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0600 YARMOUTH ROAD - Health
�'30`Yarmouth Road Hyamlis � ` , A = 345 - 021 - 002 r I } iti I 1 V a= //lid UPC 17734 No.2-1�53_CR Ati; s HASTINGI.UN TOWN OF BARNSTABLE LOCATION.I o X A R 44 0 0 iO SEVITA(.iE # 00 YkLLAGE 1.5 ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. I/1 i e 0.11 9 e9 t SEPTIC TANK CAPACITY LEACHING FACILITY: (type) -" !7 jO, v uJ eLL`s (size) r NO.OF BEDROOMS BUILDER OR OWNER �n_n I r.A k G it 2 PERMITDATE: Ut OC SPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) ,l Feet Furnished by r �� ?� �/1.n alici?1 b� —Q�9 . � 5� c�"' , � ' .�' .. �� �, _ �� n ,� i i' ` \ V �� O _o � ` Q ,.�,. .. .�1n� • Town Of Bamiable PO I Sl q4 Delmorhmm of RqPdalmt:etThm ' - 1 : Public SWth Division Del, 1012-1(l 6 2MMet.8bUkW8OleMeO=l DateSelltduled_ 3�l6 TGne Ib AM Yree% $ 100 Soil Suitability Assessment for Sewage Disposal P"fix a, Av;d D 6y yt-lghawr —40 wtmanday. 00a114 �J _�L..QrefiS LOCATION&GBIVEBAL IIMM"TION to.ed..Add. 600 �arMOurti Rd o�met.tVem. 1030h (fi1{am I{y�t►lwi S Add— 500 t'10111" •R4 Mwot'.MaaAreeb• 34$ - 21.2 � e y'$144 614 492601 ranvC(PINUUMUM aarAOt a �6$0r2Z Lmd Um- COIMMeli.41 ' sIOPM(b) 0 smfie.eame Ute7n@ tw mom et.m opmw.w Body �l�0+ �.r.aw;wm�e. IDO•t '�,�„evviawm Ol 4 f n D.O-V Way 70+ A hwq Lh 0- to p old e SMffCHc(bt mma d mmmim armL cam boog=crust bobs avme wm,rmd.,wm.m in praaurdly to ban) 3 Ymmla�.taW(aeot�.) �ro�'lae��l� d�'^'esh Deptht.9edreot yl�p� •' • Depthtoomaednsmeam.dt.awe#ri.liolm 4OHE Wmpt.gaompltFim Kdlle_ Ealmoted aaeteoot lagA(lt.n.dwnu IS}. '�b . DETER Mq&T[ON FOR MMONAL'HIM WATM TABLE Metb.dUse& Obmnadd-ftl.om.bnlm h,, Doptltt.eollmtgtlpl hole tt 144 b,'(tP-3) brdmtWeaB 4 waft Lmmdd.alebo bow 6b OfmmdNaOetAQYlbe.ot h . �s n.� �w.a tpY.l tip.tletar tip_.Oletmdtt.taLevd_ PERCOLATION TEST nth. tl 16- 10 Am D"afFmo 'DG` MmmAt6" ' tlmt Ptae.etllm.® O -60 Tlem cp^.dry� . RedrYoank 14-00 . ets Z)11Pi fta.isbUWAnnmm: Mro> Mtsft&& AQdWmml7keUoaNeeded(1'/N)� atsl.eb wtdk UMM Dt 91" Oburialian Hole Data To lie Completed m]3a& *"Upercoladon teat Is to be oon&ncted wid&100'oP wedandt you must Ant notify thq Barnstable C*nWmtion Division at least one(1)week prior to begiming. QASEMW1 RMMOC I)TisI'.OIISIRVA'1'I0,N FIOI.I LO(:: hole It t Dcplh hour Roll llnOzrn, S�il"i'tsture ,Srili Cnlnr Snip Olhm swrncr.(In.) (I1SDA) (Mnnxell) Nint1161g (Shumhue,Shines;Kim Ilnuldcrs. 'r I1SL4er�,�'t C?IAgell� IL6 -27 pBw Limy nlr,I.P O )SERVATION I'IOLI:LOG'. III&It 2,_ Depnr Gum Soli l loitmm .Sail•I•exture Soil C.01, Snil _ 011trr Smraco(ill.) (I15DA) (Munsall) M1111lhy: (shurinrr.,Snooty,Itauldris. . _Cnesfsl5nc),Ti�r7rn.•+w0__. 5/4 •—Nohe__. _.� _---- DE,RIP OBSERVATION I:IOLE LOG Dole It DVIII r..u. Sull Ilodaon Soil l'-wre .S`uil Coim sell l)Ihrr Surface(in.) (USDA) (Munaeit) bhriahig Isluietwe,slrina,lhndden. - C:unslol�nc)•._;b tJcavril_. .32. 14.4� C-•_.i`l�',��� �,), _ ID tt12 �•l� '' �r�_�:�T-- - :I),IPTW ORSERVATION ROLL LOG, hole dt_ Depth Gone S1111 H0071M Suil Twum Snit 6,lor snll Olhcr Swracr.(In.) (IISDA) {fduncelq NUutlinll (Sinudurr.,Sprors,nmddms. laum 4 ji4 10 Irloud Insurance Itate Man: f Ahuve 50n year pwxt iiuundnry Nu-- Yes !_ Nithla Soh year boundary M1Io I i� }'r_�._,T _ - Within l nil year finrsi hanndary iln_V Yes...- ])a �nlln of Nnlurally Occurring Pervious hInlorinl IDoes nt Ienst font.feet of onturally aceurring peryl nis materioi exist in all nrchs observed thnnighnut tho nrca prupused for the soil absorption systeml ]r not.what is file depth or itnhlrally occurring pervious material') Cei'tifcatiuu Cf ]certify that oil pJ � �(data)I hnve passed the soil evlduntor examination approved by the Department of Envimnmmfiai Protection and flint the above nnalysis vans performed by mn consistent with the rctioircd tralmil cxpertis m d erperienCce described in�10 CNIR 15.0�17. r Sigimillm -� A5C � Dnto NBA ? I Zo(C I):V;m'1lt MIIII(TOR N1,n n)r: f BOH MEETING: OCT 25, 2016 TO: BOARD OF HEALTH FROM: P. GRIFFIN BEAUDOIN, P.E., ATLANTIC DESIGN ENGINEERS EMAIL: gbeaudoin@atlanticcompanies.com, 5081-888-9282 FOR: A DETERMINATION OF FLOW PROPERTY: . 600 YARMOUTH ROAD, HYANNIS We have performed a detailed analysis of the proposed floor areas and have found that the design flow to be 1,639 GPD. We would like to set up a meeting with staff to review this as soon as possible. We are requesting to reserve our right to be on the agenda for the October 25t" hearing if staff determines a hearing is necessary. Signed: P. Griffin Beaudoin, P.E. (PLAN WAS PRESENTED AT SITE PLAN REVIEW on THURSDAY, OCTOBER 6, 2016) Attached: (4) Copies of updated Proposed Septic System Design Plan, dated October 7, 2016 (4) Copies of Proposed Floor Plan showing floor areas and associated Proposed Sewage Flow Calculations (1) Copy of"Limited Removal Action (LRA) Completion Report, 600 Yarmouth Road" dated May 30, 2016 Atlantic, PO B,ox.1o,51 Design, Sandwich, MA 02563, Engineerers,, 5o8:-888,9282 I t essage Page 1 of 2 Stanton, David From: Stanton, David Sent: Thursday, October 13, 2016 3:41 PM To: 'Jeffrey M. Ford, Esq.'; Health Cc: lawofficeofmichaelford@verizon.net; mdfesgl@verizon.net Subject: RE: Plan Currently Under Review/600 Yarmouth Road follow up I just spoke with the engineer that submitted the info (Griffin) and let him know we have approved the flow rate of 1638.5. We really cannot do any further review at this time of the septic system, which he understood and said the submittal was just for determining the flow rate, as a perc test, etc will need to be done before he can finalize the septic plans. Thanks, Dave -----Original Message----- From: Jeffrey M. Ford, Esq. [mailto:jford21@verizon.net] Sent: Thursday, October 13, 2016 3:32 PM To: Health Cc: lawofficeofmichaelford@verizon.net; mdfesgl@verizon.net; Stanton, David Subject: RE: Plan Currently Under Review/ 600 Yarmouth Road follow up Hi Tom, Thanks for your response and consideration. I have passed this on to the Site Engineer as well to give- them a heads up. If you need anything else in the meantime just let us know. Thanks again, Jeff LAW OFFICE OF MICH:AEL FORD JEFFREY M.FORD,ESQ. 72 MAIN STREET, P.O. BOX 485 WEST HARW.ICH, MA 02671 TEL.(508)430-1900 FAX(508)430-9979 E-MAIL- 'ford21@verizon.net From: McKean,Thomas [ma ilto:Thomas.McKean @town.barnstab le.ma.us] On Behalf Of Health Sent:Thursday, October 13, 2016 2:29 PM To:Jeffrey M. Ford, Esq. <jford2l@verizon.net>; Health <Health@town.barnstable.ma.us> Cc: lawofficeofmichaelford@verizon.net; mdfesgl@verizon.net; Stanton, David <David.Stanton@town.barnstable.ma.us> Subject:.Plan Currently Under Review/600 Yarmouth Road follow up Hello Jeff, We asked our Chief Health Inspector David Stanton, R.S. to review the revised plan. So far, it appears to meet Title V. Due to the lower estimated flow(less than 1650 gpd), a secondary treatment system 10/13/2016 Message Page 2 of 2 would not be required. He is currently reviewing the revised plan; he will contact the engineer directly if there are any errors discovered or any revisions needed. Sincerely, Thomas McKean From: Jeffrey M. Ford, Esq. [mailto:iford2l2verizon.net] Sent: Friday, October 07, 2016 3:30 PM To: Health; tom.mckean@town.barnstable.ma.us Cc: lawofficeofmichaelford@verizon.net; iford21@verizon.net; mdfesgl@verizon.net Subject: RE: 600 Yarmouth Road follow up Hi Tom, Thanks again for your comments and input at the formal SPR meeting yesterday.Atlantic has gone back preformed a detailed design analysis of the proposed floor areas after yesterday's meeting, which indicates the flow to be 1,639 GPD. We are hopeful we will be able to meet with you next week to discuss, as we were told you are out of the office today. Based on the analysis, it appears that a filing may not be necessary, however we want to confirm this with you. Atlantic Design will be filing the attachments above with your office this afternoon. In doing so we are requesting to reserve our right to be placed on the 10/25 hearing agenda if necessary. We are doing so as you informed us at the meeting that the filing must be made 15 days prior to the hearing date. Please let us know if you have anytime to meet next week and we will schedule a time to discuss in more detail. Thanks as always for your time &consideration and have a great weekend, Jeff LAW OFFICE OF MICHAEL FORD JEFFREY M. FORD,ESQ. 72 MAIN STREET,P.O. BOX 485 WEST HARWICH,MA 02671 TEL. (508)430-1900 FAX(508)430-9979 EMAIL: iford2l@,verizon.net 10/13/2016 I - Town of Barnstable UMMAMAr Regulatory Services Building Division 200 Main Street,Hyannis,MA 02601 508-862-4679 fax 508-862-4725 M Initial Site Plan Review Issues & Concerns Applicant: Cadillac Cape Cod SPR#: 029-16 Property Address: 600 Yarmouth Road and 93 Rosary Lane,Hyannis Plan dated:9/29/16 Map/Parcel: Map 345,Parcels 021-002 and 29 Zoning: B,WP Overlay Proposal: Applicant is proposing to replace the existing Automobile dealership and construct a new 22,375 s.f dealership which will include the continued uses of sales and service. Reduction in service use,hazardous material storage,and impervious lot coverage is proposed. The above proposal was reviewed in a site plan review staff meeting held Tuesday, October 4, 2016 in preparation for the formal site plan review meeting scheduled October 6,2016. The following comments are offered: 1Paul Roma,Building Commissioner, Chairman ��� • Two lots are proposed to be used together and developed with a structure. The filing of a { a plan formally removing of the interior lot line is required. Amanda Ruggiero, ssistant Town Engineer—DPW • A road opening permit will be required. y • Request confirmation that all structures in the travel lanes are H-20 loaded. • A photometric plan is requested. • An Operation and Maintenance Plan will need to be provided for the drainage system. • The total suspended solids TSS removal ratio is requested. • Request the purpose of the monitoring wells and status be identified. Anna Brigham—Principal Planner—GMD • The provision of street trees must meet regulations. It appears that 2 or more additional street trees are required. Elizabeth Hartsgrove—Consumer Affairs Supervisor • Parking lot plans will need to meet the rules and regulations in place at the time of the filing of the licensing application. • Current Dealership License will require amending to reflect the proposed plan. Tom McKean—Directors Health Department • . The proposed project is not approvable at this time by the Health Division due to the - following: 3 The sewage flow exceeds 1,650 allons per day. The Board of Health"may"require I/A technology for systems exceeding 1650 gpd. Therefore,the applicant will need to file for a determination to the Board of Health at a public meeting of the Board before proceeding with a building permit application. 1 The applicant did not provide the number of"service bays"proposed for the sewage flow rate of the proposed building. Title V requires sewage flow rates to be determined by the number of"service bays". FORMAL SITE PLAN REVIEW OCTOBER 6,2016. I 2 i FORMAL SITE PLAN REVIEW Scheduled for 9:00 a.m., October 6,2016 Regulatory Services 2"d Floor Hearing Room Building Division 367 Main Street,Hyannis APPLICATION: SPR 029-16 Cadillac Cape Cod 600 Yarmouth Road and 93 Rosary Lane,Hyannis Map 345,Parcel 021-002 and 029 Zoning: B,WP Overlay Proposal: Applicant is proposing to replace the existing automobile dealership and construct a new 22,375 s.f. dealership which will include the continued uses of sales and service. Reduction in service use, hazardous material storage, and impervious lot coverage is proposed. ' I 1 WANantic DESIGN ENGINEERS.INC. Letter of Transmittal.,, To: Thomas McKean Date: October 7, 2016 Health Division Project#:2827.01 200 Main Street Project: Cadillac Cape Cod Hyannis,MA 02601 Hyannis,MA We are sending you: Enclosed _Under separate cover Via: Direct from printer _Taxi �[Messenger _Mail (Via Hand-Delivery) The following items: ✓ Prints _Sepias _Tracings Reports _Shop Drawings _Original Drawings _Mylar Linen _Specifications _ Samples _Other Description: (4)Copies of updated Proposed Septic System Design Plan,dated October 7,2016 (4)Copies of Proposed Floor Plan showing floor areas and associated Proposed Sewage Flow Calculations (1)Copy of"Limited Removal Action(LRA)Completion Report,600 Yarmouth Road"dated May 30,2016 Sk:2 Udg(sL 130 Remarks: We have performed a detailed analysis of the proposed floor areas and have found that the design flow to be 1,639 GPD.We would like to set up a meeting with staff to review this as soon as possible. We are requesting to reserve our right to be on the agenda for the October 25th hearing if staff determines a hearing is necessary: Signed: P. Griffin Beaudoin, P.E. f Copy to: P.O. Box 1051 Sandwich,MA 02563 (508)888-9282•FAX 888-5859 email: ade@atlanticcompanies.com www.atlanticcompanies.com APPLICATION FOR SITE PLAN REVIEW. SPAP Date:4-91xb LOCATION DRAFT Business Name: Cadillac Cape Cod Estimated Project Cost: Fee: Assessor's Map# 345 Parcel # 021-002 $ $500.00 Property Address: 600 Yarmouth Rd Hyannis, MA 02601 Subdivision Plan_ BL.11LDl�1 a DEP 1 OWNER OF PROPERTY ANR Plan— Name: Edward Leslie, TR, Dodge Real Trust Site Plan_ OP 3 0 2016 Address: 226 Main Street APPLICANT TOWN OF BAAI�i�I Centerville, MA 02632 Telephone: Name: Laham Management and Leasing Inc. Fax: Address: 500 Yarmouth Road, Hyannis, MA Telephone: ARCHITECT/DEVELOPER/CONTRACTOR/ENGINEER Fax: Name: Atlantic Design Engineers, LLC. AGENT/ATTORNEY Address: PO Box 1051 Name: Michael D. Ford, Esq. Sandwich, MA 02563 Telephone: (508)-888-9282 Address: 72 Main Street, P.O. Box 485 Fax: West Harwich, MA 02671 Telephone: (508) 430-1900 STORAGE TANKS (HAZ MAT/FUEL OR WASTE OIL) Fax: (508) 430-9979 (See narrative attached) Existing Proposed ZONING DISTRICT CLASSIFICATION Number Number District B Overlays: WP Size Size Lot(s) Area: Above Ground Above Ground Sq ft: 102,594+/- Acres: 2.36 Fire District_ Underground Underground Contents Contents Setbacks (ft.): See Plans Attached Front Side Rear UTILITIES Number of Buildings Sewer Public, Private X Size Existing 1 Proposed 1 Demolition: 1 Water Public X Private Electric Aerial Underground TOTAL FLOOR AREA BY USE Gas Natural Propane Grease Trap:_—Size gal Existing(sq. ft) Proposed(sq. ft.) Sewage Daily Flow * gpd Basement Residential *GP or"areas restrict wastewater discharge to 330 Restaurant gallons per acre per day into on-site system. Retail Parking Spaces Curb Cuts °ffi0e Med;cal office Required W/ Service 57.1 Existing: 3 Provided 59 Proposed 3 Commercial 13,703 22,376 Automobile Dealership On-Site To Close_ sales&service Off-Site Totals Wholesale(specify) Handicapped Includes (3)handicap spaces w/ 1) Institutional(specify) van accessible space Industrial(specify) Required W/O Service 45.1 All Other:Storage&Stairs *Above number does not include 39 Add. Striped and Gross Floor Area 13,703 22,376 12 Non-Striped Veh Display - 110 Total Spaces yQ:SitePlan:SPRPG3—02/20/2002 `l Narrative As per plans attached,the applicant is proposing to replace the existing automobile dealership and construct a new automobile dealership with retail sales and service located at 600 Yarmouth Road, Hyannis, MA. By way of background, the building was previously used by Cadillac, GMC and Buick as a Class I automobile dealership (13,703 +/- sq ft) consisting of both sales and service. Automobile sales and service is a permitted use as of right in the Business District, however the service portion of the business is deemed to be pre-existing non-conforming as it is also located in in the WP overlay district. The Applicant proposes to improve the site with a new Cadillac dealership (22,375 +/- sq ft),which will also include both sales and service of automobiles within the area shown on the sketch plan. The use will continue to be the same and as a result can be conducted without violating Section 240- 24.1.2.C. of the zoning ordinance, which prohibits the change of a nonconforming use to another nonconforming use in this zoning district. Starting with the Service Use: The use prevailing when the zoning ordinance took effect "automobile sales service and storage" is of the same nature and purpose as the proposed sales and service and storage to be conducted at the premises. The prior dealership (which carried three brands Cadillac/Buick/ GMC) had a total of 15 service lifts (14 Service Lifts and one Alignment. Lift). The existing service area is approximately 4,480 square feet. Existing Service Square foot calculations: 14 Service Lifts x 280 square feet=3,920 sq ft ' 1 Alignment Lift x 560 square feet=560 Total Service Area =4,480+/ sq ft Existing The proposed use will continue to service vehicles in a new state of the art dealership, for one Brand only (Cadillac), which will include only 8 lifts and two detail bays. Among those lifts used for service (7 will be Service Lifts and one Alignment Lift). The total area for the new lifts will be approximately 2,520 square feet. If the detail bays area included (which historically they have not) we would be at approximately 3,080 square feet..A net decrease of-1,400 square feet-in service area. Proposed service Square Foot Calculations: 7 Service Lifts x 280 square feet= 1,960 sq ft 1 Alignment Lift x 560 560 sq ft 2 Detail Bays(if counted) x 280 sq ft=560 sq ft 4 ; Total proposed Service Area =3,080 (Including Detail Bays) As a result, the service exposure and use on the site will be greatly reduced in both the number of service lifts 15 down to 8 (nearly half of what currently exists) and a reduction in overall volume, going from 3 Brands to only one. Q:SiteP1an:SPRPG5 02/20/2002 Hazardous materials: J This number will also be improved with at least a 420+/- gallon reduction in materials stored under the prior dealership operations. The prior dealership had 15 service lifts, 14 containing hydraulic/hazardous fluids. Each lift on average contains approximately 10 gallons of fluids, for a total of 140 gallons. These lifts were used to service all three brands on the site. In addition 14 in-ground lifts which were removed under the floor lifts, each list contained 30 gallons of hazardous materials for a total of 420 gallons. The site also contains two oil tanks consisting of approximately 350 gallons each, for a total of 750 gallons. Further inventory reports submitted to the town also included the following: Acetylene (2) cylinders, Waste antifreeze 55 gallons, windshield washer fluid 250 gallons, waste antifreeze 275 gallons, waste oil 330 gallons, waste oil 275 gallons, Automatic transmission fluid 220 gallons, Motor Oil 500 gallons, Solvent 55 gallons, (12) tanks III 2-Tetrafluroethan 30 lbs. Total hazardous materials for operation- 1,820 gallons, Acetylene (2) cylinders & (12) tanks 111 2- Tetrafluroethan 30 lbs. The proposed dealership.will include only 8 lifts (7 service and 1 alignment).and two detail bays. These 7 smart lifts contain only 19 quarts of soy based bio friendly fluid. As a result of shifting to only one brand and'reducing the number of service lifts by (7). (See attached brochure for new Smart Lifts).As indicated above, the removal of the 14 existing lifts (14 lifts 10 gallons each, for a total reduction of-140 gallons) in hazardous materials will be removed from the site. The proposed site.will contain two new state of the art double walled oil tanks consisting of 500 gallons each for a total of 1,000 gallons. Hazardous Inventory to be stored on site and used in operations will be: Acetylene (2) cylinders, Waste antifreeze, Transmission& waste oil 500 gallons, windshield washer fluid 200 gallons, Automatic transmission fluid 200 gallons, Motor Oil 500 gallons, Solvent 55 gallons, (12) tanks 111 2-Tetrafluroethan 30 lbs. Total Hazardous materials for operation— 1,400 gallons, Acetylene (2) cylinders & (12) tanks Ill 2- Tetrafluroethan 30 lbs. The end result will be a reduction in hazardous materials stored on the site. In addition, all new state of the art technology will be implemented throughout. Impervious coverage: The existing site is nearly entirely impervious at 94.58%.-The new proposed dealership will be 86..65 % impervious, an improvement of 7.93% from what currently exists. Q:SiteP1an:SPRPG6 02/20/2002 �^ ,^4 BOH MEETING: OCT 251 2016 TO: BOARD OF HEALTH r FROM: P. GRIFFIN BEAUDOIN, P.E., ATLANTIC DESIGN ENGINEERS EMAIL: gbeaudoin@atlanticcompanies.com, 508-888-9282 FOR: A DETERMINATION OF FLOW PROPERTY: 600 YARMOUTH ROAD, HYANNIS We have performed a detailed analysis of the proposed floor areas and have found that the design flow to be 1,639 GPD. We would like to set up a meeting with staff to review this as'soon as possible. We are requesting to reserve our right to be on the agenda for the October 25t" hearing if staff determines a hearing is necessary. Signed: P. Griffin Beaudoin, P.E. (PLAN WAS PRESENTED AT SITE PLAN REVIEW on THURSDAY, OCTOBER 6, 2016) Attached: (4) Copies of updated Proposed Septic System Design Plan, dated October 7, 2016 (4) Copies of Proposed Floor Plan showing floor areas and associated Proposed Sewage Flow Calculations (1) Copy of"Limited Removal Action (LRA) Completion Report, 600 Yarmouth Road" dated May 30, 2016 Atlantic. PO Box so51 Design Sandwich,MA 02563, Engi,neere,rs,, 5o8,-88,8:-9282 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost $40.00 for 4 years]. A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M_G.L.- it does not give you permission to operate.] You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: '2`�' Fill in please: ,: . APPLICANT'S YOUR NAME/S: LSE IW -M BUSINESS YOUR HOME ADDRESS. a. TELEPHONE # Home Telephone Number NAME OF CORPORATION: v l NAME OF NEW.BUSINESS &A- -ROI C_K G"tvLtc_ CA+Dt LL,-C_ TYPE OF BUSINESS_ IS THIS A HOME OCCUPAT)DN? YES NO ADDRESS OF BUSINESS dG `(/l tv�c�.r \* MAP/PARCEL NUMBER (Assessing] When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. -- (corner of Yarmouth Rd. & Main Street] to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S OFFICE This individual has been informed of any permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 2. BOARD OF HEALTH This individual has—he n in rm f th permit Auire s that pertain to this type of business. Aut orized raat �e*,* COMMENTS: �I "0WL'Y WITH A 3. CONSUMER AFFAIRS (LICENSING AUTHORITY] This individual had e r f.t : I� nsi g r q irements th �Ntain to this type of business. 1, J Authorize S gnsture* COMMENTS: e +a Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal A. Facility Information Dodge Realty Trust _ Test Pits 1 & 2 Owner Name 600 Yarmouth Road 345/21-2 Street Address Map/Lot# Hyannis MA 02601 City State Zip Code B. Site Information 1. (Check one) ® New Construction ❑ Upgrade ❑ Repair 2. Soil Survey Available? ® Yes ❑ No If yes: Soil Survey of Barnstable County, CcA Source Soil Map Unit Carver Soil Name Soil Limitations 3. Surficial Geological Report Available? ❑ Yes ® No If yes: Year Published/Source Publication Scale Map Unit Geologic/Parent Material Landform ^ 4. Flood Rate Insurance Map Above the 500-year flood boundary? ® Yes ❑ No Within the 100-year flood boundary? ❑ Yes ® No Within the 500-year flood boundary? ❑ Yes ❑ No Within a velocity zone? ❑ Yes ® No 5. Wetland Area: Wetlands Conservancy Program Map Map Unit Name 6. Current Water Resource Conditions (USGS): 11/2016 Range: ❑ Above Normal ® Normal ❑ Below Normal MonthNear 7. Other references reviewed: t5form1 1_4107_1&2-rev.3/13 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 8 �\ Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed primary and reserved disposal area) Deep Observation Hole Number: 1 _Nov 3 2016 9:30 AM Overcast, 60 F Date Time _ Weather 1. Location Ground Elevation at Surface of Hole: m35 +_ — Location (identify on plan): - - ----- - Commercial/Automotive none 0 2. Land Use _�_.�_._ ._.. ___ _.__.__._..__ o -- (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(/o) none 4 P glacial outwash plain Vegetation Landform Position on Landscape(attach sheet) 3. Distances from: Open Water Body 00+ — Drainage Way 50 Possible Wet Area 1feete00+ Property Line 0 - Drinking Water Well e0a+ Other feet 4. Parent Material: proglacial outwash Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes ® No If yes: -- - --- Depth Weeping from Pit_ Depth Standing Water in Hole. Estimated Depth to High Groundwater. - 18 +- inches elevation t5form 11_4107_1$2•rev.3/13 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 2 of 8 a Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number. 1 Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) Layer Moist(Munsell (USDA) Structure Consistence Other Y ) ) Cobbles 8 Depth Color Percent Gravel Stones (Moist) 0-18 Mixed Fill 18-27 Bw 10 YR 4/4 Loamy Friable Sand 27-138 C 10 YR 5/4 Medium Loose Sand Additional Notes: t5form1 1_4107_1&2-rev.3113 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 8 i Commonwealth of Massachusetts Cityrfown of Bamstabte v- C.Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal On-Site Review continued Deep Observation Hole Number: 2 Nov 3, 2016 10 AM Overcast, 60 F Date Time Weather 1. Location Ground Elevation at Surface of Hole: 35+ Location(identify on plan): 2. Land Use Commercial/Automotive none 0 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(96) none Proglacial Outwash Plain Vegetation Landf rm Position on Landscape(attach sheet) 3. Distances from: Open Water Body teat 100+ Drainage Way feet 50+ Possible Wet Area 100+ feet Property Line feet feetDrinking Water Well fle0et0+ Other feet 4. Parent Material: proglacial outwash Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater 18+ inches elevation I •P 4of8 t5form11 4107 182-rev.3N3 Form 11—Soil Suitability Assessment for On Site Sewage Dispose age Commonwealth of Massachusetts a City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: 2 - —-- Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) Co Layer Moist(Munsell) (USDA) Cobbles& Structure (Consistence Ms Other (Moist) Depth Color Percent ravel Stones 0-28 Mixed Fill 28-138 C 10 YR 5/4 Medium Loose Sand Additional Notes: t5form1 l 4107_1 Q-rev,3/13 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8 Commonwealth of Massachusetts _ Cityrrown of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method Used: ❑ Depth observed standing water in observation hole A B. Inches inches ❑ Depth weeping from side of observation hole A B. inches inches ® Depth to soil redoximorphic features (mottles) A. none at 138 B. none at 138 inches inches ❑ Groundwater adjustment(USGS methodology) A. B. inches inches 2. Index Well Number Reading Date Index Well Level Adjustment Factor Adjusted Groundwater Level E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ® Yes ❑ No b. If yes, at what depth was it observed? Upper boundary: nane8 Lower boundary: inches 38 t5form1 l 4107J&2.rev.3113 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 6 of 8 Commonwealth of Massachusetts City[Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal ly r F. Certification I certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. 1 further certify that the results of my soil evaluation, as indicated in the attached Soil Evaluation Form, are accurate and in accordance with 310 CMR 15.100 through 15.107. November 4, 2016 Signature of Soil Evaluator Date David D. Coughanow_r_ _ November, 1995 ame of So Typed or Printed Nil Evaluator/License# Date of Soil Evaluator Exam Donald Desmarais_ _ _ Barnstable Name of Board of Health Witness Board of Health Note: In accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing, and to the designer and the property owner with Percolation Test Form 12. t5form 1 1_4107_1$2•rev.3/13 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 7 of 8 S Commonwealth of Massachusetts - _ City/Town of Bamstable a Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Field Diagrams Use this sheet for field diagrams: 1 2 3® © i I kFI KO O FH (I-CM D t5forml 1 4107 1&2•rev.3/13 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 8 of 8 Commonwealth of Massachusetts p City/Town of Barnstable � Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal ip A. Facility Information Dodge Realty Trust Test Pits 3&4 Owner Name 600 Yarmouth Road 345/21-2 _ Street Address Map/Lot# Hannis _ MA 02601 _ City State Zip Code B. Site Information 1. (Check one) ® New Construction ❑ Upgrade ❑ Repair 2. Soil SurveyAvailable? ® Yes ❑ No If es: Soil Survey of Barnstable County CcA Y Source Soil Map Unit Carver ------ Soil Name Soil Limitations 3. Surficial Geological Report Available? ❑ Yes ® NO If yes: Year Published/Source Publication Scale Map Unit _ GeologiclParent Material��_ �-- _~- Landform 4. Flood Rate Insurance Map Above the 500-year flood boundary? © Yes ❑ No Within the 100-year flood boundary? ❑ Yes ® No Within the 500-year flood boundary? ❑ Yes ❑ No Within a velocity zone? ❑ Yes ® 'No 5. Wetland Area: Wetlands Conservancy Program Map Map Unit Name 6. Current Water Resource Conditions (USGS): 11/2016 Range: ❑ Above Normal ® Normal ❑ Below Normal Month/Year 7. Other references reviewed: -- �- t5form1 1_4107 3&4•rev.3/13 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 8 Commonwealth of Massachusetts City/Town of Barnstable i Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal •:Y C. On-Site Review (minimum of two holes required at every proposed primary and reserved disposal area) Deep Observation Hole Number: 3 Nov 3, 2016 _ 10:30 AM Overcast, 60 F _ Date Time Weather 1. Location Ground Elevation at Surface of Hole: 35 + Location (identify on plan): 2. Land Use Commercial/Automotive none 0 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(�) none _— Proglacial outwash plain Vegetation Landform Position on Landscape(attach sheet) 3. Distances from: Open Water Body 100+ Drainage Way 50+ - Possible Wet Area 100+ feet feet feet Property Line 110++-- Drinking Water Well 100+ Other feet feet feet 4. Parent Material: _PLoglacial outwash Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes ® No If yes: -- - Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: 18 +_ inches elevation t5forml 1_4107_384•rev.3/13 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal -Page 2 of 8 Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: 3 -- -- --- Redoximorphic Features Coarse Fragments Soil Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Consistence Other Depth(in.) Layer Moist(Munsell) (USDA) Cobbles& Structure Depth Color Percent Gravel (Moist) Stones 0-12 Ap 10 YR 3/2 Loamy Friable Sand 12-32 Bw 10 YR 416 Loamy Friable Sand 32-144 C 10 YR 516 Medium Loose Sand Additional Notes: t5forml 1_4107_3&4•rev.3/13 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 8 .._ _ Commonwealth of Massachusetts Ms City/Town of Barnstable - Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: 4 _ _ _ Nov 3, 2016 10:30 AM Overcast, 60 F Date Time Weather 1. Location Ground Elevation at Surface of Hole: 35+----- Location(identify on plan): - -- - 2. Land Use Commercial/Automotive none 0 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope none_._.___..__._._..:_.....__........_ _. _._._.._ Prgglacial Outwash Plain _.____........--._ Vegetation Landform Position on Landscape(attach sheet) 100+_ 3. Distances from: Open Water Body 100+ feet - Drainage Way feet 50+ Possible Wet Area feet Property Line eOt Drinking Water Well feet 00+ Other feet 4. Parent Material: proglacial outwash Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: — 1 8 + inches elevation t5form1 1_4107 3&4•rev.3/13 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal -Page 4 of 8 \ Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: 4 --- Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) layer Moist(Munsell) (USDA) obbles& Structure Consistence Other Depth Color Percent ravel (Moist) Stones 0-12 Ap 10 YR 3/2 Loamy Friable Sand 12-32 Bw 10 YR 514 Loamy Friable Sand 32-144 C 10 YR 5/6 Medium Loose Sand Additional Notes: t5form11 4107_3&4•rev.3/13 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal Page 5 of 8 N\ Commonwealth of Massachusetts ' City/Town of Barnstable c Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal rr r ryi D. Determination of High Groundwater Elevation 1. Method Used: ❑ Depth observed standing water in observation hole A. _ B. — inches inches ❑ Depth weeping from side of observation hole A. inches inches A.© Depth to soil redoximorphic features (mottles) inches n none at 144 in none at 144 inches ❑ Groundwater adjustment(USGS methodology) A. B. — inches inches 2. Index Well Number Reading Date Index Well Level Adjustment Factor Adjusted Groundwater Level �F E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ® Yes ❑ No b. If yes, at what depth was it observed? Upper boundary: inches 32 Lower boundary: 144 s l5forml 1_4107_3&4•rev.3/13 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 6 of 8 ti Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal F. Certification I certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. 1 further certify that the results of my soil evaluation, as indicated in the attached Soil Evaluation Form, are accurate and in accordance with 310 CMR 15.100 through 15.107. November 4, 2016 Signature of Soil Evaluator Date David D. Coughanowr _ November, 1995 _W_ Typed or Printed Name of Soil Evaluator/License Date of Soil Evaluator Exam Donald Desmarais _ _ Barnstable _ Name of Board of Health Witness Board of Health _ Note: In accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing,and to the designer and the property owner with Percolation Test Form 12. 15form 1 1_4107 3&4-rev. 3l13 Form 11 -Soil Suitability Assessment for On-Site Sewage Disposal •Page 7 of 8 Commonwealth of Massachusetts -_ — Cityrrown of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Field Diagrams Use this sheet for field diagrams: t5form1 1_4107_384•rev.3113 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 8 of 8 • Commonwealth of Massachusetts City/Town of Barnstable Percolation Test 5�P v Form 12 Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important:When filling out forms A. Site Information on the computer, use only the tab Dodge Realty Trust _ key to move your Owner Name cursor-do not 600 Yarmouth Road use the return Street Address or Lot# key. Hyannis MA 02601 _ !16 City/Town State Zip Code David D. Coughanowr, ASE#461 508 364-0894 Contact Person(if different from Owner) Telephone Number B. Test Results 11/3/16 10:AM _ Date Time Date Time Observation Hole# 1 Depth of Perc 82 in Start Pre-Soak 0:00 End Pre-Soak 14:00 _ Time at 12" n/a Time at 9" n/a Time at 6" nla Time(9"-6") n/a Rate(Min./Inch) 2 mpi in C soils Test Passed: ® Test Passed: ❑ Test Failed: ❑ Test Failed: ❑ David D. Coughanowr Test Performed By: Donald Desmarais Health Dept,__ Witnessed Witnessed By: Comments: t5form12.doc•06/03 Perc Test•Page 1 of 1 '�' �.. may...--' ••_�� . 4d)tl tla n tic _.. .... _. ... DESIGN ENGINEERS,INC. November 10, 2016 Town of Barnstable Site Plan Review Committee 200 Main Street Hyannis, MA 02601 RE: Response Letter—Initial Site Plan Review Issues& Concerns Cadillac Cape Cod at 600 Yarmouth Road and 93 Rosary Lane,Hyannis,MA Barnstable SPR#: 029-16 Dear Committee Members: This response letter, along with updated plans revised dated November 10, 2016 and other requested information, addresses the comments in the Initial Site Plan Review Issues&Concerns letter which was provided to the applicant prior to the site plan review meeting on October 6,2016. Please note that our responses to these comments are italicized. 1) Two lots are proposed to be used together and developed with a structure. The filing of a plan formally removing of the interior lot line is required. A plan of land which will remove the interior lot line will be prepared and recorded at the ., Registry of Deeds prior to the issuance of a certificate of occupancy. 2) A road opening permit will be required. Al The contractor will apply for a road opening permit for all work within public right-of-ways, specifically Yarmouth Road and Old Yarmouth Road. Please note that Construction Note #34 on Sheet 4 of the site plans states that `All work within a public right of way will require a road opening permit. " 3) Request confirmation that all structures in the travel lanes are H-20 loaded. All structures in the travel lanes have been specified to withstand H-20 loading (refer to detail sheets). Additionally, please note`that Construction Note #14 on Sheet 4 of the site plans states that `All structures located within travel lanes and parking areas, including drainage, sewer, water and underground electrical components shall be required to withstand heavy duty H-20 loadings. 4) A photometric plan is requested. A photometric plan has been prepared and was submitted to the Committee members at the October 6, 2016 Site Plan Review hearing. Copies of the photometric plan have been submitted along with this letter as well. P.O. Box 1051 Sandwich, MA 02563 (508)888-9282• FAX 888-5859 email: ade@atlanticcompanies.com . www.atianticcompanies.com Response to Site Plan Review Comments Aiantic Cadillac Cape Cod,Hyannis,MA SPR#:029-16 Page 2 5) An Operation and Maintenance Plan will need to be provided for the drainage system. A Stormwater Operation and Maintenance Plan has been submitted along with this letter. 6) The total suspended solids TSS removal ratio is requested. Total suspended solids(TSS)removal calculations were provided at the October 6, 2016 Site Plan Review hearing.Additional copies of the TSS removal calculations have been submitted along with this letter as well. 7) Request the purpose of the monitoring wells and status be identified. As discussed at the October 6, 2016 Site Plan Review hearing, the monitoring wells were installed as part of a Phase I Environmental Site Assessment. Instead of removing the monitoring wells, the applicant is proposing to raise the wells which will not be disturbed by construction activities to finished grade with an H2O, water tight road box. 8) The provision of street trees must meet regulations. It appears that 2 or more additional street trees are required. Four additional street trees have been installed along Old Yarmouth Road. 9) Parking lot plans will need to meet the rules and regulations in place at the time of the filing of the licensing application. It is our opinion that the proposed parking lot design meets all rules and regulations in place. 10) Current Dealership License will require amending to reflect the proposed plan. The applicant's attorney will work to amend the dealership license as necessary. 11) The proposed project is not approvable at this time by the Health Division due to the following: The sewage flow exceeds 1,650 gallons per day. The Board of Health "may" require I/A technology for systems exceeding 1,650 gpd. Therefore,the applicant will need to file for a determination to the Board of Health at a public meeting of the Board before proceeding with a building permit application. The applicant did not provide the number of"service bays" proposed for the sewage flow rate of the proposed building. Title V requires sewage flow rates to be determined by the / number of"service bays". Atlantic has performed a detailed review of the proposed floor areas and has determined / that the proposed calculated design flow rate is ],639 gallons per day. Atlantic submitted a V revised septic design plan, along with a color coded proposed floor plan and area summary to the Health Departmentfor review. David Stanton of the Health Department reviewed the revised plans, proposed floor plan and area summary and agreed with the proposed 1�`Z P.O. Box 1051 Sandwich, MA 02563 (508)888-9282• FAX 888-5859 email: ade@atlanticcompanies.com www.atlanticcompanies.com Response to Site Plan Review Comments ��ria�ric Cadillac Cape Cod,Hyannis,MA SPR#:029-16 Page 3 calculated design flow rate of 1,639 gallons per day. A determination by the Board of Health is not necessary because the design flow proposed dealership building is less than the 1,650 gallons per day threshold for IIA systems outlined in Section 360-37 of the Code of the Town of Barnstable. The number of service bays has been included in the proposed sewage flow rate. The proposed dealership will have 8 service bays inside the service shop. The changes noted have been included in the latest set of site plans which have been submitted along with this letter. Refer to Sheet 6 of 10 for septic system design information. If you have any questions,please do not hesitate to call me at(508) 888-9282. Sincerely, ATLANTIC DESIGN ENGINEERS,INC. Richard J. Tabaczynski, P.E. Vice President I P.O. Box 1051 Sandwich, MA 02563 (508)888-9282• FAX 888-5859 email: ade@atlanticcompanies.com www.atlanticcompanies.com � / 0 y,l e • _t e I, a�tBl9� - �d. �t �� a♦,1 � �. �►If i. Mla :.s � �:� �L.•3 to �.g�� .::+�,,slC�....•Dltt:l�/. l.l_.� +I sue•' �z lot lei F—V 1!_ _•� a „ . , ! v 1 I , i _l.11. PI t Y p 9 e ♦ 1 • 1 E 41d Kurg's HtghwaY Regiatat Hister[c Uxtrnx Fite q Approved? ❑ Yes No Nyarmu Warn Stet Waterfront H�stofic Dhstrtt3`Frle# Approved? O Yes ❑ No Listed rn National and/or:State Registor of H'�oric Places? ❑Yes D Tb Ptevraus Site Plan Renew Frte# Appmved? ❑Yes Q No Prtwrous ZAning Board of APIs sd? ❑:Yes . O Na ts.aht srte located in a t^iood Area S+ecticn 3 5.1.... { ) :'. Q Yes ❑ No [rt:Area of`Critical BnVirtiRmertal Cdo ? Ct 'Yes O No ,. 1S ho Projrxx wdhin t Q0''of Wetland Rssorrrcc Area? O Yes O No Site sketcti inforrttal pme3erttatroa CI`'Yes C1 'N0 S. Plan. stamped and srgi ad by a Registered PE AM OS PLS p Yes pr�ared,wet Pa lcurg and TWIl CCir+culatron Plan O 'Stes ❑ Nc Landscape:man a�hghtiog Ptarr` Cl''Yes p No . Drs�nagePiar with calculations aid Utility PMC1'Yes ❑ No Building Plans,{ati floorpians,devapot►s and crass sectia ) p'ye, p No Note tbat allai mme mw be awrwedty code Batnr+cm t t?tlice`at the Ilumilm Eftartoent: lotar+eain sq,lt..: sq f}„ Toml t3uilding(s)footprint 8.sd Maxunum,Lat Co 96 verage as 9�0 of lm GRt}iJrID W 'IEC C1Mt AY DIkycT�UREMtfiIM' DISTRICT Lot Coverage(95);` Requrr ed - Proposed Srte Cleaz'sng('�.)'.Recprnnd ,. pxgposed Pc�pAl.> aING tSSORY BUi ('t Yes Tto t. Number`.of floasUy Height: R. Number of floors: He�gl�t . FWOR A IU As FL:dOA ARFA:: Besan`. ....— 1 sq. 13asat►ent; sq fL eccmd. sq.fL � S Ftr�t MiC $q. . First sq.(l. Attic sq. MO:(Specify). &.sq Pleaserrsvrde beef narratrve of youf proposed grx:+ l assert that t have ooropl (vc canned to Ira title and the Srte Plan RCn ►A carpteted):. pago pplrcadran on that, to. t:pf my. tht ief submitted here is true. Jig Frlrted N:: NUMBER 127 'i`HE COMMONWEALTH QF MASSAGHUSETTS sT�o as TP1NN,QF BARNS TABLE PENIS OR SELLER'S`LICEhISE' - CLASS it TtJ BUY AND SELL SECOND-HAND MC?TOR VEHICLES to acc6rdance.with the provkiorts ofch�ipter l4Q-af the Genrral Cnwa wt�i ameode►ents thrr+cto .4MRNO DINCS MJI,LtC D&4• Fi►iieePn v�re+dcemtet Is hereby Ifeensed to bnysnd se11: ond-band haofor.vtbiekai 9S Fgls�oatl4 Road lU'o�- 3 09:11rMtsies drxcrtw as Brrlldlug slldr 2 ear;tkdwrveAn 3 vales dfJlctirs tko wltb ! C !r a no rren/ses. an{ple P te repo f rlllb' .. 8wlldl»g has sronrge W wo ox dJlaav 1"9 d i _ vrhlcles,I4 caato�nerlfrervlce v likles and? Jlrahaf! cwp►�drlele*kc .Total l90 voldler 04 lob. is R IC't'I�I+IS. -�$�- Mazlnram I00�elirdes od 1st t ar[fmie: lenreary 1,20Ib Signed ..... ,. .. .. .: .• .air. ...~.. THIS LICENSE EXPIRES: rlecetMberr 31, 2016 TNLS LICENSE MUST 8E PO5'fED.1N A CONSPIGUOUS:PLACE UPON THE PREMISES. No. ;=� � FEE_Z_>— COMMONWEALTH OF MASSACHUSETTS Board of Health, I-n b1e_ MA. APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct(/Repair( )• Upgrade( Abandon( IO Complete System ❑Individual Components Location 6XIO (fin -Owner's Name Map/Parcel# /V19-12 3145 WrCe,\6 Z 1-Z 4-ZCk Address SCDN ni 5 M�► Lot# Telephone# 78t_ 2,g0—GVP6 Installer's Name19062-,A-3 ,*k� Co TnC Designer's Name kf 0�%C- ; 4 �l T c. Address rA%A Address '�Q 1057 N A ozso Telephone# , o Telephone# CD50!2 Type of Building CCAC Wash Fact y Lot Size fi IC�2, SO sq.ft. Dwelling-No.of Bedrooms_ AIN Garbage grinder ( ) Other-Type of Building lat No.of persons�N/A Showers ( ),Cafeteria ( ) Other Fixtures AllA ! i,e) Design Flow (min.required) z ZZ //gpd���lculated design flow 02� Design flow provided gpd Plan: Date i ber oI sffeets Z Revisioon Date �(��(h Z01� Title 7���t� St��eM�SiS►n ��.� GOO yacfnooth �C�A, ac— was1\ Description of Soil(s) T ^Mvl ��i(Le� ¢ McC1;UyV\ :5en eA Soil Evaluator Form No. /1'� ���� Name of Soil Evaluator` COrA&Am;, Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS UOa o C d The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees t to place th :���7unutil.a Certificate of Compliance has been issued by the Board of Health. Signed GDate Inspections No. O i + I :. FEE COMMONW ALly Of Board of Health, Ic'Cl C, MA. APPLICATION FOP, DJSPOSAL SYSTEM CONSTRUCTION PERMIT cy" NJ Application for a Permit to Construct(/Re ( air ) Upgrade( Abandon om lete S stem ❑Individual Components 5 P P P P g ( ) ( VC ) P Y P Location bC r o j-14) _�p(A- A I_��41 Owner's Namey� M w% ' Map/Parcel# /'gyp 345 � IyaeGe,\s Z��Z 9Z� Address ��f6►1011�IZQ4u� N 4nn�5 MA UZGoI `` Lot# Telephone# 7$1,?_q0—(,00 Installer's Name 6 FD Cf" � 1-(1c Designer's Name t �St ill �nts n ee Address } ('� + Address zC31 .►rt J..�, w, lJ, x 1057 S�t,�w�C� /19f�rOZ5G3 Telephone# G y A,,3 rr G5 Telephone# . 92 g2• Type of Building Cc r Wash A�F�<<, }}I Lot Size 1014 gO Z-- sq.ft. Dwelling-No.of Bedrooms {V�c Garbage grinder ( ) Other-Type of Building Al/A No.of persons r vin Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (min.required gpd Calculated design flow �2- — Design flow provided gpd '/'&/'� „f9 e Plan: Date 1 � /� � Number of sKeets 2. Revision Date �Ge0\� A Title c, 5 u4e rA ` \,-,A �� �ar,,o uh-\ 'Zee a CC,c- WG s'VN Description of Soil(s) 16,A\4 6c,A !�— mecA,Urh �Xt1d 11 A' Soil Evaluator Form No. / �I t/ Name of Soil Evaluator�y\cA Ct)G�ha(\pwr Date of Evaluation I vo�er.6ae 3 wI G .45F 4 !oi DESCRIPTION OF REPAIRS OR ALTERATIONS odo s (-/h ✓ha_� Id 34 Xl y /6 ,.r i t The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees ce to-got to pla the system in operatio(nn until a Certificate of Compliance has been issued by the Board of Health. Signed ( ,fix.6 5 Date �� I .3 I aQ Inspections k { [, No. _. U 161 W 0 �` FEE /j !� C®MMONWEALT Of MASSAC14USETTS Zj O a&0 d Board of Health, G ��l�'✓ "` MA. CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s)onent(s) Complete System P P P Ys The undersigned hereby certify that the Sewage Disposal System; Constructed (d Repaired ( ),Upgraded ( ),Abandoned ( ) by: has been installed in accordance with the provisi ns of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No d/�1— 7 b _dated 1 r Il r T�f Approved Design Flow 4z (gpd) Installer if�� �� ! Le, f _ Designer: Fk (Curd r r Inspector: I Date: j I e — The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. a6 FEE /Jv COMMONWEA H OF MASSACHUSETTS Board of Health, MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT y s Permission is hereby granted to; Construct) Repair( ) Upgrade( ) Abandon( )'an individual sewage disposal system at (A(:�, LI�J, t ltY\C,U, \ 4c,,�h I as-described in the application for Disposal System Construction Permit No. U �- t�6 dated Provided: Construction shall be completed within three years of the date of tln er it. All l0 1 conditions must be met. rm Fo I Ill Rev.5/91 A.M.1,11in Co.Boston,MA Date 1 1 ' 't rl Board of Health % /6� (/ln r4p /C-/ I t �No. / Fee$5 0. 00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: / Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppffcation for Migogar bp.5tem Construction Permit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( )XkComplete System ❑Individual Components Location Address or Lot No.600 Yarmouth Road Owner's Name,Address and Tel.NoDodge Realty Trust Hyannis,Mass.02601 Central Cape Dodge A tip O1 0 600 Yarmouth,Road Hyannis,Mass. 026 1 Installer's Name,Address,and Tel.No.5 0 8—7 7 5—3 3 3 H Designer's Name,Address and Tel.No.5 0 8-2 7 3—0 3 7 7 J.P.Macomber & Son Inc. JC Engineering, INc. Box 66 Centerville,Mass. 02632 15 Roundhill BLVD East Wareham,Mass. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow R S 2- 4 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title / Size of Septic Tank H 2 O—3 0 0 0 Type of S.A.S.7-5 0 0 ' G H 2 O Description of Soil0"-2"=Fi 11 2"-1 2"1_oamy coat and- 24"-1 .6"= ,rav 1 y coarse sand. Nature of Repairs or Alterations(Answer when applicable) Om i t-L i n g e x i s t i n g -,e pt i e C;y t-e_m Installing 1 -H2O 3000 two compartment septic tank. 1 -H2O Distribution box and 7-H2O 500 gallon leaching chambers.All Components will have cast iron rings and covers to grade. Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is ssub d by this Q o . alth. Signed - h Z Date 9/9/0 2 Application Approved by Date Application Disapproved for the following reasons Permit No.�00�1-4 61 Date Issued h r � t� re N,o. a' fw. n. Fee$5 0.0 0 Entered in computer: THE COMMONWEALTH O MASSACHUSETTS --5 PU tIC HEALTH,,DIVISIOIN -*-TOWN OF BARNSTABLE., MASSACHUSETTS _ es Zi prication for i0oml *p.5tem Construction permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( )X�Complete System '.0 Individual Components Location,AddressorLotNo600 Yarmouth Road Owner's Name,Address and Tel.NoDodge Realty Trust Hyannis,Mass.02601 Central Cape Dodge Ass Ma /P cel , Prow, T•�' - 600 Yarmouth,Road Hyannis Mass.02601' t Installer's Name,Address,and Tel.No.5 0 8—7 7 5 389 Designer's Name,Address and Tel.No.508-273-0377 J.P.Macomber & Son,i,Inc. JC Engineering,INc. Ir Boi- 66 Centerville,Mase.-O'Y632 5 Roundhill BLVD East Wareham,Mass. Type of Building; <. .. p ' . F s %) Dwelling No.of'B'edrooms + Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures �. ' a Design.Flow 8 8 2..4 gallons per day. Calculated daily flow gallons:=f 7-" ' Plan Date "'F Number of sheets Revision Date Title ,� '�-•. Size of Septic Tank H2O-3000 Type of S.A.S.7-5'001 s H2O ' Description'ofSoil011-2"Fill 21'-12"loamv coarse sand.24'1'126"=Graver �.. coarse s.apd. +�fr Nature of Repairs or Alterations(Answer when applicable) Omitting {existing septic s v tem. Installing-1=H2O 3000 -two compartment se t'ic°`tank.1-H2O Distribution box and 7=H2O 500 gallon leaching chambers.All .Components will- have cast ;iron rings and covers to, grade..., :Date last inspected: a ' Agreement: The undersigned agrees to ensure the construction and maintenance of the afore,described on-site sewage disposal syste in accordance with the'-provisions of Title 5 of the Environmental Code and not to place`the system in operation until a C'e ifi- fcate of Compliance has been issu d by this !�W4 alth. - ► Signed 1 Q Date 9/9/0 2 Application.Approved by % e �� Date ApplcationMDisapproved for the following reasons .I fr ` ' d Permit No.Do)Z- o l Date Issued //s i� �.._ -----''--- — + THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance ' + THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded(KXN) Abandoned( )by J.P.Macomber & Son Inc. at E;00 Yarmouth Road Hyannis,Mass. