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0230 OCEAN STREET - Health
230` Ocean S trcet'�ri �.....Hyaniiis A 1 326 - 069 1 i I i I TOWN OF BARNSTABLE , LOCATION „73a �2<4 sr- SEWAGE# VILLAGE_ c rs ASSESSOR'S MAP&PARCEL Maw- P 663 INSTALLERS NAME&PHONE NO. �c� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) �. r NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE 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 facili Feet FURNISHED BY lb C lty d ! �fNE 111,,_ DATE• FEE: 0 S� MASS. M� REC. BY .Town of Barnstable W41 SCHED. DATE: Board of Health 200 Main.Street;Hyannis MA 02601 Office: 508-8624644 Wayne A.Miller,M.D. FAX: 508-790-6304 - Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: �3� 1./'�'�JEAN-1 � Q-E� ET AYAyo "t S Assessor's Map and Parcel Number:'_ Size of Lot: © 1 �� /-?�c Wetlands Within 300 Ft. Yes Y, Business Name: YA.N(,.I "4�-C-60'Q, 7 O U C> a. No Subdivision Name: ,f APPLICANT'S NAME: Phone S1 5 " 8S Did the owner of the property authorize you to represent him or her? Yes _ No PROPERTY OWNER'S r�NAME CONTACT PERSON Name: yA(�c�kS t-�Cl44z `bU Name: � Lti4�t��•.R 1 l�t_c ►\jAr k E.s cn,l.11j E Lau t.16�t.ik-C . • 8lblo.: f11C-LmF=— a sc_S -t (?— c> Address: 27- C Na rJ >v L- Per-1 yo-T QV Address: 766rid kA y A"A r-3-c t Pt oz Go I Phone:- T7 S- -71 A 5 Phone: q � VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) t f -�H ct��E►u"r A c tZ✓t-t e des, NATURE OF WORK: House Addition ❑00000 House Renovation ❑ Repair of Failed Septic System ❑ Checklist (to be completed by office staff-person receiving variance request application) . Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (forTitle V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) . - Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK1\VARIREQ.D0C t Ex Attachment A Sullivan Engineering Inc. Osterville,Mass. 3/20/2008 Re: Hy-Line Cruises Ferry Terminal Expansion Channel Point Road, Hyannis Variance From Regulation&Reason For Variance: Hy-Line is requisitioning a variance to Town of Barnstable Health Regulations, Chapter 332: Food Establishments,Article 322-4, and Toilet Facilities. This article calls for separate facilities for both male and female employees. Hy-Line designed its new terminal in accordance with the State Plumping Code which allows for a unisex facility to satisfy both the male and female required employee restrooms(248 CMR 10.10(18)(i)). Relief is requested due to the fact that this new building under construction is part of the overall Hy-Line Facility which is.on the same property and held in common ownership. The existing terminal building(to remain) sits directly adjacent to the new building under construction(less than 40 feet away)and currently houses fully handicap accessible male and female restrooms which can be accessed from the exterior as well as the interior of the building. The female restroom contains 3 stalls and the male restroom has 1 stall and 1 urinal. Due to the nature of the ferry service that Hy-Line Cruises provides,most of the people on site are passing through to board boats and are not on site for extended lengths of time. In addition the proposed new building is not intended to provide more rider-ship capacity rather it is intended to provide better amenities to customers using the ferry service. . �. l of l 09/25/2005 11:45 5087785966 HYLINE CRJISES PAGE 02. . $Cnn9es from Hyannis to Nenlucket _ BOARD(if DIRECTORS and Martha 6 Vlneyatd>91Ancls r-: s RichkrC M.Scudder � Hyanni�,+art Flarbar Srgftaee�np Cruise f� s' Cn�Irtnan .` fi'"1eeP Sea Fwting ! Frederic F.Scudder II Cape'Cod�lanBl Cnasae _ Vl=Chealfr*.. t . .:,Cape Cod Custom Tov�s _ Ntark Susan SG+,dda%,DeManinc_ A 5arvice of Hyannis HarborToum,Inc. F"Iip S.Sowdlir David F.Scudder R.Muffay Scudder,Jr. September 25, 2006 Town of Barnstable Board of Health 200 Main Street Hyannis,NfA.;02601 Dear Boatel of Health; I hereby authorize Sullivan Engineering to represent Hyannis Harbor Tours,Inc. d/b/a Hy-Line Cruises:before the:Town of Barnstable Board of Health. Respectfully, R. Mur:ay Scudder,Jr. Owner/Vice President _ "R.MS.Jr.:jixp 212 Channel Point Road,Hyannis,MA 02MI-4711 www.hy-linecruises,com General Offices(508) 75 7185 Group SaieWMarkettng (508)778-2688 Fsx(5CG8)','TB-5966 Faz{508)T5-266? a Cruises from Hyannis to Nantucket BOARD OF DIRECTORS and Martha's Vineyard Islands ]'7� Richard M.Scudder � Hyannisport Harbor Sightseeing Cruises �//LJI,I�, Chairman Deep Sea Fishing Frederic F.Scudder II Cape Cod Canal Cruises vice Chairman Cape Cod Custom Tours Mark M.Joseph Susan Scudder DeMartino A Service of Hyannis Harbor Tours, Inc. Philip S.Scudder David F.Scudder May 23, 2008 R.Murray Scudder,Jr. Town of Barnstable " ' w Regulatory Services Department Public Health Division 200 Main Street Hyannis, MA 02601 To Whom It May Concern: I am writing to address questions raised by the Board relative to the application of The Coffee Table Cafe, a new tenant at Hy-Line Cruises Landing, 230 Ocean Street, Hyannis. 1. The cleaning of the public restrooms is the responsibility of the Property Management division of Hy-Line Cruises. The scheduled cleanings are 5:30 a.m., 10:00 a.m., 1:30 p.m, 4:30 p.m., and 7:30 p.m. Frequent inspection of all public restrooms will dictate additional cleanings between the scheduled times listed. 2. The maintenance closet will be cleaned and supplies replenished on the same schedule as the public restrooms. Y 3. Personal belongings will be stored as indicated on the enclosed plan. M If there are any further questions or concerns, please contact me at your earliest convenience. Thank you for your consideration in this matter. Very truly yours, -~' J. Marty DeMartino Property Manager JMD:jbp enclosure 22 Channel Point Road, Hyannis, MA 02601-4711 www.hy-linecruises.com General Offices(508)775 7185 Group Sales/Marketing(508)778-2688 �- I Fax(508)778-5966 Fax(508)775-2662 A■SBICAN BUS ASSOCIATION Q Q Q Q Q I EO. E.. pQ I TI �c Rp� AO I c I — ,<\ o- > - --- 70 i —- i, -u oa r z �mx _ ms ou mm5 � NLN d ,II. Q m8 ➢zm :m ; � �9 �s m ill �m 4 II Cg m� A z_W" _ I - l'-105' ]'-9�•. yy S �- L>Ko Vim(/` `� b•'/ b—� — ,^^ s.l m CIEA _ zn �3 I o III R — 9FiIi1 Al m ?ms - ail I ter o-- F.CE ---- - i A € & is93 b �1 �Rlcr�oc's�. J ° FERRY TERMINAL IMPROVEMENTS ° ` J T �■�■-BROWN LIND9UIST FENUCCIO&RABER g FOR aacnTEcrs.INc. � o u T HY-LINE CRUISES =7 s 0 230 OCEAN STREET —' a HYANNIS,MA Iryiy\1� � �) j �`���'' 2�� f No. Fee J t' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zip plicatiou for Mii pogal 6p5tem (Cou.5truction Permit Application for a Permit to Construct(,-Y'--Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑' hdividual Components Location Address or Lot No. ZZD Ocew, Owner's Name,Address,and Tel.No. f V1&V\(\t a \_\`tC V\Y\,S Assessor's Map/Parcel UZ c'I�wnr.