Loading...
HomeMy WebLinkAbout0213 OCEAN STREET (22) S-4-,ry �J a e6-12-2014 & p a 1.9 36P REGULATORY AGREEMENT HARBORVIEW HOTEL INVESTORS, LLC and NOMINEE 213 OCEAN STREET, HYANNIS, MA 02601 This regulatory agreement ("Agreement") is entered into by and between the Developers, Harborview Hotel Investors, LLC and HHH Ocean Street, LLC, ("Developer") and the Town of Barnstable ("Town"), a municipal corporation, on this ol-f day of TaA)9014, pursuant to Section 240-24.1 of the Barnstable Zoning Ordinance and Chapter 168 of the Barnstable Code; WITNESS: WHEREAS, this Agreement shall establish the following: permitted uses, density, and traffic within the Development, the duration of the Agreement, and any other terms or conditions mutually agreed upon between the Developer and the Town; and WHEREAS, the Developer owns the property at 213 Ocean Street including parking areas, Hyannis, MA, consisting of 3.8 acres, shown on Barnstable Assessor's Map 326 as Parcel 035, title to which is recorded in Barnstable County Registry of Deeds Book 15837 Page 190; and is the named buyer in a Purchase and Sale agreement dated October 31, 2013, for the property at 24 Nantucket Street, Hyannis, MA, consisting of .18 acres, which is shown Barnstable Assessors' Map 326 as Parcel 33. Collectively, the two parcels are referred to herein as the Property; for purposes of this Regulatory Agreement, the "Property" does not include the existing hotel and its operations currently located at 213 Ocean Street but does include all site parking; the Developer desires to develop the Property pursuant to this Regulatory Agreement; and WHEREAS the Development will not require regulatory review under the Massachusetts Environmental Policy Act (MEPA) or the Cape Cod Commission Act; and WHEREAS the Developer has made application to the Planning Board pursuant to Chapter 168 of the Barnstable Code; and WHEREAS the Development is located in the Hyannis Growth Incentive Zone (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; and 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 Developer has submitted a Jurisdictional Determination to the Town of Barnstable Building Department to confirm the same; and WHEREAS, the Property is currently developed with 69.7% impervious lot coverage; the Development will redevelop a portion of the Property currently used for parking; proposed impervious lot coverage is 78.9%. These figures also include the building footprints to account for the Nantucket Street lot; and WHEREAS, through the Regulatory Agreement process, including review of application materials, supplemental information submitted; discussions with the Town Manager and public testimony, impacts have been identified. These are: impacts to an already overloaded parking system in and adjacent to the Hyannis Harbor area; increased use of inadequate water delivery infrastructure on Ocean Street; and increased use of Bay Street by hotel clients; and WHEREAS, the Town is authorized to enter into this Regulatory Agreement pursuant to Chapters 168 of the Barnstable Code; and WHEREAS the Developer will require zoning relief from certain provisions of Chapter 240 to allow individual kitchen facilities in hotel rooms, minimum parking, building story requirements, front, rear and side yard setbacks and maximum lot coverage all as further defined in condition number 1 b below; and WHEREAS, the Developer will require relief from Chapter 112, Article III regarding a certificate of appropriateness; and WHEREAS, the Town and Developer desire to set forth. in this Agreement their respective understandings and agreements with regard to the development of the Property; and WHEREAS, the Developer is willing to commit itself to the development of the Property substantially in accordance with this Agreement; the Developer desires to have a reasonable amount of flexibility to complete the Development and therefore considers this Agreement to be in its best interests; and WHEREAS, this Agreement shall vest land-use development rights in the Property for the duration of the executed Agreement, and such rights shall not be subject to subsequent changes in local development ordinances, with the exception of necessary changes to protect the public health, safety, or welfare; NOW THEREFORE, in consideration of the agreements and covenants set forth hereinafter, and with other good and valuable consideration, the receipt and sufficiency of which each of the parties hereby acknowledge to the other, the Developer and.the Town do enter into this Agreement, and hereby agree to covenant as to the following provisions: 1. The Developer proposes to redevelop the Property as follows: a. The Developer seeks a Regulatory Agreement to develop the property for the construction and operation of a new, freestanding, four (4) story hotel operating year- round for transient guests with up to sixty-eight (68) total guest rooms, each containing �1 its own kitchen facility and approximately 350 square feet in size. The new hotel building is 33,795 square feet in total. In addition to the 68 rooms, the Hotel will also contain a fitness center and lobby for use by Hotel guests only. The Developer is Harborview Hotel Investors, LLC and HHH Ocean Street LLC. The property is addressed as 213 Ocean Street, Hyannis, MA, located in the Harbor District (HD) and is shown on Assessor's Map 326 as Parcels 035 and 24 Nantucket Street, Hyannis, MA located in the Harbor District (HD) and is shown on Assessor's Map 326 Parcel 033. Parking location for the new proposed hotel building will be located at the parking lot of the existing hotel building (which is not subject to the Regulatory Agreement) located at 213 Ocean Street and 24 Nantucket Street. The total area of the property(s) subject to the Application is approximately 3.98 acres. b. The Regulatory Agreement seeks waivers from the Barnstable Zoning Ordinances, and other ordinances of the Code of the Town of Barnstable, specifically in reference to the following sections: i. Section 240-24.1.7 (A) Harbor District, (1) Permitted Uses, 0) Hotel o Developer seeks waiver to allow hotel rooms with 'individual kitchen facilities. ii. Section 240-24.1.7 (C) Dimensional, bulk and other requirements o Developer seeks waivers with regard to maximum building height (proposed 4 stories (44 ft) where only 2.5 stories are permitted) , front, rear, and side-yard setbacks (waiver of 10 foot minimum); and maximum lot coverage (waiver of 70% requirement). Section 240-52. Design and Screening standards. A.; Section 240-53. Landscape requirements for parking lots. B. (1) (2) (3); Section 240-56 Schedule of Off- Street Parking Requirements. o Developer seeks relief from applicable parking requirements as follows: o Developer seeks waivers with regards to parking lot landscaping of 10% and the waiver of the number of required trees. Parking lot landscaping (10% of the entire site or 6,082 sq. ft.); Proposed is 4,898 sq. ft. Parking lot trees required (Parking lot of 177 spaces) 36 trees; Proposed 7. o Developer seeks waiver of parking-lot line to lot line (waiver of 6-foot minimum, where existing hotel has 0 lot line setback at some locations) o Parking required is 1.2 spaces per unit (245) plus (1) for each employee in largest shift (12), or 258. Developer provides 177 spaces, 204 with approved valet (1.0 space per unit). o Developer seeks waiver of parking space minimum dimension requirement allowing for smaller size spaces in certain areas on the site. iv. Dumpster requirements: o Developer seeks waiver from § 353-4 of the Code of the Town of Barnstable, Board of Health Regulations "Storage of Garbage and Refuse" Minimum setback for the location of the proposed dumpster. -v. Chapter 112, Article Ill Hyannis Main Street Waterfront Historic District Ordinance: o Developer seeks waiver of requirement for a Certificate of Appropriateness from the HMSWHDC guidelines. No additional free-standing signage is proposed. vi. Section 240-68. Signs in the MB-Al, MB-A2, MB-B and HD Districts. C. o Developer seeks waiver to'exceed the maximum square footage of 50 sq ft allowed in the district. Developer is seeking relief under the total allowable square footage in the HD District of 50 sq feet. Developer anticipates proposing a 35 sq ft (7' Long by 5' high) wall sign for the North side of the building and a 16.5 square ft (11' Long by 1'-6" high) wall sign on the East side of the building. 2. The construction and operation of the proposed year-round hotel will result in the following economic benefits: • New year-round and seasonal employment, both full time and part time. It is estimated all positions that are currently seasonal (Mid April - October) will become year round -26 total new full time positions. (General Manager, Front Office Manager, Executive Housekeeper, Sales Manager, Director of Engineering, Shift Engineers (3), Accounting Manager, Life Guard (2), Security (1.5), Night Auditor (1.5), Front Desk Clerks (4), Housekeepers (6), Housemen (2), Laundry Attendant (2).) In addition, it is estimated an additional 11 new seasonal position will be created with the addition of the 68 rooms; (2 new front desk clerks, Housekeepers (6), Housemen (2), Engineer (2), Sales Manager, Parking Attendant (2); �own Increase in Town property tax revenue. The additional tax revenue to the will be $35,880.30 (based on Estimated Building Costs $4,500,000,00 x Town tax rate of$8.22 per 1000 + Community Preservation Tax 3% of the Town Tax), plus a Hyannis Fire Department tax rate of$15,930.00 ($3.54 per 1000), for a total estimated annual tax of$51,810.00. • Increase in Town hotel room tax revenue. The estimated hotel tax revenue generated from this project will be $120,000.00 (based on an estimated revenue of$2,000,000.00 at 6%); and • Increase in year round commercial activity in the Harbor area. 3. In accordance with Section 168-6, the Developer, prior to being issued a occupancy permit shall be required to pay mitigation sums to the Town of Barnstable to be used by the Town in its discretion for infrastructure improvements including the extension of the water main on Ocean Street, The Developer wshall be,required,to'pay $150,000 as follows; 30,000 uporilissuanceiof occupancy permit; and $30,000,each�year thereafter for the�next four (4) years . 3. Developer shall make payment to the Treasurer of the Town of Barnstable as directed by the Town Manager's'office. 4. Parking —As set forth on(plans prepared by Baxter &,Nye Engineering, entitled Hyannis Harbor Hotel Addition, Revised through 11/8/2013.) As per plans submitted, the cf new plan with the Nantucket Lot shows 177 spaces (.86) per guest room, with the new valet 204 spaces (1) per guest room. The Ordinance requires 1.2 spaces per room plus 1 for every two employees on the maximum shift. As a result, Developer seeks relief for parking as set forth above. 5. Landscape -As set forth on plans prepared by Baxter & Nye Engineering, entitled Hyannis Harbor Hotel Addition Revised through 12/3/2013. The'landscaping �. for 24-Nantucket,Street will-also-be irrigated. - �"�—•— 6. Bonds: Prior to the issuance of a foundation building permit Developer will provide a performance bond in an amount to be approved by the Planning Board or its designee, said bond to be expended on the replacement of landscape materials if such replacement becomes necessary. Any unexpended portion of said performance bond (including interest) may be released by the Planning Board to the Developer or his successor(s) after three years from the date of the initial landscape plantings, such date to be determined by the Building Commissioner, upon the request of the Developer; 7. Curb cuts - As set forth on plans prepared by Baxter&Nye Enginee mrinr g, entitled Hyannis Harbor Hotel Addition;'Revised through 11/8%2013_ _ 8. sighting — Currently being prepared by architect. It will meet Town standards. A copy oftthe lighting plan shall be filed with Growth Management staff for review and comment prior to the issuance of a building permit. 9. Signage - Developer is seeking relief under the total allowable.square,footage in the HD District of 50 sq feet. Developer is proposing a 35 sq ft (7' Long by 5' high),wall., sign for the-North.side.of.the building and a 16.5 square ft ((11`1! Long by.1�-G"high)_.wall,j C•§iifn on the of the buildin 10. Stormwater management—As set forth on plans prepared.by Baxter &yN Engineering, entitled Hyannis Harbor Hotel Addition;Revised through 8/9/2013. This does not include the parking area for the Nantucket-Lot;which was included at the last Planning Board hearing. A copy of the drainage plan for the Nantucket log•shall be filed with the Growth Management staff for review and comments prior to the issuance of a building permit. 11. r rosswalk.shall-be-provided�As set forth on plans prepared by B xter& Engineering entitled Hyannis Harbor Hotel Addition, Revised through 11/812013 r 12. Dumpster shall be located as set forth on plans prepared by Baxter & Nye Engineering, entitled Hyannis Harbor Hotel Addition, Revised thnitigh 1rli8/2013 on the northern property line abutting Bay Lane. ---� ,,p.-13.;Upon completion-of all work, a registered engineer or land surveyor shall submit C'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. This document shall be submitted prior to the issuance of the final certificate of occupancy; 14. Community Character— Proposed elevations were reviewed by the Planning Board. Developer has met with the Historic District Commission, who has given a positive recommendation with respect to the current design of the hotel as shown in the elevations prepared by Pro Con, Inc., dated May 24, 2013. 15. Construction shall take place only between the hours of 7 AM to 5 PM Monday through Saturday: 16. Use — The new freestanding, four (4)-story hotel building on the Property shall be used as a hotel for transient guests operating year round. The hotel units shall not be used as dwelling units. None of the hotel units shall be marketed, transferred, or sold as Timeshare Units as defined in G.L. . 183B c as the same may be amended. 17. Project construction-shall commence no later than three (3) years from the finalization and approval of the Regulatory Agreement by the Town Council. - Construction shall be completed within two (2) years of construction commencement date. These time periods may be extended upon req uest of the Developer and approval by the Planning Board. 18. To the extent that referenced plans do not depict all of the findings and a conditions set forth in this Agreement, revised plans and shall be provided. In addition to permits, plans and approvals listed above, any and all permits and licenses shall be obtained; 19. The development rights granted under this agreement shall run with the land. However, the Developer agrees that 30 days prior to any change of ownership of the Property that written notice shall be sent to the Planning Board, Town Council, and Town Manager and further agrees, that all terms and conditions of this regulatory agreement and any amendments thereto, shall be binding on any successive owner of the Property. 20. Pursuant to §168-9, the term of the Agreement shall be (10) years from the effective date of the Agreement. Notwithstanding the ten (10) year duration, once the development rights are exercised within the time periods provided in Paragraph 17, including any extension thereof by the Planning Board, all of the terms and conditions of the Regulatory Agreement shall remain in effect until the development rights are no longer exercised. 21. The Town hereby grants waivers from the following zoning requirements: i. Section 240-24.1.7 (A) Harbor District, (1) Permitted Uses, 0) Hotel o Developer seeks waiver to allow hotel rooms with individual kitchen facilities. ii. Section 240-24.1.7 (C) Dimensional, bulk and other requirements o Developer seeks waivers with regard to maximum building height (proposed 4 stories (44 feet) where only 2.5 stories are permitted), front, rear, and side-yard setbacks (waiver of 10 foot minimum); and maximum lot coverage (waiver of 70% Q requirement). iii. Section 240-52. Design and Screening standards. A.; Section 240-53. Landscape requirements for parking lots. B. (1) (2) (3); Section 240-56 Schedule of Off- Street Parking Requirements. Parking requirements o Developer seeks relief from applicable parking requirements as follows: o Developer seeks waivers with regards to parking lot landscaping of 10% and the waiver of the number of required trees. Parking lot landscaping (10% of the entire site or 6,082);-P_roposed-is 4,898. Parking lot trees required (Parking-lo#off�177 s.paces).'3 trees; , :. . , Proposed 7. _ o D`eveloper-seeks,waiver ofng=l parkiotline_to lotIi_ne (_waiver of;6-foot,minimum) o Parking-required^is1.2 spaces per unit,(245) plus (1)jor each ernployee in largest Jf shift (}1=2);or 258. Developer pr"o"ov des:1,77 spaces, 204 with approved valet(1.0_space per unit)_ o Developer seeks waiver of parking space minimum dimension requirement allowing for smaller size spaces in certain areas on the site. iv. Dumpster requirements: o Developer seeks waiver from § 353-4 of the Code of the Town of Barnstable, Board of Health Regulations "Storage of Garbage and Refuse" Minimum setback for dumpster(s) locations to lot line V. Chapter 112, Article III Hyannis Main Street Waterfront Historic District Ordinance: o Developer seeks waiver of requirement for a Certificate of Appropriateness from the HMSWHDC guidelines. vi. Section 240-68. Signs in the MB-Al, MB-A2, MB-B, and HD Districts. C. o Developer seeks waiver to exceed the maximum square footage ©f 50 sq ft allowed in the district. Developer,is seeking relief under the total allowable square footage in the HD District of 50 sq feet. Developer anticipates proposing a-35`sq,ft'(7`Long by 5'high) �. wall sign for the North side of the building and a 16.5..square ft (11'_ ng by 1'=6 high) wali,si66 on the East side of the-buildi g- IN WITNESS WHEREOF, the parties have hereunto caused t s A ee t to e executed, on the day and,year first above written. Na Dated this a day of =7V/Ue 20 4 Town of Barnstabl Developer/ e estors, LLC By: Thomas K. Lynch By: Jon E. n, nager Town Manager zi� Develo -&/ HHH Ocean Street, LLC By: Eugene Goldstein, Manager V sae/ZA W r �4 A� i y � .ILP(,Cve. AavlLo,i, %!fC cl?as S o cY, r bve William Francis Galvin Secretary of die Commonwealth May 23, 2014 TO WI-1OM IT MAY CONCERN: I hereby certify that a certificate of registration of a Foreign Limited Liability Company was,filed in.this office by HARBORVIEW HOTEL INVESTORS LLC' in accordance with the provisions of Massachusetts General Laws Chapter 156C on February 25, 1999. I further certify that said Limited Liability Company has tiled all annual reports clue and paid all fetes with:respect to such reports; that said. Limited Liability Company has not filed a certificate of cancellation or withdrawal; and that, said Limited Liability Company is in good standing with this office. I also certify that the names of all managers listed in the most recent filing' are: JON C. COHEN, DOUGLAS D. COHEN I further certify that the name of persons authorized to act with respect to real property instruments listed in the most recent filings are: JON E. CO HEN, IIOilGLAS D. COHEN +i � IITN In testimony of which, w 4 I have hereunto affixed the i1= Great Seal of the Commonwealth 1 on the date first above written. Secretary of the Commonwealth Processes!By:sain �CCq ~P {_/&1( - YCO-M..