •TOLERANCE FOR CONSTRUCTION=t 0.5% SURFACE: 2•HMA SURFACE COURSE COTUIT ROAD (ROUTE 149) BASE: 4.5"HMA BASE COURSE STA 103+00 TO STA 107+15 SUBBASE: 8"(MIN)RECLAIMED BASE COURSE • PROPOSED COLD PLANE PAVEMENT OVERLAY COTUIT ROAD(ROUTE 149) SURFACE: 2'HMA SURFACE COURSE • EXIST EXIST ' ROW _ ROW BITUMEN FOR TACK COAT(RS-1)AT • ,W 75 0.07 GAUSY OVER MILLED PAVEMENT EXIST ROW • 2'COLD PLANE I 5.5 11' 11' S.5 I • SIDEWALK TRAVEL LANE I TRAVEL LANE SIDEWALK • I 4'LOAM&SEED I PROPOSED HOT MIX ASPHALT DRIVEWAY 4"LOAM&SEED 1.5%" DYCL 1.5%• MEET EXIST SURFACE: 3.5'HOT MIX ASPHALT MEET EXIST 2% 2% __ __ _ _ .___ --_— (1.5-SURFACE COURSE MATERIAL OVER 2"INTERMEDIATE COURSE MATERIAL) SUBBASE: 8"GRAVEL BORROW(TYPE b) • PROP CEM CONC SW(TYP) PROP PVMi RECLAMATION PROP VGC(TYP) PROPOSED CEMENT CONCRETE SIDEWALK •TOLERANCE FOR CONSTRUCTION=3 0.5% • _ COTUIT ROAD (ROUTE 149) SURFACE: 4"CEMENT CONCRETE WALK SURFACE • STA 107+15 TO STA 112+00± SUBBASE: 8"GRAVEL BORROW(TYPE b) • COTUIT ROAD(ROUTE 149) PROPOSED CEMENT CONCRETE DRIVEWAY APRON EXIST EXIST SURFACE: 6'CEMENT CONCRETE WALK SURFACE ROW ROW 40� SUBBASE: 8'GRAVEL BORROW(TYPE b) EXIST ROW 5 81 8' 11' 11' 4.5' I • SIDEWALK LANDSCAPE PARKING LANE TRAVELLANE TRAVEL LANE LANDSCAPE BUFFER I BUFFER • 4'LOAM&SEED PARKING PVMT MARKING MEET EXIST MEET EXIST 1.5%• 2 DYCL 2% % • ..LOAM 8 SEED 71ROPCEM I PROP PVMT RECLAMATION CONC SW PROP VGC(TYP) •TOLERANCE FOR CONSTRUCTION=t 0.5% COTUIT ROAD (ROUTE 149) 4 0 4 9 • STA 112-00±TO STA 122.00± SCALE IN FEET e • • I • SURVEY NOTES DEWATERING EROSION&SEDIMENT CONTROL NOTES • 1. E TOPOGRAPHY MID EXISTING SITE DETAIL DEPICTED HEREON WERE OBTAIN ENT ANTICIPATED. OBTAINED FROM AN INSTRUM SURVEY CONDUCTED ON 1, A HIGH WATER TABLE IS NOT ANCIPATED.HOWEVER IF THE WATER TABLE IS ENCOUNTERED DURING EXCAVATION. BARNSTABLE TH R THE GROUND BY THE HORSLEY WITTEN GROUP.INC. TEMPMAAILY LOWER THE WATER TABLE BY PUMPING AS INDICATED IN THE DEWATERING SUMP DETAIL INSTALL A I. PRIOR TO THE START OF CONSTRUCTION A NOTICE OF INTENT MOO MUST BE FILED WITH NPOES.REFER TO THE STORMWATER MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS OEWAMRING BASIN AS INDICATED IN TINE DEWATERING BAG DETM AND PROVIDE A DEWATERWG PLAN DEPICTING AND POLLUTION PREVENTION PLAN(SWPPP)REGARDING ALL EROSION CONTROL MATTERS.MAINTAIN A WORKING COPY OF THE SWPPP ONSITE AT ALL TINES.FOLLOW THE SWPPP PROTOCOL FOR SITE MAINTENANCE INSPECTIONS MID PROPER • 2. THIS PLAN DOES NOT SHOW ANY RECORDED IS UNWRITTEN EASEMENTS WHICH MAY EXIST.HOWEVER,THIS GOES NOT ODNSTIME PROPOSED E CONSTRUCTION LOCATION.DIRECT THE PUMP DISCHARGE TO THIS BASIN TO PREVENT SEDIMENTS FROM ° SHEET TOTAL- DOCUMENTATON UNTIL THE SITE HAS BEEN ACCEPTED BY THE OWNER-AT THE COMPLETION OF THE PROJECT THE A GUARANTEE THAT NO SUCH EASEMENTS EXIST. LEAVING THE CONSTRUCTION AREA INSTALL ADDITIONAL BASINS IF RE LIMITO.INSTALL THE BASINCA INDICATED ON NO. SHEETS DRAWINGS IF SO NOTED,OTHERWISE INSTALL THE BAIL W(S)WITHIN THE LIMIT OF DISTURBANCE INDICATED BY THE SILT CONTRACTOR OR OWNER MUST FILE A NOTICE SITE TERMINATION C WITH NPDES.IN ACCORDANCE WITH DOES REGULATIONS,THE J. THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE NORTH AAERICAN VERTICAL DATUM OF 1 DAB. FENCE OR STHAWBALES. REPORTS D COMPLPPPETED MUST INCLUDE ALL E THE SITE EROSION CONTROL DOCUMENTATION,WEEKLY EROSION INSPECTION ❑ AS LO REPORTS COMPLETED BV THE DESIGNATED SITE PERSONNEL,MID ANY OTHER PERTINENT SITE DOCUMENTATION MUST BE . 4. ALLL PROPERTY AND BOUNDARY LINES DEPICTED ME APPROXIMATE ONLY. 2. PRIOR TO ANY DEWATERING,THE DEWATERING PLAN MUST BE APPROVED BY THE ENGINEER RETAINED FOR A MINIMUM OF 3 YEARS FROM THE DATE OF TERMINATION. O CONSTRUCTION NOTES&DETAILS � S. EXISTING CONTOUR INTERVALS ME EQUAL TO ONE FOOT. 3. IF DEWATERING IS NECESSARY DURING CONSTRUCTION,IMPLEMENT THE PROPER ESC MEASURES ON SITE M PREVENT 2. DESIGNATE THE SITE CONSTRUCTION FOREMAN AS THE ON-SITE PERSONNEL RESPONSIBLE FOR THE DALLY INSPECTION AND SHEET 5 OF 10 c EROSION OR SEDIMENT RUNOFF.THESE MEASURES CAN INCLUDE OEWATERING BAGS.TEMPORARY STRAWBALES.SILT MAINTENANCE OF ALL SEDIMENT AND EROSION CONTROLS AND IMPLEMENTATON OF ALL NECESSARY MEASURES TO CONTROL W • 6. THE ACCURACY OF MEASURED PIPE W VENTS AND PIPE SIZES IS SUWECT TO Fff CON MT S.THE ABILITY M MARE VISUAL FENCES.SILT SOCKS AND/OR OTHER APPROVED DEVICES AS INDICATED IN THE DETAILS. EROSION AND PREVENT SEDIMENT FROM LEAVING THE SITE 4 OBSERVATIONS.DIRECT ACCESS TO THE VARIOUS ELEMENTS MO OTHER CONDITIONS. 3. INSTALL ALL EROSION MID SEDIMENT CONTROL(ESL)MEASURES AS INDICATED ON DRAWINGS IN CONSULTATION WITH THE I c INVASIVE SPECIES REMOVAL SEDUENCING CONSERVATION AGENT,AND ENGINEER BEFORE ANY CONSTRUCTION ACTIVITIES BEGIN.INSPECT,MAINTAIN.REPAIR AND m REPLACE EROSION CONTROL NEASURES.AS NECESSARY,DURING THE ENTIRE CONSTRUCTION PERIOD OF THE PROJECT.THE GENERAL CONSTRUCTION NOTES THE FOLLOW WG CONSTRUCTION SEDUENLE IS TO MUSED AS A GENERAL GUIDELINE THE CONTRACTOR TO COOROPUTE WfIH THE SITE PERIMETER EROSION CONTROLS ARE THE DESIGNATED LIMIT OF WORK.INFORM ALL PERSONNEL WOfRI(1�TN1G ON THE TOWN AND ENGINEERS AND SUBMIT A PROMISED CONSTRUCTON SECUENCE FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. PROJECT SITE THAT NO CONSTRUCTION ACTNRY6TO OCCUR BEYOND THE LIMB OF WORK AT ANY TIME THROUGHOUT THE B 1. ALL SITE SITE WORK TO COMPLETE THIS PROJECT AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS IS THE SOLE CONSTRUCTION PERIOD. 8 RESPONSIBILITY OF THE CONTRACTOR 1. IT IS ANTICIPATED THAT THE INVASIVES SPECIES REMOVAL WILL COMMENCE ONLY AFTER COMREIION OF ALL SITE OEMOLMOK REMEDLATION AN SITE PREPARATION.THE ENGINEER MUST BE NOTIFIED OF ANY DEVIATION OF THIS PROCESS. 4. MAINTAIN A MINIMUM SURPLUS OF 1W FEET OF EROSION CONTROL BARRIER(SILT FENCE SMAWBALE.&TOR SILT SOCK)ONSTE 2 UTILIZE ALL PRECAUTIONS AND MEASURES TO ENSURE THE SAFETY OF THE PUBLIC.ALL PERSONNEL AND PROPERTY DURING 2. EROSION AND SEDIMENTATION CONTROL MEASURES(E.G.SMAWSALE,SEDIMENT SOCK)SHOULD BE INSTALLED AS INDICATED ON -AT ALL TIMES. CONSTRUCTION IN ACCORDANCE WITH OSHA STANDARDS INCLUDING THE INSTALLATION OF TEMPORARY FENCING BARRICADES. THE PUNS PRIOR TO INVASIVE SPECIES OWNER TH REMOVAL ESEDIMENTATION • SAFETY UGHTING.CONES.POLICE DETAIL AND/OR FLAGMEN AS DETERMINED NECESSARY BY THE TOW WCITYILOCAL MUNICIPALITY. 3. THE LM M OSCE ARCHITECT OR BIOLOGIST WBI IDENTIFY INVASIVE SPECIES TO SE REMOVED 5. PROTECT ADJACENT RESOURCE AREA FROM DURING PROJECT CONSTRUCTION UNTIL ACCEPTANCE BY THE T. CONFORMANCE WITH THE ORDER OF CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR THE COST OF POLICE DETAIL AND FOR COORDINATING WITH THE LOCAL OR STATE POLICE 4. ONLY REMOVE LARGE TREES AS SHOWN ON THE PLANS OR AS IDENTIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT OR BIOLOGIST. m DEPARTMENT FOR ALL RED UIREO POLICE DETAIL REMOVE ALL STUMPS.ONLY GRIND STUMPS IF INVASIVE SPECIES ARE NOT WITHIN 10 FEET OF STUMP. O • S. CONDUCT REMOVAL OF INVASIVES SPECIES IN THE RNERMONT RESTORATION AREA AS DESCRIBED BELOW. 6. KEEP THE LIMIT OF CLEARING,GRADING AND DISTURBANCES TO A MINIMUM WITHIN THE PROPOSED AREA OF CONSTRUCTION. 3. MAEALLNECESSARYCONSTRUCTON NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS,PAY O WASH ALL TOOLS.BUCKETS.AND MACHINERY THAT COMES IN CONTACT WITX INVASIVE SPECIES INFESTED SOIL.ALL WASHING TO PHASE THE SITE WORK N A MANNER TO MINIMIZE AREAS OF EXPOSED SOIL IF TREES ME TO BE CUT,CLEM AND GRUB ONLY ALL FEES INCLUDING POLICE DETAILS AND POST ALL BONGS.IF NECESSARY,ASSOCIATED WITH THE SAME AND COORDINATE WITH OCCUR IN A LOCATION THAT DOES NOT DISCHARGE TOWARD THE PROJECT AREA THOSE AREAS WHICH ARE ACTIVELY UNDER CONSTRUCTION.PROPERLY INSTALL THE SEDIMENTATION CONTROLS PRIOR TO THE OWNER AND THE ENGINEER 10.DISPOSE OF SOIL W MSTED WITH INVASIVE SPECIES.ALL INVASIVE SPECIES DEBRIS TO BE DISPOSED OF AT AN APPROVED LOCATION BEGINNING ANY LAND CLEARING ACTIVITY ANDIOR OTHER CONSTRUCTION RELATED WORK. AS DESCRIBED IN THE SPECIFICATIONS. 4. ALL EXISTING CONDITIONS SHOWN ARE APPROXIMATE AND ME BASED ON THE BEST INFORMATION AVAILABLE.PRIOR TO THE START 11.PREPARE THE SURFACE FOR PLANTING. T. MONITOR LOCAL WEATHER REPORTS DURING CONSTRUCTION AND PRIOR TO SCHEDUUNG EARTHMOVING OR OTHER CONSTRUCTION VERIFY THAT THE PROMISED IMPROVEMENTS SHOWN ON THE PLANS 00 NOT CONFLICT WITH ANY KNOWN EXISTING 12 INSTALL BIODEGRADABLE EROSION CONTROL BLANKET ON ANY SLOPES 3:1 OR GREATER SEE DETAIL CONSTRUCTION ACTIVITIES WHICH LEAVE LARGE DISTURBED AREAS UNSTABILIZED.IF INCLEMENT WEATHER IS PREDICTED, OR OTHER PROPOSED IMPROVEMENTS.IF MY CONFLICTS ARE DISCOVERED.NOTIFY THE OWNER AND THE ENGINEER PRIOR TO 13.PLANT THE DISTURBED AREAS AS INDICATED ON THE LANDSCAPE PLAN. USE BEST PROFESSIONAL JUDGEMENT AND GOOD CONSTRUCTION PRACTICES WHEN SCHEDULING CONSTRUCTION ACTIVITIES U) • INSTALLING ANY PORTION OF THE SITE WORK WHICH WOULD SE AFFECTED. 14.ALL PLANTINGS ME TO BE MAINTAINED PER THE SPECIFICATIONS. AND ENSURE THE NECESSARY EROSION CONTROL DEVICES ARE INSTA AND FUNCTIONING PROPERLY TO MINIMIZE EROSION - '.- MOM ANY IMPENDING WEATHER EVENTS S. THE LOCATON AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS INDICATED ON THE DRAWINGS ARE BASED ON INVASIVE SPECIES MANAGEMENT RECORDS OF VARIOUS UTILITY COMPANIES.AND WHEREVER POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THIS INFORMATION IS 8. INSPECT EROSION AND SEDIMENT CONTROL DEVICES AND STABILIZED SLOPES ON A WEEKLY BASIS AND AFTER EACH RAINFALL NOT TO BE RELIED UPON AS BEING EXACT M COMPLETE.VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES EVENT OF.2S INCH OR GREATER REPAIR IDENTIFIED PROBLEMS WITHIN 24 HOURS TO ENSURE EROSION AND SEDIMENT IN THE FIELD PRIOR TO THE START OF CONSTRUCTION.CONTACT THE APPROPRIATE UTILITY COMPANY,ANY GOVERNING PERMITTING 11 NE SPECIES MANAGEMENT SHOULD BE CUSTOMIZED TO THE INDIVIDUAL SPECIES FOLLOWING THE SPECIFIC MEASURES OUTLINED CONTROLS ME IN GOOD WORKING ORDER RESET OR REPLACE MATERIALS AS REQUIRED. AUTHORITY IN THE TOWN.AND•OIGSAFE'(1-688J44 Mn)AT LEAST M HOURS PRIOR TO ANY EXCAVATION WORK IN PREVIOUSLY BELOW.THE USE OF HERBICIDES MUST BE APPROVED BY THE BARNSTABLE CONSERVATION COMMISSION.ALL HERBICIDE APPLICATIONS UNALTERED AREAS TO REDUEST EXACT FIELD LOCATION OF UTILITIES.THE CONTRACTOR MUST RESOLVE CONFLICTS BETWEEN THE MUST BE CONDUCTED By A MASSACHUSETTS LICENSED PESTICIDE APPLICATOR. D SURROUND THE PERIMETER OF SOIL STOCKPILES WITH SILT SOCK.SILT FENCE,STRAWSALES.OR A COMBINATION OF SILT FENCE PROPoSIM UTILITIES AND FIELD-LOCATED UTILITIES AND REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.THE WITH STRAWBALE.AS DETERMINED NECESSARY. ENGINEER ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED,INCID PLETELY OR 1. OMENTAL SITTERSWEET(CELASMUS ORMCULATUS) INACCURATELY SHOWN.THE CONTRACTOR MUST MAINTAIN ACCURATE RECORDS OF THE LOCATION AND ELEVATION OF ALL WORK 2. MULTIFLORA ROSE(ROSA MULTIRORA)AND 10.DISTURBED AREAS AND SLOPES MUST NOT BE LEFT UNATTENDED OR EXPOSED FOR EXCESSIVE PERIODS OF TIME SUCH AS THE INSTALLED AND EXISTING UTILITIES FOUND DURING CONSTRUCTION FOR THE PREPARATION OF THE ASBULLT PLAN. 3. TARTARIAN HONEYSUCKLE(LONICERA TARTARICA) Z INACTIVE WINTER SEASON. PROVIDE APPROPRIATE STABILIZATION PRACTICES ON ALL DISTURBED AREAS AS SOON AS POSSIBLE BUT NOT MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTVITY IN THAT AREA HAS TEMPORARILY OR 6. COORDINATE AND MAKE ALL CONNECTION ARRANGEMENTS WITH UTILITY COMPANIES,AS REQUIRED. MANUAL CONTROL REMOVE PLANTS BY HAND TO A DEPTH OF APPROXIMATELY Z.CAUTION MUST BE TAKEN TO ENSURE ALL ROOTS AND PERMANENTLY CEASED. REINFORCE TEMPORARY AREAS HAVING A SLOPE GREATER THAN 4.1 WITH EROSION BLANKETS OR RUNNERS HAVE SEEN REMOVED.A HAND DIGGING TOOL SUCH AS A WEED WRENCH MAY BE USED. APPROVED EQUAL UNTIL THE SITE IS PROPERLY STABILIZED.TEMPORARY SWALES MAY ALSO BE REQUIRED IF DETERMINED T. THE CONTRACTOR MUST MAINTAIN ALL EXISTING UTILITIES IN WORKING ORDER AND FREE FROM OMAGE DURING THE ENTIRE NECESSARY IN THE FIELD BY THE ENGINEER. DURATONOFTHEMR CT.REPAIRANYDMAGETOMSTNGUTUT UNESMSTR RESINCURREDDURINGCONSTRUCTION STORMWATER FACILITY OPERATION&MAINTENANCE: • _ OWNER THE CO NTRA CTOR IS RESPONSIBLE FOR ALL COST RELATED TO THE REPAIR OF UTILITIES. 11. INSTALL A CATCH BASIN INSERT OR APPROVED EQUIVALENT IN EACH EXISTING CATCH BASIN RELEMNG RUNOFF FROM THE SITE. OPERATIONS AT NO COST TO THE OW EXCAVATION REQUIRED WITHIN THE PROXIMITY OF EXISTING UTILITY LINES MUST BE DONE BY HAND. UPON THE INSTALLATION OF EACH CATCH BASIN.INSTALL AN INSERT OR APPROVED EDUNAL.ENT.INSPECT SILT SACKS,AFTER THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER INSPECTION AND MAINTENANCE OF ALL STORMWATER MANAGEMENT FACILITIES AS EACH SIGNIFICANT STORM EVENT AND REMOVE AND EMPTY AS NEEDED FOR ME DURATION OF THE CONSTRUCTION PERIOD. B. COORDINATE ALL TRENCHING WORK WITHIN ROADWAYS WITH THE PROPER LOCAL&STATE AGENCY.THE CONTRACTOR IS OUTLINED BELOW UNTIL SUCH TIME THAT THE ROADWAYS AND ASSOCIATED UTILITIES ME ACCEPTED BY THE OWNER AND THE ENGINEER RESPONSIBLE FOR ALL TRENCH SAFETY INCLUDING MY LOCAL AND/OR STATE PERMITS REQUIRED FOR THE TRENCH WORK.IF THIS 12. SMALL SEDIMENTATION BASINS MAY BE CONSTRUCTED ON AN ASNEEDED BASIS DURING CONSTRUCTION TO AID IN THE WOW IS REQUIRED TO OCCUR OUTSIDE THE AGREED UPON HOURS OF OPERATION FOR THE FACILITY.THE CONTRACTOR MUST PLAN 1- INSPECT AND RESTOREICLEAN ALL FACILITIES(INLETS.MANHOLES,INFILTRATION BASINS.ETC.)OF SEDIMENT AND DEBRIS PRIOR TO CAPTURE OF SITE RUNOFF AND SEDIMENT.IT WILL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR,W CONSULTATION WITH ACCORDINGLY THE OWNERS ACCEPTANCE. THE ENGINEER TO SIZE AND CREATE THESE BASINS IN APPROPRIATE LOCATIONS. D INSTALL ALL TRENCH WORK PRIOR TO INSTALLING NEW PAVEMENT AS INDICATED ON THE DRAWINGS.BACKFILL AND COMPACT 2. REMOVEMDDMS SEALLSMIMENTANDDEBRISOFAPME MOVEDLO nONASAPPROVEDBYTIE TOWN. 13.CONTAIN ALL SEDIMENT ON SITE.SWEEP ALL EXITS FROM THE SITE AS NECESSARY INCLUDING ANY SEDIMENT TRACKING. • TRENCH WORK AS INDICATED ON THE DRAWING AND IN THE SPECIFICATIONS. IF SETTLEMENT OCCURS DUE TO INADEOUAM SWEEP PAVED AREAS AS NEEDED TO REMOVE SEDIMENT AND POTENTIAL POLLUTANTS ACCUMULATED DURING SITE CON CTION,AS DETERMINED BYTHEENGINEER.WITHINTHEWMRAITYPMIOD,CONTRACTORIS REOUIREDTOREMOVE.PATCH 3. REFER TOTHE STORMWAMR POLLUTION PREVENTION PLAN(SWPPP)FOR ADDITIONAL INFORMATION PERTAINING TO STORMWATER CONSTRUCTION. AND REPAVE AFTFA ONE COMPLETE 12-MONTH CYCLE. FACILITY OPERATION AND MAINTENANCE REQUIREMENTS.MANTAIN A WORKING COPY OF THE SWPFP ON SITE AT ALL TIMES. • 16.REMOVE ACCUMULATED SEDIMENT FROM ALL TEMPORARY PRACTICES AND DISPOSE OF IN A PRE-APPROVED LOCATION 10.IMPORT ONLY CLEAN MATERIAL MATERIAL FROM AN EXISTING OR FORMER 21E SITE AS..FlMD SY THE MASSACHUSETTS 4. INSPECTAFTER EVERY MANOR RAINFALL EVENT FOR THE ENTRE MPA ON OF TIE CONSTRUCTION PROJECT MD THE FIRST 3 MONTHS CONTINGENCY PLAN 310 CMR 40.0000 WILL NOT SE ACCEPTED. AFTER CONSTRUCTION TO ENSURE PROPER STABILIZATION AND CONSTRUCTION. 