�,la•� iiar�� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. tfskf-�i1� �g •-a. . wklmrtok v-ti2� 33�E 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(min.required) gpd Design flow provided gpd Plan Date �`j-1�(�U�] \- Number o sheets Revision Date y—I�{"G Title P S+1� .� Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) l' c. SI 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 Certificate of Compliance has been issued by this Boa f Health. Signe Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. '� — Date Issued ' (Q .� k... 77 rr No � � ',/ �� � 1/� 6 r r. e aa� Fee JA �" Entered in computer: THE COMMONWEALTROF MASSACHUSETTS PUBLIC HEALTH DIVISION =TOWN`OF BARNSTABLE, MASSACHUSETTS Yes Rpprication for Di5pooar *pgtem Cott!6truction Permit Application for a-Permit to Construct,(.�)''�Repair O Upgra e O Abandon O ❑ Complete System O'lndividual Components " Location Address or Lot No. Owner's Name,Address,and Tel.No. t,� •t�h �A Jr Assessor'sMap/Parcel 3Z[��io6 U N �h n�et'✓s�� � Installer's Name Address,and Tel.No. Designer's Name,Address and Tel.No. 04-1 dor.)S�s-ry a C7 to.) Us 3k kw,r Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) r""' Other Type of Building ;No.of Persons Showers( ) Cafeteria( ) Other Fixtures ¢ (' Design Flow(min.required) gpd Design flow provided gpd Plan Date-44vi-"0-7 Number of sheets Revision Date y-1 ^0 Title Size of Septic Tank Type of S.A.S. Description of Soil I� r Nature of Repairs or Alterations(Answer when applicable) +1c(`�{F,c , ,fe, �e SI 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 Certificate of Compliance has been issued by this Boa's• of Health. Signer Date IA Application' Approved by( Date "t I I ,Nxt Application`Disapproved by: Date for the following reasons a , Permit No. _ © ^ Date Issued THE COMMONWEALTH OF MASSACHUSETTS J _ BARNSTABLE, MASSACHUSETTS ��v (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by t eke - at 7Z4 y Z�o Q(5Sr\ �. *_1- c,v\^% c�i has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 60'�;_ ��5 dated /b f Jo e . Installer cC�s�l ,,�sC' Designer #bedrooms , Approved design flow gpd The issuance of)�Kis P emit s �alltno be ons,rued as a guarantee that the system 'i c 'on/.as,dd�e-siggnned: Date IJ� !/ Inspector_� ��/t�9��- ✓�L ( /�f ,'d /.� ---------- �j--- ----------------- ---?----J-- — ..i Fee ]D�� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS =i5 pogat *pgtem Construction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) System located at 77-a t L 3� nc r4,v\ SN, h\YAYXA. `5 and as described in the above Application for Disposal,System Construction Permit.The applicant'recognizes his/her duty to comply with Title S and the following local provisions'or special conditions. Provided: Construction m t be completed within three years of the da oaf f t�ii��permi . Date I � Approve�`b3 { Town of Barnstable Regulatory Services Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office,508-862-4644 Fax: 508 790-6304 Installer& Designer Certification Form ��I2a l ZAq- a8 Sewage Permit# k`S 1 Assessor's Map�ParceGE -Date: - Designer: 'L� E� � ��y ,u-7 Installer: N cue 1 (20 n),s on o N' Address: Qc> C`�s�e.,nu.r, Address: 39' �Scy On e-tc E�y was issued a permit to install a (date) (installer) ;' 4 septic system at ZZO 230 ®cC-�w C' r �YAn�s based on a design drawn'by (address) 0-7 I tG-0 5'c.o A J\A t©8 v L-1--�v w w�G t&i c. dated t �. (designer) x fF n a • I certify that the septic system referenced above was installed substantially according to the design,which may include minor"approved changes such as ` lateral relocation of the distribution'box and/or septic tank.' 5 a.a o E i o�.e , s ' yI certify that the septic system referenced above was installed with major changes a. (i.e.greater than 10' lateral relocation of the SAS or any vertical relocation of any Y ' component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow.. staller's Signature) FTER No. 29733 FIST .. . 1 AL (Designer's Signature) (Affix Designer's Stamp Here) Title 5: 310CMR 354 Abandonment of Systems,Section(3)does not address the abandonment of grease traps connected to Town Sewer only the abandonment of septic systems Further a grease trap is not defined as a system component.The design had called for the removal of the existing 1000 gallon grease trap.The,contractor did choose to relocate the proposed 2000 gallon grease:rap less than 10 feet which allowed-theyexisting grease trap to remain in place.All piping was disconnected to/from the existing grease ` ,trap and the tank sealed.The existing fianlc was not removed as cal 1e for on the permit drawing. Where �` *` -abandonment oi'4ease traps is not addressed in Title 5 the ' . o inion the existing as built condition ,n my P meets substantial ompliance with the design:E.The ovine has been made aware of this condition and rt is 44easonable. Y 2 3 4 7 —21 10 a 9 3e_ac Town of Barnstable Barnstable THE r © .G °F�° ti Board of Health M--AmaricaC'V (i - ' � 200 Main Street, Hyannis MA 02601 i=N•naI.:�sraat.E, I �, - ��o�039�� 2007 FD MA1 A Office: 5 8-8624644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. 7unichiSawayanagi 'f February 6, 2009 . w Michael Ford, Esquire PO Box 665 West Harwich, MA 02671 RE: Sandra L. Tubman, Trustee of Ruth M. Rusher Trust, 111 Ocean Street, Hyannis .� Dear Attorney Ford: 1 You are granted variances from 105 CMR 410.400 (C)', Minimum Square Footage, on behalf of your client, Sandra L. Tubman, Trustee of Ruth Rusher Trust, which requires ...in a rooming unit, every room occupied for sleeping purposes by one occupant shall contain at least 80 square feet of floor space; every room occupied for sleeping purposes by more than one occupant shall contain at least 60 square , feet for each occupant. These bedrooms will not meet the standard minimum requirements of floor space per occupant(s) in a room. Multiple sleeping rooms will be constructed less than 80 square feet at the proposed youth hostel at 111 Ocean Street, Hyannis. After much discussion, the Board agreed with the philosophy that due to the w temporary occupancy with a maximum stay of 14 days in aggregate, along with the desire to offer reasonable temporary housing for young visitors who stay at youth hostels, a variance should be granted. This variance is granted with the following conditions: The rooms shall be used for temporary occupancy, The building and the bedrooms shall conform to the Hostelling International HI-USA HOSTEL QUALITY STANDARDS effective I January 2009. Television sets are not authorized in the sleeping rooms. A ceiling fan shall be installed within the second floor sleeping room(s). ❖ The total number of beds (including cots and roll-a-ways) in hostel shall not exceed the approved number of beds as authorized on current hostel license or certificate of occupancy. Beds are always counted according to their maximum