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. a 00-7-Yo/ dated l i I yzk Installer J.P.Maeomber & Son Inc. Designer JC Engineering,Inc. The issuance of this permit,shall not be construed as a guarantee that the syste will fggunction as esigned. Date 1 ?Z. J _ Inspector ,�1' - -------------------- - ----- o. `���U�'+V 0 � /�� ' Fee$ 50.00 .-- N 4 v ;. V , / THE COMMONWEALTH OF MASSACHUSETTS + PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS, Mi!5p6gar *potem Con.5truction Vermit Permission is hereby granted to Construct( )Repair(- )UpgradeX(XX)Abandon( ) System located at 600 Yarmouth Road Hyannis,Mass. and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Const coon mu//t�be�cybipleted within three years of the date of this pej2 C, ! / Date: -! //9 Approved by r V TOWN OF BARNSTABLE i LOCATION 500 A 9,44 0 O f# A4) SENFA& # V LLAG ASSESSOR'S MAP & LOT 4E`�a INSTALLER'S NAME&PHONE NO. SEPTIC TTANK CAPACITY LEACHING FACILITY:_(type) 044 V rr>e/Z' (size) j NO.OF BEDROOMS BUILDER OR OWNER U .PERMITDATE: COMPLLANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by ON I A I Z t i 4_ � ,. Town of Barnstable anxrtsreaic, : ` Department of Health, Safety, and Environmental Services 16, Public Health Division " 367 Main Street, Hyannis MA 02601 Office: 508-862-4644 Thomas A McKean FAX: 508-790-6304 Director of Public Health TO: EDWARD LESLIE, DODGE REALITY TRUST DATE: JAN. 20, 2000 258 NORTH ST. HYANNIS, MA. 02601 ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL CODE, __. . TITLE 5. The septic system owned by you located at 600 YARMOUTH ROAD, HYANNIS. was inspected on APRIL 18, 1995 by TITSTRAM WELLER. a Massachusetts licensed septic inspector. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following:. o SOIL ABSORPTION SYSTEM NOT.FUNCTIONING. o LIQUID LEVEL IN TANK WAS ABOVE THE OUTLET INVERT, LIQUID LEVEL IN LEACHING PITS ABOVE INLET INVERTS, HIGH GROUNDWATER TABLE. The above noted system has been in a failed state for more than two years according to our records. You are directed to hire a licensed professional engineer(PE)to design a system that will bring the septic system in compliance with 310 CMR 15.00, The State Environmental Code, Title 5 within fourteen (14) days of your receipt of this letter. You are also directed to hire a licensed septic system installer to install the system components within thirty (30) days of your receipt of this order. You are further directed to maintain the system by hiring a licensed septage hauler to pump the septic system to prevent discharge of sewage or effluent into the buildings, onto the surface of the ground, or in to surface waters. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean, R.S., C.H.O. m ............... 021002 KNEALE,EDWARD H III&HEIDI ......... 602- U000000 pm.MA H Y 10 M" POR PAR 1.9 11..... ......... -Xi 3 u LESLIE,EDWARD E TR ODGE REALTY TRUST ............. 58 NORTH ST YANNIS ........................................ 195 �31.!'�I��"".".' ........ C148757 ............................. ......... ........ — LESLIE,EDWARD E TR W.EIX .......................... .1.�01 ................. 0000013300 ii... 107,978 YARMOUTH ROAD ........... HY NE . ... ......... .......... .. ... . ... ....... .. .. .......... ... X—Ze4= I ............ .... HM ] 31 H E A L T H M A S T E R ] HELP [ ] R' E C 0 R D ] ACTION I] For Parcel Number 3451 0211 0021 ] Rental Property(Y/N) [ ] Owner Name LESLIE, EDWARD E ] Zone of Contrib (Y/N) [Y] Location 600 YARMOUTH RD? ] Contaminant Rel (Y/N) [ ] Business Name [CENTRAL CAPE DODGE ] Area Number Contact Person [WINTHROP V.WILBUR & NANCY ] Phone [000] (77584241 Fuel Storage Tank Permit [Y] Card on File [Y] Perc Test Well Septic File/Permit No. L ] [ ] (96-38 ] Issuance Date [ ] [0209961 Completion Date [ l [ l Last Communications [0612891 (MMDDYY) Comments [UPGRADE SYSTEM ] Cancel [ ] NEXT SCREEN [HM ] ACTION [ ] PARCEL NBR [ ] [ ] [ ] TANK NBR [ ] ] [ ] r Z -�448 -651 ❑08 r' Receipt for Certified Mail e No Insurance Coverage Provided W.EOST.TES Do not use for International Mail POST�I SERVILE (See Reverse) 01) Sent to 4f Street nd No. 2 to 2 P.O., a and ode O Go Postage M E Certified Fee O LL Special Delivery Fee Re3u fc tedi�'l i5ery:��`c� IReturh�Rec"�'iptlSh'awinga. to Whom&Date Delivered Return Receipt Showing Date,and Addressee' dress TOTAL Postage �.y11. &Fees '7 Postmark or D "' STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, CERTIFIED MAIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES(see front). d 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address E2 leaviinng,the receipt attached and present the article at a post office service window or hand it to j your rura�'c ntrjj,lno extra charge). Q) 6.4•, "'.trap � 1,2. If y6 do not fthis receipt postmarked,stick the gummed stub to the right of the return .address"°f the article, date,detach and retain the receipt,and mail the article. C3. If you want%re,ur/erwise, ceipt,write the certified mail number and your name and address on a ret rn receipt cardfiFor611,and attach it to the front of the article by means of the gummed nds`if-s ace ermits'Qf affix to back of article.Endorse front of article RETURN RECEIPT RE,VEST D adjacent to the number. O O O 4. If you want delivery restricted to the addressee,or to an authorized agent of the addressee, Or endorse RESTRICTED DELIVERY on the front of the article. `o 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt.If tL return receipt is requested,check the applicable blocks in item 1 of Form 3611. 1 1 a 6. Save this receipt and present it if you make inquiry. 105603-93-B-0218 • ^ Town of Barnstable Department of Health, Safety, and Environmental Services • e�wareet8, Mom.619- ,� Health Division 367 Main Street, Hyannis MA 02601 Office: 508-790.6265 Thomas A McKean FAX: 508-775-3344 Director of Public HeaM October 11, 1995 Edward Leslie Central Cape Dodge 600 Yarmouth Road Hyannis, MA 02601 ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL CODE,TITLE 5. The septic system owned by you located at 600 Yarmouth Road, Hyannis was inspected on April 18, 1995 by Tistram Weller a Massachusetts licensed septic inspector. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: • Soil absorption system not functioning. • Liquid level in tank was above the outlet invert,liquid level • in leaching pits above inlet inverts, high groundwater table. You are directed to hire a licensed professional engineer (PE) to design a system that will bring the septic system in compliance with 310 CMR 15.00, The State Environmental Code, Title 5 within twenty-one (21) days of your receipt of this letter. You are also directed to hire a licensed septic system installer to install the system components within forty-five(45) days of your receipt of this order. However, the system was not upgraded as ordered. You are further directed to maintain the system by hiring a licensed septage hauler to pump the septic system to prevent discharge of sewage or effluent into the buildings, onto the surface of the ground, or in to surface waters. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean, R.S., C.H. Agent of the Board of Health L I) T n. SENDER: I also wish to receive the y • Complete items 1 and/or 2 for additional services. Complete items 3,and 4a&b. following services (for an extra d • Print your name and address on the reverse of this form so that we can V N return this card to you. feel: N • Attach this form to the front of the mailpiece,or on the back if space 1. ❑ Addressee's Address rn I does not permit. L • Write"Return Receipt Requested"on the mailpiece below the article number. 2 ❑ Restricted Delivery a " • The Return Receipt will show to whom the article was delivered and the date U c delivered. Consult postmaster for fee. y -0 3. Article Addressed to: 4a. Article Number 4b. Sery ce Type QElRegistered ❑ In ;r y ��6 Certified ❑ <0. .y L ❑ Express Mail ❑ e� aRe s Cl f P i 7. Date o <D loverAjw 5. Si re (Addressee)` 8. Addre see's Address(61h1 � rega�ted Y and fee is paid)LU 6. Sign ture (Agent) 0 PS Form 3811, December 1991 *U.S.GPO:1993-352-714 DOMESTIC RETURN RECEIPT I UNITED STATES POSTAL SERVICE Official Business PENALTY FOR PRIVATE USE TO AVOID PAYMENT ' OF POSTAGE,$300 Print your name, address and ZIP Code here BOAPt�Ot HAefth�_�' Town d Ba P.O.Box 534 ;-° : Hyannis,Massachunft 02001 ���11 i31�ll il�li�lliliii?Ili1�lI Z 548 6.41 157 Receipt for -95T Certified Mail No Insurance Coverage Provided mneO Do not use for International Mail VOST"SERME (See Reve se co Sent to Os L Stree and No. P.O.,State and ZIP Code O Postage M E Certified Fee O fl Special Delivery Fee a f;?sS LSte D iyrertiyFee--! s Ife r,y p&cpURt§,WR9 to.Whom&Date Delivered Return Receipt Showing to Whom, Date,and Addressee's Address TOTAL Postage &Fees is Postmark or Date STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, CERTIFIED MAIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES(see front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address m leaving the receipt attached and present the article at a post office service window or hand it to your rural carrier(no extra charge). CIEC 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the return C'W' address of the article, date,detach and retain the receipt,and mail the article. _ L 3. If you want a return receipt,write the certified mail number and your name and address on a � return receipt card,Form 3811,and attach it to the front of the article by means of the gummed co ends if space permits.Otherwise,affix to back of article.Endorse front of article RETURN RECEIPT M. REQUESTED adjacent to the number. O O 4. If you want delivery restricted to the addressee,or to an authorized agent of the addressee, M endorse RESTRICTED DELIVERY on the front of the article. E o` 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt.If LL return receipt is requested,check the applicable blocks in item 1 of Form 3811. U) a 6. Save this receipt and present it if you make inquiry. 105603-93-B-0216 ` r i Town of Barnstable Department of Health, Safety, and Environmental Services . t679039 Health Division 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean FAX: 508-775-3344 Director of Public Heahh May 31, 1995 TO: Winthrop&Nancy Wilbur Central Cape Dodge 600 Yarmouth Road Hyannis, MA 02601 ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL CODE, TITLE 5. The septic system owned by you located at 600 Yarmouth Road, Hyannis was inspected on April 18, 1995 by Tistram Weller a Massachusetts licensed septic inspector. _. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: • Soil absorption system not functioning. • Liquid level in tank was above the outlet invert,liquid level in leaching pits above inlet inverts, high groundwater table. You are directed to hire a licensed professional engineer (PE) to design a system that will bring the septic system in compliance with 310 CMR 15.00, The State Environmental Code, Title 5 within twenty-one(21) days of your receipt of this letter. You are also directed to hire a licensed septic system installer to install the system components within forty-five(45)days of your receipt of this order. You are further directed to maintain the system by hiring a licensed septage hauler to pump the septic system to prevent discharge of sewage or effluent into the buildings, onto the surface of the ground, or in to surface waters. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. PER ORDER OF HE BOARD OF HEALTH Thomas A. McKean, R.S., C.H.O. Agent of the Board of Health . ASSESSORS MAP NO: PARCEL NO: C-2 C� y I Town of Barnstable Department of Health, Safety, and Environmental Services Health Division 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean FAX: 508-775-3344•. Db ector of Public Heft t!1! �ARNBrAfti,R, 1KMfl. �p Nllt� [ENGINEER LETTER] II TO: I t 1, f o 1P '* 1Jr7f ncD W l��` (Date)��� ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL CODE, TITLE 5. he septic system owned by you located at —o o-b6 �� *^5 was inspected on 18 I by `ems M lf(r�r a Massachu etts licensed septic inspector. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15-.00) due to the followin J Lie in � �G ,•�S bo ve r 10 ii1 v e'fs ,ro �Q,•G ki1�4 You are directed to hlre a licensed professional engineer (PE) to design a system that wil bring the septic system in compliance with 310 CMR 15.00, The State Environmental Code, Title 5 within twenty-one (21) days of your receipt of this letter. You are also directed to hire a licensed septic system installer to install the system components within forty- five(45) days of your receipt of this order. You are further directed to maintain the system by hiring a licensed septage hauler to pump the septic system to prevent discharge of sewage or effluent into the buildings, onto the surface of the ground, or in to surface waters. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean, R.S., C.H.O. Agent of the Board of Health Town of Barnstable ASSESSORS MAP NO' — PARCELNO• SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION REPORT Date: April 17, 1995 Owner: Winthrop V. Wilbur, Jr. &Nancy K Wilbur Property address: Central Cape Dodge 600 Yarmouth Road ---- Hyannis,Ma. APR 1 9 1995 HEALTH DEFT: iron OF BARNSTABLE PART A CHECKLIST k Pumping records obtained K System has not been pumped out within the last two weeks X As-built plans obtained X Facility inspected for sewage backup K Site inspected for sewage breakout X System components located pC Septic tank uncovered, opened, and interior inspected � p X Size and location of soil absorption system Occupants instructed on the proper maintenance of subsurface sewage disposal systems a PART B SYSTEM INFORMATION I. Flow conditions A. Residential _ number of bedrooms _ number of residents garbage grinder laundry seasonal use B. Non-residential Calculated flow: 750 gpd Water meter readings: 330 gpd Last date of occupancy: April 17, 1995 II. General information A. Pumping 1. Pumping records: Town of Barnstable- Division of Water Pollution Control 2. Last pumped: March 30, 1995 3. Comments: System was pumped on the morning of our initial site inspection prior to our arrival.. We made an inspection of the interior of the septic tank and leach pits at that time and scheduled our next inspection for two weeks later. B. System information: 1. Type of system: Title V 2. Date installed: June 1979 3. Source of information: Town of Barnstable Health Department 4. Sewage odor detected: no C. Septic tank 1. Depth below grade: 1.5' 2. Material of construction: concrete 3. Dimensions: 8'6"x 4'8"x 5'8" 4. Capacity: 1000 gallons 5. Sludge depth: 3" 6. Top of sludge to bottom of tee: 27' 7. Scum thickness: 2" 8. Top of scum to top of tee: even 9. Bottom of scum to bottom of tee: 12" Comments: Liquid level in tank is above the outlet invert. D. Distribution box 1. Depth of liquid level above outlet invert: 7" Comments: Distribution box is under pavement. Recommend that cast iron manhole cover be installed to finish grade. E. Pump chamber 1. Pumps in working order: Comments: F. Soil absorption system 1. Type of system: (2) 6' x 6' leach pits lined with stone Comments: Liquid level inside the leach pits was above the inlet invert and up into the manhole risers. G. Cesspools 1. Number and configuration: 2. Top of liquid to inlet invert: 3. Depth of solids: 4. Depth of scum layer: 5. Dimensions: 6. Materials of construction: 7. .Groundwater inflow: Comments: III. Sketch of sewage disposal system 6'X 6'LEACH PIT O DIST. \\ p BOX : i `` 1000 GAL ; i SEPTIC TANK ' EXISTING BUILDING IV. Groundwater 1. Depth: 6' 2. Method of determination: On site monitor well and the USGS formula for determining maximum groundwater height. ` PART C FAILURE CRITERIA Backup of sewage into facility? Discharge or ponding of effluent to the surface of the ground or surface water? X Static liquid level in the distribution box? Liquid level in cesspool< 6"below invert or available volume < 1/2 day flow? Required pumping four(4) or more times in the past year? Number of pumpings: Septic tank is metal, cracked, structurally unsound, substantial infiltration, substantial exfiltration, or tank failure imminent? Is any portion of the soil absorption system, cesspool, or privy: C below the high groundwater elevation? within 50' of a surface water? within 100' of a surface water supply or tributary to a water surface supply? within a Zone I of a public well? within 50' of a bordering vegetated wetland or salt marsh(cesspools or privies only)? within 50' of a private water supply well? less than 100' but greater than 50' to a private water supply well with no acceptable water quality analysis? Comments: Soil absorption system(the two leach pits) are not functioning. Recommend replacement with new soil absorption system. ` PART D CERTIFICATION Tristram M. Weller Weller &Associates P.O. Box 119 Yarmouthport, Ma. 02675 I certify that I have personally inspected the sewage disposal system at this address and that the information reported is true, accurate, and complete as of the time of inspection. The inspection was performed and any recommendations regarding upgrade, maintenance, and repair are consistent with my training and experience in the proper function and maintenance of on-site sewage disposal systems. I have not found any information which indicates that the system fails to adequately protect public health or the enviroment as defined in 310 CMR 15.303. Any failure criteria not evaluated are as stated in the Failure Criteria section of this report. 7C I have determined that the system fails to protect public health and the enviroment as defined in 310 CMR 15.303. The basis for this determin- ation is provided in the Failure Criteria section if this report. Signed: Date: cc: Town of Barnstable Health Department Atty. Patrick Butler Edward A. Leslie JC ENGINEERING, Inc. .p Civil & Environmental Engineering. 5 Roundhill Blvd. Egst.Wareham,,Massachusetts 02538 � ,,Ph: 508.2,73-03.77-Fq =508-273-0367 August 23., 2002 Mr. Thomas.A. McKean, RS, CHO Public Health Division Town of Barnstable 200 Main Street, Hyannis,MA 02601 Dear Mr. McKean: This is to inform you that Central Cape Dodge has retained our services to prepare a plan to upgrade the existing, failed septic system at their property located at 600 Yarmouth Road. This new plan would supercede the plan previously approved under permit number 200433, We believe that a simpler, more economical design would better serve the site while also protecting the underlying aquifer. We have begun:ourrwork and intend to submit an application within the next two,weeks. As you may be aware, Central Cape Dodge has applied for a building permit to renovate the existing showroom and maintenance building on the site. On behalf of Central Cape Dodge, we ask that you accept this letter-as evidence of:.Central-Cape Dodge's intent to proceed with the septic system upgrade, and that.you approve the:building permit-application. Thank you for your consideration of this matter. Please call either Sam Jensen or me if you have any questions. Sincerely, �t"� ohn L. Churchill, P.E. SPY Cc: Mr. Nicholas Milione Central Cape Dodge 08/26/2002 21:20 5087753822 CENTRAL CAPE DODGE PAGE 03 JC ENGINEERING, Inc. Civil & Environmental Engineering 5 Roundhiil Blvd. East Wareham,Massachusetts 02,538 Ph. 508-2 73-03 77 Fax 50872 73-036 7 August 23, 2002 Mr. Thomas A_ McKean, RS, CHO Public Health Division Town of Barnstable 200 Main Street, Hyannis, MA 02601 Dear Mr. McKean: This is to inform you that Central Cape Dodge has retained our services to prepare a plan to upgrade the existing, failed septic system at their property located at 600 Yarmouth Road. This new plan would supercede the plan previously approved under permit number 200433_ We believe that a simpler, more economical design would better serve the site while also protecting the underlying aquifer. We have begun our work and intend to submit an application within the next two weeks. As you may.be aware,Central Cape Dodge has applied for a building permit to renovate the existing showroom and maintenance building on the site. On behalf of Central Cape Dodge,we ask that you accept this letter as e%i, dence of Central Cape,Dodge's intent to proceed with the septic system upgrade, and that you approve the building pern iit application. Thank you for your consideration of this matter. Please call either Sam Jensen or me if you have any questions. Sincerely, ohn L. Churchill,P.E. SPJ/ Cc: Mr.Nicholas Milione Central Cape Dodge 08/26/2002 21:20 5087753822 CENTRAL CAPE DODGE PAGE 02 - - FACSIMILE COVER SHEET ' ' � � l ilUlU�IUIIIIUIIIUBI�IIUHIf��I�IIIUII�IIIMIIUhIUIIIIUUUIIUI�UUIVUIUIIUIUIII�UIUIIIUIIII�I�IIUIUIIII�I�iUIUUI��IUiII�lUU1UUlUIWUI�UIIUIUII�UIUIUIMIH,�J�UUI�UI��I��IIIUURI UIIIINII�IIIIU�UIDIUIUI�NI��IIUUIMI�I�I�UII�IIIIIUMIIgUIIIUIHIN�lU11UUIIII�IUIUV�UI pl�IUIUII IUUUIUIU�I�IIUIRUIIMf�IN JC Engineering, Inc. Civil&Environmental Services Telephone: 508-273-0377 5 Roundhill Blvd. Facsimile: 508-273-0367 East Wareham,MA 02538 MNNININININI�M�NIINNGNINIMININIMINflNININININIIPNNIINIflIII}IINIIII@IIpIIIIIIIIINN�MInIlnlflflflllfllllplNNIIIIINpIflNNIIIIIIININIIII!IINIIINIBNINIIIIIIII�NIIIIILpI11NINIINNNflINIIIIINII�flIIINNIIIIIINININIflIIIIIINININbIQ@IIIN!IIIIIIININIIINNIINIIIImINflMIIIIIINNIIINfIrIIVNIN�INIIIIfl19111U��INIINYNNIINI�NVIII�IIIIfl19@INaNIflINININII TO: Nicholas Milione FAX# : 1-508-775-3822 FROM: Sam Jensen DATE: August 20, 2002 PAGES: 2 (including cover) RE: Central Cape Dodge Septic Upgrade COMMENTS: Please review the attached letter.addressed to.the Barnstable;Public,Health Division. We'll send it out,as soon"`as we hear back'froin V v � 1 I This message is intended only for the use of the individual or entity to which It Is addressed,and may contain Information that Is privileged, confidential and exempt from disclosure under applicable law. If the reader of this message is not the Intended recipient,or the employee of agent responsible for delivering the message to the intended recipient,you are hereby notified that dissemination,distribution or copying of 'this communication is strictly prohibited. If you have received this communication In arror,please notify us Immediately by telephone,and return the original meeeage to us at the above address via the U.S.Postal Service, VI N Fee o. s THE COMMONWEALTH Of MASSACHUSETTS 33 Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF;sBARNSTABLE, MASSACHUSETTS r 01ppfication for Digpool *,,pgtem Congtruction Permit Application for a Permit to Construct )Repair air Upgrade( Abandon El Complete System ❑Individual Components PP ( P (� Pg ( )Abandon( ) P Y P Location Address or Lot No. 600 Owner's Name,Address and Tel.No. Assessor's Map/Parcel 39,:5! Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. oos�jC 6 Gar �� Po 00f,A-s��, a�s�.s,r�2r� oz�30 cd-ee) Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building 4urD o7,94EZ 4' No. of Persons 3,5— Showers( ) Cafeteria( ) Other Fixtures h?E/°a� Design Flow/,D -i e ql 1 Z 4y=Z/00 gallons per day. Calculated daily flow 621VJ gallons. Plan Date lo/ a1 O Number of sheets \3 Revision Date ,_;;L i Od Title s�a� eF�� ssc �lrPos�csiG� Size of Septic Tank Z Q17nin rirt ' YW-7 t ZZvFi Type of S.A.S. iR[;V 0-4 4ES Description of Soil yFE 96pe O-Z" Brr.&O `� �7GG .�s�H L'oJ�iPSGy S�4>lll��25� =/Z(o " �Lc y Nature of Repairs or Alterations(Answer when applicabl LA Date last inspected: Agreement: The undersign grees to We a construction and maintenance of the afore described on-site sewage disposal system in accordance with provi ' of itl 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance h en is ed by t s Board of Health. i ned Date Application Approved by Date Application Disapproved for the ollowing reasons Permit No. J2 Date Issued I THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired Upgraded( ) Abandoned( )by at 600 n-i &2 it/ ha!i OLeaAonstructed in accordance with the pr visions of Title 5 and the for Di posal System Construction Permit No. ted Installer Designer s9, vK. G?icso c! 9 The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. ^ 33 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migogai *pgtem Construction Permit Permission is hereby granted to Construct( )Repair(J—)`Upgrade( )Abandon( ) System located at lazy ez), . &i�i�a.tl ys s and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: Approved by trL. "r,�'.'°s"- *;?'tr t ., .- •_r�.-r.'+ 'k� �• k., .,., AA wyY ,,, w•:..-. .. ., r;--'• , 4 { t t a+ � k �a4iar4a� Fee 0 L __..THE..COMMONWE LT OF MASSACHUSETTS Entered in computer: V �; Yes PUBLIC HEALTH DI', SION - TOWN; F BARNSTABLE, MASSACHUSETTS 0[ppYication for Oigoiol *p�tem Cow6truction.permit � Application.for a Permit to Construct( )Repair Upgrade ) ,Bandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 60O 4/iCzitl Owner's Name,Address and Tel.No. Tie Assessor's Map/Parcel �U�G� .�E. te7 %sue. Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. .TosexH F /xA<tnsW <,/rC-SCW '17 10. /X/C, r��sc� oZlv3o -- (SaB) 3�r -j Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( ) Other Type of Building 070 ,ACES f No.of Persons &,5- Showers( ) Cafeteria( ) Other Fixtures �G-"PA�.�� ?3•� ��s�� /f� Design-Flow 1,�O d 1234 �00 gallons per day. Calculated daily flow 621Vj gallons. Plan Date lo/ alo0 Number of sheets 3 Revision Date T-1 Title st�asu�E?F.¢�E SeGJ�GE /sPriS�C , /G�t/ Size of Septic Tank Z�dhtR�yei�d��/T' S��// t Z208 Type of S.A.S. TR&-;v 0/-,(4 5' " 'Description of Soil / jt, F- 96 9 ti * O-Z" 3/r. 06Nc' FiCG y Cds� 5.4rvi� Nature of Repairs or Alterations(Answer when applicable Date last inspected: I -/ Agreement: 1 The undersign d agr' ees to s a construction and maintenance of the afore described on-site sewage disposal system J _ . t in accordance with th provision of id 5 of the Environmental Code and not to place the system in operation until-a Certifi- cate of Compliance ha e n iss ed by th s Board of Health. , t tiedDate Application Approved by Dater Application Disapproved for the following reasons Permit No. Date Issued f - THE COMMONWEALTH OF MASSACHUSETTS - BARNSTABLE, MASSACHUSETTS Certificate of Compliance , THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( ")Upgraded( ) Abandoned( )by' at e,00 <ris aze-ems k Z K rA Al Al✓ has een nstructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ted Installer Designer .4, e". Wlesc�w n The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. c/ Fee THE COMMONWEALTH OF MASSACHUSETTS `w PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS , Mizpoml 6peum Construction 4ermit Permission is hereby granted to Construct( )Repair W3 Upgrade( )Abandon( ) System located at Wiz),-y NfZp' x"VIJ and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. ,Provided:Construction must be completed within three years of the date of this permit. Date: Approved by /—J Bernard J.Young, P.E. A.M.WILSON P.O. Box 1539 CENTRAL CAPE DODGE Dernispor%MA 02639-5539 7/14/00 PRESSURE DISTRIBUTION CALCULATION Description Symb. Equation/Input Dimension Value DELIVERY SYSTEM MEYERS SRM4 HEAD AT ZERO FLOW INPUT FT 19.60 SLOPE NEAR OPERATION PT. INPUT FT/GPM -0.16 MAX PUMP Q INPUT GPM 80.00 TRIAL FLOW RATE Q INPUT GAL/MIN �',� 1!�,�,��,�.�'« + oil ' LENGTH OF DELIVERY PIPE Lp INPUT FT 25.00 DIAMETER OF PIPE D INPUT IN 3.00 FLOW VELOCITY V Q/7.48/60/(D/12)^2/(PI/4) FPS 2.32 NUMBER OF ELBOWS Nei INPUT DIMENSIONLESS 8.00 EQUIVALENT LENGTH Lequiv 30/12*D FT 60.00 TOTAL LENGTH L Lp+Lequiv FT 85.00 HEAD LOSS IN DELIVERY PIPE Hdel L*(3.55Q/(150-DA2.63))^1.85 FT 0.58 STATIC HEAD Hstatic(MAX @ SUMP LEVEL) INPUT FT 7.56 HEAD AVAILABLE Hpump USING PUMP EQUATION FT 11.52 HEAD INTO MAN SEG 1 H1 Hpump-Hstatic-Hdei FT 3.38 LATEAL COEFFICIENT C INPUT(FROM LATERAL DESIGN,GAUMIN/FT^1/2 14.05 DISCHARGE INTO MANIFOLD Q1 C*H1^0.5 GAUMIN 25.83 MANIFOLD NUMBER OF MANIFOLD SEGS NM INPUT DIMENSIONLESS 2.00 HEAD INTO MAN SEG Hi PREV STEP FT 3.38 FLOW RATE MANIFOLD SEG Qi Q1=Q GAL/MIN 25.27 LENGTH OF MANIFOLD SEG Li INPUT FT 30.00 DIAMETER OF MANIFOLD Di INPUT IN 3.00 FRICTION FACTOR Fi 0.00098*Qi^1.85 DIMENSIONLESS 0.39 HEAD LOSS Hi ((Li*Fi)^0.21/Di)^4.76 FT 0.06 HEAD INTO LATERAL H1 H1-Hi All FT 3.32 DISCHARGE INTO LATERAL Qi C*H1^0.5 GAUMIN 25.59 SUM OF LATERAL FLOWS 51.18 TRIAL Q 51.10 ERROR -0.08 HEAD OF SYSTEM H Hdel+Hstatic+Hi+H1 FT 11.52 Bernard J.Young,P.E. A.M.WILSON P.O.Bog 1539 CENTRAL CAPE DODGE Dennisport,MA 02639-5539 7/14/00 PRESSURE DISTRIBUTION:LATERAL DESIGN (Metcalfe&Eddy Method) Line Description Symb. Equation/Input Dimension Value 1 Diameter of Lateral D Input in. 3_00 2 Diameter of Orifice d Input in. 0.31 3 Number of Laterals N Input dimensionless 2.00 4 Length of Lateral L Input ft. 70.00 5 Orifice Spacing s Input ft. 6.00 6 Orifices per lateral n Input dimensionless 12 7 Design Flow Qd. Input gal/day 2100 8 Doses per day Ndos Input 1/day 8 9 Flow per dose Qdos Qd./Ndos gal/dose 263 10 Orifice discharge head h Input ft. 3.32 11 Discharge per lateral Vol Qd./N gal/(lat-dose) 131 12 Flowrate in last orifice qn 2.46*0.61*d2* (2*32.174*h)0' gal/min 2.13 13 Fiowratre in each Lateral Q n*qn gal/min 25.60 14 Headloss in Lateral hfp 10.5*4Q/150)1.85*D-4'87 ft. - 0.13 15 Headloss in Distribution Pipe hfdp hfdp=hfp/3 ft. 0.04 16 Headloss on first orifice hl h+hfdp ft. 3.36 17 Uniformity coefficient in (h/hl)o'S dimensionless 0.9934 18 Duration of dose t vol/Q min. 5.13 19 Lateral head/flow coefficient C Q/h0-5 gal/min/ft^1/2 14.0490 t SRM4 4/10 Horsepower Residential Sewage Pump / ADVANTAGES BY DESIGN DURABLE MOTOR WILL DELIVER MANY YEARS OF RELIABLE SERVICE. ■ Oil-filled motor for maximum heat dissipation and continuous bearing lubrication, ■ Overload protected shaded pole motor E eliminates starting switches. ■ Recessed vortex impeller provides minimal radial loading for long bearing life, THE SRM4P IS ENGINEERED FOR MANY YEARS OF " MAINTENANCE-FREE OPERATION. q'(ry ■ Wide-angle piggy-back float switch for maxi- mum draw down. (Automatic models) ■ Pump can be operated manually by unplug- ging piggy-back switch and plugging pump directly into outlet(Automatic models). ■ Recessed vortex impeller operates completely out of volute and provides free flow through passage for solids and liquids. PRODUCT CAPABILITIES Capacities To 95 gpm 3601mp Heads To 18 ft. 5.5 m 19 ft,shutoff 5.8 m Pump Down Range Float Switch 7 to 14 in. 178 to 356 mm Solids Handling Capacity 2 in. 50.8 mm Liquids Handling raw sewage,effluent, drain water Intermittent Liquid Temp. up to 1407F7 up to 600C Motor 4/10 HP shaded pole 1550 RPM Electrical 115V,12A or 230V,6A, 10,60 Hz. Acceptable pH Range 5-9 U ETA SP C Discharge,NPT 2 in. 50.8 mm I �! Minimum Sump Diameter •■■••• Simplex 18 in. 457 mm Duplex 30 in. 762 mm Construction Materials THE SRM4 MINI NON-CLOG PUMP IS THE MOST RELIABLE Motor Housing cast iron,Class 30,ASTM A48 4/10 HORSEPOWER RESIDENTIAL SEWAGE PUMP AVAIL- ABLE TODAY. The SRM4 is a plumbers/contractors dream.., volute case cast iron,class 30,ASTM Aaa it will not clog) Its recessed impeller design allows 2"solids Impeller recessed,thermoplastic to pass freely through the volute without the chance of jamming the impeller, The SRM4 series pump has a Power Cord 20 bt. n a d ceramic mic national field-proven record of reliability, Look to your Mechanical seal carbon and ceramic Myers distributor for the answer to your residential sewage handling needs ... and across the counter will be the Myers mini non-clog,the SRM4. It works for youl For more infor- mation,call your Myers distributor today, or the Myers Ashand,Ohio sales office at 419/289-1144, WHERE INNOVATION MEETS TRADITION Myers 14 1SRM4 4/10 Horsepower Residential Sewage Pump DIMENSIONS MECHANICAL FLOAT SWITCH Mercury-free, 900 angle _ operation. (Piggyback models only). 71 a 4/10 HP MOTOR Pressed in place and 33-3#III Oil-filled for best POWER CORD alignment and heat Quick-disconnect transfer. Built-in watertight fitting, overload protection. MOTOR HOUSING Heavy cast iron for DUAL THRUST efficient heat tansfer. WASHERS, SLEEVE BEARINGS Oil lubricated, 2�} enhance smooth CAST IRON VOLUTE operation and I Passes 2"diameter extend pump life, solids. I I PERFORMANCE CURVE CAPACITY LITERS PER MINUTE ° "0 '20 i"° Z00 2b 2"° 320 ]8° Z 20y.. MECHANICAL SHAFT RECESSED IMPELLER � ° • � � ;: ��' � :� SEAL Operates out of volute o _ r Carbon and ceramic passage,allowing faces,body is stationary, maximum flow of liquids prevents string or trash and solids. °°'d ° 2° 3° b' S0 "o T° ° from winding on seal. CAPACITY GALLONS PER MINUTE K3305 9/95 MYWS F. E.Myers, 1101 Myers Parkway,Ashland,Ohio 44805-1969 Printed in U.S.A. 419/289-1144, FAX:419/289-6658,TLX:98-7443 Myers(Canada),269 Trillium Drive,Kitchener,Ontario N2G 4W5 aRi"rl°wRx 519/748-5470,FAX:519/748-2553 ® SOYINK SRM4 4/10 Horsepower Residential Sewage Pump DIMENSIONS MECHANICAL FLOAT SWITCH Mercury-free, 900 angle operation. (Piggyback models only), a 4110 HP MOTOR / Pressed in place and # Oil-filled for best f POWER CORD alignment and heat L� Quick-disconnect transfer, Built-in watertight fitting. overload protection, kju MOTOR HOUSING Heavy cast iron for DUAL THRUST efficient heat tansfer. WASHERS, SLEEVE BEARINGSOil lubricated, 12�enhance smooth CAST IRON VOLUTE operation and Passes 2"diameter extend pump life. solids. I ' PERFORMANCE CURVE CAPACITY IITERS PER MINUTE .'J 0 .o °o zo ie0 zoo zw zeo �m w0 ]0 i4 H�I•ct� 3 ,'4 Z csd u w fi x 3 MECHANICAL SHAFT RECESSED IMPELLER ° T SEAL Operates out of volute a Carbon and ceramic passage,allowing faces,body is stationary, maximum flow of liquids r ; t Aprevents string or trash .. L and solids. ° 10 . . b W ' TC M 90 ;W ° from winding on seal. CAPACITY GALLONS PER MINUTE K3305 9/95 F. E. Myers, 1101 Myers Parkway,Ashland,Ohio 44805-1969 Printed in U.S.A. myws 419/299-1144, FAX:419/289-6658,TLX:98-7443 Myers(Canada),269 Trillium Drive,Kitchener,Ontario N2G 4W5 ® veierEovn 519/748-5470,FAX:519/748-2553 SO'YINK SRM4 4/10 Horsepower Residential Sewage Pump ADVANTAGES BY DESIGN DURABLE MOTOR WILL DELIVER MANY YEARS OF RELIABLE SERVICE. ■ Oil-filled motor for maximum heat dissipation and continuous bearing lubrication, ■ Overload protected shaded pole motor eliminates starting switches, ■ Recessed vortex impeller provides minimal radial loading for long bearing life. e a1 THE SRM4P IS ENGINEERED FOR MANY YEARS OF MAINTENANCE-FREE OPERATION. l.s ■ Wide-angle piggy-back float switch for maxi- mum draw down.(Automatic models) z Pump can be operated manually by unplug- ging piggy-back switch and plugging pump directly into outlet(Automatic models). ■ Recessed vortex impeller operates completely out of volute and provides free flow through passage for solids and liquids, . . PRODUCT CAPABILITIES Capacities To 95 gpm 360 Imp Heads To 18 ft. 5.5 m 19 ft.shutoff 5.8 m Pump Down Range Float Switch 7 to 141n. 178 to 356 mm Solids Handling Capacity 2 in, 50,8 mm Liquids Handling raw sewage,a uen, drain water Intermittent Liquid Temp. up to 140OF up to 600C Motor 4110 HP shaded pole 1550 RPM Electrical 115V,12A or 230V,6A, 10,60 Hz, Acceptable pH Range 5-9 Discharge,NPT 2 in, 50.8 mm Minimum Sump Diameter Simplex 18 in. 457 mm Duplex 30 in, 762 mm Construction Materials THE SRM4 MINI NON-CLOG PUMP IS THE MOST RELIABLE Motor Housing cast iron,Class 30,ASTM A48 4/10 HORSEPOWER RESIDENTIAL SEWAGE PUMP AVAIL- Volute Case cast iron,Class 30,ASTM A48 ABLE TODAY. The SRM4 is a plumbers/contractors dream... it will not clog) Its recessed impeller design allows 2"solids Impeller recessed,thermoplastic to pass freely through the volute without the chance of jamming the impeller, The SRM4 series pump has a Power cord 20 ft, 16/3 SJTW/SJTW-A national field-proven record of reliability. Look to your Mechanical seal carbon and ceramic Myers distributor for the answer to your residential sewage handling needs ... and across the counter will be the Myers mini non-clog,the SRM4. It works for youl For more infor- mation, call your Myers distributor today, or the Myers Ashand,Ohio sales office at 419/289-1144. WHERE INNOVATION MEETS TRADITION myws v 30 ! I 25 i f i y� I 1 ILL- Li i I 2.0 ! 6 I- • z W 15 I I w tt Q 10 ! 3 Q IF f O - - +-+ - - - 0 0 r 0 10 30 40 0 60 90 100 r�.m. CAPACITY GALLONS PER M I NUTS Bernard J.Young, P.E. A.M.WILSON P.O. Box 1539 CENTRAL CAPE DODGE Dennisport, MA 02639-5539 7/14/00 PRESSURE DISTRIBUTION CALCULATION Description Symb. Equation/Input Dimension Value DELIVERY SYSTEM MEYERS SRM4 HEAD AT ZERO FLOW INPUT FT 19.50 SLOPE NEAR OPERATION PT. INPUT FT/GPM -0.16 MAX PUMP Q INPUT GPM 80.00 TRIAL FLOW RATE Q INPUT GAUMIN lIil,��iiiil� il11�'m�! 10,1! LENGTH OF DELIVERY PIPE Lp INPUT FT 25.00 DIAMETER OF PIPE D INPUT IN 3.00 FLOW VELOCITY V Q/7.48/60/(D/12)"2/(P1/4) FPS 2.32 NUMBER OF ELBOWS Nei INPUT DIMENSIONLESS 8.00 EQUIVALENT LENGTH Lequiv 30/12*D FT 60.00 TOTAL LENGTH L Lp+Lequiv FT 85.00 HEAD LOSS IN DELIVERY PIPE Hdel L*(3.55Q/(150-DA2.63))^1.85 FT 0.58 STATIC HEAD Hstatic(MAX @ SUMP LEVEL) INPUT FT 7.56 HEAD AVAILABLE Hpump USING PUMP EQUATION FT 11.52 HEAD INTO MAN SEG 1 H1 Hpump-Hstatic-Hdel FT 3.38 LATEAL COEFFICIENT C INPUT(FROM LATERAL DESIGN,GAUMIN/FT^1/2 14.05 DISCHARGE INTO MANIFOLD Q1 C*H1^0.5 GAUMIN 25.83 MANIFOLD NUMBER OF MANIFOLD SEGS Nm INPUT DIMENSIONLESS 2.00 HEAD INTO MAN SEG Hi PREV STEP FT 3.38 FLOW RATE MANIFOLD SEG Qi Q1=Q GAUMIN 25.27 LENGTH OF MANIFOLD SEG Li INPUT FT 30.00 DIAMETER OF MANIFOLD Di INPUT IN 3.00 FRICTION FACTOR Fi 0.00098*Qi^1.85 DIMENSIONLESS 0.39 HEAD LOSS Hi ((Li*Fi)^0.21/Di)^4.76 FT 0.06 HEAD INTO LATERAL H1 HI-Hi FT 3.32 DISCHARGE INTO LATERAL Qi C*H1"0.5 GAUMIN 25.59 SUM OF LATERAL FLOWS 51.18 TRIAL Q 51.10 ERROR -0.08 HEAD OF SYSTEM H Hdel+Hstatic+Hi+H1 FT 11.52 Bernard J.Young,P.E. A.M.WILSON P.O.Box 1539 CENTRAL CAPE DODGE Dennisport,MA 02639-5539 7/14/00 PRESSURE DISTRIBUTION:LATERAL DESIGN (Metcalfe&Eddy Method) Line Description Symb. Equation/Input Dimension Value 1 Diameter of Lateral D Input in. 3.00 2 Diameter of Orifice d Input in. 0.31 3 Number of Laterals N Input dimensionless 2.00 4 Length of Lateral L Input ft. 70.00 5 Orifice Spacing s Input ft. 6.00 6 Orifices per lateral n Input dimensionless 12 7 Design Flow QdeS Input gal/day 2100 8 Doses per day Ndos Input 1/day 8 9 Flow per dose Qdos Qdes/Ndos gal/dose 263 10 Orifice discharge head h Input ft. 3.32 11 Discharge per lateral Vol Qdos/N gal/(lat-dose) 131 12 Flowrate in last orifice qn 2.46*0.61*d2* (2*32.174*h)0" gal/min 2.13 13 Flowratre in each Lateral Q n*q„ gal/min 25.60 14 Headloss in Lateral hfp 10.5*L(Q/150)1.85*D-4'87 ft. 0.13 15 Headloss in Distribution Pipe hfdp hfdp hfp/3 ft. 0.04 16 Headloss on first orifice hl h+hfdp ft. 3.36 17 Uniformity coefficient in (h/hl)0" dimensionless 0.9934 18 Duration of dose t Vol/Q min. 5.13 19 Lateral head/flow coefficient C Q/ho'5 gal/min/ft^1/2 14.0490 SRM4 4/10 Horsepower Residential Sewage Pump /-- ADVANTAGES BY DESIGN DURABLE MOTOR WILL DELIVER MANY YEARS OF RELIABLE SERVICE. ■ Oil-filled motor for maximum heat dissipation and continuous bearing lubrication. �. ■ Overload protected shaded pole motor eliminates starting switches. ti. ■ Recessed vortex impeller provides minimal radial loading for long bearing life, f n THE SRM4P IS ENGINEERED FOR MANY YEARS OF j MAINTENANCE-FREE OPERATION. ■ Wide-angle piggy-back float switch for maxi- mum draw down. (Automatic models) ■ Pump can be operated manually by unplug- ging piggy-back switch and plugging pump directly into outlet(Automatic models), ■ Recessed vortex impeller operates completely out of volute and provides free flow through passage for solids and liquids. PRODUCT CAPABILITIES Capacities To 95 gpm 360 Imp Heads To 18 ft, 5,5 m 19 ft.shutoff 5.8 m Pump Down Range Float Switch 7 to 14 in. 178 to 356 mm Solids Handling Capacity 2 in, 50,8 mm Liquids Handling raw sewage,effluent, drain water Intermittent Liquid Temp, up to 140OF up to 600C Motor 4/10 HP shaded pole 1550 RPM Electrical 115V,12A or 230V,6A m 10,60 Hz, Acceptable pH Range 5-9 Discharge,NPT 2 in. 50.8 mm C p Minimum Sump Diameter Simplex 18 in. 457 mm Duplex 30 In. 762 mm Construction Materials HE SRM4 MINI NON-CLOG PUMP IS THE MOST RELABLE Motor Housing cast iron,Class 30,ASTM A48 4/10 HORSEPOWER RESIDENTIAL SEWAGE PUMP AVAIL- ABLE TODAY. The SRM4 is a plumbers/contractors dream... Volute Case cast iron,Class 30,ASTM A48 it will not clog) Its recessed impeller design allows 2"solids Impeller recessed,thermoplastic to pass freely through the volute without the chance of jamming the impeller. The SRM4 series pump has a Power Cord 20 ft. 16/3 SJTW/SJTW-A national field-proven record of reliability Look to your Mechanical Seal carbon and ceramic Myers distributor for the answer to your residential sewage handling needs ... and across the counter will be the Myers mini non-clog,the SRM4. It works for youl For more infor- mation,call your Myers distributor today,or the Myers Ashand,Ohio sales office at 419/289-1144, WHERE INNOVATION MEETS TRADITION Myers SRM4 4/10 Horsepower Residential Sewage Pump DIMENSIONS MECHANICAL FLOAT SWITCH Mercury-free, 900 angle operation. (Piggyback models only). T _ @ i 4/10 HP MOTOR Pressed in place and Oil-filled for best POWER CORD alignment and heat Quick-disconnect transfer. Built-in watertight fitting, overload protection, &JU- PERFORMANCE MOTOR HOUSING Heavy cast iron for DUAL THRUST efficient heat tansfer. WASHERS, SLEEVE BEARINGSOil lubricated,enhance smooth CAST IRON VOLUTE operation and I Passes 2"diameter extend pump life, solids. CURVE I C.PACITY LITERS PER MINUTE V I o 'o Ra 120 ,6o Soo 2,0 2RR S2o Jba 30 21 W li 20 C n, I k aw MAT Z MECHANICAL SHAFT RECESSED IMPELLER SEAL Operates out of volute ' t s +i Carbon and ceramic passage, allowing faces, body is stationary, maximum flow of liquids t 8 ti wl prevents string or trash and solids. °° 1° =0 30 .° 5R RC 7o R° RR ° from winding on seal. CAPACITY GALLONS PER MINUTE K3305 9/95 F. E. Myers, 1101 Myers Parkway,Ashland,Ohio 44805-1969 Printed in U.S.A. myws 419/289-1144, FAX:419/289-6658,TLX:98-7443 Myers(Canada),269 Trillium Drive,Kitchener,Ontario N2G 4W5 PRINTER WITN 519/748-5470,FAX:519/748.2553 SOYINK SRM4 4/10 Horsepower Residential Sewage Pump DIMENSIONS MECHANICAL FLOAT SWITCH Mercury-free, 900 angle operation. (Piggyback models only), o 4/10 HP MOTOR Pressed.in place and 011-filled for best POWER CORD alignment and heat 6luick-disconnect transfer, Built-in watertight fitting. overload protection. MOTOR HOUSING Heavy cast iron for DUAL THRUST efficient heat tansfer. WASHERS, SLEEVE BEARINGS Oil lubricated, enhance smooth CAST IRON VOLUTE operation and Passes 2"diameter extend pump life. ( solids, i ' PERFORMANCE CURVE i CAPACITY LITERS PEA MINUTE sY- ° �0 BO i20 i60 200 2r0 260 J20 360 JO s25 ' tSSh r '7tl" k 2y4 e 4h> S�f MECHANICAL SHAFT RECESSED IMPELLERJ a_ 4 � °SEAL Operates out of volute � x ,RI ik 4f Carbon and ceramic passage,allowing - 2 faces, body is stationary, maximum flow of liquids prevents string or trash and solids. ° I. _o 3° lo So w T° m 90 1. from winding on Seal. CAPACITY GALLONS PER MINUTE K3305 9/95 S® F. E. Myers, 1101 Myers Parkway,Ashland,Ohio 44805-1969 Printed in U.S.A. 419/289-1144, FAX:419/289-6658,TLX:98-7443 ® Pei�rE°rmx Myers(Canada519648-5470,Drive, AX:51 Kitchener,8- Ontario N2G 4W5 SOYINK SRM4 4/10 Horsepower Residential Sewage Pump ADVANTAGES BY DESIGN DURABLE MOTOR WILL DELIVER MANY YEARS OF RELIABLE SERVICE. ■ Oil-filled motor for maximum heat dissipation and continuous bearing lubrication, ■ Overload protected shaded pole motor { eliminates starting switches. } ~\ ■ Recessed vortex impeller provides minimal +., radial loading for long bearing life, i THE SRM4P IS ENGINEERED FOR MANY YEARS OF MAINTENANCE-FREE OPERATION. ■ Wide-angle piggy-back float switch for maxi- mum draw down,(Automatic models) ■ Pump can be operated manually by unplug- ging piggy-back switch and plugging pump directly into outlet(Automatic models). ■ Recessed vortex impeller operates completely out of volute and provides free flow through passage for solids and liquids, PRODUCT CAPABILITIES Capacities To 95 gpm 360 Imp Heads To 18 ft. 5.5 m 19 ft.shutoff 5.8 m Pump Down Range Float Switch 7 to 14 in, 178 to 356 mm Solids Handling Capacity 2 in. 50,8 mm Liquids Handling raw sewage,effluent, drain water Intermittent Liquid Temp, up to 140OF up to 600C Motor 4/10 HP shaded pole 1550 RPM Electrical 115V,12A or 230V,6A, 4i 10,60 Hz. Acceptable pH Range 5-9 Discharge,NPT 2 in. 50.8 mm Minimum Sump Diameter Simplex 18 in. 457 mm Duplex 30 in, 762 mm Construction Materials THE SRM4 MINI NON-CLOG PUMP IS THE MOST RELIABLE Motor Housing cast iron,Class 30,ASTM A48 4/10 HORSEPOWER RESIDENTIAL SEWAGE PUMP AVAIL- Volute Case cast Iron,Class 30,ASTM A48 ABLE TODAY. The SRM4 is a plumbers/contractors dream,,, it will not clog) Its recessed impeller design allows 2"solids Impeller recessed,thermoplastic to pass freely through the volute without the chance of jamming the impeller, The SRM4 series pump has a Power Cord 20 ft,16/3 SJTW/SJTW A national field-proven record of reliability, Look to your Mechanical Seal carbon and ceramic Myers distributor for the answer to your residential sewage handling needs .,. and across the counter will be the Myers mini non-clog,the SRM4. It works for youl For more infor- mation, call your Myers distributor today, or the Myers Ashand,Ohio sales office at 419/289-1144, WHERE INNOVATION MEETS TRADITION Myers® TOTAL HEAD IN FEET V6/1 N 0 Ul 0 01 O Ul C-) o Ft C.) --i i p i I I i I 11- I t ...... .... ... O 0 N (ill -P, C9 0) w I-D -,,-o-rAL.- HEAD IN METERS tzCentralaC:ape-Dodge- 600 Yarmouth Rd. Hyannis,MA 02601 Phone 508-775-8424 Fax 508-862-4107 Email mopar@capecodchrylser.com November 24, 1999 Thomas A.McKean Director of Public Health Town of Barnstable P.O.Box 534 Hyannis,MA 02601 Dear Mr.McKean, In response to you letter of November 19, 1999 please be advised that we have contraced Enviro Safe of East Sandwich to complete the closure of our shop drainage sytem,tank and leaching field.As your office is aware, in 1995 after being notified by your department,we had the floor drains in our facility eliminated and cemented in. Your Plumbing Inspector reviewed and signed off on the work. A couple of months ago,your office contacted us requesting the completion of the closure of the system,a requirement we were unaware of.We immediately contacted Envioro Safe and signed a contract with them in October for the removal and closure of the system. According to Envioro Safe,they expect the closure to be completed within the next few weeks. Sincerely, Mark Davidson Town of P le # 9,g Barnstable V T� Department of Health,Safety,and Environmental Services o�TME Public Health Division Date Q, 367 Main Street,Hyannis MA 02601 HARNHYARM Utt6A 039.� Date Scheduled Time/_0_,,,z-� Fee Pd.-A— ,o � t Soil Suitability Assessment for Sewage Disposal Performed By: J ,/'/`i Witnessed By: O�A't`ION: O Nii✓W: tNFO IYIA'I tOIV Location Address ` Y��� Owner's Name P���`.vf1iL J Gs Address Assessor's Map/Parcel:_�Fo`!_r �t ` L.��� � z Engineer's Name � NEW CONSTRUCTION r:/ REPAIR Telephone N Land Use G a R o iA L,— Slopes(%) G 3 Surface Stones Al t5 Distances from: Open Water Body y Oy ft Possible Wet Area 7 ft Drinking Water Well Drainage Way 7 Z 5 tt Property Line 7/ O R Other_SQ.,Ve 1L R x SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 1 I T to zo v3 J� Parent material(geologic) �� Depth to Bedrock Depth to Groundwater: Standing Water in Hole:_AX Weeping from Pit Face Estimated Seasonal High Groundwater - Z o lie;C vL✓ to/Z,A��% DET MI. ilk`ti i i b 1�['V11 xJLt, Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment R. Index Well N _ __. Rending Date:•__ __ Index Well level __i Adj.factor Adj.Groundwater Level PERCO.LATIOI'� :' Date7. aZ abr►tne;1G� �V:; Observation Hole N I Time at 9" Depth of Pere 3 6 Time at 6" r Start Pre-soak Time c(r� a-y Time(9"-6") End Pre-soak /Q /3%oo Rate Min./inch G , / Site Suitability Assessment: Site Passed , Site Failed: Additional Testing Needed(Y/N) /V Or Public Health Division Observation Hole Data To Be Completed on.Back j Copy: Applicant l D,I.;ItI' ( 15 +'X1 ' C1V IO ,Lt" It7CrIblrr# Depth from Soil Horizon Soil Texture Soil Color Soil Other f' Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Ci2risistency.' Gravel) I?i F HAODuG I Z Z`9 j� GoA.+a Gnu )vy2 `t/y niv �vla«i� f/r9X, Rig �b C ' Uar nsv Bona 1 0 ye 14 e R.oiw bI♦EP OBEI2VATIONROLE LOG Hole# Depili from Soil Horizon I Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.° Gravel) 13T35 rt A'I'IOIV nL ,0G dole# Depth from Soil Horizon j'r,',6Soil Texlurc Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,°o Gravel) DEEP OSRATION':HOLh Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. rnn-zi0ency.Vo Gravch FL2QdJn.sUa-n-Ce-Ratg..MaP.t Z S v/ c ,i C.• 9 -/9-g_S' . Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? yd S If not,what is the depth of naturally occurring pervious material? "r Certification I certify that on G `/6 9 S� (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature gate Z ALL -''Z C14/L4/zrjuo Ll.L'j 3U00bL4 f fU l MLKYL t'Aut 61 F,. Aor .21 . 2006 12:32PM 7yw_ G30 y No. 1941 P. 1/3 COMMONWF-ALTH OF MASSACHUSEWS EXECUTIVE OFFICE OF EwiR,ONmENTAL. ' DEPARTMENT OF B"MONMENTAL.PROTECTION SOUTHEAST REGIONAL OFFIG'H APR 25 [F1 9; 24- 20 Riverside Drive,Lakcville,MA 02347 508 946-2700 ML771t0MV8Y Governor v,s{o r4 R PRrrc*rARD Secretary Keu Lieutenant 00N&W ROBERT W_dOi.LTDGiS,Jr_ • 66 Commissioner N a .� FAX COVER SHEET hl FAX (508) 946-2865 TELEP96HE # (508) 946-2851 DATE: April 21, 2006 FROM: Roberta Edwards PLEASE DELIVER TO; Barnstable Board of wealth 508 862 4770 TOTAL NM ER OF PAGES: 3 (INCLUDING COM PAGE) PLEASE CALL IF YOU DO NOT RECEIVE COMPLETE FAX. Return to Compliance, Planet Automotive Thb iaf—doa b avaftbh:bf aumaate format:Qn Deeald M.Comeb ADA Co muter at 6]1d56.M.?DD Sav ce-1->r0a19�2207. I OEP on the World Wide Wsb: Mtlp:j&v w.me&e.pv/dep Pr(MQd an Reryo4d Paper 1d4/14/•117bb 21:'Ly bU88b24(!b UHEKYL HAUE bl APr •21 . 