[ye, tJ 6"W4 1?, lam` 2131.Y r n�"�• William Francis Galvin Secretary of the Commonwealth May 22,2014 TO WHOM IT MAY CONCERN: I hereby certify that a certificate of organization of a Limited Liability Company was filed in this office by HH1FI OCEAN STREET LLC in accordance with the provisions of Massachusetts General Laws Chapter 156C on November 12,2013. I. further certify that said Limited Liability Company has tiled all annual reports due and paid all fees with respect to such reports;that said Limited Liability Company has not filed a certificate of cancellation or withdrawal; and that said Limited Liability Company is in good standing with this office. 1 also certify that the names of all managers listed in the most recent tiling: are: EUGENE GOLDSTEIN I further certify, the names of all persons authorized to execute documents filed with this office and listed in the most recent filing are: EUGENE GOLDSTEIN The names of all persons authorized to act with respect to real property listed in the most recent filing are: EUGENE GOLDSTEIN •� In testimony of which, I have hereunto affixed the <yt,;► Great Seal of the Commonwealth 4E ' '10 on the date first above written. XK Secretary of the Commonwealth Processed By:sam BARNSTABLE REGISTRY OF DEEDS Bk 28199 Ps 49 u-2534 A �r 06-12-2014 TERMINATION OF LEASE By mutual agreement, the lease between Anthony .1. i+olino, Jr. and l.-tyannis Angler's Club, Inc. dated December 8, 2004 as assigned to Anthony J. T'olino, Jr., Trustee of Anglers Investment Trust u/d/t dated March 11, 2004 and recorded in Book 18313 Page 114 and relating to the property at 24 Nantucket Street, Hyannis, MA 02601 and evidenced by the Notice of Lease recorded with the.Barnstable County .Registry of Deeds in Boole 1.9489 .Page 244, has been terminated. WITNESS our hands and seals this /,/ day of June, 2014 Anthmiy.I ino, Jr. Anthony J. olino, ,lr., rustce_of Anglers Investment'Trust Hyannis Angler's Club, Inc. B zeej- Paul C. L ovendale, President / COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: On this /1 day of June, 2014, before me, the undersigned notary public, personally appeared Anthony J. Tolino, Jr., and proved to me through satisfactory evidence of identification, being a Driver's license, and acknowledged to me that he/she/they signed the foregoing instrument as his free act and deed and voluj,� Vj�y�for its stated purpose. \\\\41 .^` •'y`� p19 S v - V A) tat Public M Con on Expir i t a � (SEAL) IJC��P r. �1rlru�uir,N\\` 1� r COMMONWEALTH OF MASSACHUSETT'S Barnstable, ss: On this (1.f d y of June, 2014, before; me, the undersigned notary public, personally appeared Anthony J. Folino as Trustee of Anglers Investment Trust, and proved to me through satisfactory evidence of identification, being a Driver's .license, and acluiowledged to Ine that he/she/they signed the foregoing instrument as his free act and deed and voluntarily For its stated.purpose in his capacity of Trustee of said Trust \ZZ U T,�+����ii, No �ll'y Public L1bl1C w.o o y�r% rssion Ex s: o _ Cn (SEAL) Q \\�� 1-1-1 OF MASSACHUSETTS Barnstable, ss: '�Jnlulnit,� W On this fl day of June, 2014, before me, the undersigned notary public, personally appeared Paul C. Lovendale as President of Flyannis Angler's Club, Inc., and proved to ale through satisfactory evidence of identification, being a Driver's license, and acknowledged to n7e that he/slic/they signed the foregoing instrument as his free act and deed and voluntarily for its stated purpose in his capacity as President or said corporati ul. . ��1\1111111JJI���� plzzup���i�,�� bOU-7 t-12 No ry Public 19 Fs. My Commission Ex ph (SEAL) 04A55A4•.•QJ�\\�� NOTA'R,� r�JtI11111111\\`� Anglers Investment Trust Trustee's Certificate I, Anthony J I~olino, Trustee of 'rho Anglers investment Trust, u/d/t dated March 11, 2004, being recorded in Barnstable County Registry of Deeds in Book 18313, Page 114, (hereinafter, "Trust") hereby certifies the following: 1. I am the sole trustee of s said Trust; and 2. Said Trust has not been amended or terminated; and 3. Said Trust is in full force and effect; and 4. All r beneficiaries are of legal age and are otherwise co.m ctcnt cU1d 11a.Ve • '� •'� assented to thy. execution of a Termination of Lease .far a tease between Anthony J. folino as assigned to Anthony J folino, Trustee of Anglers Investment Trust and Hyannis Angler's Club, Inc dated December 8, 2004. CXecuted as a sealed instrument this 1A 4 day of June, 2014. The Hyannis Anglers Tru by: Anthony olino, Trustee �1 COMMONWEALTH OF MASSACHUSETTS COUNTY: Ba jn ble On this day of June, 2014, before me, the undersigned notary public, personally appeared. Anthony J. Folino, Jr., Trustee of Hyannis Investment Trust, proved to nee though satisfactory evidence of identification, which were STATE ID'ENTIFICATION CARD to be the person whose name is signed on the preceding or attached document, and who swore or affirmed to nie that the contents of the documents are truthful and accurate to flee best of her knowledge and belief \�\\\IIIUll11111/r���'/ G '9��^�. otaryft Print NaJL � = n o` :` - MyCommission Expires: f 2 CLERK'S CERTIFICATE The undersigned,Sacreta+i of Hyannis Angler's Club,Inc.,a Massachusetts corporation (the"Corporation'), hereby certifies that by unanimous written consent of all of the Directors of the Corporation, the following resolution was unanimously adopted: "Resolved: That the Corporation be,and on behalf of the Corporation, Paul C.Lovendale, President is authorized and empowered: To execute a Termination of Lease of lease between.Anthony J.'Folino,Jr, and Hyannis Angler's Club, Inc. dated December 8,2004. I further certify that the foregoing resolutions have not been altered, amended or rescinded but remain in full force and effect. I further certify that Paul C.Lovendale is the duly elected President of the Corporation and I am the duly elected Clerk of the Corporation. WITNESS my hand and the seal of the Corporatibn this Juh�:/ ,,2014. ----�--- r'R,dland�Glines.Clerk 3 BARNSTABLE REGISTRY OF DEEDS c B k 28199 P:B 54 �2:342 06-12-20 14 a 0 1 = 36g MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 06-12-2014 a 01:36am Ctls: 941 Doe;: 25342 FPea° $1r479.15 Cans: $432v500o01 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEbS Date: 06-12-2014. a 01-�36pm Ctly: 941 Doe9: 25342 Fee: $10167.75 Cons: �432c5Crr�gr:nr QUITCLAIM DEED Anthony J. Folino, Jr., 1"rustee of Anglers Investment Trust under Declaration of Trust dated � March 11, 2004 and recorded in Barnstable County Registry of Deeds .in Book 18313 Page 114, 0 o1'Hyannis, Massachusetts For consideration paid and in fi.ill consideration of Four Hundred Thirty-Two Thousand Five Hundred and 00/100 ($432,500.00) Dollars ' Grant to [fHH Ocean Street, LL,C , a limited liability company organized under the laws of'the Common weal th of Massachusetts, with an address of 28 .Iacome Way, Middletown, RI 02842 v t; V' With QLJfTCI,AIM COVENANTS v u The lot with any buildings thereon, situated in that part of Barnstable, Barnstable County, Cz being number Massachusetts, called Hyannis, ed 24 Nantucket Street and bounded and described ^r as follows: nr Beginning at the southeast corner of the granted premises on the northerly side oi'Nantucket Street, and at land now or formerly of Eleanor Roche, thence running I • NORTH 16 degrees, 53' 30" East by said land of Roche, seventy-five (75) feet, more or less, to a stone bound at land now or formerly of Jane F. I lowland; then running a: NORTH 86 degrees, 49' 40" West by land of said Howland, ten and 00/100 (10.00) feet to an Iron pin; thence r nxiing NORTH: 3 degrees, 10' 20" East still by land of said Howland, thirty-seven and 14/100 (37.14) feet ) feet to-an iron pipe; thence running NORTH 86 degrees, 49' 40" West about seventy-three (73) feet to Bay Street, thence running SOUTHERLY along the easterly side line of said Bay Street, about one hundred ten (110) feet to the intersection with.Nantucket Street and thence running SOUTHEASTERLY and EASTERLY about sixty-six feet by the northerly line of said Nantucket Street to land of said Roche and the point of the beginning. Being shown as Parcels B and C (except as modified by layout of public ways) on Plan entitled "Plan of Lund—Ilyannis-Barnnstable, Mass. as surveyed for Horatio S. Bond, November 1948, Whitney& Bassett, Architects and Engineers, Hyannis, Mass", duly recorded with Barnstable County Registry of Deeds, Plan Book 85 Page 115. Said layout, including a corner curve, is shown on plan entitled "Town of Barnstable, Plan showing layout of Bay Street and Nantucket Street, Hyannis, as made by the Selectmen", dated February 23, 1956, recorded with said Registry in Plan Book 127 Page 33. Said premises are conveyed subject to and with the benefit of easements, restrictions, agreements and reservations of record, if any there be, insofar as the same may be in farce and applicable. 1, Anthony J. Folino, Jr., Trustee, hereby certify that the premises are not the homestead of any person and there is no person who can claim the benefit of an estate of Iomestead under- G.L.. c. 188 and l Further certify that the premises were not the homestead of any person at the time of the deed to One recorded in Book 23885 Page 122. For title, see deed recorded in Barnstable County Registry of Deeds in Book 23885 Page 122. 1 certify as follows: 1. 1 am the sole Trustee of the Trust; 2. 'fhe Trust is in full force and effect and has not been altered, modified, aniended or terminated and has not been revoked as of the date hereof; 3. The beneficiaries of the Trust are of legal age, they are not disabled and are competent and have all assented to this sale; and 4. I ain duly'authorized and have been directed by all of the beneficiaries of said Trust to convey the property. Executed as a sealed instrument under the pains and penalties of perjury this !Z day of June , 2014. And olino, rustee of Anglers Invest nnerit rust a ' y_ COMMONWEALTH OF MASSACHUSETTS Barnstable, sus: On this) cG iay of�ToNg�, 2014, before me, the undersigned notary public, personally appeared Anthony.l. Polino, Jr., Trustee of Anglers Investment Trust, and proved to me through satist'actor evidence f'y ence o Identification, belts check whichever applies): >5 g ( pp l�.). ❑ or other state or federal governmental document bearing a photograph image; ❑ Oath or affirmation of a credible witness known,to me who knows the above signatory, or My own personal knowledge of the identity of the signatory, to be the person whose name is listed above, and acknowledges to me that he/she/they signed the foregoing instrument as his free act and deed and voluntarily For its stated purpose and who swore or affirmed to me that the contents of this document are truthful and accurate to the best of his knowledge and belief \\\`ttttUllllUhh/���' otar Pu blic My 1issto \n El re ti ,'v Cry ' (S �[ ! G tvoio '���+r n u 111ttttt BARNSTABLE REGISTRY OF DEEDS `1 �, 1 1 •�� I r 1 1 R=5' R=30' I I I R=2' I I'P 22 00 R=5 R=30' 1 1 \ R=2, 1 1 1 I R=10' N 1 � 1 > 1 1 , \ 1 1 1 � I ' I I 1 I I t I 10 1 � I 1g.00 I NET 17 ' I 1 \ Ip 1 m � o \ I R=5' I 1 \ STONE 4.5 / , \ R=5 �- \ 'S WALL OP o U / \ 4 0 o , n L W J oU N /O O N_t0 N I R=30' R=5' I R=2' 22.00' R=5' R=5'1 �R=30' I 1 1 R=2 I � I ' R=10' N w 00, I 1 I 1 I I I 1 I t I 10 II t II 11 � i 1 �9•0o i, I 1 I � 19•p0, I II 1 II NET 17 1 I 7 VALET I r I 1 I � RSTONE =S• I ' 4.5 �o R=5 9-- �/ WALL o 1 U � 1 0 N y 1 \ d \ y oU N /O O N_l0 y x ZONING TABLE BARTER NYE W z ZONING DISTRICT: No(HARM DISTRICT) ! O FA AY R. DISTRICTS DIZ(GROW INCENRW ZONE),AP(AWIRR PROTE-ON) ENGINEERING& Z OREo u usE-Rmoo+na ALL SE:XD T°S M"® SURVEYING x . . _ EpSf USE:NOTE, x- ------- - PROPOSED USE NER XOTFI. RiXFFE __f d Lmd 9/ AV .7.1.S -SO.5B1 Si - --_ " 3 f t ' SURVEY d Yemadgwfte 02601 (�xo FOOTPRINT RLOtlt AREA BUR.DIHR. EgS11N0 76 Narfh Shot JM Floar [•.x z CIS) P /sSt55OR5) N)mnb, s _. PROPOSED RU 1dNC- fl6t 4 PROP lel FLOOR.sBAI S P6me- 77I-7512 /1 Z •. ( No TO Sm20 Er FLOOR F.- (50B)77-76V 4s S TOTAL .S 'v r - "RR.NO FLOOR-4 g N, b is R,A pn GA NN TOTAL PROPOSO iLODIi AREA-J5,55B Er A N P ITAII TOTAL SITE OiOss iLOOR AREA-127,25J S timfE­ XE.\150 I}SP, RA- Q1LAlpiY ACRnLLWI �.•� 1 ( J 1FJ D. 20DD IS IBs2B1 S 6CN M R SSO R a0 R(RW.am) usULTpNT ETBACK 10CEI R OUECTOTURALLODETAIL PRO�ECRON•CN O T 10 RFFPROP 1 v YAx BLOC.XODXT(ST-.: J5 R AS R 25 STJ M YAW ROOP DECK/ CONSULTANT (A ET.)- - F YAY LOT COVfliAGE QI CUS AFEA. MFnNG-117.983.75 PRE-RED EOR7 1 51 7s - Q PERNWS PAVERS 1.8]5 S e.875 S Ili STREET TREES-'RENT YARD ]50 R AT P .a00. ""No- 2 Nalborview Hotel Investors,LLC C I I I I (1/JD R or MONTAGE) 250 R/JO-so PROPOBFO B rora. u 4\ \ 01 RINTEERIIOOR PAR.NO-S 5.002 S 5,OB2\ 0.522 a 0.10- 177 2 1/5-W 4,5so SF \ -PARKING AREA(1/5 PS)COM 7 STANDARD SPACES 11`1 * PARgNO CENERATOR AS DETERNO.BY CK IN♦FRONT CHE P Tp Alp r—J BWL To MIS% 0-!.PS/ROOM ZJ ADDES�� '� `� 20o TOTAL ROOMS K 0.B0 1612 PE 154 9'A— T V I' ~� \ 204 1OTAL PRONOFD ANDICAP PARIONO(TETAL/VAN) 5/J SALGS O ® • .{ \\\ ESON—CLE ASSHro PASS o GtANDPATxERED AND/OR RE—I ACREENE T cc z fp 01 --------------- m ATMs EET TITLE aster Plan y -- S7tiFfV 1 EET N o _/( ------ NA4SLfFMFF ----- i C3.0 SON E:OB 012 xJ0 D JOE xeD e00x `7 SCALE IN FEET E:1'-JO A - L ------ LANDSCAPE NOTES- BAXTER NYE �W z 1 y, \ `\ 1` PLANT SOIL SHALL BE 1/O SPHAGNUM PEAT MOSS AND 2/3 FERiBE ! °OM°O'Y 1N1°: mun w[ '�- Eu roxH[rt5 ENGINEERING& IR� 1 \ \ 11 L \ FlELD LOAN SURVEYING F� BE XOLETWLIURw Wwtt HFALLOCN BARN. .� .a.*Aa R:a.al eau o.+amz ,Y-H a..n.,n l« N V'9Y Ro9letred ProhaNmd Fn91^m 1 111 TREE PLANTING SN.LLL BE Oammm VAWETIEs CAPABLE IN, Oad Lmd SY )— W L, 1\ REACHING A HEIGHT OF DTr a MATURItt. .®NunYae av Nrni m r�L 1aar�r S rx mu�H im Nw 78 North Sheet-Id Floc EmM —a PLANTINGS SHALL BE CDMMON VARRTEE CAPABLE OF HTvale,MRaed,Iante 02601 1\ \ A MWIMUM HEIGHT OF T a MAIURBY. -' 1 I \ 1\ { o (} wa..a w:uac,c uAc aaM.anw.v war v n r aA 1.a Phone-(508)77-7502 SE 1 1 \ 1 \ Fox- (508)771-7622 U \ \\^ \ LAMER STORY PLWTNOS SHRUBS OO-A8 INCH6 ���''/,�$ nn'A°xf!-Opmm '�� 1 1 \ \ PLANTS SHALL fDHFOLEM O MDST RECENT STANDARDS OL y awwo v° am�Nn ua a i °rt. S vi A n,a IT111 1 1 \ \ \\ \♦'\ THE ANFRIOAN NURSENTMENS A ABOH. 1 1 \ \ ; ♦ PROVAE e'TOPSCIL R FlNE aunE SEED.FFRTeAE NiD LOE ALL 6:mae: ` MEAS NOT OTHEDaSE NOTED. 1 I \ ALL PIANTWGS AT MW WAY ENTRANCES MLL BE YANTAWED TO mmaaa mMe emmm W a \ A XBOLIT OF S'oR LESS AS TO NOT C85WPE TRAFFIC NSBLtt. 1 1 \ 1 1 N S M L T A N T ® boo N B a T 1 \ ® a aW r� iN.r LTA HEPAREO /`\ " FOR: 11 Harbomiew Hotel Investors,LLC (P I ��i 'p' \\ \ I I �IJ 1 1 1 O r -wmNa w uaNal a1mY eArt u I or. AIHA ° bARX N.WM .Wr W.A.a rt a c 1 1 1 I _ ueal y®uv ip Fr eF ,ou E 1 ,,11 -,r elo-la.Tana wBu P rxUuairca�' T.1'� I-V 1 S weu IAANem IN O �� '' 111111111 1 1 t - I ��•°�° o Q 1 m a 1 1\ o IND Foot story s I A Na,o®aa. A N a a a MN o \ \ £ m =a Z iY M4 \ I IA, �^e SMATION NOTES(WHEN REONED) ; OP TC BE WATERED TE I.E.BE RADJUST9HE'ADS INTH INSNFTICVEHTA�—thGE DUE SHEET TITLE EEE 1 1 1 1 / I ro M.O MAE BY METE10.PROPOSED SITE FEATURES. Landscape Plan CONTR.m III REFER TO LAN PLAN TO HEEP sPRWIDER E EWIPMENT AND AIXSssgtY MATEPoK FROM INTEIIMINO WTH 2 11 I \ X a-N I\ StREE7 I PROPER PLANING.I.E.—Y NOOT BALL SIZE FOR PLANTNG n 1 \ { \ I UCttL• PAWaRO CONTROL.VALVES.COUPLINGS,SPRUROEE HEADS SERIES 1512 SHEET N BE USED. SE TOR.SLPER TOO LANK RO O MNERf 2O`Pa.°`)) I / REWIRED. ad N'OE^P8 __ MANUNE AND IATFRw SHALL BE UNE PIPE OL S PVC S 200 C I7 �O - —.I.SI¢\£—BE Bo®IAE w P. A L.:09 2 NOLLIa SO VALVED BAOINTL010V PR-ASSENBLY AND DENC6 NT 1 LOW HEAD DEMNAME MA1 O N CH E. O 20 SCALE IN FEET W 1' THE MUNIDPwTY.OIHFR AIfIXORItt IMi MIa`tHERE REWRED BY B:k 28199 PS317 40dr-25343.: —�2—"2�3� r_tiB d36p REGULATORY AGREEMENT HARBORVIEW HOTEL INVESTORS, LLC and NOMINEE 213 OCEAN STREET, HYANNIS, MA 02601 - This regulatory agreement ("Agreement") is entered into by and between the - - Developers, Harborview Hotel Investors, LLC and HHH Ocean Street, LLC, ("Developer") and the Town of Barnstable ("Town"), a municipal corporation, on this day of VZex)z2014, pursuant to Section 240-24.1 of the Barnstable Zoning -Ordinance and Chapter 168 of the Barnstable Code; WITNESS: . -.