15.TO ENSURE ALL EROSION AND SEDIMENTATION CONTROL DEVICES ARE PROPERLY MAINTAINED AND REPAIRED IN A TIMELY AND RESPONSIBLE MMNER PROVIDE ON SITEOR MARE READILY AVAILABLE THENECESSMY EOUIPMENTAND SITE PERSONNEL • 11.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTMUSH AID MAINTAIN ALL CONTROL POINTS MD BENCHMARKS DURING 5. SPECIFIC ANNUAL MAINTENANCE RECU1RED AS FOLLOWS DURING CONSTRUCTION HOURS FOR THE DURATION OF THE PROJECT.IF SITE WORK IS SUSPENDED DURING THE WINTER CONSTRUCTION INCLUDING BENCHMARK LOCATONS MO ELEVATIONS AT CRITICAL AREAS.COORDINATE WITH THE ENGINEER THE MONTHS THE CONTRACTOR MUST CONTINUE TO PROVIDE PERSONNELAND EOUIFMENT ON SITE OR READILY AVAILABLE. LOCATION OF ALL CONTROL POINTS MID BENCHMARKS. A DRAINAGE STRUCTURES(INLETS.MANHOLES&CATCHBASINSI:ALL DiUP1AGE STRUCTURES WILL BE INSPECTED MNUALLY TO MONITOR FOR PROPER OPERATION.COLLECTION OF UTTER OR TRASH,AND STRUCTURAL DETERIORATION.THE BASINS WILL BE 116.PRIOR TO THE INSTALLATION OF FILTER FABRIC AND MEDIA WITHIN THE BIORETENTION AREAS.REMOVE AND PROPERLY • 12.SITE LAYOUT SURVEY REGUIRED R CONSTRUCTION MUST BE PROVIDED BY THE CONTRACTOR AND PERFORMED BY A CLEANED OF SEDIMENT(MMUDING SUMPS)AS NECESSARY,AND REPAIRED WHEN REQUIRED. DISPOSE OF SEDIMENT ACCUMULATED W ANY PMTWLY CONSTRUCTED OR TEMPORARY BIORETENTIONIORMNAGE AREA USED MASSACHUSETTS REGISTERED PROFESSIONAL LAND SURVEYOR THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE IFOR SEDIMENT CONTROL DURING CONSTRUCTION.PROVIDE A SURFACE ELEVATION AT A MINIMUM I-FOOT ABOVE THE BOTTOM SURVEYOR FOR ALL SITE SURVEY WORK. B.SEDIMENT FOREBAY:INSPECT ANNUALLY TO ENSURE PROPER FUNCTIONING.REMOVE SEDIMENT SUM-UP M THE FLOOR O THE OF MEDIA ELEVATION AS SHOWN IN THE BIORETENTION SCHEDULE FOR PMTIALLV CONSTRUCTED BIOREMNTION AREAS.THIS FOR WAY MD PROPERLY DISPOSE OF IN A PRE-APPROVED LOCATION ONCE EVERY YEAR OR MORE OFTEN AS NECESSARY TO LIMIT ALLOWS FOR AN OVER-DIG OF THE COLLECTED SEDIMENT FROM WITHIN THE BIORETENTION AREA PRIOR TO MEDINFABRIC 13. MAINTAIN ALL GRADE STAKES SET BY THE SURVEYOR.GRACE STAKES ARE TO REMAIN UNTIL A FINAL INSPECTION OF THE ITEM NAZI SEDIMENT BUILDUP TO LESS THAN 50 PERCENT OF 1HE DESIGN VOLUME. INSTALLATION. • BEEN COMPLETED BY THE ENGINEER RESTMING OF PREVIOUSLY SURVEYED SITE FEATURES IS THE RESPONSIBILITY(INCLUDING C.SIORETENTION SYSTEMS AND BIOSWALES:INSPECT TWICE ANNUALLY FOR THE FIRST YEM OF OPERATION AND ANNUALLY AFTER COST)OF THE CONTRACTOR 1T. CONTROL OUST BY WATERING OR OTHER APPROVED METHODS AS NECESSARY,OR AS DIRECTED BY THE ENGINEER. THE FIRST YEAR,AND AFTER STORM EVENTS GREATER THAN OR EQUAL TO THE 1-YEA,24HOUR PRECIPITATION EVENT,OR MORE 14.UNLESS OTHERWISE INDICATED ON THE DRAWINGS AND/OR IN THE SPECIFICATIONS,ALL SITE CONSTRUCTION MATERIALS AND FRECUENTLY AR NEEDED.GENERAL MAINTENANCE FALLS UNDER LANDSCAPING PRACTICES. REMOVE ANY TRASH AND/OR DEBRIS, 18. THE CONTRACTOR IS RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE DURING CONSTRUCTION OF ALL STORMWATER METHODOLOGIES ARE TO CONFORM TO THE MOST RECENT VERSION OF THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION MONITOR THE PLANTING SOIL BED FORPROPERPH,EROSION,ANDAERATON. CORRECTANYEROSIONORGULLVING.REPLACE FACILITIESINSTALLED OR AFFECTED BY THE PROJECT.REMOVE SEDIMENT OR DEBRIS COLLECTED WITHIN THESE FACILITIES STANDARD SPECIFICATIONS(THE MASSACHUSETTS HIGHWAY DEPARTMENT I STANDARD SPECIFICATIONS FOR HIGHWAYS MD MULCH BIANNUALLY,AND REMOVE AND REPLACE ILL-ESTABLISHED.DEAD OR SEVERELY DISEASED PUNTS ANNUALLY. FROM THE PROJECT WORK PRIOR TO THE OWNER'S ACCEPTANCE BRIDGES,THE 20(12 SUPPLEMENTAL SPECIFICATIONS.MO THE 2W5 STANDARD SPECIAL PROVISIONS). 0.ROUTINE MAINTENANCE:OTHER ROUTINE MAINTENANCE INCLUDES THE REMOVAL OF TRASH MO UTTER FROM PAVED AND 1S.PROVIDE ALL CONSTRUCTION SERVICE W ACCORDANCE WiTN APPLICABLE LAWS AND REGULATIONS REGARDING NOISE.VIBRATION. PERIMETERAREM,ANDMNUAL STREETAND PARKING LOT SWEEPING AFTER THE SPRING THAW TO AVOID EXCESSIVE OUST.SEDIMENTATION CONTAINMENT.AND TRENCH WORK. ACCUMULATION OF SEDIMENT IN THE DRAINAGE SYSTEM.INSPECT THE PIPES DRAINING THE PROJECT ANNUALLY FOR PROPER FLOW. 16.COLLECT SOLID WASTES AND STORE IN A SECURED DUMMTER.THE DO-STER MUST MEET ALL LOCAL AND STATE SOLID WASTE NOTE OPERATION AND MAINTENANCE CHECKLIST AVAILABLE UPON REQUEST MANAGEMENT REGULATIONS. 17.RESTORE ALL SURFACES EQUAL TO THEIR ORIGINAL CONDITION AFTER ODNSHUCTON IS COMPLETE PER SPECIFICATIONS.LEAVE NO S: ALL AREAS NOT DISTURBED BY CONSTRUCTION IN THEIR NATURAL STATE TAKE CARE TO PREVENT DAMAGE TO SHRUBS.TREES. 2.7 TE OTHER LANDSCAPING AND/OR NATURAL FEATURES.WHEREAS THE PLANS DO NOT SHOW ALL LANDSCAPE FEATURES,EXISTING 1. FENCE FABRIC TO BE 3&INCIHES WIDE MINIMUM STARE ON iD EROSIONISILTATION � AND TO BE SECURELY FASTENED TO CONDITIONS MUST BE VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE WORK LINEAL SPACING CONTROL FENCE STAKE BEANPOLES.fi MIN OF FABRIC TO BE BELOW GROUND SURFACE(BACKFILLEO OR TOELED SUPPORT NET • 18. REGULARLY INSPECT THE PERIMETER A LL THE PROPERTY TO M M ANDREMOVE LOOSE CONSTRUCTION DEBRIS BEFORE IT MULCH SOCK INTO GROUND). LEAVES THE SITE PROMPTLY RE A MOVE DEMOLITION DEBRISRTS FROM THE SITE TO AN APPROVED DUMP SIRE Or•iB'TYPICAL) 7<• WATER AREA TO BE AREA TO BE 10 ALL TRUCKS LSIVING THE SITE MUST BE COVERED. FLOW PROTE�TD PROTECTED 30• SILT FENCE 20.DO NOT WASH ANY CONCRETE TRUCKS ONSITE.REMOVE BY WIND ANY CEMENT OR CONCRETE DEBRIS LEFT W THE DISTURBED AREA, WORK AREA EXPOSED tRUNOF-F • `LLAWRV 21.BURIAL OF MY STUMPS.SOLID DEBRIS.ANDKUR STONESBOULDERS ONSIM IS PROHIBITED. WORK SEDIMENT MULCH SOCK AREA ❑ 73 22.IMMEDIATELY T CONTACT AND COORDINATE WITH THE ENGW EEA AND OWNER IF AT DEVIATION OR ALTERATION OF THE WORK PROMISED ON THESE DRAWINGS LS REQUIRED. 16•BELOW23.AT TIE ENO OF CONSTRUCTION,REMOVE ALL CONSTRUCTION DEBRIS AKD SURPLUS MATERIALS FROM THE SITE AS INDICATED IN THE PLAN VIEW SECTIONOUT1DSPECIFICATIONSANDPERFORMATHOROUGHINSPECTIONOFTHEWORKPERIMETERCOLLECTPLAIDREMOVEALLMATERALSAND BLOWN OR WATER CARRIED DEBRIS FROM THE SITE NOTES: LADEN 1. MULCH SOCK MANUFACTURER TO BE SILT SOXX OR ENGINEEJRAPPROVED EQUAL GENERAL GRADING AND DRAINAGE NOTES 2 ALL MATERIAL TO MEETMMUFACTURER•S SPECIFICATIONS. SECTIONS 1 SEDIMENT MULCH SOCK TO BE FILLED WITH MULCH MM IOSTMOOR WOODY ML PER UNDISTURBED 1. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. MANUFACTURERS REQUIREMENTS. SOIL A FOLLOWING CONSTRUCTION AND SITE STABILIZATION,COMPOST IMTERW-TO BE REMOVED 2. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. OR DISPERSED ON SITE,AS APPROVED BY THE ENGINEER ECTION A 3. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. S 4. ADJUST ANOIOR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRACE. SEDIMENT MULCH SOCK DETAIL ' TOP VIEW - • S. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.IMMEDIATELY NOTIFY THE ENGINEER IF NOT TO SCALE POSITIVE DRAINAGE CANNOT BE PROVIDED. 6. UNLESS INDICATED OTHERWISE ON THE DRAWINGS OR DETAILS.A MINIMUM CONCRETE FOUNDATION REVEAL OF B•TO Be PROVIDED OVERFLOW FEATURE B A ODUPLER • AT ALL BUILDING CORNERS.NOTIFY THE ENGINEER AND ARCHITECT IF ANY DEVIATION M ALTERATION OF FOUNDATION REVEAL IS LIFT HANDLES REQUIRED. T. PROPOSEDELEVATIONSARESHOWNTOFINISM PAVEMENT OR GRADE UNLESS NOTED OTHERWISE. STAINLESS STEEL GALVANIZED • LOCKING BAND STEEL FRAME 8. ALL EARTHWORK AND SITE PREPARATION MUST BE DONE IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS OF ANY SUBSURFACE INVESTIGATION OR GEOTECHNICAL REPORTS PREPARED FOR THIS SITE INLET FILTER BY INLET AND PIPE PROTECTION, D DO NOT PAVE ROADS AND PARKING AREAS UNTIL THE ENTIRE PERMANENT DRAINAGE SYSTEM HAS BEEN INSTALLED AND ALL PIPE INC.OR APPROVED CONNECTIONS COMPLETE.PAVING WILL NOT BE ALLOWED IF THE DRAINAGE SYSTEM FOR THE PROPOSED PAVED AREA IS NOT EQUAL COMPLETELY AND PROPERLY INSTALLED. THIS INCLUDES THE STABILIZATION OF ALL DISTURBED AREAS CONTRIBUTING TO THE GEOTEXTRE FILTER BAG %MCT*-.NN B • DRAINAGE SYSTEMS AND ANY STORMWATER BASIN FLOORS AND SIDE SLOPES. FOR SAG REMOVAL WITH REINFORCED FROM INLET POLYESTER OUTER MESH NOTES: 1. SEDIMENT CONTROL ISERTSTO BE AR INSTALLED cn OVER ALL RUNOFF FROM LINE SLOTS OR THAT WILL RECEIVE RUNOFF FROM ME APPROVEDPROJE� - EGUIV. 2' 2 TEMPORARY INLET PROTECTIONTO BE TyP REMOVED AFTER CONTRIBUTING DRAINAGE - AREA HAS BEEN PERMANENTLY STABILIZED. 1 DEPTH(D)TO BE A MINIMUM OF 1&INCHES. HANDLES -{_ 4. MANUFACTURER TO BE SILT SA KINLET AND JOINING SECTIONS OF FENCE PPE PROTECTION OR APPROVED EQUIVALENT. EROSION/SILTATION CONTROL FENCE • TEMPORARY CATCH BASIN INSERT NOT TO SCALE 4 ° NOT TO SCJLLE • • NOTES: NOTES: 1.ALL SECTIONS TO SE DESIGNED FOR H2O I.ALL SECTIONS TO BE DESIGNED FOR H2O STRUCTURE(FRAME&LOVER AND/OR h LOADING. LOADING. FRAME&GRATE)TO SUIT N 2.coPOLYMER MANHOLE STEPS roSEINSTALLED 2.PROwOEVIWOCKOUTSFOR PIPES WRIIr � BARNSTABLE AT tr O.C.FOR THE FULL DEPTH OF THE MAX.CLEARANCE TO OUTSIDE OF PIPE. RAISE OR LOWER RW ww.t STRUC URE. MORTAR ALL PIPE CONNECTIONS. FLUSH TO PROPOSED e'WIOEFULL DEclDuousTREE MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS _I 2a•DIAL I� 3.PROVIDE V IPIOCKOUTS FOR PIPES WITH r MAX ].JOINT SEN.ANT BETWEEN WtEGST SECTONS FINISH PgyEMENT GRADE BED OF MORTAR � -7I ACCESS I CLEARANCE TO OUTSIDE OF PIPE.MORTAR ALL TO BE PREFORMED BUM RUBBER PAVEMENT PATCH AS SHEET TOTAL ^I PIPE CONNECTIONS. 24'SQUARE 4.CATCH BASIN FRAME AND GRATE TO BE SET IN 1.JOINT SEALANT BETWEEN PRECAST SECTIONS TO OPENING FULL tr WIDE MORTAR BED.ADJUST TO NECESSARY(SEE DETAILS) NO. SHEETS 17 BE PREFORMED BUM RUBBER GRADE WITH PRECAST CONCRETE RISER OR \ j T BACKFILL&COMPACT PER 1 SH 1 T CB•DIA(MIN.) - S.DRAIN MANHOLE FRAME AR0 COVER TO BE SET IN BRICK. EXISTING MORTAR FLUSH WITH BE FULL 17 MORTAR BED.ADJUST TO GRADE WITH 8,DO NOT PUCE MORTAR SFD AROUND PAWN PACT OPENING COURSE OF PAVEMENT CONSTRUCTION DETAILS-DRAINAGE&UTILITIES(1) PRECAST CONCRETE RISER OR BRICK. ALTERNATE ECCENTRIC CONE SECTION STRUCTURE UNTIL IT IS AT THE REOURED EXCAVATE TO A SOLID BASE 4 ALTERNATE TOP SLAB 8.00 NOTPLACE MORTAR BED AROUND FINISH ELEVATION AND ALIGNMENT. PRIOR TO SETTING BRICK OR SHEET60F 10 ��24'SOUARE� STRUCTURE UNTIL IT IS AT THE REOUIRED FINISH f'� 8.FRAME AID COVER TO CONFORM TO MORTAR ELEVATION MID ALIGNMENT. �_ OPENING MASSACHUSETTS STANDARDS HEAVY DUTY C SUPPORT GRATE °1 NOTES: a O 24'010. T.FRAME AND COVER TO CONFORM TO 8'(MIN.) (FAST JORDAN.NEENAH.OR APPROVED I,ANY REPLACEMENT STRUCTURES(FRAME A&COVERS IXOR FRAME A GRATE)TO BE DESIGNED FOR H2O m r DIA ABS PIPE OVERFLOW ACCESS MASSACHUSETTS STANDARDS HEAVY DUTY 1r EOUNALENT) LOADING. yy/ATRNM GRATE �JII MROAN,NEENANI,OR APPROVED EOUNALENT), 48'DIA.(Mw.) 7.HDPE PIPE HOOD TO BE W BEND FASTENED 2 REPLACEMENT STRUCTURES TO CONFORM TO MASSACHUSETTS STANDARDS WITH DIMENSIONS TO SUM. 4•HIGH INLET STORMTREE SIZING NOTES: • FINISH GRADE {� (� TO PIPE WITH SEALANT.BE TO HAVE 1 INCH (TYPI 8 S• B•I (EAST JOROAN IRON BE KS.SET IN FULL CASTINGS.OR nPPR.E H THE BINDER [BASED ON STUDIES AT THE UNIVERSITY OF VIRGINIA OF A PROPRIETARY TREE BOX FILTER PURGE HOLE DRILLED INTO TOP OF ELBOW. 3 ALL STRUCTURES TO BE SET IN FULL MORTAR BED FLUSH WITH THE BINDER COURSE OF PAVEMENT. 2<•FRAME/GRATE FlNISMED GRADE ALTERNATE TOP SLAB ADJUSTTO GRADE WITH CLAY BRICK AND MORTAR(2 BRICK COURSES TYPICALLY,S BRICK COURSER SYSTEM,THE OPTIMUM FILTER SURFACE AREA TO CONTRIBUTING DRAINAGE AREA IS 0.33%(36 FT2) LO FINISH GRADE MA%wuM)OR PRECAST CONCRETE RISER. TREE FILTER FRAME OF FILTER SURFACE FOR EVERY 0.25 ACRES OF CONTRIBUTING IMPERVIOUS SURFACE AREA IT SEE NOTE S.e. �� 4.RIM TO BE FLUSH WITH TOP COAT AND ALL MORTAR TO BE COMPLETELY COVERED WITH A LAYER OF TOP J Oh 12' ya.Wq&rylEp COAT PER THE DETAILS. EXISTING PAVEMENT WAS DEMONSTRATED THAT A 36 FT2 FILTER HAD A FLOW RATE OF APPROXIMATELY 0.01 CFS,AND \'�"\, \'\� � COLLAR STONE 5.CONTRACTOR TO INSTALLA PAVED PLUME WITH BERM SURROUNDING THE SIDES AND BACKSIDE OF THE -IXISTING SORSIBACKFILL TREATED APPROXIMATELY[D%OF THE ANNUAL VOLUME OF RUNOFF,AND RESULTED IN M c�° '.^v INLET AS REQUIRED. MONOLITHIC 5• POLLUTANT REMOVALS OF 85%TOTAL SUSPEDED SOLIDS,74%TOTAL PHOSPHOROUS,82%HEAVY C 1r CATCH BASIN ENGINEEEREO FILTER MEDIA METALS AND 68%NITROGEN. y S SEE No 4.5 I- MANHOLE COVER OR CATCH BASIN FRAME&GRATE APROXm DEPTH �CCJ 'LOW IMPACT DEVELOPMENT CENTER(URBAN DESIGN TOOLS);-TREE BOX FILTER,SIZING STEPS(SEE IN GRASS pp CMR °•':O> ADJUSTMENT Wl WASHED STONE 1, GUIDELWES•(H77P-JIWWWL/D•STORMWA TER.NETRREEBOXFILTER SIZING.HTM) JA.. NOTE 2) Z 24' IN. NOT TO SCALE (TYP)WIOTHIOEPTH - LJ SEE NOTE a. p STORMTREE CONTRACTOR NOTES: L4 e•DIA ASS UNDERDRAINIDISCHARGE USE OF THIS INFORMATION IS WITH THE PERMISSION OF STORMTREE,LLC WITH THE In w�g IN GRASS MPtF/SLOTS IN STONE UNDERSTANDING THAT NO CHANGES OR ALTERNATIONS ARE TO BE MADE TO THE DESIGN, 48'DIA(MIN.) -{L-� SEE NOTE]. INV.ELEV.MD,OUTLET DIR TBO ��Wy f ae•DIA(MINI o1JnET PIPE FABRICATION,OR UTILITY OF THIS STORMTREE TREE FILTER SYSTEM(PATENTED)WITHOUT THE M �l1Q - T-V SUPPORT GRATE I r- EXPRESSED PERMISSION OF STORMTREE,LLCDiOt-626A�CWVWV.STORM-TREE.COM. Q HOOD DIM.TIED DIA VARIES TREE OPENING O ,--,(J 4 (SEE NOTE T) VARIES A A CURB IN n TEO 1. STORMTREE TO PROVIDE AND DELIVER TO THE SITE STORMTREE(PATENTED)SYSTEM /�\ INVERT T-01M' 1 ������� (TFIROAT)OPENING C y� 3O ww L ❑OO OOO❑ 1 DIscHARGE OUTLET COMPONENTS TO INCLUDE ALL OF THE FOLLOWING PREVIOUSLY DISCUSSED), p I'kT _r 1• r OOO OOOO MONOLITHIC GTCH SIDEWALK DR.MD PRECAST TREE FRAME,SELECT DECIDUOUS TREE,SUPPORT GRATE,INTERIOR PIPING AND E3 i Gu IN ❑OOOOO❑ BgsIN WITH--I' FITTINGS,ENGINEERED MEDIA,AND ALL RELATED HARDWARE NECESSARY FOR INSTALLATION. BEE NOTE 2. m ❑O�pOO❑ N CAST IRON FBG ❑00000❑ SEE NOTE I. ', ❑OOOOO❑ I T 2. STORMTREE TO PROVIDE ALL INTERIOR SYSTEM PIPING AND FITTINGS )- 3F 4'(MIN.) 1-10• 51n• OOOOOOO J I (OVERLOW,UNDERDRAIN,DISCHARGE)TO BE 8'(ID)DIAMETER ASS(UNLESS OTHERWISE s W MIN.COMPACTED 4 g DETERMINED).ALTERNATE PIPING DIAMETERS(E.G.,6.10.12-)MAY BE SUBSTITUTED WITH � W4'CRUSHED STONE w tr _ IN. SECTION A-A � a B THE PRE-APPROVAL OF THE ENGINEER,CONTRACTOR,AND STORMTREE. SUMP ELEVATION GRATE PLAN _ 1.s .... 3. CONTRACTOR TO PROVIDE ALL PIPING AND FITTINGS EXTERIOR OF STORMTREE SYSTEM TO BE { NOTES: 1•-11} ° CONNECTED TO EXISTING CATCH BASIN AND/OR OTHER RECEIVING FACILITY. _ wMEN.COMPACTED 1. BASEDON EASTJORDANIRONWORKS � RBI PROPRIETARY DESIGN DRAWING • 7C.