2006 12:32PM 6 COMMON '�of�SAC� LTS t A OFFICE OFEnCUTM pro 1 DEY?,g�NT OFFNVII�t" f1Vi 'fl SO�7,&ST REGIONAL OFF10�E DRN�r LA 20 MVE RSYD ��'E'i�02347 u:t r, STOP'MR g tarp mm goDNXY RoBVRT W„oOLTZDGB'Jr. �,nsalonee (doter EXMM r ieuwnent Governor Agra 13,2006 REo BARNS'TABLE—B" Mr.Ted Bancroft,General Manager 310 CUR 30.000 Planet Automotive,LLC. P.O.Box 1777 Cape Cod Chrysler Dodge liyai=s,Massachusetts 02601 600 yatmouth Road,H_yann s e �CbllII t0 CO�QIIAJ� R EPA ID N1.AD982198210 Hazardous Waste; VSQG Waste Oil:LQG AEP Facility ID#419303 i ACOP-SE•06-9001,2 Dear Mr.Bancroft; On January 11 and 27,2006,Planet Atdomotive,LLC submitted irrfmrmation relative to their Cjqx Cod Chrysler Hodge facility located St 600 Yemmuth Road,Hyatmis.The pU pose of the submittals was to comply witli the requirements outiamed in the DVUtm fs Administrative Consent Order and Notice of Noncompliance effective February310,2006,relative to the lwrdoas Waste Regulslfons as contained in 310 CMR 30.00. Based On the submittal of the above information and ate inspection conducted of the fac7ity on Apra 7,2006,relative to the Hawdona Waste RegNattons,the Depattraent has determined that the violatifts cited in the Orderzefacwjred above bave been corrected. Should you have any questions raktive to these issues at your company, Please contact Steven Rini of this 01r1CC at(508)946-2774. V UAy you, Cxregg MenLhief Compliance and�.anrent Section 731E Erdbretr,dap fs ira0abie Eo aloernd[e rorpl8t Cs11 D®s1fl M.tinmes,At+A Crao,diauor at 07055&3057.TQD&MO.1.90629 420. OEP an the World Wile Web: MIpJM�ww.mass��v�dep PAntpa on ftLwod Paper G41 L4/ZVrJO Ll:L7 OU000L4 f f G --nr- YL rHUG ri 'y Avr 21 , 2006 12 33PM No, 1941 P , 3A 2 -TA /�p/�� n/�Ae REolp�d�rda,600 2 P,�� A P R 25 r �, ,�i cc: DEP-SERO A=;Cad Natho,BWP Dan d'Hedouville tt n -- DEPSERO ATM.Regional Enforcement Office cc: Bamstable Board of Health cc, Brad Lacouture,RE-0 r� oFIME Town of Barnstable • Department of Health, Safety, and Environmental Services '* sextasrnatE, MASS 9. Public Health Division �FD1A0rA P.O. Box 534, Hyannis MA 02601 Office: 508-8624644 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health November 19, 1999 Mr. Jeff Zee, General Manager Central Cape Dodge 600 Yarmouth Rd. Hyannis,MA 02601 ORDER TO COMPLY WITH THE BOARD OF HEALTH FLOOR DRAIN REGULATION,PART II,SECTION 1.00 You are hereby notified on September 28, 1999,the Town of Barnstable Board of Health adopted the attached Floor Drain Regulation. All owners/operators of facilities with floor drains connected into a leaching structure are required to comply with this regulation you have three options: 1. Connect the floor drain to a holding tank. The tank will need DEP approval. The DEP approves two types of holding tanks for this waste: new installations and conversions of existing structures (e.g. oil/water separators). These tanks are for non-hazardous, industrial wastewater. If solvents, antifreeze, oil and other fluids are washed down the drain,the waste is likely to be hazardous. 2. Connect the floor drain to a municipal sewer system, if available. An oil/water separator is required to be installed under this option. This requires a permit from DEP and the Town of Barnstable Department of Public Works along with the sewer connection application. The amount of discharge shall not exceed ten parts per million(10 PPM). 3. Seal the floor drain. Contact your local plumbing inspector for the appropriate filing form. If choosing this option, all previous discharges to the drain must be eliminated at their source. For example, cars should no longer be washed and floors should no longer be hosed down. Therefore, you are directed to comply with this Board of Health Floor Drain Regulation by informing this Division in writing of what your intentions are to comply with this regulation within ten (10) days of receipt of this notice and by completing the work within ninety (90) days. You may request a hearing if written petition requesting same is received within ten(10)days of your receipt of this order letter. Failure to comply with an order of the Board of Health may result in a fine of not less than$200, nor more than$1,000.00. Each day's failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH Thomas A.McKean Director of Public Health Enc. Board of Health Floor Drain Regulation cc: Ed Jenkins, Town of Barnstable Plumbing Inspector , Town of Barnstable � Department of Health, Safety, and Environmental Services r BA M'� Public Health Division 367 Main Street, Hyannis MA 02601 office: 508-790-6265 Thomas A.McKean FAX: 508-775-3344 Director of Public Health November 2, 1995 Mr. Edward Leslie Central Cape Dodge 600 Yarmouth Road Hyannis, MA 02601 Dear Mr. Leslie: RE: CENTRAL CAPE DODGE, 600 YARMOUTH ROAD, HYANNIS On October 27, 1995, Donna Miorandi, Health Inspector for the Town of Barnstable, observed an MDC Trap connected to a leach pit, which is considered and injection well. As mandated under the Federal Safe Drinking Water Act, the state Underground Injection Control (UIC) regulations prohibit potentially polluting discharge to injection wells. Vehicle maintenance operations commonly use unauthorized injection wells, such as floor drains leading to a septic sytem, dry well, or oil/water separator which leads to any subsurface leaching structure. Under the State Plumbing Code (248 CMR 2.09 (1) (c) (3), owners/operators of facilities with floor drains tied to injection wells (or discharging to any surface point) have three options: 1. Seal the floor drain. Contact your local plumbing inspector for the appropriate filing form. If choosing this option, all previous discharges to the drain must be eliminated at theri source. For example, cars should no longer be washed and floors should no longer be hosed down. 2. Connect the floor drain to a holding tank. The tank will need DEP approval. The DEP approves two types of holding tanks for this waste: new installations and conversions of existing structures (e.g. oil/water separators). These tanks are for non-hazardous, industrial wastewater. If solvents, antifreeze, oil and other fluids are washed down the drain, the waste is likely to be hazardous. Y 3. Connect the floor drain to a municipal sewer system, if available. An oil/water separator is required to be installed under this option. This requires a permit from DEP and the Town of Barnstable Department of Public Works along with the sewer connection application. The amount of discharge shall not exceed ten parts per million(10 ppm). In all cases, the owner must file a UIC NOTIFICATION FORM with DEP. You are directed to comply with the state's UNDERGROUND INJECTION CONTROL regulations (310 CMR 27.00) by informing this department in writing of your intentions within ten (10) days of receipt of this notice and completing the work within thirty (30) days. PER ORDER OF THE BOARD OF HEALTH omas A. McKean Director of Public Health Enc. Industrial Floor Drains cc: Ed Jenkins, Town of Barnstable Plumbing Inspector ' 1 Town of Barnstable B�• Department of Health, Safety, and Environmental Services aetsrtsrAeU& �MA9& �` Public Health Division i639 ♦'O 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean FAX: 508-775-3344 Director of Public Health �99 YAarzmoc� NYAVOIS, MA d01&01 Dear RE: (t jff L' Cif-P6 D:)i�, y�lV��� ©Al �0 ol71 r9QS", D01VIVA M 0RAA0l, N6Ab111�W,5Eril2-F&2 1 N� -7-av As mandated under the Federal Safe Drinking Water Act, the state Underground Injection Control (UIC) regulations prohibit potentially polluting discharge to injection wells. Vehicle maintenance operations commonly use unauthorized injection wells, such as floor drains leading to a septic sytem, dry well, or oil/water separator which leads to any subsurface leaching structure. Under the State Plumbing Code(248 CMR 2.09 (1) (c) (3), facilities with floor drains tied Jto injection wells (or discharging to any surface point) have three options: 1. Seal the floor drain. Contact your local plumbing inspector for the appropriate filing form. If choosing this option, all previous discharges to the drain must be eliminated at theri source. For example, cars should no longer be washed and floors should no longer be hosed down. 2. Connect the floor drain to a holding tank. The tank will need DEP approval. The DEP approves two types of holding tanks for this waste: new installations and conversions of existing structures (e.g. oil/water sep . These tanks are for 0 non-hazardous, industrial wastewater. If solvent' antifreese` it and other fluids are washed down the drain, the waste is likely to be hazardous. 3. Connect the floor drain to a municipal sewer system, if available. An oil/water separator is required to be installed under this option. This requires a permit from DEP and the Town of Barnstable Department of Public Works along with the sewer connection application. The amount of discharge shall not exceed ten parts per million(10 ppm). In all cases, the owner must file a UIC NOTIFICATION FORM with DEP. i 0)6LLo r You are directed to comply with the state's UNDERGROUND INJECTION CONTROL regulations (310 CMR 27.00) by informing this department in writing of your intentions within ten (10) days of receipt of this notice and completing the work within thirty (30) days. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean Director of Public Health CNC® 2 �m 60006-6 CCo C� �6�v�I�C� -ro i CENTRAL- CAPE DODGE ®� P.O:Box 2157 600 Yarmouth Rd. Phone 508-775-8424 HYANNIS, MASSACHUSETTS 02601 ' . LA ' cc THOMAS A. MCKEAN NOVEMBER 13, 1995 9 �> DIRECTOR OF PUBLIC HEALTH TOWN OF BARNSTABLE - PUBLIC HEALTH DIVISION 367 MAIN ST HYANNIS MA 02601 DEAR MR. MCKEAN IN RESPONSE TO YOUR LETTER OF NOVEMBER 2, 1995, WE RECOGNIZE AND ARE RESPONDING TO THE NON—CONFORMITY. WE HAVE CONTRACTED A PLUMBER TO COME IN"THE WEEK OF 11 /20 TO CAP AND SEAL THE FLOOR DRAINS. ' THESE DRAINS HAVE BEEN FUNCTIONALLY INOPOERABLE FOR ` SEVERAL YEARS, BUT WE ARE INSTALLING IRON CAPS AND THEN CEMENTIN(%THE HOLES . WE WILL BE SENDING YOU THE CERTIFICATE AS SOON AS THE WORK IS DONE. MARK DAVIDSON SERVICE AND PARTS DIRECTOR n CENTRAL CAPE DODGE P.O. Box 2157 o 600 Yarmouth Road a Hyannis, MA 02601 Phone (508) 775-8424 o Fax (508) 771-6935 TOWN OF- 50+9057A8t� TV-D L c DI u. + ru�is w liS5. C)'�60 C 3 R l/ L/ejTqc,0 by ` kz S' 71-TL e iv Cis q t) YOU U�) A `�'�v© CO t'es 0 k -Tl Fbj? opy S -Pop,- 0 c 4-ri,ew, /9 Ce k;ACTH ` �1i1 IZ. �`�'1UtC(�/.4 t � `1'�/PP_ ���113t►u� �2�019-�`��P�1 . '' ,. ut(�eS C'0 1 reS' �O s'eIVT- r -to [904 &JAR W ti. I Town of Barnstable UIMM Regulatory Services Building.Division 200 Main Street,Hyannis,MA 02601 5081-8624679 fax 508-862-4725 Initial Site Plan Review Issues& Concerns Applicant: Cadilfac.Cape Cod SPR#: 029-16 Property Address: 600 Yarmouth Road and 93 Rosary Lane;Hyannis Plan dated:9/29/16 Map/Parcel: Map 345,Parcels 021-002 and29 Zoning: B,ArP Overlay Proposal: Applicant is proposing to replace the existing Automobile dealership and construct a new 22,375 s.f.dealership which will include the continued uses of sales and service. Reduction in service use,hazardous material storage,and impervious lot coverage is proposed. The above proposal was reviewed in a site.plan review staff meeting held Tuesday, October 4, 2016 in preparation for the formal site plan review meeting scheduled October 6,2016. The following comments are offered: _ Paul Roma, Buildin 'Co—mmissioner.Chairman • Two lots are proposed to be used together and developed with a structure: The filing of a plan formally removing of the interior lot line.is required. Amanda Ruggiero Assistant Town Engineer—DPW ® A road opening perrriit.will be required. • Request confirmation that all structures in the travel lanes are.H-20 loaded: • A photometric plan is requested. v t,v i An Operation and Maintenance Plan will need to be provided for the drainage sy o�m. �i r° ��,"� • The total suspended solids TSS removal ratio is requested. k v Ilk- � ,,/ �n �,� • Request the purpose of the monitoring wells and status be identified. �- �O x V�� Anna Bri g P ham—Principal Planner—GMD � • The provision of street trees must meet regulations. It appears that 2 or more-additional street trees are required. Elizabeth Hartsarove—Consumer Affairs Supervisor • Parking lot plans will need to meet the rules and regulations in place at the time of the filing of the licensing application. • Current Dealership License will require amending to reflect the proposed plan. Tom McKean—Director,^Health Department, • The proposed project is not approvable at this time by the,Health Division.due to the x o following: p, S The sewage flow exceeds 1,650 allons per day. The Board of Health"may"`require FA a Sp' technology for systems exceeding 1650 gpd. Therefore,the applicant will need to file for k a determination to the Board of Health at a public meeting of the Board before (3D\ proceeding with a building permit application. 1 The applicant did not provide the number of"service bays"proposed for the sewage flow rate of the proposed building. Title V requires sewage flow rates to be determined by the number of"service bays". FORMAL SITE PLAN REVIEW OCTOBER 6,2016 2 5-og 7S� 7g33 bk- r•`' APPLICATION FOR SITE PLAN REVIEW SP#CR�- /� Date: r DRAFT / O` / f�w i� u /04 LOCATION Business Name: Cadillac Cape Cod Estimated Project Cost: Fee: Assessor's Map# 345 Parcel # 021-002 $ $500.00 Property Address: 600 Yarmouth Rd Hyannis, MA 02601 Subdivision Plan 'Dull s1 r' e,ti n r. OWNER OF PROPERTY ANR Plan_ Name: Edward Leslie, TR, Dodge Real Trust Site Plan 0 �0�6 Address: 226 Main Street APPLICANT TOWN OF BAti i'NSTAELIP Centerville, MA 02632 Telephone: Name: Laham Management and Leasing,Inc. Fax: Address: 500 Yarmouth Road, Hyannis, MA Telephone: Fax: ARCHITECT/DEVELOPER/CONTRACTOR/ENGINE ER Name: Atlantic Design Engineers,eers, LLC. AGENT/ATTORNEY Address: PO Box 1051 Sandwich. MA 02563 Name: Michael D. Ford, Esq. Telephone: (508)-888-9282 Address: 72 Main Street, P.O. Box 485 Fax: West Harwich, MA 02671 Telephone: (508) 430-1900 STORAGE TANKS (HAZ MAT/FUEL OR WASTE OIL) Fax: (508)430-9979 (See narrative attached) Existing Proposed ZONING DISTRICT goRhQATION Number Number District B Overla s. W Size Size Lot(s) Area: Above Ground Above Ground Sq ft: 102,594+/- Acress-)36 Fire District Underground Underground Contents Contents Setbacks (ft.): See Plans Attached Front Side Rear UTILITIES Number of Buildings Sewer Public Private X Size Existing 1 Proposed 1 Demolition: 1 Water Public X Private Electric Aerial Underground. TOTAL FLOOR AREA BY USE Gas Natural Propane Existing(sq. ft) Proposed(sq. ft.) Sewage Daily Flow * gpd Basement Residential *GP or WP areas restrict wastewater discharge to 330 Restaurant gallons per acre per day into on-site system. Retail Parking_Spaces Curb Cuts OfOe Medical Office Required W/ Service 57.1 Existing: 3 Commercial 13,703 22,376 Provided 59 Proposed 3 _ Automobile Dealership On-Site To Close_ sales&service Off Site Totals Wholesale(specify) Handicapped Includes 3)handicap spaces w/ (1) Institutional(specify) van accessible space Industrial(specify) Required W/O Service 45.1 All Other:Storage&Stairs *Above number does not include 39 Add. Striped and Gross Floor Area 13,703 22,376 12 Non-Striped Veh Display 110 Total Spaces Q:SitePlan:SPRPG3—02/20/2002 c� Old King's Highway Regional Historic District File # Approved? No Hyannis Main Street Waterfront Historic District File# Approved? No Listed in National and/or State Register of Historic Places? No Previous Site Plan Review File # Approved? No Previous Zoning Board of Appeals File# Approved? No Is the site located in a Flood Area (Section 3-5.1) No In Area of Critical Environmental Concern? No Is the Project within 100' of Wetland Resource Area? No Site sketch—informal presentation Yes Site Plan prepared,wet stamped and signed by a Registered PE and/or PLS. Yes Parking and Traffic Circulation Plan Yes Landscape Plan and Lighting Plan Yes Drainage Plan with calculations and Utility Plan Yes Building Plans, (all floor plans, elevations and cross sections) Yes Note that all signage must be approved by Code Enforcement Office at Building Department Lot(s) area in sq. ft.: 102,594+/- sq. ft. Total Building(s) footprint: 22,375 sq. ft. Maximum Lot Coverage as % of lot Existing 94.58% Proposed 86.65% GROUND WATER PROTECTION OVERLAY DISTRICT REQUIREMENTS: Overlay District(s): WP Lot Coverage (%°) Required 50% Proposed 86.65% Exisitng 94.58% Site Clearing (%) Required Proposed PRINCIPAL BUILDING ACCESSORY BUILDINGS) Number of floors: 1 Height: ft . Number of floors:—Height: ft See Plans Attached FLOOR AREA: FAR: FLOOR AREA: FAR: Basement sq ft. Basement sq ft. First 22,375 sq ft. First sq ft. Second sq ft. Second sq ft. Attic sq ft Attic sq ft. Other(Specify) sq ft. Other(Specify) sq ft. See Plans attached Please provide a brief narrative description of your proposed project: (See Attached) I assert that I have completed(or caused to be completed)this page and the Site Plan Review Application an that,to the of my knowledge, the information submitted here is true. JsieWatuie of Applgant Date PRINTED NAME OF APPLICANT(S): Q:SiteP1an:SPRPG4 02/20/2002 61 Narrative A. As per plans attached, the applicant is proposing to replace the existing automobile dealership and construct anew automobile dealership with retail sales and service located at 600 Yarmouth Road,Hyannis, MA. By way of background, the building was previously used by Cadillac, GMC and Buick as a Class I automobile dealership (13,703 +/- sq ft) consisting of both sales and service. Automobile sales and service is a permitted use as of right in the Business District, however the service portion of the business is deemed to be pre-existing non-conforming as it is also located in in the WP overlay district. The Applicant proposes to improve the site with a new Cadillac dealership (22,375 +/- sq ft),which will also include both sales and service of automobiles within the area shown on the sketch plan. The use will continue to be the same and as a result can be conducted without violating Section 240- 24.1.2.C. of the zoning ordinance, which prohibits the change of a nonconforming use to another nonconforming use in this zoning district. Starting with the Service Use: The use prevailing when the zoning ordinance took effect"automobile sales service and storage" is of the same nature and purpose as the proposed sales and service and storage to be conducted at the premises. The prior dealership (which carried three brands Cadillac/Buick/ GMC) had a total of 15 service lifts (14 Service Lifts and one Alignment. Lift). The existing service area is approximately 4,480 square feet. Existing Service Square foot calculations: 14 Service Lifts x 280 square feet= 3,920 sq ft 1 Alignment Lift x 560 square feet=560 Total Service Area = 4,480+/- sq ft Existing The proposed use will continue to service vehicles in a new state of the art dealership, for one Brand only (Cadillac),which will include only 8 lifts and two detail bays. Among those lifts used for service (7 will be Service Lifts and one Alignment Lift). The total area for the new lifts will be approximately 2,520 square feet. If the detail bays area included(which historically they have not)we would be at approximately 3,080 square feet. A net decrease of-1,400 square feet in service area. Proposed service Square Foot Calculations: 7 Service Lifts x 280 square feet= 1,960 sq ft 1 Alignment Lift x 560 =560 sq ft 2 Detail Bays (if counted) x 280 sq ft= 560 sq ft Total,proposed Service Area=3,080 (Including Detail Bays) As a result,the service exposure and use on the site will be greatly reduced in both the number of service lifts 15 down to 8 (nearly half of what currently exists) and a reduction in overall volume, going from 3 Brands to only one. Q:SitePlan:SPRPG5 02/20/2002 } Iazardous materials: J This number will also be improved with at least a 420+/- gallon reduction in materials stored under the prior dealership operations. The prior dealership had 15 service lifts, 14 containing hydraulic/hazardous fluids. Each lift on average contains approximately 10 gallons of fluids, for a total of 140 gallons. These lifts were used to service all three brands on the site. In addition 14 in-ground lifts which were removed under the floor lifts, each list contained 30 gallons of hazardous materials for a total of 420 gallons. The site also contains two oil tanks consisting of approximately 350 gallons each, for a total of 750 gallons. Further inventory reports submitted to the town also included the following: Acetylene (2) cylinders, Waste antifreeze 55 gallons, windshield washer fluid 250 gallons, waste antifreeze 275 gallons, waste oil 330 gallons, waste oil 275 gallons, Automatic transmission fluid 220 gallons, Motor Oil 500 gallons, Solvent 55 gallons, (12)tanks 111 2-Tetrafluroethan 30 lbs. Total hazardous materials for operation— 1,820 gallons, Acetylene (2) cylinders & (12) tanks 111 2 Tetrafluroethan 30 lbs. The proposed dealership will include only 8 lifts (7 service and 1 alignment) and two detail bays. These 7 smart lifts contain only 19 quarts of soy based bio friendly fluid. As a result of shifting to only one brand and reducing the number of service lifts by (7). (See attached brochure for new Smart Lifts).As indicated above, the removal of the 14 existing lifts (14 lifts 10 gallons each, for a total reduction of-140 gallons)in hazardous materials will be removed from the site. The proposed site will contain two new state of the art double walled oil tanks consisting of 500 gallons each for a total of 1,000 gallons. Hazardous Inventory to be stored on site and used in operations will be: Acetylene (2) cylinders, Waste antifreeze, Transmission& waste oil 500 gallons, windshield washer fluid 200 gallons, Automatic transmission fluid 200 gallons, Motor Oil 500 gallons, Solvent 55 gallons, (12) tanks 111 2-Tetrafluroethan 30 lbs. Total Hazardous materials for operation— 1,400 gallons,Acetylene (2) cylinders & (12)tanks 1.11 2- Tetrafluroethan 30 lbs. The end result will be a reduction in hazardous materials stored on the site. In addition, all new state of the art technology will be implemented throughout. Impervious coverage: The existing site is nearly entirely impervious at 94.58%. The new proposed dealership will be 86.65 % impervious, an improvement of 7.93% from what currently exists. Q:SiteP1an:SPRPG6 02/20/2002 L Town of Barnstable, MA Page 1 of 4 A Town of Barnstable,MA Thursday,October 6,2076 Chapter 36o. On-Site Sewage Disposal Systems Article XIII. Innovative and Alternative Systems § 36o-36. Authority; effective date. In accordance with the provisions of Chapter ill,§3i of the General Laws of the Commonwealth of Massachusetts,3i0 CMR 15.003(3),and for the protection of the public health,safety and welfare,the Town of Barnstable Board of Health adopted the following regulation after a public meeting of the Board of Health on December i8,2001. § 36o-37. Applicability. A. This regulation shall apply to residential and nonresidential development meeting or exceeding the following criteria: (1) Residential development of single-family or multifamily homes, lots and/or residential dwelling units held or controlled in common ownership with a Title 5 design flow of i,650 gallons per day or more of wastewater;and (2) Nonresidential development with a Title 5 wastewater design flow of 1,650 gallons per day or more, and the expansion or change of use of existing nonresidential developments that generate a wastewater design flow above the existing approved design capacity of the system; and (3) In the case of residential condominium developments with a total wastewater design flow of i,650 gallons per day or more,this regulation shall apply in the case of an expansion or change of use upon a determination by the Board that the existing system does not protect the public health,safety and welfare, or, upon a change of ownership or routine inspection if, upon inspection,the system fails inspection as defined in 3io CMR i5.00. B. This regulation shall not apply to lots serviced by the municipal sewer. C. In assessing whether homes, lots and dwelling units are in common ownership on or after the effective date of this regulation,the Board of Health shall consider the factors set forth in 3i0 CMR 15.0ii,in effect on September 11,200i. § 36o-38. Innovative/alternative systems and shared system requirements. A. Consistent with the applicability provisions set forth above,the Board of Health may require any new development,and the expansion,alteration or modification or change in use of an existing http://ecode360.com/print/BA2043?guid=6561787,6561788,6561795,6561809,6561824,65... 10/6/2016 Town of Barnstable, MA Page 2 of 4 development, to utilize an on-site innovative/alternative septic system or a shared innovative/alternative septic system. B. Nitrogen reduction requirement. (1) Consistent with the applicability provisions set forth above,the Board of Health may require the construction, use and maintenance of a Massachusetts Department of Environmental Protection approved innovative/alternative system capable of nitrogen removal for one or more development(s). In making its determination,the Board of Health may consider,but is not limited to,the following criteria: (a) The location of the proposed wastewater disposal system within the watershed to fresh water or marine water resource(s).;and (b) The proximity of the proposed wastewater disposal system to fresh water'and marine water resources and to sensitive environmental receptors. (2) In cases where flows render additional nitrogen removal feasible,the Board of Health may require additional nitrogen removal (i.e. the Board may require use of an innovative/alternative septic system approved by the Massachusetts Department of Environmental Protection at an effluent discharge limit that does not exceed an effluent concentration of io mg/l or less of total nitrogen). (3) The Board of Health may permit the connection of existing development(s) to a shared innovative/alternative system in order to further the goals of this regulation. (4) Shared system requirement. Consistent with the applicability provisions set forth above,the Board of, Health may require the construction, use and maintenance of a shared innovative/alternative septic system for development(s) held in common ownership, as determined by the Board. The applicant shall have the burden of proving that lots and/or dwelling units are not held in common ownership. In making its determination,the Board of Health may.consider,but is not limited to,the following criteria: (a) The proximity of the proposed development to existing and proposed municipal sewer services;and (b) The potential for utilizing municipal wastewater disposal and the amount of time anticipated before municipal services may be provided;and (c) The capacity of municipal wastewater treatment works,now or in the future,to accept the proposed flows from the proposed wastewater disposal system;and (d) Site design,sensitive environmental resources on and off site,and proximity of lots to . the proposed shared system. C. With respect to shared systems,the applicant shall demonstrate to the satisfaction of the Board of Health that the design flow from the proposed development does not exceed the design flow that could have been constructed in compliance with 310 CMR 15.0o, Title 5, without the use of a shared system. § 36o-39. Review criteria. A. The Board of Health may allow use of innovative/alternative and shared innovative/alternative systems,subject to conditions,when it determines,in its sole discretion,the following: (1) For innovative/alternative systems: http://ecode360.com/print/BA2043?guid=6561787,6561788,6561795,6561809,6561824,65... 10/6/2016 Town of Barnstable, MA Page 3 of 4 (a) The proposed system satisfies all technical concerns of the Board of Health; (b) The applicant provides an acceptable operation and maintenance plan; (c) The applicant provides a copy of an acceptable contract with an independent monitoring entity; (d) For new construction, as defined by 310 CMR 15.00, Title 5, the minimum vertical separation distance of the bottom of the.stone underlying the soil absorption system above the high groundwater elevation shall be [1] four feet in soils with a recorded percolation rate of more than two minutes per inch, or [2] five fee in soils with a recorded percolation rate of two minutes or less per inch. This calculation must consider an adjustment for maximum high groundwater conditions as required by Title 5, as well as groundwater mounding below the leaching facility. (2) For shared systems: (a) The applicant demonstrates to the satisfaction of the Board of Health that the design flow from the proposed development does not exceed the design flow which could have been constructed in compliance with 310 CMR 15.100 without the use of a shared system; (b) The applicant proposes acceptable institutional arrangements; (c) The applicant provides acceptable financial assurance; (d) The applicant provides an acceptable Grant of Title 5 Covenant and Easement. B. No approval of a shared system shall be final prior to Massachusetts Department of Environmental Protection review and approval. C. The Grant of Title 5 Covenant and Easement shall be recorded and/or registered with the Barnstable County Registry of Deeds and/or Land Registration Office within 3o days of MADEP final approval. D. The Board of Health may impose any conditions on the use of innovative/alternative and shared systems that it deems necessary to protect the public health,safety and welfare and to carry out the purposes of the Barnstable Local Comprehensive Plan. § 360-40. Enforcement. A. The Board Health, its agent or designee may inspect and sample the innovative/alternative or shared system and/or the facility served by the innovative/alternative or shared system. B. The Board of Health may require the owner or operator of a shared or innovative/alternative system to cease operation of the system and/or to take any other action necessary to protect public health,safety welfare and the environment. § 36o-41. Definitions. The following definitions shall apply to this regulation: CMR Code of Massachusetts Regulations. http://ecode360.com/print/BA2043?guid=6561787,6561788,6561795,6561809,6561824,65... 10/6/2016 Town of Barnstable, MA Page 4 of 4 INNOVATIVE/ALTERNATIVE SYSTEM Including but not limited to: A. Any system designed to chemically or mechanically aerate, separate or pump the liquid, semisolid or solid constituents in the system;or B. Any system designed specifically to reduce, convert, or remove nitrogenous compounds, phosphorus,or pathogenic organisms(including bacteria and viruses) by biological,chemical, or physical means. MADEP Massachusetts Department of Environmental Protection. SHARED SYSTEM A system sited and designed in accordance with 310 CMR 15.100 through 15.293 which serves,or is proposed to serve, more than one facility or more than one dwelling. A system serving a condominium unit or units is not a shared system. http://ecode360.com/print/BA2043?guid=6561787,6561788,6561795,6561809,6561824,65... 10/6/2016 Y No. PyoF TH E Tp�y * ffI OFFICE OF THE BOARD OF HEALTH e BAEHSTABLE, e OF THE °°ArF0MAY' �® TOWN OF BARNSTABLE, MASS. 19 ` �s SEWAGE DISPOSAL PERMIT Permission is ranted to fix ""' _ _ to construct `_ '_""� �"_ '3*r"_+` d � f g -- --- ----- - ----- ---- - --- -- ---- ---- -- - �� t # Sketch Upon the Premises of '°+ � . a E �;+*k.. In the village of 100 or more feedfrom any source of water supply 20 feet from building. 10 feet from property line t OP " Health Office. ev's �- TOWN OF BARNSTABLE Vj WCATION 1660 COJV""SE GE # `3 V VII.LAGE���/;a.� ASSESSOR'S MAP & LOTA INSTALLER'S NAME PHONE NO.�FQtJf? 05 SEPTIC TANK CAPACITY LEACHING FACILITY:(type)ea, CDcT156e (sue) NO. OF BEDROOMS PRIVATE WELL O UBLIC WATER BUILDER OR OWNER Z)0�9`f— DATE PERMIT ISSUED: L� ' 3."F DATE .COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No �/ lk/ S t CIA o 1 O No. . ..._._....�� _. . Fss _...__. _ THE COMMONWEALTH.OF MASSACHUSETTS BOARD OF HEALTH ..........OF. . .. '• ' .--................................. Appliratiun for. Disposal Murks Tonsunr#iun �rrmi# Application-is hereby made for a Permit to Construct ( . ) or Repair (Pj�an Individual Sewage Disposal System at: / -Lwation Address r LotNo. an -Address a . ........ ._ l ! --- ......................_........��.......... .........-, ✓/c: l.........................._..........------------.... Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) 'k Other—T e of Building .............................. No. of persons............................ Showers — eteria d Other fixtures W ................... ...: ....... ......._... � ......•---•-----......... d ---.......--•------------ Design Flow...........................................gallons per person per day. Total daily flow---- . -•-•.............gall ons.--. .- . DSe tic Tank—Liquid capacity h-------.....galloos Len ___.._......-•- Width............... Diam--eter......._... .-- ePth................ Disposal Trench—No. ..... Width................... Total Length ..Total leaching area...:......._ . sq. ft. Seepage Pit No......l........... Diameter..6.............. Depth below inlet................ Total leaching area. ft. Z Other Distribution box ( ) Dosing tank 1." Percolation Test Results Performed by..........................• ..........._............. Date.........._.:.------- Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f7. Test Pit No. 2....:...........minutes per inch Depth of Test Pit.................... Depth to ground water........................ 0 Description of Soil.............•--.._..................._.....------......................•----..._......-•-•----.--•---------••---............................................... �C V ..... •• ...- • .................................... :........_... -------------------................-----------... -------------• W ----•------------•------•--•---------•••...................................................................•... U Nature of Repairs or Alterations—Answer when applicable__._.. ....�.......L_ ( t ss,��� 0 ��(1� ................................................. •--------•-•-------•----•-•..........................................•--•----............-•-•----•-••---.-...........------...--•------- ------------....... .........-.......--•-...... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued b the board,of health. P p. Signe&..LAZ. -.c ................. - -:... ...... �.� 6 fit= Application Approved By... ...... --... ....._...:.._ ....._.... ---- Date Application Disapproved for the f oll reasons:......--•---...--•.................................................•-------------.................•---....--- -• ................................ ................--•••••---..........._.............—.-------------------------------- ------------------------.--------..-Date... .._.._ ........... Issued........ -- ---••-----•-------•.............. Date THE COMMONWEALTH.OF MASSACHUSETTS BOARD OF HEALTH r ..........................................OF` .d'.................... , e"S',c .......... Appliration for. Disposal Works Tonstrurtion Prrutit Application is hereby made for a Permit to Construct or Repair:: _ an Individual Sewage Disposal PP Y ( ) P. (�) g sP System at: '�, ..y »»�»�; � r�L anon-Address ............................ ............... ,.._».,.._...••-.................................... or Lot No. '•-••...»......»..»».... •-•� �+-•r r s;w. ••• �=-Owner. -•p W - r--5::......... ......t.�� »......................»...» •Address --- W :.. .. :..: ... .:?.................•............................ ......... r4jez a.)0, /./ __ ``rastaller f /i-^-- V .......... ...... Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type T e of Building ....._...... No. of persons............................ Showers — p I yp g ................. p ( ) Cafeteria ( ) dOther fixtures . -.----------•-------------------------------- ......, Design Flow............................................gallons per person per day. Total daily flow.....-,_. . Ions. W .._... ......_ WSeptic Tank—Liquid capacity............gallons . .LengfhX._____.:j-.. Width................ Diameter... Depth................ Disposal Trench No. Width............... S.. Total'Length-------------------- Total leaching area....0...............sq. ft. Seepage Pit No.......f..__..._... Diameter::�_.�(..jj;.. .Depth below inlet....a:.....__.... Total leaching �'..:7.2....sq. ft. r - C�_�� ��� �.✓ g area Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results. Performed by....................... .................................... Date..................................... ,.a Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ G4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a .......................................................•••-••..........•.........•...........: ,.- - ....... -- -....... ODescription of Soil..............................•...-----•••--•.._...•--•-•-----....----------.......-------•----..----•-----------.........--•--•--•-----------.................._..... W W ------------------- --------------•--•----•-----...._..... -------........... ---------- ------------•------------•--•-------------- ------•-------------------- ............••-•-----•--•-----------•---------------•-•--------....-.....---•----.........------•--•------.....-----------------....---•--.....----...--•--....................••--..........._•••....•. U Nature of Repairs or Alterations—Answer when applicable...�A-!�20........ . ..-----•-•---------•----•-•---...------•-------------------•--.......------•-•-•--•---........------------------•-----------...--•-•------••--•------......--•--------......................•-•••••-•-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE . 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. w Signed.- . ' '"� r ..-•--••••••-- ................. • ... p ff Date y Application Approved By.. o. - - t .. _ --••.......... . .:}._, - ....... Date Application Disapproved for the folio 6n�g reasons:........................................................................................................••---» - ................................................................ %V................. .............................................................................................................. Date Permit_No. ... ........... ..............» Issued....................... ........................ ..» Date ... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF''�!�,r?r+. .:... !. r�;+' ,P................................ firrrtif iratr of (5omnlianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired by.... .. ......... -... *r:.»? - .................-------------------------- .... ... --------------------------------------........•------------ r / y Installer at.............Z *.v.. _._1_.•.:.:..�F.. .s........t: ,•%•-•- ....... has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......�?._:C------- .......... dated......... �1....-. ... ........... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. r DATE........................}}( . ................................ Inspector.... ......................................................................-------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH/ OF' .........0................... No.... l .. C1` i— r = v • FEE. •r'- • y vi • 4f...•............... Disposal Works Tonstrwtion Prrmit Permission is hereby granted....---';:_2.. 'le. :.__. `�>�: . ... -- --------------........---------------........... .. ».... to Construct ( ) or Repair ( )-an Indio d al Sewage D p sal System at No........ - .. ...:....:� � C.r c..ff��r r�w' y' � /' i/"j�`Street� .�,y as shown on the application for Disposal Works Construction Permit No.............1 ._ Dated.......... .... .... � ............- ...... of'Health no ...................^.......» Bo DATE........h ...... .. ....•-• . .� FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS - LO.CA ION SEWAGE PERMIT NO. Z06 I N S T A L l E R'S NAME 8 ADDRESS �� CRAIG I�IELEIR®S Trucking ft?' $nlldking Sir et Fiy0nni3, Mass. 77S-0828 BUILDER ' - OR OWNER 71 K f4 DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED A V � 4 O � 1 � w t��rt Q Fmc THE COMMONWEALTH OF MASSACHUSE77S BOARD OF .HEALTH ...........................................OF........................................ Appliration for Biopwial Works Toutitrurtion ramit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal Syst at: ........................ .................................................. Location-Address or Lot o. .&DO.......�'�+�dre5s ...... 1!SYA...COAA,��j....... JC—PCLO. .'.�)................. ........... .... ........... ................ Installer ddress U Type of Building Size Lot.140j.000 Sq. feet 0-4 Dwelling—No. of Bed o _____________Expansion Attic Garbage Grinder 1.4 Other—Type of Build ....... Showers Cafeteria 04 irior_.,., persons.................... 04 Other fixtures -------------------- ---------------*........*......**----------------------------------------------- Design Flow.........-7-<------------ ....._ allons per person per day. Total daily flow....... .......... 'W —Liquid capacity- flons Length................ Width................ Diameter..._...._..__._. Dept 9 Septic Tank - --------- Disposal Trench—No. .................... Width_._..__............. Total Length......'....... Total leaching area........__....sq. f t. Seepage Pit Nei----J....... Diameter.......(0........ Depth below)nlet.................... Total leaching area...................sq. ft. Z Other Distribution. Dosing tank d,67— _/qC1 Percolation Test Results Performed ................ Date....... Test Pit No. I...... .minutes per inch Depth of Test Pit-------1�..... Depth to ground water.-Jt�_ rX4 Test Pit No. 2.......*2--,..niinutes per inch Depth of Test Pit.__.... Depth to ground water..- P4 i ----- ---------*-------------------------- ------------ -------------------------------------------------- -------------------- 0 Description of Soil........C 6-1 P.......W.W. h V.-V-'. . -------- ......................................................... ------------------*-----------------------*------------------------------------------------------------------------------------------------------------*------------------------------------------ ........................................................................................................................................................................................................ U Nature of Repairs or Alterations—Answer when applicable................................................................................................ ..................................................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in-accordance with the provisions of TITLE 5 of the State Sanitary e—The undersigned further agrees not to place the system in of th operation until a Certificate of Compliance has b ssued th b ard.-o li- Ith. -77 6 &Y k� 2- Si ned Date Application Approved By..... .. . .. ;.--.Z 1*4447;-------------------------------- ...... Date _�_-------- Application Disapproved for the following reasons:.............................................................................................................. .............*-------------**-----------------------------------------------------------------------------------......... ........................................... Date Permit No.................................r....................... Issued-..... 1.�.K:127 OIL/................ Date N ... Fzic... THE COMMONWEALTH OF MASSACHUSETTS -BOARD OF -HEALTH . . ...........................................OF.....................................I................................................... Appliration for wh4posal Works Tonvuurtion ranfit Application is hereby made.for a Permit to Construct or Repair an Individual Sewage Disposal Sys at: M LDS .............................................T.. .... .... ....................... ........... 45. IQ L cation-,Address or Lot No. AA1 .. ....... 5. ..QVD_E;e... ..........6.^ Owne Addres:/, Installer Address Type of Building Size Lott.O(OtOt.Sq. feet Dwelling—No. of Bedroous Garbage Grinder U �,�M.�..............Expansion Attic ( ) ..... ... 0 Cafeteria 04 Other�Type of Buildin&_'d>_M_ of persons____________________________ Showers ( ) 04 Other fixtures ................................................................................................................ - ------------- 1:4 Septic Tank Design,Flow____ -Liquid capacil all'ons per person per day. Total daily flow_.__._ Cc Wlons Length________________ Width_.._.._____..__. Diameter._.___ .___.___. Depth................ --_75-7-------- W Disposal Trench—No_ .................... Width_._._._:_.__._._.... Total Length_____1!!!....... Total leaching area....................sq. ft. Seepage Pit No..... Diameter ....... Depth below inlet___.___ ... Total leaching,area..................sq. ft. Z Other Distribution box D tank osi Percolation Test ................... I --------- ii �Sults Perfo4 d by.&- Date_.____I ....... . Test Pit No. .......i&..minutes per inch Depth.of Test Pit ..... Depi o ground water..QC> _ml I .r ... >Test Pit N' o*:12 U nutes.,Per inch Depth of Test Pit__.__. Depth to ground water N-C.1A .................................................................. .................. .......................... 0 Descri tion of Soil........at"Av� 4'A �j ............ . . .... ---------------------------------------------------------- p ............................................................................ ------------------ .............*.......*---------------------------------- ---------------------- ................................................................................... ....... ..... ..... .................................................................................................... �4 U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ........................................................................................................................................................................................................ Ag*reement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TILTLE, 5 of the State Sanitary e The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b issued hoard.o .,ti Ith. SiT, ...... Date / -1 4 2 Application Approved By---;/-�?. ...... �17 --------------------------------- ------- Date.- . ........ Application Disapproved for the follow* e, ons:....... .............................. .......................................................... ..................................................................................................................................................................................................... Date 1�7it No........................................................ IssuedL..................Date............................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALZJ:L, ........OF . . . .................................... AT HIS bSl TO CE,-,,, IFYI Thhat;the Individual Sewage Disposal System constructed or Repaired by... 44......... . --I---------------------------------------------- --------------------------------------------------------------------------- In'§ta er J_ ... ................................................................ has been install d in accordance with the pro lions of The State Sanitary Code as described in the LE.... - dated... ...................... application for Disposal.Works Construction Permit No ... .... ....... THE ISSUANCE OF THIS- CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.............................................................I................... Insp&tor..,.................................................................................. 1. SHE COMMONWEALTH OF MASSACHUSETTS BOARD OF H.E—AL—T ........................... ;-J�. .......... No........ ..... .............OF........ FEE,.? -R n apil al ork fuI udion Vamit Permissio i reby granted........ _k4 ......................................................................... f7 . 71i is onstrup or Rep /an In k u I enrage Disposal- S stem `Vi I- C 0 . .............at N It............... Street as shown on the.application for Disposal Works Construction Permit ..... .... ... Dated... .............. ... ............................... Board of Health DATE........................ �/---------------------------------- FORM 1255 HOBBS & wARREN. INC.. PUBLISHERS PROPOSED INDEX PLANS SITE PLANS SHEET N0. TITLE SCALE FOR 1 COVER SHEET 1' = 60' 2 EXISTING CONDITIONS PLAN 1'- 30' _ 3 SITE LAYOUT PLAN 1. = 30' -CADIL. � C"E COD 4 GRADING AND DRAINAGE PLAN 1' = 30' , 5 UTILITY PLAN i'=30' 6 SEPTIC SYSTEM DESIGN PLAN 1'= 30' 7 LANDSCAPE PLAN 1' = 30' /� 8 DEMOLITION PLAN L'.= 30' AT 9 DETAIL PLAN N.T.S. 10 DETAIL PLAN N.T.S. 600 -YARMOUTH ROAD HYANNIS, MASSACHUSETTS 02601 RDDTE— _-� DATE: SEPTEMBER 29, 2016 EXIT 7 �y LOCUS a s Ro 70WV a'Lb1STADL G'C 'C/O BARNSTADLE - - ?8 OLD YARMOUTH ROAD MON/LYPAL AIRPORT . MAP Jl.5 Lori - LOCUS MAP .. SCALE: 1'=2,000'f MAP 345 q KEMWAAALLTA . MLALES£NA REAL rY COOP MAP 3/5 LOT 18 PARCELS 21-1 29 N SEE SHEET 2 FOR GENERAL NOTES -TOTAL AREA;-. O A ATWN M e AMRAWE AM R-WU1YAN . f102,AR S.F. - - MAP JIS[or?? - c� _ t2.36 ACRES - _ _.,•:�;' �, SEE .SHEET. 4 FOR .CONSTRUCTION - o NOTES AND LEGEND r e " N/! DOG N04MF - REAL rY LLC - MAP J45 LOT?O - - - .�"� RICHARD ' - fg OUFI£N4 a� h y OWNER(S): x' MAP 345 PARCELS 21-1 & . `. PROPOSED CADILLAC CAPE COD 29 - - DEALERSHIP BUILDING - JOSEPHLAHAM ;. GROSS FLOOR AREA=22,376 S.F. F.F.-38.5 500 YARMOUTH ROAD SITE PLAN APPROVED IIff N/7 HYANNIS, MASSACHUSETTS 02601 0 MAP J45 LOr JJ II P (LgNN.COY00.ON/u'f " x II . o APPLICANT: 9 LAHAM MANAGEMENT AND LEASING, INC. N/F O b - 500 YARMOUTH ROAD - ADRlWVLC - HYANNIS, MASSACHUSETTS '02601 DATE MAP 345 LOT T-! N� ENGINEER: LM-?LLC MAP Jf LOr 75-1 - FIIE:2827.01-91E A Hantic ®DESIGN ENGINEERS, INC. sn t lro P.O. Box':1051; Sandwich, MA 02563 (508) 888-- 9287 cos NUMBER OVERALL I ocus PLAN SCALE: 1' = 60' 2827.01 TOMS LY .E/N P - YERLL RARNSTA&r YLR REALTY CORP OHO 9ARNSrA&E AAp JI.5 - - COT 18 - .YAP JIS LOT J - - N/P RENN Y YA SZ/W45 YAP JIS AN`F- / Jj z LOT?2 1 34.t8 .52 I. 1. \ J to LEGEND I xJs.Se 37.17 EXISTING EDGE OF PAVEMENT / I OS 1 I \ 1 I - FOP EX POST1 w// MOUNT\\ x3z4J I' II -1\ `o a.zs �r4 _ EOP/vCC VEXISTING ERTICAL EDGE O CONCRETE CURBNT W/ ' 1 METER \ \. --- as---- EXISTING 5'CONTOUR LINE 3E.53 I /'h8�/ 37 ( ! I \ g ----3e---- EXISTING 1'CONTOUR LINE X35A2 EXISTING SPOT ELEVATION I xusz I gl x37ex _ - pQ EXISTING WATER GATE - // XJ5.56 / 1 \ 1 Ox r t°P EXISTING WATER SHUT-OFF REAL TY LLC YAP J+5 Lor.2a EXISTING FIRE HYDRANT EXISTING GAS GATE / IX.SOIL 1 ` < e EXISTING GAS LINE /ABSORPTITEM ! x EXISTING OVERHEAD WIRE - EX..a �/ / \ ( J<s2 - : `d EXISTING UTILITY POLE DISTRIBU80N / O EXISTING GUY HIRE EXISTING LIGHT POLE , -�n o EXISTING SIGN 34.19 7� E%.3,000 GALLON / \� O EXISTING CHAINLINK FENCE SEPTIC TANK \,\X y pro-EXISTING UNDERGROUND ELECTRIC < X34.45 H C EXISTING ELECTRIC HAND HOLE 1`c❑ \\ ❑ / \ -\\x3i23 a cx❑ EXISTING DRAINAGE CATCH BASIN l \ n Je. - asA �*.5" - -- - u EXISTING MANHOLE COVER -----_----- \ \;(CJ4. _ (s) EXISTING SEPTIC TANK.COVER n.4e IN - „11 yS.,4 - - B EXISTING MONITORING WELL EX.AC 9 I I CONCRETE IT ON PAD -- 37-------- III J4.52QC -xr EXISTING IRRIGATION HAND HOLE If<34" 1GpC - - - �' AW 345 Lour 21 2 - �i I I E%.CONCRETE IXSi. I' SIDEWALKS EXISTING 2-STORY II 1 .44a - uk�- E%.C-CRE I � O I - DEALERSHIP BUILDING APRONS - F.F.