potential capacity* Aay (e ely yo s Miller, M.D. Chai man *Page 12, Hostelling International HI-USA Hostel Quality Standards Effective 1 January 2009. Q:\WPFILES\Ford I I I Ocean St Hy Dec2008.doc l contingent upon that fact that there is no increase in flow, 4) Use is 632 gallons per day, 200% of average water demand, and 5) American Tent Company must maintain daily log for grease removal. Board grants six month extension on repair for systems B & E which will be in effect until July 1, 2008. IV. Septic Variance (New): A. Michael Ford representing Sandra Tubman, Trustee of Ruth Rusher Trust, owner - 111 Ocean Street, Hyannis, Map/Parcel 326-045, 0.45 acre lot, variances requested to 105 410.400 (C) for a proposed construction or reconstruction of dwelling into a youth hostel. The Board voted to approve the reconstruction of dwelling at 111 Ocean Street, Hyannis into a youth hostel with the following conditions 1) Facility must adhere to the Hostelling International Hi USA-Hostel quality standards dated January 1, 2009. The standards include, but are not-limited to, no television and no smoking. (2) Rooms with less that 60 square feet will require bunk beds. 3) Permanent staff must have adequate square footage. Any staff residing there for more than 14 days must have living quarters that adhere to standards of state sanitary code. (4) Health variance will be reviewed annually to ensure that it is incorporated into the town managers license agreement. I B. JC Engineering representing Christian Camp Meeting Association, owners — 915 Craigville Beach Road, Map/Parcel 225-001, Centerville, 2.5 acre parcel, three variances regarding setbacks. The Board voted to approve the following variances at 915 Craigville Beach Road, Centerville 1) 2.6 foot variance from property line to pump chamber. 2) 3.5 foot variance from leaching facility to front property line. 3) One foot variance for the groundwater separation. 4) Local variance from Article 2 Section 360-2 (soil stability) to allow for the upgrade of septic system. C. Mike Aucoin, A&M Land Services, representing Linda Childs, owner— 54 Circle Drive, Map/Parcel 228-036, Hyannis, 0.53 acre parcel, three variances regarding setbacks of SAS. The Board voted to approve the variance with the following conditions: 1) Replace both tank and pump chamber with watertight monolithic tank, 2) provide buoyancy calculations for both, and 3) Effluent filter must be shown on the plan. D. FOOD ESTABLISHMENT: David Lawler representing Adam Weiner, Trustee, Guaranteed Fresh Produce — 35 lyannough Road, Map/Parcel 343-002, Hyannis, 0.67 acre, existing system is two feet above groundwater. Board agrees that there is no need for a variance for groundwater separation as the original plan for the septic took into account the correct calculations to deal with the groundwater. Dec 9,2008 Page 2 of 3 Bk 23298 IRs2t0 J1 t0 12b 12—$05-2008 8 - 9* � 3 P . o`rn€r Barnstable The Town of Barnstable ktobd >�stasr�, > Growth Management Department >� 367 Main Street,Hyannis,MA 02601 Office: 508-862-4678 Patty Daley 2007 Fax: 508-862-4782 Interim Director REGULATORY AGREEMENT Rusher Trust Hostel 111 OCEAN STREET, HYANNIiS This regulatory agreement("Agreement")is entered by and between the applicant, Ruth M. Rusher Trust, ("Ap iicant"and" eloper°)and the Town of Barnstable("Town"), a municipal corporation,on this%day off° 08 pursuant to Section 240-24.1 of the Barnstable Zoning Ordinance and Section 168 of the Barnstable Code; WITNESS: WHEREAS, the Applicant under this Agreement will contribute public capital facilities to serve the proposed development and the municipality or both; WHEREAS, this Agreement shall establish the permitted uses, densities, and traffic within the Development, the duration of the agreement, and any other terms or conditions mutually agreed upon between the Applicant and the Town. WHEREAS, this Agreement shall vest land use development rights in the property for the duration of the Agreement, and such rights shall not be subject to subsequent changes in local development ordinances, With the exception of changes necessary to protect the public health, safety or welfare. WHEREAS, the Town is authorized to enter into this Agreement pursuant to Chapters 168 and 240 of the Barnstable Code; WHEREAS, the Applicant is the legal owner of the property("Property")at 111 and 105 Ocean Street, Hyannis, consisting of approximately.45 acres,shown on Barnstable Assessor's Map 326 as Parcel 045, title to which is recorded in Barnstable County Registry of Deeds Book 18564 Page 234,and desires to develop the Property pursuant to a Regulatory Agreement; WHEREAS, it is anticipated that ownership of the Property will be transferred from the Ruth Rusher Trust to the Cape Cod Foundation once building permits are issued for the Project and as such the Cape Cod Foundation shall also be a signatory to this Agreement and when the team"Developer"is used herein it shall include the Cape Cod Foundation; WHEREAS,the Applicant is willing to commit itself to the development of the project substantially in accordance with this Agreement and desires to have a reasonable amount of flexibility to carry out the Development and therefore considers this Agreement to be in its best interests;and WHEREAS, the Town and Applicant desire to set forth in this Agreement their respective understandings and agreements with regard to development of the Property; WHEREAS, the Development will not require regulatory review under the Massachusetts Environmental Policy Act(MEPA)or the Cape Cod Commission Act; WHEREAS, the Applicant has made application to the Planning Board pursuant to Section 168 of the Barnstable Code; Regulatory Agreement Rusher Trust Hostel 1 105 and 111 Ocean Street,Hyannis October 2,2008 Bk 23298 Pg 208 #t~61260 WHEREAS, the Development is located in the Hyannis Growth Incentive Zone("Hyannis GIZ")as approved by the Cape Cod Commission by decision dated April 6, 2006, as authorized by Barnstable County Ordinance 2005-13, Chapter G, Growth Incentive Zone Regulations of the Cape Cod Commission Regulations of General Application; WHEREAS, the Development is not subject to review by the Cape Cod Commission as a Development of Regional Impact due to its location in the GIZ and due to the adoption of Barnstable County Ordinance 2006-06 establishing a cumulative development threshold within the GIZ, under which this development may proceed and the Applicant has submitted a Jurisdictional Determination to the Town of Bamstable Building Department to confirm the same; WHEREAS, the Applicant has undergone informal review by the Hyannis Main Street Waterfront Historic District on August 15 and September 19,2007; WHEREAS, the Applicant has undergone informal site plan review on September 5,2007; WHEREAS,the Development is serviced by municipal