-.CRUSHED STONE - ' l°T 1 r ' T-� COMPACTED - H'-;s+ 3M'CRUSHED STONE 26'%24'ECONOMY GRATE PRECAST TREE FRPI4E STORMTREE LLC SUBGRAOE <-, 2 GRATE MATERIAL-DUCTILE IRON PRoVtOENCE,RI 4. CONTRACTOR TO PROVIDE 0.75'WASHED STONE(UNLESS OTHERWISE DETERMINED). • • �y - r s1oEWAUR JANOPRr 2o1a QUANTITY TBD BY STORMTREE IN DISCUSSION WITH THE CONTRACTOR W W W.STORA4TREE.COM APPROVED COMPACTED SUBGRADE T dp1-028b® S. B. DEPTH OF ALL FILTER MEDIA BED SHALL 8E A MINIMUM OF 24'DEEP AND NO MORE THAN A • PRECAST DRAIN MANHOLE(DMH) PRECAST CONCRETE CATCH BASIN(CB)WITH HOOD TYPICAL DRAINAGE STRUCTURE FRAME AND GRATE STORMTREE TREE FILTER SYSTEM 5X7 MAXIMUM OF 36-DEEP TO BE DETERMINED BY STORMTREE.AREAL DIMENSIONS OF FILTER NOT To SCALE NOTTO SCALE NOT TO SCALE NOT TO SCALE MEDIA BED TO BE SPECIFIED BY STORMTREE,THE ENGINEER AND/OR DETERMINED AT THE TIME OF EXCAVATION AND INSTALLATION BY STORMTREE AND THE CONTRACTOR • NOTES: GROUND SURFACE UNDI' 7. ALL TREE FILTER MSS TO BE LOCATED UPGRADIENT OF AN EXISTING CATCH BASIN OR EARTH NOTES: OTHER RECEIVING FACILITY. 1,FOUNGTION:WHERE THE 1. ALL SECTIONS TO BE DESIGNED FOR M20 LOADING. • TRENCH BOTTOM IS 2. PROVIDE V KNOCKOUTS FOR PIPES WITH r MAX CLEA1WlCE TO OUTSIDE OF PIPE MORTAR STABLE THE CONTRACTOR ALL PIPE CONNECTIONS, 8. PERFORATED UNDERDRAIN PIPE TO BE LOCATED WITHIN(MINIMUM)12'VERTICAL LAYER OF TO EXCAVATE TO A DEPTH 3. RECHARGE BASIN FRAME AND GRATE TO BE SET IN FULL MORTAR BED.ADJUST TO GRADE WITH 0.75-WASHED STONE. REQUIRED BY THE ENGINEER PRECAST CONCRETE RISER. . ANO REFACE WffN A 4. FRAME AND COVER HALL CONFORM TO MASSACHUSETTS STANDARDS(LEBARON FOUNDRY, D THE INTEGRATION OF ADJOINING FEATURES AND LAND SURFACES CONTIGUOUS TO THE FOUNGnAS OF DEFINED I OR n FlHAL BACKFU MODEL UR IIKA.IL OR ARP0.C TO B STORMTREE SYSTEMS(E.G.,LANDSCAPING,SIDEWALKS,CURBING,PAVEMENT,PAVERS, MATERIAL 1.DEFINED IN S. GEOTE%TILE FILTER FABRIC TO BE MIPAF1140N OR EOUNAIENf 0.STM D2321.5iARDARD S. SEE PLANS FOR ELEVATIONS AND INVERTS ETC.)ARE TO BE DISCUSSED IN ADVANCE WITH STORMTREE,THE ENGINEER AND ALL SITE PRACTICE INSTALLATION OF MO PLASTIC PI FOR SEWERS AND OTHER SPECIFIC CONTRACTORS. OF THERER PE GRAvm-FLOW ARETIONO S AN LATEST AND ATT EANALTERNATIVE THE AT THE DISCRETION OF INTTIAL'BACKFILL THE ENGINEER THE TRENCH TOP ABOVE • BOTTOM MAY BE STABILIZED 'TOP OF PIPE F USING A WOVEN GEOTEXT LE ADJUST WITH RISER WHERE NECESSARY FASMC. MONOLITHIC OR KEYED HAUNCHIN, CONNECEONs(TYPJ - • TO SPRWGUNE OFPmE . 2. BEODINO MATERIAL /,/' /. H l BE Ir MIN. DDING.HAUNCHING AND INfTWL '\' " �,•I^ . BACKF&L SURABL CONSIST OF E MATERIAL TO te'. T / / CONS CLEAN.HARD. 1 12'TO]• PARTICLES OF GRAVEL MEETING O r\ O Ot OI O O O a7 m 0 THEFOLLOWING: MIN.TRENCH WIDTH / oAJ -�( • SIEVE SIZE%PAS SING /% %' 0 m m O O O m no WARMED GRAVEL W 84,0 DETAIL PROVIDED BY ADVAWCED DRAINAGE SYSTEMS.INC. S15 '•- �.p�k y\.' NO.4 INFLOW REM NO.8 K-2 4. MINIMUM COVER:MINIMUM RECOMMENDED DEPTHS OF COVER 0 ID m O O O m ED 0 OUTFLOW PIPE` MATERIAL TO BE INSTALLED AS FOR VARIOUS LNE LOADING CONDITIONS ARE SUMMARIZED IN \ 4 REQUIRED INASTMOM21.LATEST THE FOLLOWING TABLE.UNLESS OTHERWISE NOTED.ALL zzz EDITION. DIMENSIONS ARE TAKEN FROM THE TOP OF PPE TO THE \ '-, 0 DI m O O m K]K V 1 a GROUND SURFACE O O 0] • SURFACE LIVE NMIM OVER. 0 lm O 01 MMENDEDO r� + / -.- - LOADING CONDITION LOVER.®NOON R\ - PRECAST BASIN 0 OI m O O O D7 KI 0 / URROUND STONE MINKKUN BEDDING THICKNESS TO H25(FLE%IBLE PAVEMENTI 12 I=) �\„^ WITH GEOTEXTK.E BEa'(1KOO C)FOR 4•-24' H25(RIGID PAVEMENT)EBO 12pW) - / "� ¢.:A,t�,.\ IFRTERFABRIC • (1K0.6K0OD)AND RARWAY MFAW 24(810) - 0® lm L7 O O m m 0 'ir y CONSTRUCTION 4811220) IIuu \\\r ar (105 120000)CORRUGTED POLYETHYLENE PIPE(CPEP)m• OTOP OF PIPE TO BOTTOM OF BITUMINOUS PAVEMENT s f*- 0 U CIE O O O m D)D :.)�'^'j/'.• (1moo)FOR3P-3rg( m000) THE MINIMUM LOVER FOR A HOPE PIPE IS I'-0'FOR H2O ', N' i1'•,.a+.++ \ [PEP' TRAFFIC LOADS IF INSTALLED IN ACCORDANCE WITH AASWO /,• ;w SECTION W.THIS IS BASED ON EMPIRICAL CALCULATION OF \, Y D a m a) O O K] D) LOAD RESPONSE.MANUFACTURERS TESTING AND FIELD A • 3 MINIMUM TRENCH WIDTHS TO BE AS WITH THE DEFINES PIPE. MINIMUM SPECIFICATIONS \ kY;t. �i? SECTION/8.6.1.5 DEFINES THE MINIMUN COVER AS•IDIB BUT ,C/''' NOT LESS THAR 121NCHES'.THIS COVER IS MEASURED FROM j 0 01 a O O O K] ED 0 ,1'OF 1-12'TO 3'WASHED THE PIPE DO TO THE TOP OF A RIGID(CONCRETE)PAVEMENT , �MJL - CRUSHED STONE FOR •'SUBGRADE NO(Do) MIN.HWIDTMENOED OR THE BOTTOM OFSTIM.AS ELL AS(BITUMINOUS)PAVEMENT �; F� 0 m m O O O m m 0 ,./iY SUMP ®(00) TRENCH WIDTH.®(00) BOTH AASWO rWDASTM.AS WELL AS MOST B CJOK)1K 25(830) MANUFACTURERS,REDUIRE ADDITIONAL(TEMPORARY(250)12 28(T10) COVER ELEVATION MOUNDED OVER THE PIPE AND REMOVED FOR FINAL �'\ ,\, (]W)15 31(Tm) GRADING AND PAVwG.IS SUFFICIENT FOR LARGE n • (375)1& u(8801 CONSTRUCM]N VEHICLE LOADS(450) 30(=) ,�, \/�/ \.. .. TYPICAL DRAINAGE PIPE TRENCH DETAIL TYPICAL RECHARGE BASIN(RB)DETAILAPP ROVED SUBGRAOE • NOT TO SCALE NOT TO SCALE • • • • • 4 mm PAVEG SIOEWALH' ...•. K YB•GAP BARNSTABLE $ �-..• i 1'Mw. O OR PATH U�_ _ �:HIX WRENCH FRAME MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS o - /� - -.•.".. .0 RUSH .. SOLn•FLUSH SHEET TOTAL' z _ .- w - C OPENING FORS TOP OF NO. SHEETS - DRAINAGE.TO BE O / / A '_ TOP OF INLET WALL ::8'V'. e A CURB 'I 88 ID LEWAL.ww . _'\ ame. RO+ FatmAY CONSTRUCTION DETAILS-DRAINAGE 8 UTILITIES(2) 0 SIDEWALK.SPACE CURB CUT .... - / INLET 0 EVERY S O.C. a > ANDATLOW _ \\\ .. 4•WIDEOPENWG r -/. TOP OF INLET WALL a SHEET 0 „ POINTS TO DRAIN _ - Poa DRALOWWAGE, \\ _• ,.. - " BOOFoaEBar AND - - - - TTHAN I-LOWER �p // �. 5 q OVERALL ' / GRANITE ,,"1'8', _ _ _ SPACE EVERY 5 R','•K• LENGTH PVJITER CURB ._ _ _ __ O.C.AND AT IOW !/,� . // \ DpA�G SIDEWAI( ., i 1'SILELF �� SEE SCHEDULE : P ._ ._ POwrs TO DRAW D GUTTER D - � PLANTINGS - TO FOREBAY AND OR PATH SLOPE _ _ _ - 8 A - j i A SEE OVE SCHEC`UUE LENGTH - SEE IPNDSCAPE RAN - - BID. - . _...... .._ .. .5 :, PLAN VIEW DETAILA � w ' 2%SLOPE ---_ ._ .A _ ._ ISOMETRIC SEE CURB� w > > TOWARDS '. --_ -_-_ -__ WIDTH VARIES(SEE RAN)- O m _ .. i BIOSWALE RIVER ION .... .._. .... _ ... ... SIDEWAWGRATE d'FROMI - FORESAY SECTION .... ........ .... _ STREET POINTAOW _ B .. ........_ ._ .. : .._.. PAVEMENT CURB INLET .. 2%TYP. CHECK DAM /. 8' %TYP. b SIDEWALK ��/ / .= < '.�--t- F-OREBAYY �E TM9• E SEDIMENT 2%MAX / j / t - 1=.1.=�:'"-1` - .'<. 1 U • OVERALL LENGTH FOREBAY SLOPE /� '$/, I:_�.I-_I i .. SEE SCHEDULE TOWARDS I'.4 MONOLTIIC I uMw-•I .. ,SEDIMENT POUR IIr JO-MIN�•II � SEE CURB WLET �..••-. '. SO11.6 Y'SEE" L T / \ cuRe SECTION A-A p DETAIL SECTION WIDTHbIOCATION \ _\. 24'WIDE TRENCH GRATE CONCRETE VARIES SEE / \ _� INLET CHANNEL WALLS BOLT IN PLACE. BANS 6' SIDEWALK 2'MIN. mREBAR SEE CURB INLET DETAIL / (BEE DETAIL AI L 4 A 4411 BUTTER CURB '."CURB 1}I UNE •• u I GUtTER LINE .. 4• STREET RELIEF 7 SWALE 1'd'�{ PLANTER I)•�-SIDEWALK�{I //�/// -I __ EXPNSIONJOINTE0. STORMWATER smCOEN rax s CONCRETE PIa-o lw / , CONCRETE w SECTION B-El . • PARKING EGRESS - �' / .. CURB NOTES: 15-1V VERTICAL CURB f 1. TRENCH GRATE TO BE TITLE WAVE MODEL BY URBAN ACESSORIES OR EOUAL • CHECK DAM FINISHED GRATE OF PLANTER 7,7 NOTES: CONCRETE CHANNEL INLET DETAIL 74 SET 8'LOWER THAN GUTTER CU VERTICAL 1. SEE BIOSWALE AND CURB EXTENSION ID 1 B'GRANITE UNE GRADE CURB NOT TO SCALE TTB¢ Length Width Depth • AILS FOR DETAIL ON CURB �I{.� SEE DETAIL BWHEREW OpA ENTERSTIEBIOSWAtES Media SEE DETAL r i S� 18{� T / C j •• \ T' VERTICAL Z SLOPE -tom -� F-`..r �SHRFDDED PLAN Trendfp East Side C�Location (feet( (teetls (feet) III wit CONCRETE \ B \ SET RUSHHARDWOOD MULCH 1 S • SEE SIOEWALH DETAIL SEE ouAL. / -~// / / / 4.8'RIVER STONE I 2 WEST Side Cotuit Rd 45 8 ED 4 4•CONCRETE \ �\\ HARDWOO MULCH SEE�f SEE FOREBAY DETAB. `�v\'S '�\ \\ \ \ h +„ 26'SOIL MEDIA �^• / / s - .� 3 East Side Cotuit Rd 50 S M•SOIL MEDIA POROUS PAVERS ] %./j STREET T SAPID M1.04.1) - SEE SCHEDULE FOR SEE FOREBAY DETAL \ \\ `-\ \` 8'SAND(MI.04.1) OR APPROVED NATIVE SOIL \:�. \ / '\ DEPTH APPROVET --- - - - _ _ APPROVED rwrnEMAnRIAL 4 East Side Cotuit Rd. 50 5 • .Y FREE OF DEBRIS NATIVE SOIL TAPERED RELIEF r BELOW MATERIAL APPROVED FaEEoc P' SECTION A-A' GUT'rEJI UHE 5 West Side Cotuit Rd 37 a DEBRIS SECTION A-A NOTES: FORESAY P BELOW BOTTOM TF . OF TAPERED RELIEF 6 East Side Cotuit Rd 24 S • 1. LONGTUDNAL SLOPE OF PLANTER MATCHES ROAD:FLAT AS POSSIBI�3%MAXIMUM. 2. LONGITUDINAL AND CROSS SLOPE OF SOL WITHIN PLANTER:NONE,FLAT AS POSSIBLE. SECTION A-A 3. SEEBIOSWALESOLANO PLANTINGREOUIREMENTS. 7 East Side COtuit Rd 52 5 4 • 4. INSTALL WASHED RIVER ROCK TO TRANSITION FROM CHECK DAM TO BIOSWALE. 15-18'GRANITE CURB S. SEE LANDSCAPE PLANS FOR PLANTING OETALS. WE FOREBAY DETAL 8 lEast Si de Cotuit Rd 50 7 FINISHEDGRADE OFPLANTER CURB EXTENSION BIOSWALE DETAIL CURB INLET DETAIL • SET 6'LOWER THAN GUTTER CONCRETE(SEE LINE GRADE SIDEWALK O NOT TO SCALE NOT TO SCALE • �J +I B' SIDEWALK DUAL) LLEANOUT WITH IN DIAMETER PERFORATED 1 1� B x- 38'VERTICALVENS CAP HOPE DISTRIBUTION PIPE 111LLL \ '.ins'-. •CURB T SHREDDED �� j \ SET FLUSH SIZE VARIES.SEE PLANS HARDWOOD MULCH ,�.\ SEE DETAL 2e SOIL MEDIA j/, \ . I SIDEWALK AND • SEE SCHEDULE FOR DEPTH - \ /. \ .. _ �- _ ___ L__ ___/ _ __ __ _�--/ _f SUBBASE.SEE PLANS dS RIVER STONE AND SIDEWALK DETAIL \ �" SEDIMENT FOR®AY \ • // SEE DUAL 1 B / / J SIDEWALK a / NON-WOVEN S'SAND(M2.06.1) OR APPROVED NATIVE SOIL /�PLAITS / / SURFACE PER PLANS _ CURB CUT / GEOTEXTILE ON TOP APPROVED NATIVE / '':��'.. CURB T MULCH AND SIDES OF TRENCH MATERIAL FREE OF SECTION B-B / - �'';• A PANTING DEBRIS ^1{ •LLL AL CURB CUT SOIL Row uNE 2-8'PPAKwG EGRESS, ' LLL NOTES: 1� • CURB PER PLANS LLL I M o ROAD:'LA' 3%MAX I -I P OF PLANTER MATCHES DAD. LA 1. LONGITUD NAl SLOE . .. I ,A 5 2. LONGITUDINAL AND CROSS SLOPE OF SOL WITHIN RANTER:NONE,FLAT AS POSSIBLE 3. SEELANDSCLEsoILNSFOR LANCREOETALS.Nn. ENHANCED STORMWATER TREE/SHRUB TRENCH PLAN - BYPASS ` d. SEE LANDSCAPE BANS FOR PLANTINGDETAUS. NOT TO SCALE GATE NA EIT PIPE 2M IN. 1 • BIO SWALE a< NOT TO SCALE �} ��:.^.:�.:c �`-_ •.�," IC- _c`1+`"•�SI2E VARIES" `:J T` �;j. • VARIES SEE BANS •M . Li CIEANOUT WITH • VENTED CAP CATCHBAS W GRATEIN-i B'OLIMETER �OGVE(SEE DETAILS) L TREE SHRUB PERFORATED HOPE IN�RUB SI2E VARIES i ��/ Y• PLANTINGS P8'E OR DISTRIBUTION A Bottom Width(gt). 7.0D 700 S00 SAID S.OD 500 5.00 - os%SLOPE To sEE RANs B.Ponding Depth(m) 4.OD 4.00 QW 0.O0 -4.00 4.00 4.00 INLET N BASIN GRATE UNIFORMLY GRADED. " FpIA PERFORATED • C.Overatl Max.Depth(in.) 1160: -10.60 1LS6 1L44-- 11.08 12.44 1144 - AGGREGATE. D.OVetsI I Length(ttl 18.7S- 8.14. 28.30 25.33 17.00 27.75 27.7S I I (��� UNCOMPACTED,STABLE LDn'tudinal5tope% '0A0 0.00 000 0.00 - 0.00 moo 0.00 II zMw. /7, LJNIPoRMLV GRADED. SUaGRADE SCAUFIED To r DEPTH AGGREGATE® I I I I I LLEAN WASHED L tom-VARIES-�1 .: (��ro�TYP. P Nw. �J' NOTE: • -! -_------ --- _-- SURFACE DESIGN AND CURB CUT ESLOCATIONS CURB CU.SEE PLANS FOR LOCATIONS OF __________ �______ _ ,. ==.<a. BYPASS SIDEWALK PARKING EGRESS.TREES AND CURB CUn. ___ L _-___-___ PFE u< L ENHANCED STORMWATER TREEISHRUB TRENCH 8.OF%-PEAGRAVIFL .w ENHANCED STORMWATER TREEISHRUB TRENCH %A `UNCOMPACTED, CROSS SECTION PROFILE A-A' UNDISTURBED NOT TO SCALE SUBGRADE TYP. NOT TO SCALE • • BIORETENTION CONSTRUCTION SEQUENCE MATERIAL SPECIFICATIONS • 1. SORETENTION SOIL N THE FOLLOWING CONSTRUCTION SEQUENCE ISTOBE USED ASA GENERAL GUIDELINE.REVIEW AND WITHAPPROVAL THE OWNER,ENGINEERS,AND BARNSTABLE LFIIDSCPPE ARCHITECTS AND SUBMITIONMEPROPOSED CONSTRUCTION SEOUENLE FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. A SUSDA TUMM.IROO SOIL OTHER SIMILAR LOAMT SANG LARGERCONSISTING NCH.AMXTUNIFORM MIX.FREEYSIS S MoUINOXIOUS WEEDS CONFORMANCE AND ONF RMANC TONES, 1. CONpUCTAPRE-CONSTRUCTION MEETING. STUMPS ROOTS OROTFIERSIMITEDBEECTSIATRGERTHANIINCH.ATEXTURAI.ANALYSISISREOUIREO FOR CONFORNANCETOTHE MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS • 2. CHECK FOR EXISTING UlhUTES PRIOR TO ANY EXCAVATION. SOIL COMPOSITION CRREIRIA LISIID BELOW. MULCH SECURABLE CAP 3. CLEAR AND GRUB THE PROPOSED SIORETENTION AREA ard8%MEDIUM SAND. SHEET TOTAL 0. ROUGH GRACE THE BIORETENTION AREA DURING GENERAL CONSTRUCTION. &12%SOIL FINES(a2%CLAY). BIORETENTION SOLID SCH)0 FVc NO. SHEETS • S EXCAVATE PRETREATMENT CELLS ANDIOR SEDIMENT FOREBAYS PRIOR O BIORETENTION CONSTRUCTION. 3%M,ANIC MATTER WELL AGED(6-12 MONTHS).WELL AERATED.LEAF COMPOST OR APPROVED EQ UNALENT). SOILSEE DETAIL 3• /� \ 1 r2 88 � a DO NOT CONSTRUCT TIE BIORETENTION AREA UNTIL ALL OISTURBED AREAS WITHIN THE CONTRIBUTING OWJNAGE AREAS HAVE BEEN " GRADED AND STABUZED. S.PROVIDE A SOIL TEST OF THE SIORETENTION SOB.FOR CONFORMANCE O THE FOLLOWING CRITERIA: 7. INSTALL TEMPORARTEROSION AND SEDIMENT CONTROLS TO DIVERT STORMWATER AWAY FROM THE BK,MMNT MN . PH RANGE: 5.2-7.0. PEAMAVEy ,\j,'/ \\� / /. CONSTRUCTION DETAILS-DRAINAGE&UTILITIES(3) B. O THE BOTTOM INVERT OF THE SUBORAIN SYSTEM. EXCAVATE THE BIORETENTON FACILITY T MAGNESIUM: MINIMUM 32 RPM. - \. \ • D LL INSTA THE FILTER FABRIC ALONG THE EXCAVATION SIDE WALLS.ENGINEER MELO VISIT ANC REPORT R❑LAIR D SEE NOTE 131 PHOSPHOROUS(P206): NOT TO EXCEED BOPPM. „^ �.h(, - ,�\ - SHEET 8 OF 10 a BELOW. POTASSIUM(IQOr MINIMUM]8 PPM. 10.RIP THE BOTTOM SOILS TO A DEPTH OF SIX INCHES O PROMOTE GREATER INFILTRATION. 1. STALL THE OVERFLOW OUTLET STRUCTURE AS SPECIFIED IN THE DRAWINGS. SOLUBLE SALTS: NOT TO EXCEED 500 RPM. • 12 IN .INN AS INDICATED ON DRAWINGS.ENGINEER FIELD VISIT AND REPORT REQUIRED PRIOR TO COVERING THE IF THE SOIL PH IS NOT WITHIN THE ACCEPTABLE RANGE.AMEND WITH LIME TO RAISE THE PH OR WITH IRON SULFATE TO LOWER THE PH. STALL UNDERORAI UNOERORAIN.SEE NOTE(3)BELOW. AS NEC WARY. ALL TESTING SHOULD BE PERFORMED BT THE SAME TESTING FACILITY TO MAINTAIN CONSISTENT RESULTS.SUBMIT PVC UNDERpRAIN 13.INSTALL PEA GRAVEL LAYER AS INDICATED ON DRAWINGS. THE BOIL SAMPLE RESULTS O THE ENGINEER REVIEW AND APPROVAL PRIOR TO DELIVERY TO THE PROJECT SITE SEE UNDERDRAN 14,DEIJVER APPROVED SIORETENTION SOIL AND STORE ON ADJACENT IMPERVIOUS AREA OR PLASTIC SHEETING. DETAIL "' C.VOLUME OF FLIER MEDIA BASED ON 1IM OF PLAN VOLUME TO ACCOUNT FOR SETTLING OR COMPACTION. / \ \, \r :.���\/ 15.BONTRA WITH APPROVED BIORETENTION IL STOON SOIL O THE DESIGN GRADE(UN-COMPAO SOi AS INDICATED ON DRAWINGS.1�F •�• NON-PERFORATED P PVC ELBOW In RMR A SOIL SAMPLE It GALON)TO TIE ENGINEER PRIOR TO 501E DELIVERY TO THE S D.DO NOT MIX.DUMP OR STORE ANY OTHER MATERIALS OR SUBSTANCES THAT MAY B E HARMFUL TO PLANT GROWTH OR PROVE A le,STABILIZE ALL REMAINING DISTURBED AREAS AND SIDE SLOPES WITIi SEEDING.HYOROSEED WG.ARDOR EROSION CONTROL HINDRANCE TO THE PLANTING MAINTENANCE OR OPERATIONS WITHIN THE BIORETENTION AREA CONNECTION TO UNDERDRAIN PIPE - . 