-37.55 8. a i 9 Ja.4s PwsOMNoiNcs - ��IIII X 57 X14 y/' I / m se.os �e.toI 1\„ `` GENERAL NOTES:35.1 l of xis"as x wos, / YAP J S La UNI 1. RECORD OWNER(S): JOSEPH LAHAM \ (CLN/Y.clavoa uvrTs) 500 _ ml-- \-- \� I \\ ❑ /� `3 � HYANNIS. MASSACHUSETTS 02601 \ u W3.. ❑ _ \ 2. THE LOCUS PROPERTY IS SHOWN AS PARCELS 21-1 AND 29 ON THE TOWN OF BARNSTABLE ASSESSOR'S MAP 345. 1�34 � 3. THE EXISTING CONDITIONS SHOWN HEREON ARE BASED UPON A FIELD SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. IN NOVEMBER OF 2015 \ \ AND DULY OF 2016. ADJACENT PROPERTY LINES ARE FROM THE TOWN OF-BARNSTABLE GIS SYSTEM AND SHOULD BE CONSIDERED ` APPROXIMATE. ,p4rP1V LANAY BENCHMARK: 1 Ldi v / \ 1 -.YAP 345 LOT 29 \ �\ 4. EXISTING UNDERGROUND U11LFl1E5 INFORMATION IS BASED UPON PLANS AND AS-BUILT INFORMAl10N ON RECORD AND SURFACE FEATURES MAG NAIL IN SIDEWALK - I I L.C.cJ 28708J / 1 \ - X� 34 7 - AND IS NOT THE RESULT OF A SUBSURFACE SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. ELEV-37.9e I (NAw eB) ! I ^ \ \ \I zx.¢o X342e\ \� \ �1 5. THE PROPERTY IS ZONED AS BUSINESS DISTRICT.(B)PER THE TOWN OF BARNSTABLE ZONING MAP. p1'7 1 i 1 \ - - 6. THE PROPERTY.LIES WITHIN FLOOD ZONE X BASED UPON A REVIEW OF FEMA'S FIRM PANEL NUMBER-250001CO567J, PRELIMINARILY DATED N/t 1 x 23/ \ \ I - AORI lxLrS[LC I ( I \ \ Xu. + \g JULY 16, 2014. THIS AREA IS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN. YAv JI5 LOT 2-1 1 - ,I - - 7. THE PROPERTY LIES WITHIN A ZONE II BASED UPON RENEW OF THE TOWN OF BARNSTABLE GIS SYSTEM. J7,as x36.ta � 8. THE PROPERTY LIES WITHIN THE WELLHEAD PROTECTION (WP) OVERLAY DISTRICT BASED UPON REVIEW OF THE TOWN OF BARNSTABLE GIS u \ SYSTEM. X-55 ®\ - J{.7o -,- .. - 9. THE"PROPERTY DOES NOT LIE WITHIN AN ESTIMATED HABITAT OF RARE WILDLIFE OR.A PRIORITY HABITAT OF RARE SPECIES BASED UPON REVIEW OF THE NATURAL HERITAGE AND ENDANGERED SPECIES PROGRAM 2008 MAPS OBSERVED ON THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. - - \ I - L4V 2 LLc ` - 10. THE PROPERTY DOES NOT LIE WITHIN AN AREA OF CRITICAL ENVIRONMENTAL CONCERN BASED UPON A REVIEW OF THE MASSACHUSETTS YAP.Tar LOT 7s-1 - DQ GEOGRAPHIC INFORMATION SYSTEM. - 4l`�x�W'Su FILE:2827.01-SITE Designed by: J. Sheet of SCALE TA K PREPARED FOR: EXISTING CONDITIONS PLAN Drawn by AM MANAGEMENT AND LEASING, INC. .. FOR Atlantic DESIGN ENGINEERS INC. Ghe°ked by: SCALE 1' = 3°' W CADILLAC CAPE 'COD 2 1 O 0 ,5 �' 45 c' 500 YARMOUTH ROAD JOB NUMBER Survey c!k.b by: HYANNIS, MASSACHUSETTS �' P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 gpPToved by: DATE F N0. BY DATE REVISION HYANNIS, MASSACHUSETTS 02601 SEPTEMBER 29 2016 - 2827.01 PROP.8'HIGH Wl9TE NNYL N/F NIT I FENCE FOR SCREENING ALONG - ME�NSEPNA V ZONING DISTRICT- B (BUSINESS DISTRICT) TOI1N OF RESIDENTIAL PROPERTY UNEI MERLE SENA - -BARNSTABLE SALTY CORP (PER TOWN OF BARNSTABLE E-CODE- CHAPTER 240 ZONING) C/0 BARNSTABLE PROP..ARBORVITAES AT 5'O.C. PROP.FENCED-IN MAP 345 MUNICIPAL AIRPORT FOR SCREENING ALONG CONCRETE DUMPS7FR PAD _ LOT 18 REQUIRED PROVIDED MAP 30.6 LOT 3 RESIDEN PROPERTY UNE - 2.36 ACRES:h MINIMUM LOT SIZE MINIMUM WIDTH - - - MINIMUM FRONTAGE 20' 400.9't 11.8' A'EtiNMs O" .. MINIMUM YARDS: MAR.KW/E ArER- 10,5• FRONT 20' 41.3'& 30.3'- P .EDGE aF PAVEMENT 57/lLIVAN - - MAP 3/5 LOT 22 f REAR - 59 9, ALOONGNG PERIMETER, - PARE coD T1Er (cw) ` SIDE - - EXCEPT AS ..Ay.. T - - . NOTED oTFE((TYP) ;:`.. MAXIMUM LOT COVERAGE: 10.0' MAXIMUM BUILDING HEIGHT 30'/2 STORIES G30'/2 STORIES 122' I PROP.B'x 18' GE SPACES VEHICLE STORAGE S10RA ( ` SPACES(TIP) (12)9118. �HICLE ` Isamu STRIPED rg WELLHEAD PROTECTION (WP) OVERLAY DISTRICT (1I)9x18'l•EHICLE STORAGE SPACES y]1 PROP.9'x 20' (PER TOWN OF BARNSTABLE E-CODE- CHAPTER 240 ZONING) . CUSTOMER/EMPLOYEE REQUIRED PROVIDED SPACES(TYR) PROP.LANDSCAPED - MAXIMUM LOT COVERAGE: 5°DI(IF ALL SPOSED RECHARGE -- \ ISLAND(TYP) BY IMPERVIOUS SURFACES SITE) o pp�1 PROP.EDGE of PAVEMENT w/6' SITE CLEARING A MINIMUM OF 30%OF ''N/A••. PROP.10'x 18'VEHICLE 8 T (13)9'.18-VEHICLE STORAGE SPACES VERTICAL CONCRETE CURB THE TOTAL UPLAND STORAGEYARMOUTH ALONG ± (TYP) AREA OF ANY LOT Rom( j - .. SHALL BE RETAINED IN (H)9'.20'CUSTOMER/EMPLOYEE /`HODOG - ITS NATURAL STATE REAL - it PARKING SPACES - 1 REA HOUSE LTY LLC MAP 345 ^\ I \ LOT 20 p PROP.PAYED • >50X PRE-EXISTING IMPERVIOUS COVERAGE ON SITE. c SP a$$\ 2hp APRON(TYP) - •'ENTIRE SITE IS PRESENTLY DEVELOPED AND NO NATURAL AREAS PRESENTLY ExIST. STA C/ 24.0' 11.4' l lA Q�pI vN PARKING REQUIREMENTS (9)9.20'CUSTOMER/EMPLOYEE PROPOSED STOP C PROP. PARKING SPACES PROP.CONCRETE AREA L1N AND STOP SIGN MM _ ACCESSIBLE PROP.9't 2O'HANDICAPPED - REQUIRED PROVIDED 4 APRON AT ALL $ly" RETAIL• 6,818t S.F. 34.1 SPACES TIE P .CONCRETE PARKING SPACE AND 94N(TYP) OVERHEAD DOORS pROPO5ID EDGE OF PA ENT WTH -I - APRa+MµP - - (TYP) \ l.-4 (1/200 S.F. GROSS FLOOR AREA) - VERTICAL GRANITE CURBING(TIP) Mee - . 1a1' t OFFICE: 2,616t S.F. 8.7 SPACES f _ a (1/300 S.F.GROSS FLOOR AREA) 21LS Q q 30.E 0�+, I=C 1 \ 4 y _ SERVICE: ,�, 8 BAYS120 SPACES ' : J �L'f - (3/SERVICE BAY)/2 _ PROP CUTNIc c \ by ASSUMING OF BAYS ARE IN ' 1 (CAST-IN-PLACE)CURB CURB(MCC) ' USE AT ANY ONE TIME STORAGE:' 1,6113 S.F. - 2-3 SPACES .. ' +.. (TYP ALONG BUILDING) .'� \ s m t1 (11700 S.F. GROSS FLOOR AREA) N/MAP 3 - - -45 TOTAL 37:TBPACES B9-SFACESi I $ LOT JJ (COMM CONDO. • INCLUDES(3)HANDICAP PARKING SPACES W/(1)VAN ACCESSIBLE SPACE. EXISTING SITE SIGN 0 3 ` .r PROPOSED CAPE.COD CADILLAC ` UNITS) - DOES NOT INCLUDE 39 ADDITIONAL STRIPED VEHICLE STORAGE PARKING SPACES.AND 12 TO BE REMODELED. w a :I. DEALERSHIP BUILDING 1 - NON-STRIPED VEHICLE'DISPLAY AREA SPACES. 110 TOTAL SPACES. .. OWNER/CONTRACTOR y f GROSS-FLOOR AREA=22,376 S.F.To OBTAIN PERMIT F.F.=38.5 EXTEND MINOUS SIDEWALK `V' - WHERE CURB CUT IS CLOSE 'S (TYP) n.z �'' , IMPERVIOUS COVERAGE SUMMARY I .'.I.. PROPOSED EDGE OF PAVEMENT YA7H ; FOR 600 YARMOUTH ROAD vlBTncAL GRANITE amelNc(vcc)- 8 - - EXISTING ALLOWABLE PROPOSED* ALONG YARMOUTH ROAD(TYP) - ze.e' SIDEWALKm� -97,031 S.F.(94.58%) 51,297 S.F. (50.00%) 88,932 S.F. (86.68X) PLOSD (C T-IN-PLAC-PLAC cE)CONCRETE i M� vA M - - •>50%PRE-EXISTING IMPERVIOUS COVERAGE ON SITE - HANDICAPPED RAMPS M 4((y��{ DETECTABLIE WARNING PANELS �. � CUR CU ALONG . - PROPOSED STOP(TYP OF 4) BUILDING) I. PROP.LOCKABLROLLING,ROLLING GATE UNE AND STOP SIGNRELOCATE - Y EXISTING NI (26)9'x20'CUSTOMER/EMPLOYEE PARKING SPACES 1 , UTILITY POLE CCEI \ T . END VGC/START I - AUTO n L 2- 1C0' 10.0' MAP 345 LOT 2-7 s 10.9' NIP PROP.EDGE - - U" VEMENT 4 PROPOSED LIGHT POLE. MAP Jff LO0 OF PAT 76-1 W/1'CAPE REFER TO UGLITING - COD BERM 1` DESIGN BY OTHERS (TYP) (TYP) PROP..7RANSFORMEA WITH CONCRETE PAD g - - .. CUR CONTAINMENT CUR- - ' B AND BOLLARDS ` - g SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 4 FOR CONSTRUCTION NOTES AND LEGEND FILE:2827.01-SITE III CT 4,s pt RIOHARO,. Sheet of Designed by: SCALE PREPARED FOR: SITE LAYOUT PLAN F F ® Drawn by: = Y LAHAM MANAGEMENT AND LEASING INC. FOR 3 10 1 I a n 1 I c DESIGN ENGINEERS, INC. Checked by: D SASE 1"= 30 45 Ep CADILLAC CAPE COD JOB NUMBER Survey chk. by: 30 .c 500 YARMOUTH ROAD HYANNIS, MASSACHUSETTS ® P.O. Box 1051, Sandwich, MA 02563 (508) 888 9282 gpProved by: DATE No. BY DATE REVSION HYANNIS, MASSACHUSETTS 02601 SEPTEMBER 29 2016 2827.01 _ a LEGEND CONSTRUCTION NOTES EROSION CONTROL NOTES: - -' +. Au PI,OPnSFD mArAac Pisan alAu eE fr Aos Imva Aw win+vffa AI° � �+. vwm m mYYEYan srre vox m EArmvar . EOP EXISTING EDGE OF PAVEMENT N4wlF]1N4oE9 sxrE E rafAllID N ANYANIQ rllf lre lnlr rt 13Aw1aAaa 110n I6TALL enmol m611mE eAwrn No : onAannn ff wax tors rA1la se44r la\voL wxrAa-MRQ1°w""'E 1g1L mmV a, _ .pe)sai jai(fie)au¢�D R�amLL .KN/N P E ENFVA n c�mAeme a1Nt WSY NL exeafo mgroxs a1oeN.wo xmPY r1E EYaemf ,'..i ALL osnaaal)Naas sxlu g InNED x0 SIDED BARNSTABCE auma(ve_AA)a x sloe Irm vrtx M&MISENA REALTY CCRR '' _ EOP/VCC � EXISTING EDGE OF PAVEMENT W/ aF Nn ouvanAxnEs vrm ro amxn 'raTMAmr'v°f aavlEno"of misouee°". VERTICAL CONCRETE CURB a Au wrzwrs uo slaoffoc axAu a Sloan w • C/O BARNSTABCE - 1r a0a aesaAo MAP sly LOT)B - --35---- EXISTING 5'CONTOUR LINE a aonaAam auu wsr Au aarx°EVAnw9 Aro Ix\fRrs roan+ro NUN/pPAL A/RPCWT ��®�'r.Ina e a aaT Dun „� teen Nowt NL smoaea aVit aE fay MAP J4.5 LOT 3 - e"'�ffie4 an"d 6 aloe-aA -- a Y10a Ax rD91ro Haan unnr a rwln ro rrtruar rr M Pe6tl9m tux• r�1,AMA] AID��xAKmmmSDPes�e�'aTT ----36---- EXISTING I'CONTOUR LINEAIiD Ilse xiDrfA°nlHiuraiYOSlm ron c Toiax Ana s nl'aE Yeosl° '"°s""®�1Y0 1�a Ywc iAp£ a 4➢OEIITAnw aOfn�D MQS NID EIIf801 mNIR6 x364z EXISTING SPOT ELEVATION a PP-.,T AxD o K mmlwa xmE xm orNaeo a+ml+sooao As wrmis a'"u s emmm aeanY"'°"Axrre° . T na 9aa\EY.x0 aAAIQ)f!19 YADF C01010an T MEwY ANFLf ODaifl10E 6" NmSVJO'TNman)r ALL PHA 6 - . . _ pd EXISTING WATER GATE DE, 'r°IsraO9f��C°'TNEnS°1 iAal+aa T4 ,yam 11E 09:m mtlaTr1Co01 NO NIOFRY NIFA[weAu. - A£wN M R a SDK 41�01 TM.w 3:1 aIALL DE EOIPPm'Prlx - yT MARFWN A1£R- EXISTING WATER SHUT-OFF n Au aarnos No aASA¢N°a,BSASAs wmwawn w Alawa AUAmI*ro _ w aAaaA'lol iAam m mncol mnxn na an;Na xm xEr s r aYax Immu. SEW 45 10 \ EXISTING FIRE HYDRANT )" lle 1DGTDx aP[nawla omaanao I))InE4 AK axow a M AIa Ire WAY' 0. Au carol eA9 I-W PAV W D rix xA3eNa MAP 345 COT 77 \ 34.16 AN \E InT 4II1 eAlPOOplRY\Elam eY 11E DEPFII w frs IaDn®rTAn DI S 01 rE-YAIISACNI®YT�AD•G101 BA f EXISTING GAS GATE ni mrlmAclw sllAu DEIOYae ne OIADI IDGIIDN a•NE unn�Ar0 cent rtDaellT COMaeflox slvlole uni o.a<mlR4 „ eAUAs BEipa aalYElIfJID amG Al0 Aaacv ro K ILLY IE6Pw9aF ANY O r w.VL MSDFLr rpanY A1n MFa YAa aaa 3s.as y •..�,. ••.:`., \ c EXISTING GAS LINE AID,Au DAYADF9 AIAT ton maE er ne IaraAaara Puna m PxAD4Y Errors<r.as IeeArza>nao»+art mis3+wcnon '/ I 35e3 �'Z 43s\ oxw, °atomNre`°m�Axov Ammx®riAlinaie oA NvP AAl0 iNA nIAnG W W0 Inal)e A l a'<INuwNBAPA'E6a )a maNADxaImnaan+A�v Arno oAaTuo Elf IlaIRawN+1l6m E 4P+i aemwa nrom sa EXISTING OVERHEAD WIRE Tmmlmosa r EXISTING UTILITY POLE ___-ND o oaamllaAfuisn tafa a N.t rmm,lm Ay mnnwa rNxun art A�oennm ar x3).s A - rtn ®-. EXISTING GUY WIRE n oraClrc,IOIDIIaE.A1n uaa slAu eE wAan leefAalaAO x AamfnNlCE TME olalem AxovAa IIe IweexD,lnua ° w v,nox Do. TMmxA'e'fo wirro m Imm91 co P 00W,uaw�ar °ems sro s n "Er in exm`OADE�r°Po�A°RPo"Eem-�aE van cs I I\ ery aaw.0 C EXISTING LIGHT POLE Ai xo ADD-AI.-AI.e>o�ro rxE axm 3).1) I \ a+ Au frea ,e APPaoolAa mx+xAc m ro Iloo rwr+s rm EXISTING SIGN - 1 )ueN slmoasv auu xar a IDulm rn� 4.20 a AIF PAIR a fJalen W P11ffn4D rAnAW)R 9 O EXISTING CHAINUNK FENCE "" TIa mfaAam alAu uAn Au AwuYOJeXrs rm ne AETourlol"'° IoffmAln w KSIAb+n oa 111Dg Ne I ous are cmn)°mlwc N°Nn ones wavArz ulElles rm Tle �eccr ro erarl YAIm nna f rl,03 'off/ I I 21 EXISTING UNDERGROUND ELECTRIC uinrr mwrm.a rcoSSNer. a Nrc ixmm,n+wxa x mac Na le®swr ro - AIM1ra vrsrnrr avleD4 A 1feaAr w 4a IIaAn xmrr sxAu ee awE n. snar])r WAY awm NO enmol mxfali IIAIOm6 WAY.¢E wro.ID aAr Arlin 11e sin xAs l r .ow EXISTING ELECTRIC HAND HOLE 'z Au mDY1>E mNPn malan Yiwveas x AwonAria rr rrE ual aAsema. 3).4) /I f Am rIFIDII / O O I O O O O J Ir6.,Mea(2000 4LL1a0) YAMDK W Vliaa TaAlrfo coaa0.oexm rpl ALL rox rrel walC 81wZT1. pep nyP) 42 ,oBMdtD ai Off®Na 916 1 ro Il 17 ® ❑ EXISTING DRAINAGE CATCH BASIN a NEAa a1moE na tans v I«ouga vox olsnalan er Tle orelraAE•Inrs - olsneeen Tart raen\e rw AT lust 0 0 o air-als Ile mi61mN.•fmsarlw° er ne aofraAC•im ro nen aewAE oonnw AT A`DDAM w+_x of waAauscils rA ,vm xn.ez /� Ix• t D 1r Ava - s EXISTING MANHOLE COVER ' sneon��auma�s I.�ce / x36.6e AW 'r Av Ir Aas %I:a N/P - Q EXISTING SEPTIC TANK COVER- a ro Pm' AAxD 1eAvi am ?OOFM1iDAoxas nE xE°nsm AssaauA, ae ivn�il, / IF OOC HOUSE AlE IfAssA0Ns2Trs OfOa01.AIO RAPT mina - /!.- RrA TY ac ® EXISTING MONITORING WELL 's ,D01LAff AMD �YInA�r I�roIPAa1E°ofrafw axa,r lo°aEAna rlx e•pap. amsrm \ 34,2D MAP J45 LOT 70 A xx +a Lall+Dar ACIMT w nE 9rs awL IE DOrE of Aemffl°ioe°Sinn L��'- :,n=_• '" %'+I �� f o \ r+a, la sAax - EXISTING IRRIGATION HAND HOLE fa oust mnrz YiAv®.vw)n.lo wnn inns )wT rnws s aaisEo ro msouxr (aa sesr e) ''"{ :ry' :'::�1.''cY%.-.Er: - / rm eme\c acre misrrAuxli vAMa a maEon No Ar1.sASAas Na ox stwn slEufa aAsxz rDen)r)wre CCB PROPOSED EDGE OF PAVEMENT Aalae. attr canmE Ammo an+As aunt oaDl�m oar aaamE a al saWAT.Qox eA�ls ro sErnE an . I I / ,; •,� Z "`' - - a10ur�.m / saiAu eE,ISED olAv rTM PFweSam PROP rIE rot )oaAE roam ro orOIAIaY new'ax �..rr.•+{}r' ,,1 I L W CAPE COD BERM - w%m Exnwx mfnxoE Bnama na 3).s 3).se •.•.c. 1 �? / B f Awxla•Au Pxn Avwacware m\vean Amf®Nr unm mvNa vrax m ,wr vairt41Dumn mslwnnE I¢u+E®n 1). CaaPACl01 O fYLLY D,mrmv poi CCOOwATMo arAl NO OBTAIMD ALL iF1D9 AM GTIN BA9L9 9WL Ma AT VGC PROPOSED EDGE OF PAVEMENT olfalo Axo AFIEII IxmA,una a Au win SEIaE mArAa Al0 arz ulelllls rbPaUaY 5mefdl eA s sPPm TAIr o n�. .: 'o�'-'• a ► �/ 34.22 wa.IIAa aamell W/VERTICAL GRANITE CURB - 1a Ire caTYAe11n o rmomc ro ornEa rxAr Au wino®eaacDllo°AIOLtrt a na 1Dunw s TorpaxAar msxADE sous ' "• 1 umaGrow IaV.aan BY rmEs Al0 ulam mffNles Aae oosEa'Im weoa ;DfYDaAnw,aws Ala smrpr eAms swE IE ($sea'e) ,y� ° u i, _ \ - ` I MCC PROPOSED EDGE OF PAVEMENT W/ a.Alfxarl�n"el.Dao v®oE Ala rE rrrE aealm�YAWDIEo As faoss MONOUTHIC(CAST-IN-PLACE)CURB . / 1n mAcml e,.,,IE Imvoame ml ILAPPTAeafo Au ar\cr mnlna visas' ra na OrlaADla awL IDan w alE At Au Te¢S . - I / ae- Mt---•-- �; PROPOSED CHAINUNK FENCE' win mnrNas+rDc�wpr pop lla mowaly rox, �m�ax���xaw�ml Air m / 34.19 -a-b-a- PROPOSED STOCKADE FENCE zan�mAOlof sou I>E rsar®a is Y•w*urfo ASEOIATE lamlms s na fs"°AIE an°mmx:r°°rnnwE _ ) - 'PROPOSED 5 CONTOUR LINE '��A +n lasm m na mslfsclnf oaAu pa:Amnofw a. nE cox1aA011n sYu Ir811Nrs Aw YN+TAr NL sNan YEA911aS rasssrar FPDSm C011lai YFAveat . I �� ..4e \ \ ro Plnnxr ne wan amn mislalA.•nox.ranee IAIT xol Ir)m ro • ( PROPOSED 1'CONTOUR LINE u c non rWlx-nJaors Ilwrfa v DE can N+r mlm n• TME°ml'v'aE"'^oar ro"'r Pao Ile alE s'"IE Nan Ifl I. I\ ❑ AY \\ Q❑ \_ •oi q srAu YEAxa n m¢nm ar TK row. xo tarots_Ale ro_IeYAa row o\erea+r. Anar narrO°O11am°'ioPr o nEn�s' PROPOSED SPOT ELEVATION a TK m1mAelaa a1Au ram,K vr0®rlaa tool Ae AmetAAno4a rASE raxr-oP wr. Au EpuYtM awn, olloEm, OAB CUT Ale mEwiK XSfi.DJ I XJ•40 x344 JC 3a23 - YAIOME AMD OTEA DFere3 fEanrzn foal nE eoee T TIE 00 Or 9�m WM®w!D%91a pxeR-6-wY 4 we ---35-` O m mrmwf:llorl Ire ooxrnvDaa sou am4E NL mxsirfalW oEaaa Nm lever.ImnaD`WWoAA EL2 � tip \_r--• v n �•. _ PROPOSED TOP OF CURB ,K sf1E. A,ma,a,��s Ile ex�� - I �7� PROPOSED BOTTOM OF CURB �ffm o s °A w)m urEa oEaaq 'n snfi AsiVOilE Ko.¢rA1O1paoo�asm nE I xi PROPOSED DRAINAGE FLOW ARROWS DElk1YA,P+IlEN�9T:T:l' AI aA, °n""` ;n ,xE owfa�olm axN:Yao�r�aal DamnE�-I- . •t i. '' >d,� � •�. C^II 34sz� PROPOSED DRAINAGE UNE � IawvAm Isla w aAxufo a1E mwna 9 I :.X t'.•..Xm. PROPOSED DRAINAGE MANHOLE O '�'4 O �+ - ffi NL emf 91NL E DOIE Y artr MN1NIf£lax NE AFpROHa Kre9 NO .ffi nIE mlllnAol01 9Wl YPa@ nE NaA a' � �r •,•f-'-," \ H ■ PROPOSED CATCH BASIN xml NE Nnluaa wnaN.srAlE N°mrx cmEa,aPnoPsm,aulNxEs ' • I� �x - wizv Alo IaatAnon �6 En�oT�A�aiws� �'•o' 1 I '` Ilfrme I H _ - PROPOSED DOUBLE CATCH.BASIN I 4.44'y - m IArna P➢mP+wrs snrl Irlanl YEIE IY+anFD BY NBMA1oT. ' I I U PROPOSED WATER QUALITY INLET GENERAL'0 AND M NOTES: vl+a.e•xm s•¢� ;u�ia reAa�i I $ o 0 o a'Nm arl+aoo a ao�oi owxs'"°alai"1uofpsno .' way,IEx Gnat flR Cl'�I�Ah aa,xD I I ,••,�y (OIL/WATER SEPARATOR TANK) Oacmlr,rzuwwrE,GaE,fnurts awfyr WNn wnm mAAE4 >. ra aemmlAnormx�vr6l2 wr • �Q 364 r RwY�Dur%um � .moral��AT : aeaP'enAr�Ia00n/TBNAF lIXAlnn d NO SmalrAlYlNaY FmAManIf9 m 34. PROPOSED SEPTIC UNE IMaRAx nr Er uPR OeeF Dwrs aN®L Iz I�Ysrrnna a DofflaTPn s®an ro nuL TIE ?r 1r An �I PROPOSED.WATER UNE 2a Pis waxaaxa Na Ksoaanw ro rla wlaEalr lees I ' ] 4+a D� uN_ `wnio o aEvas° O Es a�a sae ma u Em aAEx a� PROPOSED UNDERGROUND wAtO�a.o�Aea%nE �Im 5�1 � \ \ ffi Au ItrDNo vn)n 9epYlxa 5110AN Ara APFPaaIAIE rePEa ro MaaernrN z µe arm s,NE Pfla . PROPOSED CAPE COD CADILLAC -i j I\ \ Y(P,, x ) ELECTRIC LINE 3a N w mosn u A�APwnm N as ro m a r a Ea m.w,r s e�"O ama sou m. E Gm a .BEinE xAfE u0 a„nADr fevml a• DEALERSHIP BUILDING _ I - -PROPOSED EROSION CONTROLrxauneNo w mwuxo:ra IOGE rAaEoullesv amrs N°IaaaAnoaa v"r'r,scvn slrfen"®xsED'ED• -2 l - raAuwAaf v ann ulalas. a Al0 IaDiAmn Axo e C GROSS FLOOR AREA=22,376 S.F.,,- - / \ 34." ® PROPOSED RIP-RAP mo�mx s. Yww soevAlx auoo Na ro a f/ Kv a..sDvm AwY ITaI ne eunw lt>FADIICfI 6 nE wreEfo IIw4m. , . _ I F.F.=38.5 \ x \ # PROPOSED LIGHT POLE a P1xu ePsaf Ave uwlT v IroPnmaw oAs Na uncles ro a omarD er i olsPmAE Is AmriEwTm smclr Ave x3s.ee 4 __� -z ssr 3s.a / ro le r Aoeamw¢rr ' w x�s ,� a\ ollas r mfArellox aDlx na ulom mffAY¢ are mxlaADlae n �e paw maaruTnf rTx vlam oavAYea Axo Au unnr ,yu,salE N°PalrAu amP»ras.vm ' Aw10Pr..TP \ _ Aa ro K x P1AE mwP9ee r)x Au na onm aaaAEEY unuATnn a<T AT yS- �\ - a Au u®arA wrwNs uua.0 aenneAna slwaEas s1Au I>E a sou IE a Pm aa.r«o . n1O1 fry -) \ 1r Pus 1 Dub,.Isz _ xss:9e r x]3 \ reJfoaD Ala IawAon.Ix sNID wn ao or\noon s�mol wiu n:\m A1°`lawtfal'Amolr. - - - I +o fr 1 \ r. I \ x NL ox rflw A wan won aP wr au laol'a A aorD awaN Kieor. �e 360.E X I�•a i Wa \ M 11E ClWXIT MRY Pox 00-Il0°t nE]a]MAY-I-Vir Wria iilrxA 1 X]3,) Ja.l pla�unl i'mnAwlmlr 4n' \ \ N OSDIMD:OIMATItlI 3191b plweA)OFAAL Paler POR D%ua¢pool aAm an NO alDewa 10-a4\ +m me SIA�CC wY rfa441�Mnga 'I-® - - MAP J45 LLOT J3 mIMrICIIw AODMnE9(malrlonoX a1mAL weep p�pi-r yapaaY 0.Y an Napa YAaa a+aW t\crn _ ,wrooa- Awel %rry°n�.10 - IsanNa A smrrA)ea vol)nwx wa.Esmf w+f (r a olaAlpO asM No A"w roslwfenw Paf 4-3- 4 wY9•]).Tr AD X 4.6t �Cwm."Comm.UN/TSI - $'y,l0 �ll W 9MIE AT ALL AYE 1HIalOIOUr OOOIrICII° A Dn691f ILO/aaAlNxf OP 9DY1119 1xA91 CIFWI 411Pa r),.ro col J/ rmi iu uia wvxs eE'PrilacEa 1'P•'ra tan T a� X R \ TNI alnFn Rd 10 IN1BNa ofl®OR wE-YNIYFACRRD YIaAOf GIOI aABElffD mHlw)DIYe1 3e.a \ O AT OIIWfCr./IaeOe IRAO.n PAD y 'm4 1 19.II \ PhWa4D G1W BISi 810d[\p1a Cr AEanOUr mOlwCIIOE r sADW X347a mmummolmIlL - 1 I X3). j.•.- .. Aoa a42 wig.SC IDNC IROnI oaAtf - .ALL PAID NE 9+a11D E seFT TIRO:A YDNn1 ooa0 c _ 49 a fa V \ pdaJt o,L �� \ a4 V 1 lITM fY rDE 1®mAre m61wCADx Ala TxO Toes PtA xnlE arf0 atefD M - I e•t.lx / s.+.11r Irh3am m J4.&4 .. Grz aYaxo Ave w0 an,o AE lArzrALL Y.AmIE f:f: - - � IY Am T 1 S MV wr-slo N1tA aa6Tlanmf. BENCHMARK: 3). #\ j I �------ c-- -1-i sl,i io liD9 \ o A \ a )' DFiIDA➢QLCMIBffi MAC NAIL IN SID[Y/Al)( I I 000 e 10 O \ 'A4) vao•.®e - Ixarfo CarSwla1101 A,o rm TrE Her Yams y pacer AFAn E.Em YAen slur E\Exr r w muAa) a "---..✓� P a ElEV.-37.94' .1 �anN4e Kea m¢Irinrx m OAlaa Pl+rod aA�aRAnaf Axo (NAw pa) I o I 034 1 aT� \ \ ` ,�iDs - - _ a.w""11p1eo eEr ra"°�"Pilan'°'ro o'�°"'aac"ileamrai mNlio f k-- ---�---- -- - 1Am Lztoese T mwElaI�eaa paf Acawuna aamEOPr Ara TOE a vane wTm Is coca rlaoE rre 1 s-4m \ s+sr)f roe SErEAK wn Airm A slmf Ewrr.xmur - N� / 3 �f � �,oao�sW�xo _ - �Ifp°nXr�lmssNn°�°EE�a'mm elwnlla'sat r�ila AURJ CUPS LLC CJ }4 RYtiJIa _ .Al0 AT IFATT E\EAY a 11:N9 ArIFa - . ' XJaI mTiO�OF STeICnIEr]a0 C40IwomYL .'AHYY WA wrP.OaN 0f DYIaO'O) f I 'A Vu wn.C� AI9.ier➢ro ]).49 I X3b.io 4 J e1�V"aWT-.II.4o 'S-iR \ £ xaRDr Y pEEAr}all AFIa YAIm a101al E\VPB en"auo-an I I fro.a®tffA�te4111Arnx srslof n u PmP.pen(zam DNIOr%) - _ r a,aawAa mmrwna im (4)Infw w(W aaTselleOlAaorn aJmn Imxoe%n. \ vaov.®4 \ mlanw ai sn:Exs Aw Iluw.aaAx ( froD olneoors ae• .��r AB.1OL L. ® I wv unws 4.70 Dean so�.wr.)NE..v°Fa N-m.wr aat'nwr:sl. X3S20 \ .. IM9)EDT KIFn Etrnl YM1IT TOer Eq(T fY all mFAIFA) PFJ414 ealaf RoxF2s_T PFe I I \1 � "��IrEtlp�m��PRroFn�aABnwI�IM NID 11erc iTEl tsE r Ar iFAa ra PEs\rw I 'Y� _ Pewia�xn�m Pao•.2f 1eaTArm - -�Er YFAven lD OdeE M aN1 aAlmf)f to , 1 - tea'oe LM-7 CLC s�E ro eE aAa� Inao4r AIO\ExrAmf s TIwYw Omc raa I xV aur�n.4e MAP all LOT 76-J tN D' (m - rill�'YA .W4aol nvAv\E naa mOrnl MDaf10 AID mA 1 N° o�iv a TAD�,; - BOn.E moNat wTIFA YUDs.mw91 NO wewa As _ f @ ` SEE SHEET 2 FOR GENERAL NOTES � ATr A.,ea.�a,nE �)fa9E amar n SEE SHEET 4 FOR CONSTRUCTION eea:Aa EAttAiEamsa�ma NOTES AND LEGEND FILE:2827.01-SITE Designed by: SCALE ��RICHARD PREPARED FOR: GRADING AND DRAINAGE PLAN Sheet of Drown by T : r N FOR 4 10 de! n 1 ® DESIGN ENGINEERS, INC. checked by SCALE I'= 30' LAHAM MANAGEMENT AND LEASING, INC. 0 15 30 4e F P 500 YARMOUTH ROAD CADILLAC CAPE COD JOB NUMBER Survey chk. by: it xA,E HYANNIS, MASSACHUSETTS P.O. Box 1051, Sandwich, MA 02563 (508) 888 9282 Approved by: DATE NO. BY" DATE REVISION HYANNIS, MASSACHUSETTS 02601 SEPTEMBER 29, 2016 2827.01 LEGEND . . IONN OF XN/N PNME,PLESENA EOP EXISTING EDGE OF PAVEMENT BARNSTALYE NERLESENA REAL 7Y CLWP - C/o BARNSTABLE - - _ NAp JA5[OT le EOP/VCC EXISTING EDGE OF PAVEMENT W/ - - AWN/dPAL'A/RPCIPT VERTICAL CONCRETE CURB NAP J45 LOT J PROPOSED SUBSURFACE - - ' INFILTRATION SYS7E7A - ----35---- EXISTING 5'CONTOUR LINE - . ----3s---- EXISTING V CONTOUR LINE X35.a2 EXISTING SPOT ELEVATION / N w pd EXISTING WATER GATE y SULLIVAAIfR- N q� t�P EXISTING WATER SHUT-OFF - .MAP JI5,LOT 22 , - EXISTING FIRE HYDRANT EXISTING GAS GATE . EXISTING GAS LINE - EXISTING OVERHEAD WIRE EXISTING UTILITY POLE - �� . mx r , ®- EXISTING GUY WIRE - - .#' EXISTING SIGN EXISTING T POLE - - N � —O—V EXISTING CHAINLINK FENCE o 0 0 0 0 0 0 o A \>d —EXISTING UNDERGROUND ELECTRIC PROPOSEDI — o - - •exx EXISTING ELECTRIC HAND HOLE glVE I AREA I PROPOSED SOIL _ ® 0 EXISTING DRAINAGE CATCH BASIN ABSORPTION SYSTEM N/T a EXISTING MANHOLE COVER . .. iI (SEE SHEET 8) - e DOG HIX/SE - - - L REAL Tr UC ®. EXISTING SEPTIC TANK COVER L--J NAP J+5[Or 20 Y�' �-• ,,,� =,(. ® EXISTING MONITORING WELL TANK( �S EET sj I '`"4., ,,, -y ~ i / ` :. •wx EXISTING IRRIGATION HAND HOLE _ CCB PROPOSED EDGE OF PAVEMENT o }.ryeyT l \ I \ W/CAPE COD BERM - TIE IN C,AS PFJt UTILITY- .. - UP Y SPECS i I _ ° C'. Y'„�'"+ �-%•w �+ _ VGC. PROPOSED EDGE OF PAVEMENT _ `., W/VERTICAL GRANITE CURB. _ \ MCC PROPOSED EDGE OF PAVEMENT W/ PROPOSED 6'WC I w I N A r t> - - - MONOLITHIC(CAST-IN-PLACE) CURB IRON CLASS 52 CEMENT °jO ` \' - ql1 WATER LINES WITHIN 10 FEET OF - PROPOSED CHAINLINK FENCE LINED FIRE SER SEWER.DRAINAGE,OR GAS LINES SHALL PROPOSED STOCKADE FENCE - PR 6' 8' � ` I J RE EN ASED IN POLYETHYLENE WRAP/TUBE - TAPPING SLEEVE \ - \ Pr7t HYANNIS WATER DEPT SPECIFICATIONS - - —a—PROPOSED 5'CONTOUR UNE AND GATE ALVE (SEE DETAIL).CLOUDED AREAS DENOTE TIE 0POSED WATER UN6 11Y WHERE ENCASEMENT WILL BE NECESSARY. PROPOSED 1'CONTOUR UNE PER HYANNIS WATER DEPr-1_ p\ �" O - .. �a PROPOSED SPOT ELEVATION SPECIFICATIONS(SEE DETAILS)rtll �� T �^,a ^.. n e1 1 't1�" - < PROPOSED TOP OF CURB PROPOSED ale I I \ ^C - PROPOSED BOTTOM OF CURB . STOP 2'INSIDE PROPERTY U E I i•..r.. `. - `- < - PROPOSED DRAINAGE FLOW ARROWS It,CD PROPOSED DRAINAGE UNE H - - ® PROPOSED DRAINAGE MANHOLE - R,o I. N-•-s > ` ;x+. _ ■ PROPOSED CATCH-BASIN ,II 1i PROPOSED 2'2aO Ps - �E77> - m PROPOSED DOUBLE CATCH BASIN A •7 CTS PLASTIC DOMErn ` °-'tf - - 0 0 o PROPOSED WATER QUALITY INLET a If' 1 W TER CE - (OIL/WATER SEPARATOR TANK) - r.I �1 . PROPOSED SEPTIC UNE - Il�-� _ PROPOSED WATER UNE � ft - - PROPOSED CAPE COD CADILLAC PROPOSED UNDERGROUND` ` 0p I DEALERSHIP BUILDING ELECTRIC LINE .�' 1� I. GROSS FLOOR AREA=22,376 S.F. � ___--- --PROPOSED EROSION CONTROL PROPOSED SITE ud1T 1WlE F.F.=38.5 / ` \.. EXISTING EDMONITORINGGRACE WITH 10 BE RAISED PROPOSED RIP-RAP (TYP)LSED SSE ANALYSIS _ 10 FINISHED GRADE WITH ROAD BOX .. .. SPECIFlCITIOMS AND ELECTRICAL fI 7{ wQ _ _ X+ oROPOSED LIGHT POLE . CONDUIT DESIGN BY OTHERS i } ! \� TIE IN PROPOSED ELECTRIC AND - - - I TELEPHONE/COMMUNICATIONS LINES PER UTILITY COMPANY SPECIFICATIONS 1.SOD GALLON IROI STRIA I 2I - PER.OSED. DUIT r WASTE HOLDING TANK'TIGHT TANK'PER K NAP.W LOT JJ 314 CMR 1&0 FOR SERVICE BAY _ ' (CYAVN.—Do ONNS) NON-HA i S WASTEWATER DI - PROPOSED 4'PVC DRAIN W - TO'TIGHT TANK' . 00 (13 LF O 21<YM SLOPE) p r 1 t _ . - RELOCATE UTILITY POLEAND OVERHEAD WIRE 1 WATER SYSTEM NOTES: - 1.ALL MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES, REGULATIONS AND SPECIFICATIONS OF THE HYANNIS WATER i I ---- --- - ---� E ` EXI TING MONITORING WELL TO BE RAISED SYSTEMS AS AMENDED TO PRESENT. WATER DISTRICT HAS AUTHORITY TO AMEND PLANS. BENCHMARK: 1 o I ` TO FINISHED GRADE WITH ROAD BOX YAc NAIL IN sDLY/Nx - n o 0 0. o00D e 1 2.DOMESTIC SERVICES TO BE 200 PSI CTS PLASTIC LINE TO WATER DISTRICT SPECIFICATIONS SLEEVED WHERE REQUIRED. o00 (N w 66) I o I 3.GATE VALVES SHALL BE MUELLER ONLY. IRON BODY, BRONZE MOUNTED, DOUBLE DISC, WITH TWO INCH OPERATING NUT WITH ---- ------ - �o�_o�A n--r✓ T L , V MECHANICAL JOINT HUBS. GATE VALVE SHALL CONFORM IN EVERY RESPECT TO ALL APPLICABLE AWWA STANDARDS. VALVE s., SHALL BE DESIGNED FOR 200 PSI WORKING AND 300 PSI TEST PRESSURE AND SHALL OPEN LEFT.- /V/r 4.VALVES SHALL ALSO CONFORM TO THE SPECIFICATIONS OF THE AWWA AS TO SIZE STEM, PITCH OF THREAD, GASKET SEATING MAP 345� LOT 2C1 �� ----- ( '/f - AREA SHALL BE FULLY MACHINED TO THE FIXED DIMENSIONS AND TOLERANCES AS PER AWWA SPECIFICATIONS.. ALL VALVES SHALL BE PROVIDED WITH."0" RINGS. THE DESIGN OF THE VALVE SHALL BE SUCH THAT THE SEAL PLATE CAN BE FITTED NTH PROP.TRANSFORMER ON ` - NEW'0' RINGS WHICH THE VALVE IS UNDER PRESSURE IN THE FULLY OPEN POSITION. - . CONCRETE PAD WITH PROPOSED - PROPOSTD SUBSURFACE - CONTAINMENT CURB - 5.HYANNIS WATER SYSTEMS APPROVED CONTRACTOR AND INSPECTOR REQUIRED. INFILTRATION SYSTEM ® 6.A REPRESENTATIVE OF THE TOWN OF BARNSTABLE WATER SUPPLY DIVISION MUST WITNESS THAT EXISTING SERVICES ARE CUT AND CAPPED AT THE WATER MAIN. IT IS THE CONTRACTCR'S RESPONSIBILITY TO CONTACT THE WATER SUPPLY DIVISION AND g SCHEDULE AN INSPECTION. - N/P - . MAP J44 LOT 76-1 DQ - SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 4 FOR CONSTRUCTION NOTES AND LEGEND FILE:2827.01-SITE Designed by: oe RiC Sh eei Of SCALE PREPARED FOR: UTILITY PLAN Drawn by: ° T L FOR Alconlic LAHAM MANAGEMENT AND LEASING, INC. 5 10 ® DESIGN ENGINEERS, INC. Checked by: o SCALE 1"}0 30'45 ;, CADILLAC. CAPE COD JOB NUMBER Survey Gnk. by: 500 YARMOUTH ROAD' HYANNIS, MASSACHUSETTS P.O., Box 1051, Sandwich, MA 02563 (508) 888 - 9282 Approved by: DATE NO. BY DATE REVISION HYANNIS, MASSACHUSETTS 02601 SEPTEMBER 29, .2016 2827.01 I � TEST PIT/1 - ELEVATION='- - - TEST PIT/2- ELEVATION v - TEST PIT#3-ELEVATION .. DmTH BOITGI SOIL SOIL REDOXIMOFPWC DEPTH BOTTOIA -SOIL SOIL REDONMORPHIC DEPTH BO1lTx1 ROUTE 6 - FROMSOLFROM OF LAYER SOILSOIL SOIL RmOIDMORPNIC FROM d•U SOIL TEXTURE COLOIt FTANF6 OTHER ... SURFACE ELEV. HOWZON TEXTURE COLOR FEATURES OTHER SURFACE ELEV. HOPoZOIN TEXTURE COLOR FUTURES OTHER EXIT 7 - N/F' SURFACE ELEV. MOINZQI (MCHESLAYER (USDA) (MUNSERL) (MOTLES) (USDA) (COLOR1) (MOTTES) Nly - MERfFSENA (INCHES) (FEET) (USDA) (MUNSEIl) (MOTTLES) - - ) (FEET) USDA (INCHES) (FFE'I) BROW 00CE' MERLESENA EAL TY COR .(r .. C/D BARNSTABEE MAP J45 YAP RIGS LOT J 34.24 NNE PROPOSED $ PERCOLATION TEST BY: FEROOLAMoN TEST BY: PERCOLATOR TEST BY: - A'EMN m? SUBSURFACE �qL YAR.MC AMR- INFILTRATION MTNESSED BY M,NE,SSD BY. - WTN®BC I SULLLPAN SYShY \ i DAB]COEAIICN RATE .PERCOLATION RATE - PERCOLATION RC RATE: LOCUS PROPOSED L ABSORPTION YAP J45 LOT 22 SYS717I.of LONG x 36• V'[. Saw WD LEACHING BED - A \ 1 LEGEND VV 0 TEST PIT/4-ELEVATION - / DEPTH BOTTOM FOP EXISTING EDGE OF PAVEMENT.as FROM °F U'fER SOLI SOIL son. REDOMYORPIBC T3 TEXTURE ceLDR FUTURES OTHER to (a6 ELEV. NOPoZON (USDA) LMCOLORJ (MOTTLES) EOPNcc EXISTING EDGE OF PAVEMENT W/ 1 m 0 o ) (FEET) VERTICAL CONCRETE CURB R9 15 R -L \ --35----EXISTING 5'CONTOUR LINE OU S2n Hx .os I I \ \ - - - - - -' - -- PROPOSED 28.2' �� _ _ _ _ _ _ _ ---. 30 --- EXISTING 1'CONTOUR LINE �2 \ - OLD YARMOUTH ROAD INSPEC(�OF 5) ) ^ ( _ - - - _ - _ x3s.42 EXISTING SPOT ELEVATIONI'll, m EXISTING WATER GATE DISTRIBUTION BOX(VAGGINS]7 /Im I / o o I o 0 0 0 - -- - - - _ * EXISTING WATER SHUT-OFF SCALE:US M 00't PRECAST OB-8,H2O OR APPROVED EQUAL) q�REq� / ss.4z ° °° PERcaLAnON TEST er. - EXISTING FIRE HYDRANT \ I gl I X37.E2 / PROPOSED WnNES�Ent. GENERAL NOTES: PR 2 COMPARTMENT y 'DAL ()' 5 oVEROIG DATE: EXISTING GAS GATE 1. RECORD OWNER s JOSEPH L AHAM 5.500 GALLON,H2O SEPTIC / x3aEb �9 Pv oounO RA M. 500 YARMOUTH MASS ROAD EXISTING GAS LINE TANK('MCGINS PRECAST H2O LL I / �_xti / r\ 41'�° -axw EXISTING OVERHEAD YARN HYANNIS,MASSACHUSETTS o2gm ON APPROVED EQUAL) 6 /��:•..'::.`- `-''."-..i\ 7 ;Q \ 34.20 2. THE LOCUS PROPERTY IS SHOWN AS PARCELS 21-1 AND 29 ON THE TOWN OF SEE DMGN FORMULA FOR I I �. •':..•:ryu'' \ MININUY P TMENT 9ZE5 L +. �,`.•„ RISE / ASSESSORS AP EXISTING UTILITY POLE BARNSTABLE N 34& PAVEMENT ,f'•'• '''777 -- - �0. 3. THE EXISTING CONDITIONS SHOWN HEREON ARE BASED UPON A FIELD SURVEY TIES I I. • ,`•*"~''Y'.?. +L.H-.� + .I I N/F' 2'UIER PROPOSED (MIN CHEFS)- EXISTING GUY WIRE BY ATLANTIC DESGN ENGINEERS, INC. IN,NOVEMBER OF 2015 THE TOWN OF • X DOC NOSE # EXISTING LIGHT POLE BARNSTABLE GIS SYSTEM. V, t Tot 2 PROP CLEAN BACKFl B IN RMAP 345 p ��W�� EXISTING SIGN 4. EMS NO UNDERGROUND U761RE5 INFORMATION IS BASED UPON PLANS AND / a4.2z NAP JAS 4 3/4' 424' `)° •>✓.^'T:`.^.�' 31(/1 1 I LOT 20 �`STONE TO AS-BUILT INFORMATION ON RECORD AND SURFACE FEATURES AND IS NOT THE ----0-...r. O EXISTING CHAINUNK FENCE RESULT OF A SUBSURFACE SURVEY BY ATLANTIC DESIGN ENGINEERS.INC. 70.Y y- ) 6'MINIMUM 1-1/2- �up-VN a.EANOUT 11 m Wpm - EXISTING UNDERGROUND ELECTRIC 5. THE PROPERTY Is ZONED AS BUSINESS DlsmlcT (B) PER THE TOWN of O BARNSTABLE ZONING MAP. aet9 SEPTIC SETBACKS (MIN.) 6.0 6.0' MINIMUM s.o' 6.0' 3.0' STONE •]NH EXISTING ELECTRIC HAND HOLE _ 4•p�ORgTOp gCH s'MINIMUM ® ❑ EXISTING DRAINAGE CATCH BASIN 8. THE PROPERTY LIES WITHIN FLOOD ZONE X BASED UPON A RENEW OF FEMA'S �- SEPTIC TANK LEACHING FACILITY 40 PVC LATERAL SEPARATION FIRM PANEL NUMBER 250001C0587J,PRELIMINARILY DATED JULY 18.2014.THIS A WRIER LINES WTHIN 10 FEET OF Y - / \ ] BOTTOM OF BED LENGTH DISTANCE FROM SENEJt,VENT.DRAINAGE OR GAS LINES � ` t - $ i .4b ` PROPERTY ONES 10' PROPERTY LINES 10' ENDS CONNECTED TO FOR ENTIRE LEHGTH" W EXISTING MANHOLE COVER AREA IS DETERMINED TO BE OUTSIDE THE Q2x ANNUAL CHANCE ROODPIAIN. SHALL BE ENCASED IN OR GA H LINES CELLAR WALL 10' CELLAR WALL 20- 4-PVC VENT PIPE _GROUNDWATER WRAP BE PER HYANNIS WATER DEPT °I ° \ - - (VENT TO ROOF) ® EXISTING SEPTIC TANK COVER 7. THE PROPERTY LIES TEM. A ZONE II BASED UPON REVIEW OF THE TOWN OF WRAP/TUBE o -a a '��- WELL 50' WELL 100' - BARNSTABLE Gs sYsiEA4. SPEC: CATIONS(SEE DETAIL).CLOUDED a L I r x `,a X39.4 ^xs ❑ �� S4.za DRYWELL 10' DRYWELL 25' SOIL ABSORPTION SYSTEM (LEACHING BED) CROSS-SECTION ® EXISTING MONITORING WELL - AREAS DENOTE WHERE ENCASEMENT WILL I y 35-- O - m s^•,. & THE PROPERTY LIES WITHIN THE WELLHEAD PROTECTION OVERLAY DISTRLCT BE NECESSARY- n - n- 1 \ ;�E•+ •MN EXISTING IRRIGATION HAND HOLE BASED UPON REVIEW OF THE TOWN OF BARNSTABLE GS SYSTEM. VENT LDGMN CCB PROPOSED EDGE OF PAVEMENT 4•PNc ro fOfT S. THE PROPERTY DOES NOT UEO RARE S ESTIMATED HABITAT OF RARE WILDLIFE I f' 3T.41 8 t y- IGFANQUT \ 1 4 ro ff COOT m FD RaaF W/CAPE COD BERM OR A PRIORITY HABITAT OF RARE SPECIES BASED UPON REVIEW OF THE 7e _ 11 ,+� - FOw[ T TO TB:OWILW NO - I NATURAL HERITAGE AND ENDANGERED SPECIES PROGRAM 2008 MAPS \-� •' i•.-e:, '' '-'�} `^II !H,ro ARG-er P0.O"0E 01g] VGC PROPOSED EDGE OF PAVEMENT OBSERVED ON THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. xNn. t2� FI99FD WADE fPFMxc°M .I W/VERTICAL GRANITE CURB - - pC- I ." 'f L - Stt 10.THE PROPERTY DOER NOT LIE WITHIN.AN AREA OF CRITICAL DINRONYFNTAL sa4 F._ I - \ �' PROP° �DNG A sw MCC PROPOSED EDGE OF PAVEMENT W/ CONCERN BASED UPON A RENEW OF THE MASSACHUSETTS GEOGRAPHIC 1 I a;•},,w•,; tip`•, t I I`& .1' p. I MONOLITHIC(CAST-IN-PLACE) CURB INFORMATION SYSTEM. `III I - TIED PROPOSED CHAINUNK FENCE SEPTIC NOTES: s _ - J - Al-PIPE To SCH.40 PVc I vy Wa a>m PRaPasD euEDNo �•-•^•-PROPOSED STOCKADE FENCE 1 All DIMENSIONS ARE PERPENDICULAR To THE PROPERTY LINES. g•�,40 VC O To R i tE PRrnacD BUIONo �---PROPOSED 5'CONTOUR LINE p sA4 •� IRIS FROM BUILDING 1C34. PLMTfNARD - . ¢ TO SEPT I ^Y PVc PPE 2 ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN BOARD OF WITH THE PROPOSED 1'CONTOUR LINE STATE SANITARY CODE T71£V AND THE LOCAL BOARD OF HEALTH • _ N/F PLAN NEW P4c mA - I� S 5445 MAP J45 -b. ° bb VENT DETAIL PLAN VIEW PROPOSED SPOT ELEVATION REQUIREMENTS. (COALT CONDO. oe �o,o$ M-a SIZE g rwT ro TRUE m PROPOSED TOP OF CURBCHA / 3 \ PROPOSED CAPE COD CADILLAC \ UN/IS) _ 3• •µDM DESIGN ENq THIS EPLAN MUST BE APPROVED BY THE BOARD OF NF�1LTi DEALERSHIP BUILDING ,\ ro Trrrxs>:,w K - PROPOSED BOTTOM OF CURB. _ \ °E+ r" `i�DO° DESIGN FORMULA:' 4. DBd!EN(IN�µD BOARD OFF'HE THE TTO(INSPECT Au NonFr THE I �/ GROSS FLOOR AREA=22,376 S.F.•� - ` £\ a4.5a TYPICAL SEWER d-FANOUT DETAIL NO GARBAGE GflINOQt ALLOWED WTI THIS DESIGN PROPOSED DRAINAGE FLOW ARROWS xas.>4 F.F.=38.5 PROPOSED DRAINAGE LINE 5. HEAVY EQUIPMENT SHALL NOT TRAVEL OVER DISPOSAL SYSTEM DURING CR I SYSTEM REQUIRED PROVIDED AFTER CONSTRUCTION, Xab.bb X's7 W\ ® PROPOSED DRAINAGE MANHOLE DAILY FLOW _ 6. TIGHT JOINT(T.J.)PIPING 58ALL CONSIST OF POLYVINYL CHLORIDE(PVC)PIPE, 8 SERVICE LIFTS x 150 GPD/BAY 1,200 WD PROPOSED CATCH BASIN SCHEDULE 40.ALL PIPES TO BE LAID ON FIRM BASE AND TO BE WATERTIGHT. 4.ao ALL CONNECTIONS AND JOINTS SHALL BE MECHANICALLY SOUND AND TIGHT. I •'� !/ sz _ xDs.De 3� R L 5\ - SCREW TYPE 2,616 SF RETAIL o 50 GPD/1.000 SF 196 G'D PROPOSED DOUBLE CATCH BASIN- \ al ) 1 ❑ ,Ip', xa3. \ - CAP 2,818 SF OFFICE O 75 GPO/1,000 SF 196 GPD 7. DISTRIBUTION HAVE SHALL BE TEE ER TESTED FOR LEVELNESS.INCHAB VE THE OUTLET I CONDUIT `�' TP - FINISHED GRADE 000 PROPOSED WATER QUALITY INLET BOX SHALL HAVE AN INLET TEE EXTENDING TO ONE INCH ABOVE THE WTET aa,a} Eta �I b _. \ -A`�A�.I / \ 12 SH MOUNTED SEPARATOR TANK INVERT ELEVATION. INSTALLATION. CAST IRON ROAD LEACHING AREA: (OIL/WATER ) J I{ Box WITH 2 x LEACH( 23z .� 4 PVC DRAIN .y -- REMOVABLE COVER .}' 36' NG aED 2. SF PROPOSED SEPTIC LINE a THE DESIGN ENGINEER SHALL GRATIFY ALUTON - - A �A TO'TIGHT TANK' / .et. CONCRETE C078• 2 x 0. 2 • SYSTEM COMPONENTS BE REQUIRED STAND H- \ 4 PERF 6, 3\ To..ta. \-(13 LF O 2!YIN SLICER) 3.b LLaR LEACHING CAPACITY PROPOSED WATER LINE 9 ALL SEPTIC TEM COM 67HAll REQU TO WITHSTAND 20 \ ` SIDEWALL: 232 SF 74 GAL/SF 1737 GPo L6s cpD PROPOSED UNDERGROUND LOADING. \ o a•O - P CPOSED _ EXTEND TO °N PROPOSED 1,500 INDUSTRI}).� - I SUBSURFACE 'u NATURAL SOIL ELECTRIC LINE 10. EXISTING LOT SERVED WITH TOWN WATER SEANCE - WASTE HOLDING TANK'TIGHT TANK'PER W INFILTRATION �' 4 - OPTIC TANK(2 COMPARTMENT): - PROPOSED EROSION CONTROL 314 CMR 1B0 FOR SERVICE BAY \ # ,I NATURALLY OCCUPoNG SOIL 1ST COMPARTMENT=2 x DAILY FLOW 3,474 GAL 11. CONTRACTOR SHALL REMOVE ALL UNSUITABLE MATERIALS(ORGANICS, FILL,A omA L- AND B LAYER SOILS)WITHIN 5 FEET ALL AROUND AND UNDER THE PROPOSED N -HAZARDOUS WAS TER DISPOSAL I ) Xa>1 w4 1 m. ` A 2ND COMPARTMENT-1 x DAILY FI.OW 1,73E PROPOSED RIP-RAP - I "\ - �''• - INSPECTION PORT DETAIL LEACHING FIELD AND REPLACE WITH SAND.CONFORMING TO 310 OAR 0 se I I • \ �{rom4 \ ; 5,2n GAL 5,500 GAL #- PROPOSED LIGHT POLE 15,255(3), - 'BENCHMARK: (. I o I A �\ ; WIGGINS PRECAST 5,000 GALLON H2O YAWNS PRECAST D139 H2O - PROPOSED OVERDID,OVTROG UNTIL c NAG NAIL IN SIDEWALK 1 000 _ \/ /o' 0 47 OR APPROVED EQUAL- OR APPROVED EQUAL C LAYER IS ENCOUNTERED(SEE NOTE 11) ELEV.-37.94' I ° •o O ° ^•sue, /" ° t FINISHED FLOOR -2 COMPARTMENT SEPTIC TANK- -DISTRIBUTION BOX- ,\ 4'PERFORATED PVC,SON 40 O (HAW 88) ( I O \I D \ \ ` ELEVATOR-38.5 PROVIDE RISER AND COVER PROVIDE RISER- . X ° TO FINISHED GRADE AND COVER TO - '�---- 62'LONG x 38'WIDE LEACHING BED O.SS SLOPE WITH 3/8'MIN.AND 37.E I - 1 ( - \ \ \ \ - WITHIN g'OF _ -SOIL ABSORPTON SYSTEM 5/B'MAX PERFORATIONS 1 \, FINAL GRADE' NIP PROPOSED SEWER F.C.- 38.75' TO SB e F.G.-38.55'3 F.G.-36.55'3 .J., - F.C.-35.6't TO 35.3'3 AU10 5 LO LLC ) LINE OUT Of YAP J4L5 LOT 2-1.. ������ ' m I /N BUILDING OUT 3'MAK COVER 8' MP a • X 35.LI - '/ - 20'. 9''MIN.COVER - NIFL 3'MAX COVER 1 - - 9'MIN.COVER PROVIDE 2'OF j'TO 3 ( 5' l 35. tg•f � MI TOP OF STONE ( PROVIDE 2'OF 1 DOUBLE -xAlo _I W1LLC ELEV. MAP J44 L0776-! M�\ \\ Z OUTS IN--- OUT I IN F1EV-�.�' WASHED STONE lYP) WASHED STONE TYP) (TYP)I 6"PVC O1.11C IN o� <- I :.�C.i: +.:Y.+. R+.IYs 8'PVC O L_ 5:•TY>�:� .Y;=�>(>- .,�:.,,,.Y,..Y>:�i•Y>: J EXISTING SEWAGE FLOW CALCULATIONS* PROPOSED SEWAGE FLOW CALCULATIONS* • COMPARTMENT 1 1x MIN. 4'PVC O (ESTIMATES BASED UPON TITTLE 5) - (ESTIMATES BASED UPON 1171E 5) - - 3,a4 GAL(MIN) .(TIME) 1x MIN. v. 34.30'- ( ) �V• EIEYnT]M3 S em 5.MINIMUM CATEGORY SEWAGE FLOW ESTIMATE DESIGN FLOW([;PDT CATEGORY SEW* OW E¢TMATF LI SIG.L OW(((POT •:. . . . .• .:.:. J3.78' _ SEPARATION TO 5-MIN TO L' LIB AILDLlL'LT UNIT SEWAGE R F-Fl - REV. J4.05' ( GW) RETAIL Z182 S.F. 50 GPO/1000 S.F. 109.1 RETAIL_ 6.818 S.F. 50 GPD/1000 SF. 341 � :•PROVIDE lEVE1 8' � ELEV• - HIGH GROUNDWATER OFFICE 2,132 S.F. 75(.PD/1000 S.F. 1824 OFICE- 2616 SF. 75 G,'PD/1000 SF. 198 � 108f COMPACTED CRUSHED 83 STONE BENEATH SEPTIC 62'LONG x SB'WOE LEACHING BED SEANCE 14 SEANCE UF75 150 GPD/LJFF 2,100 SEANCE 8 SERVICE LIFTS 150 GPD/LIFT 1,200 - TANK PROVIDE LEVEL 6" L7 k Le-20' BOTTOM OF BED LEVEL.FOR ENTIRE LENGTH CWPACIID CRUSHED COMPARTMENT 2 STONE BENEATH L2 R LS-13' : l3 t L411'. 1,73E GAL(MIN) gSLRIBOTION BO% - DETERMINED BY TEST PIT 76TAC 3'Z39T:SG+R TaT� 3T:73TT�D - aw ELEYAnON TO BE NOTES • .EXISTING FLOOR AR US ARE BASED UPON INTERIOR AS-BUILT BY ATLANTIC SEWAGE ESITMATES BASED UPON PROPOSED FLOOR AREAS IN PUN ENTITLED'CAPE' OD CADILLAC, 1.THE OUTLET TEE IS TO BE FITTED WITH A GAS 2 SEPTIC TANK SHALL BE 3.SEPTIC TANKS SHALL BE PROVIDED WITH AT DESIGN ENGINEERS,INC.IN JUNE OF 2016. 6 00 YARMOUTI4 ROAD,HYANNIS MA 02601- AREA PLANS'PREPARED BY GENSLER,DATED AUGUST - BAFFLE AND EFFLUENT TEE FILTEH. USE ZABE. EMBOSSED WITH SEAL STATING MODEL OR APPROVED EQUIVALENT. CONFORMANCE WITH ASTM C LEAST THREE VA E IMPERMEABLE MANHOLES COVERS PROPOSED s O TI SYSTEM PROFILE - RE 2018E 1227-93. READILY REMOVABLE IMPERMEABLE COVERS(1F (NOT TO SCALE) • RETAIL CONS575 OF SHOWROOM.CUSTOMER LOUNGE AND NEW CAR OEJVEtY - - DURABLE MATERIAL •'• OFFICE OCNSITS OF SALES.NON-CUSTOMER TOUCH POINT AND SERVICE WRITE UP FILE:2827.01-SITE Designed by: RCN RD Sheet of SCALE _ R PREPARED FOR: SEPTIC SYSTEM DESIGN PLAN Drawn by �` T^ s '^ FOR AllanliC ® Checked by: SCALE 1' = 30 LAHAM MANAGEMENT AND LEASING, INC. 6 10 DESIGN ENGINEERS, INC. ° 15 30 45 500 YARMOUTH ROAD CADILLAC CAPE COD JOB NUMBER Survey chk.by ° HYANNIS, MASSACHUSETTS ® P.O. Box 1051, Sandwich, MA 02563 .(508) 888 9282 DATE HYANNIS, MASSACHUSETTS 02601 2827.01 Approved by: ii0. .BY DATE REVISION SEPTEMBER 29, 2016 N/P I PROP.6'HIGH WHITE VINYL '/✓/F . TOINV OF FENCE FOR SCREENING ALONC .Kk/N P NERLESENA B4RNSTABLE _ RESIDENTIAL PROPERTY LINE MERLESENA REAL TY CORP - • C/O BARNSTABLE - PROP.FENCED-IN MAP J45 LOT/B NUN/LYPAL A/RPOPT PROP,ARBORNTAcS AT 5'D.C. CONCRETE OP.FENCED-IN PAD - COVER- mA 3I.5 Lori FOR SCREENING ALONG VARIESD-REFER TO ECIES RESIDENT AL PROPERTY LINE - SCHEDULE . SPACING BULBS - - (SEE SCHEDULE) 6'DEEP DAYUUES KERN M d' O" • S'BARK MULCII . MAR"I,'AVER- . SULUVAN MAP J45 LOT 22 51 $ -(1)�_«, 12' 12'PREPARED TOPSOIL 4' �FlED SUBGRADE - SUSGR (35).TO-EG E - - GROUND COVER SUR OAYIJLES. PI ANTING BED DETAIL- - NOT TO SCALE S, 3'MULCH REMOVE BURLAP FROM \ TOP 3 DF BALL CONSTRUCT a EARIH SAUCER FILL WITH r tfll BARK MULCH (1)AR-OG \ yA BACKFlLL WITH PLANTING OOG HOUSE MIXTURE 3 TOPSOIL 3 \ _ REALTY UC MAP J45 LOT 20 COARSE SAND AND 3 PEAT. . (4)AC MOSS IN 9'LAYERS.WATER EACH DYER UNTIL SETTLED (1)AR-00 ` _ - UNDISTURBED SUBGRADE (1)�_� SHRUB PLANTING DETAIL - NOT ro SCALE �I (RHa�Iv 'rROPosm eucK: NOT'WRAP Deaouous TREES(I.CAL+) 1 # # # \ WITH BURLAP OR ASPHALTIC CHNNUNK FENCE u - WITH BLACK VINYL KRINKLE NRAFT TREE WRAP. # \ GROUND LINE TO BE AS DECIDUOUS- ` SLAYS(TYP) EVERGREEN- PRUNE BACK.25'ON-SITE E EXISTED AT NURSERY M SPRAY W/ANTISENT. NT Ci IF FOIJAOE PRESENT: VAK PROPOSED LANDSCAPED RED (6)AC \ $ _ S GUYS GA GE IR 11 ✓ I /�' 25'X 10 CEDAR PER OWNER/LANDSCAPER _ - AROUND TREE STAKE 7 EXPOSED q i I 4 K WITHTURNBUCKLE-,__ 2'MULCH \ 'SOIL SAUCER 2'X2'K2'STAKE _ - ...-.. - TOPSGLLk PEAT MOSS • -. .. ... FLUSH WATER EACH CRADE ro FW. �..•12'MIN I.iX)SEH SUBSOIL UNTIL SETTLED LAYER MIN \ S. �tVO� EXISTNG OVERGROWN - EVERGREEN 1REE -TURN BACK BURLAP IS�� p�p SRUSH/VEGETA7ION ALONG OLD FROM TDP OF BALL YAR• - - R '� AND REPLACED ROPE TO BE GEARED STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN .. AND REPLACED WITR GRASS RED NOTE STREET TREES OF NURSERY STOCK CONFORMING TO THE (1)AR-OG PROPOSED CAPE COD CADILLAC \ TREE Nor TO scAlE EJAL DEALERSHIP BUILDING PLANTING AND LANDSCAPING NOTES: t I GROSS FLOOR AREA=22,376 s.F. \ ALL LANDSCAPED AREAS #. F.F.=38.5 \ _ TO BE PROPERLY IRRIGATED. 1. ALL PLANT MATERIAL TO BE INSPECTED AND SEALED BY LANDSCAPE ARCHITECT. . (1)AR-OG 1 - - i 2.ALL LANDSCAPE ARCHITECT PRIOR TO STARED I�•N 1HE FlEID.AND REV1El1ID AND APPROVED BY 1NE - I , IRRIGATION DESIGN BY OTHERS ••1: s - - 3. NO SYNTHETIC BALL WRAP WILL BE ACCEPTED.ALL BALL WRAP SHALL BE REMOVED FROM THE S9 1 TOP 2/3 OF THE BALL AFTER PLANT HAS BEEN PLACED IN HOLE TO PROPER ELEVATION. I Y _ 4. ALL R.BEFORE SHALL BE FLOODED NTIR WATER LL TIME A.PUNTING AND AGAIN 24 HOURS # i ,V _ LITER.BEFORE PLACEMENT d•ENTIREBACICFlLL AND BARK MULCH. _ NAP Jis LLOT 3J (COMM.CQVOO.UN/7SJ 5..THE LANDSCAPE REQUIREMENTS. SHALL REFER ro THE DETAILS PROVIDED FOR ADDITIONAL PLANTING REWIREMENTS j6Le' _ I1 6. THE LANDSCAPE CONTRACTOR SHALL IMMEDIATELY REPLA ANY PLANT MATERIAL THAT IS NOT 1 \ HEALTHY AND VIGOROUS PR 1 NOR SI FINAL INSPECTION OF ORE PLANTING,THE LANDSCAPE - - THE DATE OF ACTOR ACCEPTANCE LL BE ON ' '. I I .•....- _ �.. .... .:: .' (1)AR-OG ; .. RESPONSIBLE FOR MAINTENANCEd'THE 2 YEARS AFTER PLANTS FOR 7. .ALL DISTURBED AREAS TO BE LOAMED AND SEEDED. ;1 & THE TREES PLANTED SHALL HAVE TEMPORARY LABELS SO THAT INSPECTORS CAN DETERMINE (1)AR-OC - 1 THAT THE REQUIRED SPECIES HAVE BEEN PUNTED, - < WHERE GRASS IS TO BE PROVIDED,A-MINIMUM OF,6-OF LOAM SHALL BE APPUED PRIOR TO THE APPUCATION OF THE GRASS SEED MIXTURE . (1)AR-OC \ T ,Sa�iR �1 10.SHRU S TO BE 4'FROM EDGE OF PAVEAFNT/6ERM GUTTERUNE OR TO THE MAXIMUM EXTENT AUTO CU>S UC - GRASS ��, GRASS GRASS ; ) - 11. ALL LANDSCAPED AREAS ARE TO BE PROPERLY IRRIGATED.DESIGN BY OTHERS. - MAP 345 LOT 2-1 - - GRASS PROPOSED LIGHT POE g` •REFER To LIGHTING , PLANT 5CHEDULE REFER BY OTHERS _ _ ( ) TK=5 CITY BOTANICAL NAME COMMON NAME 'CANT CAL 51zE AR-OG 10 Acer Rubnen'October Glory' October Gory MaPle - B 4 BB 3-3.5'CAL. - W-2 LLC MAP Jii LOT 76-1 SnKUBS OTY BOTANICAL RAMC COMMON RAMC" CON( CAL Slze AC 9 Am Wl h-c.,.d— 5hadbbw 5eR,.d—,y BBTBB 4-5' .CF3 10 Co eeRrr�'KeheyR' Keb r Dognood 30.1 23'hqL TO-CG 35 TK9.o elble'Emerald Green- F—W Omen A,b.-tft B 4 B &.0 Ifr. SEE SHEET 2 FOR GENERAL NOTES GROUND COVM CITY BOTANICAL NAME COMMON NAA4. eoNr 5FA(aNG SEE SHEET 4 FOR CONSTRUCTION '^' IN° m" Fig- NOTES '�° AND LEGEND Cr - FILE:2B27.01-SITE Designed by: SCALE o RICR PREPARED FOR: LANDSCAPE PLAN - Sheet of Pimlico Dr°Wn by ° ' LAHAM MANAGEMENT AND LEASING, INC. FOR. 7 10 AD DESIGN ENGINEERS, INC. Checked by: SCALE I" _ 30 6 50o YARMOUTH ROAD CADILLAC CAPE COD 0 s 30 as JOB NUMBER Survey onk. by: ° WW HYANNIS, MASSACHUSETTS P.O. Box 1051, Sandwich, MA 02563 (508) 888 — 9282 . Approved by: DATE r'°""` N0. .BY DATE REVISION HYANNIS, MASSACHUSETTS 02601 SEPTEMBER 29, 2o1s 2827.01 MAY OFN/f - I � - .KWN P MERLESEA'A BARNSTAPLE - �.MERCESP REALTY CORP. C/O BAAWSTABLE EXISTING CHAINUNKEXISTING MAP 3/S COT lB DEMOLITION NOTES: AlMAP AL A/Or J FENCE TO BE REMOVED GUY POLE NAP JI.S LOT J - ' TO REMAIN - 1. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED.IN STRICT ADHERENCE TO ALL -4 _ . m FEDERAL, STATE, AND LOCAL REGULATIONS. , 2. LOCATION BUILDING DEMOLITION EQUIPMENT THROUGH THE STRUCTURE AND 7 ATWN'� REMOVE MATERIALS SO OS NOT TO IMPOSE-EXCESSIVE LOADS ON SUPPORTING 1 MARKW/EA EP- WALLS, FLOORS, OR FRAMING. 5T/LL/YAW $ EXISTING LIGHT NAP Jay LOT 22 P.To BE REMOVE ! 3424 34'S i 3. PROVIDE APPROPRIATE SHORING, BRACING AND SUPPORTS TO PREVENT UNCONTROLLED MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURES TO BE HAND 3e.es AND IRRIGATION HOLE TO REMAIN DEMOLISHED,(AND ADJACENT FACILITIES, IF APPLICABLE). H / .93 \ � - .. 4. DEMOLISH AND REMOVE ALL FOUNDATION WALLS, FOOTINGS, SLABS. AND OTHER \ - MATERIALS WITHIN THE AREA DESIGNATED ON.THE PLANS. 1 -x3s.fis ;` 5. ERECT AND MAINTAIN PROTECTED PASSAGEWAYS IN ORDER TO PROVIDE SAFE ' EXISTING WATER VALVE AND 37.11 / .os I I PASSAGE FOR PERSONS AROUND THE AREA OF DEMOLITION. WATER SERVICE TO BE REMOVE Hr / \ (CUN) CAPPEDT AND CAPPED AT THE \ x3z1T PER HYANNIS WATER / n 6. CONDUCT ALL DEMOLITION OPERATIONS IN A MANNER THAT WILL PREVENT DAMAGE \4AI - - I TO STRUCTURES, ADJACENT BUILDINGS, AND PROPERTY AND IN A MANNER THAT. DEPT.sPEaFlCAnafis I \ 'r EXISTING WILL PREVENT PERSONNEL INJURY TO ALL PERSONS. � 3a03 Y5 � PAVEMENT TOj \ x .z - - 37.47 / BE REMOVED / '' \I 7. CONDUCT DEMOUTION.SERVICES IN SUCH A MANNER TO INSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT FACILITIES. / I/ x3s.az / DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIED FACILITIES x37ez / , I WITHOUT PRIOR WRITTEN PERMISSION FROM THE APPROPRIATE AUTHORITIES. EXISTING / X36.68 / EXISTING WATER VALVE - y/r PROVIDE ALTERNATIVE ROUTES AROUND CLOSED.OR OBSTRUCTED TRAFFIC WAYS, LIGHT POLE TO TD BE REMOVED / DOG/ / PER HYANNIS WATER - REAL NIX/ - IF REQUIRED. DOSBE REMOVE / _ / \ REALTY LLC AND G G GAS LINE / DEPT.SPEGF.SOIL S \ 34.zo MAP J45 LOT 20 . AND CATS VALVE EprnNO EXISTING SOIL 8. USE WATERING, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS, AS TO BE REMOVED MANHOLES. TO BEP EM srsTEu - / .FENCE BE REMOVED NECESSARY TR LIMIT THE AMOUNT OF AIRBORNE DUST, DIRT, AND DEBRIS. CLEAN SPED UTILITY CATCH TO BE REMOVED ! - - ADJACENT STRUCTURES AND IMPROVEMENTS OF ALL DUST AND DEBRIS CAUSED ( SPECIFICATIONS BASINS AND I BY THE DEMOLITION OPERATIONS. RETURN ALL ADJACENT AREAS TO THE 31' X3647 BE PIPING To / "' x / CONDITIONS EXISTING PRIOR TO THE START OF WORK. PROPOSED SAWCUT(TYP) I / REMOVED I / ® 1 9. ACCOMPLISH AND PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT APPROX EgrnNG WATER (D \ I THE UNAUTHORIZED ENTRY OF PERSONS AT ANY TIME. SERVICE TO BE RE10VE(CUT I W W EXISTING DISTRIBUTION I - AND CAPPED AT THE MAIN)PER © BOX TO BE REMOVED \ EXISTING CATCH - 10.COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE HYANNIS WATER DEPT. g (/ " /~ // u.ta BE REaoVOED - DEMOLITION OF STRUCTURES AND FOUNDATIONS V11TH COMPACTED GRAVEL,FREE SPECIFICATIONS \ - FROM DEBRIS, TRASH,FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER. UNDERGROUND "� - ,,-GALLON SEPTIC 7 - MATERIAL FROM DEMOUTION MAY NOT BE,USED AS FILL PRIOR TO PLACEMENT ELECTPoC LINE I TANK TD BE REMOVED X3446 \ OF FILL MATERIALS, UNDERTAKE.ALL NECESSARY ACTION IN ORDER TO INSURE TO BED M tt I ~ I ��- R,'94 Lam' / - _ - _ THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER,FROZEN MATERIAL, - SPECIFICATIONS IWL 5 3ss L c 35.4 x.efi \xa< - - - TRASH AND DEBRIS. PLACE FILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT Sat 1 n S - 36 35-. / \ _o - - TO 95%OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS 1 _--__ \7 •�� AND TO PROVIDE SURFACE DRAINAGE. POR _ 34. m - DOrn - 13J'8 EwrnNc AC uNlr _-_`11 - - 11.REMOVE FROM THE DESIGNATED SITE, AT THE EARLIEST POSSIBLE TIME, ALL CUAN -D I AND CONCRETE PAD -- 37---- 1j1 34.531 - - DEBRIS, RUBBISH, SALVAGEABLE ITEMS, HAZARDOUS AND COMBUSTIBLE SERVICES. S�N4 ND - I To REMOVED . < - REMOVED MATERIALS MAY NOT BE STORED,SOLD OR BURNED ON THE SITE. BE REMOVED ` II BE N� \ fly $ PSI,o - REMOVAL OF HAZARDOUS AND COMBUSTIBLE.MATERIALS SHALL BE ACCOMPLISHED ,p• y/,RyA,M - - IN ACCORDANCE WITH THE PROCEDURES AS AUTHORIZED BY THE FIRE t I - MAP 345 LOT 2l-1 DEPARTMENT OR OTHER APPROPRIATE REGULATORY'AGENCIES AND DEPARTMENT. Ir, EXISTING DOSING CONCRETE -'EXISTING 61.1I11ING, CONCRETE p -u BSt DEWuxS TO OVERHANGS AND APRONS TO I I �b 12.DISCONNECT, SHUT OFF AND SEAL PER UTILITY COMPANY SPECIFICATIONS ALL BE REMOVE FOUNDATION To BE REMOVED gE REMpyEp !, m'� EXIrnrIc oVTRGRoxN UTILITIES SERVICING THE STRUCTURES)-TO BE DEMOLISHED BEFORE THE pp BRUSH/VEGETATION ALONG OLD COMMENCEMENT OF THE DESIGNATED DEMOLITION.. MARK AND PROTECT FOR q 3B.s I EXISTING CONCRETE I bC34.45 YARMOUTH ROAD TO BE CLEARED EXISTING LIGHT PADS/LANDINGS TD I , POSITION ALL ACTIVE UTILITY LINES THAT ARE TO REMAIN IN SERVICE AFTER BE REMOVE BE REMOVE I i AND REPLACED NTH GRASS(�) - -DEMOLITION PER UTILITY COMPANY SPECIFICATIONS. CLEARLY IDENTIFY BEFORE 34A3 THE COMMENCEMENT OF DEMOLITION SERVICES THE REQUIRED INTERRUPTION OF - _ _ ACTIVE SYSTEMS THAT MAY AFFECT OTHER PARTIES, AND NOTIFY ALL APPLICABLE w x3 3s .) '----"-' -- ----ICI 1 UTILITY COMPANIES TO INSURE THE CONTINUATION OF SERVICE. NOTE ALL WATER LINES TO • -- 3az 1 - I BE ER7 AND GAPPED NI THE 13.IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DIGSAFE, THE TOWN OF/ i WATER MAIN PER HYANNIS WATER - - / . EXISTING - I IL DEPT.SPEancAmN5 1 3''65 BARNSTABLE DEPARTMENT OF PUBUC WORKS, AND ALL UTILITY COMPANIES A - - :ELECTRIC I 37. 367/ >Fs6.zS - s.�'� x3s.z5 MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION ACTIVITIES FOR LOCATION OF No RE11NN Ax es' x37. /� x36.fis - n -x3ss7 x3s.++ x - ''�"/ I - - ALL UNDERGROUND UTILITIES AND UTILITY COMPANY AND DPW APPROVALS. ESTING EXISTING STETS ryPPAIVEMET To, F5 - / _ � _ 14.A REPRESENTATIVE OF THE TOWN OF BARNSTABLE WATER SUPPLY DIVISION MUST - - SIGN ro BE I BE REMOVED X35.1 555555 �xF333����§§�PP3� 34e 34sa ./ S WITNESS THAT EXISTING SERVICES ARE CUT AND CAPPED AT THE WATER MAIN. REMODELED \ _II \ z ' r 1. p VEM T ° -�X-.. _ - IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE WATER SUPPLY - ` II _`TO E o . DIVISION AND SCHEDULE AN INSPECTION. . XJbRc7 xas.t / EXISIINGI WATER SHUT-OFF / VALVE TO BE REMOVED l' EXISTING MONITORING N/P EOSONG LIGHT \ \ PER HYANNIS WATER ,4 4a_ ! WELLS TO REMAIN AND MAP JI5 LOT J7 POLE TO `fP DEPT.SPECIFICATIONS RAISED TO FINISHED GRADE (CO4M.CaVM BN/TS) \ BE REMOVE - \ \ I EXISTING CATCH EXISTING UTILITY POLE X \ \ BASINS TO AND OVERHEAD WIRES TO I , \ \�-\ - \ BE REMOVED' BE RELOCATED X34.75 \ . 3s.4s I X37.z� \ \ EXISTING MONITORING x33.4 - EXISTING MANHCE \ WELLS TO BE REMOVED R - m TO BE REMOVED / \ N/F \ EXISTING - 37. � / \ _ I J=PH LANAY \ CATCH 1L BENCHMARK: I LdT 2t I MAP J45 LOT 29 BASIN TO t _ WAG NAIL IN SIDEWALK I LOCH 28708J - / \ \ BE REMOVED \ 14,47 . - UEV-(NAVD ee) I I \ SAWCUT AND REMOVE - \ -33.11 € ` - I - \ EXISTING PAVEMENT ALONG x34.1e l •1 �� - .. 37.7 I PROPERTY LINE EXISTING PAVEMENT- \ , \ ro BE REMOVEDNIP 1 AU70 UC .I X3>.7�1 _ \\- \ X3' SEE SHEET 2 FOR GENERAL NOTES - MAPJ�L0T2-, x3., w ro ` �� SEE SHEET 4 FOR CONSTRUCTION NOTES AND LEGEND 37.49 xaf.+° - \`s SEE SHEET 5FOR UTILITY NOTES - - EwsnHc u To \ 9: I POLE ro \. _ 1 . ,/ I I BE REMOVED \ xs4ss. ®\ x'606 35za NOTE TO CONTRACTOR ' LM"� , ALL EXISTING UTILITIES ARE NOT MAPJwLOTT6 �a ® NECESSARILY SHOWN HEREON. CONTRACTOR SHALL NOTIFY DIGSAFE PRIOR TO COMMENCING DEMOLITION. ACTIVITIES FILE:2827.01-SITE Designed by: R,CR Sheet of Drown SCALE € PREPARED FOR: DEMOLITION PLAN A11U,n1ic ' *DESIGN ENGINEERS, INC. Checked yby: D SCALE 1"S0 30 45 5X LAHAM MANAGEMENT AND LEASING, INC. CADILLAC CAPE COD 8 10 Survey chk. by srz 500 YARMOUTH ROAD HYANNIS, MASSACHUSETTS JOB NUMBER '� P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 Approved by: DATE °""` N0: BY DATE REVISION HYANNIS, MASSACHUSETTS 02601 SEPTEMBER 29, 2016 2827.01 O � 6'MIN. "'M £� ............. .... � . 