sewer and does not impact resources protected by the Barnstable Conservation Commission; WHEREAS, the Applicant will require zoning relief from the use regulation schedule in the HD zoning district, more specifically referred to in Paragraph 36, below; WHEREAS, the Applicant has undergone at least two public hearings on the Agreement application and received a majority vote from the Planning Board approving the application on January 28,2008; WHEREAS,,the Applicant has undergone a public meeting on the Agreement application before the Town Council and received a 2/3rds vote approving the application on October 2,2008; NOW,THEREFORE, in consideration of the agreements and covenants hereinafter set forth,and other good and valuable consideration,the receipt and sufficiency of which each of the parties hereto hereby acknowledge to the other, the Applicant and the Town do enter into this Agreement, and hereby agree and covenant as follows; 1. The Applicant agrees to construct the Project in accordance with the plans and specifications submitted to and approved by the Town, listed as follows and made part of this Agreement by reference: a. Plans entitled°Proposed Site Plan"Sheet S-1 dated 02.26.2007, and Proposed Plans A-2,A- 3, A-4;A-5, and A-6 dated 06.26.2007 prepared by A+E Architects, 15 Cape Lane, Brewster, MA b. Such other plans and plan revisions as may be required by the terms and conditions of this Agreement. 2. The Developer proposes to renovate four existing buildings to develop the Property as a Hostel. For the purposes of this Agreement,a Hostel is defined as a facility which provides inexpensive, overnight accommodations for travelers in dorm-style rooms with male,female, coed and family rooms. The hostel is designed to bring people together through the use of shared kitchens bathrooms,and common areas. The four existing buildings at the Property shall be remodeled and updated to comply with applicable building and health codes. 3. A new 16 car parking area is also proposed to service the hostel(the'Development"),with 13 spaces of pervious parking and an additional three lined and available if the need arises. 4. As shown on the plans entitled, proposed Plans A-2,A-3,A-4,A-5,and A-6 dated 06.26.2007 prepared by A+E Architects, 15 Cape Lane, Brewster, MA Hostel shall have a maximum of 13 rooms Regulatory Agreement Rusher Trust Hostel 2 105 and 111 Ocean Street,Hyannis October 2,20D8 1 Bk 23298 Pg 209 #61260 A with a maximum of 47 occupants, including Hostel staff and children under 18.The maximum number of occupants shall be posted in the area of the premises where guests register. 5. When open,the Hostel shall have a minimum number of one Hostel staff on the premises on a 24 hour basis. 6. Hostel visits shall be limited in duration. Each individual Hostel visitor shall be limited to not more than fourteen (14) aggregate nights in a one year period. The Hostel management shall keep a log containing the names of visitors or groups of visitors occupying the Hostel. The log shall be made available for inspection by the Town Board of Health and/or the Town Manager's office upon request, but in no case shall such log be made available later than five(5) business days after receipt of a written request by the Town. 7. The Hostel shall operate on a seasonal basis and shall not receive visitors between November 161h through April 14th of each year, but may be open at its option seven(7)days a week from April 15'h through November 15`h in any one year. 8. Separate sleeping accommodations shall be provided for visiting boys and girls under the age of 18. This shall not apply to a family sharing a discrete room. 9. The preparation of food shall be restricted to the kitchen and a designated area for outdoor grilling and dining.The management shall ensure that food preparation does not occur in sleeping rooms. 10. The Hostel management shall clearly post and shall enforce a quiet time between 11 pm and 7 am. 11. Smoking shall not be allowed. Outdoor smoking on the premises shall only be permitted in designated areas with proper receptacles. 12. The possession and/or consumption of alcoholic beverages or illegal substances shall be prohibited. The management shall take steps to remove anyone from the premises who has had too much to drink or is disruptive. 13. Animals,with the exception of service animals assisting persons with disabilities, shall be prohibited. 14. The four_habitable buildings shall include a full emergency sprinkler system as approved by the Hy anriis Fire District. 15. The curb cut on Ocean Street shall be configured on Ocean Street so it only allows for"right turn in, right turn our and Developer shall install a'No Left Turn"sign. 16. Developer shall construct a Passive Stormwater Maintenance and Infiltration System to service the Development 17. Developer will provide a bicycle rack at the Property. 18. Developer and its successor(s) shall maintain all landscaping and drainage facilities during the term of this agreement for the period for which the development rights granted hereunder continue to be exercised. 19. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Barnstable Code Section 240- 104(G). This document shall be submitted before the issuance of the final certificate of occupancy. 20. Prior to the issuance of any building permit,the Developer shall submit a landscape plan which shall be reviewed and approved by the Planning Board. Regulatory Agreement Rusher Trust Hostel 3 105 and 111 Ocean Street,Hyannis October 2,2008 Bk 23298 Pg 210 #61260 21. The Developer shall apply or cause its approved operator to apply for and receive a yearly license for the operation of the Hostel from the Town Manager or his designee, unless the Town Manager determines that there is an alternative adequate licensing procedure. The Developer agrees that for . the first year the fee for said license shall be$1,000 per year. Thereafter,the fee shall be determined pursuant to the Town's fee-setting procedures.A denial, suspension or revocation of a license by the Town Manager or his designee shall result in the closure of Hostel operation on the premises, subject to all rights of appeal. No occupancy permit shall be issued until the Developer demonstrates that the premises are duly licensed. 22. Developer shall permit or cause its approved operator to permit the inspection of the premises by town staff, including but not limited to health, building and fire safety personnel. 23. Upon notice and hearing,the Town Manager reserves the right to terminate Hostel operations if necessary to protect the public health, safety or welfare. 24. No change in the licensed operator of the premises shall be permitted without the prior written approval of the Town Manager or his designee. 