-WHEREAS, this Agreement shall establish the following: permitted uses, density; and: _traffic within the Development, the duration of the Agreement, and any other terms or = conditions mutually agreed upon between the Developer and the Town; and .WHEREAS, the Developer owns the property at 213 Ocean Street including.parking ' _ areas, Hyannis, MA, consisting of 3.8 acres, shown on Barnstable Assessor's Map 326 as.:Parcel 035, title to which is recorded in Barnstable County Registry of Deeds Book 15837 Page 190; and is the named buyer in a Purchase and Sale agreement dated October 31, 2013, for the property at 24 Nantucket Street, Hyannis, MA, consisting of .18 acres, which is shown Barnstable Assessors' Map 326 as Parcel 33. Collectively, ,:the two parcels are referred to herein as the Property; for purposes of this Regulatory, `Agreement, the "Property" does not include the existing hotel and its operations currently located at 213 Ocean Street but does include all site parking;the Developer desires to develop the Property pursuant to this Regulatory Agreement; and - WHEREAS the Development will not require regulatory review under the.Massachusetts r. Environmental Policy Act (MEPA) or the Cape Cod Commission Act; and WHEREAS;the Developer has made application to the Planning Board pursuant to Chapter 168 of the Barnstable Code; and WHEREAS the Development is located in the Hyannis Growth Incentive Zone (GIZ) as- approved by the Cape Cod Commission by decision dated April 6, 2006, as authorized by Barns table,County Ordinance 2005-13, Chapter G, Growth Incentive Zone - Regulations of the Cape Cod Commission Regulations of General Application; and WHEREAS the Development is not subject to review by the.Cape Cod Commission.as a.:Develop ment of Regional Impact due to its location in the GIZ and due to the adoption of.Barnstabte County Ordinance 2006-06 establishing a cumulative development threshold within the GIZ, under which this development may proceed and the Developer has submitted a Jurisdictional Determination to the Town of Barnstable Building la.epartment to confirm the same; and Bk 28199 Pg58 #25343 ` ;WHEREAS, the Property p rty is currently developed with 69.7% impervious lot coverage; the,Development will redevelop a portion of the Property currently used for parking; proposed impervious lot coverage is 78.9%. These figures also include the building fo:otprints;to account for the Nantucket Street lot; and WHEREAS;.through the Regulatory Agreement process, including review of application rnateriais-, supplemental information submitted; discussions with the Town Manager and public testimony, impacts have been identified. These are: impacts to an already ,overloaded parking system in and adjacent to the Hyannis Harbor area; increased use ,of..inadequate water delivery infrastructure on Ocean Street; and increased use of Bay ;Street by hotel clients; and WHEREAS, the Town is authorized to enter into this Regulatory Agreement pursuant to- = Chapters 168 of the Barnstable Code; and WHEREAS the Developer�will-req-wire-zoning-relief-from-certain=provisions of-Chapter 240 to allow individual kitchen facilities in hotel rooms;minimum,pa rkingrbuildi story requirements, front, rear and side yard setbacks and maximum lot coverage all as further defined in condition number 1(b) below; and WHEREAS, the Developer will require relief from Chapter 112, Article III regarding a certificate,of:appropriateness; and V1/HEREA$, the Town and Developer desire to set forth in this Agreement their respective understandings and agreements with regard to the development of the Property,,and V1lHEREAS, the Developer is willing to commit itself to the development of the Property substantially,in accordance with this Agreement; the Developer desires to have a. reasonable amount of flexibility to complete the Development and therefore considers this Agreement to be in its best interests; and WHEREAS, this Agreement shall vest land-use development rights in the Property for the duration of the executed Agreement, and such rights shall not be subject to subsequent changes in local development ordinances, with the exception of necessary changes to.protect the public health, safety, or welfare; NOW THEREFORE, in consideration of the agreements and covenants set forth hereinafter,:and with other good and valuable consideration, the receipt and sufficiency of which each of the parties hereby acknowledge to the other, the Developer and the Town do.enter into this Agreement, and hereby agree to covenant as to the following provisions The.Developer proposes to redevelop the Property-as follows: a T.he Qeveloper seeks a Regulatory Agreement to develop the property for the construction and operation of a new, freestanding, four (4) story hotel operating year round;fortransient guests with up to sixty-eight (68) total guest rooms, each-containing r Bk 28199 Pg59 #25343 its own kitchen facility and approximately 350 square feet in size. The new hotel building is 33,795 square feet in total. In addition to the 68 rooms, the Hotel will also.. contain a fitness center and lobby for use by Hotel guests only. The Developer is Harborview Hotel Investors, LLC and HHH Ocean Street LLC. The property is maddressed as 213 Ocean Street, Hyannis, MA, located in the Harbor District (HD) and is,` :shown on Assessor's Map 326 as Parcels 035 and 24 Nantucket Street, Hyannis, MA ,.located; in the Harbor District (HD) and is shown on Assessor's Map 326 Parcel 033. ____. r- j ,arkmg.location for the new proposed`hotel"building-wi11-be-located-at,the,parking-lot,of P� ithe,existingfhotel buildin!(f,ichwis•not sul5i ct totWRegulatoryIAgreement)rlo-Gated=at 213'Ocean'Street and 24 Nantucket`Str eet`The-total`area of the property(s) subject to . :the Application is approximately 3.98 acres. . .The Regulatory Agreement seeks waivers from the Barnstable Zoning Ordmarjces,;and other ordinances of the Code of the Town of Barnstable, specifically,in reference to,the following sections: L" Section 240-24.1.7 (A) Harbor District, (1) Permitted Uses, (j) Hotel o Developer seeks waiver to allow hotel rooms with individual kitchen facilities. ii. Section 240-24.1.7 (C) Dimensional, bulk and other requirements o. Developer seeks waivers with regard to maximum building height(proposed 4 stories (44 ft) where only 2.5 stories are permitted) , front, rear, and side-yard.setbacks. (waiver of 10 foot minimum); and maximum lot coverage (waiver of 70% requirement): Section 240-52. Design and Screening standards. A.; Section 240-53. Landscape,requirements for parking lots. B. (1) (2) (3); Section 240-56 Schedule of Oft- Street Parking Requirements. o :be veloper—seeks-reiief from applile parking requirements asfollows: o Developer seeks waivers wnh^regards to parking lot landscaping of 10% and the waiver.of the number of required trees. Parking lot landscaping (10%0.of the entire site pr 6,082,sq.:,ft,); Proposed is 4,898 sq. ft. Parking lot trees required (Parking lot of 177 spaces) 36 trees; Proposed 7. 6., Developer seeks waiver of parking-lot line to lot line (waiver.of 6-foot minimum, where existing:hotel.has 0 lot line setback at.some locations) o Parking required is 1.2 spaces per unit (245) plus (1) for each employee in largest shift (12), or 258. Developer provides 177 spaces, 204 with approved.valet (1.0 space,; per unit) o< Developer5seeks{waiver:of:parking;µspace minimum dimension.requirement all wn K i.for smaller,size'spaces in--certain•areas onathe'site7l, iv Dumpster requirements: o Developer.seeks waiver from § 353-4 of the Code of the Town of Barnstable, Board of Health Regulations "Storage of Garbage and Refuse" Minimum setback for the location of the proposed dumpster. v ' Chapter 112, Article Ill Hyannis Main Street Waterfront Historic District Ordinance:' t Bk 28199 Pg60 #25.343 'o Developer seeks waiver of requirement for a Certificate of Appropriateness from the .'HMSWHDC.guidelines. No additional free-standing signage is proposed. vi Section 240-68. Signs in the MB-Al, MB-A2, MB-B and HD Districts. C. i.o Developer seeks waiver to exceed the maximum square footage of 50 sq ft allowed `i�n the district. Developer is seeking relief under the total allowable square footage in the HD District of 50 sq feet. Developer anticipates proposing a 35 sq ft (7' Long by 5' high) wall sign for the North side of the building and a 16.5 square ft (11' Long by 1'-6" high) wall sign on the East side of the building. 2. The construction and operation of the proposed year-round hotel will result in the ,following economic benefits: ■ New year-round and seasonal employment, both full time and part time. It is estimated all positions that are currently seasonal (Mid April - October) will become year round -26 total new full time positions. (General Manager, Front Office Manager, .Executive Housekeeper, Sales Manager, Director of Engineering, Shift Engineers (3), Accounting Manager, Life Guard (2), Security (1.5), Night Auditor (1.5), Front Desk Clerks (4),.Housekeepers (6), Housemen (2), Laundry Attendant(2).) In addition, it is estimated an.additional 11 new seasonal,position will be created with,the addition of the 6s rooms,.(2 new front desk clerks, Housekeepers (6), Housemen (2), Engineer(2), Sales Manager, Parking Attendant (2); • Increase in Town property tax revenue. The additional tax revenue to the Town,will. be $35,880.30 (based on Estimated.Building Costs $4,500,000.00 x Town tax rate of$8.22 per 1000 + Community Preservation Tax 3% of the Town Tax), plus a Hyannis.Fire Department tax rate of$15,930.00 ($3.54 per 1000), fora total.estimated,%: annual tax.of,$51,810.00. •;, Increase in Town hotel room tax revenue. The estimated hotel tax revenue generated from this project will be $120,000.00 (based on an estimated revenue of$2;000,000.00 at 6%); and •; Increase in year round commercial activity in the Harbor area. 3: l.n..accordance with Section 168-6, the Developer, prior to being issued a occupancy permit shall be required to pay mitigation sums to the Town of Barnstable to; be:used by the Town in its discretion for infrastructure improvements including the extension of the water main on Ocean Street. The Developer shall be required to pay$150,000 asi follows; ,$30,000 upon issuance of occupancy permit; and $3O,000 each year thereafter for the next four(4) years Developer shall make payment to the Treasurer of the Town of Barnstable as directed 'by the Town Manager's office. 4� Parkin —As se forth on Ianprepared r g t p s by Baxter& Nye. Engineering, entitled,,,. Hyannis Harbor Hotel Addition, Revised through 11/8/2013. As per plans submitted,_the' Bk. 28199 Pg61 . #2534.3 new plan with the Nantucket Lot shows 177 spaces (.86) per guest room, with the new Valet 204 spaces (1) per guest room. The Ordinance requires 1.2 spaces per room plus �1-for every two employees on the maximum shift. As a result, Developer seeks relief for 'parking as set forth above. 6.1 Landscape -As set forth on plans prepared by Baxter& Nye Engineering, entitled Hyannis Harbor Hotel Addition, Revised through 12/3/2013. The landscaping for 24 Nantucket Street will also be irrigated. 6.. Bonds: Prior to the issuance of a foundation building permit Developer will . :'provide a'performance bond in an amount to be approved by the Planning Board or its Vnig nee, said bond to be expended on the replacement of landscape materials.if such replacement becomes necessary. Any unexpended portion of said performance bond (including interest) may be released by the Planning Board to the Developer or his �successor(s) after three years from the date of the initial landscape plantings, such date. to be determined by the Building Commissioner, upon the request of the Developer; 7-. Curb cuts -As set forth on plans prepared by Baxter& Nye Engineering, entitled' Hyannis Harbor Hotel Addition, Revised through 11/8/2013 8.. . Lighting —Currently being prepared by architect. It will meet Town standards...A copy of the:lighting plan shall be filed with Growth Management staff for review and comment prior to the issuance of a building permit. 9: Signage- Developer is seeking relief under the total allowable square footage in the HD District of.50 sq feet. Developer is proposing a 35 sq ft (7' Long by 5' high) wall sign for the.North side of the building and.a .16.5 square ft (.11' Long by l'-6" high) wall sign on.the East side of the building. Stormwater management—As set forth on plans prepared by Baxter& Nye E.ngineering,;entitled Hyannis Harbor Hotel Addition, Revised through 8/9/2013. This-, does.not include the parking area for the Nantucket Lot, which was included at the last, Planning Board hearing. A copy of the drainage plan for the Nantucket log shall be filed with the Growth Management staff for review and comments prior to the issuance of a building permit. 11. Crosswalk shall be provided -As set forth on plans prepared by Baxter&Nye Engineering, entitled Hyannis Harbor Hotel Addition, Revised through 11/8/2013 12. Dumpster shall be located as set forth on plans prepared by Baxter & Nye Engineering, entitled Hyannis Harbor Hotel Addition, Revised through. 11/8/2013 on the. northern.property line abutting Bay Lane. 1.3 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 This.document shall be submitted prior to the issuance of the final certificate of occupancy; Bk 28199 Pg62 #25343 :14. Community Character— Proposed elevations were reviewed by the Planning. Board. Developer has met with the Historic District Commission, who has given a positive recommendation with respect to the current design of the hotel as shown in.the,. 'elevations prepared by Pro Con, Inc., dated May 24, 2013: 15. Construction shall take place only between the hours of 7 AM to 5 PM Monday .through Saturday. 16: Use—The new freestanding, four (4)-story hotel building on the Property shall be used as,a hotel for transient guests operating year round. The hotel units shall noIt:b&- used.as;dwelling units. None of the hotel units shall be marketed, transferred, or sold. cis TimeshareUnits as defined in G.L. c. 183B as the same may be amended. Project construction shall commence no later than three (3) years from the finalization and approval of the Regulatory Agreement by the Town Council. Construction shall be completed within two (2) years of construction commencement date.. These time periods may be extended upon request of the Developer and .approval by the Planning Board. 1.8. To the extent that referenced plans do not depict all of the findings and conditions set forth in this Agreement, revised plans and shall be provided. In.addition to.permits, plans and approvals listed above, any and all permits and licenses shall be obtained; 19..' The development rights granted under this agreement shall run with the land. `r However, the Developer agrees that 30 days prior to any change of ownership of the: Property that written notice shall be sent to the Planning Board,Town Council, and Town Manager and further agrees, that all terms and conditions of this regulatory agreement and any amendments thereto, shall be binding.on any successive owner of:. the Property: 20 Pursuant to §168-9, the term of the Agreement shall be (10) years from the effective date of the Agreement. Notwithstanding the ten (10) year duration, once the Ogvplopment rights are exercised within the time periods provided.in Paragraph .17, inr�luding any extension thereof by the Planning Board, all of the terms.and conditions of the Regulatory Agreement shall remain in effect.until the development,rights are.no longer exercised. 2'1.- The Town hereby grants waivers from the following zoning requirements: Section 240-24.1.7 (A) Harbor District, (1) Permitted Uses, (j) Hotel o': Developer seeks waiver to allow hotel rooms with individual kitchen facilities ii. .,. Section 240-24.1.7 (C) Dimensional, bulk and other requirements o`, Developer seeks waivers with regard to maximum building height (proposed A, stories (44 feet) where only 2.5 stories are permitted), front; rear,.and side-yard setbacks (waiver of 10 foot minimum); and maximum lot coverage (waiver of 70% t _ , F� r-; f Bk. 28199 Pg63: #253:4:3 `requirement). m Section 240-52, Design and Screening standards. A.; Section 240-53:` 'Landscape requirements for parking lots. B. (1) (2) (3); Section-240-56 Schedule of Off `Street Parking Requirements. Parking requirements o Developer seeks relief from applicable parking requirements as follows: o Developer seeks waivers with regards to parking lot landscaping of 10% and the waiver of the number of required trees. Parking lot landscaping '(10%`of the entire site or 6,082); Proposed is 4,898. Parking lot trees required (Parking lot of 177 spaces) 36.,. trees; Proposed 7. -o Developer seeks waiver of parking-lot line to lot line (waiver of 6-foot minimum) o Parking required is 1.2 spaces per unit (245) plus (1) for each employee in largest shift (12), or 258. Developer provides 177 spaces, 204 with approved valet (1.0 space per unit) o 'Develo, er seeks,waiver;,of ain e _ um n ,s acmnlmm g; for mllersi m"crtaiaegasolrsiepe ; _. iv.: Dumpster requirements: o, :Developer seeks waiver from § 353-4 of the Code of the Town of Barnstable, Board of Health Regulations "Storage of Garbage and Refuse" Minimum setback for , �dumpster(s) locations to lot line v Chapter 112, Article III Hyannis Main Street Waterfront Historic District Ordinance: %01 Developer seeks waiver of requirement for a Certificate of Appropriateness from the HMSWHDC guidelines. V . Section 240-68. Signs in the MB-A1, MB-A2, MB-B, and HD Districts.. C. o... Developer seeks waiver to exceed the maximum square footage of 50 sq ft allowed in the district. Developer is seeking relief under the total allowable square footage in the, HD District of 50 sq feet. Developer anticipates proposing a 35 sq ft (T Long.by.5' high) wall sign for the North side of the building and a 16.5 square ft (1 V Long by V high) Wall sign on the East side of the building. IN WITNESS WHEREOF, the parties have hereunto cats t to e . executed,;on the day and year first above written. s _.. Dated this � '~ day of �UN1—, , Town:of Barnstable Developer/ e estors, LLC By Thomas K. Lynch By: J E: n, Hager Town Manager Develo er/ HHH Ocean Street, LLC By: Eugene Goldstein, Manager Bk 28199 Pg64 #25343 97ze G + V1 M �1 VC.�LG&a/'WL( e, ✓lll/w V/G', ✓/I GLV CSLLIAlLU7 l.(.GCS 0 /ssl William Francis Galvin Secretary of the .Commonwealth May 23,2014 TO;WHOM IT MAY CONCERN: I Hereby certify that a certificate of registration of a Foreign Limited Liability Company' was filed in this office by HARBORVIEW HOTEL INVESTORS LLC in accordance with the provisions of Massachusetts General Laws Chapter 1.56C on February 25, 1999. I further certify that said Limited Liability Company has filed all annual reports due acid paid all fees with respect to such reports;that said Limited Liability Company has not filed a :, ceiEificate of cancellation or withdrawal; and that, said Limited Liability Company is.in good ' `standing with this office. - I also certify that the names of all managers listed in the most recent filing are:JON E. COHEN,DOUGLAS D.COHEN I:further certify that the name of persons authorized to act with respect to real property .' instruments listed in the most recent filings are: JON E. COHEN,DOUGLAS D. COHEN • s' t In testimony of which, I have hereunto affixed the Great Seal of the Commonwealth omthe date first above written: Secretary of the Commonwealth Processed S.y:sam SS Bk 28199 Pg65 #25343 a Jeea&w W64o O cA7,10 Ao"e,, .0as-lP2, ffaPsada.,fe&.f 02133 William Francis Galvin Secretary of the Commonwealth May 22,2014 TO WHOM IT MAY CONCERN: I hereby certify that a certificate of organization of a Limited Liability Company was filed in this office by HHH OCEAN STREET LLC in accordance with the provisions of Massachusetts General Laws Chapter 156C on November 12,.2013. .I further certify that said Limited Liability Company has filed all annual reports due and ! aid-all fees with respect to such reports;that said Limited Liability Company has not filed a .,. ,,certificate of cancellation or withdrawal; and that said Limited Liability Company is in good standing with this office. y,::.; I also certify that the names of all managers listed in the most recent filing are: EUGENE GOLDSTEIN I further certify,the names of all persons authorized to execute documents filed with this, ,office.and listed in the most recent filing are: EUGENE GOLDSTEIN The names of all persons authorized to act with respect to real property listed in the most recent,filingare: EUGENE GOLDSTEIN In testimony of which, I have hereunto affixed the Great Seal of the Commonwealth on the date first above written. Secretary of the Commonwealth Processed By:sam BARNSTABLE REGISTRY OF DEEDS ,1 BAXTER NYE ° t ENGINEERING& >. 