2'MIN. $ g S o T ����� y _ `4 0�0' Y a � � i � � ��� •}Iwo € � �q_ag�s¢�� � �� ,��� 'Y � j �� �� � € f A188�s 3 4 S (NII R!4 .92 z � co 00 t oOm '9 � q i d51 J'y W I YV deb B�YY 4 °l mm a s �� tp4 s•• m :�• o L�� g $ 12� zq g qp8 gg cn g® ]a• Z El D 8 vugts �$ r o. ll 0"a`a`a 'a 'a Fri 0 0 0 0 0 0 g_ s- 21 z °°e 0 0. 0 0 0 0 oq _ cmi f �0--j $ IR a a 0 0 0 a. 9 rn o 0 0 0 0 a 0 0 ■�€ i tfu _ m •d•t �gr� eF Sum. 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" w w w i N m cDCO $q "Re� 5 o k 7 � � $a 8 °9 q o m C) GATE POST 4•NONOO TOP ML tr �,�,ym,GA I-BASIN BATE STEEL[R EWAI BRACE TUBE.. 3/6•ROUND EDPAN9011 SLEEVE AIiFD d MENAv m E 1•Rmtn rVt UTdt ROO TOP CF CHAIN LINK - m a plAsn, aclA BAC RDgVAI CONKER POST OR . - IEE6RNAL POST SIWY�PLAN°� —BUCKLE _ (Y TARED)P) - - .A PmncNtY OF//ic Ir mNIA M SLISAOMIFACNPID TRUSS R00 BLAIX NNYL EL6M. �PxoaRv N ENVROHf BY A6 ENNROIIYE EQUAL OR SU75(TYP) .LPH1�C MSAa NG�, �' MRi01£n EWAL BUIX NIYL BLA MD R . MONNo(RT SrAaDID .. SL. CATCH BNIN SlAlS(TYP) BAR INTERVALS SIREIWER AND ftNlS WIRE BANDS - BAR FASTENERSff*ffi 1 " STRETCHER BR BLACK NNYL e- FENONO BOTTOM _ r r CORE FOOTING SLOPE TOP OF TO WA11 FOOTING TO ORAN e ` - 4CTNw WFr q SILTSACK SEDIMENT TRAP DETAIL '57- (NOT To WC ) - / � I i �C B Bn,eDBBr _ ' BW SNOWS DOU w i- ' wTIN 9NGE GATE IS REWIRm. '.U,. - f i,s'�` 4 NOAY A•LRAM - e•DIA. flEPUCE UTDI.REO N11H MRE FASTENERS AT 16- tE 3• NIEAVAL£ TOP WO STANDARD OATS POST L- _ OD SiFFt OR A AND r^ Q 1 WnAwa ca«aEe 3 u CHAIN LINK FENCE - GATE r Foonxc to YAro LINK FENCE DETAILz ° CHAIN LINK FENCE NOT To SCALE _ Trl A+aPosm CAPE COD CADILAC PRarosLv CAPE COD CADILLACDEALERSHIP J- PAVED SWAL Gross FLOOR A 2;376 sF. - QtOSS�NaFA S.F BUILDING NOT To muc SLOPE FF.� - Fi.-3LS / .. O-V u oous o Nano,o/c ar dQg.S Lmm e_ ' ALL DP Q� (: 4 _—_ � EDGE G'Ix)MWAY (PM�dppgRM I� •s ona�wt / WT Q RA[ VAR6 l¢ERIN£ In1.4MICDd 3¢®i g W d GB sE NQ Y A ��. ANr DP. r "off . °"'"�'""`°°iu n.a 'e.,,�, ....r.,, t.lm• l.mD Tw _� 1.»o Tm. Dwaa n�c A E vP mm wneGiWr`"DunDr 6MA GSs"'' Gl y"O manamx�u GDe «F�. (w) t P) BwDDE�oNR un n A e BAa,A D M �f NOTE: NOTE NSTN Apx DAB62 MD6a PNORO m¢a.Hr✓u°f m;au%� T� �,O®4 TURNING TEMPLATE DEVELOPED FIRE TRUCK TURNING DETAIL TURNING TEMPLATE DEVELOPED CAR CARRIER TURNING DETAIL - -FOR INFORMATION ONLY USING TRANSOFT SOLUTIONS INC., SCALE: 1'=50' USING TRANSOFT SOLUTIONS INC., SCALE: 1•=50' CONTACT GAS COMPANY FOR SPECIFIC N. �« SECTION A-A .,ems ago AUTOTURN SOFTWARE VERSION 6.1. - AUTOTURN SOFTWARE VERSION 6.1. - DETAILS FOR THIS SITE. - am,„GN '""'ae„•,1E 0f"` me YA>< X0f 1O.."• m, DETAR-1 TFul1)m� F TYPICAL GAS SERVICE SECTION .w WH �HAIR RAMPND TAI rA CAST-IN-Ele D T R r W aNIN ppN ro NOT TO SCALE NOT To sruE 50'MW: - TRAFFIC SIGN . ,T_,1• PER MUTED Z RMNs -4-1 UU—ANNEL SPECUICAMONS REFER TO PLANPOST 3•-B• '-11• RIP RAP APRONS HERBACEOUS CATCH BASIN SCR VAN AC24HE —NO RL MDm T- V64FRE SHONN IF BEEATR12' PLANTINGS WITH BEEHIVE � QNGMP)AA�PoOQINGG GRATESHRUBe_Y )` b P � 9aZO'YIN.) - - 1FLOW f F OW w C-4 RA.,,SIN BWE y 7• � VD-U). II PAVEMENT - - Ma rNm 46' 1'-Y . I�r�' PAIN1F77'ONLY DETAIL. 20� m sauq 24 MIN DSOIL EPTH PLAN MEW PAxRD (NOT it' , FINISHED NIX DEPTH FlLTRATIW - 3 1'AIA%. Iw T a • 3. Axim 3'-0'.1B-. : GRADE 12•LAYER OF EEDED SLOPES ou�E LIK.) b CONCRETE ,�, CRUSH STONE - ..:.:.: AND BOTTOM �I• VAN YNNTUN E)asTwc - .. - D SON FOOTING 1B•. - UNCOMPACTED APPROVED SOIL FILTER MIX a - OUTIER"LOW CONCRETE STRENGTH /7/ CORM CRUSHED NOTE: mIC O+P.I I PAWTEp HAMgGP �a51-E PER YxD b e� M BE 3000 PSI. NATIVE SUBCRADE FREE/ STONE IN FILTER 601T CLEAN SAND ` L� B'-� St1B0.ON BWE is INTO eornM' OF ROOTS•LARGE ROCKS 20X COMPOSTED LEAVES SEE GRAOINC/ORN AND I tr-0' B'-O• BAIXGtdI1ID(TYP) eTRY oR EocE G � � 7 O Nag:. a oESRNs FABRIC 30s TOPSGL PLANS FOR ORNN AND N � -PAINTED HANDICAPPED PAKYDR - - SIGNS SHAL BE PLACED 2'OFF THE. OVERFLOW LOCATIONS - Nw> E BACK EDGE of SIDEWALK WHERE - SYMBOL DETAIL-WA SLOPE TD DIRNN oc » - =IN"y"AAmnLm HANDICAP PARKING LAYOUT —WAY POSSIBLE OTHERWISE MINIMIZE AMOUNT TYPICAL RAINGARDEN CROSS-SECTION fTYPI - NOT TO SCALE v-o• OF SIDEWALK ENCROAGiMENT. HANDICAP PARKING SIGN DETAIL far m SC/4E) PAINTED•,iRROW'DETAIS - TRAFFIC SICK DETAIL NOT To SCALE :� PAINTED'STOP'DETAIL NOT TO SCALE SFQTION C 1LxoowuTm Par To .WA Oar TD stW :t/r Tama+ COLD PLANE ERI_C) B�`"an�TROL,"N LLOOCAwnas Nr.VMD- �{ PER at GRASSED 12• TOP COURSE (TYPE ) W'AF Rae-W2o.Wze STONE TRACKING PAD/CONSTRUCTION ENTRANCE { ) PROPOSED 1 1/2'BIT LONG SHOULDER STEEL PPE iuID PROVIDE TALL TOP COURSE TYPE I-t TYPE•A• (TYPE.I-1) _ L'—aEve 9oEIvAuc MTH 1/2• NOT 10 SOME W/OONC — - Et-Ls COAT AT ALL ( ) BITUMINOUS BERM DPANSION JOHIs O 2W 0...AM COLOR PER -2 1DER BIT RSNc '' .IGHTs(TrP) PROPosTn z f/z•elr coxc. 1 4• SCDIED FI.I.)CONTROL.E NTT O B'0.G a'-7 / BINDER COURSE VEARCAI 12• BINDER COURSE(TYPE I-1) AY R rl/11 ��ON1Elt 1 1 2•BIT CONC. R. f'LO (BROCY FINISH)SEE MOLE. BIT.WNa PANNG TOP COURSE (TYPE 1-f) IX.W. _ .SEED 3• ` (TYPE I-1) i. PAVEMEM "-•.� " i:9. B•GRAVEL _ PROMS PM 61EEVL9 a IRO,NRTL O6ATLD GIN-ir)I¢ e'-0.Ofi PER T -SUBBASE -- _ FOR FERTE/cATE Poers Pa6R veRlKu NANUFACIURTR I I �M 1.03 - _ SUBBASE M NNa E-SFE R.W 3,�• TYPE B _ (M.1.03 TYPEm LOCATION B) . /ID:oo W.WY CD\.BGRADE _ S'GRAVEL SUBBASE .SUB-BASE 9'COMPACTED WAVEL BABE ^ IE SUBC " W OR FILL - M 1.03 TYPE B Y t.aT 1YPE B . TOW 31W UlP -«- '' ""`LPl«TERLOCKINGPER A, � PAVEMENT CROSS SECTION PAVEMENT spwcur AND MArcH DErpIL CAPE COD BERM DETAIL anAeHws oD°U'Ps'Cda 51.18 F� MANUFACTURE BOLLARD DETAIL TRANSITION CURR DLTA-II (NOT To SCALE) TYPICAL CONCRETE SIDEWALK SECTION * (iv) � 'R"m'� (NOT To sw.q NOT TO SCALE MOT To scuLO - - (Nor ro SCALE) (Nor To SCALE) y .4• I'mD AT V a.fW1.AMs y dANNFTR e Y t.d PIECA.sT Y REVEAL tlQgt FOR CO—NTIIn"'OR,NT Lo°RAEwWii'as PAD Q1E%SIOIN6 is BE[lIFNDNFD BA4D LION FINAL.IIRAXSFaWIFR AT!'SIG,OL ILUNasTE ar® BASE COURSE W RSE 4'LOAM . a• i. a•.Y/lo.3o aWr.� q sIEaFIGT,ds Q,NDNsoNs AM WDaTs I6PEn TO L]FQIeCAL NRWM mArsvaen . I PLAN Br DTNms. .ROT e tr a•m,Oc - . L 3/4'WAY FR pY (�PLC) N TOP COURSE k SFID L CONCRETE SIDEWALK W N 1/2 ALL A= SIG BOTH W Ir &rC tTE PAD 1• W—OAST M RN£ RAW. WWF BOB-W20aW2 212 GTIER y i111� AT YDl-DEAN IX SIP�GLST G�NCREIE A • � 14RTICAL SH SEE2 Q EXPOSED ON 0'O.C.AND 1/4-/FT SCORED CONTROL N15 O 5' G n (BROOM FINISH) NOTE CUR81 E o' ..• Q i'. BASE W.oD THE III " --- TI, '... , B• RAM/.GLUM. .Y O GRAVE).SUBBASE O 0 6 0. B' ti� 4a•• /W COIPACIED Quiet SECTION A-A FC7XfJ2A)v}J A T C NPACIED '•l:'.� �� O �Fd tYE iYN F F. " ° :b > G' o B- - . BINDER GIXIRSE OQIME G1F5�\ / - AM 9E.FKA Ns FOR PPOCTaR D TY <;S- .S 2L•e tt sAxo xti'�BAnd AI I I% ° TOP COURSE B• �/ ADa11011AL RbCg1AlIM. NMIOIGL xTEAWOIEK �YJ\/\ CAA-ro P� C •THIS PROCEDUREMIN PI M OIN R ONLY IF T C IS RE BE SET AFTER BASE NAND G BINDER O NN1L 9AT5 �OT��BQartTT PAwNO L t'.i � _ 11< �r.N��?•'�^uH�-.r.!'i u�W -Dd4TT(TOP) �kar arrr asr COURSES ME W PUG[OTHERMSE fFJ1ENT CONCRETE WILL BE ELIMINATED AND GRAVEL IS " rWi 6-COMPACTED GRAV4 �1Y' Gn1ExnE BROUGHT UP TO BOTTOM OF BASE COURSE A'� ueR(2—) ,. .. ` mDNce SFAm PIPE •�—tr—�' (M f.GT LOPE B) QUMPSTER PAD W/FENCE VINYL STOCKADE FENCE DETAI Pa ATTTDN PREcpsT ON.RET> CORK D TAI VERTICAL GRANITE GURe MONOLTHIC CONCRETE CURB AT SIDEWALK DETAIL (Nor To SCALE) (NOT TD SCAW CONCRETE_TRANSFORMER PAD WITH OIL .I RB D TAIL q TO sA (NOT To SCALE) (NOT TD SCAIE� (NOT TO SCALE) T _ - FILE:2827-01-DST .. Designed b R � y SCALE '.ICHARo PREPARED FOR: DETAIL PLAN Sheet lof Drawn by $ ZY - LAHAM M FOR 10 10 LI I I1 I ANAGEMENT AND LEASING, INC. DESIGN ENGINEERS, INC. Checked by: q 500 YARMOUTH ROAD CAPE COD CADILLAC JOB NUMBER Survey Ghk. by: AS NOTED SRN> E HYANNIS, MASSACHUSETTS P.O. Box 1051, Sandwich, MA 02563 (508) 888 9282 Approved by: DATE NO BY DATE REVISION HYANNIS, MASSACHUSETTS 02601 SEPTEMBER 29 2016 2827.01 ' INDEX OF PLANS PROPOSEDTE PLANS SHEET NO. TT-E SCALE FOR1 COVER SHEET 1' = 60' } - 2 EXISTING CONDITIONS PLAN 1'= 30, 3 SITE LAYOUT PLAN 1'= 30' _, 4 GRADING AND DRAINAGE PLAN 1' = 30 . 5 UTILITY PLAN 1' = 30 GkDH.LAC C"E CO� ' 6 SEPTIC SYSTEM DESIGN PLAN 1'= 30, - - 7 LANDSCAPE PLAN 1' 30' A/� _ _ 8 DEMOLITION PLAN 1'= 30' � 9 DETAIL PLAN N.T.S. 10 DETAIL PLAN N.T.S. 600 Y,,4&"O JrM R0,460 HYANNIS, MASSACHUSETTS 02601 I �, DATE: SEPTEMBER 29, 2016 ROUTE 6 EXIT 7 �o LOCUS Z ♦� l N01- TOWN 6F 8ARNSIA&E c/b HARNsrA&E - - - 2B OLD YARMOUTH ROAD MUNrOPAL A/HPL147 - .. NAP J45 LOr J LOCUS MAP SCALE 1'=2,000't . ✓ZWN P YERGESENA MAP 345 q MLFLLSENA HEAL 7Y CaS- - - - `� MAP J/5 LOr v - PARCELS 21-1 & 29 TOTAL AREAt�Y KENN M d MAR.E AYFH-SLLU✓AN f 02,594 S.F. '+� ° MAPJISL0722 - SEE SHEET 2 FOR GENERAL NOTES f2.36 ACRES - _ . �' - '� SEE. SHEET.:4 FOR CONSTRUCTION o NOTES AND LEGEND r d Nl�' OOC HOUSE - REAL rY UC . MAP 345 LOr 20 ,p�V 81CHA8O OWNE � 9 s• a'C r;' ea ?w x' MAP 345 PARCELS 21-1 & 29 � PROPOSED CADILLAC CAPE COD - DEALERSHIP BUILDING - JOSEPH .LAHAM GROSS FLOOR AREA=22,376 S.F. - - F.F.=38.5 500 YARMOUTH ROAD SITE PUN APPROVED Q {� o AP �s OrJJ HYANNIS, MASSACHUSETTS 02601 x o APPLICANT: E`' y LAHAM MANAGEMENT AND LEASING, INC. 500 YARMOUTH ROAD alks MAP JRSLor LOr 2-! HYANNIS, MASSACHUSETTS 02601 DATE 04 N/r ENGINEER: LM-P UC ;r MAP 344 COT 75-1 FlLE:2827.01-.41E Atlantic ®DESIGN ENGINEERS, INC. Sn 1 t 10 77 - - P.O. Box 1051, Sandwich, MA 02563 (508) 888 — 9282 uoe NUMBER • OVERAL LOCUS PLAN SCALE: 1" = 60' 2827.01 N/F TORN zF OYA'P A�LE3ENA - _ BARNSTAME - - NERLESEtYA REALTY CORD . C/O BARYSTALXE - - NAP.71.5 COT 18 NAP JRS L07 J 34.24 N14- $ - NAR.M.'AYER- / 37/LL/YAN q . NAP JAS T LO 71 .24 / \ \ .52 LEGEND X35.68 yy 37.17 EXISTING EDGE OF PAVEMENT mF `\ ` .FOP MourPirzo\\ x]zu I \ \ \ 4.zs - EOP/VCC EXISTING EDGE OF PAVEMENT W/ ! ELECTRIC I 1 \ - - �p _ VERTICAL CONCRETE CURB ! METER \ N r -- ]6.0] EXISTING 5' CONTOUR LINE j \ ----3e----.EXISTING 1'CONTOUR LINE x35.a2 EXISTING SPOT ELEVATION I X35.42 D4 EXISTING WATER GATE / X.- / I \� - A'/F t°P EXISTING WATER SHUT-OFF , .I / ! REAALTNi'LL - EXISTING FIRE HYDRANT _ - /// NAP J45 COTZO _ _ _ EXISTING GAS GATE > / EX.SOIL ! \ ! EXISTING GAS LINE ABSORPTION x I - a*^--EXISTING.OVERHEAD WIRE EX. / / ` 134.zz 10+ EXISTING UTILITY POLE to OlslraeuBooX / -' 0- EXISTING GUY WIRE" - © \ \I- EXISTING LIGHT POLE 6. I �\w EX. ® \ \� ® _ -m-�n EXISTING SIGN �. 7� / x.t9 O EXISTING-CHAINLINK FENCE W / \ \ SEPTIC C TANK GALLON ANK ` \X 7 - EXISTING UNDERGROUND ELECTRIC x]a.w \ .6ee EXISTING ELECTRIC.HAND HOLE \ '® ❑ EXISTING DRAINAGE CATCH BASIN - 8l ~ �i 3e. �❑ 3s.a \' x.e6 O _ o. � ass 1 mI s - 3$ i - � EXISTING MANHOLE COVER ---- \1 m� ® EXISTING SEPTIC TANK COVER I 13 IN \ \f ri"4 B EXISTING MONITORING WELL EX.AC UNIT ON - - _ CONCRETE PAD - 37- --- III 3asz EXISTING IRRIGATION HAND HOLE • ...:..: V4. �O AP 145 LOT 1)-1 Ib(34.3 �i EX.CONCRETE N - - SIDEWALKS EXISTING 2-STORY EX.CONCRE I I - O '( I DEALERSHIP BUILDING APRONS II �y - I F.F.=37.55 - 8 1 34.45 NCRE xz I eu I - PADSO/LANDINNGS \ 8 s s3 - Xm!V 134, . - as x>h.aa I / 5.2 .z rc'S�i x.e 34.11 .vetoI \\ x\36\. N GENERAL NOTES: - x fi05 /� NAP JRS LOT JJ 1. RECORD OWNER(S): JOSEPH LAHAM x3c6a (LYA ✓N CaVOO.!/NNS) 500 YARMOUTH ROAD - - - ❑ \. HYANNIS,MASSACHUSETTS 02601 Wxrn ❑ \ .. \ - 2. THE LOCUS PROPERTY IS SHOWN AS PARCELS 21-1 AND 29 ON THE TOWN OF BARNSTABLE ASSESSOR'S MAP 345. x34.75 1\ 14 1 - 3. THE EXISTING CONDITIONS SHOWN HEREON ARE BASED UPON A FIELD SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. IN NOVEMBER OF 2015 AND JULY OF 2016. ADJACENT PROPERTY LINES ARE FROM .THE TOWN OF BARNSTABLE GIS SYSTEM AND SHOULD BE CONSIDERED APPROXIMATE. I BENCHMARK: 3�e I I - Ldi 2t j \ \I NO PH ZAOr H 9 \\ �\ - - 4. EXISTING UNDERGROUND UTILITIES INFORMATION IS BASED-UPON PLANS AND AS-BUILT INFORMATION ON RECORD AND SURFACE FEATURES MA NAIL IN SIXWAx I I L.C.c 28708J ) \ X 3aa7 - AND IS NOT THE RESULT OF A SUBSURFACE SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. ELEV.-37.94' I \o \ .&\ 3].`t t (NAVD 88) I ^ \ \ \ x34.1e \\ 5. THE PROPERTY IS ZONED AS BUSINESS DISTRICT(B)PER THE TOWN OF BARNSTABLE ZONING MAP. 6. THE PROPERTY LIES WITHIN FLOOD ZONE X BASED UPON A-REVIEW OF FEMA'S FIRM PANEL'NUMBER 250001CO567J, PRELIMINARILY DATED' X33 I .. JULY 16, 20I4. THIS AREA IS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN.' ' ABTO Wrs LLc I / \ 1 \ - NAP 345'LOT 2-) I 7. THE PROPERTY.LIES WITHIN A ZONE II BASED UPON REVIEW OF THE TOWN OF BARNSTABLE GIS SYSTEM. x3b.to .j \ 8. THE PROPERTY LIES WITHIN THE WELLHEAD PROTECTION (WP) OVERLAY DISTRICT BASED UPON REVIEW OF THE TOWN OF BARNSTABLE GIS 37.49 I I y \\ S. - _ • SYSTEM. - - `34.73 ., 9. THE PROPERTY DOES NOT LIE WITHIN AN ESTIMATED HABITAT OF RARE WILDLIFE OR A PRIORITY HABITAT OF RARE SPECIES BASED UPON ., : I I Xse,. x35.29 \ - \ REVIEW OF THE NATURAL HERITAGE AND ENDANGERED SPECIES PROGRAM 2008 MAPS OBSERVED ON THE MASSACHUSETTS GEOGRAPHIC \ W+ INFORMATION SYSTEM. I\ W-2 LC .. W 10. 'THE PROPERTY DOES NOT UE WITHIN AN AREA OF CRITICAL ENVIRONMENTAL CONCERN BASED UPON A REVIEW OF THE MASSACHUSETTS - I NAP JH LOT 76-7 pd- , - - GEOGRAPHIC INFORMATION SYSTEM. - MLE:2827.01-SITE Designed by: SCALE .PREPARED FOR: EXISTING CONDITIONS PLAN She�]et Ggr Drown by: u 1 ) K. - FOR 2 1 O AHanhco DESIGN ENGINEERS, INC. Checked by: SCALE, = 3o LAHAM MANAGEMENT AND LEASING, INC. CADILLAC CAPE COD _ 0 15 30 45 c 500 YARMOUTH ROAD JOB NUMBER Survey chk. by:. HYANNIS, MASSACHUSETTS ' P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 Approved by: DATE N0. BY DATE REVISION HYANNIS, MASSACHUSETTS 02601 SEPTEMBER 29 2016 2827.01 PROP.8'HIGH WHITE VINYL N/F NVY I FENCE FOR SCREENING ALONG - JOHN P V ... -TORN OF RESDI34TIAL PROPERTY LINE MERLESENA ZONING DISTRICT: B (BUSINESS DISTRICT) NERLESENA BARNRNSTA EALTY CORP - (PER TOWN OF BARNSTABLE E-CODE- CHAPTER 240 ZONING) CIOUN PARNSTABLE PROP.ARBORVITAES AT W O.C. PROP.FENCED-IN MAP 345 MUNICIPAL 3L LOTIRP 37T FOR SCREENING ALONG CONCRETE WMPSTFN PAO - LOT 18 - MAP J45 LOT J LINE TY - REQUIRED '.PROVIDED RESIDEN PROPER MINIMUM LOT SIZE .. 2.36 ACRESt MINIMUM WIDTH - - - n.B' MINIMUM FRONTAGE 20' 400.9'd: - 't'/F KENN M G �- MINIMUM YARDS: MAR.KN/E Arco- ms' � �� � - - � � FRONT 20' 41.3'& 30.3' P OP.EDGE OF PAVEMENT SIALuvAN - _ REAR - - . - - w PARE coo BERM XC (cca) MAP J45 LOT 22 59.9' ,N SIDE - ALaNG+c PERIMETER,EXCEPT AS , J..•.. NOTED(TV) _ r: \ MAXIMUM LOT COVERAGE: - - - 10.0' r - -'MAXIMUM BUILDING HEIGHT 30'/2 STORIES t30'/2 STORIES - . 122' f PROP.9'x.18' CCB SPACES 1 VEHICLE STORAGE yEI1IcUl STORAGE SPACES(TYP) �•. (iz)9x'B 1 �o(gym c g WELLHEAD PROTECTION (WP) OVERLAY DISTRICT ' x 2tY(1Q 9'xle'VEHICLE STORAGE SPACES 7}.w PROP.B' - - (PER TOWN OF BARNSTABLE E-CODE- CHAPTER 240 ZONING) - CUSIOLIER/EM OYEE REQUIRED PROVIDED - - B SPACES(TYP) U / y PROP.L PED MAXIMUM LOT COVERAGE: S(IF ALL RGE (TYP) IS DISPOSED OF ON - - ISLAND(TYP) BY IMPERVIOUS SURFACES SITE) W o PROP.10'x 18'VEHICLE t5 7 _ .PROP.EDGE of CONCRETE CURB w/s' - SITE CLEARING A MINIMUM OF 30%OF N/A-- THE SPACES ANON T (13)9'x18'VEHICLE STORAGE SPACES Q, VIIinCAL CONCRETE WRB STORAGE YARMO SPACES ROAD(TOP) o a (TYP) THE TOTAL UPLAND AREA (il)9'x20'CUSTOMER/EMPLOYEE Nam. SHALL BE EARETAINED IN PARKING SPACES DOC HOUSE, ITS NATURAL STATE REAL LLC MAP LOT 20 20 (' \ PRO.PAVED - * >50%PRE-EXISTING IMPERVIOUS COVERAGE ON SITE. qwd APRON(TOP) - _ *�ENTIRE SITE IS PRESENTLY DEVELOPED AND NO NATURAL AREAS PRESENTLY EXIST. END START CCB. T 17 v"" (9)9'x20'CUSTOMER/EMPLOYEE ` PARKING REQUIREMENTS iOPOSPROPOSED STOP �. PROP. PARKING SPACES c PROP.CONCRETE .. AREA ED s1GP SIGN ACCESSIBLE PROP.9'x 20'HANDICAPPED APRCNAT ALL CONCRETE PARING SPACE AND SIGN(TYP) OVERHEAD DOORS RETAIL - 6,818t S.F. 34-1 SPACES EDGE OF PA ENT WITH ''I APRON/RAMP (TYP) ` �l-4 - � � (1/200 S.F. GROSS FLOOR AREA) VERTICAL GRANITE CURIGNG(TrP) - �a' OFFICE: 2,616t S.F. 6.7 SPACES < - (1/300 SF. GROSS FLOOR AREA) ► -I - \ �� _ - SERVICE 8 BAYS 12.0 SPACES . (3/SERVICE BAY)/2 N ++•T .� PROPmSIDEw ��•' OLIIHIC. `$ 1 '! - _ USE AT ANY ONE TIME m- `•� ASSUMING ONLY HALF OF BAYS ARE IN (CAST-IN-PLACE)CURB CURB(MCC) Spy�y(TYP A BUILDING) °\•4 .-ty y, STORAGE: 1,611 d: S.F. - 2-33 SPACES S} ALONG 1g , (1/700 SF. GROSS FLOOR AREA) MAPN 345 - TOTAL: S7.1-35ACES - 89-SPACES; LOT JJ 'an (caTrM.cONOO. - • INCLUDES(3)HANDICAP PARKING SPACES W/(i)VAN ACCESSIBLE SPACE p'oz f PROPOSED CAPE COD CADILLAC \ uNns) - DOES NOT INCLUDE 39 ADDITIONAL STRIPED VEHICLE STORAGE PARKING SPACES AND 12 TD00'eENREiWEIIn w a 'I. DEALERSHIP BUILDING , NON-STRIPED VEHICLE DISPLAY AREA SPACES. 110 TOTAL SPACES. onNER/wNmACTOR � # GROSS.FLOOR AREA=22,376 S.F. - mogrAD PERMITz-f ,# F.F.=38.5 / \ EXTEND TUMNCUS SIDEWALK WHERE CURB CUT IS CLOSED ` � :. 2-10 IMPERVIOUS COVERAGE SUMMARY PROPOSED EDGE OF PAVEMENT YA711 _ FOR 600 YARMOUTH ROAD VERTICAL GRANTE CURBING(Vcc7j - - ALONG YARMOUTH ROAD(TYP) ..!+.?�.. .�(. m - _ EXISTING AVOWABLE PROPOSED* p� sIDLwAtx •{r z - - 97,031 S.F.(94.58%) 51,297 S.F. (50.00%). BB,932 S.F. (86.6W -' PkoD THIC CONCRETE L+ I .yCC 4L� (c NN-PtALE) n - �+ - *>50%PRE-EXISTING IMPERVIOUS COVERAGE ON SITE HANDICAPPED RAMPS N CU WRD(MCC) DETECTABLE WARNING PANELS 9i ��•• (lYP ALONG - - (TYP OF 4) - Y - 0POSED 5 BUILDING) MOP.LOCKABLE ROLLING GATE . LINE AND STOP SIGN �I EXISTING NI (26)9'x20'CUSTOMER/EMPLOYEE PARKING SPACES i - - unun POLE \ T END VGC/SrART I - I ILU AUTO GUYS YS LLC 10.0' g NAP 345 LOT 2-1 10.8' N/F" PROP.EDGE - - ' LM-1 LLC OF PAVEMENT PROPOSED LIGHT POLE MAP J44 LOT 76-7 W/1•CAPE _ REFER TO LIGHTINGJ - COD BERM DESIGN BY OTHERS ( ) (TYP) - iON OP.TRANSFORMER - CONCRETE PAD § - WITH CONTAINMENT - - CURB AND BOLLARDS - - SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 4 FOR CONSTRUCTION NOTES AND LEGEND FILE:2827.01-SITE Designed by: SCALE R" PREPARED FOR: SITE LAYOUT PLAN Sheet of F F Drawn by: _ Y FOR 3 10 LAHAM MANAGEMENT AND LEASING, INC. 1 I CM n 1 C ® DESIGN ENGINEERS, INC. Checked by: SCALE 1" 30'45 50o YARMOUTH ROAD CADILLAC CAPE COD JOB NUMBER Survey chk. by: S,dRatE - HYANNIS, MASSACHUSETTS P.O. Box 1051, Sandwich,.MA 02563 (508) 888 — 9282 Approved by: DATE No. -`BY DATE REVISION HYANNIS, MASSACHUSETTS 02601 SEPTEMBER 29 2016 2827.01 � 0 co '"mym o _ x Rig Ila s ? 9q p4 YARMOUTH ROAD F � ® 3 '.W (PUBLIC-40'WIDE) W elF M Dm mTI_---- -- -- --- ---- ` ------ - p m °x.� Z --3s--- •1—--�c$ ` — Fu - —t ——-T m ➢3 ——— I — z as ° f -- I° �� ,—_^ — in � n U ax m - g� a pFh� HK/� � �"-'Fe'e � x! 1�. jq 11 I .y 1 1_ o o \ I: m a ° 6 #�qb pc�a,Fg _❑ as 00 .T1 ! � �p -a� ' � Jill " �I �BS� � 7 'f � � J' � cRg 00 00 (� �' � \ 8 __ 1 I fir. •.�..''1 x x L � ` ER��j co 0 Ivm C� �v0 �� � - ° I S° e. .► i� 0 01 v bi v o v �'e'e i By j j g —���n 8g F.`'; - x P }ypfi 8 _ 0 Q )/■, NO Nbn i N m8§ °x Y % I W z D � .1 ) 7t r o •.�, 7 V O v El _> YB- WSJ .l I 5:i u Dt1a04 o5 �y I Kynoi�'xs q U P1 P S ig m t"2 Z r e0 D D 1 I 0 Vz z Cl)m � > � mm so� �0 mxxxXXXQXXXxXX XQQXXxx xx DII O O O 00 O OO O $ O O O O $ $ 0 0 O O 2020 00 N N N N N N N N N N N NN N N N N N N N N �N N r{ ''^^ v '° 'bb V V 'ppD V V V V O V .lPll V y _ _ ITI > D V/I - N N N N N N D N N IOn fA 10/1 N Om t0/1 IOn N N tOn N 10/1 y N m N G) 0 0 0 0 0 0 0 0 0 O O O O O O O O O O a y�J fTl = m m m �m m m m m m m m m m m m m m m 0- m z z z z z z z z z Z Z Z Z z z z. z rcZi ai m Z Z m m v v o co v v 0o o v v Fi v v o v v v v v �� yv nv ; N i v m c n N D fTl C l m ZC f N O O'O O o m ti N N N _m r m pm 3 O D O F Z S C O c C o O O 21 F f N N nnl m Z C o m _ O m O V 1� m A D D D O.O O D O A m y -Z-i y 2 Z O m = �. < yC m� tan Uai m O O n m m v _ -i D —I A N m z Z 2 O z tan m D m m m y 0 0 0 D m C < 2 C O 2 t An a (� = Z TI 'mn N O Z A C O A m Gal O ; O m y D C O Z O ;O O '�- -1 rTl m O a Z r0 m 'V a m � 2 D r p ~ m O O OV, -� - - Fl Z Z m m O�C Va_I S C O A D.� TCi m D O D D D O JC O y DZ Z '� m m Z -CI f� .� O D D p m Z Q �o v i� m Z o m f m z m m rzz ?�; mz . _ 0 m o F m m 'm Z m " mz i N 3mual F m �1 y °r A NFL i m Z ti z O cf c� Ijpm m� z m Z m C� Z NI> A $ AP e e J y P a s g^ - $1 =g 8 g WWf !$ € s gill A p g a R o —I ' � .a ; P ' 1 - : 1 I W € � � �III 4 a� IFS _ � € fig - � q€ � - xgg ITI '�� a $ ag ° ! qW W g� € n c g la 5 � W 091 it z P9 ° j - ;E' 8 K Ell iq I'm �° jai c^ �g EW 2 4igqeI € AIR gI N D D > u P G g q ., o cn G) fS� dy3. Z ty O m S 11111 � a gF� 1111111120 � F 111111r.1 Fri P N q P P �g Z ��$ $ &�$ g as a a P €� fill " 1 : q pg� !� $ a� � $ gg 8 -I¢ 8 8 gg 9g �g € 4 B �t 8a $ zi b !lN ip I!FL€ E € > g e g g 9 g�W qR g 6 III, j Ali� s $ �� IaW B b W 9$ #s gpq g €ggigg € � E � q1111 I.i. I RIP glil "I I I'- � a �lip>< -� � a $ lilt q rn� � � . LEGEND "yam- MON XHN P M � LESENA .. FOP RARNSrAaLr MERLESENA REAL Tr COTP - " EXISTING EDGE OF PAVEMENT • c/O RARNsrAecE - - MAP J45 LOT 18 - EOP/Vcc- EXISTING EDGE OF PAVEMENT W/ AfAR M AL A/RPCIPT .. MAP JIS LOT J PROPOSED SUBSURFACE � VERTICAL CONCRETE CURB INFILTRATION SYSTEM _— - --ss---- EXISTING 5'CONTOUR LINE - ----36----EXISTING 1'CONTOUR LINE - xas.ez EXISTING SPOT ELEVA11ON N pd EXISTING WATER GATE RREWN M IE d/A SULLI AVER- ; YY EXISTING WATER SHUT-OFF MAP JI5 LOT 22 \ 'EXISTING FIRE HYDRANT EXISTING GAS GATE - \ - EXISTING GAS LINE - JEXISTING OVERHEAD WIRE o— — o EXISTING UTIUTY POLE - - .� EXISTING GUY WIRE r EXISTING LIGHT POLE 1 I EXISTING SIGN ' N u0 VR .,EXISTING CHAINLINK FENCE EXISTING UNDERGROUND ELECTRIC �I I PROPOSEDRESER I I o 0 0 0 0 0 0 o f 1.��e .uw EXISTING ELECTRIC.HAND HOLE o gl IARE w ❑ EXISTING DRAINAGE CATCH BASIN PROPOSED SOIL ABSORPTION SYSTEM a N o - EXISTING MANHOLE COVER (SEE SHEET) "- ` ..OOGlWS£. 1 I I .• ,t�_-qJ�.,,; \ REAL Tr L[c ® EXISTING SEPTIC TANK COVER MAP_�5[or 2O ® EXISTING MONITORING WELL PR LTANK(�E�SHEE7 6j I. —— "�,=` !�y'+�: Y=�,:. \ - •w� EXISTING IRRIGATION HAND HOLE s '.CCB' .PROPOSED EDGE OF PAVEMENT \ q W/CAPE COD BERM TIE IN cls PEq SPECS I r VGC. PROPOSED EDGE OF PAVEMENT o a _ W/VERTIC P Y SPECS i I o " •�+'z :.`�w; •d 1 9 _ PROPOSED L GRANITE CURB Y I r � MCC PROPOSED EDGE OF PAVEMENT W/ PROPOSED 6'IA7 LE " MONOLITHIC(CAST-IN-PLACE)CURB IRON CLASS 52 C1]IENT �' ` ALL WATER LINES WTHIN 10 FEET OF - PROPOSED CHAINUNK FENCE LINED FIRE SERV}CE ^± I I ` \ SEWER.DRAINAGE.OR GAS UNES SHALL - o - - PROPOSED 6• gT' I \ - BE ENCASED IN POLYETHYLENE WRAP/TUBE �•��PROPOSED STOCKADE FENCE TAPPING SLEEVE • "" �— \ PER HYANNIS WATER DEPT SPECIFICATIONS - AND GTE ALVE 'Cl - \ (SEE DETAIL).CLOUDED AREAS DENOTE "ate PROPOSED 5'.CONTOUR LINE TIE OPOSED WATER LINES WHERE ENCASEMENT WILL BE NECESSARY. PROPOSED 1'CONTOUR LINE . PER HYANNIS(SEE DE OEP i - I \ P�' \ ��', p - - ma . SPEaFlOAYATION I(SEED DEFTAILS) ri n n n \ mr x PROPOSED SPOT ELEVATION- PROPOSED TOP OF CURB P�INSIDE Qq I \ nSyOr. - - s PROPOSED BOTTOM OF CURB PROPERTY E I �, �. PROPOSED DRAINAGE FLOW ARROWS PROPOSED DRAINAGE LINE _ PROPOSED DRAINAGE MANHOLE - .' I III j s \ ax ■ PROPOSED CATCH BASIN - PROPOSED z'200 P5 R+by .PROPOSED DOUBLE CATCH BASIN _ cTs PHJstic OOMESTI ` m C PROPOSED WATER QUALITY INLET - i o00 W lER CE a \ - PRIOPOSEDRSEPTIC LINE R TANK) I ' PROPOSED WATER LINE i PROPOSED CAPE CADILLAC r \ \ u° PROPOSED UNDERGROUND 4 DEALERSHIP BUILDING ELECTRIC CI: 1\ J GROSS FLOOR AREA=22,376 S.F. ——-— PROPOSED EROSION CONTROL PROPOSED SITE LIGHT POLE I I F.F.=38.5 \\ ; EXISTING MONITORING WELL TO BE RAISED . (PROPOSED OSED SITE GHT POLE - i •'` I TO FINISHED GRADE WITH ROAD BOX ® PROPOSED RIP-RAP SPECIFICATIONSYP)LI AND ELECTRICAL i vo• IP oROPOSED LIGHT POLE CONDUIT DESIGN BY OTHERS TIE IN PROPOSED ELECTRIC AND - 1 TELEPHONE/COMMUNICATIONS LINES PER - - w UTILITY COMPANY SPECIFICATIONS 'I T� PR HOSID 1 TAN IIGH S'R6AL it PR DUIT Af - - WASTE HOLDING TANK'T(ilT TANK'PER ~ I 1 - MAP CL LOT NI . 314 OIR 160 FOR SETtWCE BAY < .•. c 1 - (LYWN.LYYJDO.UNITS) - . NON-HAZARDOUS WASTEWATER DI -- PROPOSED PVC TANK" \ 11 O o TO'TIGHTMIN (13 LF O 2x MIN SLOPE) 1 RELOCATE UTILITY POLE AND OVERHEAD WIfE.S _ s 1` WATER SYSTEM NOTES 1 1.ALL MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES. REGULATIONS AND SPECIFICATIONS OF THE HYANNIS WATER r- -c' - ---� Q 3 \ 1 EwsnxG MONITORING WELL TO BE RAISED SYSTEMS AS AMENDED TO PRESENT. WATER DISTRICT HAS AUTHORITY TO AMEND PLANS. BENCHMARK: I TO FINISHED GRADE WITH ROAD BOX MAD N �3 s ALx I LEI—o I o o I o 000 • • o- ` 11 2.DOMESTIC SERVICES TO BE 200 PSI CTS PLASTIC LINE TO WATER DISTRICT SPECIFICATIONS SLEEVED WHERE REQUIRED. (NA Be) I I 1 - o y \ \ 3.GATE VALVES SHALL BE MUGA ER ONLY. IRON BODY, BRONZE MOUNTED, DOUBLE DISC, WITH TWO INCH OPERATING NUT WITH ' - I �---- ------ --J•��•-� °�-eta T t ,`, � _ _ MECHANICAL JOINT HUBS. GATE VALVE SHALL CONFORM IN EVERY RESPECT TO ALL APPLICABLE AWWA STANDARDS. ,VALVE E ( 'SHALL BE DESIGNED FOR 200 PSI WORKING AND 300 PSI.TEST PRESSURE AND SHALL OPEN LEFT.- . N� .. • , $ AUTO GY/or.?- \> .. 4.VALVES SHALL ALSO CONFORM TO THE SPECIFICATIONS IO THE D TO AS TO C SIZE STEM, PITCH OF THREAD, GASKET AL SEATING MAUTOS Mr2-/ ��� , �// AREA SHALL M FULLY MACHINED TO THE FIXED DIMENSIONS AND TOLERANCES AS PER AWWA SPECIFICATIONS. ALL VALVES SHALL BE PROVIDED WITH.'0' RINGS.- THE DESIGN OF THE VALVE SHALL BE SUCH THAT THE SEAL PLATE CAN BE FITTED WITH PROP.TRANSFORMER ON - NEW"0"RINGS WHICH THE VALVE IS UNDER PRESSURE IN THE FULLY OPEN POSITION. CONCRETE PAD CURB INFILTRATION CONTAINMENT CURB - PROP SUBSURFACE S.HYANNIS WATER SYSTEMS APPROVED CONTRACTOR AND INSPECTOR REQUIRED. INLTRATION SYSTEM ) - - ' 6.A REPRESENTATIVE OF THE TOWN OF BARNSTABLE WATER SUPPLY DIVISION MUST WITNESS THAT EXISTING SERVICES ARE CUT AND CAPPED AT THE WATER MAIN. IT IS THE CONTRACTCR'S RESPONSIBILITY TO CONTACT.THE WATER SUPPLY DIVISION AND - SCHEDULE AN INSPECTION. N ; MAP J"LOT 76'-I - 1 SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 4 FOR CONSTRUCTION NOTES AND LEGEND �•A Cf eys, FILE:2827.01-SITE Designed by o; RIa1ARo Sheet of SCALE PREPARED FOR: UTILITY PLAN . Drawn by L FOR LAHAM MANAGEMENT AND LEASING, INC. 5 10 Alanlico :DESIGN ENGINEERS, INC. Checked by: SGALEI• =_30' 500 YARMOUTH ROAD- CADILLAC CAPE COD JOB NUMBER w Survey chk, by: 0 1515y� 30�,a,4��5 - HYANNIS, MASSACHUSETTS P.O.' Box 1051, Sandwich, MA 02563 (508) 888 — 9282 Approved by: L J DATE NO. BY DATE REVISION HYANNIS, MASSACHUSETTS 02601 SEPTEMBER 29, 2016 2827.01 TEST PIT/1 - ELEVATION = - :- .: TEST PIT/2- ELEVATION v - ,:. TEST PIT#3- ELEVATION - ROUTE 6 - DEPTH eorlou soE' saL REDowup6+wc - .DEPTH eoTTCu - i - FROM OF"YEA SOIL oT1En Fnou OF LAYER SOIL SOIL .SOIL REDOMMORFI9C oTMm oEPTI BOTTOL 7EXTUI:E N/F SURFACE ELEV. HOPoZON TE%R1RE COLOR FEANflES SURFACE ElEV. HOPoZONTEXTURE _ FROM °F LAYER SpL SOIL AIL. Rm°I6AIORPHIC EXIT 7 V/Y _ JOHN P (INCHES) (USDA) (MUHSEIL) (MOTTLES) (FICHES (USDA) (MONSELL) (OTILES) - NmA) (Mu�Ns�iL FL,TILES oTHVR _SURFACE EL.EV. HOPoZON MERESENA (FLED ) (FEET) (INCHES) (FEEL) ) (MO7TF5) - TOW a' BARNSTAB(E SALTY Cdt _ MAP 345 LOT 3 _ 3Cy 34.24 N/f PROPOSED - - O PERCOLATION TEST BY. PERCOLATION TEST BY: PERM ATOM TEST BD KERN M d' SUBSURFACE - - INFILIRATICN WTNESSD BY WITNESSED BC WITNESSED BC MAR"11'AYEW- SYS TEM q• DATE DATE: DALE LOCUS S!/LUYAN , B PERCOLATION RATE: PERCOLATION RATE _ PERcounoN RATE - PROPOSE! L ABSORPTION MAP J45 LOT 22 , 5157 W! LEACHING BED - - 0 . LEGEND i TEST PIT/4-ELEVATION - •o - i •J5 OpiH BOTTOM EXISTING EDGE OF PAVEMENT R� N1 FROM OF LATER SOIL SOIL SOIL REDOOMORPHIC XO SURFACE ELEV. HCMZON / t.1 o O lEX1UftE COLOR FTaTIRL3 OTHER EGPNcc EXISTING EDGE OF PAVEMENT W T? m 1 (INCHES) (FEET) (USDA) (uuNSELL) (MorTLEsy VERTICAL CONCRETE CURB 2B- R EXISTING 5'CONTOUR LINE FLOG n.n EXISTING 1'CONTOUR LINE �2g OLD YARMOUTH ROAD INSPECTION OF 5) / - I 1 _ _ _ _ _ _ _ x35.az - . Da 'sD�/ � I I I �• - - _ _ - EXISTING SPOT ELEVATION ROPOSED e-OUTLET,H2O z _ DISTRIBUTION BDX WIGGINST.T o o I o o 0 0 - I>4 EXISTING WATER GATE ,. LOCUS MAP ( / . RESERVE PROPOSED / J 4 EXISTING WATER SHUT-OFF PRECAST 0B-e,H2O OR to I I - SCALE: 1•=2,000 d: APPROVED EQUAL) RESEA / 35.a2 °OE' PERWIAnIMI TEST er. EXISTING FIRE HYDRANT GENERAL NOTES: \ I AREA / PROPOSED PROPOSED 2 COMPARTMENT gl I x3>.Bz 5 OVERDID ) b • DAM�TI¢SSTD EXISTING GAS GATE 1. RECORD QWNER(s): JOSEPH LAHAM - / %J6.fi6 \ - PERGVLATD14 RATE a5O1 GALLON.N20 SEPTIC 9i A 500 HYANNIS. MASSACHUSETTS ROAD TANK(WIGGINS PRECAST H2O \\ EXISTING GAS LINE _ -.HYANNIS,MAssALaHusETTs o2em AY, OR APPROVED EQUAL) :,\- EXISTING OVERHEAD WIRE SEE DESIGN FORMULA FOR - � - \� \ 34zo - 2 THE LOCUS PROPERTY IS 910NN AS PARCELS 21-1 AND 29 ON THE TOWN OF MINIMUM P TMENr SIZES I L - - ::. "6 - •n, EXISTING UTILITY POLE BARNSTABLE ASSESSOR'S MAP 345. •.`. .:yam•. '.r'-.ti%.t, ..rc..,{. \ PROPOSED PA ENT �~''1•�"'-- . �"••'�.`Y -- -A- S 0- EXISTING GUY WARE a THE EXISTING CONDITIONS SHOWN HEREON ARE BASED UPON A FIELD SURVEY ..•.. t^ ( • r.%•SY �,- 4-.� 1 1 N/T LL(MIN INCHES) BY ATLANTIC DESIGN ENdNEERS, INC, IN NOVkMBER OF 2075 THE TOWN OF iT.F I ....., � x 2'LAYER DOG HOUSE C EXISTING LIGHT POLE BARNSTABLE GIS SYSTEM. REALTY LLC 6. MAP J45 DOUBLE WASHED 4. o EXISTING SIGN 4. EXISTING UNDERGROUND uTLLRIES INFORMATION IS BASED UPON PLANS AND 424' O n,..:; -' '+�•;`?'!<-' �;•'^.�. 3P.0 \` 1 LOT 20 - PEA STONE ALB T OFINFORMATIONSU ON RECORD VEY AND SURFACE FEATURES AND,INC.OT THE 7G7 _ - I 6•MINIMUM 1_1 - O EXISTING CHAINUNK FENCE � Y SUBSURFACE SURVEY BY ATLANTIC DESIGN ENGINEERS,INC m ooUeLE -•�•-•R--EXISTING UNDERGROUND ELECTRIC - GEANWT • � � WASHED _ 5. THE PROPERTY IS ZONED AS BUSINESS DISTRICT (B) PER THE TORN OF. J�19 6.0' 6.0' e.I' e.o' 6.0' 3.0' STONE •rRx EXISTING ELECTRIC HAND HOLE BARNSTABLE ZONING MAP. SEPTIC SETBACKS (MIN.) 4•PERFORATED Sqi 5'MINIMUM ® ❑ EXISTING DRAINAGE CATCH BASIN S. THE PROPERTY LIES WITHIN FLOOD ZONE X BASED UPON A REVIEW OF FEMA'S SEPTIC TANK I EACHING FACILITY SEPARATION A WATER ONES WITHIN 10 FEET OF in j \ ) - 40 PVC LATERALBOTTOM OF BED LEVEL FIRM PANEL NUMBER 230001C0587J,PRELIMINARILY DIALED DULY 16,2014.THIS - SEWER,VENT,DRAINAGE,OR GAS LINES V / a.46 PROPERTY LINES 10' PROPERTY LINES 10 ENDS CONNECTED TO FOR ENTIRE LENGTH - DISTANCE FROM a EXISTING MANHOLE COVER AREA IS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN. SHALL BE ENCASED IN POLYETHYLENE �a �+ $C �:. ` - CELLAR WALL 10' CELLAR WALL 20' 4•PVC VENT PIPE _GROUNDWATER WRAP/TUBE PER HYANNIS WATER DEPT I • R D W '6 C , WELL 50' WELL 100' (VENT TO ROOF). -- ® EXISTING'SEPTIC TANK COVER 7. THE PROPERTY LIES WITHIN A ZONE II BASED UPON REVIEW OF THE TOWN OF SPECIFICATIONS(SEE DETAIL).CLOUDED 1 to - BARNSTABLE q5 SYSTEM. 3 I 4x x3`4e XJ5.4 '--A- s 34.2Y DRYWELL 10' DRYWEII 25 .SOIL ABSORPTION SYSTEM (LEACHING BED CROSS-SECTION ® EXISTING MONITORING WELL AREAS DENOTE WHERE ENCASEMENT WILL I y3`.s-� O - ) � - - ro e..,. 6. BA PROPERTY I ES WITHIN THE WELLHEAD PROTECTION OVERLAY DISTRICT .EXISTING IRRIGATION HAND HOLE ' - BE NECESSARYae �7� mt•: .. •�xx. BASED UPON REVIEW OF THE TOWN OF BARNSTABLE p5 SYSTEM. ��- (dEANouT a""'.' 1 nCX"� - Y°M1°' R°" io e�E VENT OTON PROPOSED EDGE OF-PAVEMENT 9. THE PROPERTY DOES NOT UE WITHIN AN ESTIMATED HABITAT OF RARE WILDLIFE / 37.4ax1 _ y �!,I(gagypaE W/CAPE COD BERM OR A PRIORITY HABITAT OF RARE SPECIES BASED UPON REVIEW OF THE I n3M nn R �r9 Rn m MER I NATURAL HERITAGE AND ENDANGERED SPECIES PROGRAM 2008 MAPS �.• I I •r:•`�` :.;?3)) "�xm. ^Li 34.sz< .. ,gyms VGC PROPOSED EDGE OF PAVEMENT OBSERVED ON THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. t�0 �� - I W/VERTICAL GRANITE CURB pROpo,®.gNp� sOE 10. THE PROPERTY DOES NOT UE WITHIN AN AREA OF CRITICAL ENVIRONMENTAL sTrI�.• ,'.r- \ g,y •• A M MCC PROPOSED EDGE OF:PAVEMENT W/ CONCERN BASED uPCN A REVIEW OF THE MASSACHUSETIS GEOGRAPHIC I j•,y lyt �� - c- ' MONOLITHIC(CAST-IN-PLACE) CURB INFORMATION SYSTEM. R ♦ PROPOSED CHAINUNK FENCE SEPTIC NOTES: OPOSED b A7rAa APE To I O 9CH.40 PVC. III xyy _ wlmacn annxc - - J - PROPOSED STOCKADE FENCE 0 e'SON.40. VC O' TOR \ I �•!7 Wrt - - as.aoy 0 1. ALL DIMENSONS ARE PERPENDICULAR TO THE PROPERTY UNES �N PROPDam 611110PN I ` I PROPOSED 5'CONTOUR LINE 30.4 1.1X FROM BUILpNG \' J. PDPDPAIFD . TO SEPT 1 'V 4 PVC APE 2 ALL SYSTEM COMP ODE TI SHALL BE INSTALLED IN COMPLIANCE WITH THE ?, - PROPOSED 1'CONTOUR LINE I STATE SANITARY CODE TILE V AND THE LOCAL BOARD OF HEALTH I N - (y A PLAN NEW PPE \yP 1 l REQUIREMENTS. MAP 33 _ •a_a VENT DETAIL PLAN VIEW �e PROPOSED SPOT ELEVATION _ PROPOSED CAPE COD CADILLAC 1�11 (COMM. CONDO. �� _ ' xo.ro PROPOSED TOP OF CURB 3. ANY CHANGE G THIS RAN MUST BE APPROVED BY THE BOARD OF HEALTH v AND DESIGN ENGINEER. -2W � DEALERSHIP BUILDING I To> o a• PROPOSED BOTTOM OF CURB - .JfN, // `. 'QU DESIGN FORMULA: 4. BEFORE BGINEER N THE SYSTEM,THE CONTRACTOR INSPECT. SHALL NOTIFY THE GROSS FLOOR AREA=22,376 S.F. -� �, Jass TYPICAL SEWER caM IT DETAI - PROPOSED DRAINAGE FLOW ARROWS DESIGN ENGINEER AND BOARD 6 HEALTH TO INSPECT. '� NO GARBAGE GRINDER ALLOWED WITH THIS DESIGN I J �' x36.74 F.F.=38.5 ,� \ x 1D scNE P PROPOSED DRAINAGE LINE 5. HEAVY EQUIPMENT SHALL NOT TRAVEL OVER DISPOSAL SYSTEM DURING CR %15.57 35.H / ,M - SYSTEM - REWIRE]). PROVIDED AFTER CONSTRUCTION. . xTU 0 PROPOSED DRAINAGE MANHOLE {ry� DAILY FLOW:P •` I - - - - B. TIGHT JOINT(Td)PIPING SHALL CONSIST OF POLYVINYL CHLORIDE(PVC)PIPE, 2 - 3rr.. �11 8 SERVICE LIFTS z 150 GPD/BAY- 1,200 GPD PROPOSED CATGH BASIN SONEDULE 40.ALL PIPES TO BE LAID ON FIRM BASE AND TO BE WATERTIGHT. +11 ALL CONNECTIONS AND JOINTS SHALL BE MECHANICALLY SOUND AND TIGHT. �4e'3i98 5 ! rt' 43C SCREW TYPE � 8,818 SF RETAIL 50 GPD/1,OCO SF 3L7 GPD L, ALL DOUBLE CATCH BASIN 4I ( I CMY X3J. , CAP. 2,616 SF OFFICE O 75 GPD/1,000 SF 198 GPD 7. DISTRIBUTION BOX SHALL BE WATER NESTED FOR LEVELNESS DISTRIBUTION - �pz 777 FlwSHED GRADE - PROPOSED WATER QUALITY INLET _ CONDUIT `�' rP , 12• SII MOUNTED BOX SMALL HAVE AN INLET TEE EXTENDING TO ONE INCH ABOVE THE OUTLET 3fi.oi .,o al b � %3\sy7. xavl / � / ` CAST IRON Roan LEACHING AREA. - (OIL/WATER SEPARATOR TANK) INVERT ELEVATION. . L n a \ 4 PERF BOX MATH 82'x 38'LEACHING BED 2232 SF °POSED 4 PVC DRAIN .� / REMOVABLE COVER • PROPOSED SEPTIC LINE a THE DFSI(77 ENGINEER STALL CERTIFY INSTALLATION. SLIT IN te• .PROPOSED WATER LINE (3 LF OTZX MIN SLOPE) 3.6 � � - I FACIIIN6 CAPagTY: 9. ALL SEPTIC SYSTEM COMPONENTS SHALL BE REQUIRED TO WITHSTAND H-20 SIDEwML•2232 5F x o.74 GAL/SF n37 GPD 1,632 cPo PROPOSED UNDERGROUND LOADING, \ o d`o CPOSED- - EC7END TO Up= PROPOSED 1.500 CALL INDUSTRIX� 1 SUBSURFACE NATURAL SOIL ELECTRIC LINE 10. EXISTING LOT SERVED W1ni TOWN WATER SERVICE. - WASTE HOLDING TANK•TIGHT TANK•PFA .INFILTRATION 4 S1PTG TANK(2 COMPARTMEHT7• _------ 314 CUR 1fl0 FOR SERVILE BAY \ # _ �4 1ST COMPARTMENT=2 x DAILY ROW 3,474 GAL =PROPOSED EROSION CONTROL II. CCINTRACTOR SHALL REMOVE ALL UNSUITABLE MATERIALS(ORGANICS, FILL A NATURALLY OCCURING SOIL - - NM-HAZARDOUS WASTEW'TER DISPOSAL I 1 x37 z� '1„-, I ,I 2ND COMPARTMENT-1 x DAILY ROW 1.737 GAL ® PROPOSED RIP-RAP AND B LAYER SOILS)WITHIN 5 FEET'ALL AROUND AND UNDER THE PROPOSED m RA w ' - " .4 1 INSPECTION PORT DETAIL LEACHING FIELD AND REPLACE WITH SAND CONFORMING TO 310.CMR ""'•'P•''` Nor ro scWE TOTAL: 1 5,211 GAL 5,500 GAL ICI PROPOSED LIGHT POLE 1s,255(3). 3za n L_7 BENCHMARK: I I o I \ ; - WIGGINS PRECAST 5.000 GALLON H2O WLGGINS PRECAST DB9 H2O - PROPOSED OVERDID OVERDIG UNTIL NAG NAIL IN SIDEWALKP = ELEV.-37.94' I •O O • • • t .n FINISHED FLOOR -2 COMPARTMENT�SPTIC TANK- -DISTRIBUTION BOX- - C LAYER IS ENCOUNTERED(SEE NOTE 11) A-�yfy� PROVIDE RISER H {•PERFORATED PVC,SOI 40 O (NAND BB) / I O \ I ` \ • , �• ELEVATION-38.5' PROVIDE RISER AND COVIIR / I -----_ -- xJa • TO FINISHED GRADE AND COVER TO' -)---- •��0 of T \ WTH 37.7 1 I \ \ 1 WITHIN 6.OF - 82-SOIL ABSORPTION LLSYSTEM-CHING BED 51W MAX EPERFORATIONSN.AND N/f- 1 4 \`7 PROPOSED SEWER F.G.- 38.75' TO 38.6' - F.G.-36.55'3 RNA GRADE 36.553 T .1'3 F.G--35.6'4 TO 35.3'3 AUTO 5 LOT 2- - F� ) LINE OUT OF - YAP JRS LOT 2-1 t �/� BUILDING W T p. 3.MAIL COVER 8• NP x35.,t 9•'MIN.CO 3'MAX COVER m COVER MIL I \ J MI OF 1]DOUBLE -I TOP OF STONE PROVIDE 2 lE - PROVIDE STONE OF TO' 5'9•MIN.COVER dd 1 I N/7' �� _� EIEV 3408 - .WASHED STONE TIP) WASHED STONE(TXP) I Jzae , xad.,D u av-2 L[c q ELEY ) (TYP) MAP J44 LOT 76-1 \ 2 Z_ L •OUT-� IN-� O1T IN = I I 1 I \ _ \:\ - / I 6•.PVC a6% IN •�3 !pZ 1 •y- _ � 0.5'vT�rT`�'T�iy... -. 6•PVC O L- Yj Y}W:Y2. .�YY:� lYy:vjS.Y ji}Yi Yil•.Y Y2YY+'..Y..• J EXISTING SEWAGE FLOW CALCULATIONS" - PROPOSED SEWAGE FLOW CALCULATIONS' COM�TUENT 1 T_ IX MIN. 4•Pvc o - ` - - (ESTIMATES BASED UPON TITLE 5) - ESTIMATES BASED UPON TITLE 5 - a474 GAL(MIN) a LAIN. -(TON) --.. :,.,-.,-,.:. .::-„:•,.:,..v,-..-,..-,.. ( ) (TYP). eoTTOa aF BED 34.30' �V' F'Fl•Y.-3275 5'MINIMUM CATEGORY AMOUNT- UNIT SLIVA(;£FLOW ESTIMATE DESI(kl FLOW(G7D) �yj yyLi O+MA FLOW ESTIMATE DESIGN FLOW(GPD) � E]EV ::•:.::::•::•:::•::•::.:.:. 34.05' 33.78 _ SEPARATION To (5'MIN m G11) HIGH GROUNDWATER RETAIL 2182 S.F. 50 GPD/1000 SF. - 100.1 2.4 .RETAIL" 8,616 SF: 50 GPD/1000 S.F. 341 PROVIDE LEVEL 8• - ElEV. - OF10E 2432 S.F. 75 GPD/1000 S.F. 1824 DITTOS"• 2616 $.F. 75 GPD/10GO S.F. 120 106't CWPACTED gRUSHEO B'3 SERVICE 1{ SERVICE LIFR 150 CPD R 2100- SERVICE B STONE BENEATH SEPTIC PROVIDE LEVEL 6• 67 LONG x 38'WIDE LEACHING BED /L SEANCE LIFTS 150 GPD/UFT 1,200 TANK 1 COMPACTED CRUSHED 11 fX LB-20' BOTTOM OF BED LEVEL FOR ENTIRE LENGTH TUTAL �OWD COMPARTMENT 2 STONE BENEATH L2 h LS-15' GW ELEVATION To TE - Bo,Es' 1,737 GAL(MIN) DISTRIBUTION BOX L S R L4-11' DETERMINED BY TEST AT ' EXISTING FLOOR AREAS ARE BASED UPON INTERIOR AS-BUILT BY ATLANTIC SEWAd:ESTIMATES BASED UPON PROPOSED FLOOR AREAS IN PLAN ENTITLED-CAPE COD CADILLAC. 1.THE OUTLET TEE IS r0 BE FITTED WITH A GAS 2 SEPTIC TANK SHALL BE 3.SEPTIC TANKS SHALL BE PROVIDED WITH AT DESIGN ENGINEERS.INC.IN JUNE OF 2016. 600 YARMWTH ROAD,HYANNIS,CIA 02601- AREA PLANS-PREPARED BY GENSLER.DATED AUGUST - BAFFLE AND EFFLUENT TEE FILTER. USE ZABEL EMBOSSED WITH SEAL STATING 1a-2016. - MODEL OR APPROVED EQUIVALENT. CONFORMANCE WITH ASTM C LEAST THREE 20•E DIAMETER MANHOLES WITH PROPOSED SEPTIC SYSTEM PROFILE RETAIL CONSISTS OF SHOWROOM,CUSTOMER LOUNGE AND NEW CAR DELIVERY DURABLE MATERIAL IMPERMEABLE COVERS OF »• OFFICE CONSITS of 12z7-93. (Nor r0 SCALE) SALES,NON-CUSTOMER 7Wgi POINT AND SERVICE WRITE UP Hiss FILE:2827.01-SITE . Designed by: SCALE ,RICx AR PREPARED FOR: SEPTIC SYSTEM DESIGN PLAN Sheet Cr ® Or— by: � TA s 61 I �; DESIGN ENGINEERS, INC. y ° 5 45 cE°,W LAHAM MANAGEMENT AND LEASING INC. FOR 6 10 Checked b SCALE 1 = so' 500 YARMOUTH ROAD CADILLAC CAPE COD JOB NUMBER Survey chk. by: o aL HYANNIS, MASSACHUSETTS P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 Approved by: DATE NO. BY DATE REVISION HYANNIS, MASSACHUSETTS 02601 SEPTEMBER 29, 2016 2827.01 N/F PROP.6"HIGH WHITE VINYL 7011N Ll� FENCE FOR SCRE7711NC ALONC BARNBJABLE I RESIDENTIAL PROPERTY LINE - MERLC5ENA REALTY CLTYP - • C/O BARNSTAB!! PROP.FENNCED-IN .MAP Ji5 L07 JB MUN/L1PAL LOT 3I PROP.AFOR SC EE AT 5'D.C. GROUND COVER SPECIES MAP J1L5 LOT J FOR SCREENING ALONG CONCRETE WYPSTER PAD F - VARIES-RETTR TO - ' RESIDENT PROPERTY LANE .. - SCHEDULE SPACING - BULBS DAYLUE S . - - (SEE SCHEDULE) 8'DEEP N N R" o- '1 3'BARK YUICN MAR.. I AVER- \ _ SE&Uf/LC/YAN $ 4 12• 12'PREPARED TOPSOIL NAP,7l.5 COT 2? (1)AR-OG 4'SCARIFIED SUBGRADE - (35)TO _ ,•V .`<. SUBGRADE . . - GRWND COVER BU185 -A)IIIIIS PLANTING BED DETAIL - NOT TO SCALE ` - ' - - 3'MULCH REMOVE BURLAP FROM .. TOP 3 OF BALL . \ _ CONSTRUCT 4'EARTH SAUCER FILL WITH 3' BARK MULCH _ BACKFlLL WITH PLANTING 7 1, :�. OOC NOUSE MIXTURE 3 TOPSOIL,3 . REAL TY LLC COARSE SAND AND 3 PEAT MAP 345 LOT 20 MOSS IN B'LAYERS"WATER . - - (4)AC `\ EACH LAYER UNTIL SETRED (1)AR-OG UNDISTURBED SUBGRADE 40 (1)AR-OG ' � - SHRUB PLANTING bETAIL (7)AR-OC NOT TO SCALE.' PROPOSED BLACK NOTE:WRAP DECIDUOUS TREES(1•CAL+) IV G PROPOSED FENCE WITH BURLAP OR ASPHALTIC { \ CHAT SLAG(VINYL KRINKLE KRAFT TREE WRAP. WTHDECIDUOUS- SLATS(TYP) EVERGREEN ON-SITE BACK.25' -SITGROUNDJ # GROUND LINE TO BE AS .. i N1 \ _ EXISTED,AT NURSERY ♦ / iF�F01JA(.RAY /E PRESENT.ANT (3)CKJ PROPOSED LANDSCAPED BED - O - - 3 GUYS OF 10 25'X 10 CEDAR OUND TREE PER OWNER/LANDSCAPER (5)AC GAUGE WIRE 120' � { I WIA TH TURNBUCKLE STAKE EXPOSED . 4'SOIL SAUCER 2'MULCH 00 I Y.i I "r i...: ,p..•„ OC - - _ - - WATER EACH AT FLUSH'STAKE ... .. MOSS • ` ` �.x _ fGRAD TO FIN. .... LOOSEN SUBSOIL W LAYER 12' IN -' UNTIL SETTLED �'MIN - O EVER(X2EElJ 7REFDECIDUDIM TREE `•� \ � EXISTING OVERGROWN -TURN BAp(BURLAP BRUSH/VEGETAIW ALONG OLD - - FROM TOP OF BALL- YARMOUTH ROAD TO BE CLEARED NOTE STREET TREES OF NURSERY STOCK CONFORMING TO THE AND REPLACED WITH GRASS(TYP) STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN(1)AR-OG TREE ETAIL - PROPOSED CAPE COD CADILLAC \ Nor To scuE DEALERSHIP BUILDING F. ` 1 ALL LANDSCAPED AREAS PLANTING AND LANDSCAPING NOTES: { I - GROSS-FLOOR AREA=22.376 S. - F.F.-38.5 / ` TO. BE PROPERLY IRRIGATED. 1. ALL PLANT MATERIAL TO BE INSPECTED AND SEALED BY LANDSCAPE ARCHITECT . (1)AR-OC i - 2 ALL PLANT LOCATIONS SHALL BE STAKED IN THE FIELD.AND.REVIEWED TI EWED AND APPROVED BY E IRRIGATION DESIGN BY OTHERS LANDSCAPE ARCHITECT PRIOR TO PLANING. 3. NO SYNTHETIC BALL WRAP WILL BE ACCEPTED.ALL BALL WRAP SHALL BE REMOVED FROM THE - �� TOP 2/3 R THE BALL AFTER PLANT HAS BEEN PLACED IN HOLE TO PROPER ELEVATION. 4. ALL RANTS SHALL BE FLOODED WITH.WATER AT TALE OF PLANING AND AGAIN 24 HOURS LATER.BEFORE PLACEMENT OF ENTIRE BAGCFILL AND BARK MULCH. S{ N_ \ NAP ca LOT JJ . (COMM.LYNJOO UN/TSJ' S PTHE LANTING REQUIREMENTS. CONTRACTOR OFI SHALL REFQI TO THE DECRIES FRONDED FOR ADDITIONAL PLANING REWIRE]IENTS. 6. THE LANDSCAPE CONTRACTOR SHALL IMMEDIATELY REPLACE ANY PLANT MATERIAL THAT IS NOT HEALTHY AND CONTRACTOR SHALL BES PRIOR TO FINAL RESPMSIBLE FOR'MAINTENANCE OF THCTION OF THE E PLANTSTF R 2NDSCAP YEARS AFTER ` . - - - _ THE DATE OF ACCEPTANCE { a \ 7. ALL DISTURBED AREAS 10 BE LOANED AND SEEDED. B. THE TREES PLANTED SHALL HAVE TEMPORARY LABELS SO THAT INSPECTORS CAN DETERMINE { : (1)AR-OG \ - THAT THE REQUIRED SPECIES HAVEBEEN PLANTED. 4 j S. WHERE CRASS IS OF BE PROVIDED; E MINIMUM OF B'OF LOAM SHALL BE APPLIED PRIOR TO APPLICATION THE CAIW OF,THE GRASS SEED MIXTURE. (1)AR-OG \ T ,\ - 10.SHRUBS TO BE 4'FROM EDGE OF PAVEMENT/BERM WYTERUNE OR TO THE MAXIMUM EXTENT FEASIBLE AUTO IXL o LLC - RA55 GRASS. CRASS .. GRASS GRASS 11. ALL LANDSCAPED AREAS ARE TO BE PROPERLY IRRIGATE.DESIGN BY OTHERS. MAP JA5 LOT 2-1 - PROPOSED LIGHT POLE. REFER TO UGHIIG D ) , PLANT 5CHEDULF EFICI T Elr oTHERs — (Tw TRr29 - OTY BOTANICAL NAMC COMMON NAM[. CONT CAL 5RE - N $ AR-OG 10 Ater r,br—'O t b°r GI ry" O t ber Glo y Maple B 4 B 3:N.5'CAL LM-2 LLC - 5HRUB5 - CITY BOTANICAL NAME COMMON NAME!' CPL 91ZC' MAP Jii LOT 75-1 'CONT, AC 9 Ameln chIer°arvde+ee 5I\idbbw 5-r be / B 4 B_ 4-5'IgL" - I - CK3 10 C—eeTTw'Ke6ey\'.' K.6.r D°qA d 30.1 23'hot. - TO-EG 35' Yy TT o-.d reen erfb,-t W G ' r,—Id Green Arb m B 4 B r1al HT.- SEE SHEET 2 FOR GENERAL NOTES GROUND CDVER.3 CITY BOTANICAL NAME COMMON NAME CONT SPACING SEE SHEET 4 FOR CONSTRUCTION IN 1- COIOf 51.rtm '� Ily NOTES AND LEGEND FILE:2827.01-SITE Designed by: SCALE o RICH PREPARED FOR: LANDSCAPE PLAN Sheet of Rantice °Town by` T MANAGEMENT AND LEASING, INC. FOR 10 DESIGN ENGINEERS, INC. °necked by, Q SCALE 3°'45 a CADILLAC CAPE COD survey chk. by: N .500 YARMOUTH ROAD HYANNIS, MASSACHUSETTS lOB NUMBER Box 1051, Sandwich, MA 02563 (508) 888 — 9282 Approved by: DATE s'°°"` N0: . BY DATE REVISION HYANNIS, MASSACHUSETTS 02601 SEPTEMBER 29 2016 2827.01 \ N/A" N - .. Tow a, .KXLN P MER4C ENA _ A REALTY CARP BARNSTABLE - - . - C/O BARNSTACII'.E' Nt7 LOT l8 AtAP AL A/RPART EXISTING CIIAINUNK DO NO . NAP.HS L0T3 FENCE ro BE REMOVE GlI POLE _ _ DEMOLITION NOTES R .. _ TO REMAIN � � ]ass P.. _ 1. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN.STRICT ADHERENCE TO ALL . FEDERAL, STATE. AND LOCAL REGULATIONS. N/T - a - 2. LOCATION BUILDING DEMOLITION EQUIPMENT THROUGH THE STRUCTURE AND ATWN M e _ / '!\ - REMOVE MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING N'eR..ae,E 1;6 WALLS, FLOORS, OR FRAMING. SLLLLYAN EXISTING TIGHT NAP 345 LOT 12 /TO BE REMOVED 3424 34Ie - 3. PROVIDE APPROPRIATE SHORING,BRACING AND SUPPORTS TO PREVENT POLE UNCONTROLLED MOVEMENT,SETTLEMENT OR COLLAPSE OF STRUCTURES TO BE H - - _ sees AND H IRRIGATION ro REMAIN // / e] \ DEMOLISHED(AND ADJACENT FACILITIES,.IF APPLICABLE). - ' HAND H . 4. DEMOLISH AND REMOVE ALL FOUNDATION WALLS, FOOTINGS, SLABS, AND OTHER \ - MATERIALS WITHIN THE AREA DESIGNATED ON.THE PLANS. 10 1 6 5. ERECT AND MAINTAIN PROTECTED PASSAGEWAYS IN ORDE R TO PRONDE SAF E DOrnNG WATER VALVE AND 17 %x .05 I 11 \ PASSAGE FOR PERSONS AROUND THE AREA OF DEMOLITION. WATER SERVICE 70 BE REMOVED - - (CUT AND CAPPED AT THE--,,, 6. CONDUCT ALL DEMOLITION OPERATIONS IN.A MANNER THAT WILL PREVENT DAMAGE MAIN)PER HYANNIS WATER / ! 1 - - .. r� - - - TO STRUCTURES, ADJACENT BUILDINGS. AND PROPERTY AND IN A'MANNER THAT" DEPT.SPECIFICATIONS DOSTNC ^ \ - - 'yy N7LL PREVENT PERSONNEL INJURY TO ALL PERSONS. 3 03 Y'Si/ PAVEMENT ro \ X .2 _ sza; BE REMOVE 1 \ - 7. CONDUCT DEMOLITION.SERVICES IN SUCH A MANNER TO INSURE MINIMUM -. INTERFERENCE WITH ROADS,STREETS, WALKS AND OTHER ADJACENT FACILITIES. x3s.4z I DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIED FACIUTES WITHOUT PRIOR WRITTEN PERMISSION FROM THE APPROPRIATE AUTHORITIES. EXISTING / X36.88 / EXISTING WATER VALVE PROVIDE ALTERNATIVE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, UGHT POLE To / / ro BE REMOVED ! Doc NLUSE - - IF REQUIRED.' . BE REMOVED PER HYANNIS WATER \ REALTYLLC' / DEPT.SPEOFlCATIONS 34.20 `MAP JI5 LOT TO EXISTING GAS uNE E7,rnNc .EXISTING'GdL \ _ _ B. USE WATERING, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS, AS AND GATE VALVE MANHOLES. ABSORPTIaN SYSTEM I EXISTING CHAINUNK NECESSARY TO LIMIT THE AMOUNT OF AIRBORNE DUST, DIRT, AND DEBRIS. CLEAN TO BE BELOVED CATCH FENCE ro BE REMOVED ADJACENT STRUCTURES AND IMPROVEMENTS OF ALL DUST AND DEBRIS CAUSED PER E REM ro BE BEHOVED l SPECIFICATIONS BASINS AND ,� ! - BY THE DEMOLITION OPERATIONS. 'RETURN ALL ADJACENT AREAS.TO THE 37.9 3>� /' xsaa Nc TO ' % a x 7 - - CONDITIONS EXISTING PRIOR TO THE START OF WORK. PROPOSED sAvwrur(TrP) i / 0� I 34.z2 - 9. ACCOMPLISH AND PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE UNAUTHORIZED ENTRY OF PERSONS AT ANY TIME. . - APPROX EXIrnec WATER '° © 1 ,a, SERVICE TO BE REMOVED(CUT EXISTING DISTRIBUTION I EXISTING CATCH .10.COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE AND CAPPED AT THE MAIN)PER © BOX ro BE REMOVED' HYANNIS WATER DEFT.A I / a /~ / BASINS TO - DEMOLITION OF STRUCTURES AND FOUNDATIONS WITH COMPACTED GRAVEL,FREE SPECIFICATIONS i ( / w EMsn/I+c s,000 BE REMOVE FROM DEBRIS, TRASH,FROZEN.MATERIALS, ROOTS AND OTHER ORGANIC MATTER. D,rnec uNDETEXIOUNG -B�-1c�� / \ GALLON yn0. - > - MATERIAL FROM DEMOLITION MAY NOT BE USED AS FILL PRIOR TO PLACEMENT ELECTRIC LINE ! 'TANK TO BE REMOVED. X-46 \ OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTION IN ORDER TO INSURE TO BE REMOVED { y n I. c 1��4 C _ �, - - THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER,FROZEN MATERIAL, - PER UTILITY TRASH AND DEBRIS. PLACE FILL MATERIALS IN HORIZONTAL LAYERS NOT a SPECIFICATIONS IV n 3423 EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT p - - TO 95%OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. PORTION OF 11. REMOVE FROM THE DESIGNATED SITE, AT THE EARUEST POSSIBLE'TIME,ALL EwrnND - 3>4e _ EXIrnNC AC uwr - -�11 - DEBRIS, RUBBISH, SALVAGEABLE ITEMS, HAZARDOUS AND COMBUSTIBLE SERVICES. sDnN,ux ro q I I ANDS ETE PM -37 !!! nsz� '' - - .REMOVED MATERIALS MAY NOT BE STORED,SOLD OR BURNED ON THE SITE. BE REMOVED < I ! E - To BE REMOVED \ !N34. p REMOVAL OF HAZARDOUS AND COMBUSTIBLE MATERIALS SHALL BE ACCOMPUSHED `►�' 1 - A'/1" II s ,� - IN ACCORDANCE WITH THE PROCEDURES AS AUTHORIZED BY THE FIRE _ I11 P3EPN(AVIAN MAP 345 LOT 7,-2 34 1 ,L[: - - � DEPARTMENT OR OTHER APPROPRIATE REGULATORY AGENCIES AND DEPARTMENT. EXISTING CONCRETE -'EXISTIN NG,G BDILDI .. EXISTING • O 1 SIDEWALKS 7o OVERHANGS AND �q�jSS TD I I $b 12.DISCONNECT, SHUT OFF AND SEAL PER UTILITY COMPANY SPECIFICATIONS ALL BE REMOVED FOUNDATION 70 BE REMOVED BE REMOVED I I mSV. EXISTING OVERGROWN UTIUTIES SERVICING THE STRUCTURE(S)TO BE DEMOLISHED BEFORE THE BRUSH/VEGErA71ON ALONG OLD -COMMENCEMENT OF THE DESIGNATED DEMOLITION. MARK AND PROTECT FOR �, I DDSDNG CONCRETE I ICx.ae 1 YARMOUTH ROAD TO BE CLEARS POSITION ALL ACTIVE UTILITY LINES THAT ARE TO REMAIN IN SERVICE AFTER Darnec LIGHT TO I I AND REPLACE WITH GRASS(TYP) DEMOLITION PER UTILITY COMPANY SPECIFICATIONS. CLEARLY IDENTIFY BEFORE - TO i`• BE REMOVED - BE REMOVPOIEED THE COMMENCEMENT OF DEMOLITION SERVICES THE REQUIRED INTERRUPTION OF - • ow I x3]a vll -----' --- ---III _ ACTIVE SYSTEMS THAT MAY AFFECT OTHER PARTIES, AND NOTIFY ALL APPLICABLE UTILITY COMPANIES TO INSURE THE CONTINUATION OF SERVICE. NOTE:ALL WATER ONES TO 1 L - 3E CUT AND CAPPED AT THE I - G WATER MAIN PER HYANNIS WATER - // ' - 13.IT IS THE CONTRACTOR'S RESPONSIBILITY K NOTIFY ALL UTI E, THE TOWN OF EXISTING I / i DEPL SPECIFICATIONS g 34� - MINIMUM OF DEPARTMENT OF PUBLIC WORKS, AND ALL UTILITY COMPANIES A ND HOLE I ,� 3>. / 36>4 3e. sTr. MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION ACTIVITIES FOR LOCATION OF NANO MOLE i X]es6- --b X-1 X3s.+4 /^/ - - - ALL UNDERGROUND U11UTIES AND UTILITY COMPANY AND DPW APPROVALS. ro REMAIN 14JK os x3>. '/' -�.' n � /3E 9 _ STING s 14.A REPRESENTATIVE OF THE TOWN OF BARNSTABLE WATER SUPPLY DIVISION MUST ExtsnNG SIh� �� PAVEMENT ro'� '�� 'WITNESS THAT EXISTING SERVICES ARE CUT AND CAPPED AT THE WATER MAIN. SIGN.T0 BE BE REMOVED X3s.z p@ �F]T.4999999- I �`x.e x.6a / - - REMODELED{ \ ; 1 - -I� I E]ErnN P!{vEM T -�x33, § - - - - IT IS THE CONTRACTOR'S RESPONSIBIUTY TO CONTACT THE WATER SUPPLY I II 7o E LRH�EEMMMo - 1 - - DIVISION AND SCHEDULE AN INSPECTION. X / EXISTING WATER sHur-oPF' / - VALVE TO BE REMOVED EXISTING MONITORING N/F I DOSTING UGHT \ \ PER HYANNIS WATER x a,OG / WELLS TO REMAIN AND NAP J15 LOT JT POLE 10 `?6`\ \ DEFT.SPECIFICATIONS L .\ .61 RAISE TO FINISHED GRADE (CWY.CAVOA UN173) REMOVED \ X33.8 - \^ -' EXISTING CATCH / . - &STING UT1UTY POLE 38.I \\ \\ �� BASINS ro /AND OVERHEAD WIRES TO I ! \ -\ 1 BE REMOVED / \BE RELOCATE I 1 \ \f.? \ 1 x]a.>a ISa.00 7 - _ EXISTING MONITORING x]].a WELLS TO BE REMOVED - EXTO BE MANHOLE ! 1 - . m TO BE RET;.oVED / H L ! - EXISTING 37. I ,.f�SEPN LANAM CATCH BENCHMARK: 1 L4T 21 - NAP 3f5 LOT 19 BASIN TO \ ; - MAC NAIL IN SIDEWAIX I LC-Cf 28708J / \ 11 \\ BE REMOVED ` 4.47 . (N VD 88) I I \ SAWCUT AND REMOVE I I \ EXISTING PAVEMENT ALONG X3a.le\ V \ 3).> I _ PROPERTYLINE 1 D0rnfONBEPREMOVE ! `�` AU706v?sLLc x3>.25 x3]. \$ SEE SHEET 2 FOR GENERAL NOTES MAP a Lorz-, I SEE SHEET 4 FOR CONSTRUCTION NOTES AND LEGEND L SEE SHEET 5 FOR UTILITY NOTES EXIrn POLETTOT - s\ \\ o I BE REMOVED / 31.70 - . 