25. Any reconfiguration of the interior of the premises which alters the number of rooms available for guests shall receive the prior written approval of the Planning Board,who may approve such change administratively. 26. The development rights granted hereunder shall be exercised and development permits may be obtained hereunder for a period of two years from the effective date of the Agreement, provided, however, that prior to the expiration of said one year period the Applicant may request one six month extension to obtain development permits. Upon receipt of necessary development permits, construction shall proceed continuously and expeditiously, but in no case shall construction exceed 2 years from receipt of necessary development permits. The Applicant estimates that construction will commence on or about November,2008 and will be completed on or about November,2009. 27. Commencing in the third year of operation,the Developer has agreed to contribute to public capital facilities to serve the proposed development and the Town by making a yearly payment in lieu of taxes.The initial payment shall be$5,355.40,which amount shall be increased by 2'/per cent per year. No license(permit)shall issue for the third year of operation until the initial payment constituting a contribution to public capital facilities has been received by the Town. The Town Manager shall make provision for a proportionate share of said payment to be paid to the Hyannis Fire District 28. Any lighting for the development shall be contained on-site,shall be down cast and shall not contribute to light pollution of the area. 29. All landscaping within the Development shall be low water use and shall minimize the use of fertilizers and pesticides in keeping with the Hyannis Village Zoning Districts Design and Infrastructure Plan. 30. All plumbing fixtures shall be low water use fixtures and other water conservation measures are encouraged in the design and development of the project. 31. Construction and demolition debris from the Development shall be removed and reused or recycled to the maximum extent possible. . 32. Developer is responsible for obtaining all applicable permits and licenses, including but not limited to the following: foundation permit, building permit,street excavation permit(necessary for work in all public spaces)sewer permits and water permits. 33. Exterior construction impacts shall be minimized and construction shall be limited to the hours of 7:30 a.m.to 6:00 p.m.weekdays, and 8:30 a.m.to 2:00 p.m. Saturdays. No exterior construction shall occur on Sundays. The Building Commissioner shall establish protocols to minimize the location of staging, noise, dust,and vibration. Regulatory Agreement Rusher Trust Hostel 4 106 and 111 Ocean Street,Hyannis October 2,2008 Bk 23298 Pg 211 #61260 34. To the extent that the referenced plans do not depict all of the findings and conditions as set forth in this Agreement, revised plans and/or notations shall be provided. In addition to permits, plans and approvals listed above, any and all permits and Iicenses required shall be obtained. 35. Developer has represented to the Board that it intends to enter into contract with the Eastern New England Council Hostelling International—American Youth Hostel, Inc. to operate the Hostel. Prior to the issuance of any occupancy permit for the premises, Developer shall submit a copy of said contract to the Planning Board for their determination that the contract incorporates the terms and conditions of this regulatory agreement.All operators shall be bound by the terms and conditions of this Agreement and the Developer shall incorporate this Agreement by reference into any contract it enters into for the operation of the premises and said contract shall require that the operator comply with the terms of this Agreement. 36. Town hereby grants a waiver from the following zoning restrictions: permitted or conditional use in the HD zoning district(Hostel), Section 240-24.1.7 of the Barnstable Code and reduction in onsite parking requirements, Section 240-24.1.10(4)(b) 37. The Developer shall submit revised plans which address the comments submitted by the Site Plan Review Committee dated September 5,2007, to the extent applicable,which plans shall be reviewed and approved administratively by the Building Commissioner. IN WITNESS WHEREOF,the parties have hereunto caused this Agreement to be executed,on the day and year first above written. Dated this day of U �� 200& Town of Barnstable Developer By. By Cape Cod Fou at-ion By Developer }l J / / /1 �j(kA Regulatory Agreement Rusher Trus. 5 105 and 111 Ocean Street,Hyannis 5�, iS ` October 2,2008 �OpYHETp� TOWN OF BARNSTABLE Building d ' s Application Ref: 200803538 BARNSTABLE, Issue Date: 07/03/08 Permit 9 MASS. 1639• Applicant: CHRISTOPHER J RAYE Permit Number: B 20081363 AtFO MA'1 A Proposed Use: COMMERCIALLY ZONED DEV LAND Expiration Date: 12/31/08 Location 230 OCEAN STREET Zoning District HD Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 326069 Permit Fee$ 837.20 Contractor CHRISTOPHER J RAYE Village HYANNIS App Fee$ 100.00 License Num 063913 Est Construction Cost$ 92,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TENENANT FIT OUT FOR"RAW BAR" THIS CARD.MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: HYANNIS HARBOR TOURS INC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 22 CHANNEL POINT RD INSPECTION HAS BEEN MADE. HYANNS,MA 02601 Application Entered by: PR Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHYTO OCCUPY,ANY STREET,.ALLY OR SIDEWALK OR`ANY.PART'.THEREOF;EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. _ STREET OR ALLY:GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE'CONDITIONS OF ANY. SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF .DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1=( t4 `f - 3 ' 0 1 Heating Inspection Approvals Engineering Dept C CD P f Fire Dept 2 Bo f al 3/� ( 7/� °F�HEr y TOWN OF BARNSTABLE Building Application Ref: 200803540 • * BARNSTABLE, * Issue Date: 07/03/08 Permit y MASS. i639- A Applicant: CHRISTOPHER J RAYE Permit Number: B 20081,362 FO MA't Proposed Use: COMMERCIALLY ZONED DEV LAND Expiration Date: 12/31/08 Location 230 OCEAN STREET Zoning District HD Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 326069 Permit Fee$ 946.40 Contractor CHRISTOPHER J RAYE Village HYANNIS App Fee$ 100.00 License Num 063913 Est Construction Cost$ 104,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND i TENANT FIT OUT FOR"THE COFFEE TABLE" THIS CARD MUST BE KEPT POSTED UNTIL FINAL J INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: HYANNIS HARBOR TOURS INC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 22 CHANNEL POINT RD INSPECTION AS BEEN MADE. HYANNS, MA 02601 paj Application Entered by: PR Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK:OR ANY PART.THEREOF,.EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST.BE APPROVED BY THE JURISDICTION. STREET OR ALLYGRADES AS WELL AS DEPTH AND.LOCATION OF PUBLIC'SEWERS'MAY BE OBTAINED FROM THE DEPARTMENT OF;PUBLIC WORKS, THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF'ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ► e � � g � . � . 