37 M� D SURVEYING z — ' 7J 1r Q - Registered Professional Engineers ❑.rinr� 0 D l/. �Y Qt 'Yy31�' .. 2 ■ Y_/K� Ocean Stre t � � � - and Land Surveyors ro0 z 8 North Street u 3rd Floor C�Ossa c Hyannis, NSA 02601 z Hyannis, Massachusetts 02601 W .Phone- (508) 771-7502 s.- .. .. : .. Fax- (508) 771-7622 U www.boxter-nyo.com G . MILLI] STAMP _ STAMP Issued for:Site.Plan Review(08/03/12): Prepared For: �avIb©usud M / 1 am0 Issued for:Bid(06/30/15) fl[1[I V e s 15 o a LUX Job Number: 2011-005 9 CONSULTANT Owners:. Applicant: Engineer/Surveyor:" Harborview Hotel Harborview Hotel BAXTER NYE ENGINEERING&SURVEYING T CONSULTAN Investors,LLC Investors,LLC Registered Professional 28 Jacome Way 28 Jacome Way Engineers and Land Surveyors . No. Drawing Title Date Middletown,RI 02842 Middletown,RI 02842 78 North Street-3rd Floor,Hyannis;MA 02601 P R E P A R.E o FOR: Phone: (508)771-7502 Fax: (508)771-7622 C0.0 Cover Sheet ATTN:Matthew Eddy Harborview Hotel Investors,LLC CLO Legend and General Notes C2.0 Master Existing Conditions Plan C2.1 Existing Conditions Plan - C2.2 Existing Conditions Plan C3.0 Master Plan C4.0 Layout&Materials Plan z O C4.1 Layout&Materials Plan 0 C4.2 Layout Plan with Valet Parking - a C4.3 Layout Plan with Valet Parking W C5.0 Grading&Drainage Plan _ s C5.1 Grading&Drainage Plan cc m. C5.2 Grading&Drainage Plan a a �o C5.3 Stormwater Details&Notes vs F Z m C6.0 Utility Plan W a e C7.0 Details 0 o .. a = N= C7.1 Details C7.2 Details o a C7.3 Details-Cultec Recharger 150XL HD a C7.4 Details-Cultec Contactor 100HD � o sr a a C8.0 Landscape Plan st a is a m SHEET TITLE Cover Sheet SHEET NO Colo .. - F DATE:OB 03 2012 PLAN SET ISSUED FOR REVIEW SCALE:' N/A DRAWN/DESIGN BY: 5011 CHECKED BY:YNE JOB NO: �11-003 OPDD FILE: Xn1-003-N. Ae611tyIATtoNs GENERAL CONSTRUCTON NOTES `` p�� c: LE ETD •(ALL REFERENCES% CONTRACTOR_SHN.L MEAN THE GENERAL CONTRACTOR OR HIS SUB-CONTRACTORS.) 25. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE ALL PROPOSED BAXTER NYE s k�1 z SLOPES ON WALKWAYS TO BE LESS THAN 5R AND ALL CROSS SLOPES s2X. ALL - pp r Fir PROP �T RIaP ANAL ABANDON 1. ALL WORK h MATERIALS SHALL BE IN ACCORDANCE WITH MASS HIGHWAY DEPARTMENT WORK WALL BE IN ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. ENGINEERING IX s U L3 PROPERTY LINE ONALNA(JE IRE IDl AOJ15T AMENDED,UNELES OTHERWISE NOTED AIF 7HEDRE RIARDEEUNFUCTS MBA OFUTMRENRY - ACHE MASSDACSHUETTSBOARD. AARRCNHLfTECTURAL AC EC S WITH S BOARD. COMMONWEALTH OF .. PROJECT LIMIT NNE -m- m OVEIELOW qGN ' N'PLWIw1UE SPECIFICATIONS OR PROJECT DOCUMENTS,THE HIGHER STANDARD SHALL APPLY. SURVEYING - Be BIUMNOUS Imel 26.FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE , ---- ---- RIGHT-OF-WAY/PROPERTY LINE -e'AO- -RED- ROOF ONNN sc � � _ ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM 70 ALL CODES AND STANDARDS, REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR 70 AS CURRFIITLY AMNDD,WHICH ARE APPLICARIE O THIS PROJECT- ALL WORK SHALL -..- - - - - EASDEERf - -s - -s - SEVER LINE - ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR Registered Professional Engineers - Ixx BOTTOM OF aIe FURTHER CONFORM 70 SPECIFIC REQUIREMENTS,SPECIFICATIONS.ORDINANCES AND MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL and Land Surveyors. ' --- BUILDING SETBACK -DHw-- -aw- OVERHEAD E1FLIRC,TELEPHONE;FOE AUAY Oa BOTTOM W SLOPE " INTERPRETATIONS OF LOCAL AIfTHORRIES HAVING JURISDICTION:OVER THE PROJECT. APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH yo U STATE HIGHWAY BASELINE -W - -W - WATER LINE DETERMINATION OF APPLICABLE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. z BOW BOTTOM OF WALL JURISDICTION,SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR,AS SHAM BE THE oOm 78 North Street- 3rd Floor - - BASELINE -LP- -�- TIRE PROmCnGN LINE am CAPE OM BERM - ANALYSIS O ALL SUCH CODES AND STANDARDS R REGARD TO THEIR APPLICABILITY TO THE 27. ALL ELECTRICAL(BOTH PRIMARY AND SECONDARY),TELEPHONE,DATA/COM AND FIRE Hyannis, Massachusetts.02601 LIT PROJECT FOR SECURING ALL APPROVALS AND PERMITS. DEPARTMENT CONDUITS D APPURTENANT FEATURES REQUIRED BY THE APPLICABLE Ya . -__-__- CONSTRUCTION LAYOUT -C - -O - CAS MBE CSE COBBLESTONE MGM - - UTILITY COMPANY ARE TONS E INSTALLED BY THE ELECTRICAL CONTRACTOR. '•' . -•- -•- ZONING NNE - -E - -E I - a[V E VAIRIN EXCEPT WHERE.THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, TRENCHING,BACKFIWNG,CONCRETE WORK,MANHOLE AND RELATED STRUCTURES Z aR UIDENGROUND ELECTRIC.DAu/CaMuwanws uxEs Phone-(508)771-7502 --- 1o1N lD1E -- - - - EAsr E705IIN0 ROUND HERETONUCN STANDARDS E MADE A PART OFETHEMPRQIECT DOCUMENTS BY IF AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL CONTRACTOR/SITE (508).771-7622 U -T - -r CONTRACTOR. ALL ASSOCIATED COSTS FOR COMPLETE.EXECUTION OF THIS WORK Fax- -__- STATE LINE - UNDERGROUND DATA h COMMUNICATION HIES EO EQUAL - REFERENCE. - ' -- SHALL BE INCLUDED IN THE CONTRACTORS PRICING. www.boxter-nye.com ' -FA- FINE ALARM TOM FOUNDATION -2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFYING,TO 28. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE.FINAL FOE& HIS OWN SATISFACTION,THAT ALL QUANTITIESARE ACCURATE FOR ALL CONSTRUCTION ELEVATIONS ARE O BE,SET FLUSH AND CONSISTENT WITH GRADING PLANS.ADJUST ALL - ------- ------- CABLE POKE CANE R gum EIEAK ElEVAIIOI GRAVEL ROAD MATERIALS,INCLUDING CUT B FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED OTHER RIM ELEVATIONS OF MANHOLES,GAS CAVES,WATER GATES AND OWNER.UTILITIES TO STAMP STAMP EDGE ff MOMENT - -GIW- -GTI- CABLE TV ® IN'1DE OLEAI -ON INFORMATION CONTAINED WITHIN THESE PLANS. FINISHED GRADE WITHIN:THE LIMITS OF THE SITE WORK. BC m cc QUARTZ CURB BIIUINOUS ORB - -OR® e M CATCH BASIN(SWAM ORROUND CATCH BASIN) EDGING3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,THE - 29.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND.- SURFACES NOT GE GRANITE CAPE C00 BEN - �. lON� DOUBLEBA L CATCH SIN - - LOCATION,,ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT OTHERWISE TREATED SHALL BE STABILIZED AS LAWNS.ALL LAWN AREAS SHALL HAVE.A ... HC HAM" DELAY BY THE CONTRACTOR,AND THE INFORMATION FURNISHED 70 THE ENGINEER FOR MODIFIED LOAM BORROW PLACED,-SEEDED..'FEFrnUZD,LIMED AND MULCHED,UNTIL GRASS - - Pm PRECAST GONG CURB '>e' u ONNN NIET - HP HIGH POINT - ,RESOLUTION OF THE CONFLICT. - _ STAND IS ESTABLISHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL VtAT.GRAN,CURB ® 0 WH CRAIN MANHOLE - U LAIUSnIE AREA : 4.: THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES HAVE A MINIMUM DEPTH OF 6'AND SHALL BE PLACED FLUSH WITH THE OP OF ADJACENT 94 sm - FOR OBTAINING PERMITS AND PERFORMING ALL NEW CONSTRUCTION,RELOCATION,ALTERATION CURB.EDGING,BERM,OR OTHER SURFACE. THE CONTRACTOR'SHALL BE RESPONSIBLE FOR SHAPED GRAIN.C1i8 @� -TLY•. TRENCH DRAIN tP tDM Pow FOR ADJUSTMENT OF GAS.ELECTRIC(INCLUDING UTILITY POLES),TELEPHONE,CABLE.FIRE AREAS UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABUSHD. SLOPES IN EXCESS OF 3:1' _ - R - - NAE WCYMUI ALARM,WATER,SARRARY SEWER,STORM DRAIN.AND ANY OTIHER 11TIL111E5,BOTH PUBLIC AND SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS(ECB)OF CURLED(OR _ IDET ff CURB TYPE PLDG/SIUB _ WIN IaOAA PRIVATE AS REQUIRED. - EQUAL. . ----- SAWM FES► Pow FLARED END SECTION- - �Tg .. .. _ moc MaoumO CONCRETE CVe 5. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS,INFRASTRUCTURE,UTILITIES,CONDUITS, 30•THE CONTRACTOR SK4WISE WATER,DMOW.AREASFERTILIZEUNTIL OR. S STANDS MAINTAIN AIL SODDED AND - --WgFjTggl� NATOBNE �.' V HEADWALL AND LINES`ARE SHOWN IN AN APPROXIMATE WAY ONLY,MAY NOT BE LIMITED O THOSE - SEEDED OR OTHERWISE STABILIZED.AREAS UNTIL CRASS STANDS OR OTHER VEGETATED C O N S U L T A N T- ® ® STRUCTURE NC NOT N ommm SHOWN HEREIN,AND HAVE NOT BEN INDEPNDNTLY VEIRIFID BY THE OWNER,THE METHODS ARE ESTABLISHED TO THE SATISFACTION OF THE OWNER OR THEIR REPRESNTATIVE. .. yx sA _ HIS NOT TO SCALE ENGINEER,OR THEIR REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE-EXACT 31.THE CONTRACTOR.SHALL-RESET ALL MONUMNTATION DISTURBED DURING CONSTRUCTION SOLID NHIIE U1E m REOAST CONCRETE OR LOCATION,BOTH HORIZONTALLY AND VERTICALLY,OF ALL EXISTING UTILITIES,CONDUITS,LINES, - rn- S�HLLOW UE .. ® m SMH SEVER MANHOLE - _ AND OTHER BURIED INFRASTRUCTURE AND SYSTEMS BEFORE THE START OF ANY WORK. THE AT NO ADDITIONAL COST TO THE OWNER.. THE CONTRACTOR SHALL PROVIDE A SURVEY - �` - sN ® ® GREASE TRAP - - - PIN -PATER MY BE OCCASIONED BY THE CONTRACTOR'CONTRACTOR AGREES TO BE FULLY S FAILUBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RE O LOCATE THE INFRASTRUCTURE.UTILITIES. BY A PLN TO ENSURE THAT THE NOT UNITED TO; O RESET TO ITS ORIGINAL LOCATION. CONSULTANT BROKEN WHITE LIRE MONUMENTS INCLUDE BUT ARE NOT LIMED T0;TOWN BOUNDS,MASS HIGHWAY BOUNDS, WWOW SOW LINE _ N11m IEIlODF1 - CONDUITS AND UNES EXACTLY. THE CONTRACTORSHALL PRESERVE ALL UNDERGROUND PROPERTY UNE MONUMENTS;IRON,RODS.'STAKES.CONCRETE BOUNDS,GRANITE BOUNDS AND - INFRASTRUCTURE AND UTILITIES AS REQUIRED. THE CONTRACTOR MUST CALL'DIG SAFE-(A7 STONE WALLS WTIFH DRILL HOLES.. MA HOL SOLID WHITE GNANNEUZING LINE ® � cm WATER MANHOLE � � -REM REMOVE 1-888=DIG-SAFE)AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. - SYnA SPOIL SOLID YELLOW OIAMNUZNG LINE - DO WATER GATE - - RAN ROM AND RESET ... .. - - 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL AT LEAST-24 MOLARS AHEAD FOR - - On On DOUBLE VIILOW NNE �Ttt TAR'OG SIFEV£VALVE RK REMOVE AND STACK .. INSPECTIONS BY THE APPROPRIATE AUTHORITY IN ACCORDANCE WITH THE TOWN EXCAVATION' SAFETY: " s SL a BOx RISER - NET RETAIN REQUIREMENTS,AS APPUCABLE. - .. SHOP USE PRESSURE REDUCER .. Sa SLOPED GRANITE 009 - ALL EXCAVATION MUST FOLLOW OSHA, MASSACHUSETTS AND LOCAL REGULATIONS FOR SAFETY. PREPARED FOR: TRENCH -_ 'A' W SIAIESE CaNJEcnON SLOPED GRANITE am THOSE THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES,PUBLIC AND PRIVATE,INCLUDING - - ALL TRENCH EXCAVATION.EXCEEDING 3 FEET OF DEPTH WILL REQUIRE A TRENCH PERMIT STET RAE GUAM - - THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN,(SEE CHAPTER 370.ACTS OF FROM THE.LOCAL TOWN.OR.CITY PRIOR TO:ANY EXCAVATION. - FINE HYDRANT DEC TENTODWNCGRADE - 1963.MASSACHUSETTS)PRIOR TO COMMENCING ANY WORK. -. - Ha�bO►VIeW HOteI IBVIESi'O!'SM LLC .. WOOD OIARD RIVE- w - - �a-¢ STOCKADE FENCE ° ° °-o-"-' - nv pN WATER �METER � � � �'" `� � mc TOP OF CURB - 8. BAXTER NYE ENGINEERING h SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES • POST INDICATOR VALVE TOF TOP OF FOUTATTOO INCURRED AS-A.RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN.PATH - DRAWINGS STATEMENT: - - - IKE 9.-THE TERM-PROPOSED-(PROP.)MEANS WORK O BE CONSTRUCTED USING NEW MATERIALS .r✓Y� � TREE LINE ® ® WE 105 TOP ff SLOPE _ _ _ J, 1r YOOTORNG WELL TOW 7GR W WALL -OR,WHERE APPLICABLE,RE-USING EXISTING MATERIALS IDENTIFIED AS'REMOVE AND RESET'. THE CONTRACTOR WILL PREPARE AS EYING THAT 'TO THE BY AMA LICENSED - y � - mm TYPICAL - - ( ) - PROFESSIONAL ENGINEER UCTE CERTIFYING THAT� RA THE BEST N KNOWLEDGE,JUDGMENT -•-•-.- -•-•-•- CHAIN LINK FENCE � IRRIGATION CONTROL VALVE R$R � - AND BELIEF.THE CONSTRUCTED WORK IS IN GENERAL CONFORMANCE WITH THE PLANS.' ' STONE WALL 0 VN. SEW HEAD - - UON UNLESS OTH RMSE NOTED 10. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION - RLTABMC WALL - NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS,PAY ALL FEES AND - - - GAS GADS K VERIFY N FIELD BY CONTRACTOR POST ALL BONDS ASSOCIATED WITH SAME,AND COORDINATE WITH THE ENGINEER AS - - ® HAY BALES a: .. ... Mc V RDCAL Q MTE am REQUIRED.. ® CR GAS METER INSPECTIONS: 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING WHAT THE PROPOSED - - ---2----- -H- MINOR CONTOUR - m ELECTRIC MANHOLE - - - - IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING 1.CONTRACTOR SHALL COORDINATE WITH THE ENGINEER ON ALL NECESSARY INSPECTIONS AT - -- - - IN 0 ELECTRC BOX - INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFUCTS ARE - THE PRE-CONSTRUCTION MEETING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST - ---ta- -ao-- MAJOR CONTOUR Amp ASPHALT COATED WLADATED META PIPE DISCOVERED,THE CONTRACTOR;MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY 48 HOURS(2 BUSINESS DAYS)AHEAD OF A REQUIRED INSPECTIONS. - TOP M SLOPE EM o ELECTRIC METER - UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION CA Q1eN4ATED ALUMINUM PR OF THE AFFECTED WORK. 2.AT A MINIMUM,THE FOLLOWING INSPECTIONS WILL BE REQUIRED: �- 0 BOTTOM W AW LIGHT POLE E C O CP CAST FOR RPE - A INSTALLATION OF SEDIMENT AND EROSION CONTROLS AT LIMIT OF WORK PRIOR - 4 4 FLOOD LIGHT - 12. THE CONTRACTOR SHALL REFER O ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL TO COMMENCING CONSTRUCTION. E - - G or CHANGE N TYPE BUILDING DIMENSIONS'AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HEREIN ARE FOR A. BOTTOM OF EXCAVATION FOR EACH STORMWATER MANAGEMENT(SWM)FACILITY. Q �lUllL LANDSCAPE LIGHT - COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE OUT _- C.AT COMPLETION'OF INSTALLATION OF EACH SWM FACILITY PRIOR TOBACKFlLL -Y,, •a Wa LIGHT POE(SINGLE) - CUP aM MTED META PIPE BUILDINGS. SITE CONTRACTOR SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS FROM D.FINAL STABILIZATION AND PLANTINGS PRIOR O REMOVING ANY SEDIMENT AND Q -_ ram- ]4W BUILDING ENTRANCE SINGLE UNINAE COO COILIT - THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR SHALL NOTIFY BAXTER NYE _ -EROSION CONTROL DEVICES. Q - ]4m LOADING DOCK - - -O>o IOW DENSITY POLIEHYUM CORRUGATED ARCCHITECTURAL SURVEYING PLANS BEFORE PROCEEDING WITH ANY PORTION DOFRSSITENWORKAND - E.,BACKFlLL m TO WITNESS A REPRESENTATIVE UTILITY INSTALLATION BEFORE aI uu - .... w DOUBLE LUNINNRE PLASTIC PIPE-SIIOOTH Omen WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE - -:WATER - r �DOOR - -Z- T TRIPLE UJMINAIRE- MADE IF NECESSARY. - CONTRACTOR TO PROVIDE ON WITH WATER DEPT.APPROVED=INSPECTION- - e e OCUARD as CURB SIM FOR MIER LEE - - - - REPORT -Q 4-- QUAD LUMINNRE - '- - 13.� PRIOR O THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF � SEWER" T. ® - CUMPSIEN PAD OP auCTIIE RQ!POE - .. � g WALL PACK OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL FEND CONTRACTOR 70,PROVIDE BN.WITH SEWER,GEPT,APPROVED INSPECTION - SIGN COORDINATE WITH THE OWNER,ITS ENGINEER OR REPRESENTATIVE. - REPORT 0 05 °�9WE F.GRAVEL BORROW SUBBASE UNDER ALL PAVED AND CONCRETE SURFACES- - - IL PM DOUBLE SIGN 0 0 MANHOLE - E ELECTRIC 14. THE CONTRACTOR SHALL CONTACT THE ENGINEER O SCHEDULE A PRE-CONSTRUCTION (UNLESS.OTHERWISE WITNESSED-BYA TESTING AGENCY.) m PARKING IE1ER - - - MEETING AT LEAST.TWO(2)WEEKS PRIOR TO COMMENCING CONSTRUCTION. G.BIN.WILL NEED TO WITNESS REPRESENTATIVE INSTALLATION OF VERTICAL AND � , C-4 c-a UTILITY PCE/CITY WINE FaC BWIE AND IaWR - .. SLOPED CURBING. - ND: PARING COUNT 0_- ■-8 UTILITY POLE/GUY POE 2- 15. THE CONTRACTOR SHALL MAKE SUBMITTALS'O THE ENGINEER FOR APPROVAL BEFORE ANY H.BN SHALL BE PROVIDED FOR REVIEW ALL TESTING AGENCY LABORATORY _© o COMPACT PARKING$TAUS a ® ® HAND HOLE _ F&C N�'�GRATEGRATEFABRICATION.OR DEIJVE RY OF PRODUCTS OR MATERIALS. -- - MATERIAL AND ON-SITE TESTING RESULTS AS REQUIRED UNDER THE PROJECT I- - DOCUMENTS FOR COMPLETE REQUIREMENTS,INCLUDING BUT NOT UMnD TO: - U)Q - PULL BO% O GAS DOCUMENTS CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION -SANDY TOPSOIL SIEVE ANALYSIS AND MATERIAL CHARACTERISTICS PER SPEC C HYD HYDRANT MEANS AND METHODS. BAXTER NYE ENGINEERING&SURVEYING,DOES NOT ASSUME ANY - -ALL COMPACTION TESTING RESULTS FOR BACKFlLL - CROSSWALK ® SILT FENLEMAYBA E : RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL FEDERAL - -GRAVEL.BORROW MATERIAL UNDER PAVING.SIDEWALK.SITE SLABS,PADS,: gV9t90N Rf101/SNAlE D NTDIOPIOR WAN STATE,AND LOCAL OSHA REQUIREMENTS AND REGULATIONS SHALL BE FOLLOWD BY ALL ETC.AS 70 DEPTH OF MATERIAL PLACEMENT AND COMPACTION TESTING w p C AND HAY BALE GREEK DAM - - PERSONNEL ON THE JOB SITE AT ALL TIMES. RESULTS- - -- - Q C 0 CONC PAVEMENT '" NV NVONT ELEVATION : '. - -BITUMINOUS CONCRETE PLACEMENT AND COMPACTION TESTING RESULTS. V m . . - �. STANDARD Wtt REDONE PAVEMENT - AR FONT OF KNBRSECIIDN PD PERFORATED LWAN 17• �.0 STORAGE OF THESE ITEMS LL NOT BE PERM RUBBISH, ITIED ON THE IS FROM THE PROJECTSITE. THE TO THE ANDCOORDINATING WITH THE TESTING AGENCY AS PROVIDING- REQUIRED.MATERIAL-SAMPLES 0 HEAVY DUTY FIDmE PAVEMENT �® RATED END SECTION(FES) PC POLYWM CHLORGE PIPE CONTRACTOR SHALL LEAVE THE SITE IN A SAFE,CLEAN,AND LEVEL CONDITION AT THE - -RQ' REINFORCED CONCRETE PEE® AM HANDICAP RAMP - NTH STONE PROTECTION COMPLETION OF THE SITE CLEARANCE WORK. - '' - I& HANDICAP PAGING B'PO PERMEIER DRAM RI TOO.ORAN 18. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES SHALL - In =d BE REMOVED.AS DIRECT BY THE ENGINEER OR OWNERS REPRESENTATIVE.TO NATURAL - _ V VAN-ACff�IE HAIOCAP PDIRECTED PAVED WATERWAY OW s SE1E1T - SEAT. GROUND BY THE CONTRACTOR. UNSUITABLE ION MATERIALS E.TRASH. AN O LOAM, KITH STONE PROTECTION PEAT,ALL ORGANIC MATERIAL,SNOW,ICE:CONSTRUCTION RUBBLE,TRASH,AND OTHER W GaJ ® CHIT CORRAL _ SD STORM DRAW DELETERIOUS DEBRIS. U OetaN na. .. ® JUm MAT N SWAGE 7 TELEPHONE Is- TREES AND SHRUBS WITHIN THE UMI S OF GRADING SHALL BE REMOVED AND RESET ONLY DETAE OR SECTION REFERENCE - UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. . Sheet nR. TsvaO TAPPLM6 SILEIE,VALVE• - - N•' 8 Ba . © 7T✓FtS G BDx NSA . 