'LrWNETS AS INDICTED ON DRAWINGS.ENGINEER FIELD VISIT AND REPORT REQUIRED SEENOTE 131 BELOW 2 MULCH 17.INSTALL BIORETENTION PLANTINGS AS INDICATED ON DRAWINGS.DO NOT PLANT BEFORE THE REMAINING DISTURBED AREAS fh SURROUNDING THE FACILITY ARE STABILIZED. A FINE SHREDDED WELL AGED(e MONTH MINIMUM)HARDWOOD MULCH. O 18. INSTALL MULCH LAYER AS INDICATED ON ORAWINGS.THE CONTRACTOR MUST SUBMIT A MULCH SAMPLE II GALLON I TO TH ENGINE R HARDWOOD MULCH IS PREFERRED TO PREVENT FLOATING.IF HARDWOOD MULCH IS NOT AVAILABLE A FINELY DOUBLE SHREDDED. PRIOR TO DELIVERY TO TiE SITE WELL AGED.ORGANIC DARK FINE MULCH MAY BE ACCEPTABLE ON A CASE BY CASE BASIS PER SAMPLE SUBMITTAL AND ENGINEER TYPICAL BIORETENTION CLEANOUT DETAIL lG CONDUCTFINACONSTRUCTIONINSPECTIONWITHENGNEERENGINEERFIELDVISITANOREPORT REQUIRED SEE NOTE M BELOW. REVIEW. NOT TO SCALE 20.REMOVE REMAINING EROSION AND SEDIMENT CONTROLS ONLY AFTER SURROUNDING DISTURBED AREAS HAVE BEEN PROPERLY STABLIMD. B.A MULCH SAMPLE MUST BE SUBMITTED AND APPROVED BY THE ENGINEER PRIOR O DELIVERY TO THE PROJECT SITE. b NOTES: a FILTER FABRIC NOTES: G1 SEE GENERAL CONSTRUCTION NOTES FOR ONSTRUCTON DETAILS F ON SET AILED CONSTRUCTION 1. CONTRACTOR RESPONSIBLE FOR SLOPE STABILIZATION AND SAFETY (].)SEE MANDATERALNOTE55PECIFIGTIONSILONHE PROJECT ETNLS FR IS REQUIRED PRIOTOMOCEDIHG WITH ANOIFWOVENGEOTE%TILE FABRIC WITH FLOW RATE OF 0110 GALLOWMINUTE5Ig0UARE FOOT. MEASURES DURING CONSTRUCTION.SIDE SLOPES TO BE 3:I MAXIMUM -I r I� M) (3JMANOATORY NOTIFIGTOWAPPROVAL OF THE PROJECT ENGINEER IS REQUIRED PRIOR TO PROCEEDING WITH NEXT STAGE SLOPE BIORETENTION CLEPNOUT MIN 1 THE ENGINEER(HORSLET WITTEN GROUP.INC.J AT 50&833.88Go PRIOR TO 12:00 NOON THE PROCEEDING DAY TO ARRANGE FOR GA S.CIASS•C APPARENT OPENING SIM(ASTM-c-a51). IF Lm Ir WE DETAIL 1 2. LOAM AND SEED SIDE SLOPES PER SPECIFICATIONS.USE SIGNET OVERFLOW OUTLET•A• /J�1 t7 REDUESTED FIELD VISITS. C.GRAB TENSILE STRENGTH(ATSM-0A832)BURST STRENGTH(ASTM-DJ833). S150BN BIODEGRADABLE EROSION CONTROL BLANKET OR APPROVED SEE DETAIL A / I 3• '"' CONSTRUCTION NOTES 4.PEA GRAVEL EOUVALENT TO STABILIZE ALL SIDE SLOPES.THE REMAINING TMIN DISTURBED AREA SHALL BE LOAM&SEEDED OR LANDSCAPED PER TAPER SIORETENTION SOIL AND MULCH I O 1. EXAMINATION A W WASHED STONE PLANTING PLAN. SIORETENTION PLANTINGS FROM OUTLET STRUCTURE 7� • A VERIFY LAYOUT AND ORIENTATION OF BIOREMWhON AREA AND CONNECTIONS S UNDERORAIN GRAVEL (SEEFTANTING PLAN) S.VERIFY EXCAVATION BASE IS READY O RECEIVE WORK AND EXCAVATIONS.DIMENSIONS.AND ELEVATIONS ARE AS INDICTED ON A W CRUSHED WASHED STONE CLEAN AND FREE OF ALL FINES AND MEETING AASHTO MJ. I EROSION CONTROL BLANKET X PONpING 3•g�pp� • DRAWINGS. SEE NOTE I2) vOEFM IMAX) MAROWOOD MULCH 3 a PIPE \ j i, 1 PREPARATION \. A UNOERDRAIN \ /%` !v �' r OF BID S-L 0 B A CALL OOSAPE AT Bt 1 NOT LE55 THAN THREE WORKING DAYS BEFORE PERFORMING WORK. 4'RIGID SCHEDULE 40 PVC PIPE.WITH YB•PERFORATIONS®8'O.C.MEETING ASTMO 1785 OR AASHTO M-210. �\ "\j\ �~ !TOP OF BID SOIL'S to B.RECUEST UNDERGROUND UTILITIES O BE LOCATED AND MARKED WITHIN AND SURROUNDING CONSTRUCTION AREAS. TS AND YS FITTINGS AS REQUIRED FOR THE UNDERORAIN CONFIGURATION INDICATED ON DRAWING. 775 \, /B �ITION / �5 - C.IDENTIFY REQUIRED LINES,LEVELS,CONTOURS,ANDG B.CONNECTIONS TO STORM DRAIN SYSTEM.TUM, / / � \ BOTTOM OF BIO SOIL•C• C.UNDERORAW CLEANOUIS D.CLEAR AND GRUB THE PROPOSED BIOREIENTION AREA NON PERFORATED SCHEDULE 40 PVC PIPE,PVC ELBOW,CAP.AND ALL ASSOCIATED FITTINGS. '\ /�/f J. � ,�• v�.. \ \\'BOTTOM OF BED 9• 1 EXCAVATION ). OSION CONTROL BLANKET 13:1 SIDE SLOPES ONLY) �,� VERTICAL EXCAVATION SLOPE 'yr` A EXCAVATE BIORETENTION AREA IN ACCORDANCE VYIM GENERIC NOTES AND SPECIFICATIONS. FR r??C, A WOVEN.IW%BIODEGRADABLE JUTE FIBER 7.]o"W"N0 SOFT. PREFERRED OR ALTERNATIVE, / -\ BOTTM OF UNDERDRAIN•G' • S.TO MINIMIZE COMPACTON,WORK EXCAVATORS OR BACKHOES FROM THE SIDES TO EXCAVATE THE SIOREMNTION AREA TO ITS SIONET SI SIGN OR APPROVED EOUNALENT. SLOPE(MAX 1:1) APPROPRIATE DESIGN DEPTH AND DIMENSIONS.USE EXCAVATING EQUIPMENT WITH ADEQUATE REALM 50 THEY DO NOT WORK IN THE FLIER FABRIC ON FOOTMINTOFTiE BIORETENTIONAREA IFAPPUCABLEANDPER EENGNMn DIRECTONUSEACELLCONSTRUCTONAPPROACH a PLANTS ENOCAP UNDERORVN OUTLET PIPE GRAVEL STONE BLANKET,AND SIDE WALLS ONLY INLARGERBIORETENTION BASINS,WHEREBY THE BASIN IS SPLIT INTO 500TO 1000 SOLARE FOOTTEMPORARY CELLS WITH Al.TO 15 IFLOIG(TVA.) INVERT•E• WVERT•F FILTER FABRIC AROUND • - A AS INDICTED ON DRAWINGS. MIRAFI 140N OR FOOT EARTH BRIDGE IN BETWEEN,50 THAT CELLS CAN BE EXCAVATED FROM THE SLOE 4•PERFORATED PVC UNDERORAIN ONLY 9. SEGO ISOE SLOPE90NLY1 PIPE00.5%SLOPE(MIN) APPRlu MATETIVE BIORETENTION FACILITY DETAIL SEE gECTIONA-A APPROVED EQUAL C.EXCAVATE AiJp SEAL ANY PRETREATMENT CELLS AIDOR SEDIMENT FOREBATS FIRST AND SEALED TO TRAP SEDIMENTS PER THE BACKFILL MATQRIAL DRAWINGS A SEE LANDSCAPE PLANS AND SPECS F00.SEED MU(. MOTTO SCALE D.ROUGH GRADE THE BIORETENTION AREA DURING GENERAL CONSTRUCTION.EXCAVATE THE BIORETENTION FACILITIES O WITHIN 1 B.APPLJGTON RATE PER SPECS AND SEED MANUFACTURERS REQUIREMENTS. MAX RECOMMENDED FOOT OF UNDERDRA 10.OUTLET SSTRUCTUREN BOTTOM. II,GRANITE CONCRETE POROUS PAVERS DINED DROP IN E. I^24•�•I OVERALL HEIGHT IO IF THE BIORETENT IS TO BE USED AS A TEMPORARY DRAINAGE STORAGE BASIN DURING THE EARLY STAGES OF PROJECT DRAINAGE AGGREGATE WEIR•GRANITE LURE GFv`M CONSTRUCTON,THEHE AREA SIDE SLOPES SHOULD BE TEMPORARILY STABLI2ID AND SILT FENCE INSTALLED ALONG THE TOE OF THE ROUGH A 512E AS INDICATED ON DRAWINGS. CURB \ PER MANUFACTURERS WEI0.(RECLAIMED AS GRADED SIORETENTION SLOPES O MINIMIZE EXCESSIVE SEDIMENTATION OF THE BIORETENTION FLOOR. B.FIBERGLASS REINFORCED PLASTIC MANHOLES OF SIZE INDICTED ON DRAWINGS. RECOMMENDATIONS POSSIBLE) A COMPACTION \ INLET AND OUTLET • A MINIMIZE COMPACTION OF BOTH THE BASE OF THE BIORETENTION AREA AND THE REQUIRED GCKFILL.COMPACTION WILL \ SLOPE INLET AVAILABLE 4• ' 4.24• i SIGNIFICANTLY CONTRIBUTE TO DESIGN FAILURE 1 1 � THRU 2/• - VIARVE LE PIPE 0 >> S.USE EXCAVATOR OR BACKNOES TOEXCAVATE THE BIORETENTION AREA \ I HEIGHT I O N C.IF THE BIORETENTION AREA IS EXCAVATED USING A LOADER USE ONLY WIPE TRACK OR MARSH TRACK EQUIPMENT.OR LIGHT EQUIPMENT WITH TURF TYPE TIRES.USE OF EQUIPMENT WITH NARROW TRACKS OR NARROW TIRES.RUBBER TIRES WITH LARGE «LUGS.OR HIGH PRESSURE TIRES CAUSE EXCESSIVE COMPACTION RESULTING IN REDUCED INFILTRATION RATES AND STORAGE - Y. ` �' x X A \\ VARIOUS TYPES OF OUTl.ElS G • VOLUMES AND IS NOT ACCEPTABLE WITH WATERTIGHT 000MPACTIONCANBEWJ.EVIA ATTESASEOFTESIORETEPRIONFACUWBYUSINGAPRIMARYTLLWGOPERATONSUCHASA \;1/ /'', / / \// /- € F / 1\ ADApTEgg FORADSK2. CHISEL PLOW,RIPPER,OR SUBSOILEIL THESE TILLING OPERATIONS ARE PERFORMED O REFRACTURE THE SOIL PROFILE THROUGH \ /\\ \\/\\ '\ / `SDR-35 SEWER SCHEDULE METHODS EXPANSION TITLE DIMP ENOUGH TONREDUCE THE E ZONE FFECTS OF COMPACTION FROM HST BE EADY EOU PMENT.M BY THE EER.ROTOILLERS TYPICALLY DO NOT JOINT ///\\\\//'.//\\\�///\\ \ „l_. 440 YVOYV,wSRRUGATED PVC. 1 • E DO NOT COMPACT SIORETENTION SOIL WITH MECHANICAL EQUIPMENT. (80i01.4001Sd1) \// \///\\//\�\\//\\/// STONE BASE S. EMBANKMENTIBERM FlLL FLAT SHEETS ` \ \/�'//\ •\// / --f NOTE: ADAPTERS CAN 8 MOUNTED ON ANY ANGLE G%B INSTALLATION \\\/ '\\ \ ADAPTERS HYLOMP INLAsr DRAWINGS. TO A CONSTRUCT EMGAMMENMBERM IN ACCORDANCE WITH SPECIFICATIONS AND AS INDICATED ON DRAWINGS. P CONCRETE SUBBASE1Jy- • A 00 NOT CONSTRUCT THE BIORETENTION AREA 11NTLL ALL DISTURBED AREAS WITHIN THE CONTRIBUTING DRAINAGE AREAS HAVE BEEN MAIL STONE SIZE APPROVED NAIVE MATERW- 13,5 120• i GRADED AND STABILIZED. SECTION FREE Of DEBRIS OVERFLOW OUTLET DETAIL B.REMOVE SEDIMNT ACCUMULATED ALONG Tie EXCAVATION FLOOR DURING SITE CONSTRUCTION PRIOR TO CONTINUING WITH THE • BIORETENTION FACILITY CONSTRUCTION. CONC TE P S NOT TO SCALE REAVER INC.FORM BOTTOM OF EXCAVATION O CORRECT ELEVATION. EXPANSION SAILORCOURSE BY ngYLORAST•OR APPROVED EOUNAENT JOINT D.IF INFILTRATION LS PROMOTED.THEN RP THE BOTTOM SOILS TO A DEPTH OF SIX INCHES O PROMOTE GREATER INFILTRATION. SEALANT 12• NOTES: OVERFLOW WEIR 1. FILTER FABRIC AT BOTTOM OF IINDERHALL ONLY. • E INSTALL THE FRIER FABRIC ALONG THE EXCAVATION SIDE WALLS AS BIORETENTION AREA THE DRAWINGS.IF FLIER FERRIC IS TO BE GRANITE CURB 2, FILTER FABRIC ABOVE UNOERDRMN SHALL EMEND VERTICALLY INSTALLED PLACE THE fLTER FABRIC ON TIE SIDES OF THE BIOREZENTON AREA WITH A MINIMUM SIX INCH OVERLAP AT ALL JOINTS. \\ \\ 1-INCH!HMO THE PEA GRAVEL LAYER&HORQONTAI.LV 1-FOOT F.INSTALL ANY TEMPORARY EROSION AND SEDIMENT CONTROLS TO OVERT SORMWATER AWAY FROM THE=RETENTION AREA OFF THE CENTER OF THE UNDFIRVRAN PPE • DURING FINAL CONSTRUCTION AND UNTIL IT IS COMPLETED.SPECIAL PROTECTION MEASURES SUCH AS EROSION CONTROL FABRICS )V PREFORMED •• „. MAY BE NEEDED O PROTECT VULNERABLE SIDE SLOPES FROM EROSION DURING THE CONSTRUCTION PROCESS. EXPANSION JOINT G.ESTABLISH ELEVATIONS AND PIPE INVERTS FORINLETS AND OUTLETS AS INDICATED ON DRAWINGS CONCRETE _._.:_.__.... __._..:.._...,,....- ..-::. • H.INSTALL THE OVERFLOW OUTLET STRUCTURE AS INDICTED ON DRAWINGS. 3'(M ff IN) I.IN STALLUNONORAWIWCLUDINGG VEL MOON THEUED DERIMALAND FIFE ASEDICATECMTOPOFTHE TALS. SSIERV AINGRAVEL AS EXPANSION JOINT I'• ? INDICATED ON DRAWINGS.PLACE GRAVEL AROUND T@ UNDERORAIN PPE AS INDICTED IN THE OETAILS.OBSERVATION WELLS a / / O r / DETAIL ..__. ..... ..I;.:..:..........,.._.._. ANOOR LLfN40UT PIPES MUST BE PROVIDED(SEE PLANS FOR LOCATION). BIORETENTION SORSEE NOTES / J.INSTALL PEAGRAVELLAYERASINDICTEDONDRAWINGS. PEA GRAVEL K DELIVFIR APPROVED SIORETENTION SOL AND SORE ON ADJACENT IMPERVIOUS AREA OR PLASTIC SHEETING. I I -_-. T. BACKFILLING A BACKFILL WITH APPROVED BIORETENTION SOIL O THE DESIGN GRADE AS SPECIFIED IN THE DRAWINGS CONCRETE WITH GROW OM FABRIC { { - /^/ l /\/1.� NO FILTER • FINISH PARALLEL TO THE .. � �r.r .\ C/ ALONG BOTTOM OF THE '_.._.._ .....:._ BIORETENTION BED B.PLACE SOIL IN12 INCH LIFTSUNTIL DESIRED TOP ELEVATION OFSEDA OUND SOILIS ACHIEVED.DO NOTUSE SUPPLY EQUIPMENT 'OVERFLOW V/EI0. FILTER FABRIC MIRAFI \�\ - �'•\ \J1' WITHIN THE BIORETE O CH BASIN.HEAVY EQUIPMENT CAN BE USED AROUND THE PERIMETER OF THE BASIN TO SUPPLY SOILS AND PLAN 140N O0.APPROVED '�, 4•PERFORATED PVC UNDERDRAIN PIPE IN SAND.WAR 3 DAYS TO CHECK FOR SETTLEMENT,AND ADO ADDITIONAL MEDIA AS NEEDED EQUAL(SEE NOTES) C.DO NOT COMPACT BIMETENT)ON SOL WITH MECHANICAL EQUIPMENT. NOTES: a OF 3•WASHED CRUSHED STONE AMA • 1. CEMENT CONCRETE SHALL BE 0,000 PSI-TYPE 11 ENGINEER APPROVED NATIVE HIGHWAY TRAIN.20.5 SLOPE CONNECT 0.L GRADE STABILIZE ALL L:NTON MATERIALS WITH LIGHT EQUIPMENT SUCH AS A COMPACT LOADER OR A DONDIOR ADEREROSION ON C MARSH TRACKS. 2. GRANITE CURB WEIR TO BE USED FOR ANY CHECK DAMS(SEE BANS) OR BACKFlLL MATERIAL TO INLET AT MIN.0.5%SLOPE E BLANKETS LA KET ALLREMAINING DISTURBED AREAS AND SIDE SLOPES WRAP SEEDING.HYDROSEEOING.MNDAOR EROSION CONTROL BLWKETSASINpIGTEDaNpRgwwGs. SEDIMENT FOREBAY DETAIL BIORETENTION FACILITY SECTION A-A IL PLANTING NOT TO SCALE NOT TO SCALE A PLANT BIORETENTION AREA IN ACCORDANCE WITH PLANTING PLANS AND SPECIFICATIONS. • S.THE PRIMARY FUNCTION OF THE BIORETENTION STRUCTURE IS TO IMPROVE WATER QUALITY.DO NOT ADD FERTLIZERS OR OTHER SOIL AMENDMENTS TO THE SIORETENTION SOILS UNLESS INSTRUCTED BY THE ENGINEER.THE PLANTING SOL SPECIFICATIONS PROVIDE ENOUGH ORGANIC MATERIAL O ADEO WTELY SUPPLY NUTRENTS FROM NATURAL CYCLING. C.INSTALL BIORETENTION PLANTINGS AS INDICATED ON DRAWINGS AND WATER AS NOTED ON DRAWINGS AND IN SPECS. SIORETENTION SCHEDULE: 0.DO NOT PLAINT BEFORE THE REMAINING DISTURBED AREAS SURROUNDING THE FAGWTY ARE STABILI2ElJ. ELEV.A I I ELEV.B 1 ELEV.C ELEV.G 1 ELEV.E ELEV.F ELEV.G E REMOVE SEDIMENT ACCUMULATED IN THE BIOREMNTION AREA DURING THE PLANTING PHASE. • F.IF SUITABLE VEGETATIVE COVER HAS NOT BEEN ESTABLISHED ALONG THE SIORETENTION SIDE SLOPES PRIOR TO PLANTING,INSTALL Min. Untleldmin A SILT FENCE PERIMETER AT THE TOE OF THE SIORETENTION MOPES AND LEAVE IN PLACE UNTIL AN APPROVED VEGETATIVE COVER HAS BEEN ESTAausHED. Bottom Spillway Design OAelllow POnding- Bottom of Owflow, Bic Soil Bottom :Depth Pee Bottom of Underdmin Uhderdraln Underdrain Length Stop. Pipe Outlet Bottom of • G INSTALL MULCH LAYER AS INDICTED ON DRAWINGS.MIX APPROXIMATELY HALF OF THE SPECIFIED MULCH LAYER INTO THE Surface Elevation FfeeQoard INet Rim Depth BIG Area. Intel Type 6 Depth Top of Bic Depth Bic Soil Gravel Bed Stiche'cow Pipe Size, DOW IrV Untlerdrain U(OenY'ain IrNert InVrt Undeldram BIORETENTION SOIL TO A DEPTH OF APPROXIMATELY 4 INCHES TO HELP FOSTER A HIGHLY ORGANIC SURFACE LAYER. No. Area SO (R) Aft) R) (fll X Mulch fl Soft R (In R M (R ' ' (in. m (R) ft) R/R ft R R) H.REMOVE REMAWG W EROSION AND SEDIMENT CONTROLS ONLY AFTER SURROUNDING DISTURBED AREAS HAVE BEEN PROPERLY 1 88 31A5 0.55 30.90 0.50 M40' CB2 0.25 30.15 30.00 27.65 0:33 27.32 3U7 q.00 26.70 A0 0.005 26.65 26.55 26.36 STABILIZED. 2 114 - 31.25 025 31.00 0.50 3050 0.25 30.25 30.00 27.75 0.50 27.25 3.00, 4.00 20.63 t0 - 0.005 26.58- 20.40 26.29 1,CONOLICT FINAL CONSTRUCTION INSPECTION WITH ENGINEER. 3 190 3123 0.23 31.00 0.50 30.50 0.25 30.25 13-00 29.17 0.50 28.67 3.)0 4.00 28.04 10 0.005 27.99 27.89 27.70 a CLEAN up 4 168 33A0 7.73 31:87 0.50 31.37 025 31.12 22.00 �29.29 0.5D 28.79 3D0 4.00 28.iB10 0.005 28.17 28.01 27.62 • A AFTER COMPLETION OF THE WORK REMOVE ANO PROPERLY DISPOSE ALL DEBRIS.CONSTRUCTION MATERIALS.RUBBISH.EXCESS 4 5 116' 40.70 0:20 40.50 0.50 40.00 1125 4 39.75 18.00 38.25 0.50 37.75 3.00 4.00 37.13 21 0.005 37.02 36.92 38.73 SOIL ETC..FROM THE PROJECT SITE.REPAIR PROMPTLY ANY IDENTIFIED DEFICIENCIES AND LEAVE THE PROJECT SITE IN A CLEAN NGIeS, AND SATISFACTORY CONDITION. 1 Bottom eleYation Surface of Shredded organic layer IWO detail) . 2 See pipe schedule for outlet pipe sae • i GENERAL PLANTING NOTES: 3.AT A MINIMUM THE NEWLY SEEDED AND/OR HYDROSEEDED LAWNS SHOULD BE WATERED 23 TIMES A DAY.SPECIAL CARE SHOULD BE TAKEN TO ENSURE THAT THE LAWN IS NOT SATURATED DURING WATERING.IF AN IRRIGATION SYSTEM IS NOT PROVIDED,A TEMPORARY IRRIGATION SYSTEM OR HANDHELD GARDEN HOSE SHALL BARNSTABLE • 1. THE FOLLOWING NOTES ARE PROVIDED AS GENERAL PLANTING GUIDELINES ONLY. BE USED FOR WATERING SEEDED AREAS.THE AREA MUST BE MAINTAINED CONSISTENTLY MOIST FOR THE BEST GERMINATION RESULTS.ADDITIONAL WATERING - THOROUGHLY REVIEW THE PROJECT SPECIFICATIONS FOR ALL LANDSCAPE REQUIREMENTS WILL BE REOUIRED IF PLANTING AND SEEDING OCCUR OUTSIDE OF THE RECOMMENDED PLANTING SEASONS. MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS PRIOR TO THE COMMENCEMENT OF ANY LANDSCAPE WORK SUBMIT IN WRITING TO THE ri LANDSCAPE ARCHITECT ANY QUESTIONS OR CLARIFICATIONS REQUIRED AT A MINIMUM OF 30 SHEET TOTAL DAYS PRIOR TO ORDERING ANY MATERIALS OR BEGINNING ANY LANDSCAPE CONSTRUCTION. GENERAL SEEDING NOTES: SHEETS 2 SUBMIT TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL ALL REQUIRED LANDSCAPE 1. SEND A REPRESENTATIVE SAMPLE OF THE TOPSOIL TO A TESTING LABORATORY FOR STANDARD SOIL ANALYSIS AS DESCRIBED IN THE SPECIFICATIONS.SUBMIT TO - 3 88 3 SUBMITTALS AS DESCRIBED IN THE SPECIFICATIONS INCLUDING A PLANT LIST WITH PLANT SIZE THE LANDSCAPE ARCHITECT AND ENGINEER TEST RESULTS WITH RECOMMENDED SOIL TREATMENTS TO PROMOTE PLANT AND GRASS GROWTH.CORRECT CONSTRUCTION DETAILS-LANDSCAPE i AND QUANTITIES TO BE ORDERED PRIOR TO DELIVERY TO THE PROJECT SITE. DEFICIENCIES IN THE LOAM AND STOCKPILED TOPSOIL AS DIRECTED BY THE TESTING AGENCY. SHEET 9 OF 10 0 3. FURNISH AND INSTALL ALL PLANTS AS SHOWN ON THE DRAWINGS AND IN THE SIZE AND 2 ALL AREAS THAT ARE DISTURBED AND/OR GRADED DURING CONSTRUCTION ARE TO BE BROUGHT TO FINISHED GRADE WITH AT LEAST 6-MINIMUM DEPTH OF GOOD w • OUANTITIES SPECIFIED ON THE PLANTING SCHEDULE. PLANT SUBSTITUTION SELECTION MUST QUALITY LOAM AND SEEDED WITH A QUICK GERMINATING GRASS SEED SUCH AS NEW ENGLAND EROSION CONTROL RESTORATION MIX OR AS SPECIFIED ON THE �^ BE APPROVED BY BIOLOGIST OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANS. 4. ALL PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1'AMERICAN STANDARD 3. PRIOR TO THE PLACEMENT OF TOP SOIL,LOOSEN THE SUBGRADE OF ALL PROPOSED SEEDED AREAS TO A DEPTH OF 6'AND RAKE TO REMOVE STONES LARGER H • FOR NURSERY STOCK.