0 o BUILDING APPROVALS INSPECTION O O ALS PLUMBING APPROVALS INSPECTION RO ALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 7 1 Heating Inspection Approvals Engineering Dept jt5:-�jD C 0 �n Fire Dept 2 r 3 0 � � 9 dr P~ Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. January 10, 2007 Mr. Peter Sullivan, P.E. Sullivan Engineering, Inc. P.O. Box 659 Osterville, MA 02655 y A 326� Q.69 REAH annisa„Harbor l"ou,rs/2$30 ®ceanSKtreet, Hyannis ' _ a A and Dear Mr. Sullivan, You are granted a variance on behalf of your client, Hyannis Harbor Tours d/b/a Hy-Line Cruises, to place a dumpster within ten feet from a property line, at 230 Ocean Street, Hyannis. The variance granted is as follows: Section 353-4, Town of Barnstable Code: To place a dumpster 2.31 feet away from a property line, in lieu of the required 10 feet separation distance. This variance is granted with the following conditions: (1) The dumpster shall be screened from public view. Fencing, evergreen trees, bushes, or other materials may be used to screen the dumpster. (2) The dumpster shall not be emptied any earlier than 7:30 in the morning. This variance is granted because the physical constraints at the site severely restrict the location of the dumpster due to the small size of the lot (only 0.17 acres). Since ly yours, I W ne giller, M.D. Chairman Wp/SullivanDumpsterHyannisHarborTours07 �(NE DATE:— FEE: enaxsuu�, = r� 1639.p�� PEC. BY `7C Town of Barnstable SCHED. DATE. �10 Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION 1 Property Address: r3 o S T17—C—E1 �JYA-t-Lf X L 5 Assessor's Map and Parcel Number: �j`zCp , 6( 9 Size of Lot: 0 , k7 Wetlands Within 300 Ft. Yes Business Name: YeA— l.t�� AZ160?- ` No 1 Subdivision Name: APPLICANT'S NAME: Yy,u�.�t Ti�f�gpye �u2S Phone --775-Z 1SJ Did the owner of the property authorize you to represent him or her? Yes% _ No PROPERTY OWNER'S NAME CONTACT PERSON Name: O U id.-S Name: qG--T;En . 19U L Lv%/'P�►,-L E b - L,u G Cle-0 15 ES S U L L x jAl,\ IEI�6ttty cE_e.� 6, 1NC Address: ZZ CW1(11r.r41at1 70 LL^ 24 Address: u Phone: `OM- -77S- T I MS Phone: C-)S-k4aV--,j kLL C-- VARIANC-EEF FROM CRE2GULATION(List Reg) REASON FOR VARUNCE(May attach if more space neeedded) � F� 353_q• MtW Gm-ropt . LAC.Pr%L0A-L V:�D2 �i5f V—eOAt 26P tTy Z7l�J�A P�t�rfi? _' NATURE OF WORK House Addition 0 ????? House Renovation 0 Repair of Failed Septic System 0 Co S� Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. o/ Four(4)copies of the completed variance request form ✓ Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request t/ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted*(for grease trap variance requests only) C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK3\VARIREQ.D0C \ rV a �� trr� ❑ � Proposed Retaining WaN Repave Drive f T.aw. EL 9.6 3 As Requked c Proposed Granite Curb (82't) proposed `� proposed Trench Drain Granite Curb = \ li Requited Proposed St in (.� ❑ or Inlaid Pavers r (93) LF-2 f q� xZ 3 C94 1� Proposed Ramp 7.60 x7.60 Proposed Wplkway I x9.58 .58 I Slope 1:12 Moir 7.00 Relocated .50 x7.58 Slope 1:20 Max x81� I CBJ Crosswalk I Proposed Cgp ��\ Patio x959 Proposed \ I Deck Above x9.96 \ x7 I g 4. _ P I 3 Proposed 2—Sty Terminal Improvements ® c} I I F.F. El. 10.0 8� O Q Connect To A \ Q� Proposed Existing 1000 Gal. StandP$e Grease Trap -- x9.96 j G 1 \\ 1 1 G Existing Tree \ 2 31gmGal To Be Removed \ Proposed Dumpster x9. \ on Cone. Slab xA58 oh IV ` W/Fence Paved Drive ,' w oh w G w j \ 3 Proposed Londsoaped Island w/Granite Curb (98'*) Proposed 'Terminal Improvements Scale." 1" = 20' September 21, 2006 09,125/200a 11:45 50877859b6 HYLINE CRUISES PAGE 02 ,t Cruises from Hyannis to Nantucket $©ARO CFO M,Sc ORS and Martha's Vineyard islands RicnE�rx�M.Scudder ChAlmtan Hyannisport Harbor Sightweing Cruises Frederic F.Scuddei II �5 Deep Sea Fishing Vacs Chakman z�,CaW Cod Canal Cruises ---�e Maroc M.Joseph Cape Cod Custom Tours Susan Scudder DeMartlno A Sarvice of Hyannis Harbor Tours,Inc. Philip S.Scudder Daviq F.Scuddei Fi.Murray Scudder,Jr. i September 25, 2006 Town of Barnstable Board of Health 200 Main Street H)annis,MA 02601 Dear Bow.d of Health, I hereby authorize Sullivan Engineering to represent.I1yannis Harbor Tours,Inc. d/b/a Hy-Liza'Cruises before the lawn of Barnstable Board of Health. Respectfully, R. Murray Scudder, Jr. Owner/Vice President 12 MS,Jr.:jbp 2e Channel point Road,Hyannis,MA 02801.4711 www.h'i-linecruises.com Gonersi Cr�icss(5C�$)7J'S-7t95 Qrt3uQ S+itissliMa�et�ng(508)778••2686 Fax(5019);+78-5g66 �8x(3(9f3}775�?6B2 ■ SULLIVAN ENGINEERING INC. 7 PARKER ROADIP O BOX 659 OSTERVILLE, MA 02655 i DIRECT ABUTTER LIST FOR MAP 326 PARCEL 069 Board of Health Variance Request for Hyannis Harbor Tours 230 Ocean Street, Hyannis MAP /PARCEL OWNER NAME 326 070 applicant 326 107 John K Atsalis Marina H Atsalis 242 Ocean Street Hyannis,MA 02601 326 034 Anthony J Folino,Jr.,Tr. The Hyannis Angler's Tr. PO Box 83 Hyannis,MA 02601 326 035 Harborview Hotel Investor's LLC 213 Ocean Street Hyannis,MA 02601 `CPC /~ ✓ � ��1 !.w qL� �T �a`t'r'� r �•a �� .» - 0 1,' ��/� _�z o r�) �„ `•%`� Ci I 70PC a C6�W :+o..:U4Y eiOTCL m� 16°;: % F 43 F7r�of ,opn9t�5. �yP • 'L ... : _ Lit.AG e - . W It 1 49 1 �6G �� A �gTP��& T►AC CT 90 .:.. T ( .��1 y5 B7-! n QI 40 JO9 1.74AC-5 - 1 AIDAc .14AC {r ro' O IV lei 0•�,0O \, C .TB AC n n 57 p f •or � u: 1 a a �.. ., st i BARNSTABLE JUNIOR A °\ \ HIGH SCHOOL. 32 95 1.07AC ?,.7Z tk B.. K c<. 69 �pO F� n 1.70 AC•S '^ oo K�-1�� .Z 6 �i � \Y}• tl� `- �v7.�\ � 7 . .18 PC r 4., pr' ✓, t.c ° o� yTWEET x pv s& ^� C 1 ,�9•° A p I !n ILI bf Sty4C J +4 .: / 1 FAEPAREU i1Nf1ER THE DIRECTION OR TMc" 1 do B.itNSTABLE BOARD OF ASSESSO145 s L. AVIS AIRMtAP INC. 61 � WASSACOUSETTS CONNECTICVT7r, < f iI 2 �--)u wL VE-12 �o �120\rA � .• C.� \/b Ho A e t r 7 m ' LOCATION MAP: Scale: r-a 2000•: ASSESSORS REF.: ipN_. Map 326,Parcels 69, 70, Ra 71-7 b \\ 110 ZONES: - �\... Lewis .Bay ND RB Area(min. 20,000 SF Arco(min. 43.560 SF w Front (�fn)20' Front min)?0'age a(ge b (min N/A - SWidthetback 1. - tNdth ks: �i a Rem 20 etbc Side a- ' Rem 20' e4 �- --- - - - - OVERLA-Y-D1STRtCT: AP-ARurferProtection District -I ,� �� r..: -•\ �' ,' / ,/�.,a.� Q n�5 ®w FLOOD ZONE: zone B Jr A9(ELIO) o - ... Community Panel Na u i !' \�t� / /kea Summary / \\ f2s0001 0006 D- S,� a.„�,.�•,�,. ••°d':' p,,,s 00" \ - �-°/ ,f 42eaarg I.rarw f.sie aeatd.,�' \ _ � � July 2. 1992 t is e j /. /' �\ mn. .w.... \B `\ l LEGEND: r .,...._t. �.: - ' 3 - .• r«,af,. _ \\ i,'..r/ - a ®. Sewer Manhole •�'. .. - .