20.AREAS OUTSIDE THE UNITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S $ 3 W UTEnY POLE OPERATIONS,WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS REPRESENTATIVE, S I oi5 A m 91RU8 _ SHALL BE RESTORED BY THE CONTRACTOR 70 THEIR.ORIGINAL CONDITION AT THE _. F SYJAMP _CONTRACTORS EXPENSE. - VW VnIb4D aAY FN G c G G c G G --- 50'WEILAXD BUFFER EDOBV PiKP ■ WATER 21.EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE ' '---- Rao'1E1UND.BURER - LP UP Low POINT RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS O THE gg gg r -- 2Do WEIIAND BUFFER HP HP' HIGH PONT _ LOCATION OF SUBSURFACE ROCK. - ER.AND UTILITY fR ® GRADE BREAK - 22. FACILITIES THE OMREXCESSNE VEHICULAR LOADS SHALL PROTECT ALL UNDERGDURING CONSTRUCTIROUND DRAINAGE. ON. ANY FACILITIES - ®®®®®®®®® z _.- -.- VEnAMID -N n ,n.a me DAMAGD BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE - xT.ts nc 2i.ts eac 1W 6 BOTTDY ELEVATION .:. CONTRACTOR'S EXPENSE. SHEET TITLE u S2 VEIAND FUG SPOT ELEVATION H/IEADER 23. ALL EXISTING SIGNS WITHIN THE'PROJECT LINffS SHALL BE RETAINED UNLESS NOTED ..-.. ... Legend and General ----- ----- Tao YEAR Rom PLAN - OTHEIRwISE' - - Notes a•a a.a SPOT ELEVATION MTICATIGN AREA LDE eDIWNc wcanON 24. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED:ALL JOINTS EDGE ff WATER .. X 0 0 TEST PIT LOCATION TO EXISTING PAVEMENT SHALL BE SAWCUT'WRUE AND STRAIGHT.ALL CRACKED OR m m IELU44O✓E MANHOLE , BENCH MAR( - INADEQUATE PAVE14ENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND SHEET NO )R 0 TELEPHONE MNWRt q­w 1E N TO EXISTING GLADE _ REPLACED. 9 75 to TRAFFIC SIGNAL ... ... c i 10 g _ © ® SIGNAL WOG - FAT FACP DATE:08 03 2012 g c e FINE AUN CONTROL PANELPs 'FIRE AIAN BOX _ .. 0 0 TRANSFORMER PAD _® ...:. ® TELEPHONE RSA _.. .. .. _ SCALE:' N A MAIL BOX DRAWN/DESIGN BY: $DY.. CHECKED BY:.M11E CADD FILE:.2011 \ __------- i BAXTER NYE z _�-- ,/ ENGINEERING& Rod s-MEET _-- �--� I i SURVEYING BAY Registered Professional Engineers and Land Surveyors In,p I 78 North Street- 3rd Floor a Hyannis,.Massachusetts 02601 sI /—— Phone.- (508) 771-7502 : z AAo azdNAacu oa ao / Fax- (508) 771-7622 z mlem PwY I I' / www.baxter-nye.com- Lu / I „• I // GENERAL NOTES: STAMP STAMP 1.)THE.INTENT OF THIS PLAN Is TO DETAIL EXISTING SITE CONDITIONS AT Locus 1 2)LOCUS AREA IS COMPRISED OF N� _ ASSESSOR'S NAP 326 PARCEL 1135 CND PLAN REFERENCE: RAN BOOK 1 362 PAW 54"RUETER FLAN-WANNIS HARBOR Mtn INC.) N 1 1 \ 'A. 1 ,: I '1W.BO 425 PAGE 48-(PRASE PLAN-SITE MAN FOR WMNS RETORT IYRBORN81'CONWSWY - 1 ——— ALTA/ACAR LAND TIRE SURVEY FOR WARMS H A BORMEW CONWMDDIIM . _� I RAN BOOR 73 PAGE ITS FRAE 1(MARCH 190-DEFINES WA00S ANGILE S TR67 PROPORTO) - - CONSULTANT RAN WOK 65 PAGE 115 R101E/BER 1948-OEM ANGLERS INVESTMENT TRUST PROPERTY') _ \ .. IA, _ 1. •BANS SUBJECT TO 1966 TORN MIDNING(60-FEET)OF NWNLIDET.SKEET-PLAN ROOK 201 MAKE 91 1 11 1 \ - I y I I - 3•J PROJECT BEN CHMARKS MAG NAIL SET IN PAVEMENT ..EL 9.04'(NGVD29) - BRB FOUND AT OCEAN SKEET @ NANTUCKET AVENUE C O N S U L T A N T FROM GIS oFP i j EL 13.74•(NGVD29) M V\ \ I I BENCHMARK ESTABLISHED BY LE104 Rx 1250 TC GPS RIK-CONVERTED TO NGVD29 USING CORPSCON B SOFTWARE ... crp 11 I 1 oD' o I w I < I I I I 4.)ZONING INFORMATION 1 1 \ I U OVERLAY DISTDCIs ZONING DISTRICT NO( q _ _ PREPARED FOR: - . AP Ga(GROW INCENTIVE ZONE) IBSTORC- MAw T.YAIERFROM . \ I WANKS S Harborview Hotel Investors,LLC MINIMUM ZONING REQUIREMENTS - . MIN LOT AREA-20,000 S.F. - MIN.LOT FRONTAGE-20' FRONT.YARD-20' SIDE Q REAR YARD-10'/10' .. 1 1 \ F I I I \\ MAXIMUM BAT COVERAGE 2. Ma9MUM BBUILDINGIHEIGHTT zs- sroREs/35 FEET 5.) A OBE SEARCH HAS NOT BEEN PH SHALL PORF05 SITE IF DETERMINED ro BE NECE.Svm:A Tme sraaaN swi�PERVDRMEA BY onM THE PROPERTY LINE INFORMATION SHOWN I CONSIST OF PAN AND i DEEDS. av CURRENT AVA9ARBli REaW .. - .. ' \ / MVVP MA w THE EXITING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FELD - Z SURVEY PERFORMED BY BANTER NE ENGINEERING M SURVEYING FROM FEBRUARY 14,2011 ' 1 CD THROUGH AAB 9.2012 \\ _ i.) COMMUNITY PANEL NUMBER.250001 0006 1) 0 . - 111 1. �11 • � /\ ' i .. I _ \ _ G THE FLOOD BSURVOCE RATE MAP OEM TICS MR AS ZONE A9(EL 10 NOa29)AND B 11 1 �,��✓J ��\ I i O B.) ENVIRONMENTAI INFORMATION 1 I \I 1 NANi I I _ •SITE Is NOT WITHIN AN AC.E.C.(AREA OF CRRICAL ENVIRONMENTAL CONCERN). - _ - 1 ,� N/N•°• - - •STIE tS Wr INIFNN AN AREA OF ESTIMATED NIBITAT OF RARE WILDLIFE PER - . NHESP MAP OCTOBER 1,2009'ESTIMATED IMBRATs OF RAW IIIDUFE• oC - ; 1 p. 0 © - _ _ I E - - ... - FOR USE WIN THE MA WETLANDS PROTECTION ACT RELUUTKwS(310 Ww 10}• . 1 - \\\.,, I •AE DOES NOT CONTAIN A CFRD7LD VIINHIL POOL PER NHffSP MAP OCIOBER 1,2Q18 cc p - ... VE78'NL POOLS, _ F- Q d AD SITE 1 (� \ 1 1 1 r� V •SRE S NOT WOHM A PRIORITY FNOTAT PER NIR6P IMP OCIOBER I.2009•R80RRY 1 I MABRAS OF RARE SPECIES'FOR SPECIES UNDER.ME MlSSACFI115ETis DmAINfAFD I- H N Q SPWIES ACT,REGUATIONS(321 CURIO). ti Z R SITE S NOT WIII@!A SURE MRiOIfD ZONE 9 GROUND HATER REUNRGE RNTECTION AEA SITE 6'NOT WDIWN A SALTWATER ESTUARY PROTECTION AREA � O '1 \ .. W - 9.) UTILITY INFORMATION SHOWN HEREIN: _.N S . 11 1 •.re/aer Q 1 'DE CONTRACTOR SHALL CONTACT DIG SAFE(AT I-888-DMrSME)AND UR UTY COMPANIES TO LOCATE © a_ae(wwo - ,/, i / ALL DEW UIUTES AT LEAST 72 HOURS PRIOR TO THE THE START OF CUC THE LOCATION OF g b `I 1 I / — WAY C .UNDERGROUND UNITED TO RHOS UTHOWN CA H LIVES N R sHonSEM w AN BASED 94 THE 1 AVA ONLY,MAY NOT BE USED ro THOSE ADMAN ORIONEN aRm AGREES BEEN TES FULLY RE BARD ON THE - K' F y 6 C S 3 0 AVAIIABIE UTILITY RECORDS NOTED HEREON THE coxlRacTDR arxEETT ro IM:NLLY RESPONSIBLE FOR �. $ / ANY AND AL L DAMAGES WHICH MIT BE OCCASIONED BY THE CONTRACTOR'S FAIUM TOLOCATE SAID � b INFRASTRUCTURE AND IRTU ES EXACTLY.E MD CDDMOAS OFFERS FROM PLAN OFORMATIOL THE CONTRACTOR S LL NOTIFY THE IN@ffiR NNEWBUY FOR POSME REDESIRI. N 11 11 --I 'Q I ——' ' i ———l - \ •EXISTING SEWER LINES AND CONNECTION'OBTAINED FROM BAR/NSTABLE SEWER DEPARTMENT = � _ W MAPS AND 17ENTA.CARDS,RECEIVED VIA FAX ON FERRWBr 4,2011 AND JULY XX,2012. B 8a ° 1 1 f t1 al Ov i I \ \1. �8 g u m . 'n 1 `I •-MARE U'ED�1M FAX DATED2 CORRECTIONS 0, 1za zZALONG WON WATER NANY VISIBLE CA SWCATEDDDI DIMING iFIELD 1' w ..SURVEY BY THIS OFFICE. I Ypyt�ps 31 1 I I / 1 I NTFYIP N I1 II" GAS LINES AND COSECRON PER MAP PROVIDED er MATDNAL im RECEIVED ON FEBHWM'7.2011. CAS MAIN AND CONKCRON TO HVANN6 HARBOR HOTEL PER DIG-SAFE MAIBO GS FIELD LOCATED BY THIS OFFICE ON APRIL 9,2012 AND SKETCH SN 0 MOM BY MATIONN.GRID,(4/25/121 •OVSHM EECIRIc LINES PER NTT ELECTRIC SKETCH RECEIVED ON FEBRUARY B.2011 FP .. /. I \ ..AND APRL 23,2012" EET TIT LE Existing Conditions Plan SHEET NO . I DATE:08/03 2012 20 0 20 40 SCA I SCALE IN FEET D AWN/EDESIG2ND,BY:A" CHECKED BY:.MINE 8 JOB Na:2011-005 CADD FILE:2011-005-EC.dW 3 - BAXTER NYE ;4 7- ENGINEERING& T12./PI\A� 3 3 INV=-1.21(PL'R DPW PLANSx .4 OiI 5.9 SURVEYINGB. ZD 5.4 5.` L FlLL GAS METER .9 ZG 1Registered Profional Engineersand Land Surve rs s.e \Q 3 __4 f _ , I I F 78 North Street- 3rd Floor` __ - , Hyannis,Massachusetts 02601 8.5 -�iUP/LP a1Phone- (508) 771-7502, Fax- (508)771-7622 1 / _ www.boxter-nye.com _ __YAlO9B1E _ ` G -G /To5 fi.e 5.6STAMP STAMP 7P 9 9.] G w- '35.7UP/LP 43/22 GAS P�� ANSFORNER 10.07.9 I \ - t � 1 I 3 e N a.0 9.5 CONSULTANT. 1', I 8.2 a \ �\ 7.3 3 to i 6.4 5 1 �1# J � I I` N2 DR F10TEL. MMEAN04IING CONSULTANT e x7.8 17.31 $, `,` ` 12 HYPHNIS t 3.-N - .. Q\ 1a`, �. 7.3 ,.. I 5. U 12 .3 UP/LP I43 23 OHWV-OH q� PAv�l1�T, i .7 6 e.e ,f( _ S O - 3 I3 71Lq'-\ ®.I 7. ��` � O`_„` _ i I P R EP A R E D FOR RIM I.2 1 = 7.6 t�1d I _ Harborview Hotel Investors,LlC LCE11 ' O 8 za iym� Imo. RIM=6.BB x 7.5 rn I x 8.4 1 £ .. ZI 7 \ .. 9.5 o _ III \ 1 10 - 7.3. `; ,`\ &a •.D I a - - - 7.1 2 1d( 9.B 7.7 ,\ BENCHMARK O MAG/SET- 17 8.5 0 .. ..� .. _ 0 11S£11Ixa.4 EL-9.04'NCYDT9 .. I 3N . 9Y9.4 - - 0_ 8.2 1 r Q f O ].] , 8.3 9.5 9.8 9.2 p £11 7.8 9.8 �8.8 �O .UP/LP 11 i , 7.5 , O i 9.1�: � 13 OPT i AA . / 6. 9.2 9.9 '/ 11. Q £ _ 1 210.00 BULKHEAD Z /�.B.FEcc - Z 6, 11 u 6 2 ti x11.9x9.2 9 k 2 I m n.o _ S P II I £ 2. 88.T \- /235 '.9g T- 1 E �^ .. 11 6 E]L 5YH w \ (t�j'IRUS `! 2-STORY WOOD FRAM 21S RIM=fa.SO / Q .. I x z� 'YANNIS AIN 034 I Z251 S.F.: .: a+oPw (Bs� .: 11 17.5 �I O 17.6' IT. H AR`T ) - 1NIPMAP 326 0.6 I Z 1 I £I 6 ARCEL .� I -x LOGP 10 6 _ o C 11 MAP 32 �NGS n.o' /c o O p I I I I 3 NI UST 1 i e.6 GAS ' __�t�y�-�.(\ 031N�SS•ATR FRAME l 8.3 EEC7RIC METER I IT3 K 1 qq METER -- I ; 1_STORYOgw2�F i' !YI I .- BULXH55 = 3 ? N I i / 4\ xB., l- o " =-smNE 0 0m1 - d 1 1. RETAINING /j �� I In 11.3 CLFAN01T5 Gq4 MC'C¢ 16.3 - 0.5 1 77 ``•'Gt2 y1 . yL p li x7. 1 1 1 jx„6 od\ ^I 178.O GA99HOTOFF TR 6MH E -_# 1.a T -{}7.6 ) \g00 G (' rT Sw (APPROX. / 9 I }.7., .\RETADNIG -- --:- 1 -- B6 /JV . ' P /7717 /fi;' £ _\ O. , wAL1 N1 --1- PAVFJdENT 3 N / ux-5 -_' 'L71 I - R"o x7.7 �{A. _ _ = _ 1 -�1r PG. ) Inc I / i 38 m8 m ---- G 1L1 G G w S ' DE a - 1 - G '�W S i�PUBUC„BD Y8 - %WY3�i >�t�j� 4T �\`AQ}` -_ 12. } z c c ce S I � a _ ;��� �w s � _ _ ffi � `aaa 47.5 ^� 6.6 1 \ �1µ5T•�N_ �T /w 5 S O mG4= 0 i PRIMARY- ASE�,N-OH O Q�5 PASOF w 5 5 - �/W�0 ®®®® 0 PLL_6G 2� w S ���5 `� SHEET TITLE 1 - 3., s ��v�- - 1 \, I r \ Existing Conditions 5 s.6®� / BAN �j / - / I / i i - 9 SNH E0�OF PJx"'ENTi- __ -=- / I I �1�� g .e / -yam P"' �. 6.5 - -- / I I'_ I. //� L _ ``� SHEET NO I HW-OHl�-OHW OH ]�O'H� OH 12 - C2.1 _ I! I --- O \. I eENawAF6c a BR�/fr0 I g \ �- - b - EL=m. 'NG4D29 D A T E:08 03 2012 7.2 �z SCALE IN.FEET SCALE:1._20' DRAWN/DESIGN BY:MTM CHECNED BY: MWE g JOB'N O:2011-005 CADD FILE:2011-DDS-EC.dw BAXTER NYE W z ENGINEERING& P" SURVEYING z Registered Professional Engineers. 6� / _ I and Land Surveyors U I _ / 78 North Street- 3rd Floor Hyannis,Massachusetts 02601 Phone- (508) 771-7502 o I I I Fax- (508)771-7622 U iwww.boxter-nyo.com z m0E OF PAw!FNT 7 STAMP STAMP GRANT f?1R 5.2 1 ` . \ - »e4 - l ��P6Pu'' GONCRE I : n � 5.3 STOP _ - ST OAS UNE REET GRANITE G j -- / (OIG-SAFE)7_s+ G e PED.CROS YJ / �.+re,Fp;E o>F AVEMFNT BAY" ®8 ® G�-Gales-SISM-'>•-`A 5.8 5.5 W -� - W H Z d6W � cAP W ® j tae®GAS�MAIN®7 ���-�G 1ASPNKts W 5.7 5.1 G anba'� vj ® a O i' 7.3y�a Yr���G LA`M� b4 VJ W � _ __ LS 34 P=��= 7. G G 7- - 4'W TER 1 W 6. DUNP57fR OO - `6 6.1 8 �. el W H�IHOUS I \\ CONSULTANT - - _ _ 1 / 1 Em �y 0--('3--�G--�G 2 7.3W W AID .6�8 CL05U - Oj 6.4 .. - A i / GTr- Z 'G &3 BRB/FRD_ - x CONSULTANT 10.5 1 7.4 f fi.e �.�p aNr 14 ` II I I co 113 I I .. 8.7 ��.Y"; ;+ �w MAP 328/PASq.RCEL' 03 CD 1f 7.2 6.6Q9.8 18193 Feet t2 0, A120 3.7 Acres z 1 -- - PREPARED FOR: �601A t0. 2 Rl Ts 7.4 (T-) O 7.2 •o Ls oa als I i I_ I IS 'I ., j \ Harborview Hotel investors,LLC 1 X •t z zt \ .74 � 9� 0.6 �11/ 10.. ®' \ 1 7. a 9!2 1 &4 3 arY1 \{YANtAs 710.3 9.1 1 \ x � � 1\ 4. 11 \ \ > 9.2 OF / 1 I P V 8.8 a c11 IS \ OR�R I I 3 \\ \ 11 LLJ IN�6 1 1 P P•�. I Q 1 `[I \ c h \6.9 1;\ \\ FROM CIS 600 � s I I ' I .i a \ \ 11 \\ � I I tiJ y y a I.OFP e 0 " 8.6 = \11 AS METER x a' \ z I 1 3 e \1; / I W G \ _ RIXiM-MH?' /:/y a tl a Z. 3 INV 5.9 1.2I1P L FILL / GAS METER / 5.9J15.4 I I I 15 I 9 N m III® /G` I Q. UPAP 631T(2IN\ YATCIUIE1 \. 11 __ _- G __ 0.5 M-.. SHEET TITLE ... �, \ GAS GAT#1 ® G / T / \ MAP 326/P q10 - 5.8 5.6 I _ \ Existing Conditions 7.5 / /0 1 k7. .9 8. 9. /P�� •3 I Plan i ��•t /- I $ 1�6x UP/1P { aAs SNP�� \ 8 TRANSFORMER 10.0-1 SHEET N \ (aw \ �e i I;�- 111 \ \ 16 1 �9.6 - o�� O 3 N 81D & 1 \ D A 7 E:08 03 2012 \za e.o 1 es I I I I -(?- .. .20 0 20 40 a 8.2 .. \ 3 w ') 6.4 SCALE IN FEET .e 7.3 I SCALE:1�20' DRAWN/O ESI.GN BY:MIM CHECKED BY:�MWE q6q - J O B-N o:2011-005 C A D D F I L E 20111-005-ECdwQ I I ZONING TABLE BAXTER NYE z ZONING DISTRICT. HO(HARBOR DISTRICT) - pp - OVERLAY DISTRICTS:GIZ(GROWTH INCENTIVE ZONE),AP(AQUIFER PROTECTION) ENGINEERING IX - II\ ____________ - - ALLOWED USE: HOTELS.MIXED - > \ -------. USE—RESIDENTIAL - SURVEYING . `�--------------_ --------------- EXIST USE HOTEL - PROPOSED USE NEW HOTEL - Registered Professional Engi neers I� •1� €s. 'I I - and Land Surveyors v r /�' i _------------ gqY ,"v �,TaS} r CF.. €.k a I — BUILDING FOOTPRINT .' FLOOR AREA —L -- ---' ., , t ,ta'. s t P I - EXISTING BUILDINGS 4Z,608 SF EXISTING = 90,664 SF 78 North Streef—3rd Floor(PER SURVEY&GIS) (PER ASSESSORS) Hyannis,Massachusetts 02601S� T t �4?.1 PROPO`; BUILDING= &W SF PROPOSED PROP let FLOOR 8,641-SF Phone— 508 771-7502 z r"{g..,. BUILDING TO BE'DEMOLISHED= 2.082 SF PROP 2nd FLOOR= 8.385 SF + 3 y PROP 3rd FLOOR=8,385 SF Fox— (508),771-7622 ��,'�, �4Fs`t ticg;,,}q r 2••• i_,._: TOTAL a 54,167 SF - www.boxter—nye.com e� `rf �� 6•�a z PROP 4th FLOOR= 8,385 SF 1'e• i�.i t y� If3�i".,o'� '� PROP ROOF - '.# TOTAL PROPOSED FLOOR AREA= 36.589 SF i, r •r s. �t i s '�'Tt ,t..Lt• r�r STAMP A M.P STAMP .. TOTAL,SITE GROSS FLOOR AREA= 127,253 SF 1fL4�-11f, i Y"i sz d1 ^t -' T Ss s r drF., s3• ✓ ,ty) : i i II : I � - : • A-1t�t-.',A '^¢�:'�al.���ds�y��9'�"s'�s}k�d�.,r;�t[t,t. ty��s((yf bg4£�,an6; ' - i I r RA—REGULATORY AGREEMENT IAx' TOTAL PARCEL AREA: 169,261 t S.F. REQUIREDALLOWED PROVIDED LOT AREA: - 2,OOo SF 169,261 SF - ' FRONTAGE: •.. 20.Fr 1305.9 FT POOI. BUILDING SETBACKS: FRONT SETBACK : 20 FT 14.32 FT(E)IST.BLDG) 33.0 FT(F}ROP.BLDG) CONSULTANT SIDE/REAR SETBACK 10 FT 10.3 FT BLDG 8.80 FT ARCHITECTURAL .. DETAIL PROJECTION- (PROP) PARKING SETBACK 6 FT 0.82 FT PROP Li _ FRONT LANDSCAPE SETBACK 10 FT 10 FT PROP CONSULTANT Of - MAX.BLDG.HEIGHT(STORIES): 35 FT/45 FT.(2.5 ST.) 44'MAIN ROOF DECK/ MAX.LOT COVERAGE(IMPERVIOUS AREA): EXISTING= 117.983 133,515 SF(78.9%)• . PERVIOUS PAVERS = - 6,875 SF 8,875 SF PREPARED FOR: - .. It Z I`I `,I 1\I 1\I \ W I STREET TREES—FRONT:YARD - 260 FT AT PROP.BLDG. EXISTING= 2 Harbo VIeW Hotel Investors,LLC - `I O 0/30 FT OF FRONTAGE) 60 FT/30= 8.6 PROPOSED 9 2 TOTAL 11 PARKING LOT LANDSCAPING ENTIRE SITE: .. - 0%INTERIOR PARKING— 6,082'SF 0,822 x 0.10=6,082 SF - 177 X 1/5=36 4,898 SF• - TREES—PARKING AREA(1/5 PS) 7.• ..-. PARKING TABLE HOTEL 177 STANDARD SPACES - _ .... IN BUUIILDING ING COMMISSIONER -0.80ATOR AS M PS/ROOM - 23 ADDED SPACE INED BY +4 FRONT SN III `, III ,` ,` s•' a,aT� \ P 204 TOTAL ROOMS X 0.80= 163.2 PS 164 SPACES WHEN VALET USED -- - I 6 1 SPACES 204 TOTAL PROVIDED Z HANDICAP PARKING(TOTAL/VAN) 6/3 SPACES DESIGN VEHICLE ASSHTO PASS - -- `, III `I 1 a�o-yr1 Tr yt,r ` i8`t zt-`sT \ �"L_w I - - •GRANDFATHERED.AND/OR REGULATORY AGREEMENT Q q5 I a srs�' rfd s Ys f rss E t i` , :c cc - `I - 8 � ...... _ _. - _ _ cco` z{ s.d� ,s�s • d -�.s�ir a a 4s ys nuts s FF � U)p... - I , Tx ;:�'^ ,E:1rEa. fi x €s �a s•„ s£ �J•yf£ x.-,V€s sxr"--.ryt `� ,T�ss,ss1`zint—s r-.-r''3� _ .. _ y e I s3. _":.. .§,f" =r+. ,,:.r:�sss iz zT,.Fr-rd 3-,•"�.a.t syz `t�'n'�S# 9;�;•' r x7. .t I ss,BTa•„a,ltS. r.'sj ,iss .Issyt's`s_.a;p„ft_;z _ ,...,s ?Ns`v \t-s1 w3TrsS';Y�r4 'I 1�6k s#�b't`" _ , 1 z;L;=.�`��',1' 'r e��kTs�-tss.:�f� s3�'�'�syls :a:. rs a$�yr��,cs�s��}t{.,.:.-l�sYT,t t sS,as; sSsa �tirr(s, # R 4 _#�t�J s� �• .I� .. ¢ � .�- a, , r" -.'raT f�s'S£sr^T»r rr-.�,R f. {rz -�i �`e>F•T'� `..rfz" I ,� t �- �,£ , FTJ S s •ask s. $s a�aa s �4Zsfi k�s Tg �b gg rT_�jz�zr„ rS� 3y��Z�„ss�: 1 .., tet3p r�!'�,3r'x�rt}}_.�`£�'�+x .;£s k 2��T z ,, w K' �•I � O 3 I, II "x� :: .tk s tfr,: •t"'.,tvr,�. ,.;€^ys. ��"°i£ s:_€s .� ..:a#t'•^3ri s,s.S�„o-*� .,� T�I;xrt�.s>.� �xstA fN•E3��>s,'�[s: w _ a o� � � �' — , N 6 t , ".r.5:. � t,., ,: .,�:.'2'.r� f>1f ,F�`"7x s t *a,Ir ,�•� f�•^,rfs s C"s�. .N\to 1j�x� r pt::..,.. .. I II f s?���Ss s,��tr:£ sy�s� s�'�sa. :.d a �#' s�,?,��£�,�s��'�' Ffr �tz£�sc r•!� �� r,E��+ .rs€ r€ : :� Sr���. � �� � � , 1 :,su{ �ayi�.:.•ty}s 4s3,a � _ .f .£cat- a ��T 1�zht«Ts fs �d":.$hs�TA,�,£1':f.,;r sC kf�'�zr 1�^-fY•rn:n�s.. 1-' I` II - y>E T� r- _.'st1 y a,�'i r -"sf�F-�r�,s3` sz"-f4"•a��,zs��s`��€a�ro 't � .. - rtlr.:fr•�'-"`" I g - � �� 3 4i$� �B �I, II ..,rt3� £.- p(O +ti �� �x�}3�`�s' �3-TV3;a�`f�^`€'°3�3 '3;-#�s tt^';�3>f`..x k':+.",}t F���•r�-" I 3. "_",,, '' � __ _ `\ I .,n@ s.9,"' .:fr;t y+k. r l r;:. if) a apt*• ¢ gs :f... ua �(''y.'ny.4%'.i:,,,. Q .---- - _".— _ - N .. ., ., .. ., ., '• a , 11 �, ita fl rsg t9}} r`= � r -�,����� ( ��3.,..zss!'ax r£z<a ',41•' 'I .'W .. - - 8 8 � � & � B 3 3 I I II t"•S"o�', s s 8.N'sCs�off{£�'rn� 3 --y a; - „.,Ls-...;���`�� i ':00 � ,�, '.� - — — i' �. I d��e�ys� � ��J�� �Q�1 £t" r"aS`sr..���.. \` 1j .: I ,•:`�`-- ,_ ; �, � � � � � Q I I ` 1�sn�swr,"f�3��d4ts••q,�� t, �\ III I � —r--- ----' ®®®®®®®®® i qq `III It 111 dO�F"i � �iT� 1Ts 1 I� _i ___________ - SHEET TITLE It --------------- i Master Plan I , 1 W SHEET NO o' Jr— _vs am va vll DATE:08 03 2012 - f!. ` SCALE IN FEET SCALE:1'=30- - _ DRAWN/DESIGN BY: sDM. CHECKED BY: NWE .. JOB NO: 2011-005 CADD FILE: - . `I 1 �1 N 1 I BAXTER NYE � z SEES DETAIL ENGINEERING& I lLe2 �, nTU CON NOTES: SURVEYING 1 1 PER DETAIL µle \ - °T 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS, TOWN ORDINANCES, NEW 1 h REQUIREMENTS, AND SPECIFICATIONS. - Registered Professional Engineers \ 1 I SEE BOLLARD 004441) I� 2. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION and Land Surveyors- \ TIE MEETING AT LEAST TWO(2)WEEKS PRIOR TO COMMENCING CONSTRUCTION. Q N - 1 1 1 BITUMINOUS CONCRETE ; b 78 North Street- 3rd Floor &-0 NEW BOLLARD'(1) - PER DETAIL µ18 I 1 SEE DETAIL#W o R-5' I° 3. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY Hyannis, Massachusetts 02601 MATCHUNE FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. MATCIl1E t� � �I 4. DEMOLISH/REMOVE ALL EXISTING WALLS,FOUNDATION, CONCRETE PADS, FENCES AND Phone- 508 771-7502 \ 1 ° APPURTENANT ITEMS WITHIN LIMIT OF WORK UNLESS OTHERWISE NOTED TO SAVE, SALVAGE OR Fax- (508) 171-7622 C7 RESET. SALVAGE E)OSTING PAVEMENT IN AREA OF PARKING WHERE.ASPHALT IS STRUCTURALLY www.baxter-nye.com \ I 1 p ��OF p • SOUND,SHOWS NO SIGN OF CRACKING, AND MEETS PROPOSED GRADES SHOWN ON GRADING 1\ 1 CCj 1 1 , EXISTING CHECK-IN STAMP STAMP - II.LOCATION-4 CAR 5.EXISTING PAVING EDGES SHALL BE SAWCUT TO CREATE A CLEAN EDGE WHERE IT IS TO BE p QUEUE TIED INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO SAWOOT REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED.AND SUBBASE REPLACED WITH SEE NOTE#5i SUITABLE COMPACTED MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. ANY SAWCUT LINES 1 a 1 1 HETEa+�i� _ R=s �$ u : _ SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL BE 81 DETERMINED BY THE CONTRACTOR IN THE FIELD TO PROPERLY BLEND TO THE SURROUNDING kl ASPHALT WHICHGRADES. PROP0IS ASPHALTATO REMAIN.STHE BLEND HALL DP TRANSITION BETWEEN ERLY ROPOS D ANBUTTED,AND BLEND TO D SURROUNDING ASPHAL(1) q u 111 II w m 1 - q Oj t4 tB 0O�1. & $� _ - R„I P� II DINT SHTALLA NOT B LL BE WITH ABRUPTAPPROXIMATE 1.5R GRADE UNLESS OTHERWISE IDENTIFIED. THE INSTALL 18 lF Oe NEW BOLLARDS 6. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE OF CURB WHERE �t0. S• /' tB31d' _C SEE DETAIL µ44 APPUCABIF. .. CONSULTANT . HANDICAP RAMP SEE DETAIL�401 1 W \ 'VENDING _ .. - _ y4.Dd RELOCATED MACHINE R-15• 7. ALL PAVEMENT MARKINGS AND STRIPING SHALL FOLLOW MUTCD STANDARDS. TYPICAL LINE - 1f /1� BITUMINOUS CONCRETE VENDING -WIDTH FOR LANE AND STALL STRIPING SHALL BE 4INCHES UNLESS OTHERWISE NOTED. . / SIDEWALK SEE DETAIL MACHINE INSTALL 1 t0• R-5' ' µn .BOSTON BARS 1 t&� — _ I CRosswALIL 8. BUILDING AND SITE SIGNAGE SHALL MEET REQUIREMENTS OF TOWN ZONING AND/OR SIGN (SEE DETAIL ORDINANCES. CONSULTANT 9 1 �t � SAWQR UNE i�� e139A) SEE NOTE1 Ig HEREON/S INSTALL NEW .. BITUMINOUS CONCRETE HANDICAP RAMP EXISTING Rt1oUS R-3' .. POC PER DETAIL#418 SEE DETAIL 0401 PAVERS TO BE - - . R1- II',\ REMOVED.INSTALL .. . I 1 1 1e NEW BOLLARD CONCRETE a R-3' I `SAWCUT LINE BITUMINOUS CONCRETE SIGN SUMMARY (2)SEE DETAIL WHEEL STOP(T.. SEE NOTE P act SPECIFICATION . Y �• HEREON U.T.C.D. PREPARED FOR I 1 1 °$� R-1S• µ44 TEXT QUANTITY - . . ' a R-15' NUMBER Rm2'-� R-4. 0 INSTALL- N. C0a°g� R-1 � o R � INSTALL B WIDTH -HEIGHT 1 1 q Q; - R-5' BOSTON BARS .. - _ / e CROSSWALK. . - Harborview Hotel investors LLC -- 5.5' ...: DETAIL R1-1 24' 24' 2- sp 11^�R�Sf •� 39AD)ETAIL f IHOQ ".OFF sT, _ 9AI ..11 LN ®®� BITUMINOUS CONCRETE A21SSBLE ? Y 1 C" ® ® p. -. - m OVE - - - Q o - P R-S PER DETAIL 18 RAMP Q ® 1� t ,RAIL NC 1 1 1 µ rr HSd 3.7B'1 / - HI CR _ALN _ HC-. 12, 18. - ® 4 n-y $. R-30' - .,e.W"0f ... cTl I.4KN+ •.ILANDING •:.CON STARS _ Au- _ 0 , R-2 .. CRETE RAMP. SEE 4 AILNG Z _ _„l _ SEE w 12.0a R_S• ARCHTECTURAL PLAN FOR d 177f_A•4 - �. 2$I LOCAL 1 , I , t_ ` '3 3 YS REQUIREMENTS .. .. - `R-30' DETAILS WI RAMP,LANDINGS 1 1 u 1 R-S .. STAIRS AND RAILINGS � J' . 1 EQ¢.II(f5��7I 1 BITUMINOUS CONCRETE .. ... 111 D a) 1 APAVERE Ano : FWfKANCE m 1 - 1 R-2 PER DETAIL 18 dC - r�' SIGN INSTALLER SHALL COORDINATE SPECIFIC SIGN INFORMATION.AND - i \\ 1 �1 - µ t30.3 8'r10'CONG LANDING(LANDING �1 O 1 I N - WORDING REQUIREMENTS WITH LOCAL AGENCIES AS NECESSARY. EXISTING RETAINING AND RAMPS TO BE COLORED R Io WALL TO BE REMOVED. - O SA TUNE NL �dr BD' Story u• �"M�CONCRETE)) 1 I in - ALL SGNAGE MUST BE IN CONFORMANCE WITH THE FEDERAL HIGHWAY \ SFEYoTE�i Hppp'ryryry,,,,,, 1 ,� '(lHC our 1 ADMINISTRATION 'MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES' Z b te1 ARCHITECTURALI 9TE 2 .-\\ ( ) DETAIL 1 sca+ D MUTCD,LATEST EDITION, ALL APPLICABLE CODES,AND LOCAL \ HANDICAP RAMP PROJECTION 72'Y REQUIREMENTS. LOCAL REQUIREMENTS, WHEN THEY EXIST,SHALL SUPERCDE MUTCD. \ I9' 11 e 9PCC �9C• 'a'. SEE DETAIL µ05-A m S �. - .. - r` ® ADD 'VAN ACCESSIBLE' WHERE ASTERISKED C a n }} SEE ARCHITECTURAL PLANS 2T006 ,1 .BULKHEAD FOR RAMP DETAIL 9 .... 1 1 8IIm QREMOVED. V, W V W I BE RLOAM . EXISTING TREES > 1 :^II l3 - 0 1 SITE I LOAM AND TO BE REMO I(/ .. - 5 _ N .. 51(7!bn SCREENING CE _=� \ EXISTING � 1 #235 'dm - 1 I 1 .STOCK Y 2_STORY WOOD FRAME - 23.3 I � RETAINING WAIL SEE cc EXISTING CRUSHm SHELLS 9II �`L� ,,��II II ErySTING STAINING t7.6 BITUMINOUS FORNER�` :ti ERS FENCE FI ... ... .. _ - WAAIILL TO BE FEMpt� TO BE REMOVER.INSTp��ys AN01- � 2.281 S.F.t ARCHITECTURAL D STRUCTURAL � � � Ct .pl TUMINOUS y. LOAM AND SEE1K HY AN Z6/P AR y'. REMOVED.. 1T PLANS FOR GET 1 >1 11 $CONCRETE PER N u 1 DETAIL 0418 EXISTING CRUSH \ 1 - I yI N ga�iRps - TO BE REMOVED.'INSTALL \ 111 t µ EO-Ch W'P�`t,A�{�;'j t 1 a CONCRETE ANo. t \ e ... _ 1 REAIOWE EXISTING 4 $ SRUS 1 DU EXISTING DUMP STER TO BE 3.� - / eim 1 PAVEMENT AND PLACEI g 1B.(#1• IN` #24 FRnNE I REMOVED AND RELOCATED. N LOAM MND S®. T0RI`No"O 1 NEW RETAINING WALL. (SEE L w I 1 .p t`S 2,OB2 S.F3 ARCHITECTURAL AND I BULKHEADSTRUCTURAL - f 1'J .. ... Z OC EXISTING RETNPLANS) ,rN. L-r - RETTUAINING FP K 1 1 \ WALL TO "' I WALL / I O ... ... Z N i y' EXISnN(J BUILDING : V . - TO BE RIEMOVFD. 44• . I P BERNGO�IDCCEE S 7610.40 W .. R-5 I K' 12 1 : ) S7DN R_5, b EXISTING WALL VEMENT N I•VN_1 lJ V �}< YJ q r / STAIRS TO TO BE 1 - BE REMOVED .PA I p a �q,gEMOYFD o \ EDGE. - G•g1)) I - S Sz' z / NEW EDGE OF rj. 1 I DE"P.B: P i- SIDEWALK.ETISTINGKb• UBUC 60' I 11-MIN 4DEWALN (P I TD BE SAWCUT - - — $ qq REMOVE EXISTING o µTHOUS 510�ypLK J EHT _ S 18 21.Q A PAVEMENT AND PLACE BIN LOAM AND sm. ETpST. �PP`hM'ENT .. EOGE� EOGE OF — _ IgIm I � a m SHEET TITLE - _ Layout and Materials f=, BENCHMARK O BRB/FND Plan O N T E E H [ �% EL-13. NGVD29� S . _ C4.0 DATE:08 03 2012 - g 20 0 20 40 SCALE IN FEET S CA L E:.1"-20' DRAWN SIGN BY: SDM CHECKED BY: MWE -' - - - - - JOB NO: 2011-005 CADD FILE: 9 BAXTER NYE 940 z ENGINEERING& SURVEYING z - Registered Professional Engineers I -- - and Land Surveyors U ' / Z 78 North Street— 3rd Floor Hyannis, Massachusetts 02601 y - .Phone—(508) 771-7502 : 2 OF PAVEMENT Fox- (SOB) 771-7622 www.boxter—nye.com - - ��1oW� EXISTING PAVEMENT - _ REMOVE AND REUSE R'3• �CONCRE'iE . —' EXISTING HC SIGNS SAWCUT LINE ASP TO BE REMOVED. ' ® — o 5�O7E/S INSTALL LOAM AMR. STAMP. STAMP . / STRC —cR®MITE®Re STOP SiG" sin• / EDGE VEMENT Bf"V 1NALT 9DEWAlK G� CAP C00 ERM ?•5/ml l:J B IG •�? 0� / OF PA o -, REMOVE EXISTING o o m /�-�T. NMINONE CURB NEW CONCRETE PAD AND BITUMINOUS CURB. N 2a 5P. / rTU NEW CURB, - FENCE ENCLOSURE FOR LAWS SS .. INDUS . : DETAILP DUMPSTER AREA.5�E 28.5 0 o OEUCL R RE.0 BITUMINOUS CONCRETE m GN ETO MSIE�AVENENT : CONSULTANT OCA I INSTALL LOAN AND . - a - .. \ PER RETAIL 0418 FCC r SEED' - .— :\ HEREON .. m /\ SAWCUT LINE -- - RELOCSEE NOTE#5 ATE .. / .. ENSTINC � gFRENaOl1��i.. HSC ... .. / SHURB. ', `.. ••• ,�• ::.. .-i AREA AS ENTIRE NEW TIMBER d GN < .AREA AS SHOWN. WE WALL 9 L'. ' _ - - - SAINQIT LINE SEE NOTE I TIE INTO E<ISTING 9 9 �.,,,.,p aXW p6,o' I CON SULTAN T • ®c .m �IS HEREON WAIL - -I�L""•� /_ (l]y.�1r��' •R-3• BITUMINOUS CONCRETE PER DETAIL 0418 S. BITUMINOUS CONCRETE xp Q © y � - 4.36 I pmi r p H 1 REMOVE NG 1 ' rFl-_. - BINNINOIJUS CURB ANa p . I INSTALL NEW CU B. qy- I m - PREPARED FOR: HC I, \ \ \ au>• '1°s¢ a0� scN SON I a - Harborview Hotel Investors,LLC BITUMIN 1 \ \ LS Z 1 1 \ \ G—14.2• ►- z 1 4 I w o wcc E. FP 0 FP �' I o \ o 1 1 1b \ Q mLL1 to ..s 12 a 1 1 I >I 4 \ \ I e R E BOLLARDS SE 4 a.Bz gg BIN CON 1 1 1 \ PER DETAIL µ18 1 �^ Q q NEW BOLLARD(1) I SEE DETAIL 0444 BITU SEE DETAIL 0444 MINOUS CONCRETE .. 1- 1 NEW BOLLARD(1) O R-S' PER DETAIL/418 1 l i 1 04T - � SHEET TITLE ' ODE P EXISTING CH Layout and Materials O ECK AR QUEUE La�EON-4 CAR SAWCUT Plan 1 1 0 \ HEREON ON �i o R-5 1P 14 9� - SHEET NO - 1 SEENO 3 A90 � i o i ( > C cn, ,4 . 2A.aD � gill �V 4 4.1 '. INSTALL 18 LF I ' 14 Sb a DATE:OB 03 2012 20 0 20 40 SCALE IN FEET .SCALE 1'-20' DRAWNIDESIGN BY: SON. CHECKED BY:. MINE. � JOB NO: 2011-008 CARD FILE: 3 r. BAXTER NYE 1 1 \ ENGINEERING& i R_s I� SURVEYING aaa T t ... I -. - Registered Professional Engineers 1 and Surveyors 1 .1. .. � .. a Land veyor 2 78 North Street- 3rd Floor o R-5' .. ... - __ - : Hyannis, Massachusetts 02601 u MAMOLIPM MA70alNE r!.. 12— —— - —:— —— — - —— Phone- (50) 771-7502 1 1 .. .1 o .. Fax- (508)"771-7622 \ ^ www.baxter-nye.com W EXISIINC QUEUE CATIONCHECK-INAR - STAMP STAMP I 14 „ .�i1"°° H o _ ;ems ..� - I �',.ad CONSULT A NT w R-15' - 011 1 1 0 R-S'_ i - 1 CONSULTANT I PREPARED FOR: � `p H/��hpy arborview Hotel Investors,LLC 140d R-3' tl - 1 O m R-5' R-5� rR-30' �zri 1 1 R-r I R-5' - 17.75 _ ... �� R-5' : \-R-Sd I I Z 10' - w R 11\..- 11 �; Fourgto�' m I :11ED :6LJ 1 1 ] Hotel 3azs I Q o \ - F < 1 — I615 cc I I II c N c 1 I s Ll ; II w o 1 j II \ 1 _ 4.00 H7 VALET e \ 5.007 _ s l R-5' R_5 as I NT��KET STREET - N I o �3 o G (PUBLIC g. / SHEET TITLE Layout Plan with m Valet Parking SHEET N C4.2 TOTAL PARKING COUNT WITH VALET PARKING DATE:08 03/2012 204 SPACES .. 20 a 20 40 SCALE IN FEET SRCAA LE:E'BIONO•BY CHECKED D WNID SDM BY: .NNE JOB NO: 2011-005 CADD FILE: BAXTER NYE z ENGINEERING& SURVEYING sz a __-- D ----- / Registered Professional Engineers '•71 —— " and Land Surveyors I. 7 78 North Street et— 3rd Floor - �..0 a:. 6 .. — Hyannis, Massachusetts 02 01 w W aye — �1 Phone— (508) 771-7502 / — Fax— (508)771-7622 yW�y�q v pO - www.boxter—nye.com pm1 w - .. STAMP STAMP av s7�EEr _ � _ _ — _ _ _ P4.3Re m- B _ 1l�B' io 33 � VALET PARKING + .III CONSULTANT BRB/FND I$ CONSULTANT 6 . ��..✓ Rea• _ ', a NtlA R-3' - l ° I I F� - - PREPARED FOR: .. - \�!FT1D \ � \ i I I I II � Harborview Hotel Investors,LLC, 1 \ \ i I Z \ ,<.r I 11 I 1 1 CM o cc 11 \ \\\ io hi Z w cc ..s 1 d� 11 1 1 27 \ _ R m 1 a 1 1 \ a R_S I a = YA — �— — lCF4elE O 1 1 k\ SHEET TITLE Layout Plan with 1 1 01 1Q; - 1 Ex15,INC.CHECK-IN - 1 LDCATI -4 CAR QUEUE Valet Parking 1 1 1 O o R 5 ��. 14 I - SHEET NO I v Y ,Bmd - / 4.3 DA T E:08 03 2012 14 �e•a0 �. / 20 ` SCALE IN FEET ... B SCALE:1•=2p' 1` DRAW—ESIGN BY: SDM CHECKED BY: MwE JOB NO: 2011--- CAD- FILE: - GRADING AND DRAINAGE NOTES: l2 ALL RCP PIPE TO MEET CASSAV SPECIFICATION& OPERATION/MAINTENANCE PLAN //�L��// • 1.DEBRIS STUMPS EXCESS.AND UNSUITABLE MATERIALS FROM THE GEARING R DEMOUTION OPERATIONS SHALL M REMOVED FROM ME SITE:AND DISPOSED OF IN A LEGAL MANNER BY THE CONTRACTOR. 13.ALL PIPE INSTALLATIONSSHALL FOLLOW PROJECT SPECIFICATIONS.AND PIPE MANUFACTURER RECOMMENDATIONS. • B/'V/ATER NYE ]MIS OPERATION ANO MAINTENANCE 15 Ali pF PERFORM Br HE ENGINEERING& -2.DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO CONTROL SEDIMENT TRANSPORT BEYOND THE UNIT OF WORK. _ 14.ALL GRADING WORK SHALL BE DONE IN A WORKN EA ARUKE MANNER ACCOMPLISHED TO CREATE POSITIVE DRAINAGE AND ELIMINATE ANY PUDDLING OR PONDING GEN ERAL CWIR4CTOR DURINF COHSIRLCTIDN OPERATIONS AND BY THE - 1 THE CONTRACTOR SHALL NOTIFY THE ENGINEER WIN ANY GRADE ISSUES OR QUESTIONS PRIOR TO PERFORMING THE FINISH GRADING WORK. OWNER ONCE TNF FACUnFs A:CORN cTcn ND NT INTO OPERATION:. - >.DISTURBED AREAS SHALL BE TREATED WITH WATER DURING EXCAVATION,OR APPROVED ALTERNATIVE,TO CONTROL THE DUST. - - SURVEYING N 1&TYPICAL CURB REVEAL IS TO BE 6 INCHES UNLESS OTHERWISE NOTED BY Top OF CURB(TOG)AND BOTTOM OF CURB(BCC)EIEVATIORS WHERE THESE ARE PERSONNEL ASSOCIATED WIM THE COMSTRUC71ON OF THIS PROJECT SHALL 4.THE SITE SUBCONTRACTOR SHALL PROVIDE ALL EXCAVATION,BAC FILL AND COMPACTION NECESSARY TO ACHIEVE THE FINISH GRADES SHOWN ON THE PLANS AND FOR INSTALLATION OF BUILDING STRUCTURES,PAYING. NOTED THE CONTRACTOR SHALL RENEW TO PROVIDE REQUIRED REVEALS AND THEN PROPERLY.TAPER THE CURB AND FINISH GRADE BACK TO THE TYPICAL 6 INCH BE INFORMED THAT THE MAINTENANCE OF SLTA71ON CONTROLS TAKES PRECEDENCE OVER NORMAL CONSTRUCTION ACTIVITIES ADJACENT PROPERTIES $TOReIWATEfl MANAGEMENT AND ALL UTILITIES(INTERIOR AND EXTERIOR). .. REVEAL - - a - ... AND STREETS STALL BE PROTECTED FROM EROSION OR SILTATION I8.yTORI1WATIR YARAmONT FAQU71E5 SHALL BE PROTECTED FROM SEDIMET ANO SILTATION AT ALL TIME&JUST PRIOR TO COIOIETILH,TIE SM SUBCONTRACTOR SHALL CONDITIONS - Registered Professional'En Engineers EXISTING PAVING EDGES SMALL BE SAW CUT TO CREATE A TEAR EDGE WHERE IT IS TO BE nED INTO NEW PAVING,OR MNERE ASPHALT I$REMOVED ADJACENT.TO ASPHALT WI/IOR IS TO REMAIN.BROKEN OR UNSTABLE I 9 - PAVDMENT SNAIL fE REMOVED AND SUBBASE REPLACED WIM.SUITABLE COMPACTED MATERIAL PFR PAVEMENT SECTION DETAIL HEREIN.ANY SAWCUT LINES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE EXACT EDGE PEHFaRIM A FDNAL INSIPECTIOR A!O aFASONO OF TIE STON NA7ER MANAmtRNT SYSIEJI. ALL SDWENT AND STATION SHALL OE REMOVED FROM THE eASN1 FOEBAYS ETC. OF SAWCUT SHALL BE DETERMINED BY THE CONTRACTORS IN THE FIELD TO PROPERLY BLEND L TIE SURROUNDING GRADES. PROPOSED ASPHALT SHALL BE PROPERLY BUTTED AND Bll]IBED TO SURRQUNOING ASPHALT NO llffg AAFl3 SNAIL SE SHAPED 1D FINN.CONTOURS AIIII ELEVATION PER,TIE PLWtHS ALL REPAIRS STALL BE MADE AS_NECESSARY TO THE SATISFACTION OF-TIE E IG EEt INSPECTION AND MAINTENANCE AS OUTLINED HEREIN.SHALL BE PERFORMED and Land Surveyors WHICH IS TO REMAIN.THE BLENDED TRANSITION BETWEEN PROPOSED AND EOSTING ASPHALT SHALL BE ACCOMPLISHED WITH AN APPROXIMATE 1.SX GRADE UNLESS OTHERWISE IDENTIFIED.THE JOINT ROUN NOT S ABRUPT. PRIOR ro PIAONG FINK lOPSO.WLCI,VEQTATON,SEOxNG ETC. _ FOUR TIMES WITHIN THE FIRST YEAR OF OPERATION. THENCE,INSPECTIONS AND MAINTENANCE SHALL BE CONDUCTED ON A SEMIANNUAL BASS(2 TIMES 5.ALL PIPE OUTFAUS STONE WEIRS,CHECK DAMS AND OTHER DRAINAGE OVERFLOW AND OUTLET AREAS SHALL HAVE RIPRM EXTENDED TO BOTTOM OF SLOPE WITH A 10 FT X-10 FT RTMAp LEVEL SPFIEAOER,-AND AS 17.THE SITE SUBCONTRACTOR SHALL PROVIDE ALL EXCAVATION,BACKFILL AND COMPACTION NECESSARY TO ACHIEVE THE FINISH GRADES SHOWN ON THE PLANS- A'YR.)AND AFTER ALL LARGE STORMS."AR INSPECTION REPORT SHALL BE 78 North Street 3rd Floor NAY BE ADDITIONALLY NOTED oN THE PUNS AND FOR INSTALLATION OF BUILDING STRUCTURES.PAYING STORMWATER MANAGEMENT AND ALL UTILITIES(INTERIOR AND EXTERIOR). - MAINTAINED. . _ - Hyannis, Massachusetts 02601 8.ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL SE STABILIZED WITH L'LOAM.SEED,d MULCH. THE CONTRACTOR STALL BE RESPONSIBLE FOR AREAS UNTIL VEKETATIOR HAS.BEEN PERMANENTLY ESTABLISHED. 1&ANY DEWATEPoNo OPERATION WHEN REOUIRED AS PART OF THE. CONSTRUCTION PROCESS SHALL ENSURE ALL DEWATERING OCCURS THROUGH A PROPER "ACCUMULATED DEBRIS IN CATCH BASINS WATER QUALITY INLETS.OIL/WATER z DEWATERING BASIN(STONE.'.FILTER FABRIC AND HAYBAlEB OR OTHER ACCEPTABLE MEANS)PRIOR TO DISCHARGE FROM THE SITE - .'SEPARATORS AN IEAORINC BASINS STALL BE REMOVED 86ORE IT EXC.EDS Phone- 506 771-7502 SLOPES IN EXCESS OF J:1 AND AREAS THAT SHOW SIGNS OF EROSION FROM CONCENTRATED ROWS SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS(ECU)OF CURLEX DOUBLE NET-CURLEX II.98 BY T ( ) AMERICAN EXCELSIOR COMPANY OR EQUAL IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE REQUIRED ECB'S AND PROPERLY STABIUM ALL AREAS OF THE SITE EXCA VA I I ON/FILL NOTES: i FOOT IN DEPM AND DISPOSED O-PROPERLY. BROKEN OR DAMAGED GAS - MAPS/ HOODS SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO ENSURE Fox- (508) 771-7622 Z 7.ALL DRAINAGE STRUCTURES AND PIPING SHALL BE DESIGNED AND INSTALLED FOR H-20 LOADING - - ADEQUATE FUNCTION. WWW.tlaxter-nye.COT1 - I.SIDE SLOPES OF TRENCH EXCAVATIONS DEEPER THAN 4 FEET SHOULD BE FLATTENED(AS REQUIRED BY SITE CONDITIONS)TO AT LEAST 1H:IV OR SUPPORTED ' P'� w E.A 25'MINIMUM SEPARATION SHALL BE MAINTAINED BETWEEN ALL PROPOSED STORM WATER MANAGEMENT INFILTRATION FACUTIES AND SANITARY SEWER/SEPTIC SYSTEMS AND HAZARDOUS STORAGE TANKS/FACOUTIES 10 WITH TRENCH BOX OR SIMILAR DEVICE WORK SHALL BE PERFORMED SAFELY.AND IN ACCORDANCE W TH OSHA AND MOSHA REQUIREMENTS.CONTRACTOR SHALL A VISUAL INSPECTION SHALL'BE MADE AT ALL ACCESS MANHOLES,CATCH FEET MINIMUM SEPARATION SHALL BE MAINTAINED BETWEEN ALL STORM WATER MANAGEMENT INFILTRATION FACUTIES AND SANITARY SEWER/SEPTIC.LINES.MANHOLES AND TANKS OBTAIN TRENCH PERMIT AND OTHER PERMITS AS REQUIRED; BASINS.WATER OIAUTY INLETS,OL/WATER SEPARATORS LEACHING BASINS. - - PIPES AND DRAINAGE CHANNELS FORERAL CGNDITI 13F THESE THE ENTIRE STORM DRAINAGE SYSTEM. STAMP STAMP - 9. ( n 2.AFTER REMOVAL OF TOPSOIL AND INADEQUATE'MATERIALS•GENERAL FILL SUBGRADE SHOULD BE PROOF-ROLLED WITH A LOADED 10-WHEEL TANDEM-AXLE DUMP THE ACWNUUTED DEBRIS SHALL RElIOVEDNRES SHOULD BE CONDITION OF REVIEWED W AND - IN CONTRACTOR T)VERIFY IN FIELD,WITH ENGINEER ON OR G.SOIL AT STORM WATER MANAGEMENT AREAS PRIOR R COMMENCEMENT AS D TE MINED ATT MANAGEMENT ANY MATERIALS CONSTRUCTION ODEREDASSUMED&27 NUN. N. INFILTRATION RATE).R RAZE VARIES FROM CONTRACTORS OR GROUNDWATER IS PRESENT,SYSTEM MAY HAVE TO BE REDESIGNED AS DETERMINED BY THE ENGINEER ANY-MATERAlS ORDERED OR CONSTRUCTION COMMENCED TRUOL THE PROD-ROLING'SHOULD BE PERFORMED AS DIRECTED'BY A CEOTECHNICAL ENCINEEL NO FILL SHOULD BE PLACED UNTIL THE SUBGRADE IS APPROVED SHALL BE NOTED.AND A DESCRIPTION OF THE DRAINAGE STRUCTURES SHALL - PPoGR TO THIS OCCURRING IS AT THE COR1RACiT1R5 OWN RISK BY A GEOTECHNICAL ENGINEER.BORROW MATERIALS FOR FILL OPERATIONS FOR GENERAL SITE GRADING SHOULD MEET AASHTO DESIGNATION A-2-4(LASS III)OR BE INCLUDED IN THE REPORT,DEIFTFItIBUS MATERIALS SHALL BE REMOVED UNSUITABLE MATERIALS ENCOUNTERED.ADJACENT TO.SOIL INFILTRATION LAYERS SHALL BE REMOVED FOR 5 FT AROUND THE LEACHING BASIN SYSTEMS AND REPLACED.WITH SAND BORROW MHO M.1.04.0 TYPE B MORE GRANULAR AND BE APPROVED BY A GEOTECHNICAL ENGINEER.ALL FILLS SHOULD BE CONSTRUCTED IN B-LOOSE.LIFTS AND COMPACTED AS FOLLOWS. FROM THESE STRUCTURES AND THE DRAINAGE CHANNELS IN.ORDER FOR THE - MORE OTHERWISE NOTED IN PROJECT SPECRCAMONS: SYSTEM TO FUNC71ON PROPERLY. _ -FILLS SUPPORTING FOUNDATIONS AND FLOOR SLABS.95X.OF ASTM D-1557(AASRO T-180) 10.CPP-HIGH DENSITY POLYETHYLENE CORRUGATED PIPE WIN SITCOM INTERIOR WALL 70 MEET ADS N-12 PIPE SPECIFICATION(N Ofl.EQUAL CPT PIPE USE SHALL. ALLOWED AS NOTED:WITM A DIAMETER UP'TO AND .DLL OUTlElS,CRANING CHARNELS.AND SLOPES SHALL BE KEPT STABIUZED. INCLUDING 24.SACKFILUNG CPP MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS AND SPECIAL CARE MUST BE EXERCISED(SEE ADS PRODUCT NOTE&115):' -TOP 12 INCHES OF ROADWAY SUBGRADE,95%OF PSTM D-1557(AASHTO T-1B0) " -RETAINING WAILS AND FILLS WITHIN ROADWAY(BELOW TOP 12 INCHES)•92X OF ASTM D-1557(AASHTO T-160), _ ANY EROSION STALL BE REPAIRED IMMEDIAIELV." 11.ALL ROOF DOWNSPOUTS SHALL BE TIED INTO ROOF DRAINS REFER TO ARORITECTUBAL PUNS FOR ALL LOCATIONS OF DOWNSPOUTS. CONTRACTOR SHALL PROVIDE TIE-INS TO ALL DOWNSPOUT LOCATIONS. ,ROOF -FILLS M IN GREEN SPACE.85X OF AS 0-1557(AASHTO T-180). - - _ ACCUMULATED'SEDIMENT SHALL BE REMOVED FROM THE'.DID-RETENTION - DRAINS TO BE AT LEAST 8'CPP AT LOOT SLOPE MINIMUM,UNLESS OTHERWISE NOTED. MINIMUM TYPICAL COVER SHALL BE 2 FEET.U.O.N. FILLS FOR PIPE EMBEDMENT(BEDDING MUNCHING AND INITIAL BACOTLL),95X OF ASIM 0-1557(AASHTO T-180) - AREAS BEFORE IT EXCEEDS 6'IN DEPTH.OR AT LEAST ONCE EVERY 5- .. 81 - I y J � YEARS ALL DEBRIS OR DELEIIFIOIS'MATERIAL SHALL BE REMOVED.- B.1 5. THE FOLLOWING MINIMUM INFORMATION SHALL BE RECORDED:..- - .. 1aY ` :I DATE OF INSPECTION C O N S U L T A N T \ I x BH9 1 x� 0.51�WEG 1 I, YATRIII� I •GENERAL CONDITION OF THE ENTIRE SYSTEM .. .. ` t -- -- - - - �"� }-. -- FUN ON AND WHEN PERFORMED ONS TAKEN TO ENSURE.ADEQUATE .. . YAT]IIDE - n�` F \ 10.33 X10.5 / I I A COPY O THESE INSPECTION REPORTS SHALL BE FURNISHED TOTHE \` / APPROPRIATE AGENCY UPON',REGUEST. Q xi0.5 - 5.8 S.8 _ CONSULTANT .. .. \ - U SWIM FACILITY C / ?' & 9.7 �� &iQLU TEC REa GER 150 / . II .3 CONSTRUCTION SEQUENCE 9.8 0. ERS(2 ROW 3 CHAMBERS 5.7 1 n 1 GG PER ROW 4 STARTER/END I 1.INSTALL SILT FENCING TO ESTABLISH THE LIMIT OF WORT( x9.6 \��( UNITS 2 INTERMEDIATE UNITS) / I - `\\� \1 1p,p\ 33.50'LONG X&O WIDE 2 CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCES AT POINTS OF EGRESS FROM THE SITE x 1 S. \�P Q66 &65 RIP:STONE-6.34 / I I DURING CONSTRUCTION. 17.E - 1 ` 9. 