-LATEST EDITION,PUBLISHED BY THE AMERICAN NURSERY AND THAN 1 INCH,STICKS,ROOTS,RUBBISH AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE TO AN OFF SITE LOCATION. t ,• • LANDSCAPE ASSOCIATION INC. 4. DO NOT SPREAD TOPSOIL IF THE SUBGRADE IS FROZEN,EXCESSIVELY WET,COMPACTED OR NOT PROPERLY PREPARED PER THE NOTES AND SPECIFICATIONS. S. PLANTS TO BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE s* y PROJECT FOR AT LEAST TWO(2)YEARS.USE HEALTHY NURSERY GROWN PLANTS FREE OF f e�;_ ��.; • DISEASE,INSECTS,PESTS,AND EGGS OR LARVAE,WITH A WELL DEVELOPED ROOT SYSTEM. 1. CONCRETE ANCHORS TO SUIT BENCH MANUFACTURER REOUIREMENTS. _« 2. CONCRETE SLAB AED MOUNTING OF BENCH SY CONTRACTOR. _ i C 6. INSTALL PLANTS WITHIN ONE(1)WEEK OF PURCHASE.IF PLANTS ARE TO BE STORED AT THE SITE TO sum BENCH PRIOR TO PLANTING,IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THEY ARE PROPERLY + + + + ED. LENGTH MAINTAINED,WATERED,AND REMAIN HEALTHY. ED. r 7. PROCEED WITH PLANTING ONLY WHEN EXISTING AND FORECASTED WEATHER CONDITIONS PERMIT.SUBMIT TO THE LANDSCAPE ARCHITECT IN WRITING THE PROPOSED PLANTING TOPSOIL MPACT-NO STONES GREATER naN 1•0. TO SUIT BENCH BENCH SCHEDULE.OBTAIN APPROVAL OF PLANTING SCHEDULE FROM THE LANDSCAPE ARCHITECT FINISH GRADE COMPACT WITH AHAHOR PRL R W TWO WIpTH PRIOR TO PERFORMING ANY WORK DIRECTIONS 8 F WE RAKE PRIOR TO SEEDING < ED. APPROX.I.S T SUBSOIL-COMPACTED AT lIHL MAXIMUM OENRITY + + + + + 8. SEASONS FOR PLANTING: s ' SPRING: DECIDUOUS: APRILI TO DUNE 75 SEED-AS SPECIFIED IN NOTES AND ORAWINGS. -PriTl - EVERGREEN: APRIL I TO JUNE IS - TOP DRESS WI a•HAY MULCH AFTER SEEDING. CEMENT CONCRETE PERENNIALS: APRIL 15 TO JUNE 1 �Y +v + + + uGM BROOM RwsH PLAN VIEW t 2 ., (a,00D PSI) SET FLUSH SITE PATH GROUNOCOVERS: APRIL IS TO JUNEI BENCH ANCHOR ED FINISH GRACE SAME (SEE NOTES) BENCH LEG FINISH GRADE • FALL: DECIDUOUS: SEPTEMBER 15 TO NOVEMBER IS USE EOUIOWANT MLNGULAR SPACING FOR PUNTS-FOR ACTWIL SPACING �. < < 4 (IN IW.MESH EVERGREEN: SEPTEMBER 15 TO NOVEMBER 15 SEE PUNS OR PLANTING SQIEWIE PERENNIALS: SEPTEMBER 15 TO NOVEMBER 15 s ,,•_�_j ' FIAT wt.dx5l.d) • GROUNDCOVERS: SEPTEMBER 15 TO NOVEMBER 15 FUr SHEETS • SECTION VIEW BARE ROOT: PLANT WHILE DORMANT FROM DECEMBER 1ST THROUGH LOAM AND SEED DETAIL PLANTING SPACING DETAIL PARK BENCH&CONCRETE PAD DETAIL i MARCH 31 ST NOT TO SCALE NOT TO SCALE NOT TO SCALE Q PLANTING UNDER FROZEN CONDITIONS IN EITHER THE SPRING OR FALL WILL NOT BE PERMITTED. PLANTING BEFORE OR AFTER THE ABOVE REFERENCED PLANTING DATES WILL INCREASE THE RETAIN SAME FwISH GRADE AFTER • LIKELIHOOD OF PLANT OR GRASS SEED ESTABLISHMENT FAILURE.ANY DEVIATION FROM THE PUNTING AS ORIGINAL GRADE BEFORE UPSTREAM FABRIC ABOVE REFERENCED PLANTING DATES IS UNDERTAKEN AT SOLE RISK OF THE CONTRACTOR AND DIGGING OVERXAPs� _ STAKES ON s i A IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY ADDITIONAL MAINTENANCE DOWNSTREAM FABRIC BY IO' {� ..1 SEE KEY TRENCH DETAIL _ - .. TOP O_'BANK CENTERS,TYP. Y REQUIRED TO ENSURE SATISFACTORY PLANT AND SEED (SEE OVERLAP DETAIL) I G I TOP OF '"v_"CT^'"''_,._,.i�-1�=_ - ANDWATERINGWHICHMA BE ED GENTLY HANaIOOSEN SOIL FROM BANK{ .,'i5'MnX.�`: � ESTABLISHMENT. AROUND ROOMALL V t OUT s . •. { REVERING MAIN ROOTS.SPREAD STAKES THROUGH STAKES THROUGH' BOTH FABRIC DYERS BOTH FABRIC UYH25 ROOTS OVER MOUND OF UNDISTURBED 10.FURNISH ONE YEAR MANUFACTURER WARRANTY FOR TREES,PLANTS,AND GROUND COVER PLANT TREE PLUMB- .,. 1..,...1.:„ SU8GRADE - - PRUNE BROKEN OR DEAD ---��•' PT FOR DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH,EXCEPT O AGAINST DEFECTS CLU ' / BRANCHES AS DIRECTED By � RESULTING FROM LACK OF ADEQUATE MAINTENANCE,NEGLECT,OR ABUSE BY OWNER OR I1--• 17 ! O� LANDSCAPE ARCHITECT I E OF ..i... ABNORMAL WEATHER CONDITIONS UNUSUAL FOR WARRANTY PERIOD.THE DATE OF FINAL ]•PINEBARN MULCH.RILL MULCH]•6• F ACCEPTANCE OF ALL COMPLETED PLANTING WORK ESTABLISHES THE END OF INSTALLATION AND AWAY FROM BASE OF PERENNIAL, SEE TRM+RITI N O INITIAL MNTENANCE PERIOD AND THE COMMENCEMENT OF THE GUARANTEE PERIOD. ,. REMOVE SAUCERAFTER ONE SEASON' TREN6H DETAIL NOTE 1: • ! ALL FABRIC FORMS INU BE LAPPED IN AN AI 0 .a i 's TOE OF SLOPE UPSTREAM TO DOWNSTREAM DIRECTION. 11.ALL TREES WITHIN 5'-0.OF WALKWAYS AND SIDEWALKS TO HAVE A 6'-B'STANDARD BRANCHING '\` ////� MOUND WITH EXCAVATED SOIL TO]• DOWNSTREAM FABRIC 1 PLAN VIEW FOLDING FABRIC AT BENDS O HEIGHT. _ � ' �/Y ABOVE FINISHED GRADE UPSTREAM PLAN VIEW / FABRIC • N 12.INSPECT ALL AREAS TO BE PLANTED OR SEEDED PRIOR TO STARTING ANY LANDSCAPE WORK. EXCAVATE NDLETO DIAMETERFI NYLON OR WEBBING WIDER THAN ROOTBALL BALKFILL STARE OR TIE TO STAKE FILL KEY TRENCH WITH / \�\ '/ TOPSOIL AND COMPACT III���111 U...PSTREAM FABRIC IC8YPPS c0•] REPORT ANY EPROBEMS,ETC.TO INCORRECT GRADING,INCORRECTAND E GINEERSUBGR DE PRIOR TO BEGINNING NI \ /y/' ,Y4\ �':/ SITE Law. \ uPBTREAM I IoowNBTREAM FABRIC ev1B• D DRAINAGE PROBLEMS,ETC.TO THE LANDSCAPE ARCHITECT AND ENGINEER PRIOR TO BEGINNING I 1 WORK COMMENCEMENT OF WORK INDICATES ACCEPTANCE OF SUBGRADE AREAS TO BE z ORO T BALL DRAM. 3-2•m•lMARIEs �_ THIN. FABRIC LITER O PLANTED,AND THE LANDSCAPE CONTRACTOR ASSUMES RESPONSIBILITY FOR ALL LANDSCAPE UPS OVER TOP WOOD STAId_S TO FIRST WHORL oOWNSTREAC FABRIC WORK INTERVALS AND PLACED UPL MB EDGE OF FABRIC WOODEN STAKE •. \: DYER LAPS UNDER PERENNIAL PLANTING DETAIL "... STAKE THROUGH7��T.TH TH1 PROVIDE PROPER PREPARATION OF ALL PROPOSED PLANTED AND SEEDED AREAS PER THE NOT TO SCALE wooOEN STAKE2MAXBOTTOM FABRIC DYER FABRIC DYERS 3. ]'SHREDDED MULdI STAKE FABRIC TO BOTTOM STAKE A-A / OVERLAP SECTION , 1 1 IN TREE PIT OR AS INDICATED NOTES AND SPECIFICATIONS. TRANSITION TRENCH t STAKE ..\ FILL KEY TRENCH WITH 17 REMOVE OF BURLAP A OR ;V��:.,�. TOPSOIL AND COMPACT R 14.ALL PLANT LAYOUT AND ACTUAL PLANTING LOCATIONS ARE TO BE FIELD VERIFIED BY ARCHITECT PRIOR TO PLANTING.NOTIFY THE LANDSCAPE ARCHITECT AT A MINIMUM d'0•MN. MORE ALBURUPAROUND LANDSCAPE '' ,+ • OF 48 HOURS IN ADVANCE PRIOR TO SCHEDULING ANY FIELD INSPECTIONS. RTOTBALL KEY TRENCH DETAIL - WOVEN COIR t'MIN. FABRIC SEDIMENT MULCH SOCK SC 15.BALL AND BURLAP.REMOVE BURLAP AND WIRE BASKETS FROM TOPS OF BALLS AND FROM TOP ORE ALL SIDES AND BOTTOM OF HOLE EDGE OF FABRIC d•MIN \ • ® HALF OF ROOTBALL AS INDICATED ON DRAWINGS.REMOVE PALLETS,IF ANY,BEFORE SETTING. M� FROM WOODEN STAKE O 2•d•SOIL SAUCER 16.POTTED PLANTS:REMOVE THE PLANT FROM THE POT AND LOOSEN OR SCORE THE ROOTS STAKE FABRIC To BOTTOM OF TRATHsmoM 11 C] Q .'� .,.. ; M - TRENCH.1 STAI(E PER]LF STAKE 1'MIN. BEFORE PLANTING 70 PROMOTE OUTWARDS ROOT GROWTH INTO THE SOIL \ OVERLAP SECTION 843 i O FABRIC INSTALLATION CROSS SECTION 8 TRANSITION TRENCH DETAIL 1 11 17.PLUGS:PLANT UPRIGHT AND NOT AT AN ANGLE.DIG PLANTING HOLES LARGE ENOUGH AND DEEP o /, PU PREP (J f' ARED NTING GENERAL NOTES ENOUGH TO ACCOMMODATE THE ENTIRE ROOT MASS.PLANT PLUGS WITH NO TWISTED OR Z\\ 1;+ I SOIL MIXTURE T- • XD BALLED ROOTS AND WITH NO ROOTS EXPOSED ABOVE THE GRADE LINE.HAND PACK THE SOIL - 34 MIN' C\ M - /I 1 1. CO IRFABRICTOMNSTALLEDONALLOISTURBEOSLOFE53:1 OR GREATER IN THE RNERFRONT RESTORATION AREA UNLESS OTHERWISE NOTED. 2e AROUND THE ENTIRE PLUG ROOT MASS. / Y 2. COIRFABRIC SHALL BEAWOVEN COCONUTEROSIONCONTROLBLANKETABLETOWITH MO 10FP5W AR ATERVELOCITIESANDISPSFSHESTRESS.FABRIC MW. ICI _ \' SHALLBEGEOCOIRTW'ORAPPROVEDEDUN_ ` • PERVIOUS SOIL 3. PREPARESOIL BEFOREINSTALLWGCOIRFMMCEROSIONCONTROLPRODUCTS.WCWDINGANYSEED. 18.DIG THE THE PLANTING HOLE TO THE SAME DEPTH AS THE ROOT.ALL AND TWO TO THREE TIMES a. WHERE LARGE TREES ARE PRESENT ON SLOPE THE FABRIC SHALL BE CUT TO FORM AROUND THE TRUNK OF T�TREE ALL SEAMS SHOULD OVERUPAS S1W A2%dpWGONALLY TO WIDER.SCORE ALL SIDES OF THE HOLE.PLACE THE PLANT IN THE HOLE SO THE TOP OF ROOT \`` ` SHO`NM W THE OETAl_ RtopuCE 2 DEAD Sra/T STAKES SCORE ROOTBALL 1^/' S. BEGIN AT TOP OF THE SLOPE BY ANCHORNG COIR FABRIC IN A tS DEEP BY 12 WIDE TRENCH WITH APPROXIMATELY 12'EXIFNONG BEYOND THE UPSLOPE Y H HOLE HALFWAY AND THEN ADD WATER ALLOWING IT Y'�.'���� , BALL IS EVEN WITH SOIL SURFACE.FILL THE IF R]TAOVND TYPICAL STAKE DETAIL B PORTION OF THE TRENdI ANCHOR THE D FABRIC SITE A ROW OF STAKES APPROXIMATELY S APART IN BOTTOM OF THE TRENCH BACKFRL AND COMPACT q 70 SEEP INTO BACK FILLED MATERIAL BE SURE TO REMOVE ALL AIR POCKETS FROM BACK �\��`- REM CONTAINER THE TRENCH.TED S BEEP H COMPACTED SOIL AND FOLD REMAKING LYPORTION A CON FABRIC BACK OVER SEEP AND COMPACTED SOIL RECURS FABRIC I IS EXTREMELY POOR REMOVE OVER COMPACTED SOIL WITH A ROW OF STAKES SPACED APPROXIMATELY 12•APART ACROSS THE WIDTH OF THE FABRIC.THE EDGES OF CON FABRIC MUST BE T SPREAD SOIL ON TOP OF THE ROOTBALL IF SOIL I SOIL.DO NO F ILL 2 ODNlJETER OF ROOTBALL CN REPLACE BACK FILL WITH GOOD QUALITY TOP SOIL AMEND THE SOIL,AS NECESSARY. LOOSEN ROOTS OVFALAPPEDA MwuHUM OF tB•. R � I ClRET CREATE A N WATER.4'BERM AROUND THE EDGE OF PLANTING HOLE WITH REMAINING SOIL TO CONTAINER PLANT ROOTBALL TREATMENT TREE PLANTING DETAIL TYPICAL PERMANENT COIR FABRIC INSTALLATION DETAIL O MOTTO SCALE NOT TO SCALE NOT TO SCALE 20.REMOVE ALL PLANT TAGS AND FLAGS FROM THE PLANTS, 21.MULCH ALL PLANTING BEDS AS INDICATED ON DRAWINGS.UNLESS NOTED OTHERWISE,ALL PRUNE BROKEN OR DEAD PLANTS TO RECEIVE 2-3 INCHES OF MULCH.DO NOT PILE OR MOUND MULCH AROUND THE PLANT BRANCHES AS DIRECTED BY LANDSCAPE ARCHITECT FABRIC NRCAL PERMANENT LL RNTT SPACING AND PLANS HER STEMS OR TRUNK PLANT SHRUB PLUMB HAANITEP B'TB• GRANITE POST FABRIC INSTAWTION DETAIL PER FUMING BANS = 22.TRIM BROKEN AND DEAD BRANCHES FROM TREES AND SHRUBS AFTER PLANTING.NEVER CUT A TOP OF ROOTBAU_ GRAVEL BASE IN 3000 PSI CEMENT 8%B 818 FOR FABRIC INSTALLATION CONFORMANCE WITH CONCRETE(TYPE IO W.W.F. 316'CHPMFER CUTTHE-SEEN TES TO MATCH FINISH MORTARED JOINTTO MASSACHUSETTS '%•SHAPESEE NOTES LEADER. GRADE WITHIN I• 3'P MATCH CONCRETE - (SUGWTIi CONCRETE FOOTING HIGHWAY SPECIFICATIONS S CONCRETES �,\ 8 REMOVE TOP T IRD OF SL GM SLOPE TO GRAIN) CONCRETE . WITH MAXOF N STONENCHES PAVEMENT FOLD FABRIC BACK AND PIN �7 23.THE SITE IS LOCATED WITHIN THE TOWN'S AQUIFER PROTECTION DISTRICT,THEREFORE,DO NOT BURLAP AT ROOTBALL 7 SHREDDED FINISHED GRADE 812E OF 3JNCHER d•�" 8 USE NITROGEN CONTAINING FERTILIZERS,PESTICIDES OR CHEMICALS DURING PLANTING AND MULCH AS wDICATED IT - HD MAINTENANCE OF THE LANDSCAPING OR LAWN AREAS.ADDITIONALLY,DO NOT USE PESTICIDES T tr ,\.:/ oowNSEE NorFs OR HERBICIDES CONTAINING INORGANIC COMPOUNDS(IOC)AS LISTED IN THE MASSACHUSETTS 2J•sort BERM e' DRINKING WATER REGULATION(310 CMR 22.06),OR SYNTHETIC ORGANIC COMPOUNDS(SOC)OR j( - - .. VOLATILE ORGANIC COMPOUNDS OC)AS LISTED IN THE MASSACHUSETTS DRINKING WATER \`' // Y ` STARE FABRIC AFTER PUNTING f7 (V IMPACTED 12' INCREASED / O REGULATION(310 CMR 2207} - / {\:,\\ 3'-0' '\ \: -, SUBGRADE FOOTING ALL i a WATERING NOTES: S MIN y�f! C PREPARED RANTING k OUTSIDE EDGES SCARIFY BOTTOM OF J (I• / ROIL MIXNRE 1. PROVIDE PROPER PLANT CARE,MAINTENANCE AND WATERING ON SITE UNTIL SUCH TIME AS RANTNGHOLEd -1' C fC `�� �`UNDISTURBEDOR NO y2E OFCONCRETE PAD TOM AS INDICATED ON PLANS.CONSTRUCTION JOINTS TO BE SET AT IMTERVALR 1. C THE LANDSCAPING IS ACCEPTED BV THE PROPERTY OWNER AS SATISFACTORY PER THE DEEP jj/ ` f / UNDISTURBED PERVIOUS 'Y� -S"7 _ CAMPACTED SUBGRADE OF to OFIFNGTIH.. 1. RRQO FLnBRIC IN AN'%'SHAPE ro ACCOMODATE2TINE5 THE DIAMETER OF THE SPECIFICATIONS OR AS DETERMINED BY ANY WRITTEN AGREEMENTS BETWEEN THE COMPACTED CRUSHED ROCK 2 FOLD FABRIC BALK AND PIN DOWN TO CREATE HOLE NTHE MAT. / ✓1 l// �-�\:\ S i .:.- SOIL L-"•.- FOR DRAINAGE 17 DEPTH 3. OIG TIE HOLE PER RANTING DETAILS. W) CONTRACTOR AND PROPERTY OWNER. 20 Rooit OF f•---1 g'TW. d. AFTERS.ANTING.MWFMMCBACKIMOPLACEANDSTAREDOWNASREDUIRED TO SECURE FABRIC IN PUCE 2. ESTABLISH AN APPROPRIATE WATERING SCHEDULE FOR ALL POINT MATERIAL BASED UPON PLANTING IN COIR FABRIC DETAIL • cn PLANT SPECIES REOUIREMENTS AND PROVIDE IN WRITING TO THE LANDSCAPE APCHITECT AND SHRUB PLANTINGDETAIL GRANITE BOLLARD DETAIL BIKE RACK CONCRETE PAD t� OWNER FOR REVIEW AND APPROVAL,ADHERE TO THE APPROVED SCHEDULE UNTIL PLANTS NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE }a ARE FULLY ESTABLISHED. • NOTES: TO SUIT 2 MIN. 1. CROSS SLOPE DIRECTION VARIES,SEE TO SUM �- PLANS FOR DIRECTION OF SLOPE. T THICK CONCRETE PAVING(d,000 y..-S MIN. R 2. BOARDWALK DECKING PATTERN AND PSI)WITH6'OB'WELOEOWIREMESH BARNSTABLE RAILING LOCATION VARIES.SEE PLANS. SUPPORT SLOPE(BOTH SIDES)WITH FIELD • ]. CONCRETE TO BE 4,000 PSI. T FROM THE BOTTOM OF CONCRETE -- STONES A EMEND UNDER BOARDWALK 4. CONLRETECONsmuCTIONMINTSTOBE -"\ MARSTONS MILLS VILLAGE CENTER IMPROVE EATS 21 SPACED AT S INTERVALS AS NEEDED. S. CONCRETE TRANSMIONS TO BE SINGLE FIND FOR OOLIME FIXED 02-W WOE SHEET TOTAL • INSTALLED AT ALL BOARDWALK k.p. 2a WIDE OR LESS DECK BOARD I N0. SHEETS INSTALED AT ALL NEEDED. SAWCUT AND BUFF EXISTING WALL AS SHOWN ON PLAN. DECK BOARD 14 SH C CUT RA HUNG AS CLOSE AS POSSIBLE TO END OF WALL 2•MIN.8•MAX. 0 0. ovERHANG CONSTRUCTION DETAILS-BOARDWALK • _ .'... . 