® 1 ,` ° ---- -- - �- S RO - O Water Manhole Wiec Manhole Catch Basin ® Water Gote(round).. O PK nag , In ... .....J' fit xX.XX Proposed Grade _ p O� - \ - s ME 11hd \ i& ..�.>. n.00 ----- 22� \ �,+n9 tee R-6m.&t8 btl -SUP o M 95 - Lost ReMred ew Odr Nn- Y 1.000® Moo TYPICAL LF i'�:°Y1L"6s DRAINAGE " O El An NS �1 € w .. PROPOSED O -ob rm sn- oae CROSSWAIK aY 'aru�ea�rn�r®o CB-2,3,&4 _—,.I PAVElNHr3TDETAIi. N.ebs+r.. __ CB-1 NetYRYr. o� -..-.-.:=:c-..-:gin.....:..._.....- ,._,:_._�-.:-....----._..�.,..--_.,_•..,_........_.J..« .,.-,. _ _ .:. . '.::,..._ ' .. REVISIONS` -NOTES: ... - PREPARED MR. PREPARED BY.- 777LE: . 1.) The property line Information shown was 4.) This plan 1s only voikl pit.on origind campfted from ovaffable record Information: stomp and signature - Hyannis Harbor Tours, Inc. Sullivan Engineering,Inc. - Cape$UtY Proposed Terminal Improvements (V PO Box 659 At H Line Cruises It 2) The topographic information wos obtotned 5.) firs plan 1s.for permitting purposes Doll: 22 Channel Point ROOCl OstmNU0.MA 02655-- Ostervllle MA oz ss - I - - - from an an th grouts survey PeAarmed on - file plan should not be used'for construction, _ - _ Y N :•� m between z?/5EP7/o3 and zs/sEPT/ax _ Hyannis-MA 02601 (�aeHae-M"(eaeNae-311a tsasl.�.>nw rsartf+ao-.tons r - . _ _ •_ Note: Lot DS%portion of Lot 04 updated W, - •r Bamstabl e, (N n�) Mass. or betty 14 JJL/06 and 31 JA 06. The datum used Is AIM'29 o fixed mean yp b fo 20 +0 e0 Omit Held: ..f - sea level datum. - Review:PS - Comp.: DA 7E SCALE• . Project, sloza Orowing j September 21, 2006 1'=20' F - STAMP: LEGEND: ZONES: Qs Sewer Manhole HD RB ® Water Manhole \ Misc Manhole � \ As Required ❑ Area (min.) 20,000 SF Area (min.) 43,560 SF Q ® q Fronta e (min) 20' Fronta e (min) 20' Catch Basin \ Ticket Width (min) no Width (min) 100' 4 Water Gate (round) � Booth Setbacks. Setbacks: Fron t 20' Fron t 20' O PK nail g Q Side 10' Side 10' 3 -4 Utility Pole Rear 20' Rear 20' \ Paved Area Proposed Retaining Wall ° o c \ f W OVERLAY DISTRICT. N r. � Limit o � O 8 AP Aquifer Protection District ,�"""' Repave Drive El. 10.17 p � � � o0 (T.O.W. ) As Required-..,,. ° ^^♦♦ \ Curb 82'f) Planter, Flagpole, W a aJ Proposed Granite Cu ( And Bench To Be o � LOCATION MCLN r Proposed Trench Drain Removed Or Relocted ����Clrn CZ q Proposed WO�"'-� If Required �f..-11,=�k Scale: 1" = 2000'f O 0 �7 Granite Curb \ U -) rn (11'f) o i LF-2 CB3 Q ��� et Wall ASSESSORS REF.: � L=4 R= 0�\ ood R � x7 _ ss, ales Map 326, Parcels 69, 70, & 71-1 Q FINIM-j CB2 Fog? ADE Ir r Proposed Ramp ® s PBUNT k ® ® Slope 1: 12 Max Proposed Raised g e`'° I CONCRETE FLOOD ZONE: COURSE Proposed Relocated Crosswalk Proposed Walkway Crosswalk I III I� -I I/r BITUNUNOUSBINDERYULIRSE -1 IM BITUMR10U9 BINDER COUR.4E y 00 Slope 1:20 Max Slope 1:20 drail Zone B & A9 (EL10) Contractor's Responsibilt to 50 DS13 r1)S12 & Han n-� " C� Relocate and to Coordinate With (T.O.W. EI. 10.17) Curb 31rz' 4 3� Community Panel No. ° Also See Section) IraRAVEtBASEcoLm.� U �- T.O.B. Highway Division ( CB6 Extend Ex c e Line Grade O For Walk, Walkway, Sam #250001 0006 D Ln °o 9 e V Patio, & Ramp CB5 Ex' Or Relocated To Remain July 2, 1992 too N Planter -COMPACTED SUBGRADE See L1.1 & SP1 \ CB4 o / \ �� Removed cats oases to Grade PAVEMENT DETAIL i c`no Q *a \ Old 1" PP 3 / DS9 Ex, Leaching Water Service / \ Proposed Install Risers o \ Patio Proposed Not to Scale t._ xp a O \ / \ Deck Above m M v / \ ® (T.O.W. El. 10.17) DS PAVING, PAVEMENT MARKING, & CURBING NOTES: W a, / Area Well For Flood See S4.1 (Typ.) I n o p Q v \8 1 DS1 Louvers (T)p.) CO) / Ds10 Backfill Below stairway W/ � a � i) Seams beteen existing and proposed pavement � o Back fill W/ Clean Sand W/ 2' of Ds Clean Sand W/ 2' of 3/4-1 1/2" 3Back 1/2" Crushed Stone Topped 2" of I shall be sawcut so as to provide smooth surface. Crushed Stone Topped W/ 21' ,:,2 °NP06T !�-` W/ 2" of 1/8-1/4" Pea Stone 1/8_1/4" Pea Stone a & Re-Cut Existing MSEMDBDSTANTMRD� VO i° t` osed 2-Sty Provide 6" Perforated H.D.P.E. Pipe m Adshingles As Required x 2) Along proposed granite Curbs existing pavement +� --I Prop Through Crushed Stone To 6" H.D.P.E shall be sawcut 1' off of exposed face of curbing. ¢�O o cL o Cu �:,o rovernentS Pipe Pitched 1/ Min. To Ex. Leaching ELRBraT Terminal Imp Catch Basin or CB3 C DC 3 All avin to be Class 1 Type I-1 bituminous � // - DS2 (Downspout Typ.) Proposed Data Conduit Hy-Line Cruises" ) p g � `oo See A1.3 F. F. El. 10. 17 see E2.o 5 concrete per Mass Highway Standard Specifications I-- Connect DS1-4 To LF-1 See A1.1-S5.4 1?C Q Proposed Sewer Lines S 8 �' 2 Story to Section 420 for base coot, and Section 460 z z a For All DS5-13 To LF-2 See P1.1 & T.O.B. __ for Surface coarse a, Landscaping W/ 4" P.V.C. Specifications For Inlet Wood Framed Structure I e co o \ See L1.1 \ Building Sewer Connections DS7 El. 4.76 Q 4) All base material and installtion to be in Proposed Water Services PROPOSED 2 \ Deck For See Notes,Water e FP1.1 accordance with Mass Highway Standard Concrete Z - CROSSWALK Specification 40o Z 0 E \ Condensers Slab For v \ Proposed Gas X o _ \ DS3 Line Conc, Slab For Cooler o See P1.1 Condensers `..-----'"`i Not to Scale 5) Pavement t markings shall be applied to clean (� Q `D a dry surfaces that have at least 48 hours to --j �g \ Concrete Slab DS4 DS5 DS6 - 9`�° 0 Timber Ret W°II cure. r n \ \ For Cooler V J X \ Li W/ Fence i� Remove Existing 1000 ® `/ Gal. Grease Trap & \ Proposed Elec. Lines, Insta112000 Gat. H-20 6) Paint shall conform to Federal Specification L,J W Manhole, And G C.I. 3 ,o\ TT-P-115E as selected. W ry � Transformer Pad Grease Trap W/ f.: NN See Eer2. R41 Rims & Covers to o Pave Area L_l__ Proposed Walk Grade o 7) All curbing materials and installation to be t-=17.0 in accordance with Mass Highway Standard Proposed Dumpster ( l ; Conc. Slab on Existing Tree Specification Section 500. _ `W/ Fence CB1 N3 w o Be Removed LLJ qZ1Conc. Existing 1" PP L< \\ F `� Apron ® N Proposedjcoped Water Service RAMEDCROSSWALK z � r- �o cWIDn1V ohw \ G Proposed and w/ Granite Curb (98'f) Lx ro �� Paved Drive s °% --, l� LJ w 1 6-cT N\ =41 \ . ' BxI$TTNo��cRADs Bw.srB+c oxAnB I I \ ProtectS Gutter Line -� PROPOSED I U = 0 v Existin h w ` o RAISED CROSSWALK �3ohw ,� o _ •��, .__: �nue Gutter W \0• A� proposed ampling Manhole W Lfne To Existing Existing 6"0 AC Not to Scale L=31.6 p n e sin (135't) Water Main O ��'y�/ L=8.8 R=13 inlet Catch Basin � l� \ Lij Protect See 7.0.6. Specifications m en t Ell 3.30 _ � Existing Trees Limit of Work w Ede Of P For Buildin Sewer Connections . ry � w- - �J� IwI , J Lj_ S S S t_1___ I 10 (1960 Town Layout-50' Wide) Q CO PLAN VIEW -r TITLE: SCALE: 1 " = 10' iW s�BETMO WT M DMMIAM WATER C DRAINAGE NOTES: SOMICIE DEEMXK Fr IS SUGGESTED SUGGESTEDPROPOSED tD am THE Cm 6'NO TEL _--_ SAW are EDGES To aeuN aEAN II USE me LE BARON MODEL LFX" OM MA £ M EwaeaoRArerrvP.) LNIDSCAP110 IS SET 11WOE5S BUTT ANT XI E7CSNIG ,SEE pFRAME a GRAW OON auRT, 1 0 O 5 .