1,� x9.8 TOP C AMBER-5.84 : /. I I .y'� 1 I ``. / &8 BOLT.CHAMBER-L.3 j I - 3:DISCHARGES FR01 DEWATERING OF EXCAVATIONS SHALL NOT BE DIVERTED DIRECTLY INTO PREPARED FOR: - &S �� ANY WETLANDS OR EXISTING STOPo.1 DRAMS NITIWT PRETREATMENT NA SETTING BASINS. . - X YIN.TO ON TOP.3441.5'-7.84 1 R 1 LLLI SWM FACILITY' TIE (6'STONE AROUND).BOLT 3 I - 6.'� - L.VN ALL HAY BALE CHECK DAMS ALONG CENTER OF SWALES AT 100'0 C. AS ARY .. 1 1 rV F_,0 120-CULTEC IECHARGER 150 CHAMBERS - orview Hotel Investors,N �o (24 ROWS Ad*ANBFRS PER ROW 48 OW EL 2J BOLT FlF3D=L.3 INSTALL NECESSARY. y6 I A CLEAR AND PERFORM DEMO OPERATORS FOR SITE WITHIN THE UNIT OF WORK. 1 1 m 1 .44 `� STARTER/END UNITS,72 INTERMEDIATE UI'(I n/ - Harb ote tors,LLC & - 6.INFILTRATION AREAS SHALL BE PROTECTED AT ALL TIMES FROM;CONSTRUCTION TRAFFIC X TOP OF X e.'),�QE` B 3SWM0-FACILITY/20 - PROVIDE INLET PROTECTION �6.4 .. AND SEDIMENT DURING CONSTRUCTION. _ - J �1 A 7pN�- ` ���\ -\ -. 3a-CULTEC CONTRACTOR PER (]IANBES _ rN CHANBE RS-4.L , ` (5:ROWS 8 QIAN11% PER ROW 10 (SIP DETAIL 6807 TYPJ_. 7.3 5 7.ESTABLISH ROUGH SUB GRADES FOR SITE AND BUILDING PLATFORM. - rr1 1 Bor.CHAMBERS-a.Jo ��� 1 STARTFA/ENO UNITS 20 INTERMEDIATE UNITS) w��j ` YIN.FIN.GRADE=8.3441.5'=WN.7.Bt ice` `� , 47.5,LONG X 19.0TOP 'WIDE - R-Y1 . 8'4 E.PERFORM SITE CONSTRUCTION. \`(6ew es'QE E oN TOT FlELD�4.30^ WHO) `,fir A TOP CHAMBERS-5.34 17 IF 1CQ P 72 ba IF S.INSPECT AND MAINTAIN EROSON CONTROL MEASURES AFTER RAINFALL EVENTS AND A 7.31 1 GOT.CHAMBERS-AJ _ MINIMUM OF ONCE PER WEE(. - x7.6 ,�, ,�, ,,, ,,, e ,�, MIN.FIN.GRADE-9.81L,.W-7.34 - &4D bzS-1.6]X 7 ] - - - - 1 1 1 ``` INV.IN-4.3 n� 6'STONE ON TOP h B1WIR,12'AROUND) �• - 10.REMOVE SIDINENT BUILDUP AT FR09OR CONTROL DEVICES AS NEEDED.REDISTRIBUTE - 1 7.x -1 1`, ,\\ O 5-2 W O EL 2 BOLT FIELD=4.S J 7• MATERIAL OVER SITE IN CONFORMANCE WITH EARTHWORK SPECIFlCATORS , /1 _r B ]. 7.3 6 P A am _ _.7__` 11.PUCE BINDER PAVING COURSE. - I - - 12.AROUNCE ALL ND ALL NEW STRUCTURES STRUCTURES ARE INSTALLED.INSTALL FILTER FABRIC AND STONE - I E 1 - 7p bade`.` �,;�,; 1; 0; ;��;p!\ olfR'41 -� 1•p5% r a� 1 ^ -" I`1 VEGETATION IS ESTABLISHED. ALL OUTFNTAIN THEM UNTIL PAVEMENT IS AILS SHALL BE STABILIZED WTH IN PROTECTION Lw ].] x 7.B\ - �� �� , , �, �0 `� 9.70 lac-- A\-e���a• �� I _ AS REQUBED. RIM-# D 2P 1 7. 4 „,,. \ A - �r`e%`, `�; &45 boc 0.7B 12 LF 12'CPP 1.]% M HP g4 O;►�'��+.• _i\ \`` - 7.51 `W-•' \ r 0 ,, `� ,\ `� `� Yi IG 5=1.2SX /^i .�. ��f� 7.H6 toe �` _ -13.ALL CUT AND FILL SLOPES SHALL BE TEMPORARILY STABILIZED WITH TOP SOIL SEE)AND . �Y Z - x. MULCH OR CURLEX AS REQUIRED IF CONSTRUCTION ACTIVITY CEASES ON SAID SLOPES FOR A A & �5' r4�,s�� � IN-L.3� 09 PERIOD OF FOURTEEN DAYS OR GREATER. ALL SLOPES SHALL BE PERMANENT Y STABIUZED 1 L _ , ' A7 b°e ,. B get boc B `K Ka R-IL. . AS REQUIRED IMMEDIATELY UPON COMPLETION OF FINAL GRADING Q - n RI 6.8E x7.5 �' 0 ),i 11 &85 Roc &5 boe V _ pr .INV .B 1 \ \, D; INN SW,M ��� SILO Roc 1�%11,78 7�1Ge. IN-4,T3- 2'n AO IN=wJ 7.54 bore F WT-4eB 91M - _ -14.COMPLETE FINISH GRADING AND STABILIZATION OF.SITE PUCE FINAL PAVING COURSE �P X8.4 1 4 ... `INN. `� \ IN-4.J A 8p flBO bac &04b 8 TIEG - - - - - Q 1\ PROVIDE INLET 7.7 tw ,IN-4.3`.\ �\` y �.\ B /BUN ( \ 1tgBm= g84 -RAMP 11. 4 _ b 201%10.1 �2 to . 15.'RENOV£SEDIMENT FROM ALL DRAINAGE STRRUCNRES,GRAN MANHOLES,PIPES AFTER J .. PROTECTION 7.4 bae 6 LP4ttI'CP 6 Tg5 1C' &11_boe\ 7.8E boe OMPLETION OF CONSTRUCTION. REMOVE AND REGRADE TEMPORARY BERMS,SWALES,CHECK W 1 tLra�s 1 fl47 `.` x 9.t ac a 11.184 II.B3- S8.g4% P .7&JS lae DAMS.ETC STABILIZES DISTURBED AREAS " /607 M 41 7'8 u IP O fl05 0 -, e. _ H.55 flW IL ` PROVIDE INLET( .. 7. li 1 ) 7.4 x 1 2 ].s 7.a0 PRO DI INLET flT boot` -LIB% HP', 6�5%'t0. p'j. ge PROTECTION STIS'ABIUIE'ALL REMOVE AAREAS WHERE HAY BALESCE PWERE REMOVON ED. 7.7 PERMANENT GRWNOCOVEL .. g2 too y%vv PROTECTION &T c� \-L7 lF ( DETAIL `Z \ 7.7 boy 11 (SEE DETAIL &72 >2� 'JJ - He6 11.W, 6'CPP 0 x EGA 7 TYPJ - '1 PROVIDE INLET 46 LF 6'CPP 9.6 01 (n 11.98 S-L.OX �C 0 w e1 ♦V .J7 'V� TYP•) A PROTECTION 1. gg O S-5.3X - 7 4 1 - BI Q \ W 207L1.7 78 boe FApUTY 8&$Ti. (SEE DIET IL nw-&a 11.90 �FORwADO�I ENLARGEMENT \`• t0 ,•OX: _ ABBREVI ff wPB 10 20 LF,2'CPp A 7 ON 1OLF 6' P �'I BOC eo � c Iu-a o s-1.oX L� \ aT-e n s sw rm s-L. (n BIBS BOTTOM OF SLOPE w m KEa//II ...+++Y} HI6o &SIT bo. O 1 H 75J -Y50 .. �. 0 -`.. INV. 11 O 6.4 - - Q b _ \ PROM E INLET 03 tw 7.45 4 H ..::: !i.:::,.:6FT '�, `` - O IN-8.J4 •7J Bow BOTTOM OF WALL a MI SMI i• .. T.9B I I - U) x 7.32 x '.'...:.':. `4 Story -. BY .p TIES ;.0 E FIMS ED FLOOR ELEVATION - = Q HP 7. 7 .x86 841LF 6'CPP f ur. C 9.2 `G 4 1.•x-7:O%---_ n C�. 0607 ) ,efl,aI 7 ce ...: S-1.5X P gg f F --- R C8 GRADE BREAK •fir R 11 M�aN®`' Xg� TT19 11.98 .. Hotel LEA.=��%� 1 x9QH.7S 78 ® - - -HP HIGH POINT .. .. w z,C y \ 752 OUT-52, INV.IN-5.43 x 9.2 10.5 9.6. xx SILT TIES G •�� 8 _ TUC UP LLOW PNIRTE N= . \ ].B 734 boc ] & 10 1F 6'CPP - - \ W N,8.10'4011.qB S-1.S,f9.2 A 10.9 9.84 Z Z 9.9 : TOW .TOP OF WALL' a \ R- 7%. x 9.1 - 1 2 �� TES... TEE INTO EXISTING GRADE - .8x71,SL MAXIMUM ``:9. 1 �'.. Q > B.F,F- - _ SLOPE ALL po ' i6 LF 12'CPP � 7.3 _= DIRECTORS FOR � � \ g.7 0 0169% 739. 1. '&SSx j _AND ASES >F9' U -- \\ 1.8 12 1 .6 flJ bae x XR 11.E s' FACUTY(M8 10.2 _ GRASSED SWAIE - 1 '� x10:5v - _ \ 11 I SILT FENCE I oT 121:� `j 11.8 • 8 A \ - I TI,A \\ SO 5 yaa SEE DETAIL ' O� '!` 45 to. 1 II x1O.s 11 7#502 �I I \ w a24 bx•• i'M,14 iaO bw :' SN' II*es - i'. uu to Ds _ _ .� -. 7\ j` a IeI b Z w A741. NEW RETAINING WALH/ SWIM FAQ TY A Q 55�� LI•Pqq . � 11.0 GRASSED AIE Q / / 1 PROVIDE INLET III `�? 2.O'TL ` ,0.0 i - to B i y6 8• 8J w PROTECTION 1 P N - sG lit qG S� ¢G. o pG r ( DETAIL ,y I . W!IA 1.0 _ 1 \ x&8 - ���TTT �- ] 5.39A \ C \ G G G C ¢ \I /80 TYPJ 1 I S, ou SeN _R-OL 1; 1 6.3 i4 8 t� ffi >9 B y3N 8 . 1 8 'Pr( 1 ass 19A1t �i bl 67 S m xe.1 FP g�%• e5s . a / ,.6.9. 1a nss li'_111.5 S'F SHEET TITLE &3 1 x.7.3I - 6. ,,11,,.3 \�, --- � --- - 1 Grading and Drainage M j , 1 7.1 \ I Ptz7.6 -=x91..S'.'/ 10.5 Rae .T-'_ __ x 7.6 ) .. / J - I / (� 11.8 Plan R 11110000 ,aD bo�; I E�tA AN / C./J \.86 x -fl75 bo e� 'S0 toe �_v -/' a'� 91 1 P. / \ 1.0X yA' 7q 7. �]7\ N x 7.7 \ .tpt PG. ) i / I SHEET NO ---- ae --max z3 NADE� P.'B I / -P-Q - - C5.Q / _ SE.---" - _ ,(PUBLIC 60' / ><4L3' /-x 124 Iz4) ------ ----------- .4 - �$� DATE:OS 03 2012 P6.6 \ 20 0 20 40 FRONT ENTRANCE ENLARGEMENT �'\ 10 0 10 20 SCALE:' T'=20 SCALE IN FEET 7/� 1 I I SCALE,IN FEETDRAWN/DESIGN BY: SIY CHECKED BY:.YWE I 3 - - 1.-10 JOB NO:2oi1-0OS CADD FILE: 20BI1 BAXTER NYE z , ENGINEERING& SURVEYING z Registered Professional Engineers =� and Land Surveyors Z 78 North Street-3rdFloor G Hyannis, Massachusetts 02601 m _ .Phone-(508) 771-7502 �0 z - I Fax- (508).771-7622 �D U www.boxter-nye.com z _ _ { S i ®7 O I STAMP 6.6 R191 Qa® TAMP 5.5 i§4 1, 11EG �- -.3 4- 5.6 . .. I .7.3,- P.5- 3 .. TER 6� f l o I O I CONSULTANT. 5. I b 734 bx��'GR- .. 7.2 ]'3 _ 6.g g� ._ : •BOIRECTIONS FOfl}IC ate I. _ 7 PE ALL I. UP-ACES. N 0.0. ... REGI 61x aQ Q80 .. . I / 7 :.'• ". \ �! _ .6 2 _006 \ -I \ CONSULTANT i /7� ---`-- 9 7•,7.9lx 7.3 .6 x6.5 .0 y9. 9.9 ` \` 6.8 x 6.7 _ 10.410.35 12.0 9.6 9' p`.1 \ _x7:2 - \ III I I II PREPARED FOR: \\� 7.3 - I 1I- 9.2 `' 7.2 B.4 I a� a9 10. o 9.f • ` x HarborvieN Hotel investors,LLC B.7 I cw .6 a] 7.s °` 6 I I I 6 R x9.6j \ 1�f� .1 . ].asu.4 / 7.1 11 960 e.3�t 1 x1o.1� � I24 � .9 9.0 o.e - 1 1 \ 'IF 10.3 I 1 x 9.e cc cc 1 FP OzN e: F W W Z C3 awl U Z n x SA a.4. .D \ 11.22 11 I �j ffi N 1 1 8.6 5.9 I�5A 5. - $B� �ngg fi731 \`` "\a 11.211 --� I -� 5.9 u I Z Z�Bi \ ` 1 x6. \ I I I 5.8 F---II Will GGG e < < r 1ae4 .. ... \\I I II.. I �� �, 6l Q a 6x1 111 \`x6 &1�s \ 1a9, ` i-¢- I I I >Us, ®®®®®®®®® ° i `x 619� \ / IBM O 0.�/�EO // W1CIai@ I ... SHEET TITLE a a5 Grading n and Drainage e 1 1 ].51 / 0. SW FACILITY#2C 5.6 Plan 111 1 Qs - a `u 150 se - - -"'J/// 6i1A ERs(RECHARGE'a, eETis . .. �6 1 O \Gc / PER ROW;4 STMTW.ER/F71D _ , I .. SHEET NO ��. \,1 F .8 -� UNITS.2 IN TERIIEOIATE UNITS) DATE:08 03 2012 g 20 0 20 40 SCALE IN FEET SCA DRAW N.IDESIGN BY: SDM CHECKED BY:.MYE 5 JOB ND: 2011- CADD FILE: 20911-0OS-GD. D BAXTER NYE z ENGINEERING& SURVEYING �z CULT EC REaARGER too NO .. Registered Professional Engineers �+ :2$ CULTEC RECHMGEi 150 XLHD - aANerns (6-STONE ON Teo a eTYN.Iz• - - °b1A1BERS - - and Land Surveyors AROUND PEeNEIER) (8-SHONE ON Top a BTWH,12- Z MOUND PERIMETER) EXISTING PROPOSED TIED EEV.-8. - EXISTING GRADE PROPOSED GRADE TIED ELEV.-9.7 _ MAD 78 North Street-3rd Floor to 10 - eW RI Hyannis, Massachusetts 02601 m 6 B { 4 - - 4 =if { - x x MEAN sPwNG HIGH TIDE .. Phone-(508) 771-7522 Z EL-z3 NGVO PER ARMY Fax- (508) 771-7622. �p 2 2 - 0 0 CORPS OF ENGINEERS NEW www.boxter-nye.com ry O+W o+2s ENGLAND COASTAL TIDAL a-�� MEAN SPRING HIGH TIDE 1+00 q{n SECTICI A-A Dim ��SURVEY TIDAL . 0+00 "0+m 0 m a•u;, 0 ... .. hm SWN FACILITY�2D PROFILE N0.XX aSm EL-2-3 NGVO PER ARMY STAMP S T A M P CORPS OF ENGINEERS NEW - STAMP COASTAL TIDAL OULTEC RECHMCFA 1W XD - SWM FACIUTY#1 FLOOD SURVEY TIDAL CHANGERS . .. SECTION A-A PROFILE NO.XX .. - - .. ... (6-STONE ON TOP h BTWN.1Y . .. - MOUND PERIMETER) ElISnNC PROPOSED .. - GRADE MADE CULTEC RECHMGER 150 XLHD CHAMBERS .:.- .. { (8-STONE GH TOP&BTWN.12• .:. ... - MOUND.-PERIMETER) - - � - EXISTING GRADE TIED E1EV.-9.18 PROPOSED GRADE '0 0 10 .._ .. 10. 0+W om5 MEAN SPRING'HIGH TIDE 8 50 :. .:. CO N S U L T A N T . 8 8 _ on mq EL-2.3 NCYD PER ARMY 8 - qm mn CORPS OF ENGINEERS NEW osm . 6 6 - ENGLAND.COASTAL TIDAL _ { 4 - SWIM FACILITY 02D FLOW SURVEY 110AL - - wiiM . .. SECTION B-B PROFILE NO.XX 2 2 .. 0 0 _ CONSULTANT D+W 0+25 tl+5mo MEAN SPRING HIGH TIDE W7S - - •1 N EL-z3 NGVO PER AWAY om, - . SWIM FACILITY/I °j m CORPS OF ENGINEERS NEW - - - ENLa.ANo Go.noa HORIZ.SCALE: 1•_ ,o' - PROFILE LEGEND ..SECTION 8-8 - .. . . .. FLOW SURVEY noA VERT. SCALE: ,•= 10• -PROFILE No.xx - - EXISTING GRADE PROPOSED GRADE ... .. .. .. PREPARED FOR: HERT. CALF-' " o' PROFILE LEGEND .. - - ' VERT. SCALE: I" to'10` .. - - EXISTING GRADE - - HarborYleW Hotel Investors,LLC PROPOSED GRADE - FF EL Iz0 &9 _ ID DWI 10EXISIING e B O 4 4 MEAN SPRING HIGH TIDE - 2 2 . F COWS NGw PER ARMY .. - C NGL W ENGINEERS NEW . 0 0 E FLOOD COASTAL TIDAL _ 0 - 0+W O+xS FLOW SURVET'TIDAL - . : SWM FACILITY/28' ...PROFILE NO.XX .. _ .. a: SECTION A-A .. ... .. W O HORIz. scALE ,r•= 10' PROFILE LEGEND . VERT. SCALE: I"- to' - . .. EXISTING GRADE Q . ... PROPOSED GRADE .. .. .. - .. w a d xMo - y U)Q r ID 0 CU C RECHMR4t 150 MAD PROPOSED 8Z a = N S CHAMBERS GRADE . (6-STONE ON TOP k STWN.12- - .. MOUND PERIMETER) A N &9 EL Iza k tD 1D n 4— 4. MEAN SPRING HIGH TIDE 2 2 CORPS (NAND PER ARMY . 0 0 CORPS OF ENGINEERS NEW - _ - ... 0+00 0+25 ENGLAND COASTAL TIDAL - pp _ FLOW SURVEI'TIDAL - q FACIUTY U F Fg�gq Z o �m SECTION A-ARC PROFILE N0.XX CU C RECHMGER 150 MHD CHAMBERS PROPOSED (6-STONE ON TOP @ BTWN.12• GRADE . '.MOUND PERIMETER) EXISTING :. .- g10 99 ... ... e 6 SHEET TITLE { — —— 4 Grading and Drainage D a Plan a+a=o D+xS D+w am •1m IAEAN SPRING PER TIDE ,ym - .. - - ... rt OIL FL.-z3 NGNa PER ARMY am - tl SWY FACILITY 42C CORPS D OASTS ENGINEER NEW - p SECTION 8-B FLD COASTAL TIDAL .. _ SHEET; N O . FLOOD PROFILE VEYNO.TIDAL ��.� Y PROFILE N0.XX HERT. SCALE: I'= 10' PROFILE LEGEND DATE:08 03 2012 VERT. SCALE: 1' 10' - 20 0 20 40 EXISTING GRADE PROPOSED GRADE SCALE IN FEET- - S C A L f: ,•=20' . ¢M DRAWNIDESIGN BY: 5DLM.. CHECKED BY:MIME 8 JOB NO: 2oIi-005 CgOD FILE: 20911-005-M SWM SPECIFICATIONS Po�Bg. 3 �§ , 2 NOTES BAXTER NYE z • - - - .ALL PILES 9HA.BE CIRCULAR IN Mass SECOOL: - - NS CPP CROW . ALL MATERIALS AND WORK SOUL BE IN ACCORDANCE WV ME MASSWCHWAY RDNFOROTI CONCEE ME : �Ix 1.ALL—'IS 91ALL W DESIGNED FOR, _ DWARTMEMT STANDARD SPECIFICATIONS FON HIGHWAYS MD SNDGES(MHDSB).9'EOHC ... -X 2C .. y ... a-SITE SaL SPECIFICATIONS F A DEBT EGXWCAL REPORTS WAS PERFORMED.AND THE ALL OF ME FOLLOWING ONTERIA SHALL APPLY FOR RDNFOR®.CONCRETE PIPE' .: . T. ENGINEERING& U ,. '� z L4'OYNETt MANNBIE sTEPs 91ALL .. PEPLANS NENDN.WERE CaFDCTS W WI'MMATIO/EAST,THE MORE IESTWCTIVE 91NL - - INSTALLED AT TY O.O FOR NE NLL — - - SURVEYING z ~ APPLY.NL FEFETETNCS ro ASHY AND AA41ro SPEgFlCAWE APPLY ro ME MOST 1.YAlEMI11S-RBNFONCED CONCRETE PIPE 91N1 NAVE GIL AND 9:1GOT'JON75 WIV... - OEPnH W TxE STRUCTURE• : T NR9ON. RUBBER CASIETS ANTI 91N1 EQUAL.ON E%GED ASV C-3B1.THIS BEDDING SHALL N8'D.G1H21 BASIN - . . CONSIST OF HIM SLUMP CONCRETE PLACED UNOFR ME PIPE AND UP ME SIDES W DIE 1 PRONDE Y gNOaOUO Fqi PIPES WIN .. (eyp�ixTdi W M cAMN F ITILS MD a i AMOH PPE AT LEAST I=BF ITS OUTBOE gAMETFA W V A MINIMUMMICNESS.W.3 INCHES. Y MAN.,pDARANO TO.OU190E.OF PIPE ( .. . HFNEW MR I TIa M OR AS SHOWN ON TIRE DRAWINGS .. STED.REINFORCE)i0R HS-20 LOADING ''MORTAR ALL PPE GONNELTW9 Surveyors, stered mTE PTRFPMATION AINO GRMIxc z BEDCUNG'-ALL REINFORCED comotM PPE OMBUITS SHALL BE LAID IN A C RCIREIE R',;. 2A a.JOINT SEUAxT BETMEFIN PRECAST sECnONs - •Y CT WYE n . .•: SHALL GE AEFWaNm BUM Dream, .. RNM "and LandPT Flo Q49 (, SDDING FOR NDR ENTIRE LENGTH. .. � •. .•• : .. �C9 PIPE _ Engineers �j AREAS DESIGNATED FOR BOWfO'Y AREAS.EMBANIIMEMT,AND SRRUCNRAL W]KKS 91N1 GE S RAYING PIPE-BELL MD SHOOT PIPE SHALL BE PLACED WN THE BELL DID ... sa'OIA Gla BA9X S CATCH BASIN FARE AND OUTS I - QPARED, GRUBBED IND STIew W 1WSgL Au.(TEES VEGETATIOL NOUT3 AND UPSTREAM. JOLNTS SHALL 9E MADE IN ACWPDANGE WITH RECOQUDNBATIONS W DIE SHALL eE SET N NLL gRTAR BED - .. .. OTHO ORX" ABLE MATMBA SHALL BE NENoMBL CHANNEL BANKS AND NUS MANWACIUREM W THE MATEWA. AFTER TIE."M ARE SEALED FOR ME ENTIRE LINE- ALTETNIATE TOP SLAB AD.VST'To GRACE WITH CLAY MICK,AND _ .. _ _ 7 North Street u r r - GREAKS SHALL BE SLOPED TO NO STEEPER MAN 1:1. - DIE SEDOINO SHILL GE PLACID SO MAT Nl 9'ACES UNDER TIRE NFe ARE FILLE0. ... -FRI. (S1FF1 RDNFDROD .MORTAR I2 9RIa Lg1N56 TPIGLLY,- .: _ .. t(y0nnl3. MaBSOC11UBBttS 02601 LQ CXE STALL RE EXERCISED TO PREV.TT ANY `_ li FlDM ME OBGNN.UNE ANTI FOR Ns-20 HOMNC) a BPoIX CGIRSES.NAANU4) /0. 0 L .. AREAS ro BE COVERED BY TILE INFILTRATION AREA OR BASIN WILL BE CLEARED W ALL GLIDE W NE PPE TIE FIRST JOINT MUST BE LOCATED NMIN 2 FEET FROM ME - a'DE - F/ _ Vwe6 -" 17502 REM BRU .LOGS FEMGES RUSBSH AND OTHER OSECTIONABLE MAIEWAIL UNLESS RISE _ '� F 24' B' '• - _ � Z 01HERoSE DECORATED ON ME PLANS TR1SIM MUM AND SUMPS MALL BE CUT .. .. SQUARE .. .. .. Phone (508 771_ APPKOIDYAMY LEVEL.WN ME MOUND SIUNFACE FOR CITY STORMWAIER MANAGEMENT {.BACDIWNO 91ALL ONFOfBI ro'STIMICNRE BACOILL•. •SEE PANS FOR .. DOWNSPOUT SE OCALS BY ARCHRDCO -LOAII N S® Fax (508) 771 7622 L . PONDS.A MINWUM W A SO-FOOT RADIUS MOUND THE DOER SIRUCNRE SHAM BE SE a .PIPE TYRE.AND vZ NOTE CAM Yd www.boxte�nye.com GEARED. ALL GEARED AND GOBBED YAIWN.SHILL BE DISH)gD W QUT9GE MD 'S TIMER OETNLS(ANTI-SID COL.1R5.VALVES,ETC.)91N1 BE AS 910YM a'THE : HIS�WRFPAESENTATIVE ME DIN.BA50N MO fESERWIR AS gfEC1ED BY ME OWNER OR DRAWINGS His .. Z u :. BARw 33 Aiv POI VNNn CHITIN (PYCT PIPE- - - 5 �� .: MADE _ .. .. .. O �. ME CONTRACTON SHALL EM91NE ALL 5YM AREAS WBCH AIE OESGNED FOi INF0.TRATIa - W - , ..•tABMON�2RB STAMP FN9 SOUL NAVE MBR EASING INRLMATS.EENA SUB SOU.CCHDmCH1 UNCHANGED AT WE BLE ALL W ME iO1DNWG CWiETOA 91NL APPLY FOR P0.YNNtt OILARIq:(PVC)%PE: SPECIFIED OW,WE DE FOR L STO SHAD.NOT BE MEAT FACILITY. R INFlLTRATIME gy - . LAYER STOW WE y W . WITHIN BASIN NOT RE TS.BO TOWS.ALTEREDA a OMAFFECTED BA FROM ' IB dA GTOI BASIN O •-t®AIROI .. - a WW CONSIRUCTION IN MY WAR: WITHIN BASIN FONPIIINIS,BOT101/5 AND NON-0/BANKYEMT 1.MAIIBRIAS-PYC PIPE 9HNl BE PWI1p ON PVF1220 CONFORAONG ro.ASMU RFD.. 9Z NOTE K MLGC228-2 • �Y-3• _ - S .. MCI-0NI)90ESLOPES NO UNSUITABLE OR LESS PERNOUS MA=AL 91NL BE PLACED D-1TB8 OI/SLY 0-22A1. _ _ HOOD .. OUTIET' .HIVE'ORATE) 'War OPEN c. pYD 11FSE LAYERS WUCH COULD AFFECT THE INFILTRATOR RATE UNLESS OWMNSE z JgN15 AND CONNECTIONS roANTI-SEEP COLLARS SHALL BE COMPLETELY WATOTTONT - w EQUAL.. _ '. WlIPL1IIG 'e v . . SPEOFlCALY WMn BY WE ENONEER W 9RBMAGE FlLL IS NEEDED FOR STMI .. - xxxRx3 d - CIA {'CM—ME - - INFILTRATION BOTTOM MD NON-EMBMKM IT(NON-DAM)SIDE SLOPE AREAS.ME fD1 S REDOING-ME PPE 91NL BE FlRIEY ANTI UNIFOROLLY.eE00ED MROUONOUT 175 EMTDE. EC - �rA COPArnD I . SHALL MEET ME S'EOFlCATIONS W YNO-591 Y.I.OLO TYPE B. FILL IN AREAS W LEMON. WERE ROCH OR SOT.SPONGY OR ONm UNSTABLE SOIL Is ENCOUNTERED. E •' Ixvdi VAfUFS WP DANCER _ SVBMACE INFILTRATION SiNl NOT BE OYEFLY COPACML INFILTRATION AREAS SHAD.BE ALL SUCH YAIIINAL SHALL GE REMDVID MD REPLACED WITH SUITABLE EMIR �' - _ C� wvE PROTECTED FROM IDICESSIVE CONSTRUCTION EQUIPMENT MOVOJEMT AND SEDIYENT/FR09gl COMPACTED ro PiIONGE ADEQUATE SUPPORT. 12 -.- - ... •. • - `SEED .. .. RUNOF SO AS ro PIESERYE TIRE INFIL1RATIa CHARACIWSTCS (tl07E FlLL DAM BHow WP - .. .. ... ON Y ONAYWL I :i `.lDAM :. EMBANIONEMIS SHALL NAME AN WPENNOI3 CONE AS NOIFD BDDW ANp IN ME SMM. A BAOBTLIMD SHALL COFOW TB'SYR UCTME SAOBILL•. ." •. GROUT DETAILS AND a051 SC11ON3): CJW ACTOx a I Rmrwmm r TO n I Y S OVER DETAILS(MTI-SYP COLLARS.VALVES.ETC.)SHALL BE AS 9HOYM.O ME - - : - .... - Ir.CO FACTOB -: TWe NFOWMATIOX WN ME ENOMEFA L x®EON. ORAWNOS c+ - " $ CJUYII BORROW .K' CPP DHOW .. a 1 . •' ... WP pPc' ... -CONSULTANT.' TOPSOIL OR PLANTING MATERAL REWIRED FOR SEEPING soo OR YEHETATON GROWN W F -. "�•'z ^ - THE BASIN BOTTOM.AND NON-EMBANKMENT 9gA)PES.SHALL BE PLACED IN ONLY A .. - : .:" - >T3 B7 WW 2 ' ..CU—E " .: FOBIINO UCEE(3)INCH SURFACE DEPTH W LOAMY WIND a SANDY LOAM TOPSOIL(EKC69N: -CONCRETE SHAM MEET ME REQUIREMENTS W MIDS _s m W TIy. - - PEE WP PIPE - - HIPsK( SHALL NOT BE PLACED WERE INFILTRATION IS USD WE TOPSOIL SHALL NOT -- :- •,. F : .. DORINT WE INFILTRATION RARE W ME FACILITY. ME TOPSOIL 91NL BE 1E55 MM fd CLAY CONTEN (AND t3W MATERIALS PASSCIC ME a00 SIEVE),CORRECTED PH SS-8.1 -I nW gj daFIW(F SM' ON PIN As�FJR 1 - eq� .. .. IRO ORGMIc YATIFR W BEIWEEM i.OW ro Ji. PBFLRAIED PPE FOi IETNGM WMIN BASIN ro UPSTREAM 9GE TOE W OVERFLOW 9.WE .T'• - .. AND NON-PERFORATED RPE AS NEEDED TO EXTEND UNDER OVETBLOW WEIR TO OUTLET. O.v ~. : (. 11.MOLL B•PIPE DWIETO(SEE.PLWS FOR ME SDINO). ... . METE(�INQIFS W HARDNVOD MULCH SHALL BE PLACED AROUND REQUIRED SHRUBS EXTEND CLEANOUT PIPES TO SRFACE WIN VENTED CAPS AT TS AND YS - - - CONSULTANT N:S U L T A N T Mp o1Hm OES LANDSCAPE PLANTINGS,MULCH MALL BE PLACED ACROSS WE ANY CEANCUTS IN AREA SUB,ECT TO WH101WI LOADING SHALL BE INSTAILED WIN eOTTOY W SO-fETM M AREAS IF S'ECFIED IN WE RAN D AILS. WHERE A PLANRNC CONCRETE HAUNHS "" - . PLAN CH SCHEDULE IS NOT IDENTIFIED FM ME SAM FACILITIES THEM ME BOTTOA AND C__W wATTx OUmxG aONSTRUenON 11�w_ �1 ... 