1•MIN.EDGE F- EOUALTO To FASTENER SHEET 10 OF 10 0 BOARDWALK WIDTH ,•!CONCRETE PAVING gOgftDl I I 0 0 0 W �,DbU • SOMOWAUK DECKING 1l7 MN. TO FASTENER rv� FASTENER 11e2a SEE LANDSCAPE PLAN STAGGER V MIN.EDGE / • '4� RAILING 8 POSTS - 1� NOTES: Lh 1. FASTENER STAGGERING AND DECK OVERHANG TO BE CONSISTENT FOR LENGTH OF BOARDWALK. .. • VARIES.SEE PLAN -'" 2. DECK GAPS-WW TYR.1M•MIN.117 MAX, C7 JOIST HANGERS W1 HOT DIPPED 3. DECK FASTENERS(SCREWS)TO BE STAINLESS STEEL PER SPECIFICATIONS. O PLAN VIEW GALVANZED NAIL FASTENERS 4. DECKING MATERIAL TO BE FISERON®Rohtl,W. Wo-D-IdN AS CHOSEN BY TOWN, p BOARDWALK DECKING DETAIL NOS- 4- SPLnPLECAP > B 1YIp•LONCRETE ANCHOR BOLT 1. ALLHARDWAREHOT-DIPPEDGALVANIZEO I E7 FASTENED TO FACE PLATE NOT TO SCALE UNLESS OTHERWISE NOTED. SCAB BLOCKING(24•LONG MIN.), y SEE PLANS REDU-D WHERE STRINGERS BUTT GALVANIZED FRAMING NAIL LJ FOOTING CLEAT WI CONC. JOIN.STRINGERS TO BUTT (TYP.).S2EO TO SUR EMBEDMENT TO SUM STRINGER TOGETHER AT POST ONLY. STRINGER WIDTH FOR PROPER 6.00 IW10 WELDED WIRE MESH. 2•MIN. EMBEDMENT(12D TYP.) Z•FROM BOTTOM OF CONCRETE COVERAGE CONCRETE ANCHOR NOTE: BOLT FASTENED TO 1. ALL HARDWARE HOT DIPPED GALVANIZED.ALL BOLTS WITH WASHERS AND SCREWS TO SUM.RAILS T MAX.SEPARATION STRINGER FASTENED SCAB AND STRINGERS AND RAIL CAP EITHER MOUNTED WITH POST BOLTS OR TWO 12D GALV.NAILS AT EACH POST. DECK - SOLID BLOCKING SHALL BE OEIWEEN P/1RALLEL B•THICK AS SHOWN ABOVE EVERY W MAX 2. POST MUST BE BOLTED TO THE STRINGERS. T MIN. THE SAME SIZE AT THE STRINGERS CONCRETE PAVING TRANSITION TWO(ONE UPPER.ONE LOWER- ADJOINING STRINGERS T 2%TYP.,5%MA%IMUM SHAPE RA1 CAR DOUBLE GALV�2D NAILST 8 S R \• O a0TH SIDES)NOD OR 18D O FRAMING AIMING,. _ SUPPORT SLO CONC.PAD W SPACING FASTENER FOR IL N VIEW PE Ae • �..j S PSPLIT PRE CAP SCAC WITH EXISTING SPLICE OR SCAB SPLICE REQUIRED WHERE STRINGE0.3 8 • / Y ,../� ^ �, r FIELD STONES I STRINGERS PILE B (UPPER 8 COWRIE) JOIN.STRINGERS TO SPLICE TOGETHER AT PILES ONLY. J\' SPLIT CAP STRINGER \ 1B'MN AL K `E)GSTINGMATERIAL J;I. DECKING W COMPACTED DENSE GRADE `• •••• \ \ \/ ' COMPACTED PAVEMENT BASE MATERIAL 2TYP. . •\ STRINGERS SUBGRADE UNDER (C%COMPACTION) �� �TMIN. TWO(ONE UPPER ONE LOWER ETE - NOTES: CONCR TURNED DOWN FRONT EDGE EXTENDED 18 INCHES SECTION VIEW BOTH SIOES)100 FRAMING NAILS. 1. ALL HARD WARE MOT-0 PPED GALVANIZED OR STANL W STEEL • CENTER SPAN BETWEEN C 2. BLOCKING SHALL OE LOCATED BETWEEN STRINGERS AND PROVIOM MIDSPM BETWEEN PBE CAPS. SECTION VIEW ALTERNATE SECTION VIEW FOR PBESWITMWATE2WAY SPLICE PLAN VIEYV 3. SOLID BLOCKING IS REQUIRED FROM STRINGER TO STRINGER ACROSS THE ENTIRE WIDTH OF THE DECK. CONNECTION TO SIDE OF BOARDWALK L� WATER WAY �I • WLDUFECROSSING BOARDWALK SPLICE CONNECTION DETAIL STRINGER BLOCKING DETAIL BOARDWALK CONCRETE TRANSITION -� l-1 NOT TO SCALE NOT TO SCALE (PAVEM ENT TO BOARDWALK) GRADE - -_/ DLLsnuccRADE NOT TO SCALE SECTION 2-LENGTH NOTES: 1. FINAL DESIGN OF THE HELICAL PIER SUPPORT SYSTEM TO BE PROVIDED BY THE MANUFACTURER PER THE SPECIFICATIONS.THE BOARDWALK AND WOOD FRAMING TO ME CONSTRl1CTED PER THE APPLICABLE BOARDWPLL(OETALS. MOTES 1 DETAIL PROVIDED BY HUBBELL POWER SYSTEMS(CHANCE). WORK FIELD SURVEY AS FOLLOWS UNLESS OTHERWISE APPROVED O THE(PATH EXTENTS} VATKN COMMISSION AGENT AND ENGINEER 1 X 6 2 X 6 RAILS LY 3. HELICAL PIERS CAN BE EITHER SINGLE OR MULTHELIX,THE NUMBER AND SIZE OF HELIX PLATES VARY DEPENDING ON PIER LOAD AND SOIL CONDITIONS. 1. FELT SURVEY AND MARK CENTERLINE OF PATH OR LIMIT OF WORK(PATH EI(TENTS}REQUEST REVIEV/OF PATH LAYOUT WITH THE MIL� (3 TOTAL) EDUALLY SPACES W,r 4. HELICAL PIERS ARE INSTALLED(SCREWED)TO A MINIMUM DEPTH AND TORO UE AS RECURRED BY THE MANUFACTURER WITH THE SOIL INFORMATION. CONSERVATION COMMISSION AND ENGINEER FOR BICYCLE S. HELICAL PIER SHAFTS FOR WALKWAY SUPPORT ARE TYPICALLY 1.117 OR 1-WW SOUME SHAFT OR 2-Tle•O.D.PIPE SHAFT. 2, ADJUSTMENTS TO THE PATH LOCATION WILL BE ALLOWED TO AVOID LARGE TREES(GREATER THAN 12INCHES)OR OTHER @ WIDE CLEAR SPAN TRAVEL S. CROSS BRACE PILES FOR LATERAL SUPPORT ARE REQUIRED WHERE DECK ELEVATION EXCEEDS}FEET ABOVE SURFACE GRADE CROSS BRACES MAY ALTERNATE EVERY OTHER IMMOVABLE OBSIRUCTIONSMWECTS WHEN APPROVED BY BOTH THE ENGINEER AND CONSERVATION COMMISSION. 4%4 SPLIT CAP(SENT)WHERE SOIL CONDITIONS ALLOW. 1 CUT TREES(TRUNKS,UMSS,BRANCHES)TO FACILITATE CONSTRUCTION OF THE BOARDWALK PLACE CUT TREE MATERAL RANI POST DECKING T. PLlE DEPTH:WHERE MINIMUM DEPTH OF PILE AS SPECIFIED CANNOT BE MAINTAINED CROSS BRACE BATTERING MUST BE PERFORMED TO PROVIDE THE REDUIPED LOADING. ADJACENT TO THE PROPOSED PATHWAY OUTSIDE THE IIMM OR CONSTRUCTION(IJMITOF WORK). �+ _ B. ALL HARDWARE HOT DIPPED GALVANDEO PER ASTM AI ST.MATERIAL FOR SADDLE HOT ROLLED STEEL C REMOVE ROCI000LADERS AND ANY OTHER NATURAL OBSTRUCTION AS NECESSARY AND PUCE ADIACEM TO THE PATH OUTSIDE .l� a FINISHED BOARDWALK STRUCTURE TO MEETOR EXCEED INTERNATIONAL BUNTING CODE REDUIREMENrS TOR THE LOADING CAPACITIES BELOW: TIELIMIT OF WOPoC U �''" J WOOD DECKING PAID FRAMING S INSTALL EROSION CONTROL AND HALL ROAD. I I I✓ (J`' LINE LOAD: PER DETAILS PROVIDED WITH MINIMUM 100 POUNDS PER SQUARE FOOT(PSF) 1 INSTALL HELICAL PINES FOR SOA(D]WALK T HELICAL PIER FOUNDATION • 1. REMOVE ANY HAUL ROAD OR EROSION CONTROL MATERIAL THAT IMPEDES THE FLAW OF NATURAL WATER PATTERNS. f SPLIT PILE CAP CR055 STRINGERS :W DIA RAIL POST VEHICULAR LIVE LOAD:A WO HS(10.000 POUND VEHICLE WIT112.O POUND FRONT N(LE AND 6.000 MUM REAR A%LE) S REPLICATE WETLAND BY RACING LIMBS.BRANCHES.LEAF UTTER STONES AND OTHER NATURAL FEATURES WITHIN THE LIMIT OF VARIES SUPPORTS BOLTED TO WORKAROUND THE HELCAL PILES.NATURAL MATERAL TO BE RACED BY HAND AND BE 1NSTALLET TO NOT INTERFERE WITH PILES BOLT(SEE NOTES) BOARDWALK FRAMING IT MIN.CLEARANCE TO BOTTOM OF FRAMING TO AVOID HEAVING ISSUES).REPLICATION TO BE CONBISIEM 1 EXISTNG GRACE , • WITH THE NATURAL SURROUNDING HABITAT IN TERMS OF NATURAL FEATURE(STONE LOG,ETC)SPACING,LEAF UTTER TO BE TRW BRANCHES -;X; O{L WATER LEVEL P� SPREAD 1.T OVER THE ENTIRE SURFACE FLUSH WARN 1 REQUEST INSPECTION OF THE REPLICATION BY THE CONSERVATION COMMISSION AGENTENGINEER SUPPLEMENT IF FOUND TO RE TRUNK.AVOID NOTE INADEQUATE WITH THE REQUIREMENTS REMOVING TREE POST BOLTED THROUGH STRINGER 3 PILE 11 FRAME SOAROWAl1C NO MACHINERY PERMITTED WITHIN THE EXISTING OR REPLICATED RESOURCE ONCE REPLICATION HAS WHEN POSSIBLE, WHERE APPLICABLE(BOLT LENGTH TO SUM) COMMENDED. L, ` SECTION 1-WIDTH SIDE POST-0 RAILING • � ,• BOARDWALK WATER WAY CROSSING SEE DRAWINGS NOT TO SCALE • NG I i OVERHEAD \\ ` @FROLOMDECK CONTINUOUS 2 X 4 CURB SECURED - • SURFACE 1 DECKING TO 2 X 4 BLOCKS A DECK 'Y it DECK JOIST O.C. • I DECK 1.30'STEEL AN WITH STEEL AN HOLES STRINGERS BOLTED TO BEAM H PRE A SUPPORT FRAMING PER tSEE• i 0ANO�)LNG NORQOHfK (SEE DETAIL) EXISTING GRADE DETAIBOAROWA� 2�MIN.G 1D MAX CLEAR SPAN(BENT) . • rL, Ht31CA1.FILE FauNloAnoN •` �J��'',, SECTION 2-LENGTH Y ` . (SEE NOTES) ' NAP iUl )!I :, Till, �@WIDE CLEAR SPAN . IV'I oRRauNc 2 X B STRINGERS i 2%60ECKING EQUALLY SPACED ii'i 111 i() ui U! 2%STRNGER (ALTERNATE SPLICING) �.Ji��. 1,� ON THE _T OUTSIDE ROW i SHREDDED MULCH FOR - .___FLO 1 .. - THREAD STUD CONSTRUCTION ACCESS(SEE OETAU }_ ,.24•MAX 30•MA% ADAP1 ER • REESTABLISH HABITAT AFTER PILE INSTALLATION HEIGHT ABOVE AND BEFORE FRAMING W/CUT BMNCHE510G9 VARIES 2 01.SPLIT PILE CPP LING O WITHOUT GRADE•H• TEMP.EROSION CONTROL AND STONE/BOULDERS BY HAND(SEE NOTES) CROSS SUPPORTS PER PLAN BOTH SIDES OF PATH •MPL, BOLTED TO PILES PILE HELICAL PIER 12•DA MACHINE BEAM SEAT _ 1?•MAX.M MR CURS EXTENSION (BEE DETAILS) _�- EXISTING GRADE SECTION BOLTS.NUTS AND BRACKET .xsS,p l .OR WATER SURFACE WASHERS NOTE MN. +,y 1 ^9 yiq"ram Fy HORRONTALVEGETATION ' L _ ! •i s_T O �CLEARANC FROM x GRACE OR _ L I SECTION 1-WIDTH PER SIM As ALTERNATE DECK TO BE&FT MIN.E REQUIRED WATERSURFACE CONSISTENT SPLICINGMID SPAN BLOCKING DECK GAP "la.' .`_:I: I-__ ]lfi•TYPlie . --1 - --s_ - _ _ _-x JIB _ _. - i DE«Nc STRINGERS i L=Sk'ii 51:mw a 'I =7 I r_ �j1� i I ' IW MAX. . CUT ALL OF SAPLINGS&BRANCHES. O O STUMP TO REMAIN WHERE THERE IS NO LOFT MIN.DEPTH BELOW GRACE INTERFERNCE WITH THE PILE CLEARANCE) HELICAL PIER FOR SOL CONDITIONS.BEARING S (T MIN.. LEAR dFA1UNCE) LEAD SECTION ADEQUATE FROST PROTECTION HELICAL PIER (SEE NOTES) FOR CROSS SPACE DOUBLE SKIT PILE CAP AS REQUIRED • O O CROSS SUPPORTS (SEE NOTES) SECURED TO PILES NOTESO • 1. ALL HARDWARE Is TO BE MOTOIPPED GALVANIZED ANGLE CUT PILE CAP UNLESS OTHERWISE NOTED. TO EXTEND PAST R 2. ALL WOOD TO BE PRESSURE PILE 4 PIER SPAN 1- STRINGER IT MIN.) TREATED LUMBER. PER MANUFACTURER ]. SEE SPECIFICATIONS A AS R OR BALING 8 AS REQUIRED BY BOARDWALK WIDTH GEOTECH INFORMATION R qs EDUIRED FO SUBSURFACE MATERIAL 1 BOARDWALK WETLAND REPLICATION DETAIL TYPICAL BOARDWALK FRAMING SECTIONS BOARDWALK HELICAL PILE FOUNDATION DETAILS NOT TO SCALE NOT TO SCALE NOT TO SCALE BARNSTABLE R MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS 21 TAL SHEET STET TO • NE 15 88 CONSTRUCTION PLAN • SHEET 1 OF 6 0 U • K F- m • 0 9,p �9 \P \ END PROP BOARDWALKp�'P� ��0� \\ • BEGIN PROP CONC SW (STA 004+36) �p� �,po PROP TREE PROTECTION MA6 BEGIN PROP VGC } wFz9 1 END TRIM \ eG•t.� BEGIN TRIM VEGETATION MATCH EXIST VGC F� END PROP CONC SW \ VEGETATION REM POST-- • / l BEGIN PROP BOARDWALK \ �i - \ "Y !, REM TREE fPROP TREE PROTECTION P s I END PROP CONC SW PROP COLD PLANE/ \ END PROP VGC (STA 103+13) PVMT OVERLAY ti0 REM POST \ PROP VGC TRANSITION • �,v2a I 1. wFz9 G,t� PROP VGC \ i-'• TOWN LAYOUT R TRANSITION PROP RAISED CROSSWALK \ --------------- _ ---- "p (SEE DETAIL SHEET 5) fo-- _�----------------_— - _______ _/o 1 \P -- ---- PROP - - - - - --------- - c t HW20 PROP GUARDRAIL - / rj MATCH EXIST CONC SW UANwa .� END TRIM VEGETATION tr BEGIN PROP CONC SW REM GUARDRAIL rAArlwt � ` PROP TREE YEiZETATEQ AREH . � za DWY#2 \ t PROTECTION to ��i •.�ti P .,\.l. BEGIN TRIM p zo� `r \ PROP COLD PLANE • VEGETATION PVMT OVERI�A.Y, i \P co \. wFt9 , ..�•' PROP SAWCUT(TYE) rAAr�_ FWF2 61 AREA .p` T _ , _ 1 WF29 .......... _........_..�... 70\ - - - RTE 49) 1 I PT 6. 7 -o - - - .._...—. pT+18.25 �—+5 _ PC+36.44 106 COTUIT RD ( 4 P�+45.94 ............__.._.._.._.._._..._.._..._.._.._..._._.. 1 3 _ - - -- L =i a .D 1 • ------------'------ _ - - - -- -- _. ... - ..._ ••� g �. pyrrr �_ `_�'�- c 1 .PRQ SPECIAL ? , P'� ...._.- .. `F•�.,�; r'>Y � .. _:.GRADED'._- ,,� -.s .t, �._......,� ^••,7":..; WE EDGEAGGREGATE _ 'r+ \' ?PROP VGC H \ r� -- �•: f�,-�\-�`r_v� .'tom _�' �P \ \ ' RET STgNE t,v • BEGIN 1. TRANSITION Ij ALL 0 TOWN LA OUT —'�- \ TRIM _ V DWY#3 VEGETATION - I; PROP VGE' sTntca- - TRANSITjO N 1 \\ �_PRQP VGC TRANSITIOIP \ .pwi40 A END TRIM VEGETATION \ ! DWY#5 DWY#1 PROP VGC TRANSITION i r \ i PROP GUARDRAIL R&R MB \ + _ Wo BEGIN R&R VGC \yt9 i PROP HMA DWY ^` c TCH EXIST VGC at A PROP VGC TRANSITION AHw9 fPROPV TRANSIT!2 \� REM GUARDRAIL PROP GUARD RAIL i ION _-- E \p` TERMINAL SECTION END R&R PROP VGC TRANSITION � 1 VGC BEGIN PROP CONC SW \ PROP HII{1A DWY DWI'#4 \� \ 0 MATCH EXIST HMA SW PROP HMA DWY!' i --- �� k (STA 103+00) \ PROP TREE PROTECTION !• I ; END PROP _ CONC SW PROP VGC TRANSITION., i • 20 0 20 40 r SCALE IN FEET BARNSTABLE • MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS SHEET TOTAL NO. SHEETS • 1 211 88 3 DRAINAGE&UTILITY PLANS SHEET 1 OF 6 oo 2 STRUCTURE SCHEDULE \ \4 NAME TYPE RIM INVERTS • CB 1.1 CATCH BASIN 25.74 12'INV OUT 022.74 TO RB 1.1 CB 1.2 CATCH BASIN 25.20 1Y INV OUT 022.74 TO IRS 1.1 1 9�ty • 12'INV IN 022.62 FROM CB 1.1 I RB 1.1 RECHARGE BASIN 25.70 12•INV IN 022.68 FROM CB 1.2 11 INV OUT 022.50 TO RB 1.2 ! BAS 25.m 12'INV IN 022.48 FROM O 1.1 RB 1.2 RECHARGE IN \ 12'INV OUT 0 22.48 TO I \ \ • •\ TF1 TREE FILTER 26.83 8'INV OUT 023.83 TO EX.RB2 I \ o� \P • \ I \ MILL POND 1 :� tioe PROPOSED .� \ -- 1 --- BOARDWALK O -_-- _ - __-__ - LL MpNWL1 I jNF25 ON HELICAL PILES-SEE \G.c CONNECT 1Y HOPE //.4�l ----- DETAILS �F,P TO EXISTING CB CONNECT 1Y HDPE TO /no t i n1HHw2] T _-___-______ LDI30'WOS - - - ,W i �� 1 yWW2o RELOCATE UP -EXISTING RB2 REMOVE SEDIMENT FROM LOCATION TO BE - -� f ` LIMIT OF WORK LL Ar' ° END 18'SILT tvF REMOVE SEDIMENT EXISTING CB 1 AND y„1.ItN; SOCK ("r CONFIRMED BY NSTAR ONN PIPES _ rt 3 f f FROM DMH AND � \ CONNECTION PIPES I C CTI\ 1 SILT SOCK s -. h =\\ LIGHT (TYP) HPmi.87 8. > �,I WITH SILT ` � 12' 1_ 31.43 _..._.f_.._. 1..,.r;, .i L" \. FENCE u Ien -.- .S$ ��,�_; i.S SOCK < ` TFt POLE �.M� tN4� r•• n+ t s > PC 036.44 ,. ., ouTLEr ro IT _T ` l ` STORMTTREAT SYSTEM \ i , 104 - o 101 NOT CONFIRMED r 1 3 PT 018.25 I `, \ P�,C66.4 PC C45-43 '\� I ' r T J ! \ W •� •� •. -� •- LIGHT POLE(TVP.) _ I - - , .._ .... Colu T RD (RTE 149) �y \ A� _ =7 -- ;; -'f csla -., EXISTINGC CATCH .._..A. - �, .�,.y � wErLPNU EDGE OF WO t• - RK 1'�1.1 BASINS .. `LIMIT ..... RB N_ ! �, - ( ('y-Y ;'Y`w^•:" f._ ,b-1� y 'NF3] 1 LIMIT OF WORK • �� ' i _ \/ ---_ _�,r�- 18'SILT SOCK WITH SILT FENCE WF34 \ / �•' INSTALLED ALONG THE BACKSIDE � \ W OF EXISTING GUARDRAIL 14,yuiWll ; • ���`,:'\f--., (>`�' CATCH BASIN INSERT '� \a \ \ • !/ - < REMOVE SEDIMENT FROM w\ _..._... EXISTING CB 2 AND CONNECTING PIPES F.11 •� aN''\',',�,ipNwS !. i,. 122 I r 20 0 20 40 ! SCALE IN FEET BARNSTABLE R STRUCTURE SCHEDULE STRUCTURE SCHEDULE MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS SHEET TOTAL • NAME TYPE RIM INVERTS NAME TYPE RIM INVERTS NO. SKEETS e'INV OUT 026.86 TO TRENCH 8 12'INV IN 0 30.44 FROM EX RB(2) 86 CB 3.1 CATCH BASIN 30.24 ; • 12•INV OUT 027.52 TO RB 3.1 DMH 11.2 DRAIN MANHOLE 33.44 12*INV IN 030.40 FROM CB 11.4 12*INV OUT 030.30 TO EX.DMH DRAINAGE&UTILITY PLANS a CB 4.1 BIO OUTLET 30.m 4'INV IN 026.65 FROM SHEET 2 OF 6 p 12'INV OUT 026.54 TO 12'INV IN 036.22 FROM CB 11.3 - EX R8 RECHARGE BASIN 38.84 12'INV INO 36.24 FROM CB 11.2 v C842 BIO OUTLET 31.00 4'INV IN 026.75 FROM 12'INV OUT 026.65 TO EX.RB EXISTING , IX RB(2) RECHARGE BASIN 31145 1Y INV OUT 037.57 TO DMH 11.2 • CB 4.3 BIO OUTLET 31.00 12'INV OUT 027.03 TO OMH 4.1 IXISTING 1Y INV IN 026.00 FROM RB 3.1 CB 5.1 CATCH BASIN 33.16 12'INV OUT 030.44 TO RB 5.1 IX'DMH4 MANHOLE 30.30 12, INV IN 026.00 FROM TF3 • CS 5.2 CATCH BASIN 33.16 1Y INV OUT 030.44 TO RB 5.1 12'INV IN 027.44 FROM CS 3.1 8'INV OUT 02078 TO TRENCH 1 RB 3.1 RECHARGE BASIN 30.1❑ 12'INV OUT 027.24 TO 1 _ • 12'INV OUT 027.64 TO EX.DMH4 ` �' // - 8 j CB 11.1 BIOOUTLET 31.70 { 12.1 Y INV 4'INV IN 02.11 FROM OUT 028.01 TO DMH 11.1 12'INV IN 030.38 FROM CS 5.1 E / • RB 5.1 RECHARGE BASIN 33.50 12'INV IN 030.38 FROM CB 5.2 CS 11.2 CATCH BASIN 3035 12'INV OUT 036.35 TO EX RB 12*INV OUT 030.28 TO RB 5.2 / s CB 11.3 CATCH BASIN 3035 12'INV OUT 036.35 TO EX RB RB 52 RECHARGE BASIN 33.47 12"INV IN 030.21 FROM R8 5.1 [ , CATCH BASIN tY INV IN 031.33 FROM I` CB 11.4 3320 tY INV OUT 030.75 TO DMH 11.2 RB 6.1 RECHARGE BASIN 37.65 DOUBLE GRATE 12-INV OUT 031.33 TO RB 6.2 ' CB 12.1 CATCH BASIN 35.32 12-INV OUT 032.32 TO RB 12.1 12'INV IN 031.33 FROM RB 6.1 RB 6.2 RECHARGE BASIN 37.42 12•INV OUT 031.33 TO RB 6.3 -'+ i i 18121/ / 1 CB 12.2 CATCH BASIN 35.47 12"INV OUT 032.32 TO RB 12.1 12.1 CONVERT CATCH 12'INV IN❑27.75 FROM CB 4.3 RB 6.3 RECHARGE BASIN 37.26 12'INV IN 031.33 FROM RB 6.2 _ ,k r i - DMH 4.7 31.80 ---- _ f BID AREA 2 ; i "'7 BASIN TO MANHOLE 18'INV OUT❑27.84 TO IX.OMH5 1 Y INV IN❑3226 FROM CB 12.1 BOTTOM ELEV.C30.50 -:I SILT FENCE AS RB 12.2 -.�-''• NEEDED .. ....:;:% • RB 12.1 RECHARGE BASIN 35.13 12"INV IN 032.23 FROM CB 12.2 � '-. 1 RB 12.3 171NV IN 033.50 FROM CB 6.1 CORE INTO EXISTING RB7 : �� .' 1Y INV OUT❑32.00 TO RB 12.2 SEDIMENT FOREB W UMIT OF WORK K`� RB 12.4 ,/ f 303`I DMH fi.1 DRAIN MANHOLE 3fi.60 tY INV INO 33.73 FROM CB 8.2 �. INVERTQB.60 i 12*INV OUT 032.60 TO EX RB 13 tY INV IN 032.00 FROM RB 12.1 v 1 ' RB 12.2 RECHARGE BASIN 34.03 ., _ : �,� `. RELOCATE WATER 12'INV OUT❑32.00 TO RB 123 CONVERT CATCH 12'INV IN 027.Q FROM C811.1 � � - "--- -,...__' -' _^, ,. GATE VALVE DMH 11.1 BASIN INTO MANHOLE 31.07 1Y INV OUT 027.82 TO EX RB. 12'INV IN❑32.00 FROM RB 12.2 � \ � :41 _ ''1'-^-- ;i •-,��-_s,;,,,,�.r.