1 XSa.ga NNOTE TO CONTRACTOR LN-TLLC 1 ALL EXISTING UTILITIES ARE NOT 01, MAP Jli LOT 76 ® NECESSARILY SHOWN HEREON. $ CONTRACTOR SHALL NOTIFY DIGSAFE PRIOR TO COMMENCING DEMOLITION ACTIVITIES ` FILE 2827.01-SITE Designed by: SCALE '4 I°H PREPARED FOR: DEMOLITION PLAN snBe t DT F ® Drawn by; 5K LAHAM MANAGEMENT AND LEASING, INC. FOR 8 10 %n 1 I�. DESIGN ENGINEERS INC. Checked by; SCALE''= 30, S00 YARMOUTH ROAD CADILLAC CAPE COD JOB NUMBER I 0 15 30 45 En e�W Survey Onk. by: HYANNIS, MASSACHUSETTS P.O. Box 1051, Sandwich, MA 02563' (508) 888 - 9282 Approved by; DATE T,°"°`` NO. 8Y DATE REVISION HYANNIS, MASSACHUSETTS 02601 SEPTEMBER 29, 2016 2827.01 r RIXAD ADA NXY11.111T ON1E r ROAD AOA oG..4gT aMIE . _�' tR!ll'wfp C� t_a Ndl wA9®Wl9m • _. �31E FLAN iL1 OYYIMY BWtOY) - 9roIDpEµm•OIEIE - - - _ S`NORaVIfS ORFA 9iKT• - llmldl 0¢ S6 NMA • SaPE NIoaW N ORAN Y 91RAW NT11E 3•-4 ulewFA A AND . oovAcka - mPFs,m - - (Tm) mc^m a— Aa ® mvAc,m Tu - DwR1 FAInx eO1°01 � RF�woa —PAVEMENT CULTEC..�. ..� _... .. ... .. w.v£ � 4 SIOIE RIFA A9UC . T _ � IGVY�UM1 AYMENT , _ I - t0.0• _ p CULTEC RECHARGER 3W XHD yy t� rtII.all I I_ � 4w. L HEAVY-DUTY CHAMBER f (TIP. 1®tMAII YFUp Y•RMO TAR REM a>u�j PAVEMENT SUB-BASE' O 4•PY:1eNFPINON[ lzo• ar Ae.o'A Jape iR I I TYPICAL CROSS SECTION +--BSI[COMPACTED FILL S . ©{PLe rwaE ry IYAATEDI FEW ag IVI - . @I.iI BAWN _ a ®4'PLC Rlc AN01 1� -T ea.o• AROUND STONE FILTER FABRIC tmi c e�As�� n`rtn mam T . BAZ -y MtBLCl ff FD4COD,peO1CYET Alm NTA ALL bTSN[YWIF.AN IEPAR O IA Ia tw L u SHALL a IWw[n vNGp,LY AS IEIDm - SamaA6D WR 6AN NL FFR YAMWACMWR9�e tcntlMs y .. 1 2 INCH WAS CRUSHED rY S a CaxoatE tr � . sa YNArAnt.wso RrsGNUD.WGa rm pda sag . - ODr ro SCALE) STONE FREE Y,SILT. ?� �Y T ROOF DRAIN TIE-IN DETAIL AROUND µD BENEEATHNCHAMBBEER� T T ' (NOT TO EXiNE) STRAW WA F pPCONIROL atF'GII_ BED r UNLESS •....mw ADS MANIFOLD FEEDER PIPE PER T_ •ALL TIAIW OODtXd STILE' AOAasr ro nH zx wwc wm AH YN FRAIE a OUTE RIME BE °° PORT WIN SUITABLE PINT AHp x9TALL CAST RGN F,tAwE AAC W WR �tNN``ONg LFYARtN lFaAB-2 FOUR F1A11(E iPAIE a WAITS 91AIE BE un wY x tCOU r �Ima rroe qNo ca caN NaNaE ax AS REQUIRED oR rvFRrnm MA. FI N� y�Fv,Na cARAOF 1Y�� H2O ROAD BOX COVER Ir—.! aF u'rlEn��ro IaEAo mAVN tE �91,Yy AT GRADE-SEE PLANS ADS HEADER PEE PER PLAN TYPICAL UTI ITY TR N H D TAI PLAN VIEW FxOCAar caxrAEiE "Rwcs r Ytl4 ro s MAX aNr aNO N mmFA AND ®6 YOR SECTION A-A ` CONTACT UTILITY COMPANY AND Rfff72 si I.F1K YORTw® FNRN rnIEE tr YN FaA BrIX made ro YAMM3 FWIT NIFROPDIN FOR LOCATIONS - FOR INFORMATION ONLY- . FULL ro eE REr N AaaAD rnNac(TF> e�laa�a cOUNg TO PLANS BY OTHERS FOR SPECIFIC FULL. OF YONAR / B•YIN.DEPTH OF STONE INCH - 21 pw¢,Oa wwE RHO` '^ 4 �•54 I d1AOE AND91 AX - - CULTEC RECHARGER 330XLHD SPECIFICATIONS ABOVE A D SHEDBELOW STONE x�' ro S•MAY) ABOVE AND BELOW CHAMBER DETAIL FOR THIS SITE. wtEn fc-xa' LENGTH 8.5' - YX COMCAL THE CONTRACTOR SHALL OVEREXCAVATE ALL awEN•awo Rv[- IWa r,Gt yAO� to FIBOW TRM B•MIN. MFIDIaE(ttPDdO ro BE M1{C WFDIIOE LAY-Up LENGTH 7.0' au�T PwE YOL NSONSET'N RSfR SECfaD _ WIDTH SG. - UNSUITABLE MATERIAL A MINIMUM OF 3'M E - oNgr H -e�BAFTIE YPROC10EN 1'dh3ANFSPHON LATERAL DIRECTON AND BELOW THE SYSTEM UNTILNSUITIABLE SYSTEM LNORTAR ALE JDWTS HEIGHT 30.5• € sM� . P a (FINE TO MEDIUM SAND)IS ENCWNIERED AND TOPSOLT�sOLcurov. ZVANY 4• t'aENa -- GIN SAL-R ES, THEN-REPLACE VAIN CLEAN GRANULAR FILL� - B ari50F ofPPE B OEAJ+ 1.RECHARGER 330XLHD BY CULTEC,INC.OF BROOKFIETD.CT. MEETING THE SPECIFICATIONS OF THE STATE ,,,,,�.�Al [ r 'T ' OF2_ALLRECHARGFR 33OXLHD CHAMBERS MUST BE INSTALLED IN SANITARY CODE TITLE 5(310 CMR 15.255(3)), l IF%="II twe x.Qb > ( -> VA N gCpgY - ACCORDANCE PATH ALL APPLICABLE LOCAL•STATE AHD FEDERAL - AS REWIRED. �VrnTICFE 4wtK 1Y L REGULATIONS.RENTER TO MANUFACTURER,CULTEG INC.'S " Aa'DimNc TO u� Y A05 ENDOW TO YATo1 PEE ADS ELBOW TO MATCH PPE RECOMMENDED INSTALLATION GLIDELINES. - CULTEC 330 DESIGNATION M-taa r P IN 1-1 ONEiR AEYOVABIE FOR A 3.ALL RECHARGER 330XLHD H2O HEAVY DUTY UNITS ARE MARRED A,? „ LFEL N MAYEIER REMOVABLE FOR RJYP YANTERNIS RRP ♦'-o' uNHroNANL1: WITH A 4'STRIPE ALONG 1HE LENGTH of THE CHAMBER.(USE INFILTRATION SYSTEM DETAIL Y Yea ate Sa N.STEEL WHEN INSTALLING UNDER AREAS SUBJECT TO VEHICULAR LOADS.) -NOT TO SCALE e• _��a�� 4 •�•:�`.•? 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(NOT TO SCALE) PAINTED'STOP'DETAIL wonrFtaYGaRI Row - I �:.t�W' X �`Tl `II sw°'!.� " Imo---MOTH VARIES-SEE PLAN IN-PLACE MOT 10 sCAlE7 No As xwm " wAvw/ is waE eYE .- �I. kgbnlic¢warxO si°t 4.000 PSI CEMENT FRAME R pOHR GWL ff apM1LTOR TO ODOa MOHIO B'Y T OPFII RNE B• A - CONCRETE tWa^Aldl Y¢msOt® tmNNN NCO am-2�� a/{'Gwaum iI \ Y°e I eu Gs¢ • Ta 9:ellnN a mx;tm¢craw was i-Oast ) nazi Bm o�F Ywndw r a/a a iCCIBCII{• a{•i 1• _ J7 (2 MN.-S MAY) ' SECTIOxS P:CYLeA �EIlc0.L8 OUTLET 'Y-0• A Y YN MIX. _ PRAIOE Y e, '( y I• I Y v./v4.0 RP w+w / veOaNJCA.SwT ivDS PIPE TYPICAL YORTA0.ALL JOINTS - {'d OPENNO T$ )• I mIDGT T vvL bj y - 1.•: 1-3—Ar t3 saw` tl41L 1T'K I . 'AM SECTION. - INDGIT O'RHIt iRtw 1'ro{' 1'OFAR {1 0 HiTXNK+t.m l_ t.... PLAN RD D 6 Y I YUL atz m x s m ou RDE a i' N cs`N 12'aC .<. mx m E omxc w A w kfF€ k 4a wY woos,-u W WTY OL1CI1lE IRON 11TE11CH MATE FRO¢1'ro 4' I- =i'OdI,AI q��,q p'm T Y a i..l - FEEIIIAH R-4080-CX TYPE•A' I` o�dl'L YN ata sa N NOTE- �p NOTE' J}y qA J' ROm s/a• tSiG.. I . HEAVY DUTY TRENCH FRAME OR APPROVED EWAL 4dE�EG Y 51FFA PER YRiK/L NEENAH TYPE'X'ORxMlw tr DLL wm Me x t aRa f•C'uunAcldo'�Y uuTi R n-znnq aFEu LL APPROVED EQUAL TOP OF CRATE ELEVATION 1 pBAH AROUND FOOL NAT4D AARfIo WATER sta Nr sOfE srff a Ive A gE PAN QN1BN6 FOR N1F4S iC OERwATIGI wtw bs ODOW TD wTaM PERIMETER LIGHT POLE DETAIL oLPnN INTERIOR LIGHT POLE DETAIL I L .TOWN OF BARNSTABLE Lo ) J T PW WAT(x ""EL. DpN NA ER SUPPLY DIVISION. N nr 2•ClR IFOn-YNxiFNAKE ;. LE ET P YSHYANN1. (TIP) ix MIN. INV.EL SLOPE MIN. '.. g - Y PpECASfIM - aJ. ..`u'. TAPPING§ AGA'IE VAEVE,-J GATE VALVE ANtl VAWE 80%.... P 1�d WAILER LINE 19 N9TN1ID P0.11TTIwYLENEE ENCASEDETOBF (SEE PLAN) _ B• - •w : T YK - LBO\£T@ SEYFR OR DRNN AR Ir VDETCK SEPARATION O� 1 r(TYP) APR,NFR_SCT �•r YN OGAEE BAY _ a-�9-� •e WALEL BASE VAERTCAL 4PARATW IS IEWRFD NOT ACHIEVED. -/MAiFR UNE - OUTLET ♦3, O TfIEAL AT ALL CROP �� �� -�• �.b ea o�` a F£1NEDN HPLS IN CASE TIE WATER UNE TO BE - - PIPE 1 ..0 •3-CLR CiN1ECTO15.CEVA B HW RPARATw IS NOT POLYEIHriENE ENCASED '.. O 12.O.GEW. 10 EPOTI COAlNO BY AOIEYAEIE THE WATER YAN WHEN LESS THAN t0 OF ( > (µTYp) �n�mm NORIIO.S MODIFIED /SHALLOW CATCH BASIN WITH RIAu le FOTHET WATER ENGSD H«azoNTK SPNUTON TO - THNx ae PRECAST CONCRETE DRAIN MANHOLE N sod¢OR NRAP FOR A MMOIH ,wenT:A*pkNwsAsWaN*.-fiFDw.H B LAST IH-PULE Al'PNlmED BwK - ro_ye GAS TRAP AND BEEHIVE GRATE 10 RFwaI l0 F¢T OF HaazONTK. a UHE Is PROwm VE.RnuL SFrARAnox IDR'I `��"' 4.000 PSI COQ7EroSCR!] - SPARATbI NIETYFFN THE -2 PIPE AND THE END 1B•MN.6G541NENI. NHoCASE -mo' CONCRETECTaN /DRAIN WE BE�FSS THIN B INCHES PROVIDE SI CONCRETE RISER,CATCH BASIN FRAME @ GRA ELEVATION NOTE PANID 1CP�� 2 wHEN THE WATER MAN 4 BNODN COURSE _ NSTALLED H1Dw TIE I I WAIFA UNEA,�OIGTo Y H w D ESIGI DRAIN 70 BE FINISHED GRADE g'Arn/W FIFE A uwYUY OG 10' ANOE FRA1ff SYSTEM DESIGNED FOR H-20 LOAM a SELD • _ __S I!g0G'CSSO s'IwE-aa- A'. N•B-a I iP FvJva D W�ANCHORS LOADINGLU tSEP `IS R£WFED FEiWaf1N S.E.A. _ PUCE GSOIEXTIE FABRIC PE'6 AID THE WATER YAN SHN1 I I NUCIs F3N, pal,,¢Y w J F�At v a:, W�` ,wAce MHO M 8.50.0,TYPE I SE PQYEmWDNE ENCASED IN 12• CIFAN 24 IN• Y4 G vS TbvNfo,gO( COIEIM FILL - ON TOP OF PEA STONE ACHI aE,WUP flli A IENCM ro FINISHED GRADE FINISHED GLADE I 12-LAY/ AOIEVE SEPARATION FEET LK HORRONTK .. 40 fTR.smmFllY �I 'o o o •o,[] WABSHm 3 io IE �R.14 nFF NND�`iHE ENO -as a TxE ETICAYMErr. N XO cJESE O H OQe .+ A00 PULE YRTIGL SEPARATION ff I I � � - D uW_uw p'`.y v[TlowawTl 7AA® �••o°Bd°� ���°off v o o o 0 0 LESS TITAN fz Na s .I ` n (apojPorax•. 'e' ,go•goTO - t,000 caLLON H-zo i A—ff ID-FEET aF d°° • : ,O ly SENT LEACHING PIT �T SCIPM TI.ISYIl1 WLTICAL S PARATDN N -•• („Q i EFF. AND SLYER U1E5 OpINC PARALLFl. MN. Ac}m'Yuwx(LLi BODZ sGffi®mA EE CAST IN-PLACE ° e ° . •• m DEP D O O O O 3 4•-1 1 T s P TE 10-FOOT SEPMA_,9 WATER UNE ',r ^µ,bw3:yl pO opMpgpy 4.000 PSI CE]IENT g• d . .pD� PPE ASHED Sr E POTETHWFNE�D�iUY.YD.w� I 12 e w R a>mIY FFa. Re O,RAs c S: A cproou`1(µ SUDONADE CONCRETE °Erg d o w p O C7 O O O NO CASE SHKL HM-TK I — Fer 4F•bamw` ww�%n w,Docu A w, ALL a L °n ro. Itg nP,F O EPO a W RL1aYE NE UNSUITASNE SFPAMm)!9E LE S THAN J FEET I rtEY GRAVEL BASE o" o� 'o cg sEE Tlnq SOG FOfl A YN.OF A o n o o O gTYEF11 A WATER YAN AD MY I Yy' Nsr Tw tacF M MC8 0� OMFA UORY. dd= 0. sYRYAE sWa TY SC Fm TA Casa J[eoor' OF OU 0 8.�. B-MIN. {. PoLYEIHTETIE ENCASEN NT FOR I WATER.UNE TO BE POLYETHYLENE 4 A 4N'�o 9t P AW-m`T t awes T �ITA> s,ms a+w.ec Foxo:ro`,wo wA+aTA N-,sooe pJ-isaoe' (8 E8 TRVNw WDTIt w 4 :-GRAVEL DU_GLw PPE S AU_MEET a we 'sou ac or_se two u=� ENCASED IF BELOW SEWER/DRAIN LINE wAa s,Cvs awAa of vVOim H.,ytG P'-asaw sbp.r 1ERNCE4.wmoVr BASE ANSI/AWWA OLIO/Aal.S(AYFAIGN SEWER UNE vxac4sO 9 -ww NP .)AYw R.vw x RaA EY$neF ABD A YINMUM OF 12•VERTICAL Ka Mc Fa^R_ pu ONETEA ff PPE D W NATaNI1 ETADARD fM SPARAT ON OUST BE PROMOED , ATXPNO Y TK f1aW�. . RMP •SECTION A-A te• z B' 2• w T'E'HRe-of FENCIPE SEME'I'R LJ TOWN OF BARNSTPBLE LL TOWN--TABLE. r FAGHING PIT DETAIL a RFPER D HYANN9 WA W S S d p VWATEfl 9UPRV gV6H N DPV WA ER SUPP V qV SIGN TRENCH DRAIN WITH SUMP TYPICAL DRAINAGE TRENCH SF(:T)pN L YASIFR�EGRCAnGNs sEcnGN WA SEWER GROSSINrz�ENGASEMENT DETAIL HHyygqNNIS5 wppTeqq sysTT HYANNI.-ATER BYSTEu NOT ro SCALE Nt>T ro SCALE -- (NOT TO SCALE) M.97.%E DON PU'E NID (NOT TO SCNE) NON:MASS OOT flOADWAV RENCH I SERVI ECANNECTION - Designed by: .SCALE. o RcFvp - - - L28 of L1Hantic ® DESIGN ENGINEERS, INC. Drawn by r PREPARED FOR: CAPE COLD RCADILLAC 10 Checked by LAHAM .MANAGEMENT AND LEASING, INC. Surveyehk. by: AS NOTED 500 YARMOUTH ROAD HYANNIS, MASSACHUSETTS UMBER P.O. Box 1051, Sandwich, MA 02563 (508) 888 — 9282 Approved by: DATE JFEDwAJ EN No.' BY DATE REVSION HYANNIS, MASSACHUSETTS:02601 7.01 SEPTEMBER 29, 2016 9eRALL i GTE POST♦•NOE00 - i Tala[ lie S/B•ROUND TOPRNL EXI'NSIONSIEEVE tr tr N aSRIl di EWAL BRACELURE UTCNTOPCFCNAIHLINKCOIdENTEPYINAL POSTT.JR BUCKLE PTRUSS ROD BUCX MNtl 11 lltrIO A WWUM0.BUN' � APPRO—EOUAL SAIX NITL - ��( ) BLA W nrn GIUI SASH ��( ) INNTTEROVALS siRER]1ER ANDDRRALS MRE OVATE BAR BANDS BAR FASTE7IERS - W ♦ STRETCHER. . BAR ELAO,VINYL PfECIL'I!D FENCING nRC nAAA11) lle�gt L —lµW9NT SLOPE �� TD190N (TYPE TOP OF MRE FOOTING _ SLOPE lOP TO MAN TD MAN SILT$AQK SEDIMENT TRAP DETAIL (Nor To SCALE) - IvIm L - g -• -' BITI90RW6 CVl1uElE . o W DITH LATCH DOUBLE GTE Hh b WITH ROD. IF oNLr I cc SINGLE GATE IS REWINED, T a•'LOAY a-N/EE WIRE FAS1FFIutS AT 10• REFUGE UTCH RW WnH 111dSS 3• I u INTERVALS. TOP WO BOTTOM STANDARD OA1E POST 1• u g-D•. . B• F-TEN.TO �EpUAI AND1-6 �G 0 MRApOOscoNREE 3' Y CHAIN LINK FENCE - GATE 2•M� CHAIN INK FENCE �..asro:o-00 e 9AA eAg �� 2 ° CHAIN LINK FENCE DETAIL NOTED SG1E PROPOSED CAPE COD CADI AC EO�.D^. PROPOSED CAPE C GTDE)AC PAVED SWALE - DF.IEERSFP WELDINGDENFRSNP BUILDING �; NOT TO COPE GROSS fRDOR NiEM22,J7a SF. GROSS FLOOR AREA-22.3RI S.F. FFN66 - FF.-]65 =y J .�,..r j a. 1. _ oe• zt DOYLs a Lem•o/e nt- NOBZ - 11,DATED b ... . II - � ,tlny auaexv eotW101 f� _ s ( � W oNQ�r ''Aveo ro .. T - gym•u101uY YIN m�t'R. m ° _A `A'y.y IEOEDn. O A. A m�Ka u�a�"n-ol o..c a TI T II (1VP)� II u � tD¢6 ROA➢WAY -("�1PNg1N]N �iI �S PIEDKTFD In PFM F 1NIIX 19R8 •• •• L11°) cAs sRW¢ "CPe_rE.°A _ _ P NOT. IAIC lm. 11 AeF �•-••`. Av¢ an oeron9 Nam roo,m[�i.' 6 w ,®[v,m — 4L�],K atwN sa=[cuwf os>m�Y`/nvta[ . YBLLW 9191E EAOET g"gy,,pE Iwas,wc,m qa I�w�_Y awi a..wrrm r y��I�.I-IDy�'-��ul.erm�IYP. t.em'TN. ' 4A GET" PAE4C'ItD u EOF flR' 19[1r'_ 6' _BOnOY w;i v�r, w, 1PMHI%IM I�FICBtl �tl},+- •� . - lUPN10,EIPIATE - o� °• (T1P) (TYP) �/ro 76E1t RE�DI�E R9.Rp NR nU]R1110- •� •,,,i•yy a„• 11Wvml °°° °°'e OsimOAB cowANr sT�A� _ •a,v,n[o wauOm. S R.-® b NOTE: NOTE uu KNGE n EN ST2 CRb RE2 era wwm e�K nm ww a eti TURNING TEMPLATE DEVELOPED FIRE TRUCK TURNING DETAIL TURNING TEMPLATE DEVELOPED CAR CARRIER TURNING DETAIL Na — FOR INFORMATION ONLY— '�" mv � °° „ USING TRANSOFT SOLUTIONS INC., SCALE: 1•=50' USING TRANSOFT SOLUTIONS INC., SCALE: 1°=50' CONTACT GAS COMPANY FOR SPECIFIC a 6 - SECTION A—A moo, AUTOTURN SOFTWARE VERSION 6.1. AUTOTURN SOFTWARE VERSION 6.1. DETAILS FOR THIS SITE: DETAIL-1 TNLLI mm TYPICAL GAS SERVICE SECTION R WHEELCHAIR RAMPN DETAIL . CASE—IN—P A ❑ NOT TO SCALE Nor m a..,a WARNING PANEL Norm rA SO'MIN. TRAFFIC SIGN Y RADNS W NesTW PER MUTCD t POST SPECIFICATIONS REFER TO PLAN file RAP APRONS CATCH BASIN VAN ACCE559E �I HERBACEOUS SCRUB O9STNO NLL WD1N l,• 2• WHERE SHOWN PLANTINGS TtITH BEEHIVE SHRUB HANDMAP PARNNO SIGN NCCAP ROADWAY OF 9TE ENTRANCE T - �(2a MNJ YT.. ni h GRATE a - SIGN 7 O(TIP �PARpNn 1. vANlm sa(TOP) I WHITE PAINTED ld 1 ROW �_FLOW Ore ° BACKGROUND UN BLUE _ _ �� T-tl' .. m B• _—� - --- T - rwm�ri b 4• BAIXCYdIND {-tIILOW O SR6PNO(GYP) 1 RACUR II u y� 2' - -"I F-t'� PAINTED'ONLY* PAVEMENT DEFAIL 4 M 2 IN SOIL PLAN VIEW AtRm Dloim 5cT1U f��jj_'\—NISHED MIX DEPTH FILTRATION SIMAXEnBrPAeDot GRADE 12•UYER OF 3•EDED SLOPES § m�AS nT'P.) CRUSHED STONE .-.' :_ AND BOTTOM ?�YAINTNN u9STNG D SIG!FDOTING -1S•0 _ _ ,_� CONCRETE NATIVE SUBGRADE FREE lei CRUSltED SOf BEAN SAND NOTE: w m1c(Tw.) WT1FR ROW a'STONE PER YHD 6 UNCOMPACTED APPROVED/ ...,.J SdL FILTER MIX I I B,-�I I SY�W W�r SPEORCATGIS - t - TO BE 3000 PS- STONE IN FILTER SEE GRADING RAINAGE L JJI 4L•_- JI B1E IxTO�E NGF 6 NOS OF R00T5,LARGE MS. FABRIC 20i COMPOSTED LEAVES PLANS FOR ORNN AND� 11o>t � e'-7 B'-W BAGKGR -(TOP) PAVEMENT SONS SHALL BE PLACED y OFF THE k D®RIs 3Ox TOPSOIL OVERFLOW LOCATIONS - - �Ao PAINTED HANDICAPPED..NO Yd »' BACK EDGE OF 90EW'ALK WHERE .r PNaN SYMBOL DETAIL RDA AY %FIRE TO DNA'" - POSSIBLE,OTHERWISE MINIMIZE AMOUNT TYPICAL RAINGARDEN GROSS-SECTION(TYP1 R6 NOT To SCALE HANDICAP PARKING LAYOUT sd Y OF 90EWAU('AlMENT - NOT TO SCALE HANDICAP PO mINHNNW GN DETAIL (xOr m scAtc) PAINTED*ARROW DETAILS PA&Mm•STOP•DETAIL ,TRAFFIC SIGN DETAIL - 0-TO-.0 Op,TO s-WE) HOT TO SCALE tl' COLD PLANE SEGIl4t1 YIRAFl laO N FlL u t t/Y iIXRAH BINDER COURSE NOEL SEE ARCHnEC N1 DRAWINGS iABPoC EMDERNGIH - 1-1/2• FOR O MMO.AXNT LDCAnONS IOPOMD 6'I;M - TTPE.I-1 ' GRASSED 12• ( ) E.W STANDAED -- _ - TOP COURSE WAF eae-WL9aWLe CQ91R PER 01WER ( ) SHOULDER S70NE TRACKING PAD/CONSTRUCTION ENTRANCE - PROPOSED 1 i/2 BIT GONG NOT lO SCALE W COI �ID� COAT AT TAM ( ) BINYINOUSTYPE •BFRM / I TOP COURSE TYPE I-I (TYPE I-1) OWN�jCNrsWo 20'Nac1A a COLOR PR 2 1/Y BIT CONC. uEETS ,ANTS(TIP) PROPOSED 2 1/2•BIT CONG 1 4• SO RED CON—JDINTS O S'O.C. ✓ 'a-W 1 1 2'BIT GONG BINDER COURSE a nGL - 12• 4 - 1/1'/TT (BROOM FINISH OWtFR / PO BINDER:COURSE(TYPE I-1) •LOAy (BR )SEE NOTE . 1 M.CONC.PAVING - I TOP COURSE (TYPE 1-1) DL BIT. - 1 (TYPE I-1) PAVEMENT T 9•l%TAV11 -. PR01RE PVC Sul,3 �rsAT/m�ORI IUG�elL uwt rules I /MST SUBS 9• � y/}S1'L7 {FNLE/GAIE P06R MRYL 5AT5-SEE PAII - / TPE B = (SUBS 03TWE B Yl"CCU Ao>oo w.WeG _ B• } COMPACTED mlE0E6 STAB CaICIETE F J_ BG ACTED 9•GRAVEL SUBBASE - SUB-BASE —'�' B'COMPACTED CRAVEI.eASE SI9EAIY 'OR FILL = M 1.0.T TYPE B Y I.W RIPE B POE15 PER PAVEMENT CROSS SECTION ,MT°a0O0NG a PAVEMENT SAWCUT AND MATCH DETAIL - "CAPE COD BERM DETAIL 1,EpD la PSL Exrlc SLAB"' - .l YANOFAc7vRE BOLARD DETAIL TRANSITION CURB DETUL NOT TO W,� - 1'yplGel rONGRETE SIDEWALK SECTION PAIOO T (W> _`//LtLeMT IRDOY nN191� :. .F, ; (NOT TO SCALE) NOT TO SCALE (NOT TO SCALE) ( ) - (NOT TO SCALE) (Nor 10 SCAIE) ' I •fr �I NOTE PROPOSED BOLLARDS 2.olArtn fl-6• D•Hew PgFLST Y REVEAL NOSY• SEE ARCHITECTURAL DRAWINGS C e a WA.a DO W.{Y� T - GK tl�1FN4"SS6�D�ElEAN-.mBASE RVID,TOO 131 � - NtWND TtA,SU6EA -Y�— I �[CIllE BASE Q7Ufl5E L PUN OTFJS I I� ♦•LOAM FOR CCYfIROL,PINT LOCAnORi 4-CCNC�SIDEWALK WITH 0/a'OyyFER a PEBM O lY &r IPPUIX.I (SEE I�.Ys) M1� LOP COURSE 1''�` A S® WWF 6z6-W29zW2 EXPOSED JOINTS OANO ALL APneN AT�IImI"-pWFAPM calciRTE PAD 1 IX PfEGSi CWNro E ° C��E \ SOOTHED CONTROL JON15 O 5'O.G 212 BAT1FIi DL QAB(TR)_ 1/a•�T (BROOM FINISH)SEE NOTE ORRnITE T Fe e o GRANITE r I a 9' COIPAGIFD Muv¢ eeCTION A—A �- ---- I StJ r� .. 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PR A T ON-BETE RB D TAI - RTI-A -RANI - RB MONOLITHIC CONCRETE CURB AT SIDEWALK DETAIL pUMPSTER PAD W�FENCE VINYL STOCKADE FENCE D TAI CONCRETE TRANSFORMER PAD WITH OIL CI RB DETAIL (_TGEGAq(NOT ro SCALE) par ro SCNA (Nor TD SCALE) (Nor TO SCALE) (Nor TO SCALE) FILE:2827.01-DET Designed by: - Rlc"ARo Sheet of ® Drawn by: SCALE ° i .. H PREPARED FOR: DETAIL PLANPLAN A 10 10 LAHAM MANAGEMENT AND LEASING INC. Checked F Atlantml by: .,C DESIGN ENGINEERS, INC. � - CAPE COD Survey Gnk. by:_ AS NOTED 500 YARMOUTH ROAD- _ CADILLAC - ,Noe NUMBER P.O. Box 1051, Sandwich, MA 02563 (508) 888 — 9282 HYANNIS, MASSACHUSETTS AppTOYed by: , DATE e,°"ALE Nb. By DATE REVISION HYANNIS, MASSACHUSETTS 02601 2827.01 SEPTEMBER 29, 2016 U TI L 17,`( LFs i �� _.a„C.i :•a`. T�aT P1Te��, T1< � !'A'*'e I sr; i CLA'S� Inc) f'R�SSItQ� PsP+� t I , M r�i',-J r-( P L O PC <- E G ', i L D ! N G ZA'7- _ i "-1tI,\ i'I C zo u N ?� v IF-F-',ett: s HLAI/C/Ocit-2 644 75CFt,/l t GPr-:, _ �A,L4- EL 7 A Ci` 3 CJ -1F G . 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DESIGN ANALY" 1 11 I � I � I I I 1� ��� , _ � ,�,, F 1, , ,,� ,,�i' , _', 1 I � � .,� 11 I I I 11 1 91, 1 1 1 1 1 1� 1� � �i,., ' ' , I I � I I . I . � I � I � I I �, � �,,11 ,;,, " , " , I I i I I I .1 � I I � I 1 .1 1� 11 �..." ` -��, -�:,�,,,�,�;�"-��-,:�,'�, I , , , I _vl� DEPTH OF DOSE 262.5 GAL / 7.48 GAL/FT^3 / (I 01 x 5'W) : 0.75' = I , ,� I , :,,�, �"`�'_:!, , _,,,., ,�,�:. , I � , � . �"" ,�� . - ,:, , - -1 , ," " I � I . = I � I ' 'I , I I ', � , � �, : , -,��4,� ,'' .," , , 1. -1 � I I SYSTEM PROFILE I I ,',,,, . I �',� .1 - " I:, �� � , - "I I - � I I I I � I . _�,',` ,��,,,,;, �,� _ - v�,,��:.��, ,:� ,�,' �_,�_ ��,' , � I I I � 1 _�,:_', � , ��, ,�,,,,, "I"', `:.,�, �,--,��,��:.4,. � :� I I I I � I I � �1, '' I �,:, "..' ' , , , , �,:,�_� I � �, 1��"j'! 11 - AND .PIPING , . I I I "I I � I I I . � 1 , 1�� 1. I" � I I 11 I �, -1, .1 , w " , _�_��, _�11,��,7, ,,,��"' '�;�,�",���'',�",.,,',''������ , , '' , 111,�,,� I��SPE � I 0 � -, �,_ , ""' �,,,�, -,,�, -,:�',!��,,;' , , ��" " 11 CIFICATIONS FOR P.UMPS, PUMP- CHAMBER, . I 11 I I - � V:,'�:,-�'�,,f ,�', , , I 11 I I 1,� , , - ,I ,�7��,"', _,�, ,-, . 1. I I I I ":: I , ; , ,_,� � , , I I '' I I - I DESIGN FLOW:, . - � I I . I .1 � '' � , , I � ,4,:,;" . , , - " ' ' I ; '' - I ,,�,, �" ��,�,?,, " , "� " I I � I I 11 � 11 _ , , ,, "�, � I � , �,� I ,; ,' ,,� ,�_ 1�1� b I I" ", ,," �, � I I 'NOT TO SCALE I ''I � ''I I � � -1, 1 z 1� ��_,, I � �� " � - 1� I�, , ,_"I�! � - 11 � '7 I : , I . I ,,, -, � ,� ,� � '_,, m_'_ � ,�' ,��-:'j'o":,,,'-,,t�,� ,, � . ST LLER SH LL FURNISH, IN I I I I I 11 -, _��� ,,_,,J)�':11'IN i,i` 11 A I 1, I tTALL,' AND. ,TESTA I I I I I 11 _� 1. .1 - I ",� � ,�,' t � � I 11 11 I �?,� 11 11 I I I � I � , ��_ I I I ��' I L , I ��_If,,�'��, ,,,�� I I I � "'; I , .1 � � � _��, ,,�: , I , ," �����""����,,����:"�-,�,'t,'�,,,,, � � - I 11 I I : . I , . � ,;� : ,,,,, ��.e,� 'COMP1.1-TE,451JIMPING ,;:)YSTEM CONSISTING OF TWO SUBMERSIBLE I � I ! I I 14,,BAYS x 150 GPD/BAY=2100 0PD .11', �, I 1. .1 � . I I I ".1, ;-J;�t�,��:,_ ,;, ��,��:�-. i I _, � I I . �� , ,,, �,� "I 'll �� - - , �, I., , - � I � I": " �'�,,�, ""11%, I I - - _____ I - _ I , � I ' ' " , I . 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",� t, , ,:�� � "",�,��-�'-,-'v, ,�,P" I ,3,-OF� 'LEACHING ,TRENCHES, VALVED SO THAT EITHER PUMP I � I I I I -, � - I � 11, 1 �,�", ,,,,, I , __ , � 'A I R"" SEPTIC TANK REQUIREMENTS: , ,, I �I,,,'� -��-, �":�,, ,�., �-�' ',I�,�4,�.�,t�ll1, . "',_ , �I I I I�, I I�,, 1,� , 1. � 11 .,, , , � � ,,,,�v ,'�e,,1� z :, "'I"., , ,�,,,,, �,,, . I I I I I I � � I - ,I I �� I I I � : I I '.�,,,� 1,,� ,�', ,,,I ��, C, I I I III.�' �-,- I 1 I I I I I � I. �I _ 1 ,,,_e�,-�,:�',�,_ �,`,��: I - , , I I - :11 I-, , ,, I � "'I I ,�, I� I I I ` I : I I .I f,� ,�.,, .:" � �" � ,,;-,- I � E I . I : I -10 i I I I I I �, 11 � � , I I 11 I I I I - � I I I ,,__� I ��,,, 11 11 ., � � � ���,, j �,," ),, ," 11_;I :,,,� ,", ,�,, ","',,;� , , - ER� PA R ,OF TR NCHES .(SEE I I I 1-2007.X21 00=4,�_)00��.(,'AL - I - � - I 11 I , , � , � I 1 � - , ' , - I - ' I `::'!�;',',��;`�,t,,,- I'll , ��:M i I � . I i I - " "Ill' -- , AY:�19E,,,�D!$CHARGED J0 EITHE I I I � I ,�,,,, , " I I I . .1 . 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Ok, �SILL _;2 _ , " " � - �L�--__ � __ - - 1____1_L.�11_ �__,�_L�11 ,__,_____.1____ ��L�'f�____2 - - ___ i, - . �_ ELEV. SURFACE - SOIL 1 SOIL i SOIL 1 OTHER DEPTH HORIZON TEXTURE COLOR MOTTLING BIT. { 98.72 0"-2°' CONC. NONE ^ � 97. � 2%-12p FILL I - NONE. - LOAMY MASSIVE, VERY 96 8 1,_ Of Sw CRSE, SAND 1aYF4/4 NONE, FRIABLE A6LE GRAVELLY SINGLE GRAIN 88..3 24 -126'f C GRSE. SAND 10YR 6,, 6 NONE LOOSE 94.25 _ 3 TO 1 1 . 2 LOCUS „ ff D i M t� - + WASHED STONE I 2 MIN „ 2 • ��� 95.3 �. , AND ALARM ON z » 4 ! D 4 � >• 94.0 ._._1 I 3 X 95, 90 � D> - I 1a 39 28 PUMP �� '' � DIA �.�.�, SCHED 40 2,00 ,� 77 BOTTOM LEVEL. ,�.00 TO BE FORCE MAINS - , 4 70' x 6 x 2 TRENCHES ROUTE 2 i VERIFIEDA , , BOTTOM OF TEST HOLE 88.3 'TIME 0 ! 4417 GAL 2208 GAL 1/4" DIA WEEP HOLE CONSTRUCTION I 3 L_ �__. .__ _ 2500 GALLON PUMP .CHAMBER 2 PLCS 6.00 , a zr. __ 6 �____ o S T. _ 55 - 2�00 H 20 c ° °-� �- 6 GRAVEL ON NATIVE .,OIL OR c CAMP .�T 9�.65 SEE DETAIL DING 3 < YARMGUTH RD. MECHANICALLY COtv1PACTED BA:,E 10i1 SUMP, 6 STONE ON NATIVE SOIL 312 GAL. OR MECHANICALLY COMPACTED BASE LOW PROFILE, TWO COMPARTMENT, 7000 GALLON SEPTIC TANK iilI pn ��J. IVI ' AP i7i0TTCJM ELEV 88.3 ST-7000-H-20 ' GROUND WATER, NOT ENCOUNTERED PERC RATE, _<2 MIN/IN 17 X 10 X 8 -11 SCALE NOT TO 10.22 x9 x6.42 x7.48GAL C.F=4417GAL r / DOSING CALCULATION 5.1 1x x6.4 7.4 A F= A DOSES PER DAY 4 9 2 x 8G L/C 2208G L EACH SASE 8 TOTAL _ VOLUME PER DOSE 20 (SAL DRAW O + 2100GPD j (8 DES/DAY) 2842.5 GAL/DOSE , DESIGN ANALYSIS I i DEPTH OF DOSE 262.5 GAL / 7.48 GAL/FT' 3 / (10'L x 5'W)= 0.75' = 51" - - { t SYSTEM PROFI�.E SPECIFICATIONS FOR PUMPS, P�.1MF' CHAMBER, AND PIPING S 1). INSTALLER SHALL FURNISH, INSTALL, AND TESTA NOT TO SCALE DESIGN FLOW. .�, COMPLETE PUMPING SYSTEM CONSISTING OF TWO SUBMERSIBLE -0 14 BAYS x 150 GPD /BAY= 2100 GPD SEWAGE PIPS AND MOTORS DISCHARGING TO SEPARATE _'-..__... FAIRS OF LEACHING TRENCHES, VALVED SO THAT EITHER PUMP n _ r E� � P � EITHER SEPTIC C TANK REC�JIREM�NTS. MAY BE .D,SCa fARGED TO EITHER PAIR OF TRENCHES (SEA �? 1 - 20a1x210004200 _GAL DETAIL), DISCHARGE � PIPING, VALVES, FLOAT SWITCH LEVEL CONTROLS,,ALARM LEVEL CONTROL, CONTROL PANEL, AND c' , 1 _ 100%x2100=2100 GAL. PROVIDED: PRECAST PUMP CHAMBER. ALL EQUIPMENT TO BE INSTALLED Z � � � _ _ Project Title GAL 2 COMPARTMEJTS4417r2208 GAL ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND p _ t RECOMMENDATIONS, AND IN ACCORDANCE WITH 310CMR15 AND w _ rn _,a LOCAL REGULATIONS FOR THE SUBSURFACE DISPOSAL Or � � 51� i _, LEACHING EACI1L..I Y INF ILTRATON RATES: " I R -a '� 62,2 SANITARY ARY: SEWAGE, AND STATE AND LOCAL ,EGUL:A TL,NS FOR�.- c' S':DEWALL: SF--DAY74 COAL �' p Z 0._✓( ). ELECTRICAL WIRING, P r � p_ r 2 PUMPS .SHALL B� t�At_YERS SRM � NO SUB`�TITIJTION WITHOUT -o --'` 130TTOM. J.7�I -- (�...• S C _ CALF DAY . Tr APPROVAL OF DESIGN ENGINEER ` INSTALLED ON SEPERATE c� y CRCUIT FF'0M ALARM. Z ,6U0 r F cA 3 FLOAT SWITCHES, CONTROLS, AIv�J ALARM BY SAME ® r MANUFACTURER, INSTALLATION N RAILS AT OPTION : F 1VSTA L �a .. -' 26 12 w...-•-'-''�r EXrstrn � /�i%%/%i%%i I LEACHINGFACILITY PROVIDEDrm ou th _ 4 ALARM WITH AUDIBLE AND VISUAL INDICATORS SHALL BE � O S15 t 9� Catch Basin I , -_TRENCHES 54 �1NSTAL.wD IN BUILDING, ON �FP RATE CIRCUIT FROM PUMP. 4 PRESSURE DOSED (310CMR15.z ; i I I 1 _ ELECTRICAL WIRING PERMIT WILL BE REQUIRED. rt / , 1D:00 MIN I a 6 Wx Hx � I 2 70 L o a ,r 4 70 x6 + � 70 +� x2.x 74 - Y ( ( ),0. 2143GPD - a -� r _ � 96x19 2 14 __ _ 96 l I _____ A t 5 " , 1 I, X, y- ' JxB , I J co \ I x r \ r I 1 \ MA, \ -T- E ZONING IE M `v , � t�OI� \ \ E str I 9 t X, � `< I A C� , _ Catch Basrrr e r1 1 I c 1, UNLESS OTHERWISE I v ICONSTRUCTION -� ,, E w SE i OTEIi, AL_ , ZONING DISTRICT �� 0 96 66 _ � �-- � i �0 � I� � Rrm- r I � _. O 96. J I r � , METHODS AND MATERIALS HA , SHALL ccN, 1..FCM 10 r 1 R c c� TITLE V 0, THE �1 "�ENVIRONMENTAL _. ® r T� CCD AN 96 7 � ��. D r _ tla rz I t �. � c � TOWN OF BARNSTAREGULATIONS. BLE RULES AND. FRONTAGE r r MIN. L..CtT I"RQNTA,�E 20 t �, r 2. GROUT TO BE USED AT ALA. POINTS WHERE ,,. MIN, FRONT I SETBA�Gs� 20 \ _ �._ � / , 0 S W} E �� PIPES Prepared G z,�l ENTER OR LEAVE ALL CONCRETE STRUCTURES IN MIN. BLD1� h EIGN I ..3V car ! / ORDER O PROVIDE ,-r � T A WATERTIGHT SEAL. `� I F f; ,ff (OR 2 STORIES ,. LESS) I SEPTIC , E - 3 ALL SHIPLAP JOINTS IN �EPT1,, TANK SHALL Bc i / SEALED WITH NEOPRENE GASKETS x E S OR : ASPHALT Ed Lesl Ile ' x97. 3 CEMENT TO PROVIDE A WATERTIGHT SEAL. 97 x5 4. PRECAST CONCRETE SEPTIC TANKDISTRIBUTION © , ExiStrng _ , n _ 1 1� BOX AND LEACHING FACILITY TO WITHSTAND. H 1C} rn N Masonry S i I x Building LOADING UNLESS UNDER PAVEMENT, DRIVES OR 3261 Mom Street v r7 O 1 _. - \ I Fin. Floor EJev.-99.60 TRAVELLED WAYS WHEREIN N-2Q LOADING .,.:-,.-: Hamst�rble MA ¢ , � r D G SHALL ,r,-. -. _ a 973 31 �- �12630 u, SAS 1 (2 I r t APPLY, _ LIMITS Or 5 REMOVAL OF ,-- . TR NCHES r / _ x UNSUITABLE MATERIAL WHERE ate _gate !i 5. ALL PVC WIPES {N THE SYSTEM SHALL BE _.,..•.,..•.• :.. .�-: ..,<., ,,, .•... _,.•. r SOLVENT bJELDtI� SCHED 40 PVC. NOTES, r ENCOUNTERED ELLOW ELEV. 95,3 r tf c> 6. WASHED r ,.: � _ ` -. F AIN TIP SF•'_D CRUSHED STOi�JI" SHALL FREE F ALL ,...._ ,..........,�, _ ,. ... ,. �- r i � �. 3 SAS 2 (2 3 OR�1 M J 0 ....,. .': ,,: •.:: , .-,., .,.• •... t,. •,...1 •... 1. PROPERTY LINES SHOWN HERON WERE COMPILED FROM � � � � � 3 � •� cb -o � J r DIRT DUST AND FINES. ... .. . ... .... ..... . ... . •.t .r -._1E � T TRENCHES) m e --_.. , PLAN BOOK �,1 PAGE 9 AND DO NOT REPRESENT AN o o I 10 MIN M. Ic _ 98x68 `'- �-- _,I. Wilson A„orla+s Inc. weer hAH ACTUAL SURVEY ON Trot GROUND. ca 1 _ t I 7. AT ALL POINTS OF INTERSECTION ` �F WATER LINES Jy ,€• cu rest PIP 98x. �� !'rm-97 t AND SEWER LINES, LOTH PIPES SHALL BE CON- / . I . y ,� E'rev. - 9B. B''� S DATUM. ; � _ _ _ _ _ i T _ 508 375 0327 ` FAX 375 0329 �., ELEVATIONS ARE 6A�,fwD ON AN ASSUMED DA . U � t S RUC.TED OF CLASS 1.�Q PRESSURE PIPE AND ARE TO �..,.__ > >" / er MH 1 r S T- �WATERTIGHTNESS. 1 %t tlectr�c Po�.e/ BE P�ESSURt TESTED TO ASSURE " /^. a F ` t . LOCATIONS OF UTILITIES SHOWN HEREON ARE t_____-___.__ � � / x - r �_ Rr 97B3/ Drawing Title CLEANOU I sewer MH a APPROXIMATE ONLY AND ARE TO BE VERIFIED IN THE _ --� Q 8. SEPTIC TANK, DISTRIBUTION BOX, ETC. SNAIL BE ,•. - x,� � Rrm- 97.91 � ,.,., I � - FIELD, Light Pole \ �- ! e MANUFACTURE Y I � \ /Y�\\ G' Air Conditioner UnrPs B RO ONDO OR AN EQUIVALENT i / \ Benchmork MANUFACTURED. 4. A55ESSORS MAP 345 PARCEL 21 2 cr 199- t Q Existingl j , r ' x99.4 ,. � , ! , Catch Basin I , r 'I i �- C � ✓ _ � , 9. EXCAVATE ALL UNSUITABLE MATERIAL. IN LEACHING 5, LOCUS FALLS V�� , HIN FLOOD ZONE. C ` � , _ � I Rim 97. AREA AND BACKFILL WITH CLEAN MEDIUM \ \ ® t SAND. 4x97 10. H AVY SubburfGce 99x49 � :� \ 1.� 4E EQU PMENT SHALL NOT BE ALLOWED TO 99x77 rr t OPERATE OVER THE LIMITS OF THE SEWAGE DIS- \� \( \ 1 MIN POSAL SYSTEMS DURING THE COURSE F - APPROX LOCATION OF WATER SERVICE. \ t SE 0 CON \ e� F T � I INVERT ELEVATIONS 3 Ca i S RUCT ON OF THE SYSTEMS: ACT L ATION TO BE DETERMINED BY CONTRACTOR. SewGge _ \ i r/ � N 7 (RE OUTE A5 NECESSARY, OBSERVING NOTE ). 11. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL Disposal • :INV>"RT AT BUILDING 97.1�J STEM SHALL BE MADE WITHOUT PRIOR WRITTEN \ �98 /APPROVAL OF THE ENGINEER AND THE L CA ` 95.9 rvo--._,� BOARD O, HEALTH. 4 INVERT AT 7000 CAL. TANK (IN) 99x79 E \ 99x49 / SYSTEM ,. c- t , 12.THIS S,.�TEM SHALL BE INSPECTED AS REQUIRED BY 4 INVERT AT 7000 GAL. TANK (our) 95.65 t � � APPROVED B I BOARD OF HEALTH � - v t- TITLE V. \ t 3_ \ 13.A CERTIFICATE F 4" INVERT AT PUMP CHAMBER IN 94.25 \I E U COMPLIANCE AS REQUIRED BY ( � t \ a DATE: AGENT: TITLE V AND AN AS --BUILT PLAN � ® 99x?_5 94.0 9x5 \ t ____ OF THE SYSTEM MUST BE OBTAINED Y 4 INVERT AT PUMP CHAMBER OUT � _ �; D B THE (OUT) t CONTRACTOR I OR UPON COMPLETION OF THE ABOVE WORK. INVERTS' AT LEACHING FACILITY: N.n .1 " 29 L9 0 E � - 14.THIS SYSTEM IS DESIGNED FOR SANITARY ., EG. Li ht Pole Licht Pale R .SEWAGE INVERT AT q - ONLY, AN -. Lrght Pole L D NOT 0�f4-TER WASTE GENERATED BY AUTO LEACHING FACILITY 95.3 � .�,�„-,. � ; MOTIVE REPAIR AN � H0. a� _ � �J SERViC_S. 4 INVERT AT E END Y u,�• . �,. , r '.ALL UNDERGROUND I U FIB Tic.S SHOWN WERE. CCiM r;, , , LEACHING FACILITY Sufi t ,t t , .r6 PLED ACCORDING TO AVAILABLE RECORD • 6 L CO D PLANS t� ,, , v AN D D ARE P Date , E APPROXIMATE ONLY. SEE CHAPTER June, ER 37Q utt . 30 2+�b{� 4 W Drawing D Wide Public W Dra n o. _Yormoufha N ; _ T T BOTTOM d ,.. ELEVATION A BOTT � � , . ACTS OF 1963" MASSAGHUSETTS GENERAL " LAWS. � , , a yC1 93.3 r c 1RESPONSIBILITY , .. _ l 4v , E ASSUME N P F LEACHING FACILITY C� RES ONSIBILITY FOR DAMAGES . ..� LE o � Scc,le. 1 2a .�-. a a ES M E wx A PNcu�Rt_ A A r, .M,W. q S RESULT OF UTILITIES I Check C ti T L T ES ' OMMITTED OR C , INACCURATELY , - CCURATE Y L SHOWN. TH E AP ... _ .. E APPROPRI ATE- PUBLIC ___ R ELEVATION N 88.3 OBSERVED GROUND WATER _I.E 0 'Drawn J. J.B. 4 FEET _., 0 - 0 0 0 10 2 ,3C1 5 ,, , ENGINEERING .: EER IBC P DE ARTMENT �aHAL�. " �O i` ,. BE N ACTED AS b I Ja a. 1 1 WELL A5 bIG AF P a 2 0 S N E IN U BR1. I H 88 Ar, E $ t7 G S E BEFORE ANYCONSTRUCTION ; ° _ IS TO BEG N. i _ .,L�. �_ Rev:7' 14 00 ,.IY +�i: ;3 .� B, , . i140GE-8A5E I TOP OF FOUNDATION ELEV.= 52.2' `-49.70' (TO BE VERIFIED BY CONTRACTOR) / PROVIDE PRECAST CONCRETE EXTENSION ►G RISER WITH CAST IRON FRAME AND COVER TO 12" DIA. BY 26" HIGH ZABEL I'll TER FINISHED GRADE OVER INLET AND OUTLET & CASE MODEL # A100-HIP (GAS BAFFLE ON BOTTOM) FINISH GRADE OVER SYSTEM= 51.4' - 51.1' ZABEL T-HANDLE TO COVER (TYP.) WITHIN 12" OF FINISH GRADE 3" 2" DROP MIN. b 3" DROP MAX. ml 3„ 9,: 19" w . 48.29' 2/3 VOLUME s 19.7' 6" CRUSHED STONE OVER MECHANICALLY c� COMPACTED BASE PROPOSED 3000 GALLON CONCRETE SEPTIC TANK SEPTIC TAN PROFILE (H-� �� � H-20, 2'-COMPARTMENT (2000-GAL, 1000-GAL) NOT TO SCALE LENGTH 17'0" WIDTH To" HEIGHT 616" ±821600 SF 5" DIA. OUTLET(S) 4" PVC IN FROM SEPTIC TANK PROVIDE PRECAST CONCRETE EXTENSION RISER WITH CAST IRON FRAME AND COVER TO FINISHED GRADE \ FINISH GRADE OVER D-BOX= 49.7' 36"MAX. PROVIDE WATERTIGHT JOINTS (TYP.) 4" PVC OUT TO J LEACHING FACILITY (� '� 12 47.54 MIN. 47.37' 0 0 6" CRUSHED STONE OVER MECHANICALLY cJ COMPACTED BASE OUTLET DISTRIBUTION BOX TO BE INSTALLED ON A LEVEL STABLE BASE. FIRST TWO FEET OF OUTLET PIPES TO BE LAID LEVEL. CROSS SECTION VIEW DISTRIBUTION DETAIL (H-20) NOT TO SCALE PROVIDE PRECAST CONCRETE EXTENSION VENT TO BE 4" SCHEDULE 40 PVC RISER WITH CAST IRON FRAME AND COVER TO INSTALLED OUTSIDE MIN SLOPE 1 % FINISHED GRADE AS SHOWN ON PLAN OF PAVED AREA SLOPE @ 2% MIN. OVER SYSTEM 1-FT MIN ABOVE � FINISHED GRADE FINISH GRADE OVER CHAMBERS = 49.$'- 49.1 TOP OF SAS = 47.61' 9" MIN. 46.78' 36" MAX. BREAKOUT EL = 47.28' 0 0 = O = 0 T00000�00000 0 2 000 0 0 41 4' 8.5' 1 67.5' GROUND WATER ELEV= < 37.4' 2" OF 1 /8" TO 1 /2" DOUBLE WASHED STONE ! GENERAL NOTES 3/4" TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE -A- -- -- -" - "" _ - ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. O 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS 00 o o THAN ELEVATION = 47.28' FOR A DISTANCE OF 15AROUND THE PERIMETER OF THE SAS. 0 0 0 0 lo UNLESS A 40 BRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF HE LINER IISONOTILLESS THAN THE BREAKOUT ELEVATION 00 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. o 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED 4' 4 9, 4, PRIOR TO BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND ri (TYP) READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED 12.9' WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. 7 500 GAL. CHAMBERS (H-20) 5' MIN. ---/ TYPICAL CHAMBER PROFILE CHA I ER DETAILS (H-20) NOT TO SCALE i S77o37' _ N/F SULLIVAN, KEVIN M & AYER-SULLIVAN, MARJORIE MAP 345 PARCEL 22 S77o0 /73 L� Op p �APPROXIMATE LOCATION OF WATER LINE (CC!ffHACTOR TO CONFIRM) _ XISTING SEPTIC COMPONENTS TO BE PUMPED AND FILLED WITH CAST IRON ACCESS CLEAN SAND COVERS TO GRADE LEACHING 4. `�CATCHBASIN7 , TANK ONED !� I IAN � ANEL :�/ PROPOSED 3000-GAL, TWO COMPARTMENT SEPTIC TANK N/F WILBUR, WINTHROP V MAP 345 PARCEL 29 - EXISNG3 WATER LINE. TO BE SLFUED 10--FT BOTH SIDES OF rE,WEI, CROSSING SITE PLAN SCALE: 1" = 20' I / F 0 0. N SYSTEM VENT 0 �O Q LOCUS PLAN SCALE: 1" = 1000' WATER METER READING (100 CF): 2844 (AUGUST 2000) WATER METER READING (100 CF): 2978 (JUNE 2001) WATER METER READING (100 CF): 3213 (MAY 2002) USAGE (100 CF): 369 (AUG 2000 - MAY 2002) PERIOD (DAYS): 638 (AUG 2000 - MAY 2002) AVERAGE USAGE (100 CFD): 0.578 AVERAGE USAGE (GPD): 433 TOTAL DESIGN FLOW 866 GAUDAY INSTALL 1- 3000 GAL. TWO -COMPARTMENT SEPTIC TANK 48-HR DETENTION VOLUME (GAL): 1730 24-HR DETENTION VOLUME (GAL): 866 USE NEW 3000 GALLON SEPTIC TANK WITH: ONE 2000 GALLON COMPARTMENT; AND ONE 1000 GALLON COMPARTMENT. INSTALL 7- 500 GAL. CHAMBERS SIDEWALL CAPACITY (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (.74 GPD/S.F.) = GAL/DAY ( 67.5' + 12.9') (2) (2') (.74 GPD/ S.F.) = 238.0 GAL/DAY BOTTOM CAPACITY (LENGTH x WIDTH) (.74 GPD/S.F.) = GAL/DAY (67.5'x12.9') (.74 GPD/S.F.) = 644.4 GAL/DAY TOTALS: TOTAL NUMBER OF CHAMBERS 7 TOTAL LEACHING AREA 1192.4 SQ.FT. TOTAL LEACHING CAPACITY 882.4 GALJDAY 8. ELEVATIONS BASED ON ASSUMED DATUM OF 50.0' MSL OBTAINED FROM FRAME OF CATCHBASIN AS SHOWN ON PLAN. %::I- AMBER END VIEW 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE -�- TEST PIT DATA AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORTANY DISCREPANCIES TO THE DESIGN ENGINEER. INSPECTOR: DONNA MIORANDI 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE SOIL EVALUATOR: A.M. WILSON ASSOC.; STRUCTURES SHALL BE MADE WATERTIGHT. (BERNARD J. YOUNG)' 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR DATE: February 22, 2000 ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN Ili SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. TEST PIT #: 1 ELEV TOP = 51.4' 12. ALL SEPTIC SYSTEM COMPONENTS SHALL BE DESIGNED AND INSTALLED TO WITHSTAND H-20 LOADING. ELEV WATER = >14' BGS PERC RATE _ < 2 MIN/IN 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. DEPTH OF PERC = N/A 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND TEXTURAL CLASS: 1 UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES - - ---- OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). 0" 2" 12" B 24" C BIT. CONC. FILL LOAMY CRSE. SAND 10YR 4/4 MASSIVE, V.FRIABLE GRAVELLY CRSE. SAND 10YR 6/6 SINGLE GRAIN, LOOSE NO GROUNDWATER ENCOUNTERED 51.4' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES 51.2' FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. !. 16. PROPOSED PROJECT IS LOCATED WITHIN: 50.4' ASSESSORS MAP 345 PARCEL 21 LOT 2 17. OWNER OF RECORD: DODGE REALTY TRUST ADDRESS: 600 YARMOUTH ROAD 49.4' 126" 40.9' *INDICATED BY LOCAL MONITORING WELL DATA HYANNIS, MA 02601 18. PLAN REFERENCE: BOOK 511 PAGE 99 19. ALL DISTURBED AREAS SHALL BE RESTORED WITH BITUMINOUS CONCRETE OR LOAM i AND SEED AS APPROPRIATE. 20, PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 50 EXISTING SPOT GRADES 50---------------- EXISTING CONTOUR 50 I PROPOSED SPOT GRADES PROPOSED CONTOUR --~ G G -.. EXISTING GAS LINE - W W EXISTING WATER LINE Q Q EXISTING SEPTIC TANK EXISTING LEACHING PIT TEST PIT LOCATION PROPOSED SEPTIC TANK 4" SOLID SCHEDULE 40 PVC PIPE ❑ DISTRIBUTION BOX 500 GAL. LEACHING CHAMBER REV. --_ _.._.._..__DATE LBYLAP.P_.......L..._____._..-____._...___._ DESCRIPTION PROPOSED SEPTIC SYSTEM UPGRADE PREPARED FOR: CENTRAL CAPE DODGE LOCATED AT 600 YARMOUTH ROAD HYANNIS, MA 02601 SCALE: 1 INCH = 20 FT. DATE: SEPTEMBER 6, 2002 SHOF 0 10 20 40 80 FEET JOHNL. m� o CHURCHILL ------ _.__..._. JR. a PREPARED BY: No 4 807 JC ENGINEERING, INC. 5 ROUNDHILL BLVD. EAST WAREHAM, MA 02538 50.8.273_.0377 Drawn By: SJ ~Designed By: SJ� Checked By: JLC JOB No. 246 N/F TOWN OF BARNSTABLE CIO BARNSTABLE MUNICIPAL AIRPORT MAP 345 LOT 3 PROPOSED FUTURE 6" PVC TO SEWER CONNECTION PROPOSED HOLDING TANKS (SEE DETAILS BY OTHERS) a PROPOSED 2 COMPARTMENT 2,000 GALLON, H2O SEPTIC TANK (WIGGINS PRECAST H20. OR APPROVED EQUAL) SEE DESIGN FORMULA FOR MINIMUM COMPARTMENT SIZES r4 ht h� 7 I O 17.6' - PROPOSED 6-OUTLET, H2O DISTRIBUTION BOX (WIGGINS_ PRECAST DB-6, H2O OR APPROVED EQUAL) PROPOSED SOIL ABSORP11ON SYSTEM. 36' LONG x 24' WIDE LEACHING BED I I PROPOSED INSPECTION PORT (TYP OF 3) BENCHMARK MAG NAIL IN SIDE LK ELEV.=37.94' (NAVD 88) N/F AUTO GUYS LLC MAP 345 LOT 2-1 N/F KEWN M & MAR✓OR/E A YER- SULL/VAN MAP J45 LOT 22 : rl I 4 k -t PROPOSED SUBSURFACE INFILTRATION SYSTEM \ A O O _.._rY- y", 4 o N/F/ i RLC P z m -����`� ��� � RLESENA MERLESENA REALTY CORP MAP 345, LOT -18 EX PROPOSED SMH-3 M NTED . RIM:36.27 6" SCH 40 PVC ELCTRIC INV IN:31.67 AT 1% TO BE SIFTER woo INV OUT:28.27 STUBBED AT PROPERTY LINE „r`v Jf 6 W --_'6F 36 F_ j ®n®Q® 11 Cm a® TEST PIT #1 - ELEVATION = 35.3' DEPTH BOTTOM SOIL SOIL REDOXIMORPHIC FROM OF LAYER SOIL TEXTURE COLOR FEATURES OTHER SURFACE ELEV. HORIZON (USDA) (MUNSELL) (MOTTLES) (INCHES) (FEET) 0-18 33.8 MIXED FILL 18-27 33.0 Bw LOAMY SAND 10 YR 4/4 NONE FRIABLE 27-138 23.8 C MEDIUM SAND 10 YR 5/4 NONE LOOSE -t 1 4s 3 TIE INTO FUTURE SEWER MAIN STUB AT PROPERTY LINE c SOIL EVALUATION BY: DAVID D. COUGHANOWR, CERTIFIED SOIL EVALUATOR #461 ECO-TECH RAPID RESPONSE WITNESSED BY: DONALD DESMARAIS, TOWN OF BARNSTABLE HEALTH AGENT DATE: NOVEMBER 3, 2016 PERCOLATION RATE: <2 MIN/INCH (PERFORMED IN C SOILS O 82", ELEV=28.5') DEPTH TO GROUNDWATER: NO GROUNDWATER ENCOUNTERED TEST PIT #4 - ELEVATION = 36.3' TEST PIT #2 - ELEVATION = 35.3' DEPTH BOTTOM SOIL SOIL REDOXIMORPHIC FROM OF LAYER SOIL TEXTURE COLOR FEATURES OTHER SURFACE ELEV. HORIZON (USDA) (MUNSELL) (MOTTLES) (INCHES) (FEET) 0-28 33.0 MIXED FILL 28-138 23.8 C MEDIUM SAND 10 YR 5/4 NONE LOOSE DEPTH BOTTOM SOIL SOIL REDOXIMORPHIC FROM OF LAYER SOIL TEXTURE COLOR FEATURES OTHER SURFACE ELEV. HORIZON (USDA) (MUNSELL) (MOTTLES) (INCHES) (FEET) 0-12 35.3 Ap LOAMY SAND 10 YR 3/2 NONE FRIABLE 12-32 33.6 Sw LOAMY SAND 10 YR 4/6 NONE FRIABLE 32-144 24.3 C MEDIUM SAND 10 YR 5/6 NONE LOOSE ® o° - O, T /a i / t C i , r' O r! o / T 0 'T H / .36x 37 8� z 87.. / w x a I N /F a N F 600 ARM O UTH w oc Hous AD LL:.,�,�� MAP 345C r. 45 LOT.. _. _.t W,` =` LOT 20 . = M / Ef BREAK asPROPOSED ONE STORY ROOM N L kkk • , f CAR WASH . „ Q FACILITY = 38.00F.F.E. wo'S 36,05 .,. s ' fd ROOM ..� 1 • , PROPOSED SMH-1 BATH' t 1 t RIM:37.50 6" SCH. 40 PVC /, ,'•' INV IN:34.43 14.76 LF ROOM' e INV OUT:34.33 S:1.0% tit INV OUT:34.33 ! WAITING a 1Js_k •d AREA / Cw LOBBY04 OPERATOR'S !, OFFICEji ro 24 _ i n -- O PROPOSED O IIRESERVE " !...r�. AREA 16" SCH. 40 PVC O 6 SCH. ..: 7.6 LF / h 21.50 LF. „ ° �• / s. i I °.. s E I , , 1, PROP. RAIN 92.2 6 w • • ��os, / 1 j GARDEN` , IPROPOSED/ 5' OVERDI( SEDIMENT y PROP. }I>, -�'/ eP -' . , FOREBAY \ °w} 32 35 .,. . S «� s ID34 u -T.-. I n ttA { 4' !�) 1 RE. C r UTU - VC : TO F P IN 6 SCH. 40 11E SEWER MAIN STU ` fA ':' �' • Cl. � h,I'(� LF � S:1.0% AT PROPERTY l' I 1�4FOS ED :Y I�. RO p t• SCH. 40 PVC : i ', ' ' LL D• T: ' OA � HOOK VEN •�Y 4' - : 46'L PROPOSED SMH 2' .�•, MIGLE, M A� 6" SCH. `40 PVC AT 1% RIM: 36.8 .,gRLA: BE STUBBED AT . x.l . . yx t • � , TO • t t INV IN:33.33 ,t ,• ' PROPERTY LINE • IN V 3.23 r' OU T' 3 t w a tt , I F ri .ti R 1 4°y •i. NIF LM-2 LLC MAP 344 LOT ?6-1 EXISTING SEWAGE FLOW CALCULATIONS* (ESTIMATES BASED UPON TITLE 5) CATEGORY AMOUNT* 1i SEWAGE FLOW ESTIMATE DESIGN FLOW (GPD) 50 GPD/1000 S.F. RETAIL 2,182 S.F. 109.1 OFFICE 2,432 S.F. 75 GPD/1000 S.F. 182.4 SERVICE 14 SERVICE BAYS 150 GPD/BAYS T=±2,391.5 2,100 GPD * EXISTING FLOOR AREAS ARE BASED UPON INTERIOR AS -BUILT BY ATLANTIC DESIGN ENGINEERS, INC. IN JUNE OF 2016. SOIL EVALUATION BY: DAVID D. COUGHANOWR, CERTIFIED SOIL EVALUATOR #461 ECO-TECH RAPID RESPONSE WITNESSED BY: DONALD DESMARAIS, TOWN OF BARNSTABLE HEALTH AGENT DATE: NOVEMBER 3, 2016 PERCOLATION RATE: N/A DEPTH TO GROUNDWATER: NO GROUNDWATER ENCOUNTERED SEPTIC SETBACKS (,M SEPTIC TANK LEACHING FACILITI_ PROPERTY LINES 10' PROPERTY LINES 10' CELLAR WALL 10' CELLAR WALL 20' WELL 50' WELL 100' DRYWELL 10' DRYWELL 25' N/F MAP 345 LOT 33 (COMM. CONDO. UN/ TS) t t PROPOSED SEWAGE FLOW CALCULATIONS* (ESTIMATES BASED UPON TITLE 5) CATEGORY AMOUNT Iii SEWAGE FLOW ESTIMATE DESIGN FLOW (GGGG,», SERVICE 4 SERVICE BAYS 150 GPD/BAY 600 OFFICE 284.48 S.F. 75 GPD/1000 S.F. TOTATT 21.3 *SEWAGE ESTIMATES BASED UPON PROPOSED BUILDING PLANS PROVIDED BY ARLEN COMPANY THE BUILDING DESIGNER. NET SEWAGE FLOW REDUCTION = 1,191.5 GPD Designed by Drawn by : a n I C DESIGN ENGINEERS, INC. Checked by _-= P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 Survey chk. byApproved by SCALE SCALE 1 " = 30' 0 15 30 45 DATE RC FEMALE ADAPTOR CC W/ PLUG FINISHED GRADE RIPE BRANCH SOIL EVALUATION BY: DAVID D. COUGHANOWR, CERTIFIED SOIL EVALUATOR #461 ECO-TECH RAPID RESPONSE WITNESSED BY: DONALD DESMARAIS, TOWN OF BARNSTABLE HEALTH AGENT DATE: NOVEMBER 3, 2016 PERCOLATION RATE: N/A DEPTH TO GROUNDWATER: NO GROUNDWATER ENCOUNTERED TEST PIT #5 - ELEVATION = 36.81 TEST PIT #3 - ELEVATION = 361 DEPTH FROM BOTTOM OF LAYER SOIL SOIL SOIL REDOXIMORPHIC SURFACE ELEV. HORIZON TEXTURE COLOR FEATURES OTHER (INCHES) (FEET) (USDA) (MUNSELL) (MOTTLES) 0-12 35.3 Ap LOAMY SAND 10 YR 3/2 NONE FRIABLE 12-32 33.6 Bw LOAMY SAND 10 YR 4/6 NONE FRIABLE 32-144 24.3 C MEDIUM SAND 10 YR 5/6 NONE LOOSE DEPTH BOTTOM SOIL SOIL REDOXIMORPHIC FROM OF LAYER SOIL TEXTURE COLOR FEATURES OTHER SURFACE ELEV. HORIZON (USDA) (MUNSELL) (MOTTLES) (INCHES) (FEET) 0-2 36.6f - BIT. CONC - - - 2-12 35.8f FILL - - - - 12-24 34.8f B LOAMY, 10 YR 4/4 NONE MASSIVE, COARSE SAND V. FRIABLE 24-126 26.3t C GRAVELLY 10 YR 6/6 NONE SINGLE GRAIN, COARSE SAND I I I LOOSE SOIL EVALUATION BY: BERNARD J. YOUNG A.M. WILSON ASSOC. WITNESSED BY: DONNA MIORANDI DATE: FEBRUARY 22, 2000 PERCOLATION RATE: <2 MIN/INCH DEPTH TO GROUNDWATER: NO GROUNDWATER ENCOUNTERED * INFORMATION OBTAINED FROM PLAN ENTITLED "PROPOSED SEPTIC SYSTEM UPGRADE, PREPARED FOR: CENTRAL CAPE DODGE, LOCATED AT 600 YARMOUTH ROAD, HYANNIS, MA 02601" DATED SEPTEMBER 6, 2002, PREPARED BY JC ENGINEERING, INC. PROPOSED PAVEMENT CLEAN BACKFILL (MIN. 9 INCHES) n 2 LAYER OF c n t 1 /8 TO 1/2- � � DOUBLE WASHED n PEA STONE �Yp`� p 3 4 TO 6" MINIMUM .�l = '4�, 1-1/2" )w ? r DOUBLE .,. , _ �, :� r kd �..o _ WASHED n 1 6.0' 6.0' 6.03.0' STONE 4" PERFORATED SCH 40 -/ 5' MINIMUM PVC LATERAL ENDS BOTTOM OF BED STANCE 10N CONNECTED TO 4" PVC LEVEL FOR ENTIRE DISTANCE FROM VENT PIPE (VENT TO LENGTH _GROUNDWATER GRASS BUFFER) SOIL ABSORPTION SYSTEM (LEACHING BED) CROSS SECTION NO TO SCALE M x 45• BEND �� �,`°'" EXISTING SEWER �� n �z z�ry x MAIN OR SERVICE NOTE: w REFER TO TYPICAL SEWER Ci"USH STONE BEDDING TRENCH SECTION DETAIL 3%4" MINIMUM TA -%I P%•I C,r°,IrP, A%I f'•\/AI,T P1rT♦„ I NOT TC SCALE I 4" PVC VENT LOCATION TO VENT TO BE COORDINATED IN GRASS BUFFER WITH THE OWNER AND ARCHITECT PROVIDE INSECT "SCREEN ON OPENING PROPOSED BUILDING SOIL ABSORPTION SYSTEM EDGE OF FIELD I PIPE i � � PROPOSED BUILDING - PROPOOED BUILDING PERFORATED PVC PIPE COLLECTOR 62i PLAN VIEW VENT DETAIL PIPE VIEW 0i < NOT TO SCALE PLAN SCREW TYPE CAP FINISHED GRADE 12" 1 FLUSH MOUNTED CAST IRON ROAD n 4 PERF. BOX WITH REMOVABLE COVER ......................... •,�:::,�,�:::,�:::,�::::::„ .. ,...:::.�:::,�:::::::::,�:: n n SET IN 18 x 18 o- O CONCRETE COLLAR. EXTEND TO NATURAL SOIL NATURALLY O,CURING SOIL INS -M&N PORT DETAIL NOT TO SCALE SOIL EVALUATION BY: DAVID D. COUGHANOWR, CERTIFIED SOIL EVALUATOR #461 ECO-TECH RAPID RESPONSE WITNESSED BY: DONALD DESMARAIS, TOWN OF BARNSTABLE HEALTH AGENT DATE: NOVEMBER 3, 2016 PERCOLATION RATE: N/A DEPTH TO GROUNDWATER: NO GROUNDWATER ENCOUNTERED DESIGN FORMULA: NO GARBAGE GRINDER ALLOWED WITH THIS DESIGN SYSTEM REQUIRED PROVIDED DAILY FLOW: 4 SERVICE BAYS x 150 GPD/BAY 600 GPD 284.48 S.F. OFFICE x 75 GPD/1,000 S.F. 22 GPD LEACHING AREA: 36' x 24' LEACHING BED 864 SF LEACHING CAPACITY, SIDEWALL: 864 SF x 0.74 GAL/SF 622 GPD 640 GPD SEPTIC TANK (2 COMPARTMENT): 1ST COMPARTMENT = 2 x DAILY FLOW 1,244 GAL 2ND COMPARTMENT = 1 x DAILY FLOW 622 GAL 1,866 GAL 2,000 GAL TOTAL: LEGEND EOP EXISTING EDGE OF PAVEMENT EOP VCC EXISTING EDGE OF PAVEMENT W/ ........ _.. , VE_RTICAL CONCRETE CURB - - -35- - EXISTING 5' CONTOUR LINE -�-- _.._,. EXISTING 1' CONTOUR LINE X35,42 EXISTING SPOT ELEVATION WV EXISTI` <G WATER GATE EXISTING WATER SHUT-OFF Y EXISTING FIRE HYDRANT m EXISTING GAS GATE G _ EXISTING GAS LINE OHW - - - EXISTING OVERHEAD WIRE ..7 EXISTING UTILITY POLE EXISTING GUY WIRE X I EXISTING LIGHT POLE -rr= EXISTING SIGN EXISTING CHAINLINK FENCE _ u/G _•Uri EXISTING UNDERGROUND ELECTRIC �II'I EXISTING ELECTRIC HAND HOLE I l EXISTING DRAINAGE CATCH BASIN EXISTIll MANHOLE COVER C EXISTING SEPTIC TANK COVER v EXISTING MONITORING WELL EXISTING IRRIGATION HAND HOLE CCB PROPOSED EDGE OF PAVEMENT W/CAPE COD BERM VGC PROPOSED EDGE OF PAVEMENT W/VEk` ICAL GRANITE CURB MCC PROPOSED EDGE OF PAVEMENT W/ MONOLITHIC (CAST -IN -PLACE) CURB PRO00`3ED CHAINLINK FENCE PRCPI`SEU STOCKADE FENCE PROFOSED 5' CONTOUR LINE - PROPOSED 1' CONTOUR LINE x37,6 PROPOSED SPOT ELEVATION TIC PROPOSED TOP OF CURB 9C PROPOSED BOTTOM OF CURB PROPOSED DRAINAGE FLOW ARROWS PROFOSED DRAINAGE LINE D ® PROPOSED DRAINAGE MANHOLE ■ PROPOSED CATCH BASIN m PROPOSED DOUBLE CATCH BASIN 0 070 PROPOSED WATER QUALITY INLET (OIL./WATER SEPARATOR TANK) • PROPOSED SEPTIC LINE PROPOSED D WATER LINE w U/c PROPOSED UNDERGROUND ELETRIC LINE - - - - - - - - PROPOSED EROSION CONTROL ® PROPOSED RIP -RAP # PROPOSED LIGHT POLE (LIGHTING DESIGN BY OTHERS) �- ROUTE 6 EXIT 7C3 Ar v ............ ............ .......... . �V LOCUS n '0 �TF � r`32 mi ROE 28 � F ?8 OLD YARMOUTH ROAD LOCUS MAP GENERAL NOTES: SCALE: 1"=2,000'f 1. RECORD OWNER(S): 600 YARMOUTH ROAD LLC 460 YARMOUTH ROAD HYANNIS, MASSACHUSETTS 02601 2. THE LOCUS PROPERTY IS SHOWN AS PARCELS 21-2 AND 29 ON THE TOWN OF BARNSTABLE ASSESSOR'S MAP 345. 3. THE EXISTING CONDITIONS SHOWN HEREON ARE BASED UPON A FIELD SURVEY BY ATLANTIC DESIGN ENGINEERS INC. IN NOVEMBER OF 2015 THE TOWN OF BARNSTABLE GIS SYSTEM. 4. EXISTING UNDERGROUND UTILITIES INFORMATION IS BASED UPON PLANS AND AS -BUILT INFORMATION ON RECORD AND SURFACE FEATURES AND IS NOT THE RESULT OF A SUBSURFACE SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. 5. THE PROPERTY IS ZONED AS BUSINESS DISTRICT (B) PER THE TOWN OF BARNSTABLE ZONING MAP. 6. THE PROPERTY LIES WITHIN FLOOD ZONE X BASED UPON A REVIEW OF FEMA'S FIRM PANEL NUMBER 250001CO567J, PRELIMINARILY DATED JULY 16, 2014. THIS AREA IS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 7. THE PROPERTY LIES WITHIN A ZONE II BASED UPON REVIEW OF THE TOWN OF BARNSTABLE GIS SYSTEM. 8. THE PROPERTY LIES WITHIN THE WELLHEAD PROTEC11ON OVERLAY DISTRICT BASED UPON REVIEW OF THE TOWN OF BARNSTABLE GIS SYSTEM. 9. THE PROPERTY DOES NOT LIE WITHIN AN ESTIMATED HABITAT OF RARE WILDLIFE OR A PRIORITY HABITAT OF RARE SPECIES BASED UPON REVIEW OF THE NATURAL HERITAGE AND ENDANGERED SPECIES PROGRAM 2008 MAPS OBSERVED ON THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. 10. THE PROPERTY DOES NOT LIE WITHIN AN AREA OF CRITICAL ENVIRONMENTAL CONCERN BASED UPON A REVIEW OF THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. SEPTIC NOTES:_ 1. ALL DIMENSIONS ARE PERPENDICULAR TO THE PROPERTY LINES. 2. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN COMPLIANCE WITH THE STATE SANITARY CODE TITLE V AND THE LOCAL BOARD OF HEALTH REQUIREMENTS. 3. ANY CHANGE TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND DESIGN ENGINEER. 4. BEFORE BACKFILLING THE SYSTEM, THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND BOARD OF HEALTH TO INSPECT. 5. HEAVY EQUIPMENT SHALL NOT TRAVEL OVER DISPOSAL SYSTEM DURING OR AFTER CONSTRUCTION. 6. TIGHT JOINT (T.J.) PIPING SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) PIPE, SCHEDULE 40. ALL PIPES TO BE LAID ON FIRM BASE AND TO BE WATERTIGHT. ALL CONNEC11ONS AND JOINTS SHALL BE MECHANICALLY SOUND AND TIGHT. 7. DISTRIBUTION BOX SHALL BE WATER TESTED FOR LEVELNESS. DISTRIBUTION BOX SHALL HAVE AN INLET TEE EXTENDING TO ONE INCH ABOVE THE OUTLET INVERT ELEVATION. 8. THE DESIGN ENGINEER SHALL CERTIFY INSTALLATION. 9. ALL SEPTIC SYSTEM COMPONENTS SHALL BE REQUIRED TO WITHSTAND H-20 LOADING. 10. EXISTING LOT SERVED WITH TOWN WATER SERVICE. 11. CONT RACTOR SHALL REMOVE ALL UNSUITABLE MATERIALS ORGANICS FILL A AND B LAYER SOILS WITHIN 5 FEET ALL AROUND AND UNDER THE PROPOSED LEACHING FIELD AND REPLACE WITH SAND CONFORMING TO 310 CMR 15,255(3). WIGGINS PRECAST 2,000 GALLON H2O WIGGINS PRECAST DB6 H2O PROPOSED OVERDIG• OVERDIG UNTIL OR APPROVED EQUAL OR APPROVED EQUAL C LAYER IS ENCOUNTERED (SEE NOTE 11) 34.43' ELEV. -2 COMPARTMENT SEPTIC TANK- I �„�I ,, -p 1jpUTT N ' c."I{t Id !� pt or �e(ow BOX- C rev. ,l PROVIDE RISER AND " 6 PVC 0 1.0% COVER n+ I id i� J� r'n�c PROVIDE RISER n 4 PERFORATED PVC, SCH TO FINISHED GRADE SJ O " 4 VENTED PVC WITH G,95 AND COVER TO 36 LONG x 24 WIDE LEACHING BED 40 00.5% SLOPE WITH FINISHED FLOOR BAFFLE EXTENDED BELOW GRADE -SOIL ABSORPTION SYSTEM- 3/8" MIN. AND 5/8" MAX. ELEVATION=38.0' 34.33'f BOTTOM OF SUM LAYER PERFORATIONS F.G.=37.5'f It ELEV. F.G.- 37.4't F.G.=37.1't F.G.=36.9't TO 36.3't • 20 3' MAX. COVER 6" SUMP " �� PROVIDE 6 OF JTO PROPOSED SEWER ° MIN. ; 9" MIN. COVER MIN. --• TOP OF STONE 3' MAX. COVER " �� " 9" MIN. COVER PROVIDE 2 OF TO 1 DOUBLE WASHED LINE OUT OF 18"t a ELEV.=33.91 WASHED STONE (TYP) STONE (TYP) ) BUILDING 34.5' OUT OUT- Ill OUT I N PROVIDE WAIERT FOR FUTURE IN ••34.11' ® •,s.;,.,.•;:..;;.;.•; ':;:=''•=:. i:: �:=:. =:. ==� �:=v =, �:= .�ii:: s=v � �:=:.�:iv =:. �:=v's::: �:=v'ii:: �:= SEWER Mti�IN EXPANSION TO 14• f PROPOSED ELEV. a � " 6 PVC •• n V 4 PVC ® LSEWER - i=v ::=� i=v'is i v , ::',-..,-,-. .:�•:.:�•:::�%:::✓•...�,;..,• .. ...•.;..•.. ....•... ...,•...,;. •,...•, •....;. .. .. '•• = '"•' '' v: - �: = �: = ✓:: v:: r. = -.i:: �: =' i::•• :+• =' :% ��: = is ='v; : .�: 'v::• :► .+: V. Y, :✓; Y; :••-✓: =' •J: = J: - !, = .+. - .+.: �, *' �• '� -� ~��•�� 4• ~��~ 0.5' -J ROSARYLANE COMPARTMENT 1 ®1.0% INV' 34.33' •• . MANHOLE • 1,244 GAL. (MIN) , 1% MIN. (T�)\33 BOTTOM OF BED 33.30 (TO :"IE PLUGGED UNTIL • 21.5't ''a .. • • ' ELEV. ELEV.=32.8' 5' MINIMUM FUTURE S WER CONNECTION) bh "�•"�•'�•'�•' �•'p'• • •' • �• ��• ••L,COMPACTED • 33.86' 33.63 SEPARATION TO " e ,�J � � � ROVIDE LEVEL 6 ELEV. ELEV. ELEV.' HIGH GROUNDWATER PROVIDE LEVEL 6 COMPACTED CRUSHED STONE N.� CRUSHED STONE BENEATH SEPTIC 7.6'f BED BENEATH SEWER MANHOLE ;' (,`^ aq �a PROVIDE LEVEL 6 " 36' LONG x 24' WIDE LEACHING LIQUID LEVEL ®- DEPTH OF OUTLET TEE !N•TANK BELOW LIQUID LEVEL 4 FEET 14 INCHES 5 FEET 19 INCHES 6 FEET 24 INCHES 7 FEET 29 INCHES 6 FEET 34 INCHES too- 1 TANK COMPACTED CRUSHED Ll & L4=15BOTTOM OF BED LEVEL FOR ENTIRE LENGTH } t 1 0 COMPARTMENT 2 L2 & L3=11' 622 GALMIN STONE BENEATH GW ELEVATION <27.8' . NOTES: W' (MIN) DISTRIBUTION BOX 1. THE OUTLET TEE IS TO BE 2. SEPTIC TANK SHALL BE 3. SEP11C TANKS SHALL BE PROVIDED WITH AT I_EI WI�Fl FFLE AND EMBOSSED WITH SEAL STATING LEAST THREE 20" DIAMETER MANHOLES WTH PROPOSED SEPTIC SYSTEM PROFILE EFFLUENTUSE ZABEL CONFORMANCE WITH ASTM C READILY REMOVABLE IMPERMEABLE COVERS OF (NOT TO SCALE) FOUIVALFNT. 