�Q 2 D 40 OAK HAR!(ER 8'CLEAR 1�1. EDGE.E aD PATEN SEALER R OT RED 80 A TES.NT i) All Precast Strrctures to be designed to T�"GNO I UNPAVED I EDGE '� A � SITE meet AASHTO HS-20 loading. SERA aar AND� LAWS AND CI As SPECfEn PAVED arreAac)r MN PTYPE1__1 1KN MEWALL COMPACTED FILL LAWNS AND CR06S OarTRY BIRl1Na5 PAVEMENT YDPW TYPE 1-1 EL a TBDxR� IMPROVEMENTS Rn MORTAR SMM As"Qumm ff") go rR s-oPn ,u.s,nBroPwm+M• arv+ero SGNLESS STEEL WDE BAND STRAP ON SERVICE ODEPACIED APROLED EIAa6R1 2,1112v ELr.90 2) All Precast Structures to be in accordance SoOff LDWMTM CON MUELLERR OR EA PLACED N 12'IFIS CXPACTED 1L1 _ gn MODIFIED PFI DENSITY R=1 �� 1 5".YNtAUM _ CONSTRUCTION YAKS WET T INDER FULL PRE5SIRE ONLY COPPER a�YFR "°'� _ "`""�`�°"'""`P' with ACI-318 Building Code requirerrlents � �2��IP rd BEra N C RE>itIm N7for underground precast concrete. _ SET s ' 12' MIN. 3) All Concrete to be 5000 PSI at 28 days. Water System Notes: CAFOULLYCOMPACTED 1. All materials and workmanship shall conform to the latest revision of rules, - ERIAL ��THM� 4) All rebus to be ASTM A-615 Grade 60. regulations and specifications of the Hyannis Water System(HWS). -III , ""'}Ndt N 2. The water main shall be cement lined ductile iron pipe class 52,4 inch diameter. I I t 1 { z SUE CARFf1R1Y CXPACIED l �m WATER MAN LfYETrr �, ��I sE1EDTm FINE MATERIAL WIDI f0.•'DE'.P H-2D G1i(SS B"SB! EL)AO 2•MK L OR ED. LIED DUCD4E ATOM s • .0m o NO SIXES LARGER TNAN Domestic service shalt be 2 inch diameter 200CTS plastic line in accordance with -1 I TM LEFT TO OPEN PIPE CAM 52 TAR T D'E ME NM N� DATE ISSUED: CB-1 5) A11 HDPE piping to be in accordance with HWS specifications and sleeved where required. I l I I- WATER MAN '® T"�Oa` aEasRrfi8E0 TEXC VADW .. REPLACE ANY ASTM-1248-2, ASSTM D 335-02o, and -III=1 SAL s CT S 200 T c s sm 4 AT ANY CROS9NG XaER SEWER Ev <• r eamMAYU �ET�NATKN DP DNsaTAaE 9-14-07 3. Resilient seated gate valves shall be manufactured to meet or exceed the PLASTIC LNE ro DISTRICT SPEII�)G,tKRIS sw�o PYC 20•SECTIDN CENTERED ON sEwER 18• wTETM r1TN CARETtxi CaPAOTm Not to Scale ASTM D 2321-00. requirements to AWWA c509 of latest revision. Valves shall have mechanical �-� 1;SLEETED WREItE REa '" `4xr•SEPARATION REa Ar LROSSi1G ramlm wlaw N+'>�Lin YA)L REVISIONS: joint ends with retainer glands.All internal surfaces shall be coated with epoxy to !�L llQff� TIr✓i� H/ATFIZ � ( I SE�`jipN 6) 1 f reu fired trench drain to b e o heavy duty a minimum thickness of 4 mils. Said coatingshall be non-toxic,and shall OMERCEAL sOMM ON own:WE OF�T AS WATER MAN WALL=W OF POLYPFE PLASTIC,a As NET EW"TO MW RE CLAM SUP#ME THE PROPERTY UK BY TWB FEET rDi A CWORARON,a>RB STOP.II AND AdditionalWater system by ZURN, a Power Drain 5100 K conform to AWWA C550 of latest revision.Valves shall be provided with two O- MMOL SEW MY CROSM LNDER THE SEEB WDN+-SAI 40 P1C tar SM"031FERED LN SEWL C8.2&I LE BARONMODELU-M" ring stem seals. Both 0-rings shall be located above the thrust collar. The sealing �E TMN SO BE A AND ACT ACOW N � � �CA,B,D Service Info & Notes �B.BSLEBARONMODELuutom by ACO, or approved equal. rTAMT DRATe Ln•P., mechanism shall provide a dual seal with zero leakage at the water working WRAPPED AROUND RE C.C.1HREM5 OF 1NE I;ORPORAl10N AT THE WATER MAN WLBI lNE ADDIIIXIAL FDDT ILIIE (SEE DRA°NAOE EIF1'ATRRi Er,ARn ,wnm � 8c New reuseTrap pressure when installed with the line flow in either direction,and shall consist of a LoosaY,En ro,NE win sTaP. TO LEIOONO(M) cast or ductile iron gate having a vulcanized synthetic rubber coating with no sma WA IGI{ SERVICE SECTI�IV 3-25-O8 rubber metal seams or edges in the water way when in the fully closed position. Increased Size of Grease Trap q, LEBARDNMODELL,U)9 4. All valves shall be seated tested at the rated working pressure in accordance with 4-14-08€ Tovn FF.Q(LF4) section 6 of AWWA C509. Valves shall be rated at 200 psi working pressure and 7 r ro oRADe przD MORTAR SFD,.Y AS REQIieIED(TYP.) 400 psi test pressure. 5. Valves shall open left. Valves shall be Mueller or equivalent +EFwE �1�1 SVY NQ HJUDB-9 6. Valve boxes shall be made in North America and shall be furnished and installed trrSTMl.Mint a�aY 111111111II11113 7AiM11p PLAN NOTES: DRAWN BY: for all valves.Boxes shall be cast iron,tar coated,and adjustable sliding type.All OF TRENCH t?W AN7 N THE R M settL'ot 011 JOD suet r��Mlet�lMCE anossEs CB-2, 3 4� 5 & NOTE:ALL COMPONENTS TOBE valve boxes shall be installed with cast iron covers and heavy brass pentagon TEESCOPW CAST 601 TtE ts70ittIQ ft YEM aEt tlttolC tEE Tar N-2DLOAD CAPAC" VALVE BOX AND CM s�Aro►sata is Ear vastatt eRaattA 1.) The property line information shown was PRH'ATT COFL RISER OR plug.See HWS Regulations. „ �,�OR WNC WN OF SMIUM 4D PVC PPE Oa 1E Not to Scale B", � �r,PH;^ 7. Concrete trust blocks shall be as shown on details.Concrete shall be I art !1- 5 0'"� FRINW MT9t sous•sum W EXBD compiled from available record information. PROJECT p VALYE A tayrlltt OF w erTmtta FWX YML M 97024 cement to 2 parts sand and 4 parts aggregate.Concrete to be class"C"with -I 11i�II u+a�Nc TEE MM amraert (sue WNLA PaT>�F"�I�'T P.; minimum 28 day compression strength of 2000 psi.Maximum aggregate size to ,_II, U ���,� 2 The topographic information was obtained ro In.PEA STONE be 1 %inch.Thrust blocks sized per HWS specifications.As an alternate to 1 1 I= �ONLY, SMr from an on the ground survey performed on DRAWING N O.: on an Q ® ® poured concrete,precast thrust blocks manufactured to HWS specifications may 1=1 I - 40 PC stE or between 22/SEPT103 and 25/SEPT/03. DRAINAGE ELEVATIONS be used in situations approved in advance by HWS. -III- " RIM INVERT slz> ® ® ®® S. Care shall be taken to ensure that all concrete thrust blocks bear against I I=I I Note: Lot D5 & portion of Lot U updated SEE DRAINAGE ELEVATION CHART Sk'E URAB.'A7,E E].EVATION SE,It sa� _I / wmt MAN 10'YK or between 14/JUL/06 and 31/JUL 06. cB1 9.40 VE 4'ID E RAIN INVERT LEVATI ELEVATION TTP.> undisturbed trench walls,and poured concrete does not encase flanges and or II ,IL JOINTS l I'C�^ ® ® ® ® ® TOP Prz Do��T�m bolts on mechanical joints and fittings. �\�/�M ALL FTnINtY 3.) The datum used is NGVD '29, a fixed mean CB2 7.20 6.03 DB-9 Ru3HmsroNElnP, CB3 6.95 6.15 DE-9 9. Contractor and construction inspector must be approved by the Hyannis Water '//,� cDNCRErE TIRUSf BLACK 18'R+Ir MN.OR VTU2E csa 9.84 8.67 DB-9 Systems. �,���/ EDLN&W PRECAST TNRLIST BUXS APPRLTyED BY DISTRICT Trt=cmc-E� sea level datum. ` C65 9.94 8.67 DB-9 TYPICAL LF y GAZE VALVE DETAIL "'°r'°9f1E' 4.) This plan is only valid with an original CB6 DB-9 No SCALE LF-1 -- 6.00 1-500 GAL.CHAMBERS IN 12'X10'FIELD Not to Scale stamp and signature. LF-2 ---- 5.98 2-FLOWDUSORsIN12'X2PFIELD IFF