�+je � $ - RB 12.3 RECHARGE BASIN 34.74 �� \ DMH 4.1 �� `^`---, '�"'_'•�`"_..: Ci T ' n•INv nilr n3�nn Tn RB 12.4 - ., ... -�"SF"� i 30L ^ -:.- i CORE INTO EXISTING RB7 _ __ !' / '^"ss�-•i� c 1-' RB 12.4 RECHARGE BASIN 34.55 12-INV IN 032.00 FROM RB 12.3 INVERTQ6.50 :' --"""° �r�- - '-"""' �+-'� /--��t- t S .+r` J i '1✓ .I 810 AREA \ :p_._ _ \ 30, : `ISt �R�.,sUP ...� .- _ , __ - - • ? BOTTOM ELEV.030.40 1 �� /" C812.2 PROPOSED LANDSCAPE AREA '� ..f. 05 J7.24 ��p �- -- 5 _ 4 I 'pT C66.0 BIO INLET t -�.�' 1Y SILT SOCK 6' i SEE LANDSCAPE PLANS .SEDIMENT FOREBAY F i CORE INTO EXISTING DMHS /.i✓ -A - Ly^ !I; / •s .I INVERTQ7.00 ;\.. L// BID AREA .// `[I R&D EXISTING r BOTTOM ELEV.030.50 LIMIT OF WORK CB _�' _��isl�_.--i-._�•_'y'\'_-Y^y-y_.'�1..T�Q_y_yN/"a. ! HfJ/-� /'� fi CB 0..'1CATCH BASIN EXISTING CATCH BASIN IOBI SWALE 10 CB 43 BOTTOM ELEV.033.15 _YOUT R&D EXISTING CB UMITOFWORK TF u - __.... • E3LSILT SOCK�� / ./.• - --_- _- - y,,;_:QF3. - - ::,; ._ - _. �. to 11,1........,. ,'�3.54 cpi y • o' H0. SWALE o / DM 1 12 �`: .. - BOTTOM EDLEV.C32.82 � PC _-_ '•••�1,�`;: CORE INTO EXISTING R815 80 EXISTNC - -_C _, •) U ._- V 'J 10D I c� 1 R84.2'. INVERT032.24 :_.. .,..--. w R&D EXISTING CB 7.72 _ -- 108 ! PT Q7 ,-. CB 3.2 - ' -RB 5.7,__, -.._-._._..` - �' .._____. +f'u•. -, - ...:..:.....a--: . ..._.. _ RB 21..-._ i �; - ° - �`oo.-°•\-°-'� - G r yt 1 .s-^-- -- RB 6.3 U OF W'-O-RK BE 2LPOi5.05 COTUIT RD (RTE �49) 30.44 EE TRENCH - _- -.. -- • - t \ RB 0. _.� E DETAIL CORE-1 VEXNR1.30_ RE-USE EXISTING RBO- - ._ T OU SED ENT_IM _, I ti t %• � I� ENHANCED L t� TRENCH 8 CORE INTO IXISTING --- - •� : RB3 INVERTQ7.24 DMH 11.1 j ! O._ �_W _�; k t,��CPC py2.53 • R&D EXISTING CB II i _,,,) REUSE EXISTING RBOCIEAN _ _ .,1„ , A, OUT SEDIMENT&ADJUST - DMH 11.2. '-9 "? - " V✓....,,__-----.. 202 .rI /LIMIT OF WORK CORE INTO EXISTING ^~"" _ FRAMES AND COVERS MANHOLE r \ _ _ _ ... r AIDS -CB11A c ) carte - rI1 o•v ,o ADJUST WATER VALVE - f BID AREA 4 GRADES TO MATCH ROAD ..BOTTOM ELEV03137 , HYDRANT . i i i i i t 1 RELOCATE Y - ..._......- ' Uy SEDIMENT FORBAY ^CB 11A _ _ f SEE DETAIL SILT FENCE AS _ r+ -- -'-'1 SILT FENCE AS r NEEDED - - LIMIT OF WORK ` f NEEDED DC RB(5' i RIM:39.d5' s . 12'INV OUT:37.5T i[ rt • • 20 -0 20 40 - SCALE IN FEET • BARNSTABLE MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS SHEET TOTAL NO. SHEETS 23 1 88 3 DRAINAGE&UTILITY PLANS SHEET 3 OF 6 0 i � 2 STRUCTURE SCHEDULE NAME TYPE RIM INVERTS - CB 6.1 CATCH BASIN 36.41 12'INV OUT 033.60 TO DMH 6.1 8'INV OUT 033.03 TO TRENCH 2 C8 6.2 CATCH BASIN 36.57 12'INV OUT 033.85 TO DMH 6.1 8'INV OUT 033.1 OTO TRENCH 3 CB • E ____.._.__,_..._,—..._._......_.__._.._-_.._._.—._._ - B 7. CATCH SIN 7.fi . .1 CATCH IN 0 0 DMH 1 \ \ tY IN OUT 034.03 TO DMH 7.1 ♦ ♦ ^"' --- C 2 C C BA 3 5 8'INV OUT 034.27 TO TRENCH 4 • —_\� - i - -.-. _ j�-- 1Y INV IN❑34.38 FROM CB 7.1 i DMH 7.1 DRAIN MANHOLE 37.70 12'INV IN 034.80 FROM CB 7.2 . 12 INV OUT 034.28 TO RB 7.1 • 1 I 7 fi 12'INV IN 034.70FROM DMH 71 i ...,..._.-..,t. RB 7. RECHARGE BASIN 3.8 ' R&D CB AN CONNECTING PIPES BID SWALE 20 12'INV OUT 034.00 TO EX RB 1❑ • '. BIO SWALE 2a ` BOTTOM ELEV.m7.11 - ` BOTTOM ELEV.037.00 `—"- --.- CURB INLET&SEDIMENT : ' LIMIT OF WORK ` FORESAY(TYP.) 810 SWALE 20 RB TO REMAIN ? ! i !EARE BOTTOM ELEV.[87.20 ADJUST RIM P A _ R LANDSCA ,mil _.. .-...-..... j • t -- - _-— R&D EXISTING CB RELOCATE UP ED Tr CATCH BASIN INSERT CTYP.) ENHANCED TREE TRENCH 2 \ I TO BE CONFIRMED WRH LANDSCAPE AREA NO CURB INLETSCURB EXTENSION NSTAR • j CB 71— CTo ONNECT BOTTOM LEV.037 3OSWALE 1 EX R • CB 8.1 - _— - - - RIM UST INL E �ALONG GUTTER_. T : LINE Typ. , LANDSCAPE AREA COTUIT RD (RTE 149) mi ." 113 ! 114 _.����_ LANDSCAPE AR._.._....._...._...^a i ,.'--i:}-__�:. ,:.-_.__ _.__ "�—E," ... P Cb7.56 DMN 7.1 O m ADJUST WATER GATE___ � �5 .� AREA FLOW FLOW O �r _ .._.—..._..._ , ,rf-�..._ _ _ _ v ASPHALTS'- ��.,:«.,,�,-�-..� • !// .,.�;�;/_"r� '--f -__ � - ALK Ml: - �� H 01053 ENHANCED TREE TRENCH 3 - __- '. ��J.CB 72� / i/ /��•,/ R&D Ce� P,3g,i6 cOi m SEE DETAIL FOR CURB INLETS - _ ? -.- LIMIT OF WORK ENHANCED TREE TRENCH 4 SEE ETA FOR CURB LETS i l — — y • I • • • zo o zo 40 • SCALE IN FEET , • • BARNSTABLE • MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS 12 SHEET TOTAL NO. SHEETS 24 1 88 3 DRAINAGE&UTILITY PLANS p SHEET 4 OF 6 $ STRUCTURE SCHEDULE •`\ NAME TYPE RIM INVERTS 12'INV OUT 034.50 TO RB 8.1 2 CB 8.1 CATCH BASIN 37.24 8'INV OUT 033.86 TO TRENCH 5 • I \\ \ CB 8.2 CATCH BASIN 37.40 12'INV OUT 0 34.68 TO RB 8.4 \ ---1- - -`_ "-" r INV OUT 034.02 TO TRENCH 6 CB Dt CATCH BASIN 3003 12'INV OUT 036.30 TO RB 01 i 1 I i \• \\ CB 02 CATCH BASIN 3006 12'INV OUT 036.30 TO RB 03 • \� S 8. IN MANHOLE 7 i I - -- _ ' . 1 I I ----^ 88 RECHARGE BASIN 7 R 1 DRAIN 327 12'INV OUT❑3440 TO R882 j 1 R 2 R GE 8 3 28 12 INV IN❑34.40 FROM RB 8.1 • 1 ? INV OUT 0 34.40 TO RB 8.3 1 RB 8.3 RECHARGE BASIN 37.30 12'•INV N❑34.40 FROM RB 8.2 %„~ 12'INV IN 0 34.50 FROM CB 8.2 • i _ RB 8.4 RECCHARGE BASIN 37.48 .. _ ._..._,_ 37.40 12'INV N D 34.40 FROM RB 8 4 • i CURB EXTENSION BIOSWALE 2 M ---- � FROM f BOTTOM ELEV.C87.07 F { i ----- B❑ HARG BASIN D7 12'INV INVIN 0 OUT3D 36.10 TO RB 021 BID SWALE 3. I / ---- i ': E CURB EXTENSION BIOSWALE 3 :,_ i 1 t RB 8 1 RECHARGE BASIN 3 5 i i : e -�._.. i : BOTTOM ELEV.m7.2D 1 ' _ - - • i f .. BOTTOM ELEV.007.00 i ....�...._._.... _. CURB INLET&SEDIMENT 3• ' ,' 11 :t 11 '1 N 1136.24 FROM CB 02 m ) i FOREBAV P. ENHANCED I i I CURB EXTENSION BIOSWALE 5 RB D2 RCGI'IARGC BASIN -0 1^ IN I ; RB 03 RECHARGE BASIN 301❑ 12'INV I R&D RB : ' 'c • BID SWALE 30 / TREE TRENCH 5 BOTTOM ELEV.D37.3D CURB EXTENSION BIOSWALE 6 --' 65 BOTTOM ELEV.037.1❑ BOTTOM CURB EXTENSION BIOSWALE 4 '1 OR CURB OUTLET- -` '- RB 8.3 BOTTOM ELEV.036.88 I �i O • APE 1 Y L•• I ELEV.038. LANDSCAPE :A AREA - SEDIMENT r : --._.-.,,--- � CURB INLET � NSERT TVP _ CB 8.1 REBA a _ LIMIT : : CURB OUTLET -�- _ � _ 'CATCH BASIN / (TYP n , Mivsom_- _ W FLOWr ___ CURB INLET - / ._ - _ _ _ - - _ _..._. - - _ NL R& .. / �`�-�i�'r' 1 "•� at �f / � CURB o..� ... r�+ I ET O= '� RELOCATE HYDRANT -- ._,„.• Y -�-.- �..CURB INLET - RB 93 •FLOW w O r� R&D CB Y/ O m ) 717 CURB INLET D E _ - - �� ' CURB OUTLET + --" ' - ABAN ON DRAIN LINE i � 1 LPCA2'00 \' CURB OUTLET 37.60� RB 82 CURB OUT : U n . 110 CUR OUTLET � -�`, �-Jl RIB �. FLOW . .., l C57.64 - t P RD: R:TE14 -.. RB 8.6 ADJUST FRAME ADJUST FRAME 3C26 9 _ - RB&4 RB 8.1 9.1 _. -..___ _ AND __ _ COVER -•LAND COVER(TYP.) `-VER(TYP 77 ENHANCEDT -- --_ _ j•1tw- 'T_.. _ - ._--• • TREE TRENCH 6 ^�LIMIT OR WORK 8,2 - ;� �_ 1 • I I : i i ; , ( t • / • • 20 0 20 40 • • SCALE IN FEET - . • • • • BARNSTABLE MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS SHEET TOTAL NO. SHEETS 25 1 88 � DRAINAGE&UTILITY PLANS o • SHEET 5 OF 6 c • •_..• i STRUCTURE SCHEDULE f' \ ._._....._ _ ._ NAME TYPE RIM INVERTS • '^" J~ �„\\ ` CB 10.1 CATCH BASIN 40.63 1NV IN 0 3634 FROM CB 10.3 12 NV OUT 036.76 TO RB 10.1 t • i 17 INV OUT 037.60 TO RB 10.1 CB 10.2 CATCH BASIN 40.83 8'INV OUT 03720TO TRENCH 7 ,•`� i j ti - , CB 10.3 BID OUTLET 40.50 4'INV IN 0 FROM 12'INV OUT❑36.52.@ TO CB 10.1 I _ 12'INV IN 036.58 FROM CB 10.1 ' . RB 10.1 RECHARGE BASIN 40.65 12-INV INC37.54 FROM CB 10.2 -... __ 12'INV OUT 036.48 TO RB 10.2 12-INV IN❑36.48 FROM RS 10.1 - RB 10.2 RECHARGE BASIN 40.55 • i --_l !i ' 12'INV OUT 036.48 TO RS 10.3 12'INV IN 036.48 FROM RB 10.2 10. RECHARGE 1 .4 • i__...-..__..i i i 40 6 �i 7 i RB 3 REC E N 1Y INV OUT❑36.48 TO RB 10.4 RB 10.4 RECHARGE BASIN 40.37 12'INV IN❑36.48 FROM R8 10.3 i , 1 i BIO 5 BOTTOM ELEV.170.00 / LIMIT OF WORK i/ � ... �'� t i i-.-- 3 �RELOCATE UP,LOCATION TO� �, /� -�1�'� _�''•� -_ BE CONFIRMED BY NSTAR I RBD CB • L• :s�.T. 7Tr 1 .i ' ._ -_ - a iy. RELOCATE UP.LOCATION TO-..�- ._--_-..•�' 1 �...._._, --� _ ,rt S•~ , BE CONFIRMED BY NSTAR .. - ._ •i. -- if �, a ' o« 2 123 COTUIT RD (RTE 1,49) 124 �w I C1310.1 w a .- ox _ �., a�.�_ ;+rl" r ^,.,, ?'3"�. i -_... .>.- :u - ,_ _._•+. '_-..._.. f..-'�. __ �� \� `"Vr ._ •-...-� _. ENHANCED TREE TRENCH 7 I / ' RB 10.3 S _ .�' ' ' LIMIT OF WORKj� --SEE DETAIL \ , RB 102 RIB 10. J • I / E • '• ��. j f i i i 1 i I ti • �' , Jr 20 0 20 40 • SCALE IN FEET a • BARNSTABLE • MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS S TOTAL NO. SHEM 126 1 88 1 NO DRAINAGE IMPROVEMENTS THIS SHEET DRAINAGE&UTILITY PLANS SHEET 6 OF 6 ............ % "K 12'SILT SOCK 2 ............... 7! RELOCATE UP', 205 RCC 013.10 �06 o LIGHT(TYP.) —777 SILT FENCE 11 ?D; Z AS NEEDED --A4 TEMPORARY CATCH BASIN INSERT ON ALL EXISTING CATCH BASINS(TYP.) • !o: -------- fit if ............. 20 0 20 40 • SCALE IN FEET • • • • BARNSTABLE R • MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS SHEET TOTAL • NO. SH 88 27 B8 O PROFILE•1 OF 7 • COTUIT ROAD(ROUTE 149) w • 60 a a 40 • • � � k I • t � d r { � I : I : • i i [ I • I � • RAISED CROSSWALK i : • 30 —..._.. ---._.—.....---..— .......-- -'------»..---....--- —._.._ _._..._........._..._—...___..._._.._...-- — --'--'----..._.....--'-'--'--- '--------'—'-----..._._...._...__._...__ ...-------'------'j__...---.._.__._..__..._.__..._—.__...__` 30 f • BEGIN COLD PLANE € " PVMT OVERLAY 103+00 54°0 • .............— .. - . _ .... .. ._ .. . . . -- ---...._._..._...._...._..........__....______........_i i 1 / • I � i ...._._..._.............._..__..__...._........_.... ..._.._...--..._..-' '-..._...- .._..i._.._..__...... 1 • i { i I E • __—......:...._._._..--.—_.._ ....__._...._._. _........_....__...._....._._._.:._..—.—.___._—.._.__........_.._..._....___--.__.._...._....-----._........_...`- _..._..._...._.........._._....__.._...._......._.......... _......_......___._.._.—_.—__--.____ 10 .._......_.__._.____._ i ... .._. .....�-.___.._..._.._._. . .. .._.r.._.................._.............._._.__..._................ 10 i i I I • j I I __._._._..._._...._ y--__-.-._-......__......._._.__._.._....__.....j.....__................_.__...-__..._...._...__-_ ._..._._....___—_..__ _._ _.__..... _.._..._...-.__..._._..—...._........_....--_-___..-_-..._._._._._....._...._...___._—_;__—.__. ___.._...._............. ._ ' ' t i 1 • i f i I NAVD 88 1 • BASE ELEV) 0.00 0 • ^� m 'Rm � 1e?a .v a .� .v ON ON N NN N N NN MCf {'�e • 103+00 _ 104+00 105+00 106+00 107+00 • • • HORIZONTAL 20 0 20 40 • e B 0 4 8 e VERTICAL e • SCALE IN FEET • • • BARNSTABLE R • MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS SHEET TOTAL • NO. SHEE S 28 1 88 O PROFILE-2 OF 7 ° • COTUIT ROAD(ROUTE 149) w ¢ • a o •60 i ; 60 i i ( i HIGH POINT ELEV=37.38 •HIGH POINT S7A=113+36.36.59 PVI .59 50 �.eLEV--D-.1 0 • I ; A.D.=-1.48%6 5 K=101.06 j E i 151r VC LOW POINT ELEV=30.44 1 • LOW POINT STA=108+35 A.D.=0.02 • K=55.97 i 125'VC • i 40 40 OR i w i � w i 4 PROP GRADE • RAISED INTERSECTION .................... .................---.._.._._............._......_........----... _.._.._._......._............_...... ........-- ....._....... -__._.-__--"-""----"--'--"--.._ ....-'---.._...__........._..._....._.......__........ o.as i -'----...._..- ......_._..._......... ......_.....__._....._.....__......._.......................... _....._._.._...--........_—._.._....._ ---...---._.._.....__._._._._..._............._........._...--'-'-..__._..._.:__..__... _ --._....._........._..-:=::::::::.-:_..__:. :::........_..._. ...._................... _.._.;._.._—....-----.._............_..._._..._.---;." ---._...__..__...'-'----........._._.. -..—_.---"-'-..__............_.........._.__..........._.............. .. - - - o 30 �...............__........_......_ i t EXIST'G'RAtip ._..... ..1 3 END GOLD PLANEIPYMT OVERLAY i i I • BEGIN FULL DEPTHRECONSTRUCTION I i • i STA 107+15 i i I -..._..._.._i...__......._...-__.._..____-._._._.__._-._.._..___--..._._-...__._ _.___._.._........__.._._..........-...._______ .............._......_-..___......_........._..__.. ._-_....._....__._-.______._._.__ ._..._.___._-........__............ .._-.. I -------._........._.._......_..'—' --- — - - - - , i • i —'- ._....-'—-..._'_....__...__.._....._..---._.._..._...............-'-'---._..- ._._..__...--'---"--- --'-'"'-"—"- -"-----.-...-._.._-...- --....... -"'--"''-.._....__....._._.. __..._.._....-" --... -"-.—.. ----.._.-- - —..-......._._—.._.......-- • 1 I I 2 I i lo , i I i : E i : 10 i i •NAVD 88 BASE ELEV i 0 0.00 • � ^n ci �n w�i n M "In n '�^ � "�n • 107+00 108+00 109+00 110+00 111+00 112+00 • • • HORIZONTAL • 20 0 20 40 .8 0 4 8 • � VERTICAL SCALE IN FEET • • • • BARNSTABLE H • MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS SHEET TOTAL • NO. SHEETS 29 1 88 � PROFILE-3 OF 7 COTUIT ROAD(ROUTE 149) w • o a • f I • I .._......__...__.-__..._._..-_—'___ ..._............-....._.._—...—'___-...._... __..__..__._..._ ._......-'.__'_-_..... __._.._.... • ` HIGH POINT ELEV=37.38 i f HIGH POINT ELEV=38.18 • I HIGH POINT STA=113+36.59 ! • II — . H i IGPOIN T ETlA=0 81'. 1283+19..53 PVISTA=112+61.59 =+1 50 PVI _ ...__.._E 50fLLV-37.j6.._.............. _ -......_..........._........._. _ -...._....__..._._. ____.._....._..............__..__....__.._........_ __........ — - PVIEt AD.--1.46% A.D.=-0.60% K=101.08 K=166.65 150'VC ! 100'VC I .. ... ............................_......—_..._................................................................._... ................_...._.................._.....__._........_._........._.i. .. ... • �......__...._...._ m .._.._._.........._..........._........._...._......... ...._...._.......................................................... ................. ....................................... -.._.._......_............_......_....._............._......._..._.._ • I "IT EXIST GRADE I I > J > f W f I > a a 1 i /* -"-"—"—,-----,—,--, _..... . _.....-..... ._.-..__ : . .... 0.30% I t..-'—'---'--'- i ' ---......_._............_.._....----..._...._._.....__...._.—___.....---.._......-.-..... .._...._ i • E PROP GRADE L � f 30 --- - — 30 � I i I I • i 20 I-- — 20 • 1 � I ' 10 : I ; • NAVD 88 BASE ELEV • 0.00 0 n nm • 113+00 - 114+00 115+00 116+00 - • HORIZONTAL 20 0 20 40 • • 8 ° 0 VERTICAL 4 8 SCALE IN FEET • • • • BARNSTABLE • MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS SHEET TOTAL • NO. SHEETS 34 1 88 CURB TIE PLAN • SHEET 1 OF 6 e, • 00 U_ . 90 9,p •F9 • \PF' �9tia • WF26 1 \ eT op i... 5 Rio \ ,-.,..� •(p I STA:103+00.00 \dL \ I 'l— '` \ ! .. MptlWza I OFFSET:18.98 TOWN LAYOUT 25 owlI - MANW2]----------------------- -- ----------------- -----------\q----- _� ----------------- • STA:103+18.25 _ -v-{-� a I a -------------- 1 OFFSET:11.00 ". .... _ ' ' WFH �• 12 MAH ` ! VEGETATED AREA _ .. w7D Fza I ` 15 20 20 �COdCl wF18 WFtI WF78 t ` WF .VEGETN!E AREA AREA WF18 - •^1j .. Haumig ._.,.:. _..._...._.....__.._.�._...._._............... ...____....:,:. .._.._........_.._.._......._._.. 73 5 .. '---i—'' 105 PC+36.44 —O _........_ _._.___.._._.._,.._.._..__,.