1227-96. DURABLE MATERIAL. 3 NC 12-4-19 ISSUED FOR CONSTRUCTION 2 SWG 8-8-19 REDUCED SERVICE BAYS 1 SWG 7-31-19 PER INFORMAL SITE PLAN REVIEW NO. BY DATE REVISION PREPARED FOR: LAH AM MANAGEMENT AND LEASING, INC. 500 YARMOUTH ROAD HYANNIS, MASSACHUSETTS 02601 SEPTIC SYSTEM DESIGN PLAN FOR 600 YARMOUTH ROAD CAR WASH HYANNIS, MASSACHUSETTS JU LY 18, 2019 FILE: 2827.03- SI TE- R 3 Sheet of 6 10 JOB NUMBER 2827.03 W o f rn 0 ro N ,' MCp? sLO 1 t � I >, � ¢ 3.24 � '"" ROSARY N /F M LN KEVIN M MARJORIE i AYER-SULLIVAN #620 MAP 345 LOT 22 'e i 24 o� +o ROSARY..,., o , LN aE 3 °.. \ X34135 E P 7 - ° 1 x35.66 37.E ' X. O ST I v M UNTED 4 X37.4: II \ c -� 1' EL CTRIC ' M TER I 1 3.03 �s TP-3 } \. X 35°4 /TP-5 1 37,6 ., o N /F oZ-�I / �° r� I n r':. t DOG HOUSE D i r ..:;`;:,.';; . REALTY LLC Mf / I �9 MAP 345 LOT 20 ROSARY Ex. SOIL LN I CABS RPTION SYSTEM37, ` x ` 37,58 'ADISTRIBUTION o, BOXCj�oa 600 Y�RMOUTH ROAD 4 �2 J l LLC 'Ax :/ O�P 345 BLOCK 21 EX. 3,000 GALL LOT 2 3 '° 4 .. SEPTIC TANK / II El LEGEND EOP EXISTING EDGE OF PAVEMENT EOP VCC EXISTING EDGE OF PAVEMENT W/ VERTICAL CONCRETE CURB - - - -35- - - - EXISTING 5' CONTOUR LINE - - - - EXISTING 1' CONTOUR LINE X35.42 EXISTING SPOT ELEVATION WV EXISTING WATER GATE ` EXISTING WATER SHUT-OFF EXISTING FIRE HYDRANT `'" EXISTING GAS GATE - - EXISTING GAS LINE 0"w EXISTING OVERHEAD WIRE EXISTING UTILITY POLE EXISTING GUY WIRE EXISTING LIGHT POLE = EXISTING SIGN - -- - EXISTING CHAINLINK FENCE U/c, U/6 -- EXISTING UNDERGROUND ELECTRIC EH EXISTING ELECTRIC HAND HOLE 0 EXISTING DRAINAGE CATCH BASIN EXISTING MANHOLE COVER EXISTING SEPTIC TANK COVER EXISTING MONITORING WELL IMI EXISTING IRRIGATION HAND HOLE. 3°1 34. r 37.45 LDIN I EX. AC UNIT ON '° _ .^O� k. 45 kS q 4 i CONCRETE PADiv . . '3 Ai c> 8d Q� 35.E W I _ \ �' \ ut M I<,i f a'"' EX. CONCRETE I I � < 4A4 o o I 7 SIDEWALKS TORY EX. CONCRET , EXISTING 2 S I co . ue APRONS a ca DEALERSHIP BUILDING j o Z Z - � . � F.F. 37.55 � I. G 38.4 t 3&2�., EX. CONCRETE a Q_ PADS/LANDINGS ��L/\ N F I.`7._.. 3:134 w 3__ x35,ay x3. t,".1:°.` DEE JOHN F TR 3 7. , X3e, X35.57 x35:44 ? , / \o TOMBSTONE TRUST 3i r / -. . ^H t MAP 345 LOT 33 35h, ,. Mo ' S°iG3 \ it ` \ of x.�cro _ .. _ _... ... _ x GENERAL NOTES: -c s X3C6 y t o .u,i 1. RECORD OWNER(S): 600 YARMOUTH ROAD LLC °o) _ , f: 3 V�., ;. 460 YARMOUTH ROAD f\10, 3, �� I[FiI i.lJC..\Nlr\ \ + HYANNIS, MASSACHUSETTS w uA ( 11 2. THE LOCUS PROPERTY IS SHOWN AS PARCELS" 21-2 AND 29 ON THE TOWN OF BARNSTABLE ASSESSORS MAP 345. I 0_ . X341,7115 crA l x37, c? \ N/F' ,. ,; 3. THE EXISTING CONDITIONS SHOWN HEREON ARE BASED UPON A FIELD SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. IN NOVEMBER OF 2015 600 YARMOUTH ROAD AND JULY OF 2016. ADJACENT PROPERTY LINES ARE FROM THE TOWN OF BARNSTABLE GIS SYSTEM AND SHOULD BE CONSIDERED LLC MAP 345 LOT 29 \4 ` APPROXIMATE. �a /. ;: . BENCHMARK LK w ' �� I__.C.PI i��8J T �� � ���� ° � -�`� ��� `� � / 4. EXISTING UNDERGROUND UTILITIES INFORMATION IS BASED UPON PLANS AND AS -BUILT INFORMATION ON RECORD AND SURFACE FEATURES MAG NAIL IN SIDE °-° j AND IS NOT THE RESULT OF A SUBSURFACE SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. ELEV.=37.94'�I I , NAVD 88 TA x I \ X34. x3�`' 5. THE PROPERTY IS ZONED AS BUSINESS DISTRICT (B) PER THE TOWN OF BARNSTABLE ZONING MAP. x f 6. THE PROPERTY LIES WITHIN FLOOD ZONE X .BASED UPON A REVIEW OF FEMA'S FIRM PANEL NUMBER 250001 CO567J, DATED JULY 16, 2014. 33 5d X ° 372b/I \ x ° THIS AREA IS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. y . 292 x°� .04' (TOTAL)' + N6122 9 W C ! 7. THE PROPERTY LIES WITHIN A ZONE II BASED UPON REVIEW OF THE TOWN OF BARNSTABLE GIS SYSTEM. 1 � I X3,1 �s� l 8. THE PROPERTY LIES WITHIN THE WELLHEAD PROTECTION WP OVERLAY DISTRICT BASED UPON REVIEW OF THE TOWN OF BARNSTABLE GIS 3,a `'s '� SYSTEM. ( ) I I I 35,2 \ -o 9. THE PROPERTY DOES NOT LIE WITHIN AN ESTIMATED HABITAT OF RARE WILDLIFE OR A PRIORITY HABITAT OF RARE SPECIES BASED UPON I I°° \ j ^� REVIEW OF THE NATURAL HERITAGE AND ENDANGERED SPECIES PROGRAM 2008 MAPS OBSERVED ON THE MASSACHUSETTS GEOGRAPHIC I i { i `tip , (1i �� INFORMATION SYSTEM. 10. THE PROPERTY DOES NOT LIE WITHIN AN AREA OF CRITICAL ENVIRONMENTAL CONCERN BASED UPON A REVIEW OF THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. P OF MASS RIC Ri7 cy� FILE:2827.03-SITE-R3 PREPARED FOR: EXISTING CONDITIONS P LAN sheet of SCALE TA NSKI Designed by _ ■ ® Drown by : _ o 3 NC 12-4-19 ISSUED FOR CONSTRUCTION LAH AM MANAGEMENT AND LEASING, INC. FOR 2 10 Checked by : SCALE 1 - 30 ss a� �NGs 2 SWG 8-8-19 REDUCED SERVICE BAYS 6 0 0 YARMOUTH M O U TH ROAD CAR WAS H an IC DESIGN ENGINEERS, INC. 0 15 30 45 500 YARMOUTH ROAD JOB NUMBER --.=Survey chk. by 1 SWG 7-31-19 PER INFORMAL SITE PLAN REVIEW HYANNIS, MASSACHUSETTS P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 A DATE No. BY SATE REvisioN HYANNIS, MASSACHUSETTS 02601 2827.03 Approved by : JULY 18, 2019 PROPOSED- SlrI PLANS INDEX OF PLANS SHEET NO. TITLE SCALE FOR1 COVER SHEET 1" = 60' 2 EXISTING CONDITIONS PLAN 1" = 30' 3 SITE LAYOUT PLAN 1" = 30' 4 GRADING AND DRAINAGE PLAN 1" = 30' 5 UTILITY PLAN 1" = 30' I-LIAC CAPE COD 6 SEPTIC SYSTEM DESIGN PLAN 1" = 30' 7 LANDSCAPE PLAN 1" = 30' AT 8 DEMOLITION PLAN 1" = 30' 9 DETAIL PLAN N.T.S. 10 DETAIL PLAN N.T.S. 600 ROAD Fff)&�NMS, 02601 hV-BER 2992016 ROUTEDA�••SEPTE EXIT 7 REVISED. NOVEMRIEUR.10,2016 o� v LOCUS 0 PARCELS 21-1 & 29 TOTAL AREA = ±102,594 S.F. f2.36 ACRES X• : _1-1- LOCUS PLAN R� \- OLD YARMOUTH ROAD LOCUS MAP SCALE: 1 "=2,000't SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 4 FOR CONSTRUCTION NOTES AND LEGEND OWNER(S). MAP 345 PARCELS 21-1 & 29 JOSEPH LAHAM 500 YARMOUTH ROAD SITE PLAN APPROVED HYANNIS, MASSACHUSETTS 02601 APPLICANT, LAHAM MANAGEMENT AND LEASING, INC. 500 YARMOUTH ROAD H YAN N I S M ASSACH U SETTS 02601 DATE ENGINEER: FILE: 2827.01-SITE-R1 ■ Sheet of ADc DESIGN ENGINEERS, INC. 1 10 P.O. Box `1051, Sandwich, MA 02563 (508) 888 9282 JOB NUMBER 2827.01 N/F TOWN OF BARNSTABLE C/O BARNSTABLE MUNICIPAL AIRPORT MAP 345 LOT 3 BENCHMARK: MAG NAIL IN SIDEWALK ELEV.=37.94' (NAVD 88) N/F AUTO GUYS LL C MAP 345 LOT 2-1 36. I&M 37, 37 38.1 38. 37 37. 37, 3 0 N/F Kf-WN M MAR✓ORIE A YER- SULLIVAN MAP 345 LOT 22 i.52 HH / I 05 I / EX. POST \ I MOUNTED \ X37.43 I ELECTRIC I I METER 38.03 I /�io �O X37.62 / O ZI e / w '� / X 36.66 DI rn v / ' / 01 / 37.58 I / X 36.47 EX. DISTRIBUTION / BOX �\ / W / GV �� w rr) I 1 I \ I m 36.5 ` �'❑ \ - S I37.48 BUILDING OVER I a i = 0 EX. CONCRETE I u/c SIDEWALKS 4 I ca I z . I m•. � I 00 ® 3 39 ; / .83 P � X 35.66 �I TP-4 I EX. SOIL ABSORPTION SYSTEM \ \ TP-2 \ \I X35.42 1 I 34.2 u \ �O \ J _ EX. 3,000 GALLON SEPTIC TANK WV / X34.4 35.4 i\ 34.86 ❑ � I�---35-- EX. AC UNIT ON - --37----- CONCRETE PAD N/F ✓OSEPH LAHAM MAP 345 LOT 21-2 EXISTING 2-STORY DEALERSHIP BUILDING F.F.=37.55 BU 0 I 37. 36.7"('-6 - 3 09� X37.49 / X36.66 / b o / 5 m \ CI 8.10 ZX 36 �7 35.1 E -----37-r---- EX. CONCRETE PADS/LANDINGS 57.4--36----/ X 35.57 X 35.44 X'/ ,35 134. �5.2�� -I- 5.2� � / g� �\ u" I \\ \\\ X34.64 ;D \ m Lpk X34.75 i 9 X37 29\ .4� I \ / 1 a L6T 21 / ow I I L.C.C� 28708J / 1 p \ X34.90 `) X37.25/ I \\ I I I I I I I I I I I I � I � J X 35.11\ 1 � X A.10 ( rn I X36.06 X35.28 \\ \ 10 N/F ✓OSEPH LA MAP 345 Le a n I I C DESIGN ENGINEERS, INC. P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 N/F LM-2 LLC MAP 344 LOT 76-1 Designed by Drawn by : Checked by Survey chk. by Approved by SCALE PGB 11-10-16 1 ADDRESS SITE! PLAN REVIEW COMMENTS BY DATE REVISION L GENERAL NOTES: 1. RECORD OWNER(S): JOSEPH LAHAM LEGEND EOP EXISTING EDGE OF PAVEMENT EOP/VCC EXISTING EDGE OF PAVEMENT W/ VERTICAL CONCRETE CURB - - - -35- - - - EXISTING 5' CONTOUR LINE - - - -3s- - - - EXISTING 1' CONTOUR LINE X35.42 EXISTING SPOT ELEVATION X EXISTING WATER GATE EXISTING WATER SHUT-OFF X EXISTING FIRE HYDRANT 0v XEXISTING GAS GATE EXISTING GAS LINE OHw EXISTING OVERHEAD WIRE EXISTING UTILITY POLE p EXISTING GUY WIRE EXISTING LIGHT POLE o EXISTING SIGN EXISTING CHAINLINK FENCE -u/Gu/c EXISTING UNDERGROUND ELECTRIC =EHH EXISTING ELECTRIC HAND HOLE ❑ EXISTING DRAINAGE CATCH BASIN EXISTING MANHOLE COVER G EXISTING SEP11C TANK COVER 0 EXISTING MONITORING WELL =IHH EXISTING IRRIGATION HAND HOLE 500 YARMOUTH ROAD HYANNIS, MASSACHUSETTS 02601 2. THE LOCUS PROPERTY IS SHOWN AS PARCELS 21-1 AND 29 ON THE TOWN OF BARNSTABLE ASSESSOR'S MAP 345. 3. THE EXISTING CONDITIONS SHOWN HEREON ARE BASED UPON A FIELD SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. IN NOVEMBER OF 2015 AND JULY OF 2016. ADJACENT PROPERTY LINES ARE FROM THE TOWN OF BARNSTABLE GIS SYSTEM AND SHOULD BE CONSIDERED APPROXIMATE. 4. EXISTING UNDERGROUND UTILITIES INFORMATION IS BASED UPON PLANS AND AS -BUILT INFORMATION ON RECORD AND SURFACE FEATURES AND IS NOT THE RESULT OF A SUBSURFACE SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. 5. THE PROPERTY IS ZONED AS BUSINESS DISTRICT (B) PER THE TOWN OF BARNSTABLE ZONING MAP. 6. THE PROPERTY LIES WITHIN FLOOD ZONE X BASED UPON A REVIEW OF FEMA'S FIRM PANEL NUMBER 250001 CO567J, DATED JULY 16, 2014. THIS AREA IS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 7. THE PROPERTY LIES WITHIN A ZONE II BASED UPON REVIEW OF THE TOWN OF BARNSTABLE GIS SYSTEM. 8. THE PROPERTY LIES WITHIN THE WELLHEAD PROTECTION (WP) OVERLAY DISTRICT BASED UPON REVIEW OF THE TOWN OF BARNSTABLE GIS SYSTEM. 9. THE PROPERTY DOES NOT LIE WITHIN AN ESTIMATED HABITAT OF RARE WILDLIFE OR A PRIORITY HABITAT OF RARE SPECIES BASED UPON REVIEW OF THE NATURAL HERITAGE AND ENDANGERED SPECIES PROGRAM 2008 MAPS OBSERVED ON THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. 10. THE PROPERTY DOES NOT LIE WITHIN AN AREA OF CRITICAL ENVIRONMENTAL CONCERN BASED UPON A REVIEW OF THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. PREPARED FOR: LAHAM MANAGEMENT AND LEASING, INC. 500 YARMOUTH ROAD HYANNIS, MASSACHUSETTS 02601 EXISTING CONDITIONS PLAN FOR CADILLAC CAPE COD HYANNIS, MASSACHUSETTS SEPTEMBER 29, 2016 FILE: 2827.01-SITE-R1 Sheet of 2 1 10 JOB NUMBER 2827.01 N/F TOWN OF BARNSTABLE C/O BARNSTABLE MUNICIPAL AIRPORT MAP 345 LOT 3 PROP. 6' HIGH WHITE VINYL FENCE FOR SCREENING ALONG RESIDENTIAL PROPERTY LINE PROP. ARBORVITAES AT 5' O.C. FOR SCREENING ALONG RESIDENTIAL PROPERTY LINE 12.2' PROP. 10' x 18' VEHICLE STORAGE SPACES ALONG' YARMOUTH ROAD (TYP) PROP. EDGE OF PAVEMENT W/1' CAPE COD BERM (CCB), ALONG PERIMETER, EXCEPT AS NOTED (TYP) 6 END VGC/___ START CCB ' PROPOSED STOP LIN AND STOP SIGN P OPOSED EDGE OF PAVEMENT WITH VERTICAL GRANITE CURBING (TYP) I 11.7' O� EXISTING SITE SIGN TO BE REMODELED. OWNER/CONTRACTOR TO OBTAIN PERMIT EXTEND BITUMINOUS SIDEWALK WHERE CURB CUT IS CLOSED (TYP) PROPOSED EDGII OF PAVEMENT WITH VERTICAL GRANITE CURBING (VGC)' ALONG YARMOUTH ROAD (TYP) P OPOSED CONCRETE HANDICAPPED RAMPS WITH — DETECTABLE WARNING PANELS (TYP OF 4) PROPOSED STOP ---- LINE. AND STOP SIGN RELOCATE EXISTING UTILITY POLE END VG N/F AUTO GUYS LLC MAP 345 LOT 2-1 11.2' 10.9' 10.0' PROP. FENCED —IN CONCRETE DUMPSTER PAD N/F KE-ON M & MAR, OR/E A YER— 10.5' SULLIVAN MAP 345 LOT 22 tee! 0 I ;8 STORAGE SPACES \ VENIG�E 9x18 (12) N TP-1 (11) 9'x18' VEHICLE STORAGE SP G S I K \ (13) 9'x18' VEHICLE STORAGE SPACES (11) 9'x2O' CUSTOMER/EMPLOYEE PARKING SPACES IMF�c N/F JOHN P MERLESENA MERLESENA 'EAL TY CORP MAP 345 LOT 18 PROP. BLACK CHAINLINK FENCE WITH BLACK VINYL SLATS (TYP) (9) 9'x20' CUSTOMER/EMPLOYEE ' PROP. PARKING SPACES e o PROP. CONCRETE ACCESSIBLE PROP. 9 x 20 HANDICAPPED \ c CONCRETE PARKING SPACE AND SIGN TYP M APRON AT ALL =:I APRON/RAMP (TYP) OVERHEAD DOORS GC MCC CC \ SS 'a a d 3 28.9' a.. a 3�• • • • .� ° PROP. SIDEW N umc r. \ W �. (CAST -IN -PLACE) CURB CURB (MCC) n Z�►(TYP ALONG BUILDING) \ w W moo. N 0':•.#: PROPOSED CAPE COD CADILLAC w DEALERSHIP BUILDING 0 .�.'. A GROSS FLOOR AREA=22,376 S.F. \ . z .. F.F.=38.5 / i' Al m co 29.6' 1'. • . PR SIDEWALK xl MCC VAT MONOLITHIC v m (CAST -IN -PLACE) .cni ICUR CURB (MCC) c6 N z o (TYP ALONG m m ' :' BUILDING) o I MCC MCC MCC b co 0 N (26) 9'x20' CUSTOMER/EMPLOYEE PARKING SPACES > I I 10.0' PROPOSED LIGHT POLE. REFER TO LIGHTING. DESIGN BY OTHERS (TYP) N/F LM--2 LLC MAP 344 LOT 76-1 Designed by _ Drawn by : CA n i c DESIGN ENGINEERS, INC. Checked by Survey chk. by P.O. Box 1051, Sandwich, MA 02563 (508) 888 9282 Approved by : _ PROP. EDGE OF PAVEMENT W/1' CAPE COD BERM (TYP) SCALE SCALE 1" = 30' 0 15 30 45 10.0' PROP. 9' x 18' VEHICLE STORAGE SPACES (TYP) PROP. STRIPED ISLAND (TYP) PROP. 9' x 20' CUSTOMER/EMPLOYEE SPACES (TYP) PROP. LANDSCAPED ISLAND (TYP) PROP. EDGE OF PAVEMENT W/6" VERTICAL CONCRETE CURB (TYP) N/F DOG HOUSE REALTY LLC MAP 345 LOT 20 PROP. PAVED APRON (TYP) PROP. BLOCK RETAINING WALL (ALLAN BLOCK OR EQUAL TO APPROVED BY OWNER) PROP. TRANSFORMER ON CONCRETE PAD WITH CONTAINMENT CURB AND BOLLARDS N/F MAP 345 LOT 33 (COMM. CONDO. UNI TS) PROP. LOCKABLE ROLLING GATE 1 PGB 11-10-16 ADDRESS SITE PLAN REVIEW COMMENTS DATE NO. BY DATE REVISION ZONING DISTRICT: B (BUSINESS DISTRICT) (PER TOWN OF BARNSTABLE E—CODE — CHAPTER 240 ZONING) REQUIRED PROVIDED MINIMUM LOT SIZE — 2.36 ACRES± MINIMUM WIDTH — — MINIMUM FRONTAGE 20' 400.9'± MINIMUM YARDS: FRONT 20' 41.3' & 30.3' REAR — — SIDE — 59.9' MAXIMUM LOT COVERAGE• — — MAXIMUM BUILDING HEIGHT 30'/2 STORIES <30'/2 STORIES WELLHEAD PROTECTION (WP) OVERLAY DISTRICT (PER TOWN OF BARNSTABLE E—CODE — CHAPTER 240 ZONING) REQUIRED PROVIDED MAXIMUM LOT COVERAGE: 50% (IF ALL RECHARGE — BY IMPERVIOUS SURFACES IS DISPOSED OF ON SITE) SITE CLEARING A MINIMUM OF 30% OF N/A** THE TOTAL UPLAND AREA OF ANY LOT SHALL BE RETAINED IN ITS NATURAL STATE * >50% PRE—EXISTING IMPERVIOUS COVERAGE ON SITE. ** ENTIRE SITE IS PRESENTLY DEVELOPED AND NO NATURAL AREAS PRESENTLY EXIST. PARKING REQUIREMENTS AREA REQUIRED PROVIDED RETAIL: 6,818± S.F. 34.1 SPACES (1 /200 S.F. GROSS FLOOR AREA) OFFICE. 2,616± S.F. 8.7 SPACES (1 /300 S.F. GROSS FLOOR AREA) SERVICE: 8 BAYS 12.0 SPACES (3/SERVICE BAY)/2 ASSUMING ONLY HALF OF BAYS ARE IN USE AT ANY ONE LIME STORAGE: 1,611± S.F. 2.3 SPACES (1 /700 S.F. GROSS FLOOR AREA) TOTAL: 57.1 SPA 59 SPACES* * INCLUDES (3) HANDICAP PARKING SPACES W/ (1) VAN ACCESSIBLE SPACE. DOES NOT INCLUDE 39 ADDITIONAL STRIPED VEHICLE STORAGE PARKING SPACES AND 12 NON —STRIPED VEHICLE DISPLAY AREA SPACES. 110 TOTAL SPACES. IMPERVIOUS COVERAGE SUMMARY FOR 600 YARMOUTH ROAD EXISTING ALLOWABLE PROPOSED* 97,031 S.F. (94.58%) 51,297 S.F. (50.007.) 88,932 S.F. (86.6b%) >50% PRE—EXISTING IMPERVIOUS COVERAGE ON SITE SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 4 FOR CONSTRUCTION NOTES AND LEGEND PREPARED FOR: LAHAM MANAGEMENT AND LEASING, INC. 500 YARMOUTH ROAD HYANNIS, MASSACHUSETTS 02601 SITE LAYOUT PLAN FOR CADILLAC CAPE COD HYANNIS, MASSACHUSETTS SEPTEMBER 29, 2016 FILE: 2827.01—SITE—R1 Sheet of 3 10 JOB NUMBER 2827.01 ■ CAI n C DESIGN ENGINEERS, INC. P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 Designed by Drawn by : Checked by Survey chk. by Approved by SCALE SCALE 1 " = 30' 0 15 30 45 1 PGB 11-10-16 ADDRESS SITE PLAN REVIEW COMMENTS DATE N0. BY DATE REVISION LEGEND EOP EXISTING EDGE OF PAVEMENT EOP/vcc EXISTING EDGE OF PAVEMENT W/ VERTICAL CONCRETE CURB - - - -35- - - - EXISTING 5' CONTOUR LINE - - - -3�- - - - EXISTING 1' CONTOUR LINE x35.42 EXISTING SPOT ELEVATION pQ EXISTING WATER GATE EXISTING WATER SHUT-OFF X EXISTING FIRE HYDRANT GV EXISTING GAS GATE G EXISTING GAS LINE OHW EXISTING OVERHEAD WIRE C-0i EXISTING UTILITY POLE C_ EXISTING GUY WIRE EXISTING LIGHT POLE o EXISTING SIGN EXISTING CHAINLINK FENCE U/G Ui0 EXISTING UNDERGROUND ELECTRIC ®EHH EXISTING ELECTRIC HAND HOLE ® ❑ EXISTING DRAINAGE CATCH BASIN M EXISTING MANHOLE COVER O EXISTING SEPTIC TANK COVER COc� EXISTING MONITORING WELL ®IHH EXISTING IRRIGATION HAND HOLE CCB PROPOSED EDGE OF PAVEMENT W/CAPE COD BERM VGC PROPOSED EDGE OF PAVEMENT W/VERTICAL GRANITE CURB MCC PROPOSED EDGE OF PAVEMENT W/ MONOLITHIC (CAST -IN -PLACE) CURB PROPOSED CHAINLINK FENCE PROPOSED STOCKADE FENCE 35 PROPOSED 5' CONTOUR LINE - m - PROPOSED 1' CONTOUR LINE yma PROPOSED SPOT ELEVATION ,r; PROPOSED TOP OF CURB TIC PROPOSED BOTTOM OF CURB =. PROPOSED DRAINAGE FLOW ARROWS D PROPOSED DRAINAGE LINE ® PROPOSED DRAINAGE MANHOLE ■ PROPOSED CATCH BASIN PROPOSED DOUBLE CATCH BASIN 0 0 o PROPOSED WATER QUALITY INLET (OIL/WATER SEPARATOR TANK) S PROPOSED SEPTIC LINE PROPOSED WATER LINE w U/c PROPOSED UNDERGROUND ELECTRIC LINE - - PROPOSED EROSION CONTROL ® PROPOSED RIP -RAP # PROPOSED LIGHT POLE CONSTRUCTION NOTES: I. ALL PROPOSED DRAINAGE PIPING SHALL BE 12' ADS HOPE AND WATER PIPE AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS WATER SUPPLY DIVISION. 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS SHOWN AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO 91DDING, 3. CONTRACTOR SHALL VERIFY ALL CRITICAL ELEVATIONS AND INVERTS PRIOR TO CONSTRUCTION. 4. WHERE AN E OSTING PUBLIC U71UTY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED AND THE INFORMATION FURNISHED TO THE TOWN FOR RESOLUTION OF THE CONFLICT. 5. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT. S. ALL BUILDINGS, AND SURFACE AND SUBSURFACE IMPROVEMENTS ON AREAS ADJACENT TO THE SITE ARE NOT NECESSARILY SHOWN HEREON. 7. THE LOCATION OF EXISTING UNDERGROUND UTIU71ES ARE SHOWN IN AN APPROXIMATE WAY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UTILITIES AND RIM AND INVERTS BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. & IT IS THE CONTRACTOR'S RESPONSIBILITY 70 NOTIFY DIGSAFE, THE TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS, AND ALL UTILITY COMPANIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION ACTIVITIES FOR LOCATION OF ALL UNDERGROUND UTILITIES AND UTILITY COMPANY AND DPW APPROVALS. 9. ELECTRIC, TELEPHONE, AND CABLE SHALL BE PLACED UNDERGROUND IN ACCORDANCE WITH THE REQUIREMENTS OF THE U71UTY COMPANIES. REFER TO PLANS BY OTHERS IN CONJUNCTION WITH THE UTILITY COMPANIES FOR LAYOUT OF RESPEC71VE UTILITY SYSTEMS. 10. SLOPES ON ALL PIPES ARE APPROXIMATE. CONTRACTOR TO HOLD INVERTS FOR CONSTRUCTION. 11. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERA11ON AND ADJUSTMENTS OF ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTIU71ES WITH THE UTILITY COMPANY, IF NECESSARY. IF ANY INTERRUPTIONS IN SERVICE ARE NECESSARY TO ABUTTING PROPERTY OWNERS, A MINIMUM OF 48 HOURS N0710E SHALL BE GIVEN. 11 CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR ALL WORK WITHIN PUBLIC STREETS. 13. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATION SHALL BE RES70RED BY THE CONTRACTOR TO THEIR ORIGINAL CONDI7ION AT THE CONTRACTOR'S EXPENSE. 14. ALL STRUCTURES LOCATED WITHIN TRAVEL LANES AND PARKING AREAS, INCLUDING DRAINAGE, SEWER, WATER, AND UNDERGROUND ELECTRICAL COMPONENTS SHALL BE REQUIRED TO WITHSTAND HEAVY DUTY H-20 LOADINGS 1& ALL DISTURBED AREAS SHALL BE PAVED, LANDSCAPED, OR REVEGETATED WITH 8' (MIN) LOAM AND SEED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 16. CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES, INCLUDING WATER TRUCKS THROUGHOUT CONSTRUCTION UNTIL PAVING IS COMPLETED AND ALL SURFACES ARE STABILIZED. DUST CONTROL ADDITIVES SUCH AS CALCIUM CHLORIDE OR SODIUM CHLORIDE SHALL BE USED ONLY WITH PERMISSION FROM THE TOWN. 17. CONTRACTOR IS FULLY RESPONSIBLE FOR COORDINATING WITH AND OBTAINING ALL APPROVALS FROM APPROPRIATE GOVERNING AGENCIES AND UTILITY COMPANIES PRIOR TO, DURING AND AFTER INSTALLATION OF ALL WATER, SEWER, DRAINAGE AND SITE UTILITIES 1& THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED INSPECTIONS AND/OR CER71FICATIONS REQUIRED BY ODES AND/OR UTILITY COMPANIES ARE COMPLETED PRIOR TO INSTALLATION, BACCFILUNG, ANNOUNCE) BUILDING POSSESSION, AND THE FINAL CONNECTION OF SERVICES 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SURVEY CONTROL POINTS AND BENCHMARKS NECESSARY FOR THE PROPOSED WORK. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE RECORDS OF THE LOCA71ON AND ELEVA71ON OF ALL WORK INSTALLED. 21. THE CONTRACTOR SHALL INSTITUTE AND MAINTAIN ALL SAFETY MEASURES NECESSARY TO PROTECT THE PUBLIC DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO BARRICADES, SIGNS, FENCES, FLAGGERS, LIGHTING, POLICE DETAIL, AND ANY OTHER MEANS AS DIRECTED BY THE TOWN. NO TRENCHES ARE TO REMAIN OPEN OVERNIGHT. 22.THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM THE ACCUMULATION OF WASTE MATERIAL AND OTHER DEBRIS RESULTING FROM THE WORK. AT THE END OF CONSTRUCTION THE CONTRACTOR SHALL REMOVE ALL CONSTRUC71ON DEBRIS AND SURPLUS MATERIALS FROM THE SITE. A THOROUGH INSPECTION OF THE WORK PERIMETER IS TO BE MADE AND ALL DISCARDED MATERIALS, BLOWN OR WATER CARRIED DEBRIS, SHALL BE COLLECTED AND REMOVED FROM THE STE. 23. THE CONTRACTOR SHALL REMOVE ALL VEGETATION, TREES, STUMPS, GRASSES. ORGANIC SOILS, DEBRIS AND DELETERIOUS MATERIALS WITHIN THE AREAS SLATED FOR CONSTRUCTION. 24. THESE PLANS SHOULD NOT BE USED FOR CONSTRUCTION UNTIL ALL REQUIRE) APPROVALS HAVE BEEN RECEIVED. 25. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPROVED PERMITS AND WITH ALL APPLICABLE NATIONAL. STATE AND LOCAL CODES, STANDARDS, ORDINANCES, RULES AND REGULATION& 26. BUILDING FOOTPRINTS SHOWN HEREON WERE PROVIDED BY ARCHITECT. 27. CONTRACTOR SHALL REFER TO ARCHITEC7URAL PLANS FOR EXACT LOCATIONS, DESIGN AND DIMENSIONS OF ROOF DRAINS, SEWER, DOMES71C WATER SERVICE, FIRE SERVICE, EECTRIC, TELEPHONE, CABLE UTILITIES, CANOPY DRAINS, FLOOR DRAINS. ENTRANCE/E)OTS. USTTELIPS TAIRAN� DECKS. PSA.TIOS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING TION 28. ALL DIMENSIONS ARE PERPENDICULAR TO THE PROPERTY LINES 39. ALL BUILDING UTILITY SERVICES SHOWN ARE APPROXIMATE. REFER TO ARCHITECTURAL PLANS FOR EXACT TIE-IN LOCATION& STE CONTRACTOR IS RESPONSIBLE FOR UTILITY SERVICES TO WITHIN 10' OF THE BUILDINGS 30. ALL PROPOSED U71UTIES AND APPURTENANCES TO BE CONSTRUCTED TO WITHIN 10' OF THE BUILDING AND IN COMPLIANCE WITH LOCAL MUNICIPALITIES CODES AND REGULATIONS GOVERNING THE INSTALLATION OF SUCH UTILITIES 31. MINIMUM SIDEWALK GRADES ARE TO BE 1/4' PER FT. SLOPED AWAY FROM THE BUILDING. 32. FINAL DESIGN AND LAYOUT OF UNDERGROUND GAS AND UTILITIES TO BE DESIGNED BY OTHERS IN CONJUNCTION WITH THE UTILITY COMPANIES STE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH U71UTY COMPANIES AND ALL UTILITY INSTALLATIONS ARE 70 BE IN FULL COMPLIANCE WITH ALL THE UTILITY COMPANIES' DESIGN AND SPECIFICATIONS 33. ALL UNSUITABLE SOIL MATERIALS UNDER ALL INFILIRA71ON STRUCTURES SHALL BE REMOVED AND REPLACE) WITH SAND PER 310 CMR 1&255.& 34. ALL WORK WITHIN A PUBLIC RIGHT OF WAY WILL REQUIRE A ROAD OPENING PERMIT. 35.7HE CONTRACTOR MUST APPLY FOR COVERAGE UNDER THE 2012 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR DISCHARGE FROM CONSTRUCTION ACTIVITIES (CONSTRUCTION GENERAL PERMIT). 38. THE CONTRACTOR MUST PREPARE A STORMWA7ER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE 2012 NPDES CONSTRUCTION GENERAL PERMIT. A COPY OF THE SWPPP MUST BE ON SITE AT ALL TIME THROUGHOUT CONSTRUCTION. SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 4 FOR CONSTRUCTION NOTES AND LEGEND PREPARED FOR: LAH AM MANAGEMENT AND LEASING, 500 YARMOUTH ROAD HYANNIS, MASSACHUSETTS 02601 EROSION CONTROL NOTES: 1. PRIOR TO COMMENCING SITE WORK OR EARTHWORK OPERATIONS, INSTALL EROSION CONTROL BARRIER AND MAINTAIN THROUGHOUT ALL CONSTRUCTION. 2. ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 3. ALL MATERIALS AND STOCKPILES SHALL BE STORED ON LEVEL AREAS. ALL STOCKPILES SHALL BE SURROUNDED BY HAYBALES, SHALL HAVE SIDE SLOPES NO GREATER THAN 30K AND SHALL BE SEEDED OR STABILIZED IF LEFT UNDISTURBED FOR TWO WEEKS OR MORE. 4. SEDIMENTATION CONTROL DEVICES AND EROSION CONTROL BARRIERS SHALL BE INSPECTED WEEKLY AND MAINTAINED AS NECESSARY THROUGHOUT ALL PHASES OF CONSTRUCTION AND PROMPTLY AFTER EACH RAINFALL. 5 ANY SLOPE STEEPER THAN 3:1 SHALL BE EQUIPPED WITH SLOPE STABILIZATION FABRIC OR EROSION CONTROL MATTING. 6. ALL CATCH BASINS SHALL BE PROVIDED WITH HAYBALE DIKES OR PRE -MANUFACTURED 'SILT -BAG' CATCH BASIN INLET SEDIMENT COLLECTION SYSTEMS UNTIL BASE COURSE IS IN PLACE. INSPECT WEEKLY AND AFTER MAJOR STORM EVENTS (1' OR GREATER) THROUGHOUT CONSTRUCTION. 7. CONTRACTOR SHALL INSTALL 4' CRUSHED STONE TRACKING PAD AT ENTRANCE PRIOR TO CONSTRUCTION. & ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTITUTED AS CONDITIONS WARRANT OR AS DIRECTED BY THE ENGINEER AND/OR THE PLANNING BOARD. 9. THE CONTRACTOR MUST REPAIR OR RE -SEED ANY AREAS THAT DO NOT DEVELOP WITHIN A PERIOD OF ONE YEAR AT NO ADDITIONAL EXPENSE TO THE OWNER. 10. MATERIAL STOCKPILES SHALL NOT BE LOCATED WITHIN THE PATH OF EXISTING OR PROPOSED WATERCOURSES (BOTH TEMPORARY OR PERMANENT) OR THOSE AREAS SUBJECT TO STORM WATER FLOW. 11. SEDIMENT CONTROL DEVICES AND EROSION CONTROL BARRIERS MAY BE REMOVED ONLY AFTER THE SITE :HAS BEEN STABILIZED. 12. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION, WHICH REMAIN DISTURBED BUT INAC71VE FOR AT LEAST THIRTY DAYS, SHALL RECEIVE TEMPORARY SEEDING IN ACCORDANCE WITH THE MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES. IN ALL CASE, STABILIZATION MEASURES SHALL BE IMPLEMENTED AS SOON AS POSSIBLE IN ACCORDANCE WITH THE MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES I& EARTHWORK ACTIVITY ON THE S17E SHALL BE DONE IN A MANNER SUCH THAT RUNOFF IS DIRECTED TO TEMPORARY DRAINAGE SWALES. STILLING BASINS, SEDIMENT TRAPS AND OR SEDIMENTATION BASINS TO SETTLE OUT SUSPENDED MATERIAL PRIOR TO DISCHARGE THROUGH PERIMETER EROSION CONTROL BARRIERS. THE INFILTRATION FIELDS AND CATCH BASINS SHALL NOT AT ANY POINT DURING CONSTRUCTION, BE UTILIZED AS TEMPORARY SEDIMENT BASIN& 14. THE LOCATION OF TEMPORARY DRAINAGE SWALES, SEDIMENTATION TRAPS AND SEDIMENT BASINS SHALL BE DETERMINED IN THE FIELD AND RELOCATED AS REQUIRED AS CONSTRUCTION PROGRESSES 1& THE CONTRACTOR SHALL KEEP ON STE AT ALL TIMES ADDITIONAL EROSION CONTROL FOR INSTALLATION AT THE DIRECTION OF THE ENGINEER OR THE PLANNING BOARD TO MITIGATE ANY EMERGENCY CONDITION. 18. REFER TO THE CONSTRUCTION DETAILS FOR ADDITIONAL EROSION CONTROL MEASURES. 17. THE ENTRANCE AND EXIT TO AND FROM THE SITE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. ALL SEDIMENT SPILLED, DROPPED. WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 1& THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUNG, RELOCATION AND AUGMENTATION OF EROSION CONTROL DEVICES AS THE PROJECT PROGRESSES AND THE SITE DRAINAGE CONDITIONS CHANGE. 19. THE CONTRACTOR SHALL MODIFY EROSION CONTROL MEASURES BASED OF CHANGING SITE DRAINAGE CONDITIONS AND EXPECTED FUTURE CONSTRUCTION ACTIVITIES. 20. THE CONTRACTOR SHALL MINIMIZE THE AREA OF DISTURBED SOIL EFFORTS SHALL BE MADE TO LIMIT THE TIME OF EXPOSURE OF DISTURBED AREAS. GENERAL 0 AND M NOTES: 1. THE OWNER CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSPECTION AND MAINTENANCE OF ALL STORMWATER FACILITIES UNTIL THE PROJECT CONSTRUCTION IS COMPLETED. SUBSEQUENT TO THAT, THE FACILITY MANAGEMENT COMPANY WILL BE RESPONSIBLE 2. THE OWNER/CONTRACTOR/FACILITY MANAGER SHALL FILE AN INSPECTION REPORT TO THE ENGINEER FOLLOWING EACH SITE INSPECTION AS RECOMMENDED ABOVE. THE INSPEC71ON REPORT SHALL IDENTIFY THE DATE: OF NSPEC710N, NAME AND CONTACT NUMBER OF RESPONSIBLE PARTY, SPECIFIC STRUCTURES INSPEC7ED, SPECIFIC MAINTENANCE AND/OR REPAIRS REQUIRED AND GENERAL OBSERVATIONS. ANY DEFICIENCIES NOTED IN THE INSPECTION REPORT SHALL BE CORRECTED TO THE SA71SFACTIXN OF THE PLANNING BOARD. 3. DISPOSAL OF ACCUMULATED SEDIMENT AND HYDROCARBONS TO BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL GUIDELINES AND REGULATIONS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ALL COMPONENTS OF THE S70RMWATER MANAGEMENT SYSTEM AND SWEEPING ALL PAVED AREAS. 591M II F• DEEP SUMP HOODED CATCH BASINS, INSPECT MONTHLY (MINILIUM), OR AFTER MAJOR STORM EVENTS (2' OR GREATER) DURING AND AFTER CONSTRUCTION FOR EXCESSIVE ACCUMULATION OF SEDIMENTS TRASH. CLEAN SUMPS SEMIANNUALLY OR WHEN SEDIMENT REACHES 18', WHICHEVER OCCURS FIRST. ALL CATCH BASINS SHALL BE PROVIDED WITH HAYBALE DIKES OR PRE -MANUFACTURED 'SLTSACC' CATCH BASIN INLET SEDIMENT COLLECTION SYSTEMS UNTIL BASE COURSE IS IN PLACE INSPECT WEEKLY AND AFTER MAJOR STORM EVENTS (Y OR GREATER) THROUGHOUT CONSTRUCTION. STREET SWEEPING., ALL PAVED AREAS SHOULD BE SWEPT TWICE A MONTH DURING CONSTRUCTION AND TWO TIMES PER YEAR, ONCE DURING THE LATE SPRING AND ONCE DURING THE LATE FALL SEASONS AFTER CONSTRUCTION. INFILTRATION CHAMBERS, INSPECT AFTER EVERY MAJOR STORM EVENT (2' OR GREATER) DURING CONSTRUC71ON AND FOR THE FIRST FEW MONTHS AFTER CONSTRUCTION TO ENSURE PROPER STABILIZATION AND FUNCTION, THEREAFTER INSPECT AT LEAST TWICE PER YEAR DURING WET WEATHER TO ENSURE THE SYSTEM IS DRAINED PROPERLY -CHECK FOR ACCUMULATION OF SEDIMENT AND PONDING WATER. IF PONDING WATER IS 'VISIBLE INSIDE THE SYSTEM FOR SEVERAL DAYS AFTER A STORM EVENT. NOTIFY THE ENGINEER FOR POSSIBLE REMEDIAL MEASURES REMOVE SEDIMENT AS NECESSARY DURING CONSTRUCTION, WHILE THE SYSTEM IS DRY, AND AT LEAST EVERY 5 YEARS AFTER CONSTRUCTION. WATER OUALITY INLETS (QIL/WA7E7R SEPARATOR) - INSPECT MONTHLY (MINIMUM), OR AFTER MAJOR STORM EVENTS 2 OR GREATER) DURING AND AFTER CONSTRUCTION FOR EXCESSIVE ACCUMULATION OF SEDIMENTS AND TRASH. CLEAN INLETS SEMI-ANNUALLY AND/OR AFTER ANY SIGNIFICANT SPILL. RAIN GARDENS, INSPECT AFTER EVERY MAJOR STORM EVENT (2' OR GREATER) DURING CONSTRUCTION AND FOR THE FIRST FEW MONTHS AFTER CONSTRICTION TO ENSURE PROPER STABIUZA71ON AND FUNCTION. THEREAFTER, INSPECT AT LEAST TWICE PER YEAR DURING WET WEATHER TO ENSURE THE RAIN GARDEN IS DRAINING PROPERLY AND VEGETATION iS THRIVING. CHECK FOR EROSION, INVASIVE TREE GROWTH, CLOGGING AND TRASH AND REMOVE ORGANIC MATTER, WEEDS, TRASH AND DEBRIS AS NECESSARY. RE -SEED ERODED OR BARREN SPOTS IMMEDIATELY AFTER INSPECTION. REMOVE SEDIMENT AS NECESSARY DURING CONSTRUCTION, WHILE DRY AND AT LEAST EVERY FIVE YEARS AFTER CONSTRUCTION. FILE: 2827.01-SITE-R1 GRADING AND DRAINAGE PLAN Sheet of INC. FOR 1 4 1 10 CADILLAC CAPE COD HYANNIS, MASSACHUSETTS SEPTEMBER 29, 2016 JOB NUMBER 2827.01 LEGEND N/F TOWN OF BARNSTABLE C/O BARNSTABLE MUNICIPAL AIRPORT MAP 345 LOT 3 PROPOSED SEPTIC TANK (SEE SHEET 6) TIE IN GAS PER UTILITY COMPANY SPECS PROPOSED 6" DUCTILE IRON CLASS 52 CEMENT LINED FIRE SERICE PROPOSED 6" TAPPING SLEEVE AND GATE VALVE TIE PROPOSED WATER LINES PER HYANNIS WATER DEPT SPECIFICATIONS (SEE DETAILS) PROPOSED CURB STOP V INSIDE PROPERTY LINE PROPOSED SITE LIGHT POLE (TYP) LUMINATION ANALYSIS, SPECIFICATIONS AND ELECTRICAL CONDUIT DESIGN BY OTHERS PROPOSED 1,500 GALLON INDUSTRIAL WASTE HOLDING TANK "TIGHT TANK" PER 314 CMR 18.0 FOR SERVICE BAY VON —HAZARDOUS WASTEWATER DISPOSAL RELOCATE UTILITY POLE AND OVERHEAD WIRES mmmmmmummmmm 0mmmmmmmm 11m �m —mm- mmmmwm�l N/F AUTO GUYS LLC MAP 345 LOT 2-1 EXISTING MONITORING WELL TO BE RAISED TO FINISHED GRADE WITH ROAD BOX TIE IN PROPOSED ELECTRIC AND TELEPHONE/COMMUNICATIONS LINES PER UTILITY COMPANY SPECIFICATIONS N/F MAP 345 LOT 33 (COMM. CONDO. UNITS) EXISTING MONITORING WELL TO BE RAISED TO FINISHED GRADE WITH ROAD BOX EOP EXISTING EDGE OF PAVEMENT EOP/VCC EXISTING EDGE OF PAVEMENT W/ VERTICAL CONCRETE CURB — — — —35— — — — EXISTING 5' CONTOUR LINE — — — —36— — — — EXISTING 1' CONTOUR LINE x35.42 EXISTING SPOT ELEVATION wv p<j EXISTING WATER GATE EXISTING WATER SHUT—OFF X EXISTING FIRE HYDRANT X EXISTING GAS GATE c EXISTING GAS LINE OHw EXISTING OVERHEAD WIRE � EXISTING UTILITY POLE C_ EXISTING GUY WIRE EXISTING LIGHT POLE EXISTING SIGN EXISTING CHAINLINK FENCE Uir U/G -- EXISTING UNDERGROUND ELECTRIC ®EHH EXISTING ELECTRIC HAND HOLE ❑ EXISTING DRAINAGE CATCH BASIN ® EXISTING MANHOLE COVER Os EXISTING SEPTIC TANK COVER Q EXISTING MONITORING WELL ®1HH EXISTING IRRIGATION HAND HOLE CCB PROPOSED EDGE OF PAVEMENT W/CAPE COD BERM VGC PROPOSED EDGE OF PAVEMENT W/VERTICAL GRANITE CURB MCC PROPOSED EDGE OF PAVEMENT W/ MONOLITHIC (CAST —IN —PLACE) CURB PROPOSED CHAINLINK FENCE PROPOSED STOCKADE FENCE PROPOSED 5' CONTOUR LINE PROPOSED 1' CONTOUR LINE a76 PROPOSED SPOT ELEVATION TC PROPOSED TOP OF CURB BC PROPOSED BOTTOM OF CURB -► PROPOSED DRAINAGE FLOW ARROWS u PROPOSED DRAINAGE LINE ® PROPOSED DRAINAGE MANHOLE ■ PROPOSED CATCH BASIN PROPOSED DOUBLE CATCH BASIN o 0 o PROPOSED WATER QUALITY INLET (OIL/WATER SEPARATOR TANK) PROPOSED SEPTIC LINE s PROPOSED WATER LINE w PROPOSED UNDERGROUND U/c ELECTRIC LINE PROPOSED EROSION CONTROL ® PROPOSED RIP —RAP # PROPOSED LIGHT POLE WATER SYSTEM NOTES: 1. ALL MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES, REGULATIONS AND SPECIFICATIONS OF THE HYANNIS WATER SYSTEMS AS AMENDED TO PRESENT. WATER DISTRICT HAS AUTHORITY TO AMEND PLANS. 2. DOMESTIC SERVICES TO BE 200 PSI CTS PLASTIC LINE TO WATER DISTRICT SPECIFICATIONS SLEEVED WHERE REQUIRED. 3. GATE VALVES SHALL BE MUELLER ONLY. IRON BODY, BRONZE MOUNTED, DOUBLE DISC, WITH TWO INCH OPERATING NUT WITH MECHANICAL JOINT HUBS. GATE VALVE SHALL CONFORM IN EVERY RESPECT TO ALL APPLICABLE AWWA STANDARDS. VALVE SHALL BE DESIGNED FOR 200 PSI WORKING AND 300 PSI TEST PRESSURE AND SHALL OPEN LEFT. 4. VALVES SHALL ALSO CONFORM TO THE SPECIFICATIONS OF THE AWWA AS TO SIZE STEM, PITCH OF THREAD, GASKET SEATING AREA SHALL BE FULLY MACHINED TO THE FIXED DIMENSIONS AND TOLERANCES AS PER AWWA SPECIFICATIONS. ALL VALVES SHALL BE PROVIDED WITH "0" RINGS. THE DESIGN OF THE VALVE SHALL BE SUCH THAT THE SEAL PLATE CAN BE FITTED WITH NEW "0" RINGS WHICH THE VALVE IS UNDER PRESSURE IN THE FULLY OPEN POSITION. 5. HYANNIS WATER SYSTEMS APPROVED CONTRACTOR AND INSPECTOR REQUIRED. 6. A REPRESENTATIVE OF THE TOWN OF BARNSTABLE WATER SUPPLY DIVISION MUST WITNESS THAT EXISTING SERVICES ARE CUT AND CAPPED AT THE WATER MAIN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE WATER SUPPLY DIVISION AND SCHEDULE AN INSPECTION. SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 4 FOR CONSTRUCTION NOTES AND LEGEND FILE: 2827.01—SITE—R1 Designed by : SCALE CHAR PREPARED FOR: UTILITY PLAN Sheet of � Drawn by : lvl , 1190 FOR 5 10 ® Checked b SCALE 1" = 30' � ,33 LAHAM MANAGEMENT AND LEASING, INC. CADILLAC CAPE COD ID AllOn IC DESIGN ENGINEERS, INC. y 0 15 30 45 ��� � 500 YARMOUTH ROAD JOB NUMBER _-= Survey chk. by : 1 PGB 11-10-16 ADDRESS SITE PLAN REVIEW COMMENTS HYANNIS, M ASSACH U SETTS P.O. Box 1051, Sandwich, MA 02563 (508) 888 — 9282 Approved b DATE`` No. BY DATE REVISION HYANNIS, MASSACHUSETTS 02601 SEPTEMBER 29, 2016 2827.01 PP Y . TEST PIT #1 - ELEVATION = 35.3' TEST PIT #2 - ELEVATION = 35.3' TEST PIT #3 - ELEVATION = 36.3' N/Jr TOWN OF BARNSTABLE C/O BARNSTABLE MUNICIPAL AIRPORT MAP 345 LOT 3 N/F JOHN P MERLESENA MERLESENA EALTY CORP MAP 345 LOT 18 34.24 PROPOSED N/F SUBSURFACE KE14N M & INFILTRATION MAR✓ORIE A YER- YSTEM SULLIVAN i PROPOSE S IL ABSORPTION MAP 345 LOT 22 , 34,16 SYSTEM. 62, LONG x 36' A 2 ; -R WIDE LEACHING BED ... . - .0 . • °' ' ..16 1I , ` 36.85 4• r 15.8'X'. At' A\p 4.351 37.17 PROPOSED INSPECTION PORT --� (TYP OF 5) ROPOSED 6-OUTLET, H2O DISTRIBUTION BOX (WIGGINS7,4, PRECAST DB-6. H2O OR --� APPROVED EQUAL) S \ C PROPOSED 2 COMPARTMENT 5,000 GALLON, H2O SEPTIC TANK (WIGGINS PRECAST H2O OR APPROVED EQUAL) - SEE DESIGN FORMULA FOR MINIMUM OMPA TMENT SIZES 37.91 ALL WATER LINES WITHIN 10 FEET OF SEWER, VENT, DRAINAGE, OR GAS LINES SHALL BE ENCASED IN POLYETHYLENE WRAP/TUBE PER HYANNIS WATER DEPT - SPECIFICATIONS (SEE DETAIL). CLOUDED AREAS DENOTE WHERE ENCASEMENT WILL BED NECESSARY38. PROPOSED 1,500 GALLON INDUSTRIM- WASTE HOLDING TANK "TIGHT TANK" PER 314 CMR 18.0 FOR SERVICE BAY V -HAZARDOUS WASTETER DISPOSAL 37. BENCHMARK: MAG NAIL IN SIDEWALK ELEV.=37.94' (NAVD 88) 37. AUTO GUYS LLC MAP 345 LOT 2-1 DEPTH BOTTOM SOIL SOIL REDOXIMORPHIC FROM OF LAYER SOIL TEXTURE COLOR FEATURES OTHER SURFACE ELEV. HORIZON (USDA) (MUNSELL) (MOTTLES) (INCHES) (FEET) 0-18 33.8 MIXED FILL 18-27 33.0 BW LOAMY SAND 10 YR 4/4 NONE FRIABLE 27-138 23.8 C MEDIUM SAND 10 YR 5/4 NONE LOOSE ilo moll ll� X�\Vl 4.25 %IiIIIIIIIIv 04 1 SOIL EVALUATION BY: DAVID D. COUGHANOWR, CERTIFIED SOIL EVALUATOR #461 ECO-TECH RAPID RESPONSE WITNESSED BY: DONALD DESMARAIS, TOWN OF BARNSTABLE HEALTH AGENT DATE: NOVEMBER 3. 2016 PERCOLATION RATE: <2 MIN/INCH (PERFORMED IN C SOILS 0 82% ELEV-28.5') DEPTH TO GROUNDWATER: NO GROUNDWATER ENCOUNTERED TEST PIT #4 - ELEVATION = 36.3' DEPTH BOTTOM SOIL SOIL REDOXIMORPHIC FROM OF LAYER SOIL TEXTURE COLOR FEATURES OTHER SURFACE ELEV. HORIZON (USDA) (MUNSELL) (MOTTLES) (INCHES) (FEET) 0-28 33.0 MIXED FILL 28-138 23.8 C MEDIUM SAND 10 YR 5/4 NONE LOOSE DEPTH BOTTOM SOIL SOIL REDOXIMORPHIC FROM OF LAYER SOIL TEXTURE COLOR FEATURES OTHER SURFACE ELEV. HORIZON (USDA) (MUNSELL) (MOTTLES) (INCHES) (FEET) 0-12 35.3 Ap LOAMY SAND 10 YR 3/2 NONE FRIABLE 12-32 33.6 BW LOAMY SAND 10 YR 4/6 NONE FRIABLE 32-144 24.3 C MEDIUM SAND 10 YR 5/6 NONE LOOSE AREA X 35.42 X37.62 />- PROPOSED 5' OVERDIG CA --..-. 36.66 / O �• / / 7A• o D I v / 62' �� 34.20 m I / ; •M YL �.L ::. ice• I Art 71 s• � o � •., N F y I s `ti• T I 3. _.ai:! DOG HOUSE 37.5 i < 8 / O ._'`.,...' _•,*.L:,_,;':.:,:,,;.•r.�ti/ \ REALTY LLC 34.22 MAP 345 I I 42.4 O ..�.;� •:�• ti,��:�:.,�..' I LOT 20 8 .: 70.7• 1 '� 3�.0 Imo ' V .41 I CLEANOUIR T •' \I \ / 34.19 01 7 \ / 4.46 C 36 , O I G VAN G x37 G `5 G G ] G 53 I X 3 46 X 35.42 �X 3 1d / �� 34.23 37 rN ^ - /CLEA:01.11�§f ion".'■.' - 3s - \ \ C'l K 1 37.48 1 j -- ... y - - ., 1 ♦ : u • a► <+ . 6 A. ` ` :. o ' a.. 4 r . a a 7 32f y . ' x/. ' ` 1} 34.52a _i a.�... :e• •• - O I a�: . ' 720 I �+ /c ` ` I 4,4414 u ':4 ° PROPOSED 4 I I O EL 40 o I 6" SCH. 40 PVC 0- SCH. TO ROC F , L '-- 1.1% FROM BUILDING I bC34. TO SEPII T e •:':. ' ' • � � 34.45 t-'7lf-I I I 1_ 37. 9` V. PROPOSED CAPE COD CADILLAC I j I\ % I: DEALERSHIP BUILDING o [GROSS FLOOR AREA=22,376 S.F. - �' / �, s� 34.53 X36.74 F.F.=38.5 X X 36.66 J X 5.57 35.44 D9 X 9 34 `\ N � !�•. ( ❑ 5.2 _ , �f'3T-99 69 C� � Ct 10 RM CONDUIT 331 I io X 369�7 X 35.1 / •\U1 , M� •o � To�'�4 \ • ` • ROPOSED 4 PVC DRAIN / TO "TIGHT TANK" \9 >✓q \\ 10•3�4^ 'Mitt 4 (13 LF 0 2% MIN SLOPE) 0 010 PROPOSED SUBSURFACE 1 INFILTRATION cwn S IEM. .. o I X 37.29\ �,.... :.: .. , �.4 8.49 0 90-1 TC -i \ O W I I 000 D I O I D 3) D-� D 0 0 1 O v z7 Or/ ff1 I X35.11\ \11il 1 N I X3V.10 LM--2 3?LLC \Os 37.49 I w MAP 344 LOT 76-1 \ EXISTING SEWAGE FLOW CALCULATIONS* (ESTIMATES BASED UPON TITLE 5) CATEGORY 011 SEWAGE FLOW ESTIMATE DESIGN FLOW (GPD) RETAIL 2,182 S.F. 50 GPD/1000 S.F. 109.1 OFFICE 2,432 S.F. 75 GPD/1000 S.F. 182.4 SERVICE 14 SERVICE BAYS 150 GPD/BAYS TBTAC 2,100 * EXISTING FLOOR AREAS ARE BASED UPON INTERIOR AS -BUILT BY ATLANTIC DESIGN ENGINEERS, INC. IN JUNE OF 2016. SOIL EVALUATION BY: DAVID D. COUGHANOWR, CERTIFIED SOIL EVALUATOR #461 ECO-TECH RAPID RESPONSE WITNESSED BY: DONALD DESMARAIS, TOWN OF BARNSTABLE HEALTH AGENT DATE: NOVEMBER 3, 2016 PERCOLATION RATE: N/A DEPTH TO GROUNDWATER: NO GROUNDWATER ENCOUNTERED SEPTIC SEPTIC TANK SETBACKS (M LEACHING FACILITY PROPERTY LINES 10' PROPERTY LINES 10' CELLAR WALL 10' CELLAR WALL 20' WELL 50' WELL 100' DRYWELL 10' DRYWELL 25' N/F MAP 345 LOT 33 (COMM. CONDO. UNITS) 1 PROPOSED SEWAGE FLOW CALCULATIONS* (ESTIMATES BASED UPON TITLE 5) CATEGORY AMOUNT Ian SEWAGE FLOW ESTIMATE DESIGN FLOW (GPDj 50 GPD/1,000 S.F. 299.1 RETAIL 5,982 S.F. OFFICE 1,859 S.F. 75 GPD/1,000 S.F. 139.4 SERVICE 8 SERVICE BAYS 150 GPD/BAY TM AC 1,200 . • SEWAGE ESTIMATES BASED UPON AREAS MEASURED IN A CADD FILE OF PROPOSED FLOOR PLAN PROVIDED BY GENSLER. NET SEWAGE FLOW REDUCTION = 753 GPD Designed by Drawn by : a n i c DESIGN ENGINEERS, INC. Checked by Survey chk. by P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 Approved by SOIL EVALUATION BY: DAVID D. COUGHANOWR. CERTIFIED SOIL EVALUATOR #461 ECO-TECH RAPID RESPONSE WITNESSED BY: DONALD DESMARAIS, TOWN OF BARNSTABLE HEALTH AGENT DATE: NOVEMBER 3, 2016 PERCOLATION RATE: N/A DEPTH TO GROUNDWATER: NO GROUNDWATER ENCOUNTERED TEST PIT #5 - ELEVATION = 36.8'f DEPTH FROM BOTTOM OF LAYER SOIL SOIL SOIL REDOXIMORPHIC SURFACE ELEV. HORIZON TEXTURE COLOR FEATURES OTHER (INCHES) (FEET) (USDA) (MUNSELL) (MOTTLES) 0-12 35.3 Ap LOAMY SAND 10 YR 3/2 NONE FRIABLE 12-32 33.6 BW LOAMY SAND 10 YR 4/6 NONE FRIABLE 32-144 24.3 C MEDIUM SAND 10 YR 5/6 NONE LOOSE DEPTH BOTTOM SOIL SOIL REDOXIMORPHIC FROM OF LAYER SOIL TEXTURE COLOR FEATURES OTHER SURFACE ELEV. HORIZON (USDA) (MUNSELL) (MOTTLES) (INCHES) (FEET) 0-2 36.6t - BIT. CONC - - - 2-12 35.8t FILL - - - - 12-24 34.8f B LOAMY, COARSE SAND 10 YR 4/4 NONE MASSIVE, V. FRIABLE 24-126 26.3t C GRAVELLY 10 YR 6/6 NONE SINGLE GRAIN. COARSE SAND LOOSE SOIL EVALUATION BY: BERNARD J. YOUNG A.M. WILSON ASSOC. WITNESSED BY: DONNA MIORANDI DATE: FEBRUARY 22, 2000 PERCOLATION RATE: <2 MIN NCH DEPTH TO GROUNDWATER: NO GROUNDWATER ENCOUNTERED • INFORMATION OBTAINED FROM PLAN ENTITLED "PROPOSED SEPTIC SYSTEM UPGRADE, PREPARED FOR: CENTRAL CAPE DODGE, LOCATED AT 600 YARMOUTH ROAD, HYANNIS, MA 02601" DATED SEPTEMBER 6, 2002, PREPARED BY JC ENGINEERING, INC. PROPOSED PAVEMENT CLEAN BACKFILL MIN. 9 INCHES 2 M LAYER OF ::::::......................... ................................................................................................................ ::......... ............... 1/8" TO 1/2" SOIL EVALUATION BY: DAVID D. COUGHANOWR, CERTIFIED SOIL EVALUATOR #461 ECO-TECH RAPID RESPONSE WITNESSED BY: DONALD DESMARAIS, TOWN OF BARNSTABLE HEALTH AGENT DATE: NOVEMBER 3. 2016 PERCOLATION RATE: N/A DEPTH TO GROUNDWATER: NO GROUNDWATER ENCOUNTERED • � IT il7��A IT iT: � �►��� '.�T. ELT<.� A �1�I`�:v�l �, �ZcLT`L r �.'-�ZLr�L�����'?L=:.i Y Y.e!T "' i!r ';+�Y +rYf!x,!C :IY �!Y-s!X � ,! ,!�`*rt ;!Y ;«T:;sY; , kTO I! I Y MZ`.<`J'!'�v^ M1`�'�2•rY'�.�Y�'LX'�`' ���j'�t'r�•%a; �'" > x`L^ tyx� r1�X �•"✓•`�I •si%`'= Y�= T sXs� .�X :�Y...�Y.�Y'•:�?��rY::�Y��+rT::rY .��2::w:.�Y��..T::�Y��.�X:�Y��.�.-:�T���Y::�Y-���rT-.�Y:arT-a � FEMALE ADAPTOR AMAICIR•x W/ PLUG FINISHED GRADE : 8•: PIPE M NFlLL •.t NO STONES LAF THAN 8 DIAME WYE BRANCH '.... 45' BEND r ZYPICAL o �F, • os` `E� N OR SERVICE NOTE: REFER TO SEWER USH STONE BEDDING TRENCH SECTION DETAIL 3%4• MINIMUM NOT TO SCALE 4" PVC VENT LOCATION TO VENT ON ROOF TO BE COORDINATED WITH THE OWNER AND ARCHITECT PROVIDE INSECT SCREEN ON OPENING SOIL PROPOSED BUILDING ABSORPTION SYSTEM EDGE OF FIELD ATTACH PIPE TO J PROPOSED BUILDING - PERFORATED PROPOSED BUILDING PVC PIPE COLLECTOR bx� PLAN VIEW VENT DETAIL PIPE W NOT TO SCALE PLAN VIEW SCREW TYPE CAP FINISHED GRADE 12w FLUSH MOUNTED CAST IRON ROAD 4" PER BOX WITH REMOVABLE COVER SET IN 18" x 18" OCONCRETE COLLAR. EXTEND TO NATURAL SOIL NATURALLY OCCURING SOIL INSPECTION PORT NOT TO SCALE DETAIL DESIGN FORMULA: NO GARBAGE GRINDER ALLOWED WITH THIS DESIGN SYSTEM REQUIRED PROVIDED DAILY FLOW: 8 SERVICE BAYS x 150 GPD/BAY 1,200 GPD 5,982 SF RETAIL 0 50 GPD/1,000 SF 299.1 GPD 1,859 SF OFFICE 0 75 GPD/1,000 SF 139.4 GPD LEACHING AREA: 62' x 36' LEACHING BED 2,232 SF LEACHING CAPACITY: SIDEWALL: 2,232 SF x 0.74 GAL/SF 1,639 GPD 1,652 GPD SEPTIC TANK (2 COMPARTMENT): 1ST COMPARTMENT = 2 x DAILY FLOW 3,278 GAL 2ND COMPARTMENT = 1 x DAILY FLOW 1,639 GAL TOTAL' 4,917 GAL 5,000 GAL LEGEND EOP EXISTING EDGE OF PAVEMENT EOP/VCC EXISTING EDGE OF PAVEMENT W/ VERTICAL CONCRETE CURB - - - -35- - - - EXISTING 5' CONTOUR LINE - - - -3s- - - - EXISTING 1' CONTOUR LINE X35.42 EXISTING SPOT ELEVATION P 4 EXISTING WATER GATE EXISTING WATER SHUT-OFF X EXISTING FIRE HYDRANT GV EXISTING GAS GATE EXISTING GAS LINE OHW EXISTING OVERHEAD WIRE � EXISTING UTILITY POLE EXISTING GUY WIRE �x EXISTING LIGHT POLE 0 EXISTING SIGN ^ EXISTING CHAINLINK FENCE --J/G U/G EXISTING UNDERGROUND ELECTRIC �EHH EXISTING ELECTRIC HAND HOLE ❑ EXISTING DRAINAGE CATCH BASIN 0 EXISTING MANHOLE COVER 0 EXISTING SEPTIC TANK COVER Q EXISTING MONITORING WELL �IHH EXISTING IRRIGATION HAND HOLE CCB PROPOSED EDGE OF PAVEMENT W/CAPE COD BERM VGC PROPOSED EDGE OF PAVEMENT W/VERTICAL GRANITE CURB MCC PROPOSED EDGE OF PAVEMENT W/ MONOLITHIC (CAST -IN -PLACE) CURB PROPOSED CHAINLINK FENCE PROPOSED STOCKADE FENCE 35 PROPOSED 5' CONTOUR LINE PROPOSED 1' CONTOUR LINE 07•8 PROPOSED SPOT ELEVATION TC PROPOSED TOP OF CURB 810 PROPOSED BOTTOM OF CURB -0 PROPOSED DRAINAGE FLOW ARROWS D PROPOSED DRAINAGE LINE ® PROPOSED DRAINAGE MANHOLE ■ PROPOSED CATCH BASIN PROPOSED DOUBLE CATCH BASIN 0 0 o PROPOSED WATER QUALITY INLET (OIL/WATER SEPARATOR TANK) S PROPOSED SEPTIC LINE W PROPOSED WATER LINE PROPOSED UNDERGROUND U/c ELECTRIC LINE - PROPOSED EROSION CONTROL ® PROPOSED RIP -RAP # PROPOSED LIGHT POLE ROUTE 6 EXIT 7 01� v LOCUS n 28� '\- OLD YARMOUTH ROAD LOCUS MAP GENERAL NOTES: SCALE: 1 "=2,000't 1. RECORD OWNER(S): JOSEPH LAHAM 500 YARMOUTH ROAD HYANNIS, MASSACHUSETTS 02601 2. THE LOCUS PROPERTY IS SHOWN AS PARCELS 21-1 AND 29 ON THE TOWN OF BARNSTABLE ASSESSOR'S MAP 345. 3. THE EXISTING CONDITIONS SHOWN HEREON ARE BASED UPON A FIELD SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. IN NOVEMBER OF 2015 THE TOWN OF BARNSTABLE GIS SYSTEM. 4. EXISTING UNDERGROUND UTILITIES INFORMATION IS BASED UPON PLANS AND AS -BUILT INFORMATION ON RECORD AND SURFACE FEATURES AND IS NOT THE RESULT OF A SUBSURFACE SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. 5. THE PROPERTY IS ZONED AS BUSINESS DISTRICT (B) PER THE TOWN OF BARNSTABLE ZONING MAP. 6. THE PROPERTY LIES WITHIN FLOOD ZONE X BASED UPON A REVIEW OF FEMA'S FIRM PANEL NUMBER 250001CO567J, PRELIMINARILY DATED JULY 16. 2014. THIS AREA IS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 7. THE PROPERTY LIES WITHIN A ZONE II BASED UPON REVIEW OF THE TOWN OF BARNSTABLE GIS SYSTEM. 8. THE PROPERTY LIES WITHIN THE WELLHEAD PROTECTION OVERLAY DISTRICT BASED UPON REVIEW OF THE TOWN OF BARNSTABLE GIS SYSTEM. 9. THE PROPERTY DOES NOT LIE WITHIN AN ESTIMATED HABITAT OF RARE WILDLIFE OR A PRIORITY HABITAT OF RARE SPECIES BASED UPON REVIEW OF THE NATURAL HERITAGE AND ENDANGERED SPECIES PROGRAM 2008 MAPS OBSERVED ON THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. 10. THE PROPERTY DOES NOT LIE WITHIN AN AREA OF CRITICAL ENVIRONMENTAL CONCERN BASED UPON A REVIEW OF THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. SEPTIC NOTES: 1. ALL DIMENSIONS ARE PERPENDICULAR TO THE PROPERTY LINES. 2. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN COMPLIANCE WITH THE STATE SANITARY CODE TITLE V AND THE LOCAL BOARD OF HEALTH REQUIREMENTS. 3. ANY CHANGE TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND DESIGN ENGINEER. 4. BEFORE BACKFILLING THE SYSTEM, THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND BOARD OF HEALTH TO INSPECT. 5. HEAVY EQUIPMENT SHALL NOT TRAVEL OVER DISPOSAL SYSTEM DURING OR AFTER CONSTRUCTION. 6. TIGHT JOINT (T.J.) PIPING SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) PIPE, SCHEDULE 40. ALL PIPES TO BE LAID ON FIRM BASE AND TO BE WATERTIGHT. ALL CONNECTIONS AND JOINTS SHALL BE MECHANICALLY SOUND AND TIGHT. 7. DISTRIBUTION BOX SHALL BE WATER TESTED FOR LEVELNESS. DISTRIBUTION BOX SHALL HAVE AN INLET TEE EXTENDING TO ONE INCH ABOVE THE OUTLET INVERT ELEVATION. 8. THE DESIGN ENGINEER SHALL CERTIFY INSTALLATION. 9. ALL SEPTIC SYSTEM COMPONENTS SHALL BE REQUIRED TO WITHSTAND H_ 20 LOADING. 10. EXISTING LOT SERVED WITH TOWN WATER SERVICE. 11. CONTRACTOR SHALL REMOVE ALL UNSUITABLE MATERIALS (ORGANICS, FILL, A AND B LAYER SOILS) WITHIN 5 FEET ALL AROUND AND UNDER THE PROPOSED LEACHING FIELD AND REPLACE WITH SAND CCNFORMING TO 310 CMR 15,255(3). WIGGINS PRECAST 5,000 GALLON H2O WIGGINS PRECAST DB9 H2O PROPOSED OVERDIG; OVERDIG UNTIL OR APPROVED EQUAL OR APPROVED EQUAL C LAYER IS ENCOUNTERED (SEE NOTE 11) FINISHED FLOOR -2 COMPARTMENT SEPTIC TANK- -DISTRIBUTION BOX- ELEVA110N=38.5' PROVIDE RISER AND COVER PROVIDE RISER 4" PERFORATED PVC, SCH 40 0 TO FINISHED GRADE AND COVER TO 62' LONG x 36' WIDE LEACHING BED 0.5% SLOPE WITH 3/8" MIN. AND WITHIN 6" OF -SOIL ABSORPTION SYSTEM- 5/8" MAX. PERFORATIONS FINAL GRADE PROPOSED SEWER F.G.= 36.75' TO 36.6' F.G.=36.55'f F.G.=36.55'f T 6.1'f F.G.=35.6'f TO 35.3'f LINE OUT OF • BUILDING OUT w 3' MAX. COVER 6" UMP PROVIDE 6" OF J" TO 1i MIN• 9" MIN. COVER MINA TOP OF STONE 3' MAX. COVER " 9 MIN. COVER PROVIDE 2" OF I" TO DOUBLE WASHED STONE 5 35.00 18 f A ELEV. 33.60' TYP WASHED STONE (TYP) ( ) (TYP) ELEV. z OUT- INi OUT I I I N �.,.: �.t: •f _ ✓•:sy�. ■ 6 PVC 0 1.1% .. IN -c r G wovf .... •. •. :•�•. •S� •• s.J i J•:•Y•:•i J•:•}-✓'.sy'. ✓•:°i'`�y .•:► ✓ . ✓.:iy:•.✓r�•'✓•�•'✓•� '✓.•'✓:••.. ✓.. ✓•:•Y•. ✓•:•Y•. ..s.•... •.:;..•..•.•::• •°•' :• '••••' :• '..°.•;.°. •.. • !•. Y••:,.•`" :.j•<. :•�: ''✓•::�✓•• ✓•:°'l.:-y.� • ✓•• " f•: Y.: "Y•� y': • J • ��.• " J••i" ✓ •• ✓ Y -y .1•: •Y. ✓•• •Y• :.• '✓• •y��: Y•: .5i ED.5 COMPARTMENT 1 T 0 1.6% 4 PVC 0' 3,278 GAL (MIN) , 1% MIN.(TYP) BOTTOM OF BED a i • ' ELEV. ELEV.=32.29 33.85' .' 33.30' 3360 ELEV. •.•... .• ..• • . ELEV. ELEV. ELEV. PROVIDE LEVEL 6" , 106 f COMPACTED CRUSHED 8 f STONE BENEATH SEPTIC PROVIDE LEVEL 6" 62' LONG x 36' WIDE LEACHING BED TANK 10 L1 & L6=20' BOTTOM OF BED LEVEL FOR ENTIRE LENGTH COMPARTMENT 2 COMPACTED CRUSHED L2 & L5=15' STONE BENEATH NOTES: 1,639 GAL. (MIN) DISTRIBUTION BOX L3 & L4=11' 1. THE OUTLET TEE IS TO BE FITTED WITH A GAS 2. SEPTIC TANK SHALL BE 3. SEPTIC TANKS SHALL BE PROVIDED WITH AT BAFFLE AND EFFLUENT TEE FILTER. USE ZABEL EMBOSSED WITH SEAL STATING LEAST THREE 20" DIAMETER MANHOLES WITH PROPOSED SEPTIC SYSTEM PROFILE MODEL OR APPROVED EQUIVALENT. CONFORMANCE WITH ASTM C READILY REMOVABLE IMPERMEABLE COVERS OF 1227-93• DURABLE MATERIAL (NOT TO SCALE) SCALE I' SCALE 1 = 30 33 - 0 15 30 45 , 1 PGB 11-10-16 ADDRESS SITE PLAN REVIEW COMMENTS DATE ;. NO. BY DATE REVISION PREPARED FOR: LAHAM MANAGEMENT AND LEASING, INC. 500 YARMOUTH ROAD HYANNIS, MASSACHUSETTS 02601 32.79 5' MINIMUMr SEPARATION TO HIGH GROUNDWATER SEPTIC SYSTEM DESIGN PLAN FOR CADILLAC CAPE COD HYANNIS, MASSACHUSETTS SEPTEMBER 29, 2016 GW ELEVATION <23.8' FILE:2827.01-SITE-R1 Sheet of 6 10 JOB NUMBER 2827.01 N151- TOWN OF BARNSTABLE 0/0 BARNSTABLE MUNICIPAL AIRPORT MAP 345 LOT 3 N/F AUTO GUYS LLC MAP 345 LOT 2-1 PROP. 6' HIGH WHITE VINYL FENCE FOR SCREENING ALONG RESIDENTIAL PROPERTY LINE PROP. FENCED -IN PROP. ARBORVITAES AT 5' O.C. CONCRETE DUMPSTER PAD FOR SCREENING ALONG (45'x2O') RESIDENTIAL PROPERTY LINE (1) AR-OG (1) AR-OG 1 (1) AR—OG 1 (1) AR—OG w GRASS PROPOSED LIGHT POLE. REFER TO LIGHTING DESIGN BY OTHERS (TYP) NM MAR✓ORIE A YER— SULLIVAN 4A y MAP 345 LOT 22 5(0 9 GRASS N/F LM-2 LLC MAP 344 LOT 76-1 GRASS SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 4 FOR CONSTRUCTION NOTES AND LEGEND Designed by Drawn by : an IC DESIGN ENGINEERS, INC. Checked by Survey chk. by P.O. Box 1051, Sandwich, MA 02563 (508) 888 — 9282 Approved by : N/F ✓OHN P MERLESENA MERLESENA REAL TY CORP MAP 345 LOT 18 (1) AR—OG (1) AR—OG N DOG HOUSE REAL TY LLC MAP 345 LOT 20 PROPOSED BLACK CHAINLINK FENCE WITH BLACK VINYL SLATS (TYP) (1) AR—OG ~" O xsp. EXISTING OVERGROWN BRUSH/VEGETATION ALONG OLD YARMOUTH ROAD TO BE CLEARED AND REPLACED WITH GRASS (TYP) (1) AR-OG x�yN Ln 1 1 1 1 „r 1 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1 o � 1 GRASS ALL LANDSCAPED AREAS TO BE PROPERLY IRRIGATED. IRRIGATION DESIGN BY OTHERS N/F MAP 345 LOT 3.3 (COMM. CONDO. UNITS) SCALE', SCALE 1" = 30' .0 33, 0 15 30 45o ,, 1 PGB 11-10-16 1 ADDRESS SITE PLAN REVIEW COMMENTS DATESA" N0. BY DATE REVISION GROUND COVER SPECIES VARIES — REFER TO SCHEDULE SPACING BULBS (SEE SCHEDULE) r 6" DEEP DAYLILIES - 3" BARK MULCH 12" PREPARED TOPSOIL 4" SCARIFIED SUBGRADE SUBGRADE NOTE: WRAP DECIDUOUS TREES (1" CAL.