90E 9DPE5 W SWIM BASUIS AND BORETENMON FACILITIES SHALL BE STABtU=AND .-. - - CATCH SAM(CB)W"GAS TRAP' N.T.S � ICI.DRAM .- N.iS n c�tass awatF RT.S .. SEEDED AS FOLD W - __. .ALL WORM ON PERMANENT STRUCTURES SHALL BE CARRIED BUT IN APES FREE FROM -.901TOM W BA.SONS/TACURE3 SHALL BE SIDED AND STABILIZED WM-NEW WATER ME'CONMACTOR SHAIM CONSTRUCT AND MAINTAIN ALL TOP MY ONES. - IN _ DETAIL 'I� .. - - CETAIL _ ix CETJ4IL . ENGAND CONSERVATION AND WLDUFE SEEMDr. LEVEES CO RIM DAMS DRAINAGE CHANNIMS,AND STREAM DIVERSIONS NECESSARY ro : - -SIDE SLOPES SHALL GE SIDED AND ST ._WM THEW EMOxD EROSION PR CT ME AREAS TO BE OCCURED BY ME PERMANENT WOWS ME CONTRACTORCON ... - PREPARED FOR: . TROLL ESTpG - SHALL ALSO NTMISH.INSTALL OPERATE MD MAINTAIN ALL NECESSARY PUMPING AND -'ME OONMACPM 91ALL5®MIS FOR REPMDIG EROSION,OEANg1T W OTHER EQUIPMENT REQUIRED FO ROOM W WATER FROM WE VMOUS PARTS W ME' .. S NNE T FROM EROSION.AND RESEEDING AS NEEDED UNTIL FULL SIABIUUTION IS WORM AND FOR MANTNNING THE OCAVATiO1S FOUNDATION AND OVER PARS W ME - :... - ... .. . MOM FREE FROM WATER AS REWIRE)O DI ECIED BY THE EMGTNEEIR FOR . AGHEMM TIES SHALL a REWIAEDMINDUCH TWO GROWN.9:Asa15 - - - - - - Harborview Hotel Investors,LLC - CONSTRUCi1NG EACH PANT W ME MOM. AFTER HAYING SRVED MBR PURPOSE ALL- _ .. ONLY OTHER YATEPoAS SPEaFlGLLY IDOTHED MD REMENED BY WE ENGINEER.SHALL WIPED O PV T OB TRRUCT ON IN MY MORES MHA�Tsa ONMmW TM FLOWTEMPORAR - ffi��I _T 7�T T BE ARCED ON ME BARB BOTTOM W WATER TO THE SPILLWAY OR OUTLET WORKS AND SO AS NOT TO INTERFERE IN MY _ .WAY WIN THE OPERATION ON MAINTEMANCE W WE SIRUCMHE SKEAN DIVERSIONS FARM Fl I FOR FMBANIpAFNM ONLY: - .. .. . .. 9LNL GE MMTNNED UNTIL TIE FULL FLOW CM GE PASSD MRWON ME PEIMANEMT ".. :. . ... YAlEFON.-ME FU.MATERIAL SMALL BE TAKEN FROM APPROVED DESIGNATED BORROW. WORKS ME REMOVAL W WATER FROM ME REQUIRED EXCAVATIONS AND ME AREAS. IT 91AIL BE FREE W RW1S SNMPS TYDW.RUBBISH,STONES GREATER MAN FONDATIO 9HAL BE ACCOMPLISHED IN A MANNER AND TO WE EInENT NAT WLL . MAINTAIN STABNTY W ME EXCAVATED SLOPES AND BOTTOM OF REWIRED DCAVATIONS - - - - - B•.FROZEN OR OMER ON.ECTIONABLE YATMU S FOl MATERIAL.FOR ME CANTO OF AND WLL ALLOW SATISFACTORY PERFORMANCE OF ALL CONS IBICDO OPERATIONS .. A!1'>:55 d'CONR QUAY D BE IxSGL1FD: - - - - - - - ME DAM MANMENT AND OUT OFF TRENCH WINCH ME TO BE INPOWEAB.E SHALL DURING ME ARCING AND COMPACTING W MATBDAL IN AEOURM EXCAVATIONS ME - - F LOGIED N MNBBNf.iNp11DE FOR: "_j WNFOWroUNNEDDLLCIASSLFTCAWNMSC.CH M CL. CONSIDERATION MAY BE WATER LEVEL AT NE LOCATIONS WING RER.ED SHALL BE MAINTAINED BELOW ME'OYENTOTHEUSEWOVERYAIBNNH IN ME FMBNOOPNT F DE9ON.AID BOTTOM W ME EXCAVATION AT SUCH LOCATIONS WINCH MAY REQUIRE OARING ME : - F— 1 .--I UNCWG CH AGE SIPMR BY A GED1EO011CAL EMGNEIIL - WATER ro SUMPS FROM WHICH THE WATER SHALL BE PUMPED. /` /1PLACEYEMT-AREASMWINCH F01 STOBERA®SHALLBESCMFlEDPRIORro .�CeT1ON PLAC EMT W FlLL. FOIL MATERNS SHALL BE PLACED IN MAIDMUY 8-INCH NCK - (BEF IE COMPACTION) LAYERS ARE TO BE CONTINUOS OVER WE EMTOE LENGTH W ME ALL BORROW AREAS SHALL BE GRADED ro PROGE PROPER DRAINAGE AND LEFT IN A I F •" - - PLAN VIEW . FlLL ME POST Am E BORROW MAIBNAI.SHALL BE ARCED IN TIE DOWNSIFEMI 9ON7LY CCDITION. NL EXPOSED 9JPFA(SS W ME EIOIANWIFNT,PILLWAY,9>CL MD: �`f ti '� IY - - PONTIONS OF ME DAN EMBANKMENT.. ME PRINWAL SPKI.WAY MUST BE IMSTAILERI BORROW AREAS. AND BERMS SHALL BE STASUIED BY SIDING LIMING FERRUDNG AND I IL.Y')I I =—OWNHL Wr vxx sE Ti.a .. a FIwE NE R,w ERA a' `CONCURRENTLY ON TOLL PLACOIENT AND NOT EXCAVATED INTO ME OIBNOQABIT... -MULCHING IN ACCORDANCE WM YRDSS-ON AS SHOWN ON WE ACCOMPANYING ONAWNCS COMPACTION-ME MOVEMENT W ME HAWING AND SPREADING EQUIPMENT OVER ME EA09ON ANTI cnuFxi CONTTRO - - \ - ���� _� EMJBANMOT FILL SHAM BE CONTROLLED$0 MAT ME MIRE SURFACE W EACH LIFT - WALL BE TRAVQHSD BY NOT LESS MAN ONE TREAD TRACK W ME EQUIPMENT OR CONSTRUCTION OPERATIONS'WILL BE CARRIED OUT IN SUCH A MAIMEN MAT EROSION WLL - \ COMPACTION SHALL BE ACHIEYID BY A MONODY W FOUR COMRPIE PASSES W A BE OLMIRGIID AID WATER AID NR POIMTION YWYGED. STATE AND ISM.LAWS - - GASS V ODNONETE I°'°'y^^!P"H�,^���'°H`• : C SIFEPSTXUT,RUBBERR TOED OR NeRATOY ROLLER(CCIPACT CIN W BSX STANDARD CONCERNING POLLUTION ABATEMENT WLL BE FOLLOWED. DETAIL EROSION AND SEDMEMT ... n•4a m a.p.. - - - PROCTOR SLAM BE AC IEVED). —MATERIAL S AU.CN-N SUFFIaMT WSNRE COa1R0.MEASURES ro BE EMPLOYED CORING ME CONSTRUCTION PRBGE55 91N1 BE INSUCH THAT WE REQUIRED DEWM W COMPACTION WLL.BE OBTAINED WN WE ACCORDANCE WIN WE S.OMFNT EROSON CONTROL PLAN HEREIN AND GENERALLY - - ." -. R•RC RISEN EQUIPMENT USED. THE FlLL MATMAL SHALL CONTAIN SIFFlGEMT MCSIURE SO THAT F 'ACCEolEO PRACWM - : •(�.M. V, .... 6QUTE]FINTOD OUT.BALL IT MOIL HOT CNOMBLE YET HOT BE WET VAT WATER CM BE SIO NWATER MANAGMENT FACILITIES SHALL BE PRNECIED FROM SECIM .. CEVDIB OW .. EMT AND SILTATION SIRd IN CP - OWPI,N IWM .. IV ALL TOES JUST ANON ro G OF ME TL WE SITE R SUBCONTRACTOR CHILL PBFOTEI A A YDIONY IEORIEO TE DENSITY SHALL NOT BE E OPTIMUM.MAN 95 W W Y R OF 1 ONY OEU.BE - SEM T AND ON AND NEARING W VE S1O81 WATER YMAFtlEMT SYSIEY: NL CM A TED AS N CONTENT TOO MI TH ME N EACH DYER ST FlLL AND: BE SEDIMENT AS SHATATION SHALL T iINAL C FROM SA BASINS FOEHATS,ETC M0 OLDR COMPACTED AS NEO1ECWD TO ENGINEER THAT OEN9ME AND O T BE ION. A. : MESE AREAS SHALL BE SHAPED ro FINAL CONTOURS IRO FLEVATIHM Pm ME RRANS N1 _ NRIMTOR CILy�A KRWB IWm W_GYM PROFILE VIEW - CFATPED BY A TOB E DETOL EMCINEER AT TIRE THE T CONSTRUCTION. ALL TO PIES 9HNL BE TOPSOIL AS NECESSARY LA WE SATISACIICxN W ME ENGINEER PRIM. - - :COMPACTION IS ro BE DEIBIMINED BY AA91TD METHOD T-BS TO PLACING FINAL TOPQUR.WLCH.YEGETATI011.SIDING ETG rnU is BAemii 1 BACKFlLL ADJACENT TO PIPES OR SiNUCTUREI SHALL BE W ME TYPE AND - .. CONFOBOC TO THAT SPECIFIED FOR ME ADJOINING FOIL MATERBAL ME FILL SLML BE PLACED IN HORONTAL.LAYERS NOT TO EXCEED FOR NOES IN MIC INESS AND COMPACTED BY HAND TAMPERS OR OMFR MANUALLY DORECTEB—ACTOR EQUIPMENT. ME YAIT NO NEEDS RI FlLL CCMPIEIELY ALL 9'ACS UNDER AND A ECURPM ro B E FILE AT NO TRAE OR OWING FEET T OF A O OPERATIONS LIRE RPoVEN E UNLESS T.BE. m ALLOWED OVIF OR WMIN 4 FEET W A CONCRETE STRUCTURE ON PIPE.UNLESS METE IS - - - ..SECTION VIEW - CC O A COMPACTED FILL W 2F OR GFAIER OVER ME SIRUCIVRE at RPE - .. .. w . RIPp YBAFALTYEx RFIDQLaPLP9 1.MN Fu RmWm swLL E mwnm ro MWJfAGE dilGlFs ' _ " : x .. .. 2 GOCILL 9MLL E RDRCO RqI RDE DU OSID O TINDG NN WINE 9NLL E WP.VEB D H ROCK WPIRAP ROC(RPRM 91NL MEET ME REQUIREMENTS W YHDSS. - - - ...• : ':-.: G�NWIULc�iWII O eMWD TIER ME rvMe®PWrta WIDI A:Yx O 1S B.DWA O DMREIFIY .. .. ",.. - I y HA a - ME WRAP SIXEL LI ORIDO A ro ME REQUIRED MANNER THA M ONE SURE MN. ME - - .. S TE RA SOUL E R M SO TIl0 rt aODs M WON TIE 9MDIBOMA_ams GII own B TXE _ - _ _ - - r R - Loa SHALL BE REASONO MO PLACED IN A MANNEM L THAT WLL INSURE UNIFORMLY VE PoPRM IN - - ._ _ : SICF B RALID 1D MEIN lE i101 NLL E Rldfn OVISO C TIE tluNa1 CVLWD EP0BDK1 .. - - z L) a . RACE SHALL ND R LY INERT NTACTME S MO ME LARGER ROCKS ERRS U BFm g51WBUlFD AND FIRMLY IN CONTACT ONE ro ANONm WN ME aAI1FIR ROCKS FILLING .. �.. � ... .. .. - - ... � .. .. w (, IC - - - ME VOIDS BETWEEN NE LAIRIIi ROCKS FILIBR CLOTH SHALL BE PLACED UNCR.NL - .. .. : - ... .. : 0 WPRAR AND SIAL MEET ME REgAREYEMiS W YMO35 ME FPRM S/Nl BE SIT MD - - - F1�^ 1 I1�^ 1 - - - O SHAPED PER PLAN AND SO AS TO BE REVEL WITH THE SURROUNDING GRADE WE PIPRAP - n. WSPECTK)1'I PORE ON CHAIW®Eft t3YRTEIWI RTS 1 1 .���CHAI�P�PROTECTION .. ANTS .. _" K SHALL BE PROPBEY.S SHAPED SO ME WAYS FLOW IS WITHIN ME RUP RM MANNER PLY �ErA1L ON CETAIL - •• N .. - ... Dig k b � I- a s � .B a o SHEET TITLE Stormwater Details & Notes d _ SHEET NO C5,3 D A T E:08/03 2012 9 SCALE:' - - : - - DRAWNIDESIGN BY:SDY - CHECKED BY:YWE -. .. JOB NO:2011-003. CADD FILE:2o 1i-003Df ym. LM NOTES-: AXTER NYE z 7, WATER MAINS TO BE CEMENT LINED'DUCRLE IRON PIPE CLASS 52. U.O.N.ON ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE AS REQUIRED BY AND IN ACCORDANCE WITH THE LOCAL. • - - WATER DEPARTMENT AND APPLICABLE AWWA SPECIFICATIONS. DOMESTIC SERVICE TO BE 200 PSI CTS PLASTIC LINE U.ON.,TO DIVISION SPECIFICATIONS SLEEVED WHERE REQUIRED. 1.CANON: THE CONTRACTOR SHALL CONTACT DIG SAFE(AT 1-888-DIG-SAFE)AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTIOF EXISTINGON. THE UNDERGROU DACTOR SYSTEMS,ALL DETERMINE INFRASTRUCTURE.E EXACT UTILITESL CONDUITS I AND LINES ARE SHOWN IN�ANCALLY,OF ALL EXISTING UTILITIES APPROXIMATE WAY ONLY.MAY NOT BERE THE LIMITD TORT OF ANY WORK. EI ANDATION 8. CATE VALVE HAVE RESPECT TO LLSAPPUALL CABLE AWWAE MUELLER NLY. IRON STANDARDS.BODY,BRONZE BE DESIGNED DISC. WITH TWO INCH OPERATING NUT WITH MECHANICAL DSHALL JOINTPEN LEFT. NOT VALVE SHALL CONFORM IN EVERY ENGINEERING& THOSE SHOWN HEREIND VALVE SHALL BE DES OR 200 PS WORKING AND 300 PS TEST PRESSURE SURVEYING N - NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE ENGINEER,OR ITS REPRESENTATIVE THE CONTRACTOR AGREES TO.BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT � - . BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID SYSTEMS,INFRASTRUCTURE AND UTILITIES EXACTLY.IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE 9. 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 - CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS,VERIFY IN FIELD THE LOCATION AND INVERTS OF WATER, ELECTRIC,GAS,TELEPHONE 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 - -' &DATA/COMM AND RELOCATE IF CONFUCTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION.THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND SYSTEMS, INFRASTRUCTURE "O".RINGS WHILE THE VALVE IS UNDER.PRESSURE IN THE FULLY OPEN POSITION. Registered Professional Engineers =?J AND UTILITIES AS REQUIRED. - - - 9 9 im VALVE BOXES AND CURB BOXES SHALL BE BUFFALO OR PIONEER AND SHALL BE FURNISHED AND INSTALLED FOR ALL VALVES. THEY SHALL BE CAST IRON, TAR COATED, SLIDING TYPE and Land Surveyors (^, 2. 12"MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL UTILITY CROSSINGS. - ADJUSTABLE VALVE BOXES TOGETHER WITH CAST IRON COVERS. SEE WATER DIVISION REGULATIONS. -- - 78 North Street-3rd Floor 3, A MINIMUM 10'HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN WATER AND SEWER ONES. WHERE WATER UNES CROSS SEWER LINES,THE SEWER UNE SHALL BE LOCATED WITH A 11. TYPICAL COVER OVER WATER UNE SHALL BE 5'. IF LESS THAN V OF COVER IS PROVIDED,INSULATE WATER LINE AGAINST FREEZING IN ACCORDANCE WITH DETAIL#205 OR EQUAL. Hyannis, Massachusetts 02601 LU MINIMUM VERTICAL CLEARANCE OF 18" BELOW THE WATER LINE. THE SEWER UNE JOINTS SHALL BE LOCATED EQUIDISTANT AND AS FAR AWAY FROM THE WATER UNE AS POSSIBLE. WHEN IT IS RI IMPOSSIBLE TO ACHIEVE HORIZONTAL AND/OR VERTICAL SEPARATION AS STIPULATED ABOVE,BOTH THE WATER LINE AND SEWER UNE AT THE CROSSING LOCATION SHALL BE CONSTRUCTED OF 12. WATERUNE INSTALLATION.REQUIRES TIE ROD RESTRAINED JOINTS TO BE USED AT ALL BENDS, ENDS OF LINE, VALVES AND FIRE.HYDRANTS,PER HYANNIS WATER SUPPLY DIVISION REQUIREMENTS. RESTRAIND JOINTS TO BE INSTALLED PER HYANNIS WATER SUPPLY DIVISION REQUIREMENTS. - Phone- (508) 771-7502 MECHANICAL JOINT CEMENT-LINED DUCTILE IRON PIPE FOR ONE FULL SI PIPE LENGTH OR ANOTHER EQUIVALENT THAT IS WATERTIGHT AND STRUCTURALLY SOUND. THE JOINTS FOR BOTH FOX- (508) 771-7622 U PIPES SHALL BE LOCATED AS FAR AWAY FROM THE CROSSING AS POSSIBLE.807H PIPES SHOULD BE PRESSURE TESTED TO 150 PSI TO ENSURE THAT THEY ARE WATERTIGHT. 13. IF RESTRAINED JOINTS CAN'T BE USED DO TO PHYSICAL CONSTRAINTS, ONLY AS SPECIFICALLY APPROVED BY THE WATER DEPARTMENT, THRUST BLOCKS TO�BE INSTALLED AT ALL BENDS, -_www.boxter-nye.com 2 4. SEWER MAINS TO BE 8"MIN. SDR-35 PVC WITH A MIN. SLOPE OF 0.80%UNLESS OTHERWISE NOTED. TYPICAL COVER OVER SEWER LINE SHALL BE 6'. IF.LESS THAN 4'OF COVER IS ENDS OF LINE, VALVES AND FIRE HYDRANTS IN ACCORDANCE DETAIL 1301.CONCRETE THRUST BLOCKS AS REQUIRED.CONCRETE SHALL BE 1 PART CEMENTTO 2 PARTS SAND AND 4 PARTS PROVIDED,INSULATE SEWER LINE AGAINST FREEZING IN ACCORDANCE NTH DETAIL#205 OR EQUAL COARSE AGGREGATE.CONCRETE CLASS"C"NTH A 28 DAY COMPRESSION STRENGTH OF 2000 PSI MINIMUM AGGRGATE SIZE OF 1-1/2". THRUST BLOCKS SIZED PER SPECIFICATIONS. ALTERNATELY _. PRECAST THRUST BLOCKS TO DIVISION SPECIFICATIONS MAY BE UTILIZED. CARE SHALL BE TAKEN TO ENSURE THAT ALL CONCRETE THRUST BLOCKS BEAR AGAINST UNDISTURBED TRENCH WALLS STAMP STAMP 5. COMMERCIAL SEWER BUILDING CONNECTIONS SHALL BE 6"MIN. SCHEDULE 40 PVC,U.O.N., AT A MINIMUM SLOPE OF 1.2R U.ON.FROM MAINLINE TO BUILDING. A CLEAN OUT SHALL BE SET AND NOT TO ENCASE FLANGES AND BOLTS ON MECHANICAL JOINT FITTINGS. WHERE UNSUIRBLE BEARING MATERIAL IS ENCOUNTERED.EXCAVATE AND PLACE SUFFICIENT CONCRETE BALLAST.TO ON EACH SERVICE UNE AT A DISTANCE OF 10'+/-(U.O.N.)OFF THE FOUNDATION. - OFFSET THE ANTICIPATED THRUSTS. - - 6. ALL WATERLINE MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES, REGULATIONS AND SPECIFICATIONS OF THE HYANNIS WATER SUPPLY DIVISION AS AMENDED TO PRESENT. 14. HYANNIS WATER SUPPLY DIVISION APPROVED WATER SUBCONTRACTOR AND INSPECTOR REQUIRED.COST OF THE INSPECTOR SHALL BE BORN BY THE CONTRACTOR/WATER SUBCONTRACTOR. - DIVISION HAS AUTHORITY TO AMEND PLANS.IF ANY CONFLICTS WITH THE CONTRACT DOCUMENT OCCUR THE HIGHER STANDARD SHALL APPLY.THE WRITTEN SPECIFICATIONS OF THE HYANNIS 15. AUTOMATIC SPRINKLERS SHALL ACCORDANCE WITH MASSACHUSETTS BUILDING BE INSTALLED IN ACCO CODE AND APPLICABLE NFPA REGULATIONS,IF SO REQUIRED. WATER DIVISION ARE HEREBY INCLUDED BY REFERENCE AND ATTACHED AS AS SEPARATE DOCUMENT. - " \ - 16. PROVIDE A STORZ OR OTHER REQUIRED FIRE DEPARTMENT CONNECTION(FDC)AT THE LOCATION AS SHOWNON THE PLAN OR AS APPROVED BY THE FIRE DEPARTMENT.REFER TO ARCHITECTURAL,MEP AND FPE PLANS FOR LAYOUT,DETAILS, AND SPECIFICATIONS OF FIRE SPRINKLER SYSTEM:. - - - - 1 \ \ IL FILL GAS METE 17. GAS, ELECTRIC,DATA/COM IS SHOWN SCHEMATICALLY HEREON. ALL LABOR, WORK, EQUIPMENT AND MATERIALS FOR INSTALLATION OF THESE UTILITIES SHALL BE OWNED AND PERFORMED BY \ I I O THE CONTRACTOR. UTILITIES SHALL BE INSTALLED NTH A MINIMUM COVER OF 3 FEET U.O.N.OR OTHERWISE DIRECTED BY THE CONTROLLING UTILITY COMPANY. CONTRACTOR.SHALL COORDINATE - C O N S U L 7 A N T• - - ALL FINAL LAYOUTS AND DETAILS WITH APPLICABLE UTIUTY COMPANY.POWER AND COMMUNICATION DUCT BANKS SHALL BE INSTALLED IN,ACCORDANCE WITH.DETAIL$C-832.' WHERE A DESIGN BY THE UTIUTY COMPANY OR MEP ENGINEERS ARE PROVIDED THOSE SHALL SUPERCEDE#C-832. - - \\ 19. ALL COMMERCIAL LIGHTING SHALL DIRECT ALL LIGHT SO AS TO KEEP ALL LIGHTING WITHIN SUBJECT LOT. ALL COMMERCIAL LIGHTING SHALL:HAVE THE FIXTURE HEIGHT BE AT 25'MAXIMUM - \ HEIGHT. LIGHTING DESIGN SHALL MEET THE REQUIREMENTS OF THE CAPE COD COMMISSION TS-95-001 "EXTERIOR LIGHTING DESIGN'. - - CONSULTANT \ I \ \ 20. ALL UTILITY CUTS THROUGH EXISTING CONCRETE OR BITUMINOUS CONCRETE PAVED SURFACES SHALL BE SAW CUT.. BACK FIRING OF TRENCH-SHALL INCLUDE 12"IN DEPTH FLOWABLE FILL TO \\ 1 uP/LP 63¢/2 1 ` \ \G THE BASE COURSE OF THE SURFACE TREATMENT. THE SURFACE TREATMENT SHALL THEN BE REPLACED IN.KIND. IF THE BITUMINOUS CONCRETE SURFACE IS WITHIN THE ROADWAY THE WITH _ - \\ 0 \ BITUMINOUS CONCRETE TOP COURSE SHALL BE FINISHED WI INFRARED TREATMENT TO BLEND EXISTING&NEWLY PAVED SURFACES IF REQUIRED BY THE MUNICIPALITY. \\ I 11 1 \ / \\ 21. SITE CONTRACTOR TO OWN ALL EXCAVATION,TRENCHING.&BACK FILLING FOR ALL UTILITIES AND MISCELLANEOUS WORK INCIDENTAL TO THE.SCOPE.OF THE PROJECT.AND CONTRACT 1 GAS GATE x C,p� - \ DOCUMENTS. CONTRACTOR SHALL REFER TO MEP AND LANDSCAPE PLANS BY OTHERS FOR ADDITIONAL INFORMATION AS APPLICABLE.NO O-. .. \ PREPARED FOR: 22. ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SETWHETHER OR NOT - THE DETAIL NUMBER IS SPECIFICALLY REFERENCED.. \ c u - \ \ ao x Harborview Hotel Investors,LLC \. I O 07 1 \ G Cf \\ \ UP/LP la3/22 s 1 t I r G UryE \ TRANSFORMER an5Spy). Z�� rn 1 � 1 `\ ANDCES TO UNDEMRUci UIUND EIECTiRITION NC RAND WRES aV��YQIi TMCO RDIANTW11H .. .. COMMUNICATION SERVICES APPROPRIATE UTILITY COMPANIES _ _ o 1 t 1`1 1;1 1;, \ I :.PROPOSED FIRE HYDRANT PER TOWN .. F .. /11 11 11 11 11 11 1.1 \ - UP WATER DIVISION REQUIREMENTS 1 1 1 1 1 1 1 1 /PI Jdz= G 1 \ 1 1 111 1.11 111 11 1 111 111 1\ II 6'DIP CLASS 52 CEMENT UNE SERVICE OHWI- off xQ1l 1 \\�011 III �1 �� \ -1 eee PPLiAce sm IN OX AND TTAAPPING Q 11 11 11 11 11 11 11 .MATERIAL PER HYANNIS:WATER 1 Y11 \1,11` AM 52 CEMENT W 1 \1 1 1 1 1 1 B'DIP CLASS 52 CEMENT LINED FIRE SERVICEPIPE TO BE - I `1 ;;11 11 0�;1 ylyy '� 1 4 �RE�al1�MENTS JOINT E�AR PER CHITECT�svin FPPE PUNS FOR Q . "FIRE SER'ACk TO BE TIED IN'TDITIONAL SPRINKLER PIPE O BQU'INFORMATION \1 111 111 111 y y y - _ AC WATER MAIN.PLACE 6-VALVE.BOX ac •D I I 1 \1 1 1 y __' 1 -. �+T A AND TAPPING SLEEVE MATERIAL PER TOWN WATER DIVISIONS REQUIREMENTS - 1 - - 1 y : - _ - •�• ( 3 N:- I 2"CIS PLA/511C DOMESTIC WATER - - \' • SERVICE TO BE TIED INTO WATER MAIN w C7{O .. QO I IO. P _ Q • USING STAINLESS STEEL STRAPS; .. .- SADDLE,&A CORPORATION PER TOWN I- .. Z 1 O O WATER DIVISION REQUIREMENTS - U U -yt R INSTALL NEW CURB STOP-MUEILER y •/� - STORZ FDC CONNECTION. I (( - SDR BALL CM MAR(II ORI SEAL UNIT N W 1 ' FINAL LDCAnON TO SE EW N 4 : 3A lF�p I r& X I 1N711 CURB BOX SET TO GRADE: COORDINATED/APPROVED ? I 35 Pw m --• .. MAIFAIAL PER HYANNIS WATER.. PROPOSED UNDERGROUND WITH FIRE DEPARTMENT UTILITY CROSSING �4.031G • DIVISION REQUIREMENTS -: -+ c C SECONDARY ELECTRIC AND ROOF DRAIN INV.-5.0 + Q C COMMUNICATION SERVICES TOP OF WATER=27 LD. • O SEE NOTE F16 HEREON.. : OD RISC CONNECT TO ETOSTING SETTER MAIN a N S Z \ 1 S O_fi I NEW SEWER I 3N O WIN 16"X8"SDR 35.:PVC"WYE'. - NV. 0.67 Four Story - - 02 1 NNCOE�7 ACTION a n NE*SEWER MANHOLE- R6N_8.00 \ , S tel INV.IN_Z55 2 HO .. -G F, INV Our-2{5 O « B F a 3 0 u aCLEAN OUT n z II rLa g bf I I \ £ x > PROPOSED GAS CE CONR�CTION.COORDINATE VA M APPROPRIATE UMUTY COMPANY I 1 STOCKADE FENCE UIP 6 /1 O SCREENING EX.SMH $ / g 3 '�`�' & 8 •B� 3 8 0 3nRIMm10.50 ON DPW ANASED .. bl SL bl Dl m I 1 I O PRIMARY UNDERGROUND \ I ... I �jil OELECTRIC SERVICE FROM 6'S \ I ®®®®.4®'1'1® C,UV.TE%I6 ME�pi CREME PAD /FOR TRANSFORMER - � SHEET a aTITLE TI I 1 I ELECTRIC - GUARDS.5' \\ .GAS _ DA/C W O / - Utility Plan . I= MANHOLE/PULLBOX \O.C..TYP. I METERELECTRIC METER FP 3Ia SHEET NO E I I frt \ GAS SHUTOFF .. O ET " C60 0 1 ISMH R 1 \ 1 TgpO G SW S (APPROX. O A T E:08 03 2012 NT RICK w _s40 GO W W. A-/�'MN P.B 1..PG•9Q) - o \ N SCALE iN FEET G S E: 1*=20, G -fir-,-„W S PUBLIC 6U - - - I DRAWNIDESIGN BY: SEMM- CHECKED BY:.MWE JOB N O: 2011-0OS C A D D FILE:.2011-OQS-Ur 5