__10\ 1 3 ......PT+18.25 d11T RD (RTE 49) 35 T 6.47 - - COT +sa eo _ " ±5 45.94 g --1 78 c w - , .68 I-anv _ R \ �M wY,,,„,..�^�" � �• .. EftAND EDGE t casE OFFSET:11.00 TOW sralR --' STA:103+50.00 f j / \ • 103+00.00 t\ WPm OFFSET:11.55 .�wFao \m �,�n �`--F...— \ �// '-�F� • _( \\o \v 10 s J • 1 / l So \p ALIGNMENT DATA TABLE CURVE TABLE ,•;:�/ 1 • CURVE POINT STATION N E \ CURVE RADIUS LENGTH TANGENT DEL7A e! • PC 102+00.00 239177.6931 896495.6693 \ Bt 875.00' 118.25' 59.21' 7'44'35° by \ PT 103+78.25 239282.1469 896550.901 1 82 1000.00' 120.03' 60.09' 1 6°52'37' 104 116.41' 13°i6'48' PC \ 1 _ • -- I _� • 96854.237 5 PT 105+56.47 239496.5875 8 / PC 106+45.94 239573.3796 896700.1492 , r // I `I • Pi 108+77.72 2397842619 896795.0737 • 20 0 20 40 • SCALE IN FEET + - • • • • • • • BARNSTABLE MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS • SHEET TOT A AL NO. SHEETS • 88 i LANDSCAPE PLANS o • SHEET 1 OF 6 o I \ • �. MILL POND • �.. "�A"` INVASIVE SPECIES REMOVAL AND RNERFRONT RESTORATION PLANTING (SEE INVASIVE SPECIES MANAGEMENT NOTES AND RESTORATION PLANT LIST) \'�'• \ �Y_-.,•\i� /J,'rtiww2s AREA=900 SF • 't MAHw2< I SEE DETAILS ON COIR FABRIC INSTALLATION AND PLANTING I WFzs LIMIT OF WORK \\ \ OG • H� w ,.�,P,�_____ -_-_-_-_-_- -__ __- _--_ --_\rR----_ TREE FILTER PIT,TYP. ----- SMALL STREET TREE,TYP. •'2yH j T------------------ i i p �7/ yap 4�;:�.`.`.`: �..Y i•4 � 1--- -------------- o�\ BOARDWALK w .,. f) CONCRETE SIDEWALK LIGHT POLE,TYP. wFn wF13 WITH RAILINGS MAH '. ;../.•..j 1 t i • .�,--..L._--..—._. `..hl: •/ —— — — — — H POLE YP. LOAMAND T MI DEE r T . . .J..h..._�..J._i / ^ s t r i —.. • ,� -----------�-------------..__.!.._..--- ... _._.._... . F�as�.n� COTUIT �w 4 iGHT I SEED MIX 1 ........_._... .....,:,::_., ::�._ "'} TE z w � —1 - - _ 14 \ .. .._..... j55,:._ _._..__ ,-_._r._ a-,•,AT R RD�R PROPOSED GATEWAY LOCATION : .. .. ._._._.—. ............._.... .. _.. _.. _..__... ) • ROPOIt _ -- AA Nj er t +I .,� : ..., AND D _ \ LOAM ISEE • �� � � _Y-• .-Y^ -�_�� v t FF `u' SEED MIX 1 ;:<gc, '\ Proposed Plant Species P P Bioceterttion �Fa r • ;..._. \ w L 9 1mr styracdtua ce' S g e Senlceb my Landscape Areas Treea Map S Amelanchierx'Autumn BrilOan Autumn Brilliant e y dd t $ Lame Street i Wdam west um - .. '.....• 2 r Ac x freemanii Freeman Maple • �\ \ 3 er �\ ..!` ...v ' Lioodendrar slipifelua Slip Tree Shrubs Lidotlmdmn Wlipifera Tulip Tree Gledrre alnifdia Summersweet Clettva Gonna species .Dogwood ll Strt Tre ' • \ �\:.c � ,{ \ ,,,__ 1 � Smeeeea VibLmum tlerrtdtUm Arrw�wocd ViMlmum \ o\ t Acer buergemmum Trident Maple • \/ �7 �: \ 1 Perenniale/Grassas Amelanearg R Autumn Brilliance? Autumn BFI"aroe S Cherry rry Pturus eargentli Plnk.Fiaif Pink Ftair Flowering Cherry Amspnia hubnictii bale Blrresar • \ \\\��` \ \\ \ _ { fi . mSrSmd ! e ' Chasmanthruni t ' s Zelka se-daCiNsp_`e a3Zeff,— ia—pi BuftedHaugress hs�coo !, Shrubs Panacum 1.vgatum Switchgrass • �\ \ ` \ Y Abella x grandifloratr mpacta' :Glassy Abel. Solidago species GOMenmd Comptonfa peregrine Sweet Fern var nicestrum.Nrginicum CUhefs Root Oeafa gracifl. slender ldLla Hydrangea species Hydangea Btoswales • -\ I I '" .^...__.^. HYpedclnm species St Johns Wprt .Ilex species HWIyllnkbeey Deschamosia cespitoset Tufted Hairgrass • ( I j Itea wgirdca Virginia Sweetspre Liatns spleate, Blazing Star - j ' Leucottwa forrtanesiana Drooping Leucothoe Patdcum xrgatum Swflchgrase I f Rhus aromalica Fragrant SUmat Umpe muman so Blue' Lrmpe Rdsa species. Rose SCNiach riuin sc j y opantum Little Bluestem • `laccinium species blueberry Soprobotus hefemlerds Prairie Dropseed i ( Perennfals6msses Amsorda hubrictii Little Blusetar Riverfront Restoration • �\-".._.� Caner Pensyh.6.a Pensyhanla Sedge • Deschampsta cespitaw Tufted Hairgrass Shrubs Echmasea pmpurrea Cenetawer Cleats edrifolia Slanmer Sweet Gethra Eregrostis speclabilis Purple Lovagrass Vaccinium corymboaum Highbush-Blueberry • 20 0 20 40 his,ers-1color Blue Flag his Listris spicata Blazing Star PerennialstGrasses SCALE IN FEET Nepeta species Catmint Cam a .funds Shallow Sedge. NOTES: P rer anicum wrgatum'Cepe Breeze' Switchgmss. Cater scoparia Broom Sedge • r - • .. FORDISTURBEDMEASWIHOUTPLAN"n GSCALLEDOUTONTHERAN: Pennisetum alopecuraides ldameln'DWart Fountain Cr & Caner.,ulpmoid. Fax Sedge ANYNONI WNOISTURBED AREASSEEDWITH SEEDMIX 1(IarO®SO Peraskiaatmplibifolia Russian Sago JWCUS.e1toSU5 Soft RUSM1 M®am C®re0]1D WITH ANNUAL RYE OR APPROVED EO UIVALENT Shi • SEED ANY AREAS THAT WERE ORIGINALLy LAWN WITH SEED MIX 2(Pom'0 czacMrium scoaTnum little Bluestem Standing Owtion' Otaclea sen bills Sensitive Fern as m=M®®c—m—co Spombolus heterdepis Prairie Dmpseed Oemunaa cinnamamea Ormarnan Fem • MEAS THAT WERE ORIGINl Y PLANTING BEDS SHALL BE MULCHED Toreila conlats Foamfbwer • • BARNSTABLE • MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS SHEET TOTAL • NO. SI�ETS II 42 88 p LANDSCAPE PLANS ° • SHEET 2 OF 6 4 if i i I l • ': ,:1 i '•� i :-'�3a?lC.�`�-��'' / -mil • l 3 LOAM AND SEED SIGN(TYP.) ��.,r _ .::;p ..AF.a�"•{"-.rw'� ( SEED MIX 1 '; ', _ •su..... ., , LARGE STREET TREE,TYP. \j ".>.-x:�.-:.:,.. - - -- - -- - / ',,� _ _ 902. P 6'BENCH,TYP. i ........i , n_ BIORETENTION AREA r `'•. PTC136.00 IN POCKET PARK :.4,'••'',� `{ _ "�_.._.. � ,L li .? �y=- s 3 EXISTING MEMORIALS r t'```,`v�`. ! i .i _ BIORETENTION AREA FF3©�o LIMIT OF 6'BENCH,TYP. ! - ./._Y_Y'V_,,_y-,."-, ;a WORK .h z.. ! _... ,r • BIKE KS _ BIOSWALE �L % AYOUT _ Fr-as27 B RAC SMALL STREET - - ---- - j - o•, i I " TREE,TYP. TREE FILTER,TYP. 11 i ENHANCED TREE 112 z�, _ I i , TRENCH C ONCRETE 1• ._ PC p73.54 h t t _._ a_ ._ \\Q "-`� 1 -----SMALL STREET .I "' I .-•• ''TREE,TYP.N y �`� •N���.. .__.-_. _. .. - .72 ........ > � � y -..... _ - -\`--108 R4-90T7 LANDSCAPE BEDS TYP � GOTUITI, RD (RTE 149) > _ -22 _ :F J�t. • ENHANCED TREE T` I TRENCH LOAM AND SEED t w„ GRASS MIX TO MATCH A � • SEED MIX 2'�z,_• i j i ff t ,j" `r :...__.._.` -' •' EXISTING,TYP. BIORETENTION AREA IN POCKET PARK W 2_2 K;,•.- i Lr� BOLLARDS,TYP. I GRANITE POST GE STRE P — ^A G .-LAR ET TREE,TY j m II c---' _ _ i = r`-,.•,,,._, i r LARGE STREET TREE,TYR. '�G`i • I STAMPED ASPHALT IN RUNNING `t•--. ..._.}- • - p y I 'f BOND BRICK PATTERN LIMIT OF�_ � WORK LO T...-..._,...-..i 'CONCRETE SEED MIX 2 �,i i r+ • } + 41 zo o zo ao I -- SCALE IN FEET • • • • • • BARNSTABLE MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS • SHEET TOTAL NO. SHEETS 43 1 88 i LANDSCAPE PLANS • SHEET 3 OF 6 0 J • • Z • • • 7..........-..T.......-_ _ J LIMIT OF WORK (TYP-) LANDSCAPE BED • 4'BENCH ` t`I• LANDSCAPE CONCRETE SIDEWALK � `� '• � `� �� � I - BIOSWALE L• S BED �I LANDSCAPE BEDS LANDSCAPE • �. _ - _ _ BIOSVArI J - u - ' SMALL STREET TREE,TYP.: I 14 1 R� �•`� • m= ENHANCED 149).;. _ TREE TRENCH ..._. ......—'---'-114_—...---'--•- CONCRETE,TYP. `� �� CURB EXTENSION BIOSWALE °3 • - -..-:_.� _� — — — — — —— = -_�-�� s "'<'^^•,-.- TREETT _., --- ivC 'a _ SMALLS TREE,TYP. t:,_� LOAM AND SEED -�_�„ .� _!1 � _?.`� ENHANCED TREE TRENCH j- • SEED MIX 1 ._ �1,%•'\-::� - `'f - �, LOAM AND SEED SEEDMIX'1 .1~ • • • 20 0 20 40 • • • SCALE IN FEET • • • BARNSTABLE r • MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS SI�ET TOTP • NO. SI�ETS 44 1 88 3 LANDSCAPE PLANS ° • SHEET 4 OF 6 °o y ` t i • r t i ; i j II 1 BIOSWALES BIKE RACKS \ _ • j , LANDSCAPE BED:TYP.'"_� I I LANDSCAPE BED,TYP. ,,`t LIMIT OF WORK,TYP. i !4 i i t SEED LOAM AND SEED ._._.— I CURB EXTENSION BIOSWALES SMALL STREET TREE,TYP. i --' CH ' ( !4 NSIO ION 4'BEN ES . I! BIORETENT 3 • : / I t s-- ._1 2 _ CURB EXTE N�BIO A E CURB EXTENSION A —NSION BIOSW i; AREA Z w CONCRETE,TYP. ._....---- i _• - -. -= �^....:_ ate•+,-,:z = _.. _ -' =- ...� _ - .�`y _.. 'n o 4 I � -----.._._._..__. COTUITRD (RT�18149) CONCRETE,_.__.._.--_-- _ ENHANCED TREE TRENCH _ _ —...__ - "-- TE TYP 120 an .• ^m..::......... LOAM AND SEED �• LOAM AND SEED SEED MIX 1 i SEED MIX 1 - `--""--' FFf..iJ.i SEED ... I 2� • LOAM AND SE SEED MIX 1 • I ` F ,i e— • I ate.._._._...._: ,,....-.._........ �. \ _ • 20 0 20 40 • • SCALE IN FEET • • • • • BARNSTABLE • MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS SHEET TOTAL • NO. SHEETS 45 1 88 co • LANDSCAPE PLANS SHEET 5 OF 6 $ r • I I /• ',, tit I -_._ i/ / Y I { ! • I - - - - _ i i I i I / { t \i j i 1^ '' •' /' PROPOSED GATEWAY LOCATION I LOAM AND SEED • SEED MIX 1 I _ '' BIORETENTION AREA �y-r LIMIT OF WORK • I 21 - .. ri'• -yid• -aorcn t1;, PULL BOY L ..r.ti .._. r-_�-- : � .. gmt- . t w o PT o,o.6D ,z3 COTOT RD (RTE 149) ,�4 M ------ - t `,`� • ! I ' ENHANCED TREE TRENCH LO MI..._...__._.._..--_,r _ AM AN SEED\ ^� / SEED X 1 37 FF.:. 4 i • • L- I i I 1 ••r i I I 1 , • 'T. ........... i' •vt�.l. •rt:.. ._.._ ``^may K�_ �•i, • ) • 1•r" 20 o 20 40 • • e SCALE IN FEET • • • BARNSTABLE • MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS SN TOTAL • NO.O. 46 1 88 LANDSCAPE PLANS o • SHEET 6 OF 6 0 5 • • At t- ...;, ,. i 1 "� •`• .: SMALL STREET TREE,TYP. t: _ - i .. - _ \ 1 ..... ., - 04 3.Q1 � -�. MST A `':� _....., yea.-. .=�" � • .207 LIMIT OF WORK , LARGE STREET TREE.TYP. $r ��� M �;... • fL OyrFOZ /// SEED ANY DISTURBED AREAS TO ____ `: ' '` • MATCH EXISTING LAWN i ff • • • • zo a 20 ao �;:7:,1•;'';;�:;i'�'`' SCALE IN FEET • • • • BARNSTABLE MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS • _ SNNO.EET SNEE15 TOTAL 47 1 88 • LIGHTING PLAN ° SHEET 1 OF 6 z • x 0 • x • i . I \ \ • Po ob \ yT l \ • } W�za 1 � a��� I NpNWN I • .o tt j imi, p�p�- ��,�W,,F/t t �pt•y�pat zM A�° -------------- NANW, -, MwANF e -—-- — TOWN LAYOUT —•Wzsa -----------G-T\TF 9_ �t,ri-.!•y�\ �-„— .. 1 \`\ _____—nwWz ! VEGETATED AREA______------------- 56 ld • f \MAN^S'/ �Wpta106+53 LT ` .. _ pwFts COP�C AREA - ts ._p YIftY p I JC�ETAT f tf- __ c • .�._.-�- 105 - --.-- I:. 1...__....._... --- .._....`..._. ................__.................—.._.,.-_...__ — —}— • _._......... 101 D ._ I-� �- -- -- _ \ PC <— ....._—... 1 3 PT 18.25 _ _9 ._-- + iF I _ I ft t ---- _— - ....._ -- - _._.._ .__ -, ------------- - — —..... COTU Jp • -- - - o.. • "s r 3 XX ;i 2 i \ sI .tom. • -+- _—_-, =>1=_� _ ,_ '� _w�� Y=�- _�'� w 11 104+88 RT /'Q�� • �' /"` \ TOWNLq\T it /. r STAITASE • .t \ \ ao \m 18'-0" 15.36 1 1 XX T A 1 i �,'!F� \ \ 103+25 RT \o `\. r18'ALUMINUM LIGHT POLE 1 • 18'-0" 15.33 / \?t ` WITH 2'DECORATIVE i 1 c t p MOUNTING BRACKET i I` WF27 55 WATT LED LUMINA IRE(TYP).' \o \ I 13. II ' / \�\ \ f; • LEGEND: • LUMINAIRE ID#1 CIRCUIT ID STATION 20 o 2D 40 • MOUNTING HEIGHT OFFSET a a SCALE IN FEET • • � 0 BARNSTABLE H • MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS SHEET TOTAL - .- (• NO. SNEE,S 53 1 W Q TRAFFIC SIGNS AND PAVEMENT MARKING PLAN • SHEET 1 OF 6 z ter. w \PLn Z \ �S'po • i`y O • F > 9 � E \ i 40 "h\"b\ N 2� PROP SHARED LANE i P I PVMT MARKING(TYP) "Oa \ •.,��- \ •: w26 I TOWN LAYOUT jt WFn at i ------ —-—-—-—-—-—-—-—-—-— ------ -—-—- IE ! MAWM D - M3-4 ----- - -------na,_stzs ------------- 0 2, j II P. p�^""1 M1-5(28) WAIMd -Y M2-1 wFtt p'vrF,�i -, 1 _ M6-1 R �w'� p /1 "�'` REM SIGNS -- ,I" M \ -2a ��./.._-.h. r W11-2 \Y M1-5(28) � W17-1 VEGETaTED AREA 0 �I MATCH EXIST 3-2 wF2o W16-7P \ i \MAHW?2� � t6 .. ..�../�./� __..I. _ \{�\y.F I 5(28) p\F�z WF, , / \ REM SIGN r�c AREA_ `.. PVMT MARKINGS "��..:' ...�.L. -. M1 M6-1ns' J' p `C:p ..._ar wFn \r.. vEGE,.'r AREA R1 5 ;,a^,l �0 s D zwG 4.. was-j REM SIGNS �-•L.t,},i� •. f�� WF18 WF18` _.'?.. �.., ram, (PE )NC';w ... :a-i05 ce: ....-_......._------- .. 106 DYCL PT+56.47 PC+45.94 1 �d • :._........_.......__.._._...,._.._.._..___..__y_.10\ 3 PT+18.25 z r FIT ✓'1 S _ _... - - IN _.... % 1 , R w1s 7 — .... _ OUT -_ \ •-�'� WF7I WERAND EDGE � •,• $_ • REM SIGNS � \ P / PVMT MARKING \ �, M3-1 TOWN REM SIGN rd,-s E,4!?I lt_. FOR RAISED srnulcASE--' • R4-1T;,` M15(149) \ \ l I'\\ - Al17-1 - {\ CROSSING(TYP) i , ri \p W13-1P(20) 't C.._(~_ 1 i PRIVATE SIGN \ �-PRIVATE SIGN .* .. (BARNSTABLE (� (111ARSTONS MILLS) \ - ,,�. l.4ND TRUST) 41 ' i t`. ........ m / - Ao ,a t • 20 0 20 40 • SCALE IN FEET . • • • • • BARNSTABLE R • MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS SHEET TOTAL • NO. SHEETS 81 1 88 � CROSS SECTIONS-1 OF 28 0 • COTUIT ROAD(ROUTE 149) o 104+50 y • 28, ! 28 y : I ! i • I 24� I � I I ':24 I ! � r ! ...I- ! ! I _I 20 20 : i I i i E I i I i i I i I • I I I I i � I I I I I i I i • 1fi1 I I I � I i I i j i j j I j I I i • I i i I I I i I NN I j i i � I i i i • 1 40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 4�2 • • 104+00 • zal za • I ! I i I i • 24 ' za I I I I I I I I 4L I i j • -- .._. ..._ — _.... ... ... _.... ----- i i I � I • I" - ---zo ' 1g • i I � 1 � I I � I i IT I i ! ! I �11 • 1 40 .36 -32 -26 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 442 • • 103+50 za z I • za • —' — — — -- I I I i i I I : _I • -—.- R — — 20 x,.. i : i I : 16 16 • I , I = I • I j c; I1 I 1�4 40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 44 2 4 0 4 B • • SCALE IN FEET e • • _ j BARNSTABLE MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS 7 SHMT TOTo • NO. SHEETS 62 1 88 0 CROSS SECTIONS-2 OF 28 COTUIT ROAD(ROUTE 149) z 0 to 105+42 • 32 32 2 • 28 8 .......... 24- -24 20- 16 4 4-0 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 446 • • 105+00 • 32 I j i i i i32 • 28- 28 24- 24 .......... . ...... 20- 20 • 16 :44 -40 -36 -32 -28 -24 -20 -16 -12 -8 0 4 8 12 16 20 24 28 32 36 40 4' • 104+77 28 ............. .--.--,28 • 24 -24 ...... ...... ........... 1 i i ' I ..i I i 120 20 - 40 -36 -32 -28 -24 -20 -16 -12 -8 4 0 4 8 12 16 20 24 28 32 36 40 4�6 0 4 8 • SCALE IN FEET • BARNSTABLE MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS • H SO. rota E SHEETS 63 1 88 • 106+00 CROSS SECTIONS-3 OF 28 • 40 COTUIT ROAD(ROUTE 149) o 40 • i i i ' ' I ! i ! ! O 36 j ! ; 132 32 i i i i ; i i • ! � � i � i � i i i i i I I i _ I I ��� � i� I I i28 • 24 NH �22 • 2 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 440 • • 105+87 36 , �� i ; i 36 • 32 ; i I i I_ 32 ! I 28 _-i , i i I i � I 28 I � � f • 24 I i ! i '.za • NiiV • 204 :�0 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 440 • • 105+50 • 32 I i ; i i ! t 24 : 24 1 ' • i j i � j I � I i i � i -i- . 20 20 • 1 -40 -36 -32 -28 -24 .20 -16 -12 A -4 0 4 8 12 16 20 24 28 32 36 40 6 • • 4 0 4 8 • SCALE IN FEET a • • BARNSTABLE R MARSTONS MILLS VILLAGE CENTER IMPROVEMENTS — m • " NO. SHEE--TS 80 88 C CROSS SECTIONS-4 OF 28 , COTUIT ROAD(ROUTE 149) o 0 • 0 • • 107+00 • as i --- — -- ---- ( 44 • I ! I I f j I I • I � 40I I 40 i I f i j 36; 36 I ; ; — f i 311, `— -�— -- --- -- --- - --- — — I i ; ...... - i : i i i 32 ... • 26 • 281 • i pp 214 -40 -36 -32 -28 -24 -20 -16 -12 -8 -4 0 4 8 - 12 16 20 24 28 32 36 40 444 106+50 44! I f � I i ' j as • I ! i i ! i I i i • 40; I f ! t i ; ' 40 i ! -- --l- — i — '---36 • i •; — i I I i 32 .28 : • I j j i min pp -04 -00 -36 -32 -28 24 -20 - -16 -12 -8 -4 0 4 8 12 16 20 24 28 32 36 40 444 24` 4 0 4 8 • • SCALE IN FEET • , • • •