+) WITH BURLAP OR ASPHALTIC KRINKLE KRAFT TREE WRAP. EVERGREEN - ,'" DECIDUOUS - PRUNE BACK ON -SITE GROUND LINE BE AS _ GROUND .25" SPRAY W ANTIDESSICANT EXISTED AT NURSERY '� IF FOLIAGE PRESENT. OF 1 y 2.5" X 10 CEDAR GAUGE 20' AROUND TREE r * i STAKE 7' EXPOSED WITH TURNBUCKLE—,.,, i — 2 PER TREE ' 2" MULCH 4" SOIL SAUCER i i ••••• ACKFILL W/3:1 2'x2"x2" STAKE :. TOPSOIL & PEAT MOSS. FLUSH TO FIN. LVOSEN SUBSOIL WATER EACH LAYER GRADE 12" MIN a4�6" UNTIL SETTLED i MIN EVERGREEN TREE i DECIDUOUS *TURN BACK BURLAP TREE FROM TOP OF BALL NOTE: STREET TREES OF NURSERY STOCK CONFORMING TO THE STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN (NOT TO SCALE PLANTING AND LANDSCAPING NOTES: 1. ALL PLANT MATERIAL TO BE INSPECTED AND SEALED BY LANDSCAPE ARCHITECT. 2. ALL PLANT LOCATIONS SHALL BE STAKED IN THE FIELD, AND REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 3. NO SYNTHETIC BALL WRAP WILL BE ACCEPTED. ALL BALL WRAP SHALL BE REMOVED FROM THE TOP 2/3 OF THE BALL AFTER PLANT HAS BEEN PLACED IN HOLE TO PROPER ELEVATION. 4. ALL PLANTS SHALL BE FLOODED WITH WATER AT TIME OF PLANTING AND AGAIN 24 HOURS LATER, BEFORE PLACEMENT OF ENTIRE BACKFILL AND BARK MULCH. 5. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE DETAILS PROVIDED FOR ADDITIONAL PLANTING REQUIREMENTS. 6. THE LANDSCAPE CONTRACTOR SHALL IMMEDIATELY REPLACE ANY PLANT MATERIAL THAT IS NOT HEALTHY AND VIGOROUS PRIOR TO FINAL INSPECTION OF THE PLANTING, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE PLANTS FOR 2 YEARS AFTER THE DATE OF ACCEPTANCE. 7. ALL DISTURBED AREAS TO BE LOAMED AND SEEDED. 8. THE TREES PLANTED SHALL HAVE TEMPORARY LABELS SO THAT INSPECTORS CAN DETERMINE THAT THE REQUIRED SPECIES HAVE BEEN PLANTED. 9. WHERE GRASS IS TO BE PROVIDED, A MINIMUM OF 6" OF LOAM SHALL BE APPLIED PRIOR TO THE APPLICATION OF THE GRASS SEED MIXTURE. 10. SHRUBS TO BE V FROM EDGE OF PAVEMENT/BERM GUTTERLINE OR TO THE MAXIMUM EXTENT FEASIBLE. 11. ALL LANDSCAPED AREAS ARE TO BE PROPERLY IRRIGATED. DESIGN BY OTHERS. PLANT SCHEDULE TREE5 QTY BOTANICAL NAME AR-OG 14 Acer rubrum 'October Glory' 5HRUB5 QTY BOTANICAL NAME AC 9 Amelanchler canaden5m CK3 10 Cornus sencea ' Kclseyl' TO-EG 35 Thula occldentahs 'Emerald Green' GROUND COVER5 QTY BOTANICAL NAME IV 6 Ins vermcolor PREPARED FOR: LAHAM MANAGEMENT AND LEASING, INC. 500 YARMOUTH ROAD HYANNIS, MASSACHUSETTS 02601 COMMON NAME October Glory Maple COMMON NAME 5hadblow 5ervlceberry Kelsey) Dogwood Emerald Green Arborvitae COMMON NAME Blue Flag CONT CAL 51ZE 545 3-3.5" CAL. CONT CAL 51ZE B 4 B 4-5' hgt. 3 gal 2-3' hgt. B 4 B G-8' HT. CONT I gal LANDSCAPE PLAN FOR CADILLAC CAPE COD HYANNIS, MASSACHUSETTS SEPTEMBER 29. 2016 SPACING 18" o.c. FILE: 2827.01—SITE—R1 Sheet of 7 1 10 JOB NUMBER 2827.01 AP SERVICE AND CAPP N/F TOWN OF BARNSTABLE C/O BARNSTABLE MUNICIPAL AIRPORT MAP J45 LOT 3 EXISTING WATER VALVE AND 3717 WATER SERVICE TO BE REMOVED (CUT AND CAPPED AT THE MAIN) PER HYANNIS WATER DEPT. SPECIFICATIONS 37.4 37.9QI PROPOSED SAWCUT (TYP) PROX. EXISTING WATER TO BE REMOVED (CUT ED AT THE MAIN) PER HYANNIS WATER DEPT. SPECIFICATIONS EXISTING UNDERGROUND ELECTRIC LINE TO BE REMOVED PER UTILITY SPECIFICATIONS 38.1 PORTION OF EXISTING CURBING AND SIDEWALK TO BE REMOVED 38. �a � � I o 38 EXISTING LIGHT POLE TO BE REMOVED EXISTING UTILITY POLE AND OVERHEAD WIRES TO BE RELOCATED 1= 0 EXISTING i ELECTRIC 1 HAND HOLE I TO REMAIN I 3:x I0 EXISTING SITE SIGN TO BE REMODELEDI 38.03y BENCHMARK: MAG NAIL IN SIDEWALK ELEV.-37.94' (NAVD 88) N/F AUTO GUYS LLC MAP 345 LOT 2-1 38. WA 37. 37 EXISTING CHAINLINK FENCE TO BE REMOVED N/F Kf-WN M & MAR, ORIE A YER- SULLIVAN EXISTING LIGHT MAP 345 LOT 22 POLE TO BE REMOVED / / / EXISTING IRRIGATION / HAND HOLE TO REMAIN / ✓ 83 , j .52 \ r r 7 1 , X 35.66 r / .05 J t HH / ,t X 37.43 , \ EXISTING 38.03 ,�$ PAVEMENT TO j 1P-3 BE REMOVED e TP-4 \ / X37.62 // O EXISTING / X36.66 w / LIGHT POLE TO / BE REMOVED / / / EXISTING GAS LINE EXISTING' EXISTING GUY POLE TO REMAIN 34.24 i 34.24 \ \� X 34.35 ri 0 IP-2 \ X \I X35.42 ' EXISTING WATER VALVE TO BE REMOVED PER HYANNIS WATER DEPT. SPECIFICATIONS 34.16 \ W 34.20 AND GATE VALVE TO BE REMOVED MANHOLES, EXISTING SOIL / ABSORPTION SYSTEM PER UTILITY CATCH TO BE REMOVED � SPECIFICATIONS BASINS AND PIPING TO / x 3. 37.58 / X36.47 BE / I REMOVED 34.22 / / /�� .41 w w EXISTING DISTRIBUTION \ BOX TO BE REMOVED / / / 34.19 c ) w EXISTING 3,000 \ `33-8�--�� -�• / �� GALLON SEPTIC X34.46 7 wv /TANK TO BE REMOVED \ mjo,- I 36.5 35.4 34` .-- / \X 34 34.2 m \ S _ - _ 35- '\ 1 36 1-1 34. 37.48 EXISTING AC UNIT :• .:...: .:..: , , :.; .:• :: LXXXWXXN N0637 AND CONCRETE PADON -foo. 38.49 i 1 1 TO BE REMOVED • i};C34. N/F ✓OSEPH LAHAM Jul MAP 345 LOT 21-2 IX34.3 CONCRETE ' EXISIING BUILDING, EXISTEXISTING CONCR G CONCRETE I I II SIDEWALKS TO OVERHANGS AND APRONS TO BE REMOVED FOUNDATION TO BE REMOVED . • BE REMOVED I I EXISTING CONCRETE i bC34.48 PADS/LANDINGS TO BE REMOVED X 3 39 .... 37. 36.7 36.2 - "137.4 / X36.66 / �'\ EXISTING z PAVEMENT TO' m BE REMOVED '\ X 36 ,�7 X 35.' EXISTING LIGHT \ �� POLE TO s\ BE REMOVED \ ^ \ 4 X 37.29\ \ \ EXISTING MANHOLE \ TO BE REMOVED / L6T 21 / L.C.C� 28708J � I X 37.25/ / I LL� X3V.10 EXISTING LIGHT POLE TO BE REMOVED I tionlic DESIGN ENGINEERS, INC. P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 III �II ll/ Z7-r----�-- NOTE: ALL WATER LINES TO I BE CUT AND CAPPED AT THE WATER MAIN PER HYANNIS WATER DEPT. SPECIFICATIONS r 5.74 -- X35.25 X35.57 X35.44 m A/ 1� 35- N/F ✓OHN P MERLESENA MERLE -SE -NA REAL TY CORP MAP 345 LOT 18 EXISTING CHAINLINK FENCE TO BE REMOVED EXISTING CATCH BASINS TO BE REMOVED 3 O d n� 34.52C� �O �x 4.44" ya x%=) 34.45 �L 2 34.53 35.2 5.2 r9 34.8 34.69 / E ISTIN P VEM NT ® -�X33. TO E EMO D �S / EXISTING WATER SHUT-OFF / VALVE TO BE REMOVED \ PER HYANNIS WATER X 4.05 / \ DEPT. SPECIFICATIONS / \ X3: EXISTING CATCH BASINS TO / BE REMOVED / \ 34.00 X34.75 \ 1 EXISTING MONITORING X WELLS TO BE REMOVED 1 N/F EXISTING ✓OSEPH LAHAM CATCH �1 MAP 345 LOT 29 \\ BASIN TO BE REMOVED SAWCUT AND REMOVE ®\ 33.11 EXISTING PAVEMENT ALONG X34.18 \ PROPERTY LINE EXISTING PAVEMENT TO BE REMOVED \ \ X 3; X 35.11\ \V, u• w s� \ X 34.56 X 36.06 X 35.28 \\ 0 \ N/F LM-2 LLC MAP 344 LOT 76-1 Designed by Drawn by : _ Checked by _ Survey chk. by Approved by : _ SCALE SCALE 1" = 30' 0 15 30 45 wv X DATE N/F DOG HOUSE - REAL TY LLC MAP 345 LOT 20 EXISTING OVERGROWN BRUSH/VEGETATION ALONG OLD YARMOUTH ROAD TO BE CLEARED AND REPLACED WITH GRASS (TYP) EXISTING MONITORING N/F WELLS TO REMAIN AND MAP 345 LOT 33 61 RAISED TO FINISHED GRADE (COMM. CONDO. UNITS) 7 1 o \ s / 34.70 s 0 0 1 1 PGB 11-10-16 1 ADDRESS SITE PLAN REVIEW COMMENTS NO. BY DATE REVISION DEMOLITION NOTES: 1. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN STRICT ADHERENCE TO ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 2. LOCATION BUILDING DEMOLITION EQUIPMENT THROUGH THE STRUCTURE AND REMOVE MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING. 3. PROVIDE APPROPRIATE SHORING, BRACING AND SUPPORTS TO PREVENT UNCONTROLLED MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURES TO BE DEMOLISHED (AND ADJACENT FACILITIES, IF APPLICABLE). 4. DEMOLISH AND REMOVE ALL FOUNDATION WALLS, FOOTINGS, SLABS, AND OTHER MATERIALS WITHIN THE AREA DESIGNATED ON THE PLANS. 5. ERECT AND MAINTAIN PROTECTED PASSAGEWAYS IN ORDER TO PROVIDE SAFE PASSAGE FOR PERSONS AROUND THE AREA OF DEMOLITION. 6. CONDUCT ALL DEMOLITION OPERATIONS IN A MANNER THAT WILL PREVENT DAMAGE TO STRUCTURES, ADJACENT BUILDINGS, AND PROPERTY AND IN A MANNER THAT WILL PREVENT PERSONNEL INJURY TO ALL PERSONS. 7. CONDUCT DEMOLITION SERVICES IN SUCH A MANNER TO INSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIED FACILITIES WITHOUT PRIOR WRITTEN PERMISSION FROM THE APPROPRIATE AUTHORITIES. PROVIDE ALTERNATIVE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF REQUIRED. 8. USE WATERING, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS, AS NECESSARY TO LIMIT THE AMOUNT OF AIRBORNE DUST, DIRT, AND DEBRIS. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. RETURN ALL ADJACENT AREAS TO THE CONDITIONS EXISTING PRIOR TO THE START OF WORK. 9. ACCOMPLISH AND PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE UNAUTHORIZED ENTRY OF PERSONS AT ANY TIME. 10. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE DEMOLITION OF STRUCTURES AND FOUNDA11ONS WITH COMPACTED GRAVEL, FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER. MATERIAL FROM DEMOLITION MAY NOT BE USED AS FILL. PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTION IN ORDER TO INSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROZEN MATERIAL, TRASH AND DEBRIS. PLACE FILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. 11. REMOVE FROM THE DESIGNATED SITE, AT THE EARLIEST POSSIBLE TIME, ALL DEBRIS, RUBBISH, SALVAGEABLE ITEMS, HAZARDOUS AND COMBUSTIBLE SERVICES. REMOVED MATERIALS MAY NOT BE STORED, SOLD OR BURNED ON THE SITE. REMOVAL OF HAZARDOUS AND COMBUSTIBLE MATERIALS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROCEDURES AS AUTHORIZED BY THE FIRE DEPARTMENT OR OTHER APPROPRIATE REGULATORY AGENCIES AND DEPARTMENT. 12. DISCONNECT, SHUT OFF AND SEAL PER UTILITY COMPANY SPECIFICATIONS ALL UTILITIES SERVICING THE STRUCTURE(S) TO BE DEMOLISHED BEFORE THE COMMENCEMENT OF THE DESIGNATED DEMOLITION. MARK AND PROTECT FOR POSITION ALL ACTIVE UTILITY LINES THAT ARE TO REMAIN IN SERVICE AFTER DEMOLITION PER UTILITY COMPANY SPECIFICATIONS. CLEARLY IDENTIFY BEFORE THE COMMENCEMENT OF DEMOLITION SERVICES THE REQUIRED INTERRUPTION OF ACTIVE SYSTEMS THAT MAY AFFECT OTHER PARTIES, AND NOTIFY ALL APPLICABLE UTILITY COMPANIES TO INSURE THE CONTINUATION OF SERVICE. 13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DIGSAFE, THE TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS, AND ALL UTILITY COMPANIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION ACTIVITIES FOR LOCATION OF ALL UNDERGROUND UTILITIES AND UTILITY COMPANY AND DPW APPROVALS. 14. A REPRESENTATIVE OF THE TOWN OF BARNSTABLE WATER SUPPLY DIVISION MUST WITNESS THAT EXISTING SERVICES ARE CUT AND CAPPED AT THE WATER MAIN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE WATER SUPPLY DIVISION AND SCHEDULE AN INSPECTION. SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 4 FOR CONSTRUCTION NOTES AND LEGEND SEE SHEET 5 FOR UTILITY NOTES NOTE TO CONTRACTOR ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN HEREON. CONTRACTOR SHALL NOTIFY DIGSAFE PRIOR TO COMMENCING DEMOLITION ACTIVITIES PREPARED FOR: LAHAM MANAGEMENT AND LEASING, INC. 500 YARMOUTH ROAD HYANNIS, MASSACHUSETTS 02601 DEMOLITION PLAN FOR CADILLAC CAPE COD HYANNIS, MASSACHUSETTS SEPTEMBER 29. 2016 FILE: 2827.01-SITE-R1 Sheet of 8 1 10 JOB NUMBER 2827.01 6" ROUND ADA COMPLIANT GRATE SLOPE CONCRETE TO DRAIN COMPACTED EARTH SEE 6" DRAIN PLAN RISER i41 AN PIPE AN PIK BASH BY AN OR AP AP AP 14 APPROVED EQUAL OOMPACIIED CRUSHED STOW BASE INSTALL PER MANUFACTURERS SPECIFICATIONS LANDSCAPE C. BASIN ADJUST TO FINISH GRADE WITH AN MIN. FURNISH AND INSTALL CAST IRON FRAME AND COVER OF 2 AND MAX. 5 COURSES OF SEWER 24" DIA. LEBARON TYPE LK110 OR EQUAL FRAME OR BRICK LAID WITH j" MORTAR JOINTS OR APPROVED EQUAL LETTER COVER TO READ DRAIN WITH PRECAST CONCRETE GRADE RINGS SET IN FULL MORTAR BED FINISH GRADE \ 24" DIAMETER GRADE RINGS 12" MIN. COVER B. 12" PVC ELBOW TRAP INLET PIPE 3 MIN 6' MIN AIR SPA -OUTLET PIPE 2-12" DTrA. 6 OPENINGS (TYP) qr Z 1/2- GALV. �p STEEL ROD TRASH o RACK SPACED 6' MIN. CRUSHED 2" O.C. = STONE OR COMPACTED 6" BASE co 6' WALLS iV GRAVEL BASE (TYP.) meIi BEARING ON NATURAL SOIL OR COMPACTED FILL BASE SECTION A -A 2-Ir DIA. 1/3 1/3 1/3 OPENINGS OUTLET PIPE A INLET PIPE A L -. J tBEFFLECONCRETE WALLS N TES: PLAN VIEW 1. CONCRETE MINIMUM STRENGTH - 4000 P.S.I. O 28 DAYS" 2. STEEL REINFORCEMENT - ASTM A-615-75 GRADE 60 1 MIN. COVER 3. CONSTRUCTION JOINT - SEALED WITH 1" DIA. BUM DUBBER OR EQUIVALENT 4. H-20 LOADING 5. REFER TO PLANS FOR INVERT ELEVATIONS AND INLET/OUTLET PIPE SIZES WATER QUALITY INLET (OIL WATER SEPARATOR) NOT TO SCALE WIDTH VARIES - SEE PLAN CAST IN -PLACE 6" 4.000 PSI CEMENT A CONCRETE �. d .d N • ..: n d y OUTLET 2'-0" A PIPE TYPICAL GRATE SECTION PLAN HEAVY DUTY DUCTILE IRON TRENCH GRATE NEENAH R-4990-CX TYPE "A" HEAVY DUTY TRENCH FRAME OR APPROVED EQUAL NEENAH TYPE "X" OR APPROVED EQUAL TOP OF GRATE ELEVATION (SEE PLAN) 2" CLR. ': RHIN (TYP) 1X MIN. 12" *' 8• INV. EL SLOPE MIN. T (SEE PLAN) .:: •�•�2" (. .. ) OUTLET 8" • PIPE iv 1 ••�•'9 3" CLR. #4 • 12" O.C. -W. . (TYP) 9" 4 ° CAST IN -PLACE 4,000 PSI CEMENT 2' MIN. CONCRETE ELEVATION NOTE. TRENCH DRAIN TO BE ANGLE FRAME SYSTEM DESIGNED FOR H-20 W/ANCHORS LOADING. 12" FINISHED GRADE FINISHED GRADE d 8°oc�o W �0°8 °0 CP S°�g,°°�'°OCID CPO°8 ° °°(t 00 ° 8• CAST IN -PLACE °� ° a " a 6 4.000 PSI CEMENT 80 d. ' d d ° g6QO° CONCRETE Q a s 0 m O ° ° ° O GRAVEL BASE 80� 0 m g 0 S00 pp��8° 0(�J �OqB� �°� °gam °° �°� ��8pO� �° °�,8,pp� SUBGRA ECOMPACTED SECTION A -A TRENCH DRAIN WITH SUMP NOT TO SCALE 6' ROUND ADA COMPLIANT GRATE SLOPE CONCRETE f- TO DRAIN COMPACTED EARTH I ADS ROOF DRAIN HEADER CAST IRON ROOF DRAIN (SEE PLAN FOR 10' FROM BUILDING. SEE SIZES) PLUMBING DRAWINGS FOR m z SIZE, LOCATION AND INVERTS 45' CONNECTOR FITTING CAST IRON TO ADS PIPE ADS COUPLING SEE PLAN FOR SIZE 1 % MIN. -i. 10' ROOF DRAIN TIE-IN DETAIL (NOT TO SCALE) BRICK LEVELING COURSE FRAME & GRATE SHALL BE LEBARON LF248-2 FOUR FLANGE AS REQUIRED FOR OR APPROVED EQUAL GRADE ADJUSTMENTS 2' MIN. TO 5• MAX. CUT RING IN BINDER AND 12' MIN FILL WITH CONCRETE FRAME TO BE SET IN AROUND FRAME (TYP) FULL BED OF MORTAR 2e SO. MIN 18" - 2e PINING CONICAL 8" MIN. WEEPHOLE (OPENING TO BE SECTION PRECAST IN RISER SECTION) 5' MIN. MORTAR ALL JOINTS PROVIDE 1" DIA. ANTI -SIPHON HEIGHT OF RISER w DIA. HOLE ON TOP OF PIPE SECTIONS VARY-,,,.,,,48 PROVIDE 'V" OPENING FROM V TO 4'1" CLEAR OUTSIDE OF PIPE > PLUS 3' CLEARANCE MIN. 0.12 SO. IN. STEEL PER VERTICAL NORMAL 12' FOOT, PLACED WATER MIN ACCORDING TO RASH LEVEL IN ADS ELBOW TO MATCH PIPE DIAMETER. REMOVABLE FOR DESIGNATION M-199 4'-0" SUMP 2, SUMP MAINTENANCE 5" MIN. 0 8' MIN GRAVEL BASE •000 PRECAST CONCRETE CATCH BASIN WITH GAS TRAP AND CLEANOUT NOT TO SCALE WWF 6x6 - W2.9xW2.9 6" OF 4000 PSI CONCREYE WITH //_ CONTROL JOINTS 0 20' O.C. BOTH WAYS x •Va x�- v •v •v v •v Qn ^ 040 12" COMPACTED GRAVEL BAS TYPICAL CONCRETE PAD SECTION (NOT TO SCALE) GRADE 1 •11 STAKE PLACED IA_ • ,� ...� •r�� AREA •. • / FLOW :..•� /� / / 70P OF AREA GROUND 1. WATTLE SHALL BE INSPECTED PERIODICALLY1 7- ALL • -�EVENTS.1 R9- OR REPLACEMENT PERFORMED PROMPTLY AS NEEDED. SEE MANUFACTURERS RECOMMENDATIONS FOR SOCK SIZE AND INSTALLATIONI -, 7 7 STRAW WATTLE - EROSION CONTROL DETAIL (HOT 70 FRAME & GRATES SHALL BE FRAME TO BE 3-FLANGE CASCADE TYPE SET IN FULL GRATE FLANGES SHALL BE SET BED OF MORTAR TO MAXIMIZE FLOW INTERCEPTION BRICK U=VELING COURSE AS REQUIRED FOR GRADE ADJUSTMENTS (2' MIN. TO 5- MAX.) 24"X 48" WEEPHOLE MORTAR ALL JOINTS PROVIDE 'V" 1" CLE80" DIA lz OPENING 12 T_ , AR 1' TO 4' CLEANOUT OUTSIDPLUS 3E OF PIPE CLEARANCE > RISER SECTION NORMAL WATER ADS ELBOW TO MATCH PIPE LEVEL IN DIAMETER. REMOVABLE FOR SUMP SUMP MAINTENANCE MIN. 0.12 SO. IN. STEEL 5" MIN. PER VERTICAL FOOT, PLACED ACCORDING TO AASHTO DESIGNATION oo .e• 8' MIN. o d 0. 0: . b GRAVEL BASE a e• � o PRECAST CONCRETE DOUBLE CATCH BASIN WITH GAS TRAP AND CLEANOUT NOT TO SCALE TOPSOIL TOPSDr AND SEED e • ''� � SEE ALSO STONE yy WE END DETAIL � «it .✓ R �•• L f 6" MIN. SELECT GRAVEL OR CRUSHED STOW MIRM FILTER FABRIC OR EQUAL it M. DEPTH RP -•RAP MINIMUM MEIGNT OF STONE - 50 Lba; MAXMULI MGHT NOT TO EXMW 126 Lba RIP -RAP APRON DETAIL (NOT TO SCALE) FRAME & COVER SHALL BE LEBARON LK110A OR APPROVED EQUAL. FRAME TO BE SET IN FULL BED OF MORTAR BRICK LEVELING COURSE AS REQUIRED FOR GRADE 12' - 24' 24" f 1' ADJUSTMENTS (2 MIN. - 5 MAX.) S�ICAL TIONi 5' MIN. 8' MIN. MORTAR ALL JOINTS HOGHT OF RISER MIN. 0.12 SO. IN. STEEL SECTIONS VAR FROM V TO V 48" t 1" DIA. PER VERTICAL FOOT, 72" t 1" DIA PLACED ACCORDING TO AASHIM DESIGNATION OUTSIDE OF PIPE 2� M-199 + 2" CLEARANCE AF 1 #3 BAR AROUND OPENINGS FOR PIPES 18" DIAMETER AND OVER, - 1" MIN. COVER Q�e PIPE INGS TO BE PROVIDE "V' 2• PRECAST IN FjSER SECTION OPENINGS APPLY ANTI -SCOUR 'd 0 8" MIN. GRAVEL BASE •p a :ono MATERIAL AT ALL DROP ` a:O1j• : �a ag••b CONNECTIONS. CEVA DE #110 EPDXY COATING BY EPDXY INDUSTRIES, 45 MILS THICK OR PRECAST CONCRETE DRAIN MANHOLE APPROVED EQUAL NOT TO RCALE • a• r 2.0 FT. MINIMUM COVER VARII ° ADS , e DRAIN ° PIPE >o SELECT SCREENED GRAVEL e ° _ UNDISTURBED SUBGRADE REMOVE ALL UNSUITABLE SOIL FOR A MIN. OF 2' BELOW BOTTOM OF PIPE TRENCH WIDTH, W DIAMETER OF PIPE, D W ' TO +16' Designed by Drawn by : an I C DESIGN ENGINEERS, INC. Che^ked by Survey chk. by P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 Approved by : _ 6' REINFORCED CONCRETE TOP SECTION THERMOPLASTIC PAINTED WHITE LETTERS 8'-5" �PAINlE "STOP" DETAIL"STOP" DETAIL (NOT TO SCALE) BEEHIVE FRAME AND GRATE LEBARON LOG 225-2 r ♦A PROVIDE 'V' HEIGHT OF RISER 4'-0" OPENING SECTIONS VARY FROM 1' TO 4' 1' CLEAR CLEANOUT �� PIPE PLU 3' CLEARANCE MIN. 0.12 SO. IN. STEEL PER VERTICAL NORMAL FOOT, PLACED ACCORDING TO AASHTO 4! LEVEL IN ADS ELBOW TO MATCH DESIGNATION M-199 w 4'-0 SUMP SUMP PIPE DIAMETER. REMOVABLE FOR MAINTENANCE .. GRAVEL BASE a o • dlg• o MODIFIED SHALLOW CATCH BASIN WITH GAS TRAP AND BEEHIVE GRATE (NOT TO SCALE) PROVIDE 24" CONCRETE RISER, CATCH BASIN FRAME & GRATE FINISHED GRADE - ( PLACE GEOTEX11LE FABRIC 24 MIN" MHD M 9.50.0, TYPE I ON TOP OF PEA STONE 2" LAYER To O O O O C o o WASHED STONE o a C3 C3 C3 1,000 GALLON H-20 6' E3 E3 E3 a E3 LEACHING PIT EFF. "DEPTH a _. 13 C3 C3 C3 _ " WASHED STONE T 0 O G 0 0 •'o 0 0 o a'• 0 'o d' • o o •o �� • o . 0 8" MIN. GRAVEL o BASE 4' 6' 4' (NOT TO SCALE) is PAVEMENT CULTEC RECHARGER 330XLHD «FICATIONS ♦hLAY-UP LENGTH 7.0' LENGTH 8.51 HEIGHT 30.5" 265- �� ..:�• • L.- • • �, +! •r-� • •sir-i��l[, i �i �r �i •`f��f/\f/ PA EMENT SUB -BASE « r r• I BY CULTEC. INC. • • : • 1 7 1 %i�'7jj0��'�f;YO�/. i/�//f�/'Or/,7%rf`//`�/'// •`ItiI •`•'ice►�jfy�/\\j\�2. ALL RECHARGER• 1 CHAMBERS MUST BE INSTAU71 IN ACCORDANCE WITH ALL APPLICABLE LOCAL. STATE AND FEDERAL I, �����i�i�i�►Oi\\QOREGULATIONS REFERr TO MANUFACTURER.«RECOMMENDED �1r1 •:�•:'!- I.•.. i• .� vi �a^`r: �i �i•►��A\����/���`/\\/� COMPACTEDINSTALLATION FILL « - r7 GUIDELINES. 1 7�1 H20 HEAVY DUTY UN17S ARE MARKED WITH A 4" STRIPE ALONG 'THE LENGTH OF THE CHAMBER. (USE WHEN NON -WOVEN FILTER FABRIC AROLIND STOW .�.. ...�INSTALLING UNDER AREAS SUBJECT TO VEHICULAR LOMS.) NSPECTION PORT 6" PVC 11 THE :�. ti:�- i:� •.+ III ♦- ]1 • ROM CONTRACTOR SHALL OVEREXCAVA7E ALL E FREE OF CLAY. SH.T. UNSUITABLE MATERIAL A MINIMUM OF V IN A BOX COVER AT GRADE - cov LATERAL DIRECTION SURROUNDING THE SYSTEM AND 719 ORGANICS. OR 07M FINE MATERIAL SEE PUNS FOR LAI BELOW -THE SYSTEM UNTIL SUITABLE SOIL (FINE AROUND AND BENEATH CHAMBER LOCATIONS {..i. �. E M.] 1 MEDIUM SAND) IS ENCOUNTERED AND THEN REPLACE WITH CLEAN GRANULAR FILL MEETING i'ADS MAMFOLD FEEDER PIPE PER SPECIFICATIONS OF «•1 'PLAN I rREQUIRED., i�J I7 ]-� "''�"�'.i'�'�'�'�'�"�'f'�"�►`�' 00000000000000 es PLAN VM CRUSH71 ABOVE AND BELOW CHAMBERelelelelelelelelelelelelele CULTEC 330 INFILTRATION SYSTEM DETAIL NOT • SCALE PROPOSED BLACK CHAINLINK FENCE WITH BLACK VINYL SLATS (SEE DETAIL) CAP UNIT ADHERE M TOP UNIT W/ CONCRETE ADHESIVE-,, MODULAR CONCRETE 0SYNiHEI1C REINFORCEMENT FACING UNITS (IF REQUIRED) (ALLAN BLOCK OR APPROVED EQUAL) DRAINAGE AGGREGATE -III-II RETAINED 9ACKFILL _ 12" THICK MIN. �I I `•.i' I IIIII � II FL LIMIT OF REINFORCED 1.5- (MIN) (DCKFlLL ' . (DESIGN BY OTHERS) FINISH BOW REINFORCED BACKFILL GRADE COMPACTED 95![ OF MAXIMUM STANDARD PROCTOR DENSITY (DESIGN/SPEC. BY OTHERS) e DUI. (MIN.) DRAIN PIPE OUTLET O END OF WALL OR O 40' CENTERS MAX. LEVELING PAD ;..�:y:'.:'•r SLOPE TO DRAIN (1/8'/FT.) 6" THICK MIN. " • • COMMON BACKFILL (DESIGN BY OTHERS) TYPICAL SECTION -CONCRETE BLOCK RETAINING WALL MODULAR CONCRETE UNIT (NOT TO SCALE) SHIELDED LIGHT FIXTURE RECTION OF LIGHTING / 1 POLE TO BE COMPATIBLE WITH 24' (MIN) FROM FACE OF LIGHT FIXTURE BERM/EDGE OF PAVEMENT (TYP) EXCEPT ALONG YARMOUTH ROAD AND AS NOTED DOUBLE NUT W/ f6 CONDUCTOR TO LOCK WASF POLE BASE EIOLT COVER PLATE GROUT AROUND BASE 3/4" CHAMFER -ANCHOR OLTS As Ir CAPE RECOMMENDDEE RECOMMENDED BY MANUFACTURER'S' COD BERM i t CONDUIT 2' P.V.C. • 4 - #4 VERITCAL •3 TIES AT 12' O.C. NOTE: ;I. I CONCRETE FOOTING 3000� P.S.I. WIDTH AND DEPTH OF FOOTING COPPER GROUND RODS 3/4• DETERMINED BY SIZE OF POLE IS' DIA. PERIMETER LIGHT POLE DETAIL (NOT TO SCALE) SHIELDED LIGHT FIXTURE RECTION OF UGHTING / POLE TO BE COMPATIBLE WITH io LIGHT FIXTURE DOUBLE NUT W/ #6 CONDUCTOR LOCK WASHERS POLE BASE GROUT AROUND BASE BOLT COVER PLATE 3/4- CHAMFER • PROPOSED fr if ANCHOR BOLTS AS PAVEMENT OR GRAVEL Fi :I RECOMMENDED BY MANUFACTURER'S i ' I CONDUIT 2' P.V.C. II �- " REBARS 4 - e VERTICAL m • #3 TIES AT 12 O.C. .. I CONCRETE FOOTING 3000/ P.S.I. GROUND NOTE: RODS 3/4' WIDTH AND DEPTH OF FOOTING 18' DIA MIN. DETERMINED BY SIZE OF POLE INTERIOR LIGHT POLE (NOT TO SCALE) DETAIL NOTES• . WATER LINE TO BE 1. WHEN WATER LINE IS INSTALLED POLYETHYLENE ENCASED IF ABOVE THE SEWER OR DRAIN PIPE, 18" VERTICAL SEPARATION IS A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION IS REQUIRED NOT ACHIEVED WATER LINE BETWEEN PIPES. IN CASE THE WATER UNE TO BE 18-INCH SEPARATION IS NOT POLYETHYLENE ENCASED ACHIEVABLE, THE WATER MAIN WHEN LESS THAN 10' OF SHALL BE POLYETHYLENE ENCASED HORIZONTAL SEPARATION TO IN SOCK OR WRAP FOR A LENGTH SEWER LINE IS PROVIDED TO REACH 10 FEET OF HORIZONTAL SEPARATION BETWEEN THE VERTICAL SEPARATION SEWER/DRAIN PIPE AND THE END 18" MIN. OF THE ENCASEMENT. IN NO CASE >10' SHALL THE VERTICAL SEPARATION SEWER/DRAIN UNE BE LESS THAN 6 INCHES. 2. WHEN THE WATER MAIN IS ( O INSTALLED BELOW THE I WATER LINE SEWER/DRAIN PIPE, A MINIMUM OF , 10 I 12 INCHES OF VERTICAL I SEPARATION IS REQUIRED BETWEEN PIPES AND THE WATER MAIN SHALL I BE POLYETHYLENE ENCASED IN SOCK OR WRAP FOR A LENGTH TO ACHIEVE 10 FEET OF HORIZONTAL SEPARATION BETWEEN THE d 0' SEWER RAIN PIPE AND THE END / EVERTICAL MSEP. I 1 POLYETHYLENE • SHALL ATION BE Il ENCASEMENT LESS THAN 12 INCHES. I 3. A MINIMUM OF 10-FEET OF l ` `� HORIZONTAL SEPARATION IS VERTICAL SEPARATION REQURIED BETWEEN WATER MAIN 12" MIN. AND SEWER LINES GOING PARALLEL WATER LINE IF THE 10-FOOT SEPARATION IS NOT ACHIEVED, WATER MAIN SHALL I I BE POLYETHYLENE ENCASED. IN NO CASE SHALL HORIZONTAL 10, I I SEPARATION BE LESS THAN 3 FEET I BETWEEN A WATER MAIN AND ANY I OTHER UTILITY. 4. POLYETHYLENE ENCASEMENT FOR WATER UNE TO BE POLYETHYLENE DUCTILE IRON PIPE SHALL MEET �--,SEWER ENCASED IF BELOW SEWER/DRAIN UNE ANSI/AWWA C105/A21.5 (AMERICAN LINE AQ• A MINIMUM OF 12" VERTICAL NATIONAL STANDARD FOR SEPARATION MUST BE PROVIDED POLYETHYLENE ENCASEMENT FOR DUCTILE -IRON PIPE SYSTEMS). 5. REFER TO HYANNIS WATER SYSTEM WATER f SEWER CROSSING f ENCASEMENT DETAIL MASTER SPECIFICATIONS SECTION 02616 DUCTILE IRON PIPE AND (NOT TO SCALE) FITTINGS. ExM'TING WATER MAIN SU L9M OUO OLSTAINLESS RING 'GATE VALVE 6 �Ai S LEEr i iMT C& ECMONI • TESTPLUG Gs FLAN VIEW azift m. NOTE: 1` N YO�S 'MA iPIZ LEO Y A'AJE C .MJxFL, MODEL T 2360; a . xs a vsc* TOWN OF BARNST"ABLE ' DPW WATER SUPPLY DIVISIOI HYANNIS WATER SYSTEM M IAcux•an TAPPING SLEEVE AND GATE VAI SCALE CHAR PREPARED FOR: LAH AM MANAGEMENT AND LEASING, INC. 10 .33 AS NOTED PGB 11-10-16 ADDRESS SITE PLAN REVIEW COMMENTS 500 YARMOUTH ROAD ' DATE BY DATE REVISION HYANNIS, MASSACHUSETTS 02601 �,.. N0. SEE SITE PLAN F FINISHED TRENCH SURFACE N ORDINARY BORROW (MHD SPEC. M1.01.0) j' YELLOW WARNING TAPE m I e O 4' PVC TELEPHONE PVC CAME TV FC 4" PVC FIRE ALARM FA:' FTA a e CONCRETE ENCASEMENT 12" ° MIN. 3" OF CONCRETE SURROUNDING DUCT BANK 3' T ' AT BASE SPACER (TYP.) 3" A. d, • - - - *ALL TRENCH CONDUITS SHALL BE SCHEDULE 40 PVC, UNLESS OTHERWISE NOTED OR ALLOWED 18• BY UTILITY COMPANY TYPICAL UTILITY TRENCH DETAIL ONLY - - FOR INFORMATION CONTACT UTILITY COMPANY AND REFER TO PLANS BY OTHERS FOR SPECIFIC DETAIL FOR THIS SITE. OW TO WA4 OPENINGS' tSHED GRADE ^A0,ILISTABLE BUFFALO STYLE GATE VALVE BOX MECHANICAL JOINT RESIDENT iE Iwx SEATED WECICE TYPE,---, BOTTOM SECTION GAPE VALVE RETAINER GLAND (TYPICAL) WATER MA3N MECHANICAL JOINT ENDS MECHANICAL -JOINT ENDS ^I 3/e CRUSHED STONE NOIL�. 1. 1ANUFVATitEO 8 MUELEE L A-23sIJ, OPEN -LEFT, AS lcae:rs + UWN OF BARNSTABLE r s:; DPW WATER SUPPLY DIVISR DETAIL PLAN FOR CADILLAC CAPE COD HYANNIS, MASSACHUSETTS SEPTEMBER 29. 2016 sheet of 9 10 JOB NUMBER 2827.01 0 PREDICTED UMIT OF FIRE TRUCK 71RES NOTE: TURNING TEMPLATE DEVELOPED USING TRANSOFT SOLUTIONS INC., AUTOTURN SOFTWARE VERSION 6.1. EXISTING ROADWAI EXISTING ROADWAY FIRE TRUCK TURNING DETAIL SCALE: 1 "=50' FULL WIDTH OF SITE ENTRANCE (20' MIN.) r •41V' 1•'I I yY MAINTAIN EXISTING GUTTER STONE1 SPECIFICATIONS TIE INTO EXISTING BERM OR EDGE OF SLOPEPAVEMENT • DRAIN SECTION MIRAFI 140 N FILTER FABRIC UNDERNEATH STONE TRACKING PAD&ONSTRUCTION ENTRANCE SCALE • -• PROVIDE PVC SLEEVES 6' HIGH VINYL COATED CHAIN LINK FENCE FOR FENCE/GATE POSTS INCLUDING POSTS W/VERTICAL INTERWOVEN VINYL SLATS - SEE PLAN FOR LOCATION 'X8'/10X30 W.W.M. 4. CONCRETE SLAB SURFACE ... 3/8" UP s..�:::•.• BITUMINOUS 4,000 LB. P.S.I. CONC. SLAB w • ':: 12' W/LIGHT BROOM PAVEMENT FINISH 8 (MIN) •.�•, •r'1 �� •'e., .• g• I 8' x 8'/10 x 30 W.W.M. 2:12 BATTER ;••.�: 1 it 6' COMPACTED GRAVEL SECTION A -A- BASE M1.03 TYPE 811 ,,,>\ �A DOUBLE GATES""\ / Y W/VERTICAL INTERWOVEN VINYL SLATS BIT. PAVING DUMPSTER PAD W FENCE (NOT TO SCALE) N ,r . i v: PROPOSED CAPE COD CADILLAC DEALERSHIP BUILDING GROSS FLOOR AREA-22,378 S.F. r F.F.-3&5 UMIT OF CAR NOTE: TURNING TEMPLATE DEVELCPED USING TRANSOFT SOLUTIONS INC., AUTOTURN SOFTWARE VERSION 6.1. WHITE PAINTED ARROW i 3• 1» 6'-7" WHR� PAINTED 'a 'o 'n PAINTED "ARROW" DETAILS (NOT TO SCA1E) c� 9 CARRIER / PREDICTED OMIT OF CAR / TURNINGRTEMPLATE CARRIER VEHICLE SWING (TV) (TYP) CAR CARRIER TURNING DETAIL SCALE: 1 "=50' P�N��LY DETAIL D��L (NOT TO SCALE) WHITE PAILETTERSN1m I D i PAINTED "STOP" DETAIL (NOT TO SCALE) 8'-O" OR PER MANUFACTURER l-- ------------- VINYL INTERLOCKING PICKETS PER MANUFACTURE j • I i J o � ' m J 1 o ' REFER TO MANUFACTURERS 1 . :f INSTALLATION GUIDEUNES fR AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. DIN. VINYL STOCKADE FENCE DETAIL (NOT TO SCALE) Designed by _ Drawn by : a n C DESIGN ENGINEERS, INC. Checked by Survey chk. by P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 Approved by : _ TRAFFIC SIGN SPEED PER MUTCD U-CHANNEL LIMIT SPECIFICATIONS POST 2' � lL ~O DO elmZ PAVEMENT v j ,• o FINISHED 3'-0" x 18"0 GRADE CONCRETE IMI SIGN FOOTING. 18"0 CONCRETE STRENGTH TO BE 3000 PSI. NOTE: SIGNS SHALL BE PLACED 2' OFF THE BACK EDGE OF SIDEWALK WHERE POSSIBLE, OTHERWISE MINIMIZE AMOUNT OF SIDEWALK ENCROACHMENT TRAFFIC SIGN DETAIL NOT TO SCALE TOPGARD 6' CAP 6" 0 STANDARD (COLOR PER OWNER) STEEL PIPE FILLED-----..0 W/ CONC. COLOR PER 4'-0' OWNER BIT. CONIC. PAVING 1 3'-6• r 6' CONCRETE DIN" BOLLARD DETAIL (NOT TO SCALE) 1. INSTALL SILTSACK PER MANUFACTURER SPECIFICATIONS IN ALL CATCH BASINS WHERE INDICATED ON THE PLAN BEFORE COMMENCING WORK AND N PAVED AREAS AFTER BINDER COURSE IS PUKED. 2. GRATE TO BE PLACED OVER SILTSACK. 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND CLEANING OR REPLANT SHALL BE PERFORMED PROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN PERMANENTLY STABILIZED. CATCH BASIN GRATE -REBAR FOR -r BAG AG REMOVAL PRE -MANUFACTURED SILTSACK BY ACF PLAN VIEW ENVIRONMENTAL OR APPROVED EQUAL CATCH BASIN SECTIUN VIEW SILTSACK SEDIMENT TRAP DETAIL (NOT TO SCALE) BITUMINOUS CONCRETE �2. 3' 2*--11 4" LOAM 1" 6 3" 4" LOAM " BITUMINOUS CONCRETE 3" o$ o GLo off- a Q.o 0 0 0 q,0�o O O oo ° GRAVEL BASE ° 08°o e o o�o,000.o •0$•oogcgo 0 PAVED SWALE NOT TO SCALE I I UNPAVED I PAVED BINDER COURSE LOAM do SEED - 's 8' WADE YELLOW. ) SUBBASE NON -DETECTABLE PAC CLEAN WARNING TAPE COMMON FILL t'2 MINIMUM 28' I 24' MIN. COVER m - CLEAN SAND BACK FI LL MATERIAL VARIES 2* PLASTIC a DGAS SERVICE I I "°•• °4' •.► " - IBA& e MA AL 12 AWG COPP - TRACER WARE WITH YELLOW INSUL JACKET NDISTURBED SUBGRADE 2' MIN. REMOVE ALL UNSUITABLE SOIL FOR A MIN. OF 4" BELOW BOTTOM OF PIPE BUIL.DER/IDEVELOPER RESPONSIBLE FOR DIGGING AND BACKFIUNG TRENCH TO THE GAS COMPANY STANDARDS. CALL THE GAS COMPANY CUSTOMER CONNECT COORDINATOR 2 WEEKS PRIOR TO INSTALLATION DATE FOR PRECONSTRUCTION MEETING. - FOR INFORMATION ONLY - CONTACT GAS COMPANY FOR SPECIFIC DETAILS FOR THIS SITE. TYPICAL CAS SERVICE SECTION NOT TO SCALE -• • •ll TURNBUCKLE V 1/1 /�����►(3- /'� TAKEUIP) 1►/'1► WE //' 11/ �'// �' '►�►'��►'I P�/�'�►�► 14�'1 'TRUM ROD I BANDSMo II I ��► - (I II , ► � ►� III/�'�/' �►'►�►'�IP�►�►�► . • I "LEVEL LANDING' p' 1.5% SLOPE FOR DRAINAGE J.. 'r SECTION A -A RB TRANSITION OF CURB HIGH got 5 - FACE OF CURB MMS17ION ROADWAY A �g'-g EDGE OF ROADWAY H HIGH SIDE TRANSITION P(SEE TABLE) NOTE* 1. THE DIMENSIONS SHOWN AT ROADWAY EDGE ARE FIXED DISTANICES W11 - PERPENDICULAR RAMP LENGTH • - TOLERANCE FOR CONSTRUCTION *0.5% 2. RAMP CROSS SECTION TO BE SAME AS ADJACENT SIDEWALK; La. DEPTH OF SURFACE AND FOUNDATION. 3. PORTLAND CEMENT CONCRETE RAMPS ARE TO BE TEXTURED BW GROOMING IN A DIRECTION PARALLEL TO THE LENGTH OF THE RAMP. 4. ROADWAY SIDEWALK CROSS SLOPES, FOR BRICK, CEMENT CONCRETE AND BITUMINOUS CONCRETE, WILL BE 1.5X. A CONSTRUCTION TOLERANCE OF *0.5% IS ACCEPTABLE ON ROADWAY SIDEWALKS. IN ACCORDANCE 1WTH 521 CMR THE RULES AND REGULATIONS OF THE ARCHITECTURAL ACCESS BOARD (AAB). THE SIDEWALK SLOPE CANNOT EXCEED 2.OX. 5. AN UNOBSTRUCTED PATH OF TRAVEL WITH A MINIMUM WIDTH OF 3'-3' SHALL BE MAINTAINED PAST ALL OBSTRUCTIONS (UTILITY POLES, SIGNS, SIGNAL FOUNDATIONIS AND MASTS. MAILBOXES• ALONG DRIVE OPENINGS, ETC.) 6. THE WHEELCHAIR RAMP SLOPES AND SIDE SLOPES (TRANSITIONS) WILL BE 7.5X WITH A CONSTRUCTION TOLERANCE OF 0.51L HOWEVER, THESE SLOPES MAY BE FLATTER WHEN WARRANTED BY SURROUNDING CONDITIONS 7. WHERE THE ROAD PROFILE EXCEEDS 4%, THE HIGH SIDE TRANSITION LENGTH UNDER ANY CONDITIONS NEED NOT EXCEED 15 FEET. e. IN NO CASE WHERE A STOP LINE IS WARRANTED, SHALL A RAMP BE PLACED ON THE TRAFFIC APPROACH SIDE OF THAT STOP LINE 9. FIXED OBJECTS (I.E. UTILITY POLES, HYDRANTS, SIGNS, SIGNAL FDUNDATIONS, ETC.) MUST NOT ENCROACH ON ANY PART OF THE WHEELCHAIR RAMP INCLUDING TRANSITION SLOPES. 10. AT NO TIME IS ANY PART OF THE WHEELCHAIR RAMP, EXCLUDING CURB TRANSITIONS TO BE LOCATED OUTSIDE THE CROSSWALK. THE WHEELCHAIR RAMP ENTRANCE IS TO BE CENTERED IN THE CROSSWALK WHENEVER POSSIBLE 11. CATCH BASINS WHICH ARE TO BE LOCATED IN THE VICINITY OF A WHEELCHAIR RAMP SHALL BE . LOCATED UPGRADE OF THE RAMP ENTRANCE. II THE ENTRANCE OF A WHEELCHAIR RAMP SHALL BE FLUSH WITH THE ROADWAY. 13. TESTING SURFACE: WHEN TESTING WITH A STRAIGHTEDGE PLACED PARALLEL TO THE LINE OF THE SLOPE THERE SHALL BE NO DEVIATION FROM A TRUE SURFACE IN EXCESS OF 1/4-. WHEELCHAIR RAMP DETAIL UAT rn enu r REFER TO PLAN RIP RAP APRONS WHERE SHOWN HERBACEOUS CATCH BASIN WITH BEEHIVE SCRUB PLANTINGS GRATE SHRUB FLOW --y f FLOW 7" `:::::::: 24" MIN. SOIL MIX DEPTH 11111 1 FILTRATION "?` 1 MAX 12" LAYER OF EEDED SLOPES CRUSHED STONE ............................................... ::.WRAP�::CRUSHED::..:. .•, •::•::::..� •::::::::•. AND BOTTOM .................. IMPACTUNC ED APPROVED •.•'•.••••.•••••.• ......................................................................................... SOILFILTERMIX: NOTE: NATIVE SUBGRADE FREE STONE IN FILTER 50% CLEAN SAND SEE GRADING/DRAINAGE OF ROOTS, LARGE ROCKS FABRIC 20% COMPOSTED LEAVES PLANS FOR DRAIN AND & DEBRIS 30% TOPSOIL OVERFLOW LOCATIONS TYPICAL RAINGARDEN CROSS-SECTION ( NOT TO SCALE 2 1/2" BIT CONC. 1 1/2" BIT CONC. BINDER COURSE TOP COURSE (TYPE 1-1) (TYPE 1-1) 9" GRAVEL SUBBASE M 1.03 •° 0 0. �,, q� 4 /ITYPE B COMPACTED UBGRADE OR FILL PAVEMENT CROSS SECTION NOT TO SCALE NOTE: PROPOSED BOLLARDS PAD DIMENSIONS TO BE DETERMINED BASED UPON FINAL TRAIVSFORMER AT 5' O.C. MIN. SPECIFICATIONS, DIMENSIONS AND WEIGHTS, REFER TO ELECTRICAL AROUND TRANSFORMER PLAN BY OTHERS. r 10" THICK. (SEE PLANS) 3/4' CHAMFER ALL AROUND REBAR O 12 TH WAYS 3,000 psl 0 CONCRETE PAD AMID 1, 6" WIDE CAST IN LACE AT -DEPTH OR PRECAST CONCRETE OIL CURB (TYP) FINISHED GRADE • 5.13':_ !'. 8" : X X;:_: .: 8' COMPACTED � v 'v. • c .' c 7 •A� `• .• � •' .. ;: �.,•' �� � ''• O� rrI v L yr �� �.' I-d 12' (MIN.) OF 1-1/2' WELL GRADED CRUSHB GRAVEL TO - o ' v ' '.v„ p ai• vvL . STONE (TYP) 95X SM. PROCTOR DENSITY : . •� . v c b' pQ �I a o f� a, - 24" 8 SILTY SAND 20 MIL "�"' ._: w ` - %R•,r' , f�,�-•' f •:,• ! •=i±-•<<I,•.;:,.-• n •.•. ? w, COMPACTED TO BOX DRY DENSITY (TYP) POLYPROPYLENE ,'!r>•: GEOTEXTILE PROVIDE SEALED PIPE LINER (2 LAYERS) BOOT AT BOLLARD PENETRATIONS PROVIDE TACK COAT AT ALL JOINTS (TYP) IX. BIT. PAVEMENT -COLD PLANE 1-1/2- PROPOSED 1 1/2" BIT CONC. TOP COURSE (TYPE 1-1) PROPOSED 2 1/2" BIT CONC. BINDER COURSE (TYPE 1-1) 9" GRAVEL SUBBASE M 1.03 TYPE B PAVEMENT SAWCUT AND MATCH DETAIL (NOT TO SCALE) HSL CURB TRANSITION LENGTHS ROADWAY • HIGH SIDE PROFILE GRADE TRANSITION LENGTH 0 6'-e >0-1 7-B' >1-2 W-W >2-3 11'-0• )3--4 14 -O" >4 1 IV-D' MAX. NOTE • BASED ON A DESIGN SLOPE OF 7.55 AND A REVEAL. - "N 1Y SIGN SHALL CONFORM WITH * §104-4 OF THE CODE OF THE TOWN OF BANSTABLE c DOUBLESOB �D HANDICAP ACCESSIBLE SKNAGE (MITE sl>= LETTERING ON OLLE N0� BACKGROUND WITH WORDS "HANDICAPPED PARIING, BELOW 10 SPECIAL PLATE REQUIRED. ,= UNAU7HORI2ED PARKING SUBJECT TO FINE AND TOWN AT OWNERS EXPENSE' (TYP.) COLD STEEL. CIA. PO1-1/2ET' � 1'-6' FINISINm GRADE (TYP.) SET POST IN CONC. (TV.) NOlFl ((1) VAN ACCESSIBLE $Ib►1 OR AS REQUIRED BY PARKING REQUIREMENTS HANDICAP PARKING SIGN DETAIL (NOT TO SCAM 5.W 0.1" 35 DOMES O 1.670" O/C 0.1' I. NSTA1A710N TO BE OOMPLETFD IN ACCORDANCE VON MANUFACTURER'S SPECIFICATIONS. 2. FOR CUS70M SON CONTACT MANUFACTURER. .... .............................. eeee eeeeeeeeeeeeeeeeeeeeeeeeeeeeee ol eeee eseeoeeeeseeeeeeeoeeeeeoeeeeee 3• CONTRAumnNM FOR PRODIICTAMCOMPANY }, \ eeeieeoeeeoeooeeeeseeeeeeeeeeeseeee NFORYA71001% IT WWW.CADDETALS00M/MFD �C eseeoeeeeeeeeeeeeeeeoeeeeoeeeeee NOUN= NUMINER =-ME N 'O�_ •eeee eooeseeeeeeeeeee0e0eee L07R A4T000000e0eeeeeeepECAEWRmBR"AseAp 0eee V9UALYYmAADAUETWRLIMSURFACES ••ee00000000*0000000e••e•e•ee•e0EIMERLIOHT-ON-DARK. OR DAM-OM-LIGHT. 000.00Oe00000000e00.00.0•OOOOOOOOOO eeoeeeeeeeeeeeeeeeeeeeoeeeeeeeeesee eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee �••eeseeee•eeseooeeseseeeeseeeeseeee Oe•O•eeee00000eee00eeeeee0eee•Oe•O• 0.12' 1.470' TYP. NOT TO SCALE 00000 000 00000 000 00000 0000 0000 000 00000 00000 000 000 1.125" 1.670' TV. 0.1O' ML 1.YP. 670' T.125 °0 °0 °0 ° ° °o °0 °0 0° o ° o o Mw � "c( 00 •• o D00 G N 000 0000o O° o O 0000 0000000 G p o0 0000 00000000000 000 1000000000000000000000000000000 00 0 000006 00 000 00000 0 0 o meR�•DA 00 000 0 r,T RAN•E • r opts GIs aouo wwtna N IOIJB01® � W 00 . G puN l011 000 000 0 OAT' OAT" SECTION A -A o of aot RN•I■. I,IMID- INII N IroMIs M >t■Mlr ■rsR NOT TO SCALE DETAIL-1 (FULL) NOT TO SCALE CAST -IN -PLACE DETECTABLE WARNING PANEL NOT TO SCALE 3'-6" WHITE PAINTED SYMBOL ON BLUE 4" BACKGROUND PAINTED HANDICAPPED SYMBOL DETAIL NOT TO SCALE BINDER COURSE GRASSED 12"1110 (TYPE 1-1) SHOULDER TOP COURSE TYPE "A" (TYPE 1-1) BITUMINOUS BERM 4"LOAM SEED 3" 9" GRAVEL SUBBASE (M 1.03 TYPE B) �---- SUB -BASE CAPE COD BERM DETAIL (NOT TO SCALE) 7" REVEAL BASE COURSE , 6" , 4" LOAM &SEED TOP COURSE � 'CONCRETE CEMENT VERTICAL GRANITE • • �' • CURB 0d •� GRAVEL SUBBASE • THIS PROCEDURE IS APPLICABLE ONLY IF CURB IS TO BE SET AFTER BASE AND/OR BINDER COURSES ARE IN PLACE, OTHERWISE CEMENT CONCRETE WILL BE ELIMINATED AND GRAVEL IS BROUGHT UP TO BOTTOM OF BASE COURSE. VERTICAL GRANITE CURB (NOT TO SCALE) OF SCALE CHAR PREPARED FOR: II LAHAM MANAGEMENT AND LEASING, INC. 33 AS NOTED TE D 1 PGB 11-10-16 ADDRESS SITE PLAN REVIEW COMMENTS 500 YARMOUTH ROAD DATE L� NO. BY DATE REVISION HYANNIS, MASSACHUSETTS 02601 I . VAN ACCESSIBLE HANDICAP PARKING HANDICAP _../- SIGN (TYP) PARKING SIGN (TYP) 4" YELLOW STRIPING (TYP) » 48• 2'-3» -0 (k- VAN L 8'-0" I PAINTED HANDICAP sill SYMBOL ON BLUE W-0" L'-W BACKGROUND (TYP) HANDICAP PARKING LAYOUT (NOT TO SCALE) NOTE., SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS. WWF 6x6 - W2.9xW2.9 4' CONCRETE SIDEWALK WITH 1/2" EXPANSION JOINTS O 20' O.C. AND 1/4'/FT SCORED CONTROL JOINTS O 5' O.C. r_ (BROOM FINISH) SEE NOTE • v �o B' COMPACTED GRAVEL BASE M 1.03 TYPE B TYPICAL CONCRETE SIDEWALK SECTION (NOT TO SCALE) NOTE: SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS. 4" CONCRETE SIDEWALK WITH 1/2" WWF 6x6 - W2.9xW2.9 EXPOSED JOINTS O 20' O.C. AND 1/4"/FT SCORED CONTROL JOINTS O 5' O.C. (BROOM FINISH) SEE NOTE f- BINDER COURSE (� 6" TOP COURSE � '�\ \\ .��i✓i\� �/.\� \ !\�.c 6COMPACTED GRAVEL (M 1.03 TYPE B) MONOLITHIC CONCRETE CURB AT SIDEWALK DETAIL (NOT TO SCALE) DETAIL PLAN FOR CADILLAC CAPE COD HYANNIS, MASSACHUSETTS SEPTEMBER 29. 2016 Jfleel UI 10 10 JOB NUMBER 2827.01 N/F KEVIN M & MARJORIE AYES.-SULLI MAP 345 LOT 22 f .r FQ \0 \'o s 3 0.3 •0 `2` i "' s = a . •0 . 8 0.8 0.8 0.7 10 .6 10. 5 0.4 a- -'' 9 . 8 8. 4 1 . 5 .2 i`11 .2 •1 . 4 1 .6 •1 . 6 1 .6 •1 . 5 1 . 5 •1 . 5 •1 . 4 •1 . 2 . 9 •0 .6 4 75. 5 73. 6` 2.1 •2 . 0 •1 .8 •2 . 1 2 . 7 3. 1 3 . 1 2.8 ,.�2:"S� 2 .9 3 . 0 2. 8 •2 . i •1 . 6 •1 1 •0 � 6� �l " ! • 11't\ \� • �.6� 3.7 3.0 2.5 2.6 3.1 4 � 5.1 •4.9 •9.4 4.2 4.5 5.01 5 2.4 1.6 •0.9 . 17 ('-- ----- --------• ----- �- ----I--------- ------ -� _--------------3 .. t: 0 _- } ` r 5. 9 5.5 3. 4 3. 0 3 j 4 .I7 6 F 3 8 4----- 6.9--_--_ �7 .0 6. 2 i 7. 4 6. 5 6. 5 9-----� 3 i,5 2.4 .2 1/i � . 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EDG-31MB 2 EDG3M6_2 `.~ .,EDG-3MB._2 I Rau. 1"1 s MR t7.5 .......__ _. Luminaire Schedule / "Did you know that utility rebates can cover 25% or more of a products cost? Email rebates@cree.com to get help on yourproject!" Symbol Qty Label Arrangement Lumens/Lamp LLF Lum. Waits Description 7 EDG-3MB 2 TWIN 15039 1.000 202 ARE-EDG-3MB-AA-12-E-UL-xx-525 -9> 3 EDG-4MB SINGLE 10794 1.000 133 ARE- EDG-4MB-AA-08-E-UL-xx-525 5 EDG-5M 2 BACK -BACK 15075 1.000 133 ARE- EDG-5M-AA-08-E-UL-xx-525 M> 7 SEC-4M WALL MOUNT 7593 1.000 93 SEC-EDG-4M-WM-04-E-UL-xx-700 Footcandles calculated using initial lumen values Label Units Avg Max Min Av /Min Max/Min CalcPts I Fc 5.69 17.5 0.2 28.45 87.50 FIXTURE MOUNTING HEIGHTS: POLE MOUNTED - 176" AFG WALL MOUNTED - 12' AFG ADDITIONAL EQUIPMENT REQUIRED: (3) PB-1A4xx SINGLE TENON FOR 4" SQ POLE (12) PB-2A4xx TWIN TENON FOR 4" SQ POLE ISOLINES AT 1.OFC 'CUSTOMER TO VERIFY MOUNTING, VOLTAGE, AND COLOR PRIOR TO PLACING ORDER 12009 2nd Street - Sturtevant, W 153177 www.cree.com - (800) 236-6800 CREE "WTM Project Name: CADILLAC OF CAPE COD - HYANNIS SR No. 18158 Date:10/4/2016 Scale: 1 "=30' Footcandles calculated at grade Filename: 161004JCiJEE.AGI Layout by: JACOB EDLER J Illumination results shown on this lighting design are based on project parameters provided to Cree, Inc. used in conjunction with ;uminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying dimensional accuracy along with compliance with any applicable electrical, lighting, or energy code. W .o LOCu 0 od- oa o� Rout 28 moo^ o I s o Q d 0 a� Hyo. E et Dem. Sch. tr St• h t Nor `� S LOCUS MAP SCALE 1 "=2000'f ASSESSORS MAP 311 PARCEL 73 & 78 �ALM�UTK g0 ROUTE AD _- H4 C 5 C 4 C 3 C 2 1 MAP 311 EXISTING ', 78 C 1 #123 U/LDING ---------- 28 STATE HIGKw PY OPNOSCi 2 D1 H3 C 6 PN 0 CUR8E0 `� 5 PA VED PARKING H2 C 7 H1 C 8 / Rn ON`R PA 31 -�-J/ ` / '3 3 zo N a) Ci 00 0, D3 o W 3 3 Na o N 3 a 3 v� 3 4 z U W PA VED p �- ARKING C 13 C 14 18,35 N0,45 �� W 0 4 4 C 33 C 20 C 34 0 4 4 C 32 C 21 2 C 22 4 PA VED PARKING 4 C 23 6 / 6 C 24 C 25 C 31C 30 C 26 C 29 C 28 C 27 67 KEY. 2 9 D = DISPLAY PARKING (76 SPACES) 2 1 2 1 E = EMPLOYEE PARKING (36 SPACES) 1 1 � 2 1 H = HANDICAP PARKING (4 SPACES) 1 1 1 1 C = CUSTOMER PARKING (35 SPACES) GRAVE pA/?K/N c 6 o 7 7 7 o � 7 7 7 7 0 d- 2 DATE JDCE # > 6-388 s NAL E� Sufi, DANIEL A. OJALA, P.E., P.L.S. C 9 C 10 C 12 MAP 311 PCL 73 67,081 SFf W 1.54 AC.± 00 ^^ 146.71'„ E A►R 1Nfm"'A 0"'AITE PLAN ? N 85' 18 00 OF LAND AT #95 & 123 FALMOUTH ROAD HYANNIS, MA PREPARED FOR PRIME MOTOR GROUP DATE: NOV. 29, 2016 Scale: 1 "= 20' 0 10 20 30 40 50 FEET off 508-362-4541 I fax 508-362-9880 downcope.com down cape engineering, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 16-388 RETAIL: 59982 SF OFFICE: S859 SE =D SEWAGE FLOW CALCULATIONS* IMATES BASED UPON TITLE 5) UNIT SEWAGE FLOW ESTIMATE DESIGN FLOW (GPD) 50 GPD/1,000 S.F. 299.1 S.F. S.F. 75 GPD/1,000 S.F. 139.4 RVICE BAY 150 GPD/BAY 1,200 TUT -AL. ±1,638.5 RETAIL: OEEI CEo 59982 SE 1, 859 SF— =D SEWAGE FLOW CALCULATIONS* (MATES BASED UPON TITLE 5) UNIT SEWAGE FLOW ESTIMATE DESIGN FLOW (GPD) 50 GPD/1,000 S.F. 299.1 S.F. S.F. 75 GPD/1,000 S.F. 139.4 RVICE BAY 150 GPD/BAY 1,200 0� TAL: 1,6 8.5 GP9 TEST PIT #2 - ELEVATION = - TEST PIT #3 - ELEVATION = - N/I- TOWN OF BARNSTABLE C/O BARNSTABLE MUNIGYPAL AIRPORT MAP .345 LOT 3 SYSTEM. 62' LONG x 36' WIDE LEACHING BED 36.85)I 1 37.1 PROPOSED INSPECTION PORT --� (TYP OF 5) ROPOSED 6-IOUTLET, H2O DISTRIBUTION BOX (WIGGINS7.2 PRECAST DB-6, H2O OR - APPROVED EQUAL) PROP\ OSED 2 CIOMPARTMENT 5,000 GALLON, H2O SEPTIC TANK (WIGGINS PRECAST H2O _ OR APPROVED EQUAL) SEE DESIGN FORMULA FOR MINIMUM COMPARTMENT SIZES ALL WATER LINES WITHIN 10 FEET OF SEWER, VENT, DRAINAGE, OR GAS LINES SHALL BE ENCASED IN POLYETHYLENE WRAP/TUBE PER HYANNIS WATER DEPT - SPECIFICATIONS (SEE DETAIL). CLOUDED AREAS DENOTE WHERE ENCASEMENT WILL BE.NECESSARY38. 1 PROPOSED 1,500 GALLON INDUSTR k WASTE HOLDING TANK "TIGHT TANK" PER 314 CMR 18.0 FOR SERVICE BAY N1111 AUTO GUYS LLC MAP 345 LOT 2-1 EXISTING SEWAGE FLOW CALCULATIONS* (ESTIMATES BASED UPON TITLE 5) CATEGORY AMOUNT* LLZ SEWAGE FLOW ESTIMATE DESIGN FLOW (GPDI RETAIL 2,182 S.F. 50 GPD/1000 S.F. 109.1 OFFICE 2,432 S.F. 75 GPD/1000 S.F. 182.4 SERVICE 14 SERVICE BAYS 150 GPD/lBAYS TOTAr. 2,100 . * EXISTING FLOOR AREAS ARE BASED UPON INTERIOR AS -BUILT BY ATLANTIC DESIGN ENGINEERS, INC. IN JUNE OF 2016. DEPTH FROM SURFACE (INCHES) BOTTOM OF LAYER ELEV. (FEET) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) REDOXIMORPHIC FEATURES (MOTTLES) OTHER 34.23 O b Cl 34.52 0 ¢ ct 4.44* x b N/F MAP 345 LOT 33 (COMM. CONDO. UNI TS) PROPOSED SEWAGE FLOW CALCULATIONS* (ESTIMATES BASED UPON TITLE 5) CATEGORY AMOUNT UK SEWAGE FLOW ESTIMATE DESIGN FLOW (GPDj RETAIL 5,982 S.F. 50 GPD/1,000 S.F. 299.1 OFFICE 1,859 S.F. 75 GPD/1,000 S.F. 139.4 SERVICE 8 SERVICE BAY 150 GPD/BAY TM'AG 1,200 * SEWAGE ESTIMATES BASED UPON AREAS MEASURED IN A CADD FILE OF PROPOSED FLOOR PLAN PROVIDED BY GENSLER. NET SEWAGE FLOW REDUCTION = 753 GPD Designed by _ Drawn by : IDllant I C DESIGN ENGINEERS, INC. Checked by ASurvey chk. by P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 Approved by : _ FEMALE PLUG FINISHED GRADE DEPTH FROM SURFACE (INCHES) BOTTOM OF LAYER ELEV. (FEET) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) REDOXIMORPHIC FEATURES (MOTTLES) OTHER PERCOLATION TEST BY' WITNESSED BY: DATE: PERCOLATION RATE: TEST PIT #4 - ELEVATION = - DEPTH FROM SURFACE (INCHES) BOTTOM OF LAYER ELEV. (FEET) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) REDOXIMORPHIC FEATURES (MOTTLES) OTHER PERCOLATION TEST BY: WITNESSED BY: DATE: PERCOLATION RATE: DEPTH FROM SURFACE (INCHES) BOTTOM OF LAYER ELEV. (FEET) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) REDOXIMORPHIC FEATURES (MOTTLES) OTHER PERCOLATION TEST BY: WITNESSED BY: DATE: PERCOLATION RATE: P or. W r • or. •- kr•+ � • - • .•or • , �r tr rr r • Y iT Z ri 9 44FAAML Ail �iX•i �i1 �7�iX�iY iT�r.�i7� •iT� '- • �i� �ifii�rr•�i�1� i�i�!•�•f•�w�r�iCi Y it �!7 �iT-;!2 - i!YrF-FR_ �!T !r !r2s!X� i '+*Y fir•�!Y +!� i • r ♦ it • • r r. • a. �a • i • r • r• • m.,rr •. i r • n iY,,.Yryj �!rt<,!!X iY +�Y^!T�!Y ^ ��o!`r;,+� r ��!Y-�7-�!.'�!i ?!Y� • �• : ..�r .may .rYaT:.�T-:`X .��:.� �.rY:.iY:.rT:.�Y::•Y_�'Y::�Y:_�T-.�.�.�Y:.+Y-.�Y.�T.:•�T::�Y::� i F" PERFORATED SCH----/ 5' MINIMUM EO PVC LATERAL BOTTOM OF BED LEVEL SEPARATION :NDS CONNECTED TO FOR ENTIRE LENGTH DISTANCE FROM E" PVC VENT PIPE _GROUNDWATER VENT TO ROOF) SOIL ABSORPTION SYSTEM (LEACHING BED) CROSS-SECTION U^T T I Al �TYCAL 7sba �ac�'°goa�--'EXISTING�cJAo ;ateMAIN OR SERVIC DIE:M TO SEWER USH STONE BEDDING TENCH SECTION DETAIL 3�" MINIMUM TYPICAL SEWER CLEANOUT DETAIL ----- CAP � TNISHED GRADE 12" r 4" PERF. 1•► 1111126130 FINISHED FLOOR ...-... w w.. .. w -. PROPOSED S LINE OUT OF BUILDING 6" PVC ® 1.1 X r0 BE COORDINATED MTH THE OWNER AND ARCHITECT PROVIDE INSECT SCREEN ON OPENING PROPOSED BUILDING $ERFORATED PVC PIPE PLAN VIEW FLUSH MOUNTED CAST IRON ROAD BOX WITH REMOVABLE COVE[ SET IN 18" x 18" CONCRETE COLLAF -EXTEND TO NATURAL SOIL EDGE OF FIELD ATTACH PIPE TO PROPOSED BUILDING - ' -PROPOSED BUILDING - COLLECTOR VENT DETAIL PIPE PLAN VIEW NOT TO SCALE DESIGN FORMULA: NO GARBAGE GRINDER ALLOWED WITH THIS DESIGN SYSTEM REQUIRED PROVIDED DAILY FLOW: 8 SERVICE LIFTS x 150 GPD/BAY 1,200 GPD 5,982 SF RETAIL ® 50 GPD/1,000 SF 299.1 GPD 1,859 SF OFFICE ® 75 GPD/1,000 SF 139.4 GPD LEACHING AREA: 62' x 36' LEACHING BED 2,232 SF LEACHING CAPACITY: SIDEWALL: 2,376 SF x 0.74 GAL/SF 1,639 GPD 1,652 GPD SEPTIC TANK (2 COMPARTMENT): 1ST COMPARTMENT = 2 x DAILY FLOW 3,278 GAL 2ND COMPARTMENT = 1 x DAILY FLOW 1,639 GAL TOTAL• 4,917 GAL 5,000 GAL WIGGINS PRECAST 5,000 GALLON H2O OR APPROVED EQUAL -2 COMPARTMENT SEPTIC TANK - STONE BENEATH SEPTIC TANK COMPARTMENT 2 NOTES 1,639 GAL (MIN) 1. THE OUTLET TEE IS TO BE FITTED WITH A GAS 2. SEPTIC TANK SHALL BE BAFFLE AND EFFLUENT TEE FILTER. USE ZABEL EMBOSSED WITH SEAL STATING MODEL OR APPROVED EQUIVALENT. CONFORMANCE WITH ASTM C 1227-93. WIGGINS PRECAST DB9 H2O OR APPROVED EQUAL -DISTRIBUTION BOX- oon%enr CIQCn AAIn nnurn EOP EXISTING EDGE OF PAVEMENT EOP/Vcc EXISTING EDGE OF PAVEMENT W/ VERTICAL CONCRETE CURB - - - -35- - - - EXISTING 5' CONTOUR LINE - - - -3s- - - - EXISTING 1' CONTOUR LINE X35.42 EXISTING SPOT ELEVATION pq EXISTING WATER GATE o° EXISTING WATER SHUT-OFF EXISTING FIRE HYDRANT Gv EXISTING GAS GATE EXISTING GAS LINE OHW EXISTING OVERHEAD WIRE � EXISTING UTILITY POLE !)- EXISTING GUY WIRE EXISTING LIGHT POLE o EXISTING SIGN EXISTING CHAINLINK FENCE -uiG uiG EXISTING UNDERGROUND ELECTRIC r�EHH EXISTING ELECTRIC HAND HOLE o ❑ EXISTING DRAINAGE CATCH BASIN ® EXISTING MANHOLE COVER Os EXISTING SEPTIC TANK COVER Q® EXISTING MONITORING WELL m]HH EXISTING IRRIGATION HAND HOLE CCB PROPOSED EDGE OF PAVEMENT W/CAPE COD BERM VGC PROPOSED EDGE OF PAVEMENT W/VERTICAL GRANITE CURB MCC PROPOSED EDGE OF PAVEMENT W/ MONOLITHIC (CAST -IN -PACE) CURL PROPOSED CHAINLINK FENCE PROPOSED STOCKADE FENCE 35 PROPOSED 5' CONTOUR LINE 30 PROPOSED 1' CONTOUR LINE a76 PROPOSED SPOT ELEVATION 7C PROPOSED TOP OF CURB ec PROPOSED BOTTOM OF CURB =* PROPOSED DRAINAGE FLOW ARROW_ c PROPOSED DRAINAGE LINE ® PROPOSED DRAINAGE MANHOLE ■ PROPOSED CATCH BASIN ■ PROPOSED DOUBLE CATCH BASIN 0 0 o PROPOSED WATER QUALITY INLET (OIL/WATER SEPARATOR TANK) s PROPOSED SEPTIC LINE. W PROPOSED WATER LINE U/c PROPOSED UNDERGROUND ELECTRIC LINE PROPOSED EROSION CONTROL ® PROPOSED RIP -RAP VAr nonnncrn 1 inur nnl r DISTRIBUTION `BOX L3 & L4=11' 3. SEPTIC TANKS SHALL BE PROVIDED WITH AT LEAST THREE 20" DIAMETER MANHOLES WITH READILY REMOVABLE IMPERMEABLE COVERS OF DURABLE MATERIAL SCALE1�A� I PREPARED FOR: CIVI LAHAM MANAGEMENT AND LEASING, INC. SCALE 1 " = 30' Fi".337i4 0 15 30 45,500 YARMOUTH ROAD DATE ' NO. BY DATE REVISION HYANNIS, MASSACHUSETTS 02601 Z 1) LOCUS OLD YARMOUTH ROAD LOCUS MAP GENERAL NOTES: SCALE: 1 "=2,000'f 1. RECORD OWNER(S): JOSEPH LAHAM 500 YARMOUTH ROAD HYANNIS, MASSACHUSETTS 02601 2. THE LOCUS PROPERTY IS SHOWN AS PARCELS 21-1 AND 29 ON THE TOWN OF BARNSTABLE ASSESSOR'S MAP 345. 3. THE EXISTING CONDITIONS SHOWN HEREON ARE BASED UPON A FIELD SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. IN NOVEMBER OF 2015 THE TOWN OF BARNSTABLE GIS SYSTEM. 4. EXISTING UNDERGROUND UTILITIES INFORMATION IS BASED UPON PLANS AND AS -BUILT INFORMATION ON RECORD AND SURFACE FEATURES AND IS NOT THE RESULT OF A SUBSURFACE SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. 5. THE PROPERTY IS ZONED AS BUSINESS DISTRICT (B) PER THE TOWN OF BARNSTABLE ZONING MAP. 6. THE PROPERTY LIES WITHIN FLOOD ZONE X BASED UPON A REVIEW OF FEMA'S FIRM PANEL NUMBER 250001 CO567J, PRELIMINARILY DATED JULY 16, 2014. THIS AREA IS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOODPLAIN. 7. THE PROPERTY LIES WITHIN A ZONE II BASED UPON REVIEW OF THE TOWN OF BARNSTABLE GIS SYSTEM. 8. THE PROPERTY LIES WITHIN THE WELLHEAD PROTECTION OVERLAY DISTRICT BASED UPON REVIEW OF THE TOWN OF BARNSTABLE GIS SYSTEM. 9. THE PROPERTY DOES NOT LIE WITHIN AN ESTIMATED HABITAT OF RARE WILDLIFE OR A PRIORITY HABITAT OF RARE SPECIES BASED UPON REVIEW OF THE NATURAL HERITAGE AND ENDANGERED SPECIES PROGRAM 2008 MAPS OBSERVED ON THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. 10. THE PROPERTY DOES NOT LIE WITHIN AN AREA OF CRITICAL ENVIRONMENTAL CONCERN BASED UPON A REVIEW OF THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. SEPTIC NOTES: 1. ALL DIMENSIONS ARE PERPENDICULAR TO THE PROPERTY LINES. 2. ALL SYSTEM COMPONENTS SHALL BE INSTALLER IN COMPLIANCE WITH THE STATE SANITARY CODE TITLE V AND THE LOCAL BOARD OF HEALTH REQUIREMENTS. 3. ANY CHANGE TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND DESIGN ENGINEER. 4. BEFORE BACKFILLING THE SYSTEM, THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND BOARD OF HEALTH TO INSPECT. 5. HEAVY EQUIPMENT SHALL NOT TRAVEL OVER DISPOSAL SYSTEM DURING OR AFTER CONSTRUCTION. 6. TIGHT JOINT (T.J.) PIPING SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) PIPE, SCHEDULE 40. ALL PIPES TO BE LAID ON FIRM BASE AND TO BE WATERTIGHT. ALL CONNECTIONS AND JOINTS SHALL BE MECHANICALLY SOUND AND TIGHT. 7. DISTRIBUTION BOX SHALL BE WATER TESTED FOR LEVELNESS. DISTRIBUTION BOX SHALL HAVE AN INLET TEE EXTENDING TO ONE INCH ABOVE THE OUTLET INVERT ELEVATION. 8. THE DESIGN ENGINEER SHALL CERTIFY INSTALLATION. 9. ALL SEPTIC SYSTEM COMPONENTS SHALL BE REQUIRED TO WITHSTAND H-20 LOADING. 10. EXISTING LOT SERVED WITH TOWN WATER SERVICE. 11. CONTRACTOR SHALL REMOVE ALL UNSUITABLE MATERIALS (ORGANICS, FILL, A AND B LAYER SOILS) WITHIN 5 FEET ALL AROUND AND UNDER THE PROPOSED LEACHING FIELD AND REPLACE WITH SAND CONFORMING TO 310 CMR 15,255(3). nnnnnc�nn �arnn�n_ �.�nn�n � wri PROVIDE 2' OF 1i DOUBLE GW ELEVATION TO BE DETERMINED BY TEST PIT SEPTIC SYSTEM DESIGN PLAN FOR CADILLAC CAPE COD HYANNIS, MASSACHUSETTS OCTOBER 7, 2016 FILE: 2827.01-SEPTIC-1640-GPD Sheet of 1 1 JOB NUMBER 2827.01 y �r cer7% -o - I - - -- - _ G.��io-- L�V�'- -��� - - y ���K- 6�.,� _ s irate� �o�v �v7�i��•.*! 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